J02a Plans - Bridge Water Main Crossing.pdf

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Z P r o j e c t s I n d i a n

H e a l t h

S e r v i c e W a r m

S p r i n g s

B r i d g e

C r o s s i n g

D e s i g n C

A D

W

O R

K I N

G G d w g

CENTURY WEST ENGINEERING CORPORATION

REUSE OF DOCUMENTS

CENTURY WEST ENGINEERING CORPORATION.

PROJECT WITHOUT THE WRITTEN CONSENT OF

USED, IN WHOLE OR IN PART, FOR ANY OTHER

ENGINEERING CORPORATION, AND IS NOT TO BE

SERVICE, IS THE PROPERTY OF CENTURY WEST

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

THIS DRAWING, AND THE DESIGNS INCORPORATED

OF

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

30535.014.01

MAY 2021

SHITIKE CREEK BRIDGE; WATER MAIN CROSSING

CONFEDERATED TRIBES OF WARM SPRINGS

INDIAN HEALTH SERVICE

JFQ

DGR

MBB

N.T.S.

G-01

COVER SHEET

INDIAN HEALTH SERVICE

CONFEDERATED TRIBES OF WARM SPRINGS

SHITIKE CREEK BRIDGE; WATER MAIN CROSSING

DEPARTMENT OF HEALTH AND HUMAN SERVICES

DESIGN CONTRACT NO. HHHSI102201600002I

S

H

E

E

T

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N

D

E

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DWG SHEET TITLE

G-01 1 COVER SHEET

CP-01 2 WATER MAIN PLAN AND PROFILE

CP-02 3 THRUST BLOCK RESTRAINT AND PIPE SUPPORT

DETAILS

CP-03 4 TRENCH AND FITTING DETAILS

SEC. 26, T. 9S, R 12E W.M.

JEFFERSON COUNTY, OR

JOSEPH

ASTORIA

PORTLAND

THE DALLES

UMATILLA

BOARDMAN

LA GRANDE

TILLAMOOK

SALEM

NEWPORT

ALBANY

CORVALLIS

FLORENCE

REEDSPORT

EUGENE

COOS BAY

ROSEBURG

GRANTS PASS

MEDFORD

ASHLAND

KLAMATH FALLS

LAKEVIEW

BEND

REDMOND

PRINEVILLE

MADRAS

CONDON

BAKER

JOHN DAY

BURNS

ONTARIO

VALE

JORDAN

VALLEY

WASHINGTON

CALIFORNIA

NEVADA

I D

A H

O

I-5

MYRTLE CREEK

LEXINGTON

WARM SPRINGS

I

C

I

N

I

T

Y

M

A

P

V

E

G

E

N

D

L

EXISTING PROPOSED

EDGE OF PAVEMENT

EDGE OF CONCRETE

FLOW LINE CURB

WATER MAIN

SILT FENCE

GUARD RAIL

TOP OF WALL

TOE OF WALL

STORM DRAIN

ELECTRIC

OVERHEAD POWER

TELEPHONE

EDGE OF WATER

FENCE - CHAINLINK

FENCE - BARBED WIRE

BRIDGE BENT

BRIDGE DECK

MAJOR CONTOUR

MINOR CONTOUR

WATER VALVE

WATER METER

FIRE HYDRANT

UTILITY POLE

GUY WIRE ANCHOR

TELEPHONE BOX

STREET SIGN

CONTROL POINT

E o o o o o o o o

SD

CP

OHP

EW

T

X

O

C

A

T

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N

M

A

P

L

SHITIKE CREEK

H

O

L

L

Y

W

O

O

D

B

L

V

D

P-2000 RD

P

R

P

I U

M

S

H

A

N

V

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T

O

R

Y

N

PROJECT LOCATION

W W

N

N

LIST OF ABBREVIATIONS

DI DUCTILE IRON

OC ON CENTER

FL FLANGED JOINT

MJ MECHANICAL JOINT

TYP TYPICAL

0+00

1+00

2+00

3+00

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

W

Waterline PROFILE

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Z P r o j e c t s I n d i a n

H e a l t h

S e r v i c e W a r i n g s

B r i d g e

C r o s s i n g

D e s i g n C

A D

W

O R

K I N

G C

P d w g

CENTURY WEST ENGINEERING CORPORATION

REUSE OF DOCUMENTS

CENTURY WEST ENGINEERING CORPORATION.

PROJECT WITHOUT THE WRITTEN CONSENT OF

USED, IN WHOLE OR IN PART, FOR ANY OTHER

ENGINEERING CORPORATION, AND IS NOT TO BE

SERVICE, IS THE PROPERTY OF CENTURY WEST

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

THIS DRAWING, AND THE DESIGNS INCORPORATED

OF

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

30503.014.01

MAY 2021

SHITIKE CREEK BRIDGE; WATER MAIN CROSSING

CONFEDERATED TRIBES OF WARM SPRINGS

INDIAN HEALTH SERVICE

JFQ

DGR

MBB

1"=10'

CP-01

2STA 0+00 TO STA 3+00

WATER MAIN PLAN AND PROFILE

SEC. 26, T. 9S, R 12E W.M.

JEFFERSON COUNTY, OR

N

SCALE 1" =

10 20

10'

16" RESTRAINED DI CAP STA 2+95

16" RESTRAINED DI CAP STA 0+05

16" DI 11.25° VERTICAL BEND, FLxFL STA 0+59

16" DI 11.25° VERTICAL BEND, FL STA 0+78

16" DI 11.25° VERTICAL BEND, FLxFL STA 2+41

16" DI 11.25° VERTICAL

BEND, FL STA 2+22

WATERLINE PIPE SUPPORTS

7 @ 18' O.C. SEE DETAIL 2

SHEET CP-02

WATERLINE PIPE SUPPORTS

7 @ 18' O.C. SEE DETAIL 2 SHEET CP-02

16" DI BUTTERFLY

VALVE, FLxMJ STA 2+59

16" DI BUTTERFLY

VALVE, FLxMJ STA 0+41

BEGIN ALIGNMENT:

N: 399663.2810

E: 8002513.9777

WATER MAIN THRUST BLOCK

MAT FOOTING RESTRAINT

SEE DETAIL 1 SHEET CP-02

WATER MAIN THRUST BLOCK

MAT FOOTING RESTRAINT

SEE DETAIL 1 SHEET CP-02

AIR RELEASE VALVE. SEE

DETAIL 2, SHEET CP-03

INSTALL 16" DI PIPE PRESSURE

CLASS 350. ALL JOINTS RESTRAINED.

SEE DETAIL 1, SHEET CP-03

INSTALL 16" DI PIPE PRESSURE

CLASS 350. ALL JOINTS RESTRAINED.

SEE DETAIL 1, SHEET CP-03

PLACE SILT FENCE

AROUND EXCAVATION

ON CREEK BANKS (TYP.)

TEMPORARILY REMOVE CONCRETE BARRIER

AS NEEDED FOR TRENCHING (TYP.)

LIGHT POLE TO BE RELOCATED BY OTHERS

INSTALL 16" DI PIPE WITH TR FLEX JOINTS

PRESSURE CLASS 350. PIPE BELLS MUST

BE WITHIN 2' OF PIPE SUPPORT

COMMUNICATION CONDUIT TO

BE RELOCATED BY OTHERS

NOTE:

1. CONTRACTOR SHALL VERIFY TRUE LAYING LENGTH OF PIPE PRIOR TO INSTALLING PIPE SUPPORTS.

2. PIPE WITH TR FLEX JOINTS MUST BE SEATED AND EXTENDED PRIOR TO FINAL CLAMPING TO PIPE SUPPORTS.

3. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS AND METHODS TO PREVENT DEBRIS AND CONTAMINATION FROM

ENTERING THE CREEK.

INSTALL PIPE INSULATION PER

DETAIL 4, SHEET CP-03

REFERENCE PIPE CONNECTION

DETAIL 3, SHEET CP-03

REFERENCE PIPE CONNECTION

DETAIL 3, SHEET CP-03

A A

C

C

B B

3" CLR

C L R

5"

3" CLR

10" MIN

EMBED

C L R

3'-3" 23'-6" 3'-3"

C

L R

3" CLR

C

L R

10" MIN

EMBED

CONC PIPE CRADLE W/ GALV PREFAB

"HALF CLAMP" AND (4) 3/4" GR 36

GALV THREADED ANCHOR BOLTS,

REF SECTION C-C

(3) #3 TIES AT 3" OC AT TOP,

8" OC EVERYWHERE ELSE

(3) #3 TIES AT 8" OC

AT INNER CAGE

3'-6" W x 30'-6" L x 1'-6" THICK FTG.

REINFORCE W/ (4) #6 LONGITUDINAL

BARS EQ SPACED AT THE TOP, AND (4)

#7 LONGITUDINAL BARS EQ SPACED AT

BOTTOM. INSTALL #4 TRANSVERSE

BARS 12" OC TOP AND BOT

CONC PIPE CRADLE W/ GALV PREFAB

"HALF CLAMP" AND (4) 3/4" GR 36

GALV THREADED ANCHOR BOLTS,

REF SECTION C-C

12" MIN DOWEL

EMBED

8"

6"

1'-0" 2'-6" MAX

C12x20.7x1'-9" LENGTH

(COPED AS REQD)

PIPE SADDLE SUPPORT (MIN PIPE BEARING = 0'-4",

MIN PL THICKNESS = 1/2") W/ CLAMP OR U-BOLT

FROM PIPING TECH. WELD SADDLE TO SUPPORT

PER MANUF RECOMMENDATIONS

16" DIA DUCTILE

IRON PIPE

MC8x21.4 x 3'-6"

LENGTH

PL 3/8" WEB

STIFFENER

1/4"

1/4"

5/8" DIA THREADED ROD

EPOXY EMBED 3.125" INTO

HOLLOW CORE GIRDER W/

SIMPSON SET 3G EPOXY

(E) CONCRETE HOLLOW

CORE GIRDER BEAM

(1) #5 SHEAR PIN POST INSTALLED W/

SIMPSON SET 3G EPOXY (MIN EMBED

INTO HOLLOW CORE GIRDER = 3")

AT 18'-0" OC (SUPPORT LOCATIONS)

3/4" DIA THREADED ROD EPOXY

EMBED 8" INTO CONC CURB W/

SIMPSON SET 3G EPOXY

1/2"x4"x1'-3" GR 36 PLATE

RADIUS = 110

DEG MIN

1/4"

3'-6"

32" MIN

MAT FOOTING BELOW

(4) #4 DOWELS ((2) EA SIDE OF

CRADLE) TO FTG. TERMINATE

W/ STANDARD 90 DEG HOOK

16" WATER MAIN

CONCRETE PIPE CRADLE

(SIZE AS SHOWN)

(2) 3/4" DIA GR 36 GALV

THREADED ANCHOR BOLTS

EA SIDE OF CRADLE

2"

4"

8"

3'-6"

3" MIN

32" MIN

2"

4"

8"

MAT FOOTING BELOW

(8) #4 DOWELS FROM PEDESTAL

TO FTG. TERMINATE W/

STANDARD 90 DEG HOOK

(4) #4 DOWELS ((2) EA SIDE OF

CRADLE) TO FTG. TERMINATE

W/ STANDARD 90 DEG HOOK

16" WATER MAIN

3'-6"x2'-6" x HEIGHT AS REQD

CONCRETE PEDESTAL

(2) 3/4" DIA GR 36 GALV

THREADED ANCHOR BOLTS

EA SIDE OF CRADLE

CONCRETE PIPE CRADLE

3/4" GR 36 GALV FABRICATED

STEEL PIPE COLLAR

(1) #3 TIE W/ 135 DEG

HOOKS EA END

MAT FTG OR TOP OF

CONC PEDESTAL

10" MIN

EMBED

2" 2"

4"4"

3"

CONC PIPE CRADLE

KEYED OR ROUGHENED

JOINT (1/4" AMPLITUDE)

7"

3/4" DIA GR 36 GALV THREADED

ROD EMBED INTO CONC

CRADLE AND FTG AS SHOWN

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Z P r o j e c t s I n d i a n

H e a l t h

S e r v i c e W a r i n g s

B r i d g e

C r o s s i n g

D e s i g n C

A D

W

O R

K I N

G C

P d w g

CENTURY WEST ENGINEERING CORPORATION

REUSE OF DOCUMENTS

CENTURY WEST ENGINEERING CORPORATION.

PROJECT WITHOUT THE WRITTEN CONSENT OF

USED, IN WHOLE OR IN PART, FOR ANY OTHER

ENGINEERING CORPORATION, AND IS NOT TO BE

SERVICE, IS THE PROPERTY OF CENTURY WEST

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

THIS DRAWING, AND THE DESIGNS INCORPORATED

OF

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

30503.014.01

MAY 2021

SHITIKE CREEK BRIDGE; WATER MAIN CROSSING

CONFEDERATED TRIBES OF WARM SPRINGS

INDIAN HEALTH SERVICE

MBP

TTT

MBB

1"=20'

CP-02

3THRUST BLOCK RESTRAINT AND PIPE SUPPORT

WATER MAIN DETAILS

SEC. 26, T. 9S, R 12E W.M.

JEFFERSON COUNTY, OR

SECTION A-A

SECTION B-B

SECTION C-C

CP-02

MAT FOOTING RESTRAINT

N.T.S.

WATER MAIN - THRUST BLOCK

CP-02

WATER LINE PIPE SUPPORT

N.T.S.

NOTE:

1. PIPE SUPPORTS LOCATED AT 18'-0" OC. ALL CONNECTIONS NOTED

IN DETAIL BELOW APPLY TO EA SUPPORT LOCATION. SUPPORTS SHOULD

BE INSTALLED 8" OR MORE FROM ANY JOINTS IN CONCRETE MEMBERS.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION AND INSTALLATION.

3. ALL EXPOSED STEEL TO BE GALVANIZED.

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

Z P r o j e c t s I n d i a n

H e a l t h

S e r v i c e W a r i n g s

B r i d g e

C r o s s i n g

D e s i g n C

A D

W

O R

K I N

G C

P d w g

CENTURY WEST ENGINEERING CORPORATION

REUSE OF DOCUMENTS

CENTURY WEST ENGINEERING CORPORATION.

PROJECT WITHOUT THE WRITTEN CONSENT OF

USED, IN WHOLE OR IN PART, FOR ANY OTHER

ENGINEERING CORPORATION, AND IS NOT TO BE

SERVICE, IS THE PROPERTY OF CENTURY WEST

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

THIS DRAWING, AND THE DESIGNS INCORPORATED

OF

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

DATE:

30503.014.01

MAY 2021

SHITIKE CREEK BRIDGE; WATER MAIN CROSSING

CONFEDERATED TRIBES OF WARM SPRINGS

INDIAN HEALTH SERVICE

JFQ

DGR

MBB

AS SHOWN

CP-03

4TRENCH AND FITTING DETAILS

WATER MAIN DETAILS

SEC. 26, T. 9S, R 12E W.M.

JEFFERSON COUNTY, OR

HYDROSEED SURFACE RESTORATION

M

I N

C

O V

E R

PIPE BEDDING

TONING

WIRE

PIPE WARNING

TAPE

4" IN SOIL

6" IN ROCK

TRENCH WIDTH "W"

= O.D. + 12"

CP-03

WATER MAIN TRENCHING

N.T.S.

CP-03

PIPE CONNECTION DETAIL

1"=2'

THRUST RESTRAINT

RESTRAINED MJ FITTING

16" DI BUTTERFLY VALVE (FLxMJ)

WITH GEAR OPERATOR

16" DI SPOOL

16" DI SPOOL

16" DI PIPE CLASS 350

TR FLEX RESTRAINED JOINTS

RESTRAINED FLANGE COUPLING ADAPTER

16" DI 11.25° BEND (FLxFL)

16" DI 11.25° BEND (FLxFL)

M

A

X

17.5'

CP-03

AIR RELEASE VALVE

N.T.S.

2" CORPORATION BALL VALVE

2" DI SERVICE SADDLE WITH DUAL STAINLESS

STRAPS, ROMAC 202NS OR EQUIVALENT

30"

6"

6"

I

P

I

P

E

VALVE INSULATION JACKET

2" AIR RELEASE VALVE

DOWNTURNED VENT WITH SCREENED OUTLET

STEEL AIR VALVE ENCLOSURE

WITH LOCKING ACCESS PANEL

ENCLOSURE FASTENED TO PIPE WITH SS STRAPPING

2" PIPE INSULATION

CP-03

PIPE INSULATION DETAIL

N.T.S.

26 GAUGE ALUMINUM JACKET

16" DI PIPE

2" POLYSTYRENE FOAM INSULATION

STAINLESS STEEL STRAPPING AT 24" O.C.

24" TYP.

NOTES:

1. INSULATION AND JACKET SHALL BE CUT OUT AROUND SUPPORT SADDLES

2. JACKET SHALL BE LAPPED AT ALL JOINTS AND SEALED WITH JACKETING TAPE

REFERENCE DETAIL 1 SHEET CP-02 FOR STRUCTURAL DETAILS

RESTRAINED FLANGE COUPLING ADAPTER

ADJUSTABLE CAST IRON VALVE BOX

NOTE:

MAKE PIPE LENGTH ADJUSTMENTS IN THE FIELD SO THAT

PIPE RESTS NATURALLY IN CRADLES BEFORE CLAMPING.