Vista Ridge 1R-8 D-CS05091909-19-Z005 10:saAb~ F~'0kl-DOWBEY ANDERSON ASSOCIATES
kiOWD E¥, ANDERSON
& ASSOCIAI[S~
CIV[L
972-931-9538
T-650 P 00] F-810
5205 Yifla~e Creek Drive Suite 20§
Piano, T~a~ 75093
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Fax phone: 972-931-9538
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%650 P OOZ?O05 F-810
5;eptembcr 0, 2005
Rodman UtiLities L
P 0 Box 9:57
F,qsco, TX 75034
'R.e: The Plaza Copp¢]l, TX.
Ge~ltlemen:
Vve understand [hat tho exJsli.ng 8 inch "stub-out' camtot be located; therefore, a new connecrieJ~.
ti: die existing 12 tach waterline which runs parallel to Denton Tap Road, will be required. The
new $ inch waterline ts to be mslalled by bo:lng under the street Bore and receiving pits will be
appro,'dmately 12 feet in depth. This addendum to our original trench sa/'ety plan, covers shoring
g~idelines 1bt the protection of workmen in the bore and receivblg pils. All other requirements
outlined in the original plan sh~I be, by reference, a part of this document.
The contractor shall use Ixench shield~ as rj~¢ p~-hn~-y memm of protection ~ 1 inch steel plato
=e be ms. ed at the face and rear of ~e ~ench ~Nelds. If any voids occur be~e~
pla;es/:rench shields, th%, sh~ll Do filled with free flowing ~anular maleri~ to inhibit ~y lateral
mrovement of the adjacent so~s. Schematic drawings are inelud~ to show derails.
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~ iiO~/~ DP~E 97~-80~-E1 ?1 COPP~L~- T~ 7501
09-19-ZOO5 10:34A~ FROM-DO~'DEY ANDERSON ASSOCIATES 972-931-0538 T-650 P 003/005 F-BiO
PL.AN VIEW
16'
SECTLONAL v1E~Y
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00-i0-Z005 ]O:SSA~
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FRO~I-OO~IDEY ANDERSON ASSOCIATES
972-931-9538
T-650 P 004/005
F-SlO
RECEIVINO PIT
TREN-TECH CO.
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09-~,9-2005 lO:~SAM F~OM-~O~/~E¥ AND~F~SON ASSOCIATES 97~-991-9538 T-650 P 005/005 F-810
TAPPIN~ PIT
TREN--TECH CO.
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