town of braselton water and sewer departments standard … standard water-sewer... ·...

Prepared by:

Town of BraseltonWater and Sewer Departments

Standard DetailsFor Construction of

Water, Sewer & Reuse Mains

February 2019

TOWN OF BRASELTON WATER & SEWER DEPARTMENTS

STANDARD CONSTRUCTION DETAILS

INDEX

SANITARY SEWER/GENERAL PIPELINE DETAILS

LIFT STATION DETAILS

REVISED FEBRUARY 2019



INDEX

WATER MAIN DETAILS


REUSE WATER MAIN DETAILS



INDEX



FILE No. 03033\S-1.dwg

DATE: SEP. 2004

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-1DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

STANDARD MANHOLE

1/9/09EMIA



DATE: SEP. 2004

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

S-2DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

MANHOLE INVERT

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BASE

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STONE

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STEPS

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(TYP.)

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SEAL & CLAMP

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RUBBER BOOT,

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OF AGGREGATE-MIX CEMENT WITH SMOOTH VENEER FINISH.

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MANHOLE WALL TO INVERT WALL HEIGHT AND CONSTRUCTED

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2. TABLES ARE TO BE GENTLY SLOPED AND TROWELED FROM

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SHEET 2 OF 4

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12"

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PLAN VIEW OF MANHOLE

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CONCRETE INVERT

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FORMED 3000psi

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%%uNOTES:

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IN ACCORDANCE WITH SECTION 02601-MANHOLES OF THE

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3. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM VACUUM TESTS

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TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION).

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1. A %%UMINIMUM%%U OF 0.2' (2/10') FALL ACROSS MANHOLE INVERT

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FROM INLET TO OUTLET IS REQUIRED.



DATE: SEP. 2004

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

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SHEET 3 OF 4

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26 1/8"

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24 1/8"

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28 1/2"

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35 7/8"

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7/8"

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1 1/2"

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2 1/4"

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6 15/16"

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5/8"

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2 1/2"

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1"

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1 1/2"

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26"

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1" RECESSED LETTERING

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RAISED FLUSH WITH SURFACE

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(1) OPEN PICKHOLE

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MATERIAL: CAST GRAY IRON ASTM A48, CLASS 35B

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FINISH UNPAINTED

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WEIGHT 276LBS. PER SET

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TOWN OF BRASELTON

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PER NEENAH FOUNDRY R-1642 WITH T-GASKET

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OR APPROVED EQUIVALENT BY TOWN

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YEAR

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SEWER

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COVER SHALL BE STAMPED WITH APPROPRIATE DESIGNATION

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4 EACH ANCHOR BOLTS-BOLTED TO MH, OR PRECAST IN PLACE.



DATE: SEP. 2004

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

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SHEET 4 OF 4

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26"

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3/4"

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1/8"

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1 1/2"

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5/8"

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1"

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26 3/8"

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28 1/8"

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24" MIN. OPENING

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28 1/2"

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29 1/8"

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36"

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1 3/4"

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1 1/2"

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5/8"

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5%%D

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1"

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7"

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(2) CONCEALED PKS. @ 180%%D APART

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TYPE "C" LID DESIGN

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BOLT LID TO FRAME w/ (4)

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1/2"-13 X 2 1/4" STNL. STL.

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HX HD BOLTS 90%%D APART

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ON A 23 3/4" B.C. DIA.

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(DRILL & TAP FRAME)

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1" RAISED LETTERS

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1/2" DIA. NEOPRENE GASKET

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WEIGHT 342 LBS. PER SET

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FINISH UNPAINTED

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YEAR

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TOWN OF BRASELTON

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PER NEENAH FOUNDRY R-1916-F WITH T-GASKET

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SEWER

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COVER SHALL BE STAMPED WITH APPROPRIATE DESIGNATION

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STANDARD DETAIL

S-5

DOGHOUSE MANHOLE


DETAIL No.

SHEET TITLEJOB TITLE EMIDATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

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EXISTING

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SEWER

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LINE

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PROPOSED

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SEWER

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LINE

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FORMED 3000psi

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CONCRETE INVERT

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FLOW

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STANDARD MANHOLE

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TOP PORTION OF PIPE SHALL NOT

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BE REMOVED UNTIL AUTHORIZED

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BY TOWN REPRESENTATIVE

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NOTE:

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4'-0"

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CONC. BASE

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NOTE:

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TABLES ARE TO BE

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GENTLY SLOPED AND

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TROWELED SMOOTH

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FROM MANHOLE WALL

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TO INVERT WALL HEIGHT

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AND CONSTRUCTED OF

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AGGREGATE-MIX CEMENT

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WITH SMOOTH VENEER

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FINISH.

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FORMED CLASS

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"B" CONCRETE

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INVERT

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PROVIDE PRECAST

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MANHOLE RISER COM-

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PLETE WITH UPSIDE

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DOWN U-SHAPED

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OPENINGS TO SUIT

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EXISTING LINES &

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STD. PRECAST OPENINGS

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TO SUIT PROPOSED

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LINES.

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PROPOSED LINE

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EXISTING PIPE

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3000psi CONCRETE

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POURED UNDER EX-

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ISTING SEWER LINE

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6" STONE

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BASE

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NEW PIPE SHALL BE LOCATED AT THE

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TOP OF INVERT TABLE.

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STANDARD MANHOLE

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SLOPE-1"/FT.

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STEPS

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#4 REBAR

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@ 12" E.W.

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OPENINGS BETWEEN EXISTING PIPE AND NEWLY INSTALLED DOGHOUSE MH SHALL BE SEALED WITH NON-SHRINK HYDRAULIC CEMENT.

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IN ACCORDANCE WITH SECTION 02601-MANHOLES, OF THE TOWN OF BRASELTON

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DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM VACUUM TESTS

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NOTE:

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STANDARD SPECIFICATIONS (LATEST EDITION)

09/13/181

STANDARD DETAIL

S-6

OUTSIDE DROP MANHOLE


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

AutoCAD SHX Text


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PIPE 1/2 CLOSED

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WITH BRICKS

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RUBBERIZED BOOT

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D.I.P. AND D.I. FITTINGS

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WITH MECHANICAL JOINTS

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3000psi

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CONCRETE

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1 JOINT OF D.I.P.

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%%uNOTE

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MANHOLE SHALL BE INSTALLED LIKE STANDARD PRECAST MANHOLE,

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EXCEPT FOR DROP.

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AN OUTSIDE DROP MANHOLE SHOULD BE PROVIDED FOR A SEWER ENTERING

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A MANHOLE AT AN ELEVATION OF 24 INCHES OR MORE ABOVE THE MANHOLE

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MAXIMUM ALLOWABLE DROP FOR LOWER INLET ON OUTSIDE DROP

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MANHOLES SHALL BE 24 INCHES.

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DIP SHALL BE COATED

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PER SPECIFICATION 18000

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INVERT. WHEN THE DIFFERENCE IN ELEVATION BETWEEN INCOMING SEWER

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AND MANHOLE INVERT IS LESS THAN 24 INCHES THE INVERT SHOULD

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FILLETED TO PREVENT SOLIDS DEPOSITION.

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6" MIN. 24" MAX

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ALL DROP MANHOLES SHALL BE COATED PER SPECIFICATION 02603

STANDARD DETAIL

S-7

LID GROUTING DETAIL


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

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RISER DETAIL

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TOP VIEW OF BRICK

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6" MAX.

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BRICK RISER

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COURSE COMMON

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CEMENT)

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(PORTLAND TYPE

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GROUT

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CONCRETE

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PAVING

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CONCRETE

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COVER

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GROUT JOINTS

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COMMON BRICKS

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TO FINISHED GRADE ARE REQUIRED.

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%%uNOTE:%%u BRICK SHALL BE USED WHEN UPWARD ADJUSTMENTS

STANDARD DETAIL

S-8

INVERT CONSTRUCTION


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

AutoCAD SHX Text

STEPS

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(TYP.)

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SEAL & CLAMP

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RUBBER BOOT,

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PLAN VIEW OF MANHOLE

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CONCRETE INVERT

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FORMED 3000psi

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%%uSOLID INVERT

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NOTE: 1. PRECAST INVERTS ARE ACCEPTABLE.

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2. A 0.2 FOOT DROP ACROSS INVERT REQUIRED.

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CONCRETE INVERT

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FORMED 3000psi

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NOTE:

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1/9/09EMIA

03/01/18B EMI

STANDARD DETAIL

S-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: MAY 2005


REV. NO.

SCALE: N.T.S.

CLASS "B"

BEDDING DETAIL

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BACKFILL

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HAND PLACED

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SELECTED BACKFILL

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1/2 OD; 4" MIN.

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1/2 OD

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2nd LAYER

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GENERAL

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(TAMPED)

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PIPE BELL

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2. SEE SPECIFICATIONS SECTION 02225(EARTHWORK FOR UTILITIES) FOR BEDDING

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MATERIALS.

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1. SEE SPECIFICATIONS SECTION 02225(EARTHWORK FOR UTILITIES) FOR TRENCH

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BACKFILLING METHODS AND MATERIALS.

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#12 AWG SOLID COPPER WIRE MIN. 12" ABOVE PIPE

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NOTES:

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HAUNCHING

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BEDDING

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BEDDING & HAUNCHING SHALL BE

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GRANULAR MATERIAL, IN ACCORDANCE

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WITH ASTM D2321.

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EXISTING GROUND

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12" MIN.

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WARNING TAPE

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NONMETALLIC

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2' ABOVE PIPE

STANDARD DETAIL

S-10


DETAIL No.


CKD BY:

APPD. BY:

DATE: MAY 2005


REV. NO.

SCALE: N.T.S.

CLASS "C"

BEDDING DETAIL

03/01/18EMIB

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2nd LAYER

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SELECTED BACKFILL

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HAND PLACED (TAMPED)

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GENERAL

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1/4 OD

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1/4 OD; 4" MIN.

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BACKFILL

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PIPE BELL

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COMPACTED STONE

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BEDDING MATERIALS.

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NOTES:

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EXISTING GROUND

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12" MIN.

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WARNING TAPE

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NONMETALLIC

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2' ABOVE PIPE

CLASS "D"

BEDDING DETAIL

SCALE: N.T.S.

REV. NO.


DATE: JANUARY 2006

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMIJOB TITLE SHEET TITLE

DETAIL No.


S-11

STANDARD DETAIL

1/9/09EMIA

03/01/18B EMI

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NOTES:

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BEDDING MATERIALS.

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4" MIN. COMPACTED

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TRENCH BACKFILL OR

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GROUND

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D

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UNDISTURBED SOIL

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HAND PLACED (TAMPED)

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SELECTED BACKFILL

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2nd LAYER

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BACKFILL

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GENERAL

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12" MIN.

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3. THIS DETAIL FOR DIP WATER MAINS ONLY.

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WARNING TAPE

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NONMETALLIC

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2' ABOVE PIPE

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SCALE: N.T.S.

REV. NO.


DATE: MARCH 2004

APPD. BY:

CKD BY:


DETAIL No.


S-15

STANDARD DETAIL

TYPICAL ROAD

BORE DETAIL

1/9/09EMIA

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NOTES:

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BORE PIT

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SIZE AND LOCATION)

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(SEE PLAN FOR

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CARRIER PIPE

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SIZE AND LOCATION)

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(SEE PLAN FOR

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STEEL CASING

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RECEIVING PIT

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PAVEMENT

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1. SEE SPECIFICATION SECTION 02300, BORING AND JACKING,

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FOR ADDITIONAL REQUIREMENTS.

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2' MIN.

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2' MIN.

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2. CONTRACTOR SHALL USE RESTRAINED JOINTS

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INSIDE CASING.

STANDARD DETAIL

S-16


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2006


REV. NO.

SCALE: N.T.S.

CASING DETAIL

1/9/09EMIA

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%%uEND SEAL DETAIL

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AND IN THE MIDDLE OF EACH JOINT OF PIPE.

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NOTE: SPACERS REQUIRED AT EACH END OF CASING, AT BELLS,

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%%uSPACER DETAIL

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STEEL CASING

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PIPE

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CARRIER

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PIPE

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45%%d

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PIPE

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STEEL CASING

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STAINLESS STEEL SPACER AS MFG. BY APS, INC. OR APPROVED EQUAL.

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SEAMLESS SYNTHETIC RUBBER SEAL, 1/8"MIN. THICKNESS W/ STAINLESS STEEL BANDING STRAPS(2EA.) AS MFG. BY APS, INC. OR APPROVED EQUAL.

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THIS DETAIL APPLIES TO BURIED APPLICATIONS ONLY.

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ABOVE GROUND INSTALLATIONS SHALL BE UV PROTECTED.

09/13/18C EMI

STANDARD DETAIL

S-17


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

SERVICE LATERAL

3/13/07EMIA

1/9/09EMIB

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SEWER MAIN

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(SEE PLAN FOR SIZE)

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NOTE: 1) A CLEANOUT SHALL BE PLACED ON SERVICE LATERALS AT EVERY BEND. 2) ON STRAIGHT RUNS OF SERVICE LATERALS, CLEAN OUTS SHALL BE PLACED BETWEEN PROPERTY LINE AND HOUSE WITH SPACING NOT TO EXCEED 80'. 3) MINIMUM SLOPE FOR SERVICE LATERALS IS 1.00%. 4) LATERALS SHALL BE 6" MINIMUM.

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PLAN VIEW

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TEE-WYE

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SEWER SERVICE LATERAL (SEE PLAN FOR SIZE) SDR 35 PVC LATERALS FOR RESIDENTIAL, COMMERCIAL & INDUSTRIAL APPLICATIONS.

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TOWN SIDE

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CUSTOMER SIDE

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CLEAN-OUT

STANDARD DETAIL

S-19


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

SERVICE STUB

MARKER DETAIL

1/9/09EMIA

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SERVICE STUB

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SEWER MAIN

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MH

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SERVICE STUB MARKER

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NOTE:

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SERVICE STUB MARKERS SHALL

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BE BURIED TO THE BOTTOM OF

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THE DITCH WITH 6' REMAINING

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SERVICE CLEANOUT SHALL BE LOCATED

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IN RIGHT-OF-WAY.

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TO TOP OF GROUND.

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MIN. 10' LONG PRESSURE TREATED 4X4 POST (PAINTED GREEN)

6" CLEANOUT DETAIL

AT P/L

SCALE: N.T.S.

REV. NO.


DATE: JUN. 2006

APPD. BY:

CKD BY:


DETAIL No.


S-20

STANDARD DETAIL

A 3/13/07EMI

01/22/19B EMI

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CUSTOMER SIDE

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TOWN SIDE

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6" PIPESERVICE STUB

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FLOW

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PVC ADAPTER

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6" X 4"

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4"%%c LATERAL

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4"

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FINISHED

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GRADE

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PLUG IF SEWER

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DOES NOT

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CONTINUE

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6"X6" COMBINATION

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DEPTH VARIES

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45%%D DEGREE FITTING

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CLEAN OUT WITH PLASTIC METER BOX. SEE SPECIFICATION 02736 FOR SPECIFIC REQUIREMENTS.

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12" #57 STONE

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BOX & LID SHALL BE FLUSH W/ FINAL GRADE

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±3" SEPARATION

STANDARD DETAIL

S-21


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

SEWER SERVICE MAIN

TAP DETAIL

A 3/13/07EMI

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6" SEWER

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SERVICE

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MAIN

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LINE

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NOT MORE

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THAN 20%%D

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SADDLE TAP

01/22/19A EMI

STANDARD DETAIL

S-22


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

4"Ø PIPE TO 6"Ø PIPE

INSTALLATION DETAIL

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6" PIPE

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SERVICE

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STUB

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FLOW

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4" PIPE

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LATERAL

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%%uNOTES:

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1. CONCRETE GROUT WILL NOT BE PERMITTED.

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2. BELL MUST BE REMOVED FROM 6" SERVICE STUB.

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3. DAMAGED END OF 6" STUB PIPE SHALL BE CUT STRAIGHT.

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4. ADDITIONAL 6" PIPE SHALL BE INSTALLED TO FIVE FEET BEYOND THE

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PROPERTY LINE, THE RIGHT-OF-WAY ON STREET, OR THE EASEMENT.

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6" x 4" PVC ADAPTER

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ADAPTER OR APPROVED

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EQUAL.

STANDARD DETAIL

S-24


DETAIL No.


CKD BY:

APPD. BY:

DATE: MAY 2006


REV. NO.

SCALE: N.T.S.

GREASE TRAP

DETAIL

A 3/13/07EMI

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PLAN VIEW

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SECTION - VIEW

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INLET

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OUTLET

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3 ea. BAFFLE WALLS - TYP.

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FINISHED GRADE

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PAVEMENT OR

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3-TRAFFIC RATED, 24" DIA OPENING, MANHOLE FRAMES AND COVERS ABOVE INLET, OUTLET, AND CENTER BAFFLE STAMPED "GREASE TRAP". SEE DETAIL S-3

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CLEAN OUT W/LONG SWEEP

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12"

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12"

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6"

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NOTES: 1. MINIMUM CAPACITY OF 1500 GALLONS FOR ALL GREASE TRAPS. 2. DEVELOPER MUST SUBMIT GREASE TRAP DESIGN PRIOR TO DEVELOPMENT PERMIT ISSUANCE. SEE DETAIL S-25 FOR MINIMUM DESIGN CAPACITIES. 3. DEVELOPER MUST DESIGN ANY GREASE TRAP IN ACCORDANCE WITH DEPARTMENT OF HUMAN RESOURCES PUBLIC HEALTH, CHAPTER 290-5-26, SECTION D, GREASE TRAPS. DEVELOPER TO SUBMIT CALCULATIONS WITH DESIGN DRAWINGS PRIOR TO PERMITTING.

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NOTE: TYPICAL SIZE FOR 1,500 GALLON GREASE TRAP IS 10'L X 5'W X 5'D.

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SEWER

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TEST MANHOLE

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DOMESTIC LINE

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CLEAN OUT

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6" MIN.

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TEST MANHOLE

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DOMESTIC LINE

STANDARD DETAIL

S-24A


DETAIL No.


CKD BY:

APPD. BY:

DATE: MAY 2006


REV. NO.

SCALE: N.T.S.

GREASE TRAP IN SERIES

DETAIL

A 3/13/07EMI

B 7/30/18EMI

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PLAN VIEW

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SECTION - VIEW

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INLET

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OUTLET

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3 ea. BAFFLE

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FINISHED GRADE

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PAVEMENT OR

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12"

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12"

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6"

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NOTES: 1. MINIMUM CAPACITY OF 1500 GALLONS PER EACH GREASE TRAP. 2. DEVELOPER MUST SUBMIT GREASE TRAP DESIGN PRIOR TO DEVELOPMENT PERMIT ISSUANCE. SEE DETAIL S-25 FOR MINIMUM DESIGN CAPACITIES. 3. DEVELOPER MUST DESIGN ANY GREASE TRAP IN ACCORDANCE WITH DEPARTMENT OF HUMAN RESOURCES PUBLIC HEALTH, CHAPTER 290-5-26, SECTION D, GREASE TRAPS. DEVELOPER TO SUBMIT CALCULATIONS WITH DESIGN DRAWINGS PRIOR TO PERMITTING.

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NOTE: TYPICAL SIZE FOR 1,500 GALLON GREASE TRAP IS 10'L X 5'W X 5'D.

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SEWER

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TEST MANHOLE

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DOMESTIC LINE

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CLEAN OUT

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6" MIN.

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TEST MANHOLE

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DOMESTIC LINE

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CLEAN OUT

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SECTION - VIEW

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INLET

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FINISHED GRADE

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PAVEMENT OR

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12"

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12"

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6"

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WALLS - TYP.

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3 ea. BAFFLE

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WALLS - TYP.

STANDARD DETAIL

S-25


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

GREASE TRAP

DESIGN CALCULATIONS

3/13/07EMIA

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WHERE:

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WHEN SIZING A GREASE TRAP.

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S x GS x HR/12 x LF = GREASE TRAP SIZE IN GALLONS

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1. RESTAURANTS

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THE FOLLOWING DESIGN EQUATIONS ARE TO BE USED

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%%UDESIGN CRITERIA

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MINIMUM SIZE: 1500 GALLONS

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S = NUMBER OF SEATS IN DINING AREA

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GS = GALLONS OF WASTEWATER PER SEAT

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(USE 25 GAL. PER SEAT MIN.)

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LF = LOADING FACTOR - 1.25 INTERSTATE FREEWAYS

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HR = NUMBER OF HOURS OPEN

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1.00 OTHER FREEWAYS

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1.00 RECREATIONAL AREAS

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0.80 MAIN HIGHWAYS

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0.50 OTHER HIGHWAYS

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NOTE:

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1. SEE TOWN OF BRASELTON ENGINEER FOR

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SEWAGE FLOW SCHEDULES AND ADDITIONAL INFORMATION.

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2. DEVELOPMENT PERMIT WILL NOT BE ISSUED WITHOUT

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APPROVED GREASE TRAP SIZING CALCULATIONS.

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2. HOSPITALS, NURSING HOMES, OTHER TYPE COMMERCIAL

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KITCHENS WITH VARIED SEATING CAPACITIES.

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WHERE:

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S = NUMBER OF SEATS IN DINING AREA

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GS = GALLONS OF WASTEWATER PER SEAT

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(USE 25 GAL. PER SEAT MIN.)

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HR = NUMBER OF HOURS OPEN

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LF = LOADING FACTOR - 1.25

STANDARD DETAIL

S-27


DETAIL No.


CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

NON-PIER AERIAL

D.I.P. SEWER LINE

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6'-0" MIN.

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6'-0" MIN.

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AS REQUIRED

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WITHOUT PIERS

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AERIAL SPAN

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RIP-RAP

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6'-0" MAX

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NOTES: 1. AERIAL CROSSINGS MUST BE APPROVED BY TOWN ENGINEER. 2. PIPE CONNECTIONS (I.E. JOINTS) SHALL NOT BE EXPOSED ON AERIAL LINES, EXCEPT WITH PIERS. 3. CASING IS REQUIRED ON ALL EXPOSED AERIAL LINES. 4. CASING SPACES & END SEALS PER DETAIL S-16 REQUIREDCASING SPACES & END SEALS PER DETAIL S-16 REQUIRED

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THRUST COLLAR SEE DETAIL S-36

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DUCTILE IRON CARRIER PIPE, COATED PER SPEC 18000

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THRUST COLLAR SEE DETAIL S-36

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STEEL CASING

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FLOW

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RESTRAINED JOINT

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RESTRAINED JOINT



DATE: SEP. 2004

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

1/9/09EMIA

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L

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C

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4 FT. TRENCH WIDTH (MAXIMUM)

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9" MAX.

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9" MAX.

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3000 P.S.I. CONCRETE

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12" MIN.

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12" MIN.

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EXISTING BASE COURSE OR GRASS SHOULDER

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EXISTING ASPHALT SURFACE OR GRASS SHOULDER

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2" HOT MIX ASPHALT WEARING COURSE APPLIED 7 DAYS AFTER BASE CONCRETE COURSE

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NOTCH EACH SIDE OF TRENCH 12" TO RECEIVE 3000 P.S.I. CONCRETE BASE

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8" MIN.

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GENERAL NOTES: 1. PROVIDE STRAIGHT VERTICAL SAW CUTS TO A NEAT LINE AS DIRECTED BY FIELD ENGINEER. 2. CONCRETE SURFACES TO BE CLEANED AND BITUMINOUS TACK OR PRIME COAT APPLIED BEFORE PLACEMENT OF ASPHALTIC TOPPING. 3. CONTRACTOR TO UTILIZE STEEL RUNNING PLATES OR OTHER APPROVED METHODS DURING CURING OF CONCRETE. PLATES TO BE REMOVED UPON SATISFACTION OF FIELD ENGINEER. 4. WHEN INSTALLING PIPELINE AT EDGE OF ROAD LANE-WITHIN 3-FEET OF EDGE WHEN INSTALLING PIPELINE AT EDGE OF ROAD LANE-WITHIN 3-FEET OF EDGE OF PAVEMENT, THIS PAVEMENT CUT AND REPLACEMENT MUST EXTEND AND INCLUDE THE ENTIRE WAY TO THE EDGE OF THE PAVEMENT. 5. SEE SPECIFICATION SECTIONS 02225 AND 02523 FOR ADDITIONAL INFORMATION AND PROCEDURES FOR PAVEMENT CUT AND REPAIR. 6. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH G.D.O.T. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, LATEST EDITION.

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2 FT. TRENCH WIDTH (MAXIMUM)

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CLASS B BEDDING SEE DETAIL

03/01/18A EMI

STANDARD DETAIL

S-32


DETAIL No.

SHEET TITLEJOB TITLEEMI

DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

PLUG LOCATION

DETAIL

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NEWLY INSTALLED

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SANITARY SEWER

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PROP. M.H.

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PLUG

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FROM PROPOSED

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DEVELOPMENT

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EXISTING SANITARY SEWER

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NEW DOGHOUSE/EXISTING M.H.

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MANHOLE COVER WITH LOCKING BOLT TO BE INSTALLED AND REMOVED ONLY BY TOWN OF BRASELTON (IF REQUIRED BY TOWN)

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NOTES: 1. TEST MANHOLE REQUIRED FOR COMMERCIAL & INDUSTRIAL DEVELOPMENT. 2. LOCATION TO BE APPROVED BY TOWN ENGINEER.

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NOTES: 1. FIRST SECTION OF PROPOSED SEWER LINE SHALL BE ISOLATED FROM THE REST OF THE PROPOSED SYSTEM. THE FIRST MANHOLE OF THE PROPOSED SYSTEM SHALL BE USED TO PUMP OUT ANY INFLOW/ INFILTRATION, MUD, ETC., THAT ENTERED DURING CONSTRUCTION. THE PLUGS SHALL NOT BE REMOVED UNTIL APPROVAL OF PROPOSED SEWER SYSTEM BY THE TOWN OF BRASELTON. 2. NEW/PROPOSED SEWER SYSTEM SHALL NOT BE CONNECTED TO EXISTING SEWER SYSTEM UNTIL APPROVED BY TOWN OF BRASELTON. ALL NEW PIPING SHALL BE CLEANED AND TESTED PER TOWN OF BRASELTON SPECIFICATINS(LATEST EDITION).

03/01/18C EMI

STANDARD DETAIL

S-33


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

UTILITY LOCATIONS

WITHIN R/W

A 3/13/07EMI

1/9/09EMIB

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IN ACCORDANCE WITH SECTION 02736-SANITARY SEWER, OF THE TOWN

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OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION)

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6. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM INSPECTION TESTS

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%%uNOTE:

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WITHIN THE R/W.

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TO OTHER UTILITIES, OR TO THE STREET IMPROVEMENTS

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5. EACH UTILITY SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE

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STANDARD STREET SPACING.

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4. IN CUL-DE-SAC STREETS, ALL DIMENSIONS SHALL BE THE SAME AS

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PAVEMENT CAN BE CUT FOR ANY PURPOSE.

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3. STREET OPENING PERMITS ARE REQUIRED BEFORE ANY COMPLETED

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MINIMIZE ANY POSSIBLE INTERFERENCE WITH LATERALS OR SERVICE LINES.

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2. IN GENERAL, THE DEEPEST UTILITIES SHOULD BE INSTALLED FIRST TO

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SHALL BE ROUGH GRADED AND ALL CONCRETE CURBING SET AT FINAL GRADES.

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1. BEFORE ANY UTILITY IS INSTALLED, THE ENTIRE WIDTH OF THE R/W

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4' MIN.

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3'

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2'

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2.5'

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1.5'

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2'

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2'

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8'

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6'

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4'

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1.5'

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2'

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2'

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8'

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6'

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4'

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1.5'

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3'

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2'

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4' MIN.

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1.5'

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R/W

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R/W

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14'

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10'

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14'

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10'

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R/W VARIES

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10.0

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5.5'

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CABLE TV

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GAS

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MAIN

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CABLE TV

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WATER MAIN

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TELEPHONE

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POWER CABLE

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POWER CABLE

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TELEPHONE

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10.0'

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UTILITY EASEMENT

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UTILITY EASEMENT

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C

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L

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IN CENTER OF

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10' EASEMENT

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IT IS RECOMMENDED THAT THE WATERLINES AND SEWER FORCEMAINS BE LOCATED ON OPPOSITE SIDES OF THE STREET IN THE UTILITY EASEMENT. MINIMUM SEPARATIONS FOR WATER AND SEWER FROM SECTION 2736 OF THE SPECIFICATIONS MUST BE FOLLOWED.

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3' MIN.

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SEWER

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ROAD

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IN CENTER OF

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FORCE MAIN OR

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REUSE LINE

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WATER MAIN

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IN CENTER OF

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10' EASEMENT

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FORCE MAIN OR

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REUSE LINE

STANDARD DETAIL

THRUST COLLAR

S-36


DETAIL No.


CKD BY:

APPD. BY:

DATE: JAN. 2001


REV. NO.

SCALE: N.T.S.

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3,000 PSI CONCRETE

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24" MIN.

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30" MIN

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UNDISTURBED SOIL

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6'-6" -MIN.

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CONCRETE ANCHOR NTS

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PLAN VIEW

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MEGA-LUG

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DEPTH = 12" ABOVE AND BELOW PIPE MINIMUM

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UNDISTURBED SOIL

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NOTE: DIMENSIONS SHOWN ARE MINIMUM ACCEPTABLE DIMENSIONS. DESIGN ENGINEER SHALL PROVIDE A THRUST COLLAR DETAIL APPROPRIATE FOR SPECIFIC PROJECT CONDITIONS ON THE PLANS.

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: AUGUST 2005

FILE No. 03033\PS-1.DWG


03/01/18A EMI


FILE No. 03033\PS-2.dwg

DATE: MAY 2005

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

A 09/13/18

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NOTES:

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5. ALL PIPING FROM PUMPS TO DISCHARGE

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OF VALVE VAULT TO BE FLANGED DIP.

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ACCORDANCE WITH ASTM C 913.

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4. VAULT SHALL BE REINFORCED CONCRETE (MIN. 3000 PSI) IN

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WS PRODUCTS.

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3. FOR ALL PIPE PENETRATIONS THROUGH CONCRETE WALLS USE LINK SEAL

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2. OUTSIDE ELECTRICAL CONTROL CENTER PANEL, NEMA 4 ENCLOSURE

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MADE OF BRUSHED ALUMINUM OR STAINLESS STEEL WITH NEOPRENE

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GASKETS AND LOCKS.

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1. SEE TOWN SPECIFICATIONS FOR APPROVED SUBMERSIBLE SEWAGE

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LIFT STATION.

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6. WETWELL SHALL BE COATED AS PER SPECIFICATIONS-SEE SECTION 02603.

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10. NOT ALL REQUIRED ITEMS ARE SHOWN.

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9. DETAIL AND ARRANGEMENT SHOWN AS MINIMUM GUIDELINES ONLY.

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7. ALL DIP SHALL HAVE INTERIOR COATING AS PER SPECIFICATION 18000. ALL DIP SHALL HAVE INTERIOR COATING AS PER SPECIFICATION 18000. 8. ALL DIP INSIDE THE WETWELL SHALL HAVE EXTERIOR COATING AS PER SPECIFICATION 18001.ALL DIP INSIDE THE WETWELL SHALL HAVE EXTERIOR COATING AS PER SPECIFICATION 18001.



DATE: FEBRUARY 2006

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

PS-3DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

LIFT STATION SITE

3/13/07EMIA

1/9/09EMIB

03/01/18C EMI

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%%UCONCRETE PAD DETAIL

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6" CONCRETE

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COMPACTED SUBGRADE

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ACCESS DRIVE MUST BE APPROVED BY TOWN. ADEQUATE ACCESS AND EASEMENTS MUST BE GIVEN TO TOWN FOR LIFT STATION.

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GENERATOR

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WETWELL

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VAULT

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ELECTRICAL PANELS

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PUMP CONTROL PANEL

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SCADA POLE/ANTENNA

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TRANSFER SWITCH/CIRCUIT BREAKERS/

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POWER CENTER/SURGE CONTROL/SCADA RTU

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4' MIN.

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4' MIN.

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10' CLEARANCE

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ALL SIDES

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LIGHT POLE

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GATE

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14' SLIDING

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YARD HYDRANT

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PREVENTER

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AND BACKFLOW

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D

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Y

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H

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WATER METER

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LOCATED

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AT R/W

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BYPASS CONNECTION

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SEE DETAIL PS-11

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DETAIL PS-7

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12' DRIVEWAY

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PAVEMENT.

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TO EXISTING

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TRANSFORMER/POWER DROP TO BE OUTSIDE FENCE AND OUT OF THE WAY OF THE ENTRANCE ACCESS.

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FENCED 49'X49'

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STATION TO BE

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MINIMUM.

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NOTE: DETAIL REPRESENTS GENERAL ARRANGEMENT REQUIREMENTS ONLY. EACH SITE IS DIFFERENT AND MAY REQUIRE SPECIFIC LAYOUT ADJUSTMENTS THAT SHALL BE SHOWN ON DESIGNER'S PROJECT SITE PLAN.

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MINIMUM

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50' X 50'

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DEDICATED SITE

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LOCATION TO BE

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FIELD DETERMINED

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FOR EACH SITE.

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SEE DETAIL PS-8

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FINISHED SURFACE SHALL BE CONCRETE PAD FROM FENCE TO FENCE

LIFT STATION

PLAN VIEW

TO

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A3/13/07

EM

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EM

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03/01/18

CE

MI

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CHECK VALVE

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PLUG VALVE

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DISMANTLING JOINT

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SUBMERSIBLE

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PUMPS

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WETWELL

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MJ TEE

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W/ MEGA-LUG

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ON ALL SIDES

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90 DEGREE ELBOW

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W/ MEGA-LUG

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ACCESS COVER

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PRECAST

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CONCRETE VAULT W/

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ALUM. HATCH

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SWING-ARM

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BYPASS CONNECTION

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SEE DETAIL PS-11

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OR DRESSER COUPLING

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PRESSURE GAUGE, 4 EACH ASHCROFT DURAGAUGE- 4 1/2" FACE, 0-200 PSI MODEL NO. 45-1279SS-02L-XLL-0-200 OR APPROVED EQUAL

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LIFT STATION

SECTION VIEW

A3/13/07

EM

I

B03/05/18

EM

I

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DIP INFLUENT

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SUBMERSIBLE

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PUMP

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ECCENTRIC REDUCER

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DIP

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DIP

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GROUT

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60%%D

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PRECAST WETWELL

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LINK SEAL

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LINK SEAL

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CHECK VALVE

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PLUG VALVE

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DISMANTLING JOINT OR DRESSER COUPLING

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PRECAST

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CONCRETE VAULT W/

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ACCESS STEPS

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OSHA APPROVED

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ALUM. HATCH

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FLAP VALVE

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CONCRETE

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SUPPORTS

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MIN. 12" #57 STONE

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MIN. 18" #57 STONE

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AS PER ASTM C-478

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LEVEL

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SENSOR

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PRESSURE GAUGE, 4 EACH

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DIP

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VENT

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CABLE HOLDER

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BYPASS CONNECTION

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SEE DETAIL PS-11

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PUMP OFF LEVEL = IE IN

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Min. 3" CAST IRON FLOOR DRAIN W/ TRAP AND DRAIN COVER

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1. Wetwell levels for pump-on-off based Wetwell levels for pump-on-off based on requirements set forth by ANSI/HI Standard 9.8-1998-American National Standard for Pump intake Design by the Hydraulic Institute. 2. Minimum submergence of pump intake Minimum submergence of pump intake based on requirements set forth by ANSI/HI Standard 9.8-1998-American National Standard for Pump intake Design by the Hydraulic Institute. 3. Over the life of the design, the Over the life of the design, the Roughness Factor C may range from C = 130 to C = 150.

A 6/1/18EMI

STANDARD DETAIL

PS-6


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

CHAIN LINK FENCE

& GATE DETAIL

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WIRE(TYP)

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BOTTOM

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8'

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IN CONCRETE

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POST SET

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10'(TYP)

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14' SLIDING GATE

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12"(TYP)

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3'(TYP)

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9 GAUGE FABRIC

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AND CORNER POST

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4"%%c GATE POST

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2 1/2"%%c LINE POST

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x

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x

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x

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6"X12" ALUMINUM SIGN SHALL BE MOUNTED ON FENCE GATE AS SHOWN

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3 STRANDS 12 GAUGE GALVANIZED BARBED

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WIRE ON 6" SPACING W/4 POINT BARBS

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TOP RAIL

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(TYP)

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12'

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FABRIC

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NOTES:

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1. PVC FENCE SLATS MAY BE REQUIRED AT SOME LOCATIONS AND AT THE DEVELOPERS OPTION AT OTHERS OR AS REQUIRED BY TOWN. 2. 7 GAUGE TENSION WIRES ARE REQUIRED AT THE TOP AND BOTTOM OF THE FENCE. 3. CONTRACTOR/DEVELOPER SHALL FURNISH GATE LOCK AND TWO KEYS - MASTER KEYED TO TOWN'S SYSTEM. 4. SLIDING GATES ON ROLLERS REQUIRED. 5. FENCE FINSH SHALL BE COATED WITH BLACK VINYL. 6. SIGN SHALL BE MOUNTED ON GATE STATING "NO TRESPASSING, TOWN OF BRASELTON SEWER DEPARTMENT STAFF ONLY. CALL 678-283-0437."

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CONCRETE PAD 6' BEYOND FENCE(TYP)

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9 GAUGE TENSION WIRE

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FENCE FABRIC TO BE FLUSH WITH GROUND



DATE: MAY 2005

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

PS-7DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

LIFT STATION

ACCESS DRIVEWAY

A 05/22/18EMI

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PAVEMENT SECTION NORMAL DUTY 2" ASPHALTIC CONCRETE TYPE "E" OR "F" PER GDOT SPECIFICATION 6" GRADED AGGREGATE BASE COURSE PER GDOT SPECIFICATION

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GENERAL NOTES: 1. COMPACT SUBGRADE TO 95% STANDARD PROCTOR PER ASTM D698. COMPACT SUBGRADE TO 95% STANDARD PROCTOR PER ASTM D698. 2. THE SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVY DUMP THE SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVY DUMP TRUCK FILLED WITH DIRT (20 TONS MIN.), FULLY LOADED SCRAPER OR A HEAVY RUBBER TIRED ROLLER AS RECOMMENDED BY THE TOWN REPRESENTATIVE. ANY AREAS SHOWING SPONGINESS OR PUMPING SHALL BE EXCAVATED TO REMOVE THE UNSUITABLE MATERIAL, REFILLED WITH SUITABLE MATERIAL, REROLLED AND TESTED.

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ACCESS ROAD

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12' MIN.

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2" ASPHALT

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6" G.A.B.

1" COPPER SERVICE

05/22/18

EM

IA

4" X 4" PRESSURE

TREATED WOOD

POST

MOUNT POST

18" DEEP

IN CONCRETE

WALL MOUNTED

TYPE STEEL HOSE

HANGER BOLTED

TO 4" X 4" POST

50 LF OF 1-INCH RED RUBBER HOSE,

ITEM NO. 69420 IN USA BLUE BOOK

OR APPROVED EQUAL.

ST

AN

DA

RD

D

ET

AIL

PS

-8

TO

WN

O

F B

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LT

ON

W

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&

S

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D

EP

AR

TM

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TS

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SH

EE

T T

IT

LE

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B T

IT

LE

EM

ID

AT

EB

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CK

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: S

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V. N

O.

SC

AL

E: N

.T

.S

.

LIF

T S

TA

TIO

N

YA

RD

H

YD

RA

NT

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

1" RADIO READ WATER METER

METER COUPLING

WITH GASKET

REDUCED PRESSURE

BACKFLOW PREVENTER;

MODEL 375 BY WILKINS

METER COUPLING

WITH GASKET

CURB STOP

6" #57 STONE

12" MIN.

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CONTRACTOR SHALL PROVIDE 2 EACH 25 LF 1" RUBBER HOSESECTION AT LIFT STATION

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2.

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NOTE:

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TOP OF METER MUST BE A MINIMUM OF 12" FROM THE TOP OF THE METER BOX.

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1.

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FITTING

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1/8" TAP

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PUMP ROD

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TAPPED FOR

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12"-18"

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CONNECTION

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1" HOSE

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12"

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26"

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24"

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YARD HYDRANT TO BE

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SIMMONS 800 SERIES

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FREEZE PROOF OR

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APPROVED EQUAL.

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GRANULAR MATERIAL

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1"%%C PIPE

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FOR BLEED

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CONNECTION

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METER BOX WITH RADIO READ UNDER MOUNT LID

STANDARD DETAIL

PS-9


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

FORCE MAIN TO

MANHOLE CONNECTION

04/15/18EMIB

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RUBBERIZED BOOT,

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SEAL AND CLAMP

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RUBBERIZED BOOT,

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SEAL AND CLAMP

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SLOPE

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OUTLET

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GRAVITY SEWER

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MID STREAM MANHOLE

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DEAD END MANHOLE

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OUTLET

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GRAVITY SEWER

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INLET

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FORCE MAIN

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90%%d BEND

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FLG. BELL MOUTH

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BE MODIFIED AS REQUIRED

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EXISTING TABLES SHALL

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INLET

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FORCE MAIN

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12" MIN.

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24" MAX.

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NOTES: 1. EXISTING MANHOLES SHALL BE CORED FOR FORCE MAIN INSTALLATION. NO MANHOLE SHALL BE CORED WITHOUT TOWN APPROVAL AND TOWN PERSONNEL ON SITE DURING THE CORING. 2. THE MANHOLE WHERE A FORCEMAIN TIES INTO SHALL BE COATED AS PER SPECIFICATION SECTION 2602, OR 2603. THIS APPLIES TO NEW MANHOLES AS WELL AS EXISTING ONES.

A 6/1/18EMI

STANDARD DETAIL

PS-10


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: SEP. 2004


REV. NO.

SCALE: N.T.S.

AIR/VACUUM

RELEASE VALVE

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CARBON FILTER INSERT

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SELF CLEANING STAINLESS STEEL BALL VALVE. (A.Y. MCDONALD OR APPROVED EQUAL)

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NOTE 1. SEE SPECIFICATIONS SECTION 02732 FOR TYPE AND SIZE OF AIR/VACUUM VALVE FOR SEWER FORCE MAINS. 2. CARBON FILTER INSERT SHALL BE "SWEETSTREET" MANHOLE ODOR CONTROL MODULE BY CONTINENTAL CARBON GROUP.

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6-FOOT MANHOLE WITH OFFSET ACCESS, FLAT TOP

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PIPE LINE; SEE PLAN FOR SIZE, & LOCATION

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FINISHED GRADE

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TEE

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GRAVEL #57

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STANDARD 6'-0" DIA. MANHOLE RISER SECTION

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STANDARD 24" DIA. HEAVY DUTY PERFORATED MANHOLE RING AND COVER

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6"-12" SPOOL

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AIR VACUUM RELEASE VALVE (TYP.)

STANDARD DETAIL

BYPASS CONNECTION

PS-11


DETAIL No.


CKD BY:

APPD. BY:

DATE: JANUARY 2006


REV. NO.

SCALE: N.T.S.

3/13/18EMIA

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CONCRETE COLLAR

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6" M.J. GATE VALVE

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HYDRANT TEE

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PIPE DIA. VARIES

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THRUST BLOCK PER BRASELTON SPECIFICATIONS (LATEST EDITION)

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6" DIPFE X PE

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VALVE BOX

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6" 90° DIP MJ X MJ ELBOW

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6" DIPSEE SITE PLAN FOR LENGTH

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6" 90°FLANGED ELBOW

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ANCHOR COUPLINGS

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MEGA LUG

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THRUST BLOCK PER BRASELTON SPECIFICATIONS (LATEST EDITION)

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NOTE: CONTRACTOR TO VERIFY THAT FLANGE IS COMPATIBLE WITH TOWN'S PORTABLE PUMP STATION DISCHARGE PIPING

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6" DIP BLINDFLANGE

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NOTE: DIRECTION/ORIENTATION OF BLIND FLANGE FACE TO BE DETERMINED BY SITE LAY OUT AND APPROVED BY TOWN WASTEWATER DEPT. PRIOR TO INSTALLATION.

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ANCHOR COUPLINGS

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. 03033 W-4.dwg

EMIBYREV. NO.

SCALE: N.T.S.

DRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004

DATE

B

TEE - PLAN

SECTION A

SECTION B

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UNDISTURBED SOIL (TYP)

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B

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B/2

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B/2

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45°

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D

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A

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X

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B

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B/2

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B/2

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45°

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X

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A

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X

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D

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SHEET 1 of 5

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NOTE: DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02660-"WATER DISTRIBUTION SYSTEMS", OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION).

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NOTE: MEGALUGS OR MJ-FIELD LOK WITH BLOCKING REQUIRED ON ALL FITTINGS.

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C/2

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C/2

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C

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D

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X

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C/2

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C/2

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C

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D

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X

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: MARCH 2004

DATE

SECTION C

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A

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D

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X

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C

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B/2

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B/2

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B

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X

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2/3 C

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1/3 C

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UNDISTURBED

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SOIL (TYP)

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W-2

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DETAIL No.

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B

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B/2

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B/2

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45°

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SHEET 2 of 5

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C/2

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C/2

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C

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D

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X

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REDUCER - PLAN

SECTION E


SHEET TITLE



DATE: MARCH 2004

APPD. BY:

CKD BY:

DRN. BY:


JOB TITLE

STANDARD DETAIL

SCALE: N.T.S.

REV. NO. BY DATEEMI

SECTION D

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45

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D

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B

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B/2

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B/2

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A

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C/2

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C/2

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C

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B/2

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B/2

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B

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2' +

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PIPE O.D.

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+ 2 FT.

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UNDISTURBED

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SOIL

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REDUCER

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FLOW

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E

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SHEET 3 of 5

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DETAIL No.

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W-3

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C/2

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C/2

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C

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D

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X

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D

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REDUCER

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STANDARD DETAIL




CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.


A 8/6/18EMI

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2. THE WATER LINE MUST BE LOWERED IN ORDER TO HAVE FIVE FEET (5') OF COVER

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AT THE BEND, TEE, REDUCER, OR PLUG AT ALL LOCATIONS WHERE THESE FITTINGS

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NOTES :

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1. BLOCKING SHALL BE 3000psi CONCRETE ; "SACKCRETE" WILL NOT BE ALLOWED.

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MAY BE UTILIZED.

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PRESSURE TESTS IN ACCORDANCE WITH SECTION 02660-WATER DISTRIBUTION

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SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS

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DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC

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3.

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W-4

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DETAIL No.

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SHEET 4 of 5

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(LATEST EDITION).

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4. MEGALUGS OR MJ-FIELD LOK WITH BLOCKING REQUIRED ON ALL FITTINGS.

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*

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*

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*

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*

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*

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*

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*

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*

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12" 1'-4" 4'-6" 3'-6" 2'-2"

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6" 0'-11" 2'-3" 2'-7" 1'-3"

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8" 1'-0" 4'-4" 2'-3" 1'-8"

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10" 1'-3" 4'-8" 3'-6" 1'-9"

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12" 1'-4" 6'-0" 3'-6" 2'-4"

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6" 1'-2" 2'-3" 2'-7" 1'-0"

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8" 1'-4" 4'-4" 2'-3" 1'-8"

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10" 1'-6" 4'-8" 3'-6" 1'-9"

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12" 1'-8" 6'-0" 3'-6" 2'-4"

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8" 0'-10" 1'-5" 1'-5" 1'-0"

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12" 1'-2" 3'-7" 2'-3" 1'-3"

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10" 1'-0" 2'-7" 2'-3" 1'-0"

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8" 0'-10" 1'-8" 2'-3" 1'-0"

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6" 0'-9" 1'-9" 1'-3" 1'-0"

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6" 0'-11" 2'-2" 2'-0" 1'-0"

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8" 1'-0" 3'-4" 2'-3" 1'-2"

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6" 0'-11" 3'-4" 2'-3" 1'-6"

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8" 1'-0" 3'-4" 2'-3" 1'-8"

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10" 1'-3" 3'-4" 3'-4" 1'-4"

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Size

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Pipe

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Soil Pressure = 2000 PSF

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Line Pressure = 200 PSI

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X

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A

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B

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C

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D

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A B C D

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X

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D

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C

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B

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A

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X

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11 1/4 DEGREE BEND

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90 DEGREE BEND

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45 DEGREE BEND

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22 1/2 DEGREE BEND

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Pipe

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Size

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Tee

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Unbalanced Tee & Plug

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6" 0'-9" 1'-0" 1'-0" 1'-0"

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10" 1'-0" 1'-8" 1'-8" 1'-0"

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12" 1'-2" 2'-0" 2'-0" 1'-0"

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10" 1'-3" 4'-0" 2'-3" 1'-11"

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12" 1'-4" 3'-9" 3'-6" 1'-8"

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Size

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Pipe

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5. PIPELINE UPSTREAM AND/OR DOWNSTREAM OF ALL FITTINGS SHALL BE RESTRAINED

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MJ-FIELD LOK GASKETS. SEE SHEET 4A FOR MINIMUM REQUIRED LENGTHS

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PER FITTINGS AND SIZES.

STANDARD DETAIL

PIPELINE RESTRAINT LENGTHS



CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

A 8/6/18EMI

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W-4A

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DETAIL No.

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SHEET 5 of 5

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HORIZONTAL 90 DEGREE BEND

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DIAMETER (INCHES)

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12"

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REQUIRED LENGTH OF RESTRAINED PIPE (FEET)

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10"

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6"

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8"

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120'

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90'

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80'

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60'

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* THE REQUIRED LENGTH OF RESTRAINED PIPE IS ON BOTH SIDES OF FITTING

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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50'

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40'

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30'

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20'

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VERTICAL 90 DEGREE BEND UP

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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120'

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90'

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80'

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60'

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TEE

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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80'

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70'

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60'

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40'

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* THE REQUIRED LENGTH OF RESTRAINED PIPE IS ON BRANCH SIDE OF FITTING

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REDUCER

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DIAMETER (INCHES)

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8" X 6"

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10" X 6"

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12" X 6"

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10" X 8"

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20'

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40'

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20'

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60'

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12" X 12"

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12" X 8"

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40'

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20'

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* THE REQUIRED LENGTH OF RESTRAINED PIPE IS ON LARGE SIZE PIPE

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DEADEND

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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80'

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70'

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60'

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40'

STANDARD DETAIL

W-5


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JANUARY 2009

FILE No. 03033\W-5.dwg

REV. NO.

SCALE: N.T.S.

SAW CUT IN CURB

A 01/21/19EMI

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ASPHALT

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CURB

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BACK OF CURB

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ASPHALT

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SAW-CUT LOCATION

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LETTER "L" OVER SEWER LATERAL-SPRAY PAINTED GREEN

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LETTER "W" OVER WATER SERVICE- SPRAY PAINTED BLUE

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LETTER "V" ADJACENT TO WATER VALVE-SPRAY PAINTED BLUE

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ASPHALT

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BACK OF CURB

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BACK OF CURB

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ASPHALT

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SEWER

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LATERAL

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SERVICE

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WATER

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TO WATER VALVE

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PERPENDICULAR

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SHALL BE ROUGH GRADED AND ALL CONCRETE CURBING INSTALLED AT GRADES.

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1. BEFORE ANY WATER LINE IS INSTALLED, THE ENTIRE WIDTH OF THE R/W

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2. ALL WATERLINES AND SEWER FORCEMAINS SHALL BE INSTALLED AT A MINIMUM

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4-FEET BELOW THE ELEVATION OF THE FINISHED GRADE.

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%%uNOTE:

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SAW CUT-%%P6" HIGH

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SAW CUT-%%P6" HIGH

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SAW CUT-%%P6" HIGH

STANDARD DETAIL

FIRE HYDRANT ASSEMBLY

W-7


DETAIL No.


CKD BY:

APPD. BY:

DATE: JAN. 2001


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

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VALVE BOX

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8 C.F.-#57 STONE

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12 GAGE COPPER DETECTION WIRE OUTSIDE OF BOX

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CONCRETE COLLAR

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COMPACTED BACKFILL

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6" M.J. GATE VALVE

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M.J. TEE

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PIPE DIA. VARIES

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THRUST BLOCK

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ANCHOR COUPLINGS ONLY WHERE THEY BOLT UP SOLID.

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CONCRETE COLLAR

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WRAP 3X

STANDARD DETAIL

VALVE BOX

W-8


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

05/01/18A EMI

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MJ GATE VALVE

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24" SQUARE OR ROUND 3000 psi CONCRETE OR PRECAST DOUGHNUT

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CAST IRON COVER

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VALVE BONNET OR EXTENSION AS REQUIRED

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12 GAGE COPPER DETECTION WIRE UP OUTSIDE OF BOX

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FINISH GRADE

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NOTES: 1. CAST IRON COVER TO BE STAMPED "WATER" FOR WATERLINE VALVES, "REUSE" FOR REUSELINE VALVES, AND "SEWER" FOR FORCEMAIN VALVES 2. INSTALL NON-METALLIC TAPE APPROXIMATELY 24" ABOVE PIPE 3. DEBRIS CAP MUST BE INSTALLED AT TOP OF VALVE BOX. 4. TRENCH ADAPTOR MAY BE INSTALLED IN PLACE OF VALVE BOX AND DEBRIS CAP. SEE SECTION 2660. 5. NO VALVE SHALL BE INSTALLED IN CONCRETE FINISHED SURFACE OR IN SIDEWALK.

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WRAP 3X

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COLLARD COVER SHALL BE FLUSH WITH FINISHED GRADE

STANDARD DETAIL

VALVE MARKER

W-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUN. 2006


REV. NO.

SCALE: N.T.S.

DESTRUCTION OF THIS SIGN

VIOLATES FEDERAL LAW

BEFORE DIGGING

IN THIS AREA CALL





01/23/19A EMI

BEFORE DIGGING

IN THIS AREA CALL

TOWN OF

BRASELTON

PHONE NUMBER

706-654-3915

BEFORE DIGGING

IN THIS AREA CALL

TOWN OF

BRASELTON

PHONE NUMBER

706-654-3915

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FINISH GRADE

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3'

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5.5'

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NOTES: 1. VALVE MARKER SHALL BE RHINO TRI-VIEW FLEX OR APPROVED EQUAL WITH DECAL ON ALL SIDES. SEE SPECIFICATION 02660 AND 02732 FOR MODEL NUMBER AND DETAILS. 2. VALVE MARKER SHALL BE BLUE FOR WATER VALVES, GREEN FOR FORCEMAIN VALVES, GREEN FOR SEWER, AND WHITE FOR REUSE VALVES. 3. DECAL SHALL BE 2-7/8" X 14" OR APPROVED EQUAL.

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TOWN APPROVED DECALS

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DECAL TO BE

STANDARD DETAIL

W-11


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

TAPPING SLEEVE

AND VALVE

A 7/30/18EMI

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FLANGED JOINT END

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TAPPING VALVE

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NOTES:

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MECHANICAL JOINT END

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FABRICATED STAINLESS STEEL TAPPING SLEEVE UNLESS SIZE ON SIZE, THEN A MECHANICAL JOINT TAPPING SLEEVE SHALL BE USED

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EXISTING WATER MAIN

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4 MIL. POLYETHYLENE WRAPPER BETWEEN PIPING & CONCRETE

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3000psi CONCRETE BLOCKING BEHIND AND UNDER TAPPING SLEEVE AND VALVE

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TAPPING SLEEVE TO BE PER STANDARD SPECIFICATIONS SECTION 2660. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02660-WATER DISTRIBUTION SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION)

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1. 2.

STANDARD DETAIL

W-12

AIR RELEASE VALVE


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

A 05/01/2018EMI

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STANDARD 6' FLAT MANHOLE TOP, OFFSET

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FINISHED GRADE

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TEE

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AIR RELEASE VALVE; SEE NOTE 1

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SELF CLEANING STAINLESS STEEL BALL VALVE (A.Y. MCDONALD OR APPROVED EQUAL)

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GRAVEL #57

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NOTE:

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1. SEE SPECIFICATIONS SECTIONS 02660 AND 02661 FOR TYPE AND SIZE OF AIR RELEASE VALVE.

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STANDARD 24" DIA. HEAVY DUTY PERFORATED MANHOLE RING AND COVER, BOLT DOWN

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6"-12" SPOOL

SCALE: N.T.S.

REV. NO.


DATE: MARCH 2004

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI

JOB TITLE SHEET TITLE

DETAIL No.


W-13

STANDARD DETAIL

COMBINATION

AIR RELEASE AND

AIR VACUUM VALVE

A 05/01/18EMI

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1. SEE SPECIFICATIONS SECTIONS 02660 AND 02661 FOR TYPE AND SIZE OF AIR RELEASE VALVE AND AIR\VACUUM VALVE.

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NOTE:

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STANDARD 6' FLAT MANHOLE TOP- OFFSET

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MIN 54"

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FINISHED GRADE

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TEE

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GRAVEL #57

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6" GRAVEL

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12" MIN

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STANDARD 24" DIA. HEAVY DUTY PERFORATED MANHOLE RING AND COVER, BOLTDOWN

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MIN 24"

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MIN 6"

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6"

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COMBINATION AIR RELEASE & AIR/VACCUUM VALVE; SEE NOTE 1

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6"-12" SPOOL

ST

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2004

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02/07/19

EM

IA

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TOWN SIDE

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CUSTOMER SIDE

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BACK OF 10' EASMENT

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TRACER WIRE

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RADIO READ WATER METER

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FINISHED GRADE OR SIDEWALK

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BACKFLOW PREVENTER

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20°

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SERVICE SADDLE

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WATER MAIN

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NOTE:

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1.

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CUSTOMER SHUTOFF VALVE AND BOX

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12" MIN

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CURB STOP

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BRASS NIPPLE

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CURB STOP SHALL BE LOCATED SO VALVE IS ACCESSIBLE AND CAN BE OPERATED.

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2.

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SEE SPECIFICATION 02665 FOR SPECIFIC REQUIREMENTS.

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3.

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SERVICE LINE IN CASING

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METERS SHALL BE SET BETWEEN SIDEWALKS AND HOUSE, AND IN BACK OF 10' UTILITY EASEMENTS WHERE APPLICABLE .

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4.

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12" OF #57 STONE

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BOTTOM OF THE METER SHALL BE ±2" ABOVEBOTTOM OF BOX

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WATERLINE ON OPPOSITE SIDE OF ROAD

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TRACER WIRE

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CORPORATION STOP

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ROADWAY NO SHOWN FOR CLARITY

STANDARD DETAIL

W-15


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

1 -INCH AND SMALLER SHORTSIDE

SERVICE CONNECTION

(WITH METER)

02/08/19EMIA

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TOWN SIDE

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CUSTOMER SIDE

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BACK OF 10' EASMENT

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BACKFLOW PREVENTER

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CORPORATION STOP

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90°

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SERVICE SADDLE

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WATER MAIN

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NOTE:

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1.

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12" MIN

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90° ANGLECURB STOP

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BRASS NIPPLE

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2.

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3.

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METERS AND WATERMAIN SHALL BE SET BETWEEN SIDEWALKS AND HOUSE, AND IN BACK OF 10' UTILITY EASEMENTS WHERE APPLICABLE .

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4.

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12" OF #57 STONE

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TRACER WIRE

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SERVICE LINE

STANDARD DETAIL

W-16


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JULY 2007


REV. NO.

SCALE: N.T.S.

2-INCH SERVICE CONNECTION

(WITH METER)

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TOWN SIDE

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CUSTOMER SIDE

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R/W

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SERVICE LINE

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2" COMPOUND RADIO READ WATER METER

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FINISHED GRADE

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CORPORATION STOP

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3/4" STRAP SADDLE

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WATER MAIN

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NOTE:

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1.

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2" BACKFLOW PREVENTOR

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METER BOX

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2.

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CURB STOP

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TRACER WIRE

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3.

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12" MIN

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12" OF #57 STONE

STANDARD DETAIL

W-17


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

SERVICE INSTALLATION

(PAVED ROADWAY)

A 02/08/19EMI

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L

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C

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R/W OR EASEMENT

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METER BOX

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METER BOX

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DITCH

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ROADWAY

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36" MIN.

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SERVICE LINE INSIDE CASING

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WATER MAIN

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SERVICE LINE

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1. 2. 3. 4. 5.

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METER BOXES TO BE PLACED ON BACK SIDE OF DITCH. ALL SERVICE LINES ARE TO BE PLACED OVER EXISTING GAS LINES. SEE SPECIFICATION 02665 FOR SPECIFIC REQUIREMENTS. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02660-WATER DISTRIBUTION SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION). SEE DETAIL W-14 FOR LONGSIDE SERVICES, AND W-15 FOR SHORTSIDE SERVICES.

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NOTES:

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4' MIN.

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SIDEWALK

SCALE: N.T.S.

REV. NO.


DATE: SEP. 2004

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


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

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NOTES:

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1. THE BACKFLOW PREVENTER ASSEMBLY SHALL BE OF THE REDUCED PRESSURE

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2. SHUT-OFF VALVE W/DRAIN TO BE INSTALLED IN METER BOX,

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W/ 2 C.F. CRUSHED STONE UNDERNEATH

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3. ALL PIPES AND FITTINGS 2" THROUGH 4" SHALL BE BRASS.

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ALL PIPE AND FITTINGS LARGER THAN 4" SHALL BE D.I.P. CL 350 MIN.

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ZONE TYPE.

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TO METER

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TO CUSTOMER

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2006

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No. W-20

STANDARD DETAIL


3-INCH AND LARGER METER

CONNECTIONS

DOMESTIC ONLY

A 9/13/18EMI

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NOTES::

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1. ALL PIPING INSIDE VAULT SHALL BE FLANGED. ALL PIPING INSIDE VAULT SHALL BE FLANGED. 2. MAINLINE METER SHALL BE NEPTUNE TRU/FLOW COMPOUND WITH BRONZE STRAINER- SIZE TO BE COORDINATED WITH TOWN, MAINLINE METER SHALL BE NEPTUNE TRU/FLOW COMPOUND WITH BRONZE STRAINER- SIZE TO BE COORDINATED WITH TOWN, METER SHALL FEATURE REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. METER MUST READ IN US GALLONS. SHOP DRAWING MUST BE SUBMITTED TO TOWN FOR APPROVAL PRIOR TO INSTALLATION. 3. DISMANTLING JOINT BY VIKING JOHNSON. DISMANTLING JOINT BY VIKING JOHNSON. 4. DOUBLE CHECK ASSEMBLY SHALL BE SERIES BY WATTS, AMES OR APPROVED EQUAL. DOUBLE CHECK ASSEMBLY SHALL BE SERIES BY WATTS, AMES OR APPROVED EQUAL. SHOP DRAWING MUST BE SUBMITTED TO TOWN FOR APPROVAL PRIOR TO INSTALLATION. 5. RADIO READ PAD SHALL BE MOUNTED ON TOP OF METER VAULT AS RADIO READ PAD SHALL BE MOUNTED ON TOP OF METER VAULT AS PER/MANUFACTURER'S RECOMMENDATIONS. 6. *VAULT SHALL BE SIZED AS PER MINIMUM CLEARANCES SHOWN. *VAULT SHALL BE SIZED AS PER MINIMUM CLEARANCES SHOWN.

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SEE SPECIFICATION 02665 FOR SPECIFIC REQUIREMENTS

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DOUBLE CHECK ASSEMBLY W/GATE VALVES

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*4' MIN

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MIN. SIZE DETERMINED BY DESIGNER

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MIN. 18" *CLEAR

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MIN. 18" CLEAR*

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12" TYP.

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12"

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GATE VALVE

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METER

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DISMANTLING JOINT

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MIN 6" CONC. SUPPORT

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*18"MIN

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2'x2' DRAIN AREA: STONE BASE TO BE FLUSH WITH BOTTOM 2'X2'X2' #57'S

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MIN. SIZE DETERMINED BY DESIGNER *5' MIN.

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D.I. PIPE

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MEGA LUG (TYP.)

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3/4" TIE ROD (TWO PER THRUST BLOCK TYP.)

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LINK-SEAL WS MODEL STEEL SLEEVE (TYP.)

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THRUST BLOCK (SEE DETAIL W-23)

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2'X2' DRAIN AREA

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MEGA LUG (TYP.)

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D.I. PIPE

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THRUST BLOCK (TYP.)

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COMPACTED #57 FOUNDATION STONE

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4'-0" X 4'-0" OPENING ALUMINUM ACCESS LOCKABLE HATCH TYPE JD-AL-H20 BY BILCO OR EQUAL

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REINFORCED CONCRETE (MIN. 3000 PSI) IN ACCORDANCE WITH ASTM C 858 AND ASTM C 913 FOR HS 20-44 WHEEL LOADING

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PLASTIC MANHOLE TYPE STEPS W/GRADE 60 REINFORCEMENT (TYP.)

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FINISHED GRADE

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METER

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FINISHED GRADE

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PLAN VIEW

SECTION VIEW

FIRELINE NOTES

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*4' MIN

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MIN. 18" CLEAR* TYP.

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12" TYP.

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12"

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GATE VALVE

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FIRE METER

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DISMANTLING JOINT

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*18"MIN

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D.I. PIPE

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MEGA LUG (TYP.)

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THRUST BLOCK (SEE DETAIL W-23)

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2'X2' DRAIN AREA

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D.I. PIPE

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FINISHED GRADE

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FINISHED GRADE

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SEE SPECIFICATION 02665 FOR SPECIFIC REQUIREMENTS FOR DOMESTIC LINE.

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FIRE METER

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DOMESTIC METER

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BACKFLOW PREVENTER

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SHUT OFF VALVE

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DOMESTIC LINE

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NOTE: DOMESTIC LINE NOT SHOWN FOR CLARITY.

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1. ALL FIRELINE PIPING INSIDE ALL FIRELINE PIPING INSIDE VAULT SHALL BE FLANGED. 2. MAINLINE METER SHALL BE MAINLINE METER SHALL BE NEPTUNE HIGH PROTECTUS III FIRE SERVICE METER- SIZE TO BE COORDINATED WITH TOWN, METER SHALL FEATURE REMOTE REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. METER MUST READ IN METER MUST READ IN US GALLONS. SHOP DRAWING MUST BE SUBMITTED TO TOWN FOR APPROVAL PRIOR TO INSTALLATION. 3. DISMANTLING JOINT BY VIKING DISMANTLING JOINT BY VIKING JOHNSON. 4. DOUBLE CHECK ASSEMBLY DOUBLE CHECK ASSEMBLY SHALL BE SERIES BY WATTS, AMES OR APPROVED EQUAL. SHOP MUST BE SUBMITTED TO TOWN FOR APPROVAL PRIOR TO INSTALLATION. 5. RADIO READ PAD SHALL BE RADIO READ PAD SHALL BE MOUNTED ON TOP OF METER VAULT AS PER/MANUFACTURER'S RECOMMENDATIONS. 6. *VAULT SHALL BE SIZED AS *VAULT SHALL BE SIZED AS PER MINIMUM CLEARANCES SHOWN. 7. ALL GATE VALVES SHALL HAVE ALL GATE VALVES SHALL HAVE RISING STEMS.

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SCALE: N.T.S.

REV. NO.


DATE: SEP. 2004

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No.


W-23

STANDARD DETAIL

CONCRETE RESTRAINT

ANCHOR

A 6/1/18EMI

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MJ GATE VALVE

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* DENOTES CONCRETE ANCHOR TO BE SET IN UNDISTURBED SOIL

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3000 psi CONCRETE

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3/4" STAINLESS STEEL ALL-THREAD ROD 4 EA. REQUIRED

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D

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MEGALUG

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MEGALUG

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MEGALUG

SCALE: N.T.S.

REV. NO.


DATE: SEP. 2004

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No.


W-24

STANDARD DETAIL

CUL-DE-SAC LOOP

A 3/13/07EMI

B 01/22/19EMI

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H

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Y

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D

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DIP WATERLINE, SEE PLANS FOR LOCATION AND SIZE. 8" MINIMUM.

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R/W

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R/W

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EP

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EP

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C

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L

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6" GATE VALVE

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FIRE HYDRANT

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8" DIP MINIMUM

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H

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Y

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D

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10' UTILITY EASEMENT

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HYDRANT SHALL BE LOCATED BEYOND LAST PROPERTY LINE

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P

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L

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8" X 6" TEE

STANDARD DETAIL

W-25


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


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

04-07-09GKB1

STANDARD DETAIL

W-26


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

MAJOR CREEK CROSSING

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WATER LEVEL

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BALL JOINT PIPE

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CONCRETE RESTRAINT ANCHOR SEE DETAIL S-36

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MIN.- 60 L.F. (3 JOINTS) RESTRAINED JOINTS, DIP

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MIN.- 60 L.F. (3 JOINTS) RESTRAINED JOINTS, DIP

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N.T.S.

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SPIGOT END OF RIVER CROSSING PIPE CONNECTED PUSH-ON DIP WITH RESTRAINED JOINT

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CONCRETE RESTRAINT ANCHOR SEE DETAIL S-36

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SPIGOT END OF RIVER CROSSING PIPE CONNECTED PUSH-ON DIP WITH RESTRAINED JOINT

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NOTES: 1. VALVES SHALL BE PROVIDED AT BOTH ENDS OF WATER CROSSINGS SO THAT THE SECTION CAN BE VALVES SHALL BE PROVIDED AT BOTH ENDS OF WATER CROSSINGS SO THAT THE SECTION CAN BE ISOLATED FOR TESTING OR REPAIR. VALVES SHALL BE EASILY ACCESSIBLE AND NOT SUBJECT TO FLOODING. 2. SAMPLING TAPS SHALL BE INSTALLED AT EACH END OF THE CROSSING, AND PERMANENT TAPS SAMPLING TAPS SHALL BE INSTALLED AT EACH END OF THE CROSSING, AND PERMANENT TAPS SHALL BE MADE FOR TESTING AND DETERMINING LEAKS.

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SAMPLING TAP

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GV

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GV

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SAMPLING TAP

WATERLINE TERMINATION WITH

VALVE, PLUG, AND ANCHOR

STANDARD DETAIL

W-31


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2006


REV. NO.

SCALE: N.T.S.

A 6/1/18EMI

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MEGALUG

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MEGALUG

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D

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3000 psi CONCRETE

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MJ GATE VALVE

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MEGALUG

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MJ PLUG

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AT END OF 20 L.F.

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DIP STUB OUT PAST VALVE

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MEGALUG

SAMPLING STATION

STANDARD DETAIL

W-32


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: July 2007


REV. NO.

SCALE: N.T.S.

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BRASS

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STANDPIPE

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IN PLACE OF 1/4" PET COCK

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WITH OPTIONAL 1/4" BALL VALVE

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COPPER VENT TUBE

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VALVE BOX

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SOFT K-TYPE

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3/4" DOMESTIC COPPER

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3/4" FORD F-600

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CORPORATION STOP

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CURBSTOP B11-333W

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FORD BALL VALVE

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3/4" FIP X COMPRESSION

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MIPT x COPPER

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3/4" ELBOW

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OF BURY

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24" DEPTH

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STATION

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SAMPLING

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ECLIPSE 88

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ALUMINUM HOUSING

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ALUMINUM BASE

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GROUND LINE

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SAMPLING STATIONS SHALL BE 24" BURY, WITH A 3/4" FIP INLET, AND A (3/4" HOSE OR UNTHREADED) NOZZLE. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NONREMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER SHALL FLOW IN AN ALL BRASS WATERWAY. ALL WORKING PARTS SHALL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. EXTERIOR PIPING SHALL BE BRASS. A COPPER VENT TUBE SHALL ENABLE EACH STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIAL GROWTH. SAMPLING STATION SHALL BE ECLIPSE NO. 88 BY KUPFERLE FOUNDRY, ST. LOUIS, MO.

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1.

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2.

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3.

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4.

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5.

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6.

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THREADED NIPPLE

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DEBRIS CAP

FLUSH HYDRANT

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W-33


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: July 2007


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 DETAIL

R-0


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018

FILE No. 03033\R-0.dwg

REV. NO.

SCALE: N.T.S.

REUSE

MINIMUM DESIGN STANDARDS

GENERAL NOTES

A 7/30/18EMI

UNBALANCED TEE OR PLUG - PLAN

A

STANDARD DETAIL

JOB TITLE

R-1




DETAIL No.

SHEET TITLE

FILE No. 03033 R-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

A 7/30/18EMI

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UNDISTURBED SOIL (TYP)

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B

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B/2

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B/2

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45°

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D

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A

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X

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B

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B/2

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B/2

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45°

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X

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A

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X

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D

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SHEET 1 of 5

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NOTE: DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02661-"REUSE WATER DISTRIBUTION SYSTEMS", OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION).

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C/2

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C/2

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C

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D

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X

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C/2

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C/2

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C

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D

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X

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: MARCH 2004

DATE

SECTION C

A 7/30/18EMI

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A

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D

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X

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C

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B/2

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B/2

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B

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X

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2/3 C

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1/3 C

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UNDISTURBED

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SOIL (TYP)

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R-2

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DETAIL No.

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B

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B/2

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B/2

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45°

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SHEET 2 of 5

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C/2

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C/2

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C

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D

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X

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REDUCER - PLAN

SECTION E


SHEET TITLE



DATE: MARCH 2004

APPD. BY:

CKD BY:

DRN. BY:


JOB TITLE

STANDARD DETAIL

SCALE: N.T.S.

REV. NO. BY DATEEMI

SECTION D

A 7/30/18EMI

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45

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D

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B

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B/2

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B/2

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A

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C/2

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C/2

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C

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B/2

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B/2

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B

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2' +

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PIPE O.D.

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+ 2 FT.

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UNDISTURBED

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SOIL

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REDUCER

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FLOW

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E

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SHEET 3 of 5

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DETAIL No.

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R-3

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C/2

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C/2

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C

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D

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X

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D

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REDUCER

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STANDARD DETAIL




CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.


A 7/30/18EMI

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R-4

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DETAIL No.

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SHEET 4 of 5

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*

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*

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*

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*

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*

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*

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*

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12" 1'-4" 4'-6" 3'-6" 2'-2"

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6" 0'-11" 2'-3" 2'-7" 1'-3"

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8" 1'-0" 4'-4" 2'-3" 1'-8"

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10" 1'-3" 4'-8" 3'-6" 1'-9"

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12" 1'-4" 6'-0" 3'-6" 2'-4"

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6" 1'-2" 2'-3" 2'-7" 1'-0"

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8" 1'-4" 4'-4" 2'-3" 1'-8"

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10" 1'-6" 4'-8" 3'-6" 1'-9"

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12" 1'-8" 6'-0" 3'-6" 2'-4"

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8" 0'-10" 1'-5" 1'-5" 1'-0"

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12" 1'-2" 3'-7" 2'-3" 1'-3"

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10" 1'-0" 2'-7" 2'-3" 1'-0"

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8" 0'-10" 1'-8" 2'-3" 1'-0"

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6" 0'-9" 1'-9" 1'-3" 1'-0"

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6" 0'-11" 2'-2" 2'-0" 1'-0"

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8" 1'-0" 3'-4" 2'-3" 1'-2"

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6" 0'-11" 3'-4" 2'-3" 1'-6"

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8" 1'-0" 3'-4" 2'-3" 1'-8"

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10" 1'-3" 3'-4" 3'-4" 1'-4"

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Size

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Pipe

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X

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A

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B

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C

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D

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A B C D

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X

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D

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C

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B

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A

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X

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11 1/4 DEGREE BEND

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90 DEGREE BEND

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45 DEGREE BEND

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22 1/2 DEGREE BEND

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Pipe

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Size

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Tee

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Unbalanced Tee & Plug

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6" 0'-9" 1'-0" 1'-0" 1'-0"

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10" 1'-0" 1'-8" 1'-8" 1'-0"

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12" 1'-2" 2'-0" 2'-0" 1'-0"

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10" 1'-3" 4'-0" 2'-3" 1'-11"

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12" 1'-4" 3'-9" 3'-6" 1'-8"

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Size

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Pipe

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2. THE REUSE LINE MUST BE LOWERED IN ORDER TO HAVE FIVE FEET (5') OF COVER

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AT THE BEND, TEE, REDUCER, OR PLUG AT ALL LOCATIONS WHERE THESE FITTINGS

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NOTES :

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1. BLOCKING SHALL BE 3000psi CONCRETE ; "SACKCRETE" WILL NOT BE ALLOWED.

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MAY BE UTILIZED.

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PRESSURE TESTS IN ACCORDANCE WITH SECTION 02661-REUSE WATER DISTRIBUTION

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SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS

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DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC

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3.

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(LATEST EDITION).

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4. MEGALUGS OR MJ-FIELD LOK WITH BLOCKING REQUIRED ON ALL FITTINGS.

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*

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5. PIPELINE UPSTREAM AND/OR DOWNSTREAM OF ALL FITTINGS SHALL BE RESTRAINED

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MJ-FIELD LOK GASKETS. SEE SHEET 4A FOR MINIMUM REQUIRED LENGTHS

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PER FITTINGS AND SIZES.

STANDARD DETAIL

PIPELINE RESTRAINT LENGTHS



DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

A 7/30/18EMI

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R-4A

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DETAIL No.

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SHEET 5 of 5

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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120'

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90'

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80'

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60'

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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50'

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40'

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30'

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20'

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VERTICAL 90 DEGREE BEND UP

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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120'

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90'

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80'

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60'

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TEE

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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80'

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70'

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60'

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40'

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* THE REQUIRED LENGTH OF RESTRAINED PIPE IS ON BRANCH SIDE OF FITTING

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REDUCER

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DIAMETER (INCHES)

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8" X 6"

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10" X 6"

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12" X 6"

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10" X 8"

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20'

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40'

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20'

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60'

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12" X 12"

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12" X 8"

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40'

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20'

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* THE REQUIRED LENGTH OF RESTRAINED PIPE IS ON LARGE SIZE PIPE

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DEADEND

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DIAMETER (INCHES)

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12"

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10"

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6"

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8"

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80'

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70'

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60'

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40'

STANDARD DETAIL

R-5


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

SAW CUT IN CURB

A 1/23/19EMI

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ASPHALT

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CURB

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SAW-CUT LOCATION

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ASPHALT

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BACK OF CURB

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BACK OF CURB

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ASPHALT

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SERVICE

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WATER

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TO WATER VALVE

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PERPENDICULAR

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SHALL BE ROUGH GRADED AND ALL CONCRETE CURBING INSTALLED AT GRADES.

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1. BEFORE ANY WATER LINE IS INSTALLED, THE ENTIRE WIDTH OF THE R/W

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2. ALL REUSE WATERLINES SHALL BE INSTALLED AT A MINIMUM

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4-FEET BELOW THE ELEVATION OF THE FINISHED GRADE.

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%%uNOTE:

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SAW CUT-%%P6" HIGH

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SAW CUT-%%P6" HIGH

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LETTER "R" OVER REUSE SERVICE- SPRAY PAINTED PURPLE

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LETTER "V" ADJACENT TO REUSE VALVE-SPRAY PAINTED PURPLE

STANDARD DETAIL

REUSE VALVE BOX

R-8


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

A 7/30/18EMI

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MJ GATE VALVE

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24" SQUARE OR ROUND 3000 psi CONCRETE OR PRECAST DOUGHNUT

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CAST IRON COVER

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VALVE BONNET OR EXTENSION AS REQUIRED

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12 GAGE COPPER DETECTION WIRE UP OUTSIDE OF BOX

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FINISH GRADE

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NOTES: 1. CAST IRON COVER TO BE STAMPED "REUSE" FOR REUSELINE VALVES. 2. INSTALL NON-METALLIC TAPE APPROXIMATELY 24" ABOVE PIPE 3. DEBRIS CAP MUST BE INSTALLED AT TOP OF VALVE BOX. 4. TRENCH ADAPTOR MAY BE INSTALLED IN PLACE OF VALVE BOX AND DEBRIS CAP. SEE SECTION 2661. 5. NO VALVE SHALL BE INSTALLED IN CONCRETE FINISHED SURFACE OR IN SIDEWALK. 6. VALVE BOX & COVER SHALL BE PAINTED PANTONE PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT.

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WRAP 3X

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COLLAR AND COVER SHALL BE FLUSH W/

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FINISHED GRADE

STANDARD DETAIL

REUSE VALVE MARKER

R-9


DETAIL No.


CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.



BEFORE DIGGING

IN THIS AREA CALL



A 1/23/19EMI

BEFORE DIGGING

IN THIS AREA CALL

TOWN OF

BRASELTON

PHONE NUMBER

706-654-3915

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FINISH GRADE

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NOTES: 1. VALVE MARKER SHALL BE RHINO TRI-VIEW FLEX OR APPROVED EQUAL WITH DECAL ON ALL SIDES. SEE SPECIFICATION 02661 FOR MODEL NUMBER. 2. VALVE MARKER SHALL BE PANTON PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT. 3. DECAL SHALL BE 2-7/8" X 14" OR APPROVED EQUAL.

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TOWN APPROVED DECAL

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DECAL TO BE

STANDARD DETAIL

R-10


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

TAPPING SLEEVE

AND VALVE

A 7/30/18EMI

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FLANGED JOINT END

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TAPPING VALVE

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NOTES:

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MECHANICAL JOINT END

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FABRICATED STAINLESS STEEL TAPPING SLEEVE UNLESS SIZE ON SIZE, THEN A MECHANICAL JOINT TAPPING SLEEVE SHALL BE USED

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EXISTING WATER MAIN

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4 MIL. POLYETHYLENE WRAPPER BETWEEN PIPING & CONCRETE

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3000psi CONCRETE BLOCKING BEHIND AND UNDER TAPPING SLEEVE AND VALVE

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TAPPING SLEEVE TO BE PER STANDARD SPECIFICATIONS SECTION 2661. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02661-REUSE WATER DISTRIBUTION SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION)

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1. 2.

STANDARD DETAIL

R-11

REUSE AIR RELEASE VALVE


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

A 7/30/18EMI

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STANDARD 6' FLAT MANHOLE TOP, OFFSET

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FINISHED GRADE

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TEE

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AIR RELEASE VALVE; SEE NOTE 1

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GRAVEL #57

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NOTE:

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1. SEE SPECIFICATIONS SECTIONS 02661 FOR TYPE AND SIZE OF AIR RELEASE VALVE.

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STANDARD 24" DIA. HEAVY DUTY PERFORATED MANHOLE RING AND COVER, BOLT DOWN- SEE DETAIL R-14

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6"-12" SPOOL

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2. ALL PIPE & VALVES SHALL BE PAINTED PANTONE PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No.


R-12

STANDARD DETAIL

REUSE

COMBINATION

AIR RELEASE AND

AIR VACUUM VALVE

A 7/30/18EMI

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1. SEE SPECIFICATIONS SECTIONS 02661 FOR TYPE AND SIZE OF AIR RELEASE VALVE AND AIR\VACUUM VALVE.

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NOTE:

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STANDARD 6' FLAT MANHOLE TOP- OFFSET

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MIN 54"

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FINISHED GRADE

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TEE

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GRAVEL #57

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6" GRAVEL

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12" MIN

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STANDARD 24" DIA. HEAVY DUTY PERFORATED MANHOLE RING AND COVER, BOLT DOWN- SEE DETAIL R-13

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MIN 24"

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MIN 6"

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6"

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COMBINATION AIR RELEASE & AIR/VACCUUM VALVE; SEE NOTE 1

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6"-12" SPOOL

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2. ALL PIPE & VALVES SHALL BE PAINTED PANTONE PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT

A 7/30/18EMI



DATE: JUNE

EMIDATEBYREV. NO.

SCALE: N.T.S.

APPD. BY:

CKD BY:

DRN. BY:

R-13DETAIL No.

SHEET TITLE

STANDARD DETAIL

JOB TITLE

REUSE

MANHOLE COVER

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26"

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3/4"

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1/8"

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1 1/2"

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5/8"

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1"

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26 3/8"

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28 1/8"

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24" MIN. OPENING

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28 1/2"

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29 1/8"

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36"

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1 3/4"

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1 1/2"

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5/8"

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5%%D

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1"

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7"

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(2) CONCEALED PKS. @ 180%%D APART

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TYPE "C" LID DESIGN

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BOLT LID TO FRAME w/ (4)

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1/2"-13 X 2 1/4" STNL. STL.

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HX HD BOLTS 90%%D APART

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ON A 23 3/4" B.C. DIA.

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(DRILL & TAP FRAME)

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1" RAISED LETTERS

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1/2" DIA. NEOPRENE GASKET

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WEIGHT 342 LBS. PER SET

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FINISH UNPAINTED

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PERFORATED

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YEAR

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TOWN OF BRASELTON

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PER NEENAH FOUNDRY R-1916-F WITH T-GASKET

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RECLAIMED WATER

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COVER SHALL BE STAMPED WITH RECLAIMED WATER

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ST

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AIL

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2004

FILE

N

o. 03033\R

-14.dw

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RE

V. N

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SC

ALE

: N

.T

.S

.

RE

US

E 1 -IN

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A

ND

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MA

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E C

ON

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(W

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)

02/07/19

EM

IA

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TOWN SIDE

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CUSTOMER SIDE

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BACK OF 10' EASMENT

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TRACER WIRE

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BACKFLOW PREVENTER

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20°

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SERVICE SADDLE

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REUSE MAIN

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NOTE:

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12" MIN

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CURB STOP

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BRASS NIPPLE

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SERVICE LINE IN CASING

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12" OF #57 STONE

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WATERLINE ON OPPOSITE SIDE OF ROAD

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TRACER WIRE

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CORPORATION STOP

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ROADWAY NO SHOWN FOR CLARITY

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1.

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2.

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3.

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4.

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METER BOX SHALL BE PANTONE PURPLE AND READ "RECLAIMED WATER"

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5.

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CORPORATION STOP AND CURB STOP SHALL BE STAMPED WITH THE WORDS "RECLAIMED WATER" BY MANUFACTURER.

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6.

STANDARD DETAIL

R-15


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: MARCH 2004


REV. NO.

SCALE: N.T.S.

REUSE 1 -INCH AND SMALLER

SHORTSIDE

SERVICE CONNECTION

(WITH METER)

02/08/19EMIA

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TOWN SIDE

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CUSTOMER SIDE

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BACK OF 10' EASMENT

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BACKFLOW PREVENTER

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CORPORATION STOP

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90°

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SERVICE SADDLE

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WATER MAIN

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NOTE:

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12" MIN

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90° ANGLECURB STOP

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BRASS NIPPLE

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12" OF #57 STONE

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TRACER WIRE

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SERVICE LINE

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1.

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2.

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3.

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4.

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METER BOX SHALL BE PANTONE PURPLE AND READ "RECLAIMED WATER"

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5.

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6.

STANDARD DETAIL

R-16


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

REUSE 2-INCH SERVICE

CONNECTION

(WITH METER)

A 7/30/18EMI

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TOWN SIDE

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CUSTOMER SIDE

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R/W

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SERVICE LINE

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2" COMPOUND RADIO READ WATER METER

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FINISHED GRADE

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CORPORATION STOP

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3/4" STRAP SADDLE

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WATER MAIN

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NOTE:

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1.

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2.

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CURB STOP

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TRACER WIRE

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3.

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12" OF #57 STONE

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METER BOX AND LID SHALL BE PANTONE PURPLE AND READ "RECLAIMED WATER"

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4.

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5.

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STANDARD DETAIL

R-17


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

REUSE

SERVICE INSTALLATION

(PAVED ROADWAY)

A 02/09/19EMI

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1. 2. 3. 4. 5.

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METER BOXES TO BE PLACED ON BACK SIDE OF DITCH. ALL SERVICE LINES ARE TO BE PLACED OVER EXISTING GAS LINES. SEE SPECIFICATION 02666 FOR SPECIFIC REQUIREMENTS. DEVELOPER/CONTRACTOR IS REQUIRED TO PERFORM HYDROSTATIC PRESSURE TESTS IN ACCORDANCE WITH SECTION 02661-REUSE WATER DISTRIBUTION SYSTEMS, OF THE TOWN OF BRASELTON STANDARD SPECIFICATIONS (LATEST EDITION). SEE DETAIL R-14 FOR LONGSIDE SERVICES, AND R-15 FOR SHORTSIDE SERVICES.

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NOTES:

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L

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C

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R/W OR EASEMENT

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METER BOX

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METER BOX

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DITCH

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ROADWAY

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36" MIN.

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SERVICE LINE INSIDE CASING

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REUSE MAIN

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SERVICE LINE

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4' MIN.

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SIDEWALK

SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No. R-20

STANDARD DETAIL

REUSE

3-INCH AND LARGER METER

CONNECTIONS


A 7/30/18EMI

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NOTES::

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1. ALL PIPING INSIDE VAULT SHALL BE FLANGED. ALL PIPING INSIDE VAULT SHALL BE FLANGED. 2. MAINLINE METER SHALL BE NEPTUNE WITH BRONZE STRAINER- SIZE AND TYPE COORDINATED WITH TOWN, MAINLINE METER SHALL BE NEPTUNE WITH BRONZE STRAINER- SIZE AND TYPE COORDINATED WITH TOWN, METER SHALL FEATURE REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. METER SHALL FEATURE REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. REMOTE READING SYSTEM - PROREAD AUTO DETECT WITH R-900 RF PIT MIU. METER MUST READ IN US GALLONS. SHOP DRAWING MUST BE SUBMITTED TO TOWN FOR METER MUST READ IN US GALLONS. SHOP DRAWING MUST BE SUBMITTED TO TOWN FOR APPROVAL PRIOR TO INSTALLATION. APPROVAL PRIOR TO INSTALLATION. 3. DISMANTLING JOINT BY VIKING JOHNSON. DISMANTLING JOINT BY VIKING JOHNSON. 4. RADIO READ PAD SHALL BE MOUNTED ON TOP OF METER VAULT AS RADIO READ PAD SHALL BE MOUNTED ON TOP OF METER VAULT AS PER/MANUFACTURER'S RECOMMENDATIONS. PER/MANUFACTURER'S RECOMMENDATIONS. 5. *VAULT SHALL BE SIZED AS PER MINIMUM CLEARANCES SHOWN. *VAULT SHALL BE SIZED AS PER MINIMUM CLEARANCES SHOWN. 6. SHALL BE PAINTED PANTON PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT SHALL BE PAINTED PANTON PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT

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METER

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*4' MIN

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MIN. 18" *CLEAR

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MIN. 18" CLEAR*

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12" TYP.

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12"

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GATE VALVE

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METER

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DISMANTLING JOINT

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*18"MIN

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D.I. PIPE

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MEGA LUG (TYP.)

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THRUST BLOCK (SEE DETAIL R-23)

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2'X2' DRAIN AREA

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MEGA LUG (TYP.)

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D.I. PIPE

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FINISHED GRADE

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FINISHED GRADE

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SEE SPECIFICATION 02666 FOR SPECIFIC REQUIREMENTS

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THRUST BLOCK (TYP.)

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SCALE: N.T.S.

REV. NO.


DATE: JUNE 2018

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No.


R-23

STANDARD DETAIL

REUSE

CONCRETE RESTRAINT

ANCHOR

A 7/30/18EMI

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MJ GATE VALVE

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* DENOTES CONCRETE ANCHOR TO BE SET IN UNDISTURBED SOIL

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3000 psi CONCRETE

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D

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MEGALUG

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MEGALUG

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MEGALUG

SCALE: N.T.S.

REV. NO.


DATE: SEP. 2004

APPD. BY:

CKD BY:

DRN. BY: BY DATEEMI


DETAIL No.


R-24

STANDARD DETAIL

REUSE

CUL-DE-SAC LOOP

A 01/21/19EMI

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DIP REUSE WATERLINE, SEE PLANS FOR LOCATION AND SIZE.

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R/W

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R/W

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EP

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EP

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C

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L

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H

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Y

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D

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10' UTILITY EASEMENT

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FLUSHING HYDRANT SHALL BE LOCATED BEYOND LAST PROPERTY LINE

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P

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L

REUSE WATERLINE

TERMINATION WITH

VALVE, PLUG, AND ANCHORSTANDARD DETAIL

R-31


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JULY 2018


REV. NO.

SCALE: N.T.S.

A 7/30/18EMI

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MEGALUG

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MEGALUG

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D

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3000 psi CONCRETE

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MJ GATE VALVE

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MEGALUG

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MJ PLUG

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AT END OF 20 L.F.

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DIP STUB OUT PAST VALVE

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MEGALUG

REUSE

SAMPLING STATION

STANDARD DETAIL

R-32


DETAIL No.


DATEBYDRN. BY:

CKD BY:

APPD. BY:

DATE: JUNE 2018


REV. NO.

SCALE: N.T.S.

A 7/30/18EMI

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BRASS

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STANDPIPE

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IN PLACE OF 1/4" PET COCK

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WITH OPTIONAL 1/4" BALL VALVE

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COPPER VENT TUBE

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VALVE BOX

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SOFT K-TYPE

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3/4" DOMESTIC COPPER

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3/4" FORD F-600

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CORPORATION STOP

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CURBSTOP B11-333W

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FORD BALL VALVE

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3/4" FIP X COMPRESSION

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MIPT x COPPER

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3/4" ELBOW

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OF BURY

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24" DEPTH

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STATION

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SAMPLING

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ECLIPSE 88

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ALUMINUM HOUSING

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ALUMINUM BASE

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GROUND LINE

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SAMPLING STATIONS SHALL BE 24" BURY, WITH A 3/4" FIP INLET, AND A (3/4" HOSE OR UNTHREADED) NOZZLE. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NONREMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER SHALL FLOW IN AN ALL BRASS WATERWAY. ALL WORKING PARTS SHALL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. EXTERIOR PIPING SHALL BE BRASS. A COPPER VENT TUBE SHALL ENABLE EACH STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIAL GROWTH. SAMPLING STATION SHALL BE ECLIPSE NO. 88 BY KUPFERLE FOUNDRY, ST. LOUIS, MO AND SHALL BE PAINTED PANTON PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT AND LABELED 'RECLAIMED WATER'.

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1.

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2.

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3.

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4.

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5.

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6.

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THREADED NIPPLE

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DEBRIS CAP

REUSE

FLUSH HYDRANT

STANDARD DETAIL

R-33


DETAIL No.


DATEBYDRN. BY:

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 AND SHALL BE PAINTED PANTONE PURPLE 522 W/ A SUNLIGHT STABLE PIGMENT AND

LABELED 'RECLAIMED WATER'.

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

A 7/30/18EMI

town of braselton water and sewer departments standard … standard water-sewer... ·...

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