ENFORCE32931

• Permit No: M1977210
• IBM Index Class Name: Enforcement
• Doc Date: 11/20/1989
• Doc Name: RESPONSE TO LETTER OF ADEQUACY NOVEMBER 7 1989 - SNYDER QUARRY - CORRECTIVE ACTION PLAN CAP
• Violation No.: MV1989015
• Media Type: D
• Archive: No

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HR-2 NOTES
1. HW/D = 2.10'
H1V = 4.73'
2. Skew angl 45° ~ - to centerline.
3. Pour concrete collar (minimum /
1.0' in all directions) around 45° /
bend if field fabricated or use VVV
manufactured bend.
4. Field locate proposed guardrail.
Exact length required to be
determined at time oP final
design/construction.
5. Entrance to accommodate runoff
from existing road ditch prior to
it entering the Area 1-4 portion
of road.

.o un arum n
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PRELIMINARY CULVERT ~..IR_2 "-° /':50'
DESIGN // 9
_
SNYDER QUARRY ACCESS LOAD ~~ TtW
CORRECTIVE A
CTION P
LAN REVISION ~~
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A
Obeying, 1~urih&!]SSOCiales
C°nrulung CnJ Engmrrn
Nryi~~ned Ind Sun'ry°n ~9~~2~
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Col,.ydo SP"ng~. Culm~du °0907
PFonr 17191 5716700

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