7013 - Lake Lewisville Water Treatment Plant Phase II Improvements, 4.Drawings/ PlansSCALE IN FEET200'100'050'
E SHERMAN DR
W UNIVERSITY DR
W MCCART ST
W UNIVERSITY DR
FM 2449
COLLEGE ST E
2153
455
2153455
380
35
35E
35E
288
377 377380
380
35W
377
35
288
377
377
CITY OF DENTON, TEXAS
PHASE II IMPROVEMENTS
100% SUBMITTAL
MARCH 2019
MAYOR........................................................CHRIS WATTS
MAYOR PRO TEM.....................................SARA BAGHERI
COUNCIL MEMBER............................GERARD HUDSPETH
COUNCIL MEMBER....................................KEELY BRIGGS
COUNCIL MEMBER..........................................DON DUFF
COUNCIL MEMBER........................................JOHN RYAN
COUNCIL MEMBER...............................DALTON GREGORY
DIRECTOR OF UTILITIES KENNETH BANKS
LAKE LEWISVILLE WATER TREATMENT PLANT
DTN18104
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144
FIRM REGISTRATION NUMBER: F-533
12400 COIT RD. SUITE 1200
DALLAS, TX. 75251
DENTON
LEWISVILLE
LAKE
RAY ROBERTS
LAKE
DESNECIL REENIGNELANOISSEFORSTATEO
S
AXETF
PDAVID R. JACKSON
82675
DESNECIL REENIGNELANOISSE
FORST A T E O
S
AXETF
PDAVID W. SLOAN
63946
3-25-2019
3-25-2019
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:45 PM Plot By: 02812 Filename: N:\STANDARD\GN-ALL-INDEX.dwg GN-ALL-INDEX.dwg
Last Saved: 3/20/2019 1:44 PM Saved By: 02812Filename: N:\STANDARD\GN-ALL-INDEX.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALGENERAL
INDEXG-1.DWS
JMM
.
MRR INDEX TO DRAWINGSSHT.No.DESCRIPTIONSEQ.No.1G-1 INDEX2G-2VICINITY MAP AND SITE LOCATIONS3G-3 LAKE LEWISVILLE WTP SITE PLAN4G-4STANDARD SYMBOLS5G-5 OVERALL YARD PIPING PLAN6G-6OFFSITE DISTRIBUTION VALVE REPLACEMENTSCIVIL7C-1OVERALL PAVING PLAN8C-2OVERALL GRADING PLAN9C-3ENTRANCE ROAD PAVING AND GRADING PLAN10C-4CLEARWELL PAVING AND GRADING PLAN10AC-4ACLEARWELL AREA PAVING AND GRADING COORDINATES11C-5HIGH SERVICE ELECTRICAL BUILDING PAVING AND GRADING PLAN12C-6ADMINISTRATION BUILDING PAVING AND GRADING PLAN13C-7 PAVING DETAILS14C-8EROSION CONTROL DETAILSHIGH SERVICE PUMP STATIONS15HS-1 HSPS AREA PLAN16HS-2 HSPS ROOM -DEMOLITION PLAN17HS-3 HSPS ROOM - MODIFICATIONS18HS-4HSPS ROOM - PIPING SECTIONS19HS-5HSPS FLOW METER VAULT DETAILS20HS-6HSPS AREA - SECTIONS AND DETAILSFILTERS21F-1FILTER PIPE GALLERY SOUTH22F-2FILTER PIPE GALLERY NORTH23F-3FILTER COMPLEX - OVERALL PLAN AND SECTIONS24F-4FILTER COMPLEX - MISCELLANEOUS DETAILSCHEMICAL FEED FACILITIES25CF-1POLYMER FEED ROOM PLANARCHITECTURAL26A-1NOTES, SYMBOLS, LEGEND, AND ROOM FINISH SCHEDULE27A-2BUILDING CODE COMPLIANCE PLANS28A-3 ADMINISTRATION BUILDING - FLOOR PLAN29A-4 ADMINISTRATION BUILDING - ROOF PLAN & REFLECTED CEILING PLAN30A-5 ADMINISTRATION BUILDING - ELEVATIONS31A-6 ADMINISTRATION BUILDING - SECTIONS32A-7 ADMINISTRATION BUILDING - SECTIONS33A-8ADMINISTRATION BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS34A-9HIGH SERVICE ELECTRICAL BUILDING - PLANS35A-10 HIGH SERVICE ELECTRICAL BUILDING - ELEVATIONS36A-11 HIGH SERVICE ELECTRICAL BUILDING - SECTIONS37A-12 OPERATIONS BUILDING - DEMO PLANS38A-13OPERATIONS BUILDING - TOILET AND LOCKER ROOMS MODIFICATIONS39A-14OPERATIONS BUILDING - BREAK ROOM MODIFICATIONS40A-15OPERATIONS BUILDING - EXTERIOR ENTRANCE MODIFICATIONS41A-16HIGH SERVICE PUMP STATION - STAIR PLANS, SECTIONS & DETAILS42A-17FILTER GALLERY - PLANS AND MODIFICATIONS43A-18FILTER GALLERY - STAIR SECTIONS AND DETAILS44A-19CHEMICAL BUILDING II - PLAN45A-20DOOR SCHEDULE AND DETAILS46A-21WINDOW SCHEDULE AND DETAILS47A-22MASONRY AND ROOF DETAILS48A-23FIRESTOP DETAILS49A-24SIGNAGE DETAILS50A-25RAILING AND LADDER DETAILSSTRUCTURAL51S-1GENERAL NOTES I52S-2GENERAL NOTES II53S-3ADMINISTRATION BUILDING - FOUNDATION PLAN54S-4ADMINISTRATION BUILDING - FRAMING PLAN55S-5ADMINISTRATION BUILDING ROOF FRAMING PLAN56S-6HIGH SERVICE ELECTRICAL BUILDING FOUNDATION - PLAN AND SECTIONS57S-7HIGH SERVICE ELECTRICAL BUILDING - FRAMING PLAN58S-8TRANSFORMER PAD PLAN AND SECTIONS59S-9HIGH SERVICE FLOW METER VAULTS - PLANS AND SECTIONS60S-10CLEARWELL AREA ACCESS STAIRS - PLAN AND SECTIONS61S-11FILTER BUILDING - NORTH ACCESS STAIRS62S-12EQUIPMENT PAD PLANS AND SECTIONS63S-13FILTER BUILDING - STANDARD ACCESS STAIRS DETAILS64S-14STANDARD CMU SECTIONS AND DETAILS65S-15STANDARD STRUCTURAL DETAILS66S-16STANDARD ROOF DETAILSHEATING, VENTILATION AND AIR CONDITIONING67H-1 NOTES, SYMBOLS & ABBREVIATIONS68H-2 MECHANICAL DETAILS69H-3 MECHANICAL DETAILS70H-4 ADMINISTRATION BUILDING - FLOOR PLAN71H-5ADMINISTRATION BUILDING - MECHANICAL SCHEDULES72H-6 HIGH SERVICE ELECTRICAL BUILDING - HVAC FLOOR PLAN73H-7 HSPS PUMP ROOM - HVAC FLOOR PLAN74H-8HSPS PUMP ROOM - MECHANICAL SCHEDULES75H-9 FILTER GALLERY - DEMOLITION FLOOR PLAN76H-10 FILTER GALLERY - HVAC FLOOR PLAN77H-11FILTER GALLERY - MECHANICAL SCHEDULESPLUMBING78P-1 LEGEND, TYPICAL GENERAL NOTES, SCHEDULES AND DETAILS79P-2ADMINISTRATION BUILDING - FLOOR PLAN & ROOF PLAN80P-3ADMINISTRATION BUILDING - RISER DIAGRAM81P-4OPERATIONS BUILDING - FLOOR PLANSELECTRICAL82E-1 LEGEND I83E-2 LEGEND II84E-3 LAKE LEWISVILLE WATER TREATMENT PLANT - OVERALL SITE PLAN85E-4 LAKE LEWISVILLE HSPS - EXISTING PUMP ROOM DEMOLITION PLAN86E-5 EXISTING PUMP ROOM EQUIPMENT DEMOLITION DETAILS I87E-6EXISTING PUMP ROOM EQUIPMENT DEMOLITION DETAILS II88E-7EXISTING DEMOLITION DETAILS III89E-8LAKE LEWISVILLE HSPS LIGHTING DEMOLITION90E-9 EXISTING OPERATIONS BUILDING SHOP LIGHTING PLAN - DEMOLITION91E-10HSPS OVERALL ONE LINE DIAGRAM - DEMOLITION92E-11 SITE PLAN - HIGH SERVICE ELECTRICAL BUILDING93E-12 HIGH SERVICE ELECTRICAL BUILDING - POWER PLAN94E-13 HIGH SERVICE ELECTRICAL BUILDING - LIGHTING AND RECEPTACLE PLAN95E-14 LAKE LEWISVILLE HSPS EXISTING PUMP ROOM FLOOR PLAN96E-15LAKE LEWISVILLE HSPS EXISTING PUMP ROOM POWER PLAN97E-16HIGH SERVICE PUMP STATION - PANEL SCHEDULE98E-17ADMINISTRATION BUILDING - PANEL AND FIXTURE SCHEDULE99E-18HSPS PUMPS NO. 5 & NO. 6 - POWER PLAN100E-19LAKE LEWISVILLE HSPS - OVERALL ONE LINE DIAGRAM101E-202400V MOTOR CONTROL CENTER - ONE-LINE DIAGRAM102E-21ELECTRICAL BUILDING 480V SWITCHBOARD ONE-LINE DIAGRAM103E-22ELECTRICAL BUILDING GROUNDING PLAN104E-23EXISTING OPERATIONS BUILDING - SHOP LIGHTING PLAN105E-24ADMINISTRATION BUILDING - SITE PLAN106E-25ADMINISTRATION BUILDING - POWER PLAN107E-26ADMINISTRATION BUILDING - LIGHTING PLAN108E-27ADMINISTRATION BUILDING - LIGHT FIXTURE SCHEDULE109E-28ADMINISTRATION BUILDING - GROUNDING PLAN110E-29ADMINISTRATION BUILDING - ONE-LINE111E-30FILTER GALLERY POWER PLAN112E-31FILTER GALLERY POWER PLAN - ELEVATION VIEW113E-32EXISTING POLYMER FEED ROOM114E-33CLEARWELL POWER PLAN115E-34METER VAULT AND EXTERIOR HIGH SERVICE PUMP STATION116E-35CONTROL SCHEMATIC I117E-36CONTROL SCHEMATIC II118E-37CONTROL SCHEMATIC III119E-38INTERCONNECTION DIAGRAM I120E-39INTERCONNECTION DIAGRAM II121E-40INTERCONNECTION DIAGRAM III122E-41 DETAILS I123E-42DETAILS II124E-43DETAILS III125E-44DETAILS IV126E-45 DUCTBANK DETAILSPROCESS AND INSTRUMENTATION127PI-1 LEGEND I128PI-2LEGEND II129PI-3HSPS - NETWORK STRUCTURE LAYOUT DIAGRAM130PI-4ADMINISTRATION BUILDING - NETWORK STRUCTURE LAYOUT DIAGRAM131PI-5LOOP DIAGRAM I132PI-6LOOP DIAGRAM II132API-7LOOP DIAGRAM IIILAKE LEWISVILLE RAW WATER PUMP STATION133LRW-1 OVERALL SITE PLAN134LRW-2 DEMOLITION PLAN135LRW-3 PUMP STATION SITE PLAN136LRW-4 SITE GRADING PLAN137LRW-5YARD PIPING PLAN138LRW-6 PUMP ROOM PIPING PLANS139LRW-7 VALVE PLATFORM PLANS140LRW-8VALVE PLATFORM SECTIONS141LRW-9PUMP STATION PIPING SECTIONS142LRW-10VALVE SUPPORT PLAN AND SECTIONS143LRW-11 YARD PIPING FACILITIES144LRW-12 STRUCTURAL - PIPING ENCLOSURE PLANS AND SECTIONS145LRW-13LAKE LEWISVILLE LOWER INTAKE MODIFICATIONS PLAN146LRW-14 LAKE LEWISVILLE LOWER INTAKE MODIFICATIONS SECTIONS147LRW-15 EXISTING RAW WATER PUMP STATION - ARCHITECTURAL PLANS AND SECTIONS148LRW-16 PUMP STATION - HVAC DEMOLITION PLAN149LRW-17 PUMP STATION - HVAC FLOOR PLAN150LRW-18 PUMP STATION - MECHANICAL SCHEDULES LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIES151LRW-CF-1 CHEMICAL BUILDING - ARCHITECTURAL PLANS152LRW-CF-2 CHEMICAL BUILDING - ARCHITECTURAL ELEVATIONS153LRW-CF-3 CHEMICAL BUILDING - ARCHITECTURAL SECTIONS154LRW-CF-4 CHEMICAL BUILDING - FOUNDATION PLAN AND SECTIONS155LRW-CF-5 CHEMICAL BUILDING - ROOF FRAMING PLAN156LRW-CF-6 CHEMICAL BUILDING LAYOUT157LRW-CF-7 CHEMICAL BUILDING SECTIONSLAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIES (CONTINUED)158LRW-CF-8 PERMANGANATE FEED SYSTEM PLAN, SECTIONS AND DETAILS159LRW-CF-9 CHEMICAL BUILDING - HVAC FLOOR PLAN160LRW-CF-10 CHEMICAL BUILDING - MECHANICAL SCHEDULES161LRW-CF-11 CHEMICAL BUILDING - PLUMBING PLAN162LRW-CF-12 PERMANGANATE FEED SYSTEM MECHANICAL DETAILSLAKE LEWISVILLE RWPS ELECTRICAL163LRW-E-1 SITE PLAN - DEMOLITION164LRW-E-2 LIGHTING DEMOLITION PLAN165LRW-E-3 OVERALL ONE LINE DIAGRAM - DEMOLITION166LRW-E-4 OVERALL SITE PLAN167LRW-E-5 PUMP STATION SITE PLAN168LRW-E-6 PUMP STATION LAYOUT169LRW-E-7 PUMP STATION LIGHTING AND RECEPTACLE PLAN170LRW-E-8 ONE LINE DIAGRAM171LRW-E-9 CHEMICAL BUILDING - POWER PLAN172LRW-E-10 CHEMICAL BUILDING - LIGHTING AND RECEPTACLE PLAN173LRW-E-11 CHEMICAL BUILDING - GROUNDING PLAN174LRW-E-12 CONTROL SCHEMATIC I175LRW-E-13 CONTROL SCHEMATIC II176LRW-E-14 CONTROL SCHEMATIC III177LRW-E-15 CHEMICAL BUILDING - PANEL AND FIXTURE SCHEDULES178LRW-E-16 INTERCONNECTION DIAGRAMLAKE LEWISVILLE RWPS PROCESS AND INSTRUMENTATION179LRW-PI-1 CONTROL SYSTEM ARCHITECTURE180LRW-PI-2 CHEMICAL FEED P&ID180ALRW-PI-3 LOOP DIAGRAMS I180BLRW-PI-4 LOOP DIAGRAMS IILAKE RAY ROBERTS RAW WATER FACILITIES181RRW-1 LAKE RAY ROBERTS RWPS SITE PLAN182RRW-2 RAW WATER LINE VALVE VAULT NO. 1183RRW-3 RAW WATER LINE VALVE VAULT NO. 2184RRW-4 POTABLE WATER EXTENSION - PLAN & PROFILE185RRW-5 POTABLE WATER EXTENSION - PLAN & PROFILELAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIES186RRW-CF-1 CHEMICAL BUILDING - ARCHITECTURAL PLANS187RRW-CF-2 CHEMICAL BUILDING - ARCHITECTURAL ELEVATIONS & SECTIONS188RRW-CF-3 CHEMICAL BUILDING - FOUNDATION PLAN AND SECTIONS189RRW-CF-4 CHEMICAL BUILDING - ROOF FRAMING PLAN190RRW-CF-5 CHEMICAL BUILDING - LAYOUT191RRW-CF-6 CHEMICAL BUILDING - SECTIONS192RRW-CF-7 CHEMICAL BUILDING - HVAC FLOOR PLAN193RRW-CF-8 CHEMICAL BUILDING - MECHANICAL SCHEDULES194RRW-CF-9 CHEMICAL BUILDING - PLUMBING PLANLAKE RAY ROBERTS RWPS ELECTRICAL IMPROVEMENTS195RRW-E-1 OVERALL SITE PLAN196RRW-E-2 SITE PLAN DETAILS197RRW-E-3 VALVE VAULT NO. 2 - PLAN VIEW198RRW-E-4 CHEMICAL BUILDING - POWER, CONTROLS & INSTRUMENTATION PLAN199RRW-E-5 CHEMICAL BUILDING - LIGHTING & RECEPTACLE PLAN200RRW-E-6 ONE LINE DIAGRAM201RRW-E-7 CHEMICAL BUILDING - GROUNDING PLAN202RRW-E-8 PANEL AND FIXTURE SCHEDULE203RRW-E-9 CONTROL SCHEMATIC204RRW-E-10 INTERCONNECTION DIAGRAM205RRW-PI-1 CHEMICAL FEED P&ID206RRW-PI-2 LOOP DIAGRAM ISHT.No.DESCRIPTIONSEQ.No.SHT.No.DESCRIPTIONSEQ.No.GENERALDESNECIL REENIGNELANOISSEF
ORS TA T E O
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
1
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:45 PM Plot By: 02812 Filename: N:\WW\Drawings\GN-ALL-SITE01.dwg GN-ALL-SITE01.dwg
Last Saved: 2/5/2019 1:18 PM Saved By: 02812Filename: N:\WW\Drawings\GN-ALL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALGENERAL
VICINITY MAP AND SITE LOCATIONSG-2.DWS
JMM
.
MRR DENTONLEWISVILLELAKERAY ROBERTSLAKEREGIONAL VICINITY MAPNO SCALE1LAKE RAY ROBERTS WTP ANDRAW WATER FACILITIESNO SCALE2LAKE LEWISVILLE WTPNO SCALE3LAKE LEWISVILLE RAWWATER PUMP STATIONNO SCALE4RAW WATER FACILITIESWATER TREATMENT PLANTWATER TREATMENT PLANTOFFSITE VALVE AREAPUMP STATIONINTAKE AREADESNECIL REENIGNELANOISSEF
ORS TA T E O
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
2
SSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SSWW
WWW W W W WWWWWW W WWWWWWSS
W W W W
W W
WW W W W W W W W W W WWWWWWWW
W W
G
GGGSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWW
GUYGUYPPPGUYGUYPGUYGUYPBURIED CABLE MARKERGMKGUYGUYGUYGUYPFHGMKEBEMEMPPEBEBPEMGUYGUYPEBEBEBEBOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXOHEP LLLLLLLLLLLLMHMHOHEOHEOHEPPPPPOHEOHEOHEOHEOHEOHEOHEOHEOHEPPOHE OHE OHE OHE OHE OHE OHE OHE OHEPPPPPPPPOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEBEBEBEBEBEBWMKWMKWMKWMKWMKWMKWMKSSSSSSSSSSSSSSSSSSSSSSWMWMWMWMWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVMHMHMHMHMHMH630635 625630625635
640635625630635640645645
630
635
640
640
640 630625
625MHMHACMHTUTUTUTUTUTUTUTUTUT
WVFHPMHOHEOHEOHEOHE1/2" IRF635XXXXXXXXXXXXX
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:47 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE03.dwg WW-OA-PL-SITE03.dwg
Last Saved: 2/7/2019 2:53 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE03.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALGENERAL
.
LAKE LEWISVILLE WTP SITE PLANG-3.DWS
JMM
.
MRROVERALL SITE PLAN1"=40'1NEW HIGHSERVICEELECTRICALBUILDINGNEWADMINISTRATIONBUILDINGFILTER BUILDINGIMPROVEMENTSNEWASPHALTPAVEMENTHIGH SERVICEPUMP STATIONIMPROVEMENTSEXISTING OPERATIONSBUILDING IMPROVEMENTSENTRANCEROADPAVEMENTRESURFACINGCHEMICAL BUILDING IIIMPROVEMENTSCLEARWELLAREAIMPROVEMENTSCHEMICAL MIXINGIMPROVEMENTSNEWBUILDINGSTAIRWAYNEW EXTERIOR STAIRWAYSCALE IN FEET80'40'020'CLEARWELLNO. 3CLEARWELLNO. 4CLEARWELLNO. 2FLOCCULATEDWATER LINEREHABILITATION(SEE SHEET F-4)EXISTINGRADIOTOWERNEWPARKINGAREADESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
3
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:57 PM Plot By: 02812 Filename: N:\WW\Drawings\GN-ALL-SYM.dwg GN-ALL-SYM.dwgLast Saved: 2/5/2019 1:30 PM Saved By: 02812Filename: N:\WW\Drawings\GN-ALL-SYM.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL GENERAL STANDARD SYMBOLSG-4
.DWSJMM.MRRBAR WRAPPED CONC. CYL PIPE (C-303)
FIBER REINFORCED PLASTIC
POLYETHYLENE PIPE
STAINLESS STEEL PIPE
POLY VINYL CHLORIDE PIPE
DUCTILE IRON PIPE
CAST IRON PIPE
PRESTRESSED CONCRETE CYL PIPE (C301)
BLACK STEEL PIPE
PIPING MATERIAL INDEX
DESCRIPTION
STEEL PIPE
NOMINAL LINE SIZE IN INCHES
PIPE MATERIAL
PROCESS FLOW STREAM
EXPLANATION OF PIPE DESIGNATION
RCC
PROCESS FLOW STREAM - INDEX
FRP
PCC
CODE
CI
PE
SS
S
PVC
DI
BS
DETAIL DESIGNATION
OR DIRECTION OF SECTION CUT
SECTION NUMBER
SCHEDULE DOOR TYPE
NUMERICAL IDENTIFICATION
MCC
102
ROOM IDENTIFICATION
ROOM NUMBER
STANDARD DRAFTING SYMBOLS
XX
XX
CIRCLED AREA OF DETAIL (ENLARGED PLAN)
SHEET NUMBER WHERE DRAWN
X
XXX XXX
1
XXX XXX
SHEET NUMBER WHERE CUT
SHEET NUMBER WHERE DRAWN
SHEET NUMBER WHERE CUT
342
TYPE B
352
-
or
(Detail Located in Standard
Detail Dwgs
- See Index)
STANDARD DETAIL
NUMBER
- Example
M
M
PROGRESSING CAVITY PUMP
METERING PUMP
EXPANSION CHAMBER ASSEMBLY
M
M
M
OR
PULSATION DAMPER ASSEMBLY
PRESSURE GAUGE
FLOATS
THERMOMETER
MAGNETIC FLOW METER
MOTOR OPERATED VALVE
MOTOR-ARROW DENOTES VARIABLE
SPEED
MOTOR
M
MIXER
FIT
TELESCOPING VALVE
UTILITY STATION
VENTURI FLOWMETER
SONIC
SCREEN
PRIMARY ELEMENT
EJECTOR
VENT
DIRECTION OF FLOW
EXPANSION JOINT
GAS FILTER
EXPANSION JOINT
CHECKERED PLATE
GRATING SPAN
OPENING OR DEPRESSION IN SLAB OR
WALL
SAND OR GROUT - SECTION
CONCRETE - SECTION
CENTRIFUGAL PUMP
CENTRIFUGAL PUMP
VARIABLE SPEED
CONSTANT SPEED
TEMPERATURE INDICATOR
PRESSURE DIFFERENTIAL INDICATOR
CALIBRATION CHAMBER
CHEMICAL FEED POINT
HOISTING HOOK
UTILITY STATION
FIRE EXTINGUISHER
VERTICAL TURBINE PUMP
AIR RELEASE VALVE
GLOBE VALVE
S
SELF ACTUATING
SOLENOID OPERATED VALVE
SPRING LOADED RELIEF VALVE
PRESSURE REGULATING VALVE
BACK PRESSURE/ANTI SIPHON
VALVE
SOL
BACK PRESSURE VALVE
PRESSURE RELIEF VALVE
BLOWER
BUTTERFLY VALVE
NEEDLE VALVE
THREE-WAY VALVE
PINCH VALVE
CHECK VALVE
PLUG VALVE
BALL VALVE
HOSE PUMP
CHOPPER
S
S
K
SOLENOID OPERATED PUMP
S
GATE VALVE
SLIDE GATE
KNIFE GATE
CONTROL VALVE
D DRAIN
F
CENTERLINEHBHOSE BIBB
PS
RESTRAINED EXPANSION JOINT
FLEXIBLE COUPLING
PIPE COUPLING
STRAINER
PRESSURE SWITCH
#TYPE
MH
WSE
C.O.
LIGHTING STANDARD
WATER STOP
FLOW ARROW
MANHOLE
WATER SURFACE ELEVATION
FIRE HYDRANT
CLEAN OUT
SLOPE (3 HORIZ. TO 1 VERT.)
OVERHEAD ELECTRICAL LINE
ELECTRICAL POWER
OHE
E
G GAS
EXISTING GRADE CONTOUR
FINISH GRADE CONTOUR240
3:1
240
FENCE
HANDRAIL
BREAK LINE
OR
OR
BLIND FLANGE, CAP, OR PLUG
REDUCER OR INCREASER
UNION
QUICK CONNECTOR
Y-STRAINER
HOSE BIB
OR ABANDONED IN PLACE
ITEMS TO BE DEMOLISHED
NEW EQUIPMENT, PIPING, OR
STRUCTURES
FUTURE EQUIPMENT, PIPING, OR
STRUCTURES
EXISTING EQUIPMENT, PIPING, OR
STRUCTURES
OR
OR
AIR-FILTER BACKWASH
COPPER ION SOLUTION
BACKWASH / WASHWATER
COMPRESSED AIR
CAUSTIC (SODIUM HYDROXIDE)
DRAIN (PROCESS)
FILTER TO WASTE
PROCESS
CODE
A
BW
CAU
CA
CIS
DR
FTW
PRODUCT - SERVICE
LIQUID AMMONIUM SULFATE
PLANT SERVICE WATER
HYDROFLUOSILICIC (FLUORIDE)
SODIUM HYPOCHLORITE
PLOYMER
SAMPLE
SANITARY SEWER
SODIUM PERMANGANATE
RAW WATER
HFS
HYPO
LAS
PSW
PLOY
SMP
SS
SP
RW
FW FILTERED WATER
POTABLE WATERPW
SL
SW
TW
WWR
WWW
SLUDGE
SETTLED WATER
TREATED WATER (FINISHED)
WASHWATER RETURN (RECYCLED)
WASHWATER WASTE DESNECILREENIGNELANOISSEFORSTATEOSAXETFPDAVID W. SLOAN63946FORCE MAIN (SANITARY)FM 3-22-20194
G G G
GGGGGGGUYGUYPPPGUYGUYPGUYGUYPBURIED CABLE MARKERGMKGUYGUYGUYGUYPFHGMKEBEMEMPPEBEBPEMGUYGUYPEBEBEBEBOHEOHE
OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
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OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEBEBEBEBEBEBSSSSSSSSSSSSSSSSSSSSSSWMWMWMWMMHMHMHMHMHMH630635625630 625635
640635625630635640645645
630
635
640
640
640 630625
625MHMHACMHTUEUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT UT UT MISSINGSSMHFHPMHOHEOHEOHEOHEOHEOHEOHEOHE1/2" IRF635XXXXXXXXXXXXXXXXXXXXXXXXXXSS
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:01 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE04.dwg WW-OA-PL-SITE04.dwg
Last Saved: 2/7/2019 2:57 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE04.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALGENERAL
.
OVERALL YARD PIPING PLANG-5.DWS
JMM
.
MRROVERALL SITE PLAN1"=40'1NEWELECTRICALBUILDINGNEWADMINISTRATIONBUILDING18-DR30-DR18-DR36-FW36-FW8-WWR36-FW6-SS4-SS36-TW
30-RW
12-
D
R
12-DR36-TW
30-FW 48-FW30-FW
36-DR
BACKWASHSTORAGETANKSCALE IN FEET80'40'020'2-FM-PE8-PW8-PW30-RW30-RWLIFT STATIONNEW 4' Ø MHFL 634.73±8-PW-PVCCAUTION - GAS LINEDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639464-SS-PVC3-22-2019
5
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:02 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE08.dwg WW-OA-PL-SITE08.dwg
Last Saved: 2/7/2019 2:31 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE08.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALGENERAL
.
OFFSITE DISTRIBUTION VALVE REPLACEMENTSG-6.DWS
JMM
.
MRROFFSITE DISTRIBUTIONVALVE REPLACEMENTS1:601SEE INSET FORDETAILINSET - VALVE DETAIL1:82REPLACE30" GVREPLACE36" GV42
-
P
W
-
R
C
C 30-PW-RCC36-PW-RCCSCALE IN FEET120'60'020'40'30-PW36-PW42-PW
42-PWNOTES BY SYMBOL " "1.PROVIDE LINE STOP ON EACHVALVED BRANCH TO MAINTAINPRESSURE IN DISTRIBUTION SYSTEMDURING VALVE REPLACEMENTS.11DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
6
EXISTING GATE TO REMAIN
NEW CONCRETE SWALE
NEW CHAINLINK FENCE
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 10:38 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-1-CV-OA-PL-PAVE.dwg C-1-CV-OA-PL-PAVE.dwgLast Saved: 2/6/2019 10:33 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-1-CV-OA-PL-PAVE.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILOVERALL PAVING PLANC-1BMB KBHIGH SERVICE
ELECTRICAL
BUILDING
1.REFER TO SHEETS C-3-C-6 FOR DETAILED
PAVING AREAS.
2.REFER TO SHEETS C-3-C-6 FOR
BENCHMARKS.
CONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
ADMIN
BUILDING
FLEX BASE PAVING 03/06/201903/08/20197
EXISTING GATE TO REMAIN
SMALL RETAINING
WALL ON FLUME TO
TIE BACK TO EXISTING
CONCRETE FLUME TOCONNECT TO EXISTINGHEADWALL
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 10:43 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-2-CV-OA-PL-GRAD.dwg C-2-CV-OA-PL-GRAD.dwgLast Saved: 2/6/2019 10:28 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-2-CV-OA-PL-GRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILOVERALL GRADING PLANC-2BMB KBHIGH SERVICE
ELECTRICAL
BUILDING
FF=623.50
ADMIN
BUILDING
FF=639.25
PROPOSED TOP OF
PAVEMENT
GRADE BREAK
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
1.CONTRACTOR SHALL GRADE FLEXBASE
PAVING AREA TO MATCH EXISTING GRADES
TO THE NORTHWEST.03/08/20198
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 10:55 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-3-CV-ER-PL-PAVEGRAD.dwg C-3-CV-ER-PL-PAVEGRAD.dwgLast Saved: 2/6/2019 10:14 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-3-CV-ER-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILENTRANCE ROAD PAVING AND GRADING PLANC-3BMB KBMATCHLINE THIS SHEETMATCHLINE THIS SHEETCONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
GRADE BREAK
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
CONTROL/ELEVATION
POINT
BENCHMARKS
CONTROL POINT 704
CP-TBM1
N=7122124.95
E=2395506.12
EL=644.24
1.ENTRANCE ROAD SHALL BE CONSTRUCTED
TO MATCH EXISTING, WITH A MAXIMUM
CROSS SLOPE OF 2%.
2.GRADING AT EDGE OF NEW ROAD SHALL
PROMOTE POSITIVE DRAINAGE TO EXISTING
DITCHES.03/08/20199
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:08 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-4-CV-CW-PL-PAVEGRAD.dwg C-4-CV-CW-PL-PAVEGRAD.dwgLast Saved: 2/6/2019 10:05 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-4-CV-CW-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILCLEARWELL AREA PAVING AND GRADING PLANC-4BMBCONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
GRADE BREAK
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
BENCHMARKS
CONTROL POINT 705
5/8" CIRS "S&A CONTROL"
N=7122260.40
E=2394922.17
EL=630.17
CONTROL/ELEVATION
POINT
4' CONCRETE DRAINAGE SWALE,
REFER TO DETAIL 2, THIS SHEET
REFER TO SHEET C-5 FOR HIGH
SERVICE ELECTRICAL BUILDING
16" CULVERT TO REMAIN IN
PLACE DURING CONSTRUCTION
10" CULVERT TO REMAIN IN
PLACE DURING CONSTRUCTION
1'-3' SMALL RETAINING WALL
TO CONTINUE ALONG
DRAINAGE SWALE
EXISTING BASE OF TANK
TO BE REMOVED
1.CONTRACTOR SHALL PROTECT EXISTING
CULVERT HEADWALLS DURING
CONSTRUCTION.
2.NEW CONCRETE FLUME SHALL CONNECT TO
EXISTING HEADWALLS.
3.REFER TO SHEET C-4a FOR
CONTROL/ELEVATION POINTS 03/08/201910
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:13 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-4-CV-CW-PL-PAVEGRAD.dwg C-4-CV-CW-PL-PAVEGRAD.dwgLast Saved: 3/5/2019 11:13 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-4-CV-CW-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILCLEARWELL AREA PAVING AND GRADING COORDINATESC-4aBMB 03/08/201910a10A
C-4A
HIGH SERVICE
ELECTRICAL BUILDING
FF ELEV. 623.50
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:17 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-5-CV-EB-PL-PAVEGRAD.dwg C-5-CV-EB-PL-PAVEGRAD.dwgLast Saved: 2/6/2019 9:48 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-5-CV-EB-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILHIGH SERVICEELECTRICAL BUILDING PAVING AND GRADING PLANC-5BMB KBNEW EXTERIOR STAIRS, 28 STEP RISERS,
REFER TO STRUCTURAL FOR DETAILS8'-0" SIDEWALK
GRADE BREAK
FLOW LINE
CONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
VARIABLE HEIGHT
RETAINING WALL
PROPOSED TOP OF
WALL
PROPOSED TOP OF
PAVEMENT
PROPOSED NATURAL
GROUND
EXISTING CONTOURS
PROPOSED CONTOURS
4' CONCRETE V BOTTOM
SWALE, REFER TO SHEET C-4
1.CONTRACTOR SHALL ENSURE THAT ALL
SIDEWALKS AND ADA PARKING AREAS
ADHERE TO CURRENT TDLR/TAS STANDARDS.
2.REFER TO
ARCHITECTURAL/HVAC/PLUMBING/ELECTRICAL
PLANS FOR UTILITIES AROUND THE BUILDING.8" PVC STORM DRAIN PIPE
TO CONNECT TO ROOF
DRAINS. REFER TO ARCH
FOR CONTINUATION.
CORE 8" PVC STORM DRAIN
PIPE INTO WING OF EXISTING
HEADWALL 6" ABOVE
EXISTING FLOW LINE AND
GROUT IN PLACE.
NEW CONCRETE
SPLASH PAD WITH
BAFFLE BLOCKS
EXISTING RETAINING WALL TO REMAIN,
CONTRACTOR SHALL PROTECT DURING
CONSTRUCTION.03/08/201911
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/6/2019 9:40 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-6-CV-AB-PL-PAVEGRAD.dwg C-6-CV-AB-PL-PAVEGRAD.dwgLast Saved: 3/6/2019 9:32 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-6-CV-AB-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILADMIN BUILDING PAVING AND GRADING PLANC-6
.BMBADMINISTRATION
BUILDING
(FF ELEV. 639.25)
4'-0" SIDEWALK
SECURITY FENCE
NO PARKING
AREA
10'
PROPOSED TOP OF
CURB
PROPOSED TOP OF
PAVEMENT
PROPOSED NATURAL
GROUND
CONCRETE PARKING LOT PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
CONTROL POINT
PARKING COUNT9'7.4'106.4'11'5'9'(TYP)3.4'5'BENCHMARKS
CONTROL POINT 702
5/8" CIRS "S&A CONTROL"
N=7122185.57
E=2395735.24
EL=637.00
CONTROL POINT 301
IR12
N=7122129.21
E=2395786.63
EL=633.90
EXISTING CONTOURS
PROPOSED CONTOURS
TREE REMOVAL11'GRADE BREAK
FLOW LINE
1.CONTRACTOR SHALL ENSURE THAT ALL
SIDEWALKS AND ADA PARKING AREAS
ADHERE TO CURRENT TDLR/TAS STANDARDS.
2.ADA PARALLEL RAMP AT ADA PARKING SHALL
BE INSTALLED PER TXDOT TYPE 2.
3.REFER TO
ARCHITECTURAL/HVAC/PLUMBING/ELECTRICAL
PLANS FOR UTILITIES AROUND THE BUILDING.
4.CONTRACTOR SHALL MOVE EXISTING
CONTROL POINTS LABELED BY POINTS 27
AND 28 PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES.03/08/201912
PLAN
SIDEWALK MARKINGS SHALL BE
GROOVED 1/2" DEEP ON WIDTH
OF SW CENTERS
3/4" EXPANSION JOINTS AT 30'MAXIMUM INTERVALS
VARIES, REFER TO PLANSIDE ELEVATION
3/4" THICKNESS PRE MOLDED EXPANSION JOINT FILLER SPACED AT 30'-0"5"WIDTH OF SW WIDTH OF SWWIDTH OF SWWIDTH OF SW
2" SAND
CUSHION
8 SIDEWALK PAVING
NOT TO SCALE
3/4" EXP. JT
(PREMOLDED)
EXPANSION JOINT
SECTION
3-# 4 SMOOTH BARS 18"
LONG, ONE END
ASPHALTED WITHIN
EXPANSION CAP
5"CL
TOOLED EDGES
CONCRETE SIDEWALK
NOT TO SCALE
#3 BARS
@ 12" OCEW1"NOTE:
1.TO BE USED ONLY IF DRIVEWAY CANNOT BE POURED AT
ONCE.T1'-3"
MINIMUM
2"
CLEAR 3"9"T/4#3 BARS AT 18" O.C. BOTHWAYS
UNLESS NOTED OTHERWISE
2 #3 REINFORCING
BARS (EXTRA)
SPACED AS SHOWN
#4 DEFORMED BARS
2'-6" LONG SPACED
AT 18" MAXIMUM CENTERS
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
3 CONSTRUCTION JOINT
NOT TO SCALE
SAWED CONTROL JOINT
WITH HOT POURED
RUBBER JOINT SEALANT.
VERTICAL SAW CUT
(SEE DETAIL BELOW)T/4TT/2T/41/8" CUT 1"1/4"
7 SAWED CONTROL JOINT
NOT TO SCALE
SAW CUT
DETAIL
3/4"THICKNESSAS SPECIFIED1 1/2"MIN. CLEARREDWOOD HEADER
WITH RIPOFF STRIP
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
FIRST
POUR
SECOND POUR
OR EXISTING
PAVEMENT
4 EXPANSION JOINT DETAIL
NOT TO SCALE
UNLESS NOTED
OTHERWISE ON
PLANS
HMAC PAVEMENT REPAIR
2" TYPE D SURFACE COURSETHICKNESSAS SPECIFIED1 1/2"MIN. CLEARREDWOOD HEADER
WITH RIPOFF STRIP
ABOVE PAVING SERVICE
SECOND POUR
OR EXISTING
PAVEMENT
4 EXPANSION JOINT DETAIL
NOT TO SCALE
1" AVG. SAND CUSHION REQUIRED
15"TT/2(#6@30") SMOOTH
@ 24"DOWEL
PAINT AND OIL ONE
END OF DOWEL
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
EXPANSION CAP,
SLIP FIT
NOTES:
1. FOR EXISTING PAVEMENT - DRILL AND EPOXY DOWEL IN PLACE.
2. EXPANSION JOINTS SHALL BE 3/4" THICK REDWOOD FOR FULL DEPTH OF
PAVEMENT AND SHALL INCLUDE GREASED 30" SMOOTH 3/4" DIA.
DOWEL STEEL BARS WITH CAPS.
PROPOSED
PAVEMENT
EXISTING
PAVEMENT
5 EXPANSION JOINT AT EXISTING CONCRETE
NOT TO SCALE
6 CONCRETE PAVEMENT REPAIR
NOT TO SCALE
1'-0"1'-0"
FIRM TRENCH WALL
FIRM TRENCH WALL
SPLICE EXISTING
REINFORCEMENTFULL DEPTH
EXISTING
REINFORCEMENT
SAWED BREAKOUT
GOOVE (DEPTH=2"±)
SAWCUT
OF JOINT
UNLESS
WITHIN 3'
UNLESS
WITHIN 3'OF JOINT
NOTES:
1. WHEN REMOVING CONCRETE PAVEMENT THE CONTRACTOR SHALL ENDEAVOR TO LIMIT
DAMAGE TO EXISTING REINFORCEMENT SO IT MAY BE EMPLOYED IN THE REPLACEMENT
OPERATION. IF ORIGINAL REINFORCEMENT IS CUT OR BROKEN, REPLACEMENT BARS OF
THE SAME SIZE SHALL BE INSTALLED BY DRILLING AND DOWELLING AS DIRECTED BY
THE OWNER.
SEE STANDARD
EMBEDMENT DETAILS
MATCH EXISTING
ASPHALT THICKNESS
PIPE
O.D.
HMAC PAVEMENT REPAIR
2" TYPE D SURFACE COURSE
PRIME COAT
MATCH EXISTING
ASPHALT TYPE B DEPTH
TACK COAT
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:24 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-8-PV DETAILS.dwg C-8-PV DETAILS.dwgLast Saved: 2/6/2019 9:30 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-8-PV DETAILS.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILPAVING DETAILSC-7BMB KB8"-4000 PSI MIN PORTLAND CEMENT
CONCRETE. PARKING LOT SHALL BE 6"8"6" LIME TREATED BASE. IF SANDY SOILS
ARE ENCOUNTERED CONTRACTOR WILL
MIX HIGHER PI SOIL WITH SANDY SOIL
UNTIL PI IS HIGH ENOUGH FOR LIME TO BE
USED. SUBGRADE SOIL COMPACTED TO
95% OR GREATER OF STANDARD PROCTOR
DENSITY AT -1 TO +4 OR OPTIMUM
MOISTURE6"6"#3 BARS AT 18" ON CENTER
BOTH WAYS
3"2 ASPHALT PAVING DETAIL
NOT TO SCALE
1 CONCRETE PAVING DETAIL
NOT TO SCALE
6" COMPACTED SUBGRADE TO 95% OR
GREATER OF STANDARD PROCTOR DENSITY
AT -2 TO +3% OF OPTIMUM MOISTURE6"6" COMPACTED SUBGRADE TO 95% OR
GREATER OF STANDARD PROCTOR DENSITY
AT -2 TO +3% OF OPTIMUM MOISTURE6"3" ASPHALT PAVEMENT TYPE B
6" LIME TREATED BASE. IF SANDY SOILS
ARE ENCOUNTERED CONTRACTOR WILL
MIX HIGHER PI SOIL WITH SANDY SOIL
UNTIL PI IS HIGH ENOUGH FOR LIME TO BE
USED. SUBGRADE SOIL COMPACTED TO
95% OR GREATER OF STANDARD PROCTOR
DENSITY AT -1 TO +4 OR OPTIMUM
MOISTURE2"2" ASPHALT PAVEMENT TYPE D
DESNECILREENIGNELANOISSEFORSTATEOSAXETFPBRETT M. BRISTOW10100003/08/201913
OR ROCK BACKFILL
COMPACTED EARTH
ACCEPTABLE
LINK FENCE FABRIC IS
ALLOWABLE, TYP. CHAIN
EMBEDMENT = 1'
EXIST. GROUND)
24" ABOVE
(MIN. HEIGHT
WIRE MESH
FABRIC TOE-INTRENCH
4x4-W1.4xW1.4 MINIMUM
BACKING SUPPORT
MAX. 6' SPACING, MIN.
STEEL FENCE POST
FLOW
SILT FENCE
6" MIN.
6" MIN.
STABILIZATION AND STREET PAVED SURFACE
GRADE TO PREVENT RUNOFF
FROM LEAVING SITE
EXISTING GRADE PAVED SURFACE
50' MIN
TRANSITION TO
R.O.W.
6" MIN.
FILTER FABRIC
RADIUS = 5' MIN.
DRAINAGE MUST FLOW
AWAY FROM ENTRANCE
GRADE TO DRAIN AWAY FROM
PAVED SURFACE
50' MIN
SILT FENCE GENERAL NOTES:
1.STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED
A MINIMUM OF ONE FOOT.
2.THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR
MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS
FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE
TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL
SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE.
3.THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO
ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND
BACKFILLED WITH COMPACTED MATERIAL.
4.SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR
TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST.
THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF
FABRIC MEET.
5.INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2"
RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
6.SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
7.ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF
THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED
SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL
SILTATION.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
2SILT FENCE
NOT TO SCALE
1
ISOMETRIC PLAN VIEW
NOT TO SCALE
1 PLAN VIEW
NOT TO SCALE
2
PROFILE VIEW
NOT TO SCALE
2
STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES:
1.STONE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCK OR
ACCEPTABLE CRUSHED PORTLAND CEMENT CONCRETE.
2.LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF
30 FEET FOR LOTS WHICH ARE LESS THAN 150 FEET FROM EDGE OF
PAVEMENT. THE MINIMUM DEPTH IN ALL OTHER CASES SHALL BE 50
FEET.
3.THE THICKNESS SHALL NOT BE LESS THAN 6 INCHES.
4.THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL POINTS
OF INGRESS OR EGRESS.
5.WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM
BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH
OR WATERCOURSE USING CITY APPROVED METHODS.
6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED
SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES
MUST BE REMOVED IMMEDIATELY.
7.THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A
DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE
CONSTRUCTION SITE.
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:31 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-9-EC DETAILS.dwg C-9-EC DETAILS.dwgLast Saved: 2/6/2019 9:30 AM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-9-EC DETAILS.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILEROSION CONTROL DETAILSC-8BMB KBDESNECILREENIGNELANOISSEFORSTATEOSAXETFPBRETT M. BRISTOW10100003/08/201914
P
FH
EM
EM
P
EBEB
EB
EB
EB
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
WM
WM WM
WV
WV
WV
MH
MH
635
640
631 632 633 634
636 637 638 639
636623625636UE UEUEUT UTUT UT UT UT
UTUT UT UT UT UTUTUTUTUTUTUTSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 6:24 AM Plot By: 02812 Filename: N:\WW\Drawings\WW-AB-PL-SITE02.dwg WW-AB-PL-SITE02.dwg
Last Saved: 3/20/2019 2:21 PM Saved By: 02812Filename: N:\WW\Drawings\WW-AB-PL-SITE02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALHIGH SERVICE PUMP STATIONS
.
HSPS AREA PLANHS-1.DWS
JMM
.
MRRPLAN1"=10'1HIGH SERVICEELECTRICALBUILDINGRETAINING WALLSCALE IN FEET20'10'0HIGHSERVICEPUMPSTATIONNEW NORTH FINISHEDWATER METERVAULTNEW SOUTH FINISHEDWATER METERVAULTEXTERIORHIGHSERVICEPUMPSNEW CONCRETESTAIRWAY(4' WIDE)LAS INJECTIONSTATIONFLUORIDEINJECTIONSTATIONREPLACE 36"SUCTION BFV'SREPLACE 24"DISCHARGE BFV'S(OWNER SUPPLIED)REPLACE 36"DISCHARGE BFV'SREPLACE 36" SUCTIONBFV'S (OWNER SUPPLIED)#5#6EXISTING NORTHFINISHED WATERMETER VAULT1HS-62HS-6REPAIRDAMAGEDCONCRETEMJ PLUGNEW 36" X 30" TEEREPLACE 36"PIPE BETWEENELBOWSADD 30"BFV10'1-SMP-PVC(X2) 2-PSW-PVCNOTES BY SYMBOL " "1.PROVIDE TAP ON 48” FW LINE TO ACCOMMODATE SAMPLEPROBE. CONTRACTOR SHALL PROVIDE 1” SAMPLE PROBE WITHA 316SS VALVE. THE PROBE SHALL BE PVC WITH A 6” INSERTIONLENGTH WITH A 45 DEGREE BEVEL. PROBE SHALL BE A SAF-T-FLOSP-100-S-P-6-B OR APPROVED EQUAL. CONTRACTOR SHALLTRANSITION FROM THE 1/2” SAMPLE PROBE CONNECTIONTO 1” AS SHOWN ON THE YARD PIPING.2.EXTEND 1" SAMPLE LINE INTO LAS INJECTION STATION ANDCONNECT TO EXISTING SAMPLE PUMP TO FREE CHLORINEANALYZER.3.PROVIDE TWO TAPS ON 48” FW TO ACCOMMODATE INJECTIONQUILLS. CONTRACTOR SHALL PROVIDE TWO (2) 2” HEAVYSERVICE RETRACTABLE INJECTION QUILLS WITH A 316SSVALVE. THE TUBE MATERIAL SHALL BE 316SS WITH ANINSERTION LENGTH OF 12” WITH A 45 DEGREE BEVEL. THEQUILLS SHALL BE FURNISHED WITH A CHECK VALVE (ALLOY WITHEPDM). QUILLS SHALL BE A SAF-T-FLO HS-250-S-S-12-B-06 ORAPPROVED EQUAL. THE TAPS AND QUILLS SHALL BE 1' AND 2'DOWNSTREAM OF FLUORIDE INJECTION STATION AND SHALL BEAPPROXIMATELY 45 DEGREES FROM VERTICAL, ON OPPOSITESIDES OF PIPE CENTERLINE.4.SEE SHEET HS-3 FOR CONTINUATION.5.PROVIDE NEW SAMPLE LINE FROM EXISTING SAMPLE TAP TOLABORATORY.6.REPAIR EXISTING ROOF FOLLOWING METER REMOVAL, PERSTRUCTURAL DRAWINGS.21341-SMP-PVC5636-FW-RCCDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
15
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:21 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-PSH-PL-DEMO01.dwg WW-PSH-PL-DEMO01.dwg
Last Saved: 3/20/2019 2:18 PM Saved By: 02812Filename: N:\WW\Drawings\WW-PSH-PL-DEMO01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALHIGH SERVICE PUMP STATIONS
.
HSPS ROOM - DEMOLITION PLANHS-2.DWS
JMM
.
----1HS-423HS-403/8"=1'-01'2'4'PLAN3/8"=1'1DEMO CMU WALLSDEMO ELECTRICAL SWITCHGEARSEE ELEC. DRAWINGSDEMO EXISTING STAIRSAND REPLACEPUMP STATION ROOMHEADER ROOM(BURIED)REMOVE PIPEAND VALVE TOACCOMODATENEW COMPONENTSHS-4DEMO EXISTING STAIRSAND REPLACEDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
16
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:20 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-PSH-PL-DEMO02.dwg WW-PSH-PL-DEMO02.dwg
Last Saved: 2/7/2019 3:47 PM Saved By: 02812Filename: N:\WW\Drawings\WW-PSH-PL-DEMO02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALHIGH SERVICE PUMP STATIONS
.
HSPS ROOM MODIFICATIONSHS-3.DWS
JMM
.
----1HS-423HS-403/8"=1'-01'2'4'PLAN3/8"=1'1PUMP STATION ROOMHEADER ROOM(BURIED)GENERAL NOTES1.BLAST AND COAT ALL EXPOSED PIPING, INCLUDING IN SUCTIONTRENCHES, IN PUMP ROOM, AND HEADER ROOM.2.REPLACE ALL BOLTS, NUTS AND GASKETS ON SUCTION ANDDISCHARGE PIPING, FITTINGS AND VALVES.NOTES BY SYMBOL " "1.INSTALL NEW 20" GATE VALVES. PROVIDE 12" LONG SPOOL PIECEAT WALL AND ADJUSTABLE COUPLING WITH THRUST HARNESS.2.REPLACE EXISTING 18" BFV WITH NEW 18" BFV AND ELECTRICMOTOR OPERATOR.1122PUMPNO. 4PUMPNO. 1PUMPNO. 2PUMPNO. 3HS-4TWO 2-PW-PVC TO42-FW LINE NEARFLUORIDE INJECTIONSTATIONREPLACE EXISTING 6"ELBOW WITH 6" TEEAND 6" X 4" REDUCER4" X 2" TEE W/4" X 2"REDUCERREPLACE4" PRESSUREREDUCING VALVE3.REBUILD BRIDGE CRANE OVER PUMP BAY (NOT SHOWN)DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639463.INSTALL PRESSURE GAUGE WITH ISOLATION COCK ON EACHPUMP SUCTION AND DISCHARGE (8 TOTAL).33333-22-2019
17
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:22 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-PSH-SC-DEMO02.dwg WW-PSH-SC-DEMO02.dwg
Last Saved: 2/7/2019 3:41 PM Saved By: 02812Filename: N:\WW\Drawings\WW-PSH-SC-DEMO02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALSECTION - SUCTION HEADER3/8"=1'3SECTION3/8"=1'2SECTION - HEADER ROOM3/8"=1'1HIGH SERVICE PUMP STATIONS
.
HSPS ROOM - PIPING SECTIONSHS-4.DWS
JMM
.
----REPLACE 16" GVREPLACE 4" GVREPLACE 6" GVREPLACE 4"BACKFLOWPREVENTERASSEMBLYREPLACE 4"PRESSUREREDUCINGVALVE36-PW24-PW36-PWGENERAL NOTES1.BLAST AND COAT ALL EXPOSED METAL PIPING, INCLUDING INSUCTION TRENCHES, IN PUMP ROOM, AND HEADER ROOM.2.REPLACE ALL BOLTS, NUTS AND GASKETS ON SUCTION ANDDISCHARGE PIPING, FITTINGS AND VALVES.DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946REPLACE 6"PRESSUREREDUCING VALVEREPLACE 4" GV3-22-2019
18
TOP PLAN
3/8"=1'-0"
1
--
16'-10"12'-8"11'-6"14'-1"13'-10"18'-0"
1'-2"
1'-2"1'-2"4'-6"1'-2"2'-0"9'-2"5'-0"4'-11"
1'-7"
5'-0"x8'-6"
OPENING WITH
REMOVABLE LID
3'-0"x3'-0"
OPENING FOR
BILCO J-AL
HATCH OR
APPROVED EQUAL
6" DIA OPENING FOR AIR
INTAKE VENT
(RE: 8)
SUMP DISCHARGE
4" SPLASH PAD
SECTION
3/8"=1'-0"
5
--
36" DI
A
13'-10"
11'-6"
15'-10"
1'-0"
1'-2"1'-2"12'-0"4'-0"2'-6"5'-0"4'-6"
11'-8"
1'-0"
2'-0"2'-2"
4" SPLASH PAD
ADJUSTABLE PIPE
SUPPORT
2'-0"10"1'-0"SLOPE AWAY FROM VAULT
(TYP)
112"Ø PVC
5'-0"2" SLOPE
LID OMITTED FOR
CLARITY
SECTIONAL PLAN
3/8"=1'-0"
2
--
FLOW
3
--
4
--
2'-5"7'-6"2'-4"2'-5"
18'-0"
15'-8"
20'-0"
1'-0"1'-0"
1'-2"1'-2"13'-10"11'-6"15'-10"1'-0"1'-0"1'-2"1'-2"8'-2"1'-0"
FxF FULLY
RESTRAINED
DEPEND-O-LOK
VENTURI
FLOW METER
ALUMINUM LADDER
ALUMINUM GRATING
SLOPE
SLOPE
SECTION
3/8"=1'-0"
6
--
FLOW
18'-0"
15'-8"
20'-0"
1'-0"1'-0"
1'-2"1'-2"12'-0"3'-5"9'-2"1'-7"
2'-5"7'-6"
VENTURI FLOW METER
ELEV: 624.17
ELEV: 610.25
2'-4"2'-5"1'-0"
FxF FULLY
RESTRAINED
DEPEND-O-LOK
PRESSURE
TRANSMITTER
2" SLOPE
REMOVABLE
CONCRETE LID
(SEE STRUCTURAL)24"VENTILATOR
ROOF
6" GRAVITY
6" SCH. 40
STEEL PIPE
6" GRAVITY
ROOF VENTILATOR
3/8"=1'-0"
9
--
6" SCH. 40 STEEL
PIPE
STAINLESS STEEL
12"8"FLANGE
6" SCH 40 PVC
PIPE CONTINUE TO
12" FROM FLOOR,
FASTEN PIPE TO
WALL @ 10'-0"C/C
INSECT SCREEN
AIR INTAKE PIPE
3/8"=1'-0"
8
--
NOTES:
1.PIPE SUPPORT MATERIAL, AND DIMENSIONS TO BE
DETERMINED BY MANUFACTURER.
2.SADDLE SUPPORT SHALL BE DESIGNED FOR THE O.D. OF PIPE.
3.ADJUSTABLE PIPE SUPPORT SHALL BE BY PIPING
TECHNOLOGY PRODUCTS OR APPROVED EQUAL.
4.PIPE SUPPORT SHALL BE HOT DIPPED GALVANIZED.
PER MFG
PER MFG
PER MFG VARIESPER MFG℄ PIPE ELEV VARIES
7
--
ADJUSTABLE PIPE SUPPORT
NOT TO SCALE6"EMBED(4) 34"Ø GALV. HAS ROD W/HILTI
RE500 ADHESIVE T/CONC
2" NON-SHRINK GROUT HIGH SERVICE PUMP STATIONS.HSPS - FLOW METER VAULT DETAILSHS-5
.DWSJMM3/8"=1'-0
0 1'2'4'SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:23 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-WPS-DT-FLMR.dwg WW-WPS-DT-FLMR.dwgLast Saved: 2/7/2019 4:18 PM Saved By: 02812Filename: N:\WW\Drawings\WW-WPS-DT-FLMR.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL
NORTH
NOTE:
1.LADDER EXTENSION POST
MAY BE SUBSTITUTED IN
PLACE OF GRAB BARS. (TYP OF 2)
GRAB BARS
1
1
NOTES BY SYMBOL " "
1.NORTH VAULT SHOWN IN SECTION. ADJUST SOUTH VAULT
HEIGHT FLUSH WITH PAVEMENT.
2.NORTH VAULT ONLY. LOCATE VAULT TO INCORPORATE
EXISTING SAMPLE LOCATION. REPLACE PIPING IN VAULTAND RECONNECT OUTSIDE VAULT.
3.TYPICAL OF 2 VAULTS - SEE ORIENTATION ON SHEET HS-1.
2
3 DESNECILREENIGNELANOISSEFORSTATEOSAXETFPDAVID W. SLOAN639463-22-201919
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:25 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-HSP-SC-PIPE01.dwg WW-HSP-SC-PIPE01.dwg
Last Saved: 2/5/2019 2:03 PM Saved By: 02812Filename: N:\WW\Drawings\WW-HSP-SC-PIPE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALSECTION - EXTERIOR HSPS3/8"=1'2HS-1SECTION - EXTERIOR HSPS3/8"=1'1HS-1HIGH SERVICE PUMP STATIONS
.
HSPS AREA SECTIONS & DETAILSHS-6.DWS
JMM
.
----REPLACE 24"DISCHARGE BFV'S(OWNER SUPPLIED)REPLACE 36" SUCTION BFV'S(OWNER SUPPLIED)REPLACE 36"SUCTION BFV'SREPAIR DECK SURFACEAROUND CORNER HATCHWITH CONCRETE REPAIRMATERIAL1NOTES BY SYMBOL " "1.IF PUMP IS MOVED TO FACILITATE VALVE REPLACEMENT,CONTRACTOR IS RESPONSIBLE FOR RESETTING IN TRUE VERTICALALIGNMENT.EXISTING METER VAULT TO REMAIN. SEE STRUCTURAL FOR ROOFREPAIR.DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946 2.23-22-2019
20
FILT-503FILT-504FILT-501FILT-502SECTION3/16" = 1'-0"1F-1UPPER PLANSCALE: 3/16" = 1'-0"1F-1124SCALE: 3/16" = 1'-0"0FILT-503FILT-504FILT-501FILT-502LOWER PLANSCALE: 3/16" = 1'-0"1F-1FF EL 628.17FF EL646.00±25'-9"±25'-3"±24'-3"±25'-0"±4'-0"±8-A-SS16FTW-DI12-FTW-DI12-FW-DI8'-3"±3'-2"±5'-6"±5/8"±5'-9"±7'-6"±3'-4"±3'-6"±3'-9"±3'-7"±5'-3"±16'-5"±7'-3"±5'-9"±8-A-SS4'-4"±
(TYP)
5'-8"±
4'-4"±(TYP)8-A-SS16-FTW-DI12-FTW-DI20-BWS-DI24-WWW-DI30-FW-DI16-BWS-DI6-D-DI12" FE(TYP)10" ACTUATED BFV(TYP) (ACTUATOR NOTSHOWN FOR CLARITY)8" EXPANSIONJOINT (TYP)12" ACTUATED BFV(TYP) (ACTUATOR NOTSHOWN FOR CLARITY) EL 630.50 EL 633.50 EL 636.42 EL 642.58± GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, ELEVATIONS, ANDCONNECTION TYPES PRIOR TO SHOP DRAWING SUBMITTAL,FABRICATION, AND INSTALLATION.2.THE VALVE AND ACTUATOR REPLACEMENT SHOWN ON THIS DRAWING ISTYPICAL FOR ALL SIXTEEN (16) FILTERS.3.VALVE INSTALLATION SHALL BE ACCOMMODATED BY THE REMOVAL OFTHE ADJACENT FITTINGS AND PROVIDE NEW GASKET AND NUT/BOLT SETSUTILIZING FLANGE ISOLATION GASKET KITS AT ALL DISTURBEDCONNECTIONS.4.SEE ARCHITECTURAL DRAWINGS FOR STAIR REPLACEMENT.5.THE CONTRACTOR SHALL GROUT RUB THE INTERIOR WALLS OF THEFILTER GALLERY AND STAIRWELL ENTRY TO THE FILTER GALLERY PERSECTION 03 30 00. REFER TO DRAWING F-3 FOR OVERALL STRUCTURALDIMENSIONS.6.THE CONTRACTOR SHALL REPLACE THE EXISTING ELECTRIC MOTORACTUATOR ON THE 16-INCH PLUG VALVE (FILTER DRAIN). THE 16-INCHPLUG VALVE (FILTER DRAIN) AT EACH FILTER SHALL BE REUSED.7.THE CONTRACTOR SHALL REPLACE THE EXISTING ELECTRIC MOTORACTUATOR AND 12-INCH PLUG VALVE (FILTER EFFLUENT).8.THE CONTRACTOR SHALL ABRASIVE BLAST AND RE-COAT THE INTERIOROF THE 30-FW-DI FROM THE POINT OF THE CONNECTION OF THE PIPEREPLACEMENT SHOWN ON HS-1 TO THE VERTICAL RUN OF THE 90-DEGBEND. THE CONTRACTOR SHALL THEN COAT THE INTERIOR OF THE PIPEWITH A COATING SYSTEM SUITED FOR POTABLE WATER APPLICATIONPER SECTION 09 91 00.20-BW-DIFW PIPING AND FTW PIPINGARE NOT SHOWN FOR CLARITYSLG-501SLG-502SLG-503SLG-504MMMMMSLG-501SLG-502SLG-503SLG-504BFV-501APV-501CPV-501BGV-501GBFV-501DFE-5007PV-501EBFV-501F4-PSW-DIHOSE BIB (TYP)2-1/2-PSW-PVCHOSE BIB (TYP)WALL SLEEVE(TYP)PIPE SUPPORT(TYP OF 2)1-1/2-PSW-PVC2-1/2-PSW-PVC4-PSW-DI4-PSW-DIBWV-501HPIPE SUPPORTPIPE SUPPORT(TYP)PIPE SUPPORT(TYP)PIPE SUPPORT(TYP)2-D-PVCWALL SLEEVE(TYP)1-1/2-PSW-PVC1-1/2-PSW-PVC2-SPD-PVC2-SPD-PVCPIPE SUPPORT3'-2"±1 3/4"±TURBIDITY METERDRAIN LINE HEADER2-SPD-PVC20" SEGMENTAND DISMANTLING JOINTEYE BOLT EL 653.67(2) 1/2" LAS1/2" FL1" SMP TOCONTROL ROOMPIPE SUPPORT EL 645.75±1"SMP, 1/2"HFS,(2) 1" LASBACKFLOWPREVENTOR12" FCA (TYP)PIPE SUPPORT(TYP)PIPE SUPPORT(TYP)BFP3-PW-PVCHSPS HEADERTO LAS INJECTION STATIONTO LASINJECTION STATIONSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:30 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-FIL-PL-SITE01.dwg WW-FIL-PL-SITE01.dwg
Last Saved: 2/5/2019 2:04 PM Saved By: 02812Filename: N:\WW\Drawings\WW-FIL-PL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALHIGH SERVICE PUMP STATIONS
FILTER PIPE GALLERY SOUTHF-1DWS
JMM
.
MRR30-FW-DIC/L ELEV. 621.22 ±(REFER TO NOTE 8)CONTRACTOR SHALL REPLACE THEEXISTING BOLT SETS ON THE 30" DITEE W/316SS BOLTS, NUTS, ANDWASHERS.12" PLUG VALVE W/ELECTRICMOTOR ACTUATOR(TYP. 16 FILTERS)(REFER TO NOTE 7)16" PLUG VALVE(TYP. 16 FILTERS)ELECTRIC MOTOR ACTUATOR ONEXISTING 16" PLUG VALVE (TYP. 16FILTERS) (REFER TO NOTE 6)2019-03-2221
FILT-513FILT-514FILT-515FILT-516124SCALE: 3/16" = 1'-0"0FILT-513FILT-514FILT-515FILT-516SECTION3/16" = 1'-0"1F-2UPPER PLANSCALE: 3/16" = 1'-0"1F-2LOWER PLANSCALE: 3/16" = 1'-0"1F-2FF EL 628.17±FF EL 646.00±4 1/4"±5 1/4"±4 3/8"±8-A-SS5 3/8"±2'-10"±16-FTW-DI12-FTW-DI5/8"±5/8"±4'-4"±
(TYP)1 7/8"±9'-6"±6'-0"±2 3/8"±5/8"±5/8"±5/8"±5/8"±12-FW-DI8-A-SS16-FTW-DI12-FTW-DI20-BW-DI24-WWW-DI30-FW-DI16-BWS-DI4-D-DI12" FE (TYP)10" ACTUATED BFV(TYP) (ACTUATOR NOTSHOWN FOR CLARITY)8" EXPANSIONJOINT (TYP)12" ACTUATED BFV(TYP) (ACTUATOR NOTSHOWN FOR CLARITY) EL 630.50± EL 636.42± EL 642.58± EL 633.50±PV-513BGV-513GFE-5247PV-513EPV-513CSLG-513BFV-513ABFV-513FBFV-513DSLG-514SLG-515SLG-516SLG-513SLG-514SLG-515SLG-516 EL 630.67±FF EL 628.1720-BW-DI20-BW-DI2-PSW-PVCHOSE BIB (TYP)2-1/2-PSW-PVCHOSEBIB (TYP)WALL SLEEVE(TYP)1-1/2-PSW-PVC4-PSW-DIPIPE SUPPORT(TYP)PIPE SUPPORT(TYP)2-D-PVCWALL SLEEVE(TYP)BWV-513H4-PSW-DIPIPE SUPPORT1-1/2-PSW-PVC EL 641.08± EL 636.251 7/8"±8'-0"±3/4"±5/8"±1 1/2"±8-A-SSEL 642.582-1/2-PSW-PVC EL 643.334-PSW-DI EL 653.67±PIPE SUPPORT2-D-PVC EL 644.58±2-PSW-PVCEXISTINGEXHAUST FAN1-SMP-PVC1" SMP12" FCA(TYP)1-1/2" TEE W/ BLIND FLANGEPIPE SUPPORT(TYP)4"x2" REDSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:33 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-FIL-PL-SITE02.dwg WW-FIL-PL-SITE02.dwg
Last Saved: 2/5/2019 2:06 PM Saved By: 02812Filename: N:\WW\Drawings\WW-FIL-PL-SITE02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALFILTERS
FILTER PIPE GALLERY NORTHF-2DWS
JMM
.
MRR16" PLUG VALVE W/ELECTRIC(TYP FOR 16 FILTERS)12" PLUG VALVE W/ELECTRICMOTOR ACTUATOR(TYP FOR 16 FILTERS)(REFER TO DRAWING F-1, NOTE 7) NOTES:1.REFER TO DRAWING F-1 FOR ADDITIONAL NOTES.ELECTRIC MOTOR ACTUATOR ONEXISTING 16" PLUG VALVE (TYP. 16FILTERS) (REFER TO DRAWING F-1,NOTE 6)2019-03-2222
M
FILT-501FILT-502FILT-503FILT-504FILT-505FILT-506FILT-507FILT-508
FILT-516 FILT-515 FILT-514 FILT-513 FILT-512 FILT-511 FILT-510 FILT-509
OVERALL PLAN @ EL 644.00MATCHLINE A-AMATCHLINE A-AFRP TROUGH
5'-6"(TYP)5'-6"(TYP)21'-8"21'-8"21'-8"21'-8"21'-8"21'-8"21'-8"21'-8"
21'-10"21'-10"21'-10"21'-10"21'-10"21'-10"21'-10"21'-10"
8" AS HEADER
8" AS HEADER
204'-8"
204'-9"
EXISTING 20" BW
20" BW ISOLATION VALVE
BFV-517
NEW 2-1/2" PSW HEADER
EXISTING 20" BW EXISTING 20" BW
EXISTING 20" BW
ROOF DRAINS
SAMPLE LINE
SAMPLE LINE
SAMPLE LINE
SCALE: 1/8" = 1'-0"
M
12"(TYP)24"
(TYP)
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:37 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-FIL-PL-SITE04.dwg WW-FIL-PL-SITE04.dwgLast Saved: 2/5/2019 2:07 PM Saved By: 02812Filename: N:\WW\Drawings\WW-FIL-PL-SITE04.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL FILTERS.FILTER COMPLEX - OVERALL PLAN AND SECTIONSF-3
.JLNJMM####SCALE IN FEET
20'10'0
FF EL 628.17
EL 630.50
EL 636.25
EL 642.58
FF EL 646.00
2'-9"5'-6"5'-6"2'-9"
EL 635.00
EL 633.2516" BW
20" BWHEADER
30" FW
8" AS
16" FTW
DRAIN (TYP)
UNDERDRAIN
MEDIA NOT SHOWN FORCLARITY SEE SECTION 4THIS SHEET
FRP
TROUGH (TYP)
M
12"(TYP)24"
(TYP)
WALL BRACKET w/3/8"-16 x 3" LG.
ANCHOR UNITS,
HEX NUTS, FLAT AND LOCK
WASHERS, (WALL ANGLE
TO BE SS TYPE 304.)
12" FTW
DRAIN (TYP)
16" FTW
DRAIN (TYP)
FF EL 628.17
FF EL 646.00
EL 642.58
EL 636.25
EL 630.50
16" WWW
20" BW
HEADER
30" FW
24" WWW
8" AS
1-1/2" PSW LINETO FILTER BOX
HOSE BIB
1-1/2" PSW LINETO FILTER GALLERY
HOSE BIB TURBIDITY METER
DRAIN LINE HEADER
FF EL 628.17
FF EL 646.00
EXISTING
16" WWW
8"
AS HEADER
EXISTING
20" BW
EL 642.58
EL 636.25
EL 638.42
4" PSW
PIPE
SUPPORT XVII
SUMP PUMP
PIPE
SUPPORT
2" SPD BACK TO CW
CHANNEL
2" SPD
2" BV
1" CV
DRAINLINE
HEADERAPPROX GRADE
EL 632.00
3
F-3
1
F-3
2
F-3
PHOTO-1
F-4
PHOTO-2
F-4
PHOTO-3
F-4
SECTION
1/4" = 1'-0"
1
F-3
SECTION
1/4" = 1'-0"
2
F-3
SECTION
1/4" = 1'-0"
3
F-3 DESNECILREENIGNELANOISSEFORSTATEOSAXETFPDAVID W. SLOAN639463-22-201923
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:48 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-FIL-PL-SITE05.dwg WW-FIL-PL-SITE05.dwg
Last Saved: 2/5/2019 2:08 PM Saved By: 02812Filename: N:\WW\Drawings\WW-FIL-PL-SITE05.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALFILTERS
.
FILTER COMPLEX - MISCELLANEOUS DETAILSF-4.JLN
JMM
.
MRRFLOCCULATED WATER LINE SECTION3/16=1'-0"1SCALE IN FEET20'10'0WEST END SECTION3/8"=1'-0"2PHOTONO SCALE1F-3PHOTONO SCALE2F-3PHOTONO SCALE3F-31'-0"±1'-0"±1'-0"±1'-0"±1'-0"±2'-6"± GENERAL NOTES1.THE CONTRACTOR SHALL ABRASIVE BLAST AND COAT THEAREAS SHOWN IN PHOTOS 1, 2, AND 3 FOR EACH OF THESIXTEEN (16) FILTERS. COATING SHALL BE PER 09 90 00.10 ANDSHALL MATCH THE ADJACENT FLOOR COLOR. COORDINATEWITH OWNER AND ENGINEER TO ACCESS EACH FILTER. THECONTRACTOR SHALL PROTECT THE FILTER AND EQUIPMENTFROM ABRASIVE BLASTING MATERIAL AND OVER SPRAY.2.CONTRACTOR SHALL PREPARE AND COAT EXISTING EXPOSEDSTEEL PIPING SHOWN IN SECTION 1 AND 2, INCLUDING THEDISCHARGE TEE AND ALL APPURTENANCES (I.E., DRESSERCOUPLINGS, HARNESSES, AIR VALVES, ETC.).3.DIMENSIONS SHOWN ON SECTIONS 1 AND 2 ARE BASED ONORIGINAL DRAWINGS AND SHOULD BE FIELD VERIFIED.4.THE CONTRACTOR SHALL REPLACE THE NUTS, BOLTS,WASHERS, AND THRUST RESTRAINT RODS ON THE 30-INCHCOAGULATED WATER LINE WITH 316SS HARDWARE. INADDITION TO THE REPLACEMENT OF THE HARDWARE, THECONTRACTOR SHALL REPLACE THE FLANGE GASKETS.4'-0"3'-0"4'-0"10'-8"10'-8"8'-0"11'-0"8'-0"6'-0"4'-0"4'-0"3'-0"ACCESSSTEPS1'-8"30" DRESSER CPLG.W/THRUST HARNESS3'-6"2" AIR RELEASEVALVE30" X 30" ELBOWEL. 646.33EL. 646.0030" CONC.CYL. PIPE30" X 24"REDUCINGELBOW24" Ø M.O.PLUG VALVE24" X 30"REDUCER30" CONC. CYL. PIPE24'-0"6'-0"12'-0"6'-0"8'-0"4'-4" GENERAL NOTES1.PREPARE AND PAINT EXPOSED STEEL PIPE, INCLUDINGDISCHARGE TEE.2.DIMENSIONS FOR SECTIONS 1 AND 2 ARE FROM ORIGINALDRAWINGS AND SHOULD BE CONSIDERED APPROXIMATE.FLOCCULATED WATER PIPELINE (TYPICAL OF 2)DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639462F-43-22-2019
24
HYPO FILL STATION
4" HYPO FILL
1-1/2"
HYPO SUCTION
SODIUM HYPOCHLORITE
BULK STORAGE TANK
SODIUM HYPOCHLORITE BULK
STORAGE TANK
1-1/2" HYPO SUCTION
(2) 2" POLY
4" HYPO OF
(2) 2" POLY2" PSW
2" BFP
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:50 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-PFR-PL-SITE01.dwg WW-PFR-PL-SITE01.dwgLast Saved: 2/5/2019 2:09 PM Saved By: 02812Filename: N:\WW\Drawings\WW-PFR-PL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CHEMICAL BUILDING II POLYMER FEED ROOM PLANCF-1
.DWSJMM.MRRPOLYMER FEED ROOM PLAN
3/8"=1'-0"
1
0
3/8"=1'-0
1'2'4'
REPLACE 3 POLYMER FEED UNITS
REPLACE PSW SUPPLY AND
BOTH POLYMER SOLUTION
HEADERS FROM TRENCH
EXIT TO NEW UNITS
REROUTE NEAT POLYMER
SUPPLY LINE TO CONNECT
TO NEW UNITS DESNECILREENIGNELANOISSEFORSTATEOSAXETFPDAVID W. SLOAN639463-22-201925
ARCHITECTURALNOTES, SYMBOLS, LEGEND,AND ROOM FINISH SCHEDULEA-1
26S. ZEIDC. ROGERS--STRUCTURAL COLUMN CENTERLINE
WALL CENTERLINE IF NOT COLUMN
NUMBER
ACCESSORY, LAB FURNITURE
& EQUIPMENT KEY
BUILDING ELEVATION THIS SIDE
CENTERLINE
DIAMETER
WALL ELEVATION SYMBOL
WALL NUMBER
SHEET NUMBER
ROOM NUMBER
WINDOW NUMBER SYMBOL
WALL PARTITION TYPE
ELEVATION INDICATION
SYMBOLS
1.THE LEGEND AND ABBREVIATIONS LIST ON THIS SHEET IS A COMPREHENSIVE STANDARD GUIDE INTENDED FOR
GENERAL USE ON ALL PROJECTS. THEREFORE NOT ALL THE SYMBOLS AND ABBREVIATIONS CONTAINED IN THIS
LIST ARE NECESSARILY USED ON THIS PARTICULAR PROJECT AND SHOULD BE USED FOR CLARIFICATION ONLY.
2.ITEMS NOT NOTED ON SHEETS SHALL BE CONSIDERED THE SAME AS NOTED ITEMS WHICH ARE GRAPHICALLY
REPRESENTED IN THE SAME MANNER.
3.FOR CONCRETE AND STEEL SIZES AND CONFIGURATIONS SEE 'S' SHEETS.
4.FOR LOCATION OF HVAC EQUIPMENT AND PADS COORDINATE WITH 'H' SHEETS.
5.FOR FLOOR DRAIN LOCATIONS SEE 'P' SHEETS.
6.FOR FINAL GRADING AND BUILDING LOCATION SEE 'C' SHEETS.
7.FOR EXACT LOCATION OF MECHANICAL EQUIPMENT VENTS COORDINATE WITH 'M' SHEETS.
8.COORDINATE WITH ELECTRICAL SHEETS FOR LOCATION AND SIZE OF RECESSED ELECTRICAL DEVICES IN WALLS.
SEE ELECTRICAL SHEETS FOR LOCATIONS AND DETAILS.
9.COORDINATE WITH ELECTRICAL SHEETS FOR LIGHT FIXTURE TYPES AND LOCATIONS.
10.FOR EXTENT OF GRATING AND DETAILS SEE 'S' SHEETS.
11.VERIFY DIMENSIONS WITH MANUFACTURER OF EQUIPMENT SUPPLIED.
12. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS.
13.FOR RAILING AND LADDER DETAILS, REFERENCE SHEET A-25.
14.FOR DOOR SCHEDULE AND DETAILS, REFERENCE SHEETS A-20.
15.FOR ROOM FINISH SCHEDULE, REFERENCE SHEET A-1.
16.FOR WALL PARTITION TYPES, REFERENCE SHEET A-7.
17.FOR SIGNAGE TYPES, REFERENCE SHEET A-24.
*
GENERAL ARCHITECTURAL NOTES
GRATING
STEEL
GROUT
BRICK
CONCRETE
CMU
UNDISTURBED
SOIL
CHECKERED
PLATE
GENERALFILL
PLANK
GRATING
TRENCHCOVER
RIGID
INSULATION
WOOD (ROUGH)
WOOD (FINISHED)
SINGLE RAIL RAILING
TWO RAIL RAILING
THREE RAIL RAILING
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:02 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-1.dwg A-1.dwgLast Saved: 3/19/2019 4:48 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-1.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LEGEND
FLOORING
WALLS
FINISH LEGEND
CEILING
BASE
CERAMIC FLOOR TILE
CONCRETE WITH HARDENER
EXPOSED CONCRETE
CHEMICAL RESISTANT CONCRETE TOPPING
RESINOUS FLOORING
CFT
CH
CONC
CRCT
RSF
CMU
CONC
CWT
PT-CMU
PT-CONC
PT-GYP
CTB
RB
VB
APC
CONC
GYP
PT-GYP
PT-STLD
STL
PT-CONC
UNPAINTED CONCRETE MASONRY UNITS
EXPOSED CONCRETE
CERAMIC WALL TILE ON TILE BACKING GYPSUM BOARD
PAINTED CONCRETE MASONRY
PAINTED CONCRETE
PAINTED GYPSUM WALLBOARD
ACOUSTICAL PANEL CEILING TILE
EXPOSED CONCRETE
GYPSUM WALLBOARD
GYPSUM WALLBOARD FINISHED AND PAINTED
PAINTED STEEL DECK
UNFINISHED STEEL DECK
PAINTED CONCRETE
CERAMIC TILE
RESINOUS BASE
VINYL BASE
NOTE:
THE FINISH LEGEND IS A COMPREHENSIVE STANDARD GUIDE INTEDED FOR GENERAL USE
ON ALL PROJECTS. THEREFORE NOTE ALL LISTED FINISHES ARE NECESSARILY USED ON
THIS PROJECT.
AFF ABOVE FINISH FLOOR
ALUMALUMINUM
ALT ALTERNATE
&AND
A ARCHITECTURAL
@ AT
BSMT BASEMENT
BM BEAM
BTWNBETWEEN
BITUM BITUMINOUS
BLK BLOCK
BD BOARD
BOT BOTTOM
BO BOTTOM OF
BRK BRICK
BLDG BUILDING
CIP CAST IN PLACE
CLG CEILING
COL COLUMN
CONCCONCRETE
CMU CONCRETE MASONRY UNIT
CONSTR CONSTRUCTION
CONT CONTINUOUS
CJ CONTROL JOINT
CLR CLEAR
DEMODEMOLITION
DETS DETAILS
DIA DIAMETER
DIM DIMENSION
DR DOOR
DBL DOUBLE
DN DOWN
DWL DOWEL
DWG DRAWING
EA EACH
E EAST
EEW EMERGENCY EYEWASH
EEWS EMERGENCY
EYEWASH/SHOWER
ELEC ELECTRICAL
EL ELEVATION
EMBED EMBEDMENT
EQ EQUAL
EQUIPEQUIPMENT
EX EXISTING
EXP EXPANSION
PNL PANEL
PL PLATE
PLBG PLUMBING
PVC POLYVINYL CHLORIDE
PVF POLYVINYL FLUORIDE
PSF POUNDS PER
SQUARE FT
PJ PREMOLDED JOINT
PT PRESSURE TREATED
QUANQUANTITY
RAD RADIUS
REF REFERENCE
REINFREINFORCING
REQD REQUIRED
R RISER
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
SECT SECTION
SHT SHEET
SIM SIMILAR
S SOUTH
SPECSSPECIFICATIONS
SQ SQUARE
ST STLSTAINLESS STEEL
STD STANDARD
STA STATION
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
USP SUSPENDED
SYS SYSTEM
TEMP TEMPORARY
THK THICK(NESS)
TOS TOP OF SLAB/STEEL
T TREAD
TYP TYPICAL
UL UNDERWRITER'S
LABORATORIES
UON UNLESS OTHERWISE
NOTED
VERT VERTICAL
VT VINYL TILE
WT WEIGHT
W WEST
W/WITH
W/O WITHOUT
WD WOOD
ABBREVIATIONS
EJ EXPANSION JOINT
EXT EXTERIOR
FT FEET
FRP FIBER REINFORCED PLASTIC
FIN FLR FINISH FLOOR
FE FIRE EXTINGUISHER
FIXT FIXTURE
FLR FLOOR
FD FLOOR DRAIN
FDTN FOUNDATION
GA GAGE
GALV GALVANIZED
GEN GENERAL
GF-CMU GROUND FACE CONCRETE
MASONRY UNIT
GR GRADE
HVAC HEATING, VENTILATING
AND AIR CONDITIONING
HT HEIGHT
HP HIGH POINT
HM HOLLOW METAL
HORIZHORIZONTAL
INFO INFORMATION
IN INCH
ID INSIDE DIMENSION
INSULINSULATION
INT INTERIOR
JT JOINT
LAB LABORATORY
LAV LAVATORY
LP LOW POINT
MFR MANUFACTURER
MATL MATERIAL
MAX MAXIMUM
MECHMECHANICAL
MTL METAL
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH
NTS NOT TO SCALE
NO NUMBER
OC ON CENTER
OPNGOPENING
OPP OPPOSITE
OD OUTSIDE DIAMETER
OCD OVERHEAD COILING DOOR
PC PRECAST
BUC -B
SF -42
OLF -100
OL -1
SPR -YES
SUPERINTENDENT
OFFICE
111
SCADA / REG OFFICE
113
SENIOR
ENGINEER OFFICE
112
MECHANICALROOM
114
MENSTOILET ROOM
117
WOMENSTOILET ROOM
118
CONFERENCE \ TRAINING ROOM
101
CORRIDOR
119
CONFERENCEROOM
110
OFFICE
109
OFFICE
108
RECEPTION
104
BREAK ROOM
103
KITCHEN
102
MAINT. ROOM
115
SERVER ROOM
116
51'
BUC -B
SF -221
OLF -150
OL -2
SPR -YES
BUC -BSF-264OLF-100OL-3SPR-YES
BUC -BSF-300OLF-150OL-2SPR-YES
BUC -B
SF -224
OLF -150
OL -3
SPR -YES
BUC -B
SF -143
OLF -150
OL -2
SPR -YES
BUC -B
SF -123
OLF -15
OL -9
SPR -YES
BUC -B
SF -125
OLF -150
OL -1
SPR -YES
BUC -B
SF -125
OLF -150
OL -1
SPR -YES
ELECTRICALCLOSET
107
43'
BUC -B
SF -185
OLF -150
OL -2
SPR -YES
BUC -B
SF -185
OLF -150
OL -2
SPR -YES
BUC -BSF-42OLF-150OL-1SPR-NO
BUC -BSF-101OLF-300OL-1SPR-YES
BUC -B
SF -203
OLF -150
OL -2
SPR -YES
54'
56'62'
68'45'
COPY ANDRECORDS STORAGE
106
BUC -A-3
SF -940
OLF -15
OL -63
SPR -YES
44'-0"BUC -BSF-544OLF-150OL-4SPR-YES
CORRIDOR
119
BUC -BSF-174OLF-150OL-2SPR-YES
BUC -B
SF -174
OLF -150
OL -2
SPR -YES
POST MOUNTED AUTOMATIC
DOOR OPERATOR
WALL MOUNTED AUTOMATIC DOOR
OPERATOR
POST MOUNTED AUTOMATIC
DOUBLE SWITCH DOOR
OPERATOR35'-5"93'-1"26'-2"
VESTIBULE
105
CLOSET
120
ELECTRICAL ROOM
101
BUC -F-2
SF -1457
OLF -300
OL -5
SPR -NO
60'
47'
47'-0"31'-0"ELECTRICAL ROOM
102 BUC -F-2SF-155OLF-300OL-1SPR-NO
CHEMICALROOM
101
BUC -H-3
SF -619
OLF -300
OL -3
SPR -NO
41'
33'
13'40'-8"21'-4"
CHEMICALROOM
101
BUC -H-3
SF -619
OLF -300
OL -3
SPR -NO
41'
33'21'-4"32'-0"ARCHITECTURALBUILDING CODECOMPLIANCE PLANSA-2
27S. ZEIDS. ZEID--SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:02 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-2.dwg A-2.dwgLast Saved: 3/19/2019 5:00 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-2.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533ADMINISTRATION BUILDING
CODE COMPLIANCE PLAN
1/8" = 1'-0"
1 NORTHELECTRICAL BUILDING
CODE COMPLIANCE PLAN
1/8" = 1'-0"
2 NORTH
LAKE LEWISVILLE CHEM BLDG
CODE COMPLIANCE PLAN
1/8" = 1'-0"
3 NORTH
LAKE RAY ROBERTS CHEM BLDG
CODE COMPLIANCE PLAN
1/8" = 1'-0"
4 NORTH
0
1/8"=1'-0"
4'8'16'
EXIT SIGN LOCATION
INDICATES 1 HOUR FIRE RATING
INDICATES 2 HOUR FIRE RATING
INDICATES 3 HOUR FIRE RATING
INDICATES 4 HOUR FIRE RATING
FIRE EXTINGUISHER, DRY CHEMICAL
CO2 IN ELECTRICAL ROOMS
FIRE EXTINGUISHER IN CABINET
LEGEND:
INDICATES DIRECTION OF EGRESS PATH
## IS DISTANCE IN FEET FROM SQUARE DOT
TO EXIT
SF SQUARE FEET
OLF OCCUPANT LOAD FACTOR
OL OCCUPANT LOAD
SPR SPRINKLER
NA NOT APPLICABLE
HSS 8 X 8 (TYP)
SUPERINTENDENT OFFICE
111
SCADA / REG OFFICE
113
SENIOR ENGINEER OFFICE
112
MECHANICAL ROOM
114
MENS TOILET ROOM
117
WOMENSTOILET ROOM
118
CONFERENCE \ TRAINING ROOM
101
CORRIDOR
119
CONFERENCE ROOM
110
OFFICE
109
OFFICE
108
COPY ANDRECORDS STORAGE
106
CLOSET120RECEPTION
104
BREAK ROOM
103
KITCHEN
102
ELECTRICAL CLOSET
107
MAINT. ROOM
115
SERVER ROOM
116
VESTIBULE
105
OVERHANG ABOVE
ALUM LADDERTO ROOF
POST MOUNTED AUTOMATICDOOR OPERATOR
AD101-1AD101-2
AD101-3AD103-2
AD103-1AD105-2AD118-1AD117-1AD116-1AD114-1AD120-1AD107-1122'-8"
4'-0"32'-8"
RO
86'-0"38'-8"3'-4"8'-0"RO5'-8"3'-4"RO7'-0"8'-0"RO3'-4"3'-4"44'-0"
RO
9'-0"10'-0"
RO
9'-0"44'-0"
RO
3'-4"3'-4"8'-0"RO5'-8"3'-4"RO7'-0"8'-0"RO3'-4"1'-6"1'-6"1'-6"1'-6"13'-6"5"5'-4"5"16'-0"14'-0"5"11'-8"5"11'-8"5"9'-2"5"16'-6"5"28'-0"5"26'-1"
10'-0"3'-4"1'-10"3'-4"8'-4"3'-4"9'-6"3'-4"14'-10"6'-4"7'-0"5"
5"3'-11"
5'-4"3'-4"1'-9"3'-4"6'-5"3'-4"21'-5"3'-4"16'-9"1'-1"3'-4"23'-8"11'-0"5"4'-7"9'-4"5"9'-4"5"9'-4"5"8'-4"5"8'-6"5"2'-0"5"15'-8"5"16'-7"5"10'-8"5"1'-0"1'-0"5"3'-1"
13'-2"11"AD106-1AD108-1AD109-1AD110-1AD119-1 AD111-1AD112-1AD113-1AD115-1
12'-8"7'-0"POST MOUNTEDAUTOMATICDOUBLE SWITCHDOOR OPERATOR
WALL MOUNTEDAUTOMATIC DOOROPERATOR
5'-0"3'-0"
8'-2"19'-11"AD105-1 14"
14" 14"5'-0"3'-712"
10'-0"
NOTES:
1.TOP OF SLAB EL 636.50, UNLESS OTHERWISE NOTED.
2.REFER TO SHEET A-01 FOR TYPICAL NOTES , ABBREVIATIONS, AND ROOM FINISH SCHEDULE.
3.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
4.REFER TO SHEET A-21 FOR WINDOW SCHEDULE.
ACCESSORIES
1.DRY MARKER BOARD 4'-0"x4'-0".
2.TACKBOARD 4'-0" X 4'-0".
3.COAT ROD AND SHELF.
4.TACTILE EXIT SIGN ATTACHED TO STORE FRONT
HORIZONTAL MULLION.SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:03 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-3.dwg A-3.dwgLast Saved: 3/19/2019 5:00 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-3.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGFLOOR PLANA-3
28S. ZEIDS. ZEID--PLAN
SCALE: 3/16" = 1'-0"NORTH0
3/16"=1'-0
2'4'8'1'
ALUM LADDERTO ROOF
ACCESSOPENING
SUPERINTENDENT OFFICE
111
SCADA / REG OFFICE
113
SENIOR ENGINEER OFFICE
112
MECHANICAL ROOM
114 MENS TOILET ROOM
117
WOMENS TOILET ROOM
118
CONFERENCE \ TRAINING ROOM
101
CORRIDOR
119
CONFERENCE ROOM
110
OFFICE
109
OFFICE
108
COPY ANDRECORDS STORAGE
106
RECEPTION
104
BREAK ROOM
103
KITCHEN
102
ELECTRICAL CLOSET
107
MAINT. ROOM
115
SERVER ROOM
116
VESTIBULE
10538'-8"RD
HP
SLOPEOVERFLOWSCUPPER (TYP)
OVERFLOWSCUPPER (TYP)OVERFLOWSCUPPER (TYP)OVERFLOWSCUPPER (TYP)
OVERFLOWSCUPPER @ HP (TYP)OVERFLOWSCUPPER (TYP)OVERFLOWSCUPPER (TYP)OVERFLOWSCUPPER (TYP)SLOPESLOPESLOPELP INSUL 6"
RD
LP INSUL 6"
RD
LP INSUL 6"
RD
LP INSUL 6"19'-4"19'-4"4'-0" X 4'-0" SUMP,LP 3" @ RD (TYP)
CRICKET (TYP)
15'-1"30'-1"30'-1"30'-1"15'-0"
15'-012"15'-012"9'-4"44'-3"
HPSLOPESLOPE SLOPESLOPE3'-0" X 3'-0"ROOF ACCESS HATCHW/ RAILING
WALKWAYPAD (TYP)
SLOPE SLOPE
ARCHITECTURALPRECAST CONC ROOF9'-4"14'-8"
COAL-TAR ELASTOMERICROOF SYSTEM
GENERAL SHEET NOTES
1.ACOUSTICAL PANEL CEILING IS 9'-0" ABOVE FINISH FLOOR UNLESSOTHERWISE NOTED ON PLAN.2.SUSPENDED GYPSUM BOARD CEILING IS 9'-0" ABOVE FINISHEDFLOOR UNLESS OTHERWISE NOTED ON PLAN.3.FOR FINISH SCHEDULE SEE SHEET .
ACOUSTICAL PANEL CEILING WITH EXPOSED
SUSPENSION SYSTEM
GYPSUM WALLBOARD CEILING WITH PAINTED FINISH
SYSTEM
UNFINISED METAL ROOF DECK
2' X 2' LED SURFACE MOUNTED LIGHT FIXTURE
2' X 4' LED SURFACE MOUNTED LIGHT FIXTURE
8" LED INDIRECT LIGHT
CAN LIGHT
CEILING MOUINTED EXIT SIGN
SUPPLY DIFFUSER
RETURN REGISTER
LEGEND
LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGROOF PLAN AND REFLECTED CEILING PLANA-4
29S. ZEIDS. ZEID--0
3/16"=1'-0
2'4'8'1'SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:03 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-4.dwg A-4.dwgLast Saved: 3/19/2019 5:00 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-4.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533ROOF PLAN
3/16" = 1'-0"
NORTHREFLECTED
CEILING PLAN
3/16" = 1'-0"
NORTH
4'-0"4'-0"1'-4"5'-4"1'-4"FIN FLREL 636.50
ARCHITECTURALPRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
HEADER COURSECJ
OVERFLOWSCUPPER (TYP)
CJ CJ CJ
CJ CJCJ
CJ
3'-4"22'-0"22'-0"28'-0"22'-0"22'-0"3'-4"8'-0"1'-4"5'-4"1'-4"4'-0"4'-0"ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
HEADER COURSE
CJ
CJ CJ CJ CJ
OVERFLOWSCUPPER (TYP)
EXHAUST FAN
(TYP)
24" X 16" LOUVER
13'-4"24'-8"24'-0"24'-0"32'-8"4'-0"12'-0"ARCHITECTURAL PRECAST
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
4'-0"1'-4"5'-4"1'-4"FIN FLREL 636.50 4'-0"ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
HEADER COURSE
CJ CJ CJ
3'-4"13'-8"18'-4"3'-4"1'-4"5'-4"1'-4"FIN FLREL 636.50 4'-0"4'-0"ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
HEADER COURSECJCJCJ
3'-4"15'-0"17'-0"3'-4"
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:03 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-5.dwg A-5.dwgLast Saved: 3/19/2019 5:00 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-5.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGELEVATIONSA-5
30S. ZEIDS. ZEID--1
A-06
3
A-06
3
A-06
1
A-06
3
A-06
2
A-07
2
A-06
EAST ELEVATION
3/16"=1'-O"
1
WEST ELEVATION
3/16"=1'-O"
1
NORTH ELEVATION
3/16"=1'-O"
1
SOUTH ELEVATION
3/16"=1'-O"
1
2
A-07
1
A-07
0
3/16"=1'-0
2'4'8'1'
NOTES:
1.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
2.REFER TO SHEET A-21 FOR WINDOW SCHEDULE.
ACOUSTICALCEILING WHERESHOWN ON PLANS
5/8" GYP BOARD ON7/8" METEL FURRING
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"3'-4"2'-0"1'-4"2" PERIMETERINSULATION
12" BOND BEAMREFER TO S DWGS
WEEP VENTS@ 16" OC
BRG ELEL 647.27
ARCHITECTURAL PRECASTCONCRETE COPINGSEE DETAIL THIS SHEET
SOLDIER COURSE
HEADER COURSE
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
SOLDIER COURSE
FIN FLREL 636.50
1'-6"
1/4" COVER BOARD
4" CANT
5 1/4"6"
REFER TO S DWGSFOR VERT REINF
T/ MASONRYEL 652.50 REFER TO DRWG A-22FOR TYPICAL ROOF DETAILS
10"(TYP)ACOUSTICALCEILING WHERESHOWN ON PLANS
5/8" GYP BOARD ON7/8" METEL FURRING
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"3'-4"2'-0"1'-4"12" BOND BEAMW/ 2-#5
WEEP VENTS@ 16" OC
BRG ELEL 647.27
SOLDIER COURSE
HEADER COURSE
1/2" DIA SS DOWELS@24" OC
STEEL BAR JOIST
SOLDIER COURSE
FIN FLREL 636.50
2" PERIMETERINSULATION
1'-6"
4" CANT
5 1/4"6"
REFER TO S DWGSFOR VERT REINF
T/ MASONRYEL 652.50 REFER TO DRWG A-22FOR TYPICAL ROOF DETAILS
ARCHITECTURAL PRECASTCONCRETE COPINGSEE DETAIL THIS SHEET
ACOUSTICALCEILING WHERESHOWN ON PLANS
5/8" GYP BOARD ON7/8" METEL FURRING
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE4'-0"1'-4"3'-4"2'-0"1'-4"WEEP VENTS@ 16" OC
BRG ELEL 647.27
SOLDIER COURSE
HEADER COURSE
1/2" DIA SS DOWELS@24" OC
STEEL BAR JOIST
4'-0"SOLDIER COURSE
HSS12X8 CONT @ WINDOW
TS12X8
TS9X3 COL WHERESHOWN ON PLAN
TS9X3 COL WHERESHOWN ON PLAN
ALUM WINDOW
L6X6X3/8 WELDEDTO HSS12X8
2" PERIMETERINSULATION
1'-6"
4" CANT
FIN FLREL 636.50
5 1/4"6"
REFER TO S DWGSFOR VERT REINF
T/ MASONRYEL 652.50 REFER TO DRWG A-22FOR TYPICAL ROOF DETAILS
ARCHITECTURALPRECAST CONCSILL
GYP BOARD AROUNDCOL WHERESHOWN ON PLAN
ARCHITECTURAL PRECASTCONCRETE COPINGSEE DETAIL THIS SHEET
ALUM SILL
ACOUSTICALCEILING WHERESHOWN ON PLANS
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"3'-4"2'-0"1'-4"12" BOND BEAMREFER TO S DWGS
WEEP VENTS@ 16" OC
BRG ELEL 647.27
SOLDIER COURSE
HEADER COURSE
T/ MASONRYEL 652.50
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
SOLDIER COURSE
L6X6X3/8REFER TO S DWGS
ALUM WINDOW
12" BOND BEAMREFER TO S DWGS
5/8" GYP BOARD ON7/8" METEL FURRING
2" PERIMETERINSULATION
1'-6"
4" CANT
FIN FLREL 636.50
5 1/4"6"
REFER TO S DWGSFOR VERT REINF
REFER TO DRWG A-22FOR TYPICAL ROOF DETAILS
ARCHITECTURALPRECAST CONCSILL
ARCHITECTURALPRECAST CONCSILL
4'-0"4'-0"ARCHITECTURAL PRECASTCONCRETE COPINGSEE DETAIL THIS SHEET
ALUM SILL
1'-10"12"1/2"2"10"SS THROUGHWALL FLASHING FLASHING MEMBRANE
LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGSECTIONSA-6
31S. ZEIDS. ZEID--0
3/4"=1'-0
6"1'2'SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:03 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-6.dwg A-6.dwgLast Saved: 3/19/2019 4:59 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-6.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533SECTION
3/4" = 1'-0"
1
A-5
SECTION
3/4" = 1'-0"
2
A-5
SECTION
3/4" = 1'-0"
3
A-5
SECTION
3/4" = 1'-0"
4
A-5
DETAIL
1 1/2" = 1'-0"
1
A-5
ACOUSTICALPANEL CEILING
STEEL BAR JOIST
FIN FLREL 634.50
2" PERIMETERINSULATION
7'-0"2'-6"
2"10'-8"CERAMIC COATEDOPAQUE GLASS
W8X31
3 1/2" INSUL MIN
ALUMSTORE FRONT
1" CLEAR INSULLAMINATED GLASS
HSS 5X5 PAINTED
6" SUSPENDEDMETAL STUDS@ 16" OC MAX
W5X
R=25 RIGID FIBERGLASSINSUL ATTACHED TOPRECASTARCHITECTURALPRECAST CONC ROOF
9"@ HP4"8'-8"4"1/2" GYP BOARD
12" BONDBEAM
HSS12AX8
DRIP
ST STL THROUGHWALL FLASHINGEXTEND 8" BEYONDPRECAST ROOF
WEEP VENTS
2" PERIMETERINSULATION
FIN FLREL 634.5010'-9"CERAMIC COATEDOPAQUE GLASS
W16X
3 1/2" INSUL MIN
ALUMSTORE FRONT
1" CLEAR INSULLAMINATED GLASS
HSS 6X PAINTED
W8X
ARCHITECTURALPRECAST CONC ROOF
W4X
6" SUSPENDEDMETAL STUDS@ 16" OC MAX
1/2" GYP BOARD7"9"LP
DRIP 12"ACOUSTICAL PANELCEILING WHERE OCCURS
METAL DECK
EXTEND METAL STUDSTO DECK @ 4'-0" OC
1- LAYER 5/8" GYPSUMWALLBOARD(BOTH SIDES)
FLOOR
3 5/8" METAL STUDS@16" OC
5"12"METAL DECK
ACOUSTICAL PANELCEILING WHERE OCCURS
1- LAYER 5/8" GYPSUMWALLBOARD(BOTH SIDES)
FLOOR
3 5/8" METAL STUDS@16" OC
SOUND ATTENUATIONBLANKET
5"METAL DECK
ACOUSTICAL PANELCEILING WHERE OCCURS
1- LAYER 5/8" GYPSUMWALLBOARD(BOTH SIDES)
FLOOR
3 5/8" METAL STUDS@16" OC
SOUND ATTENUATIONBLANKET
5"
METAL DECK
UL DESIGN NO. U465
FLOOR
SOUND ATTENUATIONFIRE BLANKET
ACOUSTICAL PANELCEILING WHERE OCCURS
1- LAYER 5/8" TYPE XFIRE RESISTANTGYPSUM WALLBOARD(BOTH SIDES)
5"5"
FLOOR
3 5/8" METAL STUDS
5/8" TYPE "X"GYPSUM WALLBOARD5/8" TYPE "X"GYPSUM WALLBOARD
CERAMIC TILEONE SIDE
SOUND ATTENUATIONBLANKET6" ABOVECEILING TYPMETAL DECK
ACOUSTICAL PANELCEILING WHERE OCCURS
FLOOR
3 5/8" METALSTUDS
5/8" TYPE "X"GYPSUMWALLBOARD
METAL DECK
CERAMIC TILE
VARIES
6" ABOVECEILING TYPACOUSTICALPANEL CEILINGWHERE OCCURS
ACOUSTICALPANEL CEILINGWHERE OCCURS
5"
FLOOR
3 5/8" METAL STUDS
5/8" TYPE "X"GYPSUM WALLBOARD
SOUND ATTENUATIONBLANKET
METAL DECK
ACOUSTICALPANEL CEILINGWHERE OCCURS
5"
FLOOR
3 5/8" METAL STUDS
METAL DECK
UL DESIGN NO. U465
SOUND ATTENUATIONFIRE BLANKET
1- LAYER 5/8" TYPE XFIRE RESISTANTGYPSUM WALLBOARD(BOTH SIDES)
CERAMIC TILEONE SIDE NOTES:INDICATES FIRE RESISTANCERATING IN HOURS.
HSS8X8
7/8" HATCHANNEL
5/8" GYPBOARD
ALUMINUM WINDOW
ALUMWINDOW SILL
PARTITIONWALL
LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGSECTIONSA-7
32S. ZEIDS. ZEID--0
3/4"=1'-0
6"1'2'SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:04 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-7.dwg A-7.dwgLast Saved: 3/19/2019 4:59 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-7.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533SECTION
3/4" = 1'-0"
1
A-5
SECTION
3/4" = 1'-0"
2
A-5
WALL PARTITION TYPES
SCALE: NO SCALE
1
DETAIL
1" = 1'-0"
1
A-3
2'-1"9'-0"5"7'-0"5"5'-0"3'-0"9'-0"1'-6"3'-0"3'-0"1'-6"5'-0"3'-0"9'-0"1'-6"3'-0"3'-0"1'-6"5'-0"2'-10"2'-10"1'-5"1'-6"3'-4"2"1'-6"3'-4"2"12'-10"2'-4"12'-10"1'-6"5'-1"1'-6"5'-1"2'-8"2'-1"
5'-5"5'-5"1'-5"4'-11"4'-11"
7'-0"4'-7"PLUMBINGCHASE
2'-1"5"
10'-8"2'-7"*3'-2"*11'-0"5"4'-7"9'-2"
10"3'-4"
RO
5'-0"
3'-712"17"1'-6"2'-9"1'-2"4'-7"18"2'-10"4"3'-6"MIRROR3'-4"18"1'-8"18"2'-9"1'-2"4'-7"4'-0"ADA9"1'-4"CERAMIC TILE
18"2'-10"4"3'-6"MIRROR3'-4"2'-9"3'-2"CANE DETECTIONAPRON 765
1098
2'-10"13
1 2 33'-0"11 12
4 2'-10"5"4"ST STL CLIPS
WDBLOCKING
2'-10"5"4"ST STL CLIPS2'-10"5"4"ST STL CLIPS
LAV COUNTERSUPPORT BRACKET
10"2'-0"2'-10"5"634"
2'-0"4"1'-8"2'-6"HINGEDPANEL
DISPOSAL
10"2'-0"2'-10"5"634"
2'-0"4"1'-8"2'-6"HINGEDPANEL
DISPOSAL 3'-0"4"1'-6"2'-6"3'-0"4"4"1'-6"2'-6"ACCESSIBLE LAVATORY
INSULATING PIPE COVERING
MIRROR
SOAP DISPENSER
COMBINATION PAPER TOWEL DISPENSER AND RECEPTICALE
URINAL
TOILET
GRAB BAR
TOILET TISSUE DISPENSER
SANITARY NAPKIN DISPOSAL UNIT
ACCESS PANEL
MOP SINK
COMBINATION SHELF WITH UTILITY HOOK
AND MOP STRIP
WALL MOUNT BI-LEVEL ADA COOLER
TOILET SEAT TISSUE DISPENSER
UNDERSINK GUARD
HIGH-DENSITY POLYETHYLENE PLASTIC VANITY TOP,
SKIRT AND BACK SPLASH
ALUM LADDERTO ROOF
CASEWORK SCHEDULE
1.15" WIDE ICE MACHINE2.30" WIDE BASE3.15" WIDE 34" HIGH 4 DRAWER BASE4.REFRIGERATOR BY OWNER5.RANGE BY OWNER6.UNDER COUNTER DISHWASHER7.36" WIDE 34" HIGH ADA SINK BASE8.30" WIDE WALL STORAGE WITH DOORS9.30" WIDE WALL STORAGE WITH DOOR10.30" WIDE WALL STORAGE WITH DOORS11.36" WIDE WALL STORAGE WITH DOORS12.24" WIDE WALL STORAGE WITH DOOR13.MICROWAVE BY OWNER LAKE LEWISVILLE WATER TREATMENT PLANTADMINISTRATION BUILDINGENLARGED PLANS AND INTERIOR ELEVATIONSA-8
33S. ZEIDS. ZEID--SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:04 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-8.dwg A-8.dwgLast Saved: 3/19/2019 4:59 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-8.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533ENLARGED MAINT
CLOSET PLAN
3/8" = 1'-0"
1
A-3 NORTHENLARGED TOILET
ROOMS PLAN
3/8" = 1'-0"
2
A-3 NORTHENLARGED
KITCHEN PLAN
3/8" = 1'-0"
3
A-3 NORTH1'
1/2"=1'-0"
0 2'4'
0
3/8"=1'-0
1'2'4'
3
A-8
2
A-8
1
A-8
SECTION
1/2" = 1'-0"
3
A-8
SECTION
1/2" = 1'
1
A-8
SECTION
1/2" = 1'
2
A-8
3/8" = 1'-0"
ELEVATION 1
3/8" = 1'-0"
ELEVATION 2
3/8" = 1'-0"
ELEVATION 3
3/8" = 1'-0"
ELEVATION 4
3/8" = 1'-0"
ELEVATION 5
3/8" = 1'-0"
ELEVATION 6
3/8" = 1'-0"
ELEVATION 7
50'-0"
3'-4"3'-4"
RO
28'-0"34'-0"18"31'-0"18"14'-0"3'-4"RO16'-8"18"47'-0"18"
12'-0"
RO
3'-4"
WINDOW ABOVE
EB101-1EB101-3
EB101-2
50'-0"
17'-3"15'-6"17'-3"
13'-3"23'-6"13'-3"17'-0"17'-0"34'-0"HP
SLOPE1/4"/FT6" INSUL @ LP
CONDUCTOR HEAD&DOWNSPOUT (TYP)
6" INSUL @ LPSLOPE1/4"/FTSLOPE1/4"/FTSLOPE1/4"/FT6" INSUL @ LP 6" INSUL @ LP
ALUM RAILING
CONC RETAININGWALL
WALKWAYPAD (TYP)
ALUMLADDER
10'-0"
MIN
COAL-TAR ELASTOMERICROOF SYSTEM
NOTES:
1.TOP OF SLAB EL 624.50, UNLESS OTHERWISE NOTED.
2.REFER TO SHEET A-01 FOR TYPICAL NOTES AND ABBREVIATIONS.
3.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
4.REFER TO SHEET A-01 FOR ROOM FINISH SCHEDULE.SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:04 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-9.dwg A-9.dwgLast Saved: 3/19/2019 4:58 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-9.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTHIGH SERVICE ELECTRICAL BUILDINGPLANSA-9
34S. ZEIDS. ZEID--PLAN
3/16" = 1'-0"
NORTH ROOF PLAN
3/16" = 1'-0"
NORTH
0
3/16"=1'-0
2'4'8'1'
EL 638.50
ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
HEADER COURSE
CONDUCTOR HEAD& DOWNSPOUT
CJCJ
SOUTH ELEVATION
3/16"=1'-O"
4
10
EL 643.17
3'-4"1'-4"BRICK VENEER
CONCRETE
FIN GRADE
ALUM LADDERW/ CROSSOVER
10'-0"30'-0"10'-0"
FIN FLREL 624.50
ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSE
HEADER COURSE
CONDUCTOR HEAD& DOWNSPOUT(TYP)
CJ CJ
NORTH ELEVATION
3/16"=1'-O"
1
10
2
10
CJ
OVHD COILINGDOOR8'-0"16"8'-0"16"8'-0"
RO
14'-4"9'-4"RO8'-0"RO16"4'-0"RO3'-4"
RO
3'-4"
EL 643.17
BRICK VENEER
3'-4"17'-8"25'-8"3'-4"
LIGHTFIXTURE (TYP)
ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSE
DOUBLE SOLDIER COURSEHEADER COURSE
CJCJ
EAST ELEVATION
3/16"=1'-O"
3
10
FIN FLREL 624.508'-0"1'-4"8'-0"1'-4"CONDUCTOR HEAD& DOWNSOUT
LIGHTFIXTURE
FINGRADE
ALUM LADDERW/ CROSSOVER
10'-0"14'-0"10'-0"8'-0"RODOUBLESOLDIERCOURSE
CJCJ
WEST ELEVATION
3/16"=1'-O"
3
10
FIN FLREL 624.50
T/ MASEL 643.17
4
10
CJ
8'-0"1'-4"8'-0"1'-4"1'-4"32'-8"14'-0"TOP OF CONCEL 638.503'-4"CONCRETE
ARCHITECTURAL PRECASTCONC COPPING
DOUBLE SOLDIER COURSEHEADER COURSE
CONDUCTOR HEAD& DOWNSOUT
ALUM LADDERW/ CROSSOVER
8'-8"12'-0"12'-0"
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:04 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-10.dwg A-10.dwgLast Saved: 3/19/2019 4:58 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-10.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTHIGH SERVICE ELECTRICAL BUILDINGELEVATIONSA-10
35S. ZEIDS. ZEID--0
3/16"=1'-0
2'4'8'1'
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"6'-0"2'-0"1'-4"12" BOND BEAMREFER TO S DWGS
WEEP VENTS@ 16" OC
BRG ELEL 639.83
ARCHITECTURAL PRECASTCONCRETE COPING
SOLDIER COURSE
HEADER COURSE
T/ MASONRYEL
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
SOLDIER COURSE
FIN FLREL 624.50
2" PERIMETERINSULATION
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"6'-0"2'-0"1'-4"2" PERIMETERINSULATION
WEEP VENTS@ 16" OC
ARCHITECTURAL PRECASTCONCRETE COPING
SOLDIER COURSE
HEADER COURSE
T/ MASONRYEL 643.17
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
SOLDIER COURSE
L6X6X3/8
ALUM WINDOW
12" BOND BEAMREFER TO S DWGS
FIN FLREL
6" SOLID CMU
8" SILL BLOCK
12" BOND BEAMREFER TO S DWGS
BRG ELEL 639.83
WEEP VENTS@ 24" OC
SS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE8'-0"1'-4"5'-4"2'-8"1'-4"WEEP VENTS@ 16" OC
ARCHITECTURAL PRECASTCONCRETE COPING
SOLDIER COURSE
HEADER COURSE
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
SOLDIER COURSE
FIN FLREL 624.50
2" PERIMETERINSULATION
12" BOND BEAMREFER TO S DWGS
T/ MASONRYEL 643.17
14'-0"2'-0"1'-4"2" PERIMETERINSULATION
12" BOND BEAMREFER TO S DWGS
WEEP VENTS@ 16" OC
ARCHITECTURAL PRECASTCONCRETE COPING
SOLDIER COURSE
HEADER COURSE
1/2" DIA SS DOWELS@24" OC
ROOF DECK
TAPERED ROOFINSULATION 1/4" FT MIN
ROOF SYSTEM
STEEL BAR JOIST
WEEP VENTS@ 24" OCSS THROUGHWALL FLASHING
12" CMU
DRAINAGE MESH
CAVITY WALL INSUL
GROUT SOLIDCOARSE
BITUMINOUSDAMPPROOFINGBELOW GRADE
GRADE VARIES
BRG ELEL 639.83
1'-4"T/ MASONRYEL 643.17
FIN FLREL 624.50
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:04 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-11.dwg A-11.dwgLast Saved: 3/19/2019 4:58 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-11.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTHIGH SERVICE ELECTRICAL BUILDINGSECTIONSA-11
36S. ZEIDS. ZEID--0
3/4"=1'-0
6"1'2'SECTION
3/4" = 1'-0"
1
A-09
SECTION
3/4" = 1'-0"
2
A-09
SECTION
3/4" = 1'-0"
3
A-09
SECTION
3/4" = 1'-0"
4
A-09
STAIRS
OFFICE
116
OFFICE
115
LABORATORY
117 STORAGE
118
COORIDOR
123
MENS LOCKER RM
118
MENS RM
124
WOMENS RM122
CONTROL RM
113
STORAGE
114
VESTIBLE
101
ENTRY
102
HALL
105
STAIR
111
HVAC
110
PARTS
127
TOOLS
128
MECH
129
SHOP
130
SHOP
132
SHOP
131
DEMOLISH DOORSAND HARDWARE
DEMOLISH SINK
DEMOLISH BATHROOM PARTITIONS
DEMOLISH LOCKERS
DEMOLISH TOILET
DEMOLISHLOCKERS
DISCONNECT AND REMOVECABINET AND SINK. RETURNCABINET AND SINK TO OWNER.
REPLACE ROOFDOWNSPOUT NOZZLESEE NOTE 2
REPLACE ROOFDOWNSPOUT NOZZLESEE NOTE 1.
REPLACE ROOFDOWNSPOUT NOZZLESEE NOTE 1.
REPLACE ROOFDOWNSPOUT NOZZLESEE NOTE 1.
BREAK ROOM
202
VENDING
201
TRAINING ROOM
203
INDUSTRIAL REPAIR
204
HALL
205
TECH OFFICE
206
HVAC
207
HALL
208
PARTS STORAGE
211
STAIRS
210
JAN
209
MEZZANINE
212
DEMOLISH CABINETS,AND APPLIANCES
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-12.dwg A-12.dwgLast Saved: 3/19/2019 4:58 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-12.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NOTES:
1.PROVIDE NEW ROOF DRAIN DOWNSPOUT NOZZLE ON
EXISTING DOWNSPOUT PIPE. TRIM EXISTING STEEL PIPE AT
WALL TO ACCOMMODATE A FLUSH INSTALLATION. REFER TO
22 00 01 PLUMBING SYSTEMS SPECIFICATION.
2.PROVIDE NEW ROOF DRAIN DOWNSPOUT NOZZLE ON
EXISTING DOWNSPOUT PIPE. REMOVE EXISTING PVC ELBOW.
TRIM EXISTING PIPE AT WALL TO ACCOMMODATE A FLUSH
INSTALLATION. REFER TO 22 00 01 PLUMBING SYSTEMS
SPECIFICATION.LAKE LEWISVILLE WATER TREATMENT PLANTOPERATIONS BUILDINGDEMO PLANSA-12
37C.ROGERSC.ROGERS--FIRST FLOOR
DEMOLITION PLAN
1/8" = 1'-0"
NORTH
SECOND FLOOR
DEMOLITION PLAN
1/8" = 1'-0"
NORTH
CONSTRUCTION
PLAN
CONSTRUCTION
PLAN
CONSTRUCTION
PLAN
COORIDOR
123
MENS LOCKER RM
118
MENS RM
124
WOMENS RM122 SINK
URINALPARTITION
LOCKERS (TYP)
LAMINATECOUNTERTOP
TOILET
6'-5"
2'-0"3'-012"1"3'-012"BATHROOMPARTITION
LAMINATECOUNTERTOP
SINK
LOCKERS
4'-4"*
3'-0"*
14'-0"*
8'-0"*3'-0"4"EXISTINGMIRROR
1
2
3'-0"4"EXISTINGMIRROR
1
2
(6) 12"W x 30"H x21"DP METALLOCKERS
4"ST STL CLIPS
WDBLOCKING 4"ST STL CLIPS3'-0"5"4"ST STL CLIPS
1
LAV COUNTERSUPPORT BRACKET
(12) 12"W x 60"Hx 21"DP METALLOCKERS
(6) 12"W x 30"H x21"DP METALLOCKERS
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-13.dwg A-13.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-13.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTOPERATIONS BUILDINGTOILET AND LOCKER ROOMS MODIFICATIONSA-13
38C. ROGERSC. ROGERS--1'
1/2"=1'-0"
0 2'4'ENLARGED PLAN
1/2" = 1'-0"
1
A-12
NORTH
1
2
LAVATORY
SOAP DISPENSER
ACCESSORY LEGEND
ELEVATION
1/2" = 1'-0"
1
A-13
ELEVATION
1/2" = 1'-0"
2
A-13
SECTION
1" = 1'-0"
3
A-13
3
A-14
0
1"=1'-0"
6"1'2'
ELEVATION
1/2" = 1'-0"
3
A-13
ELEVATION
1/2" = 1'-0"
4
A-13
BREAK ROOM
202
VENDING
201
HALL
205
8'-8"*
2'-4"*3'-0"*3'-4"*
EXISTING PASSTHRUOPENING
1 2 33'-0"4
7'-6"*EXISTINGPASSTHRUOPENING
2'-0"2'-6"EXISTINGSOFFIT
3'-0"4"2'-0"2'-6"3'-0"4"4"2'-0"2'-6"EXISTINGSOFFIT
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-14.dwg A-14.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-14.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTOPERATIONS BUILDINGBREAK ROOM MODIFICATIONSA-14
39C. ROGERSC. ROGERS--1'
1/2"=1'-0"
0 2'4'
ENLARGED PLAN
1/2" = 1'-0"
1
A-12
NORTH
CASEWORK SCHEDULE
1.36" WIDE SINK BASE
2.36" WIDE BASE
3.REFRIGERATOR BY OWNER
4.24" WIDE WALL STORAGE WITH DOORS
2
A-14
SECTION
3/4" = 1'-0"
2
A-14
ELEVATION
1/2" = 1'-0"
1
A-14
ENTRY
102
HALL
105
VESTIBULE
101
REPLACE DOORSAND HARDWARE
ELECTRONIC CARD READER
REMOVABLE ASTRAGALWITH ELECTRONICDOOR STRIKE
REMOVABLEASTRAGAL
REPLACE DOORSAND HARDWARE
6'-0"12"*12"*
8'-0"*
RO
REPLACE FRAMESAND WINDOWS (TYP)OP101-2OP101-1EXISTING STEPS 8'-6"*ROTEMPERED INSULATEDGLAZING (TYP)
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-15.dwg A-15.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-15.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTOPERATIONS BUILDINGEXTERIOR ENTRANCE MODIFICATIONSA-15
40C. ROGERSC. ROGERS--1'
1/2"=1'-0"
0 2'4'
ENLARGED PLAN
1/2" = 1'-0"
1
A-12
NORTH
ELEVATION
1/2" = 1'-0"
1
A-15
HIGH SERVICE PUMP STATION
PUMP ROOM
001
26'-5"8'-10"2'-5"59'-0"34'-5"ALUM
STAIRS
ALUM
RAILING
(TYP)
ALUM STAIRS
SEE NOTE 3
ALUM
RAILING
(TYP)
HIGH SERVICE PUMP STATION
HEADER ROOM
002
FILTER PIPEGALLERY
-
ALUM GRATING (TYP)
RESINOUS
FLOORING (TYP)
BLAST AND
CLEAN WALLS
(TYP)
BLAST AND
CLEAN WALLS
(TYP)
8 T @ 11" = 7'-4"1'-6"3'-0"
EL 628.17
ALUM STAIRS
SEE SHEET A-18
EL 623.00
EL 623.00
AVOID PIPING
1
A-18
2
A-18
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-16.dwg A-16.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-16.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTHIGH SERVICE PUMP STATIONSTAIR PLANS, SECTIONS, DETAILSA-16
41C. ROGERSC. ROGERS--PLAN
1/4" = 1'-0"NORTH
1/4"=1'-0"
2'0 1'4'8'
NOTES:
1.REFER TO SHEET A-01 FOR TYPICAL NOTES AND ABBREVIATIONS.
2.REFER TO SHEET A-01 FOR ROOM FINISH SCHEDULE.
3.DEMOLISH EXISTING STAIRS AND RAILING AND REPLACE WITH ALUM STAIRS AND RAILING.
1
A-17
DN
DN
UPDN
102'-8"102'-10"
REMOVE EXISTING STAIRS
REPLACE W/ ALUM STAIRS
REATTACH EXISTING RAILING
SEE NOTES 1, 2 AND 3
FILTER ROOM
101 26'-4"REMOVE EXISTING STAIRS AND RAILING
REPLACE W/ ALUM STAIRS AND RAILING
REMOVE EXISTING STAIRS AND RAILING
REPLACE W/ ALUM STAIRS AND RAILING
2
A-17
DN26'-4"DN
102'-10"102'-4"
FILTER ROOM
101
REMOVE EXISTING STAIRS AND RAILING
REPLACE W/ ALUM STAIRS AND RAILING
REMOVE EXISTING STAIRS
REPLACE W/ ALUM STAIRS
REATTACH EXISTING RAILING
3'-0"ALUM HANDRAIL
ALUM RAILING
15 T @ 11" = 13'-9" 9'-0"* 16 EQ RT
REXISTEL 646.00*
ALUM STAIRS
ALUM RAILING
NOT SHOWN
REFER TO TYP DETAILS
EXIST
EL 637.00*
ALUM STRINGER
ALUM STAIR TREADS
1"
(MIN)
4'-8"17'-10"*14'-6"*
30 T @ 11" = 27'-6"*
T
REXISTEL 646.00*
ALUM STAIRS
ALUM STRINGER
ALUM STAIR TREADS
1"
(MIN)
EXISTEL 628.17*
11"*7'-614"*ALUM RAILINGNOT SHOWNREFER TO TYP DETAILS
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:05 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-17.dwg A-17.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-17.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTFILTER GALLERYPLANS AND MODIFICATIONSA-17
42C. ROGERSC. ROGERS--SECTION
3/8" = 1'-0"
1
A-17
0
1/8"=1'-0"
4'8'16'
UPPER PLAN
1/8" = 1'-0"NORTHNOTES:
1.CAREFULLY REMOVE FIBERGLASS FORM BOARD INSULATION
WITH HAND TOOLS.
2.CHECK CONCRETE ROOF DECK. REPAIR ROOF DECK SEE
STRUCTURAL SHEETS FOR DETAILS.
3.PREPARE AND PAINT CONCRETE CEILING
SECTION
3/8" = 1'-0"
2
A-17
2
A-18
ALUMRAILING(TYP)
FILTER PIPE
GALLERY
-
EL 628.17
EL 640.25
UP
2'-6"UP
ALUM HANDRAIL(TYP)
WALL STRINGER AND TREADS SHALLBE BLOCKED OUT TO CLEAR EXISTINGPILASTER (MATCH EXISTING)
18 T @ 10" = 15'-0"
ALUM STAIRS
SEE NOTE 2
ALUM STAIRSSEE NOTE 2
2'-812"*6'-8"*2'-6"1'-4"*3
A-18
ALUM STAIRSSEE NOTE 2
FILTER
GALLERY
-
EL 646.00
DN2'-6"7"*3'-5"*UP
EXISTING CONC STAIRS
ALUM RAILING
CONNECT ALUM RAILINGTO EXISTING RAILING
EL 650.89
8T @ 11" = 7'-4"9 EQ R = 5'-2"*T
REXISTEL 628.17*
EXIST
EL 623.00*ALUM STRINGER
ALUM STAIR TREADS
1"
(MIN)
15 T @ 11" = 6'-8"9 EQ R = 5'-9"*T
REXISTEL 646.00*
ALUM RAILINGNOT SHOWNREFER TO TYP DETAILS
EXIST
EL 637.00*ALUM STRINGER
ALUM STAIR TREADS
1"
(MIN)
EXISTEL 628.17*19 EQ R = 12'-1"18 T @ 10" = 15'-0"
T
RALUM STRINGER
ALUM STAIR TREADS
15 T @ 11" = 11'-8"15 EQ R = 9'-1"*T
REXISTEL 639.33*
ALUM RAILINGNOT SHOWNREFER TO TYP DETAILS
EXISTEL 630.25*
ALUM STRINGER
ALUM STAIR TREADS
1"
(MIN)
EXIST
EL 623.00*12 EQ R = 7'-3"18 T @ 10" = 9'-2"
T
RALUM STRINGER
ALUM STAIR TREADS
2'-8"
1"
(MIN)
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-18.dwg A-18.dwgLast Saved: 3/19/2019 4:57 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-18.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTFILTER GALLERYSTAIR SECTIONS AND DETAILSA-18
43C. ROGERSC. ROGERS--1'
1/2"=1'-0"
0 2'4'
0
3/8"=1'-0
1'2'4'
DETAIL
PLAN
1/2" = 1'-0"
1 NORTHDETAIL
PLAN
1/2" = 1'-0"
2
A-17 NORTHSECTION
3/8" = 1'-0"
1
A-16
NOTES:
1.REFER TO SHEET A-01 FOR TYPICAL NOTES AND ABBREVIATIONS.
2.DEMOLISH EXISTING STAIRS AND RAILING AND REPLACE WITH ALUM STAIRS AND RAILING.
SECTION
3/8" = 1'-0"
3
A-18
SECTION
3/8" = 1'-0"
2
A-18
VESTIBULE
101
PLC/ ELECTRICAL ROOM
102
SODIUM HYPOCHLORITE
ROOM
103
POLYMER ROOM
105
TOILET
104
42'-8"*14'-0"*5'-4"*5'-8"*8"*38'-8"*
30'-10"*24'-0"*13'-10"*16'-8"*6'-4"*14'-4"*
REPLACE ROOF DOWNSPOUT NOZZLE
SEE NOTE 1.
PREP AND PAINT
EXISTING WALLS
PREP AND PAINTEXISTING WALLS
EXISTING ROOF DOWNSPOUT NOZZLE
PREP AND PAINTEXISTING WALLS
PREP AND PAINT
EXISTING WALLS
REPLACE ROOF DOWNSPOUT NOZZLE
SEE NOTE 1.
REPLACE ROOF DOWNSPOUT NOZZLE
SEE NOTE 1.
PREP AND PAINT
EXISTING WALLS
PREP AND PAINT
EXISTING WALLS
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-19.dwg A-19.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-19.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE WATER TREATMENT PLANTCHEMICAL BUILDING IIPLANA-19
44C. ROGERSC. ROGERS--PLAN
3/8" = 1'-0"
1 NORTH
NOTES:
1.PROVIDE NEW ROOF DRAIN DOWNSPOUT NOZZLE ON
EXISTING DOWNSPOUT PIPE. TRIM EXISTING STEEL PIPE AT
WALL TO ACCOMMODATE A FLUSH INSTALLATION. REFER TO
22 00 01 PLUMBING SYSTEMS SPECIFICATION.
TYPE A TYPE BRO2"2"2"
RO
RO2"2"2"
RO
FRAME TYPES RO2"2"2"
RO
2'-0"
LITE
TYPE C RO2"2"2"
RO
1'-0"
LITE
TYPE C
1'-0"
LITE
ROVARIESRO
VARIES
TYPE A TYPE B TYPE C TYPE D TYPE EVARIESVARIESVARIES6"6"VARIES6"3'-0"6"2'-0"6"6"2'-0"6"8"6"6"2'-4"VARIESVARIES VARIES VARIES
DOOR TYPES
1"
DOOR AND FRAME
EXISTING 2x4
BLOCKING
EXISTING STUCCO
OR GYP BRD CEILING
CONT SEALANT (TYP)
DOOR AND FRAME
ALUM STOREFRONT
EXISTING BRICK
CONT SEALANT (TYP)ARCHITECTURALDOOR SCHEDULE AND DETAILSA-20
45S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-20.dwg A-20.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-20.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533HEAD "A"
JAMB "A"
HEAD "C"
JAMB "D"
METAL STUDS
GYP BOARD ACTUALDOOR HT.METAL STUDS
GYP BD
JAMB "C"DOOR HT.ACTUALALUM CURTAIN
WALL
HEAD "D
GYPBOARD
WHERE SHOWN
GYPBOARD
WHERE SHOWNAND SCHEDULED
ALUM.
CURTAINWALL
SEE "S" SHTS FOR REINF
2"DOOR HT.ACTUALROUGH OPENING24" OC
4" HIGH DAM
E.E (TYP.)
THROUGH WALL
WEEPS @
FLASHING
AND SEALANT
BACKER ROD
L6x6x3/8 W/
8" BRG EA END
ST STL
MORTAR
NET
2"AS SPECIFIED
MASONRY ANCHORS
1 PER HINGE EA. SIDE
BACKER ROD
AND SEALANT
ROUGH OPENING
EA SIDE
BULLNOSE CMU WHEN GYPBOARD
DOES NOT OCCUR
WEEPS @ 2'-0" O.C.
FLASHING W/ 4" HIGH
END DAM E.E.
MORTAR IS CURED
ST STL THROUGH-WALL
BENT PLATE W/
8" BRG. EA END.
ANCHORS @ 2'-0" O.C.
MORTAR NET
SPAN UNTIL BRICK
HEAD "F"
GROUT SOLID
ROUGH
CMU
OPENING
SEE "S" SHEETS
FOR REINF
JAMB "F"
REFER TO "S" SHEETS FOR
LINTEL SIZE
ROUGH OPENINGROUGH
OPENINGROUGH
OPENING
BENT PL 1/4"
@ 24" OC
HEAD "B"
DRAINABLE
FLASHING
4" SPLIT-
FACE CMU
L6 X 3 1/3
X 3/8 W/ 8"
BRG EA END
BACKER ROD
& SEALANT
DOOR HT.ACTUALROUGH OPENINGREFER TO "S"SHEETS FORLINTEL SIZE
JAMB "B"
ROUGH
OPENING
4" SPLIT-FACE CMU
BULL NOSE CMU
MASONRY ANCHORS
1 PER HINGE
EA SIDE
2"ROUGH OPENINGAND SEALANT
BACKER ROD
AND SEALANTBACKER ROD
ROUGH OPNG
EXTERIOR
WALL PANEL
FRAME MEMBER
FRAME
MEMBER
EXTERIOR
WALL PANEL JAMB "E"DOOR HT.ACTUALROUGH OPENINGHEAD "E"
GROUT SOLOD
HEAD "G"
JAMB "G"
BENT PL 1/4"x
4"x18"x4" GALV
AND PAINTED
REFER TO "S"
SHEETS FOR
LINTEL SIZE
W-A4'-0"44'-0"4'-0"32'-8"
W-B 4'-0"8'-0"4'-0"W-C 4'-0"3'-4"
W-D
10'-8"12'-8"3'-9"2"4'-5"2"1'-10"2"6'-0"2"W-E
A A 10'-8"3'-9"2"4'-5"2"1'-10"2"2"7'-0"
W-F 8'-8"3'-9"2"4'-5"2"2"10'-0"
6'-0"
W-G
2'-9"FIELDVERIFY7'-8"
FIELD VERIFY
W-H 2'-9"FIELDVERIFY3'-8"
FIELD
VERIFY
W-J
6'-9"FIELD VERIFYFIELD
VERIFY
W-K6'-9"FIELD VERIFY7'-8"
FIELD VERIFY
W-I
W-H4'-0"44'-0"ARCHITECTURALWINDOW SCHEDULE AND DETAILSA-21
46S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-21.dwg A-21.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-21.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533GLAZING NOTES:
1.COATED MONOLITHIC SOLAR CONTROL LOW-E INSULATING, BRONZE
TINT FLOAT GLASS UNITS.
2.CERAMIC-COATED, OPAQUE INSULATING, BRONZE TINT FLOAT GLASS.
3.FULLY TEMPERED INSULATING, BRONZE TINT FLOAT GLASS UNITS.
4.FULLY TEMPERED INSULATING, CLEAR FLOAT GLASS UNITS.
SILL "A"SILL "C"SILL "B"
JAMB "A"JAMB "B"
HEAD "A"HEAD "C"HEAD "B"
BOND BEAM
SEE "S" DWGS
BOND BEAM
SEE "S" DWGS
HSS12
SEE "S" DWGS
GYP BOARD GYP BOARD
L6X6X3/8 W/
8" BRG EA END
ALUM
WINDOW
L6X6X3/8 W/
8" BRG EA END
ALUM
WINDOW
L6X6X3/8 W/
8" BRG EA END
ALUM
WINDOW
GYP BOARD GYP BOARD
PRECAST
CONC SILL
ALUM
WINDOW
PRECAST
CONC SILL
ALUM
WINDOW
PRECAST
CONC SILL
ALUM
WINDOW
ALUM
WINDOW
ALUM
WINDOW
GYP BOARD BULL NOSE
ALUM
WINDOW
ALUM
WINDOW
METAL
WALL PANEL
METAL
WALL PANEL
SILL "D"
HEAD "D"
JAMB "C"
ALUM
WINDOW
METAL
WALL PANEL
ALUM
STOREFRONT
OUTSIDE
CORNER
HSS 5X
GLAZING
SECTION A-A
ARCHITECTURALMASONRY AND ROOF DETAILSA-22
47S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-22.dwg A-22.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-22.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-5334"
MIN
4" WOOD CANT
PLY SHEET
FIELD SHEET
FLASHING MEMBRANE
3/4" COVER BOARD
1/2" DIA X 6 1/2"SS
DOWEL W/ 3" EMBED
EA SIDE INTO COPING
ARCHITECTURAL PRECAST
CONCRETE COPING
ROOF INSULATION
METAL DECK
METAL COUNTER FLASHING
3/4" PLWWOOD
METAL COUNTER FLASHING
ARCHITECTURAL PRECAST
CONCRETE COPING
4" WOOD CANT
PLY SHEET
FIELD SHEET
FLASHING MEMBRANE
3/4" COVER BOARD
ROOF INSULATION
METAL DECK
4" X 8" METAL SCUPPER
METAL COUNTER FLASHING
ARCHITECTURAL PRECAST
CONCRETE COPING
PLY SHEET
FIELD SHEET
FLASHING MEMBRANE
3/4" COVER BOARD
ROOF INSULATION
METAL DECK
4" X 8" METAL SCUPPER
CONDUCTOR HEAD
DOWNSPOUT
VAPOR BARRIER
3/4" COVER BOARD
FIELD SHEETBASE SHEET
LEAD FLANGEFLASHING
VENT PIPE
LEAD
FLASHING
ROOF INSULATION
SEALANT
METAL DECK
VAPOR BARRIER
VAPOR BARRIER
VAPOR BARRIOR
VAPOR BARRIER
3/4" COVER BOARD
FIELD SHEETBASE SHEET
METAL FLASHING
PIPE
METAL
COLLAR
ROOF INSULATION
SEALANT
METAL DECK
1/2" TO 6"
ST STL CLAMPNG RING
3/4" COVER BOARD
FIELD SHEETBASE SHEET
LEAD FLASHING
DRAIN
STRAINER
ROOF INSULATION
METAL DECK
FLASHING
VAPOR BARRIER
3/4" COVER BOARD
FIELD SHEET
BASE SHEET
FLASHING
ROOF INSULATION
ROPE & SEALANT
METAL DECK
ACCESS HATCH
COUNTER FLASHING
WOOD NAILER
ST STL FASTENERS
@ 12" OC (TYP)
1" RIGID INSULATION
ALUM FLASHING
ALL AROUND
ALUM LADDER W/
LADDER UP SAFETY POST
INSULATED COVER
OPERATING ARM
W/ AUTOMATIC
HOLD OPEN
VAPOR BARRIER
3/4" COVER BOARD
FIELD SHEET
BASE SHEET
FLASHING
ROOF INSULATION
METAL DECK
EQUIPMENT
BASE
INSULATED CURB
DAMPER
( @ EXHAUST
FANS & DUCT
WORK)
HATCH RAILING SYSTEM
—
—
—
—
—
— — ARCHITECTURALFIRESTOP DETAILSA-23
48S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:06 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-23.dwg A-23.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-23.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533
OXY
12
"12"REACTIVITYHEALTHHAZARD FIREHAZARD
SPECIFICHAZARD6"6"10"14"
DEGREE OF SEVERITY OF HAZARDOUS CHEMICALS032 15"11"
SMOKING
IN THIS PREMISES
OF THE FIRE COMMISSIONER
NO
UNDER PENALTY OF FINE OR IMPRISONMENT OR BOTH, BY ORDER 12"6"12"12"14"112"114"34"212"2"212"12"12"
STAIRA
DOWN EXIT AT LEVEL 1
C THROUGH ROOF
ROOF ACCESS
NOTE: CONFORM WITH BUILDING CODE STANDARDS.
PERSONNEL
14"10"34"3"AUTHORIZED
ONLY
CONFERENCE
114"203
6"34"1"34"1"34"8"
AREA114"6"34"1"8"
STORAGE
MESSAGE TO BE
TABLET EMBLEM AND
24" X 36"
REQUIRED.
LOCATION AS
ALTERNATE TEXT
(ANSI)
VOLTAGE
HIGH
CAUTION WARNING
REQUIRED
EAR PROTECTION
IN THIS AREA
IN THIS AREA
EYE PROTECTIONREQUIRED
DANGER WARNING
NOTICE
MAXIMUM FLOOR LOAD
____ PSF LIVE LOAD
14"10"14"10"14"10"14"10"14"10"8"8"FIRE EXTINGUISHER
FLOOR SLIPPERY
WHEN WET
14"
SAFETY FIRST
REMEMBER
14"
EQUIPMENTWEAR SAFETY 10"EMERGENCY
KEEP AREA CLEARSAFETY SHOWER 10"114"34"34"5"34"512"114"134"114"112"114"BRAILLE LOCATION AS REQUIRED BY ANSI
BIOHAZARD
TO EXITDIRECTION 10"14"
BRAILLE LOCATION AS REQUIRED BY ANSI
4"4"
DETERMINED.ARCHITECTURALSIGNAGE DETAILSA-24
49S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-24.dwg A-24.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-24.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533ENGINEER PRIOR TO FABRICATION.LOCATIONS. THE SIGNS SHALL BE REVIEWED AND APPROVED BY THE FIRE MARSHALL AND THE
FLOOR DIAGRAM EXIT SIGN SHALL MEET ALL THE REQUIREMENTS OF THE CITY FIRE MARSHALL. COORDINATE WITH THE FIRE MARSHALL THE ITEMS REQUIRED TO BE INDICATED AND THEIR
8.
1.FINAL SIGNAGE WORDING AND QUANTITY OF ALL SIGNS TO BE DETERMINED AFTER AWARD OF CONTRACT.
FIELD VERIFY WHICH SIGNS REQUIRE BEING SUSPENDED, AND WHAT THEY WILL BE SUSPENDED FROM.
PROVIDE ENGINEER APPROVED MATERIALS AND FASTENERS TO SECURELY ATTACH AND SUSPEND
FIELD VERIFY DIRECTION ARROW HEADS SHOULD BE POINTING ON ALL DIRECTIONAL SIGNS.
SUSP. DOUBLE SIDED SIGN - INDICATES SIGNS THAT WILL IN SOME CASES NEED TO BE SUSPENDED.THOSE THAT ARE SUSPENDED WILL BE A CUSTOM DOUBLE SIDED SIGN. FIELD VERIFY EXACT LOCATION.
FIELD VERIFY EXACT LOCATION OF SIGNS WITH PLANT MANAGEMENT AND ENGINEER.WITH ANSI Z535.1, ANSI Z535.2, ANSI Z535.3 AND OSHA 1910.44 AND 1910.145. PROVIDE ALL ACCIDENT PREVENTION, HEALTH, SAFETY AND WARNING SIGNS IN COMPLIANCE
OSHA 1910.1200, AND OSHA SUBPART Z, FOR PROPER IDENTIFICATION OF ALL THE CHEMICALS AND MATERIALS PRESENT, THE HAZARDS ASSOCIATED WITH THESE CHEMICALS AND MATERIALS, AND WHERE THEY ARE LOCATED.
PROVIDE HAZARD RATING SIGNS / RIGHT-TO-KNOW SIGNS, LABELS AND TAGS TO COMPLY WITH NFPA 704,
VERIFY EXACT INFORMATION FOR SIGNS AND LOCATION OF SIGNS IN THE FIELD WITH ENGINEER.
9.
THE SIGNS SHOWN ON THIS SHEET ARE A COMPREHENSIVE STANDARD GUIDE INTENDED TO GRAPHICALLY INDICATE THE APPEARANCE OF THE SIGNS. THIS SHEET IS FOR GENERAL USE ON ALL PROJECTS. THEREFORE NOT ALL THE SIGNS CONTAINED ON THIS SHEET ARE NECESSARILY USED ON THIS PARTICULAR PROJECT AND SHOULD BE USED FOR CLARIFICATION ONLY.
CONTRACTOR AFTER AWARD OF CONTRACT.PROVIDE QUANTITY OF SIGNS FOR EACH BUILDING IDENTIFIED BELOW. TEXT AND LOCATION TO BE PROVIDED TO 2.
7.
10.
4.
6.
5.
3.
ALL SIGNS SHALL BE PLACED SO THAT THEY ARE READILY VISIBLE AND READABLE. DOORS 11.SHALL NOT BLOCK SIGNS WHEN IN OPEN POSITION. VERIFY EXACT ARRANGEMENT AND PLACEMENT
VERIFY EXACT LOCATION OF SIGNS WITH PLANT MANAGEMENT AND ENGINEER.
OF SIGNS WITH PLANT MANAGEMENT AND ENGINEER.
PROVIDE ALL PERMANENT DIRECTIONAL/INFORMATIONAL, ACCESSIBLE AREA, FLOOR NUMBERING, STAIR
IDENTIFICATION, FIRE PREVENTION, AND RESTRICTION SIGNS WITH BOTH RAISED TEXT AND BRAILLE TO COMPLY
WITH ANSI A117.1, THE AMERICANS WITH DISABILITIES ACT OF 1990, OSHA REGULATIONS, NFPA GUIDELINES,AND THE TEXAS STATEWIDE BUILDING CODE 2006. FIELD VERIFY EXACT LOCATION OF SIGNS WITH PLANTMANAGEMENT AND ENGINEER.
FIRE EXTINGUISHER SHOWN. LOCATE SIGN ABOVE FIRE EXTINGUISHER
FIRE ALARM PULL. FIELD VERIFY EXACT LOCATION.PROVIDE ONE FIRE ALARM PULL SIGN FOR EACH
PROVIDE ONE FIRE EXTINGUISHER SIGN FOR EACH SURFACE MOUNTED
PROVIDE FLOOR DIAGRAM EXIT/EVACUATION SIGN ON THEOCCUPANCY SIDE OF EACH STAIR DOOR. PROVIDE ADDITIONALSIGNS AT LOCATIONS AS DIRECTED BY THE CITY FIRE MARSHALLAND THE ENGINEER.
SIGN DESIGNATION IN THE SIGNAGE SCHEDULE, IN ADDITION KNOW SIGNS, CONTRACTOR SHALL PROVIDE 10 SIGNS FOR EACH HAZARD COMMUNICATION SIGNS AND HAZARD RATING/RIGHT-TO-FOR ACCIDENT PREVENTION, HEALTH, SAFETY AND WARNING SIGNS, 14.
13.
12.
PROVIDE STAIR IDENTIFICATION SIGN BOTH ON THE OCCUPANCY SIDE OF EACH STAIR DOOR AND IN THE STAIR
VESTIBULES, PROVIDE SIGN ON OUTSIDE OF VESTIBULEENCLOSURE ON EVERY FLOOR LANDING. FOR STAIRS WITH
AS NOTED ON SCHEDULE.
16.
AT 6'-8" AFF. FIELD VERIFY EXACT LOCATION.
19.
DRAWINGS. SYMBOL INDICATES EXIT SIGN LOCATION.
PROVIDE "EXIT" SIGNS AS SHOWN ON ARCHITECTURAL FLOOR PLAN15.
18.
17.
NEEDS TO BE DONE. VERIFY EXACT QUANTITY AND LOCATION OF THE DEVICES AND THE SIGNS WITH ENGINEER.
HORNS THE APPROPRIATE WARNING/IDENTIFICATION SIGN THAT PROVIDE AT ALL AUDIO-VISUAL ALARMS, BEACONS, BELLS AND
FIELD VERIFY EXTERIOR SIGNS THAT REQUIRE ATTACHMENT TO
AND FASTENERS TO SECURELY ATTACH THESE SIGNS.FENCES. PROVIDE ENGINEER APPROVED MATERIALS
PROVIDE AT LEAST ONE FLOOR LOADING SIGN FOR EACH SPACE. FIELD VERIFY EXACT MAXIMUM ALLOWABLE LOADING,QUANTITY AND LOCATION WITH ENGINEER.
21.
23.
EMERGENCY EYE WASH/SHOWER. PROVIDE DOUBLE SIDED SIGNSUSPENDED FROM ABOVE FOR EACH FREE STANDING
PROVIDE ONE EMERGENCY EYE WASH/SHOWER SIGN FOR EACH
EYE WASH/SHOWER. FIELD VERIFY EXACT LOCATION.
20.
22.
24.SEE SPRINKLER PIPING SYSTEM SPECIFICATIONS, FOR SIGNAGE
INDICATE THE LOCATION OF THE SPRINKLER SYSTEM'S EQUIPMENT, CONTROL VALVES, AND SWITCHES THAT ARE REQUIRED. FIELD VERIFY
REQUIREMENTS ASSOCIATED WITH THE SPRINKLER PIPING SYSTEM.
LOCATION WITH PLANT MANAGEMENT AND ENGINEER.
WITH ALL NFPA REQUIREMENTS. IN ADDITION, PROVIDE SIGNS THAT
TO QUANTITIES INDICATED ON THE SCHEDULE. SEE NOTE 2 ABOVE.
DESCRIBES WHY THE DEVISE IS ACTIVATED AND WHAT ACTION
FINAL LOCATIONS AND EXACT ARRANGEMENTS OF ALL SIGNS TO BE DETERMINED AND PROVIDED BY ENGINEER AFTER AWARD OF THE
CONTRACT.
THESE SIGNS.
PROVIDE TWO ROOM NAME IDENTIFICATION SIGNS FOR EVERY
INTERIOR DOOR. FINAL LIST OF ROOMNAMES, QUANTITIES AND LOCATION TO BE DETERMINED BY ENGINEER AFTER AWARD OF CONTRACT
SIGNAGE FOR FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE
*
SIGNAGE QUANTITY DOES NOT
INCLUDE EXIT SIGNS, ROOM SIGNS,
EXTINGUISHER SIGNS, PIPE MARKERS
OR EQUIPMENT TAGS. SEE PLANS
FOR EXIT SIGN LOCATION AND
QUANTITY. PROVIDE ROOM NAME
SIGN AT EVERY DOOR ON DOOR
SCHEDULE.
*
NOTES:
1.REFER TO SHEET A-1 FOR TYPICAL NOTES AND ABBREVIATIONS.
2.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
3.REFER TO SHEET A-1 FOR ROOM FINISH SCHEDULE.
2"5'-6"2"5'-0"6'-8"
FOR LADDERS OVER 20'-0", PROVIDE FALL PROTECTIONAS SPECIFIED IN SECTION 05501.MAXEQUAL SPACES AT 12" MAX. OCAS SHOWN
END CAP
5" SQUARE
BASE FLANGE
ATTACH W/ 4-
3/8" DIA
(SEE NOTE 2)
SIDE RAIL
SUPPORT
WELD TO SIDE
RAIL AND GRIND SMOOTH
NON-SHRINK GROUT
AS REQD
8" MINIMUM OR
SIDE RAIL
AS REQ'D.
NON-SHRINK GROUT
NON-SLIP SURFACE
1/8" RADIUS (TYP)1"14"(MIN.)WELD TO SIDE RAILAND GRIND SMOOTH
1"4"3"SIDE RAILSVARIES5'-0" MAX BRACKET SPACING (TYP)MIN
18"
RUNG AS SHOWN
END CAP
SIDE RAIL
SUPPORT
WELD TO SIDE
RAIL AND GRIND SMOOTH
8" MINIMUM OR
SIDE RAIL
AS REQ'D.
NON-SHRINK GROUT9"9"ANCHORS
5" X 1/4" SQUARE BASE
FLANGE. ATTACH W/4- 3/8"
DIA ANCHORS
(SEE NOTE 2)42"EXTENDEDNON-SLIP
SAFETY POST
FALL PROTECTION
SYSTEM WHERE
SPECIFIED
NON-SLIP SURFACE
1/8" RADIUS (TYP)1"14"(MIN.)WELD TO SIDE RAILAND GRIND SMOOTH
1"
RAILING
SEE DETAILS
FOR MOUNTING
TOE BOARD
POST
RAILING
9"9"4"4"SEE MOUNTINGDETAIL
9"9"
9"3'-6"EQ.EQ.EQ.THIS SHT
WALL RETURN, SEE DETAIL THIS SHT
WALL BRACKET, HANDRAIL
SEE DETAILSFOR MOUNTING
5 1/2"RAD
TOE BOARD
(TYP)
POST
HANDRAIL
RAILING
FOR MOUNTING
TOE BOARD
SEE DETAILS
POST
RAILING
2'-10"2'-10"3'-6"EQ.EQ.EQ.2'-10"2'-10"3'-6"EQ.EQ.EQ.3'-6"EQ.EQ.EQ.TREADWIDTH2'-10"12" MIN.
6"3'-6"HANDRAIL
RAILING
TREADWIDTH
2'-10"2'-10"12"2'-10"6'-0" MAX.
SEE DETAIL
EQ.EQ.EQ.3'-6"(TYP)5 1/2" RAD
9"
HANDRAIL
HANDRAIL
RAILING
12"
9"2'-10"3'-6"2'-10"EQ.EQ.EQ.EQ.3'-6"FOR MOUNTING
SEE DETAILS
9"
(TYP.)EQ.EQ.RAILING
5 1/2"RAD.
POST 9"
2"MAX
EQ.3'-6"SEE DETAILS
FOR MOUNTINGTOE BOARD
(TYP.)EQEQ.5 1/2"RAD.
FACE OF WALL
POST
RAILING
12"2'-10"12"EQ.3'-6"2'-10"EQ.EQ.HANDRAIL
RAILING
SEE DETAILS
TOE BOARD
FOR MOUNTING
HANDRAIL
RAILING
POST
EQ.5 1/2"RAD.(TYP.)EQ.9"2"9"9"4"9"
4"
RAILING
12"NOSING
HANDRAILSTAIR EDGE
LANDING EDGE EDGELANDING RAILINGHANDRAIL
NOSINGSTAIR EDGE
NOSINGSTAIR EDGE
HANDRAIL
LANDING EDGE
RAILING12"9"9"EDGELANDING
STAIR EDGE
RAILINGHANDRAIL
NOSING
EDGE OF
LANDING BEYOND EQ.3'-6"6"
RAILING POST
TOE BOARD
FASCIA FLANGE
REINFORCING BAR
RAILING POST
BOLTS
3/8" DIA SS
ANGLE FLANGE
REINFORCING BAR34"24"6"
3/8"
9"
3 1/2" MAX.1/8"WALL BRACKET
3" RAD.
HANDRAIL
1 1/2" MIN.
HANDRAIL6"5"
3" RAD.
WALL BRACKET
HANDRAIL
2 1/2" PIPE SOCKET
RAILING POST
SOCKET COVER4"14"4"2"SLOPE NON-SHRINK
CUSTOM PIPE COLLARNON-SHRINK GROUT
TOE BOARD
RAILING POST
GROUT
REINFORCING BAR 4"14"REINFORCING BAR
3/8" DIA SS ANCHORS
(MIN)
SEE NOTE 2
3/8" DIA SS ANCHORS
(MIN)
SEE NOTE 2
3/8" DIA SS ANCHORS (MIN)
SEE NOTE 2
3/8" DIA SS ANCHORS
(MIN)SEE NOTE 2
412"412"
2'-3"112"112"3'-0"2"1'-9"3'-6"6"8"12"16"
3'-0"
18"18"412"
2'-3"
SIDE RAIL
INTERMEDIATERAIL
TYP.12"TYP.(TYP.)
1 3/4"
L 2 X 2 X 1/4
1 3/4" GRATING
WELD
WELDADD'L RUNGS AS REQ'D.CONC. CURB
COPE RUNG TO FITVARIES
VARIES12"GRATING
6" RAD.(TYP.)
SIDE RAIL
LADDER RUNGW/ NON-SLIPTOP SURFACE
TOP OF SLAB
12"MAX.VARIESCONC. CURB
5" X 1/4" SQUAREBASE FLANGE. ATTACH
W/ 4 - 3/8" DIA.
EXPANSION BOLTS
GATE
18"3'-6"TOE BOARD
FOR MOUNTING
SEE DETAILS
LATCHSEE DETAIL
SELF CLOSING
HINGE
9"1/2"2'-6"1/2"RAILING
POST
ARCHITECTURALRAILING AND LADDER DETAILSA-25
50S. ZEID---SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-25.dwg A-25.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\A-25.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NOTES:
1.RAILINGS SHOWN ON OTHER DRAWINGS DEPICT ONLY LOCATION
NOT DETAILED. THIS SHEET SHOWS DETAILS CONDITIONS AND
SUPERCEDES ANY OTHER DRAWINGS.2.PROVIDE ADHESIVE ANCHORS AT ALL EXTERIOR LOCATIONS. FOR ALLOTHER LOCATIONS REFER TO SPECIFICATION SECTION 05051.
ASD DESIGN WIND PRESSURE FOR COMPONENTS ANDCLADDING (PSF)ZONEPOSITIVEPRESSURENEGATIVEPRESSURE1+16.0-33.502+16.0-56.173+16.0-84.224+30.50-33.105+30.50-40.70GENERAL NOTES1.DESIGN IS IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE, LOCAL AMENDMENTS, AND APPLICABLE CODEREFERENCED STANDARDS.2.CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH APPLICABLE OSHA, STATE, AND LOCAL REGULATIONS. THISDESIGN IS NOT INTENDED TO CONFLICT WITH SAFETY OR APPLICABLE REGULATIONS OR TO RELIEVE THE CONTRACTOROF COMPLIANCE WITH THESE REQUIREMENTS. IN CASE OF CONFLICT WITH SAFETY OR APPLICABLE REGULATIONS,CONTACT THE ENGINEER FOR GUIDANCE BEFORE PROCEEDING WITH FABRICATION OR CONSTRUCTION.3.SUPERIMPOSED DEAD LOADS (NOT INCLUDING STRUCTURAL FRAMING SELF-WEIGHT)A.ROOF: 13 PSF4.LIVE LOADSA. ROOF: 20 PSFB.ADMINISTRATIOIN BUILDING: 100 PSFC.ELECTRICAL BUILDING: 150 PSFD.CHEMICAL FEED BUILDING: 125 PSF5.GROUND SNOW LOAD: Pg = 5 PSF6.LATERAL LOADSA.RISK CATEGORY IIIB.WIND LOADi.NOMINAL DESIGN ULTIMATE DESIGN WIND SPEED: Vult = 120 MPHii.WIND EXPOSURE: Ciii.INTERNAL PRESSURE COEFFICIENT: GCpi = +/-0.18iv.COMPONENTS AND CLADDING PRESSURES, FOR VARIOUS ZONES USING AN EFFECTIVE WIND AREA OF 10 SQ.FTAS DEFINED BY ASCE7-16 FIGURE 30.3-1 ARE AS FOLLOWS:C.SEISMIC LOADi.SEISMIC IMPORTANCE FACTOR: I = 1.25ii.MAPPED SPECTRAL ACCELERATIONS: SS = 0.101, S1 = 0.053iii.SITE CLASS: Civ.SPECTRAL RESPONSE COEFFICIENT: SDS = 0.081, SD1 = 0.06v.SEISMIC DESIGN CATEGORY: Avi.BASIC SEISMIC FORCE-RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLSvii.DESIGN BASE SHEAR V = CsWviii.SEISMIC RESPONSE COEFFICIENT: Cs = 0.057ix.RESPONSE MODIFICATION FACTOR: R = 2x.ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE7.SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BEPERMITTED UNLESS APPROVED BY THE ENGINEER IN ADVANCE.8.VERIFY ALL DIMENSIONS, ELEVATIONS, OPENING SIZES, AND MECHANICAL EQUIPMENT WEIGHTS PRIOR TO STARTINGWORK.9.VERIFY ALL FLOOR DEPRESSIONS AND OFFSETS WITH ARCHITECTURAL DRAWINGS.10.REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES, PIPELINES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION.11.FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTIONAND UTILITIES. NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTINGCONDITIONS BEFORE PROCEEDING WITH WORK. PROVIDE EXCAVATION SHORING TO PROTECT AND SUPPORTFOUNDATION SOILS UNDER EXISTING STRUCTURES.12.THE STRUCTURE IS DESIGNED FOR STABILITY IN THE FINAL CONDITION ONLY. PROVIDE TEMPORARY BRACING ANDSHORING AS REQUIRED FOR STABILITY DURING CONSTRUCTION.13.PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OFMATERIALS.14.SEE OTHER DISCIPLINE DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS, DEPRESSIONS, OFFSETS, SLEEVES,CURBS, PADS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. BEFORE FABRICATION OF MATERIALS,COORDINATE WITH MECHANICAL AND ELECTRICAL EQUIPMENT REQUIREMENTS.15.SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL AND ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TORESIST ALL LOADS ATTACHMENT SHALL BE MADE SO AS NOT TO OVERSTRESS STRUCTURAL MEMBERS. COORDINATETHE ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT WITH THE STRUCTURAL SHOP DRAWINGS.16. THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THEREARE SPECIFIC INDICATIONS TO THE CONTRARY.CONCRETE1.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:A.DRILLED SHAFTS: 4,000 PSIB.GRADE BEAMS: 4,000 PSIC.INTERIOR SLAB-ON-GRADE: 4,000 PSID.OTHER: 3,000 PSI2.ALL REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60, DEFORMED.3.CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318, LISTED BELOW, UNLESSOTHERWISE NOTED.A.CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"B.EXPOSED TO EARTH OR WEATHERi.#6 AND LARGER: 2"ii.#5 AND SMALLER: 1-1/2"C.NOT EXPOSED TO EARTH OR WEATHERi.SLABS AND WALLS: 1"ii.BEAMS AND COLUMNS: 1-1/2"D.SLABS-ON-GRADE (FROM TOP OF SLAB): 1-1/2"4.ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" INSIDE FORMS OR TOOLED TO 3/4" RADIUS ON SLABSUNLESS OTHERWISE NOTED.5.WHERE NECESSARY, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED WITHIN THE CENTER ONE-THIRD OF THESPAN. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND PURPOSELY ROUGHENED TO 1/4" PRIOR TO PLACINGADJACENT CONCRETE. JOINTS IN EXPOSED CONCRETE, EXCEPT SLABS, SHALL BE USED WITH A MAXIMUM SPACING OF50'.6.ADDITIONAL CONSTRUCTION JOINTS SHALL HAVE PRIOR APPROVAL OF THE ENGINEER.7.PENETRATIONS OTHER THAN SHOWN SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER.8.IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THEADJACENT CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FORMING, TEMPORARY BRACING AND SHORING.10.CONDUITS AND PIPING EMBEDDED IN CONCRETE SHALL BE SPACED A MINIMUM OF FOUR DIAMETERS AND THEOUTSIDE DIAMETER SHALL BE LESS THAN 30% OF THE MEMBER THICKNESS PLACED BETWEEN LAYERS OF REINFORCING.11.UNLESS NOTED OTHERWISE, HOOKS SHOWN ON DRAWINGS SHALL BE ASSUMED TO BE STANDARD HOOKS PER ACI 318.12.UNLESS INDICATED OTHERWISE, LAP SPLICES IN BEAMS AND WALLS SHALL BE STAGGERED.13.ALL REINFORCING SHALL BE CONTINUOUS. CONTINUOUS BARS SHALL LAP 48 BAR DIAMETERS OF SMALLER BAR LAPPED,UNLESS NOTED OTHERWISE. ALL REBAR EMBEDMENT LENGTHS SHALL BE 36 BAR DIAMETERS, UNLESS NOTEDOTHERWISE.FOUNDATION1.FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THESE GEOTECHNICAL REPORTS :GEOTECHNICAL ENGINEERING STUDY; LAKE LEWISVILLE WATER TREATMENT PLANT DENTON, TEXAS , SWITCH GEARAND ADMINISTRATION BUILDINGS CITY OF DENTON, DATED JULY 30, 2018, PREPARED BY FREESE AND NICHOLS, INC(REPORT NO. DTN18104). A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION AT THE ENGINEER'S OFFICE.REFERENCE FROM PREVIOUS PROJECTS GEOTECHNICAL ENGINEERING STUDY; DENTON LAKE RAY ROBERTS WATERTREATMENT PLANT AND RAW WATER PUMP STATION , DATED AUGUST 31, 1990 PREPARED BY PSI (REPORT NO.342-05026)REFERENCE FROM PREVIOUS PROJECTS GEOTECHNICAL ENGINEERING STUDY; COMMUNICATION TOWER AT LAKELEWISVILLE , DATED APRIL 2011 PREPARED BY CHA (REPORT NO. 22808)2.EXCAVATION DESIGN AND SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY SLOPES SHOWN ARE A MAXIMUMAND SHALL BE DECREASED AS REQUIRED FOR SAFETY OR TO MEET OSHA REQUIREMENTS.3.AT THE LOCATIONS WHERE UTILITY TRENCHES CROSS THE BUILDING LINE, 5'-0" OF EACH TRENCH CENTERED ON THEBUILDING LINE SHALL BE BACKFILLED AS FOLLOWS: OUTSIDE THE BUILDING LINE BACKFILL ABOVE THE UTILITY WITH ACOMPACTED, LOW-PERMEABILITY CLAY; INSIDE THE BUILDING LINE BACKFILL WITH SPECIFIED SELECT FILL; EMBEDMENTMATERIAL BELOW AND AROUND THE UTILITY SHALL BE FLOWABLE FILL.4.ALL BELOW GRADE FOUNDATION ELEMENTS ARE DESIGNED WITH FORMED SIDES. IF THE CONTRACTOR ELECTS TO USEEARTH FORMED SIDES, THE EXPOSED SURFACE AND 12 INCHES BELOW GRADE SHALL BE FORMED TO THE DESIGNDIMENSION AND ONE INCH SHALL BE ADDED TO EACH SIDE TO PROVIDE ADEQUATE COVER OVER THE REINFORCING ATTHE CONTRACTOR'S EXPENSE. ALL CONCRETE EXPOSED TO VIEW IN THE FINAL CONDITION SHALL BE FORMED.5.DO NOT BACKFILL FOUNDATION WALLS UNTIL THE RESTRAINING SLABS OR ADEQUATE BRACING ARE IN PLACE.6.EXTERIOR SLABS SHALL SLOPE AWAY FROM THE STRUCTURE A MINIMUM OF 1/4" PER FOOT UNLESS OTHERWISENOTED. GRADING AROUND STRUCTURES SHALL BE SUCH AS TO DRAIN ALL WATER AWAY FROM BUILDINGS.DRILLED SHAFTS1.DRILLED SHAFT DESIGN IS BASED ON A NET ALLOWABLE END BEARING PRESSURE OF 5,000 PSF AND AN ALLOWABLESIDE SHEAR OF 1,000 PSF IN A BEARING STRATA OF DENSE SAND LAYER. SUITABLE BEARING MATERIALS CONSISTENTWITH THE GEOTECHNICAL REPORT SHALL BE VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER.2.THE SUBSURFACE GEOTECHNICAL INVESTIGATION INDICATES THAT TEMPORARY CASINGS MAY BE REQUIRED WHILEPLACING DRILLED SHAFTS. THE DIAMETER OF THE REINFORCEMENT CAGE SHALL BE DETERMINED BASED ON THEREQUIRED CLEAR COVER AND THE INSIDE DIAMETER OF THE CASING.3.BID DEPTH FOR TOP OF BEARING STRATA SHALL BE AS INDICATED. TOP OF BEARING STRATA ELEVATION SHALL BEVERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER AT THE TIME OF CONSTRUCTION.4.VIBRATE TOP 5 FEET OF CONCRETE, BUT ONLY AFTER CASING HAS BEEN PULLED OR WHEN CASING IS PERMANENT.5.PLACE CONCRETE IN SHAFT IN ONE CONTINUOUS OPERATION.6.REINFORCING FOR ALL SHAFTS SHALL BE SUPPORTED FROM ABOVE OR WITH BOTTOM BOLSTERS WHILE DEPOSITINGCONCRETE IN FORMS. SIDE SPACERS SHALL BE USED TO CENTER CAGE.STRUCTURAL STEEL1.ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", ANSI/AISC 360-10.2.STEEL MATERIAL SHALL BE IN ACCORDANCE WITH THE FOLLOWING UNLESS NOTED OTHERWISE:A. WIDE FLANGES: ASTM A992B.CHANNELS: ASTM A36C.PIPES: ASTM A53, TYPE E OR S, GRADE BD.HSS: ASTM A500, GRADE CE.PLATES: ASTM A36F.MISC.: ASTM A36G.ANCHOR RODS: ASTM F1554, GRADE 363.PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STEEL ERECTION. THE LATERAL-LOAD-RESISTING SYSTEM AND CONNECTING DIAPHRAGM ELEMENTS THATPROVIDE FOR LATERAL STRENGTH AND STABILITY IN THE COMPLETED STRUCTURE.4.ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A325 BOLTS,UNLESS NOTED OTHERWISE.5.ALL BOLT HOLES SHALL BE STANDARD HOLES PER AISC 360 TABLE J3.3, UNLESSOTHERWISE NOTED. DO NOT OVERSIZE, SLOT, OR ENLARGE HOLES UNLESS SPECIFICALLYINDICATED.6.ALL STEEL SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 ANDA153. REPAIR DAMAGED GALVANIZING WITH ZRC WORLDWIDE GALVILITE GALVANIZINGREPAIR COMPOUND. APPLY IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS AND ASTM A780. PROVIDE TWO 1.5MIL DFT COATS - 3.0MILMINIMUM TOTAL DFT.7.WELDING SHALL BE DONE IN ACCORDANCE WITH "STRUCTURAL WELDING CODE-STEEL", AMERICAN WELDING SOCIETY(AWS D1.1 - 2010)8.WELDING SHALL BE PERFORMED WITH E70XX LOW-HYDROGEN ELECTRODES.9.NO HOLES SHALL BE CUT THROUGH STEEL FRAMING IN FIELD UNLESS APPROVED BY THE ENGINEER.POST-INSTALLED ANCHORS (ADHESIVE)1.INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII), BUT NOT LESS THANTHAT INDICATED BELOW.2.INSTRUCTIONS BELOW ARE NOT INTENDED TO CONFLICT WITH APPLICABLE SAFETY OR OSHA REGULATIONS OR TORELIEVE CONTRACTOR OF COMPLIANCE WITH ALL APPLICABLE SAFETY AND OSHA REGULATIONS. IN CASE OF CONFLICTWITH SAFETY OR OSHA REGULATIONS, CONTACT THE ENGINEER FOR GUIDANCE BEFORE PROCEEDING WITHFABRICATION OR CONSTRUCTION.3.ADHESIVE ANCHORS SHALL ONLY BE INSTALLED BY CONSTRUCTION PERSONNEL CERTIFIED UNDER ACI/CRSI ADHESIVEANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL. SUBMIT CERTIFICATIONS AS RECORD DATA.4.ANCHOR DIAMETER AND EMBEDMENT SHALL BE AS INDICATED.5.HOLES SHALL BE DRILLED USING ROTARY HAMMER DRILLS WITH ANSI MATCHED TOLERANCE CARBIDE-TIPPED DRILLBITS. DRILL BIT DIAMETER SHALL MATCH DIAMETER RECOMMENDED BY MANUFACTURER.6.USE CARE AND CAUTION WHEN INSTALLING TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING STEEL. FIELDVERIFY EXISTING REINFORCING LOCATIONS PRIOR TO FABRICATION OR CONSTRUCTION, AND THEN COORDINATE REBARLOCATIONS WITH SHOP DRAWINGS.7.AS INDICATED BLOW HOLES CLEAN WITH COMPRESSED AIR, 90 PSI MINIMUM. START BLOWING WITH NOZZLE AT BACKOF HOLE AND SLOWLY EXTRACT NOZZLE. AS AN ALTERNATE TO BRUSHING AND/OR BLOWING HOLES CLEAN, DRILLHOLES USING HILTI SAFESET TECHNOLOGY OR APPROVED EQUAL.8.ADHESIVE ANCHORS SHALL BE DEFORMED REINFORCING BARS (ASTM A615, GR 60) OR STAINLESS STEEL 316 THREADEDROD, UNLESS OTHERWISE NOTED, AND AS NOTED BELOW:A.ADHESIVE SHALL BE HILTI HIT-RE 500 V3 OR AN APPROVED EQUAL. USE HILTI HIT-HY 70 FOR HOLLOW OR GROUTEDMASONRY OR AN APPROVED EQUAL. SUBMIT PUBLISHED COMPARISONS BETWEEN EACH SPECIFIED AND EACHALTERNATE ANCHOR.B.PRIOR TO INSTALLATION: ALL DEFORMED BARS AND THREADED ROD SHALL BE CLEAN, FREE OF OIL, GREASE, OROTHER RESIDUE, IN ACCORDANCE WITH MPII.C.CLEAN HOLES BEFORE INSTALLING ANCHOR PER MPII, BUT NOT LESS THAN THE FOLLOWING:i.BLOW HOLE CLEAN. REPEAT 3 TIMES.ii.BRUSH HOLE WITH SPECIFIED BRUSH. REPEAT 3 TIMES.iii.BLOW HOLE CLEAN. REPEAT 3 TIMES.D.INSTALL EPOXY AS REQUIRED BY MPII, USE MANUFACTURER SUPPLIED PISTON PLUG INJECTION SYSTEM FOR ALLHORIZONTAL AND VERTICALLY INCLINED HOLES.E.INSTALL ANCHOR BY SIMULTANEOUSLY TWISTING AND INSERTING INTO HOLE.F.ALLOW ANCHOR TO SET REQUIRED TIME. DO NOT DISTURB.G.TIGHTEN NUT. DO NOT OVER-TORQUE.H.MINIMUM CONCRETE AGE AT TIME OF INSTALLATION: 28 DAYSI.CONCRETE TEMPERATURE RANGE AT TIME OF INSTALLATION SHALL BE: 41DEG F TO 104DEG F.J.CONCRETE MOISTURE CONDITION AT TIME OF INSTALLATION: DRY.METAL ROOF DECK1.THE DESIGN FABRICATION AND ERECTION OF STEEL DECK SHALL CONFORM TO THE STANDARD SPECIFICATIONS ANDRECOMMENDED CODE OF STANDARD PRACTICE OF THE STEEL DECK INSTITUTE.2.DO NOT HANG LIGHTING, PLUMBING, ELECTRICAL, OR ANY OTHER UTILITY OR ARCHITECTURAL FINISHES FROMUNDERSIDE OF METAL DECK.3.CLUSTERS OF OPENINGS FOR PIPE OR PIPE SLEEVES SHALL BE ACCOUNTED FOR AND COORDINATED WITH THOSETRADES, PROVIDING REINFORCING WHERE REQUIRED.4.HOLES IN METAL DECK MAY BE MADE ONLY AS SHOWN ON THE SHOP DRAWINGS.5.DECKING DESIGN IS BASED ON A 3-SPAN CONDITION. DECKING INSTALLED WITH LESS THAN 3 SPANS SHALL BEEVALUATED FOR THE REQUIRED LOADING AND THE THICKNESS INCREASED AS REQUIRED. WHERE POSSIBLE, DECKINGSHALL BE INSTALLED WITH AT LEAST A 2-SPAN CONDITION.6.METAL DECK SHALL BE ATTACHED TO ALL SUPPORTING MEMBERS SUFFICIENT TO RESIST IN-PLANE SHEAR AND WINDUPLIFT 84.22PSF AT CORNER, 56.17PSF AT EDGE AND 33.7PSF TYP.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:05 PM Plot By: 02856 Filename: n:\ST\ST-BLD-GN-NOTE.dwg ST-BLD-GN-NOTE.dwg
Last Saved: 2/6/2019 4:49 PM Saved By: 02856Filename: n:\ST\ST-BLD-GN-NOTE.dwgACAD Rel: 21.0s (LMS Tech)
3/20/201951
OPEN-WEB JOISTS1.THE DESIGN FABRICATION AND ERECTION OF STEEL JOISTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS ANDRECOMMENDED CODE OF STANDARD PRACTICE OF THE STEEL JOIST INSTITUTE.2.JOISTS SHALL HAVE BRIDGING TO PROVIDE ERECTION STABILITY AND WIND UPLIFT RESISTANCE IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. BRIDGING SHOWN ON DRAWINGS IS INADDITION TO THAT REQUIRED BY THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.3.JOISTS SHALL NOT BE FIELD MODIFIED. JOIST BRIDGING SHALL NOT BE USED TO SUPPORT CONDUIT, PIPING,DUCTWORK, ETC.4.'K' SERIES JOISTS SHALL BEAR A MINIMUM OF 2- 1/2 INCHES ON STEEL SUPPORTS OR STEEL BEARING PLATES.5.ALL BRIDGING SHALL BE PERMANENTLY INSTALLED BEFORE CONSTRUCTION LOADS ARE APPLIED. EACH LINE OFBRIDGING SHALL BE ANCHORED AT ENDS TO WALLS OR BEAMS.6.IN ADDITION TO DEAD AND LIVE LOADS, STEEL JOISTS AND BRIDGING SHALL BE DESIGNED AND FABRICATED TO RESISTA NET UPLIFT PRESSURE.REINFORCED HOLLOW CMU1.MASONRY DESIGN IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm, EQUAL TO 1,900 PSI.A.CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C90 AND HAVE A MINIMUM NET AREACOMPRESSIVE STRENGTH OF 1,900 PSI.B.TYPE S PORTLAND CEMENT-LIME MORTAR SHALL BE USED AND SHALL BE PROPORTIONED ACCORDING TO THEPROPORTIONING SPECIFICATION REQUIREMENTS GIVEN IN ASTM C270.C.GROUT SHALL BE PROPORTIONED BY VOLUME ACCORDING TO ASTM C476.2.ALL REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A 615, GRADE 60, DEFORMED.3.CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLIDLY WITH GROUT, INCLUDING BOND BEAMS, LINTELSAND PILASTERS.4.VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTEDCONTINUOUS VERTICAL CELL NOT LESS THAN 3"x3" IN PLAN DIMENSIONS.5.LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT WHERE BOTTOM OF BOND BEAM EQUALS TOP OFOPENING.6.FOUNDATION DOWELS SHALL EXTEND A MINIMUM OF 30 BAR DIAMETERS INTO THE FOUNDATION CONCRETE AND 60BAR DIAMETERS INTO THE MASONRY WALL OR PARTITION. LAPS OR SPLICES OF REINFORCING STEEL IN MASONRYSHALL BE 2'-0" OR 60 BAR DIAMETERS WHICHEVER IS GREATER.7.THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR, EXCEPT AS NOTED BELOW FOR JAMBBARS. FOUNDATION DOWELS FOR JAMB BARS ARE ONLY REQUIRED WHEN BAR DEVELOPMENT LENGTH DOES NOTEXIST BELOW OPENING.8.VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF FOUNDATION TO EMBED AT LEAST 6"INTO ROOF DIAPHRAGM BOND BEAM, OR TO 2" BELOW TOP OF PARAPET WHEN PARAPET EXISTS.9.AN ADDITIONAL VERTICAL BAR WITH FOUNDATION DOWEL, SAME SIZE AND LENGTH AS THE NORMAL REINFORCINGBAR SHALL BE PLACED:A.ON EACH SIDE OF CONTROL JOINTSB.AT INTERSECTION OF EXTERIOR WALLSC.AT INTERSECTION OF INTERIOR WALLS WITH EXTERIOR WALLS10.ALL INTERIOR STRUCTURAL WALLS SHALL HAVE INTERMEDIATE BOND BEAMS LOCATED AT THE SAME LEVELS ASEXTERIOR BOND BEAMS.11.CONTROL JOINTS SHALL NOT EXTEND THROUGH BOND BEAMS AND LINTELS. INSTEAD THE JOINT SHALL EXTEND TO THEBOTTOM OF THE BOND BEAM/LINTEL AND THEN RESUME ABOVE THE BOND BEAM/LINTEL. WHERE BOND BEAM/LINTELARE EXPOSED TO VIEW, SAW A VERTICAL GROOVE IN THE BOND BEAM/LINTEL, APPROXIMATELY 3/8" DEEP AND THESAME WIDTH AS THE CONTROL JOINT, TO RESEMBLE THE CONTROL JOINT. FILL CONTROL JOINTS AND SAWED JOINTWITH SEALANT.12,UNLESS NOTED OTHERWISE, BOND BEAMS SHALL BE CONTINUOUS AT ALL CORNERS. USE CORNER BARS SAME SIZEAND NUMBER AS BOND BEAM REINFORCING, 2'-0" EACH LEG. STAGGER HORIZONTAL LAPS IN BOND BEAMS.13. LOCATION AND DETAILS OF CONTROL AND ISOLATION WALL JOINTS SHALL BE AS DETAILED ON ARCHITECTURALDRAWINGS.14. BRACE TOP OF CMU WALLS UNTIL STEEL BEAM, ROOF FRAMING, AND DECK ARE INSTALLED.15. REFER SECTION 01 40 01 IBC SPECIAL INSPECTIONS REQUIREMENTS.DEFERRED SUBMITTALS1.FORWARD THE FOLLOWING DEFERRED COMPONENT SUMBITTALS TO THE BUILDING OFFICIAL FOR APPROVAL AFTERRECEIPT OF APPROVAL FROM THE OWNER'S REPRESENTATIVE. DO NOT FABRICATE OR INSTALL DEFERRED SUBMITTALITEMS UNTIL APPROVED BY THE BUILDING OFFICIAL.2.THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS:A. OPEN WEB JOISTS: SPECIFICATION SECTION 05 21 00IBC CHAPTER 17 SPECIAL INSPECTION REQUIREMENTS1.THE OWNER OR THE OWNER'S REPRESENTATIVE IS REQUIRED TO PERFORM SPECIAL INSPECTIONS IN ACCORDANCEWITH IBC 2018 AND AS OUTLINED IN THE STATEMENT OF SPECIAL INSPECTION.2.THE CONTRACTOR IS REQUIRED TO ENABLE THE ABOVE INSPECTIONS TO OCCUR BY PROVIDING ACCESS TO THEELEMENTS REQUIRING INSPECTION. IN ADDITION, THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCED NOTICE TOTHE OWNER OR THE OWNER'S REPRESENTATIVE REGARDING ALL CONSTRUCTION ACTIVITIES RELATED TO AND/ORAFFECTING THE REQUIRED SPECIAL INSPECTIONS.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:06 PM Plot By: 02856 Filename: n:\ST\ST-BLD-GN-NOTE2.dwg ST-BLD-GN-NOTE2.dwg
Last Saved: 1/30/2019 5:26 PM Saved By: 02856Filename: n:\ST\ST-BLD-GN-NOTE2.dwgACAD Rel: 21.0s (LMS Tech)
3/20/201952
14'-512"12'-1"11'-6"15'-7"15'-0"13'-10"11'-1"12'-612"14'-10"18'-10"18'-10"122'-11"1'-0"1'-0"12'-8"54'-9"39'-8"1'-0"1'-0"7'-0"
2'-0"2'-0"FOUNDATION PLAN3/16"=1'-0"1F/FLREL= ±636.501'-6"(TYP)1'-0"(TYP)2-3-DRILL SHAFT24"Ø (TYP)NORTH
4-NOTE: REFER ARCH. HVAC & PLUMBING FOR TOLOCATE SLAB PENETRATIONS2'-0"
DIAMETER TOP OF SHAFTSPIRAL REINFVERTICAL BARS(8) #8112 TURNST&BBOTTOM OFSHAFT EL= ±610'6"
PITCH
3"3" CLR CVR TOVERT BARSSTD 90° HOOK(4) #8 DOWELS,EXTEND TO 4" BELOWTOP OF GRADE BEAM4'-2"TYPICAL DRILLED SHAFTNOT TO SCALE5-2'-8"#5 @ 12"C/C#3 TIES @12"C/C(2) #6 T&B1'-0"SECTION3/4"=1'-0"22'-8"6"#5 @ 12"C/C#3 TIES @12"C/C(3) #6 T&B1'-6"SECTION3/4"=1'-0"3COMPACTEDSTRUCTURAL FILL15 MIL MOISTUREBARRIERCOMPACTEDSTRUCTURALFILL15 MIL MOISTUREBARRIER2'-6"#5 @ 12"C/C#3 TIES @12"C/C(3) #6 T&B1'-6"COMPACTEDSTRUCTURALFILL15 MIL MOISTUREBARRIER#5 @ 12"C/C#3 TIES @12"C/C(2) #6 T&B1'-6"COMPACTEDSTRUCTURALFILL10 MIL MOISTUREBARRIERSECTION3/4"=1'-0"42"DRILLED SHAFTBEYOND RE: PLANDRILLED SHAFTBEYOND RE: PLAN3" FINE GRADEDGRANULAR MATERIAL#4 MID-DEPTH, EF6"3" FINE GRADEDGRANULAR MATERIAL3" FINE GRADEDGRANULAR MATERIAL3" FINE GRADEDGRANULAR MATERIAL6"514"SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:06 PM Plot By: 02856 Filename: n:\ST\ST-ADM-PL-FNDN01.dwg ST-ADM-PL-FNDN01.dwg
Last Saved: 3/21/2019 4:02 PM Saved By: 02856Filename: n:\ST\ST-ADM-PL-FNDN01.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
ADMINISTRATION BUILDING
FOUNDATION PLANS-3.PKC
MBD
.
MRR03/4"=1'-06"1'2'03/16"=1'-0"4'8'3/20/201953
FRAMING PLAN3/16"=1'-0"156'-4"38'-8"122'-8"56'-4"11'-812"12'-1"8'-1012"8'-012"9'-9"9'-9"3'-4"12'-0"12'-612"11'-1"8'-412"8'-9"12" LOAD-BEARING CMUWALL (RE: S-14)HSS 12x8x12"CONSTJTCONSTJTNORTH ROOF ACCESSHATCHW5x19
W5x19
W5x19 HSS 8x4x14"HSS 8x4x14"1'-0316"1'-0316"4'-0"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"4" BRICK VENEER(RE: ARCH)HSS 12x8x12"HSS 12x8x12"HSS 12x8x12"7'-812"3'-4"LINE OF OVERHANG6'-0"10'-2"HSS 8x8x14"(TYP OF 15)H
S
S
5
x
5
x
14"(TYP OF 2)5-11S-1411S-1411S-1411S-14C 10X20ELEVATION OF COLUMN & BEAM3/4"=1'-0"4-HSS 8x8x 14"COL (TYP)FFE= ±636.50'CMU WALL(RE:S-14)HSS 12x8x12"BEAM (TYP)2-T/ STEELELGROUTEDMMEA SIDETOP OF SLAB1'-4"4"MMTYP TOP & BOTD2L DEFORMED BAR ANCHORS24" LONG @ 16"C/C OR ATWALL REINF BARSCAP PLSECTION AT VESTIBULE OF COLUMN & BEAM3/4"=1'-0"5-HSS 5x5x14" COL(TYP)W5x19 (TYP)CMU WALLBRICK VENEERBEYONDTOP OF SLABBOND BEAMC10X20 W/(2)12" Ø 2'-6" O.C8" EMBEDDEDPOSTINSTALLEDANCHOR (TYP.)6-5S-53-1/41/41/4PL 34"x10"x10" W/4x34 Ø F,1554 A36MIN 1'-0" EMBEDTYPSECTION1 1/2"=1'-0"2-D2L DEFORMED BARANCHORS 24" LONGMM1/4TYPSECTION1 1/2"=1'-0"6-HSS 12X8X12"EMBED BASE PLATE DETAILNOT TO SCALE3-GROUT~2"8"2"2"512"2"PL 38"x9 1/2x12 W/(4) 34" Ø HEADEDSTUD ANCHORS W/6" EMBED3"12" CMUP 1"x14"x1'-2" W/ (4)114" Ø F, 1554, 55G1'-2"112"112"112"112"1'-0" MINEMBEDMENT1/4 1/4 114"Ø F,1554, 55GTOP OF SLABHSS COLUMN RE:PLANLSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:07 PM Plot By: 02856 Filename: n:\ST\ST-ADM-PL-FRMG.dwg ST-ADM-PL-FRMG.dwg
Last Saved: 3/21/2019 4:02 PM Saved By: 02856Filename: n:\ST\ST-ADM-PL-FRMG.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
ADMINISTRATION BUILDING
FRAMING PLANS-4.PKC
MDB
.
MRR8"1-1/2"=1'-0"4"1'003/4"=1'-06"1'2'03/16"=1'-0"4'8'3/20/201954
ROOF FRAMING PLAN3/16"=1'-0"1OPEN WED 26K5ROOF JOIST @4'-0"C/C MAX29 SPA @4'-0"C/C = 116'-0"2'-9"3'-11"122'-8"38'-8"EQEQ1'-6"1'-6"1'-6"1'-6"35'-8"
NORTH
BRIDGING PER JOISTMANUFACTURER2-4-4-2-ACCESS HATCHREF. 3/S-16 FRAMING DETAIL12" LOAD-BEARINGCMU WALL4" BRICK VENEER(RE: ARCH)JOIST BEARING EL 647.27NOTE: REFER TO ARCH. & HVAC FOR ROOF HATCH ANDPENETRATION LOCATIONSSECTION1/2"=1'-0"2METAL DECKBOND BEAMSTEEL BAR JOIST26K 5 MINJOIST BRGEL 647.27CMU WALLBRIDGING AS REQ'DBY JOIST MFR (TYP)TYPCMU WALLGROUT SOLID AT EXP BOLTSGROUT SCREENL3x3x14" (TYP)38"Ø EXP BOLTS @ 12"C/CW/3" MIN EMBEDMENT(TYP)BRIDGING CONNECTION DETAILNOT TO SCALE4TYP STEEL JOIST TO MASONRY CONNECTIONNOT TO SCALE3EMBED P 12"x6x8W/(2) 12"Øx6"HEADED STUDANCHORSK-SERIES1"1/82"4"MIN212"12"K-SERIES JOISTL12" CMU WALLCONT ANGLECMU WALL(4) 12" Ø ANCHORRODS W/ 6" EMBEDW5X19P 516" x 5-1/2" x 3-1/2"W/ (2)34" Ø A 325 BOLTSL1/4VESTIBULE CMU CONNECTION DETAILNOT TO SCALE5BOND BEAM TYP.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:08 PM Plot By: 02856 Filename: n:\ST\ST-ADM-PL-SHAFT.dwg ST-ADM-PL-SHAFT.dwg
Last Saved: 2/6/2019 9:09 AM Saved By: 02856Filename: n:\ST\ST-ADM-PL-SHAFT.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
ADMINISTRATION BUILDING
ROOF FRAMING PLANS-5.PKC
MDB
.
MRR3/16"=1'-0"4'8'01'1/2"=1'-0"02'4'3/20/201955
31'-0"59'-6"1'-6"2'-6"1'-6"8'-0"50'-0"5'-0"1'-10"26'-4"35'-0"
4'-0"1'-6"12'-0"3'-4"5'-0"5'-0"5'-0"5'-0"FOUNDATION PLAN3/16"=1'0"16-CONCRETEWALL12" LOADBEARINGCMU WALLDRAWING NOTES:1. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT DURING EXCAVATION.2. PROVIDE ADEQUATE DRAINAGE FOR RETAINING WALL, SAND AND GRAVEL BACKFILL.3. CAUTION TO BE TAKEN FOR EXCAVATION OF SOIL.4. CONTRACTOR TO PROBE THE AREA PRIOR TO EXCAVATION. CONTACT EOR IF UNDERGROUND UTILITIES INTERFERES WITH CONSTRUCTION.5. REFER TO CIVIL DWG C-5 FOR CONCRETE WALL ELEVATION.F/FLREL= ±624.505-2-3WATERSTOPRETAININGWALL FORTRANSFORMERYARD - SEEC-55FOR ADD'LCORNER REINFRE: 4/S-6 (TYP)T/ WALL643.50'T/ WALL625.50'18'-0"T/ GRADE636.87'CONCRETE WALL ELEVATION1/4"=1'0"2T/ SLAB624.50'SECTION1/2"=1'-0"63'-4"
SLAB 12" CMU WALLCONCRETE WALL1'-6"MASONRYVENEER(RE: ARCH)2'-6"
REBAR LAP
CONCRETE WALL HEIGHT VARIES
3'-4"
SLAB
SECTION1/2"=1'-0"5#8 @6"C/CCONCRETEWALL#8 @6"C/C#8 @ 12"C/C, EF#8 @12"C/C ADD'L#8 @12"C/C FOR4'-0" VERTICAL, EF#5T/SLAB624.50'T/SLAB624.50'#8 @12"C/C#8 @6"C/C#8 @6"C/C#8 @12"C/C ADD'L#8 @12" C/C FOR10'-0" VERTICAL2"CLR TYP2"
CLR
3"
CLR WATERSTOPWATERSTOP4'-0"
4'-0"#8 @ 12"C/CCOMPACTEDFILL15 MILMOISTUREBARRIERCOMPACTED FILL15 MILMOISTUREBARRIER10'-0"1'-6"1'-0"2'-0"2'-6"RE: PLAN12"Øx2'-0" SMOOTHDOWELS @ 12"C/C,GREASE ONE END12" SLAB W/#4@ 12"C/C, EW,T&B1'-0"SLOPE12" PREMOLDED EXP JTFILLER W/ SEALANT2"FACE OF GRADESLAB BEYONDTHICKENED SLABFOR SUPPORT OFSTOOPDETAIL NOTES:1.REFER TO EXTERIOR GRADE BEAM SECTION FOR ADDITIONAL NOTES.2.EXTEND LIMITS OF EXCAVATION 1'-0" BEYOND STOOP.12" CMU WALL BEYONDSTOOP DETAIL3/4"=1'-0"3-4" BRICKVENEERBEYOND15 MIL MOISTUREBARRIERCOMPACTED FILLDETAIL NOTES:1.REINFORCING SHOWN APPLIES TO ALL TOP,BOTTOM AND SIDE BARS. ALL REQUIRED BARS ARENOT SHOWN IN DETAIL.2.AT CONTRACTOR'S OPTION, UNLESS NOTEDOTHERWISE, ELIMINATE DOWELS AND TERMINATEHORIZONTAL BARS WITH STANDARD HOOKS.ADDITIONAL CORNERREINFORCEMENTNOT TO SCALE4-#8 @ 6"C/C.4'-0"4'-0"0"(TYP)SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:08 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS06.dwg ST-BLD-PL-COLS06.dwg
Last Saved: 3/21/2019 3:51 PM Saved By: 02833Filename: n:\ST\ST-BLD-PL-COLS06.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
HIGH SERVICE ELECTRIAL BUILDING
FOUNDATION PLAN AND SECTIONSS-6.PKC
AAD
.
MRR03/16"=1'-0"4'8'03/4"=1'-06"1'2'1'1/2"=1'-0"02'4'3/20/201956
3-5-11 SPA @4'-0"C/C = 44'-0"3'-0"3'-0"50'-0"ROOF FRAMING PLAN3/16"=1'0"124K524K524K524KC524KC524KC524K524K524KC524KC524KC524K5BRIDGING PER JOISTMANUFACTURER3-4-NORTHROOF TOP UNITSRE: MECHPLAN NOTES:1.KC5 JOIST TO BE DESIGNED FOR ADDITIONAL POINT LOAD OFROOF TOP UNIT OF 1700LBS EACH.2.REFER TO SHEET S-16 FOR ROOF DETAILS.1'-6"1'-6"1'-6"1'-6"31'-0"34'-0"JOIST BEARING EL639.83SECTION1/2"=1'-0"4SECTION1/2"=1'-0"5METAL DECKBOND BEAMSTEEL BAR JOIST26K 5 MINJOIST BRGEL 639.83METAL DECKBOND BEAMSTEEL BAR JOIST26K 5 MINCONCRETEWALLCMU WALLBRIDGING AS REQ'DCONC WALLOR BEAMBY JOIST MFR (TYP)TYPCMU WALLGROUT SOLID AT EXP BOLTSGROUT SCREENL3x3x14" (TYP)38"Ø EXP BOLTS @ 12"C/CW/3" MIN EMBEDMENT(TYP)BRIDGING CONNECTION DETAILNOT TO SCALE3TYP STEEL JOIST TO MASONRY CONNECTIONNOT TO SCALE2EMBED P 12"x6x8W/(2) 12"Ø x 6"HEADED STUDANCHORSK-SERIES2"4"MIN212"12"K-SERIES JOISTL12" CMU WALLL3X3X14" (TYP.)JOIST BRGEL 639.83SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:09 PM Plot By: 02856 Filename: n:\ST\ST-ELC-PL-FRMG.dwg ST-ELC-PL-FRMG.dwg
Last Saved: 3/21/2019 4:02 PM Saved By: 02856Filename: n:\ST\ST-ELC-PL-FRMG.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
HIGH SERVICE ELECTRICAL BUILDING
FRAMING PLANS-7.PKC
AAD
.
MRR03/16"=1'-0"4'8'1'1/2"=1'-0"02'4'3/20/201957
4'-0"6'-10"3'-0"6'-10"4'-0"4'-0"4'-0"5'-1"25'-8"14'-1"1'-0"1'-0"10'-1"TX-1 & TX-2FOUNDATION PLAN3/8"=1'0"1F/FLREL ±624.50CONCRETEWALL23-NORTHCONT. WATERSTOPELECTRICAL BUILDING4TX-1TX-21'-0"SLAB CONCRETE WALL1'-0"8'-0"#6 @12"C/C#6 @6"C/C#8 @ 12"C/C,EW, EFT/SLAB624.50'1'-0"1'-0"4"MINSLOPESECTION1/2"=1'0"21'-0"
SLAB CONCRETE WALL1'-0"8'-0"#6 @12"C/CT/SLAB624.50'SECTION1/2"=1'0"41'-0"
SLAB CONCRETE WALL1'-0"CONCRETE WALL HEIGHT VARIES#6 @12"C/C#6 @6"C/C#8 @ 12"C/C,EW, EFT/SLAB624.50'SECTION1/2"=1'0"34"MIN DRILL & EPOXY #4 REBAR@12"C/C, 3" EMBED INCONCRETE TYP6"#4 @12"C/C#4 @12"C/C#4 @12"C/C#6 @12"C/CDRILL & EPOXY #4 REBAR@12"C/C, 3" EMBED INCONCRETE TYP(4) #6#3 TIES @ 12"C/C(4) #6#3 TIES @ 12"C/CCOMPACTED FILL15 MILMOISTUREBARRIERCOMPACTED FILL15 MIL MOISTURE BARRIERCOMPACTED FILL15 MIL MOISTURE BARRIERSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:10 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS11.dwg ST-BLD-PL-COLS11.dwg
Last Saved: 3/21/2019 4:02 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS11.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
.
TRANSFORMER PAD PLAN AND SECTIONSS-8.PKC
MDB
.
MRR03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'3/20/201958
1'-2"1'-2"2'-0"18'-0"2'-0"22'-0"1'-2"11'-6"1'-2"2'-0"13'-10"2'-0"17'-10"15'-8"3'-3"5'-0"
3'-3"8'-3"1'-2"
1'-2"12'-8"
13'-10"1'-7"8'-6"2'-7"1'-2"1'-2"18'-0"3'-0"3'-0"5'-0"x8'-6" OPNGFOR LID3'-0"x3'-0" OPNGFOR HATCH1'-0"11'-0"1'-2"2'-0"3-SECTION3/8"=1'-0"3SECTIONAL PLAN3/8"=1'-0"1TOP PLAN3/8"=1'-0"24-1'-0"11'-0"2'-0"1'-0"
1'-3"3'-2"2'-0"1'-0"2'-0"5'-0"
FLOWABLE FILL 2"CLR1'-0"2"SECTION3/8"=1'-0"4#5 @ 6"C/CEW, T&B#5 DWL W/STDHOOK @ 6"C/C, EF#5 @ 6"C/C,EW, EF#5 DWL W/STD HOOK @6"C/C, EF3-4-CONT HYDROPHILICWATERSTOP (TYP)#5 @ 6"C/C,EW, T&B1'x1'x4"SPLASHPAD2'x2'x2'SUMP PITW/ ALUMGRATINGALUMLADDER2"
CLR3"
CLR FM VAULT T/CONCFM VAULT T/SLABFLOWABLE FILLGRAB BARS3" MUDSLAB#5 @ 6"C/C, EW, T&B#5 @ 6"C/C#5 @ 6"C/CADD'L REINFORCINGAT LID OPENING RE:2/S-155-VAULT LID TYPVAULT LID TYPADD'L REINFORCINGAT HATCH OPENINGRE: 2/S-15#5 @ 6"C/C,EW, EF (TYP)#5 @ 6"C/C, EF11#5 @ 6"C/C,EW, T&B#5 @ 6"C/CRAM-NEKSEALANT1'-0"
8"#5 @6"C/CT&B, EWCONCRETE LID SECTION3/4"=1'-0"5L8x6x3/8" GALV STEELFRAME W/ 38"Ø GALVANCHORS x 0'-2" @1'-0"C/C1012"314"
834"1'-014"TIE HOOKS TOREINFORCEMENTCAGENORMAL REINFORCINGPER PLAN VIEW ANDSECTION B-BBEND REINFORCEMENTAROUND HOOKS ASREQUIREDHOOK RECESSTIE HOOKS TOREINFORCEMENTCAGENOTES1.USE 4 TOTAL ANCHORSLOCATED 24" FROM MIDSPANS OF TOP SLAB IN BOTHDIRECTIONS AND 18" FROMEDGE OF SLAB TO CENTER OFHOOK, AS SHOWN IN PLANVIEW.2.PROVIDE V-ANCHOR WITH2-TON HOOK RECESS.3.INSTALLATION PROCEDURESSHALL BE PERMANUFACTURERSRECOMMENDATIONS..671"HOOKØ60°VAULT LID PICKUP POINT1"=1'-0"6SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:11 PM Plot By: 02856 Filename: n:\ST\ST-FMV-PL-CONC.dwg ST-FMV-PL-CONC.dwg
Last Saved: 2/6/2019 3:09 PM Saved By: 02856Filename: n:\ST\ST-FMV-PL-CONC.dwgACAD Rel: 21.0s (LMS Tech)3/8"=1'-001'2'4'STRUCTURAL
HIGH SERVICE FLOW METER VAULTS
PLANS AND SECTIONSS-9.PKC
WHW/JAW
.
MRR
3/20/201959
7'-2"PLAN1/2"=1'-0"12'-10"7'-2"4'-0"3'-6"6'-10"NORTH221'-6"(23) T @11"=21'-1"(24) EQ R (7" MAX)NOTE: REFER TO S-13 FOR STANDARD ACCESS STAIR DETAIL1'-9"
3'-6"3'-6"SECTION3/4"=1'-0"211"7"
MAX
6"2'-6"1'-0"6"2'-6"TOP RAIL(TYP)RAILPOST(TYP)(RE: S-13)FOR STAIR DETAILHANDRAIL(TYP)T/SLABEL 637.00'EL 623.30'#6 @ 12"C/C#4 @ 12"C/C6"(6) #6#3 TIES @ 12"C/CASPHALT PAVING1'-0"1'-0"(6) #6#3 TIES @12"C/C3'-0"#6 @ 12"C/C#4#6 X @ 12"C/C3'-0"10"8'-6"10"10"7'-3"10"8"8"5'-0"10'-3"10'-2"2'-7"2'-7"6'-0"712"712"6"7"4"
1'-5"8"RAM-NEKJOINTSEALANT#5 @6"C/C#5 @6"C/CPRE CAST CONCRETE COVEREXISTING NORTH FINISHED WATER VAULT3/4"=1'-0"3PRE CAST CONCRETECOVER SECTION3/4"=1'-0"4SAW CUT THE TOP SLAB TOACCESS THE WATER METER+/-+/-NOTE: CONTRACTOR TO FIELD VERIFY THE DIMENSIONS4'-0"6"6"+/-NOTE:1.REMOVE THE TOP 12" OF EXISTING TOP SOIL ANDFILL WITH THE STRUCTURAL FILL ANDCOMPACTION.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:12 PM Plot By: 02856 Filename: n:\ST\ST-FIL-PE-STAR03.dwg ST-FIL-PE-STAR03.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-FIL-PE-STAR03.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
CLEARWELL AREA ACCESS STAIRS
PLAN AND SECTIONS-10.PKC
MDB
.
MRR03/4"=1'-06"1'2'1'1/2"=1'-0"02'4'3/20/201960
FRAMING PLAN3/8"=1'-0"2SECTION3/8"=1'-0"3PAD 1C12x20.7STRINGER(TYP.)PAD 3W8x24COLUMNTYP OF 4W14x26BEAMW14x26BEAM5'-0"3'-0"1'-0"1'-0"W14x26BEAM7'-0"W14x26BEAMW14x26BEAMW8x24BEAM3'-6"4'-0"2'-0"PAD 24'-0"2'-0"114"GRATINGSPAN
SPAN
SPAN
12'-0"FOUNDATION PLAN3/8"=1'-0"112'-0"8'-11"7'-0"4'-0"4'-0"4'-0"3'-6"(11) T @11"=9'-2"(12) EQ R (7" MAX)3'-0"1'-6"1'-6"1'-6"GUARDRAIL ANDHANDRAIL1'-1014"1"EXISTINGFILTERBLDG1'-0"1'-0"3'-6"1'-3"GUARDRAIL212"x212"x14"TYPGUARDRAIL±16'-8"GRATINGW8COLT/LANDINGEL XXXX11-5-6-7-PLAN NOTES:1.NORTH SECTION OF HANDRAIL TO BE REMOVABLE TYPE.2.ALL STAIR AND PLATFORM TO BE GALV. STRUCTURAL STEEL.3.ALL HANDRAILS, GUARDRAILS, AND POST TOE BOARDS TO BE ALUMINUM.4.ALL FASTENERS TO BE STAINLESS STEEL.5.CONTRACTOR TO FIELD VERIFY ALL THE DIMENSIONS AND INTERFERENCESPRIOR TO FABRICATION. CONTACT DESIGN ENGINEER IN CASE OF DISCREPANCY.NORTH
1'-0"W8x24BEAMW8x24BEAMW8x24BEAM5'-0"5'-0"38" STIFFNERNS & FS TYP38" STIFFNERNS & FS TYP38" GUSSETP TYP12-W14x26 BEAM3/16L3'-6"10-PAD 2 & 33/4"=1'-0"92'-0"2'-0"
4'-0"W14x26(3) 34" A325BOLTS @ 3"C/C5 1/2"14"W14x26W14x26(3) 34" A325BOLTS @ 3" C/C14"C12x20DETAIL3/4"=1'-0"5DETAIL3/4"=1'-0"638" PL212x212x 14"L212x212x 14"(2) 34" A325BOLTS (TYP)DETAIL3/4"=1'-0"7DETAIL3/4"=1'-0"1138" PL(2) 34" ØA325 BOLTS(TYP)LL212x212x 14"358"234"358"COL CAP P10"X10"X34"W/ (4) 34"A325 BOLTSEDGE OF BEAMW8X2438 " STIFF P NS & FSDETAIL3/4"=1'-0"12214"512"214"LL#4 @ 12"C/C, EW2'-0"SECTION1"=1'-0"8SECTION1"=1'-0"10#4 @ 12"C/C, EW5'-0"1'-0"1'-0"9"
1"
GROUT
(4) #6 W/ STDHOOK#4 @ 12"C/CEACH WAY, T&B9"C12 STRINGERFINISHGRADE#3 TIES @ 6"C/CRE: PLAN2'-0"W8 COLUMNTYPICAL BASE PLATE3"=1'-0"41'-2"
2"10"1'-2"2"2"10"P 34"x1'-2" x1'-2"W/(4) 34" Ø F,1554G36 MIN 14" EMBEDSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:13 PM Plot By: 02856 Filename: n:\ST\ST-FIL-PE-STAR01.dwg ST-FIL-PE-STAR01.dwg
Last Saved: 3/21/2019 3:59 PM Saved By: 02833Filename: n:\ST\ST-FIL-PE-STAR01.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
FILTER BUILDING
NORTH ACCESS STAIRS FOUNDATION PLANS-11.PKC
ADD
.
MRR03/8"=1'-01'2'4'08"1-1/2"=1'-0"4"1'01"=1'-0"6"1'2'03/4"=1'-06"1'2'3/20/201961
7'-3"6'-1"SWITCH PAD PLAN1/2"=1'-0"14'-5"TRANSFER PAD PLAN1/2"=1'-0"25'-2"3'-6"CU-1 PAD1/2"=1'-0"39'-3"4-4-5-1.ALL MEMBERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.2.All WELD TO BE SHOP WELDED 14" FILLET WELD TYP.3.ALL STRUCTURAL STEEL TO BE ASTM A36 KSI4.WELDING SHALL BE PERFORMED WITH 70XX LOW-HYDROGEN ELECTRODES5.ALL WELDING SHALL BE DONE IN ACCORDANCE WITH " STRUCTURAL WELDING CODE-STEEL",AMERICAN WELDING SOCIETY(AWS D1.1 2015)6.ALL ANCHOR BOLT TO BE HILTI HAS ROD , MIN EMBEDMENT OF 4" IN EXISTING CONCRETE WALLSET IN HIT-RE 500 V3. REFER MANUFACTURER FOR INSTALLATION OF THE DRILL AND EPOXY SETOF THE ANCHORS.9. 10. FIELD VERIFY ALL PROPOSED OPENINGS AND INTERFERENCES . NOTIFY DESIGN ENGINEER INCASE OF DISCREPANCY PRIOR TO FABRICATION.11.INSTALL THE METAL FRAMING PRIOR TO CUTTING THE OPENING12. SAW CUT THE OPENING , MAX SIZE OF THE OPENING TO BE 40" X 40" FOR HVAC EQUIPMENT.CAUTION DO NOT CUT OVER SIZE OPENING, CHIP AT THE CORNERS CLEAN AND REPAIR THE CUTEDGES.13. COORDINATE WITH HVAC DRAWINGS PRIOR TO FABRICATION3'-4"
ROUGH OPNGL5x5x12" W/(4)ANCHORSL5x5x12"W/(7) ANCHORSMM1/4TYPEQTYPEQTYPL5x5x12" W/(5)ANCHORSDO NOT OVER-CUT THECORNERS, CHIP AT CORNERSTYP2'-0"4"MINL5x5x12"W/(7) ANCHORSCONC BOND BEAM1'-3"DO NOT CUT BOND BEAM4"WALL OPENING FOR HVAC OPENING BELOW BOND BEAM1/2"=1'-0"6WALL OPENING FOR HVAC OPENING1/2"=1'-0"7MC10x222'-0"ROUGH OPNG
4"
TYP L5x5x12" W/(4)ANCHORSL5x5x12" W/(4)ANCHORSL5x5x12"W/(7) ANCHORSMM1/4TYPEQTYPEQTYPL5x5x12" W/(6)ANCHORS2'-0"1'-0"4"MIN4"
1'-3"1'-0"8"(2) #4 CONT ATPERIMETER, HOOKENDS AT CORNERSFINISH GRADE, SLOPEAWAY FROM PAD6"MIN4"8"UNDISTURBEDSUBGRADEDETAIL NOTE:1.BASE COURSE CONSISTING OF A WELL-GRADED COMBINATIONOF GRANULAR MATERIALS (112" MAX SIZE) AND SOME SILTYCLAYS AS A BINDER. P.I. SHALL BE BETWEEN 4 AND 12 ANDLIQUID LIMIT SHALL BE LESS THAN 30.6"4"34" CHAMFERBASE OF EQUIPMENTCONCRETESLAB-ON-GRADE2"CLR#4 @ 12"C/C, EWCOMPACTED CLASS2 AGGREGATE FILLBASE COURSETYPICAL EXTERIOR EQUIPMENT PADNOT TO SCALE55"SLAB1'-0"#5 @ 12"C/C,EW1'-0"6"2"2"(2) BARS @ T&B4"UNDISTURBED SUBGRADESWITCH & TRANSFER EQUIPMENT PAD1"=1'-0"4DETAIL NOTE:1.BASE COURSE CONSISTING OF A WELL-GRADED COMBINATIONOF GRANULAR MATERIALS (112" MAX SIZE) AND SOME SILTYCLAYS AS A BINDER. P.I. SHALL BE BETWEEN 4 AND 12 ANDLIQUID LIMIT SHALL BE LESS THAN 30.2"CLRFINISH GRADE, SLOPEAWAY FROM PADCONCRETESLAB-ON-GRADECOMPACTED CLASS2 AGGREGATE FILLBASE COURSE#3 STIRRUPS @ 12"C/CSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:14 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS08.dwg ST-BLD-PL-COLS08.dwg
Last Saved: 2/1/2019 4:04 PM Saved By: 02833Filename: n:\ST\ST-BLD-PL-COLS08.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
.
EQUIPMENT PAD PLANS AND SECTIONSS-12.PKC
MDB
.
MRR1'1/2"=1'-0"02'4'01"=1'-0"6"1'2'3/20/201962
GUARDRAIL DETAILNOT TO SCALE1-SAFETY CHAIN DETAILNOT TO SCALE6-TYPICAL ALUMINUM RAILING DETAILSNOT TO SCALE3-11"7"TREADS @ 11"DETAIL NOTE:ALL STAIRWAYS SHALL BE 3'-6" WIDE UNLESSNOTED OTHERWISE.ACCESS STAIR DETAILNOT TO SCALE4-RISERS @ EQ SPA
MAX SPA = 7"FRP GRATINGCONCRETE PADTREADS @ 11"CLR#3 @ 12"C/C, EWDETAIL NOTE:ALL STAIRWAYS SHALL BE 3'-6" WIDE UNLESSNOTED OTHERWISE.12" EJ W/SEALANTRISERS @ EQ SPA
MAX SPA = 7"#3 NOSINGBAR, TYP11"1"5ACCESS STAIR DETAILNOT TO SCALEABRASIVENOSING PLATEHANDRAIL BASE PLATE DETAILNOT TO SCALE2PLANELEVATIONDETAIL NOTE:1.BASE ⅊ MATERIAL SHALL MATCH HANDRAIL.℄ POST & RAIL34" RADIUS (TYP)⅊ 12"x4x6(2) 58"Ø S.S. BOLTS W/ HILTI HVAADHESIVE ANCHOR SYSTEM (5"MIN EMBED)112"Ø HANDRAIL POST4"34"214"214"34"1/45"5"
MIN
4"14"FLOOR MOUNTEDSIDE MOUNT DETAIL112"Ø RAILING POSTTOE BOARD14"REINFORCINGBAR(4) 12"Ø, A316 SSADHESIVE ANCHORSPOST BASE ⅊ BYRAIL MFR'SDETAIL NOTE:1.ALL ANCHORS, BOLTS, NUTS, ANDCONNECTIONS SHALL BE TYPE 316 STAINLESSSTEEL.112"Ø RAILINGPOSTREINFORCINGBARTOE BOARD3" MIN4" MAX38"FASCIAFLANGE12"Ø ANCHORSMOUNT P PERMFR12"5"212"12"2"DRILL & TAP UNDERSIDE OFRAIL & ROD FOR 38"Øx11516"LONG SST SET SCREW1916"Ø SOLID ALOR SST RODNOTE:AT CONTRACTOR'S OPTION, HANDRAIL OR GUARDRAILMFT STANDARD EXPANSION JT DETAIL MAY BE USEDWITH WRITTEN APPROVAL IN LIEU OF DETAIL SHOWN.2'-10"SLOPE ONETREAD WIDTHPAST LAST RISER1'-0"5'-0"MAX1'-0"112"PIPE RAIL,CONNECTIONSAS SPECIFIEDSECURE ASSPECIFIEDCONCRETESTAIRWAYEDGE OF TOPRISERWALL BRACKETS ASSPECIFIED, ATTACH TORAILS AS RECOMMENDEDBY MFRAT TOP, FLATTEN &CONTINUE 1'-0" MINPAST TOP RISERPIPE RAIL,CONNECTIONSAS SPECIFIEDTYPICAL ALUMINUM RAILING POST MOUNTING DETAILSNOT TO SCALE7-WALL MOUNTED HANDRAILNOT TO SCALE8-RAIL EXPANSION JOINTNOT TO SCALE9-AT BEAMFASCIAFLANGEREINFORCINGBAR112"Ø RAILINGTOE BOARDPLATE12"Ø ANCHORSLSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:14 PM Plot By: 02856 Filename: n:\ST\ST-FIL-PE-STAR02.dwg ST-FIL-PE-STAR02.dwg
Last Saved: 2/5/2019 11:31 AM Saved By: 02833Filename: n:\ST\ST-FIL-PE-STAR02.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
FILTER BUILDING
STANDARD ACCESS STAIRS DETAILSS-13.PKC
MDB
.
MRR
3/20/201963
OPENINGGREATERTHAN 16"OPNG16"MAXDOOR30"TYPTYPICAL WALL REINFORCEMENT SHALL BE (1) #6 BAR @16"C/C FOR 12" CMU. ADDITIONAL REINFORCEMENT ATCORNERS AND INTERSECTIONS.DOWEL SIZE AND QUANTITY TO MATCH VERTICALREINFORCEMENT WITH REQUIRED LAP SPLICE.(1) #6 EACH SIDE, TOP & BOTTOM.SILL REINFORCEMENT: (2) #6 SIMILAR TOBOND BEAM.LINTEL REINFORCEMENT. SEE LINTEL DETAIL.END OFWALLALL CELLS WITH REINFORCING SHALL BE SOLIDLYGROUTED.23765182237651TOP OF WALLFLOOR LEVELJAMB REINFORCEMENT. SEE JAMB DETAIL.BOND BEAM REINFORCEMENT. SEE BOND BEAMDETAIL.441ALL COURSES WITH REINFORCING SHALL BESOLIDLY GROUTED, PROVIDE GROUT SCREEN ASREQUIRED.9W = CLEAR WIDTH OF CMU OPENING.30"TYP8"TYPMASONRYLAP SPLICE
LINTEL REINFORCING SCHEDULEWDREINFLOOSE LINTEL3'-4"8"(2) #6L5x5x14"6'-4"16"(2) #6L5x5x14"8'-0"16"(2) #7L5x5x14"12'-0"24"(2) #8L5x5x14"TYPICAL CMU LINTEL DETAILNOT TO SCALE3-TYPICAL CMU BOND BEAMNOT TO SCALE4-CMU CONTROL JOINT DETAILNOT TO SCALE8-TYPICAL REINFORCED CMU WALL ELEVATIONNOT TO SCALE9-ACI 530 MASONRY LAP SPLICELENGTHS f'm=1900 psi, fy=60000 psiBAR SIZELAP#318"#424"#530"#644"#760"MASONRY LAPSPLICE SCHEDULENOT TO SCALE10-LINTEL DETAIL NOTES:1.LOOSE LINTEL ONLY REQUIRED WHENMASONRY VENEER IS PRESENT.VERT REINF ESOF JOINTBACKER ROD& SEALANT ESCONTROL JOINTFILLER AS PERSPECIFICATIONSSTOP HORIZ JOINTREINFNOTE 2TYP VERT REINF ESOF JOINTDETAIL NOTES:1.REFER TO PLAN FOR CMU CONTROL JOINT LOCATIONS.2.RAKE MORTAR FROM JOINT 12" OR SAW CUT MATCHING JOINT 12"DEEP IN-LINE WITH CONTROL JOINT AND CAULK WITH JOINTMATERIAL.BOND BEAM & LINTELREINF & GROUTINGSHALL BE CONT THRUJOINTSECTION AT BONDBEAMS & LINTELSSECTION ABOVE AND/OR BELOW BONDBEAMS & LINTELSGALV STEEL LOOSELINTEL (RE: SCHED)12"MIN1"MAX12" CMU AT OPENING12" BEYOND OPENINGGALV LINTELW/8" BRGLENGTH ES OFOPNGDCONTLINTELREINFGROUTSCREENBOND BEAMBLOCKD
GROUT SOLID4"334"CONT REINF,NO LAPSALLOWED (RE:SCHED)LINTEL BLOCKMASONRYVENEER8"
GROUT
SOLIDDETAIL NOTES:1.LAP SPLICE REINFORCING AS REQUIRED, 40 BAR ØLAP. STAGGER LAP SPLICES.GROUTSCREEN(2) #6 CONT(NOTE 1)4"414"BONDBEAMBLOCK12" CMUCMU INTERSECTIONREINFORCING DETAILNOT TO SCALE6-DETAIL NOTES:1.REFER TO X/__ FOR ADDITIONALINFORMATION.2.INTERLOCK CMU WALLS.VERT REINF @ INTERSECTION#6 BARS(2) #6 EA SIDE OF INTERSECTINGWALL (TYP)2'-0"LAP (TYP)BOND BEAMREINF (TYP)CORNER BAR W/EQ LEGSDWL W/ STDHOOKDETAIL NOTES:1. CORNER BAR AND DOWELS SHALL MATCH SIZE OFTYPICAL BOND BEAM REINFORCING.TYP VERTREINFHORIZ JOINTREINFDETAIL NOTES:1.MAINTAIN MINIMUM 3"x3" CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL ATEACH REBAR. PLACE WALLS TO MAXIMUM 5'-0" HEIGHT BEFORE GROUTING.2.PLACE REBAR IN WALL WITH LAP SPLICE LENGTH PER SCHEDULE.3.STOP GROUT POUR 112" BELOW TOP OF COURSE, AT EACH GROUT LIFT, EXCEPT ATLINTELS AND BOND BEAMS EXTEND GROUT TO TOP OF GROUTED COURSE.4.PROVIDE REBAR POSITIONERS AT MANUFACTURER RECOMMENDED SPACING, BUTNOT TO EXCEED 48"C/C.TYPICAL CMU WALLREINFORCING DETAILNOT TO SCALE1-TYPICAL CMU JAMB DETAILNOT TO SCALE2-JAMB REINFORCINGSCHEDULEWREINFORCING3'-4"(1) #68'-0"(2) #610'-0"(2) #612'-0"(2) #6TYPICAL BOND BEAMCORNER REINFORCEMENTNOT TO SCALE5-12" CMUSPLICED BAR(TYP)(2) #6 PER CELL, (1) EF @'W' ≤ 6'-0" (TYP ES OFOPNG)REBARPOSITIONEREDGE OF OPNG(TYP)OPNG WIDTHW3"
TYP12" CMU JAMB REINFORCINGHORIZ JOINT REINFPREFAB CORNERSECTION#6 VERT REINF BARS@ CORNERJUMBO BRICK12" FIRST COURSE12" SECOND COURSECMU WALL CORNER REINFORCEMENT DETAILNOT TO SCALE7-DETAIL NOTES:1.INTERSECTING WALL CMU BLOCKS SHALL BE INTERLOCKED WITH INTERSECTEDCMU WALL, UNLESS SPECIFICALLY NOTED AS A CONTROL OR EXPANSION JOINT.2.AT CONTRACTORS OPTION, IN LIEU OF INTERLOCKING CMU COURSING, REMOVEWEB AND FACE SHELL AT INTERFACE AND GROUT MONOLITHICALLY.HORIZ JOINT REINFPREFAB CORNERSECTION#6 VERT REINF BARS@ CORNERJUMBO BRICK12" FIRST COURSE12" SECOND COURSECMU WALL CORNER REINFORCEMENT DETAILNOT TO SCALE11-DETAIL NOTES:1.INTERSECTING WALL CMU BLOCKS SHALL BE INTERLOCKED WITH INTERSECTEDCMU WALL, UNLESS SPECIFICALLY NOTED AS A CONTROL OR EXPANSIONJOINT.2.AT CONTRACTORS OPTION, IN LIEU OF INTERLOCKING CMU COURSING,REMOVE WEB AND FACE SHELL AT INTERFACE AND GROUT MONOLITHICALLY.3.12" CMU FULLY REINFORCED AND GROUTED.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:14 PM Plot By: 02856 Filename: n:\ST\ST-BLD-DT-CONC.dwg ST-BLD-DT-CONC.dwg
Last Saved: 3/21/2019 4:02 PM Saved By: 02856Filename: n:\ST\ST-BLD-DT-CONC.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
STANDARD CMU SECTIONS AND DETAILSS-14.PKC
MDB
.
MRR
3/20/201964
T
PLAN FOR
DEPTH
312"
REFER TOLINE OFFOOTINGBEYONDT
1'-0"REINFORCING TOMATCH SLABREINFORCINGREFER TOPLAN1'-0"LEAN CONCBACKFILLFIBERGLASS ALUMINUMGRATING REFER TO GRATINGSUPPORT DETAILSUMP PIT SECTION1/2"=1'-0"66"3"134"1'-4"7"TYPELEVATIONSECTION3/16MAXDETAIL NOTES:1.ALL LADDER MEMBERS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED.2.PROVIDE ALUMINUM SAFE-T-CLIMB DEVICE FOR EACH LADDER > 20'.3.WHERE SAFE-T-CLIMB IS NOT REQUIRED PROVIDE PERMANENT 2"Ø POST(S) PERDETAIL.TOP OF SLABEXTRUDED ALUM TUBES, MIN34" DEEP, 18" THICK W/RIBBEDTREAD SURFACE. FIT RUNGS INCENTERLINE OF SIDE RAILS,WELD & GRIND FLUSHFABRICATE SIDE RAILS &SUPPORT BRACKETS FROMCONT EXTRUDED ALUMCHANNELS OR TUBES, MIN3"DEEP, 34" WIDE, & 18" THICKSAFE-T-CLIMB DEVICE (FORLADDER > 20')58"Ø SS HILTI KWIK BOLTW/4" EMBED (TYP)ALUMINUM LADDERNOT TO SCALE11'-0"MAX SUPPORTS @ 5'-0"C/C MAX 1'-0"MAX1'-0"TYPFLOOR MOUNTING ASREQUIRED112" GALVSTEEL POST4"16"SEE FOR POSTSETTING DETAILTHIS SHEET CAP1" GALV STEEL BARPUNCH INTO POSTAND SHOP WELD4 BARS
@ 12"=
4'-0"NOTE:ALL CONNECTIONS SHALL BESHOP WELDEDGRAB BAR ELEVATIONNOT TO SCALE4EMBEDMENT SUPPORT3"MIN38"38"1"WALL SUPPORTCONT (GALV) L3x2x14"(LLV)58"Ø 304 STAINLESS STEELANCHOR RODS W/ S.S. NUTS& WASHERS @ 12"C/C W/558"MIN EMBED. ANCHOR INTOCONC W/HILTI RE500 EPOXYADHESIVEL3x2x12" GALV STEELFRAME W/ 38"Ø GALVANCHORS x 0'-6" @1'-0"C/C112" DEEPALUMINUMGRATINGSTANDARD CLIP (FORILLUSTRATION ONLY)REMOVABLE ALUMGRATING (UNLESSNOTED OTHERWISE)DIMENSION AS INDICATEDON PLANALUMINUM GRATING SUPPORT DETAILNOT TO SCALE7WALL SUPPORT1"38"38"Ø 304 STAINLESS STEELANCHOR RODS W/ STAINLESSSTEEL NUTS & WASHERS @12"C/C W/514" MIN EMBEDMENT.ANCHOR INTO CONCRETE W/HILTIHVA ADHESIVE SYSTEM.FRP EMBEDMENTANGLE FRAMECONT FRPL3x2x14" (LLV)VARIES WITH GRATING DEPTH,GRATING TO BE FLUSH WITHCONCRETE SURFACEFIBERGLASSGRATINGEMBEDMENT SUPPORTEMBEDDED SUPPORTS SHALL BEUSED FOR ALL GRATING, UNLESSNOTED OTHERWISEFIBERGLASS GRATING112"38"OPENING AS INDICATEDON PLANFRP GRATING SUPPORT DETAILSNOT TO SCALE83"TYP"A"2'-0"MIN"A"2'-0"MIN3"TY
PCIRCULAR OPENINGEXTRA BARS EQUIV TO BARS CUTAT RECTANGULAR OR CIRCULAROPENINGADDITIONAL DIAGONAL BARS, SIZETO MATCH THE SMALLER SIZE OFMAIN REINFORCING, EACH FACERECTANGULAR ORSQUARE OPENINGOPENINGOPENING2'-
0
"MINNOTES:1.DISCONTINUE TYPICAL REINFORCING AT OPENING.2.PLACE ADDITIONAL BARS IN SAME ORIENTATION AND POSITION AS BARS CUT BY OPENING. PROVIDE ONE SETOF BARS FOR EACH LAYER OF REINFORCING CUT.3."A" = TOP BAR EMBEDMENT LENGTH (24" MINIMUM). PROVIDE STANDARD HOOK IF FULL EMBEDMENTLENGTH IS NOT POSSIBLE.4.REINFORCING STEEL IS TO BE CARRIED ACROSS ALL CONSTRUCTION JOINTS.5.SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SLAB AND WALL OPENINGS NOT SHOWN ONSTRUCTURAL DRAWINGS.6.ADDITIONAL REINFORCING MAY BE OMITTED ONLY WHERE OPENING IS FRAMED BY BEAMS OR WALLS.7.ADDITIONAL REINFORCING NOT REQUIRED WHEN SPECIFIED REINFORCING IS NOT CUT.8.ALL REINFORCING SPACING SHALL BE GREATER THAN 3" CENTER TO CENTER.3"TYPTYPICAL WALL OR SLAB OPENINGADDITIONAL REINFORCEMENTNOT TO SCALE2BAR LAPSPLICE (TYP)
BAR LAP
SPLICE (TYP)
BAR LAP
SPLICE (TYP)STD 90° HOOKSTD 90°HOOKDETAIL NOTES:1.REINFORCING SHOWN APPLIES TO ALL TOP, BOTTOM AND SIDE BARS.ALL REQUIRED BARS AR NOT SHOWN IN DETAIL.2.AT CONTRACTOR'S OPTION, UNLESS NOTED OTHERWISE, ELIMINATEDOWELS AND CORNER BAR AND TERMINATE HORIZONTAL BARS WITHSTANDARD HOOKS.0"(TYP)0"(TYP)CORNER BARS SIZETO MATCH HORIZBARSSTD 90°HOOKCORNER & INTERSECTION REINFORCEMENTNOT TO SCALE5DWL BAR W/HOOK @ ALLBUT OUTSIDE MOST BAR,TO MATCH HORIZ BAR SIZE& SPACINGSAWED OR FORMED CONTROLJOINTALTERNATE REINF BARS SHALL BECONTINUOUS ACROSS JOINT ANDALTERNATE REINF BARS SHALL STOP3" FROM JOINT3"3"T=SLAB
THICKNESS
T/4
14"R TOOLED JT(WHEN FORMED)18" ± 116" UNSEALED12" ± 18" SEALEDNOTES:1.REFER TO PLAN FOR SLAB CONTROL JOINT LOCATIONS. IF NOT SHOWN ON DRAWINGSMAX SPACING SHALL BE 25'-0".2.SAW JOINTS WITHIN 1 HOUR OF COMPLETION OF FINISHING OPERATIONS WITHEARLY-ENTRY ROLLER SAW.SEALANT (FORSLABS W/ FLOORDRAINS)ORSLAB SAW CUT CONTROL JOINT (SJ)NOT TO SCALE3SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:15 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS10.dwg ST-BLD-PL-COLS10.dwg
Last Saved: 2/7/2019 4:16 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS10.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
.
STANDARD STRUCTURAL DETAILSS-15.PKC
MDB
.
MRR
3/20/201965
6"(TYP)SEE PLANS FOROPNG DIMENSIONSNOTE:FOR OPNGS < 8" IN EITHERDIMENSION NO SPECIAL FRAMING ISREQUIREDTYP DECK OPNG 8" AND LARGERBUT LESS THAN 18"NOTES:1.THIS DETAIL NOT FOR USE IN MECHANICALEQUIPMENT APPLICATIONS.2.3.20 GA ⅊ WELDEDDECKROOF OPENING FRAMING DETAILNOT TO SCALE3B TO BOF FRAMEJOIST SPACING-TYP3/16STEEL JOISTS -REFER TO PLANSTEEL JOISTS -REFER TO PLANREFER TO PLANMAIN SUPPORT ANGLES - FIELD WELDBETWEEN ADJACENT ROOF JOISTS. SIZE ASFOLLOWS: 3'-1" TO 5'-0"4" x 4" x 3/8"CROSS FRAMING MEMBERS - SHOP WELD TOMAIN SUPPORT ANGLES. SIZE AS FOLLOWS:3'-1" TO 5'-0"3" x 4" x 1/4" LLVSTEEL FRAME NOTES:1.PROVIDE A ROOF FRAME FOR EACH MECHANICALEQUIPMENT ROOF PENETRATION. UNLESS NOTEDOTHERWISE (UNO) USE THE TYPICAL FRAME DETAILSHOWN.2.SIZE OF OPENING (B TO B OF FRAME) TO BEDETERMINED BY THE EQUIPMENT TO BE INSTALLED.VERIFY W/MECH DRAWINGS & SHOP DRAWINGS FORLOCATION.JOIST SPACINGANGLE SIZESUPPORT ANGLE SPACINGANGLE SIZEROOF FRAMING @ MECHANICAL EQUIPMENT OPENINGNOT TO SCALE1DECK SHT
36" DECK WIDTH (TYP)36/720 GA 112"METAL DECKDETAIL NOTES:1.DECK SHEETS SHALL HAVE A MINIMUM 36" NET COVERING WIDTH2.WHERE POSSIBLE, FABRICATE DECK TO EXTEND CONTINUOUSLY OVER THREESPANS3.DECK FASTENER TYPES: (SEE SPECS)4.PUDDLE WELDS INDICATED AS 58" ARE FULL EFFECTIVE WELD REQUIREMENTSAND SHALL IN ALL CASES DEVELOP A FULL 58"Ø MINIMUM FUSED SURFACEBETWEEN MATERIALS.5. TYPICAL SUPPORT LAYOUT:AT PARALLEL SUPPORT (IF ANY) PROVIDEONE (1) SIDELAP TYPE FASTENER AT HALFSPAN BETWEEN TYP DECK SUPPORTMEMBERSAT SIDELAPS OF DECK PANELS, ANDAT EXTERIOR EDGE SUPPORTS,PROVIDE "SIDE LAP FASTENERS"PER SCHEDULEROOF JOIST, BEAM,OR OTHER DECKSUPPORTEDGE SUPPORTEND SUPPORTAT DECK SUPPORTS (END OR INTERIOR)PROVIDE "SUPPORT FASTENERS" PERSCHEDULEROOF DECK FASTENING DETAILNOT TO SCALE2SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:15 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS09.dwg ST-BLD-PL-COLS09.dwg
Last Saved: 3/21/2019 3:36 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS09.dwgACAD Rel: 21.0s (LMS Tech)
STRUCTURAL
.
STANDARD ROOF DETAILSS-16.PKC
MDB
.
MRR
3/20/201966
"X" INDICATES ZONE)
(LOCAL CONTROL
DOUBLE LINE
DUCTWORK SYMBOLS
PIPING SYMBOLS
HORSEPOWER
ELBOW DOWN
ELBOW UP
HTG
HP
HEATING
DIFFUSER/GRILLE/REGISTER LABEL:
"A" -TYPE/DESIGNATION
"200" -AIRFLOW (CFM)
THERMOSTATTT
WATER GAUGE
WB
WG
WET BULB
DUCTWORKPIPINGNEW
NEW
NEW PLANS SINGLE LINE
PLAN SYMBOLOGY
DUCTWORK SIZE TRANSITION.
ENERGY MONITORING AND CONTROL SYSTEM
ABBREVIATIONS
(ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS)
CC COOLING COIL
EFFICIENCYEFF
HEATING COIL
GALLONS PER MINUTE
FEET PER MINUTEFPM
HC
HVAC
HZHZ
GPM
FT
HERTZ
FEET, FOOT
FLEX
F
EMCS
EXH
EL
FLEXIBLE
FAHRENHEIT
ELEVATION
EXHAUST
DIRECT DIGITAL CONTROL
DIRECT EXPANSION
ELECTRIC/ELECTRICAL
ENTERING AIR TEMPERATURE
CUBIC FEET PER MINUTE
CONNECTION
CONDENSATE DRAIN
DWGS
EAT
ELEC
DDC
DEG
DX
DRAWINGS
DEGREE
CONN
DIA
DB
dB
CFM
CD
DIAMETER
DRY BULB
DECIBELS
HVAC SYMBOLS
BOTTOM OF DUCT
BRITISH THERMAL UNIT PER HOUR
BRAKE HORSEPOWER
AIR CONDITIONING
ARCHITECTURE/ARCHITECTURAL
APPROXIMATELY
ABOVE FINISHED FLOOR
BOD
BTUH
BHP
ASHRAE
A/C
ARCH
AFF
APPROX
NOISE CRITERIANC
SMACNA
SUPPLY AIR
VOLUME DAMPER
VARIABLE AIR VOLUME
UNLESS NOTED OTHERWISE
THERMOSTAT
SQUARE FEET
TEMPERATURE
STATIC PRESSURE
WATER COLUMN
VARIABLE FREQUENCY DRIVE
TYP TYPICAL
VFD
VD
WC
WTR
VAV
UNO
WATER
SA
T-STAT
TEMP
SP
SQ FT
NORMALLY OPEN
NORMALLY CLOSED
POUNDS PER SQUARE INCH
RETURN AIR
OUTSIDE AIR
NOT TO SCALE
REVOLUTIONS PER MINUTE
RE
RA
RPM
PSI
PLBG
P/PH
REFER/REFERENCE
PLUMBING
PHASE
NO
N.C.
N.O.
OA
NTS
NOM
NUMBER
NOMINAL
FLARED SPIN-IN TAP WITH DAMPER
RADIUS DUCTWORK ELBOWROUND OR RECTANGULAR
SPIN-IN TAP WITH DAMPER
RADIUS DUCTWORK ELBOWROUND OR RECTANGULAR
FLEXIBLE DUCT
RETURN/TRANSFER AIR DUCT
SUPPLY OR OUTSIDE AIR DUCT
RELIEF OR EXHAUST AIR DUCT
NATIONAL FIRE PROTECTION ASSOC.
MECHANICAL
LEAVING WATER TEMPERATURE
THOUSANDS BTU's PER HOUR
MINIMUM CIRCUIT AMPACITY
LEAVING AIR TEMPERATURE
LWT
NFPA
MIN
MBH
MECH
MAX
MCA
MINIMUM
MAXIMUM
IN
KW
LAT
INCHES
KILOWATT
ROUND DUCTWORK
RETURN/TRANSFER AIR GRILLE
EXHAUST GRILLE
SUPPLY AIR PLENUM SLOT DIFFUSER
SF SUPPLY FAN
DRAWING NOTE REFERENCE
DIAMETER/PHASE
MISCELLANEOUS
EQUIPMENT DESIGNATIONS
AHU AIR HANDLER UNIT
18.
17.
16.
15.
14.
13.
12.
DE = CIRCULAR EQUIVALENT OF RECTANGULAR DUCT
GENERAL NOTES
IN-LINE 90 DEGREE RISE
SD -SMOKE DAMPER
CD -COMBINATION FIRE/SMOKE DAMPER
RELIEF OR EXHAUST AIR DUCT DOWN
MANUAL VOLUME (BALANCE) DAMPER
90° ELBOW WITH TURNING VANES
RELIEF OR EXHAUST AIR DUCT UP
RETURN AIR DUCT DOWN
INCLINED DROP IN DUCT
INCLINED RISE IN DUCT
FD -FIRE DAMPER
MOTORIZED DAMPER
OR DROP IN DUCT
11.
IN INCHES
10.
9.
8.
6.
7.
5.
SUPPLY OR OUTSIDE AIR DUCT UP
SUPPLY OR OUTSIDE AIR DUCT DOWN
FLEXIBLE DUCT CONNECTION
RETURN AIR DUCT UP
TO EQUIPMENT
3.
4.
2.
1.
A200
CENTIGRADEC
WT WATTS
ENTERING WATER TEMPERATUREEWT
19.
12/12
12"
FD
M
DN
UP
B = LENGTH OF OTHER SIDE OF DUCT IN INCHES
FOR ALL MECHANICAL EQUIPMENT PROVIDE LOCAL DISCONNECT
MOUNTED ON UNIT OR INTEGRAL TO UNIT CONTROL PANEL.
INSULATE BACKS AND PLENUMS OF SUPPLY AIR DEVICES WITH
MINIMUM 1" MINERAL FIBER.
PROVIDE OSHA-REQUIRED CLEARANCES AROUND ALL HVAC
EQUIPMENT AND COMPONENTS FOR PERSONNEL ACCESS AND
MAINTENANCE.
PROVIDE FIRE DAMPERS IN DUCTWORK AT ALL FIRE BARRIER
PENETRATIONS.
PROVIDE FIRE RESISTANT FLEXIBLE CONNECTION WHENEVER
DUCTWORK IS CONNECTED TO MOTORIZED EQUIPMENT.
DUCT MATERIAL SHALL BE ZINC-COATED STEEL WITH METAL AND
GALVANIZING THICKNESS AS PER SMACNA CONSTRUCTION
STANDARDS.
PIPING HANGERS AND SUPPORTS -ALL HANGERS AND
SUPPORTS SHALL COMPLY WITH MANUFACTURER'S
STANDARDIZATION SOCIETY (MSS) STANDARDS. VERTICAL PIPES
MUST BE SUPPORTED AT EACH FLOOR WITH PIPE CLAMPS.
THIS PROJECT IS DESIGNED BASED ON THE FOLLOWING CODES:
INTERNATIONAL MECHANICAL CODE 2018,
INTERNATIONAL ENERGY CONSERVATION CODE 2018, AND LOCAL
AMENDMENTS.
UTILIZE LONG RADIUS ELBOWS WHERE SPACE PERMITS UNLESS
OTHERWISE NOTED. ALL RECTANGULAR ELBOWS SHALL CONTAIN
TURNING VANES.
ALL DUCT SIZES SHOWN ON THE DRAWINGS ARE NET INSIDE
CLEAR DIMENSIONS.
COORDINATE WITH OTHER UTILITIES TO AVOID INTERFERENCES
WHEN INSTALLING DUCTWORK, PIPING AND EQUIPMENT.
A = LENGTH OF ONE SIDE OF DUCT IN INCHES
TO RESOLVE FIELD PROBLEMS IN ROUTING DUCTWORK THE
CONTRACTOR SHALL USE THE SAME CIRCULAR EQUIVALENT
DIAMETER TO TRANSFORM DUCT SIZE FROM THAT SPECIFIED ON
THE DRAWINGS.
ALL DUCTWORK SHALL BE CONSTRUCTED, SEALED AND
INSTALLED IN CONFORMANCE TO SMACNA DUCT CONSTRUCTION
STANDARDS.
PAINT ALL EQUIPMENT VISIBLE THRU AIR DEVICES MATTE BLACK.
PROVIDE MODIFICATIONS AND ACCESSORIES AS REQUIRED AND
RECOMMENDED BY THE MANUFACTURER TO ASSURE PROPER
OPERATION OF EQUIPMENT.
VERIFY DIMENSIONS, LOCATIONS, ELEVATIONS AND
CONFIGURATION OF ALL ITEMS ASSOCIATED WITH THE
INSTALLATION OF THE DUCTWORK AND EQUIPMENT.
FURNISH AND INSTALL ALL EQUIPMENT AS PER
MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.
PROVIDE MANUAL VOLUME DAMPERS IN DUCTWORK AT ALL
DUCT SPLITS, BRANCH RUNOUTS AND DUCT COLLARS FOR
REGISTERS.
ALL AIR MOVING EQUIPMENT CONTAINING PARTICULATE FILTERS
SHALL NOT BE OPERATED WITHOUT PARTICULATE FILTERS IN
PLACE. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO FILTERS.
HEATING, VENTILATION AND AIR CONDITIONING
SHEET METAL AND AIR CONDITIONING
CONTRACTORS NATIONAL ASSOC.
ROUND DUCT BRANCH TAKE-OFF FROM
RECTANGULAR OR FLAT OVAL MAIN WITH
CONICAL TAP. PROVIDE BALANCE DAMPER
FOR LOW PRESSURE DUCTWORK ONLY
RECTANGULAR DUCTWORK BRANCH TAKE-OFF
W/DAMPER AND 45 DEGREE BRANCH INLET
AMERICAN SOCIETY OF HEATING,
REFRIGERATION, AND
AIR CONDITIONING ENGINEERS
RECTANGULAR DUCTWORK. SIZE INDICATED IN
INCHES, FIRST NUMBER IS SIDE SHOWN
SUPPLY AIR DIFFUSER -ARROWS INDICATE
PATTERN. NO ARROWS SHOWN EQUALS
4-WAY.
DE =1.30 (AB)
(A + B)
0.625
0.250
PAC PACKAGED AIR CONDITIONING UNIT
20 ADD DIELECTRIC FITTINGS BETWEEN PIPES OF DIFFERENT
METALS.RTU ROOFTOP UNIT
LOUVERLEFEXHAUST FAN
CU CONDENSING UNIT
WP WALL PACK UNIT
BS BRANCH SELECTOR BOX
KITCHEN EXHAUST FANKEF
MAKEUP AIR UNITMAU
ROOF VENTILATORRV
OAU OUTSIDE AIR UNIT REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:39:39 PM
100% SUBMITTAL 03/20/2019NOTES, SYMBOLS & ABBREVIATIONSH-1DTN18104CITY OF DENTON, TEXASHVAC67 NO.ISSUEBYDATE03/20/2019
UNIT TYPE A B
DRAW-THRU 1" MIN. 1.5X
BLOW-THRU 1" MIN. 2.0X
WHERE X = SCHEDULED FAN STATIC PRESS.
TERMINATE OPEN SITE
A
B UNION
PITCH DOWN TOWARD
DRAIN PER LINEAR1/8"
FOOT
DRAIN PAN IN UNIT
FOR DEPTH -SEE
SCHEDULE BELOW
DRAIN LINE SAME SIZE
AS DRAIN PAN CONNECTION
6" MIN.
PLUG TEE
VENT
CLEAN
OUT
GRADE
PEA-GRAVEL DRY WELL SUMP
12" DIAMETER
36"
6"
EXHAUST FAN DUCTWORK CONNECTION
EXHAUST FAN GRILLE
CEILING
MOUNTING
BRACKETCEILING
STEEL
FASTEN TO
AIR FLOW
ACCESS
PANEL
HEATERMIN 6"
HEATER
BRACKET
MOUNTING
FURNISHED
WITH UNIT
RUBBER-IN SHEAR
VIBRATION ISOLATORS
STRUCTURE
EXTERIOR INTERIOR
AIRFLOW
EXTERIOR WALL
INSECT SCREEN
WALL
HOUSING
GUARD
CLOSURE ANGLES
BACKDRAFT
DAMPER
WEATHERHOOD
8'-0"RETURN AIR
OPENING W/GRILLE
DUCT W/GRILLE
SUPPLY AIR
RAIN FLASHING
FLOOREXTERIOR WALL
SECURE TO WALL
PLENUM BOX
AIR
FLOW
GRAVITY
DAMPER
INSIDE WALL
COVER WITH
BIRD SCREEN
OUTSIDE WALL
AIR
FLOW
AIR FLOW
SCREWS IN EXPANSION
ANCHORS IN MORTOR
JOINT REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:39:40 PM
100% SUBMITTAL 03/20/2019MECHANICAL DETAILSH-2DTN18104CITY OF DENTON, TEXASHVACNOT TO SCALE
1 TYPICAL A/C CONDENSATE PIPING
NOT TO SCALE
2 CEILING EXHAUST FAN
NOT TO SCALE
3 ELECTRIC UNIT HEATER
NOT TO SCALE
4 SIDE WALL VENTILATION DETAIL
NOT TO SCALE
6 WALL MOUNTED AC UNIT DETAIL
NOT TO SCALE
5 SIDEWALL CENTRIFUGAL FAN DETAIL
68 NO.ISSUEBYDATE03/20/2019
CONNECTION
REFRIGERANT GAUGE
REFRIGERANT LIQUID LINE
CONDENSING UNIT
FILTER-DRYER
FAN GUARD
REFER TO STRUCTURAL
FOR CONCRETE PAD
SIGHT GLASS WITH
MOISTURE INDICATOR
BACK-SEATED
REFRIGERANT VALVE
REFRIGERANT SUCTION LINE
WITH INSULATION
CONDUIT -POWER AND
CONTROL
3" FLANGE
20 GAUGE STEEL
CONSTRUCTION
20"
19 1/2"19 1/2"
UPBLAST FAN
GREASE PIPE
GREASE BOX
CURB
VENTS
1. INSTALLER SHALL SUPPLY ENOUGH ELECTRICAL
CORD TO LET FAN MAKE COMPLETE SWING.
2. DIMENSIONS SHOWN BASED ON EQUIPMENT
SCHEDULED.
NOTES:
1" LAYER OF INSULATION FACTORY
INSTALLED IN 3" INTERNAL STANDOFF.
MEETS 0 INCH REQUIREMENTS FOR
CLEARANCE TO COMBUSTIBLE SURFACES.
GREASE DRAIN
WITH REMOVABLE CUP
EXHAUST RISER
L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH
TEMP ASSEMBLY, INCLUDES CLEAR THERMAL
AND SHOCK RESISTANT GLOBE (L55 FIXTURE)
1" LAYER OF INSULATION FACTORY INSTALLED
ON TOP OF HOOD. MEETS 0 INCH
REQUIREMENTS FOR CLEARANCE TO
COMBUSTIBLE SURFACES
FIELD INSTALLED
QUARTER END PANELS
EQUIPMENT
BY OTHERS
16" CAPTRATE SOLO
FILTER WITH HOOK
94"
14" NOM.
74"
47" MAX
36"
1. DIMENSIONS SHOWN BASED ON EQUIPMENT
SCHEDULED.
NOTES:
58"
FLEX CONDUIT
FOR FIELD WIRING
32 1/8"
29 3/4"BLOWER/MOTOR
ACCESS DOOR
24" SERVICE
CLEARANCE REQ.
27 3/8"
17 1/4"
LIFTING LUG
15 1/2"
8 15/16"
3 3/4"
4 3/8"
AIRFLOWAIRFLOW
TOP
SIDEBOTTOM
1. DIMENSIONS SHOWN BASED ON EQUIPMENT
SCHEDULED.
NOTES:
ROOF
TRAP
FCFC
AIR
HANDLING
UNIT
SUPPORT RODS WITH
VIBRATION ISOLATORS COND. DRAIN
CEILING
UNISTRUT SUPPORTWITH NYLON LOCK-NUT AUXILIARY DRAIN PAN WITH WATER LEVEL
DETECTING DEVICE CONFORMING WITH IMC
307.2.3. UNIT TO SHUT OFF WHEN DEVICE IS
TRIGGERED
LAY-IN
CEILING
MOUNT AHU FROM
STRUCTURE ABOVE WITH
ALL-THREAD ROD &
VIBRATION ISOLATION.
PROVIDE NYLON
LOCK-NUT AT UNIT
CONNECTION AND
CONNECTION TO
STRUCTURE ABOVE.
REFRIGERANT
PIPING IN
REFRIGERANT
PIPING OUT
CONDENSATE
OUT REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:125 Townpark Drive, Suite 300Atlanta Metro, Georgia 30144Phone - (404) 334-4310Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:39:41 PM
100% SUBMITTAL 03/20/2019MECHANICAL DETAILSH-3DTN18104CITY OF DENTON, TEXASHVACNOT TO SCALE
1
AIR COOLED CONDENSING UNIT SLAB
MOUNT AT GRADE
NOT TO SCALE
3
KITCHEN EXHAUST FAN AND CURB
DETAIL
NOT TO SCALE
5 KITCHEN HOOD SECTION VIEW DETAIL
NOT TO SCALE
6 KITCHEN MAKE-UP AIR UNIT DETAIL
NOT TO SCALE
2 VERTICAL AIR HANDLING UNIT
NOT TO SCALE
4 CEILING CASSETTE TYPE AHU
69 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
2. CONDENSATE DRAIN PIPING CONNECTED TO
UNIT OUTLET TO BE 3/4", UNLESS OTHERWISE
SPECIFIED.
3. IN CONDENSATE DRAIN PIPING, PROVIDE
PLUGGED TEE, AT EACH CHANGE OF DIRECTION
(90° OR MORE) FOR CLEAN OUT IN DIRECTION
OF FLOW.
4. SLOPE CONDENSATE DRAIN PIPING AT A
MINIMUM OF 1/8" PER FOOT.
EF-2
EF-1
AHU-1 AHU-2
AHU-12 AHU-11 AHU-10
AHU-9
CU-1
AHU-4
AHU-5
KEF-1
EF-3
MUA-1
AHU-3
AHU-6
AHU-8
AHU-7
OAU-1
BS-1 BS-2
16"/18"12"/14"10"ø
14"/14"14"/14"14"/14"C 310
-E
C 270
-E
D 410
C 290
B 170 B 170
D 405
D 405
D 405 D 405
-E
-E16"/16"16"/16"C 315
A 85
10"/12"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"
3/4"
3/4"
1"
1"
16"/16"24"/13"SUPERINTENDENT
OFFICE
SENIOR ENGINEER
OFFICE
SCADA / REG
OFFICE
MECHANICAL
ROOM
SERVER
ROOM
MENS TOILET
ROOM
WOMENS TOILET
ROOM
CONFERENCE / TRAINING
ROOM
KITCHENBREAK
ROOMRECEPTION
CORRIDOR
ELECTRICAL
CLOSET
COPY AND
RECORDS
STORAGE
OFFICEOFFICE
CONFERENCE
ROOM
F 20
L-1
4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"/4"4"ø4"ø19"/16"8"ø3/4"REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:39:42 PM
100% SUBMITTAL 03/20/2019FLOOR PLANH-4DTN18104CITY OF DENTON, TEXASADMINISTRATION BUILDINGHVACNOTE BY SYMBOL " "
3/16" = 1'-0"
1 HVAC FLOOR PLAN
1. EXHAUST DUCT THROUGH WALL AND TERMINATE WITH WALL CAP WITH
BIRD SCREEN.
2. DUCTED CONCEALED VRF AIR HANDLER SUSPENDED BELOW DECK.
3. WALL MOUNTED VRF AIR HANDLER.
4. MUA-1 CURB MOUNTED ON ROOF. INTERLOCK WITH KEF-1.
5. KEF-1 CURB MOUNTED ON ROOF. INTERLOCK WITH MUA-1. TO BE
CONTROLLED WITH SWITCH LOCATED ON HOOD.
6. ROUTE CONDENSATE PIPING TO MOP SINK IN THE MAINTENANCE ROOM,
AND TERMINATE WITH AIR GAP.
7. CU-1 IS A TWO MODULE UNIT WITH QTY (1) ELECTRICAL CONNECTION
FOR EACH MODULE. REFER TO STRUCTURAL FOR CONCRETE PAD.
8. INTERLOCK FAN WITH OAU-1. CONNECT BACK TO CENTRAL CONTROLLER.
9. VRF CONTROLLER. SEE SCHEDULE FOR MORE INFORMATION.
0 4'8'
3/16"=1'-0"
11
2
3
2
1
45
6
NORTH7
8
8
9
70 NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:39:43 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESH-5DTN18104CITY OF DENTON, TEXASADMINISTRATION BUILDINGHVACEXHAUST FAN SCHEDULE
MARK LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODELPOWER (W) VOLTS PH
EF-1 CEILING MOUNTED MENS RESTROOM 200 0.2 4.0 172 120 1 GREENHECK/SP-B200
EF-2 CEILING MOUNTED WOMENS RESTROOM 200 0.2 4.0 172 120 1 GREENHECK/SP-B200
EF-3 CEILING MOUNTED MAINTENANCE ROOM 100 0.1 1.5 80 120 1 GREENHECK/SP-B110
REMARKS:
1. PROVIDE WITH FACTORY WALL CAP AND ALUMINUM BIRD SCREEN.
2. INTERLOCK FANS WITH OAU-1.
VRF AIR HANDLING UNIT SCHEDULE
wt TYPE
NOM SIZE
(TONS) CFM
OUTSIDE
AIR FROM
OAU-1
(CFM)
EXT S.P.
(IN WG)
COOLING HEATING UNIT ELECTRICAL
MANUFACTURER/MODEL
EAT DB/WB
(F)
TOTAL CAP
(MBH)
TOTAL SEN
CAP (MBH)
EAT
(°F)
HTG CAP
(MBH) VOLT/PH MCA MFS
AHU-1 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 20 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-2 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 15 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-3 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 15 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-4 WALL MOUNTED UNIT 2.0 635 - - 80.0/67.0 24.0 18.0 70.0 26.5 208/1 0.6 15.0 DAIKIN/FXAQ24PVJU
AHU-5 CEILING MOUNTED DUCTED 4.5 1,620 - 0.34 78.4/63.6 47.6 37.9 68.5 61.6 208/1 3.4 15.0 DAIKIN/FXMQ54PBVJU
AHU-6 CEILING MOUNTED DUCTED 4.5 1,620 - 0.29 78.4/63.6 47.6 37.9 68.5 61.6 208/1 3.4 15.0 DAIKIN/FXMQ54PBVJU
AHU-7 CEILING CASSETTE (4-WAY AIRFLOW) 1.3 510 25 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-8 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 45 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-9 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 20 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
AHU-10 CEILING CASSETTE (4-WAY AIRFLOW) 1.3 405 15 - 78.4/63.6 13.4 10.3 68.5 17.6 208/1 0.4 15.0 DAIKIN/FXZQ15TAVJU
AHU-11 CEILING CASSETTE (4-WAY AIRFLOW) 1.3 405 15 - 78.4/63.6 13.4 10.3 68.5 17.6 208/1 0.4 15.0 DAIKIN/FXZQ15TAVJU
AHU-12 CEILING CASSETTE (4-WAY AIRFLOW) 1.5 510 45 - 78.4/63.6 15.8 12.6 68.5 20.6 208/1 0.6 15.0 DAIKIN/FXZQ18TAVJU
REMARKS:
1. ALL UNITS TO BE PROVIDED WITH 10 YEAR MANUFACTURER'S PARTS WARRANTY.
2. PROVIDE BALL ISOLATION VALVES FOR EACH AHU.
3. EQUIPMENT TO BE INSTALLED BY FACTORY AUTHORIZED CONTRACTOR.
4. PROVIDE FIELD INSTALLED FILTER RACK FOR ALL DUCTED AHU.
5. PROVIDE WITH DAIKIN/DCM601A71 VRF CONTROLLER AND DAIKIN/DCM601A72 ADAPTER.
VRF CONDENSING UNIT SCHEDULE
MARK
NOM SIZE
(TONS)
COOLING HEATING UNIT ELECTRICAL
MANUFACTURER/MODEL
TOTAL CAP
(MBH)
AMBIENT
AIR (°F)
TOTAL CAP
(MBH)
AMBIENT AIR
(°F) MCA MOCP VOLT/PH
CU-1 28 320 105.0 316 17 61.9 70 208/3 DAIKIN/REYQ336TATJU
REMARKS:
1. 10 YEAR PARTS AND COMPRESSOR WARRANTY REQUIRED FOR CONDENSING UNIT.
2. PROVIDE CONDENSING UNIT WITH FACTORY HAIL GUARD.
3. PROVIDE WITH LOW AMBIENT OPERATION.
OUTSIDE AIR SYSTEM SCHEDULE
MARK
NOM SIZE
(TONS)
OUTSIDE
(CFM)
EXT S.P.
(IN WG)
COOLING HEATING
SERVED
BY
UNIT ELECTRICAL
MANUFACTURER/MODEL
EAT DB/WB
(F)
TOTAL CAP
(MBH)
HTG CAP
(MBH) VOLT/PH MCA MFS
OAU-1 4.0 635 0.27 100/78 48.0 48.0 BS-2 208/1 2.0 15.0 DAIKIN/FXMQ48MFVJU
REMARKS:
1. TO BE PROVIDED WITH 10 YEAR MANUFACTURER'S PARTS WARRANTY.
2. EQUIPMENT TO BE INSTALLED BY FACTORY AUTHORIZED CONTRACTOR.
KITCHEN EXHAUST FAN SCHEDULE
MARK LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODEL
POWER
(HP) VOLTS PH
KEF-1 ROOF MOUNTED KITCHEN 600 1.0 12.3 0.33 120 1 CAPTIVEAIRE/DU33HFA
REMARKS:
1. PROVIDE WITH CAPTIVEAIRE KITCHEN HOOD MODEL 3650 BD-2-PSP-F AND ASSOCIATED CAPTRATE SOLO FILTER, OR
APPROVED EQUAL.
REMARKS:
1. PROVIDE WITH ROOF MOUNT BRACKET AND ACCESSORIES.
KITCHEN MAKEUP AIR UNIT SCHEDULE
MARK CFM
EXT S.P.
(IN WG)
MOTOR DATA
BLOWER HOUSING MANUFACTURER/MODEL
POWER
(HP) VOLTS PH
MUA-1 450 0.5 1.0 208 1 15MF-1-MOD A1 CAPTIVEAIRE/A1-15D
VRF BRANCH CIRCUIT CONTROLLER SCHEDULE
MARK CONDENSING UNIT SERVED
MAX MBH
CAPACITY
(PER PORT)
UNIT ELECTRICAL
MANUFACTURER/MODELVOLT/PH MCA MFS
BS-1 CU-1 54 208/1 0.8 15.0 DAIKIN/BS8Q54TVJ
BS-2 CU-1 54 208/1 1.0 15.0 DAIKIN/BS10Q54TVJ
REMARKS:
1. TO BE PROVIDED WITH 10 YEAR MANUFACTURER'S PARTS WARRANTY.
2. EQUIPMENT TO BE INSTALLED BY FACTORY AUTHORIZED CONTRACTOR.
DIFFUSER, REGISTER AND GRILLE SCHEDULE
MARK TYPE
FACE SIZE
INCHES
NECK SIZE
INCHES MANUFACTURER/MODEL NOTES
A SQUARE CEILING SUPPLY DIFFUSER 24" X 24" 6" TITUS/TMS 1,2
B SQUARE CEILING SUPPLY DIFFUSER 24" X 24" 8" TITUS/TMS 1,2
C SQUARE CEILING SUPPLY DIFFUSER 24" X 24" 10" TITUS/TMS 1,2
D SQUARE CEILING SUPPLY DIFFUSER 24" X 24" 12" TITUS/TMS 1,2
E SQUARE CEILING RETURN DIFFUSER 24" X 24" 15" X 15" TITUS/PAR 1,2
F RECTANGULAR SUPPLY WALL DIFFUSER 6" X 4" 6" X 4" TITUS/250 1,2
NOTES:
1. UNITS SHALL BE FURNISHED WITH APPROPRIATE FRAMES, ETC. FOR MOUNTING IN RESPECTIVE CEILING OR WALL TYPES.
2. SOUND VALUES SHALL NOT EXCEED 30 NC (ROOM).
LOUVER SCHEDULE
MARK TYPE SERVES CFM FPM
FREE AREA
(SQFT)
L-1 INTAKE OAU-1 635 600 1.06
REMARKS:
1. LOUVER CONSTRUCTION TO BE ALUMINUM.
2. PROVIDE WITH GRAVITY BACKDRAFT DAMPER AND ALUMINUM INSECT SCREEN ON
INSIDE FACE OF LOUVER.
3. LOUVER SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 8.
71 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
2. IN CONDENSATE DRAIN PIPING, PROVIDE
PLUGGED TEE, AT EACH CHANGE OF DIRECTION
(90° OR MORE) FOR CLEAN OUT IN DIRECTION
OF FLOW.
3. SLOPE CONDENSATE DRAIN PIPING AT
MINIMUM OF 1/8" PER FOOT.
RTU-2RTU-1
47"/13"
27"/34"27"/34"
47"/13"REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:16:20 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANH-6DTN18104CITY OF DENTON, TEXASHIGH SERVICE ELECTRICAL BUILDINGNOTE BY SYMBOL " "
1/4" = 1'-0"
1 HVAC FLOOR PLAN
1. PROVIDE FULL-SIZE CONDENSATE DRAIN WITH P-TRAP.
EXTEND AS SHOWN, DROP DOWN EXTERIOR WALL AND
TERMINATE OPEN SITE ON GRADE. PROVIDE 12" DIA. X
36" DEEP PEA GRAVEL-FILLED DRY WELL SUMP LOCATED
A MIN. 36" FROM EXTERIOR WALL. RE: 1/H-2.
2. PROVIDE CONCENTRIC DIFFUSER.
1
NOTES:
1. PROVIDE WITH 7-DAY PROGRAMMABLE WALL MOUNTED THERMOSTAT. SET POINT 80°F (ADJUSTABLE).
2. PROVIDE WITH SUPPLY AND RETURN GRILLES.
3. PROVIDE WITH MERV 8 FILTER.
4. PROVIDE WITH ENTHALPY ECONOMIZER AND ALL CONTROLS AND ACCESSORIES FOR ECONOMIZER OPERATION.
5. PROVIDE WITH ROOF CURB.
6. PROVIDE WITH LOW AMBIENT OPERATION DOWN TO 0°F.
0 2'4'
3/8"=1'-0"
1'
RTU SCHEDULE
MARK SERVES
NOM SIZE
(TONS)
AIR FLOW
EXT S.P.
(IN WG)EER
COOLING
ELECTRIC
HEATING
SUPPLY FAN
HP
COND.
FAN HP
UNIT ELECTRICAL
MANUFACTURER/MODEL
SUPPLY
(CFM)
OUTSIDE
(CFM)
TOTAL CAP
(MBH)
SENS CAP
(MBH)EAT DB/WB (°F)
AMBIENT
AIR (°F)
NOM HEATING
CAP (KW)VOLT/PH MCA MFS
RTU-1 ELECTRICAL BUILDING 12.5 5,000 50 0.2 12.40 143.1 115.1 80.2/66.7 105 16.5 2.9 3/4 460/3 30 30 CARRIER/50HCAG14
RTU-2 ELECTRICAL BUILDING 12.5 5,000 50 0.2 12.40 143.1 115.1 80.2/66.7 105 16.5 2.9 3/4 460/3 30 30 CARRIER/50HCAG14
2 2
3/4"1"
NORTH
3/4"
72 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES AND
ABBREVIATIONS.
2. REFER TO STRUCTURAL DETAILS FOR WALL PENETRATIONS.
UH-6
UH-1 UH-2 UH-3
UH-5
x 26"26"SF-1 x 34"34"
UH-4
A 4000 CFM A 4000 CFM B 2000 CFM
B 2000 CFM
B 2000 CFM
EF-1
70" X 15"70" X 15"40" X 12"40" X 12"
40" X 12"REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:42:22 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANH-7DTN18104CITY OF DENTON, TEXASHSPS PUMP ROOMNOTE BY SYMBOL " "
3/8" = 1'-0"
1 HVAC FLOOR PLAN
1. PROVIDE SUPPLY FAN AT 12' AFF. PROVIDE PECO T115 INDUSTRIAL
THERMOSTAT, OR APPROVED EQUAL. MOUNT THERMOSTAT 48" AFF.
FAN SHALL BE THERMOSTATICALLY CONTROLLED TO RUN WHEN THE
SPACE THERMOSTAT EXCEEDS 85°F (ADJ.).
2. PROVIDE EXHAUST FAN ON WALL ABOVE BRIDGE CRANE. INTERLOCK
EXHAUST FANS TO OPERATE SIMULTANEOUSLY WITH SUPPLY FAN.
3. ELECTRIC UNIT HEATER WITH INTEGRAL THERMOSTAT.
0 4'8'
3/16"=1'-0"
1
2
3(TYP.)
NORTH
73 NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:42:23 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESH-8DTN18104CITY OF DENTON, TEXASHSPS PUMP ROOMSUPPLY FAN SCHEDULE
MARK LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODELPOWER (HP) RPM VOLTS PH
SF-1 WALL MOUNTED HSPS 14,000 0.4 39 3 1725 208 3 GREENHECK/SBCS-3L30-30
REMARKS:
1. PROVIDE WITH FACTORY FURNISHED DISCONNECT, BACKDRAFT DAMPER, AND ASSOCIATED ACCESSORIES.
2. MOUNT AT 10'-0" AFF.
3. PROVIDE WITH GRAVITY BACKDRAFT DAMPER, WALL SLEEVE, AND OSHA SIDE GUARD.
ELECTRIC UNIT HEATER SCHEDULE
MARK SERVES TYPE
CAPACITY
(KW) CFM
THROW
(FT)
MOUNTING
HEIGHT (FT)
UNIT ELECTRICAL
MANUFACTURER/MODELHP VOLT/PH AMPS
UH-1 THRU 6 HSPS HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMALOX/HVH-02-71-00
REMARKS:
1. PROVIDE APPROPRIATE ACCESSORIES TO SUPPORT HEATER FROM WALL.
2. PROVIDE WITH INTEGRAL THERMOSTAT SET TO 55°F (ADJ.)
3. PROVIDE INTEGRAL DISCONNECT.
EXHAUST FAN SCHEDULE
MARK LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODEL
POWER
(HP)RPM VOLTS PH
EF-1 WALL MOUNTED HSPS 14,000 0.2 30 3 1725 115 1 GREENHECK/SBE-2L30-30
REMARKS:
1. PROVIDE WITH FACTORY FURNISHED DISCONNECT, BACKDRAFT DAMPER, AND ASSOCIATED ACCESSORIES.
2. MOUNT AT 10'-0" AFF.
3. PROVIDE WITH GRAVITY BACKDRAFT DAMPER, WALL SLEEVE, AND OSHA SIDE GUARD.
DIFFUSER, REGISTER AND GRILLE SCHEDULE
MARK TYPE FACE SIZE INCHES NECK SIZE INCHES MANUFACTURER/MODEL
A DRUM LOUVER 70" X 15" 70" X 15" TITUS/DL
B DRUM LOUVER 40" X 12" 40" X 12" TITUS/DL
REMARKS:
1. UNITS SHALL BE FURNISHED WITH APPROPRIATE FRAMES, ETC. FOR MOUNTING IN RESPECTIVE TYPES.
2. SOUND VALUES SHALL NOT EXCEED 30 NC (ROOM).
74 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:25:07 PM
100% SUBMITTAL 03/20/2019DEMOLITION FLOOR PLANH-9DTN18104CITY OF DENTON, TEXASFILTER GALLERYHVACNOTE BY SYMBOL " "
1. DEMOLISH EXHAUST FAN ALONG WITH ASSOCIATED THERMOSTAT,
GRILLES, SUPPORTS, WIRING, AND ACCESSORIES. PROVIDE SALVAGED
EQUIPMENT AND ACCESSORIES TO OWNER.
2. DEMOLISH INTAKE LOUVER. REFER TO H-10 FOR OPENING DETAILS.
1/8" = 1'-0"
1 DEMOLITION FLOOR PLAN AREA A
1/8" = 1'-0"
2 DEMOLITION FLOOR PLAN AREA B
1
4'0 8'16'
1/8"=1'-0"
2NORTH
NORTHMATCHLINEMATCHLINE75 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
EF-1
SF-1
EF-2
SF-2
32"/32"REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:25:08 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANH-10DTN18104CITY OF DENTON, TEXASFILTER GALLERYHVACNOTE BY SYMBOL " "
1. WALL MOUNTED SUPPLY FAN, THERMOSTATICALLY CONTROLLED. USE
EXISTING OPENINGS FOR MOUNTING. CHIP OFF NEEDED DIMENSIONS ON
WALL TO PROPERLY FIT. SEAL ALL CONNECTIONS. REFER TO STRUCTURAL
DETAILS FOR MORE INFO.
2. ROOF MOUNTED EXHAUST FAN, THERMOSTATICALLY CONTROLLED.
3. PROVIDE LIGHTWEIGHT SOLID 22 GAUGE METAL PANEL FOR THE
EXISTING FRAME OPENING.
4'0 8'16'
1/8"=1'-0"
1/8" = 1'-0"
1 HVAC FLOOR PLAN AREA A
1/8" = 1'-0"
2 HVAC FLOOR PLAN AREA B
2
2
NORTHNORTH1
1
MATCHLINEMATCHLINE76
3
NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:25:08 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESH-11DTN18104CITY OF DENTON, TEXASFILTER GALLERYHVACEXHAUST FAN SCHEDULE
Mark LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODEL
POWER
(HP)RPM VOLTS PH
EF-1 ROOF MOUNTED FILTER GALLERY 4,895 0.24 28.0 2 1725 115 1 GREENHECK/G-163-A
EF-2 ROOF MOUNTED FILTER GALLERY 4,895 0.24 28.0 2 1725 115 1 GREENHECK/G-163-A
REMARKS:
1. INTERLOCK FAN WITH THERMOSTAT. FAN IS TO BE CONTROLLED BY THERMOSTAT WITH SETPOINT 85°F (ADJUSTABLE).
2. PROVIDE WITH ALUMINUM BIRD SCREEN.
3. PROVIDE WITH GRAVITY BACKDRAFT DAMPER, WALL SLEEVE, AND OSHA SIDE GUARD.
SUPPLY FAN SCHEDULE
Mark LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODEL
POWER
(HP)RPM VOLTS PH
SF-1 WALL MOUNTED FILTER GALLERY 4,530 0.1 19.0 1/3 1160 115 1 GREENHECK/SCR3-24-420-B3
SF-2 WALL MOUNTED FILTER GALLERY 4,850 0.4 28.0 1.0 1160 115 1 GREENHECK/SS2-24-625-B10
REMARKS:
1. INTERLOCK FAN WITH THERMOSTAT. FAN IS TO BE CONTROLLED BY THERMOSTAT WITH SETPOINT 85°F (ADJUSTABLE).
2. PROVIDE WITH ALUMINUM BIRD SCREEN.
3. PROVIDE WITH GRAVITY BACKDRAFT DAMPER, WALL SLEEVE, AND OSHA SIDE GUARD.
77 NO.ISSUEBYDATE03/20/2019
03/20/2019
03/20/2019
03/20/2019
03/20/2019
03/25/2019
03/25/2019
03/25/2019
04/15/2019
03/25/2019
03/25/2019
04/15/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
04/15/2019
03/25/2019
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03/25/2019
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03/25/2019
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04/15/2019
03/25/2019
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03/25/2019114
03/25/2019115
03/25/2019116
03/25/2019117
03/25/2019
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03/25/2019
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03/25/2019
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03/25/2019PI-5
03/25/2019PI-6
03/25/2019132a
PI-7
132A
WVWVWVMHEBEBEBEBEBEBXXXX X X XXXXXX
EBPOSSIBLE UTILITYVAULT (PIC 4753)540525530535485480485490495510515520525530500505GMKWMKPPPPPWVWVWVWVWVWVWVWVMHEBEBEBEBEBEBOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WOOD LAKE ROAD(CONCRETE PAVING)C
O
U
N
T
R
Y
L
AN
E
(A
S
P
H
A
L
T
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A
V
I
N
G
)LOT 1, BLOCK BSHORE HAVEN ADDITIONCAB. O, PG. 194,P.R.D.C.T.CLIFTON P. & RACHEL A. HIGGSDOC. NO. 2013-67026O.P.R.D.C.T.XXEBPOSSIBLE UTILITYVAULT (PIC 4753)UTILITYVAULTUTILITYVAULTUTILITYVAULTUTILITYVAULTSHORE HAVEN LANE(CONCRETE PAVING)LOT 3, BLOCK BSHORE HAVEN ADDITIONCAB. O, PG. 194,P.R.D.C.T.DEREK & MELISSA LIGHTDOC. NO. 2017-148476O.P.R.D.C.T.CITY OF DENTONDOC. NO. 1997-71560O.P.R.D.C.T.CITY OF DENTONDOC. NO. 1997-71560O.P.R.D.C.T.540545550555560565570570538539541542543544546547548549551552553554556557558559561562563564566566567567568568569569540539541542543 LOT 5, BLOCK BSHORE HAVEN ADDITIONCAB. O, PG. 194,P.R.D.C.T.BRADLEY A. JENNINGSDOC. NO. 2017-75864O.P.R.D.C.T.MYERS & LONDA RAYMERDOC. NO. 1983-35222O.P.R.D.C.T.X XX525530535520515535530520510525515515520525530SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:51 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE07.dwg WW-OA-PL-SITE07.dwg
Last Saved: 2/5/2019 1:14 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE07.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE LEWISVILLE RAW WATER PUMP STATION
.
OVERALL SITE PLANLRW-1.DWS
JMM
.
MRROVERALL SITE PLAN1"=30'11.REFER TO DRAWING LRW-3 FOR ADDITIONAL NOTES.2.THE CONTRACTOR SHALL FURNISH AND INSTALL A GATE OPERATOR SYSTEMFOR THE EXISTING CANTILEVER GATE.3.WATER METER BOX AND METER SHALL BE FIELD LOCATED. THE CONTRACTORSHALL COORDINATE LOCATION WITH LAKE CITIES MUNICIPAL UTILITYAUTHORITY AND THE OWNER.GENERAL NOTES:ACCESS GATEINSET - PUMP STATION INLET1"=20'230'30°75'10'LOWER INTAKEUPPER INTAKEPUMP STATION2-PW-PVCSEE INSET FORCONTINUATION2EX
I
ST
IN
G
8
"
WA
T
ERDIS
T
R
IBU
T
ION
P
I
P
E
L
IN
E1NOTES BY SYMBOL " "1.COORDINATE WITH LAKE CITIES MUNICIPAL UTILITY AUTHORITY(LCMUA). TAP EXISTING 8" LINE ON SHORE HAVEN LANE AND EXTENDNEW 8" PVC (C-900) ON WOOD LAKE ROAD TO SITE ENTRANCE.2.SET FIRE HYDRANT ADJACENT TO SITE ENTRANCE AND PROVIDE 2"SERVICE CONNECTION WITH BACKFLOW PREVENTER AND METER INACCORDANCE WITH LCMUA REQUIREMENTS, AND EXTEND SERVICE ASSHOWN.3.THE LOCATION OF THE 8-PW-PVC SHALL BE ROUTED TO AVOIDCONFLICT WITH THE CONCRETE PAVING. COORDINATE WITH LAKECITIES MUNICIPAL UTILITY AUTHORITY (LCMUA) FOR PIPE ROUTE.24-RW30-RWEDGE OF DENSEVEGETATION8-PW-PVC2-PW-PVCDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639462-PW-PVCSCALE IN FEET60'30'010'20'SCALE IN FEET40'20'010'3WATER METER ANDWATER METER BOX(REFER TO NOTE 3)APPROXIMATE EDGEOF EXISTING PAVINGMAINTAIN PLACEMENTOF EXISTINGCANTILEVERED GATERELOCATE OR REPLACEEXISTING DOUBLESWING GATE3-22-2019
133
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXMOTOR
STARTERS
AIR HANDLING UNIT
DEMOLISH 12"
SURGE RELIEF
VALVE
1/2-RW-PVC
ELECTRICAL
TRANSFORMERS
20-RW-S
14-RW-S
14-RW-S
16-RW-S
18-RW-S
DEMOLISH
60" DIA MANHOLE AND
20" GATE VALVE
24-RW-S
24-RW-S 30-RW-PCC
EXISTING CONC VAULT W/
REMOVABLE CONC TOP
10"BV
w/FCA
CONCRETE PAD
18-RW-S
3/4"~SIDEWALK~
ELECTRICAL
TRANSFORMERS
RWP-104 RWP-103
RWP-102
RWP-101
GV-102
10" GV 18"x12" REDUCING
BEND (TYP. OF 2)
18" 45°
BEND
5'x5' ACCESS HATCH
(TYP OF 2)
CHEMICAL
INJECTION POINT
APPROX. 25'-0"SOLN TANK
BUCKET
ELEVATOR
DEMOLISH
PERMANGANATE
SHED4'-0"5'-0"
3/4-KMNO4-PP
DEMOLISH
PERMANGANATE
SYSTEM FEED
PUMP SKID
3'-0"3'-0"LIMITS
OF
CASING
MOTOR
STARTERS
MOTOR
STARTERS
MOTOR
STARTERS
3'-9"3'-9"
3'-9"3'-9"6'-3"6'-3"SAMPLE
ANALYZER
XXXXXXXXXXXXXXXXXXXXXREFER TO NOTE 5
DEMOLISH 12"
SHIP'S LADDER
12-SRG-S
CAP 1/2-RW-PVC
CAP (2) 2-KMNO4-PP
12-SRG-S
1-
S
A
-
P
V
C
1-SA-PVC
CAP (2) 3/4-KMNO4-PP18-RW-SEXISTING SHED SLAB AND
SIDEWALK SHALL REMAIN
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:54 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-PL-DEMO01.dwg WW-RWP-PL-DEMO01.dwgLast Saved: 2/5/2019 2:24 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-PL-DEMO01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL LAKE LEWISVILLE RAW WATER PUMP STATION.DEMOLITION PLANLRW-2
.JLNJMM.MRRYARD PIPING DEMO PLAN
1"=50'
1
1.REFER TO SECTION 01 35 00 “SPECIAL PROCEDURES”, FOR
COORDINATION AND SCHEDULE REQUIREMENT FOR
DEMOLITION, CONSTRUCTION, AND CONNECTION TO
EXISTING FACILITIES AND SHUTDOWN LIMITATIONS.
CONNECTIONS TO EXISTING FACILITIES SHALL NOT BE
INITIATED UNTIL ALL MATERIALS ARE ON SITE.
2.LOCATIONS, DIMENSIONS, AND ELEVATIONS OF EXISTING
FACILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO BEGINNING ANY WORK IN THE AREA.
3.INFORMATION SHOWN ON THESE DRAWINGS CONCERNING
THE TYPE, LOCATION, SIZE, ELEVATION, AND OTHER
RELATED INFORMATION OF EXISTING UNDERGROUND
PIPING AND OTHER UTILITIES IS NOT GUARANTEED TO BE
ALL INCLUSIVE OR ACCURATE. ALL LOCATIONS, ELEVATIONS,
SIZES, AND TYPES OF EXISTING FACILITIES SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK
OR ORDERING MATERIALS. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING HIS/HER OWN DETERMINATION
AS TO THE TYPES, LOCATIONS, ELEVATIONS, ETC. OF
EXISTING UNDERGROUND PIPING AND OTHER UTILITIES,
INCLUDING ELECTRICAL, AS MAY BE NECESSARY AND
REQUIRED TO AVOID DAMAGE THERETO AND TO MAKE
CONNECTIONS.
4.CONTRACTOR SHALL PROTECT EXISTING STRUCTURES,
PIPING, EQUIPMENT, AND ELECTRICAL/INSTRUMENTATION
DUCTBANKS AND CONDUITS THAT ARE TO REMAIN.
CONTRACTOR SHALL REPLACE ANY AND ALL ITEMS
DAMAGED BY DEMOLITION AND/OR CONSTRUCTION TO
THE SATISFACTION OF THE OWNER. TOUCH-UP ITEMS THAT
ARE AFFECTED DURING DEMOLITION AND/OR
CONSTRUCTION.
5.THE CONTRACTOR SHALL RELOCATE THE ELECTRICAL
TRANSFORMERS AS SHOWN ON THE ELECTRICAL
DRAWINGS. THE CONTRACTOR SHALL DEMOLISH THE
ELECTRICAL PADS AND PIERS TO A DEPTH OF 2 FEET BELOW
GRADE ASSOCIATED WITH ALL RELOCATED TRANSFORMERS.
GENERAL NOTES:DESNECILREENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721SCALE IN FEET
100'50'0 2019-03-22134
PTGUYGUYMHOHEXXXXXX
X XX
XXXX XXXXXXXXXXXXXXXXXXXX X X X X X XXXXX
X
XXXXXXXXXX
5405455385395415425435445465475485405395415425
4
3
X
X
X
X
X XXXXXXSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:56 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE06.dwg WW-OA-PL-SITE06.dwg
Last Saved: 2/5/2019 2:23 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE06.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE LEWISVILLE RAW WATER PUMP STATION
.
PUMP STATION SITE PLANLRW-3.DWS
JMM
.
MRRPUMP STATION AREA PLAN1"=10'1RAWWATERPUMPSTATIONEXISTINGCHEMICALBUILDINGEXISTINGTRANSFORMERYARDACCESS HATCHEXISTINGRADIOTOWERNEW CHEMICALBUILDINGLAKEACCESSGATEDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639462-PW-PVCSCALE IN FEET20'10'03-22-2019
135
WVWVMH
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810402/06/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/5/2019 11:28 AM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-7-LL-CHEM PAVEGRADE.dwg C-7-LL-CHEM PAVEGRADE.dwgLast Saved: 1/30/2019 3:49 PM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-7-LL-CHEM PAVEGRADE.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL LAKE LEWISVILLE RAW WATER PUMP STATIONSITE GRADING PLANLRW-4BMBGRADING PLAN
1"=5'
1
NEW CHAIN LINK FENCE
CHEMICAL
BUILDING
FF=544.00
540 EXISTING CONTOURS
540 PROPOSED CONTOURS
PROPOSED TOP OF
CURB
PROPOSED TOP OF
PAVEMENT
PROPOSED NATURAL
GROUND
540.00
540.00
540.00
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
LOADING DOCK
FF=548.00
4.0'
FLEXBASE TRANSITION
FROM EXISTING TO
BOTTOM OF LOADING
DOCK
1.CONTRACTOR SHALL ENSURE THAT ALL
SIDEWALKS ADHERE TO CURRENT TDLR/TAS
STANDARDS.
2.REFER TO
ARCHITECTURAL/HVAC/PLUMBING/ELECTRICAL
PLANS FOR UTILITIES AND PAVING AROUND
THE BUILDING.
3.EXISTING TOPOGRAPHIC SURVEY DOES NOT
COVER FULL PROJECT AREA. CONTRACTOR
SHALL ADJUST GRADING AS NEEDED AROUND
THE BUILDING TO ALLOW FOR POSITIVE
DRAINAGE AWAY FROM THE BUILDING.
FLOW LINE 03/08/2019136
X X X X X X X X X
MOTOR
STARTERS
AIR HANDLING UNIT
12" SURGE RELIEF
VALVE
1/2-RW-PVC
20-RW-S
14-RW-S
14-RW-S
16-RW-S
18-RW-S
VALVE VAULT
(REFER TO NOTE 2)
24-RW-S
20
-
R
W
-
S
24-RW-S 30-RW-PCC
EXISTING CONC VAULT W/
REMOVABLE CONC TOP
CONCRETE PAD
18-RW-S
4'-2"RWP-104 RWP-103
RWP-102
RWP-101
37'-11"13'-10"
27'-6"
18" 45°
BEND
CHEMICAL INJECTION
VAULT
(TYP. 2, REFER TO
NOTES 5 AND 8)
CHEMICAL
INJECTION POINT
2'-8"2'-8"
16'-1"
LIMITS
OF
CASING
MOTOR
STARTERS
MOTOR
STARTERS
MOTOR
STARTERS
3'-9"3'-9"
3'-9"3'-9"6'-3"6'-3"SAMPLE
ANALYZER XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXWEATHER
ENCLOSURE
(REFER TO
NOTE 1)
SHIP'S
LADDER
NEW CHEMICAL BUILDING
(REFER TO DRAWING LRW-CF-6)
LAKE
ACCESS
GATE
12-SRG-S
36-RW
-
P
C
C
36-RW-PC
C
1-SA-PVCREFER TO DRAWING LRW-6
FOR ADDITIONAL
INFORMATION
12-SRG-S
2
LRW-11
LRW-11
1
18-RW-S3'-0"
5'-0"5'-0"
2-DSP-SS 2-DSP-SS
PIPE PENETRATION
(TYP.)
PIPE PENETRATION
(TYP.)342
TYPE D
342
TYPE D
2-DSP-SS
7'-0" AFF
2" HOT TAP WITH 316SS
CHEMICAL INJECTION QUILL
(REFER TO NOTE 6)
2" HOT TAP WITH 316SS
FULL PORT BALL VALVE
(CARRIER WATER SUPPLY)
2" HOT TAP WITH 316SS
FULL PORT BALL VALVE
(CARRIER WATER SUPPLY)
2" HOT TAP WITH 316SS
CHEMICAL INJECTION QUILL
(REFER TO NOTE 6)
2-D-PVC
2-D-PVCPIPE PENETRATION
(TYP.)
342
TYPE D
2-D-PVC1'-6"
ABOVEFF
OF
EACH
VAULT
CONTRACTOR SHALL FILL
VOIDS UNDER SLAB WITH
FLOWABLE FILL
2-DSP-S
S
SUMP PUMP WITH PVC
BALL CHECK VALVE AND
ISOLATING PVC BALL VALVE
SUMP PUMP WITH PVC
BALL CHECK VALVE AND
ISOLATING PVC BALL VALVE
SUMP PUMP
WITH PVC
BALL CHECK
VALVE AND
ISOLATING PVC
BALL VALVE
2-D-PVC
2-D-PVC2-D-PVCXXXXXREFER TO SHEET LRW-CF-6
FOR CONTINUATION
2-DSP-SS2-DSP-SS2-DSP
-SS2-CW-PVC
2-CW-P
V
C
2-PW-PVC2-PW-PVC
2-CW-PV
C
2-DSP-SS
EXISTING SLAB
(REFER TO NOTE 7)
16'-6"±10'-0"±YARD HYDRANT
329
-
352
-
352
-
352
-
(3) 2-DSP-SS
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 6:26 AM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-PL-SITE01.dwg WW-RWP-PL-SITE01.dwgLast Saved: 3/20/2019 3:03 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-PL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL
OVERALL YARD PIPING PLAN
1"=50'
1 LAKE LEWISVILLE RAW WATER PUMP STATION.YARD PIPING PLANLRW-5
.DWSJMM.----1.THE CONTRACTOR SHALL REMOVE THE
TEMPORARY ENCLOSURE AROUND THE
LOW-DEMAND DIVERSION VALVE
ASSEMBLY. THE CONTRACTOR SHALL
FURNISH AND INSTALL A HEATED,
INSULATED ALUMINUM ENCLOSURE. THE
ENCLOSURE SHALL BE 87-INCHES (WIDTH),
172-INCHES (LENGTH), WITH A HEIGHT OF
85-INCHES. THE ENCLOSURE SHALL BE
FURNISHED WITH FOUR (4) 1500-WATT,
SINGLE PHASE HEATERS WITH A
THERMOSTAT AND FAN. THE ENCLOSURE
SHALL BE CONSTRUCTED OF 0.063-INCH
THICK REINFORCED STUCCO EMBOSSED
ALUMINUM SHEET (ALLOY 3003),
PROVIDING ACCESS THROUGH REMOVABLE
DOORS AND BEING REMOVABLE FOR
MAINTENANCE PURPOSES.THE MODULAR
DESIGN SHALL UTILIZE TONGUE AND
GROOVE SECTIONS. THE ENCLOSURE SHALL
UTILIZE INTERNAL ALUMINUM EXTRUDED
ROOF BEAMS THE FULL WIDTH OF THE
ENCLOSURE FOR SUPPORT. THE
INSULATION SHALL A BE AT LEAST
1-1/2-INCHES THICK (R10), UNICELLULAR,
NON-WICKING, POLYISOCYANATE, SPRAYED
IN PLACE (NOT GLUED OR PINNED) TO FORM
A MONOLITHIC BOND WITH METAL
FRAMING AND SKIN. THE ENCLOSURE SHALL
BE A HOT BOX ITEM HA087172085 AS
MANUFACTURED BY HUBBELL POWER
SYSTEMS, INC., OR APPROVED EQUIVALENT.
2.THE VALVE VAULT AND THE 20-INCH
BUTTERFLY VALVE WITH ELECTRIC MOTOR
ACTUATOR WILL BE PROVIDED TO THE
CONTRACTOR BY THE CITY. THE
CONTRACTOR SHALL PLACE THE SLAB FOR
THE VAULT AND INSTALL RESTRAINED
FLANGED COUPLING ADAPTERS, PIPING
MODIFICATIONS, ETC. THE CONTRACTOR
SHALL VERIFY THE PIPE MATERIALS, SIZE,
CONNECTION METHODS, ETC. BEFORE
BEGINNING WORK. THE CONTRACTOR
SHALL PROVIDE ALL NECESSARY
APPURTENANCES FOR A FULLY FUNCTIONAL
SYSTEM.
3.COAT ALL NEW ABOVE GRADE EXTERIOR
CONCRETE SURFACES PER SECTION 09 96
00.01; INCLUDING, BUT NOT LIMITED TO,
CONCRETE WALLS, STRUCTURAL SUPPORTS,
METER VALVES, VALVE VAULTS, MANHOLES,
ETC. EXTERIOR WALLS SHALL BE COATED TO
1-FOOT BELOW GRADE. THE OWNER SHALL
SELECT COLORS.
4.COAT ALL NEW EQUIPMENT, PIPING,
FITTINGS, VALVES, SUPPORTS, ETC., EXCEPT
STAINLESS STEEL, ALUMINUM, AND
FIBERGLASS IN ACCORDANCE WITH SECTION
09 96 00.01. THE OWNER SHALL SELECT
COLORS.
5.THE CONTRACTOR SHALL REMOVE THE
EXISTING VAULT TOP FROM THE EXISTING 5'
X 5' PRE-CAST VAULT AND REPLACE WITH A
PRE-CAST VAULT TOP SECTION. THE
PRE-CAST VAULT TOP SECTION SHALL BE
H20 RATED WITH A H20 RATED ACCESS
HATCH. THE CONTRACTOR SHALL FIELD
VERIFY ALL DIMENSIONS PRIOR TO
PREPARING SHOP DRAWING AND ORDERING
MATERIALS. THE ACCESS HATCH SHALL BE A
HALLIDAY H1W3030, BILCO J-2ALH20, OR
APPROVED EQUIVALENT.
6.THE CONTRACTOR SHALL FURNISH TWO (2)
CHEMICAL INJECTION QUILLS, ONE AT EACH
VAULT, FOR SODIUM PERMANGANATE
INJECTION. THE INJECTION ASSEMBLY
SHALL BE A SAF-T-FLO HS-250-S-S-10-0-06
OR APPROVED EQUIVALENT. STAINLESS
STEEL COMPONENTS SHALL BE TYPE 316.
7.CONTRACTOR SHALL INSTALL 12" TALL X 12"
WIDE CURB ON EXISTING SLAB.
CONTRACTOR SHALL PROVIDE A
SYNKO-FLEX WATER STOP, OR APPROVED
EQUIVALENT WITH #5 @ 18" O/C EPOXY
REBAR WITH 6" EMBEDMENT AND (2) # 5
EQUALLY SPACED IN THE CURB HEIGHT.
8.THE CONTRACTOR SHALL REMOVE THE
VENT PIPING FROM THE TWO CHEMICAL
INJECTION VAULTS. THE CONTRACTOR
SHALL CUT THE STEEL PIPE 6-INCHES FROM
THE OUTSIDE OF THE VAULT AND INSTALL A
BLIND FLANGE OR PLUG ON THE END OF
THE PIPE.
GENERAL NOTES:DESNECILREENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721SCALE IN FEET
100'50'0 2019-03-22137
RAW WATER PUMP STATION
TO GTG EL
530.10
2'-9"3'-9"2'-6"4'-0"3'-6"3'-6"
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:05 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-PL-SITE02.dwg WW-RWP-PL-SITE02.dwgLast Saved: 2/5/2019 2:49 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-PL-SITE02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL
UPPER PLAN "PUMP ROOM"
3/8"=1'
1 LAKE LEWISVILLE RAW WATER PUMP STATION.PUMP ROOM PIPING PLANSLRW-6
.DWSJMM.----EX
LADDER
REMOVABLE
PLANK GRATING
PANEL AT
EX LADDER
MIDDLE PLAN "VALVE PLATFORM"
3/8"=1'
2
1.THE CONTRACTOR SHALL REPLACE THE SHIP'S LADDER AND RAILING. THE SHIP LADDER SHALL EXTEND FROM THE PUMP LEVEL (541.00±) TO THE VALVE LEVEL (ELEV.
531.10±). THE CONTRACTOR SHALL VERIFY OPENING SIZE AND ELEVATIONS PRIOR TO ORDERING AND INSTALLING REPLACEMENT LADDER. THE LADDER SHALL COMPLY
WITH THE SPECIFICATIONS AND OSHA REQUIREMENTS. THE LADDER SHALL BE THE ALTERNATING TREAD TYPE CONSTRUCTED OF STAINLESS STEEL (TYPE 304). THE
LADDER HANDRAILING (STAINLESS STEEL TYPE 304) SHALL EXTEND ABOVE THE PUMP LEVEL BY A MINIMUM OF 42-INCHES AND THE PASS-THROUGH OPENING SHALL BE
FURNISHED WITH A SELF-CLOSING SAFETY GATE CONSTRUCTED OF STAINLESS STEEL (TYPE 304).
2.THE GALVANIZED STEEL GRATING SHALL BE REPLACED AS REQUIRED IN THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL OPENINGS IN THE
GRATING ASSOCIATED WITH ACCESS, PIPING, VALVE STEMS, ETC., AS NECESSARY TO AVOID CONFLICTS. GRATING SHALL BE DESIGNED AND INSTALLED SUCH THAT
SECTIONS CAN EASILY BE REMOVED TO FACILITATE RAW WATER PUMP MAINTAINENCE AND REMOVAL ACTIVTIES. GRATING SHALL BE FULLY BANDED AROUND ALL
OPENINGS.
3.THE CONTRACTOR SHALL ABRASIVE BLAST THE PIPING IN THE VALVE PLATFORM AREA OF THE RAW WATER PUMP STATION. THE CONTRACTOR SHALL APPLY A
PROTECTIVE COATING SYSTEM AS SPECIFIED IN SECTION 09 96 00.01 ON ALL EXISTING AND NEW PIPE, VALVES, EQUIPMENT, APPURTENANCES, ETC. IN ADDITION TO
COATING THE PIPING, THE CONTRACTOR SHALL RE-COAT THE PUMP HEAD. THE CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT DURING THE ABRASIVE BLASTING
PROCESS AND SHALL SETUP CATCH SYSTEMS TO KEEP THE ABRASIVE BLASTING MATERIAL AND DEBRIS FROM FALLING INTO THE WETWELL.
4.THE CONTRACTOR SHALL CORE TWO HOLES IN THE WESTERN PART OF THE PUMP ROOM SLAB TO ACCOMMODATE THE 36-INCH GATE VALVE STEM OPERATORS. THE
CORES SHALL BE LARGE ENOUGH FOR THE STEM EXTENSIONS FOR THE STEM, OPERATING NUT, AND STEM EXTENSION COUPLING/FLANGE TO PASS THROUGH WITH AT
LEAST 1-INCH SPACE ON ALL SIDES. THE CONTRACTOR SHALL APPLY A COATING TO THE INTERIOR SURFACES OF THE CONCRETE CORE TO PROTECT THE EXPOSED
REINFORCING STEEL.
5.THE CONTRACTOR SHALL REPLACE THE EXISTING 12-INCH SURGE RELIEF VALVE AS SPECIFIED IN SECTION 40 05 43. THE CONTRACTOR SHALL VERIFY AND COORDINATE
THE TYPE AND SIZE OF THE CONNECTIONS TO THE EXISTING PIPING.
6.THE CONTRACTOR SHALL FURNISH AND INSTALL FOUR (4) DRIPMASTER EDD-4C (VERTICAL TURBINE PUMP OIL LUBRICATION CONTROL AND MONITORING DEVICE) AS
MANUFACTURED BY HOFFMANN AND HOFFMANN), ONE AT EACH VERTICAL TURBINE PUMP. THE EXISTING OIL/LUBRICATION RESERVOIR SHALL BE UTILIZED. THE UNITS
SHALL 115 VAC/10 VA, BE EQUIPPED WITH A 24 V DC/AC NORMAL/PRE-LUBE (PUMP OFF) MODE TOGGLE, AND BE EQUIPPED WITH THREE DRY CONTACTS (OIL LOW
LEVEL, PULSE DRIP IDENTIFICATION, AND SUFFICIENT LUBRICATION). THE UNIT WILL RECEIVE NORMAL/PRE-LUBE MODE COMMAND FROM THE SCADA/PLC SYSTEM. THE
UNIT WILL PROVIDE DROP PULSES, SUFFICIENT LUBRICATION STATE, AND LOW OIL LEVEL ALARM TO THE SCADA/PLC SYSTEM.
7.THE CONTRACTOR SHALL PROVIDE A MEANS TO INSTALL AND REMOVE GRATING WITH THE VALVE STEM EXTENSIONS IN PLACE.
GENERAL NOTES:2'-6"±2'-10"±
2'-11"±3'-8"±3'-7"±2'-11"±
3'-1"±5'-0"±PUMP COLUMN
(TYP OF 4)
GRATING
REPLACEMENT
EXISTING 1-1/2"
THICK ALUMINUM
PLATE GRATING
16-RW-S
14-RW-S
14-RW-S
20-RW-S
12-SRG-S
AIR HANDLING UNIT
MOTOR STARTER
MOTOR STARTER MOTOR STARTER
MOTOR STARTER1'-3"±16'-0"±13'-10"±1'-4"±12" SURGE RELIEF VALVE
(REFER TO NOTE 5)
SHIP'S LADDER
AND RAILING
(REFER TO NOTE 1)
PUMP PADS
(TYP OF 4)
RWP-104
RWP-103
RWP-102
RWP-101 18-RW-S1'-5"±13'-9"±13'-11"±1'-2"±
36" GATE VALVE
ELECTRIC MOTOR
ACTUATOR AND
ACTUATOR STAND
(TYP.2)
(REFER TO NOTES 4
AND 7)
3
LRW-9
3
LRW-9
EXISTING
CONCRETE
WETWELL18-RW-S36-RW-PC
C
36-RW-
P
C
C
16-RW-S
20-RW-S
14-RW-S
14-RW-S
10-RW-S
2-DSP-SS
7'-0" AFF
PIPE PENETRATION
@ ELEV. 543.00 (TYP.)
REFER TO LRW-5
FOR PIPING
CONTINUATION
342
TYPE D
16-RW-S
3-D-PVC
(EXISTING)
INTAKE ISOLATION GATE
VALVE STEM EXTENSION
(TYP.2)(REFER TO NOTE 7)
2-DPS-SS
(TYP.4)
10" CHECK VALVE
14" CHECK VALVE
(TYP.2)
16" CHECK VALVE
16" RESTRAINED FCA
2-D-PVC
2-D-PVC (DISCHARGE AT
GRATING)
14" RESTRAINED FCA
(TYP. 2)
10" RESTRAINED FCA
(TYP. 2)
2-D-PVC (REFER TO LRW-5
FOR CONTINUATION)
2" 90 DEG BEND
(TYP.)DESNECILREENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721REFER TO SHEET LRW-9 FOR
ADDITIONAL DETAILS
0
3/8"=1'-0
1'2'4'
4
LRW-6 2019-03-22138
2'-9"3'-9"4'-0"3'-6"3'-6"2'-6"3'-11"3'-11"6"EX TO GTG EL530.10 ±112" THK ALUM.PLANK GRATING(UNPUNCHED)SEE NOTEPIPES4C5. 4 CONTWET WELL PLATFORM MODIFICATION PLAN1/2"=1'-0"2PLAN NOTES:1.REPLACE EXISTING GRATING WITH ALUM PLANK GRATING AS SHOWN.2.COORDINATE NEW PLANK GRATING SUPPORT REQUIREMENTS DIMENSIONS AND ELEVATIONSWITH EXISTING FRAMING.3.FIELD VIRIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION.4.COORDINATE ALL PENETRATIONS REQUIRED IN PLANK GRATING WITH MECHANICAL ANDEXISTING PIPING. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED AROUND PENETRATIONS.5.PROVIDE PROTECTIVE COATING ALUMINUM GRATING IN CONTACT WITH DISSIMILARMATERIALS PER SPECT 09900.6.STRUCTURAL SUPPORT BEAMS AND CONNECTIONS TO BE INSPECTED DURING REPAIR OFPLATFORM, CONTACT ENGINEER FOR INSPECTION.CONCRETEWETWELL1LRW-82LRW-82'-9"3'-9"4'-0"3'-6"3'-6"2'-6"3'-11"3'-11"EX TO GTG EL530.10 ±WET WELL PLATFORM DEMO PLAN1/2"=1'-0"1DEMO PLAN NOTES:1.COORDINATE ALL GRATING DEMO WITH MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO DEMO2.TEMPORARILY SUPPORT ALL THE LOOSE ITEMS AS REQUIRED.3.FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION.DEMO EX 112"GALV STEEL GTGTO THE EXTENTSSHOWNALL FRAMING TOREMAIN112" THK ALUM.PLANK GRATINGTO REMAINPIPINGPENETRATIONSNORTHNORTHCONT CONCRETEBRACKET BELOWLADDER4x3x14" TYPBETWEEN BEAMUNOSPANSPANSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:18 PM Plot By: 02856 Filename: n:\ST\ST-PRV-PL-FNDN01.dwg ST-PRV-PL-FNDN01.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-PRV-PL-FNDN01.dwgACAD Rel: 21.0s (LMS Tech)
LAKE LEWISVILLE RAW WATER PUMP STATION
.
VALVE PLATFORM PLANSLRW-7.1'1/2"=1'-0"02'4'STRUCTURAL
3/20/2019139
3'-4"STEEL FRAME FOR HVAC SF-2SOUTHWEST WALL3/8"=1'-0"310'-2"EQUALEQUAL+/-6-5-NEWC8x11.5SECTION1-1/2"=1'-0"1112"6"9"4"NEWALUMINUMPLANK GRATING(112" THICK)PROVIDE PROTECTIVECOATING B/W ALUMGRATING AND EXIST STEELFRAMING PER SPEC 09900TO GTG EL530.10'SECTION1-1/2"=1'-0"2112"6"9"NEW ALUMGRATING (112"THICK)PROVIDE PROTECTIVECOATING B/W ALUMGRATING AND EXIST STEELFRAMING PER SPEC 09900TO GTG EL530.10'4C5.4WELD AND SEALMETALFLASHINGSEALANT ALLAROUNDWELD AT SEALEXISTING WALLFLASHING DETAIL3"=1'-0"4C8X11.5TYP CONNECTION DETAIL3"=1'-0"6TYP CONNECTION DETAIL3"=1'-0"516GA CLIP WITH(4) #10 SCREWSEACH SIDE TYP16GA CLIP WITH(6) #10 SCREWSEACH SIDE TYPSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:19 PM Plot By: 02856 Filename: n:\ST\ST-PRV-DT-CONC.dwg ST-PRV-DT-CONC.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-PRV-DT-CONC.dwgACAD Rel: 21.0s (LMS Tech)
LAKE LEWISVILLE RAW WATER PUMP STATIOIN
.
VALVE PLATFORM SECTIONSLRW-8.08"1-1/2"=1'-0"4"1'STRUCTURAL03/8"=1'-01'2'4'03"=1'-0"4"2"1"8"3/20/2019140
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:05 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-SC-SITE03.dwg WW-RWP-SC-SITE03.dwgLast Saved: 2/5/2019 3:07 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-SC-SITE03.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL LAKE LEWISVILLE RAW WATER PUMP STATION.PUMP STATION PIPING SECTIONSLRW-9
.DWSJMM.----SECTION
1/4"=1'
3
LRW-6
14-RW-S
16-RW-S 20-RW-S
ELEV. 473.00±
36-RW-S
CL ELEV. 480.00±
ELEV. 530.10±
FF ELEV.
541.00±8'-0"SPACING(TYP)VALVE
SUPPORT
36" DOUBLE DISK
SLIM LINE GATE
VALVE
CHEMICAL
INJECTION
316SS STEM
GUIDE (TYP.)
16" RESTRAINED
FCA (BEYOND)
16" CHECK VALVE
(BEYOND)
14" RESTRAINED
FCA
ADJUSTABLE PIPE
SUPPORT W/UPLIFT
RESTRAINT AT EACH
CHECK VALVE
14" CHECK
VALVE
ELECTRONIC MOTOR
ACTUATOR AND
OPERATOR STAND
374
SIM
340
TYPE F
373
.
1&2
LRW-10
1.REFER TO DRAWING LRW-5 FOR ADDITIONAL NOTES.
2.THE CONTRACTOR SHALL REMOVE THE FOUR (4) EXISTING
2-INCH AIR RELEASE/AIR-VACUUM VALVES AND FURNISH
AND INSTALL FOUR (ONE ON EACH PUMP DISCHARGE)
2-INCH 316SS FULL-PORT BALL VALVES WITH 2-INCH AIR
RELEASE/AIR-VACUUM VALVES WITH ANTI-SLAM
PROVISIONS. THE EXISTING AIR RELEASE VALVE VENT PIPING
SHALL BE REPLACED WITH 304SS PIPING AND EXTEND FROM
THE AIR RELEASE VALVES TO 3-INCHES ABOVE THE GRATING.
3.AS PART OF THE FCA AND CHECK VALVE REPLACEMENT, THE
CONTRACTOR SHALL FURNISH AND INSTALL NEW BOLT/NUT
SETS AND GASKETS. THE CONTRACTOR SHALL FURNISH AND
INSTALL INSULATING GASKET AND BOLT/NUT SETS
BETWEEN THE CHECK VALVE AND PIPING DUE TO
DISSIMILAR METALS.
4.THE CONTRACTOR SHALL ABRASIVE BLAST THE PIPING IN
THE VALVE PLATFORM AREA OF THE RAW WATER PUMP
STATION. THE CONTRACTOR SHALL APPLY A PROTECTIVE
COATING SYSTEM AS SPECIFIED IN SECTION 09 96 00.01 ON
ALL EXISTING AND NEW PIPE, VALVES, EQUIPMENT,
APPURTENANCES, ETC.
5.THE CONTRACTOR SHALL FURNISH AND INSTALL VALVE
STEM SUPPORT GUIDES FOR THE 36-INCH GATE VALVES.
THE STEP SUPPORT GUIDES SHALL BE CONSTRUCTED OF
316SS. THE ANCHORS AND HARDWARE SHALL BE 316SS.
6.ONLY ONE INTAKE PIPE IS SHOWN IN THIS SECTION. THE
UPPER INTAKE IS AT A CENTERLINE OF 505.0±. THE
CONTRACTOR SHALL EXTEND (2) 2-DSP-SS TO THAT INTAKE
ELEVATION.
7.PIPE SUPPORTS FOR THE (4) 2-DSP-SS SHALL BE PER DETAIL
340 TYPE I CONSTRUCTED OF 316SS WITH 316SS ANCHORS.
8.THE VALVE SUPPORT FOR THE 505.0 INTAKE SHALL BE PER
DETAIL 2 ON DRAWING LRW-10.
9.THE 2-DSP-SS INJECTION LOCATION ON THE TWO 36" FLG X
PE SPOOL PIECE SHALL BE LOCATED ON THE HORIZONTAL
CENTERLINE OF THE PIPE. THE CONTRACTOR SHALL
FURNISH TWO (2) CHEMICAL INJECTION QUILLS, ONE AT
EACH VAULT, FOR SODIUM PERMANGANATE INJECTION.
THE INJECTION ASSEMBLY SHALL BE SAF-T-FLO
HS-250-S-S-10-0-06 OR APPROVED EQUIVALENT. STAINLESS
STEEL COMPONENTS SHALL BE TYPE 316.
GENERAL NOTES:
(4) 2-DSP-SS
(REFER TO NOTE 7)
(4) 2-DSP-SS
7'-0"AFF REFER TO
LRW-6 FOR ROUTING
2-1/2" TAP WITH CORP.
STOP TO ACCOMMODATE
2-DSP-SS FOR CHEMICAL FEED
(TYP. 2 INTAKE LOCATIONS)
2-DSP-SS
(REFER TO NOTE 6)
36" FLG. X PE
STEEL SPOOL (1'-0" LENGTH)
W/2-1/2" WELD-O-LET
ATTACHED 2-DSP-SS TO
INSIDE OF 36-RW-S WITH
316SS ANVIL FIGURE 126 OR
APPROVED EQUIVALENT
USING 316SS HARDWARE DESNECILREENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721316SS GATE VALVE
OPERATING STEM
(TYP.)
2-DSP-SS
ELEV. 530.10±
FF ELEV.
541.00±
36" INTAKE
CL ELEV. 480.00±
36" INTAKE
CL ELEV. 505.00±
2" SS 90° BEND
(TYP)2" SS TEE
(TYP)2-DSP-SS
(TYP. OF 4)
UPPER INTAKE
SCREEN INJECTION
2-DSP-SS
SODIUM PERMANGANATE
PIPING SCHEMATIC
(NOT TO SCALE)
4
LRW-9
UPPER INTAKE
GATE INJECTION
2-DSP-SS
2" FULL PORT
316SS BALL VALVE
(TYP. OF 4)
LOWER INTAKE
SCREEN INJECTION
2-DSP-SS
LOWER INTAKE
GATE INJECTION
2-DSP-SS
CORE OPENING FOR PIPE
PENETRATION SIMILAR TO
(TYP. OF 4)
342
TYPE-C
MODIFY GRATING TO
ACCOMMODATE PIPING
AND ALLOW REMOVAL
OF GRATING (TYP. OF 4)
INJECTION AT GATE
(REFER TO NOTE 9)
(TYP. OF 2)INJECTION AT SCREEN
W/CORPORATION STOP
TO PASS 2-DSP-SS INTO
36" LINE (TYP. OF 2)
REFER TO LRW-13 OR
PIPING CONTINUATION
(SIM. FOR EACH INTAKE)4'-0"7'-0"AFF316SS
UNISTRUT
PIPE
SUPPORT
(TYP)
1/4"=1'-0"
2'0 1'4'8'2019-03-22141
3-5'-0"3'-6"1'-0"DRILL & EPOXY6" EMBED#6 @6"C/C#4 @6"C/C W/STD HOOKS1'-0"BOTTOM DOUBLE DISK LINEGATE SUPPORT PEDESTAL PLAN3/4"=1'-0"13'-6"3'-1012"PEDESTAL SECTION3/4"=1'-0"3#6 @6"C/CEDGE OF EXISTINGWALL#4 @6"C/C W/STD HOOKSCORBEL SECTION3/4"=1'-0"4EXISTINGWALL1'-0"
1'-6"#6 @6"C/CDRILL & EPOXY9" EMBEDEDUPPER DOUBLE DISK LINEGATE SUPPORT CORBEL PLAN3/4"=1'-0"23'-1012"EDGE OF WALL#6 @6"C/C4-4'-6"NOTES:1.REFER TO GENERAL NOTES S1 FOR DRILL AND EPOXY.2.CONTRACTOR TO VERIFY THE COMPRESSIVE STRENGTH OFCONCRETE. MINIMUM COMPRESSIVE STRENGTH OFCONCRETE TO BE 2500 PSI. CONTACT DESIGN ENGINEERFOR DISCREPENCY.3.CONTRACTOR TO FIELD VERIFY DIMENSION PRIOR TO FABRICATION.DRILL & EPOXY9" EMBED36" DOUBLE DISKLINE GATESHIM PLATE ASREQUIRED#4 @6"C/C W/STD HOOK, EF2"#4 @12"C/CW/ STD HOOK,T&B2"#4 @12"C/C W/STD HOOK, T&B#4 @12"C/C W/ STDHOOKS, EF2"
CLR TYP
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:19 PM Plot By: 02856 Filename: n:\ST\ST-RWP-PL-SITE.dwg ST-RWP-PL-SITE.dwg
Last Saved: 1/30/2019 5:29 PM Saved By: 02856Filename: n:\ST\ST-RWP-PL-SITE.dwgACAD Rel: 21.0s (LMS Tech)
LAKE LEWISVILLE RAW WATER PUMP STATION
VALVE SUPPORT PLAN AND SECTIONSLRW-10.PKC
MDB
.
MRR03/4"=1'-06"1'2'STRUCTURAL
3/20/2019142
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:06 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-SC-SITE01.dwg WW-RWP-SC-SITE01.dwgLast Saved: 2/5/2019 3:11 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-SC-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL LAKE LEWISVILLE RAW WATER PUMP STATION.YARD PIPING FACILITIESLRW-11
.DWSJMM.----SECTION
3/8"=1'
5
PLAN
3/8"=1'
4
UPPER PLAN
1/2"=1'
2
SECTION
1/2"=1'
3
LOWER PLAN
1/2"=1'
11'-6"6"5'-0"6"6"6'-0"6"1'-0"6"2'-0"3'-0"6"1'-0"1'-0"6"2'-0"4'-0"6"1'-0"
3'-0"2'-0"2'-0"
1'-0"1'-0"1'-0"1'-0"
A2'-6"48" X 60" FRAME
AND COVER
(REFER TO NOTE 2)
PRE-CAST VAULT
(REFER TO NOTE 4)
MOW STRIP
PRE-CAST VAULT
(REFER TO NOTE 2)
20" RESTRAINED
FCA
PIPE PENETRATION
20" BUTTERFLY VALVE
W/ELECTRICAL MOTOR
ACTUATOR
(REFER TO NOTE 2)
FOR CONTINUATION
REFER TO LRW-5
8" TOP SLAB W/
FRAME AND COVER
(REFER TO NOTE 2)
4' TALL PRE-CAST
RISER SECTION
(REFER TO NOTE 2)
6' TALL PRE-CAST
RISER SECTION
(REFER TO NOTE 2)
SYNKO-FLEX
AT PIPE OPENING
CONCRETE
CLOSURE
TOP OF SLAB
ELEV. 531.00
DUPLEX
SUMP PUMP
SYNKO-FLEX WATERSTOP
(TYP.AROUND STRUCTURE AT
EACH JOINT)
4' X 2' PIPE OPENING
IN BASE SECTION
1" PVC
BALL VALVE
(TYP)
1" PVC
BALL CHECK
VALVE (TYP)
2" DIA. OPENING
IN SECTION
545
TYPE A
1'-6"10'-0"1'-4"
15'-2"
1'-4"
2'-8"2'-8"
1'-4"1'-0"6'-1"1'-0"6'-1"1'-0"1'-4"1'-6"8"1'-4"8"1'-4"1'-6"
10-RW-S
TOP OF SLAB
EL. 541.50±
ROUGHEN SURFACE TO
1/4" AMPLITUDE TO WITHIN
1" OF EDGE. APPLY EPOXY
BONDING AGENT PRIOR
TO PLACING CONCRETE
(REFER TO DRAWING
LRW-12 FOR STRUCTURAL
DETAILS)
10" BALL
VALVE
18-RW-S
10" GATE
VALVE
SLAB EXTENSION
ALUMINUM HEATED ENCLOSURE
(REFER TO DRAWING LRW-5, NOTE 1)
10" FCA
18" X 10"
REDUCING
90° BEND
(TYP.)
18" X 10"
REDUCING
90° BEND
(TYP.)
10" FCA
10" BALL
VALVE
10" GATE
VALVE
18-RW-S
1.REFER TO DRAWING LRW-5 FOR ADDITIONAL NOTES.
2.THE VALVE VAULT AND THE 20-INCH BUTTERFLY VALVE WITH ELECTRIC MOTOR ACTUATOR WILL BE PROVIDED TO THE CONTRACTOR BY THE
CITY.
A.THE CITY FURNISHED VAULT HAS INTERNAL DIMENSIONS OF 5'-0” BY 6'-0” WITH A WALL THICKNESS OF 6-INCHES. THE VAULT IS
PROVIDED IN THREE (3) VERTICAL SECTIONS: (1) THE BOTTOM SECTION HAS A HEIGHT OF 6'-0” (APPROXIMATE
WEIGHT 9,800 LBS), (2) RISER SECTION 4'-0” (APPROXIMATE WEIGHT 7,350 LBS), AND THE TOP SLAB (APPROXIMATE
WEIGHT 3,675 LBS). THE TOP SLAB WILL BE PROVIDED WITH A 48” x 60” FRAME AND COVER, DOUBLE HINGED, TORSION
ASSIST (H-20 LOAD). THE RISER SECTION IS PROVIDED WITH FOUR (4) 2-INCH HOLES (3 LOCATED IN THE WEST WALL AND 1 IN THE NORTH
WALL). THESE OPENINGS SHALL BE UTILIZED FOR THE ELECTRICAL/INSTRUMENTATION CONDUITS AND SUMP PUMP DISCHARGE. IN
ADDITION TO THESE SECTIONS, THE CONTRACTOR SHALL PROVIDE AN ADDITIONAL 2'-0” RISER SECTION.
B.THE CITY FURNISHED VALVE AND ACTUATOR IS A 20-INCH FLANGED 250B BUTTERFLY VALVE (DEZURIK-APCO
BAW,20,F2,DI,EPDN-EPDM,250B,DI-S5*X MODIFIED) WITH AUMA OPEN-CLOSE ELECTRIC MOTOR ACTUATOR (SA10.2/GS1003/ACO1.2
240V/3PH -C-EMO WITH A 60 SECOND OPERATING TIME). THE BUTTERFLY VALVE IS A DUCTILE IRON BODY WITH ANSI 250# FLANGE
DRILLING PATTERN WITH EPDM PACKING AND SEAT, DUCTILE IRON DISC WITH 316SS EDGE, AND A 17-4PH STAINLESS STEEL SHAFT.
C.THE CONTRACTOR SHALL VERIFY THE PIPE MATERIALS, SIZE, CONNECTION METHODS, ETC. BEFORE BEGINNING WORK.
D.THE CONTRACTOR SHALL INSTALL THE SLAB AND OWNER FURNISHED VAULT SECTIONS AT AN ELEVATION TO ALLOW VEHICLE TRAFFIC TO
PASS THROUGH THE AREA COORDINATE SLAB ELEVATION WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT.
3.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY APPURTENANCES FOR A FULLY FUNCTIONAL SYSTEM. THE CONTRACTOR SHALL FURNISH
AND INSTALL RESTRAINED FLANGED COUPLING ADAPTERS, PIPING MODIFICATIONS, PIPE SUPPORTS, ETC.
4.COAT ALL ABOVE GRADE EXTERIOR CONCRETE SURFACES PER SECTION 09 96 00.01; INCLUDING , BUT NOT LIMITED TO, CONCRETE WALLS,
STRUCTURAL SUPPORTS, METER VALVES, VALVE VAULTS, MANHOLES, ETC. EXTERIOR WALLS SHALL BE COATED TO 1-FOOT BELOW GRADE.
THE OWNER SHALL SELECT COLORS.
5.COAT ALL NEW EQUIPMENT, PIPING, FITTINGS, VALVES, SUPPORTS, ET., EXCEPT STAINLESS STEEL, ALUMINUM, AND FIBERGLASS IN
ACCORDANCE WITH SECTION 09 96 00.01. THE OWNER SHALL SELECT COLORS.
GENERAL NOTES:
TOP ELEV.
541.67
20-RWS
CL ELEV. 532.33±
5
1'-6" MOWSTRIP
1'-6"1'-6"1'-6"7'-1"14'-4"
3
FILL VOID
WITH CONCRETE
ADJUSTABLE
PIPE SUPPORT DESNECILREENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721342
TYPE D
352
340
TYPE F 2019-03-22143
1'-6"10'-0"1'-6"13'-0"20'-10"1'-6"15'-2"1'-4"1'-6"1'-4"3-WEATHER ENCLOSUREFOUNDATION PLAN3/8"=1'-0"14-2'-0"6'-0"2'-0"
10'-0"2'-0"7'-0"2'-0"11'-0"5-VALVE VAULTFOUNDATION PLAN1/2"=1'-0'2PRECAST CONCVALVE VAULT REFERTO SPECS XXXX2'x2'x2' SUMP5'-0"
FLOWABLE
FILL
2'-0"1'-0"1'-0"2'-0"2'-0"2'-0"1'-0"2'-0"1'-0"SECTION3/4"=1'-0"5-PRECAST COWLVALVE VAULT#5 @ 6"C/C#5 @ 6"C/C#5 @6"C/C, EW(2) #5 REBAR DWL 6" LGEMBED @ 12"C/C SETWITH EPOXY REFERMANUFACTURER SPECS(2) #5 T&B#3 TIES @12"C/C(2) #5 REBAR DWL 6" LGEMBED @ 12"C/C SETWITH EPOXY REFERMANUFACTURER SPECS#3 TIES @12"C/CSECTION1"=1'-0"4-SECTION1"=1-0"3-2'-0"6"1'-4"1'-4"8"
2'-0"1'-6"1'-6"(2) #5 T&B8"8"3"#4 @ 12"C/C, EW#4 @ 12"C/C, EWSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:20 PM Plot By: 02856 Filename: n:\ST\ST-MVL-PL-FNDN.dwg ST-MVL-PL-FNDN.dwg
Last Saved: 2/4/2019 4:48 PM Saved By: 02856Filename: n:\ST\ST-MVL-PL-FNDN.dwgACAD Rel: 21.0s (LMS Tech)01"=1'-0"6"1'2'03/4"=1'-06"1'2'03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'LAKE LEWISVILLE RAW WATER PUMP STATION
PIPING ENCLOSURE PLANS AND SECTIONSLRW-12.PKC
WHW
.
MRR
STRUCTURAL
3/20/2019144
2" @6"C/C2" @6"C/CSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:07 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-IM-PL-SITE01.dwg WW-IM-PL-SITE01.dwg
Last Saved: 2/5/2019 3:14 PM Saved By: 02812Filename: N:\WW\Drawings\WW-IM-PL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE LEWISVILLE RAW WATER PUMP STATION
LAKE LEWISVILLE
LOWER INTAKE MODIFICATIONS PLANLRW-13.DWS
JMM
.
----03/4"=1'-06"1'2'08"1-1/2"=1'-0"4"1'GENERAL NOTESTOP PLAN3/4"=1'-0"1DETAIL1 1/2"=1'-0"26'-6"
1'-0"6"4'-0"6"1'-0"
6'-6"11'-0"2'-0"2'-0"±8"±1'-8"±8"±1'-0"±W8x24 (TYP)12" SKIN PLATE1/2'" SKIN PLATELEAN CONCRETEFILL48"x48" OPENINGW/18" PROJECTIONSTOP LOGSWITH LIFTINGATTACHMENTSW12x40 (TYPOF 4)12" SKIN PLATEEXISTINGINTAKESTRUCTURE12" SKIN PLATEL6x6x34"36"Ø PIPEAROUNDOPENINGTYPTYPW8x2412" SKIN PLATE12" SKIN PLATEW8x2412" END PLATE (TYP)3LRW-144LRW-1421.TENTATIVE RAW WATER INLET CONSTRUCTION: THE FOLLOWING IS A TENTATIVE SEQUENCE OF CONSTRUCTION FOR THE RAW WATER INLET MODIFICATION. THE SEQUENCEIS BASED UPON THE DETAILS SHOWN FOR THE INLET. THE CONTRACTOR MAY ALTER THE SEQUENCE, SO LONG AS THE INTENDED RESULTS ARE ACHIEVED. THE CONTRACTORMAY SUBMIT ALTERNATIVE DESIGNS FOR THE INLET STRUCTURE FOR REVIEW AND APPROVAL.A. CONTRACTOR SHALL PLACE H-PILES AS SHOWN ON DRAWINGS. H-PILES SHALL HAVE PRE-CUT SLOTTED OPENINGS (ONE ON EACH SIDE OF THE WEB) TO ACCOMMODATE 1-INCH DIAMETER BOLTS TO SECURE THE INLET STRUCTURE.B. EACH INDIVIDUAL COMPONENT SHALL BE COATED PER SECTION 09 96 00.01 PRIOR TO ASSEMBLY OF THE STRUCTURE. THE COATING SYSTEM SHALL BE TOUCHED UP AND/OR REPAIRED PER THE RECOMMENDATIONS OF THE COATING MANUFACTURER AFTER THE ASSEMBLY SO THAT THE COATING SYSTEM IS INTACT PRIOR TO SUBMERGING THE INLET STRUCTURE. THE INLET BOX SHALL BE ASSEMBLED AND WELDED (NO BOLTED CONNECTIONS TO ASSEMBLY INLET STRUCTURE) AFTER COATING. THE COATING SYSTEM SHALL BE TOUCHED UP AFTER THE WELDING IS COMPLETE.C. ASSEMBLE THE INLET STRUCTURE AS SHOWN ON THE PLAN AND SECTIONS.D. LOWER THE ASSEMBLED INLET STRUCTURE OVER THE H-PILES. CONTRACTOR SHALL SECURE THE 6X6X34 ANGLES TO THE H-PILES WITH 1-INCH DIAMETER BOLTS, WASHERS, AND NUTS AS SHOWNE. AFTER THE INLET STRUCTURE FINAL POSITION IS SET, PLACE LEAN CONCRETE INSIDE OF STRUCTURE AS SHOWN ON THE PLANS AND SECTION. EXTREME CAUTION SHALL BE TAKEN DURING CONCRETE PLACEMENT. THE SET INLET POSITION SHALL BE MAINTAINED DURING THE CONCRETE PLACEMENT. NO CONCRETE SHALL BE ALLOWED TO FLOW INTO OR BLOCK THE EXISTING INLET STRUCTURE OPENING. CONTRACTOR SHALL PROVIDE ADEQUATE SPACE AROUND EXISTING INLET STRUCTURE GRATE TO ALLOW REMOVAL. THE CONTRACTOR SHALL INSTALL CONCRETE FILL SO THAT THE WEIGHT OF CONCRETE IS BEARING ON GROUND AND EXISTING CONCRETE STRUCTURE AND NOT THE INLET PIPE.F. REMOVE VERTICAL STEEL MEMBERS AT CUT-OFF POINT AT INDICATED LOCATIONS AFTER CONCRETE HAS REACHED ITS DESIGN STRENGTH. WITH ENGINEER'S APPROVAL, CONTRACTOR MAY PROVIDE BOLTED CONNECTS AT CUT-OFF POINTS.G. ALL COATING SYSTEMS DAMAGED DURING PLACEMENT, CUTTING, OR WELDING ACTIVITIES SHALL BE REPAIRED PER THE COATING SYSTEM MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.2.ALL BOLTS, NUTS, AND WASHERS SHALL BE ASTM F3135 GRADE A325.3.ALL SUBMERGED COMPONENTS EXCEPT GALVANIZED STEEL, STAINLESS STEEL, COPPER, AND FIBERGLASS, SHALL BE COATED PRIOR TO INSTALLATION PER SECTION 09 9600.01. ALL COATED SURFACES SHALL BE TOUCHED UP AND REPAIRED AFTER INSTALLATION IS COMPLETE.4.THE CONTRACTOR SHALL FURNISH AND INSTALL A ½-INCH THICK (MINIMUM), ELASTOMERIC BEARING PAD WITH A 50 DUROMETER. THIS BEARING PAD SHALL BE PLACEDBETWEEN THE STEEL PLATE AND PIPE AND CONCRETE. THE CONTRACTOR SHALL INSTALL THE INTAKE ASSEMBLY SUCH THAT THE ASSEMBLY DOES NOT TRANSFER LOADS TOTHE EXISTING PIPE. THE ELASTOMERIC BEARING PAD SHALL PROVIDE A SEAL AT THIS INTERFACE. THE CONTRACTOR SHALL UTILIZE A FLEXIBLE SEALANT MATERIAL SUITABLEFOR UNDERWATER INSTALLATION TO FILL ADDITIONAL GAPS.5.THE CONTRACTOR SHALL PLACE LEAN CONCRETE FILL AS SHOWN ON THE PLAN AND SECTIONS. REFECTION TO SECTION 03 30 00 FOR ADDITIONAL REQUIREMENTSASSOCIATED WITH LEAN CONCRETE FILL. THIS LEAN CONCRETE FILL PLACEMENT IS TO SEAL THE IRREGULAR SURFACE BETWEEN THE PLATE AND THE EXISTING RIP RAP. THELEAN CONCRETE FILL WILL BE PLACED UNDERWATER; THEREFORE, SUBMERGED CONCRETE INSTALLATION METHODS SHALL BE UTILIZED. THE CONTRACTOR SHALL UTILIZE ATREMIE PIPE. INSTALLATION OF THE CONCRETE SHALL MINIMIZE THE FORMATION OF LAITANCE. THE CONTRACTOR SHALL REMOVAL LAITANCE ACCUMULATION PRIOR TOPLACING AN ADDITIONAL LAYER OF CONCRETE.6.THE CONTRACTOR SHALL FURNISH AND INSTALL A STOP-LOG FRAME THAT IS ATTACHED TO THE STEEL INLET STRUCTURE. THE FURNISHED STOP-LOGS SHALL BE EQUIPPEDWITH A MEANS OF REMOVING THE STOP LOGS FROM THE WATER SURFACE (LIFTING BAR, CHAINS/CABLES).7.THE CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) REGULATORY FLOAT COLLAR BUOYS WITH BOTTOM MOORING EYE AND INSTALL ONE (1) AT EACH OF THE INTAKES.THE BUOYS SHALL NOT BE ATTACHED TO THE INTAKE STRUCTURES, BUT SHALL BE ANCHORED AS SPECIFIED BELOW. THE BUOY SHALL BE PROVIDED WITH THE FOLLOWINGOPTIONS:A. SYMBOL: RESTRICTED AREA.B. MESSAGE: KEEP OUT.C. ANCHORING EYE: STAINLESS STEEL.D. PICK-UP EYE ON TOP: YES.E. EXTERIOR SHELL: HI-IMPACT ABS.F. REFLECTIVE BAND SIZE/COLOR: 3”/ORANGE.G. CAN DIAMETER & HEIGHTS: 19” x 33”.H. FLOAT COLLAR DIAMETER & HEIGHT: 38” x 13”.I. OVERALL HEIGHT: 50”.J. DRAFT: 9”.K. SECURING DEVICES: GALVANIZED STEEL WIRE ROPE (3/8" MINIMUM DIAMETER) COATED AND IMPREGNATED WITH POLYPROPYLENE PLASTIC WITH CONCRETE ANCHOR AS RECOMMENDED BY THE BUOY MANUFACTURER. THE WIRE ROPE SHALL ALLOW THE BUOY TO HAVE FULL TRAVEL DISTANCE DURING LAKE OPERATIONS (CONSERVATION POOL ELEVATION 522 ±; MAXIMUM ANTICIPATED WATER ELEVATION 537 ±; LOWER INTAKE LAKE BOTTOM ELEVATION 477.0 ±; UPPER INTAKE LAKE BOTTOM ELEVATION 503 ±).L. MANUFACTURER: ROLYAN BUOYS (MODEL B5CPRSW) OR APPROVED EQUIVALENT.2-DSP-SSPRE-CUT SLOTTED OPENINGS TOACCOMMODATED ANCHORAGEOF INLET STRUCTURE TO H-PILES5'-0"5'-0"1" DIA. A325 BOLTS, WASHERS, ANDNUTS SECURING INLET STRUCTURE TOH-PILES - TWO (2) ANCHORS @ 1'-0"CENTERS (TYP. 4 H-PILE LOCATIONS)L6x6x34"STRUCTURAL:2019-03-22
03/22/2019145
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:08 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-IM-SC-SITE01.dwg WW-IM-SC-SITE01.dwg
Last Saved: 2/5/2019 3:17 PM Saved By: 02812Filename: N:\WW\Drawings\WW-IM-SC-SITE01.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE LEWISVILLE RAW WATER PUMP STATION
LAKE LEWISVILLE
LOWER INTAKE MODIFICATION SECTIONSLRW-14.DWS
JMM
.
----GENERAL NOTES1.REFER TO SHEET LRW-13 FOR ADDITIONAL NOTES.2.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. THE SKIN PLATE AT THE 36-INCH PIPE SHALL BE FABRICATED TO REST ON THE EXISTING CONCRETEENCASEMENT. A GAP SHALL BE MAINTAINED BETWEEN THE STEEL PLATE AND PIPE TO PREVENT LOADING THE PIPE WITH ADDITIONAL WEIGHT.3.THE CONTRACTOR SHALL FURNISH AND INSTALL A 1-½-INCH (MINIMUM) THICK ELASTOMERIC BEARING PAD WITH A 50 DUROMETER BETWEEN THE STEELPLATE AND THE PIPE AND CONCRETE ENCASEMENT.4.THE LEAN CONCRETE FILL WILL BE PLACED TO SEAL THE OPENINGS BETWEEN THE PLATES AND THE EXISTING RIP RAP.5.THE CONTRACTOR SHALL FURNISH AND INSTALL A PEAKED ROOF DEBRIS/TRASH RACK. THIS RACK SHALL BE SECURED TO THE INTAKE FRAME WITH 3/4-INCHDIAMETER 316SS BOLT KITS AND INSULATING GASKET SETS FOR DISSIMILAR MATERIALS THE CONTRACTOR SHALL BE PROVIDED A 316SS RACK BYTRASHRACKS.COM (A DIVISION OF J.R. HOE INC., MODEL LPK) OR A HDPE RACK BY CONTECH ENGINEERED SOLUTIONS (STORM-RAX)6.THE CONTRACTOR SHALL VERIFY THE CONDITION AND ELEVATION OF THE LAKE BOTTOM. ACCUMULATED SILT AND DEBRIS IN THE AREA OF THE INTAKEMODIFICATION SHALL BE REMOVED PRIOR TO COMMENCING WORK.7.FOR BID PURPOSES, IS SHOULD BE ASSUMED THAT THE LAKE BOTTOM ELEVATION IS APPROXIMATELY 490. TO LIMIT THE AMOUNT OF DEBRIS REMOVED.THE CONTRACTOR MAY INSTALL THE H-PILES AND INLET STRUCTURE PRIOR TO REMOVING ACCUMULATED DEBRIS AND MATERIALS. ONCE THE H-PILES AREINSTALLED, THE INLET BOX SET OVER THE H-PILES, THE CONTRACTOR MAY REMOVE THE ACCUMULATED MATERIALS LOCATED INSIDE OF THE INLET. THEINLET BOX SHOULD BE ADEQUATELY SECURED ONCE SUBMERGENCE HAS STARTED.8.MINIMUM PILE LENGTH OF 52 FT. WITH PILE RESISTANCE OF 95 KIPS. LOAD AND SOIL ASSUMED PARAMETER TO BE VERIFIED DURING CONSTRUCTION SOILTYPE: TAN CEMENTED SAND LAYERS, ALLOWABLE SIDE SHEAR OF 1,600 PSF.1'1/2"=1'-0"02'4'SECTION1/2"=1'-0"3LRW-13SECTION1/2"=1'-0"4LRW-13EXISTINGCONCRETEENCASEMENTEXISTINGRIP RAPSKIN PLATEBEYONDLEANCONCRETE FILL12" THICK (MIN)ELASTOMERICBEARING PAD(50 DUROMETER)(SEE NOTE 3)12" PLATEL6x6x34"(TYP)W8x24(TYP)W12x40 EXTENSIONSBEYOND THIS POINT ARENOT SHOWN FOR CLARITY12" PLATECONCRETEEMBEDMENTAPPROXIMATE TOP OFCONCRETE EMBEDMENTCONTRACTOR SHALL VERIFYLEANCONCRETE FILL12" PLATEW12x40(TYP)TRASH/DEBRISGUARD (REFERTO NOTE 5)CONTRACTOR SHALLPROVIDE X-BRACINGAS NECESSARY FORINSTALLATIONW12x40CUT-OFFPOINTW8x24(TYP)L6x6x34"(TYP)12" PLATESTOP LOG W/LIFTINGATTACHMENTS48"x48" OPENING℄480±STOP LOG FRAMELAKE BOTTOMELEV. 477.00±(REFER TO NOTE 6)LEANCONCRETE FILL10'-0"±1'-0"±1'-0"±1'-2"±3'-8"±8"±3"±3"±8"±1'-8"±8"±2'-0"±CRADLETOP OF EXISTINGCONCRETE CRADLE(BEYOND)℄480±ELEV. 492.00APPROXIMATE WATERLEVEL ELEV. 522.00(NORMAL POOL)4'-0"±21APPROXIMATE TOP OF SILTELEV. 487±(REFER TO NOTE 7)2-DSP-SS2'-0"(TYP)
STRUCTURAL:2019-03-22
03/22/2019146
3'-8"*3'-4"*12'-0"*7'-8"*7'-8"*7'-8"*7'-8"*3'-8"*REPLACE WINDOWS (TYP)
REPLACE EXISTING
OVHD COILING DOOR
REMOVE SECTION OF CONCRETE
REFER TO "S" SHEETS,
CUT OPENING IN METAL SIDING,
FOR DOOR
29'-10"*32'-1"*RW101-1
RW101-24'-0"*3'-4"RO4'-0"*3'-4"
RO
DOWNSPOUT (TYP)6'-9"*5'-11"*2'-9"*REPLACEWINDOWS
(TYP)
PREP AND
PAINTEXISTING
EXTERIORSIDING
REMOVE EXISTING
GUTTER, INSTALL6" ALUM GUTTER
(TYP)
REMOVE EXISTING
DOWNSPOUT INSTALLALUM DOWNSPOUT
(TYP)10'-2"*3'-4"ROHVAC OPENING
REPLACEWINDOWS
(TYP)
REMOVE SECTION OF
CONCRETE REFER TO"S" SHEETS,
CUT OPENING INMETAL SIDING,
FOR DOOR
REPLACE EXISTING
OVHD COILING DOOR6'-9"*5'-11"*2'-9"*PREP AND
PAINTEXISTING
EXTERIORSIDING
REMOVE EXISTING
GUTTER, INSTALL6" ALUM GUTTER
(TYP)7'-4"RO12'-0"*REPLACEWINDOWS
(TYP)
PREP AND
PAINTEXISTING
EXTERIOR
SIDING
REMOVE EXISTING
GUTTER, INSTALL
6" ALUM GUTTER
(TYP)6'-9"*5'-11"*2'-9"*3'-4"ROPATCH EXISTING
OPENING WITH
MATCHING SIDING.
OVERLAP 6" ALL
SIDES (TYP).
PREP AND PAINT
PREP AND
PAINT
EXISTINGEXTERIOR
SIDING
REMOVE EXISTING
GUTTER, INSTALL
6" ALUM GUTTER
(TYP)
HVAC OPENING
SLOPESLOPESLOPE
SLOPE29'-10"*32'-1"*REMOVE EXISTING
GUTTER, INSTALL
6" ALUM GUTTER
(TYP)
DOWNSPOUT
(TYP)
HVAC OPENING
(TYP)OF 2
REFER TO H SHEETS
LAKE LEWISVILLE RAW WATER PUMP STATIONEXISTING RAW WATER PUMP STATIONARCHITECTURAL PLANS AND SECTIONSLRW-15
147C. ROGERSC. ROGERS--NOR
TH
1/4" = 1'-0"
PLAN
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-15.dwg LRW-15.dwgLast Saved: 3/19/2019 4:56 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-15.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NORTH
3/16" = 1'-0"
ROOF PLAN
3/16" = 1'-0"
NORTH ELEVATION
3/16" = 1'-0"
SOUTH ELEVATION
3/16" = 1'-0"
EAST ELEVATION
3/16" = 1'-0"
WEST ELEVATION
NOTES:
1.REMOVE ROOF SYSTEM TO INCLUDE ALL FLASHING, GRAVEL, MULTI PLY ROOF, AND INSULATION BEFORE INSTALLATION OF ROOFING
SYSTEM.
2.ROOF PLAN SHOWS GENERAL CONFIGURATION AND DETAILS OF THE EXISTING ROOF. THE CONTRACTOR SHALL FIELD VERIFY
EXISTING ROOF SYSTEM TYPES, ALL DIMENSIONS, DETAILS, PENETRATIONS, ROOF MOUNTED EQUIPMENT AND CONDITIONS WHICH
MAY AFFECT THE INSTALLATION OF THE NEW ROOF SYSTEM.
3.NEW ROOF LINES AND DIMENSIONS ARE GENERAL LIMITS OF THE NEW ROOF AND IS INTENDED TO SHOW THE VARIOUS LEVEL AND
LOCATION OF THE ROOF TO BE REPLACED. THE CONTRACTOR SHALL FIELD VERIFY ALL ROOF LIMITS.
4.INSTALL GUTTERS AND DOWNSPOUTS CLEAN OUT AT END OF WORK. TEST ALL ROOF GUTTERS AND DOWNSPOUTS TO VERIFY THEY
ARE FREE FLOWING AND UNOBSTRUCTED.
5.ALL ROOF MOUNTED EQUIPMENT MAY NOT BE SHOWN. THE CONTRACTOR SHALL INSPECT THE EXISTING ROOF TO BE REPLACED AND
COORDINATE THE LOCATION OF ALL EXISTING ROOF MOUNTED EQUIPMENT, VENTS AND PLUMBING STACKS WITH PLACEMENT OF
NEW FLASHINGS SEALS AND VENTS.
6.* FIELD VERIFY ALL DIMENSIONS.
7.ROOF MAY NOT BE USED AS CONSTRUCTION STAGING AREAS.
NOTES:
1.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
2.REFER TO SHEET A-21 FOR WINDOW SCHEDULE.
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:32:36 PM
100% SUBMITTAL 03/20/2019HVAC DEMOLITION PLANLRW-16DTN18104CITY OF DENTON, TEXASPUMP STATIONLAKE LEWISVILLE RAW WATER PUMP STATION 3/8" = 1'-0"
1 DEMOLITION FLOOR PLAN
NOTE BY SYMBOL " "
1. DEMOLISH FAN AND ASSOCIATED GRILLES, SUPPORTS, AND ACCESSORIES.
REPAIR WALLS UNDER OTHER DIVISIONS OF THE WORK.
11
1
1
0 2'4'
3/8"=1'-0"
1'
NORTH
148 NO.ISSUEBYDATE03/20/2019
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
2. COORDINATE EQUIPMENT LOCATIONS WITH
OTHER DISCIPLINES.
3. REFER TO H-2 FOR DETAILS.
SF-1
SF-2
UH-1
UH-2
UH-3
UH-5
UH-6
UH-7
UH-4
RV-1
RV-2 REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:32:36 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANLRW-17DTN18104CITY OF DENTON, TEXASPUMP STATIONLAKE LEWISVILLE RAW WATER PUMP STATIONNOTE BY SYMBOL " "
3/8" = 1'-0"
1 HVAC FLOOR PLAN
1. PROVIDE PECO T115 INDUSTRIAL THERMOSTAT, OR APPROVED EQUAL.
MOUNT THERMOSTAT 48" AFF.
2. ELECTRIC UNIT HEATER WITH INTEGRAL THERMOSTAT.
3. BOTTOM OF FAN TO BE MOUNTED AT 10'-2", REFER TO STRUCTURAL
SHEET LRW-8 FOR FRAMING DETAILS. REFER TO ARCHITECTURE SHEET
LRW-15 FOR FURTHER ELEVATION DETAILS. FIELD VERIFY AND
COORDINATE WITH OTHER DISCIPLINES BEFORE INSTALLING. PROVIDE
DUCT CONNECTED TO FAN TO DIRECT AIRFLOW DOWN TOWARDS PUMP
MOTOR HEIGHT.
4. MOUNT FAN IN EXISTING OPENING. REFER TO ARCHITECTURE SHEET
LRW-15 FOR FURTHER ELEVATION DETAILS.
0 4'8'
3/16"=1'-0"
1
1
2 (TYP.)
N
ORTH
149
3
4
NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 2:32:37 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESLRW-18DTN18104CITY OF DENTON, TEXASPUMP STATIONLAKE LEWISVILLE RAW WATER PUMP STATIONSUPPLY FAN SCHEDULE
Mark LOCATION SERVES CFM
EXT S.P.
(IN WG)
MAX.
SONES
MOTOR DATA
MANUFACTURER/MODEL
POWER
(HP)RPM VOLTS PH
SF-1 WALL MOUNTED PUMP STATION 12,000 0.10 32 1.5 1725 460 3 GREENHECK/SBCR-30-15
SF-2 WALL MOUNTED PUMP STATION 12,000 0.10 32 1.5 1725 460 3 GREENHECK/SBCR-30-15
REMARKS:
1. INTERLOCK FAN WITH THERMOSTAT. FAN IS TO BE CONTROLLED BY THERMOSTAT WITH SETPOINT 85°F (ADJUSTABLE).
2. PROVIDE WITH GRAVITY BACKDRAFT DAMPER, WALL SLEEVE, AND OSHA SIDE GUARD.
3. PROVIDE WITH ALUMINUM BIRD SCREEN.
RELIEF VENT SCHEDULE
MARK TYPE SPACE CFM EXT S.P. (IN WG) SIZE (IN)
THROAT AREA
(SQFT)MANUFACTURER/MODEL
RV-1 ROOF MOUNTED PUMP STATION 12,000 0.15 48 12.83 GREENHECK/GRSR
RV-2 ROOF MOUNTED PUMP STATION 12,000 0.15 48 12.83 GREENHECK/GRSR
REMARKS:
1. PROVIDE WITH ALUMINUM BIRD SCREEN ON INSIDE FACE.
2. PROVIDE WITH MOTORIZED BACKDRAFT DAMPER.
3. PROVIDE WITH FACTORY ROOF CURB.
ELECTRIC UNIT HEATER SCHEDULE
Mark SERVES TYPE
CAPACITY
(KW) CFM
THROW
(FT)
MOUNTING
HEIGHT(FT)
UNIT ELECTRICAL
MANUFACTURER/MODELHP VOLT/PH AMPS
UH-1 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-2 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-3 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-4 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-5 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-6 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
UH-7 PUMP STATION HORIZ. 4.0 380 12 8 1/35 480/3 5.1 CHROMOLOX/HVH-04-43-30
REMARKS:
1. PROVIDE APPROPRIATE ACCESSORIES TO SUPPORT HEATER FROM WALL.
2. PROVIDE WITH INTEGRAL THERMOSTAT. SET POINT 55°F HEATING (ADJUSTABLE).
3. PROVIDE INTEGRAL DISCONNECT.
150 NO.ISSUEBYDATE03/20/2019
FRP SHIPSLADDER
FRP RAILING
UP
REMOVABLERAILING
ELECTRICAL
ROOM
102
CHEMICALROOM
101
CLEAN AGENTFIRE SUPPRESSIONSYSTEM
OPENING FOR HVACSEE "H" SHEETS (TYP)
EMERGENCY
EYEWASH/SHOWER
UP
FRP RAILING 42'-8"12"8"12"12"21'-4"12"6'-0"12'-0"RO13'-0"8'-4"3'-4"2'-0"RO2'-0"3'-4"RO2'-0"7'-8"3'-4"RO5'-8"2'-0"RO3'-4"32'-0"8'-0"10'-0"3'-4"
RO
10'-0"26'-0"23'-4"
4'-0"12"
RO
LL101-1
LL101-2LL101-3LL102-116"SLOPE
2
LRW-CF-3
27'-4"
1
LRW-CF-3
FIN FLREL 548.00
FIN FLREL 544.00
LP
HP
SLOPE
SCUPPER (TYP)
AL CONDUCTOR HEAD ANDDOWNSPOUT (TYP)
1/4"/FT MIN (TYP)(4" MIN INSUL)
LP 5" MIN INSUL (TYP)42'-8"23'-4"
COAL-TAR ELASTOMERICROOFING SYSTEM
NOTES:
1.TOP OF SLAB EL 544.00 UNLESS OTHERWISE NOTED.
2.REFER TO SHEET A-01 FOR TYPICAL NOTES AND ABBREVIATIONS.
3.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
4.REFER TO SHEET A-1 FOR ROOM FINISH SCHEDULE.LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDINGARCHITECTURAL PLANSLRW-CF-1
151S. ZEIDC. ROGERS--1/4"=1'-0"
2'0 1'4'8'SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-1.dwg LRW-CF-1.dwgLast Saved: 3/19/2019 4:55 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-1.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NORT
H
1/4" = 1'-0"
PLAN NORT
H
1/4" = 1'-0"
ROOF PLAN
SPLIT FACE CMU
METAL COPING
T/ MASEL 560.67
T/ FIN FLREL 544.00
5
RRW-CF-3
CJ
CONDUCTORHEAD (TYP)
DRAIN SCUPPER (TYP)CJ
4
RRW-CF-3 DOWNSPOUT (TYP)
CONC SPLASHBLOCK (TYP)
AC UNIT(REFER TO "H"SHEETS)
OPENING FORHVAC UNIT
LIGHT FIXTURE (TYP)8'-0"RODOOR ANDFRAME (TYP)
ALUM
RAILING (TYP)
METAL COPING
T/ MASEL 560.67
SPLIT FACE CMU
T/ FIN FLREL 548.00
T/ FIN FLREL 544.00
OVHD COILING DOOR
7'-4"RO7'-4"ROAC UNIT(REFER TO "H"SHEETS)
REMOVABLERAILING
3'-4"
RO
2'-0"ROOPENING FORHVAC UNIT
5
RRW-CF-3
LOUVER(REFER TO"H" SHEETS)
CJ
4'-0"4
RRW-CF-3
6
RRW-CF-3
CJ
3
RRW-CF-3 METAL COPING
T/ MASEL 560.67
CONDUCTORHEAD (TYP)
CONCRETE
SPLIT FACE CMU
DOWNSPOUT(TYP)
CONC SPLASHBLOCK (TYP)
ALUM RAILINGAND HANDRAIL(TYP)
OPENING FOR HVAC UNIT
EXHAUST FANREFER TO "H" SHEETS
6
RRW-CF-3
LIGHTFIXTURE
7'-8"12"ROT/ FIN FLREL 548.00
T/ FIN FLREL 544.00
(SIM)
CJ
4
RRW-CF-3
CONDUCTORHEAD (TYP)
DOWNSPOUT (TYP)
CONC SPLASHBLOCK (TYP)
LIGHT FIXTURE
METAL COPING
DOOR ANDFRAME (TYP)
T/ MASEL 560.67
ALUMRAILING (TYP)
SPLIT FACE CMU
3
RRW-CF-3
T/ FIN FLREL 544.00
T/ FIN FLREL 548.004
RRW-CF-3
CJ
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-2.dwg LRW-CF-2.dwgLast Saved: 3/19/2019 4:55 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-2.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDINGARCHITECTURAL ELEVATIONSLRW-CF-2
152S. ZEIDC. ROGERS--1/4"=1'-0"
2'0 1'4'8'
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
NORTH ELEVATION
1/4" = 1'-0"
WEST ELEVATION1/4" = 1'-0"
EAST ELEVATION
14'-8"FIN FLREL 544.00
GROUT SOLID
3" PEA GRAVEL
DRAINABLE FLASHING
VERT REINF REFER TOSTRUCT DRAWINGS
12" INSUL SPLIT-FACECMU
CONT HORIZ TRUSSTYPE REINF @ 16" OC 10'-8"FIN FLREL 548.00
GROUT SOLID
3" PEA GRAVEL
DRAINABLE FLASHING
VERT REINF REFER TOSTRUCT DRAWINGS
12" INSUL SPLIT-FACECMU
CONT HORIZ TRUSSTYPE REINF @ 16" OC
FIN FLREL 544.00
T/MASEL 560.67
T/ BOND BEAMEL 558.67
FRP RAILING
ALUM RAILING
REFER TO STRUCTSHEETS FOR LINTEL DETAILS
FIN FLREL 548.00
4" MIN SLOPED INSULATION
14'-8"FIN FLREL 544.00
GROUT SOLID
VERT REINF REFER TOSTRUCT DRAWINGS
8" CMU
CONT HORIZ TRUSSTYPE REINF @ 16" OC
ROOFING SYSTEM
TAPERED INSULATION
2'-0"METAL COPING
T/MASEL 560.67
CONT WOOD NAILER
T/ BOND BEAMEL 558.67
GROUT SOLID
GALV BARJOISTS
12" SMOOTH CMU
CONT HORIZ TRUSS TYPEREINF @ 8" OC
MORTAR/GROUTSCREEN
GALV METAL DECK
ROOFING SYSTEM
TAPERED INSULATION
2'-0"METAL COPING
T/MASEL 560.67
CONT WOOD NAILER
T/ BOND BEAMEL 558.67
GROUT SOLID
GALV BARJOISTS
12" SMOOTH CMU
CONT HORIZ TRUSS TYPEREINF @ 8" OC
MORTAR/GROUTSCREEN
OPEN BOTTOMBOND BEAM
GALV METAL DECKROOFING SYSTEM
TAPERED INSULATION
T/ BOND BEAMEL 558.67
GALV BARJOISTS
MORTAR/GROUTSCREEN
OPEN BOTTOMBOND BEAM
FIRE STOP SAFINGAND SEALANTGALV METAL DECK
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:07 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-3.dwg LRW-CF-3.dwgLast Saved: 3/19/2019 4:55 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\LRW-CF-3.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDINGARCHITECTURAL SECTIONSLRW-CF-3
153C. ROGERSC. ROGERS--0
3/8"=1'-0
1'2'4'
0
3/4"=1'-0
6"1'2'
SECTION
3/4" = 1'-0"
2
LRW-CF-1
SECTION
3/4" = 1'-0"
4
LRW-CF-2
SECTION
3/4" = 1'-0"
6
LRW-CF-2
SECTION
3/8" = 1'-0"
1
LRW-CF-1
SECTION
3/4" = 1'-0"
3
LRW-CF-2
SECTION
3/4" = 1'-0"
5
LRW-CF-2
12'-6"12'-9"7'-1"42'-8"23'-4"1'-6"(TYP)4'-0"3'-4"14'-4"12'-8"1'-0"1'-0"1'-0"1'-0"6'-6"9'-4"30'-4"7'-6"27'-4"4'-2"4'-2"4'-4"4'-4"10'-8"10'-8"8'-4"
5'-0"5'-0"10'-0"2'-4"5'-0"8"8"2-3-DRILL SHAFT 24"ØL=29'-0" (TYP)FOUNDATION PLAN3/8"=1'-0"15-2'x3'x2' SUMPRE: 6/S-15F/FLR EL = ±548.00F/ FLR EL = ±544.00NORTH
STOOPSTOOPSOCKET BASE,COORD WITHMEPSOCKET BASE,COORD WITHMEPTYPICAL DRILL SHAFT DETAILNOT TO SCALE4SECTION1/2"=1'-0"21'-6"#5 @12"C/C, EWREMOVE TOP 4'-0" ANDFILL WITH COMPACTEDSTRUCTURAL FILL TYP15 MIL MOISTUREBARRIER1'-6"#5 @12"C/C, EWFRP GRATING6"4'-0"#5 # 12"C/C,EW1'-6"BEAM BEYOND1'-6"T/PAVEMENT12" CMU WALLBEYONDSLOPE2"
1'-0"#6 @12"C/C, EF#6 @9"C/C, EFSECTION3/4"=1'-0"32'-6"1'-6"#5 # 12"C/C, EW6"
SLABSECTION3/4"=1'-0"56"
SLAB1'-6"#5 @ 12"C/C15 MIL MOISTUREBARRIERREMOVE TOP 4'-0"AND FILL WITH COMPACTEDSTRUCTURAL FILL TYP15 MIL MOISTUREBARRIERREMOVE TOP 4'-0"AND FILL WITH COMPACTEDSTRUCTURAL FILL TYP6"
SLAB
3'-0"
3'-0"12" CMU WALL3" FINE-GRADEDGRANULAR MATERIAL3"
CLR
3" FINE-GRADEDGRANULAR MATERIAL8"MIN 3 SET OF TIES #3(4) #4 W/ 3" MINEMBEDMENT, REFERTO GENEARL NOTESFOR POST INSTALLEDREBARSOCKET BASE1 1/2"=1'-0"6NOTE:1.REFER TO SOCKET MANUFACTURERFOR DIMENSIONS.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:16 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS03.dwg ST-BLD-PL-COLS03.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS03.dwgACAD Rel: 21.0s (LMS Tech)
LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITES
CHEMICAL BUILDING
FOUNDATION PLAN AND SECTIONSLRW-CF-4.03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'03/4"=1'-06"1'2'08"1-1/2"=1'-0"4"1'3/20/2019154
(8) SPA @4'-0" C/C = 32'-0"23'-4"21'-4"1'-0"1'-0"42'-8"1'-0"1'-0"1'-4"1'-4"3'-0"3'-0"PER BRIDGING JOISTMANUFACTURER3-4-4-3-12" LOADBEARING CMUWALLROOF FRAMING PLAN3/8"=1'-0"124K524K524KC524KC524KC524CK524K524K524K5JOIST BRG EL14'-0"ROOF DECKSLOPE 24K524K5NORTH NOTES:1.24KC5 TRUSS TO BE DESIGNED TO TAKE ADDITIONAL 750LBS WEIGHT OF J HOOK.2.PROVIDE (2) J HOOKS OF 750LBS CAPACITY.3.REFER TO MEP DRAWINGS TO LOCATE J HOOKS4.PROVIDE ADDITIONAL ANGLE STEEL AS REQUIRED.J HOOKMETAL DECKCMU WALLBOND BEAMCLSECTION1/2"=1'-0"412" CMU WALLBRIDGING CONNECTION DETAILNOT TO SCALE3CMU WALLBRIDGING AS REQ'DBY JOIST MFR (TYP)TYPCMU WALLGROUT SOLID AT EXP BOLTSGROUT SCREENL3x3x14" (TYP)38"Ø EXP BOLTS @ 12"C/CW/3" MIN EMBEDMENT(TYP)TYP STEEL JOIST TO MASONRY CONNECTIONNOT TO SCALE2EMBED P 12"x6x8"W/(2) 12"Øx6"HEADED STUDANCHORSK-SERIES2"4"MIN212"12"24K5 JOISTL12" CMU WALLCONT. L 3X3X1/4(2) #6 CONT.BOND BEAMSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:17 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS03X.dwg ST-BLD-PL-COLS03X.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS03X.dwgACAD Rel: 21.0s (LMS Tech)03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITES
CHEMICAL BUILDING
ROOF FRAMING PLANLRW-CF-5.3/20/2019155
LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDING LAYOUTLRW-CF-6
####CSJA-BKSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:04 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-6.dwg LRW-CF-6.dwgLast Saved: 3/20/2019 1:15 PM Saved By: ArnoldJFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-6.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NOR
T
H
3/8" = 1'-0"
0
3/8"=1'-0
1'2'4'CHEMICAL BUILDING LAYOUT
ELECTRICAL ROOM 4'-4"1'-8"1'-8"1'-8"3'-4"24"
(TYP)
7'-0"
(TYP)
SODIUM
PERMANGANATE
TOTE (TYP OF 4)
SODIUM PERMANGANATE
METERING PUMP SKID
(BY MANUFACTURER)
CHEMICAL
CONTAINMENT
AREA
Cu ION
GENERATION
SYSTEM
CIG CONTROL
PANEL
2" STRAINER
2"-CW-SS
1/2"-SP FLEXIBLE
SS TUBING
(TYP OF 4)
1/2"-SP-SS (TYP)
NOTES:
1.CHEMICAL TOTES EXCLUSIVELY FOR
DISPLAY PURPOSES. NOT PART OF
THE CURRENT CONTRACT.
2.SEE CIVIL SHEETS FOR PIPING
CONTINUATION.
3.CONTRACTOR SHALL PROCURE ONE
(1) PORTABLE DAVIT CRANE FOR THE
LAKE LEWISVILLE RWPS THAT
CONFORMS TO THE FOLLOWING
SPECIFICATIONS:
DAVIT CRANE REQUIREMENTS:
LIFTING CAPACITY = 750 LBS
MINIMUM LIFT HEIGHT = 8'-6"
LIFT REACH RANGE = 2'-6" TO 3'-6"
4.THE FLOOR SLEEVES PROVIDED FOR
DAVIT CRANES, AS SHOWN ON THE
STRUCTURAL DRAWINGS, SHALL BE
COMPATIBLE WITH THE DAVIT CRANE
PROCURED. SUBMIT FOR ENGINEER'S
APPROVAL.
2" PRV
BALL VALVE (TYP)
CARRIER WATER
PUMP (TYP OF 2)
SAMPLE TAP
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
1/2"-VT-PVC
1/2"-VT FLEXIBLE
PVC TUBING
(TYP OF 4)
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
1/2"-VT-PVC
PIPE SUPPORT
(TYP)
SEE DETAIL 3
ON SHEET
LRW-CF-122'-112"1'-6"2"-CW-PVC
PVCSTAINLESS STEEL
WALL PENETRATION
(TYP)
SEE DETAIL 2 ON
SHEET LRW-CF-12
2"-DPS-SS (TYP)
SEE NOTE 2
2"-CS-PVC
SEE NOTE 2
156
LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDING SECTIONSLRW-CF-7
####CSJA-BKSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:39 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-7.dwg LRW-CF-7.dwgLast Saved: 2/6/2019 12:06 PM Saved By: RayFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-7.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-5330
3/8"=1'-0
1'2'4'
SODIUM
PERMANGANATE
TOTE (TYP OF 4)
CHEMICAL
CONTAINMENT AREA2'-6"4'-0"1/2"-SP-SS (TYP)
BALL VALVE
(TYP)CHEMICAL
CONTAINMENT AREA
SODIUM PERMANGANATE
TOTE
1/2"-SP FLEXIBLE
SS TUBING
(TYP OF 4)2'-6"1/2"-SP-SS (TYP)
12"
2"-CW-SS
CARRIER WATER
PUMP
SODIUM PERMANGANATE
METERING PUMP SKID
(BY MANUFACTURER)
Cu ION GENERATION
SYSTEM
CIG CONTROL
PANEL
2"-CW-SS
1/2"-SP-SS (TYP)
2"-CW-SS
2"-CW-SS
BALL VALVE
(TYP)12"30"2'-6"CARRIER WATER
PUMP
2" PRV
2" STRAINER
(TYP)
2" BALL
VALVE (TYP)
2"-CW-PVC
12"SEE CIVIL
SHEETS FOR
CONTINUATION
SEE CIVIL
SHEETS FOR
CONTINUATION9'-0"SAMPLE TAP
2"-CW-SS
1/2"-SP-SS (TYP)
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
INSECT SCREEN
1/2"-VT FLEXIBLE PVC TUBING (TYP OF 4)
SEE NOTE 2
1/2"-VT-PVC
3'-4"
1'-8"1'-8"1'-8"10'-4"
7'-0"
NOTES:
1.CONTRACTOR TO CONNECT
VENTILATION CONFIGURATION
TO CALIBRATION COLUMNS IN
THE PUMP SKID PROVIDED BY
THE MANUFACTURER.
2.ATTACH 1/2"-VT-PVC TO RAILING
AS NECESSARY.
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
1/2" VT-PVC
SEE NOTE 1
INSECT SCREEN
2'-112"
5"3'-4"
1'-6"
7'-5"3'-6"1/2"-VT-PVC
1/2"-VT FLEXIBLE PVC TUBING (TYP OF 4)
2"-CW-PVC
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
157
UNION
SOLUTION TUBE ADAPTER
NPT SS CORPORATION STOP
PACKING NUT W/ 300
SERIES O-RING
SS SAFETY CHAIN
(LIMIT CHAIN)
(SEE NOTE 6)
SPRING LOADED BALL
CHECK VALVE
SS RESTRAINT HOOK
DETAIL
CHEMICAL INJECTION QUILL3'-6"1'-6"
SECTIONLOWER PLAN
PERMANGANATE INJECTION VAULT
(TYPICAL OF 2)
SEE SITE PLANS FOR DETAILS
NOT TO SCALE NOT TO SCALE
316L SS CASING PIPE
WELDED TO FLANGE
1"x4" 316L SS
THREADED
REDUCING FLANGE
RW PIPE
4"-150 LB FLANGED
OUTLET
SOLUTION CARRIER
PIPE/DIFFUSER1/3 I.D.2"PVC CASING PIPE
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:45 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-8.dwg LRW-CF-8.dwgLast Saved: 2/6/2019 7:57 AM Saved By: ArnoldJFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-8.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LOWER DEMOLITION PLAN
NOT TO SCALE NOT TO SCALE
TRUE NORTH
(2) 1" SAMPLE LINES
(1)3/4" PP SOLUTION
FEED LINES C EL. 539.00
LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESPERMANGANATE FEED SYSTEMPLAN, SECTIONS AND DETAILSLRW-CF-8
####CSJA-BKDEMOLITION SECTION
REMOVE 3/4" PP
SOLUTION FEED
LINE
8" BLIND FLANGE ON
8" TEE OUTLET (TO
BE REUSED)
12"x12"x12" FLOOR
SUMP
4" GOOSENECK w/
BIRD SCREEN
ACCESS
HATCH
FLUSH TO GRADE
(APPROX. EL. 541.00)
5'x5'x6'H PRECAST
CONCRETE VAULT
CHEMICAL INJECTION
POINT
ALUMINUM GRATING
12" DEEP SUMP
4" VENT PIPE
RW LINE
REMOVE 3/4"
PP SOLUTION
FEED LINE
L
PIPE PENETRATION
(SEE NOTE 1)
C EL. 532.33 ±L
1
LRW-CF-7
1
LRW-CF-7
DEMOLITION NOTES:
1.REUSE PIPE SUPPORT AND
PENETRATION FOR NEW PIPES.
1" THREADED
OUTLET
PIPE SUPPORT
(SEE NOTE 1)
1
NOT TO SCALE
LRW-CF-712"(2) 1" SAMPLE LINES
(1)3/4" PP SOLUTION
FEED LINES C EL. 539.00
4" GOOSENECK w/
BIRD SCREEN
ACCESS
HATCH
FLUSH TO GRADE
(APPROX. EL. 541.00)
5'x5'x6'H PRECAST
CONCRETE VAULT
CHEMICAL INJECTION
POINT
ALUMINUM GRATING
12" DEEP SUMP
4" VENT PIPE
RW LINE
L
C EL. 532.33 ±L2" THREADED
OUTLET
REUSED PIPE
SUPPORT
CHEMICAL
INJECTION QUILL
1
LRW-CF-7
2" WALL
SLEEVE (TYP)
2"-CW-PVC
2"-DSP-SS
2
LRW-CF-7
2
LRW-CF-7
8" BLIND FLANGE ON
8" TEE OUTLET (TO
BE REUSED)
12"x12"x12" FLOOR
SUMP
2"-CW-PVC
2"-DSP-SS
WALL CLAMP (TYP)
WALL
CLAMP
(TYP)
158
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
2. REFER TO H-2 FOR DETAILS.
WP-2
UH-1
UH-2
UH-3
UH-4
UH-5
L-1
UH-6
EF-1
WP-1 REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:45:31 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANLRW-CF-9DTN18104CITY OF DENTON, TEXASCHEMICAL BUILDINGLAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESNOTE BY SYMBOL " "
3/8" = 1'-0"
1 HVAC FLOOR PLAN
1. PROVIDE FULL-SIZE CONDENSATE DRAIN WITH P-TRAP. TERMINATE OPEN
SITE ON GRADE. PROVIDE 12" DIA. X 36" DEEP PEA GRAVEL-FILLED DRY
WELL SUMP LOCATED A MIN. 36" FROM EXTERIOR WALL. RE: 1/H-2.
2. TRANSITION DUCT DOWN TO 12" AFF. FROM FAN OPENING SIZE TO
12"X12" AND DROP. SUPPORT FROM WALL. COVER WITH 1/2" MESH
HARDWARE CLOTH.
3. ELECTRIC UNIT HEATER WITH INTEGRAL THERMOSTAT. COORDINATE
LOCATION TO NOT INTERFERE WITH ROLL UP DOOR.
4. INTAKE LOUVER ABOVE DOOR. RE: SCHEDULE.
0 4'8'
3/16"=1'-0"
1
1
3(TYP.)
2
4
NOR TH
159 NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:45:31 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESLRW-CF-10DTN18104CITY OF DENTON, TEXASCHEMICAL BUILDINGLAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESEXHAUST FAN SCHEDULE
Mark LOCATION SERVES CFM
EXT S.P.
(IN WG)SONES
UNIT ELECTRICAL
MANUFACTURER/MODELHP RPM VOLT/PH
EF-1 WALL MOUNTED CHEMICAL ROOM 800 0.3 8.3 1/8 1550 115/1 GREENHECK/CW-095-D
REMARKS:
1. PROVIDE WITH APPROPRIATE ACCESSORIES FOR WALL MOUNTING. MOUNT AT 7'-0" AFF.
2. PROVIDE WITH ALUMINUM BIRD SCREEN.
3. FAN TO RUN CONTINUOUSLY 24/7.
4. PROVIDE OUTDOOR-RATED EMERGENCY VENTILATION SHUTOFF SWITCH IN ACCORDANCE WITH IMC 2018 SECTION 502.8.1.1. HARDWIRE TO EF-1.
REMARKS:
1. LOUVER CONSTRUCTION TO BE ALUMINUM. MOUNT AT 15'-0" AFF.
2. PROVIDE WITH ALUMINUM INSECT SCREEN ON INSIDE FACE OF LOUVER.
3. LOUVER SHALL BE FURNISHED AND INSTALLED UNER DIVISION 8.
ELECTRIC UNIT HEATER SCHEDULE
Mark SERVES TYPE
CAPACITY
(KW)CFM
THROW
(FT)
MOUNTING
HEIGHT (FT)
UNIT ELECTRICAL
MANUFACTURER/MODELHP VOLT/PH AMPS
UH-1 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-2 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-3 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-4 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-5 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-6 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
REMARKS:
1. PROVIDE APPROPRIATE ACCESSORIES TO SUPPORT HEATER FROM WALL.
2. PROVIDE WITH INTEGRAL THERMOSTAT. SET POINT 55°F HEATING (ADJUSTABLE).
3. PROVIDE INTEGRAL DISCONNECT.
LOUVER SCHEDULE
MARK TYPE SERVES CFM FPM
FREE AREA
(SQFT)
L-1 INTAKE CHEMICAL ROOM 800 600 1.33
PACKAGED WALL MOUNTED UNIT SCHEDULE
MARK SERVES
NOM
SIZE
(TONS)
AIR FLOW
EXT S.P.
(IN WG)
SUPPLY
FAN HP
COOLING HEATING UNIT ELECTRICAL
MANUFACTURER/MODEL NOTES
SUPPLY
(CFM)
OUTSIDE
(CFM)
TOTAL CAP
(MBH)
SENS CAP.
(MBH)
EAT
DB/WB (°F)
AMBIENT
AIR (°F)
CAPACITY
(KW)
EAT
(°F)
LAT
(°F)VOLT/PH MCA MFS
WP-1 ELECTRICAL ROOM 3.5 1,400 25 0.2 1/2 38.4 28.0 80.0/67.0 100 6 54.4 67.9 460/3 10.4 15.0 MARVAIR/HVEA42ACD060C 1,2,3,4,5,6
WP-2 ELECTRICAL ROOM 3.5 1,400 25 0.2 1/2 38.4 28.0 80.0/67.0 100 6 54.4 67.9 460/3 10.4 15.0 MARVAIR/HVEA42ACD060C 1,2,3,4,5,6
NOTES:
1. PROVIDE WITH WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT. SET POINT 80°F COOLING AND 55°F HEATING (ADJUSTABLE).
2. PROVIDE WITH SUPPLY AND RETURN GRILLES.
3. PROVIDE WITH WALL SLEEVES.
4. PROVIDE WITH MERV 8 FILTER.
5. PROVIDE WITH ECONOMIZER AND ALL CONTROLS AND ACCESSORIES FOR ECONOMIZER OPERATION.
6. PROVIDE WITH LOW AMBIENT CONTROL FOR OPERATION IN LOW TEMPERATURES.
160 NO.ISSUEBYDATE03/20/2019
03/20/2019
DETAIL
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 1:55 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-12.dwg LRW-CF-12.dwgLast Saved: 2/6/2019 8:07 AM Saved By: RayFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\LRW-CF-12.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE LEWISVILLE RWPS CHEMICAL FEED FACILITIESPERMANGANATE FEED SYSTEMMECHANICAL DETAILSLRW-CF-12
####CSJA-BK1
LRW-CF-12
1 1/2"
3/4"
3/4"1"1"GUIDES: FINGER TIGHTEN BOLTS.
(FOR PIPES 4" OR LESS)
1 1/2"x 1/4" S.S.
PIPE SUPPORT
1/2" DIA. SS
EPOXY ANCHOR
PVC SPACER
AS REQUIRED
PIPE
FILL VOID WITH
NON-SHRINK GROUT
MECHANICAL LINK-SEAL
WATERTIGHT PIPE
SLEEVE PENETRATION
INSIDE WALL
OUTSIDE WALL
PIPE SLEEVE, CENTURY-LINE
BY LINK-SEAL, OR EQUAL.
DETAIL 2
LRW-CF-12
1/4" x 1"
STRAP
PIPE SUPPORT AS
SHOWN ON DRAWINGS
STRAP
1/4" x 1"
BRACKET MSS
TYPE 32 AND 33
1"CBH
F
1/2"
A
ANGLE BRACKET PIPE SUPPORT
NOTES:
1.F=4", H=0"
2.DIMENSIONS A, B, AND C VARY BASED ON PIPE LOCATION.
DETAIL 3
LRW-CF-12
2-5/8" DIA. SS ANCHOR
BOLTS OR CONCRETE
ANCHORS (TYP.)
WELDED STEEL
FLANGE PIECE 2" I.D.
1" DIA FLGxPE STEEL TUBE
(NOT USED FOR CHEMICAL
INJECTION POINTS)6"TYPICAL FLANGED CONNECTION
DETAIL 4
LRW-CF-12
162
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03/25/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019
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03/25/2019
03/25/2019
04/15/2019
03/25/2019
03/25/2019
03/25/2019
03/25/2019179
03/25/2019180
03/25/2019180A
03/25/2019180B
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560
5
6
5
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83
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X X XXXXXXXXXXXXXXXX
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:10 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-OA-PL-SITE02.dwg WW-OA-PL-SITE02.dwg
Last Saved: 3/5/2019 2:23 PM Saved By: 02812Filename: N:\WW\Drawings\WW-OA-PL-SITE02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE RAY ROBERTS RAW WATER FACILITIES
.
LAKE RAY ROBERTS RWPS SITE PLANRRW-1.DWS
JMM
.
MRRPLAN1"=20'1EXISTINGRAW WATERPUMP STATIONEXISTINGELECTRICALBUILDINGNEW CHEMICALFEED BUILDINGEXISTING60-RW-S60"60"60
"48"VALVE VAULT 2(CITY OF DENTON)VALVE VAULT 1(USACE)REFER TO RRW-4FOR CONTINUATION2" REDUCED PRESSURE ZONEBACKFLOW PREVENTER2-PSW-PVC1-PW-PVC4-PW-PVCC/L ELEV. 579±(4-FT COVER)NOTES BY SYMBOL " "1.THE 4-PW-PVC FROM THE WATER TREATMENT PLANT SHALLHAVE A DEPTH OF COVER OF 4-FT OR AS SHOWN ON THEDRAWINGS. THE CONTRACTOR SHALL CORE THE WALL OF THEPUMP STATION AND INSTALL A LINK-SEAL STYLE PIPEPENETRATION FOR THE 4-PW-PVC. THE CONTRACTOR SHALLFILL THE VOID SPACE BETWEEN THE MODULAR SEAL AND THEEXTERIOR FACE OF THE WALL WITH NON-SHRINK GROUT. THEMODULAR SEAL SHALL BE CAPABLE OF BEING ADJUSTED FROMTHE INTERIOR OF THE PUMP STATION. THE CONTRACTORSHALL BRING THE INTERIOR PIPING TO A CENTERLINEELEVATION OF 575.5 (3-FT AFF).2.THE CONTRACTOR SHALL FURNISH AND INSTALL A 4"x2" PVCREDUCER AND A REDUCED PRESSURE ZONE BACKFLOWPREVENTER (WATTS LF919 WITH AIRGAP 919AGF ORAPPROVED EQUIVALENT). CONTRACTOR SHALL RUN 2-INCHSCH. 80 PVC DRAIN LINE FROM THE AIR GAP TO THE SUMP.3.THE CONTRACTOR SHALL RUN THE PIPE FROM ELEV. 575.5 (3 FTAFF) TO APPROXIMATELY 579 (4-FT DEPTH OF COVER). THECONTRACTOR SHALL CORE THE WALL OF THE PUMP STATIONAND INSTALL A LINK-SEAL STYLE PIPE PENETRATION FOR THE2-PW-PVC. THE CONTRACTOR SHALL FILL THE VOID SPACEBETWEEN THE MODULAR SEAL AND THE EXTERIOR FACE OFTHE WALL WITH NON-SHRINK GROUT. THE MODULAR SEALSHALL BE CAPABLE OF BEING ADJUSTED FROM THE INTERIOROF THE PUMP STATION.4.EXTEND SECURITY AROUND NEW CHEMICAL FEED BUILDING ASINDICATED, MATCHING EXISTING HEIGHT AND FEATURES.REMOVE NORTH SEGMENT OF FENCE BETWEEN CHEMICALAND ELECTRICAL BUILDINGS. MAINTAIN FUNCTION OFEXISTING GATES AND ADD DOUBLE 6' SWING GATES ADJACENTTO LOADING DOCK AND ALIGNED WITH ROLL-UP DOOR.PROVIDE ADDITIONAL 4' SINGLE GATE ALIGNED WITH NORTHDOOR OF CHEMICAL BUILDING.METERBOX)2-RW-PVC2-DSP-SS2-DSP-SS2-RW-PVC12"123SCALE IN FEET40'20'010'DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
639464 3-22-2019
181
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:11 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-PL-SITE03.dwg WW-RWP-PL-SITE03.dwg
Last Saved: 2/5/2019 3:20 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-PL-SITE03.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE RAY ROBERTS RAW WATER FACILITIES
.
RAW WATER VALVE VAULT NO. 1RRW-2.DWS
JMM
.
----PLAN VALVE VAULT NO. 11/4"=1'-0"2SECTIONALSECTION1/4"=1'-0"22-1/4"=1'-0"2'01'4'8'EXISTING MANHOLE2-DSP-SS2-RW-PVC12NOTES BY SYMBOL " "1.INSTALL NEW 2" WELDED FLANGE OUTLET AND 2" GATEVALVE. PROVIDE 2" FLANGED PVC CONNECTION ANDEXTEND TO CHEMICAL BUILDING.2.INSTALL NEW 2" TAP AND INJECTION QUILL.DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
182
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:12 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RWP-PL-SITE04.dwg WW-RWP-PL-SITE04.dwg
Last Saved: 2/5/2019 3:20 PM Saved By: 02812Filename: N:\WW\Drawings\WW-RWP-PL-SITE04.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTALLAKE RAY ROBERTS RAW WATER FACILITIES
.
RAW WATER VALVE VAULT NO. 2RRW-3.DWS
JMM
.
----PLAN VALVE VAULT NO. 21/4"=1'-0"1SECTION1/4"=1'-0"11-1/4"=1'-0"2'01'4'8'SECTION1/4"=1'-0"22-INSTALL ELECTRICMOTOR ACTUATORON EXISTING 60"BFVEXISTINGMANWAYINSTALL ELECTRICMOTOR ACTUATORON EXISTING 12" GVEXISTING OPENINGSINSTALL NEW 42" OUTLETWITH BLIND FLANGE11NOTES BY SYMBOL " "1.INSTALL NEW CHEMICAL FEED TAP W/MINIMUM 15"PROJECTION BEYOND INSIDE WALL OF PIPE.PRECAST CONCRETEMETER BOX2-RW-PVCTO CHEMICAL BUILDING2-DSP-SSFROM CHEMICAL BUILDINGDESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946
3-22-2019
183
S 89°48'54" WOUTLET STRUCTURESPIKE IN P/POLETBM #1 RRSTA 0+79.15 BACK=STA 0+66.83 FORWARDN=10,533.89E=11,448.87 STA 1+00PHI/PVIN=10,509.67E=11,426.20STA 2+00PVICONC. DRAINAGECHANNELMETER VAULTNO. 142-RW-SS 45°20'50" WSTA 7+23.38PHIN=10,067.99E=10,986.29
ST
A
1
0
+
2
5
P
V
I
9'
9'15
'24'MH-3640' EASEMENTFUTURE 42" RWELEC.DUCTBANK CL8'
15'
25'MH-35STA 7+00.00PVI
AIR/VACUUM RELEASEVALVE & VAULT7.50'XXXXXXXX
XXXXXXXXXXXXX XXXXXXXXXXXXXXXXPPPPPPPPEEEE
ERAW WATER PUMP STATION XXXXXX X X XXXXXX X XXXXXXXXXXXXXXXXXXXX1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00PPPP PPPPPPPPPP590585595 590585580
5
9
0
5905955
9
56005950.50%EX. 24" RCPEX. 18" RCPTRANSFORMERPAD12" HDPE PIPE (SOLID)5' MH4+924" GCO6+78N=10069.47E=10988.54T.O.P.=584.664-PW-PE (SEERRW-1 FORCONTINUATION)S=0.00%EXISTING DRAINAGECHANNEL METER VAULTNO. 1 STA 0+79.15 BACK=STA 0+66.83 FORWARDSTA 0+00 INSIDE FACE OF WALLOF PUMP STATIONFL = 566.25 RAW WATERPUMP STATIONNOTE :SEE RAW WATER PUMPSTATION DRAWINGS FORSUCTION HEADER DETAILSSTA 0+79.15 BACK=LS=+4.50%S=+3.57%
STA 10+25FL = 589.69
Δ=1.37° DOWNAIR/VACUUM RELEASEVALVE & VAULT
STA 10+50FL = 589.11
STA 7+00.00FL = 579.01D=1.82° UP
STA 2+00FL = 577.00Δ=2.35° DOWNSTA 1+00FL = 572.50Δ=2.58° UPΔ=1.78° RT.STA 0+66.83 FORWARDC EL. = 574.25PROPOSED GRADEEXISTING 42-RW-SSTA 10+50FL = 589.11
STA 7+23.38
Δ=44.23° RT.
4' MIN
S=+0.40%STA 0+79.15 BACK=STA 0+66.83 FORWARD
S=-1.17%NEW 4-PW-PESTA 10+152-PW-PE RISER TO HYDRANT
PROFILE SCALE1" = 50' - HORIZ.1" = 5' - VERT.1"=50'100'50'0EXISTING OVERHEAD ELEC. LINESEASEMENTPROPERTY LINEELEGENDEXISTING POWER POLEPP0+001+002+003+005605655705755805855905956006005955905855805755705657+006+005+004+008+009+0010+0011+00MATCHLINE STA 12+60 605605M
A
T
C
H
L
I
N
E
S
T
A
1
2
+
6
0
MATCHLINESTA 0+79.15 BACK=STA 0+66.83 FORWARD
MECHANICAL
POTABLE WATER EXTENSION PLAN & PROFILERRW-4.DWS
JMM
.
MRR12+00GENERAL NOTES1.ALIGN POTABLE WATER LINE WITH LEFT EDGE OF 42" RW LINEEXCEPT WHERE OTHERWISE INDICATED.2.PLACE VERTICALLY WITHIN 6" ABOVE TOP OF 42" RW LINEEXCEPT WHERE INDICATED OTHERWISE.DESNECIL REENIGNELANOISSEFORSTATEO
SAXETF
PDAVID W. SLOAN
63946SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE01
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 3:12 PM Plot By: 02812 Filename: N:\WW\Drawings\WW-RRW-PL-SITE01.dwg WW-RRW-PL-SITE01.dwg
Last Saved: 2/7/2019 9:56 AM Saved By: 02812Filename: N:\WW\Drawings\WW-RRW-PL-SITE01.dwgACAD Rel: 21.0s (LMS Tech)PROVIDEFLUSH-MOUNTED YARDHYDRANT WITH 3/4"HOSE CONNECTION3-22-2019
184
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 4/15/2019 7:12 AM Plot By: 02812 Filename: N:\WW\Drawings\WW-RRW-PL-SITE02.dwg WW-RRW-PL-SITE02.dwgLast Saved: 4/15/2019 7:09 AM Saved By: 02812Filename: N:\WW\Drawings\WW-RRW-PL-SITE02.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL MECHANICAL.POTABLE WATER EXTENSION PLAN & PROFILERRW-5DWSJMM.MRR.
1.XXX
1.XXX
PROFILE SCALE
1" = 50' - HORIZ.
1" = 5' - VERT.
13+00 14+00 15+00
560
565
570
575
580
585
590
595
600
19+0018+0017+0016+00MATCHLINE STA 12+60605 MATCHLINE 12+60SEE CONTINUATIONAT RIGHT
EXISTING OVERHEAD ELEC. LINES
EASEMENT
PROPERTY LINE
E
LEGEND
EXISTING POWER POLEPP
4-PW-PVC
DUCTBANK
WATER TREATMENT PLANT AREA PLAN
150°
PROVIDE
FLUSH-MOUNTED YARD
HYDRANT WITH 3/4"
HOSE CONNECTION
1
4
9
°131°98°140°DESNECILREENIGNELANOISSEFORSTATEOSAXETFPDAVID W. SLOAN63946SCALE IN FEET
120'60'0 20'40'
SCALE IN FEET
100'50'0
42" RAW WATER TRANSMISSION LINE
OVERHEAD ELECTRIC
STA 17+18.11PHIN=10,052.75E=9,991.68MH-33
MH-32
9'
8'
8'
PLANT PL25'8'42" C L
42"-RW
S39°54'15"W
N89°06'59"E
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE
EEE 1713+00 14+00 15+00 16+00 17+00 18+0019+00
20+00
8'
ST
A
1
8
+
4
3
.
6
7
PH
I
N=
9
,
9
5
6
.
4
4
E=
9
,
9
1
1
.
1
3
N=10053.18E=9992.41T.O.P.=587.63
N=9555.83E=9908.96T.O.P.=586.76SEE PLAN/PROFILEFOR CONTINUATIONSTA 18+43.67FL = 579.84DIVERT FROM RAW WATER PIPELINE ROUTEEXISTING & PROPOSED GRADE
42-RW-S
STA 17+18.11FL = 581.304' MINSTA 16+00FL = 582.68STA 16+00FL = 582.68S=-1.17%
4-PW-PE U.S.A.TRACT 205VOL 1088, PG. 42942-RW-SSTA 17+18.11N=10,052.75MH-33MH-329'8'8'PLANT PL25'
8'42" CL42"-RWS80°39'33"WS39°54'15"WSTA 21+15PVIMH-31BLOW OFFVALVELAKE RAY ROBERTS ROAD XXXXXXXXXXXMSSSSSS
XXXEEX 17X
X
X
X
X
X
17+0018+0019+0020+0021+0022+0023+0024+0025+00DRAI
N
A
GE C
H
A
N
NEL "D"8'LSTA 18+43.67PHIN=9,956.44E=9,911.13N=10053.18E=9992.41T.O.P.=587.63N=9555.83E=9908.96T.O.P.=586.764-PW-PE
CONNECT NEW 4"PW LINE TO EXISTING8" DI LINE WITHTAPPING SADDLEAND GATE VALVE
ELECTRICALDUCTBANK
8-PW-DI
SEE PLAN/PROFILEFOR CONTINUATION 4-15-2019185
34'-0"
12"32'-0"12"12"21'-4"12"6'-0"26'-0"
FRP SHIPSLADDER
FRP RAILING UP12'-0"
RO
OVHDCOILINGDOOR
13'-0"REMOVABLERAILING
23'-4"CLEAN AGENTFIRE SUPPRESSIONSYSTEM
EMERGENCY
EYEWASH/SHOWER
8'-4"2'-4"3'-4"
RO
7'-8"2'-0"3'-4"
RO
2'-0"
CHEMICALROOM
101 RR101-1RR101-2RR101-3
OPENING FOR HVACSEE "H" SHEETS (TYP)5'-0"8"8"8"
16"5'-0"8"8"8"
ALUMRAILING
ALUMHANDRAIL
AL DOWNSPOUT(TYP)SLOPEEL 585.00
EL 589.00
4'-0"12"
34'-0"23'-4"SLOPESLOPEAL GUTTER(TYP)12"12"2"2"
AL DOWNSPOUT(TYP)
METAL ROOFPANELS
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:08 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\RRW-CF-1.dwg RRW-CF-1.dwgLast Saved: 3/19/2019 4:55 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\RRW-CF-1.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NOTES:
1.TOP OF SLAB EL XXX.XX, UNLESS OTHERWISE NOTED.
2.REFER TO SHEET A-1 FOR TYPICAL NOTES AND ABBREVIATIONS.
3.REFER TO SHEET A-20 FOR DOOR SCHEDULE.
4.REFER TO SHEET A-1 FOR ROOM FINISH SCHEDULE.LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDINGARCHITECTURAL PLANSRRW-CF-1
186S. ZEIDC. ROGERS--1/4"=1'-0"
2'0 1'4'8'NORTH1/4" = 1'-0"
PLAN
1/4" = 1'-0"
ROOF PLAN NORTH
1
RRW-CF-2
T/ MASEL 599.00
SPLIT FACE CMU
T/ FIN FLREL 585.00
METAL ROOF PANELS
DOWNSPOUT
(TYP)
CONC SPLASHBLOCK (TYP)
CJCJ
8'-0"18'-0"8'-0"
RIDGE VENT
LIGHT FIXTURE (TYP)
DOOR ANDFRAME (TYP)
ALUM RAILING(TYP)
T/ MASEL 599.00
8'-0"ROT/ FIN FLREL 589.00
SPLIT FACE CMU OVHD COILING DOOR
ALUM REMOVABLERAILING
T/ FIN FLREL 585.00
LOUVER(REFER TO "H"SHEETS)
3'-4"
RO
2'-0"RO7'-4"ROMETAL ROOF PANELS
CONCRETE
CJCJ
RIDGE VENT
1
RRW-CF-2
4'-0"SPLIT FACE CMU
DOWNSPOUT(TYP)
CONC SPLASHBLOCK (TYP)
CONCRETE
ALUM RAILINGAND HANDRAIL(TYP)
2
RRW-CF-2
LIGHT FIXTURE
OPENING FORHVAC UNIT
EXHAUST FANREFER TO "H" SHEETS
METAL ROOF PANELS
METAL RAKE TRIM
CONCRETE
T/ MASEL 599.00
T/ FIN FLREL 585.00
CJ
12
4
GUTTER (TYP)
DOWNSPOUT (TYP)
CONC SPLASHBLOCK (TYP)
AL RAILING(TYP)
SPLIT FACE CMU
2
RRW-CF-2
12
4
CJ
11'-4"12'-0"
T/ MASEL 599.00
T/ FIN FLREL 585.00
T/ FIN FLREL 589.00
METAL ROOF PANELS
METAL RAKE TRIM
FIN FLREL 585.00
GROUT SOLID
3" PEA GRAVEL
DRAINABLE FLASHING
FOR VERT REINF REFERTO "S" SHEETS
12" INSUL SPLIT-FACECMU
CONT HORIZ TRUSSTYPE REINF @ 16" OC14'-0"4
12
9 1/2" (R-30)INSULATION
5/8" GYP BOARD
VAPOR BARRIER
12"
DRIP EDGECONTINUOUS AL
AL GUTTER
J CHANNEL
CONT 2x
ALUM FASCIA
CONT 2x4 (TYP)
T/MASEL 599.00
METAL DECKING(REFER TO S SHEETS)
ALUM VENTILATEDSOFFIT
12" SMOOTH CMUOPEN BOTTOMBOND BEAM
MORTAR/GROUTSCREEN
GALV METALGABLE TRUSS(REFER TO S SHEETS)
1 1/2" GALVFURRING CHANNEL
METAL ROOF PANELS
FIN FLREL 585.00
GROUT SOLID
3" PEA GRAVEL
DRAINABLE FLASHING
FOR VERT REINF REFERTO "S" SHEETS
12" INSUL SPLIT-FACECMU
CONT HORIZ TRUSSTYPE REINF @ 16" OC14'-0"T/ BEAMEL 599.00
T/MASVARIES
5/8" GYP BOARD
VAPOR BARRIER
MORTAR/GROUTSCREEN
1 1/2" GALVFURRING CHANNEL
GALV METALGABLE TRUSS(REFER TO S SHEETS)
12" CMU OPENBOTTOMBOND BEAM
RAFTER EXTENSION(REFER TO S SHEETS)AL RAKEFLASHING
2x WD RAKE
9 1/2" (R-30)INSULATION
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/19/2019 5:02 PM Plot By: RogersC Filename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\RRW-CF-2.dwg RRW-CF-2.dwgLast Saved: 3/19/2019 5:01 PM Saved By: RogersCFilename: \\Oh02fp01\Data\CADD\ACAD\PROJ\05673010.0000-Denton LLWTP Phase II\Architectural-Columbus\RRW-CF-2.dwgACAD Rel: 20.1s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILIITIESCHEMICAL BUILDINGARCHITECTURAL ELEVATIONS AND SECTIONSRRW-CF-2
187S. ZEIDC. ROGERS--1/4"=1'-0"
2'0 1'4'8'
0
3/4"=1'-0
6"1'2'
SECTION
3/4" = 1'-0"
1
RRW-CF-2
SECTION
3/4" = 1'-0"
2
RRW-CF-2
1/4" = 1'-0"
WEST ELEVATION
1/4" = 1'-0"
EAST ELEVATION
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
NORTH ELEVATION
2-FOUNDATION PLAN3/8"=1'0"13-24"Ø BELLED DSL=10'-0" (TYP)34'-0"12'-6"12'-3"23'-4"1'-6"(TYP)1'-0"27'-0"1'-0"5'-0"6'-6"9'-4"
9'-1"10'-0"9'-6"7'-0"1'-0"1'-0"
6'-6"
27'-4"4'-2"4'-4"4'-4"4'-2"5'-0"1'-0"3'-4"4'-0"
5'-0"8"8"8"4-F/FLR = ±585.00F/FLR= ±589.00NORTH
SLOPE STOOPSOCKET BASE,COORD WITHMEPSOCKET BASE,COORD WITHMEP2'x3'x2' SUMPRE: 6/S-152'-0"
DIAMETER5'-0"TOP OF SHAFTSPIRAL REINF(6) #6 REBAR112 TURNST&BBOTTOM OFSHAFT6"
PITCH
30°3"
6"3" CLR CVR TOVERT BARSKEYWAYSTD 90° HOOK(4) #6 DOWELS. EXTENDTO 4" BELOW TOP OFGRADE BEAM4'-2"1'-6"6"
SLAB
1'-6"#5 # 12"C/C,EW#5 @12"C/C,EWREMOVE TOP 2'-0" ANDFILL WITH COMPACTEDSTRUCTURAL FILL, TYP15 MIL MOISTUREBARRIER1'-6"#5 @12"C/C, EW8" CARTONFORMS3'-0"FRP GRATING6"4'-0"SECTION1/2"=1'-0"3TYPICAL BELLED DRILLED SHAFTNOT TO SCALE512" CMUWALL#5 # 12"C/C, EW1'-6"1'-6"T/PAVEMENTSLOPE12" CMU WALLBEYOND2"BEAM BEYOND#6 @12"C/C,EF#6 @9"C/C,EFSECTION3/4"=1'-0"21'-6"6"
SLAB1'-6"#5 # 12"C/C#5 #12"C/C, EWREMOVE TOP 2'-0" AND FILLWITH COMPACTEDSTRUCTURAL FILL, TYP15 MIL MOISTUREBARRIERREMOVE TOP 2'-0" AND FILLWITH COMPACTED STRUCTURALFILL TYP8" CARTON FORMS8" CARTONFORMS15 MIL MOISTUREBARRIER3'-0"SECTION3/4"=1'-0"46"
SLAB2'-6"
3'-0"12" CMU WALL(6) #68"MIN 3 SET OF TIES #3(4) #4 W/ 3" MINEMBEDMENT, REFERTO GENEARL NOTESFOR POST INSTALLEDREBARSOCKET BASE1 1/2"=1'-0"6NOTE:1.REFER TO SOCKET MANUFACTURERFOR DIMENSIONS.SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:20 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS04.dwg ST-BLD-PL-COLS04.dwg
Last Saved: 3/21/2019 4:01 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS04.dwgACAD Rel: 21.0s (LMS Tech)
LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITES
CHEMICAL BUILDING
FOUNDATION PLAN AND SECTIONSRRW-CF-3.PKC
AAD
.
MRR03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'03/4"=1'-06"1'2'08"1-1/2"=1'-0"4"1'3/20/2019188
NOTES:1.UNIFORM TOTAL LOAD SHOWN FOR JOIST DO NOT INCLUDE SELF-WEIGHT OF JOIST.2.IN ADDITION TO LOADS DESCRIBED IN NOTES 1 JOIST MANUFACTURER SHALL DESIGN JOISTS FOR10PSF OF COLLATERAL LOADS FOR BOTTOM CHORD.3.BOTTOM CHORD BRACES SHALL BE DESIGNED AND FURNISHED BY THE JOIST MANUFACTURER WHEREREQUIRED.4.DESIGN JOISTS AND BRIDGING FOR WIND LOADS, INCLUDING NET WIND UPLIFT.NET WIND UPLIFT = WIND LOAD - DEAD LOAD.5.LIMIT DEFLECTION DUE TO DEAD + LIVE LOADS TO L/240.GABLE JOIST LOADING DIAGRAMNOT TO SCALE31'-0"21'-4"4123'-0"WL=+48plf-101plf28'-4"11'-6"1'-0"4'-0"WINDDIRECTIONDL=+92plf LL=80plf WL=+44plf OR-46plf2'-6"WL=+40plf OR-142plf3'-0"WL=+48plf OR-101plf3'-0"DL=+92plf LL=80plfWL=-46plf2'-6"3'-0"WL=-101plfWL=-101plfWL=-142plf1'-0"11'-6"1'-0"2'-6"2'-6"ROOF FRAMING PLAN3/8"=1'-0"1 DOUBLE PITCH ROOF JOIST 8 SPA @4'-0" C/C = 32'-0"1'-0"1'-0"23'-4"34'-0"21'-4"1'-0"1'-0"GABLE JOISTS2'-712"(TYP)2'-712"(TYP)2'-712"(TYP)BRIDGING PER JOISTMANUFACTURER2-4-4-2-24K5
24K5
24K524K524KC524K524K512" LOAD BEARINGCMU WALLJOIST BRG ELSLOPESLOPE
4:12 4:12CONT BENT 14"x3"x3" ATRIDGE WELD TO JOIST TOPCHORDPLOUTRIGGERS @ 2'-0" C/CNORTH J HOOKNOTES:1.24KC5 TRUSS TO BE DESIGNED TO TAKE ADDITIONAL 750LBS WEIGHT OF J HOOK.2.PROVIDE (2) J HOOKS OF 750LBS CAPACITY.3.REFER TO MEP DRAWINGS TO LOCATE J HOOKS4.PROVIDE ADDITIONAL ANGLE STEEL AS REQUIRED.BRIDGING CONNECTION DETAILNOT TO SCALE4CMU WALLBRIDGING AS REQ'DBY JOIST MFR (TYP)TYPCMU WALLGROUT SOLID AT EXP BOLTSGROUT SCREENL3x3x14" (TYP)38"Ø EXP BOLTS @ 12"C/CW/3" MIN EMBEDMENT(TYP)CONT BENT14"x3"x3"412STEEL ROOFDECK12" CMU(2) #6 CONT INBOND BEAM TYPADD'L (2) #6 VERT (1 PER CELL) ATJOIST BEARING (TYP)BEARING 12"x6"x12" W/(2)34"Øx6" HEADED STUDANCHORS @ 8"C/CLH GABLE JOIST1/43"T/WALL EL 597.006"38"2'-712"112"612"WPEL 597.5412"SECTION1 1/2"=1'-0"2PLSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN18104
03/20/19
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
LAKE LEWISVILLE WATER TREATMENT
PLANT PHASE II IMPROVEMENTS
Freese and Nichols, Inc.
Texas Registered Engineering Firm F-2144Plot Date: 3/21/2019 4:21 PM Plot By: 02856 Filename: n:\ST\ST-BLD-PL-COLS04X.dwg ST-BLD-PL-COLS04X.dwg
Last Saved: 3/21/2019 3:57 PM Saved By: 02856Filename: n:\ST\ST-BLD-PL-COLS04X.dwgACAD Rel: 21.0s (LMS Tech)
LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITES
CHEMICAL BUILDING
ROOF FRAMING PLANRRW-CF-4.03/8"=1'-01'2'4'1'1/2"=1'-0"02'4'3/20/2019189
LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDING LAYOUTRRW-CF-5
####CSJA-BKSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:33 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\RRW-CF-5.dwg RRW-CF-5.dwgLast Saved: 2/7/2019 9:45 AM Saved By: RayFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\RRW-CF-5.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533NORTH3/8" = 1'-0"
4'-5"1'-8"1'-8"1'-6"3'-5"24"(TYP)7'-0"(TYP)SODIUM
PERMANGANATE
TOTE (TYP OF 4)5'-4"0
3/8"=1'-0
1'2'4'
CHEMICAL BUILDING LAYOUT
SODIUM PERMANGANATE
METERING PUMP SKID
(BY MANUFACTURER)
CHEMICAL
CONTAINMENT
AREA
Cu ION
GENERATION
SYSTEM
CIG CONTROL
PANEL
2"-CW-SS
2"-CW-PVC
1/2"-SP FLEXIBLE SS
TUBING (TYP OF 4)
1/2"-SP-SS (TYP)
2" PRV
BALL VALVE
(TYP)
1/2"-VT-PVC
5'-0"1/2"-VT FLEXIBLE PVC
TUBING (TYP OF 4)
2"-CW-SS
NOTES:
1.CHEMICAL TOTES EXCLUSIVELY FOR
DISPLAY PURPOSES. NOT PART OF
THE CURRENT CONTRACT.
2.SEE CIVIL SHEETS FOR PIPING
CONTINUATION.
3.CONTRACTOR SHALL PROCURE ONE
(1) PORTABLE DAVIT CRANE FOR THE
LAKE RAY ROBERTS RWPS THAT
CONFORMS TO THE FOLLOWING
SPECIFICATIONS:
DAVIT CRANE REQUIREMENTS:
LIFTING CAPACITY = 750 LBS
MINIMUM LIFT HEIGHT = 8'-6"
LIFT REACH RANGE = 2'-6" TO 3'-6"
4.THE FLOOR SLEEVES PROVIDED FOR
DAVIT CRANES, AS SHOWN ON THE
STRUCTURAL DRAWINGS, SHALL BE
COMPATIBLE WITH THE DAVIT CRANE
PROCURED. SUBMIT FOR ENGINEER'S
APPROVAL.
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-122"-DSP-SS
SEE NOTE 2
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12 PVCSTAINLESS STEEL2"-CW-PVC
2"-RW-PVC
SAMPLE
TAP
190
LAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIESCHEMICAL BUILDING SECTIONSRRW-CF-6
####CSJA-BKSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810411/30/2018CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 3/20/2019 2:27 PM Plot By: ArnoldJ Filename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\RRW-CF-6.dwg RRW-CF-6.dwgLast Saved: 2/6/2019 10:18 AM Saved By: RayFilename: I:\Acad\Proj\05673010.0000-Denton LLWTP Phase II\Mechanical-Dallas\RRW-CF-6.dwgACAD Rel: 22.0s (LMS Tech)100% SUBMITTAL 4055 International Plaza, Suite 200Fort Worth, Texas 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comFIRM REGISTRATION NUMBER: F-533SODIUM
PERMANGANATE
TOTE (TYP OF 4)
0
3/8"=1'-0
1'2'4'
SODIUM PERMANGANATE
METERING PUMP SKID
(BY MANUFACTURER)
CHEMICAL
CONTAINMENT AREA
Cu ION
GENERATION
SYSTEM
CIG CONTROL
PANEL2"-CW-SS
CHEMICAL
CONTAINMENT AREA
SODIUM
PERMANGANATE
TOTE
1/2"-SP
(FLEXIBLE PIPE)2'-6"4'-0"2'-6"1/2"-SP-SS (TYP)
1/2"-SP-SS (TYP)
CIG CONTROL
PANEL
BALL VALVE
(TYP)
BALL VALVE
(TYP)
2"-CW-SS
2" PRV
2"-CW-PVC
12"1/2"-SP-SS (TYP)
2"-CW-SS
2"-CW-SS
BALL VALVE
(TYP)12"12"2'-6"SEE CIVIL
SHEETS FOR
CONTINUATION
2"-CW-SS
1/2"-VT FLEXIBLE
PVC TUBING
(TYP OF 4)SEE NOTE 1
1/2"-VT-PVC
INSECT
SCREEN
INSECT
SCREEN
1/2"-VT-PVC
3'-6"
2'-112"
2'-0"
3'-5"
1'-6"1'-8"1'-8"
4'-5"7'-0"
9'-5"
1/2"-VT FLEXIBLE
PVC TUBING
(TYP OF 4)
1/2"-VT PVC
9'-0"9'-0"WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL PENETRATION
SEE DETAIL 2 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
PIPE SUPPORT (TYP)
SEE DETAIL 3 ON
SHEET LRW-CF-12
WALL CLAMP (TYP)
SEE DETAIL 1 ON
SHEET LRW-CF-12
NOTES:
1.ATTACH 1/2"-VT-PVC TO
RAILING AS NECESSARY.
2 RW PVC
SAMPLE
TAP
191
GENERAL NOTES
1. REFER TO H-1 FOR LEGEND, GENERAL NOTES
AND ABBREVIATIONS.
2. REFER TO H-2 FOR DETAILS.
EF-1
UH-2UH-1 UH-3
UH-5
L-1
UH-4 REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:52:31 PM
100% SUBMITTAL 03/20/2019HVAC FLOOR PLANRRW-CF-7DTN18104CITY OF DENTON, TEXASCHEMICAL BUILDINGLAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIESNOTE BY SYMBOL " "
1/2" = 1'-0"
1 HVAC FLOOR PLAN
1. TRANSITION DUCT DOWN TO 12" AFF. FROM FAN OPENING SIZE TO
12"X12" AND DROP. SUPPORT FROM WALL. COVER OPENING WITH 1/2"
MESH HARDWARE CLOTH.
2. ELECTRIC UNIT HEATER WITH INTEGRAL THERMOSTAT. COORDINATE
LOCATION TO NOT INTERFERE WITH ROLL UP DOOR.
3. INTAKE LOUVER ABOVE DOOR. RE: LOUVER SCHEDULE.
0 4'8'
3/16"=1'-0"
1
2(TYP.)
3
NORTH
192 NO.ISSUEBYDATE03/20/2019
REENIGNELANOISSEFORSTATEOSAXETFPVAN CASHEN118595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDVERIFY SCALE01Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone - (817) 735-7300Fax - (817) 735-7491Web - www.freese.comCPBPLANT PHASE II IMPROVEMENTSLAKE LEWISVILLE WATER TREATMENTCPBVMC3/20/2019 1:52:31 PM
100% SUBMITTAL 03/20/2019MECHANICAL SCHEDULESRRW-CF-8DTN18104CITY OF DENTON, TEXASCHEMICAL BUILDINGLAKE RAY ROBERTS RWPS CHEMICAL FEED FACILITIESEXHAUST FAN SCHEDULE
MARK LOCATION SERVES CFM EXT S.P. (IN WG) SONES
UNIT ELECTRICAL
MANUFACTURER/MODELHP RPM VOLT/PH
EF-1 WALL MOUNTED CHEMICAL ROOM 800 0.3 8.3 1/8 1550 115/1 GREENHECK/CW-095-D
REMARKS:
1. PROVIDE WITH APPROPRIATE ACCESSORIES FOR WALL MOUNTING. MOUNT AT 7'-0" AFF.
2. PROVIDE WITH ALUMINUM BIRD SCREEN.
3. FAN TO RUN CONTINUOUSLY 24/7.
4. PROVIDE OUTDOOR-RATED EMERGENCY VENTILATION SHUTOFF SWITCH IN ACCORDANCE WITH IMC 2018 SECTION 502.8.1.1. HARDWIRE TO EF-1.
REMARKS:
1. LOUVER CONSTRUCTION TO BE ALUMINUM. MOUNT AT 14'-0" AFF.
2. PROVIDE WITH ALUMINUM INSECT SCREEN ON INSIDE FACE OF LOUVER.
3. LOUVER SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 8.
ELECTRIC UNIT HEATER SCHEDULE
MARK SERVES TYPE
CAPACITY
(KW) CFM
THROW
(FT)
MOUNTING
HIEGHT (FT)
UNIT ELECTRICAL
MANUFACTURER/MODELHP VOLT/PH AMPS
UH-1 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-2 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-3 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-4 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
UH-5 CHEMICAL ROOM HORIZ. 2.6 360 12 8 1/30 277/1 9.6 CHROMOLOX/HVH-02-71-00
REMARKS:
1. PROVIDE APPROPRIATE ACCESSORIES TO SUPPORT HEATER FROM WALL.
2. PROVIDE WITH INTEGRAL THERMOSTAT. SET POINT 55°F HEATING (ADJUSTABLE).
3. PROVIDE INTEGRAL DISCONNECT.
LOUVER SCHEDULE
MARK TYPE SERVES CFM FPM
FREE AREA
(SQFT)
L-1 INTAKE CHEMICAL ROOM 800 726 1.05
193 NO.ISSUEBYDATE03/20/2019
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