IFB 7096 LLWTP Standard Details 6.17.19Prepared For:City of DentonMay 2019STANDARD DETAILSLAKE LEWISVILLE WATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TEXASVolume 3of 4Standard DetailsGarver Project No. 18088080For the Construction of100% DESIGN DRAWINGS –BID SET
3000-100C
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
DEVELOPMENT
LENGTH (I )
(INCHES)d
"TOP"
BARS OTHER
CLASS A LAP
SPLICE
(INCHES)
CLASS B LAP
SPLICE
(INCHES)
90° STD
HOOK
(INCHES)
HOOK Idh
180° STD
HOOK "Y"
"TOP"
BARS OTHER "TOP"
BARS OTHER
DIAMETER
(d )
(INCHES)bBAR
SIZE
REINFORCING BARS IN TENSION
#3
#4
#5
#6
#7
#8
#9
#10
#11
0.375
0.5
0.625
0.75
0.875
1.0
1.128
1.27
1.41
12 9 15 6 7 6
15 12 20 8 10 6
19 15 24 10 12 6
23 17 30 12 14 6
33 25 42 14 17 7
37 29 48 16 19 8
46 36 60 20 22 11
57 44 74 22 24 12
68 53 90 24 27 13
REINFORCING BARS IN COMPRESSION
#3
#4
#5
#6
#7
#8
#9
#10
#11
0.375
0.5
0.625
0.75
0.875
1.0
1.125
1.25
1.375
8
10
12
14
17
19
22
24
27
12
15
19
23
26
30
34
38
42
HOOKED BARS SHALL
NOT BE USED IN
COMPRESSION
12 9
15 12
12
15
19
23
33
37
46
57
68
19 15
23 17
33 25
37 29
46 36
57 44
68 53
FOR CLEAR COVER OF 2", F'c= 4,000PSI, & GRADE 60 STEEL
STRAIGHT
BAR
90° STD
HOOK
180° STD
HOOK
"X"DEVELOPMENTLENGTH"Y"MIN LAP
LENGTH
CTR TO CTR
SPACING OF
SPLICED BARS
NOT TO EXCEED
1/5 MIN LAP
LENGTH OR 6 IN
WHICHEVER IS
LESSNOTES:
1. "TOP" BARS SHALL BE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF FRESH
CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.
2. CLEAR SPACING OR BARS BEING DEVELOPED OR SPLICED SHALL
A) NOT BE LESS THAN d , HAVE CLEAR COVER NOT LESS THAN d , AND STIRRUPS OR TIES THROUGHOUT I
NOT LESS THAN THE CODE MINIMUM OR;
B) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2d AND CLEAR COVER NOT
LESS THAN d .
WHERE d =DIAMETER OF REINFORCING BAR AND I =DEVELOPMENT LENGTH.
3. ALL LAP SPLICES SHALL BE CLASS B UN0.
SCALE:NOT TO SCALE
REINFORCING LAP SPLICE
STANDARD HOOK AND
3000-100C
D03
b
d
d
b
b b
b
3000-100D
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
DEVELOPMENT
LENGTH (I )
(INCHES)d
"TOP"
BARS OTHER
CLASS A LAP
SPLICE
(INCHES)
CLASS B LAP
SPLICE
(INCHES)
90° STD
HOOK
(INCHES)
HOOK Idh
180° STD
HOOK "Y"
"TOP"
BARS OTHER "TOP"
BARS OTHER
DIAMETER
(d )
(INCHES)bBAR
SIZE
REINFORCING BARS IN TENSION
#3
#4
#5
#6
#7
#8
#9
#10
#11
0.375
0.5
0.625
0.75
0.875
1.0
1.128
1.27
1.41
12 9 15 6 7 6
15 12 20 8 10 6
19 15 24 10 12 6
23 17 30 12 14 6
33 25 42 14 17 7
37 29 48 16 19 8
42 32 54 20 22 11
47 36 62 22 24 12
53 40 68 24 27 13
REINFORCING BARS IN COMPRESSION
#3
#4
#5
#6
#7
#8
#9
#10
#11
0.375
0.5
0.625
0.75
0.875
1.0
1.125
1.25
1.375
8
10
12
14
17
19
22
24
27
12
15
19
23
26
30
34
38
42
HOOKED BARS SHALL
NOT BE USED IN
COMPRESSION
12 9
15 12
12
15
19
23
33
37
42
48
52
19 15
23 17
33 25
37 29
42 32
47 36
53 40
FOR CLEAR COVER OF 3", F'c= 4,000PSI, & GRADE 60 STEEL
STRAIGHT
BAR
90° STD
HOOK
180° STD
HOOK
"X"DEVELOPMENTLENGTH"Y"MIN LAP
LENGTH
CTR TO CTR
SPACING OF
SPLICED BARS
NOT TO EXCEED
1/5 MIN LAP
LENGTH OR 6 IN
WHICHEVER IS
LESSNOTES:
1. "TOP" BARS SHALL BE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF FRESH
CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.
2. CLEAR SPACING OR BARS BEING DEVELOPED OR SPLICED SHALL
A) NOT BE LESS THAN d , HAVE CLEAR COVER NOT LESS THAN d , AND STIRRUPS OR TIES THROUGHOUT I
NOT LESS THAN THE CODE MINIMUM OR;
B) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2d AND CLEAR COVER NOT
LESS THAN d .
WHERE d =DIAMETER OF REINFORCING BAR AND I =DEVELOPMENT LENGTH.
3. ALL LAP SPLICES SHALL BE CLASS B UN0.
SCALE:NOT TO SCALE
REINFORCING LAP SPLICE
STANDARD HOOK AND
3000-100D
D03
b
d
d
b
b b
b
3000-101
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
STANDARD COVER FOR REINFORCING STEEL
NOT TO SCALE3000-101
D03
ABOVE GRADE
CONCRETE WALLS POURED AGAINST EARTH
BASE SLAB & FTG's
BELOW GRADE WALLS
LIQUID SIDE LIQUID/AIR
SIDE 2"CLR3"CLR3"
CLR
EARTH
SIDE
2" CLR
UNO
2" CLR
2" CLR
UNO
2" CLR
NOTE: SEE PLANS FOR PROPER REBAR
ORIENTATION.
SUSPENDED SLAB2"CLR2"CLRCOLUMN, PIER, & BEAM
2" CLR
TYP, UNO
LIQUID/AIR
SIDE
3000-102A
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
D03
3000-102A
FLAT RIBBED WATERSTOP DETAIL
NOT TO SCALE
NOTE:
FLAT RIBBED PVC WATERSTOP TO BE USED IN NEW
CONSTRUCTION OF NEW CONCRETE TO NEW CONCRETE.
1.WATERSTOPS SHALL BE GREENSTREAK OR APPROVED EQUAL.
6"
9"
4"3/16"MIN3/8"MIN3/8"MIN
3000-105
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
D03
3000-105
CONCRETE SPLASH BLOCK DETAIL
NOT TO SCALE
1'-4
"4"2'-0"
3000-127
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL FOUNDATION CONSTRUCTION JOINT
NOT TO SCALE3000-127
D03
1/4" INTENTIONALLY
ROUGHENED JOINT
6" RIBBED WATERSTOP
FOUNDATION REINF
SEE PLANS"T"SEE PLANSCOMPACTED
FILL MATERIAL
CLASS B
LAP SPLICE
3000-200
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
STD HOOKSTD HOOK
STD HOOK
NOTES:
1. DIMENSION "A" = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN
QUESTION.
2. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DIMENSION "B" SHALL BE
THE MINIMUM CLASS B LAP SPLICE LENGTH AS REQUIRED. IF BAR SIZES
DIFFER, USE THE MINIMUM LAP LENGTH AS REQUIRED FOR THE SMALLER OF
THE TWO BARS BEING SPLICED.
3. ALL GRADE BEAMS AND FOUNDATIONS SHALL ALSO HAVE CORNER BARS.
SCALE:NOT TO SCALE
FOUNDATION INTERSECTION/CORNER REINFORCING
TYPICAL REINFORCING WALL, GRADE BEAM, &
3000-200
D03
"A"
SEE NOTE 1
"B"
SEE NOTE 2
CORNER BAR SIZE &
SPACING TO MATCH
WALL REINFORCING,
TYP."B"SEE NOTE 2"B"
SEE NOTE 2"B"SEE NOTE 2"A"SEE NOTE 1
3000-201
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
6" RIBBED WATERSTOP
CENTERED IN WALL
1/4" INTENTIONALLY
ROUGHENED JOINT
WALL REINFORCEMENT
VARIES, SEE PLANS
CLASS B LAP SPLICE, UNO.
REFER TO SPECIFIC
STRUCTURE DRAWINGS.
SCA LE:
WALL TO FOUNDATION JOINT
NOT TO SCALE3000-201
D03
FOUNDATION REINFORCEMENT,
SEE PLANS.
VARIES
VARIES3" CLR.COVERACI STANDARD HOOK
3000-204
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SLOPE 2SCALE:
D03
3000-204
STOOP/APPROACH SLAB
NOT TO SCALE
NOTE:
SLOPE = 14" PER FOOT, UNO.
20"
24"
SECTION
PLAN
1
16"3"CLR2'-6"2"CLR#4 @ 12" OC EW
@ 1/3 DEPTH, TYP
12" GRANULAR
FILL, TYP
#4 @ 12" OC
(TYP 3 SIDES)
6" MIN
UNO
ROUGH OPENING PER PLANS 6" MIN
UNO
5'-0" FOR DOORS10'-0" FOR OHD, UNO1/2"4"
8"
BOND
BREAKER
SLOPE1/4"/FTBOND
BREAKER
3000-303
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL SPLICE DETAIL AT CIRCULAR BASIN WALLS
NOT TO SCALE3000-303
D03
NOTES:
1.TYPICAL FOR WALL HORIZONTAL BARS AND BASE SLAB CIRCULAR BARS.
2.CLASS B LAP SPLICE REQUIRED
L
LENGTH OF
SPLICE
OR 3'-0"
WHICHEVER
IS GREATER
C SPLICE L C SPLICESPLICE SHALL NOT LINE UP VERTICALLY INWALLS MOREFREQUENTLY THAN EVERYTHIRD BAR
3000-400
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
FOOTING
SCALE:
STRIP FOOTING INTERSECTION DETAIL
NOT TO SCALE3000-400
D03
CLASS B
LAP SPLICE
TYP.
3000-401
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
STRIP FOOTING CORNER DETAIL
NOT TO SCALE3000-401
D03
FOOTING CLASS BLAP SPLICETYP.
3000-600
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
OPEN
LAP
NOTES:
1.NUMBER OF ADDITIONAL REINFORCING BARS AT EACH SIDE OF OPENING SHALL EQUAL HALF
THE NUMBER OF INTERRUPTED BARS IN EACH LAYER OF REINFORCING.
2.SIZE OF ADDITIONAL REINFORCING BARS TO EQUAL SIZE OF INTERRUPTED REINFORCING BARS.
3.PROVIDE STD HOOKS FOR BARS IF LAP LENGTH EXTENSION CANNOT BE OBTAINED AT JOINTS OR OTHER
OBSTRUCTIONS. PLACE ADDITIONAL BARS IN SAME PLANES AS INTERRUPTED REINFORCING.
4.UNLESS NOTED OTHERWISE, SIZE OF DIAGONAL BARS SHALL BE THE SAME SIZE AS THE INTERRUPTED NORMAL
REINFORCING LOCATE DIAGONALS IN EACH LAYER OF REINFORCING.
5.PLACE DIAGONAL BARS INSIDE NORMAL REINFORCING.
6. PROVIDE 2 DIAGONAL BARS EACH LAYER OR FACE, EACH WAY AS SHOWN.
7.ALL REINFORCING TO CLEAR OPENING OR FLANGE COLLARS BY 2".
ADD (2) #5
BARS @ 45°
E.F. TYP.
#5 HOOP
EACH FACE
ADJACENT
OBSTRUCTION
SCALE:
ADDITIONAL REINFORCEMENT @ OPENINGS IN WALLS
NOT TO SCALE3000-600
D03
LAP DIAGONAL BARS
AS SHOWN AND HOOK
#5 HOOP
EACH FACE
INTERRUPTED NORMAL
REINFORCING, TYP.
ADDITIONAL BARS
ON EACH FACE, REPLACE
HORZ. & VERT. BARS
INTERRUPTED BY OPENING
WITH BARS OF EQUAL SIZE
& NUMBER. MINIMUM OF
HALF THE INTERRUPTED
BARS ON EACH SIDE.
SPACE ADDED BARS @ 6"
O.C.
ON EACH FACE, REPLACE
HORZ. & VERT. BARS
INTERRUPTED BY OPENING
WITH BARS OF EQUAL SIZE
& NUMBER. MINIMUM OF
HALF THE INTERRUPTED
BARS ON EACH SIDE.
SPACE ADDED BARS @
6" O.C.
ADD (2) #5
BARS @ 45°
E.F. TYP.
CLASS BLAP SPLICECLASS B
LAP SPLICE
2"
6"2"6""D"
2" CLRCLASS BLAPSPLICECLASS B
LAP
SPLICE ,TYP
2'-0"
HOOK TYP
"S"/2
TYP
"S""S"/2TYP"S"MIN LAP
TYPMIN LAPTYPCLA
S
S
B
LAP
S
PLI
C
E
1'-6"
3000-602
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
"T"
TYPICAL 3/4"
CHAMFER REQUIRED
@ ALL ABOVE
GROUND CORNERS
SEE STRUCTURE
DRAWING FOR
REINF. REQUIRED
SCALE:
STANDARD CHAMFER AT CONCRETE
NOT TO SCALE3000-602
D03 3/4"3/4"
3000-607
D03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
D03
3000-607
TOP OF WEIR WALL DETAIL
NOT TO SCALE
SEE
PLANS
NOTE:
1. REINFORCING SHALL BE AS DETAILED ON PLANS.
2. SEE MECHANICAL DETAILS FOR WEIR PLATE DETAILS.1"T/WALL
SEE PLAN
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS3000-1000D03AB DIA (IN.)MIN PAD HT (IN.)1271011151821241/25/83/47/81 1/41 3/81 1/21 3/48 1/212 1/216 1/210"10"10"10"10"8"SCALE:NOT TO SCALEEQUIPMENT BASE DETAIL3000-1000D03EQUIPMENT BASE1 1/2" FLUIDNON-SHRINKGROUT, TYPCONSTRUCTION JOINT,LEAVE ROUGH & CLEANNOTES:1.SEE EQUIPMENT BASE NOTES.2.SEE TYPE B NOTES.TYPE ASUSPENDED SLAB ORSLAB ON GRADE, FORTHICKNESS, SEE PLANS#5@12", TYPMINIMUM ANCHOR BOLTDIMENSIONS, SEE NOTES& ANCHOR BOLT DETAILSTOOLED EDGE (3/4")MIN 4PER BASE#5@12"2" CLR1" CLR 2" MIN ALL AROUND1 1/2"CLR
TYPE BNOTES:1.SEE EQUIPMENT BASE NOTES.2.USE TYPE B BASE IN PLACE OF TYPE A WHERE REQUIRED BY EQUIPMENT OR STRUCTUREGEOMETRY. SEE NOTE 8.EQUIPMENT BASE NOTES:1.PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ONTHE PLANS. VERIFY ALL PAD SIZE REQUIREMENTS WITHSHOP DRAWINGS OF ACTUAL EQUIPMENT FURNISHED ANDOBTAIN ENGINEER'S APPROVAL OF FINAL DIMENSIONS.2.THE SIZE, NUMBER, TYPE, LOCATION, AND THREADPROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINEDBY THE EQUIPMENT MANUFACTURER, AND SHALL BE ASAPPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BEHELD IN POSITION WITH A ONE PIECE TEMPLATE, MATCHINGTHE BASE PLATE, WHILE PAD IS BEING POURED.3.ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2" IN ALLDIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8TIMES THE BOLT DIAMETER. SLEEVES SHALL BE FILLEDWITH NON-SHRINK GROUT.4.ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNALDIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUMINTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLTDIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINKGROUT.5.EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESSSPECIFIED OTHERWISE.6.NOT USED.7.WEDGES OR SHIMS SHALL BE USED TO SUPPORT THE BASEWHILE THE NON-SHRINK GROUT IS PLACED. TEMPORARYLEVELING NUTS SHALL BE BACKED OFF. IF LEFT INTHE WEDGES OR SHIMS SHALL NOT BE EXPOSED TO VIEW.8.HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHORBOLT CLEARANCE TO KEEP ANCHOR BOLT OUT OF SLAB (SEETABLE BELOW). WHERE EQUIPMENT OR PIPING ELEVATIONREQUIRE A PAD HEIGHT LESS THAN THE MINIMUM SHOWN,USE TYPE B WITH BLOCKOUT.9.TYPE "D" PADS MAY BE SUBSTITUTED FOR TYPE "A" PADSFOR LOCATIONS APPROVED IN WRITING BY THE ENGINEER.10.SEE ANCHOR BOLT AND BLOCKOUT DETAILS.TYPE DTYPE ETYPE FTYPE CNOTE:ANCHOR EQUIPMENT TO CONCRETEUSING SST CONCRETE ANCHORS SPECIFIED.NOTES:1.SEE EQUIPMENT BASE NOTES.2.ANCHOR EQUIPMENT TO CONCRETE USING SST CONCRETE ANCHORS ORANCHOR BOLTS SPECIFIED.3.PAD SHALL BE 6" LARGER THAN EQUIPMENT ON ALL SIDES UNOOR AS REQUIRED BY EQUIP. MFG.EQUIPMENT BASEEQUIPMENT BASE1 1/2" FLUIDNON-SHRINKGROUT, TYP2" MIN ALL AROUNDCONSTRUCTION JOINT,LEAVE ROUGH & CLEAN1 1/2"
CLR
MINIMUM ANCHOR BOLTDIMENSIONS, SEE NOTES& ANCHOR BOLT DETAILSTOOLED EDGE (3/4")1 1/2" CLRANCHOR BOLT SLEEVE, TYP#5@12", TYPSEE ANCHOR BOLT,BLOCKOUT DETAILSUSPENDED SLAB ORSLAB ON GRADE, FORTHICKNESS, SEE PLANS#5@12"MIN 4 PER BASESUSPENDED SLAB ORSLAB ON GRADE, FORTHICKNESS, SEE PLANSEQUIPMENT BASETOOLED EDGE (3/4")#5@12"CONSTRUCTION JOINT,LEAVE ROUGH#5@12" , 1-1/2" CLR.PAD HEIGHT ASREQ'D, 5" MAX ATELEVATED SLABS,10" MAX ATSLABS ON GRADEMINIMUM ANCHOR BOLTDIMENSIONS, SEE NOTES& ANCHOR BOLT DETAILSTOOLED EDGE (3/4")1 1/2" FLUIDNON-SHRINKGROUT, TYP2" MIN ALL AROUND1 1/2"CLR FOR MIN PADHEIGHT SEENOTE 8 & TABLE SEE NOTE 8 SEE NOTE 81 1/2" CLRNOTES:SEE EQUIPMENT BASE NOTES.NOTE:VERIFY PAD SIZE WITHEQUIPMENT MANUFACTURERPRIOR TO CONSTRUCTION.SLEEVEEQUIPMENT BASEEXISTINGCONC SLABROUGHEN SURFACE OFEXISTING CONC SLAB TOFULL 1/4" AMPLITUDE.]CLEAN PRIOR TOPOURING NEW CONCPAD HEIGHT ASREQ'D, 3 1/2" MIN8" MAX#4 @ 12" INEPOXY ANCHORS#4@12", 1" CLR FORSLABS LESSTHAN 4" THICK,#5@12", 1 1/2" CLR FORSLABS THICKERTHAN 4"CONCRETE ANCHOR BOLTSOR ANCHORS AS DESIGNEDAND AS RECOMMENDED BYTHE EQUIPMENT MFREQUIPMENTROUNDEDGE W/SHORTRADIUSTOO6" TYPICAL UNLESSNOTED OTHERWISEON PLANS OR AS REQDBY THE EQUIPMENTMFRTHICKENEDEDGE OF SLABALL AROUND8"2'-6"
MIN
4"FINISHGRADECOMPACTED FILL TO UNDISTURBEDFIRM SUBGRADE, AS SPECIFIED10"
2"
CLR
3"
CLR
#5@12" EW,TOP & BOTMECHANICALLY ROUGHENCONTACT SURFACE TO FULL1/4" AMPLITUDE, CLEANPRIOR TO POURINGNEW CONCRETE1 1/2"CLR#5@12" INEPOXYANCHOR12"EXST SUSPENDED SLABOR SLAB ON GRADE, FORTHICKNESS, SEE PLANS#5 @ 12", TYP2-#4 TIE BARS
2200-002
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CMU LINTEL BEAMS
NOT TO SCALE2200-002
D04
8" OR 12"
CMU
8" OR 12"
CMU
1 5/8" SOLID UNITS OR
FACE SHELL CUT FROM
STRETCHER UNITS
REINF. - SEE
SCHEDULE.
FILL WITH
GROUT
STANDARD
LINTEL BLOCK 3"CLR3"CLR3"CLRVERT. WALL
REINF.
VERT. WALL
REINF.
NOTES:
1. EXTEND LINTEL BEAM 8" BEYOND OPENING EACH END.
2. SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
8" DEEP
CMU LINTEL
16" DEEP
CMU LINTEL
2200-003
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CMU BOND BEAM DETAIL
NOT TO SCALE2200-003
D04
NOTE:
SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
VERTICAL REINF. @
INDICATED SPACING.
GROUT CELLS FULL.
EXTEND THRU BOND
BEAMS.
(2) #5
CONT
FILL WITH
GROUT
LADDER TYPE
CONTINUOUS JOINT
REINF. @ 16" O.C.
METAL LATH
SCREEN
8" OR 12"
CMU 3"CLR
2200-004
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CMU BOND BEAM CORNER REINFORCEMENT
NOT TO SCALE2200-004
D04
NOTES:
1. CENTER VERTICAL REINF. IN CELL AND EXTEND THRU BOND BEAMS.
LAP 36" MIN AS REQ'D.
2. FILL REINF. CELLS SOLID WITH GROUT.
3. SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
#5 CORNER
BARS
BOND BEAM
REINF.
36"
36"
VERTICAL REINF
@ 3 CELLS, TYP
2200-005
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
NOTES:
1. PROVIDE MIN. HORIZONTAL WALL REINF. - LADDER TYPE
STANDARD WEIGHT WELDED WIRE MASONRY REINF. @ 16" O.C.
VERTICALLY, UNLESS SHOWN OTHERWISE.
2. SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
CORNER TYPICAL BARS END OF WALL OR
JAMB AT OPENING
SCA LE:
TYPICAL CMU WALL REINFORCEMENT
NOT TO SCALE2200-005
D04
VERTICAL BARS, CENTERED IN CELL.
FILL CELL WITH GROUT.
LAP 64 BAR DIAMETERS MIN.
DOWEL @ EACH VERTICAL BAR
SAME DIAMETER AS VERTICAL BAR
2'-0" MAX
AT ENDS
TYP SPACING
VERTICAL BARS @ (3) CELLS,
CENTERED IN CELL.
FILL CELL WITH GROUT.
LAP 64 BAR DIAMETERS MIN.
MATCH BAR SIZE OF TYPICAL
BARS.
DOWEL BARS TO MATCH
VERTICAL BARS @ (3) CELLS,
2200-007
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
NOTES:
1. THIS DETAIL TYPICAL FOR PIER OR WALL SECTION ≤ 3'-0" WIDTH,
UNLESS SHOWN OTHERWISE.
2. REINFORCING SHOWN FOR WALL PIERS BOUNDED BY WINDOW OPENINGS,
DOOR OPENINGS, LOUVER OPENINGS OR CONTROL JOINTS.
3. SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
SCALE:
CMU PIER DETAIL
NOT TO SCALE2200-007
D04
FILL ALL
CELLS SOLID
W/ GROUT
#5 VERT. IN
EACH CELL, U.N.O.
#3 TIES @ 16" O.C.
(EVERY OTHER JOINT)
L ≤ 3'-0"OPENING OR
CONTROL JOINT
OPENING OR
CONTROL JOINT
2200-100
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
CMU CONTROL JOINT DETAIL
2200-100
D04
NOTES:
1.CENTER VERTICAL REINF. IN CELL AND EXTEND THRU BOND BEAMS. LAP 36" MIN
AS REQ'D.
2.VERTICAL REINF. BAR SIZE SHALL MATCH VERTICAL REINF. OF TYPICAL CMU
WALL.
3.FILL REINF. CELLS SOLID WITH GROUT.
4.SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
VERTICAL REINF.
@ (2) CELLS
EACH SIDE OF JOINT
3/8"
CONTINUOUS
RUBBER FORMED
CONTROL JOINT
CONTINUOUS ELASTOMERIC
SEALANT WITH BACKER ROD
@ BOTH SIDES OF WALL
2200-101
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CMU SILL DETAIL
NOT TO SCALE2200-101
D04
(2) #5 CONT
FILL WITH GROUT
TYP JOINT REINF. @ 16" OC3"CLRNOTE:
SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
8"
CMU
VERTICAL REINF. @ INDICATED SPACING.
GROUT CELLS FULL.
EXTEND THRU BOND BEAMS.
2200-201
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
VERTICAL WALL REINF. @
INDICATED SPACING
L3x3x1/4x1'-0"
LONG @ 4'-0" O.C.
EA FACE OF WALL
STEEL DECK
8" BOND BEAM W/
(2) #5 CONT
8" NON-LOAD BEARING
CMU WALL
SCA LE:
NON-LOAD BEARING CMU WALL SUPPORT DETAIL
NOT TO SCALE2200-201
D04
NOTE:
SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
(4) #10 TEK SCREWS @
EA ANGLE, TYP
GROUT SOLID1/2"GAP
MASONRY WALLSTEEL ROOF DECK3/4" DIA ANCHOR BOLT @ 2'-0" MAXLEDGER L4X3X3/8 LLV. INSTALL ANGLE TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS.1 7/8"1 1/2"CL ANCHOR BOLTD055120-1051 3/4"MASONRY WALLSTEEL ROOF DECK3/4" DIA ANCHOR BOLT @ 2'-0" MAXLEDGER L4X3X3/8 LLV. INSTALL ANGLE TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS.1 1/2"CL ANCHOR BOLTD055120-105ROOF DECK RIBS PERPENDICULAR TO WALLROOF DECK RIBS PARALLEL TO WALLNOTES:1. FIRST ANCHOR BOLT AT EACH END OF SECTION OF ANGLE SHALL BE 6" OR LESS FROM END OF ANGLE.2. ANGLE SHALL STOP AT EACH SIDE OF CONTROL AND EXPANSION JOINTS. GAP BETWEEN ENDS OF ANGLES SHALL BE EQUAL WIDTH OF JOINT.DATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D042200-203D042200-203SCALE:NOT TO SCALEROOF DECK TO MASONRY WALL CONNECTION
MASONRY WALL3/4" Ø ANCHOR BOLT @ 2'-0" MAXLEDGER L4X3X3/8 LLV. INSTALL ANGLE TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS.1 7/8"1 1/2"CL ANCHOR BOLTD055120-1051 3/4"MASONRY WALLSTEEL ROOF DECK3/4" Ø ANCHOR BOLT @ 2'-0" MAXLEDGER L4X3X3/8 LLV. INSTALL ANGLE TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS.1 1/2"CL ANCHOR BOLTD055120-105ROOF DECK RIBS PERPENDICULAR TO WALLROOF DECK RIBS PARALLEL TO WALLNOTES:1. FIRST ANCHOR BOLT AT EACH END OF SECTION OF ANGLE SHALL BE 6" OR LESS FROM END OF ANGLE.2. ANGLE SHALL STOP AT EACH SIDE OF CONTROL AND EXPANSION JOINTS. GAP BETWEEN ENDS OF ANGLES SHALL BE EQUAL WIDTH OF JOINT.BRICK VENEERAIR SPACE2" RIGID INSULATIONSTEEL ROOF DECKBRICK VENEERAIR SPACE2" RIGID INSULATIONDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D042200-204D042200-204SCALE:NOT TO SCALEROOFDECKTOMASONRYWALLCONNECTIONWITHBRICKVENEER
RIBS PERPENDICULAR TO WALLRIBS PARALLEL TO WALLNOTES:1. HSS 6X2X1/4XCONT. SLOPE TO MATCH ROOF SLOPE FOR 8" CMU.2. HSS 10X2X1/4XCONT. SLOPE TO MATCH ROOF SLOPE FOR 10" CMU.SEE NOTES 1 AND 2STEEL ROOF DECKSEE ROOF FRAMING PLAN FOR DECK FASTENINGCMU WALL3/4"Ø X 8' STUDS @ 2'-0" MAXIMUM AND 3" FROM PLATE ENDSSEE NOTES 1 AND 2STEEL ROOF DECKSEE ROOF FRAMING PLAN FOR DECK FASTENINGCMU WALL3/4"Ø X 8' STUDS @ 2'-0" MAXIMUM AND 3" FROM PLATE ENDSDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D042200-205D042200-205SCALE:NOT TO SCALEROOF DECK ON INTERIOR MASONARY WALL
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2200-300DD04TYPICAL WALL PIERTYPICAL CONTROLJOINTSCALE:NOT TO SCALEREINF. AT OPENINGS DETAIL2200-300D04OPENING W/LINTELBOND BEAM COMBINATIONFOUNDATION LINEHORIZONTAL JOINT REINF. @16" OC USE 9 GAUGE TRUSSTYPE WELDED WIRE MASONRYREINF, UNOCONTINUOUS BOND BEAM WITH(2) #5 MINIMUM IN ADDITION TOLINTEL AT THE TOP OF ALLOPENINGS LARGER THAN 1'-4"ROOF DIAPHRAGMBOND BEAMCONTROL JOINTFOUNDATION DOWELTIES " " IN MORTARJOINTS (IN ALL PIERSLESS THAN 3'-0" INWIDTH)CONTINUE BONDBEAM REINF THRUCJ#4 HOOKED DOWEL AT EACHVERTICAL BAR, EXTEND 6"INTO BOND BEAM6"24"INTERRUPT LAADDERREINF. AT CJ
2200-302
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
#5 CORNER
BARS
BOND BEAM
REINF.
36"
36"
SCALE:
TYPICAL CMU BOND BEAM INTERSECTION REINFORCEMENT
NOT TO SCALE2200-302
D04
VERTICAL REINF
@ 4 CELLS, TYP
NOTES:
1.CENTER VERTICAL REINF. IN CELL AND EXTEND THRU BOND BEAMS. LAP 36" MIN AS
REQ'D.
2.FILL REINF. CELLS SOLID WITH GROUT.
3.SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
CMU WALL
2200-304
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
AT WALL JOINTS DETAIL
TYPICAL CMU WALL REINFORCEMENT
2200-304
D04
BOND BEAM @ ROOF
DIAPHRAGM OR AS INDICATED.
REINFORCEMENT CONTINUES
THROUGH CJ
INTERRUPT LADDER REINF.
HORIZONTAL AT CJ
DOWELS MATCHING
WALL REINF.
BEGIN HORIZ
LADDER REINF. AT
TOP OF SECOND
BLOCK COURSE
ABOVE T/FDN.
SPACE @ 16" OC
WALL CONTROL JOINT
(CJ)
(2) #5 BARS
IN GROUTED CELLS
EACH SIDE OF CJ,
TYP
NOTE:
SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.1'-6"MIN.FOUNDATION
TYP
T/SLAB
SEE PLAN
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2200-306D04DETAIL ACONTROL JOINT MATERIAL #RS-12BY HOHMANN AND BARNARDOR APPROVED EQUALPROVIDE NEOPRENEPAD TO PREVENTMORTAR AND DEBRISFROM CLOGGING JOINTCONT. SEALANTCONT. SEALANT W/BACKER RODBRICK (2) VERT BARS FULL HEIGHT.GROUT CELL SOLID FULL HEIGHTEACH SIDE OF JOINT, TYPDETAIL BDETAILS AND SPECIFICATIONS FOR DETAIL BARE THE SAME AS DETAIL A.THE ONLY DIFFERENCE IS THE LOCATIONOF THE JOINTS. NOTES:1.CENTER VERTICAL REINF. IN CELL AND EXTEND THRU BOND BEAMS. LAP 64 BAR DIAMETERS MIN.2.VERTICAL REINF. BAR SIZE SHALL MATCH VERTICAL REINF. OF TYPICAL CMU WALL.3.FILL REINF. CELLS WITH GROUT.4.SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.SCALE:PLAN-MASONRY JOINTNOT TO SCALE2200-306D04DOWEL BARSSEE PLAN, TYPBRICK8" OR 12"CMU BLOCK
2200-307
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
CMU WALL INTERSECTION
TYPICAL CONNECTION AT
2200-307
D04
CONTROL JOINT
RAKE AND CAULK GROUTED CELL FULL
HEIGHT OF WALL
1 1/2 x 1/4 x 30" STRAP
ANCHORS W/ 3" RIGHT
ANGLE BENDS AT EACH END,
@ 48" O.C. MAX. VERTICALLY
GROUTED CELL
FULL HEIGHT
OF WALL
GROUTED CELL
FULL HEIGHT
OF WALL
CONT HORIZ JOINT
REINF. @ 16" O.C. VERT
CONT HORIZ JOINT
REINF. @ 16" O.C. VERT
DISCONTINUE AT
WALL INTERSECTION
VERTICAL REINF.
@ (2) CELLS,
CENTERED IN CELL
VERTICAL REINF. @
(2) CELLS, CENTERED
IN CELL. MATCH
BAR SIZE OF TYPICAL
CMU WALL.
NOTE:
SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
ISOMETRIC VIEW
PLAN VIEW
CONT HORIZ JOINT
REINF. @ 16" O.C.
VERT
2200-308
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
(1) #6 BAR TO
UNDERSIDE OF
LINTEL
(2) #6 FULL
HEIGHT BARS
NOTES:
1.CENTER VERTICAL REINF. IN CELL AND EXTEND THRU BOND BEAMS. LAP 36" MIN
AS REQ'D.
2.FILL REINF. CELLS SOLID WITH GROUT.
3.SEE STRUCTURAL DRAWINGS FOR REINFORCED HOLLOW CMU NOTES.
SCALE:
TYPICAL CMU OVERHEAD DOOR JAMB DETAIL
NOT TO SCALE2200-308
D04
2200-401
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
8" OR 12" CMU WALL
TYPICAL STEEL BEAM LINTEL
2200-401
D04
CMU WALL
TYP LADDER TYPE JOINT
REINFORCEMENT
@ 16" O.C.
GROUT SOLID
NOTES:
1. EXTEND LINTEL BEAM 8" BEYOND JAMB.
2. ANCHOR EACH END OF LINTEL BEAM INTO CMU WALL.
LINTEL BEAM
SEE SCHEDULE
1/4"
CONT PL
SEE SCHEDULE 1/4 2-12
2-12
158" SOLID CMU UNITS
OR FACE SHELLS EACH
SIDE OF LINTEL BEAM
2200-402
D04
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
8" OR 12" CMU WALL W/ BRICK VENEER
TYPICAL STEEL BEAM LINTEL
2200-402
D04
1/4
CONT PLATE
SEE SCHEDULE 2-12
2-12
158" SOLID CMU UNITS
OR FACE SHELLS
INFILL SOLID WITH
MORTAR
BRICK VENEER
W8 OR W16 LINTEL BM
SEE SCHEDULE
TYP JOINT
REINFORCEMENT
AT 16" 0.C.
NOTE:
EXTEND LINTEL 8"
BEYOND JAMB &
ANCHOR.
THE JOINT BETWEEN THE MAKE-UP SECTION AND THE ADJACENT DECK SECTION SHALL BE THE SAME AS TYPICAL DECK SECTION JOINTS."A" = WIDTH DECK SECTIONHAT SECTION"B""B"/2"C" = WIDTH MAKE-UP SECTION"B"/2NOTES:1. GAUGE OF MAKE-UP SECTION SHALL BE THE SAME AS THE ROOF DECK SECTION GAUGE AS INDICATED ON THE DRAWINGS. IF "C" IS GREATER THAN 2/3 "A", THE MAKE-UP SECTION SHALL CONSIST OF THREE HAT SECTIONS. TWO HAT SECTIONS ARE REQUIRED WHEN "C" IS GREATER THAN "A"/3, AND ONE HAT SECTION IS REQUIRED WHEN "C" IS LESS THAN "A"/3.2. SEE ROOF FRAMING PLAN FOR DECK FASTENING.3. ROOFING AND INSULATION NOT SHOWN FOR CLARITY.6' -
6
3
/
4
"
4"
2' - 2"
4 3/4"
8 1/4"DATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D053100-001D053100-001SCALE:NOT TO SCALEROOF DECK MAKE-UP SECTION
5000-803
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
LADDER RUNG DETAIL
NOT TO SCALE5000-803
D05
STIMPSON
PLUG
5/16"Ø S.S.
SOCKET HEAD
CAP SCREW
S.S. HI-COLLAR
LOCK WASHER
ALUMINUM
CASTING1 1/2"
SCH. 40
ALUMINUM
PIPE
3/16"Ø X 1" S.S.
EXPANSION PIN
EXTRUDED
ALUMINUM RUNG
W/SERRATED TREAD
5000-804
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
LADDER BRACELET DETAILS
NOT TO SCALE5000-804
D05
1 1/2"
SCH. 40
ALUMINUM
PIPE
3/8"Ø S.S.
SET SCREWS
EXTRUDED
ALUMINUM
BRACKET
3/8"Ø S.S. HEX
HEAD MACHINE
HILTI HIT
HY 150
S.S. ADHESIVE
ANCHOR (TYP)
BENT ALUMINUM
BAR 1 1/2" X 3/8"
5000-805
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
ADJUSTABLE
EXTENSION FOR
FALL PREVENTION
SYSTEM BY MFG.
TOC
FALL
PREVENTION
SYSTEM
BY MFG.
1 1/2" SCH 40
ALUM.
PIPE (TYP)
FINISHED
FLOOR
HILTI HIT HY 150
S.S. ADHESIVE
ANCHOR (TYP)
LADDER NOTES:
1. ALL LADDERS TO BE ALUMINUM
UNLESS OTHERWISE NOTED.
2. PROVIDE ADJUSTABLE EXTENSIONS,
SAFTEY CAGES, FALL PREVENTION
SYSTEMS AS SPECIFIED.
3. DESIGN PER SPECIFICATIONS.
FINISHED
FLOOR
1 1/2" SCH 40
ALUM. PIPE (TYP)
FALL
PREVENTION
SYSTEM
BY MFG.
ADJUSTABLE
SAFETY
EXTENSIONS
BY MFG.1'-0"TYP1'-0"MAX.1'-4"5'-0" MAXADJUSTABLE EXTENSION
FOR FALL PREVENTION
SYSTEM BY MFG.HATCH COVER,
GRATING, OR
REMOVABLE
CHECKER PLATING
TOP OF CONCRETE
HILTI HIT
HY 150
S.S. ADHESIVE
ANCHOR (TYP)
PIPE CAP
1'-0"TYP1 3/8"
7" MIN.
SCALE:
STANDARD LADDER DETAILS
NOT TO SCALE5000-805
D05
ELEVATION SIDEVIEW ELEVATION SIDEVIEW
LADDER W/ GATE LADDER @ ACCESS OPENING
2 1/2"2'-0"2 1/2"3'-6"1'-9"1'-9"5'-0"MAX1'-0"TYP1'-6"1'-0"MAX1'-4"
1'-6"
5000-806
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SPRING LOADED
GATE HINGE AS
PER MFG. STD.
SELF CLOSING
GATE GATE LATCH
AS PER
MFG. STD.
FALL PREVENTION
SYSTEM W/ ADJUSTABLE
EXTENSION BY MFG.
CAST ALUMINUM
90° ELL.
SCALE:
SELF CLOSING GATE PLAN
NOT TO SCALE5000-806
D05
5000-807
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
NOTE:
LADDERS AT ACCESS HATCH OPENINGS DO NOT
REQUIRE THE FLARED RAIL EXTENSION AT EACH SIDE
NOR THE GATE AND RAILINGS (EA. SIDE) TERMINATED
W/A BASE FLANGE. THE REMOVABLE (CENTER POLE)
EXTENSION IS TO BE PROVIDED FOR EACH "HATCH"
LADDER.
3/8"Ø S.S.
SET SCREWS
7/16"Ø HOLES FOR
3/8"Ø S.S. HILTI
ADHESIVE ANCHORS OR
APPROVED EQUAL
S.S. SHIM
SCALE:NOT TO SCALE
LADDER BASE FLANGE DETAIL
5000-807
D05
3 5/8"
2 5/8
"
6"
4 1
/
2
"
D055000-805ALUMINUM LADDER EXCEPT AS NOTED WITH *, SEE DETAIL* TERMINATE SIDE RAILS AS SHOWN WHERE NOT ABOVE CONCRTE SLAB1"
GAP
1"
9 1/2"
WITH EQUAL SPACING
RUNGS @ 12" OC MAXROOF 3"3"8"8"1/4TYPRUNGS EQUALLY (12" OC MAX)3' - 6"GROUT CELL AT ANCHORS IN MASONRY CONSTRUCTIONCONCRETE OR MASONRY WALLFLASHING AT LADDER SUPPORT, SEAL ALL AROUND AND MAINTAIN WATERTIGHT ROOF MEMBRANE.3/8" AL TREAD PL., BEND4 EDGES AND WELD ENDSTO LADDER RAILS* PROVIDE SEMI-CIRCULAR ALUMINUM PIPE RAIL WITHOUT GATEDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D055000-809D055000-809SCALE:NOT TO SCALEALUMINUM LADDER OVER PARAPET
5000-914
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
D05
5000-914
BEAM TO BEAM CONNECTION DETAIL
NOT TO SCALE
L3 1/2x3 1/2x1/4 MIN
x 0'-6" LONG
AL ANGLEAL CHANNELS
SEE PLANS FOR SIZE
(4) 5/8"Ø
SS BOLTS
1/4"
GAP
2"
1 1/2"1 1/2"3"1 1/2"STANDARD CONNECTION
L3 1/2x3 1/2x1/4 MIN
x 0'-6" LONG
AL ANGLE
AL CHANNELS
SEE PLANS FOR SIZE
(4) 5/8"Ø
SS BOLTS
1/4"
GAP
2"
1 1/2"1 1/2"3"1 1/2"COPED CONNECTION
5000-917
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
D05
5000-917
BEAM TO BEAM CONNECTION DETAIL
NOT TO SCALE
L3 1/2x3 1/2x1/4 MIN
x 0'-6" LONG GALV.
STEEL ANGLE
STEEL CHANNELS
SEE PLANS FOR SIZE
(4) 5/8"Ø
STEEL BOLTS
1/4"
GAP
2"
1 1/2"1 1/2"3"1 1/2"
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5000-918
D05
NOTES:
1. ALUMINUM GRATING NOT SHOWN FOR
CLARITY.
2. WHEN BOLTING, IF REBAR IS HIT, MOVE TO
EMPTY SLOT.
SCALE:
CHANNEL TO WALL CONNECTION
NOT TO SCALE5000-918
D05
CONCRETE WALL
A
A
SECTION A-A2 1/2" C L8"MINALUMINUM CHANNEL
SEE PLANS FOR SIZE
USE (2) 3/4"Ø SS
HILTI KWIK BOLTS TZ ANCHORS
W/ (3) 13/16" x 1 7/8"
LONG SLOT HOLES,
W/ 4 3/4" MIN EMBED
OR APPROVED EQUAL
ALUMINUM CHANNEL
SEE PLANS FOR SIZE
3"3"2 1/2"
5100-119
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
BASE FLANGE DETAIL
5100-119
D05
STAIR STRINGER
3/8"Ø
SET SCREW
3 1/4"1"
5
5
/
8
"
7/
8
"
4 1
/
2
"
3"
9/16" x 1" SLOT
9/16" x 3/4" SLOT
2 1/2"1 1/4"1 1/4"
5100-700
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
TOE BOARD
5213-105
D05
NOTE:
PROVIDE OSHA TYPE
GUARDRAILS AS SHOWN ABOVE
AT OPEN SIDES OF STAIRS
HANDRAIL RETURNS
INTO CANTILEVERED
VERTICAL FRAME
OF GUARDRAIL
MAX. POST SPACING AS REQUIRED BY
ANALYSIS OR ANCHOR BOLT EDGE
DISTANCE.
ALUMINUM HANDRAIL - SIDE MOUNTED
TO GUARDRAIL POSTS
ALUMINUM GUARDRAIL, 2 RAIL SYSTEM
W/ TOP-MOUNTED POSTS FOR METAL
STAIRS AND CONCRETE CURBS.
HANDRAIL RETURNS
INTO GUARDRAIL POST
ALUMINUM GUARDRAIL, 2 RAIL
SYSTEM WITH TOE BOARD
FOR TOP MOUNTED RAILING
GENERAL NOTES - HANDRAIL/GUARDRAIL
1.ADDITIONAL REQUIREMENTS PER SPECIFICATIONS.
2.SEE DRAWINGS FOR LOCATIONS OF OSHA TYPE AND PUBLIC TYPE GUARDRAIL/HANDRAIL.
3.SEE DRAWINGS TO DETERMINE WHERE TOP-MOUNTED OR SIDE-MOUNTED GUARDRAIL SHALL BE USED.
PROVIDE BASE FLANGE DETAIL OR SIDE-MOUNT BRACKET DETAIL, AS APPLICABLE.
4.MAX POST SPACING SHALL BE DETERMINED BY ANALYSIS AND SHALL NOT EXCEED MAX POST SPACING
AS REQUIRED BY DETAIL D05/5213-107 FOR TOP-MOUNTED GUARDRAIL.
5.TOE BOARD SHALL CONFORM TO OSHA STANDARDS AND AS SHOWN IN DETAIL D05/5213-101. TOE
BOARD SHALL BE PROVIDED ON GUARDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON
DRAWINGS. TOE BOARDS SHALL BE SHIPPED LOOSE IN STOCK LENGTHS WITH PRE-MANUFACTURED
CORNERS FOR FIELD INSTALLATION.
6.ALUMINUM TOE BOARD NOT REQUIRED WHERE HANDRAIL INSTALLED ON A 4" HIGH CONCRETE CURB.
7.FINISH SHALL BE ALUMINUM ASSOCIATION M10-C22-A41 (215-R1). THE PIPE SHALL BE
PLASTIC-WRAPPED DURING SHIPPING AND INSTALLATION. THE PLASTIC WRAP MAY BE REMOVED
AFTER FULL INSTALLATION IS COMPLETED.
8.ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE
PROTECTED WITH A COAT OF BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.
9.POST FOR OSHA TYPE RAILS SHALL BE SCHEDULE 40 MINIMUM. POST FOR PUBLIC TYPE RAILS SHALL
BE SCHEDULE 80 MINIMUM.
SCA LE:NOT TO SCALE
ELEVATION
TYPICAL STAIR HANDRAIL
5100-700
D05 3'-6"2'-10"5'-0" MAX SPACING
TOP MOUNTED
1'-0"3'-6"2'-10"4"EQEQTREAD DEPTH
5213-107
D05
5213-101
D05
SEE PLANS FOR STAIR
TYPE AND DETAILS.
5213-106
D05
ALUMINUM GUARDRAIL, 2 RAIL SYSTEM
WITH TOE BOARD TO COMPLY WITH IBC
SPACING REQUIREMENTS AND SIDE
MOUNTED POSTS FOR CONCRETE
STAIRS WITHOUT CURB.
5100-703
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
T/LANDING
SEE PLAN
SCALE:NOT TO SCALE
LANDING PLATFORM
HEAD OF STAIR AT
5100-703
D05
HANDRAIL SEE PLAN
PREFAB AL.
TREAD PL TYP.
AL C12 X 10.37 STAIR
STRINGER (MIN.) TYP.
ALUMINUM
BEAM OR
COLUMN (AS REQ'D)
1/2" S.S
M. BOLTS, TYP
AL C12X10.37
(MIN.)
AL
C6x4.48
NOTES:
1.MEMBER SIZES SHOWN ARE MINIMUM ACCEPTABLE UNLESS INDICATED OR
INDIVIDUALLY DETAILED OTHERWISE.
2.ALL OTHER REQUIREMENTS PER SPECIFICATIONS
3.ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR
DISIMILAR METALS WILL BE PROTECTED WITH A COAT OF BITUMINOUS PAINT,
MYLAR INSULATORS OR OTHER APPROVED MATERIAL.
4'-0"
MIN
ALUMINUM GRATING
LANDING PLATFORM
1"
1"
TYP 1" TYP
MIN
1' - 0"± 6"1" (TYP)PREFAB AL TREAD PLATE (TYP)1' - 0"1/4"MIN (TYP)11" RUNMAX (TYP)
7" RISE
MIN6' - 0"GUARDRAIL RETURN1' - 0" MINCLCLCLAL C12 X 10.4 STAIR STRINGER (TYP)TOP OF STAIRS CONCRETE LANDINGBASE FLANGE SEE DETAILBEAM TO WALL CONNECTION SEE DETAILD055000-807D055000-908D055100-119STAIR STRINGER BASE FLANGE ANGLED SEE DETAILTOP MOUNTED AL GUARDRAIL1' - 0"8"
7 1/2"G8"1' - 0"3' - 6"T/LANDINGSEE PLANCONCRETE REINFORCING SEE PLANSCALE:NOT TO SCALETOPOFSTAIRATCONCRETELANDING,SLAB,ORWALLDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D055100-704D055100-704
7"MAX (TYP)
7" RISE
MIN
1' - 0"GUARDRAIL RETURN 1' - 0" MIN± 6"MIN (TYP)11" RUN1" (TYP)8"1' - 0"1' - 0"8"BOTTOM OF STAIRS CONCRETE LANDINGT/LANDINGSEE PLANAL. L4x4x3/8" x 6" LONG (MIN.) W/ (2) 1/2" DIAMETER SS HILTI KWIK BOLT TZ ANCHORS AND (2) 5/8" DIAMETER SS BOLTS. TYP.PREFAB AL TREAD PLATE (TYP)AL C12 X 10.4 STAIR STRINGER (TYP)UNO5' - 6" SQ.#4 @ 12" O.C BOTH WAYS, TOP AND BOTTOMD055100-119STAIR STRINGER BASE FLANGE ANGLED SEE DETAILCLCL#4 TOP MOUNTED AL GUARDRAILDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D055100-705D055100-705SCALE:NOT TO SCALEBOTTOMOFSTAIRATCONCRETELANDING
5120-001
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
CONNECTION VERTICAL BOLT LINES
NOT TO SCALE5120-001
D05
STEEL DOUBLE ANGLE BOLTED
NOTE:
1.SCHEDULE APPLIES TO ALL BEAMS UNLESS NUMBER OF BOLTS IS
OTHERWISE INDICATED ON THE PLANS.
BEAM
4"
BEAM
BEAM
COLUMN
624 - 30
2
3
4
8 - 10
12 - 16
18 - 21
BEAM
DEPTH
(INCHES)
NUMBER OF
BOLTS PER
LEG (n)
(2) L4 x 3 x 3/8
FOR 8" COLUMNS.
(2) L4 x 3 1/2 x 3/8
FOR 10" OR LARGER
COLUMNS.BEAM DEPTH(2) L4 x 3 x 3/8 FOR COLUMN
GAGE OF 3 1/2" OR LESS.
(2) L4 x 3 1/2 x 3/8 FOR 5 1/2"
COLUMN GAGE.
TOP OF BEAMS SHALL BE FLUSH
UNLESS OTHERWISE INDICATED
ON THE FRAMING PLANS. COPE
TOP AND BOTTOM FLANGES AS
REQUIRED.
4"
(2) L4 x 4 x 3/8
1 1/4" (TYP)
3/4"Ø A 325
BOLTS (TYP)n @ 3"1 1/2" TYP1/2" TYP
3 1/2" @ 10" COL
AND LARGER
3" @ 8" COL
5120-101
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BEAM TO MASONRY WALL CONNECTION
NOT TO SCALE5120-101
D05
SECTION "B"
PLAN "A"
LOCATE TYP WALL BAR
IN CELL EACH SIDE OF BEAM
SEE DRAWINGS FOR BAR SIZE.
GROUT BEAM POCKET
SOLID AFTER ROOF
IS INSTALLED
C WALL AND ABL
"B""B"
NOTCH BOTTOM FLANGE
AS REQUIRED TO CLEAR
ANCHOR BOLTS1 1/2" (TYP)
1/4
1/4
1/4" STIFFENER PL (TYP)
LEDGER ANGLE
4"
TYP
4 1/2"4 1/2"
1" NON-SHRINK GROUT
"A""A"
STEEL ROOF DECK
GROUT BEAM POCKET
SOLID AFTER ROOF
IS INSTALLED
PL 1" x 5" x 12"
w/ 7/8" x 2" LONG SLOT
(2) 3/4"Ø ANCHOR BOLTS WITH
LEVELING NUTS AND 12" EMBED.
(4) #4 TIES
5120-102
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BEAM TO MASONRY WALL CONNECTION
NOT TO SCALE5120-102
D05
SECTION "B"
SECTION "A"
"B"
MASONRY WALL
"B"
(4) 3/4"Ø AB
5120-105
D05
(2) 3/4"Ø A 325 BOLTS
(2) L 4 x 4 x 3/8
C8, C10, W8, OR W10 BEAMS
4""D"1 1/4"1 1/4"1 1/2"3" FOR "D"= 8"5" FOR "D"= 10"1 1/2""A"
"A"
1 1/4" (TYP)
NOTES:
1.FULLY GROUT MASONRY CELLS ON EACH SIDE OF BEAM.
5120-105
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
ANCHOR BOLTS IN MASONRY
NOT TO SCALE5120-105
D05
NOTES:
1."D" = DIAMETER OF ANCHOR BOLT.
2.SET ANCHOR BOLTS WITH TEMPLATE.
3.CUT BLOCK WEB AS REQUIRED TO ALLOW PLACEMENT OF ANCHOR BOLT WITH 1/2" MINIMUM
OF GROUT BETWEEN ANCHOR BOLT AND BLOCK.
ANCHOR BOLT.
SEE DRAWINGS FOR
SIZE AND LOCATION.
GROUT SUPPORT SCREEN IF
WALL PARTIALLY GROUTED.
MASONRY WALL
8" MIN GROUT ALL AROUND
ANCHOR BOLT IF WALL
PARTIALLY GROUTED
1""D"OPENING
DIAMETER = "D" + 3"
5213-100
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TEE FITTING DETAIL
NOT TO SCALE5213-100
D05
TFCo CAST ALUMINUM TEE
FITTING #TF-1 ATTACHED
TO RAIL WITH 5/16"Ø
S.S. CAP SCREW AND
THREADED INSERT
SHOPINSTALLED
S.S. SET SCREW
5213-101
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TOEBOARD DETAILS
NONE5213-101
D05
S.S. 1/4"Ø
RHMB
ALUMINUM
CLAMP
#TPC-1
HANDRAIL
POST
TFCo EXTRUDED
ALUMINUM TOEBOARD
SHIPPED IN 20'
LENGTHS
4 7/16"1/4"
5213-102
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3/8"Ø S.S.
SET SCREWS
SCALE:
SPLICE LOCK
NOT TO SCALE5213-102
D05
4" 1/2"
1/2"
5213-103
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
A
A
1 1/2"Ø SCH. 40
ALUMINUM PIPE
1/4"Ø S.S.
ROUND HEAD
MACHINE SCREW
5/16"Ø S.S.
SOCKET HEAD
CAP SCREW
ADJUSTABLE WALL
FITTING #AWF
(3) 3/8"Ø x 3"
S.S. HILTI KWIKBOLT II
EXPANSION ANCHORS
(1 5/8" MIN EMBEDMENT)
5'-0" MAX
SPACING BETWEEN
BRACKETS
2'-10"TO NOISINGLINESCA LE:
TYPICAL WALL RAIL DETAIL
NOT TO SCALE5213-103
D05
WALL RAIL ELEVATION
SECTION A-A
4 1/2"
MAX
2 9/16"
5213-105
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
6 1/
2
"
3/4"
3/4
"
5"c/c
H
L
S
TOP OF
CONCRETE
3/8"Ø S.S.
SET SCREWS
DIMENSION "X", EDGE
DISTANCE SHALL COMPLY
WITH FASTENER CALCULATIONS.
5/8"Ø HOLES FOR
1/2"Ø S.S. HILTI
ADHESIVE ANCHORS
OR APPROVED EQUAL
1/2" CONCRETE
ANCHORS
SCALE:
SIDE MOUNT BRACKET
NOT TO SCALE5213-105
D05
1 3/8
"XAS REQUIRED2"1"
5213-107
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
LOCATE SET SCREWS IN BASE FLANGE AT 90°
FROM CENTERLINE OF HANDRAIL RUN AND ON
SIDE AWAY FROM WALKING SURFACE.
4" W/4'-0" POST SPACING
6" W/5'-0" POST SPACING
3/8"Ø S.S.
SET SCREWS
5/8"Ø HOLES FOR
1/2"Ø S.S. HILTI
ADHESIVE ANCHORS OR
APPROVED EQUAL
SLAB OR
CURB EDGE
5"3 1/2"
8"6 1/
4
"
SCA LE:NOT TO SCALE
CONCRETE STAIR
BASE FLANGE DETAIL
5213-107
D05
5213-108
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
7/16"Ø HOLE IN
UNDERSIDE OF RAIL
FOR 3/8"Ø x 1 3/4" S.S.
SET SCREW
TUBE 1 9/16"Ø
WITH 0.219" WALL
LOCATED AT 60'-0"
MAXIMUM INTERVALS
SCALE:
EXPANSION JOINT SPLICE
NOT TO SCALE5213-108
D05
5"
1/2"2"
1/2"
5213-109
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
MIDRAIL EXPANSION SPLICE LOCATED AT
60'-0" MAXIMUM INTERVALS
TFCo CAST ALUMINUM
TEE FITTING #TX-1
ATTACHED TO POST
WITH 5/16"Ø S.S.
THRU BOLT
TFCo CAST ALUMINUM
TEE FITTING #TF-1
ATTACHED TO POST
WITH 5/16"Ø S.S.
THRU BOLT
SHOP INSTALLED
S.S. SET SCREW
SCALE:
EXPANSION SPLICE DETAIL
NOT TO SCALE5213-109
D05
1/2"
5213-110
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
MACHINE CHAIN STRAIGHT
LINK 1/0 HOT GALV.
ROUND EYE BOLT SWIVEL
SNAPS EACH END STAINLESS
STEEL 1/2" EYE, TYP.
LATCH RING TYP.
PIPE RAILS & POSTS
SEE TYP. HANDRAIL
DETAILS
1'-9"1'-8"3'-6"SCA LE:
TYPICAL SAFETY CHAIN DETAIL
NOT TO SCALE5213-110
D05
1"
5213-111
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
ALUMINUM
6005-75 ALUM.
@ ALUM. POSTS
3/8"Ø BAR
SCALE:
TYPICAL LATCH RING DETAIL
NOT TO SCALE5213-111
D05
1" MIN
2"MIN
5213-112
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
TFCo ALUMINUM WALL
MOUNT FLANGE #CF-2
SCALE:
TYPICAL WIDE FLANGE DETAIL
NOT TO SCALE5213-112
D05
CONCRETE
3/8"Ø x 3" S.S.
WEDGE ANCHORS
S.S. SET
SCREW
5213-113
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
DETAILS
NOT TO SCALE5213-113
D05
3/8"Ø S.S.
SET SCREWS
3/8"Ø S.S.
SET SCREWS
3/8"Ø S.S.
SET SCREWS
3/8"Ø S.S.
SET SCREWS
1 1/4"
2 5/
8
"2 5/8"1 1/4"2 5/8"1 1/4"
5213-116
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TOEBOARD DETAILS
NONE5213-116
D05
1/4"Ø
SCREW
STEEL
CLAMP
HANDRAIL
POST
GALV. STEEL TOEBOARD
SHIPPED IN 20'
LENGTHS
4 7/16"1/4"
5213-117
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
6 1/
2
"
3/4"
3/4
"
5"c/c
H
L
S
TOP OF
CONCRETE
3/8"Ø
SET SCREWS
DIMENSION "X", EDGE
DISTANCE SHALL COMPLY
WITH FASTENER CALCULATIONS.
5/8"Ø HOLES FOR
1/2"Ø EXPANSION
ANCHORS
SCALE:
SIDE MOUNT BRACKET
NOT TO SCALE5213-117
D05
1 3/8
"XAS REQUIRED2"1"
5213-118
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
LOCATE SET SCREWS IN BASE FLANGE AT 90°
FROM CENTERLINE OF HANDRAIL RUN AND ON
SIDE AWAY FROM WALKING SURFACE.
4" W/4'-0" POST SPACING
6" W/5'-0" POST SPACING
3/8"Ø
SET SCREWS
5/8"Ø HOLES FOR
1/2"Ø EXPANSION
ANCHORS
SLAB OR
CURB EDGE
5"3 1/2"
8"6 1/
4
"
SCA LE:NOT TO SCALE
CONCRETE STAIR
BASE FLANGE DETAIL
5213-118
D05
5213-600
D05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5213-113
05
SCALE:NOT TO SCALE
OSHA TYPE GUARDRAIL
5213-600
D05
CORNER RETURNLOOP END METHOD A
TYPICAL TOP MOUNT RAILING
(GUARDRAILS SHALL BE TOP MOUNTED OR
SIDE MOUNTED AS SHOWN ON PLANS)
LOOP END METHOD B
TYPICAL SIDE MOUNT RAILING
(GUARDRAILS SHALL BE TOP MOUNTED OR
SIDE MOUNTED AS SHOWN ON PLANS)
5213-102
05
5213-100
05
5213-107
05
5213-108
05
5213-109
05
5213-113
05
5213-102
05
5213-100
05
5213-108
05
5213-109
05
5213-113
05
5213-105
05
CORNER RETURN
1'-0"5'-0" MAX
SPACING
1'-0"3'-6"1'-9"1'-9"1'-0"5'-0" MAX
SPACING
1'-0"3'-6"1'-9"1'-9"5213-113
05
5213-101
05
5213-113
05
5213-113
05
5213-101
05
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5300-901
D05
1
1
NOTES:
1. ALUMINUM GRATING SHOWN.
FIBER-REINFORCED PLASTIC (FRP) GRATING
AND ALUMINUM PLANK SIMILAR.
2. FOR LOCATIONS WITH FRP GRATING, PROVIDE
FRP SUPPORT ANGLE, STAINLESS STEEL
CLIPS, AND A FRP EMBED ANGLE WITH
PROTRUDED ANCHOR SUITABLE FOR CASTING
INTO CONCRETE.
3. REFER TO D05/5000-902 FOR GRATING NOTES.
SCALE:
TYPICAL GRATING AND FRAME DETAILS
NOT TO SCALE5300-901
D05
ALUMINUM STRIATED
BANDING BAR
3/16"Ø S.S. ROUND
HEAD MACHINE SCREW
AL. GRATING.
SEE PLANS
TOP OF
SLAB OR WALL
EXTRUDED AL FRAME
HOLD DOWN CLIP
BENT ALUMINUM BAR 7" LONG x
1" WIDE x 1/4" THICK, SHOP
WELDED TO FRAME @ 24" O.C.
SLAB/TOP OF WALL
2"
1/4"2"4"
1"
WALLWALL
1/4"
ALUMINUM STRIATED
BANDING BAR
3/16"Ø S.S. ROUND
HEAD MACHINE SCREW
PROVIDE 14" x 1" NEOPRENE
GASKET CONT. AT
PERIMETER OF
ALUMINUM PLANK ONLY.
AL. GRATING.
SEE PLANS
MIN. CONNECTOR SHALL BE 1/2"Ø S.S.
HILTI KB3 WITH 4" MIN EMBED OR
APPROVED EQUAL. SPACE @ 24"O.C. MAX.
CONNECTORS SHALL BE DESIGNED FOR
ACTUAL LOADINGS.
MIN L 3x 3x 1/4
ALUMINUM ANGLE CONT.
PROVIDE 14" x 1"
NEOPRENE GASKET
CONT. AT PERIMETER
OF AL PLANK ONLY.
NOTES:1. SEE DRAWINGS FOR REQUIRED ROOF SLOPE.1"MIN8"CLEAR FOR EXPANSIONFACE OF WALLPREFORMED METAL FLASHING. COLOR TO MATCH METAL ROOFING.SEALANTCONT CLIPOVERBEND TO ALLOW FOR SPRINGFIELD BEND PAN UP @ END. SEAL WATERTIGHTNEOPRENE CLOSURE BETWEEN SEAMS1 1/2" ROOFING CLIPPROFILE CLOSURE.FASTEN TO EA SEAMMETAL ROOFING PANSUBSTRATE AS INDICATED ON THE DRAWINGS.STANDING ROOFING SEAMDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D074113-001D074113-001SCALE:NOT TO SCALEMETAL ROOFING TO MASONRY WALL
AS REQUIRED4"10"4"3"5 1/2"10"
1
1/2"CANT STRIP4"3"4"ISOMETRIC -BUILT-UP ROOFINGA-SECTIONB-3" CANT STRIPBUILT-UP ROOFINGSCUPPERPACK W/NON-SHRINK GROUT1/2"CLOSUREFLANGEE-ISOMETRIC -C-SINGLE PLY ROOFINGSINGLE PLY ROOF1/2"SCUPPERPACK W/NON-SHRINK GROUTCLOSUREFLANGEE-SECTIOND-5 1/2"AS REQUIRED4"4"4"4"1 1/
2
"1 1/
2
" (TYP)1"CLOSUREE-FLANGENOTES:1. PROVIDE SCUPPER AS DETAILED AND ADHERE TO SURROUNDING STRUCTURES UNLESS OTHERWISE RECOMMENDED BY ROOFING MANUFACTURER.2. FABRICATE SCUPPER AND FLANGE FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL BE KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS. COAT AL IN CONTACT WITH CONCRETE AND CMU AS SPECIFIED.3. LOCATE INVERT OF SCUPPER 2" ABOVE ADJACENT ROOF DRAIN INLET.4. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL. SET FLANGE IN SEALANT. SCALE:NOT TO SCALEOVERFLOWSCUPPERFORBUILT-UP ANDSINGLEPLYROOFINGDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D077100-001D077100-001
AS REQUIRED4"4"3"5 1/2"10"CANT STRIP4"3"4"ISOMETRIC -BUILT-UP ROOFINGA-SECTIONB-ISOMETRIC -C-SINGLE PLY ROOFING5 1/2"AS REQUIRED10"4"4"4"4"1 1/
2
"
(TYP)1"CLOSUREE-FLANGE3" CANT STRIPBUILT-UP ROOFINGPACK W/NON-SHRINK GROUTCLOSUREFLANGEE-SCUPPER1/2"SINGLE PLY ROOFSCUPPERPACK W/NON-SHRINK GROUTCLOSUREFLANGEE-1/2"NOTES:1. PROVIDE SCUPPER AS DETAILED AND ADHERE TO SURROUNDING STRUCTURES UNLESS OTHERWISE RECOMMENDED BY ROOFING MANUFACTURER.2. FABRICATE SCUPPER AND FLANGE FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL BE KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS. COAT AL IN CONTACT WITH CONCRETE AND CMU AS SPECIFIED.3. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL. SET FLANGE IN SEALANT. DATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019SCALE:NOT TO SCALEROOF DRAINSCUPPERFORBUILT-UP ANDSINGLEPLYROOFINGD077100-002D077100-002
8"2"
2"1"1 1/2"5"1' - 2"B-DOWNSPOUT,SEE DETAILD077100-004ROOF DRAIN SCUPPERD077100-0026"CONDUCTOR HEADWALL, SEE DRAWINGSELEVATIONA-SECTIONB-NOTES:1. PROVIDE CONDUCTOR HEAD AS DETAILED UNLESS OTHERWISE RECOMMENDED BY ROOFING MANUFACTURER.2. FABRICATE CONDUCTOR HEAD FROM MIN 0.032" THICK PRE-FINISHED AL. FINISH SHALL BE KYNAR. COLOR SHALL BE ENGINEER SELECTED FROM STANDARD COLOR OFFERINGS. COAT AL IN CONTACT WITH CONCRETE AND CMU AS SPECIFIED. SEAL ALL JOINTS.3. SEE SPEC FOR SPECIFIC ROOFING AND INSULATION MATERIAL. SCUPPER SHAPE WILL VARY WITH ROOFING TYPE. DATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019SCALE:NOT TO SCALECONDUCTOR HEADD077100-003D077100-003
WALL MATERIALS INDICATED ON THE DRAWINGSA-SECTIONA-SPLASH BLOCK WHERE REQUIRED, SEE DETAILD033000-1053" x 4" DOWNSPOUTFORMED FROM 0.032AL UNLESS OTHERWISEINDICATED ON THE DRAWINGS.FINISH PER PAINTINGSCHEDULE.2 - 1/4"∅SSTCONC ANCHORS @CONC OR MASONRYWALLS (TYP)1 1/2" x 0.062 AL DOWNSPOUT HANGER@ 4'-0" OCNOTES:1. PROVIDE SPLASH BLOCK AS SHOWN EXCEPT AT PAVING AND SIDEWALKS.2. ALTERNATE SIZE DOWNSPOUTS WILL BE REQUIRED, IF SO INDICATED ON THE DRAWINGS.3. COAT AL IN CONTACT WITH CONCRETE AND CMU AS SPECIFIED.DATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019SCALE:NOT TO SCALEDOWNSPOUTD077100-004D077100-004
BUILDING WALL MATERIAL ASINDICATED ON THE DRAWINGSROOF DECK AND ROOF FRAMINGAS INDICATED ON THE DRAWINGSRIGID INSULATION. THICKNESSAS SPECIFIED.TAPERED INSULATION ROOF CRICKETWHERE INDICATED ON THE DRAWINGSSINGLE-PLY ROOFING12" MIN
SCREW TYPE MECH FASTENERS. SIZE AND SPACING PER MANUFACTURERS RECOMMENDATIONMEMBRANE MFR STD TERMINATION BAR DETAILSINGLE-PLY BASE FLASHING. ADHERE TO WALL. HEAT WELD TO ROOFING.FLUID APPLIED AIR/VAPOR BARRIERDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019SCALE:NOT TO SCALESINGLE-PLY ROOFINGD077100-006D077100-006
8 1/8"4"
15" @ TAPERED INSUL.
12" @ UNIFORM THICKNESS INSUL."W"CURB DIMENSION TOSUIT EQUIP PROVIDED2X WD NAILERTWO PART METAL FLASHING BELOW EQUIPMENT (EQUIPMENT NOT SHOWN)ROOF MEMBRANE, FSTN TO CURB W/ BONDING ADHESIVEHEAT WELDSEAM CAULKSEE NOTE 5PREFAB. METAL EQUIPMENT CURB, WELD OR SCREW ATTACH TO DECK @ 6" OC UNLESS OTHERWISE NOTEDRIGID INSULATIONSHT MET "C" CLOSURE AROUND MET DECK,4 SIDES OF OPENINGRIGID INSUL, THICKNESSAS INDICATED ON DRAWINGSROOF DECK & C OR W SUPPORTFRAMING, SEE STRUCT DWGSNOTES:1. "W" DIMENSION SHALL BE AS REQD BY EQUIP SUPPORTED. CURB MFR TO VERIFY "W' PRIOR TO FABRICATION.2. SLOPE SIDES OF CURB TO COMPENSATE FOR ROOF SLOPE, PROVIDING LEVEL TOP ON WHICH TO MOUNT EQUIPMENT, UNLESS OTHERWISE NOTED.3. CURB IS SHOWN @ EDGE OF DECK OPENING, CURB MAY BE LARGER THAN DECK OPENING OR DECK OPENING MAY NOT EXIST. SEE ROOF PLAN.4. WHERE A PLATFORM IS INDICATED OR REQUIRED FOR SLED MTD EQUIP, PROFIDE A 3/4" PLYWOOD TOP WITH 20 GA GALV CAP FLASHING, WELDED WATERTIGHT. FSTN EQUIP TO PLATFORM W/ LAG BOLTS THROUGH RUBBER WASHERS.5. WHERE CURB IS EXPOSED TO VIEW FROM BELOW, CURB MFR SHALL PROVIDE AN INTERIOR METAL LINER, MATCHING MATERIAL OF CURB TO CONCEAL INSULATION.SEE NOTE 4FLUID APPLIED AIR/VAPOR BARRIERDATE:JOB NO.: CITY OF DENTONLEWISVILLE LAKE WATER TREATMENTPLANT IMPROVEMENTSDENTON, TX18088080MAY 2019D077200-001D077200-001SCALE:NOT TO SCALEEQUIPMENT CURB @ SINGLE-PLY ROOFING
1613-100A
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS4"HEIGHTSEE SCHED.2"
WIDTH
SEE SCHED.2"
DOOR
FRAMEHEADDETAIL
JAMB
DETAIL
SILLDETAILSINGLE FLUSH DOOR WITH VIEW PARTIAL
VISION PANEL GLAZED GLASS
6"6"8"SCALE:NOT TO SCALE
DOOR/FRAME TYPE A
1613-100A
D08
1613-100B
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS4"HEIGHTSEE SCHED.2"
WIDTH
SEE SCHED.2"
DOOR
FRAMEHEADDETAIL
JAMB
DETAIL
SILLDETAIL SINGLE FLUSH DOOR
SCALE:NOT TO SCALE
DOOR/FRAME TYPE B
1613-100B
D08
1613-100G
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
WIDTH/2 WIDTH/2
WIDTH
SEE SCHED.
DOUBLE FLUSH DOORS WITH
HINGED TRANSOM PANELHEIGHTSEE SCHED.4"2"2"SILLDETAILJAMB
DETAILHEADDETAILDOOR
FRAME
HOLLOW METAL
TRANSOM PANEL.
SEE SCHEDULE FOR
ATTACHMENT.SEESCHEDULESCALE:NOT TO SCALE
DOOR/FRAME TYPE G
1613-100G
D08
1613-200
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
6 3/4"4"7'-0" AFFDOOR, SEE
SCHEDULE FOR TYPE
GROUT DOOR HEAD SOLID
DOOR FRAME
CONTINUE CAULK JOINT,
TYPICAL BOTH SIDES
CMU VARIES, SEE PLAN
SCALE:NOT TO SCALE
TYPICAL PERSONEL DOOR HEAD @ MASONRY WALL
1613-200
D08
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
MASONRY LINTEL PER
PLAN OR SCHEDULE
1613-201
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
GROUT DOOR HEAD SOLID
DOOR HEAD
SCALE:NOT TO SCALE
TYPICAL PERSONEL DOOR HEAD @ MASONRY WALL WITH VENEER
1613-201
D08
RIGID
INSULATION
CAULK CONTINUOUS CAULK
JOINT, TYPICAL
BOTH SIDES
SEE DOORTYPE6 3/4"7" TO FACE
OF VENEER
SEE DOORSCHEDULEMASONRY LINTEL
SEE SCHEDULESTEEL ANGLE
SEE SCHEDULE
STEEL PLATE
SEE SCHEDULE
1613-203
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
6 3/4"
DOOR FRAME
GROUT DOOR HEAD SOLID
CONT. CAULK JOINT,
TYPICAL BOTH SIDES
FILL CELL COMPLETELY
WITH GROUT
CMU VARIES, SEE PLAN
MANUFACTURER'S JAMB
INSERT AT 16"O.C.
SCALE:NOT TO SCALE
TYPICAL DOOR JAMB @ MASONRY WALL
1613-203
D08
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
SEE STRUCT FOR REINF.
1613-204
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
DOOR FRAME
GROUT FRAME SOLID
CONT. CAULK JOINT,
TYPICAL BOTH SIDES
SEE STRUCT.
FOR REINF.FILL CELL
COMPLETELY WITH GROUT
SCALE:NOT TO SCALE
TYPICAL DOOR JAMB @ EXTERIOR MASONRY WALL
1613-204
D08
6 3/4"7" TO FACE
OF VENEER
3323-100C
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
WIDTH
SEE SCHED.
OVERHEAD COILING DOOR
BENT P JAMB
STEEL LINTEL P
HEIGHTSEE SCHED.JAMB
DETAIL
SILLDETAILHEADDETAILSCALE:NOT TO SCALE
DOOR/FRAME TYPE C
3323-100C
D08
L
L
3323-306
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
*NOTE: DIMENSION SHALL BEVERIFIED WITH DOORSUPPLIED.
SCALE:
SILL AT EXTERIOR OVERHEAD DOOR
NOT TO SCALE3323-306
D08
EXTERIOR
PAVING OR
APPROACH SLAB1/2 SLOPE1" LIPL 1 x 1 x 18 W/ 12" DIA. x 3" STUD
ANCHORS @ 16" O.C.
GALVANIZED. EXTEND TO CLEAR
EDGE OF DOOR @ JAMB TRACK
OVERHEAD DOOR
1'-0"
SLOPED
5"*1 1/2"
3323-307
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
L2" BENT P 3/16" x 3" x 1"
O.H. DOOR
WELD TRACK ANCHOR
TO DOOR JAMB
2"4"CAULK JOINT (TYP)
NOTE:8" CMU SHOWN, 12" CMU SIMILAR
8" CMU WALL
***VERIFY ALL DIMENSIONS WITH
DOOR SUPPLIED
1/8" BENT P JAMB
SCALE:
JAMB DETAIL AT EXTERIOR MASONRY WALL
NOT TO SCALE3323-307
D08
O.H. DOOR JAMB TRACK
VERIFY W/O.H.
DOOR MFR.
L
SEE STRUCT FOR REINF.
TYPICAL OVERHEAD DOOR
1'-4"
8"8"
2" RIGID INSULATION
W/2" AIR SPACE
4" SPLIT
FACE BLOCK
3323-308
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
MASONRY LINTEL
PER PLAN OR SCHEDULE
1/8" BENT P JAMB
O.H. DOOR HOOD
8" CMU WALL BEYOND
O.H. DOOR AND TRACK @ JAMB
HOOD SHALL BE SUPPLIED AS
STANDARD WITH AN 8" PVC
BAFFLE, PROVIDING
WEATHERSEAL AT THE TOP
OF DOOR
1/8" BENT P DRIP EDGE, WELD TO
DOOR JAMB PLATE
CAULK JOINT
2" RIGID INSULATION
W/2" AIR SPACE
SCALE:
AT EXTERIOR MASONRY WALL
NOT TO SCALE3323-308
D08
L
L
OVERHEAD DOOR HEAD DETAIL
4" SPLIT
FACE BLOCK
8" CMU WALL
1'-4"
8"8"4"4" SPLIT FACE BLOCK
BEYOND
5/16"x 1'-3" PL
1/8 2" @ 12"
NOTE: END BEARING SHALL BE
8" MIN EACH END, UNO.
CONT. @
ENDS, TYP.
4313-500A
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
A
SCALE:NOT TO SCALE
WINDOW TYPE
4313-500A
D084'-0"FIN. FLOOR3'-2"3'-0"
2"2"
3'-4"
INSULATED GLAZING IN ALUM FRAME
W. THERMAL BREAK
FIXED PANE
4313-601
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
TYPICAL ALUM WINDOW HEAD @ INTERIOR MASONRY WALL
4313-601
D08
3 1/2"
ALUM FRAME AND GLAZING,
SEE SCHEDULES
CONT. CAULK JOINT,
TYPICAL BOTH SIDES
CMU VARIES, SEE PLAN
MASONRY LINTEL PER
PLAN OR SCHEDULE
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
4313-604
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
TYPICAL ALUM WINDOW JAMB @ INTERIOR MASONRY WALL
4313-604
D08
3 1/2"
CULTURED MARBLE
SILL BELOW
ALUM FRAME AND GLAZING,
SEE SCHEDULES
CONT. CAULK JOINT,
TYPICAL BOTH SIDES
SEE STRUCT. FOR REINF.
CMU VARIES, SEE PLAN
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
4313-607
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:NOT TO SCALE
TYPICAL ALUM SILL @ INTERIOR MASONRY WALL
4313-607
D08
CULTURED MARBLE SILL
SEALANT
ALUM, DAM, AND
END DAMS, TYP
SEE STRUCT. FOR REINF.
4 1/2"
3 1/2"
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
7100-206
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
MANUFACTURER'S FLOOR
JAMB ANCHOR (TYPICAL)
DOOR - SEE SCHEDULE
FOR TYPE & MATERIALDOOR THRESHOLD,
ADA COMPLIANT
FRAME, SEE SCHEDULE
FOR MATERIAL
WALL BEYOND
SLOPE
BOTTOM SWEEP
SCALE:NOT TO SCALE
TYPICAL DOOR SILL DETAIL @ EXTERIOR WALL
7100-206
D08
7100-216
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
CMU VARIES
SEE PLAN
6 3/4"
FACE OF MASONRY WALL
BEYOND
MANUFACTURER'S FLOOR JAMB
ANCHOR (TYPICAL)
DOOR THRESHOLD,
A.D.A. COMPLIANT
DOOR, SEE SCHEDULE FOR
TYPE & MATERIAL
FRAME, SEE SCHEDULE
FOR MATERIAL
SCA LE:NOT TO SCALE
TYPICAL DOOR THRESHOLD @ INTERIOR MASONRY WALL
7100-216
D08
NOTE: 8" CMU SHOWN, 12" CMU SIMILAR.
9000-800
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
1 1/2" x 1 1/2" x 1/8" ALUM CLIP
ANGLE, 24" O.C. & 6" FROM
ENDS. ATT TO LOUVER
W/2-#10 TEK SCREWS PER
CLIP.
MASONRY LINTEL PER PLAN
OR SCHEDULE
STEEL PLATES, 1/4" x 4"H x *W x
LOUVER WIDTH + 8" BOTH SIDES
*W = 7 5/8" FOR 8" CMU
*W = 11 5/8" FOR 12" CMU
VARIESSEE PLANCANOPY WHERE
INDICATED
CMU VARIES, SEE PLAN
SCALE:NOT TO SCALE
TYPICAL LOUVER HEAD DETAIL
9000-800
D08
9000-803
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
1 1/2" x 1 1/2" x 1/8" ALUM CLIP
ANGLE, 24" O.C. & 6" FROM
ENDS. ATT TO LOUVER
W/2-#10 TEK SCREWS PER
CLIP.
1/8" BENT P @ JAMBSL
2#5 VERTICAL
FILL CELL COMPLETELY
WITH GROUT
2" BENT P 3/16" x 3" x 1"L
2"CMU VARIES, SEE PLAN
SCALE:NOT TO SCALE
TYPICAL LOUVER JAMB DETAIL
9000-803
D08
9000-806
D08
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
1 1/2" x 1 1/2" x 1/8" ALUM CLIP
ANGLE, 24" O.C. & 6" FROM
ENDS. ATT TO LOUVER
W/2-#10 TEK SCREWS PER
CLIP.
1/8" BENT P @ SILLL
2" BENT P 3/16" x 3" x 1"L
8"AFFTYPICAL2"2 - #5
1" EXPANSION JOINT
SCA LE:NOT TO SCALE
TYPICAL LOUVER SILL DETAIL
9000-806
D08
0529-005
D22
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SECTION
PLAN
SCALE:
D22
0529-005
FLOOR MOUNTED PIPE SUPPORT
NOT TO SCALE
SST MB, TYP
3/4" THRU 8" PIPE
OFFSET PIPE CLAMP
WRAP PLASTIC PIPE
W/ 1/4" x 3" NEOPRENE
SHEET
ASREQ'DCONCRETE ANCHORS
CONCRETE FLOOR
OR FOOTINGS
0529-028
D22
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCA LE:
FLOOR MOUNTED PIPE SUPPORT FRAME
NOT TO SCALE0529-028
D22
ELEVATION
AAS REQ'DA
PLAN A-A
W6x15 STEEL
2'-0"34" TO 1 12" GROUT1 14"2 12"1 14"PL 38" STEEL
(2)58"Ø A307
BOLT
1/4
1/4
W8x15 STEEL
12"
134"
114"
5/16
1 14" TYP 1 14" TYPPL 34"x10"x10" STEEL
(4)58"Ø POST-INSTALLED
ANCHORS (SS) 4" EMBED
6"Ø DUCTILE
IRON PIPE
SST U-BOLT, 2
NUTS EACH SIDE
GENERAL NOTE:
1.COAT ALL MATERIAL AS SPECIFIED BY SECTION 09 90 00.
0529-001
D23
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
L 3x3x38
STEEL ANGLE
2x2x1/4 PLATE WASHER
1/2" NUT
(BOTH SIDES)
1/2" SOLID STEEL ROD
THREAD EA. END
(ALL THREAD WILL NOT BE
ACCEPTABLE)
1/2" NUT (BOTH SIDES)
2X2X1/4 PLATE
WASHER
(BOTH SIDES)
1/2" NUT
(BOTH SIDES)
1/2" NUT
(BOTH SIDES)
L 3x3x38STEEL ANGLE
2x2x1/4 PLATE
WASHER
1/2" NUT
(BOTH SIDES)
1/2" SOLID STEEL ROD
THREAD EA. END
(ALL THREAD WILL NOT BE
ACCEPTABLE)
2x2x1/4 PLATE WASHER
(BOTH SIDES)
1/2" NUT
(BOTH SIDES)
2x2x1/4 PLATE
WASHER
L 3x3x38STEEL ANGLE
SUPPORT DUCT RUN PARALLEL WITH STRUCTURAL SUPPORT
SUPPORT DUCT RUN PERPENDICULAR WITH STRUCTURAL SUPPORT
1/2" NUT (BOTH SIDES)
NOTE 1
ROOF COMPOSITION
ROOF DECK
ROOF COMPOSITION
ROOF DECK
ROOF COMPOSITION
ROOF DECK
ROOF COMPOSITION
ROOF DECK
BEAM OR JOIST
SEE PLAN
MIN 1 1/2"
NOTE 1
BEAM OR JOIST
SEE PLAN
BEAM OR JOIST
SEE PLAN
BEAM OR JOIST
SEE PLAN
DUCT SEE PLAN DUCT SEE PLAN
DUCT
SEE PLAN
DUCT SEE PLAN
SCALE:NOT TO SCALE
DUCT HANGER SUPPORT DETAIL
0529-001
D23
NOTES:
1.HANGER CLAMP SHALL BE USED IF MINIMUM EDGE SPACING CAN NOT BE ACHIEVED.
2.SEE DETAIL FOR BRACED HANGER SUPPORT AS REQUIRED.
3. MAXIMUM HANGAR SPACING SHALL BE 10FT.
0529-003
D23
6"
2"
316"x4" STRAP
W/ 12"Ø BOLT, NUT AND
WASHER EACH END
316"x4" STRAP
W/ 12"Ø BOLT, NUT AND
WASHER EACH END
2"6"2"6"
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CONDENSATE DRAIN DETAILS
NOT TO SCALE2381-001
D23
NOTES:
A.SEE DRAWINGS AND SPECS FOR SIZE,
MATERIAL, SLOPE, & POINT OF DISCHARGE.
TRAP SIZING PARAMETERS
·K = 1 INCH FOR EACH INCH OF NEGATIVE
PRESSURE* + 1 INCH
·H = 12 K
·L = H + K + PIPE DIAMETER
* NEGATIVE PRESSURE = TOTAL FAN STATIC
PRESSURE
FROM
COOLING
COIL
NOTES:
A.SEE DRAWINGS AND SPECS FOR SIZE,
MATERIAL, SLOPE, & POINT OF DISCHARGE.
TRAP SIZING PARAMETERS
·K = 1/2 INCH MINIMUM
·H = 1 INCH PLUS THE TOTAL FAN STATIC
PRESSURE
·L = H + K + PIPE DIAMETER
TRAP UNDER POSITIVE PRESSURE TRAP UNDER NEGATIVE PRESSURE
UNION
UNION
OPEN
VENT
CAP
L2"KHFROM
COOLING
COIL
CAP
UNION
OPEN
VENT
UNION
L2"KH2381-001
D23
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
CONDENSATE DRAIN DETAIL
NOT TO SCALE2381-004
D23 1" MIN1'-0" MIN1"6" PVC
PVC PIPE FILLED
WITH GRAVEL
CONDENSATE DRAIN LINE
FROM AIR HANDLER
CONDENSATE
LINE
FINISHED GRADE
2381-004
D23
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3423-034
D23
NOTES:
1.CONTRACTOR SHALL MOUNT AND INSTALL ROOF CURB AND PROPELLER
EXHAUST FAN ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
2.CONTRACTOR SHALL LUBRICATE FAN BEARINGS ACCORDING TO
MANUFACTURER'S WRITTEN INSTRUCTIONS
SCALE:NOT TO SCALE
INSTALLATION AT METAL BUILDING
ROOF MOUNTED CENTRIFUGAL TYPE EXHAUST FAN
3423-034
D23
MOTORIZED DAMPER
WITH ELECTRIC OPERATOR
EXHAUST FAN
EXHAUST DUCT ROOF CURB
ROOF
INSULATION
ROOF PURLIN
METAL ROOF
PANELING
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3423-042
D23
NOTES:
1.CONTRACTOR SHALL MOUNT AND INSTALL MOTORIZED SHUTTER AND WEATHER
HOOD ACCORDING TO MANUFACTURER'S INSTRUCTIONS. WEATHER HOOD
SHALL BE CAULKED AROUND PERIMETER TO EXTERIOR WALL.
SCALE:NOT TO SCALE
INSTALLATION IN CMU WALL
WALL MOUNTED INTAKE OPENING
3713-001
D23
AIR FLOW
STAINLESS STEEL
WALL FLASHING
DRAINABLE
INSULATED DAMPER
(MOTORIZED)
INSULATATION
DUCTFIELD VERIFY EXACTOPENING WITH EQUIPMENTBIRD SCREEN
WEATHERHOOD
SET IN SEALANT
STAINLESS STEEL
WALL FLASHINGSET IN SEALANT
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
30"
12"
4 244"18"
C OF PADL
18"30"
1
3
12"4
9AS REQUIRED12"AS REQUIRED
712"18"
SECONDARYPRIMARY
5
1
MIN.
12"
6
12"4"3"MIN
12"
2
3"
1"
1
4
1" BEVEL
TRANSFORMER PAD NOTES:
WHERE POSSIBLE, DO NOT PLACE CONDUIT UNDER THIS
SECTION OF FOUNDATION.
1.
REINFORCING - #4 BARS 9" O.C. BOTH WAYS.
WHEN INSTALLING CONDUIT, DISTURB GROUND IN
FOUNDATION AREA AS LITTLE AS POSSIBLE. EXTEND
CONDUIT 1" ABOVE FOUNDATION.
TOP OF FOUNDATION TO BE SMOOTH AND LEVEL. FINAL
GRADE SHALL SLOPE AWAY FROM PAD.
CONCRETE SHALL BE 3500 PSI AT 28 DAYS AND 1:2:4
MIXTURE WITH 6 GAL. MAX. WATER CONTENT PER SACK OF
CEMENT.
CONTRACTOR TO FURNISH 1" CONDUIT
UNDER PAD FOR GROUND WIRE.
LOCATE CONDUITS UNDER PRIMARY AND
SECONDARY BUSHINGS.
TRANSFORMER LOCATION TAG SHALL BE
ATTACHED TO PAD WITH CONCRETE NAILS OR
SHEET METAL SCREWS.
TRANSFORMER PAD REQUIRES A MINIMUM 10'-0"
CLEARANCE AROUND EACH SIDE AND BACK OF
PAD. A 15'-0" CLEARANCE IS REQUIRED ON
FRONT SIDE OF PAD.
2.
3.
4.
5.
6.
7.
8.
9.
SEE
NOTE 9
12"SEE NOTE 1SEE
NOTE 2
SEE NOTE 7
6"39
SEE NOTE 6
3"
3"
SECONDARY SERVICE
DUCT BANK, SEE PLANS48"MIN.PRIMARY SERVICE
DUCT BANK, SEE
NOTE 11.
SEE NOTE 5 SEE NOTE 4
8
7
5
FINAL GRADE
SEE NOTE 8
FRONT
INSTALL NEW COPPER CLAD GROUND
ROD, 3/4" x 10"-0", TYPICAL OF 6.
INSTALL NEW #4/0 BARE COPPER
CONDUCTOR (TYPICAL).
INSTALL NEW #4 BARE COPPER
CONDUCTOR.
INSTALL NEW EXOTHERMIC WELD,
TYPICAL OF 7.
INSTALL NEW SECONDARY CONDUITS,
SEE SITE PLAN.
INSTALL NEW PRIMARY CONDUITS,
SEE SITE PLAN.
INSTALL NEW #4 REBAR, 9" O.C.
BOTH WAYS.
CONSTRUCT NEW PAD USING
CONCRETE, 3500 PSI AT 28 DAYS.
INSTALL NEW 1" GRSC UNDER PAD
FOR GROUND WIRES (TYPICAL).
UTILIZE 4" PVC CONDUIT WITH
GALVANIZED LONG SWEEP BENDS FOR
ALL PRIMARY CONDUITS.
UTILIZE GALVANIZED LONG SWEEP 90°
BEND CONDUITS ON SECONDARY
CONDUITS.
TRANSFORMER PAD LEGEND:
11
SEE NOTE 3
TRANSFORMER PAD KEYED NOTES:
1212
12 12
13
CONNECT TO BUILDING GROUND RING,
IF APPLICABLE.
1/2" HILTI HAS/HVA ANCHOR. 6" MINIMUM
IMBED ALL STAINLESS STEEL HARDWARE.
(TYPICAL OF 4)
CONTRACTOR SHALL CONFIRM PAD SIZES AND
REQUIRED INSTALLATION COMPONENTS
(INCLUDING METERING DEVICES) WITH SERVICING
UTILITY AND ADJUST AS REQUIRED.
10.
SCALE:
TRANSFORMER PAD DETAIL
NOT TO SCALE0500-001
D26
2
3
4
5
6
7
8
9
10
11
12
13
10
39
EXOTHERMIC WELD ONLY
3/4" X 10'-0" COPPER CLAD
GROUND ROD
GROUND RING CONDUCTOR,
#1/0 SDBC, DEPTH NOT LESS
THAN 2'-6"
CONTRACTOR SHALL FURNISH AND INSTALL PRIMARY
SERVICE CONDUITS AND CONDUCTORS.
11.
0500-001
D26
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0515-001
D26
HEAT-ACTIVATED MASTIC
SEALANT.
MOTOR LEAD
CROSS LINKED HEAT
SHRINKABLE RAYCHEM
POLYOLEFIN CAP
COMPRESSION
RING LUG
MOTOR FEEDER
CONDUCTOR
SCALE:
D26
0515-001
TYPICAL MOTOR LEAD DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS~~1.
NOTES:
MAIN BONDING JUMPER, SIZED IN
ACCORDANCE WITH NEC ARTICLE
250.28, MINIMUM
#4/0 AWG COPPER
GROUND RING (TYPICAL)
EXOTHERMIC
WELDS
(TYPICAL)
EQUIPMENT BONDING JUMPER,
SIZED IN ACCORDANCE WITH NEC
ARTICLE 250.102, MINIMUM
3/4" X 10'-0" COPPERCLAD
GROUND RODS (TYPICAL)
ALL GROUNDING WORK SHALL BE PERFORMED IN
ACCORDANCE WITH NEC ARTICLE 250 - GROUNDING.
SERVICE ENTRANCE
DISCONNECT EQUIPMENT
GROUND
BUS
REFER TO SPECIFICATIONS FOR ADDITIONAL
GROUNDING INFORMATION AND REQUIREMENTS.
2.~SCALE:
D26
0526-003
GROUNDING SYSTEM CONNECTIONS DETAIL
NOT TO SCALE
NEUTRAL
BUS
GROUND BAR~GROUNDING ELECTRODE CONDUCTOR TO
CONCRETE ENCASED ELECTRODE, SIZED IN
ACCORDANCE WITH NEC TABLE 250.66, MINIMUM
GROUNDING ELECTRODE CONDUCTOR TO
BUILDING STEEL GROUNDING ELECTRODE, SIZED
IN ACCORDANCE WITH NEC TABLE 250.66, MINIMUM
GROUNDING ELECTRODE CONDUCTOR, SIZED IN
ACCORDANCE WITH NEC TABLE 250.66, MINIMUM~INTERSYSTEM BONDING
JUMPER AS REQUIRED
BY NEC 250.94
0526-003
D26
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-006
D26
SCALE:
D26
0526-006
CONDUIT GROUNDING DETAIL
NOT TO SCALE
NOTES:
ALL SERVICE, FEEDER AND CONTROL
CONDUITS SHALL BE GROUNDED ON
BOTH ENDS.
1.
GROUND
LUG.
CONDUITS
(TYPICAL)
ENCLOSURE
CROSS SECTION
(TYPICAL)
GROUND
CONDUCTOR
BACK PLANE OR
MOUNTING SCREW
MYERS SCRU-TITE WITH GROUND HUB OR
PERMA-COTE STG-2 WITH THROAT
LINERS. COORDINATE TYPE WITH
REQUIRED CONDUIT. (SIZE PER CONDUIT).
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-008
D26
FIN. FLOOR
NOTE:
#4/0 BARE TINNED COPPER
GROUND WIRE. SLEEVE WALL
AND FLOOR PENETRATIONS.
SEE DETAIL:
GROUND PLATES MAY BE USED IN LIEU OF
GROUND RODS IF THE TERRAIN IS DEEMED
UNSUITABLE FOR RODS. ACCESS WELLS WILL
STILL BE REQUIRED FOR EACH PLATE AND SHALL
HAVE A SUITABLE DIAMETER FOR THE INSTALLED PLATE.
TO GROUND
PLANE
3/4" BY 10'-0"
GROUND ROD
PVC GROUND ACCESS WELL COMPLETE WITH
VEHICULAR RATED STEEL COVER. FURNISH AND
INSTALL WELL AS NOTED. THOMPSON QWP-1024
OR EQUAL.
EXOTHERMIC WELD TO
GROUND ROD
BOND GROUND TO
EQUIPMENT
BONDING POINT.
SCALE:
D26
0526-008
GROUND ROD CONNECTION DETAIL
NOT TO SCALE
0526-009
26
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-009
D26
1. EXTEND PVC CONDUIT TO TOP OF BASE, OR
PEDESTAL FOR BASE,FOR PEDESTAL MOUNTED
EQUIPMENT. SUPPORT AT (2) PLACES(MIN).
NOTES:
CONCRETE SLAB
#4/0 AWG TINNED COPPER
GROUNDING CONDUCTOR TO
EQUIPMENT
PVC BUSHING
FINISHED FLOOR
PVC CONDUIT SLEEVE
EXTEND BEYOND FOOTING
AND TURN DOWN
PVC BUSHING
TO GROUNDING
SYSTEM
SCALE:
D26
0526-009
GROUNDING CONDUIT SLEEVE DETAIL
NOT TO SCALE
2. SEAL ALL SLEEVES TO PREVENT WATER PENETRATION.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-010
D26
GROUNDING BUSHING TRANSFORMER
CASE SYSTEM BONDING JUMPER
NEUTRAL BUS
EQUIPMENT GROUND
GROUNDING
BUSHINGS
TO BUILDING
STRUCTURAL STEEL,
TRUSSES, COUNTERPOISE
TO MAIN GROUNDING
ELECTRODE, BUILDING
COLD WATER PIPE,
HANDRAILS, AS
PER NEC 250
EQUIPMENT GROUNDING
CONDUCTOR-PRIMARY
SIDE OF TRANSFORMER
SCALE:
D26
0526-010
DRY TYPE DISTRIBUTION TRANSFORMER GROUNDING DETAIL
NOT TO SCALE
BUS
TERMINAL BAR
N N
N
G
FIRST DISCONNECTING
MEANS
INTERSYSTEM GROUND
BUSGROUNDING ELECTRODE
CONDUCTOR
GROUND ROD 3/4" X 10' COPPER
CLAD. USE WHERE INDICATED.
SUPPLY SIDE
BONDING JUMPER
GROUND ROD 3/4" X 10' COPPER
CLAD. USE WHERE INDICATED.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-011
D26
TO OTHER GROUND RODS
IN GROUNDING RING
#4/0 TINNED COPPER
CONDUCTOR BONDED
TO REINFORCING WITH CLAMP
CONNECTORS. MINIMUM
OF 20' ENCASEMENT
IN CONCRETE.
BOND TO METAL
BUILDING COLUMN.
SCALE:
D26
0526-011
TYPICAL COUNTERPOISE ROD INSTALLATION DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0526-012
D26
1.
NOTES:
ALL GROUNDING WORK SHALL BE PERFORMED IN
ACCORDANCE WITH NEC ARTICLE 250 - GROUNDING.
REFER TO SPECIFICATIONS FOR ADDITIONAL
GROUNDING INFORMATION AND REQUIREMENTS.
2.
SCALE:
D26
0526-012
TYPICAL GROUND BAR CONNECTION DETAIL
NOT TO SCALE~~TO FOOTING OR SLAB
REINFORCING STEEL
BONDING JUMPER AROUND
WATER METER SIZED IN
ACCORDANCE WITH NEC
ARTICLE 250.104, MINIMUM
3/4" X 10' COPPER CLAD
GROUND RODS (TYP.)
COMPRESSION FITTING. SEE
DETAIL ABOVE (TYP.)
EXOTHERMIC WELD1/4" X 4" X 20" (MIN.) COPPER
GROUND BAR EQUIPPED WITH
INSULATORS. PROVIDE
ADDITIONAL LENGTH AS
REQUIRED TO ACCOMMODATE
SIZE AND QUANTITY
CONDUCTORS.~TO LIGHTNING
PROTECTION SYSTEM
MAIN WATER SERVICE PIPE OR
OTHER METAL PIPING. ALL
CONNECTIONS TO PIPING
SHALL OCCUR WITHIN 5' FROM
WHERE THE PIPING ENTERS
THE BUILDING.
EXOTHERMIC
WELD (TYP.)
EXOTHERMIC
WELD (TYP.)
BUILDING
STRUCTURE
EQUIPMENT GROUND
BAR
EQUIPMENT NEUTRAL
BAR
SYSTEM BONDING JUMPER SIZED
PER NEC ONLY FOR SEPARATELY
DERIVED SYSTEM
GROUNDING ELECTRODE
CONDUCTOR SHALL BE CONTINUOUS
TO MAIN GROUNDING ELECTRODE.
SIZE PER ONE LINE DIAGRAM.
SIZE CONDUCTORS AS SHOWN ON
THE ONE LINE DIAGRAM AND AS
REQUIRED BY NEC.
GROUND BAR MOUNTING DETAIL
2500V INSULATORS
STEEL BRACKETS
ALL EXOTHERMIC WELDS SHALL
BE MADE TO EDGE OF COPPER
BUS BAR WITH APPROPRIATE
MOLD. TYPE LQ AND LJ BY
ERICO OR EQUAL.
TWO HOLE COMPRESSION LUG
WITH TAMPER RESISTANT BOLTS.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-001
D26
SCALE:
D26
0529-001
CONDUIT AND JUNCTION BOX SUPPORT DETAIL
NOT TO SCALE
UNISTRUT AND MOUNTING
HARDWARE.
ENCLOSURE
CONDUIT CLAMP
WITH VIBRA CUSHION
(SEE NOTE 4)2" EXPANSION
ANCHORS. MOUNT
EQUIPMENT IN
ACCORDANCE WITH
MANUFACTURER'S
RECOMMENDATIONS
UNISTRUT AND MOUNTING
HARDWARE.
NOTES:
1.UNISTRUT AND MOUNTING HARDWARE MATERIAL AS CALLED OUT IN
ELECTRICAL PLAN SHEETS AND SPECIFICATIONS.
2.SINGLE CONDUIT SHOWN. SIMILAR FOR MULTIPLE CONDUITS.
3.SIMILAR FOR ALL ELECTRICAL ENCLOSURES AND PANELS.
4.VIBRA CUSHION ONLY REQUIRED WHERE NEEDED TO PREVENT METAL
TO METAL CONTACT OF DISSIMILAR METAL TYPES OR WHERE
EXCESSIVE VIBRATION MAY OCCUR.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-010
D26
12"12"9/16" DIA HOLE TYPICAL
CONDUIT
1/4""A""A"
SECTION "A-A"
COAT BOTTOM OF PLATE
3/8" x 4" TYPE 3/16
STAINLESS STEEL BOLTS OR
WEDGE ANCHORS
RUBBER GASKET
BETWEEN GROUT AND
ALUMINUM
4'-0" A.F.F APPROX.
6" [ @4.5# ALUMINUM
CONDUIT(S) PER PLAN
1" GROUT
1/4" ALUMINUM PLATE
CONTROL DEVICE OR
JUNCTION BOX AS REQUIRED
ON PLAN SHEETS.
SCALE:
D26
0529-010
CONTROL STATION INSTALLATION DETAIL
NOT TO SCALE
WELD ALL THE WAY AROUND
CONDUITS AS REQUIRED ON
PLAN SHEET.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-013
D26
NOTES:
1.ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.
2.MOUNT HOOD BETWEEN INSTRUMENT AND MOUNTING BRACKET.
DRILL HOLES IN HOOD AS PER MOUNTING HOLES FOR INSTRUMENTS.
OFF
ON
6"6"
6"
6"
2"
2' MIN
2' MIN
3"
TYPICAL EQUIPMENT
MOUNTING RACK.
SCALE:
D26
0529-013
TYPICAL SUN SHIELD FOR CONTROL PANEL AND INSTRUMENTS
NOT TO SCALE
TOP AND SIDES FORMED FROM A
SINGLE SHEET OF 10 GA. ALUMINUM.
BACK FORMED FROM A SINGLE
SHEET OF 10 GA. ALUMINUM.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-014
D26
ELECTRICAL
ENCLOSURE
SCALE:NONE
26
0529-014
UNISTRUT STAND DETAIL (TYP.)
SCALE:NONE
1
0529-014
TYP. UNISTRUT STAND DETAIL (TOP VIEW)
1.ALL BOLTS, NUTS, WASHERS, ANCHORS, PLATES, AND OTHER MOUNTING
STEMS SHALL BE CORROSION RESISTANT, STAINLESS STEEL.
2.UTILIZE 5/16" STAINLESS STEEL WEDGE ANCHORS AS REQUIRED.
3.OMIT PAD WHERE NOT SHOWN.
DOUBLE BACKED 1-5/8" STAINLESS STEEL
UNISTRUT FRAME AND SINGLE 1-5/8"
STAINLESS STEEL CROSS MEMBERS.
CROSS MEMBERS AS REQUIRED.
STAINLESS STEEL MOUNTING BRACKET, FOUR HOLE,
DOUBLE POST, SECURE TO FRAME WITH STAINLESS
STEEL BOLTS, LOCK WASHERS, WASHERS AND
LOCKNUTS, SECURE TO CONCRETE PAD WITH 4" MIN.
STAINLESS STEEL WEDGE ANCHOR BOLTS (TYPICAL).
CONCRETE PAD AS
REQUIRED.
CONTROL PANEL
SUNSHIELD AS
REQUIRED . SEE
DETAIL:
0529-013
D26
PROVIDE KNEE BRACING
BRACKET, 1/4" THICK.
SQUARED POST BASE
FOR UNISTRUT
DOUBLE CHANNEL
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-016
D26
SCALE:
D26
0529-016
TYPICAL CONDUIT INSTALLATION AT WALKWAY DETAIL
NOT TO SCALE
STAINLESS STEEL CONDUIT CLAMP
AND HARDWARE, TYPICAL
CONDUITS AS REQUIRED BY PLAN,
TYPICAL
UNISTRUT P254* SERIES
DOUBLE-BACKED STAINLESS
STEEL CHANNEL BRACKET,
WELD OR BOLT TO
WALKWAY FRAME, 5'-0" O.C.
MAX. SPACING, LENGTH AS
REQUIRED FOR CONDUITS
TO BE TOP MOUNTED
RAILING
STEEL WALKWAY
NOTES:
1.WALKWAY AND RAILING IS TYPICAL AND FOR
REFERENCE ONLY. THE CONTRACTOR SHALL
VERIFY WITH STRUCTURAL PLANS AND
SECTIONS BEFORE INSTALLING ANY CONDUIT OR
ELECTRICAL EQUIPMENT AND ADJUST
ACCORDINGLY.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0529-017
D26
SCALE:
D26
0529-017
TYPICAL HANDRAIL MOUNT WITH WEATHERSHIELD
NOT TO SCALE
NOTE:
1.WALKWAY AND RAILING IS
TYPICAL AND FOR REFERENCE
ONLY. THE CONTRACTOR
SHALL VERIFY WITH
STRUCTURAL PLANS AND
SECTIONS BEFORE
INSTALLING ANY CONDUIT OR
ELECTRICAL EQUIPMENT AND
ADJUST ACCORDINGLY.
2.MAKE ALL REQUIRED
CONNECTIONS.
3.SEE MANUFACTURER
MOUNTING INSTRUCTIONS
FOR ADDITIONAL DETAILS.
HANDRAIL
MOUNT.
BACK TO
BACK
UNISTRUT
UNISTRUT FOR
EQUIPMENT
MOUNTING.
MOUNT TO
HANDRAIL
WITH
BACK-TO-BACK
UNISTRUT
SECURE
UNISTRUT
TO DECK
WITH
APPROPRIATE
FASTENERS.
RECESS MOUNT
EQUIPMENT (TYP.)
CONDUITS AS REQUIRED.
WALKWAY
INSTALL PIPETRAB OR EQUAL
SURGE SUPPRESSOR.
TYPICAL FOR ALL FIELD
MOUNTED ANALOG DEVICES.
PIPE CLAMPS
TYPICAL ELECTRICAL PANEL,
OPERATOR INTERFACE OR
TRANSMITTER. ACTUAL DISPLAY
MAY VERY.
CONDUITS AS REQUIRED.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0533-018
D26
DEFLECTION AND
EXPANSION COUPLING
WITH BONDING JUMPER,
TYP.
STAINLESS STEEL CONDUIT
CLAMP AND HARDWARE,
TYPICAL
CONDUIT 'LB' FITTING WITH
ACCESSIBLE REMOVEABLE
COVER, TYPICAL
TOP OF WALL OR STRUCTURE
CONDUIT, SEE PLANS AND/OR
ONE-LINE FOR SIZE, QUANTITY
AND TYPE
THE EQUIPMENT SHOWN IS TYPICAL AND
FOR REFERENCE ONLY. THE ELECTRICAL
CONTRACTOR SHALL VERIFY THE SITE
CONDITIONS AND ADJUST THE WORK
ACCORDINGLY.
AS REQUIRED
VERIFYAS REQ'DNOTE:
SCALE:
D26
0533-018
TYPICAL DEFLECTION COUPLING DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0533-019
D26
SCALE:
D26
0533-019
SUBMERSIBLE PUMP CABLE SUPPORT DETAIL
NOT TO SCALE
PROVIDE TWO CABLE SUPPORTS IF PUMP HAS TWO INTEGRAL CORDS.
CONTRACTOR TO FIELD SIZE STRAIN RELIEF TO MATCH PUMP CABLES.
NOTE:
PUMP CABLES AS
REQUIRED.
STAINLESS STEEL
BRACKET.
TOP OF WET
WELL.
1/2"Ø X 5" LONG TAPCON &
1/2" LOCKWASHER (TYP)
EXCESS PUMP
CORD (IF NEEDED).
SS HOOK MOUNT. SIZE AS REQUIRED.
TO
CONTROL PANEL
STAINLESS STEEL
MESH STRAIN
RELIEF.
STAINLESS STEEL
HOOK .
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0543-012
D26
3"3"2" MIN.
3"SEE NOTES12"REPLACE SOIL AFTER SETTLING
FINISHED GRADE
3500 PSI
CONCRETE3"DETECTABLE 3" WARNING TAPE
3" CONCRETE
ENCASEMENT
ALL AROUND
BACKFILL USING CRUSHED
AGGREGATE BASE COURSE AS
APPROVED BY ENGINEER.
UNDISTURBED OR COMPACTED
SOIL AROUND DUCT BANK
#4/0 AWG BARE COPPER
GROUND COUNTERPOISE
2"MIN.(SEE NOTE 13)
SCALE:
D26
0543-012
CONCRETE ENCASED ELECTRICAL DUCT DETAIL
NOT TO SCALE
NOTES:
1.CONTRACTOR SHALL STAKE THE DUCT INSTALLATION IN PLAN AND
ELEVATION FOR NEW ELECTRICAL DUCTS TO AVOID EXISTING UTILITIES,
STAKING PLAN SHALL BE APPROVED BY OWNER AND ENGINEER PRIOR
TO WORK.
2.CONTRACTOR SHALL ADJUST THE DEPTH OF THE ELECTRICAL DUCTS
AS REQUIRED TO MAINTAIN THE MINIMUM COVER REQUIREMENT
INDICATED AND AVOID EXISTING UTILITIES.
3.SIMILAR CONSTRUCTION FOR OTHER DUCT SIZES. SEE ELECTRICAL
PLAN SHEETS FOR QUANTITY AND SIZES.
4.INSTALL DUCT CONDUIT SUPPORTS AT 5'-0" O.C. MAXIMUM SPACING.
UTILIZE LOCKING COLLARS OR HOLD DOWN BARS WITH ANCHORS TO
PREVENT DUCT FLOTATION. (TYPICAL ALL DUCTS).
5.OFFSETS AND BENDS OVER 10 DEGREES AND ELBOWS IN PVC CONDUIT
RUNS SHALL BE GRSC.
6.NO PVC SHALL EMERGE FROM THE GROUND OR CONCRETE SLAB OR
ENCASEMENT, PVC SHALL CONVERT TO PVC COATED GALVANIZED
RIGID STEEL CONDUIT PRIOR TO ITS EMERGENCE UNLESS NOTED
OTHERWISE.
7.SPARE PVC COATED GALVANIZED RIGID STEEL CONDUITS SHALL STUB
UP 6" ABOVE FINISHED GRADE OR CONCRETE PAD SURFACE AND BECAPPED WATERTIGHT.
8.INSTALL GROUND RODS AT ENDS OF ELECTRICAL DUCT AND CONNECT
TO GROUND RING.
9.INSTALL CONDUCTORS AND CABLES AS NOTED ON DRAWINGS. INSTALL
PULL ROPE IN ALL SPARE DUCTS.
10.MINIMUM COVER REQUIREMENT FOR DUCT BANKS UNDER ROADS,
DRIVEWAYS AND PARKING LOTS SHALL BE 24".
11.MINIMUM COVER REQUIREMENTS FOR ELECTRICAL SECONDARY
SERVICE DUCT BANKS SHALL BE 30".
12.MINIMUM COVER REQUIREMENTS FOR ELECTRICAL PRIMARY SERVICE
DUCT BANKS SHALL BE 36".
13.VERTICAL AND HORIZONTAL DISTANCES BETWEEN CONDUITS SHALL BE
3" MINIMUM FOR DUCTS CONTAINING CIRCUITS OVER 600 VOLTS.
14.DUCT BANKS TO EXTEND BELOW FLOOR SLABS.6" TOP SOIL
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0543-013
D26
CAUTION BURIED ELECTRIC LINE BELOW
NOTES:3"POWER MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
WITH RED BACKGROUND AND BLACK LETTERING.
1.
2.
WITH ORANGE BACKGROUND AND BLACK LETTERING, "TELEPHONE LINE"
COMMUNICATION MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
OR "FIBER OPTIC LINE" RESPECTIVELY.
TAPE SHALL BE DETECTABLE, DURABLE, HIGHLY VISIBLE, RESISTANT TO3.
ELEMENTS, MEETING AND/OR EXCEEDING ALL INDUSTRY STANDARDS.
SCALE:
D26
0543-013
UNDERGROUND DETECTABLE WARNING TAPE DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0543-014
D26
CONDUITS AS
2' ALL AROUND
STERILIZE SOIL
1" DRAIN HOLE
3/4" x 10'-0" COPPERCLAD GROUND
ROD VIA 2" DIAMETER OPENING.
CONDUIT.
REQUIRED FOR DEPTH AND
SECTIONS WITH DRAIN HOLE AS
EXTENSIONS AND SOLID BOTTOM
ALL AROUND.
1" CHAMFER
1" AFG MIN.
(TYPICAL).
PENTAHEAD BOLTS
STAINLESS STEEL
STUBOUTS
FOR CAPPED
1#3 BAR6" TYP.
6"LAP12"
ELECTRIC
PLAN
FINISHED GRADE
NOTES:
3"
TYP.
12"
SECTION
CONDUIT
3500 PSI CONCRETE, ALL SIDES.
WITH LOGO "ELECTRIC" OR "SIGNAL" OR "FIBER".
EXTRA HEAVY DUTY, NON-METALLIC COVER12"#3 REBAR
SHOWN ON PLANS
12" DEEP GRAVEL MAT
3' MINIMUM24" MIN.COVER
COMPOSITE JUNCTION BOX, UL LISTED,
QUAZITE STYLE OR EQUAL, BOX WITH SOLID
BOTTOM.
SCA LE:
D26
0543-014
ELECTRICAL PULLBOX DETAIL
NOT TO SCALE
1.UL LISTED PULLBOX AND EXTRA
HEAVY-DUTY COVER SHALL BE DESIGNED
FOR A TEST LOAD OF 33,750 LBS AND A
DESIGN LOAD OF 22,500 LBS.
2.PULLBOX INTERIOR DIMENSIONS SHALL
BE 30"L x 17"W x 28"D OR AS REQUIRED
FOR NUMBER OF CONDUITS.
3.PROVIDE MINIMUM 3' SLACK CABLE LOOP
FOR EACH CABLE.
4.COLOR CODE, TAG AND IDENTIFY ALL
CABLES IN UL LISTED PULLBOX.
5.EXACT LOCATION OF EACH UL LISTED
PULLBOX SHALL BE APPROVED BY THE
OWNER AND ENGINEER.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0543-015
D26
NOTES:
CONDUIT SPACER TO BE 6" MIN FROM CONDUIT
COUPLINGS.
TYPICAL DUCTBANK COUPLINGS SHALL BE SPACED
AT 6" MIN. INTERVALS.
5'-0"
O.
C.
M
A
X
TYPICAL CONDUIT
SPACER
SCALE:
D26
0543-015
TYPICAL DUCTBANK SPACING AND COUPLING DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0543-016
D26
LIFTING EYE OR HANDLE(TYP)
H-20 LOADING RATED
TRAFFIC COVER W/3"
LETTERS CAST IN COVER
CABLE RACK W/PORCELAIN
INSULATORS(TYP. 4 CORNERS)
PRECAST PULL BOX
W/6" WALLS
12" DIA X 4"
DEEP
DEPRESSION
FOR SUMP
KNOCKOUTS
ON EACH SIDE,
COORDINATE W/
DUCT BANKS PER DWG
#4/0 AWG TINNED
COPPER GROUNDING WIRE,
EXOTHERMIC WELD TO
COVER FRAME
#4/0 AWG TINNED
COPPER GROUNDING WIRE,
TO COUNTERPOISE(TYP)
DRIVE GROUND ROD THRU 1" HOLE
IN FLOOR, PROVIDE WATERTIGHT
SEAL AROUND GROUND ROD
6" FLOOR
SCALE:
D26
0543-016
PRECAST PULL BOX DETAIL (PREFAB)
NOT TO SCALE
NOTES:
1.PULLBOX SHALL BE SIZED AS REQUIRED FOR NUMBER OF CONDUITS.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0553-002
D26SCALE:
D26
0553-002
TYPICAL ENGRAVED NAMEPLATE DETAIL
NOT TO SCALE
MOUNT WITH STAINLESS STEEL SCREWS.
SEAL SCREW HOLES WITH SILICONE RUBBER.
EQUIPMENT NAMEPLATE NOTES:
PANEL "PP1"
480Y/277 VOLT, 3Ø, 4W, 400A/3P MCB
18kAIC RATING
FED FROM MDP-12 IN ROOM E1012"5"
MINIMUM 2
MOUNTING HOLES
FOR #8 STAINLESS
STEEL SCREWS
3/8" MIN. HEIGHT LETTERING
FOR EQUIPMENT NAME
1.
2.
3.
INSTALL 2-PLEX ACRYLIC, WHITE ON BLACK CORE, 5"x2" TILE,
TEXT LINES AS INDICATED, CUSTOM ENGRAVED NAME PLATES.
4.NAMEPLATE INFORMATION SHALL INCLUDE:
A. IDENTIFICATION NAME.
B. VOLTAGE SYSTEM, AND AMPACITY RATING AND TYPE.
C. EQUIPMENT AIC RATING.
D. FEEDER SOURCE OF SUPPLY DESCRIPTION.
ARC FLASH HAZARD WARNING
SIGN PER NEC ARTICLE 110.16
AND NFPA 70E
INSTALL ALL NAMEPLATES AND WARNING SIGNS IN
ACCORDANCE WITH NEC AND NFPA 70E REQUIREMENTS.
NOTES:
INSTALL NAMEPLATES AND WARNING SIGNS ON ALL ELECTRICAL
EQUIPMENT, INCLUDING BUT NOT LIMITED TO, SWITCHBOARDS,
PANELBOARDS, TRANSFORMERS, SWITCHES, CONTROL PANELS
AND MOTOR CONTROL CENTERS.
1.
2.
EQUIPMENT NAMEPLATE
PER DETAIL AND NEC
CONDUCTOR COLOR
CODING IDENTIFICATION
NAMEPLATE PER NEC
ARTICLES 200.6, 210.5
AND 215.12; VERIFY
IDENTIFICATION SCHEME
WITH AHJ AND ENGINEER
EXTERIOR EQUIPMENT SHALL HAVE WEATHER-RESISTANT,
NON-FADING NAMEPLATES AND SIGNAGE.
3.
REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5.
BY VOLTAGE SYSTEM TYPE, WHEN
REQUIRED, PROVIDE HIGH-LEG
IDENTIFICATION SIGN OR UNGROUNDED
SYSTEM SIGN BY NEC ARTICLE 408.3(F)
AVAILABLE FAULT CURRENT SIGN
INCLUDING DATE CALCULATED PER NEC
ARTICLE 110.24
ARC FLASH BOUNDARY, SHOCK
HAZARD, AND PPE REQUIREMENT
WARNING SIGN PER NEC AND NFPA 70E
INSTALL CIRCUIT DIRECTORY AND/OR CIRCUIT IDENTIFICATION
FOR PROPER FIELD IDENTIFICATION.
4.
1/8" MIN. HEIGHT LETTERING
FOR LINES 2 THROUGH 4
SCALE:NOT TO SCALE
PANEL FRONT VIEW
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0900-003
D26
SCALE:
D26
0900-003
LEVEL SWITCH SUPPORT BRACKET DETAIL
NOT TO SCALE
1/2" X 5" LONG TAPCON
&1/2" LOCK WASHER (TYP.)
CONTRACTOR SHALL INSTALL
MANUFACTURER'S STAINLESS STEEL
LEVEL SENSOR BRACKET, AND MESH
SUPPORTS FOR STRAIN RELIEF
WITHIN ARMS REACH OF TOP OF WALL.
LEVEL SENSOR CORDS
TO CONTROL PANEL
TOP OF WALL
NOTES:
1.INSTALLATION SHOWN IS TYPICAL. ADJUST INSTALLATION AS REQUIRED BY
LEVEL SENSOR MANUFACTURER'S INSTALLATION REQUIREMENTS.
COORDINATE MOUNTING HEIGHTS WITH
OWNER AND ENGINEER PRIOR TO
INSTALLATION AS REQUIRED. PROVIDE
NUMBER OF FLOAT SWITCHES AS
REQUIRED PER PLAN SHEETS.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0900-011
D26
SCALE:
D26
0900-011
MAGMETER TYPICAL ELECTRICAL PLAN DETAIL
NOT TO SCALE
DRAIN
TREE
TYPICAL "SEALTITE" FLEX
OR EQUAL
FLOW METER TRANSDUCER. FULLY
POTTED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS.
NOTES:
1.CORE DRILL 1" HOLE FOR GROUND ROD AND GROUT FOR WATER TIGHT SEAL.
2.GROUND ROD TO EXTEND 2" ABOVE FINISHED SLAB FOR GROUND CLAMP CONNECTION.
GROUND ROD
BOND MAG METER GROUND
RINGS TO GROUND ROD
TO FLOWMETER
TRANSMITTER
MANUFACTURER SUPPLIED PUMP
CORD. SECURE TO CONCRETE WITH
ONE HOLE CABLE CLAMPS AND
MASONRY ANCHORS, 3'-0" MAX SPACING
3.SEE SITE PLANS FOR TRANSMITTER AND 120VAC POWER PANEL LOCATIONS.
SUMP PUMP. SEE
NOTE 4.
TO
RECEPTACLE
4.SUMP PUMP AND METER VAULT CONSTRUCTION SHOWN AS TYPICAL. REFER TO PROJECT MECHANICAL
SHEETS FOR SUMP PUMP REQUIREMENTS AND METER VAULT CONSTRUCTION.
0900-019D26BMXDRA0805Out-0C0Out-1C1Out-2C2Out-3C3Out-4C4Out-5C5Out-6C6Out-7C7NANANANACRCRCRCRFUFUFUFU3CRCRCRCRFUFUFUFUL112L112L22NCNCNCNCBMXDAI1604IN-0IN-1IN-2IN-3IN-4IN-5IN-6IN-7IN-8IN-9IN-10IN-11IN-12IN-13IN-14IN-15VAC 1ACVAC 2COM 1ACCOM 2L112MODICON M340 DIGITALOUTPUT MODULEPULL-DOWN RESISTER(TYP.)CONNECTION TODEVICE WITHINTHE PLC LCP(TYPICAL)CONNECTION TO FIELD DEVICE(TYPICAL)CONNECTION TOFIELD MOUNTEDLCP (TYPICAL)L22L22MODICON M340 DIGITALINPUT MODULEKEYED NOTES:FURNISH AND INSTALL INDIVIDUAL BRANCH CIRCUITBREAKER.FURNISH AND INSTALL LINE AND NEUTRAL WIRINGCONNECTIONS AS REQUIRED.CONTRACTOR SHALL DETERMINE RESISTER SIZE.FURNISH AND INSTALL 24VDC POWER AS REQUIRED.GENERAL NOTES:1.MAKE ALL FINAL CONNECTIONS PER MANUFACTURER'SINSTRUCTIONS.2.PROVIDE FUSED TERMINAL BLOCK, FUSE, ANDINTERPOSING RELAY FOR EACH AVAILABLE PLC DIGITALOUTPUT CHANNEL (INCLUDING SPARES).3.FURNISH AND INSTALL TERMINALS REQUIRED FOR ACOMPLETE AND OPERATIONAL SYSTEM.4.DEVICES AND ASSOCIATED CONNECTIONS SHOWN INTHIS DIAGRAM ARE INTENDED TO BE AREPRESENTATION OF A TYPICAL INSTALLATION ANDSHALL NOT BE CONSTRUED AS PLANNED DEVICES ANDCONNECTIONS.LEGENDPANEL WIREFIELD WIREFIELD MOUNTED LCP TERMINAL BLOCKPLC LCP TERMINAL BLOCKCOMPONENT TERMINALNO CONNECTIONANALOGCOMNCANLGCOM1234BMXAMO0410COM-0NCV/IOUT-0NCNCNCCOM-1NCV/IOUT-1NCCOM-2NCV/IOUT-2NCNCNCCOM-3NCV/IOUT-3NC+-FCV+-SI12G34FURNISH AND INSTALLPHOENIX CONTACTTERMITRAB (TYPICAL)CONNECTION TOFIELD MOUNTEDLCP (TYPICAL)CONNECTION TODEVICE WITHINTHE PLC LCP(TYPICAL)+-VFD12G34+-LI12G34CONNECTION TO FIELD DEVICE(TYPICAL)THE CURRENT LOOP IS SELF-POWERED BY THE OUTPUT AND DOES NOT REQUEST ANY EXTERNAL SUPPLY.MODICON M340 ANALOGOUTPUT MODULESCALE:D260900-019TYPICAL MODICON M340 PLC I/ONTSLEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS
0900-020D26LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTSBMXAMI0810II-0COM-0VI-0VI-1COM-1II-1II-2COM-2VI-2VI-3COM-3II-31314II-4COM-4VI-5II-5VI-4COM-5II-6COM-6VI-6VI-7II-728COM-727+-GC+-FTFITLITFURNISH AND INSTALLPHOENIX CONTACTTERMITRAB (TYPICAL)24VDCLOOP-POWEREDTRANSMITTER CONNECTEDIN SINGLE-ENDEDCONFIGURATION (TYPICAL)12G34+-GCPIT12G34+-GC12G34+-GC12G34CONNECTION TO FIELDDEVICE (TYPICAL)+-GFITSELF-POWEREDTRANSMITTER CONNECTED INSINGLE-ENDED CONFIGURATION (TYPICAL)12G34+-GPIT12G34+-GSC+-GVFD12G34CCCCCONNECTION TO DEVICEWITHIN THE PLC LCP(TYPICAL)CONNECTION TOFIELD MOUNTEDLCP (TYPICAL)1FUFUFUFUFUFUFUFUMODICON M340 ANALOGINPUT MODULELEGENDPANEL WIREFIELD WIREFIELD MOUNTED LCP TERMINAL BLOCKPLC LCP TERMINAL BLOCKCOMPONENT TERMINALNO CONNECTIONANALOGCOMNCANLGCOMKEYED NOTES:FURNISH AND INSTALL 24VDC LOOP POWER ASREQUIRED.GENERAL NOTES:1.MAKE ALL FINAL CONNECTIONS PER MANUFACTURER'SINSTRUCTIONS.2.FURNISH AND INSTALL TERMINALS REQUIRED FOR ACOMPLETE AND OPERATIONAL SYSTEM.3.DEVICES AND ASSOCIATED CONNECTIONS SHOWN INTHIS WIRING DIAGRAM ARE INTENDED TO BE AREPRESENTATION OF A TYPICAL INSTALLATION ANDSHALL NOT BE CONSTRUED AS PLANNED DEVICES ANDCONNECTIONS.1NCNCNCNCNCNCNCNCSCALE:D260900-020TYPICAL MODICON M340 PLC I/O IINTS
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
2716-013
D26
..
........
....
........
.
.
...
.
.........
.......
.
.
....
.
...
...
.
.
.....
..
......
..
.....
..
...
.
.....
....
...MCC
WALL
1" CLR. (MIN)
REARFRONT
FLOOR
FINISHED
CHANNELS
1/2 " DIAMETER x 6" WELDED
STUDS @ 18" OC MAX
1/2 " DIA MIN
SS EPOXY
ADHESIVE
ANCHOR,
4" "C" 5.4
(TYP) LEVELING
SCA LE:
D26
2716-013
MCC AND SWITCHGEAR MOUNTING
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
2716-014
D26
INCLUDING SWITCHES, PANELBOARDS AND TRANSFORMERS.
ALL NEW, FLOOR MOUNTED, ELECTRICAL EQUIPMENT
NEW FLOOR MOUNTED
ELECTRICAL EQUIPMENT
NOTES:
PROVIDE SIMILAR HOUSEKEEPING PADS FOR1.
3-1/2"WALLFINISHED FLOOR
6" X 6" WELDED
WIRE FABRIC
1" CHAMFER
ALL AROUND
2.INSTALL STAINLESS STEEL EXPANSION ANCHORS
AND SECURE ALL EQUIPMENT TO PAD.
SCALE:
D26
2716-014
ELECTRICAL CONCRETE HOUSEKEEPING PAD DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
2716-015
D26
HOUSE KEEPING
CURB
3/4" CHAMFER
3"
1" MIN
COUPLING
3"NOTE:
HOUSE KEEPING CURB REQUIRED AT ALL
INTERIOR WALL LOCATIONS FOR SINGLE AND
MULTIPLE RISERS.
SCALE:
D26
2716-015
CONCRETE HOUSEKEEPING CURB DETAIL
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2913-001D26NOTES:1. COORDINATE T-STAT VOLTAGE REQUIREMENTS WITHMECHANICAL PLANS AND SPECIFICATIONS. PROVIDE LVTRANSFORMER IF REQUIRED.* VENDOR SUPPLIED EQUIPMENT. COORDINATECONNECTION REQUIREMENTS WITH EQUIPMENT PLANS AND SPECS.SCALE:EXHAUST FAN CONTROL SCHEMATICNONE2913-001D26FOR EXHAUST FANS WITHOUT THERMOSTATS, REMOVE RUNG,AND PROVIDE ON/OFF HAND SWITCH.KEY NOTES:1MCPTCAPACITYEXTRA208V3-PH,208 V,60 HzEGRC1PTT120VMCBTD1-1POWER ONDELAY RELAYEXHAUST FANRUNNING INDICATORGNDBARNOTCM2-2OL1'SM1FAN STARTONOFFAUTO(FROM T-STAT IF USED)STARTINGCONTACTORSTANDARDPRE-WIREDDISCONNECT*OL1TD1(SEE SPECS FOR ENCLOSURE NEMA RATING)PROPOSED SUPPLY/EXHAUST FAN CONTROL SCHEMATIC (208V, 3 PHASE)MCPMSTANDARDPRE-WIREDDISCONNECT*OL2MCPOL2'SM2C1-1M1-1M2-1RPTTSUPPLY FANRUNNING INDICATORM1-2APTTOL2-2APTTOL1-2RESETXOOOOXGPTTM2-2GPTTSUPPLY FANSTOPPED INDICATORM1-2 EXHAUST FANSTOPPED INDICATORSUPPLY FANFAULT INDICATOREXHAUST FANFAULT INDICATOR177SF0177SF0277SF0377EF0177EF0277EF03
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
4113-001
D26
AIR TERMINAL
SWIVEL ADAPTER
ROOF CONDUCTOR
ROUTE BELOW
ROOFLINE
THRU-ROOF ADAPTER
SCA LE:
D26
4113-001
THRU-ROOF POINT ADAPTER
NOT TO SCALE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
4113-002
D26
OFF
ON
PROVIDE VERTICAL
SUPPORTS MAXIMUM
3'-0" O.C. SPACING
TYPICAL ROOF TOP UNIT STAINLESS STEEL
DOUBLE BACKED
UNISTRUT STAND
NEMA 4X SS
DISCONNECT
WIND BRACE
OUTDOOR RECEPTACLE. TO BE
GFCI WITH IN-USE
WEATHERPROOF COVER
RTU ROOF CURB WITH
WOOD NAILER
ROOF DECK
BEYOND
480V
CIRCUIT
ELECTRICAL
CONDUIT
120V
CIRCUITAIR DUCTAIR DUCT
ROOF
INSULATION
AND CANT
STRIP
FINISH ROOF
BUILDING
STRUCTURE
SCALE:
D26
4113-002
THRU-ROOF HVAC CONNECTIONS
NOT TO SCALE
2. ALL CONDUITS ARE TO INCLUDE A GREEN GROUNDING CONDUCTOR SIZED PER THE N.E.C.
FUSE ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATION.
1. VERIFY ALL EQUIPMENT REQUIREMENTS PRIOR TO PERFORMING THE ELECTRICAL INSTALLATION.
NOTES:
3. ALL DISCONNECTS FOR ALL HVAC EQUIPMENT ARE TO BE SEPARATELY MOUNTED FROM THE
EQUIPMENT THEY SERVE. MOUNTING BRACKETS ARE TO BE CONSTRUCTED FROM GALVANIZED
METAL WITH 4"X4" TREATED LUMBER AND PLATED LAG SCREWS. INSTALL ï" RUBBER PADS
BETWEEN THE LUMBER AND THE ROOFING MATERIAL. INCLUDE ALL NECESSARY BRACES.
4. INSTALL CONDUIT FEEDING ROOFTOP UNITS BETWEEN THE CEILING AND THE DECK, FROM THE
PANEL TO THE LOCATION OF THE UNIT, PENETRATING THE ROOF ONLY AT THE HVAC CURB.
INSTALL WIRING FOR THE WEATHER PROOF RECEPTACLES IN THE SAME MANNER, MOUNTING
THE RECEPTACLE ON THE SAME STAND AS THE DISCONNECT. WEATHER PROOF COVERS ARE
OF THE METAL WEATHER PROOF "WHILE-IN-USE" TYPE.
STAINLESS STEEL
POST BRACKET ON
1/2" RUBBER PAD
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5600-003
D26
PVC GRSC
CL
CL
1"x36" GALVANIZED ANCHOR
BOLTS WITH WELDED
EXTENSIONS, ANCHOR
BOLT EXTENSION WELDS BY
GENERAL CONTRACTOR3"10"TYPICAL#3 TIES AT 10" ON CENTER
(TYPICAL)3'-0"1'-6"2"3"2'-6"24" DIAMETER
CONCRETE
6"MIN.3"
FINISHED GRADE
TYPICAL POLE LIGHT FIXTURE
WITH LAMP, SEE LIGHT FIXTURE
SCHEDULE FOR LAMP TYPE,
STYLE, TYPE, MATERIAL, AND
FINISH.
TYPICAL LIGHT FIXTURE POLE,
SEE LIGHT FIXTURE SCHEDULE
FOR STYLE, TYPE, MATERIAL, AND
FINISH
REINFORCED HANDHOLE FOR
ACCESS TO IN-LINE QUICK
DISCONNECT STYLE FUSE HOLDERS
WITH FUSES AND GROUNDING LUG,
REFER TO POLE MANUFACTURER'S
DETAILS FOR SIZE
VERIFY
LC
2-1/2"
CLEAR TO
TIES
TYPICAL
GROUNDING BUSHING, TYPICAL
REFER TO POLE
MANUFACTURER'S DETAILS FOR
BOLT PATTERN
BASE-PLATE COVER, MATCH POLE MATERIAL
AND FINISH. PROVIDE HINGED BASE AS
REQUIRED ON LIGHTING SCHEDULE
NON-SHRINK GROUT UNDER
BASE WITH 3/8" WEEP HOLES
ON TWO SIDES 1" CHAMFER, TYPICAL
#6 AWG SOLID BARE
COPPER GROUNDING
CONDUCTOR
3/4"x10'-0"
DEDICATED COPPER
CLAD GROUND ROD,
TYPICAL FOR EACH
POLE
1/2"X4"X4" PLATE WASHER
TACK WELDED TO BOLT 2"
FROM END, TYPICAL
6 -#5 VERTICAL
REINFORCING BARS,
20" CIRCLE, EQUALLY
SPACED
3500 PSI CONCRETE
BASE, DIAMETER AND
LENGTH AS SHOWN
1.
NOTES:
ALL HARDWARE SHALL BE STAINLESS STEEL.
2.CONSTRUCT FOUNDATION IN ACCORDANCE WITH POLE
MANUFACTURERS GUIDELINES, INSTALLING BOLT
TEMPLATE LEVELING UNIT, ANCHOR BOLTS, FULL
BASE-PLATE BOLT COVER, AND ACCESSORIES FOR A
COMPLETE INSTALLATION.
3.TIE ALL CONDUITS, POLE, EQUIPMENT GROUND AND ALL
OTHER METAL EQUIPMENT AND GROUNDING LUGS
TOGETHER USING #6 AWG SOLID BARE COPPER AND
APPROVED GROUNDING CLAMPS AND CONNECT TO
GROUND ROD SYSTEM.
CONCRETE BASE
PLAN VIEW
CL
LC
BOLT LAYOUT AND
QUANTITY AS
REQUIRED BY
MANUFACTURER
CONCRETE
24" DIAMETER
#3 TIES,
12" O.C.
6-#5 VERTICAL
REINFORCING BARS,
EQUALLY SPACED, 20"
CIRCLE, TYPICAL
12"GRSC W/
BUSHING
BASE-PLATE
SCALE:
D26
5600-003
TYPICAL ELEVATED CONCRETE BASE DETAIL
NOT TO SCALE
EXOTHERMIC
WELDS ONLY
RAINTIGHT POLE CAP
24" MINIMUMAS RECOMMENDED BYPOLE MANUFACTURER
SCALE:
D26
5600-008
LIGHT POLE BRACKET MOUNTING
NOT TO SCALE
122"4"2 5/8"8 5/8"1'-0 1/2"2"2"6 1/4"6 1/4"1'-4"1/2"6"6"1'-0"45.00°6"
CL CL
CL POLE LIGHT
CLCLCLCLCL
CL(4) 13/16" DIA HOLE
ON 9" BOLT CIRCLE
1/4" PLATE AS
SHOWN
2" DIA HOLE
3/16
3/16
1/4" PLATE
(4) 9/16" DIA
HOLES
CLPOLE LIGHT
CLCLPOLE LIGHT
SUPPORT
BRACKET
ELEV SEE PLAN
TOSTOS
FRAMING
MEMBER
4"2"FIELD DRILL (4) 9/16" DIA
HOLES @ 4" GAGE FOR (4)
1/2" A325 BOLTS AND
LOCK WASHERS
PLAN
ELEVATION
FIELD INSTALLATION "A"
NOTE:
PAINT WITH SYSTEM NO.4, EXPOSED
METAL - MILDLY CORROSIVE
3/16
3/16
(PER POLE LIGHT MFR,
CONFIRM BOLT PATTERN AND
DIA. PRIOR TO CONSTRUCTION)
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5600-008
D26
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
2316-001
D31
SCA LE:
EXISTING UTILITY PROTECTION
NOT TO SCALE2316-001
D31
CROSSINGS WHERE NOT LOCATED UNDER PAVING
TYPICIAL METHOD OF PROTECTING UTILITIES OR OTHER PIPE
EXISTING PIPE
SAND BAGS IF BANK IS
UNCONSOLIDATED
EXISTING
PIPE
SAND BAGS
COMPACTED
CRUSHED STONE COMPACTED SAND OR #67
STONE BEDDING MATERIAL
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2323-001D314" MIN*6" FOR 18"Ø - 36"Ø PIPE12" FOR > 36"Ø PIPE1. SLOPE, BENCHING, SHORING, ETC. AS DETERMINED AND DESIGNED BY THE CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE OSHA REGULATIONS FOR "OPEN TRENCH EXCAVATIONS".2. BEDDING REQ'D FOR ALL GRAVITY LINES, ALL PVC LINES AND ALL CONCRETE LINES. BEDDING REQUIRED IN ALL AREAS OF ROCK EXCAVATION OR UNSUITABLE SOILS. BELL HOLES REQ'D FOR PIPES > 4" DIA. FOR DUCTILE IRON PRESSURE MAINS, SELECT EARTH MAY BE USED FOR BEDDING IN AREAS OF ROCK EXCAVATION.3. ALL MATERIALS SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR DENSITY AT 2%± OPTIMUM MOISTURE CONTENT. MATERIALS UNDER PAVING, CONCRETE, STRUCTURES, ETC. SHALL BE COMPACTED TO TO MIN 98%-100% MODIFIED PROCTOR. MECHANICAL COMPACTION SHALL BE BY VIBRATORY SHEEPSFOOT OR OTHER EQUIP. SPECIFICALLY DESIGNED FOR THE COMPACTION OF EARTH. COMPACTION EQUIP. SHALL BE ON-SITE PRIOR TO BEGINNING OF WORK. MECHANICAL COMPACTION SHALL BE COMPLETED IN LOOSE LIFTS AS SHOWN ON THE DETAIL.4. TEMPORARY COMPACTED PUG-MIX BACKFILL REQ'D UNTIL PAVEMENT PLACEMENT IS COMPLETE. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THIS PUGMIX TO KEEP IT FLUSH WITH THE ADJACENT PAVING, ETC. UNTIL THE FINAL PAVING IS PLACED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY ASPHALT OR CONCRETE PATCHES WHEN NEEDED FOR PUBLIC SAFETY AND/OR CONVENIENCE.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AND UTILIZE APPROPRIATE MEANS AND METHODS OF CONSTRUCTION TO ENSURE THAT THE ENTIRE AREAS UNDER THE HAUNCHES OF THE PIPE ARE FILLED WITH THE REQUIRED MATERIALS AND COMPACTED APPROPRIATELY.6. ADDITIONAL AND/OR SPECIAL REQUIREMENTS MAY BE REQ'D BY THE PLANS, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS.7. TO THE EXTENT POSSIBLE, AS DETERMINED BY THE CONTRACTOR, TRENCH WALL SHORING METHODS SHALL BE USED IN PAVED AREAS TO MINIMIZE PAVING REPAIR REQUIREMENTS.CRUSHED STONE, ASTM-448 NO. 57 GRADATIONCRUSHED STONE, ASTM-448 NO. 67 GRADATION.SELECT EXCAVATED MAT'L REASONABLY DRY (WITHIN LIMITS REQ'DFOR COMPACTION) NO STONES > 1" DIA.EXCAVATED MAT'L REASONABLY DRY (WITHIN LIMITS REQ'D FORCOMPACTION) NO STONES > 12" DIA.SELECT TOPSOIL MAT'L TO SUPPORT VEGETATION, NO STONES ORROCK ALLOWEDPAVEMENT MATCHING EXISTING PAVEMENT OR AS SPECIFIED ON THEPLANSAGGREGATE BASE COARSE OR CONTROLED LOW STRENGTH FILLCLASS 1B (USCS IN ASTM D2487)RIP-RAP OR CRUSHED STONE1223233*** 1/24445DIFRPCONC55PRESSURE MAINS12345612232332213213444777NOTES:FRPCONCDI555GRAVITY LINESFRPCONCDI6**PAVED AREAS6**6**BEDDING/BACKFILL REQUIREMENTS & MAT'L DESIGNATIONS(SEE MATERIAL DESIGNATION/DESCRIPTOINS TABLE)MATERIAL DESIGNATION/DESCRIPTOINS TABLEDESIGNATION/MATERIALSDESCRIPTIONNOTE: WHERE EXISTING LINES ARE DEEPER & REMOVED FOR THE INSTALLATION OFNEW LINES. THE BEDDING MATERIALSHALL EXTEND TO THE FULL DEPTH AND WIDTH OFEXCAVATION.SCALE:BEDDING AND BACKFILL FOR TRENCHESNOT TO SCALE2323-001D31MIN WIDTH = 18", PIPES AND CONDUITS 4" AND SMALLERMIN WIDTH = 12"+O.D., PIPES AND CONDUITS 6" -18"MIN WIDTH = 24"+O.D., PIPES AND CONDUITS 20" & LARGERAT BOTTOM, SEE NOTE 1SLOPE DETERMINED BY CONTRACTORAS NECESSARY FOR SAFE WORKINGCONDITIONS, SEE NOTE 1FINAL BACKFILL (6"-12" LIFTSTYP, 6" LIFTS MAX. UNDERPAVING, CONC, STRUCTURES,ETC.)INITIALBACKFILL(6" LIFTS)WARNING TAPE,IDENTIFYINGTYPE SERVICE12"
18" MIN PER PLANS,
SPECS & DETAILSEXISTING INPLACE SOILWIDTH OF COMPACTIONEQUIP, 10" MINPIPE AS SPECIFIEDON PLANSHAUNCHING (4" LIFTS, NOTE 5)BEDDING (4" LIFTS)*FOUNDATION MATL(WHEN REQ'D)12 GALOCATOR WIRE(PVC ONLY)12"
MIN
OD1/2
OD
PVC &PVC &PVC &7HDPE,HDPE,HDPE,*SEE NOTE 2**SEE NOTE 4***LINES SMALLER THAN 18" SHALL BENO.67 BEDDING, LINES 18" AND LARGERNO.67 OR NO.57 BEDDING.*** 1/2*** 1/2*** 1/2*** 1/2*** 1/2TOP FILLPAVEMENT PERDRAWINGS
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
2323-002
D31MANHOLE OR OTHER STURCTUREPIPE PIPE
NOTE:
BACKFILL IN PAVED AREAS
SHALL BE STONE PER DETAIL
FOR TRENCHES
No.57 CRUSHED STONE
6" MININ STABLE SOIL
12" MININ ROCK OR
UNSTABLE, SOFT SOIL
BACKFILL AS REQ'D BY
TYPICAL TRENCH
DETAILS FOR PIPE
BACKFILL THIS
PORTION OF
TRENCH WITH
HAND HELD
MECHANICAL
TAMPERS
92% STANDARD
PROCTOR
DENSITY
COMPACTED SOIL
IN 12" LAYERS TO
92% STANDARD
PROCTOR DENSITY
SLOPES PER SITE
CONDITIONS BY
CONTRACTOR
3'-0":ELACS NOT TO SCALE
DRAINAGE & SANITARY STRUCTURES
AROUND MANHOLES AND OTHER
BEDDING AND BACKFILL REQUIREMENTS
2323-002
D31
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3200-001
D31
SCA LE:
SILT FENCE
NOT TO SCALE3200-001
D31
4"4"A
B A
COMPACTED
BACKFILL
FILTER FABRIC
WIRE FENCE
NOTE:
POINTS "A" SHOULD BE HIGHER THAN
POINT "B". PROPER PLACEMENT OF A FILTER
BARRIER IN A DRAINAGE WAY
EXTENSION OF WIRE FENCE AND
FILTER FABRIC INTO TRENCH
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
1.SET POSTS AND EXCAVATE A 4" X 4"
TRENCH UPSLOPE ALONG THE LINE OF
POST.
2. STAPLE WIRE FENCING TO THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3200-002
D31
SCALE:
STRAW BALE BARRIERS
NOT TO SCALE3200-002
D31
NOTE: INSTALL STRAW BALES PARALLEL TO CONTOURS
3. WEDGE LOOSE STRAW BETWEEN BALES
WIDTH
BALE
4"
FLOW
4. BACKFILL AND COMPACT THE EXCAVATED SOIL
1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0000-006
D32
SCALE:
PRECAST HEADWALL
NOT TO SCALE0000-006
D32
A
E FCB
D6"*6"16"* 0" ON AW HEADWALL
* 6" - 27" ON DW HEADWALL
TOE DETAIL
SIZE
A
B
C
D
E
F
MAX
OPENING
WT/LB
AW BW CW DW
32"
48"
30"
26"
24"
6"
48"
72"
44"
36"
36"
8"
80"
102"
54"
54"
64"
8"
99"
120"
56"
60"
83"
8"
22"32"55"75"
1380 3100 8100 11400
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0000-009
D32
SCALE:
TYPICAL BOLLARD
NOT TO SCALE0000-009
D32 4'-0"3'-0"THICKNESS
ROUNDED TOP OF
CONCRETE6" BLACK STEEL PIPE
SCHEDULE 40 PAINTED
2500 PSI CONCRETE
PLACE ADJACENT SURFACE
AFTER BOLLARD IS SET
COMPACTED
SUBGRADE
6"
MIN
6"
MIN
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
1000-001
D32SCALE:
TYPICAL SIDEWALK
NOT TO SCALE1000-001
D32
1/4"
1/2"
25'-0" OC MAX &
@ STRUCTURES, CURBS, WALLS,
CHANGES IN DIRECTION, ETC
6"
CURB OR VALLEY
GUTTER PER
PLANS 5'-0" ORAS INDPAVING
GRASS/EARTH
SAW CUT CONSTRUCTION JOINTS EVERY 5'-0"
MIN 1/2" EXPANSION JOINTS EVERY 25'-0"
UNLESS OTHERWISE NOTED. FILL JOINT WITH
BITUMINOUS IM4"2" AGGREGATE BASE COURSE (CLT)
COMPACTED TO 90% STND
PROCTOR
FIN GRADE FLUSH W/TOP
OF WALK FOR SEED
LAWNS, FIN GRADE FOR
SODDED LAWNS TO NOT
OBSTRUCT DRAINAGE
4x4 WWF
CONCRETE SIDEWALK- BROOM
FIN ACROSS DIRECTION OF
TRAVEL
TYP MIN SLOPE
1/4" PER FT
PREMOLDED
EXPANSION JOINT
FILLER
"SOFT CUT"
SAW CUT JOINT
5'-0" OC MAX
EXPANSION JOINT (EJ)CONTRACTION JOINT (CJ)
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
1313-002
D32
SCALE:
CONCRETE PAVING
NOT TO SCALE1313-002
D32 6"#4 BARS @ 8" OC EW
8" MIN COMPACTED
#57 COMPACTED
BASE COURSE
2' UNDERCUT AND REPLACE
W/SELECT MATERIAL AS
APPROVED BY ENGINEER.
WHERE SOIL IS EXCAVATED
DEEPER THAN THE MINIMUM 2' IN
PAVED AREAS, ALL FILL BELOW
THE PAVEMENT SHALL BE
SELECT.
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
0000-001
D33SCALE:
BACKFLOW PREVENTER
NOT TO SCALE0000-001
D33
F
E
B
C
O
F
E
B
C
O
ESOEPOLCN ESOLCNEPO
9'-9" x 4'-0" SLAB
4" THICK WITH 4x4 WWF
NOTES:
1.ALL DIMENSIONS ARE APPROXIMATE.
FEBCO MODEL 860 REDUCED PRESSURE
ASSEMBLY OUTDOOR INSTALLATION WITH
NON RISING STEM GATES, OR APPROVED
EQUAL.
HOT BOX 6" FEBCO
860-NRS, OR APPROVED
EQUAL.
10 7/8"13 9/16"56 1/8"10 7/8"13 9/16"
105"36"18"18"44"W x 49"H ACCESS OPENING
8 1/8"11 1/2"2000W, 120V, 1 PH
53"18 7/8"HEATER 4 1/8"30"23"
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS3913-002D33OPEN MANHOLE JOINTJOINT DETAIL TYP ALL SIZES(OR EQ) SEAL3/848" ODSIZE CHARTTYLOX-SUPER3/484" ID3/496" ID3/83/872" ID60" IDSEALED MANHOLE JOINT8:1BASE SECTIONMANHOLE BASE PLANDEFLECTION ANGLE90° MAXNOTES:1. ALL MANHOLES WITH PIPE ENTERING WITH DIAMETER OF 24" D.I.P OR LESS SHALL BE SUPPLIED WITH KOR-N-SEAL FLEXIBLE BOOTS OR APPROVED EQUAL. LINES > 24" SHALL HAVE A-LOK (OR EQ) FLEX BOOTS CAST INTO MH WALLS, GROUT CONN (2" MIN CL OPNG) ONLY WHEN CALLED FOR IN PLANS2. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM C-4783. UNLESS OTHERWISE INDICATED ON PLANS OR PROFILES, ALL MANHOLES SHALL BE 48" DIAMETERSCALE:TYPE A CAST IN PLACE MANHOLENOT TO SCALE3913-002D331'-4"
TYP
8"
TYP
8"
TYP
3'-0"2'-0" TO 3'-0" ABOVEFIN GRADE UNLESS NOTEDOTHERWISE IN PLANSFLUSH WITHTOP OF PAVEMENT4'-0"5"MINMANHOLE FRAME AND COVERINSTALL ON MORTAR BEDSEE DETAIL "MANHOLE RINGS & COVER"2'-0"
MAXPRECASTRISERSECTIONSMANHOLE STEPSPOLY COATEDAPPROVED NON-SHRINKINGGROUT INSIDE AND OUTSIDE2'-0"MAX FLEXIBLE BOOTKOR-N-SEAL, OR EQGROUT AS REQUIREDBASE SECTION SHALL BE SET ONFOUNDATION OF NO. 57 COMPACTED STONEAGGREGATE A MINIMUM OF 12" THICKNESSAND COVERING THE ENTIRE BOTTOM OFTHE EXCAVATION FOR THE MANHOLE.FIRM, UNDISTURBED SOILFL.INFL. OUTBRICK AND MORTAROR CONCRETE INVERTINVERTAPPROVED NON-SHRINKING GROUTINSIDE FLEX BOOT5"4'-0"5"2'-0"
MIN
D
6"
MIN
"D" (FOR LARGEST PIPE ENTERING MANHOLE)6" MIN(IF MANHOLE HEIGHTIS GREATER THAN 10' MINBASE SECTION THICKNESS SHALL BE 12")D/2PLACE STEPS ONLEAST OBSTRUCTEDWALLFACTORY CASTOPENINGSMATCH INSIDE TOP OFALL INCOMING PIPES
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3913-003
D33
EL VARIES
AA
SECTION A-A
SCALE: NOT TO SCALEINC DEPTH OFBURY AS REQ'DTO FLUSH W/GRADE8"5'-0"6"6"
FLAT MANHOLE TOP
MANHOLE STEPS
5'Ø MANHOLE
FILL OVER TOP OF
PIPE WITH STONE
DOGHOUSE BLOCKOUT
OVER PIPE
2' MINROCK BED
(#57 LIMESTONE)
UNDER BOX
CAST IRON MANHOLE
RING AND COVER,
30"Ø OPENING,
FLUSH FIT
ALUM GRAB BARS
5'Ø MANHOLE
WITH FLAT TOP
18"SCALE:
AIR/VACUUM RELIEF VAULT PLAN
NOT TO SCALE3913-003
D33
FLEX TUBING
AIR/VACUUM RELEASE
VALVE ASSEMBLEY
SEE DETAIL
2343-005
D40
SERVICE SADDLE
OR TEE
AIR VALVE SIZE
AS INDICATED
ON DRAWINGS
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3913-004
D33
NOTES:
1. CONTACTING/SEALING SURFACES OF
FRAME AND COVER SHALL BE
MACHINED.
2. MINIMUM WEIGHTS:
FRAME - 180 LB
COVER - 120 LB
3. UNLESS INDICATED ON PLANS, ALL
COVERS SHALL BE NON-VENTED.
4. COVER PATTERN SHALL MATCH THE
STANDARD OF THE OWNER.
WATERTIGHT DETAIL
PICKHOLES
PICKHOLE DETAIL
TYPE TWO NON-PENETRATING
STANDARD
WATERTIGHT
SCALE:
TYPICAL MANHOLE RINGS & COVERS
NOT TO SCALE3913-004
D33
4-5/8"Ø x 2-1/2" (13 THREADS
PER INCH) SS BOLTS SPACED
EVENLY 90° APART
1/8" FLAT
NEOPRENE
GASKET25-3/4"Ø (MIN)
COVER
FRAME & COVER ON MORTAR BED
PRECAST
CONE
SECTION6"1 1/2"7 1/2MINGROUT
1/2" MIN24" Ø
(MIN OPENING)
27" Ø (MIN)
35-1/2"Ø
(MIN FLANGE)
4 - 1"Ø SS ANCHOR BOLTS
CAST IN CONE SECTION
TO MATCH FRAMES
25-3/4"Ø (MIN)
COVER
FRAME & COVER
ON MORTAR BED
GROUT
1/2" MIN6"1 1/2"7 1/2MINPRECAST
CONE
SECTION
24" Ø
(MIN OPENING)
27" Ø (MIN)
35-1/2"Ø
(MIN FLANGE)1"1/2"1"
1 1/4"
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
3913-005
D33
MANHOLE CORING DETAILS
SECTION
INTERIOR VIEW
FL
SEWER PIPE
SEWER CONNECTION IN EXISTING MANHOLE
SCA LE:NOT TO SCALE
SEWER CONNECTION IN EXISTING MANHOLE
MANHOLE CORING DETAILS
3913-005
D33
INNER BAND EXPANSION
MECHANISM
KOR-N-SEAL
BOOT OR APPROVED
EQUAL
SEWER PIPE
EXTERIOR ADJUSTMENT
BANDMANHOLE
WALL
DO NOT FILL VOID.
KOR-N-SEAL BOOT OR
APPROVED EQUAL
EXISTING MANHOLE
PROVIDE FLEXIBLE
RUBBER PIPE GASKET
AROUND PROPOSED PIPE
(SEE PLAN FOR
ELEVATIONS)
SEAL OUTSIDE PIPE
WITH CONCRETE
CORE HOLE FOR PROP. PIPE CONCRETE
& GROUT TO PROVIDE WATERTIGHT INSTALLATION
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS4113-001D33PIPE DIA.4 1/2 "48"54"36"30"24"20"18"16"14"12"10"8"6"9"8"9"8"4 1/2 "4 1/2 "7"6"6"6"6"4 1/2"5'-6"4'-7"5'-4"5'-0"4'-3"3'-6"3'-4"2'-11"2'-6"2'-6"2'-1"1'-3"1'-0"4"PIPE DIA.4 1/2 "A6"B54"48"36"30"24"20"18"16"14"12"10"8"6"4"PIPE DIA.ACBDMINCOVERE3'-10"1'-10"3'-7"2'-5"3'-1"2'-10"2'-5"2'-3"2'-2"2'-1"2'-0"1'-11"1'-11"1'-9"1'-9"2'-6"3'-0"2'-6"3'-0"3'-0"3'-0"3'-6"3'-0"5'-0"3'-6"4'-0"4'-6"4'-6"1'-10"2'-6"MINCOVERE4"6"4"6"8"11"10"1'-0"1'-2"1'-0"1'-1"1'-6"1'-7"1'-8"C4'-0"3'-3"3'-9"3'-6"3'-0"2'-6"2'-3"2'-0"1'-9"1'-6"1'-3"1'-0"9"D6"1'-9"2'-0"2'-10"2'-6"1'-5"1'-2"1'-0"1'-1"11"12"30"36"54"48"14"12"8"24"20"18"16"14"12"10"3'-2"2'-10"4'-0"3'-10"2'-10"2'-5"1'-7"2'-1"2'-1"2'-1"1'-1"3'-1"2'-8"3'-6"2'-6"2'-1"1'-8"1'-2"1'-0"10"22 1/2° BENDS6"4"2"8"6"4"APIPE DIA.1'-0"1'-0"1'-1"B8"6"4"C5'-4"3'-9"4'-6"5'-0"3'-0"2'-6"2'-3"2'-0"1'-9"1'-6"1'-3"1'-0"C5'-0"4'-0"4'-6"4'-6"3'-6"3'-6"3'-0"3'-0"3'-0"3'-0"3'-0"2'-6"2'-6"2'-6"9"6"MINCOVER1'-7 1/2"1'-3 1/2"1'-0 1/2"3'-3"1'-10"2'-1"2'-7"11 1/2"8"5"1'-2"10"9"7"6"5"BA4'-3"3'-4"3'-6"4'-0"3'-0"2'-6"2'-4"2'-0"1'-9"1'-10"1'-6"1'-1"1'-3"1'-3"1'-6"1'-6"11 1/4° BENDS1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"B5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-0"1'-10"1"-7"2'-4"2'-8"1'-3"1'-1"1'-0"10"8"6"5"MINCOVER3'-0"2'-6"2'-6"4"2"2"A1'-9"1'-5"2'-2"2'-5"1'-3"1'-0"10"9"8"7"6"5'-0"3'-0"3'-0"3'-6"3'-6"3'-0"3'-0"4'-6"4'-6"5'-0"4'-0"MINCOVER5"4"3"C2'-6"3'-0"2'-6"3'-6"3'-9"4'-0"3'-3"3'-0"2'-6"2'-3"2'-0"1'-9"1'-6"1'-3"1'-0"4 1/2"6"8"36"48"54"8"9"30"8"4 1/2"4 1/2"7"6"6"6"6"6"24"20"18"16"14"12"10"8"4 1/2"4"6 1/2"9"3"----2'-10"3'-1"3'-4"2'-6"-1'-9 1/2"1'-4 1/2"1'-4 1/2"1'-1 1/2"-------2'-3"1'-11"1'-7"10"1'-0"3 1/2"9"6"2'-6"1'-2"3'-0"2'-6"3'-0"3'-0"3'-0"3'-6"3'-0"5'-0"3'-6"4'-0"4'-6"4'-6"3'-3"3'-6"4'-0"2'-10"2'-10"2'-4"2'-4"1'-10"1'-8"1'-8"1'-4"1'-2"2'-6"1'-1"SCALE:THRUST BLOCKING FOR HORIZONTAL BENDSNOT TO SCALE4113-001D33TYPICAL CONCRETE BRACING FOR 45° BENDSPLANSECTION BNOTE:CONCRETE MUST BEPOURED AGAINSTUNDISTURBED SOILDO NOT PLACE ANYCONCRETE UNDERPIPECOVERDD1/4 ID ECBB APLANSECTION AAABBTYPICAL CONCRETE BRACING FOR TEESTYPICAL CONCRETE BRACING 11 1/4° & 22 1/2° BENDSPLANSECTION DAACOVER BCC 1/4 IDDO NOT PLACE ANYCONCRETE UNDERPIPEIDPER DETAILS FORHORIZ. BENDSUNDISTURBEDSOILHAND EXCAVATE AREAOCCUPIED BY CONCRETECONCRETE BRACINGFOR VERTICAL BENDS1'-6"MINCOMPACT BACKFILLRODS FOR MJFITTINGSHAND EXCAVATE AREAOCCUPIED BY CONCRETETYPICAL CONCRETE TRUSTCOLLAR, SEE DETAILSENSURE COLLAR EXTENDSPREV. UNEXCAVATED SOILSGENERAL NOTES:1.GENERAL DIMENSIONS SHALL BE CONSIDERED AS MINIMUMS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL AS REQUIRED FOR ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR TO ENSURE ALL THRUST RESTRAINT IS ADEQUATE.2.ALL CONCRETE FOR THRUST RESTRAINT SHALL BEAR AGAINST FIRM UNDISTURBED SOILS.3.CONTRACTOR SHALL WRAP ALL ACCESSORIES BOLTS, NUTS, CONNECTIONS, ETC. IN PLASTIC SUCH THAT THEY CAN BE REMOVED WITHOUT THE NEED FOR CONCRETE REMOVAL.4.UNLESS IND. OTHERWISE IN PLANS, ALL FITTINGS SHALL BE RJ OR MJ WITH RETRAINING FOLLOWER GLANDS. RESTRAINING FOLLOWER GLANDS SHALL BE MEGA-LUG, ROMAC, OR EQUAL. RETAINER GLANDS NOT ALLOWED.TYPICAL CONCRETE BRACING FOR 90° BENDSPLANSECTION CBBAACOVER
CC
DO NOT PLACE ANYCONCRETE UNDERPIPEID
1/4 ID
DO NOT PLACE ANYCONCRETE UNDERPIPEECOVER
DD
1/4 D
ID
C
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
4900-001
D33SCALE:
GRATE INLET SECTION
NOT TO SCALE4900-001
D33
GRATE INLET
DIMENSIONS
CAST INLET
& FRAME
#6 @ 6" OC EA WAY
2" CLR. FROM BOT. SLAB
WHERE
PAVING
OCCURS1/2" EXP
JOINT
@ SLABS
STORM
SEWER PIPE
FLOW
6"MIN#6 @ 8" EA WAY
2" CLR. FROM TOP SLAB#6 DOWELS OR U
BARS @ 8" W/ LAP8"MIN"D" VARIES10'-0" MAX8"8"
#6 @ 8" OC
HORIZ & VERT
CENTER IN WALL
LAPGRADE IN
LANDSCAPED
AREAS
SCA LE:
GRATE INLET PLAN
NOT TO SCALE-
-
GRATE & FRAME
NEENAH R-4660 TYPE-C
OR APPROVED EQUAL
4'-0" MIN
4'-0" MINPROVIDE EXTRA
REINFORCING
AROUND OPENINGS
SEE .
3000-600
D03
0513-003
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
CONNECT TO TOP OR
SIDE OF HEADER
112" COUPLING
112"x114" REDUCER
112" GATE
OSHA APPROVED
COMBINATION EYEWASH &
EMERGENCY SHOWER
114" WASTE
SAFETY SIGN & CLAMP
(FURNISHED)
BOLT TO FLOOR
FINISHED FLOOR7'-0"3'-6"NOTES:
1.WATER SUPPLY PRESSURE SHALL
BE NO LESS THAN 30 PSI DURING
OPERATION OF BOTH UNITS.
2.ON UNITS LOCATED MORE THAN 50
FEET FROM MAIN WATER SUPPLY,
PIPING SHALL BE SIZED TO PROVIDE
FRICTION LOSS NO GREATER THAN
50 FEET OF 112" PIPE.
SCALE:
EMERGENCY EYEWASH & SHOWER
NOT TO SCALE0513-003
D40
POTABLE WATER
SUPPLY
1'-6"
0513-006
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
PRESSURE SWITCH & INDICATOR W/ANNULAR SEAL INSTALLATION
NONE0513-006
D40
INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE
INSTRUMENT INSTALLATIONS, MOUNT DEVICE DIRECTLY TO SEAL.
NOTES:6" MAX1/4" PLUGGED FILL HOLE
PROCESS PIPE
ANNULAR PRESSURE
SEAL (PE)
1/2" NPT CONNECTION
1/2" TYPE 316 SST PIPE
PRESSURE SWITCH (PS)PRESSURE
INDICATOR (PI)
1/2" BALL VALVE (V300)
2339-001
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
DUCTILE IRON PIPE - BURIED EXTERIOR WALL PENETRATION
NOT TO SCALE2339-001
D40
EARTH SIDE
2'-0" MAX
RESTRAINED
MECHANICAL
JOINT, TYP
DI PIPE
PUSH-ON JOINTBELL DIA + 6"2'-0" MAX
SEEP RING
BELL DIA + 4"BELL-FLANGE
WALL PIPE
NOTE:
INSTALL PIPE COLLAR WHERE SHOWN ON DRAWING OR WHEN PIPE
DIAMETER IS MORE THAN 1.5x THE WALL THICKNESS.
2339-003
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
5'-0", SEE NOTE 4
FLANGE, PLAIN OR
MJ BELL, REFER TO
DWGS
"C"
CONCRETE
SLAB/WALL
TAPPED FLANGE
PROVIDES BOLT RELIEF
AT BACK OF FLANGE, AS
REQUIRED
"D""A""B"
WALL OR FLOOR
PIPE
INTERIOR FACE
WATER HOLDING
STRUCTURE WHERE
INTERIOR PIPE
CONNECTION IS
NOT REQUIRED
EXTERIOR WALL FACE
OR BOTTOM OF SLAB
SCALE:
DUCTILE IRON PIPE - BURIED EXTERIOR
NOT TO SCALE2339-003
D40
PIPE SIZE
D
(IN)
DIM
A
(MIN IN)
DIM
B
(MIN IN)
DIM
C
(MIN IN)
4 6.80 6
6 6.90 8
8 11.05 9
10 13.10 9
12 15.20 9
14 17.30 9
16 19.40 9 0.25
18 22.50 9 0.38
20 24.60 9
24 28.80 12
30 36.00 12 0.50
36 42.30 12 0.50
42 50.75 12 0.75
48 57.05 12 0.75
54 66.06 15 1.00
60 70.11 15
64 74.17 15
0.25
0.25
0.25
0.25
0.25
0.25
0.38
0.38
1.00
1.00
"B""D""A""C"
5'-0", SEE NOTE 4
"B"
NOTES:
1.COAT PIPE WITH SPECIFIED
PAINT SYSTEM PRIOR TO
CONCRETE PLACEMENT.
2.IF BURIED, PROVIDE BURIED
EXTERIOR PIPE PROVISIONS.
3.FOR STEEL PIPE, SEE DETAIL
FOR SPECIAL THRUST TIE
DETAIL DIMENSIONS.
4.FOR BURIED PIPE, PROVIDE MJ
BELL 5'-0" OUTSIDE OF
STRUCTURE.
EXTERIOR WALL FACE
OR BOTTOM OF SLAB INTERIOR FACE OR
TOP OF SLAB
INTEGRALLY CAST
THRUST COLLAR/SEEP
RING CENTERED IN
SLAB/WALL.
D40
2400-008
2339-004
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
TYPICAL CLEANOUT DETAIL
NOT TO SCALE2339-004
D40
NOTE:
SOIL BENEATH CONCRETE PADS SHALL BE WELL
COMPACTED (MIN 98%-100% STANDARD PROCTOR).
NO SETTLEMENT ALLOWED.
6"OD 6"6"NOTES:
TIE RODS REQUIRED FOR
ALL PRESSURE PIPINGDEPTH VARIESFLOW
BLIND
FLANGE
4 #5 BARS EW TAPPED HOLES
4" CL 350 DI
LENGTH
AS REQ'D
4" MJ 45° BEND
TIE RODS (TYP)
MJ WYE OR 45° BEND
(SEE PLANS)
2339-005
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
PROCESS LINE CLEAN OUT SETTING
NOT TO SCALE2339-005
D40
CONC PAD, ROUND OR SQ.
PIPE ID + 2'-0"
DRILL AND TAP
FLANGE FOR CAP
SCREWS
DI BLIND FLANGEFINISHED GRADE
2-#4 BARS
CONCENTRIC,
CENTER IN SLAB
HAND TAMP
BACKFILL AROUND
RISER SECTION
NOTES:
1.SOIL BENEATH CONCRETE PADS SHALL BE WELL
COMPACTED (MIN 98%-100% STANDARD PROCTOR).
NO SETTLEMENT ALLOWED.
2.RISER SECTION AND ELBOW SAME SIZE AS LINE,
UNLESS OTHERWISE SPECIFIED.
ALL MECH JOINT DI
PROCESS LINE. TEE
OR WYE ORIENTATION
AS SHOWN ON PLANS
DI PIPE
LONG RADIUS
DI FLANGED
90 DEGREE BEND
THRUST BLOCK
PIPE X FLANGED CONNECTOR PIECE6"
2339-006
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
INTERMEDIATE TRAP/CLEANOUT
NOT TO SCALE2339-006
D40
NOTE:
SOIL BENEATH CONCRETE PADS
SHALL BE WELL COMPACTED (MIN
98%-100% STANDARD PROCTOR).
NO SETTLEMENT ALLOWED.
6"OD 6"6"MJ
PLUG
4 #5 BARS EW TAPPED HOLES WITH
PLASTIC PLUG
DEPTH VARIES6" DI PIPE
6" DI MJ TEE
6" DI PIPE
6" DI MJ 90°
6" DI MJ 90°
6" DI MJ 90°
6" DI PIPE
FLUSH WITH
CONCRETE OR
ASPHALT
2339-007
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
YARD HYDRANT - NON POTABLE
NOT TO SCALE2339-007
D4030"NON-FREEZE YARD HYDRANT
WOODFORD MODEL Y2 OR EQ
4'X4'X6" THICK CONCRETE SLAB
SOIL
CLEAN
GRAVEL
3/4" WATER PIPE
MASONRY BLOCKBELOW FREEZEGRADENOTES:
1.ALL YARD HYDRANTS SHALL BE
PROVIDED WITH HOSE RACK. SEE
2.SIGN IS ROTATED FOR CLARITY,
ORIENTATION SHALL BE VISIBLE
FROM FRONT OF HYDRANT.
0000-002
D32
CAUTION
NON-POTABLE
WATER
DO NOT DRINK
24"7"X10"X3/8" THICK PLASTIC RESIN
UV RESISTANT SIGN WITH 1/2"
ROUNDED CORNERS AND SHALL
CONFORM TO SPECIFICATION,
ATTACH TO VERTICAL PIPE RUN
WITH (2) 1/4"Ø HOT-DIPPED GALV
U-BOLTS, SIGN SHALL BE
REINFORCED WITH (2) AL PL
1/4"x3/4" x 0'-4"
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BURIED DUCTILE IRON PIPE THRUST RESTRAINT TABLE
NOT TO SCALE2339-012
D40
MINIMUM RESTRAINED LENGTH (ft) FOR A TEST PRESSURE OF 100 PSIG
FITTING TYPENOMINAL
PIPE SIZE
(INCHES)
90
DEGREE
WYE OR 45
DEGREE
22-1/2
DEGREE
11-1/4
DEGREE
TEE
BRANCH
TERMINAL
PLUG
23 18 18 18 39 596
30 18 18 18 51 768
36 18 18 18 61 9210
41 18 18 18 71 10712
62 26 18 18 110 16420
72 30 18 18 128 19224
85 35 18 18 152 22830
96 40 18 18 175 26236
118 48 23 18 214 32248
NOTES:
1. RESTRAIN ALL DUCTILE IRON FITTINGS.
2. TABULATED VALUES ARE FOR 100 PSIG TEST PRESSURE. FOR VALUES AT
PRESSURES OTHER THAN 100 PSIG, MULTIPLY TABLE VALUES BY THE RATIO OF
ACTUAL TEST PRESSURE TO 100 PSIG. TEST PRESSURES FOR EACH SERVICE ARE
DEFINED IN THE PIPING SCHEDULE.
3. WHERE LISTED VALUES, OR CALCULATED VALUES (SEE ABOVE), ARE LESS THAN
ON STANDARD FULL PIPE SEGMENT (18 FEET), RESTRAIN THE FITTING ONLY.
4. RESTRAINT LENGTHS APPLY TO PIPE RUNS ON EACH SIDE OF A CHANGE IN
DIRECTION.
5. WHERE THE PIPING LAYOUT HAS RESTRAINED JOINT LENGTHS FOR TWO OR
MORE FITTINGS TO OVERLAP, THRUST RESTRAIN ALL PIPING BETWEEN THE
OTHER FITTINGS, ASSUME 1/2 OF THE RESTRAINED PIPE LENGTH BETWEEN THE
TWO FITTINGS RESTRAINS EACH OF THE FITTINGS AND ADD ADDITIONAL
RESTRAINED JOINT LENGTH TO THE OUTER LEGS OF THE OUTER FITTINGS TO
EQUAL THE TOTAL REQUIRED FOR ALL FITTINGS.
6. THRUST RESTRAINT TABLE REFERS TO NEW PIPING.
131 54 26 18 348 34454
2339-012
D40
2339-014
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
YARD HYDRANT - NON POTABLE
NOT TO SCALE2339-014
D40
NOTES:
1.ALL YARD HYDRANTS SHALL BE
PROVIDED WITH HOSE RACK. SEE
2.SIGN IS ROTATED FOR CLARITY,
ORIENTATION SHALL BE VISIBLE
FROM FRONT OF HYDRANT.
3.PROVIDE ADAPTER FITTING FOR
STANDARD 3/4" HOSE CONNECTION
FOR EACH HYDRANT.
0000-002
D3230"BELOW FREEZEGRADE4'X4'X6" THICK CONCRETE SLAB
SOIL
CLEAN
GRAVEL
CAUTION
NON-POTABLE
WATER
DO NOT DRINK
24"NON-FREEZE YARD HYDRANT
WOODFORD MODEL U200 OR EQ
7"X10"X3/8" THICK PLASTIC RESIN
UV RESISTANT SIGN WITH 1/2"
ROUNDED CORNERS AND SHALL
CONFORM TO SPECIFICATION,
ATTACH TO VERTICAL PIPE RUN
WITH (2) 1/4"Ø HOT-DIPPED GALV
U-BOLTS, SIGN SHALL BE
REINFORCED WITH (2) AL PL
1/4"x3/4" x 0'-4"
2" WATER
PIPE
2" SST CAM AND
GROOVE ADAPTER
(MALE ADAPTER X
MALE NPT)
DIXON TYPE F
OR EQUAL
2339-015
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
YARD HYDRANT - NON POTABLE
NOT TO SCALE2339-015
D40
NOTES:
1.ALL YARD HYDRANTS SHALL BE
PROVIDED WITH HOSE RACK. SEE
2.SIGN IS ROTATED FOR CLARITY,
ORIENTATION SHALL BE VISIBLE
FROM FRONT OF HYDRANT.
3.PROVIDE ADAPTER FITTING FOR
STANDARD 3/4" HOSE CONNECTION
FOR EACH HYDRANT.
0000-002
D3230"BELOW FREEZEGRADE4'X4'X6" THICK CONCRETE SLAB
SOIL
CLEAN
GRAVEL
CAUTION
NON-POTABLE
WATER
DO NOT DRINK
24"NON-FREEZE YARD HYDRANT
WOODFORD MODEL 4200 OR EQ
7"X10"X3/8" THICK PLASTIC RESIN
UV RESISTANT SIGN WITH 1/2"
ROUNDED CORNERS AND SHALL
CONFORM TO SPECIFICATION,
ATTACH TO VERTICAL PIPE RUN
WITH (2) 1/4"Ø HOT-DIPPED GALV
U-BOLTS, SIGN SHALL BE
REINFORCED WITH (2) AL PL
1/4"x3/4" x 0'-4"
2" WATER
PIPE
2" SST CAM AND
GROOVE ADAPTER
(MALE ADAPTER X
MALE NPT)
DIXON TYPE F
OR EQUAL
2339-016
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
HOSE BIB INSTALLATION - EXTERIOR LOCATION
NOT TO SCALE2339-016
D40
SUPPLY LINE
UNION
3-WAY VALVE
(SEE NOTE 1 & 3)
FINISHED FLOOR
HOSE BIB OR HYDRANT
(SEE NOTE 2)1'-6"MINNOTES:
1.ALL HOSE BIBS TO BE CONTROLLED BY INDIVUAL ISOLATION VALVES
(BALL OR PLUG)
2.PROVIDE WARNING SIGN PER DETAIL
3.PROVIDE 3-WAY L-SHAPED BALL VALVE WITH CENTER PORT
CONNECTED TO HOSE BIB PIPING. CONNECT ONE SIDE PORT TO
SUPPLY LINE AND LEAVE OTHER SIDE OPEN FOR DRAINAGE.
2339-015
D40
2339-017
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
HOSE BIB INSTALLATION - INTERIOR LOCATIONS
NOT TO SCALE2339-017
D40
SUPPLY LINE
UNION
FINISHED
FLOOR
HOSE BIB OR HYDRANT
(SEE NOTE 2)1'-6"MINNOTES:
1.ALL HOSE BIBS TO BE CONTROLLED BY INDIVUAL ISOLATION VALVES
(BALL OR PLUG)
2.PROVIDE WARNING SIGN PER DETAIL
2339-015
D40
PIPE CLAMP
SEE NOTE 1
BELOW SUPPLY PIPELINE
SUPPLY LINE
UNION
FINISHED
FLOOR
HOSE BIB OR HYDRANT
(SEE NOTE 2)1'-6"MINPIPE CLAMP
SEE NOTE 1
ABOVE SUPPLY PIPELINE TAP AT SUPPLY PIPELINE
HOSE BIB (SEE NOTE 2)
SEE NOTE 1
WATER MAIN
WELD-O-LET OR
THREAD-O-LET
SCHED 80 STEEL
NIPPLE (TYP)
2343-001
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BURIED MANUAL VALVE
NOT TO SCALE2343-001
D40
VALVE WITH BURIED HELICAL
GEAR ACTUATOR & 2" NUT
2" SQUARE SOCKET
(CAST IRON)
2" SQUARE NUT
OPTIONAL STEM
COUPLING
1 1/4" DIA. 304
STAINLESS STEEL BAR
OPEN
EXTENSION
STEM KIT
WITH NUT, AND
SOCKET
BURIED EXTENSION
STEM GUIDE WASHER
2343-006
D40AS REQ'D
2343-002
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BURIED ELECTRIC VALVE
NOT TO SCALE2343-002
D40
OPEN
VALVE WITH BURIED HELICAL
GEAR ACTUATOR & 2" NUT
2" SQUARE SOCKET
(CAST IRON)
EXTENSION STEM KIT
WITH STEM & SOCKET
5' AND 10' RANDOM LENGTHS
VALVE BOX
OPTIONAL STEM
COUPLING
1-1/4" DIA. STEEL BAR
2-1/2" MOTOR
FLOORSTAND
11/16 DIA.
HOLES TYP.
8" SQ.
2343-006
D403'-0"3/4"
2343-005
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
AIR VACUUM AND AIR RELEASE VALVE FOR 3" AND SMALLER
NOT TO SCALE2343-005
D40
NOTES:
1.VALVE SIZE SHALL BE AS INDICATED ON THE DRAWINGS.
2.SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE.
1/2" PVC DISCHARGE PIPE
BIRD SCREEN COVERING END. TYPE 304
STAINLESS STEEL SCREEN WITH 16x16
MESH AND 0.041 WIRE DIA.
FLANGED OUTLET
GSP NIPPLE, SIZE PER AIR
VACUUM AND AIR
RELEASE VALVE
4" BLIND FLANGE, DRILL
AND TAP FOR NPT NIPPLE
PLUG VALVE
COMBINATION
AIR/VACUUM RELEASE
VALVE
UNION
2343-006
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
BURIED VALVE BOX
NOT TO SCALE2343-006
D40
FROM: DIGESTER TO: DRYING BEDS
8" SLUDGE VALVE
SEWER
STAMPED LETTERS
TO READ (EXAMPLE):
8" SLUDGE VALVE
FROM: DIGESTER
TO: DRYING BEDS
PLAN VIEW
SECTION VIEW
PAINT WITH
BITUMASTIC
3/8 " ANCHOR
STUDS
1/4 " ALUMINUM
PLATE 8" x 4"
1'-6"2"-0"VALVE
EXTENSION ROD REDD W/ 2"
OPERATING NUT 1'-0" BELOW
GRADE WHEN VALVE CL IS
OVER 3'-0" BELOW GRADE
VALVE SIZE AND
ENDS AS SPECIFIED
OR INDICATED ON
PLANS
CAST IRON VALVE
BOX LOWER
SECTION
COMPACTED
BACKFILL
CAST IRON VALVE
BOX, SLIDING TYPE,
UPPER SECTION
6" MINSET COVER OF VALVE BOX AND
CONC PAD 1/4" BELOW GRADE
IN PAVEMENT OR SHOULDER,
AND FLUSH WITH GRADE
ELSEWHERE
CAST IRON LID
PROVIDE 1'-6" SQX4"
THICK CONC PAD
FINISHED GRADE
2346-003
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
NOTES:
FLOOR STAND AND OPERATOR ARE REPRESENTATIVE ONLY.
SCALE:
D40
2346-003
FLOOR STAND
NOT TO SCALE
COORDINATE GUARD RAIL
WITH OPERATOR
WHERE APPLICABLE
OFFSET GATE OPERATOR
FLOOR STAND
SST ANCHOR BOLTS W/
SST NUTS AND WASHERS.
SIZE, LENGTH, AND
THREAD PROJECTION
AS REQUIRED BY MANUFACTURER
NON-SHRINK GROUT
EMBEDDED ANCHOR
BOLTS
OPERATOR
SST GATE STEM
GRATE COVER
OR OPEN
CHANNEL
DIMENSION
AS REQUIRED BY
MANUFACTURER
2346-004
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCA LE:
D40
2346-004
STEM GUIDE
NOT TO SCALE
NOTES:
STEM GUIDE IS REPRESENTATIVE ONLY.
SST GATE STEM
ADJUSTABLE CAST IRON STEM GUIDE
WITH STAINLESS STEEL BOLTS AND NUTS,
AS REQUIRED BY MANUFACTURER
SST ANCHOR BOLTS W/ SST NUTS AND WASHERS.
SIZE, LENGTH, AND THREAD PROJECTION
AS REQUIRED BY MANUFACTURER
TO EXTEND BEHIND WALL REINFORCEMENT
DIMENSION
AS REQUIRED BY
MANUFACTURER 4"MIN5"
MIN
2400-001
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
WALL PENETRATION SEAL
NOT TO SCALE2400-001
D40
FILL WITH SILICONE
CAULK TO PROTECT
THREADS. JOINT TO
BE WATER TIGHT
INTERIORWATER SIDE
OR EXTERIOR
PASSING PIPE
FILL WITH NON-SHRINK
GROUT ON WET SIDE/DRY
SIDE APPLICATIONS
MODULAR MECHANICAL SEAL
ASSEMBLY WITH SS BOLTS
AND NUTS, AS SPECIFIED,
PROVIDE WATER TIGHT SEAL.
NOTES:
1.WHERE EXISTING CONCRETE STRUCTURE IS TO BE CORE DRILLED, THE CONTRACTOR SHALL
ULTRASONIC TEST OR X-RAY THE AREA FOR EMBEDDED ITEMS BEFORE CORE DRILLING CAN
PROCEED. IF EMBEDDED ITEMS ARE FOUND, NOTIFY THE ENGINEER IMMEDIATELY.
2.FOR NEW CONSTRUCTION, SLEEVES SHALL BE CAST INTO WALL. BLOCKOUTS AND SUBSEQUENT
GROUTED IN SLEEVES WILL NOT BE PERMITTED UNLESS A KEYED WATERSTOP JOINT IS PROVIDED.
3.6"Ø SLEEVES AND SMALLER SHALL BE SCH 40 STL PIPE.
4.SLEEVES LARGER THAN 6"Ø SHALL BE 1/4" THICK STL PIPE.
5.IN WALLS THICKER THAN 12", LINK SEAL SHALL BE INSTALLED AT BOTH ENDS OF THE WALL SLEEVE.
SLEEVE DIAMETER SHALL BE PER LINK SEAL MANUFACTURER'S RECOMMENDATION.
6.SLEEVE SHALL BE HOT-DIP GALVANZIED AFTER FABRICATION.
PIPE SLEEVE WITH
1/4" x 2" ANNULAR RING
3/16
3/16NEW CONCRETE WALL
WATER SIDE
OR EXTERIOR
EXISTING CONCRETE WALL
CORE DRILL EXISTING CONCRETE
TO DIAMETER AS REQUIRED BY
MODULAR SEAL MANUFACTURER
FOR PASSING PIPE O.D.
2400-002
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
WALL/FLOOR PIPE SLEEVE
NOT TO SCALE2400-002
D40
PASSING PIPE
FILL ANNULAR SPACE
WITH WATERPROOF
DOW CORING 372 RTV
SILICONE SEALANT,
JOINT SHALL BE
WATER TIGHT 2" ALL AROUND
OD OF PIPE
+ 1" MIN
1/4" THICK
SEEP RING
SCHEDULE 40
STEEL PIPE SLEEVE
NOTES:
1.DO NOT USE WHERE SUBJECT TO HYDROSTATIC PRESSURE.
2.PAINT ENTIRE SLEEVE AND SEEP RING AS SPECIFIED.
2400-003
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCA LE:
FLOOR SLEEVE
NOT TO SCALE2400-003
D40
PASSING PIPE
STANDARD WEIGHT STL
PIPE SLEEVE. HOT DIP
GALVANIZE AFTER
FABRICATION
4" UNLESS OTHERWISE
SHOWN ON PLANS
PIPE
OD + 2"
SEEP RING,
1/4" MIN THICKNESS
TOP OF FLOOR
D + 2" THRU 12"
D + 4" 14"
AND LARGER
FILL WITH WATERPROOF,
EXPANDABLE SEALANT.
JOINT SHALL BE
WATER TIGHT
NOTE:
COAT FLOOR SLEEVE WITH SPECIFIED PAINT SYSTEM BEFORE
CONCRETE PLACEMENT.
3/16
3/16
2400-004
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
FLOOR PIPE
NOT TO SCALE2400-004
D40
ENDS AS SHOWN
ON PLANS
THRUST COLLAR
CENTERED IN SLAB
AS REQ'D FOR PIPE
INSTALLATION
6" MIN
TOP OF FLOOR
DUCTILE IRON
WALL PIPE UNLESS
OTHERWISE SHOWN
AS REQ'D FOR PIPE
INSTALLATION
6" MIN
NOTE:
COAT FLOOR PIPE WITH SPECIFED PAINT SYSTEM PRIOR
TO CONCRETE PLACEMENT.
2400-006
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
EXPOSED EXTERIOR / INTERIOR PIPE CONNECTION
NOT TO SCALE2400-006
D40
ENDS AS SHOWN
ON PLANS, TYP.
ENDS AS SHOWN
ON PLANS, TYP.
DUCTILE IRON
WALL PIPE
INTERIOR FACE
INTEGRALLY CAST
SEEP RING
IF BURIED, PROVIDE
BURIED EXTERIOR
PIPE PROVISIONS
EXTERIOR WALL FACE
(AS REQ'D
FOR PIPE
INSTALLATION)
9" MINIMUM
(AS REQ'D
FOR PIPE
INSTALLATION)
9" MINIMUM
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2400-007D40SCALE:PIPE PENETRATION - EXISTING WALLNOT TO SCALE2400-007D4012NOTES:1.SAW-CUT 1-INCH DEEP x PIPE OD + 12" SQUARESCORE LINE ON EACH FACE OF WALL. (VERIFYDEPTH OF CUT TO CLEAR REINFORCING.)(INCREASE HEIGHT AS NOTED AT TOP ONWATERSIDE FACE FOR POURING.)2.CHIP TO REMOVE THE CONCRETE WITHIN THESCORE LINE, WHILE PRESERVING THE EXISTINGWALL REINFORCING.3.CUT EXISTING REINFORCING AT CENTER OFOPENING AND BEND TO CLEAR PIPE.4.GRIND 1 1/2" WIDE x CONT SMOOTH SURFACE ALLAROUND THE OPENING AT CENTER OF WALL.CLEAN SURFACES AND BOND CONTINUOUSHYDROPHILIC WATERSTOP IN PLACE.5.INSTALL WALL PIPE. (COAT CONCRETE ENCASEDPORTION OF PIPE WITH SPECIFIED COATINGSYSTEM.)6.INSTALL ADDITIONAL REINFORCING EACH FACE,EACH SIDE, ABOVE, AND BELOW PIPE.HORIZONTAL REINFORCING TO HAVE COMBINEDAREA EQUAL TO AREA OF HORIZONTALREINFORCING CUT. VERTICAL REINFORCING TOHAVE COMBINED AREA EQUAL TO AREA OFVERTICAL REINFORCING CUT.7.SOAK CONCRETE SURFACES AND WITHIN15-MINUTES CAST CONCRETE CLOSURE.(CONCRETE CLOSURES MUST BE CAST BEFOREHYDROPHILIC WATERSTOP EXPANDS.) FORMGROOVE ON ALL SIDES OF OPENING EXCEPT ATTOP ON THE POUR SIDE.8.CLEAN SURFACES OF FORMED GROOVE WITHPOWER WIRE BRUSH OR SANDBLASTING ANDDRY-PACK WITH NON-SHRINK GROUT AFTER NEWCONCRETE MIN 28-DAYS OLD.ELEVATION#5 HOOP X PIPEOD + 4" EA FACEELEVATIONADDL HORIZ &VERT REINF EAFACE, SEENOTE 6, 1 - #5EF, MINEXISTING WALLREINF. BEND 2"CLR OF PIPESQUARE OPENING
PIPE OD + 12"#5@12" EWW/ 2 - 5@3"T&B & EASIDE OF PIPE#5 HOOP xPIPE 0D + 4"GRIND 1 1/2" WIDE SMOOTHCONT SURFACE @ CTR OFWALL FOR WSINSTALLATIONSLOPE TOP OF OPNG AS SHOWNTO PREVENT ENTRAPPED AIRPOCKETEXTEND PLYWOODFORM 3" MIN ABOVEOPNG, GRIND TOREMOVE EXTRA CONCIN POURING SPOUTCONCCLOSURE2" CLR, TYP1/4" x 1" HYDROPHILICWATERSTOP BONDED TOEXST CONC (CONT ALLAROUND OPNG)FORM 1/2" x 3/4" x 1"DEEP RECESS FORDRYPACK GROUT, SEENOTE 8EXST WALLSEEP RINGPIPE, SEEPLANS6"+/-
TYP
WATERSIDEOF WALLTT/2SECTIONWITHOUT CLOSURECOLLAR1/4" 1" HYDROPHILICWATERSTOP BONDED TOSMOOTH SAWCUT SURFACEOF EXST WALL CONT ALLAROUNDEXST WALL REINFORCING, SEEPIPE PENETRATION W/OCLOSURE COLLARFORM 1/2" x 3/4" x 1" DEEPRECESS FOR DRYPACK GROUTALL AROUNDROUGHENSURFACEWATERSIDEOF WALLSECTIONWITH CLOSURE COLLAR1'-0"BACKFILLED SIDEOF WALLCONCCLOSURECOLLAR6"+/-, TYP2", TYP 7", TYP# 5 12" DOWELS 12" MAXSPG ALL AROUNDPERIMETER OF CLOSURECOLLAR, DRILL & EPOXYGROUT 5 1/2" MIN INTOEXST WALL
LEWISVILLE LAKE WATER TREATMENT CITY OF DENTONDENTON, TXPLANT IMPROVEMENTS2400-009D402'-0"2'-0"ENCASEMENT RISERSECTIONNOTES:1.SECTION APPLIES TO PIPE WITH DIAMETERS 18" AND SMALLER. FOR PIPES 20" AND LARGER, SEE DETAIL .2.WHEN PIPE ENCASEMENT IS CLOSER THAN 6" TO THE ABOVE SLAB, SEE DETAIL .NOTES:1. SECTION APPLIES TO PIPE WITH DIAMETERS 20" AND LARGER.2. FOR ENCASEMENT AT PIPE RISER, SEE .3. WHEN PIPE ENCASEMENT IS CLOSER THAN 6" TO SLAB ABOVE, TIESLAB AND ENCASEMENT TOGETHER. SEE .SCALE:D402400-009PIPE ENCASEMENTNOT TO SCALE2'-0"2'-0"SECTIONJOINT DETAIL12NOTES:1. TIE PIPE ENCASEMENT TO SLAB AS SHOWN WHEN DISTANCE BETWEEN PIPEENCASEMENT AND BOTTOM OF SLAB IS LESS THAN 6".2. 6" PLASTIC WS IN ENCASEMENT JOINTS. WELD TO WS IN SLAB JOINTS.1-3-PIPE DIA(IN)20-3636-48>48"t" (IN)REINF8#5@12"#6@12"10#6@12"12CLOSED CELLULAR SPONGERUBBER ALL AROUND COUPLINGTO ALLOW JOINT MOVEMENT (1" MIN)CL SLAB EXPANSION, CONTRACTIONOR CONTROL JOINT, SEE PLANSFOR LOCATIONLOCATE PIPE FLEX COUPLING(WITHOUT THRUST TIES) AT ALLSLAB EXPANSION & CONTROL JOINTSCOUPLINGCENTEREDON JOINTTHICKEN SLABAT ENCASEMENTCONSTRUCTIONJOINTPIPE ENCASEMENT REINFORCEMENTSEE ENCASEMENT RISEREXTEND VERTS & HOOK1'-0" INTO TOP OF SLAB ABOVEREINF. EW TYPSEE TABLE2'-0" TYP12" MIN
#5 @ 12"#5 @ 12"ENCASEMENTREINFORCEMENTDISCONTINUOUSAT JOINT.SEE TABLEFOR SIZE &SPACING.COUPLINGLENGTH 6"6" PLASTIC WATERSTOPIN ENCASEMENT JOINT.WELD TO WATERSTOPIN SLAB JOINT FORCONTINUOUS SEAL#5 @ 12"TYP.#5 @ 12"TYP.BOTTOM U-BARS CONTINUE TO ENDOF ENCASEMENT2" CLEAR, TYP.TOP & SIDESU BARS @ 12" OC#5 @ 12" OC ALL SIDESCLASS B LAP LENGTH, SEEDETAIL D03/3000-100PROVIDE LEVEL BEARINGAREA BELOW VERTICAL PIPERISER EQUAL TO ENCASEMENTGROSS END AREAHOOK AND LAPPIPE ENCASEMENTREINFORCEMENTPER DETAIL D03/3000-100(2) #5 EACH SIDETYPICAL OPENING REINFORCEMENT AROUND PIPE, SEE DETAIL D03/3000-600CONSTRUCTION JOINTEXTEND ENCASEMENTVERTICALS AND HOOK1'-0" INTO TOP OF SLABHYDROPHILIC STRIP TYPEWATERSTOP CONTINUOUSALL AROUND IN ALLCONSTRUCTION JOINTSTYPICALPIPE ENCASEMENTREINFORCEMENTSLABTHICKNESS8" MIN ALL AROUNDBOTTOM OF SLAB,SEE NOTE 36"
MIN.LONGITUDINAL"REINF" CONT.TYP ALL SIDESSEE TABLE2'-0" TYP.CLASS B
LAP LENGTH
SEE
D03/3000-100 U-BAR REINF.TYP. SEE TABLE."t""t"3" CLR.2" CLR TYP,TOP AND SIDES"t""t"PIPE OD TYP
1'-0"
MIN
"t""t"TYPENCASEMENT JOINT TYPESAME AS SLAB JOINT, SEESLAB JOINT DETAILSSCALE:1-PIPE ENCASEMENTNOT TO SCALE2-3-SCALE:2-PIPE ENCASEMENTNOT TO SCALESCALE:3-PIPE ENCASEMENT AT SLABNOT TO SCALESLAB REINF.SEE PLANASREQ'D3"CLEAR
U-BARS#5@12"#6@12"#6@12"SLAB REINF.SEE PLANASREQ'DHYDROPHILIC STRIPTYPE WATERSTOPEACH SIDE CONT."t"10"10"2'-0"ASREQ'DENCASEMENT TABLE12" HOOK, TYP
2400-010
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
GAP AS SPECIFIED
OR INDICATED ON
THE DRAWINGS,
1/16" MIN
DUCTILE IRON PIPECOAT W/ EPOXY PAINT
PER SPECIFICATIONS
"A""A" + 1"
FLEX COUPLING TO SUIT PIPE,
CENTER ON JOINT
FINGER TIGHTEN NUTS AGAINST ANCHOR PLATES,
DOUBLE NUTS SHALL BE PROVIDED AS LOCK NUTS
3 x "A" + 6" MAX
3/4" Ø TIE
ROD
ROD SCHEDULE FOR DIP
PIPE THRUST. SEE
NOTE 2.
TYPE OF
CONNECTION
NO. OF
RODS
0-6,000#I 2
6,001-12,000#II 2
12,001-18,000#II 3
18,001-24,000#II 4
24,001-30,000#II 5
SCALE:
DUCTILE IRON PIPE FLEXIBLE COUPLING TIE DOWN
NOT TO SCALE2400-010
D40
3"
TYPE I
CONNECTION
1 1/8"
TYPE II
CONNECTION
TIE ROD
PER PIPE
FLANGE
3/4" Ø TIE ROD
1 1/2"*A325
BOLTS
1"
SECTION A-A
A
A
A
A
NOTES:
1.ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY INDICATED
OTHERWISE ON THE DRAWINGS.
2.PIPE THRUST SHALL BE BASED ON TEST PRESSURE.
3.PIPE THRUST = 0.7854 x D² x TEST PRESSURE, WHERE D IS PIPE OD.
4.MINIMUM TIE ROD YIELD 48,000 PSI.
5.FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 3/4" DIAMETER THRUST ROD FOR
EVERY 6,000 POUNDS INCREASE IN THRUST.
6.ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUST GREATER THAN 30,000 POUNDS.
7.GRIND ALL CORNERS SMOOTH.
8.* AS REQ'D TO CLEAR FLEX COUPLING, 3/4" MIN. AND 1 1/2" MAX.
2400-011
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
ULTRASONIC LEVEL SENSOR INSTALLATION
NOT TO SCALE2400-011
D40
PIPE PENETRATION
SEE DETAIL
2400-007
D40
CABLE
CONNECTOR
FITTING
SENSOR CABLES
IN CONDUIT TO
TRANSMITTER*
NYLON
BOLTS
AND NUTS PVC BLIND FLANGE
W/ 1" NPT CONNECTION
FLANGE MOUNTED
ULTRASONIC
TRANSDUCER*
PTFE
GASKET
NOTE:
COMPONENTS DENOTED WITH * ARE SUPPLIED BY INSTRUMENT MANUFACTURER
2400-014
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
CHEMICAL FLUSHING CONNECTION
NOT TO SCALE2400-014
D40
2" TEE
2" BALL VALVE 2" X 1 1/2"
REDUCER
1 1/2" NIPPLE
1 1/2" FEMALE HOSE
CONNECTION
2400-015
D40
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
SCALE:
FLUSHING CONNECTION
NOT TO SCALE2400-015
D40
2" SST NIPPLE
BLIND FLANGE DRILLED
AND TAPPED FOR 2" NIPPLE
TEE, WYE, OR CROSS
AS SHOWN ON PLANS
3/4" FEMALE HOSE
CONNECTION
3/4" NIPPLE
2"x3/4" REDUCER
2" SST BALL VALVE
LEWISVILLE LAKE WATER TREATMENT
CITY OF DENTON
DENTON, TX
PLANT IMPROVEMENTS
4264-002
D44
SCALE:
V-NOTCHED FIBERGLASS WEIR
NOT TO SCALE4264-002
D44
PLAN
ELEVATION
SECTION
FIBERGLASS
WEIR PLATE
1"
2 1/2" SQ
HOLE, TYP
CAULK BETWEEN
WEIR PLATE AND WALL
1/2"x 8" COATED SST
ANCHOR BOLT W/SST NUT
AND LOCK WASHER
AND 5" SQ 1/4"
FRP PL WASHERNOTES:
1. ALL PARTS EXCEPT FASTENERS SHALL
BE FIBERGLASS REINFORCED PLASTIC
(FRP) PER SPECIFICATIONS.
2. ALL FASTENERS SHALL BE SST PER
SPECIFICATION.
3. 1/2" DIA SST THREADED ROD ADHESIVE
ANCHORS WITH 5" EMBEDMENT MAY BE
SUBSTITUTED FOR ANCHOR BOLTS.
4. STEEL TROWEL TOP OF CONCRETE
WALL TO OBTAIN SMOOTH DENSE FINISH.
CAULKHEAD SIDE
OF WEIR
90°
2'-0" O.C.
TYP
8'-0" TYP
WEIR PLATE LENGTH
END PLATE
LENGTH VARIES
VARIES
2'-0" MAX
4"
WEIR
ELEVATION
3" 'V' NOTCHES
AT 6' O.C.
1/4"x 6"x 12" FIBERGLASS
WEIR BUTT PL BONDED TO
UPSTREAM WEIR SECTION
1/8" MAX WIDTH
JOINT, TYP
NOTCH EACH END OF
PL 1 1/4"x 2 1/2"
3"3"12"2 1/2"12"3"3"
6"
6 1/2"
1 1/2"
1/4" MIN
12"2 1/2"3"3"3 1/2"2"