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/IV il��N �1�0, *tl rw r v a vo - NOTE: Add extensions as n0c""IlY to 40hWA top Of oWe &nd Invort I . M a Pipe Shown 4 On Plan$ : , I � 8- 12- 0 < 2i 0
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/ elevations shown on p4ns. I I-_ C I" Clear. <'Normall .I-, - ------- �� Cwb Return . 1 1 47�1 - - -_ *I- 0 0 �
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_;i�___________ ____________________________ I I I*) CL '!%. , . ! -----_� Add Ok 4 8 piagomally :
NO ?424 CAST IRON 0 le'l . , *.` 2" Clearance 3"Radius . I are
PARKWAY GRATE "_�__. 2 04 - 2'1,4 - It' - 6P � - .; .. I Around Pipe \ - . I . 0 1
___ __ _________ __ 4 :.:*. '. 6 .1 i, I I xQ>, , to, ') If ;_-V:,- [-UP: K, !
� 4' Q OPS 112 p or I I - I .
WT its--- ___ __ ___ - __ --4, ____ 1 7- 1 -4— -4 " ... .
- __ .. ".. ., .. ',� ..'; :, !!!::! Outlet Pipe (May Be In Any Wall)
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NO 2424 STEEL I 111 — . ..b 1. 11.1..: '.. .. . ..'.."'."..." IIIIIIIIIIIIIIIIII 1:
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*1 26 �4 wy " __ ---. - ----ql- - - - (J" U . . . / Handica P�a n NOTES; SECTION A -A Scale:""-I!O" � " I .1 I
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I .1 - _ _q 1. All Fabricated Steel And Accessories Shall Be Galvanized. wo ..t - I
NO 2 424 TOP Sf C T IO#,4 4-1 I ,&"- PA�'Vll,y) ��Cj Slab-& cu'[b...__.___________,__, ______ --- - - . QJ
OR EXTENSIQN " AVAILAOLE WITH OR . �D�C_UTE CAIC-r. ----,-- / f / 2. Outlet Pipe Shall Be Trimmed To The Final Shope And Length Before Concrete Is Placed, I -- - - - � - --- -_ II I
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��/Cti_ k _6 - - - - __ _ _,_1 11 WITHOUT GALtf . - � - � 1 X5 "IV, 3. Floor Of Basin Shall Be G'yen A Steel Trowel Finis I h And Shall Slope ,From All Directions _�, -_ ( I
� I ,---' , "--" AMC . (C' �-) --- )�/ I Towards The Out , I � . 1. I 1\ 13 I .
. "� I I I I ,._11 .i - ---. %---------------- __�_ ____ � ------- - N lei pipe. � � 11
I � - . � � - i 4, �,A#I,-- 4. Walls,Top, 8 Floor SholiBe Reinforced Wilh*4 Deformed Bars @,e" 0 -C -Both Ways. A J::X54,,1( 0 1, ------ i
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N 5, Concrete Shall Be Class "A" (6 Socks Portland Cement Per Cultic Yard.). . "" 6 f? - ,:, ��V_ :: I�
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/-� -_ A. NO 2424 21 /> I ____ --- - 4 SINGLE GRATE I.NLET STRUCTURE Ljj�t� . 120 -A \ (y
I �, SrEf, PARO(eiV OR TRAFFIC ; I �_� . Oate --All - ;h . Ii , I %^ I
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'. I - -11 CMARr * T -P SE'_1IC'NS ANO BOTTO04 SEC- — ___ - ,4____ C10tXrV_1I_1 4E�IIAILIF_ I 11 I
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"_� [+�,,,-' ) WITH 5" WALLS cDt�, r G') I, -I'- __ �ze,IL�6 I I I r I I.
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Catch Basin catch Basin . ,41t 1 1 1 1) $0 -
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NO 1212 CAST IRON -I':-,---- -------------------------------------- st monhwoo � - 5 14' __ -1 5 "' � 24:'*q, 6ON6 WALK -M" ffiwl,�H .. 1. 41
15 _Itl�� - I - - ( - 11 Fro",* & Cover 11 i I (Deluxe N lon Tenn's Net - 1.
PARKWAY GRATE I I 1/2 1/.4 - ----I - I I , 10
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. *,Z�4 I . "4 - ;Mb,olmeath � r__ � L 0 1, ;h P'-as6c Ccated Cable Model # NT -360 Plastic Coated Cable
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et� *,. - >1 40 1212 STEEL -1 I .- - . N . . � I CAINCAP-M "O . . . ..... S 4.�" A � !, \'
1-:41. TRAFFIC GRATE ii� -7 __ - - � 6 - I 5- _�� - . I... -A Z11 T-?nnis P-3st- -- I
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k lk4 6 - __ _. Allormal: l'i- - -� i.1 -- f 9-I'till'of C0.1% 1. : . a Cover 1, � ..t I.."tor'..'j, .- IV .40 - '. , 1.j� I L A. Stee:c,aft . ) �
T - 3,15 - - --t- -- - -%.r I 1� Manhole Fir ome 1. - Yil';z � t-, 0 � Tqnnis Post. . ,
W 41 . � - A I \ -1 :, L.A. Steelcraft I
NO 1212 TOP SECTION cross .If ,1111,10 a . . I � I -0;! . � % -W I -1
1 41 11 . !!+ .", ,� i -i I
0 . to I .21 - A CE . ?I . - 'a Model " TP,I-ZT i I 11 -T
<1 b*(4 ?a . Alhambra Foundry Cat Ltd . � l .. 111' -,-,t . .
OR EXTENSI Ori . T 0 1 � pr.,.*(,-.,Oi,���-JI&�w,r,t�,�,%,g%$; 77;".U.!lXr!�M --- I--- __ L I - ) (4 1/2' D I A ) .1 I "!['11, I ll� - I Model 4 TP4-Z .
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! � Wl TH OR '. G . No. A-1170 . : -'T'- I .. . . I N , .. k*-* %ha 111160F I I- 11 ti I I
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- - I- - - - - __ AVAILABI� E 110 .. �n . L I I -. , - , _ - - — . ...4r.'i.v t , [i!I[IF li!iIih, it J! I If, .- (4 112" DIA.)
f J1111,40 .. # - .. e�,-'I//'- - . 11 t - ", C11$011� : , , I iii I . t 1,I!, i,4$ It �
. . . . ,v , Tennis Ccurt Surfac ill I 1�_ I': I *�!J , I! I ! , . __
.
RAME 11 .1 . .5.. �- 11 I 1�1 . . .. . .. . i , . . . w I . . . .. .- 611. _�01` "i ., t:. �J. e I k. I ".. � � -; ... , . . " .1li.141i. :.. -Tennis Court Surface
a . . - . . . .... w ., . IQ. Is I ,,l - 41, . I .�I.. 11.16.1. .1:1 .!. I I �. 1. ILA 111. 1:.I.. I
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SEE CHART 0 .9 'k . Hoops 1, A - - 1. L / \ I . . . "'.. . . . 1. �. I ... . . . ..- . , .. '. � .. % I ( 91�r �' �, I ,
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\ I 1 ,_71=== I- , T , * : .0 . I -- -Jl_ - A III I I 1076' (,OHF?V.,ZP %EY_:49A1)f_ : .. . .1 , , I I I .*1 %k - , 1 So IDLA, X 42- F -� ��- !
I . 4 6 -.t v N 1.0 I It 6 #T L 6 v ,5 ' — I � A I . . I .. - .,.,. - 1. . ... , .,. ,.- - 1. .,; Cerler Anchor Net- I CL of Court N 1; �,
- It __ - I ywi - _�Fl - r - __41 I . - I I I . , ... .
- - ___ — 0 . 0 1 � 64MI, ,^� Z
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J a . A.. 4 I �; - I - - - - _L_ I L.A. Steelcraft Products, Inc. . %. . - I- 6* 1
1 __ 66W(_ CM3 U rpw L I N rf 31, LJ I P01 6n�F_L Model 9 NTCA �
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NO 1212 STEEL PARXWAY OR ,w . = . l,'. -2 _L , 41 VV % .
N9 1212 LOWER 1__'__, 1� 1, .. S � -I- =1 , A 1`_ - ,V - 44"doo I I KXM rIM15H TOP' I rA4Z T'F?OW EL F1 W 1'5H, it
__ __ __ - __ - 1-1 -1 -1-1,, " �, TRAFFIC SOLIO COVE f1_,�_-:____ . . f - - 6 - 4 A \ I I I I .
- - � -:_-_---_�-_�- - I o - 6 I -
_,,- --, ARK W A -_ �-�_-_-_ -_�_--_-_ 0 u T CONE� HALF -SECTION I �
, I I AY _____ __ ___ I I . I
�_ - T, '-�, -, `�', w T - 21 P 7 I - N 2 - - \ � 2 1 1 ,
I Y -VT -M T ,�' - _--_--_:_-:-_--_-_�-_-__-- # 3 ,n I � Pro -Cost R.Q � I �) I
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: I'). ___�_____ __ --- I t SE�� M' - O'F4' - -4 -.\/\- 1% L.A. Steelcraft Products, Inc. is available from.- 11
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;�� �_ " -_ I ..&-----_5qA,qf -- , - � I
I I � . . 1 TOP RMS -S3 vv'*a I __I-- -"*' A4MMA FOW4" 00 = M I
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� I I "`�� T 0 19 a �____ , - __ I I _ 00 - CoSt FCC) . A r- , -. - —44*1 D I W. . A - U'71 1 , . . . � , Hanson Associates (714)542-5617 < < � "
. SEE �HART , . --F I '.. �Zysat -;-- � I I I .
. I I . 1 -4- - - . NOTE s
" . --- . - t" ____.!� 0. �,
1-11 ZO I 11.1 �Vz I I . , , - I ZVW - . Not to be furnish" I
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I 0 1 0 wile" called foor In Concrete rb tte r
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\ I: I � % 6 splecificatiom. ,
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NO 1212 LOWER SEC rION - K -O SIZE VARIES rop OR I 0 � - � 0 1 #_ -6 - . " %%*60 . I Tennis netting M
__ - - -------,-,- "I ONE EACH WALL EXT I 0 4. 41% I - 4 - - , . . . , � . 6 . � It . PLAN I/Z' 1, !�� � 14 � (,/\� V ,�- -� E- r . i 0 0
1 5EC'ION HT LEI$ VA I LABL f �X- . .__6 - �v , & _:_J 12* M,n. 12 * min. I d�. I, . It __� . L4 I-V
-,,� 'I-,' __ - --o , ____��_ ,_ JOINT DETAIL 'TOP . TOP 0-
-
� ,,, 1212 T6 6 104 No X-0 (____�� 4'-61A' - __� . . I �� - - I Povement,7 . Z:)L r k: V If I l,,J i�� - C, , ,,,�� ��p �y,k . = I I
�� ------- P"T!!!a_f_, - - ______ `
I 11 1. Cl" " , NMS i,,.1! -;o -, I J\b Z
I I I 5 Concrete .T-- - MWINU 6 0 . I 4 :, F I I -L r_`lf:f_:. ; I . -
. TQ Id ISO "3 - - 4 * , I -
1212 loyllel I L See SId 00041 Has. Ill. 1136 114 * drop & I , . X__ . . 1
3 ___ a P , . 0 . i (14) N11 1-1-flc- J")r.v\J0'J
/4 1212 T 12 .. .. . I - )OKNen 411*0WIS &,d typical k,"<l,o,,1 1. . . - - . a . 0. .. I # 1
12 1 12. 208 L 0 , 1, � IA. 9" P �� 1(5. t,- I LL1 0
__ --------- __ - I I L Eccen", cwtoo may be v"4 .n lift a,I 0 i ., 4 - . 1_' -
0 . J ,:,.
i I I , o . E P HT LBS AVAILABLE . cerwont* co"s. , -_ - '. 0 410'. I .. )". .
!IIV 6 ------- - -------- 1 The W-00 v000toteft poor -1 4 060coe �01 I
, I 4 I less -*" 14 -ow More W -W 24 toba�* "tt � . . 1`o__ I I
I 2 12 ,_ 12 I 7 186 W/ 2 5"X ld' K -0 TM ,,, r . -I-- - -;�,, N41. -
) - I - - - - ---... ______ I . Wp" WArOtoft step "I 00 pftt:44 i - Manhole ,Barrel . P V/1 11 I %
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. I I SEE __ I 'I 2 L I 8 � 16 293 W14 __8WX_I 2 K-0— � I i �'Q .- - 4 be -40 *4 lop of M60#04 W4 Woo . . JrR - - III,
.. 1 1C.RT -------- ________________ - ��_ -_ U I --- - - N lora,* I ,-of . � - . I - f\f If-4,'_,FA\Lt.1-\JI0H (-ALJL-K CD <
I 1 1212 L 28 28 435 W/4 8" x 22 " K -0 Z=_3".1=-=1""` I I . �� �� �_� 11
- - I . . . 11 - - - -)( .. I W
____ --- - -_ *� -,, - - --- -1 _N I
. -_ A V, � db 0 1 ALL, MCIU_'�') "i.!�l (_,E -P -q . 't',"I'l � " , ,� , ----.--- __ _-, - IV -_ I " � k
. I - - - I 5. All #hIs "I be m,ortw". W . I . . � J I I �. . ". . 1�. �% I � . , . I
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.
"I I I . 11 � - __ -1 6. �/4" IV. -ton $top or 0"11< 00011, "I NOTES' SECTION A -A ,it IV - 31/2" � hole - - I I � , I . / . I I . .
.2 ASTJ11 rN, A.T. C-476, ASTM ry" ii - - 1) - 1 1/4" � 0� (1)
- I h , ,I--- . . \ I I
�, I Gro4s 43756. IV SAME AS ( XIS TING - 3 "min G 6" max. - , Ill it I (Z
"I.. 8 —1 . I - ;*.(A V)4t, �; I I.),-./ N t, F_-��-- I[ �: , (��: � \
I �_ 1-1 I I - — - ---------------- -----,-- - - ____ - ___ I . 4^ . _ _/ t . I �� () M I 1. - . %
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I . ,�� ) to Tripe S" ------- - - - . , � I r- " o .2 P _�t,,e, I (b / I 9 - rr -_ C C
- _:::� . . � I � . ",i,_ -t W
I Ini : )f- #. Fir *:A F�E�,' ---- I-) C. � '(1 / f - - ____
4_� i 2X 12"C.A-rCH BASIN e -W tp-1 I . .1 �u - , -) N' r I �') - - � : - I / (D I
_< \ 11 W 91 Top f4all ,( ) � . - . . A -for. - , - ,ore,iol 1 e I I . - . I . I J . ; � -
- - -_ .
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1 26 . I . no FONTANA CAJFORNIA Or own By . SC. . I . - ) -, It 1/2 X 21/2" x 1 to tab 0) I I CC > 0
� DATE _ _. _E& . . . �Jt - I L � I -0 I L) E. [) L-1 .) "14 11 (_) I I - r- /111 ,/ - . 4-
-
"_ ,,,, 30* 3 1`1 2C I TH 41' WALLS CITY OF FoNTANA CALIFORNIA Df Qwt� By - '*'- -'- --.------ STD. CITY OF �1 �t � N . � � " -_�� I (D L
I 40 d rV161 I ked By - to be welded to flango\ / � ed,looMa
�
e -I STANDARD PRE -CAST MANHOLE C""c" ft . _e-�� '-TD MANFKXf FRWE & COVER choc I P,,LLVII`A� Jr -1 ',-41I1_d1'__KlW AVJ-/'Vl'1_'J-!,) ) , .
3-8 84 INO 1212 ,417�j: ,�� - DETAIL I A 1-1 Anrw __ ;Q >'e;;1I17,&J : 9) �, , 1_ I ��! C - � . " I , , - <
- Of- __ - 11 � to 11 I I
_?r.rrr1V_ Vor-fit _"`V1 - " .. f r rrrw___� .1 . I -- - 1 1 1
- L , I X 1 1 .
AW!l �_a_ I, 0;,. I
0�otq - 112 . ., Pt___�kF_A:_1EP 11, 0 , -,- /4 1 .
1\ -_11-W__ - --- -1 . , . __" -) �__ .
BROOKS - �__- � ER -1) % ,� q�-[, i;�-kNt__ FV111C K(+_t) J, �_ , . . . . liiiiiiiiiiiiiii� . Z
[I( / /2 X 1 1/4' 1
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. Reinforced Concrete for 6" to 24" Pfpe Approod AND REJNFORCED CCW_FkETE COL ovolil L� U TO bF -N . . _ � E -Y � r_,r+, , , IC I 1\1
j � ,-- -. -W
L A __ -------- - __ L I — scale: I'!% I' - A-20 .. 1, �� \./ I X 80#� / !
. . , ..., . / - 1% . _. __ ________11_- -
----,--------------- Scale 1 14, 2' 1 , . I 0� `w I I- C. I �\-N<�f-AKA-�-`.[_ ,,� 'r- 1/2" -1/211 0 hole _r__<2> : - . J- - CO (J - e
- - ,\ I , I / - 4, ' Bracketto be - - -_ - " -
I ,::j . ,7 "I . I . - F -)l,,j/\-J- -. I -- � ,,- � _Xi� I steel flange with / --- 9 I .1 - _________.. T \ - "
\, I - . t 1�, 11 I T C\J � . �', 4 -77 1 �� 11 - I I
I C0 C. - - I ,A -1 � � t, [: � ? 31/2"0 hole in center-') -_ t I welded to 31/2- � Pipe- I 4/l/ " I I < 14
I
q. �? I I r - ,. - �Jjq,11!. T_ I /. .. 11 " , I
Catch Basin I - - �0 4 ot-T,�:', A "-, ( I I ., ''I I'll /I . 9). or*
. 1� , :, N, - L�,,�� �, - I- V�, �', � I,\ " .1 1 ,,I � r- 4.__ 31/2"O X 41-511 . I . , . IJ - %, . W
) . I - Im" - L ..-, , A4 --- ____ �'. . I., , I W (n C: I
Manhole IV tManhole Frame & Cover I . � , - T E , (7 040 X i I I 1 1 � -
N .1. - : 15 - . . . L 16W/_1 I [-, 1'. �J')t-1 - ,�E � OF I - �z . 31/2 _51/ to __ Xf1_____" J/ , I long galzanized pipe. � . - . . . I , �
/I . " -_ __I__�
I I I - . L 2 �_ - - _ --' . :: � f Y M
NOTE: Add extensions as necessary to achleve top of grate and In (I . y X ",\ 1/. , 'A )4�0 1-��C)e,_ - tz)_� . . !I �,__,__-,�_ - --
. -, elevations shown on plans. . � I, I . 11 ) long galvanized pipe ..'', 4--oll
11-1, ----I/,- - ,/� - . N - \ C� L L , . 31/9, . . ..., .. ". = Ir co
� .� 11 0 \1�1 . welded to flange I I 1. �.. � 0 LO C .1
I I- . Cap welded. - � Pi - 1- IL- ...�� ! . \.,*k . ,
_,f ;,�t 11
/I/-,.-" r __ (,, t! 40 11_i/XL, ) /�_Tfll, Fif-17- - . I_
i . - ' ) L_ I I ,.00 - * i ; . 1) � . -1 61 < cy) C) �
.:_, ___ F - , ][[V[�) I'(D Fl-hWIFILE If % . " 0 .. I � .1 I . I
. -.111 1) I t 1� 1%, I I L01 C,-; N �_AtI,` t1__ M W LL
P, . � -4Z _ - - Z Conc " / ,� I . - I I
f 0 to__,�Hr) AOD CAF - '_ - I I -- 'r
, - I I,,) � I $��k I .1. . . '12" 31/2"0 X 4'-5 ) 4<\ ,4r ,,,e_P`,,-�f,'/i v -,l` -.-- - - - - __ � I I t
,
-rff -�Af Note: All pipe dimensions shown are 9 Slab/ I I -_ -, I I - - FW ,V -
'Arrl,-1 r,D �,, ( �� E -TD I (, I, I � .,4,. 1 4-1,
.
, . F -"I/)(- I " in . long pipe with bracket ./ . ,
I -) - ,x t- (- F (-:-� . , I . _-T '� )� ;'I<, /*(' � I I !
I �� � Q( - . . I I , outside diameter. I . !
. - L/ . - 11 - -- I I -
, I , ( / '?, f ,�: � . 11��
<-- Ic-IH 1114-11, �') It,� (,_, r I __ - I - i q F_+,)�-,,- . ) \ I I
I
J ,!,�_,A] I ill � ) b_,[Lff-,� 10 ox F_K0\)IL,tE_ I A I - I 11F . . ...... J to . I 1`-�)-L-Fy�-;, �A r 1A I!-,,) - II___ -
I I 11 �. - 0I I 10 - f--- No, . I
- i
I \ / , �� lej� i ,, �5 . _%, 6, . ,��; F -,;� - -- Pipe bracket dimensions Should be .�- 1: i " I I -1
I . 1, t I
r__ - Fr� 1'. 11N\J I 1_1 I I F! I
-A . I -, I I �, - I ;
,,, . �) P : --
t .1 sfightly oversized to allow for proper ': . . I ._�,
. *19 __ __ \ � --- . 1. I L. V. I 0 , I /. I I / I— I --- _�rt4k"! AIP�.A_=_ "'.. ". ,. I
I ��Ir— molo.-_ -_1 - 111 r_1 - _. - -_ ... o I � r -t I fit with lock tab. I 1, ill i 1. .1 I I I .. I i ,,- r, " , .
_Ilr_ � 1. :1 .", X I I ''I I# 1. � _ ,. .1
. /N I .1 �l l,C I '. . .1 � . i 11 , � . .. .. I
- -
f�r 1,211 7) 0 �., I I � I I . . ��
-1 ., . - , .
9 - 0 . �, '(X - �, All components of traffic barder to be I - , - --- ,-- -.-------- I .� , i� L ",, , , 1'� ..
zo - L, jL-Afl- 8" � concrete footing . .
" ________ -I--- j _- ),� f- -lE-, . ___ , ) " . \ )I I , I
-
I It ir�,__ - �9 Y� VAPI 1-� ,, O,q --vf' -10 _�_________ _-A —,.---- , � - V _', I I . ,� ,
- I - - -_ . --- .1 � �__ ---. --- .- --- ____ -.-,-- - - ____ — -I__ --- -1 - " I . I .. 1, 1: � �
t / !,,3 1 11 1 galvanized after all drilling and welding A1__.z,1----- -_ ____-_ I k - �irl-?! I/- 1 - - .."N k\ 1. I
- .1 - o . I - .... --- _t . , �
t lor— is completed. - % ,41 I I _ --, � ____ ..-C- - -- . - - , '.., .
t 6 W), ! �,,, 1-2 0, / I I .
\) - - I .1-k- I __
J . V - - �_ __ r '. I- : �_- .� r,,- .,�� 4�, -Aw. , 1. ) I
III E% LLETI KJ 50N�P 4 Si n section _11 . I Il! _,101"' / - " . _ _. . I -., I .
.
� i (� Q I'-, /A 1 '-51/2" long �, t%,.k
14 I-10 I I 1 4 ;
t. - II I I- -.1 * . ,�L ?it,- - I # -----+ 1'_��,'r_op� '0� f"�� Ir -I �, " . . I I . I
AMWX I , -,!,4-,- /h�, , -��,, I . fo" " '.
I � . galv pipe welded WE .- _61s y _-, 1. .,.,., .,-.-" - �
. , to flange -_ �. '\ I; // / It
I . I 11 . . 1. I -I \ "I " 1", - �, ", . ,1� I-
. ' .. � 9:1 \ , �` ------- (k�
4w-, CA'5T C6�ZRL-T � 51.GN.- H f-A\J 'T- �ANV Lf_TTF_Rif�6 ,�-TYLE-fo / 6" thick concrete drive approach with I'l ht broom finish. . VAI I 'N j i 1'. Ik �', .
`�A5T-F-P . , � All exposed edges shall be rounded wit% a finishing , Traff ic*_ Barrier Pole . - 1. Chninlink aa - leonis cQurt = A .-,-,.:-,-.
. E FINI'�o C , 5 E12 Uf:17ff k`�), 'TIM Cy WTH - . __ . . t , . W -----.-----.--- . ,
,
i
iy
0 ,.,' L%Z_ I . M EOP qAw - I tool. I I - 11
, To ff- 0) 16 EF, I V r_t!r__% I - - ( n a
I (,AFITAL,-,� fl L4111"Ll L'e-'v-,Q '\ �51 U� . "I. I � ,_ 1. I . . . .
06 -P PL�0 Prfl� 1 Mp EVP� .121 r -r--- - I .
) L/�,/ 4 . I _-� - -
--
I I ra:)Il it. 6 HAM rl!g �R6t5i rN-",\ . , . Date; 6t,::�T, a�,�%Qrs,� I
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x I q I I _K
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I �, .1 /F IM _. I - `(�, I 0 if I IR Izl_lc:��I� F`�"k�
I . � ...., 4, a . i q Z I = - I - _. _11 - Control joint, . , lylp �;l Design; r. t4iff��
� I I . I I . a . __L L, .
f.'. . ./ Al �v - ---- __ . It Ir 11 -
,
It, - . I - - . I �. - If I*, I'm ,,,, �"L '_11 171, 1 �
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I I . = 1.1 I I I # , V I
11, I! [,t __ . , J� ;- Z,�',�- - - . ,#"" - 1, , I - __ ,��
Kt -Ir", F -,----- 0 2 0 0 ; eKV0 �
I 4,1 _� V .. �121 , . q �V' I i* -10�: I :
; ETTY � � :I I.,.. .1 . I 'to - 4. 4 'r , I , .111 I .
, . I . - - - #�.,
I- - - — �_ -K 4. �'.,, C: I . .
,
I - . -K.C, . . . (10 = ... - - % 14 - lf-.�.' . 1, ,W Q) � I I , y/ K I I -
- . I . -1 0. I I 14! . 1, - %" f .I_- 0 Ridge varies -see plan . ,111 I .
., . ? *A I I 1. � S -,V%*%- : ,� .0- � I VK
-
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� I :.Ill .r.. � ". . . I .. .. I . � . . 1. . — .. . I . ... . 1. .01' . 9 � I \ N 4- 0 -t-1 r. � . .b . .-IX - _. \ 71, '4 x pdrI, on the basis of informatio i compiled and furnished � / III "
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