Laserfiche WebLink
A <br />G 1A <br />MBE <br />I. h.: <br />USE VALLEY GUTTER GRATE INLET <br />(SEE DETAIL THIS SHEET) <br />GRADE RINGS OR BRICK COURSES AS <br />REQ'D. OR ALLOWED BY <br />JURISDICTION FOR GRADE <br />ADJUSTMENT. <br />HORIZONTAL CONTROL POINT <br />Q OF STRUCTURE <br />4 <br />Q0 <br />01111TAWIr �'r 11 <br />COMPRESSIVE: <br />4000 PSI @ 28 DAYS <br />LOADING: <br />AASHTO HS-20 TRAFFIC LOADING <br />STRUCTURE <br />DESIGN TO CONFORM WITH PRECAST <br />REINFORCED CONCRETE MANHOLE SECTIONS <br />A.S.T.M. DESIGNATION C478. <br />REINFORCEMENT- <br />COMPLIES WITH ASTM A-615 GRADE 60, <br />AND/OR A.S.T.M A185 BAR BENDING AND <br />PLACEMENT SHALL COMPLY WITH THE <br />LATEST ACI STANDARDS. <br />SITE PREPARATION.• <br />THE STRUCTURE SHALL BE PLACED ON A <br />COMPACTED GRANULAR BASE TO INSURE <br />UNIFORM DISTRIBUTION OF SOIL PRESSURES. <br />WATER TABLE.• <br />BASE DESIGN ON 2'0" BELOW GRADE SEE <br />GEOTECHNICAL REPORT PROVIDED BY OWNER <br />PRIOR TO MANUFACTURE DESIGN <br />STEPS.' <br />COPOLYMER POLYPROPYLENE PLASTIC <br />1/2" GRADE 60 STEEL REINFORCEMENT <br />HT. <br />DIAMETER <br />DEPTH <br />ar7,, DIAMETER <br />DEPTH <br />DIAMETER <br />DEPTH <br />20' <br />9' <br />2.75' <br />� 7.5' <br />3.25' <br />6' <br />4.00' <br />s <br />18, <br />9' <br />2,50' <br />z 7.5` <br />3.00' <br />6' <br />3,50' <br />16' <br />9' <br />2.25's <br />7.5' <br />2.67' <br />6 <br />3.25' <br />_ <br />14' <br />9' <br />2.00' <br />7.5' <br />2.25' <br />t 6' <br />2.75' <br />0, <br />12' <br />9' <br />1.75' <br />7 5' <br />2.00' <br />6' <br />2.50' <br />10, <br />9' <br />1.50, <br />7.5' <br />1.75' <br />Sr 6' <br />2.00' <br />8' <br />9' <br />1.25' <br />7.5' <br />1.33' <br />6' <br />1.67' <br />IN <br />' <br />6` <br />9' <br />1.00, <br />x„ 7.5' <br />1,00, <br />- 6' <br />1.25' <br />4' <br />9' <br />0.83' <br />7.5' <br />0.83' <br />6' <br />0.83' <br />0,83' <br />6' <br />1 0,83' <br />2' <br />9' <br />0.83' <br />'' 7.5' <br />P A PRECAST <br />STOR' <br />MANHOLA <br />(USE L %..rti SUPPLIER) <br />iS <br />61/4 <br />7 k <br />f 4 <br />}�-- 1,414--�7 <br />21 3A <br />-� �--i She <br />BATE LOAD III <br />tdiU l BEFi aT1 SIG AREA <br />6147 HU'afY,Gltiyf 135. <br />GUTTER INLET GRATE DETAIL <br />(OR ACCEPTABLE ALTERNATE) <br />4" FEMALE THREADED X 4" SLIP <br />COUPLING W/4" MALE <br />THREADED CAP <br />TOP MUST NOT EXTEND ABOVE <br />OUTER CONCRETE SPILL EDGE <br />PER TITLE 25, 2245(d) <br />2.5" <br />PAD ELEVATION <br />PER S1, TYP <br />4" LATERAL"-\ <br />18"X18" SPILL SHIELD <br />AT 2% MIN SLOPE <br />WITH SMOOTH FINISH <br />-FORM IN FIELD <br />DEPTH VARIES <br />PVC SEWER <br />SEWER HOOK-UP DETAIL <br />NOT TO SCALE <br />3/4" HOSE BIBB <br />WITH BACKFLOW <br />DEVICE (TYP) <br />3/4" GALVANIZED NIPPLE <br />a' METER PER CITY - <br />STANDARDS (ONE PER LOT) <br />3/4" GALVANIZED PIPE <br />SEE NOTE 2 -/ <br />FEMALE ADAPTOR AND 2" GALVANIZED <br />NIPPLE <br />4"X4"X4' REDWOOD POST <br />(ONE PER LOT) <br />3/4" BRASS TEE <br />3/4" THREADED <br />BALL VALVE <br />1" STRAPS (TYP) <br />I <br />I <br />LENGTH VARIES. <br />FIELD THREAD AS REQUIRED <br />l <br />l <br />I <br />SFEMALE ADAPTOR AND 2" GALVANIZED <br />U.O.N. NIPPLE <br />CORP. STOP <br />SEE NOTE 2 (FORD BRASS) <br />FINISHED GRADE <br />PER PLAN <br />- 2"X2"X3/4" 2" SCH40 PVC 12" MIN COVER <br />GALVANIZED PIPE TO ALL OTHER <br />TEE UTILITIES <br />WATER HOOK-UP DETAIL <br />APPROVALS <br />room Know what's below. <br />Call before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE THE CONTRACTOR SHALL <br />DETERMINETHE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />SEE NOTE 1 NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS <br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT Q 2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />_I <br />J <br />W Na <br />Of_ <br />,%boll <br />gao <br />Yam <br />Q <br />DIMENSIONS <br />AND <br />QUANTITIES <br />0 See General Note No. 5. <br />See Sheet 5 For 3" Slab Quantities <br />■ Values ehown for eeflrm*ig pipe qu arMee and are <br />for htormntlon or y, <br />D <br />X <br />A <br />B <br />C <br />E <br />F <br />G <br />H ■ <br />M <br />N <br />5Y2" <br />CONCRETE <br />SLAB (CYO <br />SODDING <br />(SY) <br />-, <br />Single <br />Double <br />_•_••._ <br />Triple <br />Quad. <br />Single <br />Double <br />Triple <br />Quad. <br />Single <br />Double <br />Triple <br />Quad. <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />Pipe <br />1:2 <br />Slope <br />1:4 <br />Slope <br />15" <br />2'-7" <br />1.92' <br />2.18' <br />4.10' <br />2.06' <br />5' <br />1.22' <br />2.9' <br />4.63' <br />7.21' <br />9.79' <br />12.37' <br />1.19' <br />0.38 <br />0.58 <br />0.77 <br />0.96 <br />21 <br />24 <br />27 <br />30 <br />18" <br />2'-10" <br />1.97' <br />2.74' <br />1 4.71' <br />2.56' <br />6' <br />1.41' <br />3.4' <br />4.92' <br />7.75' <br />10.58' <br />13.42' <br />1.21' <br />0.44 <br />0.65 <br />0.87 <br />1.09 <br />22 <br />25 <br />28 <br />31 <br />24" <br />3'-5" <br />2.06' <br />185' <br />5.91' <br />3.56' <br />7' <br />1.73' <br />3.4' <br />5.50' <br />8,92' <br />12.33' <br />15.75' <br />1.25' <br />0.54 <br />0.83 <br />1.12 <br />1.42 <br />24 <br />28 <br />32 <br />35 <br />30" <br />4'-3" <br />2.15' <br />4.95' <br />7.10' <br />4.56' <br />8' <br />2.00' <br />3.4' <br />6.08' <br />10.33' <br />14.58' <br />18.83' <br />1.29' <br />0.66 <br />1.09 <br />1.50 <br />1.91 <br />26 <br />31 <br />35 <br />40 <br />36" <br />5'-1" <br />2.25' <br />6.08' <br />8.33' <br />5.56' <br />9' <br />2.24' <br />3.4' <br />6.67' <br />11.75' <br />16.83' <br />21.92' <br />1.3S <br />0.81 <br />1.38 <br />1.95 <br />2.51 <br />28 <br />34 <br />39 <br />45 <br />42" <br />6'-0" <br />2.34' <br />7.21' <br />9.55' <br />6.56' <br />10' <br />2.45' <br />3.4' <br />7.25' <br />13.25' <br />19.25' <br />25.25' <br />1.38' <br />0.97 <br />1.70 <br />2.45 <br />3.19 <br />30 <br />37 <br />43 <br />50 <br />48" <br />6'-9" <br />2.43 <br />8.33' <br />10.76' <br />7.56' <br />11' <br />2.65' <br />3.4' <br />7.83' <br />14.58' <br />21.33' <br />28.08' <br />1.42' <br />1.13 <br />2.04 <br />2.93 <br />3.84 <br />32 <br />39 <br />47 <br />54 <br />54" <br />1 7'-8" <br />2.52' <br />9.44' <br />11.96' <br />8.56' <br />12' <br />2.83' <br />3.4' <br />8. 42' <br />16.08' <br />23.75' <br />31.42' <br />1.46' <br />1.31 <br />2.44 <br />3.58 <br />4.72 <br />1 34 <br />42 <br />51 <br />59 <br />60" <br />8'-6" <br />2.62' <br />10.56' <br />13.18' <br />9.56' <br />14' <br />3.00' <br />4.4' <br />9.00' <br />17.50' <br />26.00' <br />34.50' <br />1.50' <br />1.51 <br />2.89 <br />4.28 <br />5.68 <br />36 <br />45 <br />55 <br />64 <br />66" <br />9'-2" <br />2.71' <br />11.68' <br />14.39' <br />10.56' <br />15' <br />3.18' <br />4.4' <br />9.58' <br />18.75' <br />27.92' <br />37.08' <br />1.54' <br />1.68 <br />3.25 <br />4.84 <br />6.43 <br />38 <br />48 <br />58 <br />68 <br />72" <br />10'-0" <br />2.80' <br />12.80' <br />15.60' <br />11.56' <br />16' <br />3.30' <br />4.4' <br />10.16' <br />20.16' <br />30.16' <br />40.16' <br />1.58' <br />1.89 <br />3.74 <br />5.59 <br />7.45 <br />40 <br />51 <br />62 <br />73 <br />15" <br />2'-7" <br />2.27' <br />4.09' <br />6.36' <br />4.03' <br />8' <br />1.22' <br />4.0' <br />4.63' <br />7.21' <br />9.79' <br />12.37' <br />1.19' <br />0.57 <br />0.87 <br />1.15 <br />1 1.44 <br />23 <br />26 <br />29 <br />32 <br />B E <br />6.42' 6.25' Dimensions permitted to allow <br />use of 8' standard pipe lengths. <br />10.40' 10.10' Dimensions permitted to allow <br />use of 12' standard pipe lengths. <br />❑ CI Concrete slab shall be deepened to form bridge <br />across crown of pipe. See section below. <br />18" <br />2'-10" <br />2.36' <br />5.12' <br />7.48' <br />5.03' <br />9' <br />1.41' <br />4.0' <br />4.92' <br />7.75' <br />10.58' <br />13.42' <br />1.21' <br />0.66 <br />0.99 <br />1.31 <br />1.65 <br />25 <br />28 <br />31 <br />35 <br />24" <br />3'-5" <br />2.53' <br />7.18' ? <br />9.71' <br />7.03' ? <br />11' <br />1.73' <br />4.0' <br />5.50' <br />8.92' <br />12.33' <br />15.75' <br />1.25' <br />0.85 <br />1.30 <br />1.75 <br />2.20 <br />28 <br />32 <br />36 <br />40 <br />30" <br />4'-3" <br />2.70' <br />9.25' <br />11.95' <br />9.03' <br />13' <br />2.00' <br />4.0' <br />6.08' <br />10.33' <br />14.58' <br />18.83' <br />1.29' <br />1.10 <br />1.74 <br />2.39 <br />3.05 <br />31 <br />36 <br />41 <br />46 <br />36" <br />5' 1" <br />2.87' <br />1.31' ? <br />14.18' <br />1.03' ? <br />15' <br />2.24' <br />4.0' <br />6.67' <br />11.75' <br />16.83' <br />21.92' <br />1.33' <br />1.32 <br />2.21 <br />3.08 <br />3.96 <br />34 <br />40 <br />46 <br />52 <br />42" <br />6'-0" <br />3.05' <br />13.37' <br />16.42' <br />13.03' <br />17' <br />2.45' <br />4.0' <br />7.25' <br />13.25' <br />19.25' <br />25.25' <br />1.38' <br />1.58 <br />2.76 <br />3.91 <br />5.09 <br />38 <br />44 <br />51 <br />58 <br />48" <br />6'-9" <br />3.22' <br />15.43' <br />18.65' <br />15.03' <br />19' <br />2.65' <br />4.0' <br />7.83' <br />14.58' <br />21.33' <br />28.08' <br />1.42' <br />1.85 <br />3.30 <br />4.73 <br />6.17 <br />41 <br />48 <br />56 <br />63 <br />54" <br />7'-8" <br />3.39' <br />17.49' <br />20.88' <br />17.03' <br />21' <br />2.83' <br />4.0' <br />8.42' <br />16.08' <br />23.75' <br />31.42' <br />1.46' <br />2.14 <br />3.95 <br />5.77 <br />7.58 <br />44 <br />52 <br />61 <br />69 <br />60" <br />8'-6" <br />3.56 <br />19.55' <br />23.11' <br />19.03' <br />23' <br />3.00 <br />4.0' <br />9.00' <br />17.50' <br />26.00' <br />34.50' <br />1.50' <br />2.45 <br />4.66 <br />6.87 <br />9.07 <br />47 <br />56 <br />66 <br />75 <br />66" <br />9'-2" <br />3.73' <br />21.62' <br />25.35' <br />21.03' <br />25' <br />1 3.18' <br />4.0' <br />9.58' <br />18.75' <br />27.92' <br />37.08' <br />1 1.54 <br />2.88 <br />5.54 <br />8.18 <br />10.84 <br />49 <br />59 <br />69 <br />80 <br />72" <br />10'-0" <br />3.91 <br />23.68 <br />27.59' <br />23.03' <br />27' <br />1 3.30' <br />4.0' <br />10.16' <br />20.16' <br />30.16' <br />1 40.16' <br />1 1.58' <br />3.54 <br />6.61 <br />9.87 <br />13.13 <br />52 <br />63 <br />74 <br />85 <br />N <br />� <br />J <br />w <br />r- <br />m <br />J <br />LL <br />O <br />LU I <br />w <br />J <br />In <br />_j <br />i <br />I- <br />D <br />Z <br />C2 a <br />> <br />O <br />N <br />w <br />= <br />a <br />O <br />zz <br />Q <br />N <br />O0 <br />O <br />Q <br />� <br />V <br />Lr)LU <br />L/) <br />m <br />In <br />X <br />w <br />Z <br />w_ <br />Q <br />z <br />v <br />l/) <br />:D <br />d <br />_L <br />w <br />N <br />a <br />z <br />p <br />U <br />V) <br />0 <br />J <br />Q <br />III <br />iU <br />' 1' Beveled Or Round corners <br />_- - 1 " Beveled Or Round Corners 2 <br />`n �S• ` \/ \ �/� DATE <br />02/07/2017 <br />/V <br />% 04/19/2018: CITY COMMENTS <br />JID > <br />_0 0o a� <br />3 Q o <br />3 Q <br />\ / :2 x <br />Concrete Slab, 3' Or 5Y2 ThidQ <br />REVISIONS <br />Redorced With WWF exe-WI.4xWi.4 -8od <br />Lo <br />\Cll1t 1111 { tl l///// <br />5' TOP -.VIEW SINGLE PIPE _ � .�RT�''''��, <br />S/cpe Vori Sod `��� Qi/ i1 f o <br />Genero/ es See `Slope: 1:4 Miter: To I Pipe For Pipes 18" And Smaller. / G�, 40* ;P + o <br />�i'o Notes Nos A Loc. Ref. 1:2 For Pipes 24" And Larger. LL� \ NO 6t1088 v <br />3&4 C//� <br />Deepen Arwrid Otrteide 1:2 Miter: To i Pipe For Pipes 18" And Smaller. - CD <br />Edge Of Pipe For 5Y2 1 4 or B 1:1 For Pipes 24" And Larger. Concrete Slab, 3' Or M2 Thicl� <br />1' 2 Rehtorced With WWF exill4XNA TATE OF 4� <br />e <br />�'�.,� FS F, Rt3��.Q 2�''GN :N LL 1, <br />concrete Connect <br />or.�deatche�ra <Xe� TOP -VIEW MULTIPLE PIPE ''�S/�1NIA`uc`0a.l U <br />�o <br />�3addle a c° NOTE: See sheet 6 for details and notes. <br />z <br />2' 1 1 Not < Than D iu <br />No Pipe Joint Permitted #4 Bar 6" 5' Sod <br />Unless Approved By The Engineer <br />H ■ E DRAWN BY: AS <br />Paid For As F Pie To Be Included Under Unit CHECKED BY: DG <br />Pipe Culvert Price For Mitered End Section) <br />PROJECT MANAGER: DG <br />SECTION JOB #: 16002627 <br />MITERED FIFE) <br />FILE CODE: ## PER FDO T INDEX 272 SHEET NO. C /7 <br />O2 <br />