NOTES STORM SEWER PLAN DISINFECTION OF NEW WATER MAINS SHALL BE IN CONFORMANCE

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rain to sediment trapping device PP M Min 8 2 oarse ggregate Min ne ay 2 Min wo ay X ) H UP H, BMP 2x PP U X Y ) 8 UH U PP B HY H ) Mc, X 8 9 9 9 9 P V t w g a r c h c o m PP Min Min Min PP M pproach transition pproach transition M 8 Min Min H H M PV H H H H P B U H U H M PU PV P H PJ BH MMUM B H H PP H M oundation course min PU PV P B Y PB MPM V V U X YP ) H M PU PV P H M H QUM H H X M VM QUY Q) P PM M H M U PUBH H BUY, 998, H M PU PV P HU H 9 UH U M, X 82 9 2 BP M # ) H H H H YP U HH B U YP ) B) B H P Y B U; he length of the type construction exit shall be as indicated on the plans, but not less than 2 he coarse aggregate should be open graded with a size of to 8 ) B P H B MPM PU M ; he approach transitions should be no steeper than and constructed as directed by the ngineer he construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other materialas approved by the ngineer he construction exit shall be graded to allow drainage to a sediment trapping device he guidelines shown hereon are suggestions only and may be modified by the ngineer onstruct exits with a width of at least ft for oneway and 2 ft for twoway traffic for the full width of the exit, or as directed by the engineer H M H PPY H PPY H UP H, HY MY B U, PU Y Y HU P PPV M PPP MP H UP H H UV M H M M H H M P P 8 P H B M M X H P H HV M X UU BU PP U X YP ) MPM HU; ) B H BZ/M MMZ PV M MP U MP H H MK H M PU PV P VB UP QU, Q H MU M P HV H H, U,P, M H P, H X P PV V, M U M K HU B MPH BY H H BZ MU B P MMUM VY Y H 2 H Y M V H P QU V BY H P MU B MPM H Y P P P H UMMZ P V MPM H M PU PV P H B B P H P UB H P HU Y U H P PM B U Y VY H M PU PV P 8 H H P PPP U MM P PV H H,, P,, H PU M B P MH M) BY H M P H H M & B P U VY P P P P V PK P) YP) 9 H H M MY H P QU BY U M,MH QU, M H MPM H QUM H P M H B H U H H JB H M H H H P B XV, H B P BZ UZ H V M 2 M) MX P Z H B X P K H M H VM QUM BM P H M PU PV P H K H B BY H H V BK 2 PV H B MUH H P MMY UP MP H U H MBKM H H M KP U UY BHM P BY H P P B H H PPX H BM UPM MMUM H Z H B QU BK H MP MPY M H H U BZ U X X P P X Y PV Y H H U M ) H P H H B U H H H M B HY B H B MMUM H H MMUM B M H BK & H MP M U U M MY B U H M PM UB U P M M V U 2 Y M QUY MY B U U H M HU B Z MX HUH PM/ M MM M H 2 MB P 8 M H K VP P HY B BZ P MPY P PM, PPB) MPY MUH Hay or traw) PV U U XB H BU Z H P BK P MP MUU MP BB H pecify Practice) K UU P MPY P PM, PPB) BB K HY B K M V, P, PM K V, P, PM V K MB PP P PV UM K B U X MB M U X H M P M B M M P U UU P P UB U M VY V H pecify Practice) M MM M B PV BY PP M YM U PP H V PPV BY P B 2 HY B H B BU BY M MM V QU U) H Y PYPPY H B H B MP Y VB M HY B H B MB H MUM H PB /2 H HH H B H K J B H V B PM, H U K P 2 PP, PP, BB PJ U PP Y H PV YU HY B H B P H HY BU H J B H B H B P V U VY MP, PM PP H B P U BY H P H B P H U H P H /8 B X K, V HUH H B H K H B H PVUY B H B H HY B H B UY H U H H U Y MY B M BY H K J B M /2 HH B M MM H M H HU B, H B, B B MX H M H H PU U, P, U / ; U U,PVM H VH P H P V B HY, Y PYPPY B PP M /2 HH B H UY K PVUY B B BB V B B H HY /8 B x K X P MM PK PH JU 92 P HHY U BU, X 89 B P B HY PJ //2 JU, P V P, X 92 P

8 2 82 929 9 X ) H UP H, 9 9 8 2 8 UH U 2 Mc, X 8 2 2 2 9 9 9 9 9 9 9 9 t w g a r c h c o m 2 9 2 2 2 9 82 2 9 2 2 2 2 9 88 29 88 9 UH U M, X 82 2 2 2 22 2 2 9 2 BP M # 2 9 2 2 2 9 9 H M H PPY H PPY H UP H, HY MY B U, PU Y Y HU P PPV M PPP MP H UP H UU BU V PPV BY P PP X H UY P MM PK PH JU 92 P HHY U BU, X 89 JU, P P, X 92 PJ V //2 PK M

/8 M MX P UMMY J / P XP J VY V P / P / KX2,/ M Y J x # MH UH UB Y MP o, 2 MH 8 J / H B P MPV H 28 Y 2 K H B H MMB U MPU YP 2 H PM w/ X PM P PM M P M K / XP J QU cc H B J H X cc XP J H HV /2 XP J M, o, 2 MH B PV B P V BU P 2 U P UB M K P 2 U M BYP) QU K U HUH UM MY J M K 8 2 X ) H UP H, 8 UH U Mc, X 8 9 9 9 9 t w g a r c h c o m UB U K MMUM K M XP J 2 K H X 2 H psi PPP MP V P K P B ) K H B K M MX H HV MMUM MPV H VY X X UY H PV P UB H MPY H U H M H H J PVM, PV HK 8 H) H P X) K YP HP MP BU K MP B UB K P) 9 UH U M, X 82 9 2 BP M # H H B 8 PV XP J M H K M X BU / XP J / MH B UB U J / XP J / o, 2 MH H M H PPY K P P YP J YP HP MP BU K P8 H PPY H UP H, HY MY B U, PU Y Y HU P PPV M PPP MP H UP H 2 P PP, B VB M QU H Values to be added Values for one Pipe for each addtl Pipe X Y einf bs) onc X and Y) einf onc bs) Y) 2 2 8 9 2 2 2 9 99 2 2 8 2 9 2 8 2 2 2 8 2 9 8 2 9 9 8 9 8 8 2 2 8 9 8 2 22 8 9 29 28 9 8 9 9 9 8 8 2 9 2 9 8 2 2 2 2 8 9 9 29 22 8 8 8 9 2 2 8 9 22 2 2 9 9 2 28 8 8 9 2 8 9 8 89 8 2 9 8 22 2 8 2 2 8 9 2 2 2 8 8 9 28 2 8 9 8 8 2 9 9 2 9 8 2 2 2 2 8 8 8 29 2 9 9 8 8 29 28 8 2 9 8 9 22 9 8 2 2 9 9 22 2 8 9 2 9 2 9 8 8 2 2 8 9 8 8 2 9 2 8 2 2 2 8 8 2 2 2 9 9 9 8 29 28 9 2 8 2 28 8 8 9 8 89 8 8 2 8 8 9 8 9 22 8 8 2 8 2 8 8 2 2 89 28 29 8 2 8 2 8 22 2 22 8 2 98 2 8 2 2 2 8 28 2 9 8 9 9 8 8 2 8 928 9 2 8 9 9 22 9 9 28 2 2 9 2 2 2 8 2 2 2 2 8 2 8 9 9 9 2 9 9 9 8 8 2 2 2 8 9 2 2 2 8 2 8 9 2 8 8 2 2 2 2 2 8 2 9 2 2 2 9 9 8 28 2 8 9 2 8 92 92 9 9 229 8 H Y 8 Bars Pipe or Pipes Bars Bars Bars V V x onforms to slope perpendicular to dwy Bars x Bars Bars V V x V howing dimensions Bars X/2 Bars ~ 8 Bars x 2 Bars Bars K P pacing at Max inished rade oadway lope) Max Min K X H 2 yp) Quantities shown are for concrete pipe and will increase slightly for metal pipe installations or vehicle safety, curbs shall project no more than above finished grade urb heights shall be reduced, if necessary, to meet these requirements o changes will be made in quantities and no additional compensation will be allowed for this work Provide a footing as shown where required to maintain Min cover for pipes Quantities shown are for one structure end only one headwall) Min ength x Max ength 2 x H x line 2 x H 2 x 2 x H 2 x engths of wings based on lope along this Bars ontractor shall provide bars as needed to support Bar on inside face of wall Bars + Bars Bars Bars Bars V V x Bars Bars V onst Jt Bars B x oe of lope B Bar ize pa o # ~ B # ~ # ~ # ~ # ~ # ~ ~ # ~ 2 # ~ V # ~ # ~ B V x pecifications psi B M PP, 9 2 2 8 2 2 9 2 2 8 9 2 2 8 2 9 9 + Y 9 Min B B & B B X esigned according to H einforcing steel shall be placed with from the surface of the concrete ll reinforcing steel shall be rade directly to these culvert headwalls B Bridge ivision tandard H the center of the outside layer of bars ll concrete shall be lass and shall have a minimum compressive strength of H 2 long) K PP UV K H o bridge rails of any type may be mounted JU 92 X P V PPV BY P PP H UY P MM PK PH HHY U BU, X 89 Bars Bars Bars Bars x H JU, P P, X 92 PJ V /9/2 YP V