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VAR. 3 TC=860.88' n. �5,9 R.D.E.&U.E.&P.A.E. lEN.18"PVC=839.99'
I EX CURB INLET #628 r c� &S.S.E.&L.M.A.E.&B.M.P.E. lE S. 18"PVC=839.91'
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T.C.=855.88 9
18" R.C.P. E=F O
INV850.16 `•�,
I I 19" R.C.P. W Q INV =850.06 z
Z m 3
8 £ 9 ° EX. OUTLET CONTRO #638
EX. CURB INLET#627 I JkR D.&L.E. >
T.C.=855.87 18" R.C.P. W W
18" R.C.P. E NV=850.73
INV.=Ra9.Ra Y _ _ GRAPHIC SCALE, � O
18" R.C.P. W sEA BIRD W EXISTING 50' 0 25' 50' w
INV=849.79 L1 [�
I J Hzoz 23 HAMLET BMP w 3
� I � DRY
( IN FEET ) m Q
' DETENTION w w
BASIN > V = 50 FT > >
0 2 YEAR=852.14 °
44 24 oy 10 YEAR=853.10 O
r•• 100 YEAR=854.63 O q
I I \ TOP OF BANK=854.8 0.
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2s 3
w
I 1 0 43 \ '
1 � °
STOEPp,''1.,.
1 1 o r �O . ••...........
1 26
42 Mr'°No.� s
19358
•v' T.C: 854.76
/ 9 5" R.C.P. W a 0 STATE OF Q
_ 6' EMP END SECTI N 7 1 EX. ENDS CTION #950 i
B• INV=851.06 `�C/
O TO BEIRERO P \ NVR850.97 15 R.C.P - ,,s •............••••_`�\
N 1 ' r INv.= 52 w w �5'ONA'
RxUNE LA I O d . 41 VAR. o
W
T� Z m 6 B'L & S.S.E.
OZ86384VAR. &LM.A.E.
Z
R.D E 11 & I 12f L.F. 15" R.C.P. @0.27r M W Q H
10' B.L. B.L. z W W U
1 cL.11 M.A.E. 11 to 1 � "' of 3 w W U 7 Oa
EX. MH. #JG840
T.C.-856.93 cn a� Ct1 m J o Y
8" S.D.R. 35 P.V.0 N 40 0_ Cc Co Co m L I ��A C,
INV.=845.73 1 1 �' . G • ',�� 1 29 30 131 m w LpgI`A �gS, 92213 coo
8" S.D.R. 35 P.V.0 W [r y/ C 11' 2op3,
INv.=845.81 ` r 28 I 4 R �o • C7 Q o
8" S.D.R. 35 P.V.0 S 6, B L, 9 z O Q
INV.=845.63
1 39 pWP.,
1 1 r 1 I \ Iij 855.7 IE 12" CMP=855.94'
1 T B.L. I 1R. B.L E�- �4 O C4 U
1 1 Gr 6� I 1 17 U.E I I I
I 38 W_U EDRIVIL 8` I
1 1
1 1 1 1 BLOCK'B' (P VATE) 0
o 0 = r�
6' B� 866 15.0' JG oo a
1 II. #,16
W L9 L.F. l2" R.C.P. 030 C: 857.18 U
1 50' JG 1 AlT RSR10
1 37 17 B.L. 17B.L. B•� R" 1S ..'wrVI.0 S
1 1 INV.-141,21 m I TC=85724' c
1 _ 10" 54R. 35 P.V.0 E IEN. & 5.18"PVC=838.99'
INV.=841.08 ,6 0 �c,
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1 1 1 R.D.E &U. Ex. /2 0 v �jCXR
DBL. CURB I -T #639 \ I
O T.C. 854.07 36 35 34 33 w Z z co
0 1 N �12" I.P. SE 32 $.E. Gl I N s 49.56 � I &L. A. F
�=84P(/ E3 LET #636 O W Ln
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1 Q ` .. W
CULTIVATED 1 1 T.0-854.04 I I Q
12C,
FIELD " R.C.P. S a J I y
1 INV=850.09 q7 `0 r h N
12" R- 4. CxR
9i� D.E.&U.E. o VAR. Z Q s
1 .E. &L.M.A.E. I J S.L.E. I o co
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10 .L. c
1' / U c
� 1 �
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U a01
- EX. CURB INLET w/ T SUMP #640 T.C=854.23 E CD
4�`pgh,`. 4h�S 4',O J, k o,� I
15" R.C.P. �s '� xy N 9 cI
EX. MANHOLE #641 s HAMLET DRIVE v,
T.C.=855.06 INV=849.30
18" R.C.P. E 18' R.C.P. W I O
INV.=848.80 INV=849.20 1 a
18" R.C.P..W
INV.=848.70 EX. MH. #JG839� 1 a
T.C=R55.69 m I
8" S.D.R P.V.0 N
6. ' DEE INv=Raa.1R S E OF T N. 100 ACRES OF THE SE. 1/4, SEC. 34 10.4' DEED GAP
8" S.D.R. 35 P.V.0 E
INV: 844 LI
EX CURB INLET #635 EX. MH. #JG838
12" R.C.P. N 8" S.D.R. 35 P.V.0 W �_ E
INV =850.23 P w r I
WOODED 9.8' DEED GAP o I n I INv. V.0 N EOH_E
AREA N89 37 50 E 443.45 (M) R" S.D.R. 35 P.V.CN
N. LINE OF THE S. 60 ACRES OF THE SE. 1/4, SEC. 34 INv=842.37 ND REBAR W/ CAP
WOOD STAMPED "WEIHE" I I I
SHED 0S N. & 24.8' W. OF COR.
11' I I
2.0' DEED OVERLAP I I
ONE STORY x
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WOOD FRAME & WOOD ❑ I I I
LIMESTONE HOUSE SHED
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LEGEND
Q � N
- - -870 - - - EXISTING CONTOUR
- - EXISTING SANITARY SEWER ^ V
EXISTING STORM SEWER O
M-I
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER ~I--Ict
-j
W PROPOSED WATER LINE
W
l W
UTILITY CROSSINGS ODRAWN BY: CHECKED BY:
ADG BAH
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES f. SHEET NO.
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CROSSING CONFLICTS. -
CONFLICTS THAT ARE DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELYC602
THE CONTRACTOR'S RESPONSIBILITY. Know what's below. - ;
1 UPP Dl , Safely. S & A JOB NO.
Call beofomth YOU dog, Indiana Underground Plant Protection Service 60160HAM-S2