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HomeMy WebLinkAbout31 EDWIN ROADx 0 NEW 50-10 H.M. DooR W i2' W!DE O.H. DOOR NE Y �1 i NEW 6" METAL 5TUD WALL a 16" D.G. W! 32"� G.W.B. BOTH 50F!5 F � R 12' GMU NALL i I / I 1 i* <' � '# , � J ' is :,r�`v •'�{T�� 1 i'• .� - t " ,,* * .. �, ' ra37 i��, R f r_ K � +�3rTM�•r��;s�ri���Y'f/ '��s*mow �? � �F����_ iE��:►1•. �4 ' -f% tt �i��✓F �.t•.. r£t ,''y 3ti X' r .a fd a y . �f r. -4 4 - a Y. 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I i 1 I I I r � NEA FOIJRED CONCRETE 1 i MACHINE FADS 1 g4rlor S4 I I r I I I GMU t`4ALL-� rJ� �� STAIRYSLI I I— u-- I CM HALL J MEN5 LOCKER OFFICE I OFFICE ROOM r� `' _' r 7:n i J , M 7 L v SHCWER + , � I I �, "`,'^� ``;t►� /- �� II 7 �' - � �� �,��-.:.® .._ �� .. ._.. �" a�J HALL HALL aZ* `� ►ti, f E, r't. 4 .�s�"ii '° �p� * +'rhr c=a*"k '-4"�"oak i=1 i T— l _ r --i �---� I I ►ram XEN5 LAB/. LUNCH ROOM I OFFICE LOFFICE OFFICE OFFICE 14 �n f —T T j I i x ELEC. II II II � � "NS LAV.ro � I OFFICE ICE y��y OFFICE I OFFICE I BEST e+'�°7 x y x <IAI 5 �s rfjjq „n } 1 ,{.- f.; '.. Y ^ ` __ "Fa `3.t-y"n"d- „4?� i,y ��. 1. •1 a: �,��,r �.. �_ s : + 1 e• 'y P • y ' + rr aN✓ ± *' r _ F' i .. Y ` -. r jT..y� ;P y �,n . a. ��y� �3� � . •� A.aj �' z� dr '' ,!. r - f. " a .. � } - +• ,r 9 < . � y y'+K.£t .r.a '�.�',�, ' Y` , X' u:' .t"S ta. � t mo t _'• • c•' � :. r � ' r-.�� , i� i'F r�r9 ,y,,�� t3, -"'` a. f �. r 1 • -- ,Y �� .k s. r" H Y ,�y*}q �'r �x `�j�,�.�q r ✓r r ♦ � a . y< �� � � f 2 ,; } r � � , �/ i� � ,4 . t�f�c:r„-�rt`��' �'r t �`� �ru `r'3�• y: ����qY✓�.,, ,.. b�, ,;S 'r �` rr'- ,`q�'` 1�;v'y 1 '!r! K 1 � z�' i h"rN�. 7�J,+' `'e v 4 �' r >l. � s :w �i. �Tr 9 w�..�Wr.• . Y kbt,4.,i•t", p.�r'S. r , in i '° ' .4 '�- t �• r'. - R. K ilk F: -' .!.yr •""r`'. it�N'1!:�✓rr'�' •, •+"'�'x.':.:!•� n �� ^7 :`^`�:":� _ r. fit`. .� . �,;a;..�°'; •,ti ,2�„ at ,�, " Tf .•6r, 4 l L GMU HALL mo _) : fAN. LC 5 T i I a 1 OFFICE I OFFICE OFFICE OFFICE u NnEx OF �RAI�!N�5: I 51 THIS 5HEEE7-O\/ERALL FLOOR PLAN 52 ENLARGED FLOOR PL ,AN5 r 55 KBA-7OUNDATION PLAN $ DF_7AlL.5 .r 54 RO�'f�RY KNIFE-�OUND,�TION PLAN 4 DETI AIL5 55 5PEG I F I G,4T I ON5 CONTRACTOR'S NOTE: ALL DIMENSIONS SHAII gE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENCING WITH ANY WORK. u Z c I� r� u � v r Z _ II cc c Cc c c a. cU (Y L E_ ^. s7, W 4 co co W Z I I W L W Z z � L�2 w a I c G to ry l7 i III w r . LLI c E zJ ham~ v E— �••• W � � tZ'J �V r Z Q E. 1 4 E- ! l L W G e st SHEET 1 OF CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CON iRAC T^v R. ERRORS OR DISCREPENCiES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENCING WITH ANY WORK. U z 0 zI w o o � E- o W C� cp W � A a � � v Lo W z W a Q d a � f A � o --. 0 0 cc rn a w r~ ui U1 z v �r E E-+ W cl:) z CD H c H � ram' � w r-, DWG • tt PL SHEET 2 OF 5 1 5Q'-4�11 Q N II 25'-O TO NALL ! i D � G 171 i t 1 • r—' _ Y Ir-j► I , 9 f \— DEEP J MAGH! NE LE :5 / I pEEP , TOF OF NE;N NtAC H I hE FAD iLJ - �i . I=LJ G Ll i It r L 70UN:D)A-"iObi FLAN 5/e) II ^ I :—a 11 SEOT 10N A 111 _ � I_011 �" GOMPRE55!VE F!!_LER EXISTING GRAVEL S�GT.ON 5 O EXIST!NG� GRAVEL 5E`.710N , ✓;I�VVIVIV�w � 1�.•M EXiST!NG GRAVEL P° _^l� mil\ � �\��j\� �f• 1 �k. i i 1 h'" ����' N 5" GOMPAOTE 5TRUGTURAL FILL ✓{ } 22 #5 BAR a 12 U.G. 5 22 i. #5 BAR ® i2" O.G. y C #5 BAR GONTINXUS TOP $ 507. .� 1.1 ,Y V)i.i 4 .4 '44� S;AR1 ✓�IT at• .IN- e!.-Y3:�",. L.. #5 BAR ® 12" O.G. 70 #5 BAR a ! 2" #4 BAR GON7INUOU5 a !8" O.G. 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Lw•w '�' n . d ''+i •'.�' r A t � y } :.,�,, � 'YStf i ,^� ?4 It _,, �•s ' t . -f r w• i t t ,v y t ..'t '°y r' at tW �Ytir .F ' A• p y ri �i ,. _ n+ yr ♦ �1'•' 9 � '..�' wa. _7{:� _ i -. i; . ?k.P �d _z. i f. .. 1 'xr I I i • �' war s r— — maw — — — — — — — — — — — w — w — — w it — 22 TOP BOTTOM 2` =5 5AR ® '2" G.G. �O TOP 51 5 BOTTOM 70 CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO STEIGER I ENGINEERING INC. BEFORE COMMENCINGWITH ANY 1NORK. e ! �I 0 q p C I p Cam) cc cc z W t:, cc M to *ti O u Q � co V � W L I pr cuyyEc S�PQ G • S a No. 17313 4/C'ENS SCALE /:I K DATE . 11/15,�Q6 DRAWN BY 3RH REVISION : F•--t �i Q E— `4 X, U z �,•� z x o C DIM. SHEET 3 OF • #6 BAR m 6" O.G. TOP 6 BOTTOM- #6 E3AR a 6" O.G. 28 TOP * BOTTOM cJ" EC,, ION A.41 NEW GONGRETE WALL---. \ 12 #4 BAR DOWELS 18" O.G.—•-�.� 12 \ �° GOMPRE551•t'< E";LLER� I O;-2 j" • CHAMFER (TYP I GAL; 22" WIDE X 7" DEEP TRENG;'iE5 FOR <^O' ROLL TROLLEY 25" HIGH POURED GONGRETE PEDA5TAL-- 41-7" L I CHAMFER _ i (TYPIGAL)— ............ ` -- -- ---.-- i s MACHINE� r _.I BASEPLATES �� s � � YP' 1�_. � • ,. ` �- v a .. a —._ - � ...—_ — �. i •yY J� .� 1 - f 4..,'. � 1 '"^..,rsY •.C.:� � '> -f a�'C of-n' r �+R+� / �. e a x {ICY`- kr,� -'i � � +� aF i�. Kul• ` , .• �' :eir.Y� � !� I [ s 1 _ L � e � . CHAV `•!�" q� ,� 1, r �. 1k_ ;y � + —+ yy '.� F ,�,.- „ ,/ ar. -'� � a (I I r 1GAL% All #h RAR Ei h" n C ILA i BOTTOMTOP 6 _. P 50770M �.�1����-�'.�.�+�-w!!R:1 rA, AR �. MMi �`�.r. - � .11f1.M:�[fR ��_ .�• r t M. .�f1-�.rr:1J,: -� .1.r 1 - 'w'A�w•�ri-� fib' 1r - •iO�" DEEP PIT m 1 CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE MELD VERIFIED BY THE CONTRACTOR. ERRORS 1 OR DISCREPENCIES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENCING WITH ANY WORK. � J U(I ZI _ I O f '^ V 00 Z CL` Q,J w u W ZI _ a . M�1 w W Q cc ! x ?" to 00 w t71 w �I E_ WI U7 w L; t Q � w n J � � 2 � G 13� G7110N 57RJG7I;RAL FILL k'_ Ili I Jl. I SHEET 4 OF CONTRACTOR'S NOTE: I .,-�-,,�l I ­"ATIONS , I E `1F,' F0LTNDA.,10.N,_, �sp, u u +� ,1. �, "; a Ir-,�,'`qy S4 -,A" } •• *+ ..ter `t �(� » K ,"'Im-,I 1�-43 9 I. !' 0 i • 1 I 11 11I 2) ALL CONCRETE WORK TO BE INACCORDANCE WTTH ACI 318-05. NO COLD WEATHER CONCRETE WORK SHALL BE PERMITTED1 '+r `:� ..i � 4 #.; ^ 7 CO'\TCR�ITE f y�SJ�.' ti tt>! �.T `:>'k�:lv"ice-" xl+; =__ ,__' I ) CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE UNIFORM BUILDING CODE ' A I AND ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST APPROVED ,;' -. { __ ` EDITIONS 'I I "'� 1.4 a. r i?. 2) DESIGN MIXES SHALL PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES, AS INDICATEDI �� _ • ON DRAWINGS AND SCHEDULES: �,-._ - - - • _ - '� 4 J. �L h.*l te�, F' '.k� 41.4 it m .-,.. -k90a bS 3) ALL BRACING, TEMPORARY SUPPORTS, SHORING, ECT. DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE '+ �'"�' `; fj, CONTRACTOR AND SHALL CONFORM WITH ALL APPLICABLE CODES AND SAFETY REQUIRE?v1ENTS OF ALL GOV-ERNING ��� > . 1 AGENCIES. ._ 4` �r:�t ,� '!��414 is 1?F7 _k�R-��•y rs'-°'�fiti•'- ;_'r?v.#.,h�.5a•'�`'4i xr �{ x? .d'i-fl l ~ may. la. iv[,., 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES AND PROTECTION OF PROPERTY `', a , ` Q,} ��'; ��_ T T T - +r +� : rIZ`uk..• bi.' �a'€� ,e _Y'. STRUCTURES, UTILITIES, ECT. IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL AGENCIES. � � � �. �TM r��= ,• t r �� -I ­ .. . S •• i 8 .. ,, 1.w vt T - "i` - .. ]S ':1. , 141, k C. v r n u 7, .„ • ff.yy,, :. . .). -, X •k'S ,,. R•, wtr . .a.: ` '. a :}l , T t_., -... ,w� .., .4>�. .� IL . n4 ♦�y�, "s ,'s if. .Ea `,. .N'. :rA•��'a• .., J .J'T'F ,_..f. ..� ONLY F. L' T y 4 LSE NO W _ �,+ i ,+ RMAL EIGHZ GG .r► . - A REGATE �.. ,.. , ,,ar ` LY *,. ,r is j",' {. ,: «. M.r r m. .^ a• ,g, •.:,i' ! •1. ��•> •s > a A. ._:y .iw n.•' e' : �t�5''�i, ',K } rC2 x l°�s: . ,•: +': 'kt.:.a r :` ,ir is . s' `,',�i -g - r ,y �. 1 +` ? w,-_-_-P ' .� . •. - w__ , - I x � w.t r 't7 ..� ^ r ,y. t +. �#3 ` ' r 74 • Y„F' a l: : i. t + y y : 1 , . 'yam: v '� -it%Y _ � y,. «, t• :i P. r I. _. .�. ",fr•.. ±'-,-, R'. '''a Ill*�.�'.3'Gi ..,}1'4ta = 'r.. .'}t". 4ti M Y'k >.,k >_ .fit+:: s: _�.` - �C :.''�}�' i {+? .. �'+'� , _'� ' :a T 1 SUBSURFACE C OND TIC S :,: P ;.. ;,; ;: -, � ; r, ., �: = l zz4 a�, ":: ; 3) USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY ENGINEER. _ �- _=�� : , , j-, - -- _, .� USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT " T v T,` r �, ' r rye Y1 4..h.� ter•i T , 1 �, ' '�, ; „ _sty ', USE CALCIUM CHLORIDE. USE SET RETARDING ADMIXTURES DURING HOT WEATHER ONLY STEIGER ENGINEERING INC. IS NOT RESPONSIBLE FOR COSTS PERTAINING TO THE �,� � r �; _ " r�.� ` � ,r. �, <Y UNSUITABLE T , .,F�.. x Y: »:� �h. `.� .--;g4,�,,", -_.,,` WHEN APPROVED BY ENGINEER. ... -. _ ... r: a DISCOVERY OF MATERIALS, ROCK LEDGE, CONTAMINATED SOILS, �. � t �. � . Tw .; _ �f � .: I `k,',., .. � �. _ �� �4 ' ;�' �f rr.+4 '�. •... C.^},tx, '^ e� '�� .'- J3, ..-„ti-.r :'[dr,:' . .�. a:'''J'a.. :.:r •.., 3' -rT , .. rr" -✓ .._..,_g-s -:-. _^. - ., ,,y.r. r--. - p( -3 r ! T cS,.',, 1 r . • , :. a a..r,I ftt " . ','.„5 .:,. _ •• L•.�A, r. .:. ,. .w,v ... ... .,. }.. .. .,P. y"�'.:c,.••. ,i »_. ..31'y "�''f. - :. -.. _ ,. _ _._ "4? -. _. ....._.. _ i HAZARDOUS MATERIALS, UNDERGROUND UTILITIES OR UNDERGROUND VESSELS 1., ;_ ,� �z;f . "�, 4 CURE ALL EXPOSED CONCRETE SLABS WITH TWO COATS OF "KUR NT' SEAL" EQUAL OR BETTER. , i �� _ �w a . ..�.t�j r r .r}• �+. !¢• �. .;+ t �1 t�` „v ice.• y . T „ ,. _. w ... ' "'�.:. .. _ . • _-0 ., T ,,-, ,.gin !. , + << , 1 .. i - -. _L'•'� i--A::'� .Aiui.: >.•ue -yy� x k_ {r _- ar .._ 1. 2 SOIL BEARING C _.• , ,>, _� tip.. : - � : a , r `: - . , �a •. 1.• L E CAPACITIES ARE ESTIMATED TO BE 3000 PSF. f ,.� � �.t � ,, ..•�, �;. , � � ,� ,' � ,, "* �,� y, gyp; I y •.. '!.Y'. 'i }`<7`.4�_.!r+'%'..F _..=dart«.`l;.a ..v,. �I. fib.,... .,r;�. _ ..h .., ,t,. -. x '-.... 1,[, ,�':s vim.._ .. ' . ! `� , } , ',.. 5} SUB'�ZIT WRITTEN REPORTS T O THE ENGINEER OF EACH PROPOSED MIX FOR EACH CLASS OF: At ., a .x ' ' MALL CO�VTTACT "DIG SAFE" AND HAVE ALL UNDERGROUND UTILITIES = ` . "�a - } _-�" � `": - ` ;•' 1 3 CONTRACTOR S. #,�,&�1 - ;� a:y �1 � ` -,_ _• �• CONTCPETE AT LEAST 15 DAYS PRIOR TO START OF WORK. DO NOT BEGIN CGN('RETE . ` " '�' _ '���"'``T ~ £;: PRODUCTION UNTIL MIXES HAVE BEEN REVIEWED BY THE ENGINEER. LOCATED PRIOR TO ANY SUBSURFACE WORK. �TEL 800 332-4844) � ~ .a _P , ,. w;, ,� _: _ ` fil 'I; I � , �m 5 , {: `s 'µ�., 7i',. ',;fit 4'° +yH `_ •ai �a-:,i. >��_`t:r r. �� _ -� _:r •a''"�`lrh: .t + ,tl+. '�•A'l r?:',L. ,'` S - _ - 3r 4 y ` ' .. ° ' r �� .� •'• Y •' - &,' _1 lr`: 6) PREPARE THREE (3) CONCRETE SAMPLES FOR EVERY THIRD T�U�K LOAD OF CONCRETE SITE-9 . _ . r , ,,{{� .J ! `Yr� .4 `,,. ,. 6 :.0 S•d'. � -y .k;. 11 f s� ." � ram;)" l }'i•FS * J�'•.,y+�-:,.,Y'�' rM .,,Ty,.'�^.ty `'� ,R 'fit` :►•. f a s; :.5 i : � , DISPATCHED. A SLUP TEST IS RE UIRED FOR EACH TRUCE. AND AN ADDITIONAL TEST L w� '',<. LtSi� . , , i:. _ a`�, o., _ - : a, '. ....3 ,r• L 1 , s i %"" � , . r :,. 'y4 . � .•r ,;a�• j' - - ,�`,;';.-!' _ . m,....t.r.. - Q E T MAY 1_11, r� r 3 ii ' T T ' . 1 BENCH MARK ELEVATION' 10U.00'. (TOP OF EXIS'T'G FIN. FUR. SLAB fi^�' �'� - _ '� '• BE PERFORMEDAT THE ENGINNER 5 REQUEST. CONCRETE TESTING COST TO BE PAID BY OWNER. rt ( ) 1 }y .-' C s.-• .. •' w•., ,. J .� !..•. ^ ,, a - y��: ' . A .. V.,_ +,�•. yry1g4�: -,� '.r..Y ..- ,�.. '-.:r : 1i?�c � it,' ' 43: ••�4 ` '�,1' "'i -. a , ��•T 4• /e.C.. �. ♦. A J ..1. ,.Y„ r. ., _ : .. ,a >Xiw'1.._ ,. t .- * J a ^.-.: ���1 we c+• -F `:- ' 2) THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCATION OF '_- "; �� il�,-� � ��y�_� . - ��),;; a �� �� � 7} CLEAR CONCRETE COVERAGE FUR REINFORCING BARS SHALL BE AS FOLLOWS EXISTING SUBSURFACE POWER WATER AND UTILITY LINES AND SHALL PROTECT- �� v } « '� _ _ �J ' T + �, ", g {x. k" •(.73 aC. i,, y ' , T il\I , ! T !, .F yw `{: THEM FROM DAMAC7E DURING EXCAVATION AND BACKFILL OPERATIONS. ,: -;` r ,` �a � CONCRETE EXPOSED T13 EARTH WITHOUT FOR.ri�l - _ ..,. r •_ r t.. +'�` y �t Y `' FaLc 1 yr! - q }� +�; � K d• -o. r:: w.. .ry .. +. ry n , , , r t fir. �.,�-n6 3} DISCREPANCIES BETWEEN THE SITE AND THE PLANS SHALL BE REPORTED TO THE f .� .< ►:{ tl , t' ? �� CONCRETE POURED iN FORMS BUT EXPOSED TO EARTH: "`" . ' " ,K 3'; Y. S ENGINEER BY THE CONTRACTOR PRIOR TO COhiMENCINCr WITH THE WORK. ,: a� .` ; � ' 9 i , w •. ,. ,< �� a, t '`w.a R I, F ri �` i J: '-x t h':• f1..'i+, B . , #5 ARS OR SMALLER 1 1/2 ,v, �% . �, �; �: . , 4- y, .. BARS LARGER THAN #5 2": .t.: -ate. , ' 4) THE GENERAL CONTRACTOR IS TO CONFINE ALL WORK WITHIN THE LIMITS OF WORK ' ; '' P >' it..' '� 'r " '` r r T T' ■ - i . .'Al r , . �e�,, p 1nt ,t,ff .`!4$`- a E.# ' 1�5ti- ��GIF �°t`�" �AA1i � r.���� ,• .. A .`r . AS SPECIFIED BY THE OWNER WITHOUT IMPEDING TIiL NORMAL OPERATIONS OF THE , r ` �.f _-�. 8) PURTLAND CEMENT SHALL CONFORM TO ASTM CiS�, TYPE I OR TYPE I I. AGGREGATE FOR ' ``�"`" " '1. FACILITY � _ -" t ' ."` i OR CONCRETE SHALL CONF T �� �, ,� ' .. =.i 4ill-,.1r ; ar, _ .T :.. ., _: , y Y -' �- r . .. ', MAL WEIGHT ORM TU ALL REQUII�EMEN1 AND TEST I OF ASTM C 3. :I ,'�- .a t j ,.h 4 a CONCRETE �1IXING OPERATIONS, ETC. SHALL CONFORM TU ASTI�4 C94 AND ACI 304. ,- ., + _.. �y "' � �- r>. 5) CONTTRAGTOR RESPONSIBLE FOR PROVIDING A WORK SITE FREE OF DEBRIS, THE I., J, ,aa � ; : 1 "`�'� f �. T v mn T + ,y+ {- + y , , Pi" C ' : 7! y et _ CLEANLINESS OF THE SI►�, SHALL MATCH THE PRE--CONSTRt?CTIO�, CONDITIONS. 9) ALL CONCRETE SHALL BE CONSOLIDA ' , EDP BY I OR FORI{ING ►_ �; y - A I'll"'_ C LY j� JRKFD ARO '� 4 c�4 D THE REINFORCEMENT AND EMBED DE ,�. _%10 , ,. r.. - - a*.a HAS' C R0 TGH A'i_ ON, "PA ING T DED �- DING, RODD ,�. _�k. r• a:# �,r,_. �. ., w SOT ONCRETE IS THO t f '« ;. } J__. .� _ - `,+'..- - ✓ Z-'u,:.. ;,' -. , . ,;4..r.. ;,, yis:. } ': - - ` r '�,. Tn . r a . a `�!I `*� , ..` ��y, ��.d, , �. ,tea. "� ;,:' - ,. , , , ,.V� ITEMS AND INTO CORNERS OF FORMS WITHOUT SEGREGATION OF MATERIALS. � ��; ' F `� ri ,: 'y ram"' ,:mot k r . ' ,F �:- r' i .._ a y ..... R .. . r. , '4•'� Y•'• f�. 'i.s x•. - i. t. 'Y.. t., 'SG b x - . T ,,� '"M. .. v ,�.. y } ..:+, , a.a, v , ti, . 't . . fy ... _ _ ,'>e-c.. +R.+ `, 5�� ...''% '' L`d°', .. , ,. " .r : ..,, <,. , w, �., C' ' - .`?` , .Z. • .y T .µ , . '.,. T T r r EXISTING UTILITIES YES _. _ _- . . .: ;:.. ". ' .,. ..- i0 FORMS SHALL BE REbiOSED IN SUCH A It4ANNER AS NOT TO INPAIR SAFETY AN] -, ..-., w 'Ya -* .. _f ., , T 7 T n r , b�` -,` _ _�'i'd 'i �rP -.�, T, , _ T . I ,� 'r , r SERVICEABILITY OF THE STRUCTURE. ALL CONCRETE TO BE EXPOSED BY FORM REMOVAL SHALL �• . , ,_ 1 CONTRACTOR RESPONSIBLE FOR LOCATING EXISTING UTILITIES BEFORE CO?�STRUCTION - �- : T , T • _� �:' -'*" _'.... I HAVE SUFFICIENT STRENGTH NOT 'TO BE DAMAGED THEREBY. RESHORE UNTIL 28 DAYS AFTER � r ' ' BEGINS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILTIES. r. , T m T ; , , , ,; . - - , ,� , `44 PLACEMENT, AND FOR FULL DURATION WHERE CONSTRUCTION LOADS EXCEED SFECIFIED,:�W,%� _Y,,}<-�,e ;tf_ .jc., ., 1 T A r w r T _ SERVICE LOADS. RESHORING SHALL GO�vFORM TO ACI �47 ` r. „�;� . �- . R, �.:- _ :� 'x`?.' : ; pia �� �... t� .Y: ::' ,�� :I.>� �"S - ,'. I M T . _ -: ' `S:: , 0! . J ". : , •'�i_. ,t, -' N*4 �s . f j ,�.'.� S •.. ' 2. SPECIE IUD UTILITIES TU BE Rs,LOCATED AS SPECIFIED BY' E W - r _ , _:,S.r . �.. ,_., � TH 0 NERI � . � - / , �y j/ :�Z; • j + "l:.� ,� � 0 ' .,l , F.•�'- l,� ,. •,.''�• .Y- •:''I'�J4:� �'Al ...;i�v' �' i-�•4�. :`'... .4, .S '.S. , t,, C .?h ,•( - .,;.. .. t: ;peg -�. a,- I l THE CONTRAS CONTRACTOR SHALL DESIGN ALL FORMS AN S �l :r.. d . . I �. ., D UPP RTI, G SHORES �, �,.. �� , .d, �. ,. " .k F ) 4 H , ES I� CONFORMANCE , ' :_-, ' -. WITH ACI 34r. DESIGN SHALL INCLUDE, RATE AND METHOD OF PLACING CONCRETE AND xF ,�t;; ; l.:`'; . " D E 0 LIT( O i�T , l < `: '� CONSTRUCTION LOADS, INGLLTDING VERTICAL, HORIZONT_�Ia, ANTD IMPACT LOADS. (FORMS SHALL N-' ' - "K a. , .'7 w BE SUBSTANTIAL t1ND StTFFICIENT'TLY' TIGHT TO PREVENT LEAKAGE CF MORTAR AND PROPERLY �1 ,', �' 1 ALL DEMOLITION SHALL BE EXECUTED IN A FASHION THAT SHALL NOT HINDER THE r� T _:�' ) BRACED OR TIED TO MAINTAIN POSITION AND SHAPE. ry " `e -e , �Y,+Y, T T , , r .Ti' ) ,n r• rt�., , . , x.. ..^r ,=�'�'T_;11,, �y.,e.� NORMAL OPERATIONS OF THE FACILITY. GROU,vD WATER SHALL BE DIVERTED Y, . p `iF: ;a �'. ,t.j xjS} , rr:x ,t r xr .'. a -,rs,,��r- DURING ALL LEMOLITION AND CONSTRUCTION PIiAI�ES. - �`��'j�',�jja•x;• ` !•{7 i;,:"+• T _ .I . -+4 •> .kt .ice, r�'+a oaf - _ .f• 'r<Y" yT ' •'v � T i 1 i 'Rt { �t ✓ .st, .�.>+=iC ,•d i4'L ,r, Y > X`' 4. 1: . K �_.A"',i'Ya ':'.+ - I - 'o'`:Y%_i...t•,+wr,�'F''•�' ...'�r`kr'>.•.. 'wr' ;•'1 -'y �-�.K '+._'��•*. -'r REINFORCING G STEM+L - _11 ' " , 't �; , 2) ALL DEMOLITION DEBRIS MUST 73E LEGALLY REMOVED FROM THE SITE. DEBRIS 1. - Y r ` . 1 tip," Y ' , 133 '���x TEMPORARILY STORED AT THE SITE SHALL NTOT IMPEDE NTCRMAL FACILITY :4CTIVITIES. fi -Y•'• y.. i, ,'_ C,,• , 1, .1., ;•.> t X- 11.1 1) REINFORCING STEEL SHALL CONFORM TO ASTM A6I5. REINFORCING TO BE WELDED OR N _': i, ...:f': . y'� ,4,� tt ,, :;� •.s-.. d �• `tip' :�_` � ::._� !.-- w. 3^ a `" ,l,. :r t::: ._ .s xu ':, 't511 .1. ­1 � 1 ' ;� � �.. `�4 :± ,- ' a TM A706, GRADE 60. . _; FIELD BENT SHALL BE AS . , rfrgrr':-;may, ,44Y L F ♦'` T ' '` �' WELDING OI' REINFORCING STEEz SHA 'V T EXCAVATION IO 3-. . _,,; t 2) T . T LL CON FORM TO AWS D1.4, USING PROPER LUW - 3 HYDROGEN ELECTRODES, ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. , r,.: r; 1) NO EXCAVATION SHALL BE STARTED UNTIL THE WORK HAS BEEN STAKED OUT BY THEd. -;,',- j: CONTRACTOR. ALL EXCAVATIONS SHALL BE PROTECTED FROM WATER, FREEZING AND 3) ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS 2'-0" �'- ,* �` � DISTURBANCE TO THE STRUCTURAL VALUES OF THE EXPOSED SOILS. MIN.) AT ALL SPLICES. z �, T . '1 r T 1.,l ,:_ *-: "_--r:,r -,i '°n ._`�.:. „ ,, L a ; w ::•:., r..a:-.• -. ^, .( ,�y1 , w is BITUMINOUS PAVEMENT EXCAVATIONS ARE TO BE REMOVED AND LEGALLY DISPOSED OF f : . s BY THE GENERAL CONTRACTOR. 4. DOWELS SHALL BE THE SAME SIZE AND SPACING AS THE PRINCIPLE REINFORCING, UNLESS , i,11� �a j� Y r r NOTED OTHER ISE. ` '` , Y 2) TEMPORARY STORED FILLS ARE TO BE REPLACED AND COMPACTED IN $ LIFTS AND TO A DENSITY Y::�'�'�` �'�>'¢ �'��.-. x -� - � 1 � r �*_ ; ; y OF NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1�57. 5) ALL REINFORCING BAR BENDS SHALL B1; MADE COLD. ��`1�5�� "a.r(, a';, r 1.',, ' `�` "=L��`' ' k {�� 6) LAP ALL HORIZONTAL BARS AT CORNERS, INTERSECTIONS AND SPLICES , ```�11 , ` ;1 r .� 1„ f r �: 1. ,y ass J.• .R• 7' 4..`,,,�dr s • n a :: - . ', jyC Y - . ANCHOR BOLTS y ". . 5 :�� a '. -„fi' :x� r • > �l , 7 DETAIL BAD �T T T , T A RS I'V ACCURDANCr WITH THE LATEST EDITIONS OF THE AC: DETAILING MANUAL g AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. !.• _w-�2.I+`P_,.`_k,% a,.t_.r r»r._-a'{.a 3,,9�',t-, _, 3`KR �r 'p', `A. fu'r ta1••'�• ,F _0 T r� `a rw 1 11 �t •:Wlx ; .1 .r `T 4 tea` . .ryr -r YJ ... _ -.' �,� a >., ANCHOR BOLTS TO BE SUPPLIED AND SET WITH TEMPLATES BY CONTRACTOR. 11 rfyl;v. T ,<f t , r. ,�,� 1 ­,-�4,`, , , "N'..1 f_ _. I I INTENDED USE i COMPRESSIVE MINIMUM MAX. MAX. SLUMP CEMENT I AIR i OF CONCRETE i STRENGTH CEMENTI W/C i LIMITS TYPE ICONTENT i (28 DAYS) A r CONTENT 11 SIZE I �AGGR. SIZE _ " SIaA SB I PSI 1 & I 4 600#/CY 0.45 3/4" 4 1/ I OR ii � 5%-7% L STRUCTURES 4000 PSI i 1 i 8) ALL STEEL REINFORCING MATS TO BE PRE -WIRED FOR FASTER PLACEMENT AND TO REDUCE DISTURBANCE TO SUBSOILS. 9) ALL STEEL REINFORCING MATS TO BE PLACED AND WIRED ON REINFORCING CHAIRS OR BRICK 10) CONTR•ACTOF, RESPONSIBLE FOR COORDINATING SPLICE DETAILS AND TO PROVIDE PROPER REBAR SPLICE LENGTHS. I 1) ALL CONCRETE REINFORCING TO BE INSPECTED BY ENGINEER PRIOR TO PLACING CONCRETE. z4. ENGINEER TO BE GIVEN 48 HOURS NOTICE OF ALL POURS. ♦: m.:. r`:'✓.... �"_ i'V, o:`a:i :5 "'•:•'..: `::• 9j,�,� .t^�I 4 )YAM': r�l , - ' ` "y fib'` :L:i' w, 4't {,34.", :,�a,>E.i a� k� r' 4' u7' ft, .5 G•;t lCh~u-t., _ �,1)ftw?�.f'4 "tla. ,> ,A' �. '� 1111�� " �,��;­.--,,,o - - � __ ­.W..`_A1 - I. � � , __ __ . I.. �: 0 -, __5im wi, Ffik.� N ;r' I_ '{: r-• .ram l <.t•2..•. %l'-I{f"• �1 ` al�a�• \, iy,�M'�7; ram' w ` ": awr .�r� r `Y.,,•',' f- ►- r .� a. !' 3 Y ti.A _' 1. y. ,,�^y.,��r Y-' a,Xt:,., :� J.e^ ,t, i ' •' '":! . r,_ t, r '� �. A : y� ­. .r,�, , a ZRY b Y''a ! rr ir�• �_z R1 �r t , u �'q -♦ pu�it ' `� �„�T- At,;r } �'� ,� t �• _..•�. x.iE ,, ql Tl`• ?{f • ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENC!NG WITH ANY WORK. U - II __­__�,) 4 - ! C15 U v � C) - 0 q) co I0 M z c coI ©rn - Cc 0 a W III a) E_ d (Q co ..� z - � � - L_ z 0 _� W I - co Z 0 = � N M i Lu ` N_ w cc ti '^ W 0 ram. 0 o w m '-' u w - I~ W oil I T^ 1�-. � ,z , 0 . r C.')u � Q., � IL a J i = o = z Q � d � � � W= C Ill � Fes'•+ � = O ��• = �,,, &,.( ''r' F_ - �:D �✓ C:> `„-+ SCALE i 3/32"=ILO" �1►jir SHEET NO. CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCiES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENCING WITH i ANY WORK. a L Z O co Z c TI w V (/ W W U H Z fi rF-, - Lo - z w z LLJ zo CC Er- wI N z H E- ►-� � p � z r C7 z c �--+ 0-4 v. z L "rv&v7 G s SHEET 1 OF 5 , ME'u''.a '�a,'zK".4'- I-r''I :cf tj 4r:•y , "°K + ; F • NEE 5O-7O H.1_Ir L/OOR NEE lnl 121 N,IDU 0.Hl. D00F, 3 NEE1 i C IT �i /I� i AL STUD ✓ AL'-L. @ i C 1, O .r r, N O.Y 13. 507H S i DIS I __- - —11- " 1 I. f I-._____ ( 7 ������ � 3/I(o = � I ^0II I . I - _ _.. ,, �-1 .- _ �. _ .,,. t , ,,. .r .'�. 3�i .':r, .,_, , ...,. ,+'i , r- '. - + A "� , t. -,t..,. 7 „ Tjf,.tF < >t. 'f ;;p• •,Y Y^ F: y,i.' 'I' Tvr�� �,> ( �AS t C'`, . , ..:.. -� �. ' ..:' .-> _ .. •�, �At..._ Y=� Jr,,..'cF?`.. >{ w�( , . -!:. s, �•y, t. .-f- , i • , t. 14 7 � t�!, ::r' ?a` " :''+'.r. 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S-/ ...:.... ,,. .. �. �. -. �. :�, _� V. :✓,a.. '�, ,sac+6�+.i'.,•w. a. w �••^'�L� i i O� � ..- � - .�_., .�;' ••max- .s,� 1"� T y�•y�•.;'e '+.. �� rc;�l' _ .. �- _. T�yp'`fir - SEA O� D � -� .,,+,r 4 r r P •Q-4 I I 11 .';� yam` '.J•f:•,. r ,.„r r „p` '7 s , Q r CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO STEIGER ENGINEERING !NC. BEFORE COMMENCING WITH ANY WORK. i r E M L _H ~ l x C.J z o x b W r .., M Cc F•� DWG. s� SHEET 3 OF A� A 0 f= A 01 41 11 :2j c:,4 5-4 (TYP1CAL)- -I'l PEEP �_:2.2" NIPE X 7RENCHE5 FOR 20' ROLL 7ROLLEY' 25" H15H POURED AV6 z 10�" PEEP PiT MArHINE �z 4r "I 4� HAMFER. (T�rf'IOAL) , Lq MACHINE 4 '4 0 4 �'A 7 r I-T r , .. 11 11. I - 4 4, W-14 7*k rll f­7.?,m ­wl* kl 7� 4 ko _.4: 2 - Arw� �`j IN '47 . . . . . . . . . . 11, 7A W _ta-�­ 'y' 1p " vl`�:tl�,:�.' "-1. -0 AzlLi 7; 'at Fir , * - J, - J'V ­4 Tw _Vv 4C. `%r 7�o 1-Ji 7� 14 0- -a 55'-0" TO NALL Ir 46" 7". V-1 *11_1�'��_.A_-, I 11.1i� ­Irl 'a- -i� z -rj.; 1. L w AN V'" L UM7�A710N F A." r '14 9 :4, % 3_� 4v_ _n. _W j "A. :21 4f CHAMFER -1011 ve % rz (TYPIOAL) 5,11 7*, "y v 25 Ilk #6 BAR a .0. #6 BAR a (o O.C. ­4 44 %w p V­i 2 iliz t�� ---------- -------- 3 40, 71 #6 BAR a ro'' 0.,,. BAR a 6" 0 -f,)� F > .3 4 - �, %, v?, -­1 V., M-K 0 4 m 4 gw� A-Ak A T-� 16 Ak. L7 XkL COMr i-LER COY FILLER �7 (­_ .. I. 4 5, 5 —4- 7, '.t -w F, IW #6 BAR V &" 0.0. M NEIN E-�" COMPACTEP m TOP 6 BOTTOM STRUOTURAL F L #6 E3AR a (o " OC 2e� TOP I E30TTOI < -4, - 4, 25 P, ,1.7 #6 BAR (b > #0 BAR 0 0. . t�� )7: V4ALL--, AR. PONEL5 12 ,-,OMPRE551\,/E Fl: LEE! J m #4 BAR (v 12 a5 TOP 6 BOTTOM #4 BAR a 12 " O.C. TOP $ BOTTOM A _NEN. 2�1' C.OMPACTED 5TRU'C,7,J1RAL1 FILL #6 BAR * ro" O.C1 ,OMPAr,TEP NEN e�" r 5 71RU(�,TURAL FILL___�L W; - ww ;_v, 7t, mi v 6:2 *1(b 5AR 7" NqQ- Alt IPAr -r NEN e� :�OM r �6 U3 57RUr, 7URAL -rILL A, 4- 4�"; pi —I 44�. — . , . " , -A- ;k, "-,, I , _­� .� ­ ­ � Z R 4, 1Z sl --n W-W mAx; W �A - 4, . Y -, -, v- " �' `_ I — ­ 1" < _ " , K 74. - - , �2 01 47'.` -,. , . " -.� , , - - �r-, * Un IT* ill .,i 7, '40 t 5"'710l' E3 7 Z% I WT: tF 1;4 t 4 VW�jl� Fv v " --pol "k w _w. r Z� ;Xj 4�_ vc, t. V, W, r om� z, Xw00 P6 r N F CONTRACTOR'S NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ERRORS OR DISCREPENCIES SHALL BE REPORTED TO STEIGER ENGINEERING INC. BEFORE COMMENCING WITH ANY WORK. u ZI 0 co N z Cc 0 Cc 0 Cc fy E_ LLJ co LLI Zi L3 z uj E" LLJ �: h"P. 7 ". 41 mi No. 17313 ICS N S r-l-Ilu rf A L/ DATE ii/.15/06 DRAWN BY JRH REVISION d 1:4 E_ E- - p__q DWIJ 4 SHEET 4 OF 5 J m 46 � 4 ___ .. _ - - � I- . -0 t�- - I ­­1 4 __ CONTRACTOR'S NOTE: F41 GENERAL NOTI: � . � — - . ­ _­ I T n I -, - i P, T I .,- - 11 I 1\ I : It " " 4 -'A � e m j �� 11 0 , - , I VIM I D It - ­1 " I E _L I S 7'r � � OLN I! I A -.�L N-71 T�f sPhu -, i7CAT 11 11 L"! i- . ....2, i - ­1 . _. � - __ 1) AtIt Wokk MAIL ObMtl� _t - VlllftRNATIO'NAL BUILDING CODE 2006. ­11­ ..... - — __ ­ �111.1 ­ .", ","",', . ..... �� __ , . ­_... � - 2) ALL CONCRETE WORK TO BE INTACCORDANCE WIT14 ACI 3 I 8-05. NO COLD WEATHER CONCRETE WORK SHALL BE PERMITTED. ­­ � 11 I - I � �� ­%, ­"alliii ______ I- I ,:i_1__ . 'j 2 � I ., � . I - , b- I I ` I I ,. I 10 , , I w1ir - , 11 . ; ­ I - - I � -1 ­ . I . - ..- - - ­ . -1 - qF1 ip,110.0 0". -7 1 � . I 906 . 3) ALL BRACING, TEMPORARY SUPPORTS, SHORING, ECT. DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE rnXTIM A f�lrnl-j A Un CIT-T AT T rN1'X'KTrnT)A IF XMIMT AT T A 7's'nT Tf'l A nY 11 1�f`�r%Tln A I Tr% C' . Tl"�r% r �"�T �­ 1-1 ­ -- - � ­ ­ ­ ­ 1i 11%jA%_ IVA ItINLJ XIALL t-VINI"i WlIrl HLL ArrL1Cftt5.Lr, UJUr-) AINV SAFE I Y REQUIREMEN I S OF ALL (jvvt"IN(j AGENCIES. -------7- — ��� . . . . �"�� _­ � � , -, I- dI&AN ... I . I . ­ . `�urm"m1wi I 1 . -, . . ___ - - - - - 'modhims" , ' Jmm* I ' . . I , l - � 1i ' - - - - rz-mw-=-%- �1__Wwm_w_"_ ­1 F ,� .., I � 4) THE CONTRACTOR SHALL BE RESPONSMIMR ALL El'ATION PROCEtURE§ X,t&P'R­6 - _6 F P R�06P i Ri T 3Y': - _ ), .. , STRUCTURES, UTILITIES, ECT. IN ACCORDANCE WITH ALL NATONAL ; I I , STATE AND LOCAL AGENCIES, ,,, - ' ' - - - - 1, � '�­'­ �'­ _� - ­� _�, _,�' - �___ -�__ �­ , ­ - __ , - - -- - - I -1 � _. _. . - - .11. . I—— I- .=, ­.. � _ - . ­1 I _ � I- - , ��� - - . - �� CONCRETE 'aw � _ ___ '" I - � _. ­_ � m__ - � � . ­ I .� . . A HAL UIREMENTS OF THE UNIFORM BUILDING CODE . A'lll AOT 040, nTTTTT\Y'KTn nr%T'%T'.1 T-UNT111'"101- — REINFORCED CONCRETE, LATEST APPROVED A1111) iikll 01.0 .uuilwhNil ii .mr,fqu1Etmt1v16 PUE � . . I � I EDITIONS. _�.:,;.�.Ill __ - - __ _11. - ,,, ___ I .­ - I '. - � 11-01F. - � - , I - � . I '_ " ' WT 2.) DESIGN MIXES SHALL PROVIDE CONCRETE ITH THE FOLLOWING PROPERTIES, AS INDICJATED I - . � � -, - I I . I �, -- � ­. -V , r, DULES.- � ff"wi-alilmakfism.-i I m�­­ - .. , - - -, I --'-- , __ " �� I , MMMWVIIW _ _ _. '. . _.. �� " _ CF.4 , 11 IN NO � � ��_ _ " � . _ ., I w"'a - � - . - , 1. I - I ­ I ­1 11 " - M �_ ��wwwmm I I I I I I INTENDED USE I . I RESS . NIMUM . . I MAX. 1 I I I - I SLUMP I ICEMENT I AIR I_____ I UP' UUNUEETE ! OrIlIMINTOrrTT 0 IREAN ky I n (28 DAYS) 4000 PSI 1 I f'vT11 9TIATM li_,Llmnlli I I CONTENT - / ^ I Yi I SIZE ,MAX. I AUUN. SIZE I - I- Llmff�; � - __ � TYFE i -_ 1 I - - _ � CONTENT I � I 1 I SLABS i & 1 40001 )SI ] � I 600#/CY I 0.45 I $9 3/4 i 4 1/T I I OR 11 1 5%-7% - �.. 11 � �­ —­ `7"7 .., 1.�: .I ..' , - _� - - , - I.". - I � ._." ,_ �� I - Wei 1w M., -1. ­­.- ,;�'. " - I i I , .1.. — � _ - - *, ,� o '. . .,� , 11: ... _.."!! " .- '_- , � . 1z - -�� . I � �: I , -, .. I �11 _�, .1. , � ; �, �� .- ;. . '. __ . - . �-t � I - '. -, , . . . � , 1_��'m ., - Z., , , , , . . . 3. . :1 _ - _.. - ��,:._ 1.� __ ., , ,� �­ .. . .1. . I -.1. ,��, i. I ., � � ,.".-. � . , � _ � I L . �'�' " 4 . ., � �4 t. . .�. �. _.. , -I.. -1 '� -,­.:.,.� - - ­ 1 ,'I - 11 , , . - I , �, � � I, " . . � . - I' ­ ." --- -1 - I - . : - - - - - - __ � � - ' . ' L � - � - ' - - - - ­ - ___ - ' - - . __ - - - - ' - - - - - - - - - L' - __ ' - ' ___ - - - - - - ' ' - _' - - �_ ' ' I - - ____ "', - I ,Ill 11 .1 .. .. �� � 7 - - - - .. _ !, I SUBSURFACE CONDITION5 � - - - ­_.__%1. -1-1 - 3) USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY ENGINEER.- I � . . __ � I USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT, � 1) STEIGER ENGINEERING INC. IS NOT RESPONSIBLE FOR COSTS PERTAINING TO THE _- . USE CALCIUM CHLORIDE. USE SET�..�RlTg� MIXTURES DU G HOT WEATHER ONLY - ! I PIN �AD A--- IV ; DISCOVERY OF UNSUITiO-LE MATERIALS, ROCK LEDGE, CONTAMINATED SOILS, ., I : ROVED BY EN`k�N - . I 1 ,.6_ .�= ��- m-, ,.,i.;,,..­,Ii.�_�,itl�� � - . . I � _,, .�_ _ --- aft- m-0.1- At 7q,121ilm- �1 - I I HAZARDOUS MATERIALS, UNDERGROUND UTILITIES OR UNDERGROUND VESSELS. . . 'm ' - ­_ - - - �.­-----_ ­­�'_­ - � . p 1. Aw� - WR ' "'' " ­ _ ' , . 911cu � I ­ . , I'll, ..... ­­ � . I , � 4) CURE A E SLABS R N' SEAL" EQUAL OR BETTER , , T " I 11 ... I . 2) SOIL BEARING CAPACITIES ARE ESTIMATED TO 13E 3000 PSF, . N - - I .. . , I � I . I I . � � . � .. - ­'. .1 . .1 I -0 THE ENGINEER OF EACH PROPOSED MIX FOR EACH CLASS OF .� 5) SUBMIT WRITTEN REPORTS I ' 3) CONTRACTOR SHALL CONTACT "DIG SAFE" AND HAVE ALL UNDERGROUND UTILITIES -1 I . , BEGIN CONCRETE " �.__ ­. 11 , IIOR T ORK. (TEL 800 332-4844) - � - , -11, 11 .. I PRODUCTION UNTIL MIXES HAVE BEEN REVIEWED BY THE EN'GINEERI . . -1 . " I liviAmbak.di ---F-. . I I .1 � I . � . L.k=', �.l - - ­­­ - .- W ,�� . . I -1 I � .. - - - � - - R "I in 11, � ­ I . 11 I - I I ­ '.� , ;- - I . . . . ­ i 11 , 1, A "*"-'- " I - ___ - ___ -1 -1 . , � - , " - , __ " _­_ - - - 1-1 _ , ­­._�_ _--�_.-1:--_r_' 9--mm � . . - �_ I . � - 11 . . 11 .. , _ _. In _"`� 14 MW40- FAft � L � I I "i'm*1_1 , , , , , , 40 . - - - I I ­ -11 �. I I �� � .... _ " $00b ., a - I"_, - . , � . ­ -1 - N . ­ ­ - � _, _ _.. . ­ - . - . � � SITE ­_ 6) PREPARE THREE (3) CONCRETE SAMPLES FOR EVtRY THIRD - DISPATCHED. A SLUP TEST IS REQUIRED FOR EACH TRUCK AND AN ADDITIONAL TEST MA IL BE PERFORMED AT THE ENGINNER'S REQUEST. CONCRETE, TESTING COST TO BE PAID BY OWNER.�, 1) BENCH MARK ELEVATION = 100-00'. (TOP OF EXIST'G FIN. FLR. SLAB) �:, I ,lill ­­�­­�­­;,_ . _ ,_ - I I - . .� � ___ , . - , -,-.-,- - - - __ � ­ . __ - � I __ .1011- � -1 � 0 T � . 2) THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCATION OF 7) CLEAR CONCRETE COVERAGE FOR REINFORCING BARS SHALL BE AS F LLOWS: L� � . � EXISTING SUBSURFACE POWER, WATER AND UTILITY LINES AND SHALL PROTECT �. . ­ .. URING EXCAVATION AND BACKFILL OPERATIONS, " L TO EARTH WITHOUT FORMS . . . . . . . 3 "� - I , . rr T 3) DISCREPANCIES BETWEEN THE SITE AND THE PLANS SHALL BE REPORTED TO THE . CONCRETE POURED I . .� . I ENGINEER BY THE CONTRACTOR PRIOR TO COMMENCING WITH THE WORK. #5 BARS OR SMALLER . . . . . . . . .. I I f ­ i � S 5 . . . . . . . . . . . 2' .: , 4) THE GENERAL CONTRACTOR IS TO CONFINE ALL WORK WITHIN THE LIMITS OF WORK — :I_ _�g il 000 � i R � "I'll", -------- I .. I ­__.. . AS SPECIFIED BY THE OWNER WITHOUT IMPEDING THE NORMAL OPERATIONS OF THE � I FACILITY 1 8) PORTLAND CEMENT SHALL CONFORM TO ASTM C.150, TYPE I i ­ E I I. AGGREGATE FOR I NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33. . - * � - -1 I ­_ .. - � . �� CONCRETE MIXING OPERATIONS, ETC., SHALL CONFORM TO ASTM C94 AND ACI 304. � . PONSIBLE FOR PROVIDING A WORK SITE FREE OF DEBRIS, THE" � . R " ­ " - �, "I'll 2is . illb"gill ' I ,,,� I * 1-1 - I MA - � � "' �, I - CLEANLINESS OF THE SITE SHALL MATCH THE PRE -CONSTRUCTION CONDITIONS... �` �t., ". m , 1 9) ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING, OR, FORKIN' . ­� - - ... Ili- , � , I - - - .. L - ­ I I'll, .�_ ­­, SO THAT CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT AND EMBEDDrD .if , �;* "t ��, -,- - *1 I .11. . I I ,,-� ­ . � � % 4 ,.V. - - A. (14 xi� _� ,- - -L.Nigg-li,iNilill gl,;X_.� .. w I � ". i, xx ITEMS AND INTO CORNERS OF FORMS WITHOUT SEGREGATION OF .A,TERIALS _ '�� ­1 -A I 4, -,-_,��-, � . �.e � 4 ..i ,!� -1. , V,g ,M - I "�"' "' "' , - . - I _� .1 . "r,�g*.," '! -� , �t;� � - . ...., ', -, . ;.*��. . I . I I - _. I �11 1. ­ ., ,�,;� A� _.* - 13��_01 �$ �-_ �� �"~ - - 'I-, � I ) - .-.,,- .., . " .. 0P � , �_" _,�A*m"_. - � - .., �- 4','f I :, , ­ 4- - _.. ��_'. ii , ", , r � . I I- - _1�i.1k_.-1"i -, .'� . - � -1. � .. � - %. I - _`� 'i �, �� I .��, � Z.. . , � r . . . . . . '.� , t- .� I NIP 4 ,V._.�� � 'A I I' _ I" K. , - I - 11 �!��,V�, ,��­&-% '.. , - � i� . - --- � I - , �,;� - - - , � - �. - "-.-,c -1. I.I.- . 11 � ,,� I 'O " if"�' i , L 11 - TO INPAIR SAFETY AN � , � �,;,� , i �.: I , " � .: � _ - � _ I - * EXISTING UTILITIES ­1­ 1� .: __ 3, I 11 ..... ­ I , , : _ I.. i_` - CA - ­ . .1 I � - iT - W� -'�,%` 10) FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOI � , i, , , I: ,� ,,,,, `­ -, - - , - i:_�� V, . Xt - ,-4 j, t. - � a,,;,; � I'll., �,;r�� 4�- SERVICEABILITY OF THE STRUCTURE. ALL CONCRETE TO BE EXPOSED BY FORM REMOVAL SHALL , - _,� , - ,� " PONSIBLE FOR LOCATING EXISTING UTILITIES BEFORE CONSTRUCTION �'- . 2 '. . HAVE SUFFICIENT STRENGTH NOT TO BE DAMAGED THEREBY. RESHORE UNTII ')8 DAYS AFTER .- _� " � -2�� iiii,- ;, ­�l pl.,�. A.- - - .I... " - - , 4' 1 ,;u .- . �', .��,':j-, ", - , , �� r 1" ., �'llll � 4,7"j�;� " A, . . Jj 4 . -,,,, � , , BEGINS. CONTRACTOR WILL BE RESPONSIBLE FOP, ANY DAMAGE TO EXISTING UTILTIES. I'll .1M ��. .\ I .1 � I 1 -, _ x ' I " - - .� -, �_111S"- � I.- ­. ." I � �14'k`k" PLACEMENT, AND FOR FULL DURATION WHERE CONSTRUCTION LOADS EXCEED SPECIFIED .. . I � �, _;��, lf�, -- , � .- , .,; " '1� � : :,v I . �� --�:uo� I - ��_ , ,.; �� "', ,� - -.. - I I � �, , , __ . I- _ 1, . - I �*. ­", . -­", ,,, 1; - . ,v , - , _i � � "_ls � - ��t � ,, - : �.*-. " -147. . �, ,� , *�*�­ '"" , i­_­'4�:,_'.�-�,�, t---�*�'I. ,&'O� ,,,, ­ . .4-, SERVICE LOADS. RESHORlNG SHALL CONFORM TO ACI 3 - , ­��' , , . , , ,�*,'!�� , 'W-- , , f 0 -;K '7, - - �. - "EXI I I - , �� �g� - 4 , -V . i� I% ,."._:.. . I _ � .!. �­`,-�'-" - - �v 11� - ,� 4 - a�,- '41�,4 1 1 . .�;,A -'l.,v'm, ;-, _ ll � 9_ � I, � - , * , , '- - 'V�,-., - !�',, -;� . � ­64 �_. � �*1wo'-_1 , _ _ - , * . 1 0 I' �- --- E . '. , , . � V�' �,fl , , if 2. SPECIFIED UTILITIES TO BE RELOCATED AS SPECIFIED BY THE OWNER. ­2 ,-,�� -�. ­i� �Oe, ,,�, , �-' -.-*. ��, �� zz,'�, j-6, � � , , � Ot,,,� , . `��( I- 0% .1,p-i �,j,;i� LWN,.,Z�� : ,,*� _ OW � , :-,l , _ , _ " ;_ , ._, � - ,;' �� 4� .-,, I,- . - ,�_ � , 40W �- . _ :z� : " f,�, - N.�, K - - - " ,,, fvf.­, � - - ) THE CONTRACTOR SHALL DESIGN ALL FORMS AND SUPPORTING SHORES IN CONFORMANCE I - 'I'll - , , I I �� 11% 11 - 1;4 ,. ­11.111 , A . i�,,�,�.',. .:,�*, _� * j , ; � . , , � . . - - ,_ I ­ I I 111� � tl`L_ �.o .!,It 117 , .!_�! ��r . .. .2 1�;,�,7" �,.�,,� . n -,,,,',� , * ilt � , - ­ ,,�7, _\� . - , .�� "ill Z. WAW wpt* � � -, I',;. - '�, C, ...... ��%_ - �N I t _., I - T� -.4 -_-7 �'eu ,� '.1Z-*"1:!,�ii_Z fy� _Az i 1 � .7,; , "_,�� a , ,� .�`l ,,,,,, - - � , " I , ,� � -, - �i_, . I � ­, - 11 I - I WITH ACI 347. DESIGN SHALL INCLUDE RATE AND METHOD OF PLACING CONCRETE AND ' . , ill N -� .. - -�. i - -a _N4 1*1��, I 1­ . , . 1, , , ... . i q ,-A, . , I-- � '. �- - ,­ ­ '' - 4--;�"#t��.n� . - ,� -� r, , ­ ".. . I . . . . . � 4 _�: , , - CAL, HORIZONTAL, AND IMPACT LOADS. FORMS SHALL ,�� ' , _1� I � - �_,��' - ­11.,.- " vwn­ I - "I I 2*k*;'e? - . �11 11 I I ,;.-_-�_�ww 7----,. .1, 1;i�­_ _l?" "'I' ,,-"'v " DEMOLITION � 11 1_ I - - ,m,, I :�,�RI �", "w".. a. , ... Z.., CONSTRUCTION LOADS, INCLUDING VERTIL I ,,�;-;, ,v -�ml _- ....... - � - ' - I '. . _ �. , , k z �� . -;. ... '.1 A�;Al . ,� ,# , .;-i1C . t�. , ,. I. ,,,, 71 .r , L SU .- - ii� .:��­ -'- ­7 B ) TV � . ". -, - -.1. , ;A:��4.gp E SUBSTANTIAL AND FFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR ILND PROPERLY , . f '�._,4 1 1 v , "' 7�� T � ,1�5 .41i -, - I ""' ' ­ - . 1- � " . ­ - I ) ALL DEMOLITION SHALL BE EXECUTED IN A FASHION THAT SHAIIL NOT HINDER THE ­Ar;I K I" ! V, W..,-T`- *_-,�- � " BRACED OR TIED TO MAINTAIN POSITION AND SIWE. .,:,. I . ,�-�%-!5��",��,- , .",A,. ,# �;_ 4N . . *_ -_ � I I - � I F �,N ­� ,�;., _"; -4 ,�, I "I'll" ­ - , ­_ NORMAL OPERATIONS OF THE FACILITY. GROUND WATER SHALL BE DIVERTE D , --, ; � , . I - � " , X.N , )i , ,,;�� ,-"v , i4-,­,�-A,p '_-� -�,��, " *­ , " � . ,lil,,ii�lvl��,,�` - ., , -e . t� _�, -k -i - _: � , . Ill � ,,,� , :--xFz- .1 -, iw , I _ . -4 - C- - _ - ., �. - ".��, " .. 1, ��!,�*��ll � . - - 4 .,�*, ,#,ep�� � "� _ , , DURING ALL DEMOLITION AND CONSTRUCTION PHASES. .."�.7 ", �'.' " _., L . �',,N;, �-.,��--����,/,�,�,.,-,*,",;��. ,_;;�"' I 1* � `1* , al I " - - �, 11 I., � " � 0" .�, , , il . I �, , � , .,0 7f;� ­-,;-� I I-, . 't, - I , '' 11 . . . ,��, 1, * Ill 17 - - �- I . . _' I . J Ill- � -;i .�l I - - I:0 --, �, :4., i'-;p ,,,, f., ?I I ", -, .4 - . ' 2* �11� _0 _11%�11 � -1 1 L, I I '. _;-11mI1__-1 w � -;, - z *`4%'ip'_ 4 _� .... . - , . , i *, _ v � 5F, , " _` , . - I _-.1 -�� . T .­".�, I _.�, � REINFORCING STEn . - , - ._ -1 1;,.� -I-. . I I "'. -, ,;R ­_­; *��j. ­ , "i��, ik .,_�t�,-Nz,_ki ig*1"-,p,p�,,�1,i��*,-?,;,-" ,I,"'- I I ., ,�> -.-;-- - - � I � .., 2) ALL DEMOLITION DEBRIS MUST 7BE LEGALLY REMOVED FROM THE SITE.'DEBRIS --.-�,�"�-!�';�,'-,�--,�:�;;Z:�-� � � �," � Ill ... I " . I , - ,� , , �.S. - , _.�, _ c - - .1 T ­11 ,;If. �,w � I I I I I .. ­1 I ��v � � � , - , I Qik� I - , �� m � �7<, ­., IF - __ 1. 1�-� - , , , v . A I k. -, � 7, j . . . . . . . 0�i,:* 1, .; - -.14. ,.;, : . TEMPORARILY STORED AT THE SITE SHALL NOT IMPEDE NORMAL FACILITY ACTIVIT ES :�_ , " , , '.; 1�1�1` < , , L I , . , ,�ir �,.4 - � �- ,!,r.,�:.,� 1--k ­ , �, �..-.� I. "' - I ., ` � 11 �A .­,� , . . * A; . -1 ,,, ... � ­. .. .";g�",��,k,4'.T�,.'-'�-��-�'o', I ­'-:� . _42..�_ �);; , , " " , , . � . '. __ . 11 I.. � � . 1. , . * - - - ,4-� I ) REINFORCING STEEL SHALL CONFORM TO ASTM A615. REINFORCING TO BE WELDED OR �:� . - �,4 � �_ � � - ­ i_ ;1".-I - � ; " -, . i- ­�. - , ''.. - 4­.. I Z� .i�. - - __ T, - -.1""-fill , ;;�" - - , -�t­& ­ - -��j _��`�-,�I` - i" , I - .-i-&,"..�,.",-� ­­­< � --f..- -, - ­-, q, 'id.� ",� _11� " w 1, ,�* " ', r I � 7-; . � , ,. . - ... .1 - _, �,,#�,,,A ,,- 1, '7�� ,. - - _1'2 , ), - - -�,' , - '. _t' FIELD BENT SHALL BE ASTM A706, GRADE 60. ""' ll ..-,- I . ". ,�'A? - _'.11., . a ,��;�,., � ,I-,,, - 7��_:`_, ­��' . " .-k- .-_,4% -f -,�4�2tl­;;2,­��. ^ ,-.� ,� , __.� - , ''q^, " 'll - r . ''' " io " , w ,­, 1, , , "A "',"": �, � . , , ­x" "'4' ,­ . , - 4 -:.Y;-_.,, �,,-.-� ". � S. , - . , .k I , , �� �-�'?,,,,, ��, , I � _., � . I .I- .�rl. , , k '_ � �, . . . , . - , , I � - .1 - If � " " , -, --�'?7,K,� -": �-,,. _� .. - 7 _:�'ip �i4,�, ��.��­, I � t I L � Z - - '.7, -� ` . 1 . . " .. - ­ �, i:t_ " . � *f - � - *@Rw"�O:i�����;�* -- . , , , �, , !-­!�­,'i 4 _ - . ,, " ". 1) il�, , ,*_ _ , - � , . �� lill �-Ill - 4'-��'q._ j,�7� . . - , "� , ,� - ;j,:_1 . . 4;:_, . , I - hit", ��;�._, . I ,..� �, I- " I I - t... ,iiii . �. , "', t, '­g , , r,�n I - " ... . � ,­I,..��v .1 ?- �,- .. .�-�P.--, �f,w - _4� " ...J, * , , ­ .4- `�,_- _". -, �` , i.,�'�_ ­.,­'�, " . I . -­ -1 ;�K. 1_.,� � (, �;, .< . , . , , , . � , � - � , 1. , I,%:, � �:�,,_,. 4 ., "* * ", - " - � ,- , L � , �4 _�. I AN, W. 4 ., � � e Ill 4, . . , I . .. " ,, I - W, ,,�.., ? , � ... . ,. " "I-. -1-'ll �, � � , - - , i ., . . . - , � e � I -�_'­�,_�, 4 , ;� ,,, � *. ,�:�v ­,� `i"�.- �1:1�". -_,-,- '' 74 , . - - - , �t�. , " 11, .1. � , 1�.. _ � . I .� �, .'.- �;_ , � .� - ;��, 1.11��, .. i �- i , , I , ; - - - I �'.'J­, �� p�- . !� - �' .-,,'-..' 11 �". .- - I �41 , ­� 10 .4 , , ,�._.. .?�.� - , 1! .1.1 I ­ 1, . - - � _�:" .. I - . , . .-I " : �g,-�t�- , - , -:.�- , - - � - �__ I -!-� , f, - , � , , ­1 , �. ..;1 .. -..-�1-4-Il-",��,,�,-,�!7-�..-':,� ., " -, - --' I , "' " _'� , 7 ,�_o 1'��*YL _.. ­.:j9'1'I � � , . I , , I 1, ;�_ !,.,j��,.- I ,-f . ,.; .-!,-- � �­' � : �1, " I., , " - : I . - � ­ -- - . -, . - -.�., . 1� . .� - - � , "' z , . , - '15711-1 kl��'_11� �,�._. I - kf�; . *,,.., � 1. .. ".� -�,--., - ,-, -'-- I - � 1� - - - , ".. - " _­ 7 -�7: j`�._-.�,. . ­ rR-1- .,. , - "' *4- , - ' I . � W_ , , ; :.�' kj� i4 �� �,i � �- " Z4,,.r -�z - �- - - . , . , - - - ­�,'�,"­­�,-� -� 2) WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4, USING PROPER Low T," - .. � 11 . .- ­ �,: ;.!� , .;�-, -,;. -, -- EXCAVATION . � �,­ � ._ . - ­� .-�,� -, ,� , _,_�_e , ., -� ii,,_,;';,'�, - , - ....... - -�,,� ", �_�_�, iig�;.,;,� I'. 11" _�. ICAO". - .. 't- .� — .'�- �.� �11­1,1 �- ­*��Ti-1k.'-w_­ - ­ __ -,.., , , _,�. � � - , � . 1i -­".�7 'If "��_�;;.�.;,__ I .. , DES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. - ,-i- � � - �, W.. 't.�,A____ ". ,­�.. . I�Mlf � __ .. _Irlp.1-""M"7� "..-- I - � �_, ­ - � �_.: "I � . . .. , , ". , , I ­ 1- : , I , - .!'4ift � ­�, I I -­ , i�%�";iii,­ ,­�'5'- __ . _..�,_ - " ... - . - , .. ;-,,� '�,�. " f� 'r ., n �­ � ",iw­,�� �, �., 11 ...e,�,� ­. . - �. - � �, � . �� . �� . V; -, , .. "y�,I�,,,, , .1 1. . � � '��4' � z " N i , Kp­ - -;,,:� � �:'u ", - , - .. " ; , , -,,,-' � , . ­; � - .1 _ S? , � . %,,,-&,- ., v I - _­ - ., _. , ` �- 17 'j��",4�-':'.,�,��-,vi�� --'%', , , � -11, ; , � iii�11_tj. �__, , 04 . 1) NO EXCAVATION SHALL BE STARTED UNTIL THE WORK HAS BEEN STAKED OUT BY THE � -� -,."�,- �":-�,:,�;; - � , .i> _ , - - , "Iv - ..� - '­'-`,v:, .,% : .. ,.,�_ 7­1;� :', - .... �, _�.. J*�A��.,� _;� * " - � ��-�.'� `,-,­* .- , - "'I -, � - - �: ,z., --- - -.;l;, .", - ro- - .. . _�' , . 4I, - . � , �P�. -1. 1,,;,�, �. - I , - '. I t�! 4 'k W4 ,;v , ", - " ' `f; , 1, ��;;, - ��, .. . , j it . `�,��,`,,- - , ",-7, , ". .. !F,�,-zj . �,'� � - I _� ..�i -,- . 4. � n � �1 1;�� f0 � - , . - , �, , 'd .1, ': � �. '- - �,.'._'� � -- ,,,­__�'....., S * ­11 I I rf: X*L;"T..",�,, 11, 1, ��.­� - .- ,­,�'� , - , - �,'1�i .3_,­�, " II �� �� M:��,J� , . '. - - . 1, '. _ , , , , , - � , 1� - -- _ , " _V, , I � � - " ;- - 4.. - .. ., ��-:-:.,: . ", I ­ . . - ., CONTRACTOR. ALL EXCAVATIONS SHALL BE PROTECTED FROM WATER, FREEZING AND i'�, �I`7 A-, -, _.�i .. T � �Zjl� ., � 4- ,.-I,_­­�. ,4 ". Z. . " , , �,fl ' - - �,r �- ,- - - --. v _�, I . I - - - I I .: ,_ � I - '_ _' ' - - If _') �,.,� , � � "". . ,*, * . I . , . .. ; * I ... � A,.-, � - i4'. ,;��,5 ,- - -.,.:,. - �_, �­ ,.i ,,� 3) ALL BARS IN CONCRETE SHALL BE LAPPED A mINIMUM OF 36 BAR DIAMETERS (21-0 . _ - , I - M , - . . I _., ;, , ,��,�,�i �'. .!. 4.; kl!;��""�, . W � �, : ,�;, ." � . " � , .�, . ., .. ..;,Z, "'. 1. ;J - . ,> " - , -� , ��.,C­�, . ­.�� 1. . - . - - - . � I, - � . 4 , , - - - - - - � - _!'P ;A_ .., .,? _'.'.`�f� . .4 .,�,, �� . , � � , .N. , I i� - I, . , , 4 r- . r, :, � !� 11 , . ': � .1, . � -1 , rf­1­:­ - � , , 7 ,�PI-Fp I-, ly -- - �, b� - I . - � . - I owt� - " -% ­. - � lli:vl'�'_`� I ,; - - - - . . 1'�_*�. 1\-.Z_.' Z��.'.. .1� _. - ?l� I - - - .1'r � -- � ! -,.� , , - .; �- ". � --, ��_ - � � ­,� I - , ­ . 4- , - - � - � . _k N. - , , . 4. ��. I ,�,. " . ,$4- 21" ,&-z X, ­ � ;, --��,�-.;!. . -Ik, '. I ��. , 'f, " 11 , . ,� ; � -,:��. _ � -, � ',i � ;, -i�11� et " I 1. - ", : .- 4. , . z W , . . 1�y e.Fv . A' � , 0_ �'.-V,i , " DISTURBANCE TO THE STRUCTURAL VALU OILS. � . , - � . - , , -, � � ;�� '01�4 - _�,�4 _~*1 i. , I - ,� �,.:� �:�� , , � I. :t. .. , . -;,, MIN.) AT ALL SPLICES. - ­_ " ­ , O" - I ` I "I, *1 I ­7­.. �­ ..,.,7; -�, - .. ., , A", Jm, . I, �.., � " . r .. ... BITUMINOUS PAVEMENT EXCAVATIONS ARE TO BE RE -MOVED AND LEGALLY DISPOS ,� -�%;;, - .r. ,,, " � -- " ,­­' r " � _11�1 '. I ED OF �' I -"�, 1,�!'�.�X_7�:­'j�; ,"�4�., - I 1 '4'' -:,�� ,__:`Z -�,iif_r-..-�-�"-_`:�; -1b 4l � - '­�' .. I I � I I ,. I .. - .1%;., I ly �,,;�. - , , ,,, :. " V, -n,�% Jp" , - ,; � - '. `­ � v - . A �_ .. 11 - I I � "4 - ., . __� 4� .� ,_ �vl .4�4 - " " �'� , , -I'.. i44� �_ , . 111-1 - _­ �, " I " " . .- - ., " 1 - I 1! , , . , 'id -Z I , � ". .-, - "'-��A�7,-'4-g7.'�-'.-.1�4' .j. j,,��, - " f'r t-_�,�'. ­-:, . , ,,� , ,� % - '. 5" ., . . - '. - I : . "6 . .1 -, ". , - - ­ -.,i,,. 114", -.,�`f ..vt;c�,-,;Iil . '. " - , , � _;,, _. ` ­7` i 4. DOWELS SHALL BE THE SAME SIZE AND SPACING AS THE PRINCIPLE REINFORCING, UNLESS - .4v, '. I,- TRACTOR. .. _i, -;J':'.� .,4. - I � *, _"W";j�, _q4 .-, -, -.:. �,� 1 - -:�-� - � : �� �ila, Z. � ,�-: � !�-C-;� ,:,: t-­�,I��i,_',Iili�� _11 .f. � -, � ­ : I - I - ­ � �t ­.A-.�,-�7i'0�`-�,� . P,.,� I ,. _. , , � . , , - , , ,:,. -v.;,,:,-. , .. ,.".' " i �, , - . � ­4��kl ,- -, Z Y��Frz,- -- .�. ." - - _: ��;_ - ;..� , - -1. ,�_,�'-_",�W 11111F_�e 1 , A ,m,�;S�, _! "" , , I . I -,, " z 3"i . � - �_,�_41'_L. "" -,­­;�.�",..�?�".% NOTED OTHERWISE. ,,,,,,,.,,- ,,�+;,, _,;,� , �L_ - , ­_ , '. , -:, -� 4zdl -, " _.? . t . ia,_ . " W. , V �.'*l i 1;.��. ., ­ �,:, m, - �� �,J� . " , - � I � Irl 'y -,.,W, V" 7 1 ,-. ; 7..�� _ - 7' 1 - v1_NtN ll ro jp!__r,%j- - `* , � ��- - -�-ifi- �4­.;�4 A -7�illi .; -.-." - , 1,'t� �1- _ , -- - � , - - I - - �-'-z��A,-�.w--,-.,-;�.,-74�.-,-,--,v.:��&,,v-.z�..-g- . -1 ". '..'­. W.) . '.. . ,� "i . 1. ­ - -;� _._tt*l __ l� , ,,nt. , -<T,L­- , %, IN` 7 ` � -,� . ? , _ �� ,, *lll�40 � - - -, ."i6;, ;0'. " . ,. ,"'.. �. � ,� C ., I - . - . i -:1-7 , . N, I , �.�-;v:_-.-�`�-t �� ,,'*_'�-"' ­ , , -, .f L . I _ - ,W;j_ _',N'._4 0 " _;"c I% � - ,,, *�k' - q; ,,, � , %. .�' I I - - . F, 2) TEMPORARY STORED FILLS ARE TO BE REPLA-CED AND COMPACTED IN 8" LIFTS AND TO A DENSIT Y_ " -;i -',"i - �_ . - �, , k - ,'­�7_ �� .. �, - _-,rz - ,tt!­.-'z- � 7 � $, 4- � .1 ­1 �C! , ,_ . 17 7 r Vr� -� - ". � '. 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