STANDARD DETAILS - cityofhoschton.net · 1" copper service 4" x 4" pressuretreated wood post mount...

CITY OF HOSCHTON

WATER & SEWER DEPARTMENTS

June 2018

STANDARD DETAILS

FOR CONSTRUCTION OF

WATER & SEWER MAINS

79 CITY SQUARE

HOSCHTON, GEORGIA

30548

PH: 706-654-3034

CITY OF HOSCHTON WATER & SEWER DEPARTMENTS

STANDARD CONSTRUCTION DETAILS

INDEX

SANITARY SEWER/GENERAL PIPELINE DETAILS

LIFT STATION DETAILS

TITLE SHEET NUMBER

STANDARD MANHOLE S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

S-15

S-16

S-17

S-19

S-20

S-21

S-22

S-24

S-25

S-27

S-31

S-32

S-33

MANHOLE INVERT

ON-ROAD MANHOLE COVER

OFF-ROAD MANHOLE COVER

DOGHOUSE MANHOLE

OUTSIDE DROP MANHOLE

LID GROUTING DETAIL

INVERT CONSTRUCTION

CLASS "B" BEDDING

CLASS "C" BEDDING

TYPICAL ROAD BORE DETAIL

CASING DETAIL

SERVICE LATERAL

SERVICE STUB MARKER DETAIL

6"Ø CLEANOUT DETAIL AT P/L

SEWER SERVICE TAP DETAIL

4"Ø PIPE TO 6"Ø PIPE INSTALLATION DETAIL

GREASE TRAP DETAIL

GREASE TRAP DESIGN CALCULATIONS

NON-PIER AERIAL D.I.P. SEWER LINE

PAVEMENT CUT REPAIR DETAIL

PLUG LOCATION DETAIL

UTILITY LOCATIONS WITHIN R/W

S-36

THRUST COLLAR

S-11CLASS "D" BEDDING

SEPTEMBER 2018

WATER MAIN DETAILS

TITLE SHEET NUMBER

THRUST BLOCKING W-1

W-2

W-3

W-4

W-7

W-9

W-11

W-12

W-13

W-14

W-17

W-19

W-20

W-23

W-24

THRUST BLOCKING

THRUST BLOCKING

THRUST BLOCKING

FIRE HYDRANT ASSEMBLY

VALVE BOX

DOT R/W VALVE MARKER

TAPPING SLEEVE AND VALVE

AIR RELEASE VALVE

COMBINATION AIR RELEASE AND AIR VACUUM VALVE

1-INCH AND SMALLERSERVICE CONNECTION (WITH METER)

SERVICE INSTALLATION (PAVED ROADWAY)

RPZ BACKFLOW PREVENTER

3-INCH AND LARGER METER CONNECTIONS DOMESTIC ONLY

CONCRETE RESTRAINT ANCHOR

CUL-DE-SAC LOOP

W-8

W-25

W-26

MINOR CREEK CROSSING

MAJOR CREEK CROSSING

W-31WATERLINE TERMINATION W/ VALVE, PLUG, AND ANCHOR

W-32SAMPLING STATION

W-152-INCH SERVICE CONNECTION (WITH METER)

W-33FLUSH HYDRANT

W-5SAW CUT IN CURB

W-213-INCH AND LARGER METER CONNECTIONS FIRELINE ONLY


STANDARD CONSTRUCTION DETAILS

INDEX

SEPTEMBER 2018


FILE No. 18030\S-1.dwg

DATE: JUNE 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-1DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

STANDARD MANHOLE



DATE: JUNE 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-2DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

MANHOLE INVERT



DATE: JUNE 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-3DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

ON-ROAD

MANHOLE COVER


FILE No.18033\S-4.dwg

DATE: JUNE 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-4DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

OFF-ROAD

MANHOLE COVER

STANDARD DETAIL

S-5

DOGHOUSE MANHOLE


DETAIL No.

SHEET TITLEJOB TITLE EMIDATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

STANDARD DETAIL

S-6

OUTSIDE DROP MANHOLE


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

STANDARD DETAIL

S-7

LID GROUTING DETAIL


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

STANDARD DETAIL

S-8

INVERT CONSTRUCTION


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

STANDARD DETAIL

S-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

CLASS "B"

BEDDING DETAIL

STANDARD DETAIL

S-10


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

CLASS "C"

BEDDING DETAIL

CLASS "D"

BEDDING DETAIL

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMIJOB TITLE SHEET TITLE

DETAIL No.


S-11

STANDARD DETAIL

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:


DETAIL No.


S-15

STANDARD DETAIL

TYPICAL ROAD

BORE DETAIL

STANDARD DETAIL

S-16


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018

FILE No. 18030S-16.dwg

REV. NO.

SCALE: N.T.S.

CASING DETAIL

STANDARD DETAIL

S-17


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

SERVICE LATERAL

STANDARD DETAIL

S-19


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

SERVICE STUB

MARKER DETAIL

6" CLEANOUT DETAIL

AT P/L

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:


DETAIL No.


S-20

STANDARD DETAIL

STANDARD DETAIL

S-21


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

SEWER SERVICE MAIN

TAP DETAIL

STANDARD DETAIL

S-22


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

4"Ø PIPE TO 6"Ø PIPE

INSTALLATION DETAIL

STANDARD DETAIL

S-24


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

GREASE TRAP

DETAIL

STANDARD DETAIL

S-25


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

GREASE TRAP

DESIGN CALCULATIONS

STANDARD DETAIL

S-27


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

NON-PIER AERIAL

D.I.P. SEWER LINE



DATE: JUNE 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-31DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

PAVEMENT CUT

REPAIR DETAIL

STANDARD DETAIL

S-32


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

PLUG LOCATION

DETAIL

STANDARD DETAIL

S-33


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

UTILITY LOCATIONS

WITHIN R/W

STANDARD DETAIL

THRUST COLLAR

S-36


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

LIFT STATION DATA

JOB TITLE

STANDARD DETAIL

SHEET TITLE

DETAIL No. PS-1

DRN. BY:

CKD BY:

APPD. BY:

SCALE: N.T.S.

REV. NO. BY DATEEMI

DATE: JUNE 2018

FILE No. 18030\PS-1.DWG



FILE No. 18030\PS-2.dwg

DATE: SEPT 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

PS-2DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

LIFT STATION DETAIL

NOTES



DATE: SEPT 2018

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

PS-3DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

LIFT STATION SITE

LIFT STATION

PLAN VIEW

CIT

Y O

F H

OS

CH

TO

N W

AT

ER

&

S

EW

ER

D

EP

AR

TM

EN

TS

FILE

N

o. 18030\P

S-4.dw

g

DA

TE

: S

EP

T 2018

EM

ID

AT

EB

YR

EV

. N

O.

SC

ALE

: N

.T

.S

.

AP

PD

. B

Y:

CK

D B

Y:

DR

N. B

Y:

PS

-4

DE

TA

IL N

o.

SH

EE

T T

IT

LE

ST

AN

DA

RD

D

ET

AIL

JO

B T

IT

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LIF

T S

TA

TIO

N

PL

AN

V

IE

W

WE

TW

EL

L-V

AU

LT

CIT

Y O

F H

OS

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TO

N W

AT

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&

S

EW

ER

D

EP

AR

TM

EN

TS

FILE

N

o. 18030\P

S-5.dw

g

DA

TE

: S

EP

T 2018

EM

ID

AT

EB

YR

EV

. N

O.

SC

ALE

: N

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.

AP

PD

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Y:

CK

D B

Y:

DR

N. B

Y:

PS

-5

DE

TA

IL N

o.

SH

EE

T T

IT

LE

ST

AN

DA

RD

D

ET

AIL

JO

B T

IT

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LIF

T S

TA

TIO

N

SE

CT

IO

N V

IE

W

WE

TW

EL

L-V

AU

LT

LIFT STATION

SECTION VIEW

STANDARD DETAIL

PS-6


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

CHAIN LINK FENCE

& GATE DETAIL



DATE: JUNE 2018

EMI

DATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

PS-7DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

LIFT STATION

ACCESS DRIVEWAY

1" C

OP

PE

R S

ER

VIC

E

4" X

4" P

RE

SS

UR

E

TR

EA

TE

D W

OO

D

PO

ST

MO

UN

T P

OS

T

18" D

EE

P

IN

C

ON

CR

ET

E

WA

LL M

OU

NT

ED

TY

PE

S

TE

EL H

OS

E

HA

NG

ER

B

OLT

ED

TO

4" X

4" P

OS

T

50 LF

O

F 1-IN

CH

R

ED

R

UB

BE

R H

OS

E,

IT

EM

N

O. 69420 IN

U

SA

B

LU

E B

OO

K

OR

A

PP

RO

VE

D E

QU

AL.

ME

TE

R B

OX

T

O B

E

MO

DE

L # LB

75, F

LIP

-T

OP

EN

CLO

SU

RE

B

Y H

OT

B

OX

OR

A

PP

RO

VE

D E

QU

AL

28"L X

20"W

X

6"

TH

IC

K 2200 P

SI C

ON

C

SLA

B R

EQ

D

1" R

AD

IO

R

EA

D W

AT

ER

M

ET

ER

ME

TE

R C

OU

PLIN

G

WIT

H G

AS

KE

T

RE

DU

CE

D P

RE

SS

UR

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BA

CK

FLO

W P

RE

VE

NT

ER

;

MO

DE

L 375 B

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IN

S

ME

TE

R C

OU

PLIN

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WIT

H G

AS

KE

T

CU

RB

S

TO

P

6" #57 S

TO

NE

12

" M

IN

.

STANDARD DETAIL

PS-8


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

LIFT STATION

YARD HYDRANT

STANDARD DETAIL

PS-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

FORCE MAIN TO

MANHOLE CONNECTION

STANDARD DETAIL

PS-10


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

AIR/VACUUM

RELEASE VALVE

STANDARD DETAIL

BYPASS CONNECTION

PS-11


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

UNBALANCED TEE OR PLUG - PLAN

A

STANDARD DETAIL

JOB TITLE

W-1

THRUST BLOCKING DIMENSIONS

(200 psi LINE PRESSURE)


DETAIL No.

SHEET TITLE

FILE No. 18030\W-4.dwg

EMIBYREV. NO.

SCALE: N.T.S.

DRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018

DATE

B

TEE - PLAN

SECTION A

SECTION B

HORIZONTAL BEND - PLAN

VERTICAL BEND - ELEVATION

STANDARD DETAIL

JOB TITLE




SHEET TITLE


EMIBYREV. NO.

SCALE: N.T.S.

DRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018

DATE

SECTION C

REDUCER - PLAN

SECTION E


SHEET TITLE



DATE: JUNE 2018

APPD. BY:

CKD BY:

DRN. BY:


JOB TITLE

STANDARD DETAIL

SCALE: N.T.S.

REV. NO. BY DATEEMI

SECTION D

STANDARD DETAIL




CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.


STANDARD DETAIL

W-5


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

SAW CUT IN CURB

STANDARD DETAIL

FIRE HYDRANT ASSEMBLY

W-7


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

3-WAY FIRE HYDRANT PER SECTION 02645

NOTE:

1. INSTALL NON-METALLIC TAPE APPROXIMATELY 24" ABOVE PIPE.

2. NO FIRE HYDRANTS SHALL BE INSTALLED IN CONCRETE FINISHED

SURFACES OR IN SIDEWALK.

05/01/18A EMI

STANDARD DETAIL

VALVE BOX

W-8


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

STANDARD DETAIL

VALVE MARKER

W-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

BEFORE DIGGING

IN THIS AREA CALL

DESTRUCTION OF THIS SIGN

VIOLATES FEDERAL LAW

BEFORE DIGGING

IN THIS AREA CALL



BEFORE DIGGING

IN THIS AREA CALL



BEFORE DIGGING

IN THIS AREA CALL



CITY OF HOSCHTON

706-654-3034

CITY OF HOSCHTON

706-654-3034

CITY OF HOSCHTON

706-654-3034

STANDARD DETAIL

W-11


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

TAPPING SLEEVE

AND VALVE

STANDARD DETAIL

W-12

AIR RELEASE VALVE


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

SCALE: N.T.S.

REV. NO.


DATE: SEPT 2018

APPD. BY:

CKD BY:


DETAIL No.


W-13

STANDARD DETAIL

COMBINATION

AIR RELEASE AND

AIR VACUUM VALVE

STANDARD DETAIL

W-14


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

1 -INCH AND SMALLER

SERVICE CONNECTION

(WITH METER)

STANDARD DETAIL

W-15

CITY OF HOSCHTONWATER & SEWER DEPARTMENTS

DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

2-INCH SERVICE CONNECTION

(WITH METER)

STANDARD DETAIL

W-17


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEPT 2018


REV. NO.

SCALE: N.T.S.

SERVICE INSTALLATION

(PAVED ROADWAY)

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:


DETAIL No. W-19

STANDARD DETAIL

RPZ BACKFLOW PREVENTER


METER BOX TO BE

MODEL # LB75, FLIP-TOP

ENCLOSURE BY HOT BOX

OR APPROVED EQUAL

28"L X 20"W X 6"

THICK 2200 PSI CONC

SLAB REQD

REDUCED PRESSURE

BACKFLOW PREVENTER;

MODEL 375 BY WILKINS

SCALE: N.T.S.

REV. NO.


DATE: SEPT 2018

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI

JOB TITLE SHEET TITLE

DETAIL No. W-20

STANDARD DETAIL


3-INCH AND LARGER METER

CONNECTIONS

DOMESTIC USE ONLY

SCALE: N.T.S.

REV. NO.

FILE No. 18-030\W-21.dwg

DATE: JUNE 2006

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI

JOB TITLE SHEET TITLE

DETAIL No. W-21

STANDARD DETAIL

3-INCH AND LARGER METER

CONNECTIONS

FIRELINE ONLY


SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:


DETAIL No.


W-23

STANDARD DETAIL

CONCRETE RESTRAINT

ANCHOR

SCALE: N.T.S.

REV. NO.


DATE: SEPT 2018

APPD. BY:

CKD BY:


DETAIL No.


W-24

STANDARD DETAIL

CUL-DE-SAC LOOP

STANDARD DETAIL

W-25


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

MINOR CREEK CROSSING

INSTALL RIP RAP ON STREAM BANK

TO ORDINARY HIGH WATER MARK

ORDINARY HIGH WATER

MARK OF STREAM

DETAIL NOTES:

1. VEGETATION REMOVAL IN THE STREAM BUFFER SHALL BE LIMITED TO THE AMOUNT

NECESSARY FOR PIPELINE INSTALLATION.

2. ONCE PIPELINE INSTALLATION IS COMPLETE, STREAM BANKS AND SURROUNDING

DISTURBED AREAS SHALL BE RETURNED TO ORIGINAL GRADE (NOT TO EXCEED 1:1

MAXIMUM SLOPE). RIPRAP SHALL BE INSTALLED ON THE STREAM BANKS TO THE

ORDINARY HIGH WATER MARK. RIPRAP PLACED ON STREAM BANK SHALL BE HAND LAID.

NO RIPRAP SHALL BE INSTALL IN STREAM BED. DISTURBED AREAS IN THE BUFFER THAT

DO NOT RECEIVE RIPRAP SHALL IMMEDIATELY BE STABILIZED WITH PERMANENT

GRASSING WITH EXCELSIOR MATTING.

3. CONTRACTOR TO USE DUCTILE IRON RESTRAINED JOINT PIPE UNDER CREEK BED AND A

MINIMUM OF 20' PAST TOP OF BANK.

12" HAND LAID STONE

RIPRAP INSTALLED TO

ORDINARY HIGH WATER

MARK. DO NOT INSTALL

RIPRAP IN STREAM BED

DISTURBED AREAS IN THE STREAM BUFFER ABOVE THE

ORDINARY HIGH WATER MARK SHALL BE STABILIZED WITH

PERMANENT GRASS VEGETATION AND EXCELSIOR MATTING

RESTRAINED JOINT PIPE (TYP)

AS PER SPECIFICATION

SECTION 02660

DUCTILE IRON PIPE

4 FT. MINIMUM

TOPSOIL

EXISTING STREAM BED

STANDARD DETAIL

W-26


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

MAJOR CREEK CROSSING

WATERLINE TERMINATION WITH

VALVE, PLUG, AND ANCHOR

STANDARD DETAIL

W-31


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

SAMPLING STATION

STANDARD DETAIL

W-32


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

FLUSH HYDRANT

STANDARD DETAIL

W-33


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

DETAIL NOTES:

POST HYDRANTS SHALL BE NONFREEZING SELF-DRAINING TYPE WITH A MINIMUM 3 FT BURY.

HYDRANTS SHALL BE FURNISHED WITH A 2" FIP INLET, A NON-TURNING OPERATING

ROD, AND SHALL BE OPEN TO THE LEFT.

ALL OF THE WORKING PARTS SHALL BE OF BRONZE TO BRONZE DESIGN AND SHALL BE

SERVICEABLE FROM ABOVE GRADE WITH NO DIGGING.

OUTLET SHALL BE BRONZE AND BE 2 1/2" NST.

HYDRANTS SHALL BE LOCKABLE TO PREVENT UNAUTHORIZED USE.

HYDRANTS SHALL BE MAINGUARD NO 77 AS BY KUPFERLE FOUNDRY CO. OR APPROVED

EQUAL.

1.

2.

3.

4.

5.

6.

2-1/2" OUTLET W/ CAP

AND VENT

GROUND LINE

MAINGUARD 2"

BLOW-OFF HYDRANT;

3' MIN DEPTH OF BURY

UNDISTURBED EARTH OR

THRUST BLOCK

VALVE

NO. 57 STONE

2" BRASS STREET "L"

REDUCER AS REQ'D

STANDARD DETAILS - cityofhoschton.net · 1" copper service 4" x 4" pressuretreated wood post mount...

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