FLOOD09056

• County: Rio Blanco
• Community: Meeker
• Stream Name: Sulphur Creek
• Basin: Yampa/White
• Title: Town Of Meeker, CO Sulphur Creek Flood Control Project Phase II Improvements - 8 Sheets: Irrigation Ditch Crossing Details
• Date: 6/1/1993
• Prepared For: Meeker/CWCB
• Floodplain - Doc Type: Floodplain Report/Masterplan

1/2"~ ROUND ROD BENT TO
CONFORM TO VALLEY OF CORRUGATIONS.
ENDS TO HAVE 4" THREADS. EXTENT ENDS
BETWEEN LOWER CORD ANGLES.
INSTALL NUT AND WASHER TO SECURE.
INSTALL AT 3" SPACING AND AS
CLOSE TO END AS POSSIBLE.
USE (3) 2" FLAT CUT WASHERS
UNDER NUTS.

16K3 STEEL BAR JOISTS
CRIMPED ANGLE WEB

3'-0 1/2"

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36"~ 10 go CORRUGATED
STEEL ROUND CONDUIT.
3"xl" ANNULAR CORRUGATIONS.

BEAR JOIST ON TOP OF
CONCRETE WALL. FIELD
DRILL ANCHOR BOLTS
FOR ATTACHMENT.
HIL TI ANCHORS
KB /I 12-7 Extra Trd.
(8 REQUIRED)

H/LTI ANCHORS
KB /I 12-7 Extra Trd.

TOW 56'0"

36" CMP

PIPE

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SECTION

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CHANNEL

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PIPE BEARING
PLAN VIEW

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16K3 STEEL JOIST

ALL EXPOSED EDGES
TO BE CHAMFERED
BY 3/4"

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8" RETAINING WALL
VERT #4 @ 18" c/c
HORZ. #4 @ 18" c/c

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SLOPED WALL
SECTIONAL VIEW

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--

30' OF 4' HIGH CHAIN
LINK FENCE WITH POSTS
CAST INTO TOP OF
CONCRETE WALL (TYPICAL
BOTH SIDES)

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TOW 44' SLOPING TOP ()?'- WALL

SLAB ELEV. 44' " "
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TOW 56'

8" WIDE CUTOFF WALL
3' DEEP. TURN ALL
SLAB STEEL INTO
WALl. HORZ. #4 @ 12" c/c

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_---- SEE SLOPED
_--- WALL DETAIL

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18'-0"

12" FOOTER
HORZ. #4 @ 12" c/c
VERT,
1. LESS 6' HIGH - #5 @ 9"clc
2. ABOVE 6' HIGH - #6 @ 9' c/c

CONCRETE
CHANNEL

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SLAB ELEV. 44' :

TOW 44' e

STAT, 19+50
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WALL DETAIL

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8" WIDE CUTOFF WALL
3' DEEP. TURN ALL
SLAB STEEL INTO
WALl. HORZ. #4 @ 12"

c/c

SUGGESTED CONSTRUCTION SE~UENCE

1. REMOVE 26' OF EXISTING 36"~ CMP
2. INSTALL NEW CMP WITH COUPLINGS
3. FORM NEW CHANNEL WALLS AROUND CMP
4. POUR WALL AND STRIP FORMS
5. INSTALL BAR JOIST ON TOP OF WALL
6. INSTALL FORMED ROUND BARS TO SUPPORT CMP

PIPE
PLAN

CROSSING
VIEW

SCALE 1"=5'

16K3 BAR JOIST

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TOW 56'0"

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36" ~ CORRUGATED ETAL PIPE

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EXISTING
36" CMP

NEW 26'x
36" CMP

3'-0"

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16'-0"

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14" THICK FLOOR

HORZ. #5 @ 16" c/c
VERT. #6 @ 8" c/c (4'x4')
LONG. #4 @ 12" c/c

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ELEV. 44'

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18'-6"

PIPE CROSSING
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COUPLE PIPE WITH DIMPLE BAND
W/ MASTIC SEALER. ENCASE PIPE
IN CONCRETE. MIN THICKNESS TO
BE 6". ADD (4) #4 HOOPS
AROUND PIPE AT 3" FROM EDGE.

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12"

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~ BOTH FACES -
#4 @ 16" c/c

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REVISIONS
DATE

BY

DATE

6/22/93

SCALE

VARIES

ENGINEER
C. PETERSON

DRAWING

319-8

JOB

319-01

SHEET

7

OF

7

SHEETS