7013 - Lake Lewisville Water Treatment Plant Phase II Improvements, Addendum 1- Additional Plans (2)EXISTING GATE TO REMAIN, CONTRACTOR TO
WIDEN AS NECESSARY FOR NEW 20' DRIVE
NEW CONCRETE SWALE
NEW CHAINLINK FENCE
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 5/3/2019 4:17 PM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-1-CV-OA-PL-PAVE.dwg C-1-CV-OA-PL-PAVE.dwgLast Saved: 5/1/2019 3:03 PM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-1-CV-OA-PL-PAVE.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILOVERALL PAVING PLANC-1BMB KBHIGH SERVICE
ELECTRICAL
BUILDING
1.REFER TO SHEETS C-3-C-6 FOR DETAILED
PAVING AREAS.
2.REFER TO SHEETS C-3-C-6 FOR
BENCHMARKS.
CONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 8, SHEET C-7)
ADMIN
BUILDING
FLEX BASE PAVING
ADDENDUM NO. 1 BMB 5/3/201905-03-2019
EXISTING GATE TO REMAIN
SMALL RETAINING
WALL ON FLUME TO
TIE BACK TO EXISTING
CONCRETE FLUME TOCONNECT TO EXISTINGHEADWALL
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 5/3/2019 4:16 PM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-2-CV-OA-PL-GRAD.dwg C-2-CV-OA-PL-GRAD.dwgLast Saved: 5/1/2019 3:03 PM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-2-CV-OA-PL-GRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILOVERALL GRADING PLANC-2BMB KBHIGH SERVICE
ELECTRICAL
BUILDING
FF=623.50
ADMIN
BUILDING
FF=639.25
PROPOSED TOP OF
PAVEMENT
GRADE BREAK
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
ADDENDUM NO. 1 BMB 5/3/201905-03-2019
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 5/3/2019 4:11 PM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-3-CV-ER-PL-PAVEGRAD.dwg C-3-CV-ER-PL-PAVEGRAD.dwgLast Saved: 5/3/2019 2:00 PM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-3-CV-ER-PL-PAVEGRAD.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILENTRANCE ROAD PAVING AND GRADING PLANC-3BMB KBMATCHLINE THIS SHEETMATCHLINE THIS SHEETCONCRETE PAVEMENT
(REFER TO DETAIL 1, SHEET C-7)
ASPHALT PAVING
(REFER TO DETAIL 2, SHEET C-7)
SIDEWALK PAVING
(REFER TO DETAIL 10, SHEET C-7)
GRADE BREAK
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
CONTROL/ELEVATION
POINT
BENCHMARKS
CONTROL POINT 704
CP-TBM1
N=7122124.95
E=2395506.12
EL=644.24
1.ENTRANCE ROAD SHALL BE CONSTRUCTED
TO MATCH EXISTING, WITH A MAXIMUM
CROSS SLOPE OF 2%.
2.GRADING AT EDGE OF NEW ROAD SHALL
PROMOTE POSITIVE DRAINAGE TO EXISTING
DITCHES.ADDENDUM NO. 1 BMB 5/3/201905-03-2019
PLAN
SIDEWALK MARKINGS SHALL BE
GROOVED 1/2" DEEP ON WIDTH
OF SW CENTERS
3/4" EXPANSION JOINTS AT 30'MAXIMUM INTERVALS
VARIES, REFER TO PLANSIDE ELEVATION
3/4" THICKNESS PRE MOLDED EXPANSION JOINT FILLER SPACED AT 30'-0"5"WIDTH OF SW WIDTH OF SWWIDTH OF SWWIDTH OF SW
2" SAND
CUSHION
10 SIDEWALK PAVING
NOT TO SCALE
3/4" EXP. JT
(PREMOLDED)
EXPANSION JOINT
SECTION
3-# 4 SMOOTH BARS 18"
LONG, ONE END
ASPHALTED WITHIN
EXPANSION CAP
5"CL
TOOLED EDGES
CONCRETE SIDEWALK
NOT TO SCALE
#3 BARS
@ 12" OCEW
5'-0"
TOP OF CURB
NOTE:
1.TO BE USED ONLY IF DRIVEWAY CANNOT BE POURED AT
ONCE.T1'-3"
MINIMUM
2"
CLEAR 3"9"T/4#3 BARS AT 18" O.C. BOTHWAYS
UNLESS NOTED OTHERWISE
2 #3 REINFORCING
BARS (EXTRA)
SPACED AS SHOWN
#4 DEFORMED BARS
2'-6" LONG SPACED
AT 18" MAXIMUM CENTERS
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
4 CONSTRUCTION JOINT
NOT TO SCALE
SAWED CONTROL JOINT
WITH HOT POURED
RUBBER JOINT SEALANT.
VERTICAL SAW CUT
(SEE DETAIL BELOW)T/4TT/2T/41/8" CUT 1"1/4"
8 SAWED CONTROL JOINT
NOT TO SCALE
SAW CUT
DETAIL
3/4"THICKNESSAS SPECIFIED1 1/2"MIN. CLEARREDWOOD HEADER
WITH RIPOFF STRIP
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
FIRST
POUR
SECOND POUR
OR EXISTING
PAVEMENT
5 EXPANSION JOINT DETAIL
NOT TO SCALE
UNLESS NOTED
OTHERWISE ON
PLANS
HMAC PAVEMENT REPAIRTHICKNESSAS SPECIFIED1 1/2"MIN. CLEARREDWOOD HEADER
WITH RIPOFF STRIP
ABOVE PAVING SERVICE
SECOND POUR
OR EXISTING
PAVEMENT
5 EXPANSION JOINT DETAIL
NOT TO SCALE
1" AVG. SAND CUSHION REQUIRED
15"TT/2(#6@30") SMOOTH
@ 24"DOWEL
PAINT AND OIL ONE
END OF DOWEL
HOT POURED RUBBER
JOINT SEALING COMPOUND
DO NOT EXTEND SEALER
ABOVE PAVING SERVICE
EXPANSION CAP,
SLIP FIT
NOTES:
1. FOR EXISTING PAVEMENT - DRILL AND EPOXY DOWEL IN PLACE.
2. EXPANSION JOINTS SHALL BE 3/4" THICK REDWOOD FOR FULL DEPTH OF
PAVEMENT AND SHALL INCLUDE GREASED 30" SMOOTH 3/4" DIA.
DOWEL STEEL BARS WITH CAPS.
PROPOSED
PAVEMENT
EXISTING
PAVEMENT
6 EXPANSION JOINT AT EXISTING CONCRETE
NOT TO SCALE
7 CONCRETE PAVEMENT REPAIR
NOT TO SCALE
1'-0"1'-0"
FIRM TRENCH WALL
FIRM TRENCH WALL
SPLICE EXISTING
REINFORCEMENTFULL DEPTH
EXISTING
REINFORCEMENT
SAWED BREAKOUT
GOOVE (DEPTH=2"±)
SAWCUT
OF JOINT
UNLESSWITHIN 3'UNLESSWITHIN 3'
OF JOINT
NOTES:
1. WHEN REMOVING CONCRETE PAVEMENT THE CONTRACTOR SHALL ENDEAVOR TO LIMIT
DAMAGE TO EXISTING REINFORCEMENT SO IT MAY BE EMPLOYED IN THE REPLACEMENT
OPERATION. IF ORIGINAL REINFORCEMENT IS CUT OR BROKEN, REPLACEMENT BARS OF
THE SAME SIZE SHALL BE INSTALLED BY DRILLING AND DOWELLING AS DIRECTED BY
THE OWNER.
SEE STANDARD
EMBEDMENT DETAILS
MATCH EXISTING
ASPHALT THICKNESS
PIPE
O.D.
HMAC PAVEMENT REPAIR
2" TYPE D SURFACE COURSE
PRIME COAT
MATCH EXISTING
ASPHALT TYPE B DEPTH
TACK COAT
8"4"EXPANSION JOINT,
REFER TO DETAIL 5,
THIS SHEET
8" CONCRETE PAVEMENT,
REFER TO DETAIL 1, THIS
SHEET
NOTES:
1. FOR EXISTING PAVEMENT - DRILL AND EPOXY DOWEL IN PLACE.
EXISTING
PAVEMENT
11 ROADWAY WIDENING AT EXISTING CONCRETE
NOT TO SCALE
VARIES
LINE
1/2"R3" CLEAR
5'-0" 6"8"TOP OF CURB
TOP OF TOE
FACE OF CURB
#3 BAR, CONT.
3 CURB TERMINAL DETAIL - TYP.
NOT TO SCALE
GUTTER
6"
3"R.MIN. 8"THICKGUTTER3"6"COMPACT FILL TO 95% STANDARD DENSITY
TO TOP OF CURB (TO BE PLACED WITHIN 48
HOURS AFTER PLACING CONCRETE)
3/8"R.1-1/2"R.
4:12 BATTER #3 BAR
@ 18" O.C.
9 MONOLITHIC CURB DETAIL
NOT TO SCALE
2'-0"
PROPOSED SUBGRADE
3500 PSI
CONCRETE
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEDTN1810403/20/19CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF DENTON, TEXASLAKE LEWISVILLE WATER TREATMENTPLANT PHASE II IMPROVEMENTSFreese and Nichols, Inc.Texas Registered Engineering Firm F-2144Plot Date: 5/3/2019 4:21 PM Plot By: bmb Filename: N:\IF\Drawings\1. Civil\C-8-PV DETAILS.dwg C-8-PV DETAILS.dwgLast Saved: 5/3/2019 4:03 PM Saved By: bmbFilename: N:\IF\Drawings\1. Civil\C-8-PV DETAILS.dwgACAD Rel: 21.0s (LMS Tech)100% SUBMITTAL CIVILPAVING DETAILSC-7BMB KB8"-4000 PSI MIN PORTLAND CEMENT
CONCRETE. PARKING LOT SHALL BE 6"8"6" LIME TREATED BASE. IF SANDY SOILS
ARE ENCOUNTERED CONTRACTOR WILL
MIX HIGHER PI SOIL WITH SANDY SOIL
UNTIL PI IS HIGH ENOUGH FOR LIME TO BE
USED. SUBGRADE SOIL COMPACTED TO
95% OR GREATER OF STANDARD PROCTOR
DENSITY AT -1 TO +4 OR OPTIMUM
MOISTURE6"6"#3 BARS AT 18" ON CENTER
BOTH WAYS
3"2 ASPHALT PAVING DETAIL
NOT TO SCALE
1 CONCRETE PAVING DETAIL
NOT TO SCALE
6" COMPACTED SUBGRADE TO 95% OR
GREATER OF STANDARD PROCTOR DENSITY
AT -2 TO +3% OF OPTIMUM MOISTURE6"6" COMPACTED SUBGRADE TO 95% OR
GREATER OF STANDARD PROCTOR DENSITY
AT -2 TO +3% OF OPTIMUM MOISTURE6"3" ASPHALT PAVEMENT TYPE B
6" LIME TREATED BASE. IF SANDY SOILS
ARE ENCOUNTERED CONTRACTOR WILL
MIX HIGHER PI SOIL WITH SANDY SOIL
UNTIL PI IS HIGH ENOUGH FOR LIME TO BE
USED. SUBGRADE SOIL COMPACTED TO
95% OR GREATER OF STANDARD PROCTOR
DENSITY AT -1 TO +4 OR OPTIMUM
MOISTURE2"2" ASPHALT PAVEMENT TYPE D
DESNECILREENIGNELANOISSEFORSTATEOSAXETFPBRETT M. BRISTOW1010001ADDENDUM NO. 1 BMB 5/3/20191
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