BOCA CHICA BLVD. OR DIVERTED FOR APPLICATION OF THE

Preview:

Citation preview

30

20

10

30

20

10

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

SHEET

OF

Pub

lic U

tilit

ies

Bo

ard

1425 R

ob

inh

oo

d D

rive

Bro

wn

svill

e, T

exas

78521

1-8

00-8

69-2

922

Wat

er a

nd

Was

tew

ater

En

gin

eeri

ng

Dep

artm

ent

FA

X: (9

56)

983-6

220

(956)

983-6

215

B R

O W

N S

V I

L L

E

UB

TILI

TIES

PUB

LIC

OA

RD

LIF

T S

TA

TIO

N N

o. 1

MA

NH

OL

E R

EH

AB

ILIT

AT

ION

SP

adre

Isl

and

Hw

y.

11

AutoCAD SHX Text
48" - 72"
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
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
AutoCAD SHX Text
EXISTING FIBERGLASS MANHOLE
AutoCAD SHX Text
FILL VOIDS, RESURFACE AND REBUILD DETERIORATED CONCRETE AREAS WITH COATING MANUFACTURER APPROVED PRODUCT(S). SPECIFICATION 02 02 50
AutoCAD SHX Text
COAT CONCRETE WITH APPROVED COATING SYSTEM TO A MINIMUM WET FILM THICKNESS OF 80 TO 125 MILS. SPECIFICATION 02 02 50
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
6'-0"
AutoCAD SHX Text
6'-0"
AutoCAD SHX Text
Approved by:
AutoCAD SHX Text
Designed by:
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Checked by:
AutoCAD SHX Text
Drawn by:
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
NTS
AutoCAD SHX Text
27 June 2019
AutoCAD SHX Text
David Ramirez, PE
AutoCAD SHX Text
Luis G Martinez
AutoCAD SHX Text
David Ramirez, PE
AutoCAD SHX Text
Brownsville PUB
AutoCAD SHX Text
Lift Station 1 Manhole Rehabilitations.dwg
DARamirez
PE Stamp

Recommended