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Home My WebLink AboutUniversity Town Center Layout�' S j j . ^ tap .�'3 .. 1 i '1„/ i t ` � t ,mot � � rti-� J :� � : EXISTING 12 t - Z cm z N TARROW ST. EAST > f - •o co } WATERLINE W .o — W co _..-- -'- t �• _-- - :erg- i -� i Z> Q W Q , ii _T-- UNIVERSITY DRIVE 140' R.O.W. W `__,...._ CAUTION: EXISTING , ............ r UNDERGROUND HIGH EXIST! SCALE: ill 60 o Q ttt f PRESSURE GAS LINE CAUTION: EXISTING Z w Z -� ►- + ; co t; PRESSURE GAS LINE { r _ ► _ " .. . 1 1 . -r._. -.._._ , .• � � ...$ ..a4 _, ., .'nA t..>,1.-8t...;,>..a.,m s +_ ._f.b3 uu.S'...rr: _ x`,C / . •1�-_•__,,._-� _ .•L.� G >m't'• - __.---- • tom- -_ .--------- � -_ ' --- --:___ ___ _ - ��•�-�-�,•-- �..�'' ,- . T- - t I j 1d .--- _ ' - a — t— - - - _ 7 CMEN , r ! EXISTING GAS -,� � �- - _------ _�-� - � _ _ ._ - -��- -EXISTING c: } PROPOSED UNDERGROUND ► 1. + f ^I, I 1 i U R ROUND ( ? 1 _� UN G D 1. L ---- ELECTRIC UNE �.�..-#.+.1 1-4 �_ > >__ L 1 1 � _NDE G (f 1 UE' ELECTRIC � � ELECTRIC � � t, j # r I i t OPOS t PR ED GAS . ,� � ,.�} I �----'- ..�y � t - I ! LJ 1 , t _- i I� , • ..- ._- - _. 1 ' 1 1 1--.L--s... f ...__ _.._ -F-- .*._ s.. _..•:; .! T - { -... 1 : J __;-_..I _. __• __ ._._ ._"_. ,� ti„� � ;' / `---•'"_1...:. --•1 �'L.._ -...i •�+•� LL,.. i. i J _ .., 5r1"j .__" •- Imo`^r' r,,._ 1-, ` \ i � i , i.. t -f' � z.+, �?tom � - --i �`!i -=1,� �-'�. � 0 � � �- ._.�..__- --_ � �'3 `��'�`� l -1 D cn (� - - _ - � c:,-- '-` G i -..- ,_,, I i � ,E4_. ± W � J . 1 �; , i' i•-� 1- �- - -- ---� '�" V t- - 1 — . t..,J �,rJ Sa' �p a Wf� RMTAURANT r p _ t J �i 4, -�- c� 1 j \ - w P ; I T ' `` aZ W iQ __ O REFLECTION -� +_ Q` - 1 I Q i p - - r� POND \- -- ! ; ; f ,, # �C, , to j 1' Z •� ! RESTAURANT k 9 t .. . _ J_ i ---- -_ - ! - __ —� _ -_ y _ } i 3 -- �' __ _! w I p ' 111' C G) .10 'cam o � � � � ,� 1 I � Q , � �; - �p li t~ n -O ! R - - --- - —— \ ___ _ o COMMERICAL `• W T._ _._...-._- -- -- _ --t-----ry r- - �.. (L '�-i•{ �} Z 1i _...__..._..i--_ -- 1 w - - \ G �. N/. �._i°., Z. I I N i ___ 1 _- __-,- - w o' _) -- 1- ( I' tPROPOSED 3 - --- (�ON,) PROPOSED 8 SANITARY f �. COMMERICAL j{{ I ,__%` a l _ o c�' _C ._- - SEWER LINE C �_ .1_1-` N _PROPOSED 8 SANITARY 1 WATERLINE 1 I \ ! ` R AURANT \r., j ;f a - - -'- J L a 7 . J ' SEWER LINE 0 I t5 Pu \ ,,- \: -•�:� ,; ° 1 CAUTION: EXISTING PROPOSED FlRE PRO _ - = - UNDERGROUND GAS UNE a •, -� _ � r- PROPOSED FlRE PROP SED FlRE , !/`' er:�... �.-' COMMERCIAL I mac. HYDRANT - "a 3 - HYDRANT00 fV V\ 1 , r. — L� J t_ — _ —I _ _ •l' L _ f t ;\ v, ^- _ C PROPOSED 8 r�:/ram" %;'------- - ---- --= -- j - - --cr -- -----�`---- •__.c.-_ - ¢ \ .. w -{- - __ _ l f - I- PROPOSED 12 WATERLINE E \ i -- -� — 1 _ PROPOSED 8 15 T?UBLIC Utit RY fAS1=MENTI;, ► "-' `\ \ W . \ o /i , i f � , 15 PUEUC y , _ ___, ___.___ ___. --- t I -_ WATERLINE I 1 11 1 _ ----_-.- _ t WATERLINE B { Z { ol Untm EASEMENT ^�'''— ' , ! �, ! 1 f I _ 3 t F �+ \ = r EXISTING FlRE z ! l _f , ace �O RANT O _ /._ /t,. ' , - °'•+--+--•-- � . ..� 1 �'i . \` '`'`' ✓ \ k i � -, mil. F- 1 y � I � i :' M-.i. eet'e•v as --t t'-� � i ._---- �_. " h' ,y, .'• y�\•.� v . + Q / ; RESTAURANT I O0 E-" , xx s t Fn --r- Q \ s; /y- • - /- � '• � \ � -- w � � , � � { � -'✓ i � t . •• � \ '-_, _ - � 'may .�' `, \ if \ Go PROPOSED 8 _ fi i ! 1 f-- r\ -� } _ �� ; - \# e �.; ,S!" \ \ , '�` W \ WATERLINE 8 �'z k;�,'r ( \ \C ERICAL _ M ` I r' r_ r PROPOSED FIRE: EASEMENT __ �__:1 ; , i Ll - --x RESTAURANT` COMMERICAL , Z Q JND,` S �T ,`,w I HYDRANT . \.. \ . --k :, a RESTAURANT \ -�'"� � y,,. O`� �� V fc -:.--...-.34% - •- ------ r:r. •._-#i.?T'"'^-a -T r�.-. ,f.."„?4#'-- . , / `t:,•\ `;1\ .,�ZY' J \ =, \+ < PROPOSED 8 ` OQ r SANITARY SEWER , \ r R r i UNE A ,'i' EXtSTiNG FlRE :. %� ' v I . MANHOLEA.%1p s y ,� COMMERICAL \ �' \ .�.� ��., HYDRANT% SANITARY SEWER LINE �, \ / -i- __ - CAUTION. EXISTING , M �\k\ w z- --- ABANDONED UNDERGROUND WATER METER tit �� m 3 _ - - GAS LINE a __- i - _ _ , . _ ; __ + MARKETay p : 1!► y t : ` 9 ; WATER LINE - ;a:- _ - =W�._ a.i - -_ - 5 �',- \,>•i?y0 WATER VALVE �t N0 PROPOSED FlRE -`v G'� - i - N ` `N \ \ ,Y ,G \ �► \ \ ,r;, = / �L t + HYDRANT. \�' '(� \ ,.Y .- F �► ,� \ \ ' \ / / G _ FIRE HYDRANT -. _ __ _ ___. __-- _..__ , it II ` J f �� _ :Y �P = - ` \ r_.__ yam. � 1 w ;!I ,;,��• � � ` tk yam„ ,i � •, �`` `�i`1� - \ PROPOSED 8 _- _ /� �\ L �'� OvNO GAS METER (_.. r ':. 1 I 15 i 1.Y - '' EXISTING FlRE -;' '''�,ERGR PmuC i 1 WATERLINE H \ ,. vNO .. - - yr RANT \ i r ,t. t<'w try X- Z ' t\ i • T gym''' ` ---__,_._ r; ___._.._....____ � .- ` y'y �.a J :i 111J11 �G ... IF ,,�, ; ,\ \�,Y't f ..,i �\, V•a,',G''. � `', � \ \ • GAS LINE \ ', r ` ' \ -x. 4._ti i _x .1. , ■_a TELEPHONE PEDESTAL \ 1 PROPOSED 10 �,,., - - - = r TELEPHONE LINE WATERLINE C ' ' .- 1 1 �.' I ! ��-------'� -` `` `' _ .: t 00 EXISTING _ t ft _ _ i `,\ IY s t POWER POLE J l _ - " •r \\ \`\ �. Y-� . {\ '1 i, :Y'' }' \` s i.*............................ r - .a, s� \\\ EXISTING s �. 0 0 OON ��\ \ f % B.J. KING j LIGHT POLE >\ _ _ s` UnLV � \ . , . �\ \ HOMEWOOD� 4.1........ .............,...........� . °`" ,tr•� _ ~�.-. 10 Pi18 \ \ , ' -\ , SUITES J ' ' e II 24705 ; - w UNDERGROUND ELECT. LINE OVERHEAD ELECT. LINE -�, dr 3 PROPOSED SANITARY SEWER LINE --Pss o 0 P. PROPOSED WATER LINE \ 'v UJ PROPOSED ELECTRIC LINE E \ \ :< \ \ ` �, ,- w o E o ' /: \ - \ \ \ ` \- \ \, i\t � \` r - / 5 ,..vwr-w�.n ..•:v°rac.r9- rr-.._n..,rs ra+teR,r ! Z J Z O RO OSED UNDERGROUND ELECT C LINE \ \ \ z z _ cn \ \ y w , _�r, PROPOSED TELEPHONE LINE \\ \\ ,,�'-\'��\,y' i% r r, �' o W o o Zm J \ \ o♦ // 1 ❑ REQUIRED too /y PROPOSED GREASE TRAP ® - f. \\ \\ �,\\ ❑ +1 � w �-o o ` [3 w3w� � +2' '- PROPOSED ELECTRICAL TRANSFORMER o W Q +- \ \ U cn _ _-..._., .a ,....__.. 4 - - .-_. n. - .,. -..m-. a. -a. _ -. ,- r - ... -. :. _ . _ .. .- -,. _, ...+e.cz.-. v .vv�,.:- r -. *s _,-..F_r.;-._a-.,,, ..n-r _... -', -,.,.- _--'._r: e-t,s'.,__., -'. -.. 1` "T^^�F-'rv...q:--- .rq.,,.. .., ..v _.._ .. _. _ _ _ _ _. -.. _ ..... _. ._ _ . _.. _ -.- .. .. _ ... +T.T•_•.'^• -P .. ".,�•- Y•r. .•?['... ., T-�T+�_ - , . i v.. .r-9'a.^s•cT.v+Fr+-+r.R-._-�...�')_m�wc4 . ._ - - _ .. ,. --.,, +.e- _,•-, . r.. . v +ter. -r. r-+. . --n�� t•i RAvrr',.¢, :. `TS -, ^m +"r,*4 wvT n?>. . TT` .. "jn '-, i '. ......R....+n..,. 'e :•.+. T'r-+r�-,- v e-+. a. '_.o• ... .�,+w,w.�'�,w.,-,�:• .. --�-r .,-.•+_-�e t. T ' _e [s ..s- _.6•t��- - . -. - , ir.T'� , '�..�',r.,�.�r°a". Tn!'^.^TT+ ww�r.^a-.g,...oT^�'�' .. . , ._ .: . / Y - �., ! \ �,_/' / ` , , . - .+" i . f' r, elf 1,�, I I �. . __ _ j ,/ _� , I r ( O , \ ! /� . I _ LJO ." \t \, /� { II , �� .� 1 i it x.__ , \ �\ % i I - - t \ I Of Z Z) CON N III �� If / , // I , / I I I , \ I NO %o I . I I 1. w a 1\+ J t Y� �l - __-. _*�// % i �i I � ", . ._ _ / �\ v .. l�' / �i ` - _- { . 1 t z > (J} U X c0 ocp `,, r �, /� \ _ ✓1 ,� ✓< �' ?ram . \ \N / i1 �. \ 11 -~ _-- - .. _.__ I _ -_ Q ~ O\ =- w o+ ._ _ N 1 w, r , i ' , I- ►� / .,. i t \ 1 ,`!_ f �. i r \` +t i' 1' ` I ✓ I ; pl r I /I f '` W (n O` _ / ! _ Z f� /,•' I " , . - J ��-' ',,+ iff , �� w to al I r,\ 1 ` \ \ / �, \. j\ �, i, j- -� - / i - �--_ t'% \ • \ /\ / �' �. 1 I ( / it I I + i' f /j !' i' F Z v v // fr J t i - ' .11 r - .. I `� STA. 4+83.98 � -_ _- CROSS PROPOSED ' x00 -I �'- \ 11* _. _. _ ., 1-- _ - r; \ {{ \ �� 4 POLY_ GAS UNE. � - , r 1 r Y - - - _'� J" %r':� ,�� \` y GAS FL - 305.7s - - \; ; ��/ �'% �,- . SS FL = 302.02_ -�t \ I i ,,iiW '\ . + __. __ a . .` t '. - ,": r i / ._,. / �•_.! `y .-fir ' : .%�./ \� / ��\ _ --_- __._'-_ r t - _- ..- _ _. ?:.._.- r _ _.. _._ i'iF-_t X'x % III !��11:k . I := i i Y <.< -- - l �� A. . -� ----------! - _ _ i-. - _- - __ __ -,_ - . -- - - .- -_ -- -_ 1. \ / \ HORIZ. SCAIF: 1 = 20 ,/ /% ti / , v STA. 4+30:42 \ - - - :> _ � �� . -�1 � L_ - ` I . - ` r - VERT SCALE 1 - 2 / v�, + ` ,�.;'� %, �v _ - -t f . i , • x ! _ - 1 �' \ Ii / STA. 5+23.13 ; V fit\ w / ��i' / - A 1 - - I �I �� .� '�' � . A A r . , INSTALL• w • �/ - i s=� - - :' I ' i _. --- -- -- - - -t ?� - / • --.- - _ ---'--- » -_ .___- / -,,<, , - A t` �''� 42 LF 6 SANITARY SEWER SERVICE WITH DEEP / 1 , t fir-- ? --r -.. -- - -- _ Q \ 1 ! I - END 8 SANITARY SEWER v I \�\ , I ��- S:' \ '„ ,%'%, ! �' , I - \: �! � I CUT CONNECTION. SEE SITE PLAN FOR DETAILED ,� \ , ,► /1 / / _ . S 1- ( `\ . \ r% f, ,., �_ ---- ---- -- -.-_ - --- - -- -- -'- - �, ,� _ .�, �_ \ UNE B %-��, r , %.'; ; I- X SERVICE FLOWLtNES. 1 It __ 1 < \ �, I ! I ` 1 / r� INSTAL : __ _ _----- - - - \r.' , STA. 1 +93.08 i ; FL=301.75 <` ,, Y` _ _ - - -- - - - - _ _ \ ��, 'v / t I '. t / F ��/ �. . �% V A v /. f� . j {{ / - S v y CROSS PROPOSED 10" PVC WATERLINE. t i I 1 wl '` .vv \ �! / ' ri MANHOLEITARY EWER \/.x� ,:. MAINTAIN MIN. 1 SEPARATION. i ( I / \ , !! - --- _-_ _ .___ 145 LF 6 SANITARY -_____._ _ - _ _ ,1'1\1:�\ I I, ; ___:`�: v �,- ! :^ WL FL 302.40 ; i i ;, �, !I r / SEWER SERVICE. SEE y „ . � • _ SS FL 300.46 ; I / 1 = , - - _ SITE PLAN FOR DETAItFD % \ \ \ �\___ -- __ .I. . „� / -= . i, _ _ 4- '� r > I Itr FLOWLIN ES. `: - I � I \ . I '\, " - v y • - ! 1. � ;: »- � : /' �'., 1 + 5.36 1 TOP MH = 310.16 , ' I I ,, t PROPOSED 8 PVC �' .� �� -,� sTA 3 3 vv A r`, �,-'�--________._.._ �' 1 I I - - - -- - -- --- - - --- -- �Y'i' 6 FL IN = 302.39 - -'-- - ----- '`, -'` �� , ( ! 1 -' >�, �, T - 6, -p0�I INSTALh . I, SDR 2 ASTM D3034 x '-/�,; » " _ I A I , ' ;,, r' >, \ , i{ \ f . +' - x , ( : r F I SANITARY R 8 FL OUT 302.22 ��t /� , \ � \ I , \ �; if, SAN ITARY SEWER LINE A °` ( I I I 1 52 L s - s 3 . \ :,, ' _---------- - , ;.- _-�•.-- ' „ I ,}� r r i r� �-A SERVICE WITH DEEP CUT 1 -, \ J , s \ I �'�' , j it i I I j 1 ' I f' '�.< ; z. ; . i ✓ r,. 1:1, , , �, I; I I 1 f' I i ;i f� CONNECTION. SEE SITE P - �} \ `- /.' I / // , i i I -.., is , 1 / / I '�,/'I� ! ,- i \ \ %--Y- � __----- - _ __-- ! j 1 I J ! - FOR DETAILED SERVICE , __ III __ J I 5 ;�\ �. ,, G' .; i - \ {' ii t I Y. _ [-_ -4 Y i� L-]La- I _a...Ll__j - .-i - ._..-_..____.._ _ __ -. -_ ____ -_ - _ __ .11 j \ �.` j. / 'll; SSSI C",� ii i STA. 1+61.42 ;/ FL 302.03 . 4 K, k � , I i STA. 2+70.34 II / ✓ r , I . . 11 +7 - ,V,,, �� \ 5_ INSTALL: I i INSTALL- �, !� ' I i a STA 4 6.91 \, t : , -STA. 0+00.00 \ J - - - _- _ < is / " ---- --_-.____ � �_ ____ _ _ _ \ r ;lof�, / ,- I; _ CROSS PROPOSED 8 PVC -t �""""'"' /►� l 2 1 SANtT 9 tF 6 SANITARY SEWER ARY SEWER f . it, �.7 `, \ INSTAtL \ t SERVICE WITH DEEP CUT I MANHOLE j (; "' ! r - / Y; WATERLINE. MAINTAIN MIN. 1' j \ \ Q; r...� f ` '\ ,! _--- _ ; ' �t SEPARATION. '_ \ I � V) -, 1 -SANITARY SEWER \ ,;> \r- ' CONNECTION. SEE SITE PLAN- ___. ___ __ _li + TOP MH = 309.42 J H �s;' �; �;'qq�� , MANHOLE FOR DETAILED SERVICE 8" FL IN 300.95 �� k r . ,� WL FL _ 303.72 ! \, M w %' d'�'� TOP MH = 305.76 FLOWIJNES. i ! Q ` - ! . 'i /� ! ' _ ll) ='_ � I ��',,, r,; ,F� » \ 8 OUT 300.85 - 1! 1 SS 8 1 FL �., \ ; _ - t . FL=300.31 -_-„ ,. - - , F n 1 1 . / r I ! 1I , ----__-- --- _------- - - - - --- ------.----.__ __ ..---- i \ 8 FL IN 299.50 __ ___ ! I 1+ I Y` j - - W }} 301 9 ��`� „� �'' ., t� t i i 4 '} i \ Fw'-I , EXISTING FL 299.30 \ �= I. I 1 r, �` ,' 1 , I E-" i ! 1 i i yY G \ \ Ii I , j; I i ✓ 1 1 j . I i' �, =' '`' `` CONNECT TO EXISTING 8" . \ \ -" ?;.i I I / ( i ( I' ;'s i , i f / R} i ! t i ca / \ STA 1 +35.36 i ,\ , �\\ 11 I( !i r Ii I 1 ;I I; - Z r SANITARY SEWER UNE. I i . \ V i, ; ii � I „ - 1 - � 0 ;; 1. ii . f j Q \ �, INSTALL. , 4 ;. -��_ ,N I _.,.�:. __-_-�- r - _- +--,_-.___-_____-_-�- --- __ \ �\ t\ l \ » i STA. 2+28.66 A r _- I! ;; r_ , - ( __ .i _ _ __+ _.i._._ . __ _. _ _.�{ �',. t 106 LF 6 SANfTARY SEWER _ s ``-'=-=-'';, i I ' ; -<--- ------ -_- --- -- _ `�_`� e>r ,Lr)-. ,; \ - CROSS PROPOSED 36 RCP 4 €_.: 'I = .� / �r I ! STA. , 2+88.02 f + `� t F� �"' , I.• \ \, c, GREASY WASTE SERVICE WITH ` , rz ; 1 _ \ : Fr+-1 ,i > , %- - \t ` , '. . I \ t \`. : •, __ .�,- ___ _ ._. _ _-. STORM SEWER UNE. MAINTAIN ._v = ' II �iI Gj I I r i CROSS PROPOSED 8 PVC } If 1 - -�_ (n s �,, \ DEEP CUT CONNECTION. SEEI - r I-- >: `_- _ a.-�_ ,I O I : \\� 1 t I' {; , \ w . .� � v \ t �, STA. 0+85.86 x . , - - O I - ; - -- - � -. _.._ .. _--- . \ r - __ _ ___- _.. -_ . _ - . - SITE PLAN FOR DETAILED: z ' �� : ' I MIN. 1 SEPARATION. 1 E-••f �/ , . _ --r i I � _ (j ,,,x (, i , { WATERLINE. MAINTAIN MIN. 1 IIIw \. CROSS PROPOSED 18" RCP _ __ >��1 ST FL 304.50 , I,i , , I I r ; i SEPARATION. - - I. �` o v) SERVICE FLOWLINES.: , --- - i j• .. r 3 SS FL 300.64 i r i , I .\ ,: , , (n \ STORM SEWER UNE. MAINTAIN = `°`. �'r rd- >'--- "' '�'_ __ %' ,r' FL 303.72 ,t. _ _ t I-- _ - - - �� - -� - - - - - o- ---- _. -- -- _ ---- - -- -- - - o =,n \ MIN. 1' SEPARATION: _ _ _ _ __ _ _ _ - _ _ _ _ _ _ . _ _ _� L -- _ __ ._ _s -_ - J _ - _ __/ ' , SS FL - 301.04 = W - _ �> ! - 1 j I _ X . / " ru I - \0.\ ST FL = 305.35 � r , - ,.a \ 1 ,\ , , ____--- ------ - _--_ u� _ `'\ SS FL - 299 93!�f--- r, ,-�-- _-_-_-_ ___- 4 _ _mot a, _-___ __ __ _. ___ _ _____; j t�-. _ __ -___ A , -__ - o - c j / (\U 0+ 0 \ , -- - - �` f ,, 1 +00 2+00 + Z D --_ _ G - T ._ _ n (: _____ _ _ _ -i. _ _---� - - 4. . . f, - rn I r STA. 2+89.54 ti� \ '* F-I s ss Ll s ss 4" - PHASE 2 3 : ,CROSS PROPOSED POLY ►� '"N ,;i- - -- - _ -_.. _ - - -\ . GAS UNE. �, Z a r I 15 GAS FL = 304.99 5 � ,�. t, " i .•.,- _ ___.._.___� __ __-- -- ___� �_T .._ _ Y -_ __ - - - F - _ a - -____ .__ __ _.___._.__ _ _ _ -__IA -- _ _ t_ ___ __ ____ _ _ ti - \ s SS FL - 301.00 �. ;- { t �' r' ! '{, <,. _ �\ ! / `` ......•pi ,wuax;•.:,:d j .. .a- " % S ;.X'�!'�'"!1,�/ 1.' . f.. �.:,.., . o•A -:�... .. a I ...-4 ,., - „ "\� -4r! } I I.t P Y, '�/ =f t_.:Y f'Ifi \« I ,- "/,t "',.. `t o-.. ie �' r - - - p /' l / (' (J�, _ Q1 . - It , i { 1 t . i ap 1 , i J 0< I a ' i STA. 5+23.13 j °O 0 z o I rn � I 4 END 8» SANITARY SEWER LINE 'B' z d w i w w rn o t INSTALL' ' Q o I �n • o z N cn Z s r N st - I _ i w J �n ►� m -- A rn o o t 0 1 SANITARY SEWER MANHOLE _.�___--- -_ - __------___-.__-_-__-- _ -----_.__-' _____ _-------------__ _---__._ _----_- __ __- -_---___- -_ -__ _ -_,-__ ________ _ -- _- -____- . z m o ir¢ to 6 I a M w z L o o ''� O 1 M EXISTING GROUND W� I ^ 145 LF s SANITARY SEWER SERVICE. ;- I 00 o a w o a, � 5 o z o ;M 11 w a I SEE SITE PLAN FOR DETAILED o W N U W La I �t M it 0 a� I H w 0 w ,ri M i cn � v N cn , "? � II ,+. Z J II i � o w i FLOWLINES. z W3 ooi zz + _ aw t S 0 ; i TOP MH = 310.16 a� w 00 atn N p W N5 O� �O 0 1= H N (new I Nv U t t�� '-' CV co O -� O (n m •- .J W W � W W w co a o o + z=? O j a » s .�',+ .. b �$� Z 0 r rnC14 I cna li� 3�p t=pw(n 00 m ,�j WMM I N - (Am cn vc� cn I �wW 6 FL IN = 302.39 t�,,.«....,&-9 - - - _ w- --- --_ :_ �_ _ -d o --- - _ w • w ---- ---_- -_ _ -.-- --_ _04 �? _ -- .__. - -- -- - -- - ---- ----- ---- -- - --- _ -- - -- - - ----- - ------------- -_ _ _ - 8 OUT - 302.22 _-- -----_ _ -. - .I w 312 -- -- - - oN A - - - a i - _ EnozJ _ N + .---A I I a -- ,- - CoEn I - 312 >� ,;., *0ff,, 00 M �Oj i U�N�¢ .-0 - .* A Oq r- N Nam.- fi z.-�COcO `.. _o oo � u lI F-c. I ¢w0ow (o is Fawto - 000 •� _ I . v'3p-W--'�j�n { �. 8. J. KLING `� . w z0 ►-L 9 V) z + wU�izp ►¢- O N �-- M = �¢wr ! I ......,.,_,..... j ♦ J 2- Z U r- J U W p 0 (n V? U + to W U F- Z I (yj 1 i �jSG A� ,�5 I '>� - zQ P') Z i �t U W la1 Z f �..,` 4 OViO� w¢ Z� ¢ �Z� - O c0 ! �� _ Z� lD �0003 d O n I L`'-ZpO ' W ^N •. �`"�r '`.'i;•`® - -, t a zz M U O m - J� I .+... O) W O S ¢ o ,. 1 J i 7d' o 3. z ( z 3 O ¢ e Q O it , JJ - N(nUt..fifi Z .- F- 00 - '` - - 3 W -.- i ; N W O p - CO N (- --� n, _ U cn I + `L I w o I � a I �ii z �t cn c� (�. ice' �' ! rn o po 0 j � brp t-- ato M cn - n o I I + a w_" n, cn z o 0 o 0 0 ii U j o ar o o PROPOSED GRADE I '� w COL 12 1 Z Z z CO (,J Z M t7 I d O O O O F- a' t (n i ` F- >% - 00a Zr_z __ __ _ _ _ _ . _ _ --__.___-_- . _ _..___._ _ ___ _- -_--. _-__ ___.-.____ _. _-._..__ _._ _ .. ___ _ ___ __-- _ -__ ._. -_ ___ _ _ _ ___ __ _ (n. _ __ _-- _ -- _.__-_-..__ _ -_ ._ _ 308 --- _ _-._ i ___. _ _____ __ _ ________ ___. ___ o Z _N N _-__ r- 308 ! 1 _It cn W +' I w� o co a¢ w --� to I STA. 4+76.91 o 0 3 a 0 a �;� U 3(n3cn ' wciwo o N o 1 CROSS PROPOSED 8" PVC i, _j z J z Z 3' i . o . z M M i WATERLINE. MAINTAIN MIN. 1' o oU � U � o � , ___ _. _ _ - ._._____ _ - --.___ _ __- '_-.__ _._ _. ___._ _.__- _-_ __-. _ _____ ___ . _ ____-- _-___ _ __.,__ __ __ _ _.___,-___ _. __ __ _._ .____ ___._____--.. ._.________---___-________ ___ ______-_ __._________-__-_______________ __-____- I -a __w---_-.. _ _ _---- ____-- . _ -_ ___. _ _ _ _ _ r - __ _T_. __ _ ___-_ _. _:- ._ ___-.__ __ _...__- _-- _-- . _ _ - _ _ _ _ _ _ a w o II ii . - - - - - -+, - - - - - r - - - - - +- - SEPARATION.- - �- a z _M_-. z c� a + °- J 9 WL FL - 303.72 - Cf o� 4 w J o •- (n a i SS FL = 301.98 ; ; O tn I d o�aa� ` r 1 y o�o 0aw f f, m ¢wJ(n ; i ; i i I $ 0 (.) ©U rn I (n 0 3 cn 3 cn I ; 3.1' SEPARATION �u � > Of w w i 2 w i ( w w I I r a 304 rt __ - -- - - - *_ _ - 3.3 SE ARATION - - - I 304 w w . I I I i N I i t :,: 0 0 00 I j � I 1.1' SEPARATION < ` � U- U) � , 1.3 SEPARATION 2.0 SEPARATION 0 1 4.6' SEPARATION I t ! ?i ►a- w 1.. .1u „ i i 2.$ SEPARATION; ! j ! to to � rr . I I t J PROPOSED 8 . PVC, FI , 0.5ox ( I r f ::�,?. I o r__ ld . SDR 26 ASTM D3034 - - - - _ - - f - - - -r : :: =� _ N - .. > , ; I ! I . x-- - 1 N N '- M L SANITARY SEWER LINE A ! _ -}; o A 1 I I I I I .- .- p I i 0.509� i >, I 22A' T: . .• �; I I I SCALE• 1 " 20' in ; ! I STA. 4+65.91 THRU 4+87.91 1 STA. 4+86.09 I w P . RAWN Y• JN ! I ; I - I INSTALL EIPVC SDR-26, ASTM I INSTALL: D B. 0, •, -- -- _- ---._--_--.-_.-_,____._-__..--,_____�_-___-__,__----- __--_-._.__ _ __------.-----_---.._-_,,-__.______-.___.--_-___________ { _ ___ _N__ _.____ _ _� __- _______-_ _22:0 �___ _ __, ___________ �___ �_-_-.-. _�_ ____..,_____ _._._.-----_-- +---T_ » 4.-_.__- 300 STA. 2+77.02 THRU 2+99.02 I D2241 SANITARY SEWER UNE. 52 LF 6 SANITARY SEWER 300 APPROVED BY: AAP I 22.0' } STA_ 1 +82.08 THRU' 2+04.013 ' • - - I » I CEMENT � STABILIZE PER TCEQ SERVICE WITH DEEP CUT I INSTALL 8 PVC SDR-26, . I R 20' DATE: 12/20/04 INSTALL 8 PVC SDR-26, ASTM D2241 SANITARY EQUIREMENTS CENTER CONNECTION SEE SITE . P N ASTM D2241 SANITARY ;: JOINT OF BOTH WATERLINE AND ! FOR DETAILED 'SERVICE FILE: I i ; :SEWER LINE.' CEMENT , i ; i SEWER UNE. CEMENT ; SEWER UNE PIPE AT I FLOWUNES. ,� ,o 0 0 o STABILIZE PER TCEQ o 0 •,-� Ito ! ,o Ito STABILIZE PER TCEQ L- - CROSSING. .- FL=302.03 y__. a .__....-.-'.-•_---.-'-_---_.---.-_-_--.-.___.•-.__. -- ______._--.-'_ ____'_- _ _______.--.__.__.-._-__.._._. __._____...._.�__tn._ _ _ �..___ _.,.__ _ _-.,._-._,.,,..•.._,--....,__ ,-...- .. -'I-_ __�___.___.--------__=_-.--------_-_-----------___ __-_----.--•--- - __- ----•REQUIREMENTS. 'CENTER 20 - ___ _. __ _- . ._ __., __� __. ___ _� - �_. _ ..� _ . 1__ __ __ j ____ _ ----- o, �� Io j io REQUIREMENTS. CENTER 20 to JOINT OF BOTH WATERLINE �� - N___ .- l __ .- . - - o ?I) 1M JOINT OF BOTH WATERLINE ;I ;M , jM �� SHEET ,N AND SEWER PIPE AT ( ,o ` �.. If s, , ' it I it AND SEINER UNE PIPE hT n II I 11 n CROSSING. -. I I J • CQ { CROSSING. I 1� ia� (7 'a . I JUN 11 e . c3 - - . . 0 �- J o o 0 0 o o G� STt'�TIE"� OF 4 _ _ z . N M ��F11 - 1. + C ENGIN . ' -I. . , . - . : . { _I. - -.- , - -77-7� -=77-7�7 7 t- L 3 0 z w W z LD z w 0 `a 1, u N a rn 3 n. 0 0 J tn u 0 i 312 !: 304 300 m oz -- --.- Z�LW�QW O Z Z _ 0 � C 0::3 oo .- Z WZ ~Q 1�30go W U z m — -- - - _ -- W N �.. _._._. U oEa > 0 Q z> co _ °� Q + n W�O0co om;;z to aZ co VWt) ZQ Z o ;o M o c0C)04 Z Q 3� wM. m -�ii m v- N a MO - 00 �j + F4- II n + Q h 4L cCr.> cnvwi�ri3� ?>G i I4 i I I � ; 1.0' SEPARATION STA. 0+03.39 INSTALL 8" 45- D.I., i M.J. BEND, VERTICALLY UP. FL = 303.27 O O O i x Z w cn t VFW ZZ� t0wZ Z 1 Nm FMB 00Z LO azoo - 0<Z CL a m n n }}a--w3U coo O N U .- (� ii Lo + (n J = r� OU Z �Zp cc) w -cn-� Q U D II �n c0>am �cn3 CL r- Z.-CL o¢! ii/ I i i 1 i Tf� i 2,5'_. SEPARATI©N____.___,-_____.__ ; \STA. 0+86.23 END RESTRAINED JOINTS i i STA. 0+43'39 INSTALL: i 1 - 8" 45' D.I., M.J. IBEND, VERTICALL UP = 303.27 I O O j i 1 { EXISTING GROUND ! W n Ld o�� i t VQm I LL- 3 ,U U � — a O . o aL9 - -m ZwQzN-' to C) I _♦ QOt1 t, a �QLj c�cr , ?�nzL4 1,N �O O O p m In U u zd F3 Who Q W J --- - �� J --- -- - -�__— - S 04 ?:;z w x 00 Q Z� a N UN Z 00 z 0102 d W DII m L) / STA. 6+23.59 - I f „_ 1.\ ' __ �_y `v - . PROPOSED WATERLINE l .� a % CROSS PROPOSED 4" POLY GAS LINE. 7+00 8+�Op ;,� „ '9 STA. 6+ 14.40 , - _ _ _ _ ___ __ ., S <.4-- -- C - SEE C 6. 4 -- ,, ca --- ------� I S �f- -- 5 � -- _�" _ . MAINTAIN MIN. 1 SEPARATION. - \\ _:, . ��• ` » , " GAS FL = 302.38 �,. , ! ! -_n �! \ ` `; F1. �j INSTALL 8 45 D.I., M.J. ,AWL FL = 303.72 - � i�----�--, „r� ----�� ,f -. I II. �.\ . �t, \ BEND HORIZONTALLY RIGHT. H ct? r III .:\ . 1 , r , s FL = 303.72 f j '� ',� .. t \ O , �-�'� \ A 1 ._ _ _.. ._. . JL. _ .- -- i-- -� r -- -� - _ _ -- -- - - STA. 8-F-81.37 . -..- ___ _ i _.______._-.____-_-_-._.,._.- ___. y _ . # I i / , l , _� _� �, INSTALL 8 45 D.i. M.J. BEND 1 I,, X { \ , t ,1 11 { ._. _.._ __._ .._. �� ._ . - ..�_ - STA. 7+58.17 .. - ,.- -' \,, �k ' i tf � % S } , I f ,: !; ( ,.�-_ _ r „- �' \ . �; o HORIZONTALLY RIGHT. /, \, ; i I / ! t --' , �_. , ACROSS PROPOSED 4 POLY- GAS �; \� \o �. -- -� _ _- - .__ ._ t \ STA.' 8+27.73 _ ` - ,, ,. , DO \ 1 +, / 0 / !I s�-i - t_ i �UNE. MAINTAIN MIN. 1' �. \ \�� FL 301.75 \ ! ii i ( 1 l 1 �•/ 4i -- r��..__ cr ___----..___..--_____-_Y_._.___.--- ___ __rl_ _ t�\ w 3 �. 3 1 I I _3 ;SEPARATION. \ \CROSS PROPOSED 18 RCP \ \ I I: y I-_ \ \ I \ �;, --1 ---------_ -_ _-'-+ -- -- ---' " ; i ;\ { l i ! a r -_� _ ? - y s; � ti GAS FL = 304.73 ` STORM SEWER LINE. MA NTAIN . \ ''_` I I -- - ! _---t--- -- -_ - - I ! ice' }-/ Y� i f z - , i - \ �� \ __ - - - _ _ fi_ �____ ;._ � _ __ i , _ i,,. : - z-T- ,-� ,.: STA. 7+22.55 I WL FL = .302.39 MIN. 1.0 SEPARATION. ; , , ,!I \ \� \\ \ \ I - 0 N `" ' to -la z 6N Z) ti � N W Z > > Lu •o ,6 awQcoc I_j•,j V) in 0 0_ . . - v v Z .r^� V Z O } W x - J Q m~U- � - - .11 \ . I I i I i / , / ! I .- - , '` !�>�,` \\, ` ,� I tI \ ,ST FL = 305.29 e. " -__-___ _ ___-_�.____-_ ---_ _ �.\\� \ �� = ! INSTALL• .<- �, _ WATERLINE 8 ; 1 , . / t _� I I _ ;:\ '` -___-__-_ p �. ii WL f1 302.40 c, �. \ I I { I / STA. 6+32.78 , i1 1 - 8 X8"X8 TEE LEFT I ,I „` \ M ! , G s C \ tip, �. ;r . PROPOSED 8 PVC AWWA w , t1 '` v X� .. STA. 7+54.20 - \, fi. \ \11 { I CROSS PROPOSED 8 PVC; ! 1 1 8 GATE VALVE AND BOX {i z ; . \III, �. �,. - - --- - _. __ _._ __ _. C-909 CLASS 200 1 . , '� I 1` i _ STA. 9+33.87 &STA. 9+41.91 + I i SANITARY SEWER LINE., A _____-_._-_ FL 302.40 BEGIN 600' RADIUS VERTICAL- i; `�,: '\ \ \\ ;, ` WATERLINE / ' �� MAINTAIN MIN. 1' --' i CURVE, VERTICALLY DOWN. CROSS 'I '. CROSS PROPOSED 2--48"11= \ \ ', !�`� - - ��1. .'I. \i'\ - \ ! i SEPARATION. CENTER 20 ,. PROPOSED 6 PVC SANITARY I' RCP STORM SEWER LINES., __ u\III, \ !, , .r, I, , _ _ ___ ____ _ . _, _ _ _ _ _ __ _ _ ____ a, �___..� , JOINT OF BOTH WATERLINE f t SEWERS SERVICE LINE. MAINTAIN s MAINTAIN MIN. 1 SEPARATION. 1 `�?� % ;� ' ' / �� / \ AND SEWER LINE PIPE AT Mi MIN. 1 SEPARATION. 3; rs ,' ! i ,, ST FL 299.76 i " �� ;.-' , �/ \; .- - ---- - . \ --.-------------'-+----------- �+ CROSSING. � 1. = -{ WL <h- - -- II SS FL 300.43 I FL = 301 75 - kJ� y. `, SS FL = 301.04 -'-- -- ! WL FL = 302.40 i, \, \ ,\ - ,\ ,%� ; 1 . . \ , ' WL FL = 303.72 - , �f p, I \ \ \ .1-' ,\) , ,l :, / I \ \ •.STA. 10+08.16 it <11 ', V r r �� / r� ; / I , rf� rT a r _: �z rrz f :'r ;,w i {{{ ! , f \ jc 1 \ \ / f , n \ N ) -_ • 1 fit_»...-.._..._....__.._•__ x 1. { r� -, `a1 :r - �%�,% O • ,,. ,/d , i i �•''{ ; ;.c �+ �j �1 . %1°r�-+s'� J'.,�-1 ,-Y, ; I { f{ �: ,� c . .=. ,- .'. ;, ;,- ` - \ CROSS PROPOSED 2. POLY GAS SERVICE LINE. 4'4 '.�a� ". / •t , ('' i t i STA. 1[I+1.7 ,, J'�} •%.. ♦� � - . .u. ._ __;,_r.�= = \ \ _,/, .' 1 .•.•`.n . - C' /�6 i r 1 �f ,t. .t \ 8 t �/ , ^\�i , �,. - t i r I , j` ,y,,x x / : 'i STA. 7+46.20 , ; ,_ \ ; ,, �. 1-..� ! , �I .. ,� I �, _ ."", � ,4\' i \ , MAINTAIN MIN. 1 SEPARATION. _� I . • \ �� ''it; ?�';, \ \ GAS FL 301.40 ___--- ____._______.,_-- __ _rr,.flr STA. 5+79.33 + INSTALL; .? r.� - ; 1. \ { __- - _ !; ��' t/��', t / ; ; Y ..:., .. ... �__ _... CROSS PROPOSED ,6 PVC �;I— / I 1 - STANDARD CITY OF COLLEGEy \ \ \ \� ; may' \ WL FL 302.40 `,% k,, �,,t. CROSS PROPOSED 18 RCP , STATION FlRE HYDRANT WITH ALL;' , ', �i ! SANITARY SEWER SERVICE iJNE. , ;- \.,. ,, I. , ! >< / `. \`\ \, N STA. 10+12A4 Cal \ -' ,, • t ' .___. , __-__--_ -'_ _ _-_: _ i ' > �'� __- . �,� MAINTAIN MIN. 1 SEPARATION. ;- STA. 10+89.06.. �>\ \ �, N 11 \„ ;Kw , ;.. =;l • STORM SEWER LINE. MAINTAIN - - _ -. NECESSARY APPURTENCES. 11.57 �-# -=; i; + I _ \ �,. :< CROSS PROPOSED 6 PVC SANITARY ;' ^��' M1N. 1' SEPARATION. RIGHT i SS FL - 301.08 a , �' i+ S -' I = INSTALL• ; �?� ,\ \ \ \ i :". SEWER SERVICE LINE. MAINTAIN MIN. 1' -- _ _ .-= r _ _ h ,:.. ST FL = 306.04 =- � :. ---- / ---- - - --1 - 8" 11 1 4 D.I., M.J. BEND, I i WL FL 302.40 _ " Cl -'- - -- t ,Y - - __ / t I i .I { z- 1 -STANDARD CITY OF COLLEGE STATION1FIREBHYDI T- \oss `a \ \.k SS11 SEPARATION.305.26 r--� WL FL = 303.72 _ ' ; �' VERTICALLY DOWN. i; \\ i , t ,i FL = 303.72 ! I I __� WITH APPURTENCES ON SOUTH CONNECTION \„ NOp '/ WL FL = 302.40 - -- �___ _. __. u , �_ ,\ ;E __ �__� 1 - 8" 4RI ti �\ \ ��!` - , / -- _------ ..__ _� I, ,- % X, ,l , ,. i ? D.L..L, M.J... D, HT, ,� \ \ �� ! 5' D BEN ZONTALLY RIG ON r' = ; ! ; ' \ ` `, �' i STA. 7+28.86 '. NORTH i CONNEC110N \ \ \ ,,��// P4 . r - " ON NORTH CONNECTION \- \ ~\ \ --.___-.-----_-__- _.-__�_______ , / •. \' \ } / `. t\ , ° I i INSTALL- 1 8 X6 D.L, M.J. REDUCER, " , -'� \,i , �,�-�r ,1 I `,., STA. 10+58.53 & STA. 10+62 56 : M-' , / �< - 7,. \ l ti k �I f 1 - 8'�CS"X6" TEE 54 LF 8 PVC SERVICE LINE (. '\ _k-" \Ili N , _- __._ ___.__. _ _ __ _ ERCIAL WATER SERVICE AND METER SIZES TO BE I / \. - - --- -- _ \\ i CROSS PROPOSED 4 POLY GAS LINE. -- _ ._ _ __._ ,\__ .- , / / \ i �. , ��, '' I, 1 COMMERCIAL WATER `SERVICE, ., - \ / 1 . G'� MAINTAIN MIN. 1 SEPARATION. ( • , W -._____ I; r` `' / \ •, I , SIZES TO BE DETERMINED BY OWNER. . DETERMINED BY OWNER\ k \ r - _ _�I , "i - J \ \ , ;. GAS FL = 301.22 C) V _ STA. 6+86.97 t: SEE SITE PLAN. 1 - 6 FIRE WATER SERVICE - - - - -, ,, �, „ __ \ f1 -FlRE WATER SERVICE. SEE SITE FL = 302.40 �� 'r \ \ \ WL FL = 302.40 Z ' ___-__ _ _ ._�_ _��__- \ - I. , ,; CROSS PROPOSED 36 RCP �- " � 'PLAN. z-' II �,� \\ - -ti : 4+00 ' �, / STORM SEWER LINE. MAINTAINS ---- _y \~ �� '' \ ``* 1\ ,� \ _ _ _ _ _.._ J' ..- F 3 /, \ / MIN. 1' SEPARAl10N. � ' ` \\ - 1 T _"- ! - , \ \ .\ �5 Q L 02.40 - y. % `•, _--•_•--- -II hI / ST FL = 304.04! v / i \ { f ,; �. / ' is ' . END RESTRAINED JOINTS \ , \\ ` \ l�'� �"' '� - - 14__ - _ 4 ' - - -•.� -_._- ;-. = �` . ` \\.� PROPOSED WATERLINE E- ' / : WL FL 302.40 `_, k, l _A ' ,f 2.4 rl ; J \ 1 / ,, ,' \ \ I \ i_ r r lam' \ ) �. . , - C/1 � . ,. ' ;� ,� FL 30 0 ,'' : _ E SEE C6 6 - - - - � -- - - _ti �- ., ,/ j_ _ _._, f! % \ ' `K. L - ., i �.... J J!. '� r"� i ` r` i �.- I 1�� r l / \r\_ �. _� ; .,= :I ' STA. 11 +27.08 : �_ , _ _ Y f_ J r a _`11 { ! ' '- _ _ . ! _ __T _-_- --____ _ __ __ -____ \ r�f ,I { \i , r - ---- t f � ,� ;. r'+ / t -_ � COMMERCIAL S, INC DING \ �' > , r� 1 X 'c. °` ►_]i• \ \ ;\j �;�' SERVICE TAP LU �j ,'i 5l .. f: I ; / { / \ `\ -''. i t - �� , ll I . '!l � �\., . ,,�A'\ \ � - li , :II II i ! a t_ ,;` �\ ; \` ,. I / 1 f/ WATER METER, , SIZES TO BE \ f '� ' , - �,,,, ►•� _� _ h �' PROPOSED WATERLINE / _ � ;` � ,; 1, / -,-- � » � o�� - \' ,`r sTA. 1o+61.is . .--_ -- \ ^ - \. _ ` �; -' ./ / DETERMINED BY OWNER. INSTALL 6 \ x , `\ �.i L. t _ _ .✓ \ , - �.._ 'G' -SEE C6.7 , , \ f i J'' 1\ �f � , }�\�, _ _�'�� FlRE WATER SERVICE. \ " .� '\. (,} i i \ - -� \ INSTALL•WI- ,� - - -s { r� ` i , f\\ \�. �'° '/.,.'41 `, i i� \ FL = 302.40 l 1 - 8" GATE VALVE AND BOX { I _ _-.._}----__.. 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I j ! ; ! 4 - s i O �- N �Z �ZwZ A ; i i i I � W M zzO�O� W -: ( 0: - U t- U F- ,.___ __________ ____ _____.__-_.__-...-_--_-__---_.--_- - _ _._ _ --__ _._ _ - -_.. __ __..__ __..__ _._._ ..___..__._._------.__.__-_ -._ _ _____•_-__ _ __ --_ __.___.__ _.___ �____.._-_ -,--_ _-______ ____---_•_-____ _ _ _._._ __-____- _-__-__.._________-_.._____-_ -_ _.-__._-- -__ ___----_ __. _-___--.__ _ _. ___ _ ; .__ ___.___...________ -_. __ -,__-- ___.. _ . _ _ _. - - ._ EXISTING. _ ROUND _ _i _ _ _ r- F \/� ; a ZOJ � v0MO2w3 I i i W la- to m � 1.4' SEPARATION I , - I p o p� O cn o I I ! iII I'.. I I{I I I I . - w I I I I ,______ i I `�' �`'vU� Q L i z-- �� I __ - _-- -T _ _ �_ - _ - - 304 1.0' SEPARATION I ' i I 0.7 SEPA TION I o o o 0 1.0' SEPARATION . i I i cn cn cn , ! 2.0 SEPARATION I tL -'� -- - { ! I i I ' i { �(ntxcnofw . i I ! 5.7' SEPARATION I t e._ - r _ ._ _- _ _ _ _ __. _.___ _._. _._..__ __..._ _ ___._._ __ _------- __ _-_ _ .-_-__ ____ O OD 00 � f7 8 SEPARATION f- - _ �_ _ _ _ _ _ _ _--- -- _ _ _ _ __ _ - _. __ --I-1 a3'�EPARATtO1V _ V AR N ; - - N r, cN ! , STA. 6+7i 60 � .5' SEPARATION + ' . _1_7 __ ______w ,; -_ . • - - ! WATERU14E '$' a o N N cv ::oo i I i INSTALL 8 11 1/4 D.L, t I �_ i PROPOSED 8� PVC AWWA 1 STA. 10+89.06 n - o STA. 6+23.59 I M.J. BEND, VERTICALLY UP. i + v% FL = 302.40 ! } C--909 CLASS 200 I . - INSTALL- . _ SCALE: 1 - 20 300 00 N CROSS PROPOSED 4" STA. 6+64.97 . j j I WATERLINE , N 300 BRAWN 8Y: JNP 1 - 8 CROSS -_; ____v? _ r.____ POLY GAS . LINE.- ----_-_._-_-__--__.____.__---____.-.---_---.- ----____ ____-______ ._--__.______.-.__--___-__.--__-_-_.-.- _-t_-__- _^------____._---_______-___-_--_____ __ �.----- _. J__--_.__..__.- ____-__ - _._ _•___ _-____f ____ _________ 1 -STANDARD CITY OF COLLEGE STATION FIRE HYDRANT ------------APPROVED BY: AAP ca to INSTALL- ! STA. 7+46.20 i I i WITH APPURTENCES ON SOUTH CONNECTION to o MAINTAIN MIN. 1 I STA. 10+08.16 + to SEPARATION. 1 - STANDARD CITY OF CROSS PROPOSED 6" PVC ,� N 8" 45' D.1., M.J. BEND, HORIZONTALLY RIGHT, ON DATE: 12/20/03 to � COLLEGE STATION FlRE ; STA. 8+13.55 t o.s , SEPARATION CROSS PROPOSED 2 I _ J GAS fl = 302.38 SANITARY :SEWER SERVICE LINE. ; NORTH CONNECTION FILE: d n _ HYDRANT WITH ALL BEGIN 600. RADIUS I POLY GAS SERVICE w z WL FL = 303.72 MAINTAIN MIN. 1 SEPARATION. } 1 - 8"X6 - D.I. M.J. REDUCER ON NORTH CONNECTION • t-n w ii' + NECESSARY APPURTENCES. _ .08 1 VERTICAL CURVE, j i LINE, MAINTAIN . MIN. 1' » r; ' sA • - -- - I SS FL = 301 _�___ _ ^ ___ __---------------__---_ �__._ _____.___.__ __--.__._-..____ ____._. _____._-..__�_.__.-------__._ _ _-_______.___-�_______.__. __t____,_____._�-_._�,__�___.�___:.___-..__ _ ._._ _____.--______ .._____,_________ .�_._�.--.----�� _._- _-___ 54 LF 6 PVC SERVICE LINE. _ ��"�- 1 i 11.57 RIGHT I VERTICALLY DOWN. I SEPARATION. 1 - COMMERCIAL WATER SERVICE AND METER, I . 1�-� `' " 1 8" 11 1/4• D.I., M.J. i WL FL = 302.40 FL 299.66 I i GAS FL = 301.40 SIZES TO As SHEET - BE DETERMINED BY OWNER - i BEND, VERTICALLY DOWN. I I WL FL = 302.40 FL 303.72 I }} f I 1 1 - 6" FIRE WATER SERVICE uN o 1 z05 . 1 - I - 02. t I I 3 0 o( I I II I I O I - - I o o OLD-�� '�'I W) a 3 Ft' o 0 0 .. o I + + C ENGINEF OF 8 + + . +- + (O t\ d0 ' 0) .- I- O �. .__-'•_�_'i-•-' T-r_.r+.-..-..-__z-'}^�__�'i.s.+T'.^--w' , -+'-.a+- . ... ,r -n._ ..-.---_?'__. 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FL = 310.31 1 z Z - z w '� X' A \ I CROSS PROPOSED•8 PVC SANITARY t m �. 1 £� i, `, -__ ,w' , g ,,=---_jt__-jI `� �. Y - -- -• a k SEWER LINE. MAINTAIN MIN. 1' ' ! STA. 2+44.47 ,: \ 1. ' a i 1 ' , . ! �� , , f _ _-- �,. tip, -, //' 4,� I , i SEPARATION. CENTER 20 JOINT OF_ _, r CROSS PROPOSED 36 RCP l PROPOSED WATERLINE I - ~_- , .1; �; � 1 I I .� r !/a -kw* x I ,,, ! I j I I BOTH WATERLINE AND SEWER LINE : , ;' 1.. STORM SEWER LINE. MAINTAIN �.� � \ \I ,� , 1 t t. ��, t, ,, :� = i B - SEE C6.3 I i i , MIN. 1' SEPARATION. _ . �' -- PIPE AT CROSSING. t I. HORIZ. SCALE: 1 " 20' �, _ �I � I SS FL = 302.90 r, � .1 ST FL 305.98 VERT. SCALE: 1 2 ; . I I % , . ,\ ;� \, \ ,,� 1; , ' t � ;,,-") i 1 t f I I i I WL ` FL. = 309.36 I 1 WL FL = 310.31 _-_._� _ -_ _ _.._._� yy t____.____i_ L__._ I411 I 1 y i, - ,` -- __ -_ - - r c=`= - S� ESf !t_[`+_-:__-____-----__ -. ':�i31< =---; : _.._ \i1__-i' )i 1 i ! } I; ` -' f ,1 ;1 ----•--4. - - - ______4____- - ____l_.__-__l - _L _ . 1 1' i t, ,. t ,, i� i f - I ` '-" \ --� 1 » .� - .,, �° te,e, <_ � -.ate - f -- ..... r� A - 1.,._, . 4 !- ..�., ,�- ems.-., ��.._ ._•-,�._ - L . 1 <� 4 1 � � r i - :, t i __--- _-------- �.�_ __ _.-. -- ._ - - - --- - -- _....- --1 f i �� ` e - L - I, i 1 _ : 1 r. .. � _<T_, __ ._._ Y_ . a�, �y. _ ,� STA. 1 +18.46 - - _-- _s �, +: _:. ,._.a .__ .� �. , � _ Q fr_ ,_:, _ �. . E.� ter_. .. �.r .s -=�`^ ` ' STA. 0+06.00 �� - 1 IBA -GIN 135 LF RESTRAINED I f i i a ��`�; Ij i . STA. 2+13.72 , I I i t I I I " -� ` ; , � ` t CROSS PROPOSED 4" POLY GAS LINE ?. �,,___ ' . I , JOINTS. r. I` 1 t WATERLINE 'I' ! -� I = WATERLINE'Cl I t 11 INSTALL 10 11 1 /4 D.I.. M.J. 1 GAS ft = 304.83 FL 306.58 ti - _ ` - ' " I _,i j� : ► BEND, VERTICALLY DOWN. a PROPOSED 10" PVC, f e - ' ,_� __,- wL FL >a 302.40 I PROPOSED •10 PVC, i : I __ __ I INSTALL -10" GATE VALVE AWWA C--909 CLASS 200 `'J' ` //� j i i i AWWA C 909, CLASS 200 �-; _- 1 FL = 310.31 WATERLINE. _ - r , _ WATERLINE- i �"` � . E Q 1 r ! 1 �` I h - i r, I ; 1i! 10 00' ,=`� 1-____--- __-_-_--------- -- 1+p0 _ -- _ ------ _` .. 1p L _----- -- J . '`�' fl _ _ 1! 0' _ --- I ; - A_ , 1 11 _r_qtt 1; -- �- _�._._ ! ; i 'i j: I (, i' i ( ? ; i I k {I i r \ r\. •;ro 1?I 1 _ • 1 i I 1 t i I I ;i ;' i I I ; i I. I .11 it i _ ;u b. 14 /� � •i r _ O •� . .i i - ' r �: 1 it -il.� ' _ .... _._ i ' j_ ._ _t, _ _ I ._ li. i�_ _ _.. ... -- -- - - 'L - r'"`�]6 H- _Ll+ao__. �, _. .._ .._ - _ _ .. - / _ O j , 11 : - - if r i ".:."A i � c - � il•_ .-. - 1 _ (1• I it ;i I ( I � i I I - 11 ., Y �,�. i .,v...{ _ , - - � . 1 - - / 1 ; ,� I ,: �' i i I I i i STA. 2+08.90 STA. 0+00.00 ON 1 o" STUBOUT -; I - I , ; 1 I '� Ii� - , � \ \ I l it I 1' . 1 _ j -� -- �- -_ __. -_--- _ -a-_ ____---_________ INST E 0 BRANCH LEG / I ` - ;, I i - _- �.1_ ALL 10" TE R TATE 11 1 4', I � ( ,- -" ' � � } _ -- r ti_.�_ ' `; 7 i +._._I`j-i.- :`:�_ I- „' f }�' `� : VERTICALLY UP.' BEGIN 10", PVC WATERLINE 'I'. �il ! 'STA. 0+52.00 �- __� + � ___ h I 1 _ _.f , I} r rq ' j I I _ ._ _. ` 1 \t w w t i - r , STA. 0+29.02 1, / INSTALL '10 GATE VALVE ON 10 RUN END 10" PVC WATERUNE 'I'a a I: / w �,. FL 309.36 1\1,,�_ r ,: I -- � 1:1 I d 1 INSTALL SALVAGED ty t! AINSTAIl 2 IRRIGATION TAP.: . .' ` . I;-.-_.- - ;' + ; / , :MARK LOCATION WITH PVC j B W W LO 0 V VE 1 i I� I FF AL ;I Q Fo ` �` -�. -,; j - -- - ... _._ _ . _ . I , ,� I r '\ �._.� - _ _ �" " .I ,FL 309.36 __.--___.._.__.___.--_----___ _._----_-__..____-__ _ ,. , PIPE F�CTENDING 4 ABOVE �...j r , '4 1 ii 1 ; 1 t ` �, �> /` �`r - i i - STA. 0+00.00 =STA. 7+22 1 /25 WATERUNE __ 1 GROUND PAINTED BLUE. r -:1 I ' -_� j� i ! �'� \\\, �� I , ` ' » " i ; I ; I I t �: ,, r ,\ FL - 303.64 , �, , ;0 W I y �; :.� BEGIN 10 PVC WATERLINE C . CONNECT TO 8 _: .i . Ef t O V \�; 'lll \\ ? _�� r _ `RIB-t�.�v. I 1 / r' \` �\ \` } ��_ �_ � �\ ` BRANCH LEG OF TEE ON WATERLINE B . BEGIN 69 i, I . �{ I `j I �! \\! \ \ �, t' '', x I 0 Z ��' ` `� \� LF RESTRAIN JOINTS. INSTALL: , ? <..d I ( f `�, C7 0 �`` \\ i!. 1 w w I i t , lZ� 4 i I I \ \ l \ \ #1 to Y,. • O .. 3 .H - �` `' ' 1 - 10 XS REDUCER 1 ! y�> , 'i 1 1 �, +; ,, .�,, \ \ ; � _ t, � ,� ; I N. 1 . STA. 0+ 12.50 � \�'• ; A f � H 11 �. :�� / 1 10 GATE VALVE AND BOX. r�x >; I s ,, _- \?o - i `� \ "�� •�ti �- --`„ FL = 303.64 ' 4,: z - t I 1 _ CROSS PROP05ED 8" SANITARY SEWER LINE. \ t% �« �. �-+ 1.X.- ,� t\ ��`',\`'"%`- `'�,l u - 1 I MAINTAIN MIN. 7. SEPARATION. CENTER 20' JOINT` `� - �,,,'' '�" U1 x I, 1 l P ic H r ��\\ ' I I 1 OF BOTH WATERLINE AND SEWER LINE PIPE AT ,`.> Q� w %Vic_- } r f < \, _ 1 I �r _; `� ' ,:.� \ ,�,� \', \ .': _ I`i , 6 ( ( jam: >� _ _ V 1 CROSSING. '� E--1 �� \„'�;�� \ ��,`�\ /`- i , ! ! I 4 1 SS FL = 300.46 r- f W 04 W .� � '� .� ` .\\\ \ � ` ` I I 1 WL FL - 302.40 � _ \• , to __ _ .._ r�, ,,,�:"� < -\ \ \\ ', _ i . - 11 , ." , , I I I - -1 "I < y, , " . 1,t , '�l , \ ,,� ,\ I �� I .l ee., , . l " I i , ; 11 ,.. , ,- '. I. 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AWWA C-909, CLASS 200 ___.__-- l _ _ _ _____ _ _.___ _:_ + -_.I 1 WATERLINE i ? I BEGIN 135• LF RESTRAINED i v , o . I 1 JOINTS. i I �t �� o N i . . ; I FL = 306.58 i A. 2+44.47 ® �1s�1 �' cf-`� --____--_-_-•----------_____._.-i---_--_-------_-___________.__-___- IF I p05 - =. I i y 1 i CROSS PROPOSED 36" RCP 2 SCALE 1 20'_ 1 304 - -9. -sEPARATroN _ ._I----------.--- _ ..__- -. _-- -0--____.._----___-- __-...__.___.__-' __-- 304 I _.._._._- - _____.__ _ ______� _._._._-_ _____-- I -,- __. DRAWN BY: JNP I � ____.__.___`._..._ ____._____�_._.___ _w__�__. __s _--,___._.__.___.___: !'STORM SEWER LINE MAINTAIN I STA. 0+69.02 I STA. 1 +92.88 ` MIN. 1 SEPARATION. -1 APPROVED BY: AAP 1 w i , i ST FL = 305.98Ot-`�G`� j END RESTRAINED CROSS PROPOSED 8 PVC SANfFARY I WL FL a 310.31CS DATE: 12 f 20/04 -.._ .�_ �__ _--._::_____..__---_.-_.-- ___._ ____ .-___-+_-_-______-_-..-_--_.__ __- _---___.___._ _ __ 304 JOINTS 1 SEWER LINE.' MAINTAIN MIN. 1- , I FILE: - i ' r STA. 0+12.50 FL 304.10 SEPARATION. CENTER 20'"JOINT OF.� ? __ ____ _,___ __ _ _ �_.� _ __ __ __ , - I t i ._______-___ - ----- - z - - - - ----_.._..----------_ _-.__ _. j _-_.____.____---___. __ ._... ___.v-_.____ ____ _-------- ._. _ _ _. _ _ _ I I � .3' SEPARATION CROSS PROPOSED 8" SANITARY SEWER LINE. MAINTAIN MIN. 1' BOTH WATERLINE AND SEWER UNE ; I I _� I I SEPARATION. CENTER 20' JOINT OF BOTH WATERUNE AND • - PIPE AT CROSSING. I { SS FL' = 302.90 1 SHEET I SEWER LINE PIPE AT CROSSING. i i I SS FL` = 300.46 WL Fl. 309.36 . I . I 1 , r WL FL = 302.40 I 1 I I • 0 0 I I . I I I CV'^ E'4 + - . O o o `. o o OF.8 . - O - 4. N M _ - . . , . . . . - _ _ _ _.- �. ; . t e.. .-�---. .,,�-..,- --� �^--�°^-was.->T• _ - .-„^.,.,-.,� ,..,.�,.,_..,-.,�,_....-_.,--.--�--.�^_,--�,�..m,..w,a.,r,�-�.,...�._:-�-n,--�..n,--.•--. �- _ 1 c - .h ,. _ �... .. 1 .. � � .. � .. - �, � _ � � � � .. '. .. ,. -. .. , :' a. '...'. _ ,. 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"STA. 0+38.58 = - - - - ={- 7 W 4 - _� ( -- w - 1 1 _ I �� _ _ :�: ' . .a _ - -_!I 1 p " is ,' w I Ii ` -_- I '� ` ^ - Q _ Q _ _ --' l , ----- --- a t �. :: , __ _- : " _ - - _ i i, '! - I 3 ji I - _ _ _ - = _ __, - _ ;i! f CROSS PROPOSED 8 PVC -_ i o ___y In rn --1 _ ".,''I: i•-„"'" :.-^ -sue..__ t , 1 i ? 11 '� ,t - _ r_-, _ -s. ___ _._ ......:-�'� !, it\ ---.. I _ - W 1' 1 -- I I I 1. - _ ( rT Y EWE MAI N _ __ _ T 4 _ ._ __ _ _ \ . ,,1 �SAN AR S R E NT j - „� 1 MI SEPARATION. -' _ _ _ r ) 1 __ ��_ z - w _ - -- - - _ I +,: � N 1 S ARATION. i I �! it ,_ � '' Q - -- ` , ,I -.. -- - t r'. J !; d ._ , -_:, - . _ -- I } -----. ----- J I L_ d:'r<.� : r SS FL _ 305.40 I �� STA 1 +31.64 ~ -- _ - i ;� ^ :� � ! WL FL = 308.17 1 i t i; i ! J - - i ( ENO C ATERLINE INST - , . - ! i \ `�� i I 6" PVC W ALL 6" 90' D.I - - i ? i t ; ( i' -_ M.J. BEND, HORIZONTALLY LEFT. CONNECT - -� w ! ' --- """_;, r; _ t HOR1Z. SCALE: 1" = 20' , : �� <,>'* q E, i = __.- _ . " .. TER C EE . ( __ ------__ __-.__- ____----_--- _ -- -__--_-_----- --- -_-_._ . �; _ , ,1 ; } RE WA SERVI S SITE PLAN HOR1Z SCALE: 1 . 20 ! II PROPOSED WATERLINE VERT. SCALE: 1" = 2' `````�;� r r, t 1 TO Fl VERT. SCALE: 1 = 2 ti . AND MEP. ,., - i ; �; - _ -_ ==- 7, � q B -SEE C6.3 ; ��.�1-1 y , , ! F. _ FL 308.17 . , : - ,(_ _.._ _ STA. 0+00.00 STA. 0+43.39 WATERLINE B - �=^`�' -�" -- -i i .� r 11 �_ - } ; , i i +! ✓' 1 , ..,.., » r " 1 t f J f:' ! f I t ; • tI ,I ! ! I - .-- _ - _-� .a� ` (^` �-- .P( i ?i ! II BEGIN 6 PVC WATERLINE F'. CONNECT TO 6 - I t r I • t I _ i t ( ' { /� I F .. RANCH G F N i �_. _ _- - - --_ •' ; j l ;�, ._ _ __ _._ 1 _ . fir;t I, �� y-- \._ _. __ . { !I " O A . ! 1 I- �� _ Q r B LE TEE ON WATERU E , I i - t . if.-_ ! li GATE t I t I __,� i; 1 I { t ,'r. 4 - L G`- -_ _- ',.I I i 1 e �', 1 ;r - -- I i I INSTALL 6 VALVE. BEGIN 65 LF {� x f _ { , t ` `• --- RESTRAINED JOINTS. ;` t I - --- --ai 1 1 + f ' I ' I (I 1 I 1 1 - - _ ; `` , i i ^r5" � FL = 303.35 I ! 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I , .�.i _ i. _ �� /i i `�:' I� 1 _.1.-_ _._�"_:_c- - .� w I _ _"/ I I 1 . .- ••_•�Ya �.r-:.a.w-+fs _v.(�1ne`s,6 �n_:.iei �1T_-'ef-_. _ ..r=-z�-1ei:--..._.._. _.)_ -_. _ _ `_. . t -- -__ -- I T r a i \ -. 1 I I I STA. 1 +05.33 I . ------_.__ --_ ---_ _ -,_ t . r r _ _.__ I i - , , I: /--- , �, I a ! i -_ _ _ , r ( i r -�- ,,�,__�- � CROSS PROPOSED 3 4 I -- ,=� ' ~ -_�' ! I I f I PVC ELECTRIC CONDUIT. I �` a - STA. D+24.39 / �{' - • '\ ( WATERLINE E ;" g 5- �" I MAINTAIN MIN. 1' ' ' ` .. _ ' ! `I „ END 8" PVC WATERLI E 'E'. Il" -� i� ' PROPOSED WATERLINE 1 t f� . - i I !' I SEPARATION. ( - ,,y - `..- PROPOSED 8 PVC, AWWA _ . f - r _ W Q L. ,- -- - -1 , 'f INSTALL, 2 BLOWOFF VALVE. + i t B SEE C6.2 FL = 308.17 1 . y C 909 CLASS 200 f 1.rI -iFL -. ; -' ► , I ll I 1 I I �� I _ r t WATERLINE :,_.._, If k_ ! --11, „ - I . -► - STA. 1 +30.40 _. _ ___ w ;, , �L, - ,� cy-h-1� -- - - -- --I-- I-_iL_-!-1--+---1----t--- - - -- -- - --t ----INSTALLCOMMERI L WATER V 11 1. Y�!� ` z� ,1 I-�-! dr Cori_ _ I - I r. _ y _ _ 1. - -� t �. , ,+ / L i , ,1, 1, _�_____` . STA.' 1 +28.65 ` -S SEE SiTE LAN. I , .._. _ _ N _l _�_-._� _ i.__ __ _ _, �� ___ FL 308.17 i , .a , I As - - .-t -- =r _ Q p p . - - i i \ CROSS PROPOSED 2 POLY -` +- }, is ;Ii t-.,, ' x 1` \ , I, . , _ ..,. I W AS N MAI __ _ o v, I 4 W ; �-,�,__ _�..��__,,��____� _._ ___ _,-.-�,---�, ,{�`-s - G LIE NTAIN MIN. 1 -z T -._ ___ _ _ __ ; _ �, (_,) �, i ! , - a _ .r ,, - ` '- - �' , , A - a 7_T• %r - . -1 _'j."" PAp r a - +s ` r t a`'-- _ e �l SE RATION ♦ a _. _ . _4f Li a , _ _ ti - _. - -. _ ` ', 1: ' ,? ` ` , - - - - ___. ._--'__"`--_--- ^ �. q= _,+CL"`' `�s=9ea�-t.�'- -'�T- - �- -. .__.Ord...�^�r'_,._. _.c. :_c�"'+t•_• �_-• ,^-_-+._-;.z.-?!rsn..e r.-: _. �-ar±�r---��' _^'_�._- _ _ - - -- ---- --------_-'____.---- ------ --- -- --- - - - c _ . ;' - T r . 1� . i 4J I � ! 1; T i i I FL = 308.17 - l ; -�- �-+ Q---- -----r , , _ __ __._ _ _.___ _� _-__-_-- - _ _. _---__.______ _ - ---_-____ _______.___-------__�__ _ __. -__-. ______ _.___._-�____-_-- - , (7 / I / - - , i �*� :n :r { ':' r' t W r - i 1 t 1 I ``� s r� i!( -- i J is ? ,1 „ ; � l S:; 4 t , I i � { i . �/� .-•, ; ,\ 1 �, - .- -- ----_ _ .. ,.: , r. , I:, \ ""� {'l .. . ri. ,.. <, :„ r N V/ 1 ra. a a ;:, r w .._. ! r ! r. .. _ , NN Fry W .-. i , _ _ t 1 _., { t .. :s .t t . F ,. 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I PROPOSED 6 PVC, AWWA f j z J n ,. , .11 I - -90 CLASS 200 - EL = ---------_- __ _-_-___��____ __-_-_ f___"_-.-_-______ ____ �___-____-___,_-_--_-.___._____ 9, . -- I t C ? w ! SCALE 1. 20 _-___ _---__. _____..__ _.__.---------_- _ __.__ ___�_-----_-___-______--.--- _ _. _.___r_______-_-- I - STA. 0+38.58 w ! I i i I I WATERLINE o w -j DRAWN BY: JNP I 1 i I ,1.L �� I ` CROSS PROPOSED 8 PVC. L w > ! i I i p 'nd o ; SANITARY SEWER LINE. MAINTAIN 3 zo ; APPROVED <BY: AAP f I i ! 300 _ - - o - M-- - ---- ~ . rrW-� 3 0 DATE: 12/20/04 .� _� _ . _W. V -SEPARATION. U i I I I s . N `° z-j o SS FL 305.40 M a- 0 vj 1. • I , i + w w Q i WL FL = 308.17 .� = w o FILE: ----- _ _ -- -- __ _ - -- - _ - - - - -__ ___ __�______._ r__.___ _.____ _..__.___�_____ _- i . 1 f t i 1 ( �j'�WWJ OZ I -u i I I I f { Z�>e . 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'..,_..,t_- ter. . ,� . .: �>•a�.n.. :o..sfrr++"+-..._..+e�.�..-., �.�.._ .._ - - ....rwvr. ._':.�'.._^�ws��w..-T'.�e.__r_._...:._ r..�.-, �..._..,.. _,4. <.�-.,_. - I -.r�s..•'-'�Y.r ,. �vva-+^r�.eC-r"p,�.�a�r•.p'°_y*ww-F-,+n:'^m�..v „^N'.". ..,vp,�4. .. - � :. .. • , - I : - •. i I t t ____,.1 _ __ - -- � -_"_ y \\ . i - 1 i ! . �; �, j - . } I j t I j U' 1 . l . .; �;, 11 (' 'I ." r t 1 z N j \ 1 ,, \ _-...___- -",, 1 i q, j 4 } 1 i; I N N I t 1 i J - I k I , I itit - (D w O: mac- - \ 1 q .% j pa ? I It 1 -} '! } r j fI , i I I Lu Y 1 I �` �. 1: - ir1;i 4 \ . \ / ti } --_ _ i Ca ' . - I , . i, 1 W � k(,� : \ �\, ` ;f !i \` \, / f �. li r 1� ; _ : � } , �i_�-3 _`-_` . li i, 1 I - i- I I I 0 (- x'^ . _ I ---- __ _ - - -- ! --.- ---. _, !: r ' I Y li__-.-- --- - -_ 1 _ _._,_t_.. , .--- - - - _. -- - - --..- - ---- - C :� f-- w Q `\ --. ` _.___ I f i STA. 1 +57.99 , } #? } I I � }; PROPOSED WATERLINE , , i� ; ; z �- C>, t ETA. 04-24.51 }; I I I i I � - i w10, I w INSTALL COMMERCIAL SERVICE TAPSl� i. 1 .f 1 1 ; { p _ a 111 _. - _ _... _ -- - INSTALL 8"Xs TEE �`� ,r j 'C' SEE C6.5 { r_ -__ __- a _j ,< ' •- WITH WATER METERS, SIZES TO BE 1 ST 0+16 02 }t 1 w � w ii I 1.I,1 I t I I I `i �W,Q I 26 LF 6 PVC SERVICE LINE DETERMINED BY OWNED. INSTALL 6 - t. ; } w I # ! J '`� °° ~ �' i 2 COMMERCIAL WATER SERVICES WITH WATER ,' �. !:___"-.-__-r__.___ CROSS 8 PVC "SANITARY SEINER , , --- ----- �- __ FIRE WATER SERVICE. 11 j - t . - I i,, } I METERS, SIZES TO BE DETERMINED BY OWNER. SEE ` a 99, , LINE. MAINTAIN MIN. 1 SEPARATION. ' I I I I FL 2 23 SITE PLAN.: \� ;' . I k h �� { , I CENTER 20. JOINT OF BOTH k 1 - FIR1.E WATER SERVICE. SEE SITE PLAN. w • �_ ._ _ __�_- w , -_--.. _. -._ _ i ____-. r i , HORIZ. SCALE: 1 = 20 t I ' i' , WATERLINE AND SEWER UNE PIPE AT HORIZ. SCALE: 1 = `20 WL FL 303.72 } VERT. SCALE: 1 = 2 i �; / ;� 1!__--"__ �-._____ _ _�.2, VERT. SCALE: 1 = 2 I t : I CROSSING. I \ \ \j! X /` / .,"` r , I� � { - } . t ---- ----_- SS FL = 303.77 . \ ,. \ . I 1 - . _ --- ---_-. _. _ ._ _ WL FL = 3 .64 ' 1 i" I , ' } I 1 } 07 STA. 0+18.38 '= ' " �,,/� t i tt CROSS 8 PVC SANITARY SEWER LINE. _ I r 1 , ? t t t _____.__ i ._ 1 ___"" k. STA. 0+31.36V_ - , I M I 1 I i �_ I - _ • -_-� 1 . �- �'+� 1 I ' I , �1 AINTA N MIN. 1 SEPARATION: CENTER, . } w ;' � 1--� •;-r\ A � -------•---. - { � , CROSS 6 PVC SANITARY SEWER +1 , , _ _-_ - -_ - - I I. 1 i ; 1 } I I 1 I N. r 20 JOINT OF 80TH WATERLINE ANDS_ --- __ I I� \V '. ^ I _ .I - - - { I; 1 {' 3 I I I i' ` - . _ ._ . _ . ... -_ _ _ _ _ � _, �_ ,,_.__--___ _ - - - - -- - _ 1 , - _ -�- - - _ z _ } �_ - --_ - j �f ! i I I SEWER LINE PIPE AT CROSSING. \ i ! i SERVICE LINE. MAINTAIN MIN. 1' 1 +.'; +: _ II 1 '' i , t _----_ _-- + _ ,.__...._"____. _:____..-.____"..._-__ i , SEP i a; • /' I STA. 0+00.00 - 5TA. 4+28.77 WATERLINE ,"C 1 1I STA. 0+64.59 - 4.00' RIGHT i CCiJ SS FL = 301.98 __ --�= --- _- -_ . _ ARATION �- ,-- - -•--1 - -, -- . ---I-- ---____ =: , if + ! 1 ---_ WL FL = 3031..72 SS FL = 301.84 - I -- i -1 - ».rk --; I; /, ` /r [t I i `- BEGIN 8 P1/C WATERLINE E . CONNECT TO ! } _.-_ _ _._ INSTALL STANDARD CITY OF i I _ / I ! a -- " 1; r I 1 r^ . , 1 , ,i 1 i I I, ,, { ! i WL FL = 30I } i i;, _ -?` r i; / r - � w \\ I �`, i i ; 8 BRANCH LEG OF TEE ON WATERLINE 'A'. } 1 � I 11__ 1 _COLLEGE STATION FIRE HYDRANT-_--__, --._:_ i_ _"---�___.-__i___._.._,, L-, I. z -_ -.y._- -_ "--- - -- rr,Y '� �- « i o-r o _ :J 1~ '� ,f % �•. - .�= - - - , - - t�0©- _ - = - -- 4 Y= ( i !. + I R N I } I > ; , WITH ALL NECESSARY i '�>� �� , ` + I i - ' ! , 1 , I . BEG N 42 LF ESTRAi ED JO NTs. �; I , i' ,' �_ t ` � I l I ____.- P ( 1 r�rk % l ' ! { 1 %r 11 ;i Ii Ir ii f �' _ # - _ L- - - FL = 310.08 1 i�! --.. + PURTENCES 1 !, . I ,� ` I'll� � . ''Yti ., J, n , I \ 11 1 i I 1 1 i i .I { tt 1; t __ ! e. ._..I ' 1 • 4 I A - i I ,` � I -� ._ .. - - .._-.._ _ _ �. r , 'tea 1 =/ ; (,'-4%�_.= r I . 1 _,71`4,fY _ ,,f' ` L { t , 4 ,, j { ( , i: I 2 �' �: - - - - - _ - _ - - 't1', ` *- i c:. '�:- __ _ _. Dom_ I it L_ _.�_ _.. I. I i { i ij t, , _ v ¢ t 1 ii I \; y�l 1 1 4 i t 1 I 1 ``-:__ . \ 1 d� f { . \ I / , \, ;- - -- - - _. "_ _ - -- -- - - •- - - , { i i1 i ` _ STA. 0+67.59 1 d' STA. 0+66.72 I . f wV - - ' . , " , ' }' INSTALL 8-X6- D.I., M.J. REDUCER .., M.J. BEND, I,, , INSTALL 8 45 D I a ND -}- I =._:�, BEGIN 92 LF ' ; + , , _. ,r J-f / HORIZONTALLY RIGHT ► . 1 i�.r ___-.____ _.__ - INSTALL 2 - $" 45' D.L, M.J. BE r O ^` 1 I I ! Y ;; RESTRAINED JOINTS. y �`� I--- _ ,F - _ Fl� _299.23 __ �.. - _ -� { li FL = 307.64 j i 1 r---- _ I , y- I i I I i i I I I ;i . ,; _ __ ..�' tt i � STA. 0+00.00 - STA. 4+51.51 WATERLINE B ; � i kl...' 1 c • I `� Y ! _.f7 i!. � _ _ __ .- _ - _ - _ __ _ _ - I r--i -- 1. I o I w • . w I - '1 I , 'k ( ',1-- ---- /i /// _ f - - -- -� • __ -4 -- - __1__!___ �i 11 I 1 I { xf v BEGIN 8 C WATERLINE - I _ �' .- :: I I , ---"- -- . 1, - -- _ r ! I I . I i 1 I N . " � , PVC TERLI E E . CONNECT TO 8 ; 1 ! s - I. n , ,r r b I I I' I I :ti. : ' 1 } 1 _ I ,�, BRANCH LEG OF TEE 0 WA R E B N � 1 I , 1: - .� - / k:. __ r-.® . __4, . . '. ._ ,.,,.,._ ,.._. _ ti � f N TE UN . I STALL I - _.� __ -- / _ 1 ti> N ' I i PHASE 2 8 45 D.I. M.J. BEND HORIZONTALLY RIGHT. ' - i ; t . --- - , ' �;: _ ,1 ; �._ - _-- #;` - ,' i ,11 ' ! _ _ _ _ - - STA. 1 +43.18 I I I i _ - t { I j t' W -_ , ": I i i ' w 'r' . I i t ' f ! �' - i ` ' ' ; w �. yq�odw.wryy 'yq1 t- ._ _ .-fir _ .... ' { i i 3 _), ROTATE 45 VERTICALLY DOWN. INSTALL 8 GATE 6-- - -1, - - i 1 _. I ,: ; <. .___ _ _=� ; __�._. , _ ... _ -__ :._._� "- CROSS PROPOSED 36 RCP STORM 1 _ I 1 ., T O t W i I y LF RESTRAINED JOINTS. I _ I }. LLi VALVE. BEGIN 42 i I _ I I SEWER UNE 'MAINTAIN MIN. 1 w a t _ _.____.___._: _..__.._�_______ ___.:_ �_. ___--------___. __ -•---.-�.'?''''% ` 00 E'"� S FL 306.12 a II } ! SEPARATION. } - �.X Y Y . . 5 I 1 { 1. t I -1! K • • 1 1 ; I . - ; t _ } ' ST FL 301.38 V= { , + I - 0 0 Z , PH E 3 .� . _ 9 23 , ' - � - -. { ! S O O O I r- I WATERLINE H a PROPOSED 8" PVC, AWWA l - -- - p O f PROPOSED WATERLINE �:,i ' _ I p E-� I C 909, CLASS 200 ,; -�- B -SEE C6.2 I WATERLINE f ----_- O .'� {,t`� I - i i I ! } , t I . i { ; I FIRE WATER SERVICE W W i I i t, ; t 1 `, { I i. I 1 I I`. t i 1 s, - �:. - ; ; ;. I t I i i ':� ?I± ' ! ' ! i ' I 11 _ SEE SITE PLAN.._-__...__-.....__----- i ; 1 ,1 I 2 O 1 . I. I „ j i w! I I1 1 , tl i• 7 t i ! tl 5.' I i 1' _--_---_.-__.".____.-_.--.._-_..-__..-.-_.----.-"__- _-_---- _-..-_.._..._ --,---.--__" ___`_-- _ )) r V i i ( t. i i I I : I i, 1 � i _ -_ _01 W , 11 1 i t t I _T 1 - ii 1 t 1- { t" _ , t{ i y_ I j ! i I i I i ! I i i i , �,„,- ' 1 „ I I I Ir!n i I� I �. .�\\ 1� 1 t r i 7:: I I I. i f`�' tl t l��ti..Li. a-�_'-`_-•_ 1>, " 1 1y 'l q33q W I .. i 1 i• -j O fY , i "_____ _.. --.- _.-_ --- _-.----_-- _ _-__.:__ _-._-_-. -_ _- _ __- ..___-----. _ ___ _.._ __ _.__________,____--_-_.____ -__ ____ _--- - __-----.. _ _ -."_. _ ____.- _-..____ __._ __._...- , • 1 _ -_ _. - s w W Z F- O 316 -- _ Q Q - _- __----.--_----__--__--_ -- ----- .------------_.-----.-.--_------ --------.----------_---- " -----------_ - -- - _ _ _ _ _ 316 , o _ m coZ p m �WQz � I z r`-a i 1 . W o� _ . U Z i .. w ! I E--d Z . w W W O ; 1 � U Z I ; 3 Z w i W , Ix wm>-- - CilC>�N p� i I Q Z� i Q I . , Q . J o i a 3 W t Z -� O , Q z z Q �n o N 9 - ; ? 320 , ^ U Q----______- ---- z ___-.�-_ o ____ _ ____----:__.-.______ _-_�__-_-----__-______ __.__ _.__ ._ 320 - .-.---- 3 0 =, z --- • r- ___ Q U - - -- - - - - - - - -__ -t---- --- - - ------ - 4----- --- - -----_ - ----- -- - -. •-- - _I- •- _.._ ,"' - _� . 3 W I W , - I - ---- - - -- - -"- --- rIt _ o a Q -- - - -- - g -- - - - - .- U p Z �- O Mp w 3� _ ca Z I c6 i Z O m 1 Z t .. -... _ to N Z_ _ }M Z to < t GZ I M - I , N p �� ► �n -`''3oO o m� a (n. 00WQoN I � Q11. -� I c�i STA. 0+64.59 N 4.00 RIGHT I ♦ W F- t� C{r w + w = o + Q U m a- rn N N� o N w z . N I ' ? o+ W M INSTALL STANDARD CITY OF ! �� "''p•ti,:.l •� 0 ti r � o U � M Z wo a'- "� o ; cnc �- ^ O M of i # . ___ �_- _____..__�.__ d --- - ._ -' ,_' t1 ___ COLLEGE STATION FIRE HYDRANT - --- ^-- -__ __.___. _______ * , _ oo m _ _ ._ d -' d cn _,_ �' M o m M a� • o °i I _ --_ .__ ___ ---. Wo o _d o ALL NECESSARY ,..........n....K,....i._i _ _ i r ` WITH ---- - w 312 IL W w v~i z 3 __--_-_._f-- _..+ _ _ JJ w a. to w li. APPURTENCES I f- m c� , - �+ too z rz- -� fl ii o EXISTING! J v M 10 W 9 o M -- ---- --_ - ---- _ _ _- - - -- -r 312 I 11 3 p w zn o z J B. J. KLIf G F II II A 3 u- - F o w _j �lo- Z N GROUND:' .� � � a ; ± cn t I o c� � FL - 307.64 . ►� ra 24T�'w }� > C3J 3 ILO Z`" U N(�N3 M . ! WW J I I O = NQ� M ; • ' 1.,ti;." o = o `- m o 1 �(o M� _- _ _..__ _ _.__ _._ _._ _. _ _ ..- Q EXISTING GROUND 316 Z. --------________ _ _ -_� .--------___-_ - 1 ----- __-- ___ Y ___._-----------__.__.___ ____ _ 316 1 0 II ____ -- . ___ ___ _.________ _"__..- -____. _.- ___ . __. ___1_ ._ .._ -__ _ ._ ______ _. o+ Z in "� ''`� d o a%f��f��j`� - --- --- r-_-PR©POSEQ" !_ -i - j °° W II z> ` �, .,. c� `� Fa- � a `inn w ( c ,- GRADE ; ! ! v~i m co m { m m co W 5 12 t Z i +1 I O 0 t Z Z O 1 I I O O { 1 ' . . �-' N I E ___ __ _ Yam_______#_ __:_____. _-____-..-__ --_-- __ _ _ _-_ _ - __ _.___ _ ___ .._--_-_-- --1 ----. � _ _____---____ _ ' ___ _______._ __ __ Q Q 1 I-�---_._ o ^ I -`- I w -#--•----i----._-----__ _-_ ---_ - _--_ _-_- --_--� O 308 - -- _- -------------.------------ I----- -- ---- __----- -- -- -- _ C6 : -_ -- 308 I _.-_ __.__ ---_-_ ___. tD N Z MO ____ _ _. _..------ ----._ ___.._.._____.-________-_______-.__ I i I Q 1 ��M t I yI I I { LIJ w Z o Zt~- II j I f r I wOwO - ....I Z --� Z ' m ri { ; i PROPOSED GRADE 1 z o o . i O ' 1 U ►- U r-- . ; 1 I : 312 -- � , � _._: ._.__ � _ w:� _ -, --- i - - 312 � � w U. W __-_,.__:--:-_ ___- -----_-•------___. .-- _ ----- __-_ -_ �_-_. -rt-- _------j----------- 4-" + - -� I _ _ ___-- _---- - - I ( ? �O�om ME I o i ! I f � w�o�oz { I 1 I ; c� c� I 1 I i I ! k wWww! . I i _- .____-___ __.- - -- _______� _.__-_' __ _____1_----_-_--________. -____�._-___-_____ - - 1 0. w 304 ----1 ------ - _ _ ---.-_ . _ _ -+----.--.--------____- -- - __-__ _."_ --- _4 304 , I� � �I o 0 3 Z t ) 1 j U- 1.1' SEPARATION / I ! ! ! PROPOSED 6" FIRE LINE �i l ►u I TF_ '/ 1.4 SEPARATION j I 1 -- _ ( 0 cn Ir In Q I 1 STA. 1 +57.99 1 t . I I ---- f - v 1 } I ` e_...._._.-._,-__._._-...___.-._--._...---.-_-----.---,-.---.-_-.- _____-_.__+-_---'-----._-_-:---------_._.--------_..-_-_-_.."-" -___-.----a_' --._._ _-_ __-..__.. __.-.___- _r__._...-.__. _._.-._._'__.-.----^__-- ._---__ 1--•..--_--'.____-._._._•_.._.'-_..__-v.. .- ... - 308 ----- { 308 - _ _ 1 i _ - _ - - - - _ _ N N ___ - _ _ ___ . _- ____w_(.-__.___- . __. __: -_ -_ _ - _ _. ____- _-- -__ - - _ __.."._ _ ----_._._._. _ _..; ___ _"-_ _. __. _ ___ _ - __ _ _ .. -_ _ - _,__ _ _ _._ __..r._ _ INSTALL -COMMERCIAL -SERVICE -TAPS ----- - .------_. J I I Q S�'A• 0f31 36 1 t E N N I w WITH WATER METERS, SIZES TO BE ► I o i C OSS 6 PVC SANITARY SEWER , w , SERVICE LINE MAINTAIN MIN. 1' ! DETERMINED BY OWNED. INSTALL 6 . ��jF't t , , �'�� . ' SCALE: 1_ SEPARATION. FIRE WATER SERVICE. I I w . STA. 0+16.02 WATERLINE H\�{ �� 20' a S5 FL 301.84 i FL 299.23 I _ �_�"� CROSS 8 PVC SANITARY .SEWER PROPOSED 8 PVC AWWA C®� DRA1h'N BY: JNP 300------------__. t______-_ _____-__________-_WL-FL_.=_303J2_---_---___-_---_..__---.----_-._-________ ____--______i____ __-________-_--_----_- __t-----___-__ ____-__-______-__.� 300 LINE.: MAINTAIN MIN. 1 SEPARATION.. C-909, CLASS 200 0 1200�- �_-~' APPROVED BY:. -AAP ' 1 CENTER 20 JOINT OF BOTH WATERLINE JUN GATE: 12/20/04 I I ! I STIR -non • WATERLINE AND SEWER LINE PIPE AT �"" : , Cp�„LE FILE: . STA. 1 +11.21 ,L. SS FL 'CROSSING.30377 1 I ��Ii��EFi�`�' , . + INSTALL 8 45' D.I.. M.J. BEND, i i . SEPARATIONJ 1 WATERLINE G WL FL = 307.64 _-.- .----.-__--__-_-___.-_-_- � ____- ---_-�_________----_-. I i VERTICALLY UP. I PROPOSED 8" PVC AWWA 304 -- -�_� _� _ _ -- - - -- ------ 304 .------__._-_.---____-- . _ ________._ ___-_____-_________- 4__-___"� _.__ __ I I 1=L = 299.23 ► i C-909, CLASS 200 j . SHEET 1 I WATERLINE i I ; ; I. I i I I i I I 'C ^ * Iff I 1 ; I1.. , o o p 0 0 •OF 8 . II 0+ + O ± cq • " • � � . I � . I - .1 . I . � . . I . I I . I I I I I . . I -1. . . 1, , . - , I � . . I � � I 1, � � .. � I . I . . I � I I I � I I I . . ., I 11 � I . . i . . - _ . . .. . _. - . ._ - - - . - __ - 1. __ -.. _- + f v. _ F A.. U C O_ O .-r M O O (U co ' 3 tA in O. L U tv U T a N L .. .. _ x �.._ A U Q v v (V LO 0 0 0i 1T CA 3 vi ._1 a F- LJ A LLJ E w to 1 Q LJ a 3 LD Z W W L.J .Z Z W C 0 . -tn .Q lL U CL L N N 1 N •F, .3 C / O) 3 a O 0 J 0) C L Cl N 0 U. _C J I L � A f 0 L n, C (U Q' Ln 4-' U W 0 L L d J / BELL O.D. j CONCRETE CROSS CROSS CONCRETE PIPE PLUG CONCRETE 4 CROSS CONCRETE CONCRETE //AV mvmvn-- ELL EL CONCRETE CONCRETE PIPE PLUG FO FSET PIPE PLUG CONCRETE YPIPE PLUG CROSS I CONCRETE CONCRETE I TEE TEE WYE 1 USE 2000# CONCRETE i THRUST BLOCK FOR WATER MAIN NOT TO SCALE NOTES: _ 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL STREET CROSSINGS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND OR STABILIZED SUBGRADE AS DIRECTED (95% MODIFIED ASTM D1557). 3, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 4. MARK EACH SERVICE END WITH METAL 'T' POST PAINTED BLUE. 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5, ALL CONNECTIONS TO BE COMPRESSION TYPE (FLARE FITTINGS ARE ACCEPTABLE). WATER SERVICE SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET AREAS. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM, LIQUID LIMIT..................................................45 MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING .NO. 200 SIEVE................35 MINIMUM PERCENT PASSING 34" SIEVE ........................100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1-)4 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 2MIN. 4' PVC SLEEVE FORD BALL VALVE - PAD (AS SPECIFIED IN PLANS) WING NO B11-333W OR JO-190OW W/PLUG 4' MIN. ROCKWELL (SMITH BLAIR) DOUBLE STRAP SERVICE SADDLE NO, 313 OR BAKER SERIES NO. 193-D ORD STOP NO. H-1500 OR HAYES NO. 5200 + 9 TYPE K COPPER TUBING (SINGLE SERVICE) WATER LINE (SIZE AS SPECIFIED IN PLANS) (SEE NOTE 1) WATER CROSSING NOTE, ALL SERVICE WYES B EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION 2" GALV. ELL 2" x 6" GALV. NIPPLE �- REMOVE AND DISCARD 'I AFTER USE BROOKS UNDERGROUND ENCLOSURE (FOR 2' PIPE) I I�2" SCH. 40 GALV. PIPE MODEL 1220 OR APPROVED EQUAL AFTER BLOW -OFF INSTALL 2" MALE QUICK EXIST. GRADE CONNECTION & CAP 2' BRASS BALL VALVE 2" BRASS THREAD PIPE LINE SIZE X 2" MJ TAP PLUG WATER MAIN 2" BRASS ELLFA CONCRETE BLOCKING .•'.. (SEE THRUST BLOCKING DETAIL) 2" X 6" BRASS NIPPLE 2' BLOWOF'F VALVE --FORD NO C84-44 i' TYPE 'K' COPPER TUBING VALVE BOX. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-2490, OR EQUAL) 2" SQUARE AWWA NUT EXTENSION. TERMINATE 6" FROM TOP OF BOX. NOT TO SCALE STD. GATE VALVE MECHANICAL JOINTS WITH SET SCREW RETAINER GLANDS GATE VALVE AND BOX Box Complete Extension, Top Section• , w/Lid Bottom Pieces Item In Inches wt. Length wt. Length wt. Per Pkg. NOT TO SCALE 461-S 19-22 60 10 35 15 25 462-S 27-32 70 10 35 24 35 562-S 27-37 80 16 45 24 35 20 O O� 563-S 33-43 85 16 45 30 40 20 564-S 39-50 90 16 45 36 45 20 662-S 36-52 105 26 65 30 40 20 OO 664-S 39-60 110 26 65 36 45 20 666-S 51-71 135 26 65 00 48 70 20 7-5/16 668-S 62-82 145 26 m65 "60 80 20 7-1 4 Tyler oy ship loose pieces if May be furnished in two pieces screwed packaging delays your order together to make the length required 2" LIDS ARE MARKED 2" 5-3 4 "WATER` OR "GAS" 1 /4» 5-1 1" Unless specified otherwise, 7" "Water" will be shipped 1- 5-1/4 LOCK LID 5-1/4 DROP LID wt. "• Varioble Skirt Depths 18 Skirt Wt. � 1/2 t3 .5-3/4 of 2 1s 1/45-1 I o 5-3/4 5-1 " 1/4" e -7-5/8- 1- 7-3/8-1Lj 1- v 6-3 8" am 2-3 8" `v N 2" > 7" J _ 2- r7 > EXTENSD 59 6-3 NS Height Item Increase wt. 60 EXTENSION 7-3 16 59 18 30 Height Item Increase wt. 60 24 35 These extensions also fit Series Accommodates 4" Through 12" Valves 6860 three-piece valve boxes 5-1/4 Inch Shafts, Screw -Type 6850 Series CAST IRON VALVE BOX NOT TO SCALE NOT TO SCALE MAIN LINE NOT TO SCALE W O F_ 00 Z N n• SANITARY SEWER LINE NOTES tJJ - z ,� •o co LU LU .o .o 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN Z LLI Q QUO -I CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS - �> U) 111 'Q o0 00 LATEST REVISION, TO INCLUDE ALL NECESSARY THRUST BLOCKING AND TESTING. Q V I-- x Z � >< 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26. ASTM D2241 or ASTM D3034 AS CALLED LU H V) Z o 0 OUT ON PLANS. p o d -i 3. SANITARY SEWER UNES SHALL BE TESTED FOR EXFILTRATION AND TV INSPECTED PRIOR TO Z Z ACCEPTANCE. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM J Q m ~LL METHOD. 4. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED AREAS AND 9" ABOVE FINISHED GRADES IN GRASSED AREAS 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 6. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE ' MANHOLE_ CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART {� r 1926, SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). v 8. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC PIPE. CAP AND MARK END SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 9. TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. 10. ALL STATIONING IS CENTER LINE STATIONING UNLESS. OTHERWISE NOTED VIA STATION LABEL, 11. A TWO-WAY CLEANOUT SHALL BE REQUIRED WITHIN FIVE FEET OF THE BUILDING WHERE THE SANITARY SEWER EXITS THE BUILDING, AND AT A MIN. OF 8OFT INTERVALS FROM THE BUILDING TO THE MAIN AND AT ALL CHANGES IN DIRECTION. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KUNG ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. 13. SANITARY SEWER CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TO B/CS UNIFIED TECHNICAL SPECIFICATIONS. CJ� WATER LINE NOTES W THE WATER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN 1' CONFORMANCE WITH THE TECHNICAL SPECIFICATIONS CONTAINED IN THE B/CS UNIFIED w w WHATER AND SEWER SPECIFICATIONS, LATEST REVISION, TO INCLUDE ALL NECESSARY V [•� THRUST BLOCKING AND TESTING. 2. ALL PVC WATER LINES SHALL BE AWWA C-909, DR-14, CLASS 200 Z z ALL DUCTILE IRON WATER LINES SHALL BE AWWA C-150, CLASS 350 3. ALL WATER LINES SHALL HAVE A MINIMUM BURY OF 4 FT. O 4. MAXIMUM DEFLECTION ANGLES FOR 8" & 12' AWWA C-900, DR-14, CLASS 200. ARE 3' AND 2.1', RESPECTIVELY, PER SEGMENT OF PIPE. DEFLECTION ANGLE IS TO BE ACHIEVED THROUGH OUT THE SEGMENT OF PIPE AND NOT AT THE JOINT. `` �„• �. 5. CONTRACTOR SHALL TEMPORARILY PLUG THE NEWLY CONSTRUCTED WATERLINE AT THE END OF EACH WORKING DAY UNTIL CONSTRUCTION IS COMPLETE TO AVOID CONTAMINATION. W 6. TRENCH BACKFILL SHALL BE CEMENT STABIUZED SAND COMPACTED TO 98% STANDARD V (ASTM 0-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO W.W 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY W�.,� 24' OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6' LIFTS. ✓ 10-4 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, 'z O SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). 8. HYDROSTATIC TESTING SHALL BE CONDUCTED ON ALL WATER LINES IN CONFORMANCE WITH THE CURRENT B/CS UNIFIED TECHNICAL SPECIFICATIONS. ALL WATER LINES MUST BE DISINFECTED IN ACCORDANCE WITH B/CS UNIFIED TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL BEAR ANY EXPENSE INCURRED BY TESTING/RE-TESTING AND DISINFECTING. 9. ALL VALVE BOXES ARE TO BE FLUSH WITH FINISHED GRADES. 0 10. PLUG AND MARK ENDS AT SURFACE WITH 4" PVC PIPE PAINTED BLUE EXTENDING 4' ABOVEGROUND. 11. N/A 12. WATERLINES SHALL BE INSTALLED NO CLOSER THAN 9 FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. WHERE 9 FOOT SEPARATION CANNOT BE ACHIEVED THE FOLLOWING SHALL APPLY. 13. WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER LINE, THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER LINE, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER LINE. 14• WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERUNE OF THE WASTEWATER LINE. THE POTABLE WATERLINE SHALL BE AT _' t OF t1 LEAST SIX INCHES ABOVE THE SHOULD BE CENTERED BETWEEN WASTEWATER E�JOINTS LIOF HEEW WASTEWATER LINE. THE WASTEWATER y��.�' .• 'Fs��, PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER LINE • •, + �� SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE.�.:......................::*../ SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. / B.J. KUNG /................................ 15. WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND 24705 SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND { i MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD. OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN l+`'► �.» COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION. 16. WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, HE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND HE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FOOT INTERVALS WITH SPACERS OR BE FILLED TO HE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALO 17. LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE y FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF CONSTRUCTION. (vil 18. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION (j o LABEL. l$u 19, ALL VALVES TO BE FURNISHED AND INSTALLED WITH VALVE BOX AND COVER. M1ai-: ;M3,:INS M 'Pk:''::` SAN,) 1R�M a� ..I:,4L.o s roe A10. AN7 cM1 rc r- S r., COo. R. n,., IRON/ ' ".Si - SCR'fiK Uq"V 4' =C^t `T^ 1'}%0 Of rAtR RF,EASE. VAi.VE W/ 5. HCS.. O_AM�' --J M1 ODf 4 I LW60 Al S, AS S�f;WN IN i VA:N t iN.F I APPV, SAi 7';1 c AR Qt.l CAS« VA. VI S. SII= 0, IMF : P`T VA.W5 MAY R� MOP-11E0 8" A'" WJDL� `J hk� E `CIN' N i WIT-y0X POI Y ROX Fj tf AT C•R A,''1rR0Vm «Ex;a L' X'Af'R X 3' X 3' C M1 k' so: T-4RC A-) ! - CO%V'R2 SS"CN I I 11N(; - AV: r GAT'_ VALV_ `,. `!'C K COIPPt 2 JErNG �I `\� COfiu 'n1^JM1 SIM. vi L WATER AIR RELIEF -VALVE NOT TO SCALE V) w O Z O W 0 0 a u•> W O O � M SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/ 14 f 04 FILE: SHEET OF .3 r A U C CD 0 0� M In 0 CD N �D N 3 N J a t-- L,J A Of W 3 W CIO W F- Q 3 LD Z W W Z' LD Z W / c O -2 a s? W u CL O I N i-' 3 CL CD 3 Q 0 0 J c L a 1 0 u c J 1 L A to ar E / (tJ tA 4-' u n) 0 L L J STD. CAST IRON MANHOLE COVER AND FRAME (24" DIA.) OR EQUAL NOT TO SCALE VULCAN FOUNDARY V-2342 WATERTIGHT M.H. RING & COVER OR VULCAN FOUNDARY V-1342 REGULAR RING & COVER (CITY OF BRYAN) OR EQUAL APPROVED BY ENGINEER SEE NOTE 1. SEE NOTE 1. e CLASS "A" CONC. PRECAST REINFORCED 6" 3000 PSI IN 28 DAYS CONC. MANHOLE SECT. ;� BACKFILL AROUND ASTM DES. C-478 2'-6 M.H. SHALL BE 2'-O" COMPACTED TO 85% AS PER ASTM O-RING 4,-0" VARIES 4,_O" D 1557 VARIES 6" PLUG 9 3/4 of THE 6 MIN �{ 3/4 OF THE DIA OF THE PLUG I " DIA OF THE 9" PIPE 1r� PIPE MI. 2'-0" MIr( 9" 3" DEPTH THICK. #4 BARS, 12" O.C.E.W. #4 BARS, 12" O.C.E.W. 12'& UP 12" PRECAST MONOLITHIC NOTE 1. NOTE 2. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN SHALL BE USED AT EACH M. H. IN NEW OR RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR EXISTING STREETS TO ADJUST HEIGHT. CORBEL/CONE SECTION. STANDARD SANITARY SEINER MANHOLE NOT TO SCALE 0.1' DIFF. OR AS SHOWN ON Ply_ __� "-� EXPLANATION OF DROP IN MANHOLES: THE __ "OUT" & "IN" FLOWLINE FOR THESE PLANS IS -it TAKEN TO MEAN THE FLOWLINE OF THE PIPE IF EXTEND TO THE MANHOLE CENTERLINE, NOT THE FLOWLINE AT THE MANHOLE WALLS. EXPLANATION OF DROP IN MANHOLE NOT TO SCALE 6'X2'-O'X2'-0" SIAB 6' CLEANOUT STACK DIP OR PVC FOR ROCK, CONCRETE CUSHIONED REQUIRED (� NOT LESS THAN 2" 45' WYE NOT LESS THAN 3' TO BELL • • • • •. OF CURVE 4' SERVI NE .. . � 3' W.N. r ELEVATION STANDARD CLEANOUT SF'CTION A 0 -bI NOT TO SCALE STANDARD CASTING 6' STOPPER UNDISTURBED EARTH OR COMPACTED BEDDING MATERIAL NOTE: EXCAVATION, BACKFILL, CONCRETE, TEE. WYE AND STOPPER WILL NOT BE PAID FOR AS SEPERATE PAY ITEMS. BUT ALL ARE A PART OF 'DEEP CUT CONNECTION'. NO DEDUCTION WILL BE MADE IN FINAL MEASUREMENT FOR LENGTH OF SEWER LINE FOR 'DEEP CUT CONNECTION' SECTION A --A' DEEP CUT CONNECTION NOT TO SCALE 4' FROM TOP OF CONCRETE PVC 2- FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. 2. 4, 1-1/4 ANCHOR BOLT 42" LONG WITH 4" a •' PROJECTION FROM CONCRETE. 3. ANCHOR BOLT: 6' THREAD, '-� TOP 2" TO BE GALVANIZED • ANCHOR BOLT 4. ANCHOR BOLT TO BE A - 3` MIN. � 326, WITH 2 NUTS AND 2 . _CLEARANCE SQUARE WASHERS REB�AgR IL5. (6) #8 VERTICAL REBAR. 6. ALL CONCRETE TO BE ' 3,000 PSI GRADE. 3' 7. OWNER TO PROVIDE s'--� MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE BASE -- 181 NOT TO SCALE 4' FROM TOP OF CONCRETE �• PVC 2" FROM GRADE LEVEL 1. 1�3 SPIRAL, 4" PITCH. 2. 4, 1-1/4" ANCHOR BOLT 42" LONG WITH 4" iY PROJECTION FROM CONCRETE. v 3. ANCHOR BOLT: 6" THREAD, N TOP 2" TO BE GALVANIZED 3/4' i z •` ANCHOR BOLT 4. ANCHOR BOLT TO BE A s' MIN. 326,. WITH 2 NUTS AND 2 A CLEARANCE IZ U SQUARE WASHERS RED �• N 5. (6) #8 VERTICAL REBAR. 6. ALL CONCRETE TO BE ' 3,000 PSI GRADE. 3' �--24 7. OWNER TO PROVIDE MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE BASE -- 301 NOT TO SCALE THICKENED PAVEMEN APPROACH 6" THICK REINF. 12" EXISTING PVMT CONCRETE PAVEMENT HMAC PVMT CLS p 14 BARS 18" O.C,B.W. /� '"" ' BASE STABILIZED 3" CLEAR. �/� \ \ SUBGRADE COMPACTED SUBGRADE 18' 18"- (98� STD) CONCRETE PAVEMENT JUNCTION AT EXISTING HMAC PAVEMENT 0 12" FF-T77-�-FFTT y PIPE O.D. vA E PIPE O.D. �2 LL---114J1 LLL11-i�1LL11 SLOPED CONCRETE END TREATMENT NOT TO SCALE #3 BARS ® 9" OCBW _ 2" CLEAR (MIN) w- % PIPE 0. i f 18 \/ I 1 7\/ /' EXISTING GRADE NOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH GROUND SURFACE MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOUNDATION; WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF -� CLASS 1 OR it MATERIAL AS DEFINED IN ASTM D2321, / "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC Y OQ PIPE FOR SEWERS AND OTHER GRAVITY -FLOW i \ APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT UNDISTURBED m THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM EARTH \ -I w MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. Q m 4. BEDDING SUITABLE MATERIAL SHALL BE CLASS 1; II OR III ^ w z p AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST L` EDITION. O UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM O �j Z BEDDING THICKNESS SHALL BE 4" (100MM) FOR 4"-24" � LL- U 1 O ADS PIPE �I = z (100-600MM) AND 42"-48" (1050-1200MM) CORRUGATED Q o 0- 1 I U J Z POLYETHYLENE PIPE (CPEP); 6" (150MM) FOR 30"-36" m Ln 0 5. (750-900MM) CPEP. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL Q `C _ BE CLASS I, If OR III AND INSTALLED AS REQUIRED IN ASTM 04 > 0- 02321, LATEST EDITION. z T Co 6. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM QTRENCH p�? WIDTHS SHALL BE AS FOLLOWS: NOMINA 0 MIN RECOMMENDED BEDDING MATERIAL - IN. MM TRENCH WIDTH. IN (MM) 4 (100) 21 (530) FOUNDATION 6 (150) 25 (s 0) 10 (250) 28 (710) 12 (300) 31 (790) MIN. TRENCH WIDTH 15 (375) 34 (860) 18 (450) 39 (990) 24 (600) 48 (1220) 30 (750) 66 (1680) BEDDING, MUNCHING & INITIAL BACKFILL: 36 (900) 78 (1980) 42 (1050) 83 (2110) A. PROVIDE GEOMEMBRANE FILTER FABRIC BETWEEN WALLS AND 48 (1200) 89 (2260) BOTTOM OF TRENCH AND EMBEDMENT/ INITIAL BACKFILL 60 (1500) 102 (2590) MATERIALS SHOULD FINES EXIST IN WET CONDITIONS. 7. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED B. MINIMUM COMPACTED DENSITY: 95% MODIFIED PROCTOR (ASTM IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL D-1557) DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. C. IN -PLACE DENSITY TESTS TO BE CONDUCTED 1 PER 200 LF SURFACE LIVE MINIMUM RECOMMENDED OF 6" COMPACTED DEPTH FOR BEDDING, HAUNCHING & INITIAL LOADING CONDITION COVER IN. (MM) BACKFILL LAYERS & 1 PER 200 LF OF 24" COMPACTED DEPTH H25 (FLEXIBLE PAVEMENT) 12 (300) FOR FINAL BACKFILL LAYER. H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION. BEDDING AND TRENCH FOR ADS PIPE NOT TO SCALE MATERIALS FOR EMBEDMENT - KEY OA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF UA SELECT MATERIAL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 12" MIN. INCHES IN THE LARGEST DIMENSION. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE B (MANUALLY CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE O.D. 0 MATERIAL AND WHICH, WHEN TESTED BY STANDARD 6 -��_ AT OPTIMUM MOISTURE) LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE O.D. MAXIMUM PLQASTDICITYIINDEX 8 MAXIMUM PERCENT PASSING NO. 200 SIEVE 4" MIN. MINIMUM PERCENT PASSING 3/4" SIEVE ( ) PIPE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, AO.D. SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN ` THE HAND. 8,. MIN./12" MAX. © COMPACTED CRUSHED STONE, FINE GRADATION CRUSHED STONE CONSISTING OF DURABLE PARTICLES AND 45 MEETING THE FOLLOWING REQUIREMENTS: 15 THE TRENCH BOTTOM SHALL BE PASSING 1/2" SIEVE 15 PASSING 3/8" SIEVE 804000% GRADED SO AS TO PROVIDE UNIFORM PASSING NO. 4 SIEVE 15-60% AND CONTINUOUS SUPPORT FOR THE PASSING NO. 10 SIEVE LESS THAN 2% PIPE BARREL BETWEEN BELL HOLES. NOTE: AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND SHORING OR OTHER PROTECTIVE MEASURES, TRENCH WALLS MAY BE SLOPED BACK FROM A POINT 12" (MIN.) AWOE TOP OF PIPE. BEDDING AND TRENCH FOR RCP PIPE NOT TO SCALE #3 BARS -T ,. 6 @ 7.5" O.C. •� ' I o 10" ,o 1 I C D ' 6" - 2' #3 BARS @ 18" O.C. PROVIDE EXPANSION JT. AT FLUME/PAVEMENT INTERSECTION PARKING AREA CONCRETE FLUME NOT TO SCALE #5 BARS 7" O.C. #4 REINFORCING BARS GRATE AS BEND AT 90' INTO WALLS EXTEND MIN. 24" VERT. AT 12" O.C. SPECIFIED FOR AREAS INSIDE OF PVMT: EXTEND 14" O.C. - 24" INTO PAVEMENT TOP AND BOTTOM BARS _1 n I L - + •.I # REINFORCING BARS AT 8 �. �. #4 REINFORCING BARS AT Jl 18" Q.C. S -•) , •I E f #4 REINFORCING BARS AT - j Z >" 13" O.C. 0 1 0 IA + •) • N I �' OUTFALL PIPE O oz + Z 1 v ENTERING PIPE (IF APPLICABLE) . #4 REINFORCING BARS AT #4 REINFORCING BARS AT 18" O.C. 8" O.C. NOTES: VARIES PER PLA 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 2. INLET BOX AT DETENTION POND OUTFAL• USE 9" THICK SIDEWALLS ORATE INLET BOX NOT Tn SCALE C� z 0 N N Q z W O 00 N N W >- n Z ^ O0o Ljj zW > -> o .o co 00 - L7 W R C F- w (7, 0,Z x I.-r- ,- Z Z aWQ Q CO ►- U J le w � E"' Q z� w w Vzz >O 0 `./ ww .. 4 z� a mu �'`P,�E OF7TF�V1 B.J. KLING .................. 'A'... 24705 - ii z 0 I a U 0 N W O FJ J W O O O O ww 00 Q ti) Lf) W O O m 00 SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/14/04 FILE: SHEET c 3 OF 3 t