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9h a l l a t t e f n a m i n!mace c oat �� R�: N TKVSIpN q j\� D MO TRD r,•; ,,
3. 000 P9I at 29 days 8labaronsti j strength of 9ETI' ORI) _ v$� .-N`' 'vlo"'
x ` Gl,RITY .
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Na ltrxurt slxe of gSiVregate�, 3/'1 1 • 30�0o P91 1
W0 . t►i . rh.J Y E AIiD OF COUNTY CpQ �.
WOOD*D Min• bknnrr� S q6 5, �, ,. /Poo P•�•� 1 ti1� a. Ivt'�e el ?p0 i►�, in �• csPal►le o! rI- ADE CO • FLO � OF "� `
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io 1 LINTY � ;t ;
Ulu" in occo'"OK0 dth re-oh pct 'trl„I�(" ponoble A-fctivn RMA• � � lA ,) �l
'C,N N'?%, )...S D �� ,ref 'f n t1t �i ' +% �!
8ha 11 conlortn C.-VA 'F• •G,. • • y
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t o J1.9 T•N. 11-613 . Tha $oath ;
continuous reintorcrd steel 30 b0radleln•t�r�p " �I►' v Irate +)!�1 Dire' +t bcl► Io F1aridlBu •
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C 1 ear rover o m i k t rl .��e 711U. 7U rl r a Cody.
I D e• a n rCo j i n t o ro i nQ 1�h a 1 l b• n i mua,• I ra. l�r'lLI e or i, 'y irti 1..1 j���0� r°e,+ti k he Y 2V=AW to � w �' a n�caa'°�''�, �a '�. • i'
� • ' '. . , " .�14% d .6044 • • , • • I 1.' • ' Formed tac•,r 'in contact •with �•arth $ $ * • • • 3/4« rha ►,ore ♦A.►� w 10�i,� AIJUTTIOjYY3 , I. • .. 'i I
,�' ' Unformed laces • • • • • • : • • . • • 2 doors. t Al r 44t 0 "Wt I�. 0 : 004 • • • Thr tenor to' . . li
gilded ►nine meek s?te 1 ) contorat to / . • . . . • ► . • 3 I t�Je vhf in tare 4,41 of• there, W" of• 101»•, eJ�. 1W1 ! W e _ t' • bi II
I . . ; R1'}{ 1195-79 F cAs Itth 5/a Ilk � e . , • . , IN . il 0 rilla r•r t tl ! rot b Alt ti r i th i1 r•• L .tta,a`
Shall be p1aCeQ on ' le PP 1e �Vr !I or 1' rich I� •�}F. -) \J\ 1
I ., to ^6 ' • , `,, '• ' . .• `, I \ .',,
,'- •AOtr ned iaunedletel be ,, non-organlC coil , thoroughly (rvN " •X,Wor, of 11My* 664 r•+woroJrre or or�r , i, , ( '
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"checker y 11 tore concrete it poured , rulxw►»• Th+�e fount+ �reinl ' t•+1 er at IrRetn� • , N; , 11 ,
• ' '• exceud a b�QZd eequeltC• each segment of which in I Rock Area to &,4nt.h bolt vrted h .tJ►. �t1�ke �� • . , . , ' ' . ' ' ' • '
um r a 1 I r , 1.
It , irt' an ons d a e of 62� square !t . or 30 1lneor to ►rr Anti•! ruch 1c•rl► nJl� },.,intJ1 i!I•ctlrel►•rr, !t 11•cir 1 . 1W . , . `�p '
' _ ? y lroCtion.. 5,� out oNd1 ro�1J locli,rte �e e11e j� �opvt�ll� jr.w tl,• 11 0 . V I u.
•'I' 711 1 foot !n y , remove if ins. -� 4--+ s:.e tl1aJ1 Rurl 'I►al• :��
9 deelgnsd to beor on t irm send 7. I' ,j ,' s . �'
♦- .{ roil capacity of 2,x00 P9F. with n sate �I r�► tlul I' fl �', I
1,.� . !►Isla , Pr 0 �Ar �'W'WI-k--l�JI-l"11 twR . �'r� ' ,1 1 �' . , I
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.I.. MM" la�c1�e P w`p o e o t the r try I artid " n t I��r't r o I to ck Al , , . . f ' J 1
E �'�" r 311A 1 1 con f orra to A 9 p � 'I ' (
''i s`• welds _ •T•H, 11•-361 Dolts to b• 11-307 roil Gor• o t,}, 'iR rood �.t `I •' , fi
nor to be E 70 • Pip•' colwnne to be filled nv >> 1 i 3 b th►cJt i �
, ,, Concreto and co with 0 ,
�'�,f nlor>a to 11.9•T.1't• A-s3 {ty.g6 K9I ? / c�i NAtbrt�iji �°*�lr, t+ith the AAIri ;' .. > '
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I b, y s ` 5t�ird 2371, . ' ' I t I
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F i ' ' .I ••1 v the wtl•le IO ckxti� a d•r K e h r. �, �, i i� � "t r r h n ,ic p,r tln� o f Wit . I � � 1,f �. � :�� I,
1 and beck t i 1 I to bo" .loom co ��• 4
inlmuro o ,
'. , of the maxiKUra .denrrlty at 'optimum virtu t 95k 51An, •,�rUtutl'ti - 5z M Jv�lior t ►
>i alined by the otondard proctor test r• er d•tar•- c a►�+•,l 2�7, ' • �' .N �I ')111
' , c orrr I RLl' W- a "ll b I bl IA 4 .end• r,; , , , : . .1
rtik 1 e t 0 th I t n+ w a�t �i 11 e d tmi 1 erg ttr�.,, 'f fr... 4006, -• , S �
I: , �I�� rJ►•rl Art thI 194114 or! r Ire■ Use tracks ; ' • • ' ' ,' � ; 'r, , ,
• ./Al ', • � - . ,. . 1' .. hJ x+11 t I6 t1J•� M " tt1 0 te' Loo h t�l tjte Y• , .. • :� i . ,. .I. t` �' y
�, ',+ �,,'::; ;;,'rte; , Al2 bearing mock units rhall conform to 11 . 9.T.N. C Cnlrl Ke>jtl,rxe �►. AerK' `�trnlar,lti Iw• Y`vr•cId : V..
li
tande i t rho 0 1 oa -90 A1>
% rd ep•cit cn !on [o l I w d bearing concrete lyoi ls0�J1 ". . „ v • ;
masonry unite Harts contoru�ln to ' .I i
I r%1 1 •�pe •1)/« Q 11. 8.T•7'i. C-270 13• t j .1.41' + 'nmyf�v
,�',, 19. ......Front ' 1 .... I ,
' '?�- k44�? door tcoFl yr ,t'' rh.l 'bI otl�Ill Ilth a ' , +. , . • 1 ` +, I`
" ,� T o i d 'Q " YA{0 0 1 ,' ; ;
EJ f.; r o be de qne anq tebricatlsd fn accordance with the ! o+•• � ' gr•o:1 Prool,cte: (or I Ara -�• 1 :...; ♦' r ,• ,'' , _.;,;''l
: ��' �at:ional design r ecpt�Qho .for. rt:r.a�. -yre�e_. _ _0000., rv1 =�o.371>r 1 as Mnld.r No• •5704.1wtitoni�_. 00_00 6406 ,.';. .� ~, "'-` .Z.77i kvrnl3e�`3�nd"1Fe ast;�ninye 1 by the• NF'P111 Twos design �; - ,�►,y ' `�,. I'
1�;'•` be sealed by, reQisteryd prolerralonel engineer• ��•� ., ;;j' •;';,;,4 ;r,. �'l
�' l�' � �,,�,,,,,�� _t!Y i iL v�tfrr•••rl Q.,..l.,_�... . / r 1 r I
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t i`'.� 1111' slander'! llunber shall .`.,,,, "' ' 'I��Nr;' '•�'t.•, ',.'; :,i,* 11 b• douglar tar with a inimum � � ;' '•" ;i� i! . :' t abet• stress of 1000 P91 or !ro m t ' J';. t
r ..s.%,11% { Othertillr• noted• I Z OOUth•rn pane, u1t10ee 1 Yh� r � , �. '•;t';�'«t'• 4444 1` . I be L : .
yy�: lwnber !n contact with cone to .-• . 1 .
1, - ''ti, or masonry •hell be pressure tr••ted • 711 t structural o` ,rt•� 'ti ;'�' 'l•ri:� ^'f,, •1 %':•.' "*,L.P. I lumber shel t hnv�► R1lntmur>, titer bendlnq !b 1600 P3 �"Ad +� . • . ' ;.•'i . ,:• cr c'� - . ` j
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