HomeMy WebLinkAbout67-96.53M
L
760
I F
755
750
E
745
NP- 743.0
740
'1 735
730
725
720
16 18 21 ,, 30
20
12 11 10 -- - 28
� 9
13 23
STORM SEWER PLAN
SCALE: 1 "=50'
EXIST. GRADE
TC- 751.00
TC- 751.00 TC- 750.50 TC- 750.00 TC- 751.00 TC- 751.00
------ - - - - -- TC- 749.20
- -- -------- - - - - -- -- - -- - - -- - - - - -- - -- - - - - -- ------------------------------- - - - - -- ---------------- - - - - -- -- -- - - --
------------- - - - - -- - - - -- INV- 74&00(NE) ------- - - - - --
BACKFlLL GRADE GRANULAR 18" RCP /�B,C jK,FILL �-- INV- 744.90 ` N1V 8 745.08 N W
CONCRETE CRADDLE
INV- 743.00 � INV- 743.63(NEdcSW)
8 PVC._,
INV— T41.6f___.___
243' of 36" RCP 0 0.26%
CONCRETE CRADDLE
EX 8` PVC
INV- 742.2
126' of 33' RCP 0 0.25%
INV- 743.94(NE&SW) INV- 744.
199' of 33' RCP 0 0.25%
INV- 744.47(NE)
374' of 27" RCP 0 0.31%
INV- 745.63(NE&SW) INV- 746.31(SW)
171' of 24` RCP 0 0.40%
CONCRETE CRADDLE INV- 749.00
8" PVC
NV-
INV- 746.94(SW)
746.81(NE)
167' of 12" RCP 0 0.60%
26' of 18" RCP
00.50%
t
00 M o
CO � CC
cc cc
6
�" �W ��
N N m Cn (AIM m N m En Ln m
SCALE: HORZ.: 1 "� =50'
STORM SEWER PROFILE _
VERT.: 1 =5
12 13 1 14 15
760
755
750
745
GENERAL NOTES:
1. IT SHALL BE THE CONTRACTORS RESP
TO FIELD VERIFY ALL UTILITY LOCATIONS .
CONSTRUCTION BEGINS.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. CONTRACTOR SHALL MINUZE DAMAGE TO
EXISTING TREES.
HOLEY HOLEY SAY8
It DON'T
DIG
BL1111D to
1- 800482 -5544
CALL TOLL FREE
1- 8004284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
BENCHMARK
TBM JI
USGS BENCHMARK
DISK STAMPED `95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
B.E.T. B -20-96 REMO PER T.A.C. COMMENTS
L
K
J
hT
= U?
740 CERTIFIED BY
_.. THIS DRAWNG AND THE DEAS, DEWS AND CONCEPTS CONTANED
HEREN ARE THE EXCtM NIBIMTUAL PROPERTY OF S0 #O0
END ONO ODAPOR I N AND ARE NOT TO BE USED OR REPRODUCED
IN *K LE OR N PART, w1Wff 1HE NUM tANSENT OF SMW D
DOES" CORPORATION.
735 01996, Schneider Engineering Corporation
LS&ndda
730'•
�--� Go radon
�. C
3020 North Post Road Engineering
725 Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
-� - 317- 898 -8282 GIS • US
317- 899 -8010 Fax Geology
720 A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BDC /CARDINAL ASSOCIATES, LP..
ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 B
CARII 4 ERDIANA
STORM PLAN & PROFILE
Date Project No. Drawn Approv.
07/31/96 1065.21 D.T.R.
Computer Files Sheet No. A
�k \1065 WGS \21 \C601.DWG
VO. ,k1065\DWGS\21 \21BASE
)W. ,k \1065\DWGS\21 \STORY ®�
MU.- 22BASE, 238ASE, 31 BASE
m
B
rn
Q
0
Cn
Q
0
o
A
Lo
U
N
En
co
3
O
Ln
O
16 18 21 ,, 30
20
12 11 10 -- - 28
� 9
13 23
STORM SEWER PLAN
SCALE: 1 "=50'
EXIST. GRADE
TC- 751.00
TC- 751.00 TC- 750.50 TC- 750.00 TC- 751.00 TC- 751.00
------ - - - - -- TC- 749.20
- -- -------- - - - - -- -- - -- - - -- - - - - -- - -- - - - - -- ------------------------------- - - - - -- ---------------- - - - - -- -- -- - - --
------------- - - - - -- - - - -- INV- 74&00(NE) ------- - - - - --
BACKFlLL GRADE GRANULAR 18" RCP /�B,C jK,FILL �-- INV- 744.90 ` N1V 8 745.08 N W
CONCRETE CRADDLE
INV- 743.00 � INV- 743.63(NEdcSW)
8 PVC._,
INV— T41.6f___.___
243' of 36" RCP 0 0.26%
CONCRETE CRADDLE
EX 8` PVC
INV- 742.2
126' of 33' RCP 0 0.25%
INV- 743.94(NE&SW) INV- 744.
199' of 33' RCP 0 0.25%
INV- 744.47(NE)
374' of 27" RCP 0 0.31%
INV- 745.63(NE&SW) INV- 746.31(SW)
171' of 24` RCP 0 0.40%
CONCRETE CRADDLE INV- 749.00
8" PVC
NV-
INV- 746.94(SW)
746.81(NE)
167' of 12" RCP 0 0.60%
26' of 18" RCP
00.50%
t
00 M o
CO � CC
cc cc
6
�" �W ��
N N m Cn (AIM m N m En Ln m
SCALE: HORZ.: 1 "� =50'
STORM SEWER PROFILE _
VERT.: 1 =5
12 13 1 14 15
760
755
750
745
GENERAL NOTES:
1. IT SHALL BE THE CONTRACTORS RESP
TO FIELD VERIFY ALL UTILITY LOCATIONS .
CONSTRUCTION BEGINS.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. CONTRACTOR SHALL MINUZE DAMAGE TO
EXISTING TREES.
HOLEY HOLEY SAY8
It DON'T
DIG
BL1111D to
1- 800482 -5544
CALL TOLL FREE
1- 8004284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
BENCHMARK
TBM JI
USGS BENCHMARK
DISK STAMPED `95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
B.E.T. B -20-96 REMO PER T.A.C. COMMENTS
L
K
J
hT
= U?
740 CERTIFIED BY
_.. THIS DRAWNG AND THE DEAS, DEWS AND CONCEPTS CONTANED
HEREN ARE THE EXCtM NIBIMTUAL PROPERTY OF S0 #O0
END ONO ODAPOR I N AND ARE NOT TO BE USED OR REPRODUCED
IN *K LE OR N PART, w1Wff 1HE NUM tANSENT OF SMW D
DOES" CORPORATION.
735 01996, Schneider Engineering Corporation
LS&ndda
730'•
�--� Go radon
�. C
3020 North Post Road Engineering
725 Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
-� - 317- 898 -8282 GIS • US
317- 899 -8010 Fax Geology
720 A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BDC /CARDINAL ASSOCIATES, LP..
ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 B
CARII 4 ERDIANA
STORM PLAN & PROFILE
Date Project No. Drawn Approv.
07/31/96 1065.21 D.T.R.
Computer Files Sheet No. A
�k \1065 WGS \21 \C601.DWG
VO. ,k1065\DWGS\21 \21BASE
)W. ,k \1065\DWGS\21 \STORY ®�
MU.- 22BASE, 238ASE, 31 BASE