ESBD_File_348263_Supply and Install Lift Station-Drawings.pdf

HUNTSVILLE, TEXAS

ENGINEERING SERVICES

REPLACE LIFT STATION - EMPLOYEE HOUSING

STRINGFELLOW UNIT

ROSHARON, TEXAS

MWR # 01819009

ISSUE FOR CONSTRUCTION

N.T.S.

VICINITY MAP

BRAZORIA COUNTY

UNIT LOCATION

ROSHARON. TEXAS

28.300802 N / -95.540936 W

REGIONAL VIEW

BRAZORIA COUNTY

N.T.S.

TERRELL 655

ROSHARON

ALVIN

B288

BRAZORIA

COUNTY

AIRPORT

WOLFE

AIRPORT

ANGLETON

STRINGFELLOW

RAMSEY

RAMSEY UNIT

THE TEXAS DEPARTMENT OF CRIMINAL JUSTICE

FACILITIES DIVISION

CR 54 CR 55 CR 62

DARRINGTON

N

NT

H

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S T A T E O F T E X

A S

MWR 00000000UNI

T: MOUNTAIN VIEW

PROJECT: XXXXXXXXXXXXXXXX

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TRAINING

FACILITY

EMPLOYEE

HOUSING

EMPLOYEE

HOUSING

PROPOSED

LAYDOWN

AREA

TRAINING

FACILITY

EXISTING

LIFT STATION

TO UNITS

TO

ROSHARON

DRAWING INDEX

COVER SHEET

C1 PUMP DETAIL

C2 VICINITY MAP

C3 DETAILS

C4 FENCE DETAILS

E1 ONE-LINE

E2 DUPLEX CONTROL PANEL

E3 FLOAT SWITCH CONTROL (NON-IS)

E4 ELECTRICAL RISER

NEW LIFT STATION

PROJECT LOCATION

THIS SEAL ONLY APPLIES

TO AREA INSIDE THIS CLOUD.CLOUDS WITH NO CONTENT

REPRESENTS REMOVED WORDING .

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AUSTIN

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SAN ANTONIO

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HOUSTON

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AMARILLO

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FT. WORTH

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INMATE

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CONTACT

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VISITATION

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BACK GATE

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CANNING PLANT & STORAGE

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GATEHOUSE

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TRUCK DOCK

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SHAKEDOWN

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BACK DOCK

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MATERIALS

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HAZARDOUS

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TURN OUT

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OFFICER DINING

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MECH. EQ.

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STOR.

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NORTH

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WARD

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BOOK KPR.

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STOR.

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SEMI PRI.

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MED.

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CORR.

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CORR.

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GYM

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STORAGE

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MEDICAL

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TOILET

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STAFF

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COLD

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STORAGE

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AD SEG

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IN

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OUT

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KITCHEN & DINING HALL

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OFFICE

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ELECTRICAL SHOP

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ELECTRICAL

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POTATO STORE HOUSE

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WELDING

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ARMORY

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CORR.

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JANITOR

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STOR.

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HAZARDOUS MATERIALS

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CORRIDOR

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CLASSROOM

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JAN.

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RAMSEY 3 SITE PLAN # 27

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TRACTOR STORAGE SHED

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MAINT. GATE HOUSE

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6 PICKET

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5 PICKET

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3 PICKET

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2 PICKET

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1 PICKET

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4 PICKET

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YARD PICKET

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MAINTENCE

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PLUMBING

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SITE PLAN

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CORRIDOR

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STAFF

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BARBER

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CORR.

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POT WASH

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MEAT COOKING

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BK. KPR.

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OFFICE

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EXAM.

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EMERG.

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CORR.

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DENTIST

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OPERATORY

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A.A. COUN.

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COUN.

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PAROLE

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SUPPLIES

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CORRIDOR

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X-RAY

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STOR.

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STAFF

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SUPPORT SERV.

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HEAT EXCHANGE BLDG.

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REC

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REC

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STORAGE

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BOILER ROOM

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MEDICAL

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EDUCATION

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ADMINISTRATION

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LAUNDRY

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D DORMS

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E DORMS

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C DORMS

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B DORMS

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A DORMS

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GYM

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CORRIDOR

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STORAGE

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INTERVIEW

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CAPT. / LEUT.

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CHASE

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STOR.

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CHASE

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SEMI PRI.

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STAIR

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CHASE

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TOILET

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VEG. COOL.

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BAKE SHOP

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PHYS. HYDRO. THER.

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INMATE

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MECH.

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WOMEN

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DAIRY COOLER

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OFFICE

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CORRIDOR

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OFFICE

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BARBER

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DR. OFFICE

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INMATE DINING

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OFFICE

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LAW LIBRARY/

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MEN

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SEC.

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STOR.

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STAFF TLT.

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STOR.

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TOILET

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ASSIST. WARDEN

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OFFICE

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DRESSING

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COUNT ROOM

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SOAP/CHEM.

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JANITOR

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TOILET

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COOLER

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VEG. PREP.

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DRY STORE

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LIBRARY

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CORRIDOR

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COUNSELOR

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PRINCIPAL

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JAN.

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CORRIDOR

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SEMINAR

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POTS & PANS

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OFFICER KITCHEN

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PLANTER

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STOR.

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TOILET

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INMATE

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MECH.

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CORR.

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SEMI-PRI.

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SEMI-PRI.

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PSYCHOLOGIST

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CHAPEL

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AS BUILT

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STOR.

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UTILITY

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LINEN

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CLASSROOM

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STAIR

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CORRIDOR

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TOILET

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MAIL ROOM

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CORR.

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TOILET

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STOR.

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TOILET

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INMATE

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WOMEN

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MEN

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TOILET

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STAFF

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CORR.

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CORR.

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CORRIDOR

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SHOWERS

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BUTCHER SHOP

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MEAT COOLER

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FREEZER

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CLASSROOM

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FIRST AID

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INTERVIEW

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DRESS

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UNDRESS

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STORAGE

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FINISH

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DRY CLEANING

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JANITOR

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CORR.

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DAY COOLER

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DISHWASH

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BOOKROOM

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WARDEN

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JAN.

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STAFF

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MED. ASST.

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CORRIDOR

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ISSUE

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PAROLE

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LOBBY

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CORR.

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CORR.

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COMMISSARY

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STOR.

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COMM.

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MAJOR

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STOR.

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CONTROL

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LAB

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DARK RM.

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STOR.

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OFFICE

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CORRIDOR

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CHASE

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INMATE TLT.

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CHAPLAIN

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BOOKKEEPER

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STORAGE

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KITCHEN

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LOAD DOCK

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PICKET

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PICKET

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PICKET

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PICKET

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PICKET

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BACK GATE

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NON CONTACT VISITATION

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ADMIN

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OLD INMATE CHOW HALL

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AD SEG

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GYM

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VISIT

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EDUCATION

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CLEAN BLDG

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FURNITURE

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FURNITURE

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PICKET

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INMATE TURNOUT

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KITCHEN

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COMPLIANCE OFFICE

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CELL BLOCK 6 EAST & WEST

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CELL BLOCK 5 EAST & WEST

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CELL BLOCK 7 EAST & WEST

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CELL BLOCK 8 EAST & WEST

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INMATE DORM 9

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LAUNDRY

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SHOWERS

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OFFICER

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FACTORY MAINTENCE

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SHOP

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OLD PIDDLING

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INMATE DORM 10 & 12

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WAREHOUSE

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INMATE DORM 11

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ODR

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FURNITURE REPAIR BUILDING

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LOADING DOCK

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SHOWERS

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ICE PLANT

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BOILER ROOM

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CELL BLOCK 4 EAST & WEST

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CELL BLOCK 1 EAST & WEST

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TURN OUT

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MAIL

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INMATE CHOW HALL

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INMATE PROPERTY

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UNIT PROPERTY

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VOCATIONAL BLDG

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INDOOR REC

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CONTACT

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REPAIR

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AD SEG

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MEDICAL

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BARREL STORAGE WAREHOUSE

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PICKET

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ULPHOSTRY SHOP

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2 PICKET

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TANK 6 UPSTAIRS

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TANK 2 DOWNSTAIRS

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EAST REC

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KITCHEN AREA

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OLD HOSPITAL

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SPARE BOILER

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BOILER ROOM

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LAUNDRY

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CLINIC

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VISIT

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PAD

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LAW

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LIBRARY

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GYM

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WEIGHT

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GATE

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BACK

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COMMISARY

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TANK 7 UPSTAIRS

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ARMORY

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9 DORM

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10 DORM

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12 DORM

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11 DORM

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YARD

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HB PAD

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VOCATION BLDG

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LOADING DOCK

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AREA

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NECCESSITIES

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YARDS

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REC

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AD SEG

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C WING

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TRAILER

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YARD

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COVERED

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FRONT GATE

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NON CONTACT

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ICE HOUSE

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TANK 1 DOWNSTAIRS

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ENCLOSED WALK

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RADIO PICKET

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3 PICKET

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SAFTEY OFFICE

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SHOWERS

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INMATE

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MAINT.

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SHOP

GORMAN-RUPP BASE MOUNTED DUPLEX PUMP PACKAGE UNIT

ITEM# DESCRIPTION MATERIAL & SIZE

1 CONTROL PANEL STAINLESS STEEL NEMA 4X

2 PUMP & MOTOR BASE ASSY. STEEL

3 MOTOR CAST IRON

4 PUMP CAST IRON (V3A-B)

5 DISCHARGE PLUG VALVE CAST IRON (3-WAY)

6 AIR RELEASE VALVE FIBERGLASS 1 1/4" (SHIPPED LOOSE)

7 BELT GUARD ASSY. STEEL

8 DISCHARGE CHECK VALVE CAST IRON

9 CONTROL PANEL FRAME ASSY. STAINLESS STEEL

10 MOTOR CONDUIT LIQUID TIGHT

EAST SIDE VIEW

HIGH LEVEL ALARM

ELEVATION = 31.2'

SECOND PUMP ON

ELEVATION = 30.2'

LEAD PUMP ON

ELEVATION = 29.2'

PUMP OFF

ELEVATION = 24.2'

WETWELL BOTTOM

ELEVATION = 21.5'

ELEVATION = 22.2'

INTEGRAL FRP SLOPE WALL 24" FROM

PUMP CENTERLLINE OR 12" FROM

PUMP SUCTION BASE MINIMUM 10%

SLOPE TO WALL OF WETWELL

6" MIN. COVER OVER

ANTI-FLOTATION LIP

PUMP DATA / GORMAN - RUPP ULTRA V4C WITH ERADICATOR SOLIDS MANAGEMENT SYSTEM

LIFT STATION N0. SIZE PUMP QUANTITY G.P.M TDH MAX. DYN. AVAIL. N.P.S.H. PRIME LIFT MIN. H.P.

LIFT STATION "A" 6" X 4" 2 500 105 25 40

18" THICK CONCRETE SLAB

18" THICK 3000 PSI CONCRETE

SLAB WITH #6 REBAR @ 12"

O.C.E.W. TOP AND BOTTOM

6" THICK CRUSHED STONE OR

PEA GRAVEL LEVELING BED

24"

36"

316 SS

SUPPORT

BRACKETS

EXCAVATION BACKFILL

MECHANICALLY COMPACTED IN

12" LIFTS 95% MAX DENSITY

DIAMETER TO BE AS

RECOMMENDED BY PUMP

MANUFACTURER

10'X25' FIBERGLASS WETWELL-ONE

PIECE UNIT - SMOOTH INTERIOR

WALL 0.5" MIN. THINKNESS RIBBED

REINFORCED, WITH INTEGAL TOP,

BOTTOM, AND INTERIOR SLOPES.

MERCURY FREE

FLOAT SWITCHES

ELEVATION = 40.5'

VENT PENETRATIONS

ELEVATION = 46.5'

ELEVATION = 49.4'

HALLIDAY S1S SERIES

ALUMINUM HATCH

(S1S 3036)

ELEVATION = 47'

6" PVC VENT WITH

BIRD SCREEN

NATURAL GROUND

ELEVATION

NOTES:

1. PIPE LOCATIONS SHALL BE ADJUSTED FOR ACTUAL

DIMENSIONS.

2. ALL MJ DUCTILE IRON FITTINGS TO INCLUDE MEGALUG

RETRAINTS.

3. ALL DUCTILE IRON UNDERGROUND PIPING SHALL BE ENCASED

WITH 8 MIL BLUE POLYTHLENE (POLYWRAP).

4. ALL DI FITTINGS SHALL BE MANUFACTURED IN THE USA OF

DUCTILE IRON IN ACCORDANCE WITH ALL APPLICABLE TERMS

AND PROVISIONS OF STANDARDS ANSI/AWWA C110/A21.10

(CURRENT REVISION).

5. PROVIDE CONCRETE SUPPORTS AS REQUIRED FOR SUPPORT

OF ALL BENDS.

6. CONTRACTOR TO PROVIDE 32 CY OF 3000 PSI CONCRETE FOR

ANTI-FLOTATION AROUND LIFT STATION BASE.

7. INDIVIDUAL ODOR CONTROL SYSTEM SHALL BE PROVIDED FOR

LIFT STATION. ODOR CONTROL SYSTEM TYPE &

APPURTENANCE SHALL BE APPROVED BY PROJECT ENGINEER

PRIOR TO INSTALLATION.

16'-0"

21'-0"

WET WELL

DIAMETER = 10'

CONTROL PANEL

NEMA 4X S.S.

DUPLEX CONTROL

WITH FLOAT AND

RELAY LOGIC

25'

ELEVATION WILL MATCH THE

FINISHED FLOOR ELEVATION

EXISTING LIFT STATION

PIPE SIZES AND LOCATIONS WILL

NEED TO BE DETERMINED ONCE

EXISTING PLUMBING IS DAY LIGHTED

6 6

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ENGINEERING SERVICES

ISSUE FOR: REVISIONS: MWR:

M W

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ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

6/28/23

N.T.S.

Disc

C1PUMP DETAIL 01

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CLOUDS WITH NO CONTENT

REPRESENTS "(OWNER PROVIDED)"

WORDING BEING REMOVED.

THIS SEAL ONLY APPLIES TO

CLOUDED ITEMS.

CONCRETE PAD

CONCRETE PAD

AutoCAD SHX Text D

AutoCAD SHX Text C

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EO EO EO EO EO EO EO EO

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EO

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TEXAS DEPARTMENT

OF

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

DEMO PLAN

Scale: 1" = 10'1 NEW SITE PLAN

Scale: 1" = 10'2

EXIST. BUILDING

TO BE DEMOLISHED

EXIST. POWER POLE

(TYPICAL)

EXIST. FENCE

TO BE DEMOLISHED

EXIST. FENCE

TO REMAIN

EXIST. ELECTRICAL

OVERHEAD LINE

TO REMAIN

EXIST. 6" SANITARY LINE

TO BE DEMOLISHED

EXIST. 6" SANITARY LINE

TO BE DEMOLISHED

EXIST. 6" SANITARY LINE

TO BE DEMOLISHED

EXIST. 4" SANITARY LINE

TO REMAIN

EXIST. CONCRETE TANK

TO BE DEMOLISHED

EXIST. MANHOLE

TO BE DEMOLISHED

EXIST. PUMPS

TO BE REMOVED

EXIST. ELECTRICAL PANEL

TO BE DEMOLISHED

EXIST. ELECTRICAL

UNDERGROUND LINE

TO BE DEMOLISHED

TIE-IN LOCATION INTO

EXIST. SEWER LINE

EXIST. POWER POLE

(TYPICAL)

EXIST. FENCE

TO REMAIN

EXIST. ELECTRICAL

OVERHEAD LINE

TO REMAIN

EXIST. 4" SANITARY LINE

TO REMAIN

TIE-IN LOCATION

INTO EXIST.

SEWER LINE

PROP. ELECTRICAL

UNDERGROUND LINE

EXTEND EXIST. 4" SANITARY LINE

TO NEW LIFT STATION

NEW 50'x30'x10' HIGH FENCE, SEE DETAIL 3/C3

INSTALL 8 FT DOUBLE GATE,

SEE DETAIL 4/C3

NEW 6" PVC C-900 SEWER LINE

FROM TRAINING

ACADEMY

FROM EMPLOYEE

HOUSING

FROM EMPLOYEE

HOUSING

FROM EMPLOYEE

HOUSING

EXIST. MANHOLE

TO REMAIN

EXIST. MANHOLE

TO REMAIN

FROM TRAINING

ACADEMY

EXIST. MANHOLE

TO REMAIN FROM EMPLOYEE

HOUSING

NEW 6" PVC C-900 SEWER LINE

NEW 6"

PVC C-900

SEWER LINE

EXIST. 6" SEWER LINE

EXIST. 6" SEWER LINE

PROP. GENERATOR SLAB,

SEE SHEET C5

PROP. GENERATOR,

SEE ELECTRICAL

PROP. FIBERGLASS TANK,

SEE SHEET C2

PROP. LIFT STATION SLAB,

SEE SHEET C2

N N

EXIST. MANHOLE

TO REMAIN

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

12"

SAW CUT

O.D.

12"

ORIGINAL GROUND

SELECT MATERIAL

UNDISTURBED SOIL

A

B

6" MIN./12" MAX.

PIPE

O.D.

VARIES

12" MIN.

6" BELOW

PIPE BELL O.D.

PIPE

O.D.

BEDDING MATERIAL (MANUALLY

CONSOLIDATE AT OPTIMUM MOISTURE)

OPEN CUT - ASPHALT PAVEMENT

Scale: N.T.S.1

STANDARD TRENCH SECTION

Scale: N.T.S.3

VARIES

A. SELECT NATIVE MATERIAL

MATERIAL EXCAVATED FROM THE DITCH, (WHICH

IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS

LARGER THAN TWO (2) INCHES IN THE LARGEST

DIMENSION), COMPACTED TO A MINIMUM OF 90%

OF MAXIMUM DENSITY AS DETERMINED BY ASTM

D698 (STANDARD) AT A MOISTURE CONTENT

WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER

NON-STRUCTURAL AREAS (i.e. YARDS, PASTURES, EASEMENTS).

B. GRANULAR MATERIAL

MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS

FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS,

OR ORGANIC MATER AND WHICH, WHEN TESTED BY

STANDARD LABORATORY METHODS, MEET THE

FOLLOWING REQUIREMENTS

MAXIMUM LIQUID LIMIT ________________________45

MAXIMUM PLASTICITY INDEX ___________________15

MAXIMUM PERCENT PASSING NO. 200 SIEVE _____35

MINIMUM PERCENT PASSING 3/4" SIEVE ________100

THE MATERIAL SHALL BE FREE FLOWING AND WHEN

WET, SHALL NOT ADHERE TO FORM A BALL WHEN

PRESSED IN THE HAND.

COMPACTED

CEMENT STABILIZED

SAND Min. 2 1/2 Sk./c.y.

MIN. 6" HMAC (TYPE D)

EXISTING SEAL COAT or

HMAC PAVEMENT

UNDISTURBED SOIL

NOTES:

1. HOLES IN FIBERGLASS MANHOLES SHALL BE CUT IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

2. ALL PIPE CONNECTIONS TO MANHOLES SHALL

UTILIZED INSERT-A-TEE OR A/E APPROVED EQUAL.

3. INVERTS SHALL HAVE SMOOTH TRANSITIONS.

4. CONCRETE SHALL BE 3,000 P.S.I.

B.1

B.

DIAMETER

VARIES

NEW INVERT

1'-0"

6" MIN.

PIPE O.D.

PLUS 12"

1'-0"

CONNECTION DETAIL SECTION VIEW

B.2

CONNECTION DETAIL SECTION VIEW

B.1

MANHOLE CONNECTION DETAIL

B

FIBERGLASS MANHOLE

6" MIN.

INSERTA TEE CONNECTION OR

D.P. APPROVED EQUAL, TYPICAL

CONCRETE

CONCRETE

CONCRETE

STANDARD MANHOLE TIE-IN

Scale: N.T.S.6

THRUST BLOCKING DETAILS

Scale: N.T.S.2

THRUST BLOCK NOTES:

1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF

200psi FOR 24" AND SMALLER DIAMETER PIPE.

2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED

AGAINST UNDISTURBED EARTH OR ROCK.

3. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE

AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF

CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE.

4. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE

BLOCKING HAS REACHED 1500psi.

5. ALL MECHANICAL JOINTS SHALL HAVE MEGALUG RESTRAINTS AS

REQUIRED BY PIPE MANUFACTURE.

BEND

6,8"

A

(ft) (ft)

B (ft) C

(ft) E

(ft)

GSIZE

0.9 2.7

VOLUME

(c.y.)

0.4 10,12" 1.2 4.0 1.0

10,12" 6,8"

1.2 0.9

2.2 1.5

0.5 0.2

10,12" 6,8"

1.2 0.9

1.1 0.8

0.3

10,12" 6,8"

1.2 0.9

0.6 0.4

0.1 0.11.5

1.5

1.5 1.5

1.5 1.5

1.5 1.5

1.5 1.5

1.5 2.5

2.0 2.5

2.5 1.5

1.0 1.5

1.5 2.0

2.0 3.5

6.5 5.090^

45^

22.5^

11.25^

HORIZONTAL THRUST BLOCK SCHEDULE

10,12 0.6 0.3 (c.y.)

VOLUME

(ft) A

2.5 3.51.5

1.5

C (ft)

11.3 5.1

THRUST

(tons)

4,6,8 (in)

ID

TEE SCHEDULE

PLAN VIEWSECTION X-X

THRUST

C

1'-0"

A

O .D

I.D

BA

SE

O F

BL

O

C K

SQ

U

AR

E

C 1'-0"

B E

TT

TRENCH

WIDTH

INNER

DIA.

WATER PIPE

C 1'-0"

X

A G

THRUST

PIPE JOINT

OUTER

DIA.

INNER

DIA.T

T

X

POUR AGAINST

UNDISTURBED EARTH

NOTE: IN ADDITION TO

REQUIRED RESTRAINTS

CONCRETE SHALL NOT

EXTEND BEYOND JOINTS

OUTER

DIA.

POUR CONCRETE AGAINST

UNDISTURBED EARTH

CONNECTIONS - NEW MANHOLE

Scale: N.T.S.4

INLET FLOW LINE

OUTLET FLOW LINE

FL

O

W

FL

O W

BENCH

SANITARY

SEWER

M A D E I N U S A

E A S T J O R D A N

I RO N WO R K S

MADE I N USA

MANHOLE COVER & FRAME

Scale: 3/4" = 1'-0"5

4"

8"

30"

16"

2"

8"

23"

4" LETTERING (RECESSED FLUSH)

(4) 1

2"-13 STAINLESS STEEL HEX

HEAD BOLTS WITH STEEL AND

RUBBER WASHERS

(6) 1"Ø HOLES ON A 37" B.C.

4" NEOPRENE

GASKET

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ENGINEERING SERVICES

ISSUE FOR: REVISIONS: MWR:

M W

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U N

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PR

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ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

5/23/23

N.T.S.

Disc

C3DETAILS 01

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FIBERGLASS MANHOLE DETAIL

Scale: N.T.S.7

BACKFILL WITH SELECT

NATIVE MATERIAL EVENLY

AROUND MANHOLE

POUR AND HAND FORM

CONCRETE BENCHES

OPEN BOTTOM PLAIN END

FIBERGLASS MANHOLE

CONCRETE BASE (3000 PSI)

# 9 REBAR (GRADE 60)

12" O.C.E.W. TOP & BTM.

42"

2" SLOPE

36"

4" 1'

2"Ø SCH 40 STEEL PIPE

HORIZONTAL BARS. WELD

TO BOLLARDS AND PAINT

TO MATCH.

1"/FT

3" MIN, TYP

3" MIN, TYP

24" MIN, TYP

CONCRETE

3000 PSI CONCRETE

W 6 x 6 x 6 WWF

MANHOLE I.D.

SEE 5/C3

USE CONCRETE RINGS TO

RAISE MH COVER TO 18" OR

AT LEAST AS HIGH F.F.E. OF

EXISTING LIFT STATION.

2'

11'

SCH 40 STEEL PIPE

BOLLARDS MAY BE > 6" Ø.

(CO-17-4738)(BY TCI)

" 1'-0"

BLIND FLANGE

CEMENT STABILIZED

SAND BACKFILL,

COMPACTED 12" LIFTS

To 95% RELATIVE DENSITY

FORCE MAIN TO GRAVITY

SEWER MANHOLE DETAIL

Scale: N.T.S.8

EXISTING MANHOLE

SEE SHT C1

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

D

8' -0

'-0

LINE RAIL CLAMP

6 GAGE WIRE TIE

24" C-C

8" LINE POST W/BARB WIRE

OUTRIGGER

10' C-C

4" X 34" GALV.

TENSION BAR

END RAIL

CLAMPS

8" MID RAIL

2 GA. BARBED WIRE

CONT.

4" POLE AND CAP.

PLACE AT CORNERS

AND GATES

D=3' MIN. LINE POST

D=3'4" MIN. CORNER POST

FENCE DETAIL

SCALE: N.T.S.

6" CONC. BELOW

POLE BASE

8" BOTTOM RAIL

6 GAGE WIRE TIE

12" C-C

8" TOP RAIL

8'

END RAIL CLAMP

8" DIA. DROP ROD ASSY. W/

PADLOCK (PADLOCK FURNISHED

USER)

9 GA CHAIN LINK

FABRIC TENSION BAR (TYP) 3

16" x 34"

HEAVY DUTY HINGE WELD TO

FRAME POST & GATE FRAME 180~

HINGE JAMIESON #138093 180-93

TENSION BAR BANDS 12"

C-C TYP

2" DIA. GALV.

FRAME

GATE SUPPORT

POST 4" DIA. SCH.

40 GALV.

SWING GATE W/

TRAVELING TAUT BARB

WIRE (121

2 GA.)

8" GALV. THREADED ROD W/

GALV. TURNBUCKLE

8' GATE DETAIL

SCALE: N.T.S.

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ENGINEERING SERVICES

ISSUE FOR: REVISIONS: MWR:

M W

R

U N

IT

PR

O

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C

T N

AM

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ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

5/23/23

N.T.S.

Disc

C4FENCE DETAILS 01

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AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

480 V PRIM

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ENGINEERING SERVICES

ISSUE FOR: REVISIONS: MWR:

M W

R

U N

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PR

O

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C

T N

AM

E:

ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

5/23/23

N.T.S.

Disc

E1ONE-LINE 01

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CLOUDS WITH NO CONTENT

REPRESENTS REMOVED WORDING .

THIS SEAL ONLY APPLIES TO

CLOUDED ITEMS.

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ISSUE FOR: REVISIONS: MWR:

M W

R

U N

IT

PR

O

JE

C

T N

AM

E:

ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

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5/23/23

N.T.S.

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E2DUPLEX

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AutoCAD SHX Text D

AutoCAD SHX Text C

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TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ISSUE FOR: REVISIONS: MWR:

M W

R

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ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

5/23/23

N.T.S.

Disc

E3FLOAT SWITCH

CONTROL

(NON-IS)

ST

R

IN

G

FL

LO

W R

EP

LA

C E

LI

FT

S

TA

TI

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PL

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I1 ID1

I2 ID2

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I4 ID4

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R1 RD1

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R5 RD5 SHEET 08 OF 09

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THIS SEAL ONLY APPLIES TO

CLOUDED ITEMS.

CLOUDS WITH NO CONTENT

REPRESENTS REMOVED WORDING .

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

4-2/0 THWN-2

1-#6 THWN-2 GND

IN A 2" GRC

JAM PROBABILITY 4.021236

(VERY LOW)

4-2/0 THWN-2

1-#6 THWN-2 GND

IN A 2" GRC

JAM PROBABILITY 4.021236

(VERY LOW)

EXISTING OVERHEAD SERVICE

DROP AND UTILITY POLE

FUSED DISCONNECT

AUTOMATIC

TRANSFER

SWITCH

DIESEL GENERATOR

CONCRETE PAD CONCRETE PAD

SEE SHEET C1

NEW

200 AMP

480V

3-PHASE

DISCONNECT

MDB

PANELBOARD

NEW LIFT

STATION

CONTROL

PANEL

NEW LIFT STATION

ASSEMBLY

TEXAS DEPARTMENT OF CRIMINAL JUSTICE

ENGINEERING SERVICES

ISSUE FOR: REVISIONS: MWR:

M W

R

U N

IT

PR

O

JE

C

T N

AM

E:

ENGINEER:

DRAFTER:

DATE:

SCALE:

DESC:

DATE: DATE:

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

TITLE:

STRINGFELLOW UNIT

REPLACE LIFT STATION - EMPLOYEE HOUSING

01819009

Engineer

Drafter

5/23/23

N.T.S.

Disc

E4ELECTRICAL

RISER

ST

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C E

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PL

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I1 ID1

I2 ID2

I3 ID3

I4 ID4

I5 ID5

R1 RD1

R2 RD2

R3 RD3

R4 RD4

R5 RD5 SHEET 09 OF 09

PL

O

T D

AT

E:

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/2

9:

A

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FUTURE

THIS SEAL ONLY APPLIES TO

CLOUDED ITEMS.

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J