HomeMy WebLinkAbout0941.93.14No. ;
910337
STATE OF
T
!` NaAtdP,
S
04 `s/ONAL�.�```.
CERTIFIED BY:
T.C. = 849.50 EXISTING GRADE
T.C. = 849.50 T.C.= 849.00
T.C. = 849.00 SEE ARCH. PLANS FOR RETAINING ALL EXISTING GRADE
NEENAH NEENAH PROPOSED GRADE
NEENAH R -3286 NEENAH R -3286 T.C. =849.10
R -3286 R -3286 PROPOSED BLDG
NEENAH PROPOSED GR DE
_ - N R -3286
- - - - - - -
T.C.= 847.00
-_ .-
--
`w - = WE LK
- R-4990
GRANULAR BACKFILL
::
GRANULAR BAC_ KFILL
- .:
:: -_
844.50
: -- _
-- - -- - 845.00
POOL ELEV. = 842.00 2.00 842.10 842. 842.28 842.38 842.67 842.77 842.95 843.05 843.37
�,. - � 844.60
12" IN (W) 142' OF 15" RCP 0 .25% v. - - 8" PVC
�O 0 0 842.40 18" RCP 0 0.20% 18" OUT (N) 0 843.2±
0842-28
RIPRAP amt 18" IN (S) c
o c ® 0 842.38
® ® s
eo 00 ao
C14 x C' C14
N
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C14 lit ���pp.. �•��. s•�.• � 3
Z ul (U') z M C-4 C/5 LaJ W
W O
p O N O
N
O+
p O O
tl
I I
DATUMI 820 11 DA UM 8
0 +00 1 +00 2 +00 3 +00 4 +00 +00
PROFILE ONE
STA 2 +35
MANHOLE
STR. # 725
tl
ro 1 110
•�
STA 0 +52
PLAN ONE MANHOLE
STR. # 723
STR,I 722 - 727
STA 3 +27
MANHOLE
STR. # 726
4
PLAN TWO
STRI 724 - 724A
i
h� STA 4 +56
MANHOLE
.' STR. # 727
/f/Z
PROFILE TWO
CAUTM
GAS LINE & TELE. IN THIS AREA
REFER TO HOLEY MOLEY NOTE.
CONTACT ENGINEER OF ANY CONFLICTS.
STA 0 +00 0 0
END SECTION REhN1lON 000
P0�
STR. # 728 NORMAL POOL = 842.0
BOTTOM ELEV. = 834.0
EXISTING GRADE
U +UU 1 +00 2 +00 3 +00
PROFILE THREE
STA 3 +26
INLET
STA 2 +86 STR. # 732
INLET
STR. # 731 ........................ -"T9+85
- - ..�._.............
20' OF 4" SSD 3 I::
EA- DIR.( TYP.)
15"
2 �► STA 2 +64
STA 0 +66
INLET
MANHOLE STR. # 730
STR. # 729
PLAN THREE.
STR# 728 - 732
REVISIONS
PAUL1. CRIPE, INC. • CIVIL ENGINEERING CONCEPT CHK: DRAWN BY: H«u: 1 " -50' DATE; CLIENT:
• LAND SURVEYING 08 /25/93 KROGER
3 53 7172 GRAHAM ROAD • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRANANG TITLE:
DATE INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING STORM SEWER PLAN & PROFILE
17 842-6777
NOTES:
1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE.
2. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE PROPER OUTFALL CONDITIONS.
3. ALL STORM DRAINAGE STRUCTURES (IE: MANHOLES, CURB INLETS) SHALL HAVE
POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH WALLS SHALL
BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.
4. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
DON'T "HOLEY MOLEY
SEz:
DIG
BLIND
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
monholes, inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
KROGER STORE #J-959 - CARMEL, INDIANA
DWG. TYPE FILE NUMBER SHEET;
Jos NUMBER C703
Q"; 7tSr%_ ')nnnn
STA 0 +94
20' OF 4 SSD
EA. DIR.( TYP.)
,, r ,w
=0 +00
PLAN TWO,
THIS SHT.
MANHOLE
Q�6 2
STR. #724
STA 0 +00
END SECTION
STR. # 722
0
o
TRUCK
00K
PROPOSED
�y,
BUILDING
RETENTION POND
p
O_
STA 0 +55
NORMAL POOL = 842.0
J9
�
BOTTOM ELEV. =834.0
/ `�
`! WELL
TRENCH DRAIN
10
STR. # 724A
`0
ro 1 110
•�
STA 0 +52
PLAN ONE MANHOLE
STR. # 723
STR,I 722 - 727
STA 3 +27
MANHOLE
STR. # 726
4
PLAN TWO
STRI 724 - 724A
i
h� STA 4 +56
MANHOLE
.' STR. # 727
/f/Z
PROFILE TWO
CAUTM
GAS LINE & TELE. IN THIS AREA
REFER TO HOLEY MOLEY NOTE.
CONTACT ENGINEER OF ANY CONFLICTS.
STA 0 +00 0 0
END SECTION REhN1lON 000
P0�
STR. # 728 NORMAL POOL = 842.0
BOTTOM ELEV. = 834.0
EXISTING GRADE
U +UU 1 +00 2 +00 3 +00
PROFILE THREE
STA 3 +26
INLET
STA 2 +86 STR. # 732
INLET
STR. # 731 ........................ -"T9+85
- - ..�._.............
20' OF 4" SSD 3 I::
EA- DIR.( TYP.)
15"
2 �► STA 2 +64
STA 0 +66
INLET
MANHOLE STR. # 730
STR. # 729
PLAN THREE.
STR# 728 - 732
REVISIONS
PAUL1. CRIPE, INC. • CIVIL ENGINEERING CONCEPT CHK: DRAWN BY: H«u: 1 " -50' DATE; CLIENT:
• LAND SURVEYING 08 /25/93 KROGER
3 53 7172 GRAHAM ROAD • ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRANANG TITLE:
DATE INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING STORM SEWER PLAN & PROFILE
17 842-6777
NOTES:
1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE.
2. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
INSURE PROPER OUTFALL CONDITIONS.
3. ALL STORM DRAINAGE STRUCTURES (IE: MANHOLES, CURB INLETS) SHALL HAVE
POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH WALLS SHALL
BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.
4. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
DON'T "HOLEY MOLEY
SEz:
DIG
BLIND
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
monholes, inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
KROGER STORE #J-959 - CARMEL, INDIANA
DWG. TYPE FILE NUMBER SHEET;
Jos NUMBER C703
Q"; 7tSr%_ ')nnnn