BOCA CHICA BLVD. OR DIVERTED FOR APPLICATION OF THE ...
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30 20 10 30 20 10 EXIST. MANHOLE TOP=28.72 FL=15.79 EXIST. MANHOLE TOP=28.77 FL=15.50 EXIST. MANHOLE TOP=28.77 FL=15.50 EXIST. MANHOLE TOP=27.98 FL=15.45 EXIST. LIFT STATION No.1 TOP=29.44 FL=12.58 NATURAL GROUND NATURAL GROUND 24" 24" 8" 12" 24" 8" 24" 12" 24" LIFT STATION No.1 LIFT STATION No.1 12" 24" 24" 24" 8" PADRE ISLAND HWY. (SH48) PADRE ISLAND HWY. (SH48) MANHOLE REHABILITATION SECTION B-B MANHOLES TO BE REHABILITATED LIFT STATION No.1 PADRE ISLAND HWY. (SH48) PADRE ISLAND HWY. (SH48) BOCA CHICA BLVD. BOCA CHICA BLVD. E. 14TH STREET 8" 24" PVC SEWERLINE 24" PVC SEWER 8" PVC SEWERLINE 24" 8" CIPP SEWERLINE 12" VC SEWERLINE 8" VC SEWERLINE 16" VC SEWERLINE 18" CIPP SEWERLINE EXISTING MANHOLES PLUG EXISTING 24" PVC SEWERLINE PLUG EXISTING 8" PVC SEWERLINE SEWER BY-PASS 400 GPM 830 LF SEWAGE FLOW SHALL BE STOPPED, BY PASSED, TRANSPORTED OR DIVERTED FOR APPLICATION OF THE COATING PRODUCT(S). SPECIFICATION 02 02 46 SHEET OF Public Utilities Board 1425 Robinhood Drive Brownsville, Texas 78521 1-800-869-2922 Water and Wastewater Engineering Department FAX: (956) 983-6220 (956) 983-6215 B R O W N S V I L L E U B TILITIES P UBLIC OARD LIFT STATION No. 1 MANHOLE REHABILITATIONS Padre Island Hwy. 1 1
Transcript of BOCA CHICA BLVD. OR DIVERTED FOR APPLICATION OF THE ...
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EXIS
T. M
ANHO
LETO
P=28
.72
FL=
15.7
9
EXIS
T. M
ANHO
LETO
P=28
.77
FL=
15.5
0
EXIS
T. M
ANHO
LETO
P=28
.77
FL=
15.5
0
EXIS
T. M
ANHO
LETO
P=27
.98
FL=
15.4
5
EXIS
T. L
IFT
STAT
ION
No.
1TO
P=29
.44
FL=
12.5
8
NATURAL GROUND NATURAL GROUND
24"24"8" 12"
24" 8"
24"
12"
24"
LIFT STATION No.1
LIFT STATION No.1
12"
24"
24"
24"
8"
PADRE ISLAND HWY. (SH48)
PADR
E IS
LAN
D HW
Y. (S
H48)
MANHOLE REHABILITATION SECTION B-B
MANHOLES TO BE REHABILITATED
LIFT STATION No.1
PADRE ISLAND HWY. (SH48)PADRE ISLAND HWY. (SH48)
BOCA CHICA BLVD.
BOCA CHICA BLVD.
E. 14TH STREET
8"
24" PVC SEWERLINE
24" P
VC S
EWER
8" PVC SEWERLINE
24"
8" CIPP SEWERLINE
12" VC SEWERLINE
8" V
C SE
WER
LINE
16" V
C SE
WER
LINE
18" CIPP SEWERLINE
EXISTING MANHOLES
PLUG EXISTING 24" PVCSEWERLINE
PLUG EXISTING 8" PVCSEWERLINE
SEWER BY-PASS400 GPM
830 LF
SEWAGE FLOW SHALL BE STOPPED, BY PASSED, TRANSPORTEDOR DIVERTED FOR APPLICATION OF THE COATING PRODUCT(S).SPECIFICATION 02 02 46
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AutoCAD SHX Text
48" - 72"
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B
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B
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PREPARE CONCRETE SURFACES TO NACE No.6/SSPC SP-13. REMOVE CONTAMINANTS AND DAMAGED CONCRETE UNTIL A CLEAN SOUND SUBSTRATE IS ATTAINED. SPECIFICATION 02 02 50
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EXISTING FIBERGLASS MANHOLE
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FILL VOIDS, RESURFACE AND REBUILD DETERIORATED CONCRETE AREAS WITH COATING MANUFACTURER APPROVED PRODUCT(S). SPECIFICATION 02 02 50
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COAT CONCRETE WITH APPROVED COATING SYSTEM TO A MINIMUM WET FILM THICKNESS OF 80 TO 125 MILS. SPECIFICATION 02 02 50
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A
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A
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6'-0"
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6'-0"
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Approved by:
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Designed by:
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Scale:
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Checked by:
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Drawn by:
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Project #:
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Date:
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NTS
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27 June 2019
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David Ramirez, PE
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Luis G Martinez
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David Ramirez, PE
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Brownsville PUB
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Lift Station 1 Manhole Rehabilitations.dwg
DARamirez
PE Stamp
