HomeMy WebLinkAbout0941.93.12REIENTION PM
NORMAL POOL = 842.0
BOTTOM ELEV. = 834.0
I
STA - 05
END OF PIPE
STR. # 701
STA 0 +70
MANHOLE
STR. # 702
i
PROFILE ONE
64' OF 12" PVC 0 1.00% MIN
ROOF DRAIN CONNECTION BY
PLUMBING CONTRACTOR
STA 1 +27
MANHOLE
STR. # 703
2 2
PROPOSED
BUILDING
STA 4 +96
=0 +00 PLAN TWO, THIS SHT.
MANHOLE 1
STR. #706 /
i
20' OF 4" SSD
EA. DIR. (TYP.)
..
T.C. = 848.00
NE��
R -3402
�o
STA 7 +68
INLET
STR. # 708
EXISTING GRADE
PROPOSED GRADE
I
I
I
t' S. G R AN UL AR B A
CKFI
LL
r
842.9 ft-843 843.32
(NW)
.08
Cr
Qf
DATUM 830
0 +00
T. C.= 847.40
NE -.
R -3402
PROFILE TWO
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.
STA 6 +40
i MANHOLE
STR. # 707
9 "HOLEY MOLEY"
DON'T IEZ: CAUTION
PLAN ONE ---
'� ��• / 1� / / LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
��''' DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE
STRO 701 - 708 ��e�' ; . / / �' BLIND GROUND EVIDENCE (including but not limited to,
manholes, d marks
by of er) ANDARE
the d SPECULATIVE IN
STA 3 +24 ` j // I',.- STA 0 +97 NATURE. THERE MAY ALSO BE OTHER EXISTING
i� /
� ��'�.� • ,,,�� �� UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR ti, ;I, GROUND EVIDENCE WAS OBSERVED, THIE EXACT
�O�
S P STR. M
MANHOLE 04 _; �' j STR�LE�09,. 1- 800 - 382 -5544
# ''• # ���5'� CALL TOLL FREE LOCATIONS UTILITIES SHOULD SHOULD EXISTING
B UNDERGROUND NTRACTOR
�� f 9, -800- 428 -`5200 PRIOR TO ANY AND ALL CONSTRUCTION.
NO. s' FOR CALLS OUTSIDE OF INDIANA
910337 STA 3+ 76
STATE OF ; 4,j MANHOLE PLAN TWO
STR. # 705
KROGER STORE #J -959 - CARMEL, INDIANA
•.,�5 /ONAL���`� STR# 706 & 709
• CIVIL ENGINEERING CONCEPT CHK: DRAWN BY: SCALE: DATE: CLIENT: DWG, TYPE FILE NUMBER SHEET:
RE��o"S PAUL I. CRIPE, INC. . LAND SURVEYING K.M.T. WRT- =5' KROGER
CERTIFIED BY:
717 GRAHAM R � � 08/2S/93 JOB NUMBER C701
INDIANAPOLIS, INDIANA 46250 ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAWING TITLE: P AN &PROFILE
DATE 17 4 _6777 • LAND PLANNING STORM SEWER L 6-
EXISTING GRADE
PROPOSED GRADE
T.C. = 850.40
T.C.= 850.49
T.C.= 847.80
T.C. = 849.20
T.C. = 849.20
NEENAH
NEENAH
N-ENAH
NEENAH
R -3286
R -3286
T.C. = 847.78
R 342
0
NEENAH
R -3402
R -3286
NEENAH
U
�
J
R -3402
__
-- - - - - - - -
- -___
_._
=
R BAC KFI LL
- GRANUL A R BACK FI LL
-----
--- -- ------
_
�
_. .
----------
- -----------
-- - ---- ---
843.37
----------
--- ----
843.47
843.79
8' PVC
842.58
842.68
842.74
842.84
842.98
843.08
POOL ELEV. = 842.00
0 84
.69t
842.17
2.24
842.34
tj
120' OF
OF
197'
OF 24' RCP 0 0.12X
24" RCP ®0.129; 15" IN (E)
RCP 0
18" RCP 0 0.20
15"
CP 0 0.25%
0 843.08
-
12" IN
039-00
839.15
842.105
N
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g
C5
LAJ CL
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W
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it
Z
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DATUM
830
0+00
1 +00
2 +00
3+00
4 +00
5+00
6 +00 7 +00
REIENTION PM
NORMAL POOL = 842.0
BOTTOM ELEV. = 834.0
I
STA - 05
END OF PIPE
STR. # 701
STA 0 +70
MANHOLE
STR. # 702
i
PROFILE ONE
64' OF 12" PVC 0 1.00% MIN
ROOF DRAIN CONNECTION BY
PLUMBING CONTRACTOR
STA 1 +27
MANHOLE
STR. # 703
2 2
PROPOSED
BUILDING
STA 4 +96
=0 +00 PLAN TWO, THIS SHT.
MANHOLE 1
STR. #706 /
i
20' OF 4" SSD
EA. DIR. (TYP.)
..
T.C. = 848.00
NE��
R -3402
�o
STA 7 +68
INLET
STR. # 708
EXISTING GRADE
PROPOSED GRADE
I
I
I
t' S. G R AN UL AR B A
CKFI
LL
r
842.9 ft-843 843.32
(NW)
.08
Cr
Qf
DATUM 830
0 +00
T. C.= 847.40
NE -.
R -3402
PROFILE TWO
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.
STA 6 +40
i MANHOLE
STR. # 707
9 "HOLEY MOLEY"
DON'T IEZ: CAUTION
PLAN ONE ---
'� ��• / 1� / / LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
��''' DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE
STRO 701 - 708 ��e�' ; . / / �' BLIND GROUND EVIDENCE (including but not limited to,
manholes, d marks
by of er) ANDARE
the d SPECULATIVE IN
STA 3 +24 ` j // I',.- STA 0 +97 NATURE. THERE MAY ALSO BE OTHER EXISTING
i� /
� ��'�.� • ,,,�� �� UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR ti, ;I, GROUND EVIDENCE WAS OBSERVED, THIE EXACT
�O�
S P STR. M
MANHOLE 04 _; �' j STR�LE�09,. 1- 800 - 382 -5544
# ''• # ���5'� CALL TOLL FREE LOCATIONS UTILITIES SHOULD SHOULD EXISTING
B UNDERGROUND NTRACTOR
�� f 9, -800- 428 -`5200 PRIOR TO ANY AND ALL CONSTRUCTION.
NO. s' FOR CALLS OUTSIDE OF INDIANA
910337 STA 3+ 76
STATE OF ; 4,j MANHOLE PLAN TWO
STR. # 705
KROGER STORE #J -959 - CARMEL, INDIANA
•.,�5 /ONAL���`� STR# 706 & 709
• CIVIL ENGINEERING CONCEPT CHK: DRAWN BY: SCALE: DATE: CLIENT: DWG, TYPE FILE NUMBER SHEET:
RE��o"S PAUL I. CRIPE, INC. . LAND SURVEYING K.M.T. WRT- =5' KROGER
CERTIFIED BY:
717 GRAHAM R � � 08/2S/93 JOB NUMBER C701
INDIANAPOLIS, INDIANA 46250 ARCHITECTURE ENG. CHK: DRFTNG. CHK: DRAWING TITLE: P AN &PROFILE
DATE 17 4 _6777 • LAND PLANNING STORM SEWER L 6-