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Home My WebLink AboutDiagrams~- 'L FROM a~RKITEX STUDIO INC PHONE N0. 409E468224 Apr. 07 2000 09:49AM P2 ~` ~,~ I ~ ~l .moo `~ , ~ /~ ~ LOT A 1 / 2~~11 b ` ~ ZON~G1 ~ ~ r I _... _ `~ ~ ` ` /f ` ,;~ ,.~ ~ I ~ 1 „ ~` ~ \ /' ` ~'0,~, ~ ~ a ~, ~ 8/,LIVEoA]C ~ ` L y _~ ,'' f 1. F.• '~ lam, F ~~ ~~~` "- ~,~ j ,,~ 7 } L2 RQAgC. _ ~ ~ ` "~ ~ ~ ~ . `~ ~ - . 'o!1LZVC t~prtt~ ~SNLD ~ ,' '~~, ~ r~` i s' ~~ , s ,~•.~ `'~ ,~,:._..~ ", = ~- ~- -- ~ ~ _._.' =% ';p ~ '~ - - - - ~ ~ ~Yv x ;rid. ~ . ~ ~ -~. NOTE FIRE HYDRANTS WITH M.J. AND A.C. PIPE SHOES ARE FURNISHED WITH STRAPPING LUGS. 24~~ SQ.X 4'~ THK.CONC. SLAB lTYP.) # 4 BAR-~~'~~.., Z~ w VALVE BOXY, Wi (TYPICAL ) N' ~~ . . GATE. VALVE- M.J. TEE WITH 6~~ BRANCH ,(SEE DETAIL I- F ) :. v~ ~O ~~ _~ ' 1. ~ ~ A\ COUPLING (SEE DET~',IL~ I-I) ~ ; ..._ ., -a ~ , i GROUND LEVEL ~'' OR TOP OF ~~ CURB 7 CU. FT. CRUSHED ROCK OR CLEAN GRAVEL CONCRETE BLOCKING (2000 PSI ) (DO NOT PLUG WEEP 15~~ MIN, 18~~ MAX. i .,~, ~cAN ~ ~~v« ~r~ 3~~ MIN. 5'~ MAX. __-T ~! I I I I I i ~ ~ ': i i I' ~ ' ~~-~"~ ~ M.J. FIRE HYDRANT ,..- FIRE HYDRANT LEADS LONGER THAN 18 FEET wILL BE CONSIDERED AS MAIN LINES fl ANY CITY OF COLLEGE STATION APPROVED PIPE MAY - ;- > > ~> E3E USED. + ~ 1'y ; ;''~ 1 y~ j~- ~ ~ ~ .:::::; ~~, ~ 1 ~° ~ ~ ~ ~` ~~ 11L1 6° M.J. ANCHOR COUPLING-~ :~:'~ ~'~~ '' (VARIABLE LENGTH) 4° THICK CONCRETE (SEE DETAIL I-I) 'BLOCK OR BRICK (2000 PSI ) l~~ ~- ~~~ ~~~~~~~ SET HYDRANT ON 4" THICK CONCRETE BLOCK (2000 PSI? ~_ I I I ~`I" 0(7 (~+ 00.75 ~-n!_ ~~r Of03.33 0~04,4f ~ pf~ 0(0.4! ILE Nc~ 289.E Z~~ ,4 J 4545 4 9 48 1 24 2 yp.P 14C 6 ~ 7 F 47 25 26 3 14A 75 Q ~ ~ 5 ~~. 17 23 , ~ 34 1B 22 4 17 {,~ - 1U 3 19 16 2; ~Oti i8 c 32 2U 15 2° 5 ~~PF e ~ J / ,, ~ 2 22 13 /~ / 18 6 ~'~' 70 ~ y ° = 23 12 i7 2 o 29 ~ _ I1 24 ~ !° 16 15 ~ A 2~ ~ z7 U 25 9 BOO 14 a `F 13 ~ ° 4 26 2E 27 28 A 7 °(F l2 ~~ 11 09, ~~ QQ~ 5 ~~ 75 ~ 5 °~ ~~~ ~~ ~ Q`~ 2u ~ 9 24 1° 9 BAG 31 3 a 3 G' 1JA Il e 11 233 2 i 2 ~ 3 5 ~~ ~~~ ~ ~ 13 E 14 34 ~~P 35 ~3 4 ~ 00~ 7° A 8 15 l° 2~~~ 16 36 ~ 4 3 2? ~°° 5 p 24 ~ 21 cF~' ~~ / ~ ~~ ~ CA'T~ON ~~~~ A-0 3 ~ ~~ 2 4~F~ R - 7 2 °~ 1 6 ~ ~~ F ~ ~~ /° 2 9 ~ NCj "'~ C- 7 v~ 8 ~Q ~~/ ~\ 5 s o~ mF~/y 7 q 0~~~~~ m2 °°F 6 ~~o ~f 3 c 5 `' 4 5 ~ T COO G3~n1C~G3~40O [nlC~ emcx , F 1 ~ f 5 C~O~t]~iIC~G~C~OLad I E C- / ~ ~ \ A-0 r~ 6 ,~ n 2 2~ 20 ~F ~ ~ ~ q ~~. ~ ~ ~ ~ ~~ ti ,3 5 0~, 18 ~! 19 cp 9 8 ~~ ~ vi- ~ °~A~ i4 4 t9 43 ~ 78 l0 ~ ~'~ ~ ' a+ 9G 15 3 2° Fl 1B 77 ~ \ I ~P 4 ~~ 16 2 44 j~4%47 ~FSI. 29 fh I1 ~ ~ / ~ ~' 17 1 X45 Fy 30 IS r2 ~m~ ~ ~ ~ "' ~ FZ ~ ~ `~ 3 2 18 84 C rg c~, 31,2 la ~ ~ ~~~ B2 °~ ~,I ~~ ~~ J \ 09 / '~ \ ^ ~+ ;/ l X68\ 62 c~ ~ g ' ~R ~~~U~, ~~~ \ F4 a~ - 7 67 ~ F j ~ F r~ ~1 i 06 '( 61 v,~ a, ~~-i ~~ 65~ ~V~P ~ ~ 5~' J5 ~ 34 Bi ~ ~~ ~ z .~... ~ I~ 32 ~ ~ gEEI » 2 ~ \ \ o 3/ ° j 3/ 74 73~~ X78 79 ~~7 53 ~ ~ ti° ~7~C~ . 56 ~ CZ 1 ~ ~~ C Z Ro °~~ 'S ~~9ti ''V `~.P `'~` 0 55 G3C~GrA]OG`d1~40 nM ~ P~ 2 25 ~ 7 O op G~P~ ? 82 8l 54 2 ~ ~ Q~p~Ei~E ~~ Q~ s 25 ~ e 8~ ~ ~\~9 ~ A ~ o~ s ~0 24 /9 a4~ , a.~ .~ ~ ~` ~ C - 2 7 '8 ~STq~ 23 1G 85 80 ~ Gt ~ z i / / 77 g O 22 l i GvF" ~ ~~ ~ ~ ~ / 26 , ; p P 2' .2 PES ~ oC 3 s ~ ~ 25 ~2~~~ y' ~ ~ 2 m m C- Z o 1112 2U 13 9x\93 ] °~ 4 9 0 73 13 1B Oo Q°~d 11 v~ 21 !4 17 15 ~ / 12 J` 21 15 r5 F ~ ~ '3 ~~ 20 J6 1~1A ~ ~ Q~G~°- 22 ~ 145 '°.~~ 17 ,,~~~- ~° R - 4 C ,d PR 7 ~ ~- 0 20~~ .167 ~~o~ e~~zos C3CSdG~n]OO X14 9 ~Pa~~° ~ Cad '~70Gr1 `~ ~o va_ ~~ ~ ~~~ ~~~ ~ ~~ ~ M~~~~~ca~~- p6G1C~C~ ~, ~ C~ ~ °~ R- 1 ~-~,--.~ A- 0 M- 7 C- Z R ~~ ~~ Cily of College Station, Tesas CASE: COXDITTOSdL ~% PLaN~tn~c ~tvrsio~ PO~DFROS-~ PL.1C~, ~FCT. ~, LOT 2A 00-54 ~.<<. F,la,„~T