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<br /> IT 1 o IRRIGATION STRUCTURES PHASE II ,
<br /> 'B. Ti �• �” / E" ROAD FILE SHEET TOTAL
<br /> N0 INDEX NO YEAR N0. SHEETS III€
<br /> � ��" �� ���• � � E-33 1965 6
<br /> .510. 874/0
<br /> k P/Qce /B;r24:QC.P /oss14V qd L EGEAID
<br /> c bars
<br /> /r2/e> FL. _ /09.6 /
<br /> t
<br /> oyer T3 S T5 S T
<br /> 6"q. Q
<br /> Place Sl Co. Beech AwPole0
<br /> ,� ,�
<br /> / Place .24,x20 ,QC.P, C/. Cimi/s of earthwork #f Spocers b bars �—L
<br /> /n/ef FL. _ /08. 9 r a /8 t
<br /> See shf *6 fv- de7o%(s // �k r' [ (misc. areas) clearing
<br /> NOu Const ,S/eodwo// 9ru66ir�y ��edroir� in/et h Sideedroin inlet
<br /> o Sfib 6449 �� Ste she¢f 6 - 4 bars ,� �� - p P
<br /> for deyo:/s /4 fir/. fi//et 25 4 d 25S
<br /> �4 Spacers 06 /8;
<br /> !4(,7-)18
<br /> 190D Complete ''\ s Invert E/e% .25504 "d" .253 Option/ const
<br /> joint
<br /> I ex/st s7h1c7trre
<br /> Slope //4 —�
<br /> ' /2
<br /> - ,
<br /> 1.00,� /VOTES: �– "
<br /> S1`o. 86f3Z50 T "
<br /> I v /� / c rn, a '� o bars C -�
<br /> Coosz` douhle box calved e Z Earthwork �misc. area�1 coil/ reQurre "
<br /> " G "
<br /> j ���e'�� C? Y. importtd borrow.
<br /> C bons N 6/ born�r
<br /> See >his sheat. for defoi/s goproxima7e/y 500� ,; �'j/ � 48 2. J"/zP�`and lonzo'lOn Of eX/sfirlg as oL er S Y �1ed. in Seal
<br /> 1 r underground sl`rucfures ore 9 a u e /
<br /> C Coof over 9"A99reg4* Base. F
<br /> P/ace /B,r24�PC.P C'loss III 85 9 /' P/pee /8X20 �PC.P, .Ill aPProXirrrofe. Dekelt- h be oh/itero/cd otter NO C//-,/ /ONS
<br /> /We/ FL. /0
<br /> = 7. S
<br /> T YP/CAL SE C T/ON
<br /> / t FL /0T9
<br /> . a roadway sPaved Q Y,`
<br /> 3. /rr�gat/on foci/ifies � be removed 1,���FS
<br /> by others _ 4_ r2 CUL INEPT 2E TA IL 1 a
<br /> f A10 Scale, ' sc s
<br /> �. �ctc�- •— -- -� 85463 - — —� � •
<br /> 777 iii nY
<br /> r
<br /> I t, l �. � � i €
<br /> l
<br /> : �0 85fsf7 P_LA.N I >,A..e'. . e- •..w•.. ..ee•.. •...s, .,.e,.•..•d,.?rj::.lt:�' / I � � ' '
<br /> I l .d �•
<br /> STA. 86 +32 .50
<br /> rranrf� barrow /;�� Qros dui%f .�45f O��Lfli�rl� SiJ�C .
<br /> I ESCALON - 6ELLOTA RD. '`� Df Uro dor f� '
<br /> ('� (+ 1 ` SECT/Olt/ X X
<br /> &S CS Do1un7 1 Scale : 1% 20'
<br /> ' ca e
<br /> X/10 S / I
<br /> N
<br /> .Srrrr F� tW SPA N 8
<br /> 14 �, 7p 14 CONSTRUCT/O/V NOTES
<br /> x 1 t I
<br /> I ,
<br /> jj
<br /> I Exponsion IoWs : None in inver/ a/o6. Uader cover
<br /> 3 t 113 HEI GH T
<br /> _.. .. . 1.. H CLASSIFICATION L3 J
<br /> II I less fhoo soon /enyth, pleee f� ezPons/on Joint
<br /> STREIVGT
<br /> 1 12 d t { 1 1 fi//tr 1n X�p slob area' side wo//s divid/i�g MAX. FILL OVER 70P /4
<br /> I Z ship ar au/srde s/lou/oyer Ldsder cover more Top Slob Tr 932 I
<br /> 7hoa spore length, place exporrsior� /oink irr o BotNom Slob Tp /O /4
<br /> 1 III lop s1b6 pod side aro//s on/y Qf 30 G
<br /> I t
<br /> 7
<br /> hh € 1 } t U cceafers, anal odoril'iono/ Joints as direcAd ai•
<br /> G ;
<br /> s It t Size • Bar 4
<br /> 110
<br /> II 1 10 by ybe Engineer of /ocofiond of chonye o.-' O i
<br /> ._,. . r 9
<br /> t I fcunodah'orn cho er.
<br /> "'g ( Spocin �
<br /> 109 p I
<br /> 6
<br /> 1 + 6 t+-_..r _ _. s ... .. S/ze• Bat 6
<br /> 109 b
<br /> IOg
<br /> ------
<br /> 08
<br /> � Spa in 9i�
<br /> v o r ► a -=--- --�-;- 1 I I br L eng/h "b" /7-/0
<br /> I
<br /> 107 l i { I� + t �- Length br" /7-//
<br /> 1
<br /> }. *. ._ ._ ._. ._ .. . . .... .. . + .. _ _ . o, Size: 6
<br /> I
<br /> F /Ob.00 r , } L. /06.tT Q I c c -Bat.
<br /> _ _ t i ,� __ t I07 Spocin 9/2
<br /> 1061 _ , k- t _ 1 9
<br /> , I
<br /> I ' L e 9th 8 7 '
<br /> � s q I
<br /> I 1
<br /> 1
<br /> 105 i 1 d "Dist Top S/ob-Tat. No. 8
<br /> _- _ . M__ _.._.... .. . . _1__. __ _ __ ....____. _, . .__._ a . _. Bots Baifo S/o
<br /> L_. . : .
<br /> } - 105 � " � b- Tot No. 8
<br /> { I + n R
<br /> I 1 I t F °e" ' S/ze:Bar 5
<br /> 104
<br /> t,
<br /> 0.0-5 Sp ocil)q 9yz
<br /> Spocers A/umb� 47
<br /> .1031 I ?
<br /> _ t P
<br /> - -�� • � ._ _- . " ._h � �....�,. _��.-•"..�..��_�.�._-�;, r .. � _. ,.., . �,. } �, _. � p Concrete: C. Y. per /ire ft. x/56
<br /> l FL 142. r I I I Reinf :Lbs per //n. ff. */99
<br /> a 102 e II � 102 Areo A //2
<br /> o Hydraulic Rod/us R /.87
<br /> 01
<br /> !
<br /> _ -4 .
<br /> Wi-
<br /> r ......... __ .. 1
<br /> a Neutra/ Slope % 069
<br /> 100 ' factor 0.206 I
<br /> I I Entrance Capacity Oio 9/4
<br /> Ca
<br /> 100
<br /> Design Discharge a�ioo /506 '
<br /> I
<br /> uantilies ore for est/rnaling only
<br /> 98
<br /> I
<br /> G t"LE V AT 10 N
<br /> 97-1 97--.m ....
<br /> ,
<br /> b
<br /> 961 -_ ccr e
<br /> • 0 A � i a � ' � � -.. - -.
<br /> i
<br /> 95
<br /> 95
<br />
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