STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)

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I d' '• IMBED STEEL IV CLEA IMBED STEEL IWCLEAR FROMt HALF PLAN VIEW HALF PLAN VIEW HALF PLAN VIEW HALF PLAN VIEW FROM BOTTOM OF IMBED STEEL 0Y"CLEAR FROM BOTTOM OF COVER _ COVER NO,4 BARS BOTTOM OF COVER .h 6" 6"N0.4 BARS 6'C. C. 6" 12" + NO.4 BARS _ Z t 12" I 6" `m- . • : �. 1P o- ao _ ____ ___ ____ ___ N0.4 BARS ra r ¢ N0.4 BARS 12"GC. '� I FLOW LINE OF GUTTER • TONGUE 8 ..'..• - �_______ , . I GROOVE JOINT NO. 4 BARS 2 -- CORE JOINT 12"C.C. 1'-6" TOP VIEW 1•_ HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A TOP VIEW NO.4 BARS 12"GC. OTO IS' DEPTH NO.5 BARS 12"C.C. 15' TO 25' DEPTH NO 4 BARS 12"GG h- BATTER BLOCKS MORTAR r 71 T _ REINF. GONG • : - W - TOPPER SECTION •iL _ �� -+: •'m a x -0. ° f 'I V STANDARD BLOCKS f 0 7a C 4 a EVEL E Is x i BLOCKS N - x A Zx z 4`0" N - *-0"Y� - , A A x A A z x zd W w °6T A n RE W. GONG. PIPE SECTIONS a o. a'.i x I x F a a a < W O i aw pn YIN HO DO xl2 W 6W x2 �� xZ pN ppI 1 C p W O p 4 n 1- rF ` 4- 2 4•_ .nN WZ -ipn� ON oZ in W2 FF Or 00 f _ 03 p�J 03 pn a I z �� x - p= 2 x 00 p0 O ~in 0 ti ti •_ 7 W ll Ci W • n U H O. O� Z U N U.d O uU O Nb o Y m 4" A I"4" O o O 4'61 z - p y an aYI + 1 , z d z z Yn.;.. o :, IA. 4''B"* % A THICK IA.4'-8"r %WA TX KN ) 5'-4" SECTION B -B SECTION B -B SECTION B -B SECTION B -B SECTION B -B SECTION 8-8 BRICK CONCRETE CONCRETE BLOCK REINF. CONIC, CULV°T PIPE REINFORCED CONCRETE y : TYPE ,I TYPE 4 TYPE 5 NO.4 CIRCULAR BARS NO.4 BARS 4"cc CONSTRUCTION NOTES - NQ 4 BARS S"GG N0.4 BARS - ---- _ _ _ _ NO. 4 BARS 9" C.C. DETAILS RELATIVE TO THESE ITE MB SHALL CONFORM TO TRE NO. 4 BARS 12" C.C. PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE ' ' APPLICABLE SPECIAL PROVISIONS. t- + VARIATIONS IN DIMENSIONS AND DESIGN WILL BE PERNISSABLE PROVIDING 3, HALF PLAN SHOWING REINFORCEMENT HALF PLAN SNOWING EQUIVALENT CAPACITY AND STRENGTH ARE ATTAINED. ARRANGEMENT AND NUMBER OF INLETS AND DISCHARGE P 4 ^ IN CAP FOR CIRCULAR - REINFORCEMENT IN CONFORM 1b THE NEEDS OF THE PERTINENT LOCATION. -~ T: S CATCH BASINS CAP FOR SQUARE STRUCTURES RE CALLED FOR ON THE PLANS AS"CRTC BA ` Y ,r,. �'• a. CATCH BASIN " r "CATCH BASINS 2-C'PETC, THE NUMERAL DESIGNATE$ THE OP B B _ ! B B RY PORTION OF THE STRUCTURE AND THE LETTER DESis" HE t� -s; -- - - FIXTURE TO BE USED THEREON. REINFORCED CONCRETE TOPPER SECTION, AS SHOWN FOK E I 3 - - - -- -- --_ _ REINF GONG. CULV'T PIPE CATCH BASIN, MAY BE USED AS A$ #PRATE _F CONE ON TYPE I BRICK, CONCRETE OR CONCRETE BLOCK CA TMfI WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRETE, -i RETC a' : • °:' TONGUE 8 .° . `, I ADJU R BLOCK OR REINF. CONK. CULV'T PIPE, THE TOP OF THE MASON ALL BE ' • '•' - ° ° .. LEFT SUFFICIENTLY LOW TO PERMIT PROPER STNEHT OF COVE TO - GROOVE JOINT CORE JOINT GRADE BY THE USE OF MORTAR AND BRICK. BAR STEEL REINFORCEMENT SMALL BE IMBEDDED J. V2" •- e e - CLEAR. CONSTRUCTION JOINTS IN CONCRETE CATCH 8 SING TO eA } SECTION A -A MCI4 BARS 5"C.C. SECTION A -A No.4 BARS 5"GC. SECTION A -A SECTION A -A NO.4 BARS SECTION A -A SECTION A -A BE PLACED WHERE. SHOWN OR AT TOP OF FtpOR� _• - 4 2'-O" • PRE -CAST CONCRETE 2_O• 4"GC. _L �D.A PRE -CAST CONCRETE DIA. —i_ �- DIA. CAP �DI A. �- "} io CAP N n REINF. GONG -•" < WWW i PIPE SECTIONS A i _ - r- F• i W woa n i A A 1 wo`A A o o� ooA 6n A u A A oo A A REINF GONG OU a -yY z z i PIPE SECTIONS i r a I z p� ~3 CATCH BASINS I /- Cl ti1p ip LL� - C. U i Z O; z 11 IJI W NA G FJ = • U = O x u - <J ► O VI 1 C j N •� n �I . • • Y� 1.O Y b o d a a p I STATE H/6H"Y, /0/V .Op W/ ; `- •4' b 4 4" RECOMMENDED FOR APPROVAL! Y [+ IA3-8'•12%WA THI•KN-SSl• IA3'-8"� % TI •,).-$- G F �OFSIGM f. SECTION B -B SECTION 8-5 SECTION B -B SECTION B -B SECTION B=B SWION B -B APPROVEID: T= BRICK CONCRETE CONCRETE BLOCK ,REINF. CONK. CULV'T PIPE ,REINFORCED CONCRETE REINF. CONK. CULV'T PIPE REINFORCEQ CONCRETE DATE F HIEER TYPE 2 TYPE 3;' " r `.t 6 J • t,. r j� 1 y� T� epi • • I'7_ I --.. ' - _ - .. e.:a-. _ � .. - ; - , .... x : i 1 -' _ i. -�. li "�';.1:.. f . ,•s• Y� '-"L . dS•I. d ' ffi..