Park Avenue - Utility Relocation Plans - Mylars - Record Drawing - 10-09-1992, 03-26-1993, 03-29-1993, 04-21-1993FOR
MAYOR — TANYA Be WESSLER
COUNCILMAN — KIRK E. JONES
COUNCILPERSON — LOUISE MARTIN
INDEX �:-
I � ' - - % " W� COUNCILPERSON — NORAJANE GILLESPIE
� "` —. f P Day
''3'� ° COUNCILMAN —MIKE D. HAYS
COVER SHEET 29 \� � �,. i •, • �'r _`..—..
Chlpley
KEY MAP AND NOTES �1 — 'r l •+• \ r 1"72000 j—.._..� j
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STA. 0+00 TO STA. 5+00• �,,y�� ',.:. —
,� ; < ,\` CITY MANAGER FRED MUNOZ
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o.ytone Beach
•� •: ' PROJECT UTILITIES DIRECTOR — TERRY A. WADSWORTH
STA. 11+00 TO STA. 17+00 0 •,p ;�• =�;Edgew\ater . STA. S 8g 4 + Land
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STA. 17+00 TO STA. 23+00 �, �t A� •�• ' •� '�� CITY ENGINEER — GATES CASTLE LOCATION
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PROJECT11
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STANDARD DETAILS
VICINITY MAP
LOCATION MAP
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PREPARED BY
PARK AVENUE
UTILITY RELOCATION PLANS
■ � � PROJECT NO, 410U
DATE: JUNE 249 1991
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DAYTONA BEACH, FLORIDA 32015 - (904) 258-1338
VOLUSIA COUNTY
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PARK AVENUE I PLAN & PROFILE
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NO. DATE REVISIONS BY
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INC.
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UNO/5'TL/�f.3�D ScJ/L 1• CONCRETE THRUST BLOCKS SHALL BE REQUIRED AGAINST
UNDISTURBED MATERIAL. WHERE TRENCH WALL
HAS BEEN DISTURBED, EXCAVATE ALL LOOSE
MATERIAL AND EXTEND THRUST BLOCK TO
�ii/000 F,Q<1/1>c� UNDISTURBED MATERIAL.
2. ON TEES AND BENDS EXTEND THRUST BLOCK
- FULL LENGTH OF FITTING.
3. 20 MIL POLYETHYLENE SHEET BETWEEN PLUG OF
TEE OR CROSS BEFORE POURING CONCRETE
THRUST BLOCK.
4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN
SAND AND ROCK FRAGMENTS. ANY MUCK
ENCOUNTERED SHALL BE REPLACED WITH
ACCEPTABLE BACKFILL.
S. ALL FRAME BLOCKING SHALL BE PRESSURE
TREATED,
THRUST BLOCK DETAILS
TRENCH
Plugs 5 Caps
Pipe
90° Bend
45° Bend
22}' Bend
1 1z° Bend .
Wyes 6 Tees
Dia(Ins.)
Bearing Area
Bearing Area
Bearing Area
Bearing Area
Bearing Area
Max. Width
Min. Cover
Bearing Area
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq, Ft.
0.5
0.5
0. 5
0.5
0.5
18"
30"
0, 5
3
1.0
1.0
1.0
1.0
1.0
18"
30"
1.0
4
1.2
1 0
1.0
1.0
1.0
1811
8"
3011
1, 2
6
2.6
1.4
1.0
1 0
1.0
21"
30"
2. 6
8
4.6
2.5
1.3
1.0
3.3
24"
30"
4.6
10
7. 3
3. 9
2.0
1 • 0
5.9
26"
36"
7. 3
12
10.0
5. 7
2.9
1.5
7.7
28"
36"
10.0
14
14.2
7.7
3. 9
2.0
10.0
30"
36"
14.2
16
18.5
10.0
5. 6
2.6
13. 4
31"
36"
18.5
18
23.4
12.7
6.5
3.3
16.6
32"
36"
23.4
20
23. S
15.6
8.0
4. 7
20, 0
33"
36"
28.8
24
41.7
22.3
10.2
5.9
29.0
36"
36"
41.7
BASED ON 130 PSI PRESSURES AND 2000 PSF SOIL BEARING VALUES
CDNC. ANCHOR 1.5CU.YD. MIN.
ONE LENGTH OF PIPE -�
MAIN WITH PLUG AND STUB -OUT
NOT TO SCALE
THRUST BLOCK\
WOOD
BLOCKING
PLUG
A
•
6' MIN.
\'•D
CHARLES E. BURKETT & ASSOCIATES, INC.
DAYTONA BEACH, FLORIDA
NO DATE REVISIONS BY
S102ZT�I/L S
DESIGN CEB�JOS SCA;_E PROJECT N ': 41OU
DRAWN FIy
CHECKED ;✓OS�CEB D A T E JUNE 24, 199i ;h�E' No 13 Of 13