FLOOD09201

• County: Arapahoe
• Stream Name: South Platte
• Basin: South Platte
• Title: Union Avenue Boating Modifications
• Date: 1/1/1983
• Prepared For: CWCB
• Prepared By: CWCB
• Floodplain - Doc Type: Drawing/Map

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28'-0 (WALL SLOPES)
24'-0

EXIST. EXP.
JOINT.

EXIST, EXP.
JOINT.

TOP OF EXIST WALL
AND LANDING EL. 5303.40

2'-0

14'-0

PLAN - FENCE ADDITION
1/8"=1'-0

\ 3 STRANDS
\ BARBED WIRE

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2" 1.0. SCHEDULE
40 GALVANIZED
PIPE (TYP. LINE POST).

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rmrm Brown and Caldwell
lIDLlD Consultants
L.... ~ De r, Colorado

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JOINT.

BARB ARM

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SUBMITTED:
APPROVED:
APPROVED:

TOP OF EXIST. WALL
VARIES. SEE PLAN.

(ELEVATION OF TYPICAL FENCE PANEL)

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DATE:
DATE:
DATE:

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LINE IS 2 INCHES
A T FULL SIZE
(IF NOT 2' -SCALE ACCORDINCL y)

FlLE 5993
DRAWN TDB
DESIGNED RRP
CHECKED RRP
CHECKED RAF

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TOP OF EXIST.
WALL EL. 5292.00

3

30'-0

EXIST. EXP.
JOINT.

r PROVIDE DOME CAP
AT END POST.
PROVIDE CORNER
~ BARB ARM AT CORNER
I POST.

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GA~V. CHAIN LINK
FABRIC

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TENSiON BAR

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I 40 GALVANIZED PIPE
/ (TYP. END AND CORNER
I / POSTS).

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AND POSTS. ^
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REVISIONS
DESCRIPTION

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SECTION
1"~1'-O

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GALVANIZED CHAIN LINK
FABRIC. SEE DETAIL A/S1
FOR ADD'L. INFORMATION.

't FENCE AND
EXIST. W,ALL

(2) 5/8" S.S. EXP. ANCHORS
(SEE NOTE 1).

1/2"x4"xS"
GALVANIZED
BASE PLATE

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2" OR 2 1/2"
SCH. 40 POST

SECTION

3"=1'-0

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BY DA TE APP.

SKT 4/92 RAF

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NOTES:

1. REMOVE EXISTING GALVANIZED STEEL HANDRAIL IN THIS AREA (00 NOT
DAMAGE EXISTING CONCRETE WALL). REPLACE HANDRAIL WITH 6'-0 HIGH
CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE AT TOP. LOCATE
FENCE POSTS TO MATCH LOCATIONS OF EXISTING HANDRAIL POSTS.
REPLACE ALL EXISTING EXPANSION ANCHORS WHICH ARE DAMAGED DURING
HANDRAIL REMOVAL.

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2. DO NOT DISTURB EXISTING HANDRAIL SOUTH OF EXPANSION JOINT.

3. PROViDE END POST EACH SIDE OF EXPANSION JOINT.

4. DIMENSIONS BETWEEN FENCE POSTS VARY. LOCATE NEW FENCE POSTS IN
SAME LOCATION AS EXISTING HANDRAIL POSTS (CONTRACTOR FIELD MEASURE).

5. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6. CONTRACTOR FIELD MEASURE LOCATION OF EXISTING ANCHOR BOLTS FOR
GAUGE.

7. 3/8" DIA. GALV. STEEL TENSION ROD. TYPICAL AT EA. END AND CORNER
FENCE PAr'.JEL.

9

8. DIMENSIONS AND ELEVATIONS SHOWN FOR LOCATIONS OF EXISTING
FEA TURES ARE TO BE VERIFIED BY THE CONiRACTOR PRIOR TO CONSTRUCTION.

9. SHIM AND/OR DRY PACK AS REQUIRED TO PLUMB POSTS.

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'jl,:ON AVENUE BOATCHUTE

DRAWING NUMBER

FENCE DETAILS

516

SHEET NUMBER

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