Ruston 2015 Winnifred St TIB Improvement Plans 2015-04-14 Bid Set.pdf

N. 51ST ST.

N. W

INN

IFR

ED

ST.

N. S

HIR

LEY

ST.

N. W

INN

IFR

ED

ST.

CITY LIMITS

N. H

IGH

LAN

D S

T.

N. S

HIR

LEY

ST.

N. H

IGH

LAN

D S

T.

N. 52ND ST.

N. 51ST ST.

N. 53RD ST.

N. 54TH ST.

N. 53RD ST.

N. 54TH ST.

N. 52ND ST.

CITY HALL& FIRESTATION

CITY OF RUSTON

CITY OF TACOMA

COM

MENCEM

ENT BAYWINNIFRED ST. TIB IMPROVEMENTS

JIM HEDRICK

MAYOR:

COUNCIL MEMBERS:

DEB KRISTOVICH

LYLE HARDIN

JANE HUNT

BRUCE HOPKINS

OPERATIONS MANAGER:

STEVE TAYLOR

ROB WHITE

PLANNING DIRECTOR:

CITY OF RUSTON

A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.

CITY OF RUSTON, PIERCE COUNTY, WASHINGTON

VICINITY MAPNTS

JUDY GRAMS

CLERK/TREASURER:

Winnifred St., N. 51st St. to N. 54th St.Cover Sheet

1 of 23

CITY OF

RUSTON

Civil Municipal Geotechnical Engineering and Planning

Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990

Approved By

SHEET

NO DATE BY APPR REVISIONS

SURFACE RESTORATION DETAILS

22.

13.

20.

21.

23.

11.

10.

16.

12.

SCHEDULE B 53rd ST. ASPHALT REPLACEMENT

18.

TIB PROJECT # 6-P-135(002)-1

51st ST. TO 53rd ST. EXISTING CONDITIONS, DEMOLITION, & EROSION CONTROL PLAN

4.

52nd ST. TO 53rd ST. EAST SIDE PLAN & PROFILE

SHEET INDEX

3.

EROSION CONTROL DETAILS & NOTES5.

6.

7.

51st ST. TO 52nd ST. EAST SIDE PLAN & PROFILE

8. 53rd ST. TO 54th ST. EAST SIDE PLAN & PROFILE

9.

CURB RAMP DETAILS

STORM & SEWER DETAILS

CROSS SECTIONS

TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Cover.dwg

52nd ST. TO 53rd ST. WEST SIDE PLAN & PROFILE

51st ST. TO 52nd ST. WEST SIDE PLAN & PROFILE

53rd ST. TO 54th ST. WEST SIDE PLAN & PROFILE

51st & 52nd ST. INTERSECTION & CURB RAMP IMPROVEMENTS

BID DOCUMENTS

17.

53rd ST. & 54th ST. INTERSECTION & CURB RAMP IMPROVEMENTS

19.

2. NOTES, LEGEND, & ABBREVIATIONS

1. COVER SHEET

53rd ST. TO 54th ST. STRIPING & SIGNING PLAN

51st ST. TO 53rd ST. STRIPING & SIGNING PLAN

53rd ST. TO 54th ST. EXISTING CONDITIONS, DEMOLITION, & EROSION CONTROL PLAN

N. 51st ST. to N. 54th ST.

ELECTRICAL DETAILS

15.

14.

SCHEDULE A 53rd ST. TO 54th ST. IRRIGATION PLAN

SCHEDULE A 51st ST. TO 53rd ST. IRRIGATION PLAN

LYNN SYLER

LOCATIONPROJECT

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EXISTING PROPOSED

LEGEND



Winnifred St., N. 51st St. to N. 54th St.Notes, Legend, & Abbreviations

2 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Details.dwg

BID DOCUMENTS

ABBREVIATIONS

NOTES

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3 of 23

CITY OF

RUSTON

Civil Municipal Geotechnical Land Surveying


Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg

BID DOCUMENTS

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50

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EET

52N

D S

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EET

52N

D S

TR

EET

52N

D S

TR

EET

51ST

STREE

T

51ST

STR

EET

WINNIFRED STREET

WINNIFRED STREET

51st St. to 53rd St. Existing Conditions,Demolition & Erosion Control Plan

Winnifred St., N. 51st St. to N. 54th St.

LEGEND

CONSTRUCTION NOTES:

SCHEDULE "A"

SCHEDULE "F"

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CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1




BID DOCUMENTS

MA

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HLI

NE

STA

. 10+

00

SEE

SHEE

T 3

FO

R C

ON

TIN

UA

TIN

O

54TH

STR

EET

53R

D S

TR

EET

53R

D S

TR

EET

WINNIFRED STREET

Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St. Existing Conditions,

Demolition & Erosion Control Plan

LEGEND

CONSTRUCTION NOTES:

SCHEDULE "A"

SCHEDULE "F"

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Winnifred St., N. 51st St. to N. 54th St.Erosion Control Details & Notes

5 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1


NOT TO SCALE

FILTERED

WATER

4.

3.

2.

1.

STRAW WATTLE BERM DETAIL

STORM DRAIN INLET PROTECTION

BID DOCUMENTS

CONSTRUCTION ENTRANCE ROCK PAD

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Winnifred St., N. 51st St. to N. 54th St.51st St. to 52nd St.

6 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

East Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg

SEE SHEET 9 FOR WEST SIDE IMPROVEMENTS

SEE

SHEE

T 7

FO

R C

ON

TIN

UA

TIO

N

WINNIFRED STREET

51S

T. S

TRE

ET

52N

D S

TRE

ET

BID DOCUMENTS

SEE

SHEE

T 7

FO

R C

ON

TIN

UA

TIO

N

CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)

STA. 5+09.46BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)

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Winnifred St., N. 51st St. to N. 54th St.52nd St. to 53rd St.

7 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1



SEE

SHEE

T 8

FO

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ON

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SEE

SHEE

T 6

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WINNIFRED STREET

53R

D S

TRE

ET

52N

D S

TRE

ET

SEE

SHEE

T 6

FO

R C

ON

TIN

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ON

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BID DOCUMENTS

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0+00



Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St.

8 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1



SEE

SHEE

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STR

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BID DOCUMENTS

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Winnifred St., N. 51st St. to N. 54th St.51st St. to 52nd St.

9 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Plan & Profile.dwg

West Side Plan & Profile

SEE SHEET 6 FOR EAST SIDE IMPROVEMENTS

SEE

SHEE

T 1

0 F

OR

CO

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UA

TIO

N

WINNIFRED STREET51

ST.

STR

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52N

D. S

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SEE

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0 F

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BID DOCUMENTS

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Winnifred St., N. 51st St. to N. 54th St.52nd St. to 53rd St.

10 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

West Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg


SEE

SHEE

T 1

1 F

OR

CO

NTIN

UA

TIO

N

SEE

SHEE

T 9

FO

R C

ON

TIN

UA

TIO

N

SEE

SHEE

T 1

1 F

OR

CO

NTIN

UA

TIO

N

WINNIFRED STREET

53R

D S

TRE

ET

52N

D S

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SEE

SHEE

T 9

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ON

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BID DOCUMENTS

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11 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

West Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg


SEE

SHEE

T 1

0 F

OR

CO

NTIN

UA

TIO

N

WINNIFRED STREET

54TH

STR

EE

T

53R

D S

TRE

ET

SEE

SHEE

T 1

0 F

OR

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NTIN

UA

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BID DOCUMENTS

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7.00' MIN.

5.00'

10.00'

24.00'

10.00'

5.00'

7.00' MIN.

7.00' MIN.'

5.00'

10.00'

24.00'

10.00'

5.00'

7.00' MIN.

7.00' MIN.

5.00'

10.00'

24.13

10.00'

5.00'

7.00' MIN.

7.00' MIN.

5.00'

10.00'

24.13

10.00'

5.00'

7.00' MIN.



51st St. to 53rd St.Striping & Signing Plan

12 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1


BID DOCUMENTS

MA

TC

HLI

NE

STA

. 5+

50

SEE

BEL

OW

FO

R C

ON

TIN

UA

TIO

N

MA

TC

HLI

NE

STA

. 5+

50

SEE

AB

OV

E FO

R C

ON

TIN

UA

TIO

N

MA

TC

HLI

NE

STA

. 10+

00

SEE

SHEE

T 1

3 F

OR

CO

NTIN

UA

TIO

N

53R

D S

TR

EET

53R

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

51ST

STREE

T

51ST

STR

EET

WINNIFRED STREET

WINNIFRED STREET


WINNIFRED STREET

WINNIFRED STREET

R1-1

R4-7

W11-2

W16-7P

R3-17

R3-17aP

R3-17bP

R8-3

R5-1

30x30

24x30

30x30

24x12

24x18

24x8

24x8

24x24

30x30

R3-17

24x18 R5-1

30x30

R4-7

24x30

STA. 1+54.56,

STA. 1+77.00,7.78' LT.

36.73' LT.

STA. 1+66.460.29' LT.

STA. 1+67.85,35.71' RT.

STA. 3+07.06,36.71' RT.

STA. 5+09.43,7.22' RT.

STA. 5+27.46,0.28' LT.

STA. 5+13.96,32.25' RT.

W11-2

W16-7P30x30

24x12

STA. 5+27.84,35.21' LT.

STA. 5+33.36,49.52' LT.

W11-2

W16-7P30x30

24x12

STA. 5+83.80,32.82' LT. R5-1

30x30

STA. 5+88.36,7.56' LT.

W11-2

W16-7P30x30

24x12

STA. 5+70.23,35.27' RT.

R4-7

24x30

STA. 5+70.33,0.02' RT.

R1-1

30x30

STA. 5+65.82,49.29' RT.

R1-1

30x30

STA. 9+88.44,51.38' LT.

W16-7P30x30

24x12

STA. 9+85.81,35.76' LT.

R4-7

24x30

STA. 9+84.23,0' RT.

R5-1

30x30

STA. 9+66.20,7.57' RT.

W11-2

W16-7P30x30

24x12

STA. 9+70.77,34.27' RT.

INSTALL PLASTIC BICYCLELANE SYMBOL INSTALL 6" WIDE SOLID

WHITE PAINT LINE

INSTALL PLASTIC BICYCLELANE SYMBOL

INSTALL 6" WIDE SOLIDWHITE PAINT LINE


WHITE PAINT LINE

INSTALL 6" WIDE SOLIDWHITE PAINT LINE

INSTALL PLASTIC BICYCLELANE SYMBOL

R3-17

24x18

STA. 5+13.81,33.89' LT.

R3-17

24x18

STA. 9+70.35,33.56' LT.

R3-17

24x18

STA. 5+83.77,33.80' RT.

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7.00' MIN.

5.00'

10.00'

23.86'

10.00'

5.00'

7.00' MIN.

7.00' MIN.

5.00'

10.00'

23.86'

10.00'

5.00'

7.00' MIN.

13 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1




BID DOCUMENTS

MA

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HLI

NE

STA

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00

SEE

SHEE

T 1

2 F

OR

CO

NTIN

UA

TIN

O

54TH

STR

EET

53R

D S

TR

EET

53R

D S

TR

EET

WINNIFRED STREET


Striping & Signing Plan

WINNIFRED STREET

1.

2.

4" M

AX

.

TOP OF

SIGN POST

TOP OF SIGN

SIGN POST

2

"

VA

RIE

S

VA

RIE

S

"H

1" P

OS

T H

EIG

HT

SE

E N

OT

E 2

FINISHED

GROUND

LINE

TOP OF LOWER

SQUARE TUBE

3' - 6

"

3' - 0

"

1"

COMMERCIAL CONCRETE

9

"

SIGN POST

LOWER SIGN

POST SUPPORT

~ ~

BOLT STOP

FOR SIGN POST

~~

12"

DIAM.

SE

E S

TD

. P

LA

N G

-2

0.1

0

STEEL SIGN SUPPORTTYPE ST-4

INSTALLATION DETAILS

7

' - 0

"

LOWER SIGN POST SUPPORT ~

3", 7 GAGE, HOT-DIP GALV.,

HEAVY DUTY ANCHOR

3.

BOTTOM

OF SIGN

SIGN POST ~ 2 1/2"

SQUARE, 12 GAGE

STEEL TUBE ~

SEE NOTE 3

SIGN BRACE, WHEN

REQUIRED ~ SEE

STD. PLAN G-50.10

SIGN PANEL

SIGN PANEL

BOTTOM

OF SIGN

BOLT STOP

FOR SIGN POST

HEX BOLT WITH NUT

AND WASHER (TYP.)

Dimensions for the parts used to assemble the base con-

nections are intentionally not shown. Base connections are

patented, manufactured products that are in compliance with

NCHRP 350 crash test criteria. The base connection details

are only shown on this plan to illustrate how the parts are

assembled.

For "H1" refer to the Sign Specification Sheet in the Contract.

A 2" post with a 2 1/4" PSST anchor, or a 2 1/4" post with a

2 1/2" PSST anchor may be substituted. ~

See Contract Plans.

SHEET 1 OF 1 SHEET

1

2

3

Bid Item "Bicycle Lane Symbol"

includes Bike Lane Arrow and

Bike Rider Symbol.

2' x 6' White Bike Lane Arrow

Bike Rider Symbol

6' - 0

"

1' - 0"

2' - 8

"

3' - 0

"

3"

6"

See contract for location and material requirements.

MARKING AREA

4.25 SQ.FT.

TR

AF

FIC

1

EDGE OF

BIKE LANE

2

BICYCLE

LANE

`

WIDE LANE LINE

3

6' - 0

"6

' - 0

"6

' - 0

"

TOTAL MARKING AREA

10.27 SQ.FT.

6' - 0

"

3' - 4"

GRID IS 1" SQUARE

MARKING AREA

6.02 SQ.FT.

R3-17

R3-17aP

R3-17bP24x18

24x8

24x8

R3-17

24x18

R5-1

30x30

STA. 10+54.96,7.62' LT.

W11-2

W16-7P30x30

24x12

STA. 10+50.47,33.35' LT.

R4-7

24x30

STA. 10+36.93,0.19' LT.

R1-1

30x30

STA. 10+32.58,51.16' RT.

W11-2

W16-7P30x30

24x12

STA. 10+35.04,36.29' RT.

R4-7

24x30

STA. 14+19.03,0.20' LT.

R5-1

30x30

STA. 14+01.01,7.24' RT.

W11-2

W16-7P30x30

24x12

STA. 14+18.64,40.07' LT.

STA. 13+92.47,36.73' LT.

STA. 14+01.09,36.27' RT.

STA. 14+05.56,32.37' RT.


WHITE PAINT LINE

INSTALL 6" WIDE SOLIDWHITE PAINT LINE INSTALL PLASTIC BICYCLE

LANE SYMBOL

R3-17

24x18

STA. 10+50.54,33.12' RT.

LANE LANE

8'

4'

2'

(TYP.)

1' 1'

1'

5' MAX.

(TYP.)

1' WIDE FOR 4' SHOULDERS

2' WIDE FOR SHOULDERS OVER 4' WIDE

1' MIN.

`

ROADWAY

`

LANE

SHOULDER AREA

SHOULDER AREA

CROSSWALK LINE

STOP LINE

SHEET 1 OF 1 SHEET

EDGE OF PAVEMENT, OR FACE OF

CURB (WITHOUT GUTTER), OR EDGE

OF GUTTER PAN (WHEN THERE IS

CURB & GUTTER) (TYP.)

INSTALL CROSSWALK LINES IN

SHOULDER AREAS ONLY WHEN

ADJACENT TO A SIDEWALK OR

A SEPARATE WALKWAY (TYP.)

SHOULDER

EDGE OF CONCRETE

GUTTER

SIDEWALK

SIDEWALK

SHOULDER

EDGE OF CONCRETE

GUTTER

SIDEWALK

SHOULDER

EDGE OF CONCRETE

GUTTER

EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY

MIN

.

EDGE OF CONCRETE

GUTTER

SIDEWALK

SHOULDER

INSTALL CROSSWALK LINES

PARALLEL TO THE ROADWAY

1. See the Contract Plans for locations of crosswalk centerlines.

To the maximum extent possible, curb ramp centerline should

be perpendicular to the crosswalk centerline.

To the maximum extent possible, crosswalks should be

perpendicular to the centerline of the traveled way.

2.

3.

STA. 14+25.34,48.62' RT.REMOVE & RESETEXISTING SIGN

R1-1

30x30

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51st St. to 53rd St.Schedule "A" Irrigation Plan

14 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1


BID DOCUMENTS

MA

TC

HLI

NE

STA

. 5+

50

SEE

BEL

OW

FO

R C

ON

TIN

UA

TIO

N

MA

TC

HLI

NE

STA

. 5+

50

SEE

AB

OV

E FO

R C

ON

TIN

UA

TIO

N

MA

TC

HLI

NE

STA

. 10+

00

SEE

SHEE

T 1

5 F

OR

CO

NTIN

UA

TIO

N

53R

D S

TR

EET

53R

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

52N

D S

TR

EET

51ST

STREE

T

51ST

STR

EET

WINNIFRED STREET

WINNIFRED STREET


WINNIFRED STREET

WINNIFRED STREET

VALVE CHARTPOINT OF

CONNECTIONFLOW(GPM)

EXISTINGVALVE

(REINSTALL)

EXISTINGCONTROLLER(REINSTALL)

1 18.5 A1: 1 1/2" PGA A: DDCWP-6-GV

CONTROLLER

ZONE

1 18.6 A2: 1 1/2" PGA "

1 16.4 B1: 1 1/2" PGA B: DDCWP-2-GV

1 17.0 B2: 1 1/2" PGA

2 20.7 C1: 1 1/2" PGA C: DDCWP-6-GV

2 20.0 C2: 1 1/2" PGA

2 19.1 D1: 1 1/2" PGA D: DDCWP-2-GV

2 19.8 D2: 1 1/2" PGA

3 18.0 E1: 1 1/2" PGA E: DDCWP-6-GV

3 17.2 E2: 1 1/2" PGA

3 18.2 F1: 1 1/2" PGA F: DDCWP-2-GV

3 18.8 F2: 1 1/2" PGA

"

"

"

"

"

EQUIPMENT LIST

SYMBOL TYPEDESCRIPTION

RAINBIRD 1806-SAM P45-R17-24H6" POP-UP LAWN ROTOR W/ 180° SPRAY

MFR

. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)

RAINBIRD 1806-SAM P45-R13-18H6" POP-UP LAWN ROTOR W/ 180° SPRAY. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)

RAINBIRD 1806-SAM PRS-10 F 6" POP-UP LAWN SPR W/ 360° SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.60 GPM)

RAINBIRD 1806-SAM PRS-HE-VAN-10 6" POP-UP LAWN SPR W/ VAN SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.25 GPM)

WILKINS #200 - 3/4" - ANGLE MANUAL DRAIN VALVE ASSEMBLY

EXISTING WATER METER REINSTALL EXISTING WATER METER,METER YOKE, AND METER BOX

EXISTING DOUBLE CHECK REINSTALL EXISTING DCV ANDVALVE BOX

CONTROL VALVES (ICV')REINSTALL EXISTING ICV'S ANDIRRIGATION CONTROLLERS

VALVE (DCV)

EXISTING IRRIGATION

SHEET NOTES:

(1.84 GPM)

(1.00 GPM)

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15 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1




BID DOCUMENTS

MA

TC

HLI

NE

STA

. 10+

00

SEE

SHEE

T 1

4 F

OR

CO

NTIN

UA

TIN

O

54TH

STR

EET

53R

D S

TR

EET

53R

D S

TR

EET

WINNIFRED STREET


Schedule "A" Irrigation Plan

WINNIFRED STREET

SHEET NOTES:

IRRIGATION NOTES

TREE PROTECTION NOTES

IRRIGATION EQUIPMENT REINSTALLATION DETAIL (TYP.)

VALVE CHARTPOINT OF

CONNECTIONFLOW(GPM)

EXISTINGVALVE

(REINSTALL)

EXISTINGCONTROLLER(REINSTALL)

1 18.5 A1: 1 1/2" PGA A: DDCWP-6-GV

CONTROLLER

ZONE

1 18.6 A2: 1 1/2" PGA "

1 16.4 B1: 1 1/2" PGA B: DDCWP-2-GV

1 17.0 B2: 1 1/2" PGA

2 20.7 C1: 1 1/2" PGA C: DDCWP-6-GV

2 20.0 C2: 1 1/2" PGA

2 19.1 D1: 1 1/2" PGA D: DDCWP-2-GV

2 19.8 D2: 1 1/2" PGA

3 18.0 E1: 1 1/2" PGA E: DDCWP-6-GV

3 17.2 E2: 1 1/2" PGA

3 18.2 F1: 1 1/2" PGA F: DDCWP-2-GV

3 18.8 F2: 1 1/2" PGA

"

"

"

"

"

EQUIPMENT LIST

SYMBOL TYPEDESCRIPTION

RAINBIRD 1806-SAM P45-R17-24H6" POP-UP LAWN ROTOR W/ 180° SPRAY

MFR

. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)

RAINBIRD 1806-SAM P45-R13-18H6" POP-UP LAWN ROTOR W/ 180° SPRAY. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)

RAINBIRD 1806-SAM PRS-10 F 6" POP-UP LAWN SPR W/ 360° SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.60 GPM)

RAINBIRD 1806-SAM PRS-HE-VAN-10 6" POP-UP LAWN SPR W/ VAN SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.25 GPM)

WILKINS #200 - 3/4" - ANGLE MANUAL DRAIN VALVE ASSEMBLY

EXISTING WATER METER REINSTALL EXISTING WATER METER,METER YOKE, AND METER BOX

EXISTING DOUBLE CHECK REINSTALL EXISTING DCV ANDVALVE BOX

CONTROL VALVES (ICV')REINSTALL EXISTING ICV'S ANDIRRIGATION CONTROLLERS

VALVE (DCV)

EXISTING IRRIGATION

(1.84 GPM)

(1.00 GPM)

ELECTRIC CONTROL VALVE POP-UP SPRINKLER ASSEMBLY

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53rd St. Asphalt Replacement16 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

Schedule "B"

14101 Winnifred St. Plan & Profile.dwg

53RD STREET

ALL

EY

BE

TWE

EN

HIG

HLA

ND

ST.

& W

INN

IFE

D S

T.

ASPHALT PAVEMENTFOR ROADWAY SURFACE

SCHEDULE "B"

BID DOCUMENTS

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N. 5

2ND

N. WINNIFRED STREET

N. WINNIFRED STREET

N. 5

2ND

5128 N. WINNIFRED ST


STR

EE

TS

TRE

ET

N. WINNIFRED STREET

N. WINNIFRED STREET

SA

WC

UT

LIM

ITS

51S

T S

TRE

ET


17 of 23

CITY OF

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TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Intersection Curb Ramps.dwg

52nd St. Intersection & Curb RampImprovements



BID DOCUMENTS

CURB RADIUS TABLE

STREET LIGHTING TABLE

SCHEDULE "A" STORM TABLE

SCHEDULE "C" STORM TABLE

CURB RADIUS TABLE STREET LIGHTING TABLE

SCHEDULE "A" SCHEDULE "A"

SCHEDULE "A"

SCHEDULE "A"

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N. 5

3RD

N. WINNIFRED STREET

N. 5

3RD

STR

EE

TS

TRE

ET

N. WINNIFRED STREET

N. 5

4TH

STR

EE

T

N. WINNIFRED STREET

SA

WC

UT

LIM

ITS




18 of 23

CITY OF

RUSTON



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TIB PROJECT # 6-P-135(002)-1

14101 Winnifred St. Intersection Curb Ramps.dwg

53rd St. & 54th St. Intersection & CurbRamp Improvements



BID DOCUMENTSCURB RADIUS TABLESTREET LIGHTING TABLE

SCHEDULE "A" STORM TABLE

SCHEDULE "C" STORM TABLE

HYDRANT ASSEMBLY DETAILSCHEDULE "A"

SCHEDULE "A"SCHEDULE "A"

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104

106

108

110

104

106

108

110

0 20 400-20-40102

104

106

108

102

104

106

108

0 20 400-20-40102

104

106

108

102

104

106

108

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

98

100

102

104

98

100

102

104

0 20 400-20-4098

100

102

104

98

100

102

104

0 20 400-20-40 98

100

102

104

98

100

102

104

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

114

116

118

120

114

116

118

120

0 20 400-20-40112

114

116

118

112

114

116

118

0 20 400-20-40 112

114

116

118

112

114

116

118

0 20 400-20-40110

112

114

116

110

112

114

116

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

110

112

114

116

110

112

114

116

0 20 400-20-40 108

110

112

114

108

110

112

114

0 20 400-20-40108

110

112

114

108

110

112

114

0 20 400-20-40106

108

110

112

106

108

110

112

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

122

124

126

128

122

124

126

128

0 20 400-20-40120

122

124

126

120

122

124

126

0 20 400-20-40120

122

124

126

120

122

124

126

0 20 400-20-40118

120

122

124

118

120

122

124

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

4+00.00

118

120

122

118

120

122

0 20 400-20-40116

118

120

122

116

118

120

122

0 20 400-20-40116

118

120

122

116

118

120

122

0 20 400-20-40

EX. 2" GASMAIN

EX. 2" GASMAIN

EX. 2" GASMAIN

100

102

104

106

100

102

104

106

0 20 400-20-40

EX. 2" GASMAIN


19 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1

Cross Sections

14101 Winnifred St. Cross Sections.dwg

51S

T. S

T. T

O 5

2ND

ST.

52N

D. S

T. T

O 5

3RD

ST.

53R

D S

T. T

O 5

4TH

ST.

BID DOCUMENTS

STA. 2+00 STA. 2+50 STA. 3+00 STA. 3+50

STA. 4+00

STA. 4+50 STA. 5+00

STA. 6+00 STA. 6+50 STA. 7+00 STA. 7+50

STA. 8+00 STA. 8+50 STA. 9+00 STA. 9+50

STA. 12+50

STA. 13+00 STA. 13+50 STA. 13+90

STA. 11+00 STA. 11+50 STA. 12+00

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Winnifred St., N. 51st St. to N. 54th St.Surface Restoration Details

20 of 23

CITY OF

RUSTON



Approved By

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TIB PROJECT # 6-P-135(002)-1


BID DOCUMENTS

CEMENT CONCRETE CURB& GUTTER-CURB 2

CEMENT CONCRETECURB TRANSITION

REFUGE MEDIAN DETAIL

STAMPED COLORED CONCRETE SECTION DETAIL

ROADWAY SECTION RESTORATION DETAIL

PLAN VIEW

SECTION VIEW

MEDIAN CROSSING CONCRETE SECTION DETAIL

LANDSCAPE AREA SECTION DETAIL

PAVEMENT GRINDING DETAIL

SOD RESTORATION DETAIL

EXPANSION JOINT DETAIL

TREE & TREE ROOT PROTECTION DETAIL

LANDSCAPE EDGING DETAIL

SCHEDULE "A"

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Winnifred St., N. 51st St. to N. 54th St.Curb Ramp Details

21 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1


BID DOCUMENTS

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Winnifred St., N. 51st St. to N. 54th St.Storm & Sewer Details

22 of 23

CITY OF

RUSTON



Approved By

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TIB PROJECT # 6-P-135(002)-1


CATCH BASIN TYPE 1

SHEET 1 OF 1 SHEET

ALL METAL PIPE

CORRUGATED POLYETHYLENE

STORM SEWER PIPE

12"

15"

12"

15"

15"

(SEE NOTE 1)

#3 BAR EACH CORNER

18" MIN.

#3 BAR HOOP

#3 BAR EACH CORNER

#3 BAR HOOP EACH SIDE

#3 BAR EACH WAY

ONE #3 BAR FOR 6" HEIGHT

INCREMENT (SPACED EQUALLY)

2", 4", 6", 12", OR 24"

As acceptable alternatives to the rebar shown in the PRECAST BASE

SECTION, fibers (placed according to the Standard Specifications), or

wire mesh having a minimum area of 0.12 square inches per foot shall

be used with the minimum required rebar shown in the ALTERNATIVE

PRECAST BASE SECTION. Wire mesh shall not be placed in the

knockouts.

The knockout diameter shall not be greater than 20". Knockouts shall

have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"

minimum gap between the knockout wall and the outside of the pipe.

After the pipe is installed, fill the gap with joint mortar in accordance

with Standard Specification 9-04.3.

The maximum depth from the finished grade to the lowest pipe invert

shall be 5'.

The frame and grate may be installed with the flange down, or integrally

cast into the adjustment section with flange up.

The Precast Base Section may have a rounded floor, and the walls may

be sloped at a rate of 1:24 or steeper.

The opening shall be measured at the top of the Precast Base Section.

All pickup holes shall be grouted full after the basin has been placed.

1.

2.

3.

4.

5.

6.

7.

MAXIMUM

INSIDE

DIAMETER

REINFORCED OR

PLAIN CONCRETE

CPSSP

(STD. SPEC. 9-05.20)

SOLID WALL PVC

(STD. SPEC. 9-05.12(1))

PROFILE WALL PVC

(STD. SPEC. 9-05.12(2))

06-16-11

FO

UN

DR

Y N

AM

E

SLOT ~ SEE DETAIL

AND NOTE 1

RECTANGULARBI-DIRECTIONALVANED GRATE

SHEET 1 OF 1 SHEET

1"

3"

5"

5"

5"

5"

20"

5"

3"

5"

1/2"

3/4"

1 1/4"

5/8"

SEE NOTE 1

24"

4 EQUAL SPACES 4 EQUAL SPACES

1 5/8" M

AX

.

TOP

NOTES

1.

2.

3.

Bolt-down capability is required on all frames, grates, and covers, unless

specified otherwise in the Contract. Provide 2 holes in the frame that are

vertically aligned with the grate or cover slots. The frame shall accept the

5/8" - 11 NC × 2" Allen head cap screw by being tapped, or other approved

mechanism. Location of bolt-down holes varies by manufacturer.

Refer to Standard Specification 9-05.15(2) for additional requirements.

For frame details, see Standard Plan B-30.10.

DIRECTION OF FLOW

RECTANGULARVANED GRATE

SHEET 1 OF 1 SHEET

SLOT ~ SEE DETAIL

AND NOTE 1

FLOW

FLOW

FO

UN

DR

Y N

AM

ED

I

24"

1 5/8" M

AX

.

7 OR 8 EQUAL SPACES

1"

3"

5"

5"

5"

20"

5"

5"

5"

3"

1/2"

3/4"

1 1/4"

5/8"

NOTES

1.

2.

3.

Bolt-down capability is required on all frames, grates, and covers, unless specified

otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned

with the grate or cover slots. The frame shall accept the 5/8" - 11 NC × 2" Allen

head cap screw by being tapped, or other approved mechanism. Location of bolt-

down holes varies by manufacturer.

For frame details, see Standard Plan B-30.10.

Refer to Standard Specification 9-05.15(2) for additional requirements.

BID DOCUMENTS

6" CLEANOUT DETAIL

MAXIMUM

KNOCKOUT

SIZE

MINIMUM

DISTANCE

BETWEEN

KNOCKOUTS

SEPARATE BASE

PRECAST

INTEGRAL BASE

PRECAST WITH RISER

2" M

IN

.

16

" M

AX

.

28

" M

AX

.

CATCH BASIN FRAME AND VANED GRATE

OR MANHOLE RING AND COVER

15

' - 0

" M

AX

. (F

OR

M

AIN

TE

NA

NC

E)

RECTANGULAR ADJUSTMENT SECTION

OR CIRCULAR ADJUSTMENT SECTION

FLAT SLAB TOP

MORTAR (TYP.)

SEE TABLE

STEPS OR

LADDER

REINFORCING STEEL (TYP.)

GRAVEL BACKFILL FOR

PIPE ZONE BEDDING

12

"

12

" M

AX

.

1" M

IN

.

2.5

" M

AX

.

24

" M

IN

.

12"

(T

YP

.)

"O" RING

6"

48"

54"

60"

72"

84"

96"

4"

4.5"

5"

6"

8"

8" 12"

12"

8"

8"

8"

6" 36"

42"

48"

60"

72"

84" 12"

12"

12"

8"

8"

8"

48"

54"

60"

72"

84"

96"

24"

30"

36"

42"

54"

60"

36"

42"

48"

48"

48"72"

36"

30"

36"

42"

54"

60"

60"

54"

42"

30"

24" 30"

36"

42"

48"

48"

48"

30"

1

2

3

321

120"

144" 12"

12" 96"

108" 12"

12"10"

12"

120"

144" 96"

84"

60"

60" 48"

48"

48"

48"

Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20)

No steps are required when height is 4' or less.

The bottom of the precast catch basin may be sloped to facilitate cleaning.

The rectangular frame and grate may be installed with the flange up or down.

The frame may be cast into the adjustment section.

Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide

a 1.5" minimum gap between the knockout wall and the outside of the pipe. After

the pipe is installed, fill the gap with joint mortar in accordance with Standard

Specification 9-04.3.

1.

2.

3.

4.

CATCH BASIN TYPE 2

SHEET 1 OF 1 SHEET

(48" - 72" ONLY)

MIN.

WALL

THICKNESS

MIN.

BASE

THICKNESS

CATCH

BASIN

DIAMETER

CATCH

BASIN

DIAMETER

ALL

METAL

SOLID

WALL

PVC

PROFILE

WALL

PVC

66"

78"

MINIMUM 2 ADJUSTMENT GRADE RINGS

REQUIRED

RECTANGULAR ADJUSTMENT SECTION

MINIMUM 2 ADJUSTMENT GRADE RINGS

REQUIRED

NOTE:

(SCHEDULE "D")

SCHEDULE "D"

1"

1"

1"

6"

3/4

"

1 1/4"

23 3/4"

33 3/4"

26 3/8"

25 1/4"

NOTES

RECESSED TYPE 1 CATCH BASIN DETAIL

TO NEW CATCH BASIN DETAILCONNECTION OF EXISTING PIPE

AND COVERCIRCULAR FRAME (GRADE RING)

DRAIN

1/2" (TYP.)

(3) 1" LIFT HOLES

25"

2"

1"

1"

3/8"

1 7/8"

5/8" -11 NC x 1 1/4"

SS SOC HD CAP SCREW

(3 REQ'D)

3" RAISED LETTERS

AS REQUIRED

1 1/2" CORE (TYP.)

DRILL AND TAP 5/8" - 11 NC

120° (TYP. 3PL.)

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Winnifred St., N. 51st St. to N. 54th St.Electrical Details

23 of 23

CITY OF

RUSTON



Approved By

SHEET


TIB PROJECT # 6-P-135(002)-1


BID DOCUMENTS

1" ELECTRICAL SURFACE ANDTRENCH RESTORATION DETAIL

6" & 3" COMMON TRENCH ELECTRICALSURFACE AND TRENCH RESTORATION DETAIL

12"

STREET LIGHT J-BOX

15-7/18"

21-18"

2"

17"

Approx

Approx

11-3/4"

14-1/8"x19-1/4"

Set handhole flush

to final grade

PULLING BELL (TYP.)

1" SCHEDULE 40 PVC

ELECTRICAL CONDUIT

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Documents

Ruston 2015 Winnifred St TIB Improvement Plans 2015-04-14 Bid Set.pdf