HomeMy WebLinkAbout11011 Ditch Rd. Stream Restoration Full SetSIR 0
SIR 0
850.51
848.84
PVC / NORTH .5FT
850.24
SAN GRINDER PUMP LID
849.72
CLO
28"28"
28"
14"18"
18"
850.58
PVC / SOUTH 4IN
850.96
PVC / TOP OF PIPE 6IN
850.66
PVC / TOP OF PIPE 6IN TURNS DOWN INTO GROUND
34"
20"
42"
28"
34"
18"
26"
30"
20"
20"
843.22
PVC / NORTH 4IN
845.15
CMP / SOUTH 6IN
845 .72
FIR +1 / WEIHE
846.04
852.5
3
18"26"
16"24"
10'
849.57
PVC / 4IN WEST THEN NORTH
850.89
PVC / TOP OF PIPE
851.21
PVC / TOP OF PIPE @ GND
848.25
FIR +.2 / WEIHE
3' x 4.5' CMP
IE=848.25
3.5' x 5.5' CMP
CULVERT
IE=846.04
3.5' x 5.5' CMP
CULVERT
IE=845.72850849848849850
8
4
9
850851851
850850850
849853 852852
8508498
4
8
84985084884 9
850
850
84
9
84
8
8
4
7
848847849
8478
4
6845
8
4
5
84
6
845
844 843
843844845
846
846
845
844 843
843
845
846
847
846
84
7
DRAWING NO.
NR1.0
N:\2023\230194\Drawings\ACAD\NR\E0_\Sheet Drawings\NR1.0_ExistingCondition_20230308.dwg 4/11/2023PROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:230194TBMARJSM HAMILTON COUNTY CARMEL INDIANA EXISTING CONDITIONS CAMFERDAM PROPERTY STREAM RESTORATIONwww.v3co.com DESCRIPTIONDATE NO. R E V I S I O N S ORIGINAL ISSUE DATE:MARCH 2023DESCRIPTIONDATE NO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 07/17/23
SIR 0
SIR 0
850.51
848.84
PVC / NORTH .5FT
850.24
SAN GRINDER PUMP LID
849.72
CLO
850.58
PVC / SOUTH 4IN
850.96
PVC / TOP OF PIPE 6IN
850.66
PVC / TOP OF PIPE 6IN TURNS DOWN INTO GROUND
843.22
PVC / NORTH 4IN
845.15
CMP / SOUTH 6IN
845 .72
FIR +1 / WEIHE
846.04
852.5
3
10'
849.57
PVC / 4IN WEST THEN NORTH
850.89
PVC / TOP OF PIPE
851.21
PVC / TOP OF PIPE @ GND
848.25
FIR +.2 / WEIHE
3' x 4.5' CMP
IE=848.25
3.5' x 5.5' CMP
CULVERT
IE=846.04
3.5' x 5.5' CMP
CULVERT
IE=845.72850849848849850
8
4
9
850851851
850850850
849853 852852
8508498
4
8
84985084884 9
850
850
84
9
84
8
8
4
7
848847849
8478
4
6845
8
4
5
84
6
845
844 843
843844845
846
846
845
844 843
843
845
846
847
846
84
7
CROSS SECTION A-A'
SEE SHEET NR2.2
IN-STREAM STRUCTURE 5
IN-STREAM STRUCTURE 4
CROSS SECTION B-B'
SEE SHEET NR2.3
0+00
0+770+50
0+00
0+83
0+50
0+00
0+88
0+50
0+00
0+75
0+50
0+00
0+66
0+50
IN-STREAM STRUCTURE 3
28"28"
28"
14"18"
18"
34"
20"
42"
28"
34"
18"
26"
30"
20"
20"
18" 26"
16"24"
12" ROUND BOULDERS
BANK STABILIZATION
KEYED INTO BANK
EROSION CONTROL
BLANKET (S150BN)847848849LIMESTONE BLOCKS
L: 24" X W: 12" X H: 6"8508478488498478482" ROUND RIVER STONE
FAUX STREAM ABOVE OHWM 850847848849IN-STREAM STRUCTURE 1
IN-STREAM STRUCTURE 2
CROSS SECTION C-C'
SEE SHEET NR2.4
CROSS SECTION D-D'
SEE SHEET 2.5
CROSS SECTION E-E'
SEE SHEET 2.6
8" RIVER COBBLE
845845845845844 8468468468468
4
5
8
4
4
8
46
84
58468
4
6
APPROXIMATE SITE BOUNDARY
THOMAS HUSSEY
OPEN REGULATED DRAIN
12" ROUND BOULDERS
BANK STABILIZATION
KEYED INTO BANK
12" ROUND BOULDERS
BANK STABILIZATION
KEYED INTO BANK
12" ROUND BOULDERS
BANK STABILIZATION
KEYED INTO BANK
0+00
1
+0
0
2+003+004
+005+005+650+5
0
1+502+503
+50
4+505+5075' DRAINAGE EASEMENT
FROM
THOMAS HUSSEY OPEN
REGULATED DRAIN
DRAWING NO.
NR2.0
N:\2023\230194\Drawings\ACAD\NR\E0_\Sheet Drawings\NR2.0_PROP_20230410.dwg 7/13/2023PROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:230194TPBMARJSM HAMILTON COUNTY CARMEL INDIANA PROPOSED SITE LAYOUT CAMFERDAM PROPERTY STREAM RESTORATIONwww.v3co.com DESCRIPTION DATE NO. R E V I S I O N S ORIGINAL ISSUE DATE:APRIL 2023DESCRIPTIONDATE NO. 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone 07/17/23
830
835
840
845
850
855
860
865
830
835
840
845
850
855
860
865
848.6847.1847.5844.7842.70+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+505+65
NORTH FROM DITCH ROAD SOUTH TO THOMAS HUSSEY DITCH
CAMFERDAM PROPERTY STREAM PROFILE
LENGTH OF STREAM: 564.63 L.FT
AVERAGE SLOPE OF STREAM: 0.107 FT/FT
HORIZ: 1" : 30'
VERT: 1" : 4'
STR. 5
CREST ELEV: 843.75
TOW ELEV: 842.77
LENGTH: 30 L.FT
STATION:5+15
STR. 3
CREST ELEV: 845.76 FT
TOE ELEV: 845.45 FT
LENGTH: 30 L.FT
STATION: 4+03
STR. 4
CREST ELEV: 844.69
TOE ELEV:844.39
LENGTH: 30 L.FT
STATION: 4+51
3.5'x5.5' CULVERT
NORTH INLET ELEV: 846.04 FT
SOUTH OUTLET ELEV: 845.72 FT
STR. 2
CREST ELEV: 847.33 FT
TOE ELEV: 846.24 FT
LENGTH: 30 L.FT
STATION: 2+38
STR. 1
CREST ELEV: 848.0 FT
TOE ELEV: 846.80 FT
LENGTH: 30 L.FT
STATION: 1+49EXISTING STREAM BED
PROPOSED STREAM BED
DRAWING NO.
----
N:\2023\230194\Drawings\ACAD\NR\E0_\Sheet Drawings\NR2.0_PROP_20230410.dwg 4/11/2023PROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:230194TBMARJSM HAMILTON COUNTY CARMEL INDIANA STREAM PROFILE CAMFERDAM PROPERTY STREAM RESTORATION www.v3co.com DESCRIPTIONDATE NO. R E V I S I O N S ORIGINAL ISSUE DATE:MARCH 2023DESCRIPTIONDATE NO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 07/17/23
846
850
846
850
0+00 0+20 0+40 0+60 0+77
CROSS SECTION - STRUCTURE 1
CREST ELEV: 848.0 FT
TOE ELEV: 846.80 FT
LENGTH: 30 L.FT
STREAM STATION: 1+49
HORIZ. 1"=4'
VERT. 1"=4'
AVERAGE EXISTING
OHWM ELEV. 848.15 FT
EAST WEST
6.00'
5.00'
1.00'
2.00'
1.00'
EXISTING
GRADE
PROPOSED
GRADE
LIMESTONE
L: 24" X W: 12"
X H: 6"
100 YEAR
FLOOD ELEVATION: 848.53 FT
10 YEAR
FLOOD ELEVATION: 848.40 FT 850849850
0+00
0+77847848849
LIMESTONE
L: 24" X W: 12"
X H: 6"850847848849DRAWING NO.
----
N:\2023\230194\Drawings\ACAD\NR\E0_\Sheet Drawings\NR2.0_PROP_20230410.dwg 4/11/2023PROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:230194TBMARJSM HAMILTON COUNTY CARMEL INDIANA TYPICAL PROFILE AND CROSS SECTIONCAMFERDAM PROPERTY STREAM RESTORATION www.v3co.comDESCRIPTION DATE NO. R E V I S I O N S ORIGINAL ISSUE DATE:MARCH 2023DESCRIPTIONDATE NO. 619 N Pennsylvania StreetIndianapolis, IN 46204 317.423.0690 phone FLOW07/17/23