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CURB INLET #714
= 839.70
CURB INLET #712
- 839.84
MANHOLE #711
839.20
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End of Street PavgKent / / / / �► ° / ` $ 17 / ' ! Tr_
and Concrete Curbing
T.C.
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6 11111
-URB INLET #710 /
San. M.H. tF� \\ / +� e'vm e N I
837.95 . •
EX. T.C. = 841.22 /' \ / / �� rK STK 2712 in I {
N.W. INV 8830.27 'rests s I I
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S.W. INV. = 830.27 / /' �o
-URB INLET /MANHOLE #708 m
� r I
837.90
pp "Storn Inlet
T.C. ■ 837.61 A
,
N.V. INV. ■ 834.66 - Qi /7/
r a I {
' SZ. INV. ■ 834.66 / '� _ t -- - - -�� _, 3/ °
AANHOLE #707 / c, a�',d
838.60 Pot Inv. ■ 834.37 ¢tee '�� 2 e ' 9,y/ R 41• +I I
Storn Inlet �`� / mtO JS "/ 1,� . r 8*�Cy
T.C. - 837.82 /,
' (�• 'D ; ^ e� s` d 4/ / e'� ', a rs
N.V. INV. • J4.47 407/ x • " I I
S.E. INV./ 34.37 '�/ � " j./ fll�p' Q / s Sir \ / ►\ �o�� �J°�, s+v.cs>� ``il I I
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/ � � i1EL.s AT `; �� 4' / / sue. p c�3er3 d►�.►1' _ __� tv>•m � r
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AANHOLE #706 � v / � Dvivl.r�'�
»2�3
839.50
lx
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URB INLET /MANHOLE #705 �A`1�aa7o ' \ '\ o w r
339.00 �° 4 ' �'
OWN
INVAM
URB INLET /MANHOLE #704
\ � r
339.00 ° IPS / �C►Je' \ ^ r $ {
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T ury
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URB INLET /MANHOLE #703A \ � � � � t ��, � �e \ • � ��
138.37± C^ I*
INV a
(V \ \ , 19 '41 \ \ * \ \ -J�1b \ d}.y�Q I P ; a1vA I q1.1 v
C i I N
Storm Inlet
ANHOLE #703 T.C. a 838,E
39.53± S.V. INV. = 835.18���/
Storm Inlet
T.C. a 838.26 s '_ \ \'• ^ J o a m m V
�
NE. INV. ■ 835.11 71*
'\
S.V. INV. = 835.11
S.E. INV. s 835.11 ( +�
.9 INVAN).931.50
TK
�lJ o t`•�. \ ` j.�� \ '' o� \ e�� ►`� \ e'�� \ \ es! m�q �bs X310 � T�� � � I
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EX. T.C. = 842. 8 \ a4 \� 1 / \ o� Qom. - -
/ /,' /q PR. T.C. = 841.10 \\ ►a ` / \\ ���' - \ - " -. - - /- -- - - -- pd.._ .
N.W. INV. = 827.35 \\ .
•.''��+ S.E. INV. = 827.35 !�+ ��� R,�
+•� ,// �/q ,`� + \ \4 \�, EX IC P TO •9V �� tT i� -11Q -._. _ _ •�
APPED ATT R/V AN G �! _ - -. Q'' -�y►t' -Y'° 6
TD BE (K "DVED �� QP -1 >� . - J7r' L�•i
ILL
v C.D*iCTED �+ TR. r�S ?• 4GOf
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37 1.830.90 / /,�a '�' T TR.
70.46
c 111• 3210
,/'1'sA � ?� � `` \ \,�♦ \ Q o�/ • �v:csE1 -e3zao des
\NHOLE #702 ''
lei
\ iwv.avl -e31e3
40.Ot ' + •
2 3
Storm Inlet 'X 37 PR PAD
A a}• iL /j // `\ \ + \O \ ELEV.84
T.C. - 838.23 Storm Inlet \
N.E. INV. 834.23 T.C. a 838.17 \ � \ d` ►o
�\ $ �� +•� S.V. INV. = 834.23 N.E. INV. 834.041 \ \ ! `� �o •'°
N.V. INV. = 834.04 \ \\ ♦ K TR 07 ' `00 0 T a 7
✓, .Is ,/ K [IZrv. 63.37 S.E. INV. 834.04 7 INV 53
R ✓� T,
INV u33
m
Edge of Water San. M.H. i1 NV.(W) 83�no968
STK.STRL f7ol /,� EX. T.C. = 841.83 �� \ ►` e m •o�'sAO \ \\
INV. 62M 0�1' PR. T.C. = 838.29 ' _
+ -- N.W. INV. = 826.36
vl. STR. #701
RB INLET /MANHOLE #703A
8.37
ZB INLET #7036
B.37
STORM PLAN & PROF /LE
BLOCK 14B, CARMEL SCIENCE & TECHNOLOGY PARK, HAMILTON COUNTY
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10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846 -6611
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INC.
ALLAN H. WEIHE, P.E., L.S.
PRESIDENT
MICHAEL L. DeBOY, L.S.
VICE- PRESIDENT