Loading...
Storm Sewer Design Computation SheetCITY OF CHANHASSEN STORM SEINER DESIGN COMPUTATION SHEET RECEIVED Project: L! al`s�► James R. Hill, Inc Location: PLANNERS / ENGINEERS / SURVEYORS A JG 2 0 20 Description: S � 2500 West County Road 42, Suite 120 Burnsville, MN 55044 CHANH SSEN PLANNING DEPT pipe Type: f�O r F7 G P 612 / 890 -6044 fax 612 / 890 -6244 Manning's n: „y ( 3 Sheet of Job No.: Prepared by: 6 G Date: " 2 "7 - /D Structure No. I or Trib. I A I C I C X A I E I t 1 i 1 Q d Upstream Downstream Length Slope Dia Q f ll I Ratio I V f, ,ii + travel From I To - IArea No-I acrPS I rnaf I I r., a . - +, „f., n:. ,_.. T — I P 10 0 3 • 5 •1� . t°1 -_.. 15 _.._. 4, _..._. . qQ 35A° 31.gq .,, 35.9 .. 31.vS u. 2"7 ` n•ni. DAL% n.. 1Z` Z• c.i.5, I g /U, r.. /sec. min. IlemarKS 3 4 5 05 1 �4 - A t�4 toy 10 �U la3 102 11 1 3 1 Qq4 1 0 ���- 01 , s ,S .J eZ o 2z a 0 3z 0 OT .41 .� . 6'� 1 15 15 iS 15 41 41 4. 4.7 , //� pp 1 49 3•2-O x •38 - 3 5 A '� 34,bo, .80 32 , oq 31, 8 e,84 30,341 zej 32.09 .8 32•x# 28.13 Z .13 Z2. - 75 i 34 OS' 5.00 Z•d � (a S.28' 12`` 1Ti !2" 1Z" S • 0 2• �.2 2 3 4 6 lag oo 2 . t •(0 0.0b t.22 1S 4. 5.73 26.59 z 21-34 l7,$ 9 6,2$% 12'` 8. 6 7 15' 0. .5" 0 , 11 0.1 1s , 0.18 37 . 5 3 31 .z 145` 1¢° 12" 5, 7 8 o7 0 •�2 ,� , 110 0 '33 15 4, 1 31•2 2 7 •a 7 3.5 - 2�5' z•10 6 &.o 8 9 \� lo t 0 , 9 0' ;3 0'106 1 [�. 3.(0 27, Z3.5 ZI.B4 17,8 4 11 5' 492°v 1 2 .9 9 10 10 t t FLT \ 0 •33 .5 p , ! Z, 0S 1 S .94 21 •s`,}' 11, 1 `,'zq - 30 , 5. o% V5 ti 14.5 11 11 12 1 11 l l 22 0. d yv I $ 4. D'S co 39 .32- 2.3 - 3 78 36 ' 1, o% 1 z." 3,Ca 12 13 1 (v G( 2i p �2� r o 02 D .(0 1'� 4. 2.55 2,3Z 37, .53 36, 53 ` ,`15Q 12" 46 13 14 15 16 � l ,` 115 `.. 114 (9 6 � 2 ?i D '5 0 0,5$ C .['� 15 $ Q k25 0 ,�� 0 ,2 5' 1,22 l5 47 4.� �4-. 5.25 4 2. 4o APO 38,40 7 J8,13 3 6,53 X6, 39 .0 x.13 %,53 33M 277' 4.6 ` l3�` 1 ro"a 3 , 7(O tl lp �b o ° I Z" iZ" 2` 3, ca 6 .9 4,5 14 15 16 17 1 8 12 1 2 122 1e1 1 2 13 I•oc) 0 1 t .5 .S 0.5 0 � s o•5 0 , t 5 1 4 g.1 2'3(0 4•oa , I 3801 3 6,te 36-2- 3$41 37,8 ?5 A-3 210' 15 ` 0,574 0.57% 1Z` 15 2.10 17 18 19 2,1 1 1 0. 67 . 5 0,3 t At 15 1 5.55 37 .5 3 .02 33,°1°1 1o4 0 3 ° / 18' 5.S 19 20 21 114 kt3- 113 X 1-2 2S , (, 1.�3 ' 4.� Lr)x3 0'12 2 . 1 53 Q, t% l9' 1 4 10,87 ,n 37•i6l 33 Al 33.6°1 37-0 37'(A 32.4 33,3 1 3(D` 1.2°10 1 •C) 1&" 2' 11' 3•G 20 22 1 X 2lo a ,1 4.$ o 3 }4� k 4.2 14.2$ 37,toq 32 -Z5 •V 31.bO 45 ` �, o' /o ZI" 1 A ]22 — v. c.; v a--r v,u %'-+ . GL - -'rD 5;�•`t0 57.4'0 31,1 2 1 .ulp Z - (40 1 James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 West County Road 42, Suite 120 Burnsville, MN 55044 612 / 890 -6044 fax 612 / 890 -6244 STORM SEWER DESIGN COMPUTATION SHEET Proje P1 Z.• (,)A ---� Location: G H &Y ± t° Description: 0761LM ,SLA.1 ( 16 4v Pipe Type: Manni ng's n: Sheet ? f Job No.: 2 I ( — Prepared by: .� L Date: 7- 27 - I d Structure No. I or Trib. I A I C 1 C X A 1 E 1 t I I ( Q d I Upstream Downstream Length Slope Dia. Q -full — - Ra — tio Vel.-fl-1111 t- travel From I To (Area NO. 1 acres I coef. I I f' Y A I min intanc f c I Dim 1 In,. Dim 1 1 — r+ s+ rw - c _ 1 — 1— 1 W1z (1 t !q ,04 .1 03 .3,q- tq 4; 14.57 37,40 31.80 37.ZI 30.9 °1D 6 ZI " 1 5,K 1 2 1 271 M ( b 4 Ob . S .4o o .4b IS 4 IM MIA 3 6, 21 3 12 -35.02 - 2-7 � 1 • b7 12-" 2 3 iZ(v k1 DID . S 351 O ,IS 1.5 47 3 ,53 .I .DZ 37.2-1 V.15 221 ' 1.00 1Z` 1 3 . (0 3 4 b X1 0 157 - 1 .5 ,2(0 :14 t 4• tq °►1 3 1,2l 30 ?0 3,13-1 30.43 2 l b 6 Z4" Lo,q- 4 5 110 'rr, Q A .5 "Ly' 5.22 tq 4,2- 21.1 .2t 27.lQ 21.0 1 2i` 0 Z-" 21.1 5.5 FCC �r5c 6 a 6 7 ; -,� CIA B \20 1\ - — - - - - - t2. 3o •S 2 26A 22.44 5 , � ° b t?>" 13,d 8 9 \D\ 10 4 to yr5 wu 2A.4 2Z•`Z *2�.q8 21.1 3( 10 � U .�J 5 15t A 1u g1 7'1t 55 a 1 { 6 Z '� 16. 10 11 11 12 12 �� t ► C��S� 0 ► � 5 ` ` 7 14 ► S° 3, l 4- �roQ. `g ° 1 6! Z 5s �! l z 13 �� Q ` 40 • L} fl ��? O�"0 10 5"S 5�1 Q� �O, — �O ��, �� a .O 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 el