lilmont drive ext.glennengr.com/uploads/woodstock_water line.pdf2600 2602 2610 2608 2622 48.42'...

2602

2600

26102608

2622

48.42'8" VCP

SR172.1

2612

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147

209

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2565

2567

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2601 263126272623

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261926172615

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2611260926072605

2604

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2655

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2665

2667

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2671

2673

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2679

2681

existing 8" VCP sanitary sewer

existing 12" VCP sanitary sewer

existing sanitary sewer

260.55' 8" VCP



WOODS

TOCK

TERR

ACE

LILMONT DR

IVE EXT.

DALGATE

ROAD

WOODSTOCK

LILMONT

PLAC

E

BELM

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WOODSTOCK AVENUE

PLACE

DRIVE

AVENUE

BRADDOCK

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SR171


219.97' 8" V

CP

GASGASGAS

GAS

GASGAS

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S

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W

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BRADDOCK

AVENUE

existing 12" VCP sanitary sewerexisting sanitary sewer

existing sanit

ary sewer

existing sanit

ary sewer


existing sanitary

sewer


0+00

0+21 MAIN GAS VALVE

0+28 MAIN GAS VALVE

0+30 MAIN GAS VALVE

0+42 WATER SERVICE

1+00

0+79 GAS SERVICE

1+22 GAS SERVICE

1+26 WATER SERVICE

VACANT LOT

VACANT LOT

1+73 WATER SERVICE

2+00

2+68 MAIN GAS VALVE

2+73 MAIN GAS VALVE

2+73 MAIN GAS VALVE

3+00

4+00

5+00

6+00

7+00

0+14 FIRE HYDRANT

4+35 FIRE HYDRANT

6+69 MAIN WATER VALVE

7+16 MAIN WATER VALVE

7+33 CURBLINE

7+60 FIRE HYDRANT

8+00

9+00

8+76 INLET

8+76 SAN MH

9+64 WATER SERVICE

9+89 WATER SERVICE

3+15 GAS SERVICE #2651

3+18 WATER SERVICE #2651



WATER SERVICE #2655



GAS

GAS

9+66 GASR SERVICE #2683



GAS

GAS


existing 6" water line





existi

ng 6"

water

line

WATER SERVICE #2651.5

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

1/2" LEAD

8+77 SAN MH


GAS

GAS


8+62 INLET


GAS

GAS


GAS

GAS





GAS

GAS



GAS

GAS


6+34 SAN MH

WATER SERVICE #2665


GAS

GAS



GAS

GAS


5+15 INLET

GAS SERVICE #2659

GAS

GAS

WATER SERVICE #2659

GAS SERVICE #2657

GAS

GAS

1/2" LEAD

1" COPPER

1/2" LEAD

1/2" LEAD

3/4" COPPER

3/4" COPPER

1/2" LEAD

3/4" COPPER

1/2" LEAD

1/2" LEAD

1/2" LEAD

3/4" COPPER

3/4" LEAD

DO NOT RECONNECT

3/4" COPPER

1" COPPER

WATER SERVICE #2626(NOT FIELD LOCATED)

DO NOT RECONNECT

CONTRACTOR TO VERIFY

3/4" COPPER

0+27

8"x8"x6" ANCHOR TEE10 LF OF 6" D.I.6" RESILIENT SEAT GATE VALVEFIRE HYDRANT

8" MEGALUGS6" MEGALUGSFIELD LOCK GASKETS

GAS

GAS

2+68

8"45° BEND

3+00

8"x8"x8" ANCHOR TEE8" RESILIENT SEAT GATE VALVE14 LF 8" D.I.10 LF 6" D.I. 8" 45° BENDS8" - 6" REDUCER8" MEGALUGS6" SLEEVEFIELD LOCK GASKETS

4+40



7+18

8"x8"x8" ANCHOR TEE8" RESILIENT SEAT GATE VALVE14 LF 8" D.I.10 LF 6' D.I.8" 45° BENDS8" - 6" REDUCER8" MEGALUGS6" SLEEVEFIELD LOCK GASKETS

7+62




GAS

GAS

GAS

PROPOSED 8" WATER LINE



0+00

8" BENDS8" RESILIENT SEAT GATE VALVE8" MEGALUGS8" SLEEVECONNECT TO EXISTING WATERLINE

edge of curb

edge of curb

edge of curb

edge of curb

edge of curb

edge of curb

NOTE: VERTICAL BEND MAY BE REQUIRED IN THIS SECTION OF LINE

MATCH LINE

MATCH LINE

9060300

WOODSTOCK AVENUE WATER LINE PROJECTsituate in

BOROUGH OF SWISSVALE ALLEGHENY COUNTY, PA

WPJWA CONTRACT No.18-002

WILKINSBURG PENN-JOINT WATER AUTHORITY

SHEET NO.

BY:

SCALE: 1" = 30'

NORTH HUNTINGDON PA

14920 ROUTE 30

Phone: 412-824-5672DATE: JANUARY 2018

REVISIONS:

DESCRIPTION:

DRAWN BY:

DATE:

S-1

PENNSYLVANIA ONE CALL SYSTEM 1-800-242-1776

IN ACCORDANCE WITH ACT 287 OF THE GENERAL ASSEMBLY ALL

UTILITY COMPANIES ARE TO BE NOTIFIED THREE (3) DAYS BEFORESTARTING ANY EXCAVATION ON THIS SITE. THIS IS SOLELY THERESPONSIBILITY OF THE CONTRACTOR. UTILITY LOCATIONS ONTHE PLANS ARE APPROXIMATE AND MUST BE FIELD VERIFIEDPRIOR TO EXCAVATION.

ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATION.ALL UTILITIES MUST BE LOCATED AND VERIFIED BY CONTRACTOR.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE FOR GENERALREFERANCE ONLY AND ARE NOT TO BE CONSTRUED AS COMPLETEOR ACCURATE.

ENOAI

N

AV

LY

SN

NE

PG!

ID

UOY

E ROF EBL

LAC

-PO

TS

C.

NI

ME

TS

YS

LLAC

1-800-242-1776

PENNSYLVANIA ONE CALL SERIAL NUMBER 20180181640

2740

146

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142

140

138

136

134

132

130

128

126

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121

2688

2686

2684.5

2690

G

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2694

2726

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2738

2744

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2800

2675

2677

2679

2681

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2685

2687

2689

2691

2693

2695

2701

2703

2705

2707

2709

2711

480.70' 15" VCP

6" PVC sanitary sewer


AVENUE

WOODSTOCK AVENUE

WILKINS

SR177

SR176

169.26' 8" VCP

206.42' 8" VCP

316.39' 8" VCP

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GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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W

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W

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W

W

11421143

1146

G

I-922

I-923


9+00

10+00

8+76 INLET

8+76 SAN MH

9+64 WATER SERVICE

9+89 WATER SERVICE

10+69 WATER SERVICE

11+00

10+77 WATER SERVICE

11+39 WATER SERVICE

12+00

12+50

WATER

SERVIC

E #269

4

13+00

12+64

WATER

SERVIC

E #272

6

12+96

WATER

SERVIC

E #272

8

14+00


13+52 MAIN GAS VALVE

13+55 WATER SERVICE


14+00 FIRE HYDRANT

15+00

16+00

17+00

17+49







13+75 WATER SERVICE #270913+23 WATER SERVICE #2707




12+57 MH

GAS

GAS

GAS

WATER SERVICE #2695

GAS

GAS


GAS

GAS


WATER SERVICE #2693

WATER SERVICE #2691


WATER SERVICE #2687



GAS

GAS

9+66 GASR SERVICE #2683



GAS

GAS


8+77 SAN MH


GAS

GAS


8+62 INLET


GAS

GAS


1/2" LEAD

1/2" LEAD

1/2" LEAD

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

DO NOT RECONNECT

CONTRACTOR TO VERIFY

3/4" COPPER

1/2" LEAD

3/4" COPPER

1/2" LEAD

3/4" C

OPPER

3/4" C

OPPER

3/4" C

OPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

3/4" COPPER

1" COPPER

3/4" COPPER

7+62



10+60

8"BEND

12+13

8"BEND

16+76

8"BEND

17+52

(2) 8" 45° BEND




existing 8

" water li

ne

17+98

8" RESILIENT SEAT GATE VALVE8" BENDS8" MEGALUGS8" SLEEVEFIELD LOCK GASKETS





14+02



edge of curb

edge of curb

edge of curb

edge of curb

NOTE: VERTICAL BEND MAY BE REQUIRED IN THIS SECTION OF LINE

MATCH LINE

MATCH LINE

S-2

DATE:

DRAWN BY:

DESCRIPTION:

REVISIONS:

DATE: JANUARY 2018Phone: 412-824-5672

14920 ROUTE 30

NORTH HUNTINGDON PA

SCALE: 1" = 30'

BY:

SHEET NO.


WPJWA CONTRACT No. 18-002BOROUGH OF SWISSVALE ALLEGHENY COUNTY, PA

situate in

WOODSTOCK AVENUE WATER LINE PROJECT

0 30 60 90

PENNSYLVANIA ONE CALL SERIAL NUMBER 20180181640

1-800-242-1776

CA L LSY

STEM

INC.STOP-

CALL

BEFOREYOU

DIG!PENNSYLVA

NI A

ONE

OR ACCURATE.REFERANCE ONLY AND ARE NOT TO BE CONSTRUED AS COMPLETEUTILITY LOCATIONS SHOWN ON THIS PLAN ARE FOR GENERALALL UTILITIES MUST BE LOCATED AND VERIFIED BY CONTRACTOR.ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATION.

PRIOR TO EXCAVATION.THE PLANS ARE APPROXIMATE AND MUST BE FIELD VERIFIEDRESPONSIBILITY OF THE CONTRACTOR. UTILITY LOCATIONS ONSTARTING ANY EXCAVATION ON THIS SITE. THIS IS SOLELY THEUTILITY COMPANIES ARE TO BE NOTIFIED THREE (3) DAYS BEFOREIN ACCORDANCE WITH ACT 287 OF THE GENERAL ASSEMBLY ALL

PENNSYLVANIA ONE CALL SYSTEM 1-800-242-1776




0+00

8" BENDS8" RESILIENT SEAT GATE VALVE8" MEGALUGS8" SLEEVECONNECT TO EXISTING WATERLINE

existing tee to remain

0+27



WOODSTOCK AVENUE

AVENUEBRADDOCK


3+00

8"x8"x8" ANCHOR TEE8" RESILIENT SEAT GATE VALVE14 LF 8" D.I.10 LF 6" D.I. 8" 45° BENDS8" - 6" REDUCER8" MEGALUGS6" SLEEVEFIELD LOCK GASKETS



PLAC

E

BELM

AR

WOODSTOCK AVENUE

existi

ng 6"

water

line


WOODS

TOCK

TERR

ACE

WOODSTOCK AVENUEPROPOSED 8" WATER LINE

7+18

8"x8"x8" ANCHOR TEE8" RESILIENT SEAT GATE VALVE14 LF 8" D.I.10 LF 6' D.I.8" 45° BENDS8" - 6" REDUCER8" MEGALUGS6" SLEEVEFIELD LOCK GASKETS

AVENUE

WILKINSexist

ing 8" wat

er line

17+98

8" RESILIENT SEAT GATE VALVE8" BENDS8" MEGALUGS8" SLEEVEFIELD LOCK GASKETS

existing 8

" water li

ne

WOODSTOCK AVENUE

MD-1

DATE:

DRAWN BY:

DESCRIPTION:

REVISIONS:

DATE: JANUARY 2018Phone: 412-824-5672

14920 ROUTE 30

NORTH HUNTINGDON PA

SCALE:

BY:

SHEET NO.


WPJWA CONTRACT No. 18-002BOROUGH OF SWISSVALE ALLEGHENY COUNTY, PA

situate in

WOODSTOCK AVENUE WATER LINE PROJECT

12"

(Compacted in 4" Layers)2B STONE

J-1 SEALER

12"

12" MIN. TYP.

12" MIN.

VARIES

12" MIN.

6" MIN.

EXISTING PAVEMENT

(2 Layers Choked & Compacted)

PIPE

(Compacted in 4" Layers)

SAW CUT

EXISTINGEXISTING

PAVEMENTPAVEMENT

1-1/2" 9.5 MM WEARING

5" 25MM BINDER

8" 2A MODIFIED STONE

2A MODIFIED STONE

N. T. S.

TRENCH BACKFILL RESTORATIONSCALE:

3,000 PSI AIRE ENTRAINED CLASS "A" CONCRETE, 1:2:3 MIX 6 GALLONS OF WATER PER SACK OF CEMENT MAXIMUM

1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED WHERE NEW CONSTRUCTION MEETS EXISTING CONSTRUCTION AND AS SHOWN ELSEWHERE

TYPICAL SIDEWALK DETAIL

INSTALLATION DETAILS

5'-0" - 6'-0"section typical

TRAVERSE EXP. JOINTEVERY 20' OR 30'SHALL BE 1/2" PREMOLDBITUM. ASPHALT ORFIBER BOARD

CLASS "A" CONCRETE

BURLAP OR BROOMFINISH

MIN. 1" TOOLED EDGE A.A.STRUCK INTER. JNT. - 3/8"DEEP

4'-0" MIN.

x x x5"

min.

5"

min.

2b STONE BASECOMPACTED

NO. 10/10 GAUGE WELDEDWIRE FABRIC CENTERED IN SLAB

SLOPE 1/4" PER FOOTOR AS DIRECTED

EXISTING

PROPOSED

RISERS AS REQUIRED SHALL BE INCLUDED IN THE COST OF FIRE HYDRANT

ALL COPPER SERVICES TO BE RECONNECTED AT NEAREST POINT

ALL LEAD SERVICES TO BE REPLACED TO (AND INCLUDE) CURB BOX

RECONNECT SERVICE

CORPORATION STOP

PROPOSED

EXISTING WATER MAIN

EDGE OF PAVEMENT

CURB STOP

TO HOUSE

CURB BOX

LINEPROPERTY

EXISTING COPPER SERVICE PIPE

22 1/2°

4' MIN.

LINEPROPERTY

WATER MAIN

CORPORATION STOP

LC

FOR COPPER SERVICE LINE RECONNECTION ONLY

A CORPORATION STOP (BRASS).

B THREADED/FLARED ELBOW (BRASS).

C THREADED END ELBOW (SCHEDULE 40 STEEL OR

D SOLDER END ELBOW.

E SOFT COPPER TUBING (TYPE K).

F RIGID COPPER PIPE (TYPE K).

G CURB STOP OR BALL VALVE W/FLARED ENDS.

I SOLDER END TEE.

J SOLDER END BALL VALVE W/LEVER OPERATOR.

K FLARED/THREADED END BALL VALVE OR CURB STOP.

H FLARED/SOLDER TRANSITION COUPLING (BRASS).

L COMBINATION AIR/VACUUM VALVE.

M SOLDER/THREADED UNION (BRASS).

MALLEABLE IRON.

(BRASS).

LEGEND OF PIPELINE MATERIALS

N THREADED NIPPLE (BRASS).

O THREADED NIPPLE (P.V.C.)

P HOSE BIB.

Q MALLEABLE IRON OR GALVANIZED STEEL SLEEVE.

R GALVANIZED STEEL (SCHEDULE 40) OR MALLEABLE

S CURB BOX.

T VALVE BOX.

V MANHOLE FRAME AND COVER: MINIMUM 22" CLEAR

U CAST IRON PLUG OR CAP/2" I.P. TAP.

W CAST ALUMINUM OR REINFORCED PLASTIC MANHOLE STEPS.

X PRECAST CONCRETE MANHOLE W/4 FT. INSIDE DIAMETER.

IRON PIPE.

OPENING WITH INNER LID. FRAME AND COVER TO BE:NEENAH 1758-E, EAST JORTON IRON WORKS 1041,WOODWARD FOUNDARIES 3087-W169, OR ALLEGHENYFOUNDARY 109W-110-300 (WITH TWO HANDLES ON INNERLID ADDED TO STANDARD PATTERN). THE WORD "WATER"IS TO BE CAST IN LARGE LETTERS ON THE SURFACEOF THE COVER.

A

ASECTION "B-B"

2"MIN.

THE TOTAL CUBIC YARDS OFCONCRETE NEEDED FOR THEANCHOR CAN BE DETERMINEDBY MULTIPLYING THE AREA INTHE TABLE BY 1.0

TYPE 1

FLAT-BOTTOM TRENCH.+LOOSEBACKFILL.

LAYING CONDITION DESCRIPTION

STANDARD LAYING CONDITIONS

TYPE 2

FLAT-BOTTOM TRENCH.+BACKFILL

CENTERLINE OF PIPE.LIGHTLY CONSOLIDATED TO

TYPE 3

PIPE BEDDED IN 4" MINIMUM LOOSE

CONSOLIDATED TO TOP OF PIPE.SOIL.++BACKFILL LIGHTLY

TYPE 4

TYPE 5

PIPE BEDDED IN SAND,GRAVEL ORCRUSHED STONE TO DEPTH OF 1/8PIPE DIAMETER, 4" MINIMUM. BACK-FILL COMPACTED TO TOP OF PIPE.(APPROXIMATELY 80% STANDARDPROCTOR, AASHTO T-99.)

PIPE BEDDED TO ITS CENTERLINEIN COMPACTED GRANULAR MATERIAL,4" MINIMUM UNDER PIPE. COMPACTEDGRANULAR OR SELECT MATERIAL++ TO TOP OF PIPE. (APPROXIMATELY

AASHTO T-99.)90% STANDARD PROCTOR,

+"FLAT BOTTOM" IS DEFINED AS UNDISTURBED EARTH.++"LOOSE SOIL"OR"SELECT MATERIAL"IS DEFINED AS NATIVE SOILEXCAVATED FROM THE TRENCH, FREE OF ROCKS, FOREIGN MATERIAL ANDFROZEN EARTH.

UNLESS OTHERWISE INDICATED, PIPE FOR SIZES UP TO ANDINCLUDING 24-INCH SHALL HAVE TYPE I LAYING CONDITION.PIPE LARGER THAN 24-INCH SIZE SHALL HAVE TYPE 4 LAYINGCONDITION.

NOTE:

SECTION VIEW

CONCRETE ENCASEMENT

6"(MIN.)

6"(MIN.)

6"(MIN.)

TYPICAL ANCHOR DETAIL

SECTION "A-A"

AA

BACKFILL TO BEGRADED TO MEETEXISTING GROUND

CONCRETE

FOR WATER STOPSUSED ON EITHER SIDEOF STREAM CROSSINGS,THE ELEVATION OF THETOP OF CONCRETESHALL BE ABOVE THE

STREAM SURFACEELEVATION.

12"MIN.

3"

9"

TYPICAL ANCHOR DETAIL

PLAN VIEW

ALSOTYPICAL WATER STOP DETAIL

(TO BE USED EITHER SIDE OF STREAM CROSSINGS)

3-#4 BARS ATTOP & BOTTOM

BELL LOCATION

12" MIN.

CONCRETE

UNDISTURBEDEARTH

3"

4"

PIPESIZE

BELLI.D.

INCHES

APPROX.END

THRUSTTONS

5.64 22 1.5 2.1 1.1 1.0 1.0

AREA OF BLOCK IN SQUARE FEET

TEES&

PLUGS

90°BENDS

45°BENDS

22 1/2°BENDS

11 1/4°BENDS

6" 7.74 4 2.7 3.8 2.1 1.0 1.0

8" 9.98 6 4.5 6.3 3.5 2.0 1.0

10" 12.03 9 6.4 9.1 4.9 2.5 1.3

12" 14.13 12 9.0 12.7 6.9 3.5 2.0

14" 16.64 17 12.2 17.3 9.4 4.8 2.5

16" 18.74 21 16.0 23.0 12.0 6.3 3.1

18" 20.84 26 20.0 28.0 15.0 7.5 3.8

20" 22.94 31 24.0 34.0 18.0 9.5 4.6

24" 27.14 44 33.0 47.0 25.0 12.7 6.5

30" 32.34 62 46.2 65.4 35.4 18.0 9.1

36" 38.64 88 66.0 93.3 50.5 25.7 12.9

MINIMUM REQUIRED AREA OF THRUST BLOCKBASED ON 100 P.S.I. WORKING PRESSURE (200 P.S.I. TEST PRESSURE) AND

4000 P.S.F. EARTH LOAD BEARING CAPACITY. FACE AREA TO BE MEASURED AT

RIGHT ANGLES TO THRUST LINE.

CONTRACTOR RETAINSRESPONSIBILITY FOR ADEQUATE BLOCKING.TABULATION IS PROVIDED AS A CONVENIENCE TO AID IN CALCULATION OF

REQUIRED AREA OF BLOCKING UNDER ACTUAL CONDITIONS. VALUES MUSTBE INCREASED PROPORTIONATELY FOR TEST PRESSURES OVER 200 P.S.I.AND EARTH BEARING CAPACITY LESS THAN 4000 POUNDS PER SQUARE FOOT.

PAVING RESTORATIONTYPE VI

OVER LAY OF ENTIRE LANE WIDTHFOR LONGITUDINAL ROADWAY OPENINGS

ONLY FOR THOSE AREAS SPECIFICALLYINDICATED ON THE PLANS

VARIABLE

FACE AREA

NOT LESS THAN

SHOWN IN TABLE

VARIABLE

MIN.

5"

3"MIN.

12

12

CLASPHALTICJOINT SEAL

SAW CUTTO DEPTHOF 1 1/2"

UNDISTURBED PAVING

1 1/2" 9.5MM WEARINGCOURSE OVERLAY.

NEWPAVING

STONE

EARTH

REGRADED, ROLLED,AND OILED SHOULDER

ASPHALTIC TACK COAT TO BEAPPLIED TO THE SURFACE ANDEDGES OF UNDISTURBED PAVING.

XX X XX X

XX X XX X

WATER

TYPICAL FIRE HYDRANT INSTALLATION

CONC. BLOCKINGPOURED AGAINSTUNDISTURBED EARTHREQUIRED FOR ALLINSTALLATIONS.

18"

MIN.

4'-0" MINIMUM COVER

18"MIN.

12"

MIN.

VARIABLE

10 CU. FT. DRAINBED NO.2BSTONE

6" GATEVALVE

6"C.L., C.I. OR D.I. ANCHOR COUPLING, VARIABLE INLENGTH-FOR EXTREMELY LONG DISTANCES,USE PIPE WITH RESTRAINED JOINT ENDS.

CONC. BLOCKINGPOURED AGAINSTUNDISTURBEDEARTH (NOTREQUIRED IF ALLJOINTS IN THE6" PIPING FROMTHE MAIN TOTHE HYDRANTARE RESTRAINED).

SUPPLEMENTAL UNIT PRICEINCLUDES 24" LONG HYDRANTCONNECTING PIECE(ANCHORCOUPLING)BUT DOES NOTINCLUDE THE ANCHORINGTEE.

HYDRANT VALVE

ANCHORING TEE

T

TRAFFIC MODELFIRE HYDRANT

CLEARANCE:2" MINIMUM12" MAXIMUM

TRAFFICFLANGE

VALVE BOX INSTALLATION

CONCRETE

GROUNDSERVICE

18"

18"

4X4X14/14 WIREMESH REINFORCEMENT

2A STONE

VALVE

ALL VALVE BOXES EXCEPT THOSELOCATED IN PAVEMENT SHALL BEINSTALLED W/A FORMED, REINFORCEDCONCRETE SLAB AS SHOWN.

6"

6"

GUIDE TO THRUST BLOCKING REQUIREMENTS

6TIMES

PI PE

DIAMET

ER(MIN.)

FIRM GROUND

OUTSIDE FACEAREA NOT LESSTHAN SHOWN INTABLE.

PLAN VIEWBENDS

PLAN VIEWTEES & PLUGS

NOT LESS THAN

6/10 THIS DIM.

FIRM GROUND

VARIABLE FACE AREA NOT

LESS THAN SHOWN IN TABLE

FIRM GROUND

4"

12

12

12

12

VARIABLE-FACE

AREA NOT LESS THAN

SHOWN IN TABLE.

4"

TYPICAL SERVICE LINE CONNECTION

FOR LEAD SERVICE LINE RECONNECTION

FOR SERVICE LINE CONNECTION ON THE SAME SIDE

OF THE STREET AS THE WATER LINE

CL

CLCORPORATION STOP

WATER MAIN

PROPERTYLINE

4' MIN.

22 1/2°

OF ROAD

PIPE UNDER HIGHWAY SHALL BE PUSHED OR DRILLED

SERVICE PIPE

PROPERTYLINE

CURB BOX

TO HOUSE

CURB STOP

EDGE OF PAVEMENT

CL OF ROAD

PROPERTYLINE PROPERTY

LINE

BOX

CURB STOP

SERVICE LINE

CORPORATION STOP

WATER MAIN

4' MIN.

CURB

22 1/2°

SECTION "A-A"REINFORCED CONCRETE GRAVITYANCHORS FOR VERTICAL BENDS

B

B

#6 BARS

#6@6" C-C

18" 6"6" 12"

S

6" FROM SURFACE(MAX.)THREADED END

MESH REINFORCEMENT4X4X14/14 WIRE

CONCRETE

XXXX

22 1/2°(MIN.)

IF REQUIRED

(BRONZE)SADDLE

DISTANCE VARIES

OKE

A

R

C

1" BLOW OFF UNIT

2'-0"MIN.+PIPE DIA.

3"

& NUTS2-#6 RODS

PIPE

#4@4"

VARIABLE

TRENCH WIDTH12" 12"

SECTION "A-A"

TYPE A 2" BLOW OFF UNIT

UNIT-PLAN VIEW

TYPE A 2" BLOW OFF

AT SIDES.18" INTO SOLID EARTHCONCRETE BLOCKING

2-#6 RODS & NUTS

2-RESTRAINING LUGS

#4@4"

A

CONCRETE

U

24"MIN.18"

7" 8"

WATER WATER

18"

BB

1" K-COPPER

1" CURB STOP - PROVIDE DRAIN HOLE FOR BLOWOFF

EDGE OF PAVEMENT

WATWER LINE TIE-IN CONNECTION ENLARGED VIEW1" = 20'SCALE:

SCALE: 1" = 20'

WATWER LINE TIE-IN CONNECTION ENLARGED VIEW



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