HomeMy WebLinkAbout0941.93.13MI
T.C. = 849.75
0 +00 1 +00 2 +00 3 +00 4 +00 �4vu 154 U i+UU
PROFILE ONE.
T.C. = 843.87
NE- A-
R-3286
T.C.= 846.50
NEENAH
T.C.= 844.40 R -3286
PROPOSED GRADE NEENAH PROPOSED GRADE PROPOSED GRADE
EXISTING GRADE R -3286 EXISTING GRADE EXISTING GRADE
- 15 IN (NW) 0 840.00
t - = = GR --UL-AR---- 21 IN (E) 0 839.92
J
1 F -- =G_ RANULAR — KFILL:_- —
= _ - - -- - --- - - - - -- 840.02
BACKFILL - 0.00 %
840.00 840.12
r -- L r
838.31 838.48 24" OUT (W) 0 24" OUT (W) 0 839.92
'- — 0 839.92 839.92
N
rt o 15' IN (S) 0 839.92
24' OUT (W) c ® 21' IN (E) 0 839.92 0
0838.31 p
24' IN (E) v
e3
0838.31
_N ZF O J F
N 7 = n La U, O a 41 Eli L�i. to
W O Z��� C> oN x=�SJ� O
Z O N < CL � d
a 8 +g
++ +
W +
III
DATUM 820 1 D TUM 840 1 1 DATUM F.12200
0 +00 0 +00 0 +00
PROFILE TWO
PROFILE THREE
T.C. = 844.00
NEB E—
R- 1772 -A
PROFILE FOUR.
NOTES:
1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE.
PLAN FOUR STA 0+50
PLAN ONE 2. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INLET INSURE PROPER OUTFALL CONDITIONS.
STR# 711 do 721 STR. # 721 3 POURED FLOW LNESEAND BENCH W(ALLSMTHE OFLOW LINES INLETS)
AND BENCH WALLS STR 710 - 716
BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.
I STA 1 +33
' STA 4 +88 4. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
STA 0 +00 I =0 +00 PLAN THREE, THIS SHT. WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
I
122 6' ts, =0 +00 PLAN FOUR, THIS SHT. MANHOLE STA 5 +03 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
NEW MANHOLE I Ex INLETS s MANHOLE
STR. 710 I EX. 6' STR. # 712 EXCAVATIONS EXCEEDING FIVE (5) FEET IN DE�PTHBPART "P" APPLIES TO ALL
# Ii' EX. E REMO o )/x 6" STR. #711 MANHOLE
EX. �I' RC i d' X24 21' STR. # 713
6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
• '44. t ...�.�......._.. ...,_, ,.«... ., .. __......... ....— ...,.'.� .n........rr «..... « «««.. «.. r« « r.r ................« r.... ....r... «.... «................r
.. -.. _ ., _. _. ...� ._.. ... -.. ....�.,_.._ .....__.�..._.... —. ... . . ...._.. ....
..... ... �. �........ rr ....u.. u,.• .................. nn,..............,... n.... ...............,............nn� rin...... .....rn�n..
._
^u.. r,. r.. «.. «m..........««.««.m ««««««... « ruu r«.......«« r«...........««....«u«««.0 .«..u......... «uu............«« «guru .u., ....« «u ..... ...... .....
- — — %> IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
m ....................
ABOVE STATED REQUIREMENTS
i _ _...4F 4 SSD . _ ._... -1 _..... _ ..._.. ___ _
150 ...,.. «.. « «,. ,.,,, _.. _ ..._....,_......_360_.._.... _ _....._.._ _ __. ____ ._._ - .. . ............._
PLAN TWO STA 0 +70« . « : W ::�.� :- «««« « :.. 20' OF 4' SSD ?4...,c;ial.,,.,.,,. -.".- ,. EA. DIR. (TYP.} $ x
' EA. DIR. (TYP.)
--
.............. ............................................ n,,.,.,...,...,.....,,,.,,,.......,.. ,..,,...........,,,,,,,..,,,,.. «..... .. «««,............... «.... « «,.. .. ...................... «........
STR# 710 k 717 MANHOLE « « ........................ ..............................� ......
rmnrtrtrtYrmmmrtrterP "rtrtermrrliT �'T � rilirlR-feerillyu , r.
STR. # 717 Ts`- STA 0 +54 I ' Es.e STA 7 +01
I �«..m.....,,.... l - — _.�....,.. ..I,...,. INLET ��, �,..rr ,m.
i
MANHOLE
STR. # 719
..««««...... � STR. # 715
STA 0 +72
MANHOLE "HOLEY MOLEY CAUTION
STA 0 +14 STR. # 720 STA 5 +43 _ STA 7 +43 DON T SEZ. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
CAUTION: WATER LINE REFER INLET
LAKE OUTLET DI SHOWN ON THIS PLAN ARE BASED UPON ABOVE
TD HOLEY M °LEY NOTE. PLAN THREE MANHOLE ,
NOTIFY ENGINEER OF ANY CONFLICTS. STR. # 71$ STR. # 716 BLIND GROUND EVIDENCE (including, but not limited to,
STR. # 714 _ manholes, inlets, valves, and marks made upon
STR 711 & 718 - 720 I RElENTIION P01� the ground by others) AND ARE SPECULATIVE IN
NORMAL POOL = ND NATURE. THERE MAY ALSO BE OTHER EXISTING
**UNU M%� BOTTOM ELEV. = 834.0 ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
� M. 4y, — UNDERGROUND UTILITIES FOR WHICH THERE IS N
pF , —800- 382 5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT
P iST C'�.y'1r CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
i 1 -800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION.
NO. FOR CALLS OUTSIDE OF INDIANA
910337
STATE OF i 4
KROGER STORE J -959 - CARMEL, INDIANA
ONAL.�t`���` 1j
• CIVIL ENGINEERING CONCEPT CHK: DRAWN BY SCALE: DATE: CLIENT: DWG, TYPE FILE NUMBER SHEET:
CERTIFIED BY:
REvI�ONS PAUL I. CRIPE, INC. . LAND SURVEYING K.M.T. yERZ :�� KROGER
717 - • 08/2s/93 JOB NUMBER C702
2 GRAHAM ROAD • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAWING TITLE:
`) 3 INDIANAPOLIS, INDIANA 46250
ATE 17 4 _ ,,, • LAND PLANNING STORM SEWER PLAN & PROFILE