Loading...
HomeMy WebLinkAboutDrawings �-y fl MILE All E.T .I. LINE L— n K � ., h m o z' n a cf N g iN3 v .\---AS24 ;1s1 ' �' ��JJ � ^ el z 1 'A a o 4 M-- N F-2 1.1M H 1---I _ten IT . w w •� �..�'• ' , l' o8' OW •• V �. �� !� s fl 1Y W O C/ � Q - N o w rom 3 1 . < < M l-1 < al • pw.1* ');>4e. : \ 0. ,EPR222.tPeReeNep2PP X Et 2 �� Z Z F: AI M_ F.5 O . 0 cc 0 U w 1 S 1 cc z 0 cc 0 � / u. i 0 . 0 r 111 z ,'.. � �� .. im w CIn ;;0, . 111114 1111161. I 0 ;i! ommo 4 : ' .i, 3 1g < ; IT4 3 1111111 idli fl. 1/4 g > 4 • 444 iii CC LIJ Q #,,,,* U Z A Z ME Mlirdir Z 0 W U c O J a_ P li gl 4 ' : X11 4 R �� x < 4 • € � � b Blil � F{V � �� VI 1 r 1 0 !if! i 1 J a � N 91: lig; � � igil �y� pie � jp{ � $ I If h � g4 <„ x g 1 di!i I ii1 I i 114 11 P 9eil 1 14X 60 1 g a i i!!111 1 4 IN d i Olig i 4,, i >. ! Illy . < 0 111 :lig 1 li lig i 11 its 41 4 4 i 41 g 1111 / 7 7 7 gl kl li 3 a w !1 i Z ~f J I r Q r ( ' '' �' v "Y'° 1 f_./. J J 1 OO g / \ ) OO S mia CC Z o v ui H Q i m 61:1v-v--/- / / 'Si O %� � . ul M N z o� CC M +1 w �o —� / ( / ck /� '� W lL ,-1' ' \ m Y. O m v8 S' - -� - $ z W vI N Y o ,�, �\ _ �, ._ IC C z O Z ,__,> N W 91%1 o o° / ,� o o m • � � �� z W ° CO m l ^ W o E C!1 O % / )f 1- W yy W ° E E Z M ily < Cf) < le 1— (.0 ., 1 , ,;.,- rx v ° w � x � — �� ,��' � � ;� ;, r U n Y U �._._ ' � / _� � \ N �V ' 1 ir U / ul W m ` oo A \ m 1(."� \I \ \ 7 ~) \_ J m f ' p Z O FT Z \ \ -_.. O t ": - - I a �(j vj J 1� MOM )1 Ra N 1 t -_ n m __ n — _- , - -- _ C2 g z S . �S �, - -- '" m z z �P Rl \ \ w ° ZZ in P �� . X 41 Yr � �' v F I � ' yy � C� � _ y m a co l-----V. 1,9 l j A\ T 1 '' �� 1 ` f 1 �- Q w / / 6 ri ^ �YU .�YQ yy, m m r 0 W /'------1 J i I \ 8 0 \ `-� \ pp� \ ~O VON 115, [)a f. mxa lj. (x� V °' \ SALO' ( ' YU U /d n' Z_ Jm \ m^ , \J � ��\ OO �� OOO 'O i Oo / Y a 7'76? U J m ^ J J {{{ o J / 13 ( N / 9m " I I PHA l E II :/ 1 I 1 zoo I v 1 � / I n • 3 sorra4' -f,fn64 Q 1 m /'2 \l•J ( s ID O:T ) R s y. f I a I �� / ,� g� b ( l 1-Y < I I W J I I V ° m° g _ w� j v a g ti , 00 h h .00' I z 1 a I ���, / I 4 3 1 I R yyy e A v .16513 ,._ H g iy A i nY V / $ '� Ra + A a < I I 3 / !J! 1 A X a ` Sl , / ,, J d j% I _� O Q \ - � 0 8 \ � CV 14 I a 1 �' Ua \ \ 7 _ J < $ i 1 1 Fa y N Y < a\ C\ V \ 117n • / J JO L I I V _ ' �g zoo. lo r .87.84' ��� •i I m` V r� U / x O �, I A —' .AlRO m t / I Jm^ t � I U O / e .1 �" \ 9 q ea IIt h m _ �� 'Yg , > / r rb����i. ,,, 41 ., - "�� ^ al 1 \ J / /' �YQ • J m^ •ter 7 y ___ _l 9l• \ 8 0 e N E� - \� / \ \ 4 § 7E: \ \ ` 4 . / , (-: ■ — H V h -i d ._ ( / % \ \ Y U d} ,% .� C x ' / tl. 41 4 A J CO �� I m ^ � " v • y / ��•,, ti ; %� � ; � x . ?�i �S Q � a J /� / P / '7;1 qq { G �/ � .. s' j ) \ / / 6i w... . ,, , 4, i , � Y � A _ �, / / / �'�' .2 .e \ YY \ ' ' milb e / / / ,•/ %• ''rS+ V■ FU a VI 'I6 y YY . � , _— _ S 8 1( a � `� a do \ 6.. — - ' 4F a� '4, I � ' Ii �� .y, t -12&93 ..b � N �i\ „id, 1 8 < e m Az \_ • t �'� <:?-- -op. ° P = fil _ s 1, 6ji § g $$r '°' 8 !& nil $ 1 3 1 s! $ i; sg4 a `° >; s E II-pill $ gtfi € s �J s° 0 i fi s 75-`g _` ° ' s s s G S S . € O aS . V x € t - 1 a ° S> >.;i c a '<o^ ° 3` '- ∎ y C ∎ Z. ! € s 'F •h 1 o� 1 ,i E ^ Z g iiE ' i 4 ' ! Ys>�•> s 3m € �� a aj n " $ 3 _ ? g <° h 3a Zi r w _ qq { gaa . d S s F 5E� 5 ° tl / s is E 6uil e hi$ € L o O ^ Pi e y ° J _t Y o o. -1 � s - s s .. - kg,!. i:.r - 1i 23h -1°£ Se - 5 § g - o8 -s y i S _ .c s sa R fi 5 o # gae fi LL 'r - � S2S ° ; � �` `b 5 - � � O Q E,s h 1 �° _ ,gs _ i ° fi Y lift g fi` o . ° _ Y E l is � s$ 6`` sg ri g$ -$ 5 €�g� ° i i "s g - � Y 3 $ 8 i is L., s 6 S.i gfififi " aS l4 y l S � € 8 i$ a o $ ! ' $ c s s°, _ x ae fi a 0 - 6 $ ' a s S Ss fi s - d cli. 12.188 RE. l °E° s ' h e a T § E K , ° = ' �h N x Ij ;9 s 0 S fi 1 3 e ° s S -2° yI FR 3 fi F.. 6 55 a 21 JI t o 8 6 :' € fi Ysarc a E8 q __ € I a J s_ $ •E° ;f: So -8 $afi h. s •• �€ a � ` - ofi E �g -1 i g R8`i -sia 4S .. e t O fi € S ° °E E ° 3 � a o F Q s ' m fi §r3 ° 5 03 Ili • < q —1 N C� o E` � 2 ; L - z .4 • h "'S k aQ 4 E ' = j 1 > `- <11 l� Ca $3 [a 0 ® 00 W R ° W p oa ° , � i h� - gg. x -s 3 °�t O s 4o s 5 o8d 3;g� i°S o 8 s; E� 8� t o V � � ^ � �g R� m m � v�$ R � °�� ° da y � aoR�fi$;- • �S �`a� ° �.. b i � a s % � �0 -1 o S < zo g j m g = 8 v r N = 'e 1 o f n # n § Y ' b� = a S � $ a. i.. 45 fi . . 5 $ ^ � � yy fi !pi t 6 ffi Pil pyJ^ y J- °Yo gCd i p s -� ynY c °13 4114 � ° -: ° SS $' = v,3 N . n 3 Y �n N � ° a E ° da• ° i £sEFI - z'o a Sz1E S Bfi <513 .sS - =yy° l�$X foi ��s_ €E° 8 z :°d gin ¢ F v his8n% $'B°i Xo XE Xo6 § i X XI - n .,v n u n m° __ W 1 152 Ck °'eta III I!I 1 I 1 1 I I 1:1 III III I 1 WIII 11 111 WI 1 e 1 H - I e I � II I Z-.---. 1 1 1 F , . I; , W m , 1 I 1 1 1 1 1 1 / 1 I, I I ° = - = J �I - - -- JAL-- . 00a y e- A. -ota, i L3n 1 JjL- - -�IL , X11 sazoti — _ .� \ J — r \ Ircos- — — — 70'd .01 •3 \ - 311 . c1 ,ol� ` � I I \ \ \''� by i / t0 \ I04 W I li I / •`o. \ '1 t I- \ y I h '3'0 a a we ,oz ' • � n S .03•9SE- _ _ _ — J ._. _ ._. — ._._ - .f9'L9f-._._._._ _ • n _3 .af,LO.I N_ >� j V • ._._. 3.a N _._. —._. —. \ \ 1 —_ _T —_ r _ ° *o n4 I I 1 * lob ��� $ 1 I. I 1 `- 2 1 � 5 W -- Ii ! I a I � I ' % �WW � 1 L L� o o S q — .trt9t -- — � — -s9>•a- l li x E b m r 3 .Bt.LO.t N_ I _ _I — _ _ _ _3 .9t.L0.1 N ' ' ti n z z z z I - 3 - 11 - <1 O — 1 — W I• w ' 2- -I 4I \ .\ \ a \ S R o,4 1 m • ti _ o 8 d oY I .4 ' e X X N ••,4 V W I \ z a 4 ,,, 1 L -." 9t 1 -I 3Y 1 L - -- -- -,...- Io d¢ \N a g R g y + I I . 0 h _3 .9t.L0.1 N m �--J \ i $ 1 E I '3 'n'd .OZ� 1 1 / n j 8 S 1 1 c t 1 i : a u J p3 e • ° t : „fit R rI ml a I xhY \ � 1 R L R I V / _ : \ .� ."i V u u 8 L \i f I // — , \ • p - .L8'99f' J I t VI - \ 1 / `$ \ / -0 / / \\\ 4 s g g: S s 1 k', \ l \' y a / 6 , ° W 9_ \ ° C / 3 11 s s 3 s 1 0 ,^ ^o � \ / / .\ o bp h 9 S 1 - 1e� ----- 1O \ 0 .i . -\ / / , i "o \\ R.o 7 i i ' / g / 1 �/ �/ / \/ \,. 4, C \\ \\ ' �� / � / / / fir \ �o \ \ :I \'.\ /� �Y / / i \ \ / / \ .> '+�,•\ � _ id,. /\'‘. / \ \ r ry o e' 4 / / / ^ -s � ��\ \e`t' / / / > / ,, : Q . t / % / / \ N. -\ ' db -$. / / :`,..4 / / . � .\ \" , \ ' i \ / //' r , $ / . \ . \� / ' --...-.7• yl• syy , t. \ / / / � / /� •\.J un 00 `0 : W ""y < / k \ ,° g_ - • g am ' '°• \ 10 e c„ ° 499 +r \ v..� :rr e � / � v.. `'i V \ \ 1 \ ' / / j , � / \\ \\‘‘ \ \\ \ ' / / / / / GPs \\ \ ` / > rE ; 'SP < S� oss _ill gl a 1 sa -$ �g�.I nit =s;�_ a s ti £ 8u8 'gaa s to k g Ii fl = s s2 8 � 0.-t. ; $ ° 2 fi = ; I V° 5 .. 8 € 121 g 0�5 .1.05. § o 'E el S EP 3,,, sb ° a g ` °a g a fi " 58 16 ?r ? E . S f g Z fi g i . ` g z° _ $ ° 6 3 i r g $ ° y£ i7 �ii1 ll i t � h 1 8S ; lit 5 rc o " _ s s 1 € g i r _'e z ° u I $ _y � I ; I '8 h € F _ ASS _� @ 6 m? €og v < u OR �m Y - ad 0. 5 1 w8 R S 1 G� /' 1 _ s og; # 1 i ii. jIlj _ 5 F ; ; s oa sna ° 8 ...ill loo w 1 $ s 6 s .@ 2 f it !$ € 2134 4 1 E P., e ' E G$4 i i /g � :i a 2 A 1 i $ - a :c ^ € ` ° gs � s C 4 .§ 3 ± § % f T 2 11 -t a 1 » t. ° i 8 .. , V g 1fi 15,21 1 a z -n8 ,g Q g� ' 1 C ° l § a s; i ' • i ' . 52 � aa g s s � °5cE' - € o ° � � o - g s i Y • i FED r r r - °o = c ° i. �4 E p ° y$ 5 ° i - �•'� s ° S q i ° °1 $ i a j[ t A'g ii o s O °� 21 ,.1 l l' o s` a i l o 0 0 ° II S a 3 s ] 6 i' saeII s II I V1 �.. as i $ a I j s e �E s ° �. _, £ 5 �' Q : Te ' �. i Y i Y $ .� E � p � 4 ` E £�i a „ € 5g � 5 5 'Y s = W i l]: $ 6 Y $ 0 � p YF ; 5' 8 ; R 5o Y ! ! t ! u "£ ia -iit 1 3 a y "—I f :AY =g Sa C Y S .1 ; F 12 - Si s £3 5 % r £ $EQ4 II °3$2.229 2 2 H1 Pa x�� Q j 2 , . v a°a61 a tg £ t 1� 1 < • a • ° pe 1 Ys' is l•a A a fi s $ . s 8 R : ; £ ] °' � 3 3 g£ r , c.-J . s_ 2 i L E p, iE i € s i s o § p° s$ , s 212 =� � Pug /4 N o 0 s � f gip, :< Wilt' € e ° EoS_` • 15ffi r 3s " - a �O ff- . S " °E6 fis II + 5 nag $ii ,, .-e 1 - \ > k : O 111i a e..c a - _ ,6 2 t . 6 gsgl 6g 1 I I I t 1111 " �p :o °f b ° i °° Y M 5 .. W W +0 Os . iF5 i 55 S �L L' b $r $ $1 ! C S6 SP .1 . g : q ° 2U ° .' O SV ° ,i f 2 2,•• 8 G _ j °SE. �S 1-5. S - i o Yo - � . f £ 2!%.6)P o r�. v 35 7s b a i» n . � . yl 7a a -2 LL lO :a 2z g '� Y li i � 1 z o 1.. _ = $ o n :'-'DI a 0:0 ! t.0 1- III ' Y' i 8 A a/us 1 1 : 144 l 'J1 - An E - " ., . ,° P Wasp "3 I e8 Ce sus il 1 i1i ili 1 I III 1 1: I I 11 II I I I 1 dilI I III 1 ' II h V III III s I 1: "�- -1 I I C I J $ I J T_1 �,„ , 4,•,1 I I - - =- 1 L __ jL---- IIL - -- M.erwsil'L JIL--- ]IL - - -J L 111 / \ \\ `°i j � / ra \ .14 o 1 1 \ \ \ I L 1 I . sl ' f 1 ., 3 ,99'89, — — — — --1 /.— ._.—. —. —.— 0'�d i'3'fl'd .OZ _3 .Bf,LO.I N_ \-- Nj U 309f,L0.1 N_. —. —, —, 1 I . i % \ 1 W W; W I° 11 I 3 lir m . ' � • '.p' 8 m - SI'99f' — I — J L _i til J g °. F,2 o o p u r 3 .9f.LO.I N_ " U z z z z z 3 "tl "d ,O I W . 1 -1 O I N . N 8 6 i. ; 1 1 g W a \ g � _ m 2 s s sa it � "" x � .14 O w l� 1 \� \\ ° i n I =. . r a d R l \', \ N _ 9 $ $ a8 1 - .rl's9f- 1 31 , • - ,9'sLf - 1 b °r te $ -8 t O n g ,. 3. I Bf.L0.1 N_ — — 1_ •Lh 9f.LO.1 -{-' N `� y 1 I '3'f ,OZ -ter — 3. w 2 11 -1 2 k q / /\ r 3 � ° s o 3 u S I 1 / / ° \ L - .L$'99f' I 1 I 1 ♦ / r 3 .9f,L0.I N I 1 y� �N 1h 1 <� / /\ '.\ / / \ \\ 1 ' • \ / ;16 1 1 v o / / / \s\ a. a .. \ '. / / / / QJ \ 1 ', \‘ -''7 .. 4 7 <o 9e A 3 1 U ` s" \ ( / ��. _ ; 7 oa g /' ��\ ma � ,� W R 2 3 g e a i Q,• // $ 3 H z z W x / iH �Z <wa ' •ri `92, / / a4 \ 8 • I /// / \ \\ / / • / ` .4` / / -\ \ , \.a \ \ -1 \ / / / \ / y \ /÷ /11'. / / \-_\ \ 111!.. •4\ \ / / / ' b •rO / / t .4 / / \ \ \ °d \ / / -— " " b� r te \ \ / / / / \ \`� 1< Via. / /, / / / AO \ \' OO < 0 D V'@ / / / , .� \ \ It \ \� / 4\e �° P :^e a / / ;M1� \ Asa - - ,? -- � W sk < / £j 3• \ a s•• $' .-� a \ � 0. '1 ,11 N \ / ' 7� $ .\ •� V '°�. o •rr v ow /o o• • r \`d \ 4 0 \ 0p1 / \ \ \ \ \ \/ / / // GQ' \\N / / i S.:3 essE .. i % ! � C I U §' s ° $ i I gtge trig $ � I r • "6617, a � 8 ri g5,1 5 o I my; or ° A i €z =fi ° � a fi 5 a 42. _sue > s$ a a € 14P-e6 � _ t 24,, II A l l o In A E1 Fax ° g rt � R �s r a y " i 2 3441 S§ $s$ g 5 'El a i U ,gy ° S e U ;� E 7 � D 1 i Hi Sa � Sf ; j ! 88 6 ,�. c 6 6' ! Al! N O a B Ni o s P. z° 8 a 0 Is ; sg § Go a it I F 8 G8 sei Y .,...*<5..,. ,\ 215171 3s3 ° c i '` ; i t ; .R ^ 3s' �as4Tg3•£ £ ` ���y. S e l ::I ' B ti: t3 g 5 s 6 2 63 :e €� ° a s 6= -5 m £ E „£1g k., f 8 F $Sr s ea fi8E t t t a s >i ° € S.L. - € _ i g g 0. $ o iI m °S a £ a5n °E5g e t ^ fie 3 • ° � Sd - °! 111 s 6 E � e •B" i i B b �`� ° =. t s 8S 5 t t 2* °$ V .i = « n £ 4 gad ffi € <° £ 1: 5 .1 F.t - € € a a^ E ta a a 1s 1 8 ° I° -- a 3: s3 ,: @ If t I\ S t g o ° ;i S - S :g. go $ °i 6 sj - Ez a s£1 1 II b xf . ° •a s i O .ne a ' _ 5 ° - 5 S s E 1 • - - -' • € S s ; 8 � •� 3 t a 1 ° • < 6 - ; � O (,. 4 i s$ " - ° € _ - s :; 1 tg g £ 11-66 6i t £ � W i s E = y g ,! : si n i Y st ; 5 > i 5i 1 -� �3 Ei Q rK. . ! I i i u E -5 E a _ °' i S , ' " 8s �n b Y is ' g $.o 1 l � >: O $ $ +� °E S g N R 0 5 �$ Ss ^ � g q E$ a o 9s V $ a� •° o g ° 8 S t £ o fyd"' -° i' �`I ^U°�.° $ R F s S S8 $t £ o ° e1 2 J C ^�j Q J= ` � s �. a S • ; xs a �:a �a £ �' @ � "s g; �,J 44 r na S t £ E° At" v e 5 £ E Y° •E ' N r £ 3 � $ n- y "' . '.rc I 6 i l (N . 9 8y� I S 0 3 z y e i. -£ E s E- 5 E i n n �` < C'I � V i�' gg jg� E� 3 ° a J tg 3° °° o _- g � a i s ° - bYh.0 Y l i i l i i i i - -v QUO ° y `5hi g b 3 S £^ h : •3 t4:1 1. o '". 222 y °o t g Z s : � # > 4j H I V i £ ° h 3�3 i ¢ 3 ba s b -z x y s a "� 6a,s - -Bs Pe = o ®oe J„„ U �Q .J11 6 3 ;9 i W - 4 3 3 ;£3 • -g �iGt °.is Sa ',1 x =s % 66 v e :PIP lb! &z t �oR - � 9l fi m s' ' ".' �' i hES 2 3 ; c '' '8 £ $I; g ; 0 t5S 2 " _i % � m °°x c E � a r8 t < m 9� S £ €gg S e t i3 S Fo 5 Y . t °ti < z i'� 1,..84 �� o Y °y �Y ; 5 .. •$ 3 �.; °�- m h. �"$ ll s 5 . XE o " ' € p h .gw -g.t � $ c $i° xLLOH;;Igt - oY 'i§-£ £g 31££a $ -33 q� C g 2a--- 3I Y yS 3 A. 3S„ N -• i = i " - Y ;° z s r °io''_i,3 C E so � °; Y" s z_ $ .h 8 334 a m $ $x g ^LL r gg s w 2 E 5 2 ° 15<£ 3 BE ? Y 5.,, • a .-....,2 J__1. N N_Z Cm GZ G2 zr�° 'gg- E�S m " � w°`£r2 5. 13 811 1 . i {; Wl d" tit c r dg Fo > g. f9 c r ., . m d.: �� m3�G6 gi 36 .�. F 48 la OF sue I I I 1 I I I I I,I I,I I I I :I ICI 111 I � �I III . h . m I:I - m ° ° 'RI :I o ICI `111 111 1 s 1;1 z Q s °,L °.w9` 1 1 1 I I 1 1 1 I I x . — — — J L--- — J - - --� L -- iii J Li�d. L J L — — — J I I — ,A - M 9„„.f S '3'n'd .01 by / f0 \ \ 414 q I 1 \ 1 I �'d • ' I i �. ° I h L — — . — . 1 — — 3'0'd 4' "311'd .OZ J I Is .99'99x— . —. —' - .19'L9C -' —. —' — \ _3 .9f.LO.I N_ ) � U . -3 .9C.LO.L N_. . —. —. —. \ [ T \ F I \ 1 1 I } }yy \ \` \u •° $ o S R 1\ I I I ,. x \ .. 8' o m& ,1g I- i 1 s 1 s ° 1 1° I I I U 6WWW W i ' J g e ' R 5 o 6 i A S'S - .CI'99C' — ¢ — J r9scr � n m 3 .K.CO.I N_ — I _I — — — — _3 .9C.L0.l N la\ 1 i m t ,- k m r 3'n'd .OZ I 41\.\ U kl -1 2 2 W I :i 'S .1L4 1 0 V I N • " m 8 0 GA 1 $a X 2f: � tiY O W E 1 N \ J `s gy m , d $ m a ;I \ \ U N F. a - .CI'99C' 1 3 ^ L r9tLC- W 1 0 °.¢ 7. \\ 9 S * ^ R S Y... a 4 1 3 .K.L0.1 N_ — — — — 1— A., _3 .K.LO.I N ��� -"'\\\ \ & A 8 n F. q I C h I '3'n'd .OZr n •5 I i ° t . ", N Y _ s '21 -1 � Q °1 a io i t ` s / / / � \ �. -- ,1 � 1 \i - f I / // °. \ - .L6'99x' 1 I ( 15 9:1". ;,.. 'N 1 \ �` o � \ / j / / / Q f \ \$ / . 7 \ � s ° i n S 1 WI o4 \ V y / / 6` ' S U s� / , 1 / �.�3W O te e\ \ ijffl v j / t , \ \ 7 \ \ 3 \ \ Lt'nunnn <5 r / / / \ 4, U /\ ` �\ / , 1 / / / \/ \3 < \ \\ / / / / \ �''ie ° \ 1 \`, \/ L ..--- / 4 / / \ , . \ \ \ \ \ \\ / / / / 7+.\ \ �s / \�\\ \/ / \ \ 1 .', / `.,, \ / \./ /\ � / / / J / / \ -6 -*\ t / / / / \ 14.1\-,,,, a ' / / t..44 / / \s'?br r \ J / / / , b9q "�. \ / / \ / / /_'*,/ \ \ \ \ / •13,- / V" \� (¢) / / 0 . , \i / / `ti \ lam\ - Zr „ -- � y, p�. \ 3\ P 4 , \ „.. 4\ 1 ...... C ,„ ki.,„ ,,,!-/ /,,,, \ 4 j � , a� ? 1 v / \ \ \ \ \ \\ \\ / / // 5t o / t C5 .5. \\\ / ' 'in:" 821.. 030€ 3 l e I f a> r 313 i i 1 !! 1 : ' C p Y gg gp $ .11-61 • 5e i g Olt g.31 t 1 6.3 25 'a' 8 9i Y A L ."8$ s S: # F £ S ° £b5 a § $ $ i € °g :5 i � .£ § g n ! ■ s 2 .. a i 1 n -'-5 i0 � J Iil k �! 11 j il hi ! 1 I i l i £ ° Y$ _ € W g i g° Y .E . 3 G 3 ?s" o1. .§m? Gs ill R E ' m YS 3g� uF. 5 a8 9 S" a > 3 £' sE n% ; ° fi 1 i i ! , f ! f s 1! ;g €5 sg4 a ''i g 1 NSSn� i. gilt! 1 s `0 • t 1 ` 1 R °' : 1 J E ! 21'. 1 h v s t 2 t 2° ci d 4 §mb n a 1 • .t - 1 .1 €�. `§ 41 1 a o 9 s°11 -£a , c 1 4f •E I: ± i • to s s § 5 i E; $ � = . .8 e ' r 8 ps6 o s: s s b k i ; i i . o €,s o ; r _ g I €I s a t i gi t i g s 1 ' , 1 € ° ° ° . 4 ' fr 5 5 s • 5 5 2 2 . 2 i i'e i 5 O . i ' .�yy ° g' g .. i D° g - 1 ° DPI 8 - - - 3r ..1 $ i z a i as 5 - gs k z ° 1, • i O � I � h i:i «° _ v s x s 6 ' 34 .-gfs fi E 8 E$ £j g 2 sg s°, E ^ ' P it T 5a iha j U ii ;WW1fi %'Y b € .' 1111 X0 1 ' b . .2 E n i i R g f2 is LL 'S 8 t & 9 g � $ i S I I�S- O I iDI s ° Y s - °E 6 ; s B = E 2 5°Y a 6`YOa a i 35 = �1 $ ' o s 3 Y cY t _ -- ' .. $ g R o F sit! S _ of 5 Y« § a i ° E ° $ 8 3h ° s y - � , a .c E 5° i I ° ° g ;- e 2 'A Cr) 361= 1,1 . j ; 3 S ° . ° g s€ * 11 ' g6 € z A52 S ,11 ;g=s -. § Ida: ► ' k 2' 2 . hi. s f 5 en E_ : a o o < $ s o E F * l I$ r gE i - RYs g - g= t ° ° `� q T/� (� v r _ a S 8 �E nh `I ^ V� < 8 0 8b - 5. ° ° ° ° °. 5 - r@ 3 : % �fi sn a'g s Y o � p < p I ; ! 1! z g Q. a' p E � g r ti 5 a° ; « i 1 E d 5 000e 6 6 6 Q 7f d U f8s �§ s i� a g �N=b :m c�� °�o�oBrbb�E 0 e C 5 $Io 'glitz g < Rg �$ RR °s 6 B s 3 ' a s h R • -m,g i l m o° €. ° g ¢ 4 2. °, • Y• � s §' 2§ g 6 _ / m �` a ri 5 o o ° ri 5 53 g ra b s rd , l ga 5. -. Y • 4 2 -. sg , s ii 2 R 9 '1 a n. " . 4° 1 ^ ' i I h u = z h gg��s ° 2rco a i�ESZ 15h < s .i a � y� • "- € _$ d Yl .':'R 8 d r n P � eg° a .9g x s °d a° * § g ai 32f °o _ r m m°. ksilF WAEi sue • I' I I' I ' I' 'I . I' ' I,I I I I,I I I;I I 1 I1I III I I W111 II III -I I'I a IH m ° n l o s I I -1 I s I 11 z I!I z o I I I I I �� ,, I I 1 1 1 I I I II ,, _ — _ L— __JIL___JAL -- i ii JIL30'd l l L--- J1L —__J L II .6 9'ZOY_ —� lnr- �. N. _. /CLO 1\'-.. J I/ J -- i o o 1 j I \ . s 1 ! y• I . 1 •3'0'd i 3'fl'd .O Z _3 .13C4 N_ _ _ _ _ 1 -, • : a' 3 N.._._. —.1, —, { I. NY I I 1 r 11 N \ ��� c- " ' $ g I 1 1 1 ° 1 \ �, � W" -177 1 I j I _ _ L _i J A Q ';';t:-P1.1 u 3 .9C.LO.I N I 1— � _ _ —_ _3 .9C.L0 N 1 z = z z I wrd ,OZ 1 1 - 1 % N.\ r + I '''2'. W 0 w z \ \\ v� '2 V I \ .\ o n b y 1 $a X x a s i hY O I \\ j ° tl k $ $ tl R a R I \\ .\ lJ. F , 1; - ,v F. 4:t n L 1 J �°• 0 \ l � -svor 1 1 3 1 i— r N q g g ,�, o ° g 5.,1? 41 r 3.9040.1 N —j— C� - _3 .13£,L0.1 N _ y S ,F; GI R S2 ry s y n I _ '3'04 . Or- ' c < ; g n . x I ,: 1 I. °I ! �' C d o n n o o m� r1 4'.1 ° I e j aY / / i\ \ • - --- '\ N. igovaos 1 �' i i / � i U 1 / r 3 .9C,L0.l N_ _ _ _ _ _ 1 \ / qb ; — / /\ \\ g \ / N , ' 6 � 7 7 \N\ / i 7 e• \ U 9" ■ \ - / 3'11' 0 "Ir.\ - \ V ' 4, 7 9 S 1 iN �� .e' / -.1, z0 e \ 7 0 .0,,.›. k \ / / / 3 v \\ .. 8 I // // /�/ \,,, U / �\ / / / / / / / \ `'�, \ \ .. \ \ , < / / / / / / - , 7 �,+ \ \ 1 \\t / •1 / -4� \. 's /\ \/ / \ \ M1e •� / \ / /\ .',\ �g � ' . / / \ -6 ;\ -1 / / \ /+ / / \. \ \ 1 $- •'?' \ .3 \ / / / L .' / / ' o / / \ 6'� C, \ � � / / "w •Y,r\ / / / / \ \ \ '" \ .i / mot— '9• (� .\ \ / / 3 / A.Cl � s - \ \.': / / f� 0 0 ` `.J \ / / / \ \\ \ 4 \ \ �, \/ , e � p , D / / /, 1 \ / s �. •� E `i ly / N d 7 o- \�\ \ g `k'_....,, _ \ 'o �, . 10 ,:\ � er. .2 2 �, / \ \ \ \ \\ \ / / / , , N 5 r . 1 .0 4 \ o‘ eot 1g;:11. h o ill fi li 1 f4L. s $ 1 A aA flit 35 a 5 1" 3 k 1 . g t iR .el S , Y lei. p € -- S s 05.X. o 5 fi � a _ S pp a itI II. fi , I °� 4 E ]. ; 6 n I _D 6 < E 3 � °Y s L €m s 5 , 6 .. 5 • 8-6 ii g ' �$ 3 s i g§ ° 1 Paz if . ° 6 b ffi$ g § � . Y ai E U r 1 i 381 R 8 a g F b r 3 a . _Y $ f l l 1 l a ms p E4 ; is °Y ° S • fp o s 5 Y € s y � 6 b 3 0 2 9 § S bra • • g s 5 E5 E °vf r r a i N _ 7R tjIJ S n $ x1 E "g b € ...g' r8 y $oc3 i 1 13 is F 3 c8 _ -iL ° 1_ gg dm?m� II§ iii g 1 g - . 2 g. 3 o g § A ° U s $F g < R 1 G.8 ow x i CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Paul Clarke, Manager Duck Haven Management, LLC., the general partner of Duck. Haven Development, LTD., owner and developer of the land shown on this plat, and designated . herein as DUCK HAVEN SUBDIVISION, PHASE FOUR of Brazos County, Texas, and .whose name is subscribed hereto, hereby dedicate to the use of the public forever, all streets, alleys, parks, easements, and public places thereon shown for /e 000000, J o the purpose and consideration therein expressed. PROJECT Duck Haven Devel men , L S /j�" � By. Duck Haven anagement, LLC. Its: General Partner By. Paul Clarke 0 c Its: Manager °� o f o� tea � STATE OF TEXAS DUCK HA 1/EN SUBD/I7'S /ON COUNTY Or BRAZOS PHASE FOUR Before e, th an_dgr authority, on this day, personally Creek appeared �� �2. known to me to be the person Ridge .whose name is subscribed to the foregoing instrument, and Estates acknowledged to me that he executed the same for the purpose. and consideration therein stated. Given under my hand and seal on this Q day of 20 f P Vic ty Map Notary Public, Brazos County, Texas CERTIFICATE OF COUNTY JUDGE 1, J N A-5, County Judge of Brazos County, Texas, do hereby certify i1fiat this plat was duly approved by the Brazos County, Commissi ers' Cour :on the J' day of 20 County Judge \ y CERTIFICATE OF THE COUNTY CLERK 1, Karen Mr Been County Clerk, in and for said County, do hereby certify that this plat together with its certificates of authent ation was filed for *record in my office the day of / Lot. 12 0 iv in the Official I Records of Brazos County, Texas in Volume 0 \ \ .1.090 Ac. Page itness m hand and official Seal, at m office in B r y an, Texas. Y Y rY Co my Clerk Brazos County, Texas \ Lot 2 rive CERTIFICATE OF CITY ENGINEER / / Bf ocivision Phone 1p5 I, "W C gqS.. City Engineer of the City of College Duck N g Pg s 45'02'58" 268.51' > Station, Texas, hereby certify that this subdivision plat conforms to the requirements of the Subdivision Regulations of the City of College Station. \ / ' / Lot 1 / 0 Cit of College Station \ \ < + j APPROVAL OF PLANNING AND ZONING COMMISSION Chairman of the Filed fur Rec in= Planning 4n Zoning Commission of . City of College Station, BRAZOS COUNTY hereby ce i y that th attached pla 'QLais my approved the 5 �• / < Comm' n the day o , ` 20 • Ufi= Aug t_;701ii of 0 t I q , le As a / C it Recordings / LINE TABLE LINE BEARING . DISTANCE L1 S ,42'30'42" W 100.37' 12 N 44'57'07" W 70.00' L3 N 88'52'22" W. 44.29' L4 N 38 .W 62.20' L5 N 89'35'05" E 50.00' 00C B[• Vol Fig 010619 O R Remainder of Smiling Mallard Development, Ltd. Called 188.04 Ac. 1/0/. 4011, Pg. 142 (Not P %tted) N 89 ;3459 " E -- 741.64' / FIELD NOTES Being all that certain tract or parcel of land lying and being situated in the B. McGREGOR SURVEY, Abstract No. 170 in Brazos County, Texas and being a part of the called 188.04 acre tract described in the deed from Thousand • Oaks Development Co., Joint Venture to Duck Haven, Ltd: as recorded in Volume 4011; Page 142 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: Scale: 1" = 60' BEGINNING: at a 1/2-inch iron rod found at the east corner of Lot L Block 6 of DUCK HAVEN SUBDIVISION, PHASE FIVE as recorded. in Volume 8629, Page 105 (O,R.B.C.), said iron rod also being in the proposed northwest right -of -way line of Mandarin Way (based on a 70 -foot width); THENCE: N 44' 21' 21" W along the northeast line of said PHASE FIVE for a distance of 365.03 feet to d 1/2 -inch iron, rod set for corner; THENCE: through the interior of the called 188.04 acre tract for the following two (2) calls: I 1) N 45' 02' 58" E for a distance of 380.23 feet to a 1/2 -inch iron rod set for corner and I 2) N 89' 34' 59" E for a distance of 741.64 feet to a found 1/2 -Inch iron rod marking the common most westerly corner of Lots 3 and 4, Block 3, DUCK HAVEN SUBDIVISION; PHASE TWO as recorded In Volume 7819, Page I ( Lot 3 166 (O.R.B.C.); i I THENCE: S 01' 07' 38" W along the west line of said PHASE TWO' for a distance of i 810.00 feet to 'a found 1/2 -inch iron rod marking the common most westerly comer of Lots 10 and 11 of said Biock.•3, said iron rod also marking the northeast x -10' P.O. E. .at 7 J�• / Lot 6 / Block 4 phase Three i Hoven Subdivision Duck Vol 6240, Pg• 61 Lot 5 CURVE Document Number A iilil }'+ f 11 © � (/\ ,y TANGENT CHORD BRG. 1 — ` Volume 8240, Page 61 (O.R.B.C.); 260,39' Amou N 67'18'56" E 253.88' THENCE: along the north line of sold PHASE THREE for the following five (5) calls: 33.56.' \ \ Block 4 Three P hase N 68'39'56" E 24.03' Rece Num - 3074 -10 241'51'13" Duck Haven Subdiviso9 ' 8 240 CERTIFICATE OF SURVEYOR 83.47' Kim Ereen ,A �� \ ° __ � Vol. \ STATE OF TEXAS 1) STATE sJF COUNTY OF t:RA B 11.32' N 70'45'09" W COUNTY OF BRAZOS C5 I hereby certify r_ hat this instrument was the time herE-an by m? ' � � �'�� Lot 8 108.51' N 67'18'56" E f iled Fi date and stamped � 2) I, Kevin R. McClure, Registered Professional .Land Surveyor No. in the State Texas, hereby that this is true ° h_ _,,,_'s and f�TF'f_ duly recorded in t he - tluftie and ca=a \/ 5650, of certify plat and . _. p: �_ ` the Of f i ! i ?l sJbl is r ecords Oi_= J correct and was prepared from an actual survey of the property and , : \ \ that property markers and monuments wer I cad under my supervision ground. Ol" ti iF :Fi?�o iii�iifY \ ' / J •9 �r>'• ; `cfs _ °, as stamped hfreF 63 sset� S 45'.02' 53" W for a ' distance of 259.33 feet to a found 3/4 -inch iron \ \ \ Kevin R. McC ur , R.P.LS. No. 5650 \ \ pipe for corner and : '! I LURE b�3aF3ii Aug ?�._ :,._ \ 5) N 44' 57' 07" W for a distance of - 70.00 feet to a found 3/4 -inch iron pipe for corner, said iron pipe also being in the southeast line of sold °��s.,$ 1ltJ: =Eli n�= ,i>_l =►3 t pitITY CLERK PHASE FIVE; SUF��`� ' BRA COUNT"' - - THENCE: N 45' 02' 53" E along the said southeast line for a distance of 268.51 Remainder of Smiling Mallard Development, Ltd. Called 188.04 Ac. 1/0/. 4011, Pg. 142 (Not P %tted) N 89 ;3459 " E -- 741.64' / FIELD NOTES Being all that certain tract or parcel of land lying and being situated in the B. McGREGOR SURVEY, Abstract No. 170 in Brazos County, Texas and being a part of the called 188.04 acre tract described in the deed from Thousand • Oaks Development Co., Joint Venture to Duck Haven, Ltd: as recorded in Volume 4011; Page 142 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: Scale: 1" = 60' BEGINNING: at a 1/2-inch iron rod found at the east corner of Lot L Block 6 of DUCK HAVEN SUBDIVISION, PHASE FIVE as recorded. in Volume 8629, Page 105 (O,R.B.C.), said iron rod also being in the proposed northwest right -of -way line of Mandarin Way (based on a 70 -foot width); THENCE: N 44' 21' 21" W along the northeast line of said PHASE FIVE for a distance of 365.03 feet to d 1/2 -inch iron, rod set for corner; THENCE: through the interior of the called 188.04 acre tract for the following two (2) calls: I 1) N 45' 02' 58" E for a distance of 380.23 feet to a 1/2 -inch iron rod set for corner and I 2) N 89' 34' 59" E for a distance of 741.64 feet to a found 1/2 -Inch iron rod marking the common most westerly corner of Lots 3 and 4, Block 3, DUCK HAVEN SUBDIVISION; PHASE TWO as recorded In Volume 7819, Page I ( Lot 3 166 (O.R.B.C.); i I THENCE: S 01' 07' 38" W along the west line of said PHASE TWO' for a distance of i 810.00 feet to 'a found 1/2 -inch iron rod marking the common most westerly comer of Lots 10 and 11 of said Biock.•3, said iron rod also marking the northeast x -10' P.O. E. .at 7 J�• / Lot 6 / Block 4 phase Three i Hoven Subdivision Duck Vol 6240, Pg• 61 Lot 5 Lot 10 - V.W.Pr.D.E. I 120.04: — - --- -_ -_ - _ D U K. I1AVHN i SUBDIVIS101V / Lot 11 UR L -- - -- 15,246 A CRES S.. McGREGOR SURVEY , A — 170 / -- SRAZOS COUNTY TEXAS. Lot 12 OCTOBER, 2008. SCALE I' 60' ner! Survevnr: Duck Haven Development, Ltd. McClure & Browne Engineering /Surveying, Inc. 3608 E: 29th Street 1008 Woodcreek Dr., Suite 103 Bryan, TX. 77802 College Station, Texas 77845 (979) 846 -4384 .(979) 693 -3838 �. 10620028 —FP.d CURVE TABLE CURVE DELTA RADIUS corner of Lot 5, Block 4, DUCK HAVEN SUBDIVISON, PHASE THREE as recorded In TANGENT CHORD BRG. 1 — C1 Volume 8240, Page 61 (O.R.B.C.); 260,39' 137.17'. N 67'18'56" E 253.88' THENCE: along the north line of sold PHASE THREE for the following five (5) calls: 33.56.' 24.57' 12.87' N 68'39'56" E 24.03' C3 241'51'13" 50.01' 211.11' 83.47' N 1'07'38" E 85.80' C4 38'32'16" 1) S 89' 35' 05" W for a distance of 402.09 feet to a found 1/2 =inch iron 11.32' N 70'45'09" W 21.38' C5 44'32'06" rod for comer, 205.98' 108.51' N 67'18'56" E 200.83' 2) . S 42' 30' 42" W for a distance of 100.37 • feet to a 1/2-Inch iron. • rod found for corner, 3) N 37' 28' .45 ".W for a distance of 372.61 feet to a found 1/2 -inch iron. Lot 4 rod for comer, ' 4) S 45'.02' 53" W for a ' distance of 259.33 feet to a found 3/4 -inch iron pipe for corner and 5) N 44' 57' 07" W for a distance of - 70.00 feet to a found 3/4 -inch iron pipe for corner, said iron pipe also being in the southeast line of sold PHASE FIVE; THENCE: N 45' 02' 53" E along the said southeast line for a distance of 268.51 - - - — feet to the POINT OF BEGINNING and containing 15.246 acres of land, more or less. ' Lot 6 L I 1.032 Ac. (� Lot 5 w ( 20' P.U.E. GENERAL 1. NOTES: I DM S OF BEARINGS is the monurnented southwest line of the Duck Haven Ltd: called 188.04 acre tract recorded in Volume 4Ci1, Page 142, with a o ( - - - - - - - — record bearing of N 4457'07 ". W. b ' r— 2. The subject tract does not Re within the 100 -year floodplain according to the F.E.M.A. • Flood Insurance Rate Map for Brazos County, Texas and . incorporated Areas, Community No. .481195, Panel No. 0215C, Map No. I 48041CO215. C, effective July 2, 1992. 3. There is a 20' Public Utility Easement centered on all interior lot lines. I ► Lot, 6 4• There is a 20' Side Setback and a 50' Front Setback as established by .; Deed Restrictions. \ 0 5. Front, Rear and Side Setbacks shall conform to the Specifications of Subdivision Plats as established by the Commissioners' Court, Brazos p County, Texas, for subdivisions situated outside the boundaries of any SS. \ I Incorporated or Brazos County, \ 6. All Drainage be e Easements shall owned and maintained b the Y Homeowners _ _ _ 1 Association. N— _ 0 �' _ 7. All lots shall have individual On -Site Sewage Facilities (OSSF) that must comply with Brazos County Health Department Regulations as follows: a. All lots served by. an OSSF - must comply with County and State v 3 ij J o Regulations. No OSSF may be installed on any lot without the Issuance R of an "Authorization to Construct" from the Brazos County Health . Department under the provisions of . the Private Sewage Facility / N N OJ Lot 7 Regulations adopted by the Commissioners' Court of Brazos County pursuant to the provisions of Section 21.004 of the Texas Water Code. No. OSSF drain field is to encroach on the 100 -foot sanitary zone of private water wells or 150 feet of public water wells. . A sanitary zone must be clearly delineated around all existing public 'or private wells on the subdivision plat or within 150 feet of the subdivision boundary.' b. All lots Will be required to have a, site /soil evaluation on file with the Brazos County Health Department before an OSSF permit may be issued. c. On -Site Sewage Facilities disposal areas shall not encroach the 100 foot . -" U4 or the 150 foot sanitary, zone of a private or public well, respectively. I A sanitary zone must be' clearly delineated around all existing wells, on o the plat. 8. Wellborn Special Utility District will provide water service for the subdivision.. Lot 8 9. Unless otherwise indicated 1/2" iron rods are set at all corners. - 0 - 1/2" Iron Rod Founc. : I O - 3/4" Iron "Pipe Found . O - 3/4" Iron Pipe Set 9 - PK Nail Control Monuments set in € of asphalt pavement for reference F - 0 10. Existing land use: Vacant /Agricultural Lot 5 I � I 11; Proposed land use: Rural Residential Development with lots greater than one (1) acre. 1.053 Ac. ( Total Lots: 12 lots; Average Lot Size: 1.1 Acres Lot 9 12. Abbreviations: B.S.L. - Building Setback. Line ' Pr-D.E. - Private Drainage Easemcot P.U.E. - Public Utility Easement H.,O.A. - Homeowners Association U4 20' P.U.E. o ' - — - �- -- I Lot 10 - V.W.Pr.D.E. I 120.04: — - --- -_ -_ - _ D U K. I1AVHN i SUBDIVIS101V / Lot 11 UR L -- - -- 15,246 A CRES S.. McGREGOR SURVEY , A — 170 / -- SRAZOS COUNTY TEXAS. Lot 12 OCTOBER, 2008. SCALE I' 60' ner! Survevnr: Duck Haven Development, Ltd. McClure & Browne Engineering /Surveying, Inc. 3608 E: 29th Street 1008 Woodcreek Dr., Suite 103 Bryan, TX. 77802 College Station, Texas 77845 (979) 846 -4384 .(979) 693 -3838 �. 10620028 —FP.d CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 44'32'06" 335.00' 260,39' 137.17'. N 67'18'56" E 253.88' C2 41'57'09" 33.56.' 24.57' 12.87' N 68'39'56" E 24.03' C3 241'51'13" 50.01' 211.11' 83.47' N 1'07'38" E 85.80' C4 38'32'16" 32.39' 21.79' 11.32' N 70'45'09" W 21.38' C5 44'32'06" 265.00' 205.98' 108.51' N 67'18'56" E 200.83' `� � v VF / SHEETS � c� -aa�, ' c7lls /Vd" �� � 3 -� [3 �, SCALE: Hor: 1" = 40' Vert: 1 " = 4' 0 20' 40' 80' 1 N n � p 3 + O c 'o 300 N v 300 2,96 296 0 292 o - _ - 292 Compacted Prop. Grade Fill (tYP) 288 . E Gr ound 288 0:409; Grade t -� 284 Rock Rip — Rap 284 C hannel Lining E 5, E m N N E- to 0 O L H a cD G Waterline (WA -1) 280 00 N 11 V 00 W N II w 00 N 10 W 00 N w 280 a -lam 6 II _._._....� * o CL II t� _ C O ri N M a O ai N o N of r o O co O G O et 0 C 0 276 J 1" 6 * � � 276 N M !n W 0 m N W Of00 1 • CUL WTl Type / (Circular), 16 ga. Galvanized Steel, SHEET N0. 2 x %2" Corrugations, Corrugated Meta / Pipe (CUP) shall conform to Item 460 of the Wor Standard Specifications for Construction of Highways, Street, and Bridges See Embedment Requirements OF 7 SHEETS For Interim Review e iew Onlv - CEMENT STABILIZED BACKFILL SPECIFICATIONS These documents are released for the purpose DESCRIPTION of review and comment This item shall overn the mixing and placement of cement under 9 9 P e t stabilized sand as a trench Backfill the authori' ty of. - . material or • bedding material in conformity with the typical sections shown on the Plans or as Jeffery L. Robertson P.E., described in the . . Special Provisions. P.E. No. 94745 on September IMITS OF CLEARING 15, 2008. L CONSTRUCTION / MATERIALS They are not to be used �c A. CEMENT. Type i Portland Cement conforming to ASTM C150. for construction purposes. 16 P.U.E. 70 16 P.U.E. �;c1 B. SAND. Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, o� and the following requirements: 32 Sub grade Crown �0 1. Classified as SW, SP or SM by the United Sod Classification System of ASTM D2487.. 9 Q / 2. Deleterious materials: ISSUED FOR REVIEW a Clay lumps, ASTM C142• less than 0.5 er en 2 3 12 12 3 2 O Y s P� p c t. AND COMMENT. (b) Lightweight pieces, ASTM C123: less than 5.0 percent 1.5 „ c Organic impurities, ASTM C40: color no darker than the standard color. • d Plasticity index of 4 or less when O ' v Point of Horiz. o O Y e tested. in accordance with ASTM D4318. See. Typical • n. Profile Ex.. Ground - C. Water. Potable water, free of oils, acids, alkalies, organic matter or other deleterious Ex.. Ground ° Shoulder Detail Align. & �♦ �� substances me g N Ltd (y T ) Grade Control e P P meeting requirements of ASTM C94. I � 1/2-/Ft- v � . .. . :. • •, • .. , •...,..... r, - -�� � - _ DESIGN REQUIREMENTS .� . 1 ..♦ . -• �� �.� �� ° Design sand - cement mixture to produce a minimum unconfined compressive strength of 50 p ounds Pavement Anson P P g P d ✓i �'ti10 fie _' TT 7 1 5 Roadwa 11 //C� rkin Lots m 48 hours and 100 pounds per square inch in 7 days en to 95% s Onvewa &Pa 9 per square inch in accordance with ASTM D558 and when cured in accordance with ASTM D1632 and tested N „ � :. , � � ( Existing or Proposed) , ... ,� 6 Flexible Base (Crushed Stone) / _ ed m .. / -.. • _ „ ,� •• -` . accordance with ASTM MIXING MATERIALS: D1633. Mix for. general use - shall contain a minimum of 1 -1 /2 sacks of �-`' m m Compacted m l acted to 95% of , a P / cement per cubic yard.. Mix for use as sanitary sewer embedment within 9 feet of waterlines ° • - - Salvage Topsoil z ° � TxDOT Test Method Tex 113 E B C shall contain 2 sacks of cement per cubic yard. Compact mix with a moisture content between 3 W w 8 „ P Y P Poi ute Fabric 4 Thickness min. , . z x 9 + 2% of optimum Y1 (min.) / P � w� i a' 0% to 2% above N 6 lime Stabilized Subgrade � e o timum. fc„c �� • �l's �k P - Ditch limn moisture content 9 K �, 6% Lime b weight) - rn ( Y 9 ) s�1 Sidewalk; l r ° w S - r, W _ c See Detail ( ) . ... 1.. r x ray Compacted to 95% of �� , �.. , , . <. _. ��..0 r• ,:. '� .....� - .:.....,:., ° v p - 113 -E TxDOT Test Method Tex A. Thoroughly mix sand, cement and water in ro ortions of the mix design using a u mill -t P P 9 9. P 9 yP e + - 2% of optimum mixer. The P lant shall be eq uipped with automat � P P weight controls to ensure correct mix moisture content PLAN VIEW proportions. B. Stamp batch ticket at plant with time of loading dir ectly TYPICAL 24 STREET SECTION P P g after mixing. Material not places and compacted p d within 4 hours after mixing shall be rejected. STRUCTURAL AREA DEFINITION PLACING. A. Place sari - _ sand -cement mixture m 8 inch thick lifts and cam act , to 95 percent of ASTM D558 Structural Areas include all paved areas sidewalks streets alleys, driveways Z P ( Y Y unless otherwise specified. The moisture content during compaction shall be between and parking r I nil n the o a p g a eas ) and shat extend 5 beyond e curb line. Where any portion 0% to 2% above optimum. Perform and complete compaction of - ' .. , P P P san d cement mixture .within of the Utility Trench lies under a paved area, the entire width of the trench 4 hours after addition of water to mix at the plant. 0 shall require cement stabilized b kfiil. sand- cement t ac B. Do not place or .compact sand cement mixture in standing . or free water. FIELD QUALITY CONTROL A. Mixing plant 9 P i nspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. 9 _ B. Random samples of delivered product will be taken in the field at oint of delivery for each P rY day of placement in a work area. Specimens will be prepared in accordance with ASTM D16 P P P 32 > and tested for 48 -hour compressive strength in accordance P 9 o dance with ASTM D1633. C. The cement content will be checked n m o samples es obtained in the field .whenever there are apparent W changes in the mix properties. 36 24 STRUCTURAL NON- STRUCTURAL MEASUREMENT AND PAYMENT c AREAS AREAS No direct payment will be made for cement stabilized sand under this item. Payment for cement o ai Y E , As .part of the finishing operations stabilized sand should be included in the unit rice for the applicable utility or structure installation. � P PP Y n. t o o > shoulder -up to pavement edge by blading. 6" Salvage Topsoil (Class V) p Excavated trench width _ W o. Cost to be included in other items of work. Existin g or proposed ro osed surface 1.5" HMAC tt r r ................ iii -. ° (F R, OR R 1 / / 4-1 \ \ .Compaction in Final Backfill Zone a 6 Flexible Base Crushed Stone �.. �� � :•'•:•• / �/ Compaction of .all fill shall be at a moisture a rt / / ° - a A � .� _... ��, : .: �� _� . •, •'. •: • \ • content equal to optimum an up to a max. Z / \ - 4% above optimum. Each lift shall not exceed Y „ P / ................. . / „ Lime Stabilized Sub grade \ 0 6 compacted thickness. \ a P 6 4" .................. _ Structural Non Structural 9ed roPsa �' \ c ,�, 24 De th _ Areas Z f �� P Areas f -,� \/ \ \ \ \ \ \ \ / // Detector Tape � \ \ \ \ \ \ \ � / Finished Grade \ / ♦\ \ M W o % . ♦ ♦ ♦ ♦ ♦ . .. See Pavement r z ♦ ♦ Compaction in Initial Backfill Zone tE ,.., .: a= - u7 % /\ .. ♦ ♦ ♦ ♦ ♦ ♦ ♦ Section for Depth r � �,, �„ ;�:-� - Z � / ♦ �� ♦ �� ♦ Use hand tam ers or im act tam ers to .. �.r 3.:::w, ..._,,< °ls �� TYPICAL SHOULDER DETAIL r , , �r , ♦\ ♦\ ♦♦ achieve Density. Maintain moisture content 6" , \\ > fn I-- B r,/ r ,�, ♦ �� `� ♦ ♦♦ `� S near optimum to minimize compactive effort. \ 0 (n - ~ r / r ' / ` \ ` ♦.♦ ` - Avoid contact with pipe and maintain ., N c / / / , / `� ♦ ♦ ♦ ♦ a minimum of 6 i cover over e crown when L K / , / r / / ♦ ♦ c PP E ca N / r' / /' ♦ 'S rin Z line' using small mechanical compactors. -: : " .9 . _ .of pipe ♦ " 6 0 6 Y ~ ,/ r , m ♦ /' • Install n '.. ; N c o0 t ,� s a nd compact in a> O M o� 6 max. layers. Work in W W >_ / Haunch Zone Y v o0 �/ / \, around pipe by hand to :. • W "O <? provide uniform support. C C.M.P. O UJ M / P PP • ,.• Z O � 4" dd Install and Compact ". -! - ?� N (b Be in /\ \/ (Min.) a in 6" max layers. Bedding Material to V Level final Extend 6" Below ; • U o ►� \ /�/ ®or /\ /� /\ Bottom of the Pipe grade b 9 Y hand. Z W O ., // \/ // .. - See Note 1 Where the trench bottom is unstable, L s" Min.(Typ) excavate to a depth as required b the P q Y 12" Max. engineer and replace with a foundation of Type D material. Place n Pie U.D. YP and compact Ex. Ground to achieve 85% Mod. Proctor Density. This item shall constitute Extra Work" „ „ See Plan for Dimensions and shall be paid for as excavation. 8 Min. /12 Max. Hydromulch all i varies 4 to s / d isturbed . surfaces 9so \ / ��oi 12 Polyjute Strip - TYPICAL WATER AND SEWER TRENCH DETAIL TYPICAL STORM DRAIN TRENCH DETAIL as manuf. by Synthetic Industries \ or approved equal. /� / / / ♦/� / /\// Trench and embedment to be subsidiary to unit price of pipe. FOR PVC. DIP, AND TYPE K COPPER 4' WIDE POLYJUTE GEOTEXTILE 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS Trench and embedment to be subsidiary ON THE COMPLETED DITCH CROSS - SECTION.* D Rip Rap Channel Linin \r\ \ \� to main and service line bid items. 2. COVER GEOTEXTILE TO A DEPTH OF 1/2" WITH _ P P 9 \ / \ /i, ,.. �� placed on Mirafi 700x Fabric Geotextile Fabric (Mirafi 700x) SOIL OF GOOD TILTH. Note 1: Under normal circumstances the contractor shall use 3. APPLY CELLULOSE FIBER FIBERMULCH SEEDING i II - Type B material for Bedding and Haunch Zones. Only with III -I - the permission and at the direction of the engineer shall the e • SPECIFICATION FOR RIP RAP CHANNEL LINING contractor use type D material as shown. Maximum Depth Chart Using Typical Water and Sewer Trench Detail to TYPICAL I N STALLATI 0 N 0 F 4" s alvaged Topsoi below Geotextile see detail this sheet MATERIALS: Rip Rap materials shall consist of natural stone (Iron Ore) or other material Note 2: BACKFILL OF STRUCTURES When structures (Manholes, DITCH LINING Inlets, Junction Boxes, etc...) are within Structural Areas (as NTS approved by the owners representative. All material shall be on average of 12 in diameter, defined on this sheet) cement stabilized sand backfill shall be with a minimum of 6" in diameter and a maximum of 16" in diameter. required. Use Class III Material in all other areas. CONSTRUCTION METHODS: The channel shall be fine graded in a slight "V" Shape to form a channel for water. Side slopes shall be no flatter than 6:1 and no steeper than 4:1. A 6" Layer of non- reinforced concrete shall be poured over the fine graded channel. The stones shall be laid directly into the wet concrete to permanently bind them in place leaving a rough surface in the channel. The stones shall be laid so as to produce a single layer of stone and concrete of not less than 12 "- thick. _ROCK RIP-RAP CHANNEL LINING NTS ASTM D2321 -89 CLASSES OF EMBEDMENT 8 BACKFILL MATERIALS ..0 .` f 3 #3 Bars ® 12" O.C.E.W. Cl ill: Coarse Grained Soils with Fines. Native soils from f: ; : �•.: the trench generally do not meet this requirement. The contractor ( :.;.... may use native materials from the trench only after providing : -•�-_ �.=... ,. _ _ . -. -- soils laboratory test demonstrating compliance. •� •• ••• ' • •'• �"""' '•• 7 • • •• •' `' '• ' •"•'• Bank run sand generally meets this requirement SECTION C -C E Fine- Grained Soils (inorganic). Inorganic clays of low to Class IV A: Select Material from the Trench consisting f M Conc. Riprap g -�•� �- 8" �• Class B Concrete I medium plasticity, gravely clays, sandy clays, silty clays, - lean clays. This material must have a liquid limit <50 and e Slo V� C - - a Plasticity Index >7 and > "A" Line. See specification rie �- _ s, S (ASTM D2321 -89) for details. Cap End (TYP) 2' Min. . See : rable End of Pipe ? '� _ _ _ Class IV B: Select Material from the Trench consisting of For Payment - - - - - - - - - Fine- Grained Soils (inorganic). Inorganic clays of medium to Joint as Required i high plasticity, fat days, inorganic silts, fine sandy or silty Sch. 40 PVC soils, elastic silts. (size & length varies) I I 12" 12" Class V. Organic Soils. Material from the Trench which CONDUIT CROJSINV SLOPED CON RETE HEADWALL DETAILS does not meet the requirements above. All rocks, lumps, and clods must be removed from this material prior to NTS 1. Conc. Riprap Shall Be Included In Bid Price For Each Headwall placement in the trench. This material is only appropriate 2. If Multiple Pipe Headwalls Are. Required, Each Headwall Shall Be Constructed for topsoil in the non - structural trench. With The Dimensions Shown With No Space Between Adjacent Headwalls. Size a Sewer Line Water Line Sec. D3034 D2241 C905 C900 C909 SDR 26 26 25 _14 Class nc L 160 1 165 200 Size Maximum Dept of Bu feet 4 81.3 76.3 no 1 219.3 6 54.5 51.5 no 152.5 8 40.7 39.7 no 116.7 io 33.5 32.8 no 95.6 12 28.5 28 no 81 14 no 25.7 24.7 no 15 23.3 no no no 16 no no 21.8 no 18 no 20.5 19.9 no 20 no no 18.2 no 24 no no 15.9 no 30 no no no no 36 no no no - no ..0 .` f 3 #3 Bars ® 12" O.C.E.W. Cl ill: Coarse Grained Soils with Fines. Native soils from f: ; : �•.: the trench generally do not meet this requirement. The contractor ( :.;.... may use native materials from the trench only after providing : -•�-_ �.=... ,. _ _ . -. -- soils laboratory test demonstrating compliance. •� •• ••• ' • •'• �"""' '•• 7 • • •• •' `' '• ' •"•'• Bank run sand generally meets this requirement SECTION C -C E Fine- Grained Soils (inorganic). Inorganic clays of low to Class IV A: Select Material from the Trench consisting f M Conc. Riprap g -�•� �- 8" �• Class B Concrete I medium plasticity, gravely clays, sandy clays, silty clays, - lean clays. This material must have a liquid limit <50 and e Slo V� C - - a Plasticity Index >7 and > "A" Line. See specification rie �- _ s, S (ASTM D2321 -89) for details. Cap End (TYP) 2' Min. . See : rable End of Pipe ? '� _ _ _ Class IV B: Select Material from the Trench consisting of For Payment - - - - - - - - - Fine- Grained Soils (inorganic). Inorganic clays of medium to Joint as Required i high plasticity, fat days, inorganic silts, fine sandy or silty Sch. 40 PVC soils, elastic silts. (size & length varies) I I 12" 12" Class V. Organic Soils. Material from the Trench which CONDUIT CROJSINV SLOPED CON RETE HEADWALL DETAILS does not meet the requirements above. All rocks, lumps, and clods must be removed from this material prior to NTS 1. Conc. Riprap Shall Be Included In Bid Price For Each Headwall placement in the trench. This material is only appropriate 2. If Multiple Pipe Headwalls Are. Required, Each Headwall Shall Be Constructed for topsoil in the non - structural trench. With The Dimensions Shown With No Space Between Adjacent Headwalls. Size a Class IA: .Angular, Crushed Rock, no - fines Depth of Bury in feet is measured to the Flowline of the pipe. The concrete used for the headwalls }� W C C no = Not Available shall contain the following color t, s" Class IB: Angular, Crushed Rock and sand, well graded _ no nc - pressure class � to Little fines. P ♦♦ ^^ I 4:1 6 68" 4 minimize migration of adjacent soils. or no pigment integrally mixed according to 9 J V, 56 " - manufacturers requirements. c -'" E #3 Bar _ I� N 1•_2" 512 !!s Coarse Grained Soils, Clean. Native soils from the Chem Systems, Inc. #1426 Continuous o trench generally do not meet this requirement. The contractor BACKFILL CK ILL MATERIAL LEGEND " or approved equal. $ : • , ; . , • -: : ; ;;;.. > ;, Conc. Rip Rap may use native materials from the trench only after providin y 9 0 soils laboratory test demonstrating compliance ..0 .` f 3 #3 Bars ® 12" O.C.E.W. Cl ill: Coarse Grained Soils with Fines. Native soils from f: ; : �•.: the trench generally do not meet this requirement. The contractor ( :.;.... may use native materials from the trench only after providing : -•�-_ �.=... ,. _ _ . -. -- soils laboratory test demonstrating compliance. •� •• ••• ' • •'• �"""' '•• 7 • • •• •' `' '• ' •"•'• Bank run sand generally meets this requirement SECTION C -C E Fine- Grained Soils (inorganic). Inorganic clays of low to Class IV A: Select Material from the Trench consisting f M Conc. Riprap g -�•� �- 8" �• Class B Concrete I medium plasticity, gravely clays, sandy clays, silty clays, - lean clays. This material must have a liquid limit <50 and e Slo V� C - - a Plasticity Index >7 and > "A" Line. See specification rie �- _ s, S (ASTM D2321 -89) for details. Cap End (TYP) 2' Min. . See : rable End of Pipe ? '� _ _ _ Class IV B: Select Material from the Trench consisting of For Payment - - - - - - - - - Fine- Grained Soils (inorganic). Inorganic clays of medium to Joint as Required i high plasticity, fat days, inorganic silts, fine sandy or silty Sch. 40 PVC soils, elastic silts. (size & length varies) I I 12" 12" Class V. Organic Soils. Material from the Trench which CONDUIT CROJSINV SLOPED CON RETE HEADWALL DETAILS does not meet the requirements above. All rocks, lumps, and clods must be removed from this material prior to NTS 1. Conc. Riprap Shall Be Included In Bid Price For Each Headwall placement in the trench. This material is only appropriate 2. If Multiple Pipe Headwalls Are. Required, Each Headwall Shall Be Constructed for topsoil in the non - structural trench. With The Dimensions Shown With No Space Between Adjacent Headwalls. Size a ape L L W W C C 18" 4 4:1 6 68" 4 48" 1 12 5 56 " Moisture 0 t. Moisture Testing One test per Requirements) 200' of trench per 2' of fill For Interim Review On These documents are released for the purpose of review and m co merit under the authority of: Jeffery L. Robe P!, ,. ert . E N P.E. No. 94745 on 8. September 15 20 P q They are not to be used i for construction purposes. \ 1 0 1 Angle Sto \ g P \ : :.. 1 -0 ISSUED FOR REV EW w /Meter Box \ _ /• ... • .. � \� v I ,y/ o ? / .. ... AND COMMENT. f ,�' / cr / v cn 70 R. .w. L J , - I� P.U.E. 2 PVC (Paint Blue) v E/P R THR UST Y s " " I GENERAL WATE LINE CONSTRUCTION NOTES: o Q o o THRU v $ l v 1.5 x 1.5 Tee " f 1.5 x 1 Reducer o - `� m o - Q o N � � 1 1. All concrete block shall be 2000 PSI m 24 Usual I ° 1 °� I I - 2. All pipe will be laid so as the entire barrel will have full - - - - „_ _ - w�, w p , a] CL I bearin on the fine raded trench bottom. Bell holes shall be in o Lot Line �� 9 9 t I ( 1 -0 _ \ / cut for each bell &fire hydrant. •.:. ,•�' , '% . � - � ..' y 1 v °- � Esm t. Note, Use Polyethylene lene Wra .... \ v 3 3. Water main will not be filled until all concrete blocking has Y Y P m reached 1500 PSI. \ \ p• \ 1 / r / 0 Equal Between Concrete ..... I I 3" PVC / S Pl ug To Prevent Concrete \ I i .. .. „ M � 1 \ r � 4. All gate valves to be g //\ _ ( Pour Casing ainst E - " " .. From Sticking To Plug. / / 9 \ 1 / a F Stk . 0 Rin t o with non -resin stems. 9 9 \� --- -� = - -- 9 YP 9 I _ - I Undisturbed Earth L_ - - - - - - - - - - - \ _ /� / b. Mechanical joints complete w lands, bolts, & dskets ° z W ° w S _ _ /.� /, J P /9 9 Pour Against 3 1.5 DR 9, AST D 3035 \ E / i 9 z x � v � �(Duoe � c. Open coun ter clockwise (Left) Und�sturb � ed Earth d. Furnished with 2 Sq. operatin nuts. 9 e. All bolts & nuts to be stainless steel A304 or A316. ,.. ---� Max. � - ° I J 3 DETAIL 5 D DETAIL 5 E 5. All fittings .shall be mechanical joints, unless otherwise directed Inset A by field representative. PLAN OF PLUG THRUST BLOCK PLAN OF TEE THRUST BLOCK 6. If depth from top of operating nut to top of valve box exceeds v _ " SEE TEE & PLUG SCHEDULE) SEE TEE &PLUG SCHEDULE _. 5 0 .then a valve stem extension shall be require _ 7: Finely divided h free f k 1 exceeding e y d ded eart o roc , lumps and clods 6 # ( P '? _• le Strc Bronze Saddle E . P� p sholl be laced b hand, and compacted around the cast iron i / or Ta ee w Corporation P Y e P pipe L P " " ��. 1 Angle ,Stop to a depth of 12 over the top of the pipe before backfill is begun \ w /Meter Box by any mechanical equipment. Water Service to be 2 8.. All thrust blocking shall provide a minimum of 2 square feet of clear of i Ditch - rea of concrete on undisturbed soil, or as directed by Y the engineer. n 9 o 1 Single Service 1.5 Double Service TEE & PLUG SCHEDULE. ID in. THRUST tons C (ft.) A (ft.) VOLUME (C.Y.) 3,4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 16,18 25.5 2.0 5.5 1.6 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR 24" I.D. PIPE AND SMALLER. Z 2. ALL BEARING SURFACE OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE Water Main LESS THAN SHOWN HERE: 0 HORIZONTAL THRUST BLOCK SCHEDULE f% i r-% 1 w I r A I w -I- r n n r 1 11 t'1 1 r1 1% /'1 e% e I A 1 /'� �T M I t-T BEND SIZE A (ft.) B (ft.) C (ft.) E (ft.) G (ft.) VOLUME (C.Y.) 9 0, <6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45' <6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1, 1.2 2.2 0.5 22.5' <6,8" 1.5 1.5 1.5 0.9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 11.25' <6,8" 1.0 1.5 1.5 0.9 0.4 0.1. 10,12" 1.5 1.5 1.5 1.2 0.6 0.1