5-C4 Drawings.pdf

10 DICL W 10 DICL W 10 DICL W 10 DICL W

CITY OF LANCASTER

LANCASTER, PA

BUREAU OF ENGINEERING

SHEET

SCALE:

DESCRIPTION

DRAWN BY:

B. PERWIEN, PE

DATEOF1 4

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES 3

WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PA 1

SYSTEM, INC

CALL 1-800-242-1776

OR 8-1-1

AS NOTED

WATER STREET WATER

MAIN REPLACEMENT

PROJECT

THE CITY OF LANCASTER HEREBY STATES THAT, PURSUANT

TO THE PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED

BY ACT 121 OF 2008 OF THE PENNSYLVANIA LEGISLATURE, IT

HAS COMPLIED WITH THE DESIGNER'S DUTIES OF THE ACT IN

PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR

DEMOLITION WORK AT SITES WITHIN THE POLITICAL

SUBDIVISION(S) SHOWN ON THE DRAWINGS.

THE CITY OF LANCASTER DOES NOT MAKE ANY

REPRESENTATION, WARRANTY OR ASSURANCE OR

OTHERWISE GRANTEE THAT THE INFORMATION RECEIVED

PURSUANT TO SAID ACT FROM THE FACILITY OWNER, AS THE

TERM FACILITY OWNER IS DEFINED IN THE ACT, AS

REFLECTED ON THESE DRAWINGS IS CORRECT OR

ACCURATE

WATER STREET WATER MAIN REPLACEMENT

PROJECT

UNDERGROUND UTILITY LINE

PROTECTION ACT

UTILITY LIST

COMCAST CABLE COMMUNICATIONS INC

1131 SOUTH DUKE STREET

LANCASTER, PA. 17602

VERIZON PENNSYLVANIA INC

15 E. MONTGOMERY AVENUE

PITTSBURGH, PA. 15212

CITY OF LANCASTER SEWER AUTHORITY/

CITY OF LANCASTER WATER BUREAU

120 NORTH DUKE STREET

PO BOX 1599

LANCASTER, PA. 17608-1599

PPL ELECTRIC UTILITIES

651 DELP ROAD

LANCASTER, PA 17601

UGI UTILITIES INC.

1301 AIP DRIVE

MIDDLETOWN, PA 17057

GENERAL NOTES:

1. ALL INSPECTION OF WATER MAIN CONNECTION WORK SHALL BE COORDINATED WITH BENJAMIN PERWIEN AT (717) 598-9013.

2. THE CONTRACTOR SHALL NOTIFY BOTH THE CURB AND SIDEWALK AND STREET PAVEMENT INSPECTORS 72 HOURS PRIOR

TO THE START OF WORK SO THAT INSPECTIONS CAN BE PERFORMED. ANY CURB, SIDEWALK AND STREET PAVEMENT WORK THAT IS INSTALLED WITHOUT BEING INSPECTED WILL NEED TO BE REDONE AT THE CONTRACTORS EXPENSE.

INSPECTORS CAN BE REACHED AT (717) 291-4764. ALSO THE CONTRACTOR SHALL OBTAIN THE REQUIRED DRIVEWAY, CURB AND SIDEWALK, AND STREET OPENING PERMITS FROM THE BUREAU OF ENGINEERING, THE CONTRACTOR SHALL ADHERE

TO ALL LANCASTER CITY SPECIFICATIONS FOR THE PROPOSED CONSTRUCTION.

3. CONTRACTOR SHALL CALL PA ONE CALL (CALL BEFORE YOU DIG) AY 1-800-242-1776 3 DAYS PRIOR TO THE START OF

CONSTRUCTION.

PROJECT LOCATIONS

N WATER STREET

EXISTING PROPOSED

WATER MAIN (TYP.)

CONTENTSSHEET #

TITLE PAGE

FIRE HYDRANT

VALVE BOX WATER

CROSS

TEE

RESTRAINED CAP

REDUCER

W W W W

DETAIL SHEET 1

DETAIL SHEET 2

O

PROFESSIONAL

ENGINEER

REGISTERED

BENJAMIN MILES PERWIEN

PE089751

MMO N

C

W E A L T H OF

N N L

EP

S Y V NA

AI

AutoCAD SHX Text Light Pole (LP)

AutoCAD SHX Text Ground Light (GLT)

AutoCAD SHX Text Overhead Utilities

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text Water Line

AutoCAD SHX Text Storm Drainage Piping

AutoCAD SHX Text Adjoiner Property Line

AutoCAD SHX Text Fence

AutoCAD SHX Text Centerline

AutoCAD SHX Text Mailbox

AutoCAD SHX Text Edge of Pavement (E.O.P.)

AutoCAD SHX Text Sign

AutoCAD SHX Text Curb Line

AutoCAD SHX Text Right-of-Way Line

AutoCAD SHX Text Coniferous Tree

AutoCAD SHX Text Deciduous Trees

AutoCAD SHX Text Reflector Post

AutoCAD SHX Text Roof Drain (RD)

AutoCAD SHX Text Treeline

AutoCAD SHX Text S

AutoCAD SHX Text C.O.

AutoCAD SHX Text Vent

AutoCAD SHX Text C.O.

AutoCAD SHX Text

GV

AutoCAD SHX Text

GM

AutoCAD SHX Text G

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

WSO

AutoCAD SHX Text Elec. Box

AutoCAD SHX Text D

AutoCAD SHX Text

DS

AutoCAD SHX Text Mon. Well

AutoCAD SHX Text W

AutoCAD SHX Text

MB

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Electric Box

AutoCAD SHX Text Bush

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water MH

AutoCAD SHX Text Water Box

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fill Cap

AutoCAD SHX Text Gas MH

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Clean Out (Drainage)

AutoCAD SHX Text Drainage MH

AutoCAD SHX Text Inlet (C)

AutoCAD SHX Text Inlet (M)

AutoCAD SHX Text Vent

AutoCAD SHX Text Cleanout (Sanitary)

AutoCAD SHX Text Sanitary MH

AutoCAD SHX Text Benchmark

AutoCAD SHX Text Traverse

G G G G G G G G G G G G

GV

GV

GV

GV

GV

W

W

W

W W

W

W

W

E

W

W

W

W

G G

D

GV

GV

GV

GV

GV

W

W

W

W

W

W

GV

GV

WW

W

W

W W

W

W

W

W

W

CITY OF LANCASTER

LANCASTER, PA

BUREAU OF ENGINEERING

SHEET

SCALE:

DESCRIPTION

DRAWN BY:

B. PERWIEN, PE

DATEOF2

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES 3

WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PA 1

SYSTEM, INC

CALL 1-800-242-1776

OR 8-1-1

AS NOTED

GENERAL NOTES:

1. CONTRACTOR TO FILL ABANDONED WATERMAINS WITH FLOWABLE FILL

FOR 8" AND ABOVE DIAMETER PIPE

2. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO THE START OF WORK USING PA-1 CALL AND FIELD

VERIFICATION.

3. CONTRACTOR SHALL ABIDE BY ALL CITY, LOCAL, AND STATE

GUIDELINES AND SPECIFICATIONS.

4. CONTRACTOR SHALL NOTIFY DONNIE KIRCHNER BUREAU OF WATER

717-989-3693 FOR INSPECTION OF EXISTING HYDRANTS AND

VALVES DURING THE REMOVAL PROCESS FOR SALVAGE OF PARTS

5. ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE DAY OR

PLATED WITH APPROVAL OF THE PUBLIC WORKS DEPARTMENT

6. ALL NEW MAIN SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED PIPE

7. CONTRACTOR SHALL NOT EXPOSE MORE THAN 500 FEET OF WATER

LINE AT ANY GIVEN TIME

8. NOT ALL SERVICES ARE SHOWN. CONTRACTOR TO VERIFY ALL SERVICES

ARE CONNECTED TO NEW MAIN BEFORE OLD MAIN IS ABANDONED.

Feet 0 20 40

O

PROFESSIONAL

ENGINEER

REGISTERED

BENJAMIN MILES PERWIEN

PE089751

M M O N

C

W E A L T H O F

N N L

EP

S Y V NA

AI

PROPOSED 8"

45° BENDS

CONNECT TO EXISTING

DUCTILE IRON

PROPOSED

8" VALVE

PROPOSED 8" DICL CLASS 52 WATER MAIN.

PROPOSED

8"x6" REDUCER

PROPOSED 8"

45° BENDS

CONNECT TO EXISTING

DUCTILE IRON

PROPOSED

8" VALVE

PROPOSED 8" DICL CLASS 52 WATER MAIN.

PROPOSED

8"x6" REDUCER

PROPOSED 8"

45° BENDS

CONNECT TO EXISTING

DUCTILE IRON

PROPOSED

8" VALVE

CONNECT TO EXISTING

DUCTILE IRON PROPOSED 8"

45° BENDS

PROPOSED

8" VALVE

PROPOSED 8" DICL CLASS 52 WATER MAIN.

PROPOSED 8"

45° BENDS

CONNECT TO EXISTING

DUCTILE IRON

PROPOSED

8" VALVE

CONNECT TO EXISTING

DUCTILE IRON

PROPOSED 8"

45° BENDS

PROPOSED

8" VALVE

PROPOSED

8"x6" REDUCER

RECONNECT FIRE HYDRANT

RECONNECT FIRE HYDRANT

RECONNECT FIRE HYDRANT

ABANDON

VALVE BOX

ASSEMBLY

ABANDON

VALVE BOX

ASSEMBLY

ABANDON VALVE

BOX ASSEMBLY

ABANDON

VALVE BOX

ASSEMBLY ABANDON

VALVE BOX

ASSEMBLY

ABANDON

VALVE BOX

ASSEMBLY

ABANDON

VALVE BOX

ASSEMBLY

ABANDON

VALVE BOX

ASSEMBLY

WATER STREET WATER

MAIN REPLACEMENT

PROJECT

Feet 0 20 40

Feet 0 20 40

HYDRANT RELOCATION

PER DRAINAGE PLAN

AutoCAD SHX Text S

AutoCAD SHX Text West Orange Street

AutoCAD SHX Text Valve

AutoCAD SHX Text Valve(s)

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Public Mailbox

AutoCAD SHX Text Concrete

AutoCAD SHX Text 65' Wide Right-of-Way

AutoCAD SHX Text 40' Wide Right-of-Way

AutoCAD SHX Text North Water Street

AutoCAD SHX Text 6"CI (From Plan)

AutoCAD SHX Text 20"CI (From Plan)

AutoCAD SHX Text BTCO 16 Attch 40344-S26092 6T 17880

AutoCAD SHX Text 6"CI (From Plan)

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text 6"CI (From Plan)

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text S

AutoCAD SHX Text 40' Wide Right-of-Way

AutoCAD SHX Text North Water Street

AutoCAD SHX Text West Chestnut Street

AutoCAD SHX Text 61' Wide Right-of-Way

AutoCAD SHX Text BTCO 16 Attch 40344-S26092 6T 17880

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text 6"CI (From Plan)

AutoCAD SHX Text 6"CI (From Plan)

AutoCAD SHX Text 8"CI (From Plan)

AutoCAD SHX Text 8"CI (From Plan)

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Bituminous

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text 40' Wide Right-of-Way

AutoCAD SHX Text North Water Street

AutoCAD SHX Text West Walnut Street

AutoCAD SHX Text

MATCHLINE MIDDLE OF SHEET

AutoCAD SHX Text

MATCHLINE BOTTOM OF SHEET

AutoCAD SHX Text

MATCHLINE TOP OF SHEET

AutoCAD SHX Text

MATCHLINE MIDDLE OF SHEET

LANCASTER, PA

BUREAU OF ENGINEERING

SHEET

SCALE:

DESCRIPTION

DRAWN BY:

B. PERWIEN, PE

DATEOF3

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES 3

WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PA 1

SYSTEM, INC

CALL 1-800-242-1776

OR 8-1-1

AS NOTED

DETAIL SHEET 1

STANDARD EXISTING COPPER

SERVICE - TYPE I INSTALLATION

SCALE: NONE

STANDARD EXISTING COPPER

SERVICE - TYPE II INSTALLATION

SCALE: NONE

STANDARD EXISTING COPPER

SERVICE - TYPE I INSTALLATION

SCALE: NONE

NOTES:

FITTINGS TO HAVE

COMPRESSION ENDS

.5

NOTES:

FITTINGS TO HAVE

COMPRESSION ENDS

STANDARD EXISTING COPPER

SERVICE - TYPE II INSTALLATION

SCALE: NONE

3 STANDARD NEW COPPER SERVICE INSTALLATION

SCALE: NONE

22.5°

.5

M

IN

NOTES:

FITTINGS TO HAVE

COMPRESSION ENDS

FACE OF CURB FINISHED GRADE

EXISTING SERVICE BOX

EXISTING CURB STOP

BRASS CORPORATION

STOP AND COUPLING

NUT FORD F1000-X-Q

STYLE, MUELLER

B-25008 OR EQUIV.

EXISTING COPPER TUBING

PROVIDE CLEAN

EXCAVATED BACKFILL

FOR DISTURBED PORTION

OF EXISTING TUBING 6"

BELOW, 12" ABOVE

EXISTING WATER MAIN

NEW WATER MAIN

4'-0" MIN. COVER

EXISTING

WATER MAIN

NEW WATER MAIN

4'-0" MIN. COVER

BRASS CORPORATION STOP AND COUPLING NUT

FORD F1000-X-Q STYLE, MUELLER B-25008 OR EQUIV.

EXISTING COPPER TUBING

FACE OF CURB FINISHED GRADE

EXISTING SERVICE BOX

EXISTING CURB STOP

CONNECT TO EXISTING COPPER

TUBING W/ FORD C44-X-Q STYLE,

MUELLERH15403 OR EQUIV. UNION

CONNECT TO EXISTING COPPER

TUBING W/ FORD C44-X-Q STYLE,

MUELLERH15403 OR EQUIV. UNION

TYPE K COPPER TUBING SHALL BE

BEDDED W/ CLEAN EXCAVATED

BACKFILL 6" BELOW, 12" ABOVE

TYPE K COPPER TUBING SHALL BE

BEDDED W/ CLEAN EXCAVATED

BACKFILL 6" BELOW, 12" ABOVE

FACE OF CURB FINISHED GRADE

NEW SERVICE BOX

NEW CURB STOP

TYPE K COPPER TUBING SHALL BE

BEDDED W/ CLEAN EXCAVATED

BACKFILL 6" BELOW, 12" ABOVE

NEW WATER MAIN

4'-0" MIN. COVER

SCHEDULE 40

SLEEVE

GAS

TELEPHONE

ELECTICAL

90°

1"

TYP.

2'-0"MIN.

D

IM

. B /2

D

IM

B"

° M

IN

4 SCALE: NONE

DIAM.

A B A B

6"Ø

8"Ø

18" 12" 24" 12"

24" 30" 42" 30"24"18"

11 14° 45° 90°

60"42"24" 24" 30" 36"

22 12°

VERTICAL RESTRAINT THRUST BLOCKING

DETAIL FOR 11-1/4°, 22-1/2° & 45°ELBOWS

SCALE: NONE

ELBOW DEFLECTION ANGLE

PIPE SIZE

18" 12" 24" 12"

24" 30" 24"18"

11 14° 45°

42"24" 24" 30"

22 12°

VERTICAL ELBOW DIMENSION SCHEDULE

DEF. ANGLE

DIM. "A"

DIM. "B"

DIM. "C"

REBAR SIZE

18" 12" 24" 12"

11 14° 22 12° 6"

1" TYP.

8" TYP.

3" C

LR

DIM. "B"

D

IM

A"

6"

° M

AX

D

IM

"A

HORIZ. RESTRAINT THRUST

BLOCKING DETAIL - ELBOW

SCALE: NONE

DIAM.

A B A B

6"Ø

8"Ø

18" 12" 24" 12"

24" 30" 42" 30"24"18"

11 14° 45° 90°

60"42"24" 24" 30" 36"

22 12°

VERTICAL RESTRAINT THRUST BLOCKING

DETAIL FOR 11-1/4°, 22-1/2° & 45°ELBOWS

SCALE: NONE

ELBOW DEFLECTION ANGLE

PIPE SIZE

18" 12" 24" 12"

24" 30" 24"18"

11 14° 45°

42"24" 24" 30"

22 12°

VERTICAL ELBOW DIMENSION SCHEDULE

DEF. ANGLE

DIM. "A"

DIM. "B"

DIM. "C"

REBAR SIZE

18" 12" 24" 12"

11 14° 22 12° 6"

5 SCALE: NONE

BLOW OFF DETAIL

SCALE: NONE

MAIN

CONCRETE THRUST

BLOCK WIDTH DIM. "C"

3000 PSI CONCRETE

@ 28 DAYS

11 14 , 22 12 , OR 45° ELBOW

REINFORCING BARS WRAPPED

AROUND ELBOW AND EMBEDDED

INTO CONCRETE AS SHOWN

BARS TO HAVE ASPHALT

COATING

24" 30" 24"

45°

42" 30"

24" 30" 24"18"

45°

42"24" 24" 30"

8"

" M

IN

IM

U M

C O

VE

R

6" A

PP

R

O X.

NOTE:

BLOW OFF SHALL BE MODEL TF 500

BY ECLIPSE

FINISHED

PAVEMENT

VALVE BOX LID

UPPER VALVE SECTION

LOWER VALVE BOX SECTION

DRAIN

CRUSHED ROCK/GRAVEL

UNDISTURBED

EARTH

CONCRETE

THRUST

BLOCK 11 14°, 22 12°, 45°, 90° ELBOW

UNDISTURBED EARTH

CONCRETE THRUST BLOCK

3000 PSI CONCRETE @ 28 DAYS

HORIZ. RESTRAINT THRUST

BLOCKING DETAIL - TEES AND WYES

SCALE: NONE

0' -6

" M

IN

D

IM

"A

1" TYP

TEE DIMENSION SCHEDULE

LATERAL SIZE

4" 6" 8" 18" 38" 60" 22" 24" 26"

2'-0" MIN.

D

IM

"A

1" TYP

4" 6" 8" 18" 38" 60" 22" 24" 26"

NOTE:

ALL JOINTS TO BE RESTRAINED WITH MECHANICAL JOINTS

(MEGALUGS). CONCRETE THRUST BLOCKING IS ONLY TO BE

USED AT FIRE HYDRANTS AND AT REQUEST OF INSPECTOR

STANDARD FIRE HYDRANT INSTALLATION

SCALE: NONE8 STANDARD FIRE HYDRANT INSTALLATION

SCALE: NONE

1' -0

1'

-0

1' -6

" M

IN

1'-6"1'-0"

4' -0

M

IN

. D

EP

TH

2"

6" 2'-0"

TEE

HYDRANT

LATERAL

3000 PSI CONCRETE

@ 28 DAYS

3000 PSI CONCRETE

@ 28 DAYS

CONCRETE

THRUST BLOCK

UNDISTURBED EARTH

D

IM

"B

FIRE HYDRANT TO BE

PAINTED "SAFETY RED"

CHAINS REMOVED

PROVIDE 24"X24" CONCRETE

COLLAR 6" TO 8" BELOW GRASS

WHEN POSITION IS A GRASS AREA.

DO NOT OBSTRUCT HYDRANT DRAIN

BURIAL RING

SNAP OFF

CURBPADOT 2B

CRUSHED

AGGREGATE

(MIN. 0.5 CY) PENNDOT CLASS I

GEOTEXTILE

6" D.I.C.L.

HYDRANT

LATERAL

RESTRAINED JOINT PIPE

SOLID CONCRETE BLOCKS

CONCRETE

THRUST BLOCK

15"Lx18"Wx18"H

UNDISTURBED EARTH

VALVE BOX

HYDRANT TEE

GATE VALVE AS CLOSE TO

WATER MAIN AS POSSIBLE

GENERAL NOTES:

1. CONTRACTOR TO FILL ABANDONED WATERMAINS WITH FLOWABLE FILL

FOR 8" AND ABOVE DIAMETER PIPE

2. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO THE START OF WORK USING PA-1 CALL AND FIELD

VERIFICATION.

3. CONTRACTOR SHALL ABIDE BY ALL CITY, LOCAL, AND STATE

GUIDELINES AND SPECIFICATIONS.

4. CONTRACTOR SHALL NOTIFY DONNIE KIRCHNER BUREAU OF WATER

717-989-3693 FOR INSPECTION OF EXISTING HYDRANTS AND

VALVES DURING THE REMOVAL PROCESS FOR SALVAGE OF PARTS

5. ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE DAY OR

PLATED WITH APPROVAL OF THE PUBLIC WORKS DEPARTMENT

6. ALL NEW MAIN SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED PIPE

7. CONTRACTOR SHALL NOT EXPOSE MORE THAN 500 FEET OF WATER

LINE AT ANY GIVEN TIME

8. NOT ALL SERVICES ARE SHOWN. CONTRACTOR TO VERIFY ALL SERVICES

ARE CONNECTED TO NEW MAIN BEFORE OLD MAIN IS ABANDONED.

O

PROFESSIONAL

ENGINEER

REGISTERED

BENJAMIN MILES PERWIEN

PE089751

MMO N

C

W E A L T H OF

N N L

EP

S Y V NA

AI

WATER STREET WATER

MAIN REPLACEMENT

PROJECT

LANCASTER, PA

BUREAU OF ENGINEERING

SHEET

SCALE:

DESCRIPTION

DRAWN BY:

B. PERWIEN, PE

DATEOF4

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES 3

WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PA 1

SYSTEM, INC

CALL 1-800-242-1776

OR 8-1-1

AS NOTED

DETAIL SHEET 2

GENERAL NOTES:

1. CONTRACTOR TO FILL ABANDONED WATERMAINS WITH FLOWABLE FILL

FOR 8" AND ABOVE DIAMETER PIPE

2. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO THE START OF WORK USING PA-1 CALL AND FIELD

VERIFICATION.

3. CONTRACTOR SHALL ABIDE BY ALL CITY, LOCAL, AND STATE

GUIDELINES AND SPECIFICATIONS.

4. CONTRACTOR SHALL NOTIFY DONNIE KIRCHNER BUREAU OF WATER

717-989-3693 FOR INSPECTION OF EXISTING HYDRANTS AND

VALVES DURING THE REMOVAL PROCESS FOR SALVAGE OF PARTS

5. ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE DAY OR

PLATED WITH APPROVAL OF THE PUBLIC WORKS DEPARTMENT

6. ALL NEW MAIN SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED PIPE

7. CONTRACTOR SHALL NOT EXPOSE MORE THAN 500 FEET OF WATER

LINE AT ANY GIVEN TIME

8. NOT ALL SERVICES ARE SHOWN. CONTRACTOR TO VERIFY ALL SERVICES

ARE CONNECTED TO NEW MAIN BEFORE OLD MAIN IS ABANDONED.

WATER MAIN CROSSING UTILITIES (USING FITTINGS)

SCALE: NONE

WATER MAIN CROSSING UTILITIES (DEFLECTING JOINTS)

SCALE: NONE

1' -6

" M

IN

1' -6

" M

IN

1'-6" MIN.

1' -6

" M

IN

4' M

IN

4' N

O R

M

AL

C O

VE

R

(M

IN

4' N

O R

M

AL

C O

VE

R

(M

IN

4' N

O R

M

AL

C O

VE

R

(M

IN

NOTES:

ALL VERTICAL THRUST BLOCKS MUST BE APPROVED BY THE ENGINEER.

WHERE FIELD CONDITIONS WARRANT THAT A VERTICAL CLEARANCE OF 1'-6"

CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND SANITARY OR

STORM SEWERS, ENCASE THE WATER LINE IN CONCRETE AS SHOWN

6" M

IN

6" MIN.

CONCRETE ENCASING

DETAIL

SCALE: NONE

13.2' 3.2' 7.6'18.3'

11 14°45°

9.9'24.0'

90°

HORIZONTAL BEND ANGLE OR VERTICAL BEND UP

DIAM.

4" 2.6'

3.6' 4.8'

1.3' 1.8' 2.4'

22 12°

6" 8"

*ADD 12% TO LENGTH IF PIPE

IS POLYETHYLENE ENCASED

RESTRAINED PIPE LENGTH

FOR HORIZONTAL BENDS

AND VERTICAL BENDS UP

BEND

ANGLE

RESTRAINED PIPE LENGTH RESTRAINED

PIPE LENGTH

16.5 23.3'

11 14°45°

29.8'

VERTICAL BEND ANGLE DOWN

DIAM.

4" 9.4' 13.2' 16.9'

5.0' 7.0' 9.0'

22 12°

6" 8"

*ADD 12% TO LENGTH IF PIPE

IS POLYETHYLENE ENCASED

RESTRAINED PIPE LENGTH

FOR VERTICAL BENDS DOWN

RESTRAINED PIPE LENGTH

SCHEDULE

SCALE: NONE

3 GATE VALVE AND VALVE BOX DETAIL

SCALE: NONE

" M

IN

. C

O

VE

R

NOTE:

IF EXTENSIONS ARE

NECESSARY

CONTRACTOR

SHALL SET PLUMB

AND ALIGN

PROPERLY FOR

ACCESS TO

OPERATION NUT

2.0% MAX

7"

9"

4"

6 CONCRETE SIDEWALK AND CURB

SCALE: NONE

2'

7 CONCRETE CURB REPLACEMENT

SCALE: NONE

7"

2'

R

EV

EA

L

2'-0" MAX

1/2"

RADIUS

2"

1 2"

4' -0

" M

IN

M

IN

6"

M

IN

1'

UTILITY TRENCH

RESTORATION DETAIL

SCALE: NONE

PIPE

DIAM.

12"

MIN.

5'-0" MINIMUM WIDTH

SHALL BE ROLLED WITH

NON-VIBRATORY STEEL WHEEL ROLLER

UTILITY

45° BEND

VERTICAL

THRUST

BLOCKS

BUTTRESS

BUTTRESS

VERTICAL

THRUST

BLOCK

UTILITY

FINISHED GRADE

UTILITY

FINISHED GRADE

UTILITY

COMPACTED BACKFILL

MATERIAL TO GRADE OR

STREET SUB-GRADE

NO ENCASEMENT IS

PERMITTED WITHIN

4 FEET OF A VALVE

4000 PSI

CONCRETE

ENCASEMENT

UNDISTURBED

EARTH

BROOM FINISH

4" CONCRETE SIDEWALK

CLASS AA

4 " RADIUS

2" RUBBER EXPANSION

JOINT AT SIDEWALK

(WHERE SIDEWALK

ABUTS CURB) 1

2" RADIUS

FINISHED

PAVEMENT

COMPACTED SUBGRADE

6" 2B STONE BASE

BITUMINOUS

SEALER

SEE CONCRETE CURB

REPLACEMENT DETAIL

GROUND LINE

SAW CUT LINE FULL DEPTH OF

EXISTING PAVEMENT

2" SUPERPAVE WEARING

COURSE, 12.5 mm MIX PG 64-22

3.0, 10.0 MILLION, ESAL'S SRL-H

4 12" SUPERPAVE BASE

COURSE 25 mm MIX PG64-22, 3.0<10.0 MILLION ESAL'S

2A STONE

BACKFILL

CLASS AA CONCRETE

SEAL JOINT W/

PG64S-22 (TYP) SPAV, WRG, PG 64E-22, 12.5 MM,

3.0<10.0 MILLION ESALS. DEPTH

2.0" SRL-E

SPAV. BASE, PG 64-S-22, 25.0

MM, 3.0<10.0 MILLION ESALS,

DEPTH 5.0" OR MATCH EXISTING

WHICH EVER IS BIGGER

PA DOT NO 2A

STONE BACKFILL

COMPACTION

SHALL BE DONE IN

4" INCREMENTS

LOCATOR TAPE MIN. 12" ABOVE PIPE,

MIN. 12" BELOW FINISHED GRADE

FINE AGGREGATE, NO.8 OR 2B

AGGREGATE BEDDING BACKFILL

RECESSED LID WITH WATER STAMP

FINISHED GRADE

ADJUSTABLE VALVE

BOX USE EXTENSIONS

AS REQUIRED

3 PIECE VALVE BOX

MJ GATE VALVE

WATER MAIN

NOTES: TAPPING SLEEVES AND VALVES OF THE SIZE(S) INDICATED ON THE DRAWINGS, AND

DESIGNED TO OPERATE AT A WORKING PRESSURE OF 200 PSI OR GREATER. TAPPING VALVE SHALL HAVE STANDARD FLANGE FOR BOLTING TO SLEEVE, MECHANICAL JOINT WITH SLOTTED HOLES FOR

BOLTING TO TAPPING MACHINE. TAPPING SLEEVE SHALL BE AWWA APPROVED CONSTRUCTION

SPLIT SLEEVE, MECHANICAL JOINT

TAPPING VALVE TAPPING SLEEVE

UTILITY TRENCH

RESTORATION DETAIL

SCALE: NONE

TAPPING SLEEVE AND

VALVE DETAIL

SCALE: NONE

NOTE: WEARING COURSE

ONLY REQUIRED WHERE

SPECIFIED.

O

PROFESSIONAL

ENGINEER

REGISTERED

BENJAMIN MILES PERWIEN

PE089751

MMO N

C

W E A L T H OF

N N L

EP

S Y V NA

AI

SPAV, BNDR, PG

64S-22, 19.0 MM,

3.0<10.0 MILLION

ESAL. DEPH 2.5"

WATER STREET WATER

MAIN REPLACEMENT

PROJECT