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° PIPE 1 45 RCP BEND 27' RCP 45° RCP \ INLET 02 f
190.0 LF 0.4% \
EXISTING STORM ~ BEND POND OUTLET V-5718 SEWER INLET \ STRUCTURE c 320.00 TG 'm
FL OUT=
311.76 e i~ ~ f~IPE 4
DETENTION '4• RCP ~
AREA 315.05 °33.1 LF Q 0.5% £
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312A0 314 / FL IN= ~ ~ ~ ~ ~
LEGEND ~ 31s.1o ~ \ - _ _ - ~ / / \ _ PIPE 7 W-8 W-8 ---W-6 -6 W-6 -6
PROJECT BOUNDARY ~ ~ / / T ~ 1r PVC
EXISTING STORM SEWER UNE sT sT CONCRETE , j ~ 87.8 LF ~ 1.5°.6
FLUME / / ~ EXISTING STORM SEWER GRATE INLET ❑ , / ~ ~ ; E , ~ / T
~ T ~ PROPOSED STORM SEWER UNE _ - _ _ - - _ _ _ m ~ / , / PIPE 2 , J~ \ ~ L_
PROPOSED WATER UNE W-8 HEADWALL \ ' \ \ 2T R P ~ / / ~
PROPOSED SEWER UNE s-8 48. @ 0.8% , i( PIPE 3 j FL IN= ,p, ~ 2T RCP FL OU - r
PROPOSED STORM SEWER GRATE INLET ® 313.01 `v' . o / 116.5 0.5°~ \ 317.41 o \ \ _ / ~ ~ I I]
PROPOSED STORM SEWER JUNCTION BOX ~ \ FL T ( ~ m 313. / % ~ FL IN=
WATER FLOW DIRECTION F INLET 101 / ~ ~ \ 317.45 / / ~ ~ y-
V5724-1 / \ IN
TG=319. / ~ \ r - ~ _ ~ / T ~ \ i FL - ~ \ I _ ~ ~ AA 317.77
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314.22 ~ ~ FL IN= II t~ ~ DRAINAGE NOTES ~ I
316.00 II PIPE 15'~ e' ; ~ R PIPING AND - I 12"PVC s II ~ TI
1. THE DETENTION FAgLITY AND THE STORM SEWS PIPE 15A 149.4 LF @ . % ; ~ 1' ! I INTAINED BY THE ~ / INLETS ARE PRIVATE AND WILL BE MA 12 PV I PIPE 8 I -
DEVELOPER EXCEPT FOR THE PUBLIC STORM SEWER UNE FROM T T I FF-324.00 18 LF @ 1.0% 1r PVC - I sr
THE DETENTION POND TO THE EXISTING INLET ON LUTHER m 98.2 LF 1.0% ' ~ II ~ STREET. THIS PIPE WILL BE LOCATED IN 1HE SIREET 1 _ yid -
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316.45 1 II PIPE 10 318.11 / I
RCP T & G ASTM , I FL = ( 8' PV / 1 2. PUBLIC STORM SEWER PIPE MATERIAL I FF 324.00 I' i; I C-78, CLASS Ih PIPE. I II 316.27 m 18.3 LF tj~ 0.5% y , ~ 9
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3. PRIVATE STORM SEWER PIPE MATERIAL CONIECH A-2000 PVC I , II ~ 318.49 ~ I I ~ i DRAINAGE PIPE OR RCP, T & G, ASTM C-76, CLASS III PIPE. II \ _ - ~ ~
F II ~ ~ INLET 109 ~ ,
4. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & II \ ~ -322.75 I
BACKFILL DETAILS AND INLET, JUNCTION BOX & HEADWALL \ T II ~ ~ ~ INLET 107 FL OUT= INLET 108 , "i7€
) ~ ~ TG=323.00 18.62 ~ I ~ I ~ ( T
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l ~ I L ~ - 1 II ~ INLET 126 I
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w_.__._ a ~ INLET 125 w -
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FL OUT= II v, a Plf E 28 _ - - - - _ INLET 114 318.04 PIPE 16A I 12' PV - - - - - - - - - - ~ Ci
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30 LF @ 1.0°~ II ~~i ~ 320.08 / T m i It I FL IN= FL ~Ikr,.
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FL - 2 ~ i T_.~: a 318.70 TG=322.1b II PIPE 30
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er-~-;~ ~W W ~ FL = I - 9 - ~ 121.3 LF 0.5% m , ' I ~ 31$.42 ~
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~ INLET 123 319.54 319.73 m FF=324.00 , PIPE 26 PIPE 27 PIPE 31 ~ G=322.85 1r PV 8' PV ~ INLET 128
12" PV _ TG-323.00 145.9 LF 1.0°~ 51,4 LF ~ 1.0% 37.8 LF ~ 0.5%
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I INLET 122 h., ~ ~ ~ ~ 5 I I ~ TG--321.25 L ~ ~ ~ INLET ,Y~'
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I i ~ I f ( / ~ X24 RCP m ~ i~ 219.4LF@0.35%
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PIPE 25A ~ ~ PIPE 25A L IN= I I < 12" PV y a 18" PV 14.90 I FL IN-
I 34 LF @ 2.0% 49.9 LF 1.5% 3 I I 314.21 C,i R:-.
m ~ I I W
I I FL OUT= INLET 118
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m r FF-323.50 II ~ ~ -a PIPE 21 I FF=324.00
27" RC I ~ 11 l 103.3 LF @ 0.35% I I 11
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m ~ i ti- n I ' ~t:k FF= 324.00 11 FL = , ~ . --------~-'"fit I ~ : Y
I _ I PIPE 20 11 315.8 ~ ~ I ~ ~ ~ / i I , 1r PV 11 ,
I 61.1LF@0.5% 11 may-
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r \ ! ~i m - - FL IN= / i PIPE 19 / `°'w. ~'2' CUR$ J f m
--~,.~t ~ ~ + 12' PVC PIPE 19 OFIEMNG / -12' PVC
313.60 1, 1 ! L F J f 131.8LF@ 1.0% 131.8LF@1.0% SHEET
30 15 0 30 T 4 CURB
SCALE IN FEET
4- y 315.79 (STING ~ ~ `'f
T 115 FL IN=
s v 314.35 PIPE FL T=
FL IN= 31 5 18' FL OUT x`0.2 l 0.5% 315.20-- PIPE 18 r_,, C6
314 .70 EXISTING 30" STORM 12' PVC F f _ f w 1--
SEWER PIPE INLET 116 58.5 LF @ 10% w-- j` _ w _.---W / i _...----SAN \ ~
m ( TG-321.00 f•_w.._.----` ~ ~