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1. All canstrus~tian shall be in accordance with the
P~ / ~ ~ . 2 ;{~Z MIN. COt1 ~t _ t)enton Utility Line Construction 5pecsfications
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~ „ r3 ~ ~ ~ w/ 4~lE ~ .w k" 2. Contractor.. shall pxovide As >3uilt plans to ~h+ Q ~e
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't at t e reproduciialea of khe ongineeeng plans r ~ ~ ADOI. JotNt' ~ cor
rected=ta reflee As Built conditi.ons
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4~ ~I~ ~ _ - 3. xhe Contractor shall be re aired to ravide and ~ ~ ~
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0~ necossary warning and•eafety devices Cflashing
~ barricades, signs etc.) to rotect the ublc P p
heath until the work has. been completed and ac, _ _
City;
4, ~ Ths locai:ions oi" exi ting ,util~.tfes shown on th,
P _approximate.: It is'the zes`onsibilit of the C~ ~ ~
.locate and:: verify in the feld~any utilities thi
` conflict` with his construe#an, -:At least 2~ hoi
be nnin 'constxucti~ri in. the vcinit g 9 y af, under
utilities,°natfy thc'following as applicables
Git of Denton'Water Wastewat r Y / e CBl7j 3'~
Denton Electric 817 . t I3
Lone Star Gas 'Cam an 817 P _Y C ) 3'~
GTB { Bl7) `3'
Sammons Cable Bl 5i C 3 ~r i
Williams Tela. Comm, Grou p l-Baa-~~
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FlNISHED GRADE ~F r ~0 r`,p MECHANICAL TAMPING IN P O O ~~1 V'~+
12' LIFT WITH APPROVEO ~
MATERIAL IS ACCEPTABLE. ~ Q r ® S P V FACE OF CONC. POURED a~~;
Fl.USH w/BELL (OR AC 2500 P.S.I. CONC.
COUPLING IF MAIN IS 1 , ~ ~ I~ THE REACTION RING R V AC PIPE) ~ 0
PLUG k f . ~ + t BLOCK i . r
~ t ~ •:q GRANULAR EMBED- g ' u ,'~,i G A` ~Q~ G n,
MENT APPROVED BY tt`S'p. 1.®^°"' 4
ENGINEER FOR P.V.C. ? ; , WATERMAINS : GRANULAR EMBEDMENT
` APPROVED BY ENGINEER p
~ ~ ~ FOR DUCTILE OR CAST FACE iv ? ° ' IRON WATER MNN. ~ ~ UNDISTURBED
4 EARTH CUT MATERIAL 12"
r ~ r 6" ROCK CUT . AS SHOWN MI 20 ~ O ~ ~ ~ a n s ~
TRENCH WIDTH ON PLANS ~ SITE PLANNING • PLATTING
NOTE: EXTEND REACTION RING 12" BELOW CIVIL .ENGINEERING
AND 6` ABOVE PIPES . LAMA SURVEYING
P.O. Box 1898 • Lewisville, Texas 75067 WATER EMBEDMENT DETAIL REACTION RING-LINE STUBOUTS 214 436-9712
~ ) RV, e i 66
DRAWN BY: R.V.B. DATE: 05 07 93 SCALE: 1"=20" JC
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