July 2, 2020 Water Ridge Estates Roads Phase I · WATER RIDGE ESTATES - PHASE I. 402 Cedar Street...
Transcript of July 2, 2020 Water Ridge Estates Roads Phase I · WATER RIDGE ESTATES - PHASE I. 402 Cedar Street...
PE Firm Registration No. 1151 PG Firm Registration No. 50103 RPLS Firm Registration No. 10011900
July 2, 2020
Water Ridge Estates Roads Phase I
Addendum No. 1
Attention is called to the following modifications to the referenced Plans, Specifications and Contract Documents for the above referenced project. Barndo Partners, LLC will receive sealed Bids for the Water Ridge Estates Roads Phase I project until 11:00 a.m. local time on Tuesday, July 14, 2020 at the Office of Enprotec/Hibbs & Todd, Inc. located at 402 Cedar St., Abilene, Texas 79601. Bids will be publically opened and read aloud. We hereby modify the documents as follows.
BID DATE:
Please note the bid date has been moved to Tuesday, July 14, 2020.
DRAWINGS:
1. Change to Drawing 7 of 15:The crossing street named of Wooden Bridge Road was mislabeled. The street name has beenrevised to Water Ridge Drive. REPLACE sheet 7 with the attached sheet 7.
This addendum consists of two (2) pages. This addendum becomes a part of the referenced plans and specifications and shall be acknowledged by the bidder and attached to the bid packet submitted.
By: Jonathan Baum, P.E. #100982 Project Engineer
LOT
11
LOT
8
LOT
9
LOT
10
LOT
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LOT
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LOT
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LOT
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LOT
10
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1027
1026
1025
1024
1023
1029 10
30 1031 10
32 1033
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OD
EN
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GE
DR
IVE
8+990+00
1+00
2+00
3+00
4+00
5+00 6+00
7+00
8+00
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1035
1036
1037
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1039
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0261
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STA. 3+47.77N: 7026666.3266E: 1999420.5596PC
ST
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1999
604.
8400
PC
STA. 2+97.77N: 7026703.4063E: 1999387.0171PT
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1999
565.
7992
PT
STA. 2+61.65N: 7026739.6594E. 1999374.6282PC
STA. 3+31.85N: 7026687.5235E. 1999420.2630PT
STA. 2+65.70N: 7026719.0115E. 1999355.2885PC
STA. 3+31.77N: 7026668.8002E. 1999399.4437PT
STA. 7+70.53N: 7026281.4703E. 1999572.7169PC
ST
A.
8+38
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N:
7026
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9437
E.
1999
586.
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PT
R56
1.37
'
INSTALLTEMPORARYTURNAROUND
60'
RO
W
16'
28'
16'
R20'
TYP
INSTALLTEMPORARYTURNAROUND
R48'
R48'
0+00
1+00
2+00
STA. 2+59.9618" HDPE @ 1.62%WITH 4:1 SLOPED ENDTREATMENTS
STA. 2+63.5318" HDPE @ -1.62%WITH 4:1 SLOPED ENDTREATMENTS
R61
3.5'
R32
8.83
'
R20'
TYP10201019
1038
1039
1027.95
1027.37
1026.85
1026.78
1027.62
1028.19
1028.19
1028.19 1039.19
1039.621039.81
1040.25
WOODEN BRIDGE ROAD
1015
1020
1025
1030
1035
1040
1045
1050
1055
1020
1025
1030
1035
1040
1045
1050
1055-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25
1.76%
3.43% -2.29%
2.63%
2.00%
2.52%
PVI STA = 5+00.00PVI ELEV = 1032.71
AD = -0.77K = 65.12
50.00' VC
BV
CS:
4+7
5.00
BV
CE:
103
2.08
EVC
S: 5
+25.
00EV
CE:
103
3.15
PVI STA = 8+26.09PVI ELEV = 1041.39
AD = -5.73K = 21.82
125.00' VC
BV
CS:
7+6
3.59
BV
CE:
103
9.25
EVC
S: 8
+88.
59EV
CE:
103
9.96
HIGH POINT ELEV = 1040.53HIGH POINT STA = 8+38.53
PVI S
TA=
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PVI E
LEV
= 10
20.1
7
PVI S
TA=
8+98
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PVI E
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3
PVI S
TA=
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PVI E
LEV
= 10
27.0
6
PVI S
TA=
3+31
.85
PVI E
LEV
= 10
28.4
7
PVI STA = 6+50.00PVI ELEV = 1035.35
AD = 1.68K = 44.70
75.00' VC
BV
CS:
6+1
2.50
BV
CE:
103
4.69
EVC
S: 6
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50EV
CE:
103
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LEFT SIDE DITCH
RIGHT SIDE DITCH
RIGHT SIDE DITCH
LEFT SIDE DITCH
EXISTING GRADE
PROPOSED GRADE
A
REVISIONNO.
1DATE
2
B C D
4
3
5
A B C D
E F
DRAWN BY
CHECKED BY
DESIGNED BY
G
06/22/2020
DATE
SCALE
7415
H I
SHEET No.
PROJECT NO.:
OF 15
1
2
E F G
3
4
H I
5
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ONTHIS SHEET. ADJUST
SCALES ACCORDINGLY.
0 1
CONSTRUCTION PLANSFOR
WATER RIDGE ESTATES - PHASE IENVIRONMENTAL AND CIVIL ENGINEERING402 Cedar Street325-698-5560 PE Firm Registration No. 1151
Abilene, Texas 79601
ENPROTEC/HIBBS & TODD, INC.
PG Firm Registration No. 50103RPLS Firm Registration No. 10011900
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SCALE IN FEET
20 0 50
7WOODEN BRIDGE ROAD
STA. 0+00 TO END
HOR: 1" = 50'VER: 1" = 5'
N
D.B.H.
J.A.B.
J.A.B.
07/02/2020
1 ADDENDM #1 07-02-2020