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—� <br />r- /-8r y-�►� M 724x34' 7-20P <br />Z N t` a c4 ml <br />-e—P <br />-= - -- y PrA•G� I r MVV OUT 196.16 N7 % _L_ -J � �. o� 5 <br />j� x <br />w I j .Jo/,�r' qVV STING T yP, ,/ q/2`y �( <br />EXI <br />� m M 204.10 i �EL. 2/Qo7 f �L.2i/•D7 � ( /�- <br />(TYP)4 � � <br />ZD --- (TYR� 3/2 -- <br />_���:�<.) Leo:: E..1m,:� , DoU/E.-.5eXz/ <br />TOP PLAN AT FINISH GRADE A oEr <br />, <br />TOP PLAN AT BOTTOM SLAB NOT TO SCALE WEIR/INTERIOR WALL <br />NOT TO SCALE J <br />--_-- - - __ SECTION 1 <br />NOT TO SCALE <br />w p <br />\ -e �— ,----- 74 ,. ( 36� q . E <br />• 1 - f'_- ,... ,. N � \� �Sc,¢r3 FOR il9fil co,¢ -.a '" <br />1 0,11 <br />- <br />• 7H5Qi2 E✓) ,x/3.0 f /IH Sc,tB � — • . � _ >tra cc <br />zbr 3 <br />SECTION 3 $ <br />SECTION 2 3/4'- 1'-0' <br />r 1r2'= V -o' -- I 1L.4 7r I • 7 �i�E 1/A2/ES <br />ov &AR <br />li . <br />SPICE & DEVELOPMENT LENGTHS <br />BAR <br />LENGTH OF LAPPED <br />SPLICES FOR REINF <br />(INCHES) <br />LENGTH OF DEVELOPMENT FOR END <br />ANCHORAGE OF REINFORCEMENT <br />(INCHES) <br />SIZE <br />*TOP BARS <br />OTHERS <br />'TOP BARS <br />OTHERS <br />HOOKED BARS <br />3 <br />20 <br />20 <br />12 <br />12 <br />4 <br />22 <br />20 <br />14 <br />12 <br />5 <br />29 <br />20 <br />17 <br />12 <br />il <br />6 <br />37 <br />26 <br />22 <br />15 <br />7 <br />50 <br />36 <br />29 <br />21 <br />8 <br />66 <br />47 <br />39 <br />28 <br />16 <br />9 <br />83 <br />60 <br />49 <br />35 <br />18 <br />10 <br />106 <br />76 <br />62 <br />45 <br />20 <br />11 <br />130 <br />93 177 <br />55 <br />22 <br />14 <br />--- <br />-- <br />104 <br />74 <br />38 <br />15 <br />--- <br />-- <br />135 <br />96 <br />50 <br />Cz /o, o t, 2 �� o' i ,� :'NAIL A TOP BARS HORIZONTAL BARS SO PLACED THAT MORE THAN 12' OF <br />z/3.o t CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. HORIZONTAL BARS IN <br />% e <br />O 1 1 1 2' = 1'-0' WALLS ARE TO BE PROVIDED WITH LAPS AS REQUIRED FOR TO BARS. <br />Q.a �/��/2 I I EL• /9Co. /G� <br />STRAIGHT BARS SPACED LESS THAN 6 INCHES ON CENTERS SHALL HAVE <br />A DEVELOPMENT LENGTH OF 1.25 TIMES THE LENGTH SHOWN. <br />51.7 cc UNLESS OTHERWISE INDICATED ON THE DRAWINGS. DEVELOPMENT <br />Z ,�/,�/ # �•- LENGTHS FOR END ANCHORAGE AND LAPPED SPLICES SHALL BE NOT LESS THAN <br />' c�N (NO MINUS TOLERANCE SHOWN ABOVE. <br />LAPPED SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM STRESS AS <br />FOS K /N� , �,•�� DETERMINED BY THE ENGINEER. IF SPLICES ARE,STAGGERED SO THAT NO MORE <br />��V A .rte S�✓J _ THAN 1/2 ARE SPLICED IN A LAP SPLICE LENGTH, THE SPICE LENGTH CAN BE <br />REDUCED TO 75% OF THE LENGTHS TABULATED ABOVE. <br />- --- SECTION 4 <br />*338" <br />C <br />C A2 A 2. A A2 A2 A3 . <br />�„Jr,n�cU��SG3,�i�lJELS 20111 ��y^-- 2 X 4 KEY FOR WALLS B B C B B C B <br />14" AND ShIALLER <br />.• _ <br />J%2" ( 2 X 6 XE OR WALLS <br />ISF AND LARGER I , <br />O Q <br />OR 51/2117 <br />,% y <br />r %,� �t:. /7t0' /(!7 �_ 7� ---� e,l r�. e�. 'o.• • .e:•;-•: I. I. . , ?v 0] �WAA 3L B -WALL B < WALL A2 B WALL q <br />_ c 3 < <br />— •. . e .'.� . ; NOTE D' <br />° (TYP) 3 i <br />RECORD DRAWINGS S ,. TION 5 <br />Upon review with the Owner, the General Contractor, the COnStruCtr n' -d' -y ' and a <br />visual review of the site, we conclude that the information contained on these plans <br />generally depicts the post -construction conditions of this site. A post -construction survey <br />was not completed. All information should be field verified prior to undertaking any <br />future work on this site. QRpFESS1ON <br />C C4,9 <br />h <br />rNo. C44665 <br />m <br />W • m . <br />Kevin C. Carter, P.E. C44665 Date sl c/ V I <br />Kerry Engineering and Surveying, Inc. qlF OF CA \i <br />If 'f M. ••.q,l'Hl i•Nlq y. a <br />s� • <br />7r� <br />SECTION 6 <br />318 1'-0' <br />CLEAN FOR BOND <br />3 V8- a <br />OR 51/8" <br />EQUAL i-.. . <br />I� <br />o• T <br />EQUAL <br />o <br />w a CLEAN FOR BOND <br />D <br />TYPICAL TOP & BOTTOM SLAB JOINTS <br />NOT TO SCALE <br />MAIN REINFORCEMENT FOR ALL STRCTURES <br />A, - 0.2 TIMES LENGTH OF WALL C = LENGTH REQUIRED FOR DEVELOPMENT OF TOP BARS AS SHOWN ON THIS <br />(CLEAR SPAN) SHEET BUT TERMINATING IN NOT LESS THAN A STANDARD HOOK. <br />B = NOT LESS THAN THE LENGTH REQUIRED FOR LAPPED SPLICES FOR TOP D = CONSTRUCTION JOINTS SHALL NOT BE LOCATED CLOSER TO CORNERS <br />BARS AS SHOWN ON THIS SHEET. THAN THE DIMENSIONS INDICATED. <br />TYPICAL CORNER REINFORCING DETAILS <br />NOTE: VERTICAL REINFORCINIG NOT SHOWN <br />NOT TO SCALE <br />0 <br />W <br />W <br />¢ <br />ITT <br />0 <br />m <br />I a <br />Z <br />[L(AJ <br />= <br />f co <br />a <br />❑ W � Y, 2 C <br />❑ w= <br />z •• wV 2 Y Z U <br />W O O <br />❑ O U CL a. <br />�• s <br />� x <br />O a s <br />V � Z r <br />i <br />cc <br />_ r <br />C � z <br />•� Y <br />C - <br />W <br />L.O <br />co <br />1' J <br />O J m <br />_ > o <br />z <br />1LLQ <br />Z <br />O <br />J <br />Q <br />Y U <br />C <br />Q qLO <br />V! <br />U) N J <br />Z Z ~ <br />LI.I <br />D F- <br />00 U <br />Q X <br />U O <br />d <br />Z m <br />O_Z <br />o> _ <br />tr <br />I— <br />w m (� <br />a > <br />Q_ O <br />Z <br />0 <br />Q <br />0 <br />Z <br />Q <br />V1 <br />w <br />W <br />Z O <br />h <br />w z CI <br />w tp <br />c=n o O <br />O M <br />W <br />0 <br />