HomeMy WebLinkAboutC3 - DRAINAGE DETAILS - CIVILFUTURE 60' DEDICATED R/W
60' DRAINAGE & UTILITY
EASEMENT FOR ALETTO
D. & U. E.104'48'
97'23'7'104'153'
64'72'PORCH 9'32'
10'COVERED PORCH42'67.2'80'20.0'70.0' R.O.W.
20.8'DU&SEc.o.
c.o.PHASE 2 1-STORYBUILDING ADDITIONPHASE 3
REMODELED OFFICE & MEETING SPACE
PHASE 2
REMODELED THERAPY / CLINIC SPACE
PROPOSED CURB INLET-7
T.O.C. = 863.53'
15" RCP INV. N OUT = 859.53'
15" RCP INV. S IN = 859.63'
6" PVC INV. W IN = 860.28'
PROPOSED CURB INLET-6
T.O.C. = 864.85'
15" RCP INV. N OUT = 861.25'
15" RCP INV. W - 861.50'
x MA
T
C
H
x 8
6
4.
7
2
x 86
9.
8
7
x 86
9.
9
2
x 86
8.
8
2
x 86
9.
3
8
x 86
8.
8
7
x 868.15
x 8
6
8.
1
5
x 86
8.
7
5
865.0
0
x
x 86
8.
7
5
x 86
9.
3
6
x 8
6
8.
1
9
x 8
6
5.
5
9
x 869.27x 8
6
9.
4
6
x MA
T
C
H
8' ASPHALT BIKE PATH126' - 15" RCP @ 1.27%CONCRETE FLARE END
SECT. INV. 858.84'
36' - 15" RCP @ 2.16%
176' - 15
"
R
C
P
@
1
.
2
6
%
120' -
1
2
"
R
C
P
@
0
.
7
%24' - 12" RCP @ 0.5%PROPOSED CURB INLET-4
T.O.C. = 868.15'
12" RCP INV. NE OUT = 864.68'
12" RCP INV. S IN = 864.78'
PROPOSED CURB INLET-5
T.O.C. = 868.40'
15" RCP INV. E OUT = 863.75'
12" RCP INV. SW IN = 863.85'
6" PVC INV. N IN = 864.35'
PROPOSED CURB INLET-3
T.O.C. = 868.15'
12" RCP INV. N OUT = 864.90'
CONCRETE FLARE 1
END-SECT. INV. = 863.89'
CONCRETE FLARE 2
END-SECT. INV. = 863.60'
x 86
9.
9
9
MATC
H
E
X.
x 86
9.
4
0
x 86
6.
1
2
866.2
5
x
869.8
1
x
869.8
1
x
868.5
0
x
868.6
9
x
869.3
1
x
HIGHPOINT
HIGHPOINT40.0'
PROPOSED 1
2 R/W
EX.- F.H.
x 86
6.
0
0
x 87
0.
1
0
x 8
7
0.
1
0
x 86
6.
3
5
x 8
6
5.
1
2
x 86
5.
0
0
869.81
x
x 8
7
0.
1
0
x 86
9.
8
1
x 87
0.
1
0
x 8
7
0.
1
0
x 87
0.
1
0
870.10 x
x 86
9.
8
1
x 8
6
9.
8
1
x
8
6
9
.
8
1
PIV
x 868.74
x
8
6
9
.
0
8
x 868.32
x 867.91
x 867.26x 86
7.
4
4
HI
G
H
PO
I
N
T HIGHPOINTx 86
9.
0
4
x 8
6
7.
7
4
x 86
8.
8
1
x 8
6
8.
4
0
x 86
8.
7
3
x 8
6
8.
8
8
x 86
9.
6
5
x 8
6
9.
1
7
x 8
6
7.
0
0
x 86
7.
9
7
x 8
6
7.
1
4
x 86
5.
1
0
x 86
9.
9
0
x 8
6
7.
2
8
x 86
7.
1
0
x 8
6
8.
5
2
x 869.20
x 869.50
x 869.25
x 869.23
864.85
x
MATCH
x
MATCH
x
863.53
x
x 86
4.
1
7
106' - 6" PVC @ 2.0% DOWNSPOUT
DRAIN TO CURB INLET
90' - 6" PVC @ 5.0% DOWNSPOUT
DRAIN FROM CURB INLET (PHASE 2)
c.o.
EX. 6" SAN. C.O.
INV. 866.44'
WEDGE ASPHALT AS
NEEDED TO MEET GRADE
WEDGE ASPHALT AS
NEEDED TO MEET GRADE
MATC
H
MATCH
x MATCH
HIGH
POINT
90' - 8' WIDE INFILTRATION
TRENCH SWALE @ 1.0%, SEE
DETAIL 1/C2A
86986886
5
86
1
868
869
869x 86
9.
3
6
868
x 86
9.
6
0868867869866
72' - 12" RCP @ 0.4%
PIPE BEDDING PER DTL.
ON C5.1
ROCK CHECK DAM
FOREBAY 0.011 Ac-Ft
SEE DETAIL 2/C2A
176' - 6" DUAL WALL
HDPE UNDERDRAIN @
1.0%, SEE DETAIL 1/C2AFLOOD ROUTING
ELEV. 860.30'
FLOOD ROUTING
ELEV. 864.03'
6" DUAL WALL HDPE
UNDERDRAIN
DISCHARGE @ INV. OF
EX. CURB INLET STR.
FLOOD ROUTING
ELEV. 868.81'
FLOOD ROUTING
ELEV. 868.65'
FLOOD ROUTING
ELEV. 865.50'865.5
0
x
MATC
H
E
X.
ROCK CHECK DAM
INF. TRENCH CAP.
0.112 Ac-Ft, SEE DETAIL
3/C2A
C3
1803-021KEELER-WEBB ASSOCIATESPROPOSED DRAINAGE PLAN CHILDRENS THER-A-PLAYPHASE 2REMODEL & ADDITIONSOWNER REVIEW07-11-2018PHASE 2 OWNER REVIEW07-27-2018 STRUCTURE DATA TABLE
No RIM ELEV.INV. IN INV. OUT STR. SIZE STR. TYPE CASTING OUT DIR.NOTES & DETAILS
1 863.88'(2)12"END-SECT 12"S SEE SHEET 5.2 FOR DETAILS
2 863.60'(1)12"END-SECT 12"S SEE SHEET 5.2 FOR DETAILS
3 868.15'864.90'(4)24x24 INDOT TYPE A R-3286-8V 12"N SEE SHEET 5.2 FOR DETAILS
4 868.15'864.78'(3)864.68'(5) 24x24 INDOT TYPE A R-3286-8V 12"NE SEE SHEET 5.2 FOR DETAILS
5 868.40'863.85'(4) 863.75'(6)24x24 INDOT TYPE A R-3286-8V 15" E SEE SHEET 5.2 FOR DETAILS
6 864.85'861.35'(5)861.10'(7)24x24 INDOT TYPE A R-3405 15" N SEE SHEET 5.2 FOR DETAILS
7 863.53'859.63'(6)859.53'24x24 INDOT TYPE A R-3286-8V 15" N SEE SHEET 5.2 FOR DETAILS
(DENOTES UPSTREAM OR DOWNSTREAM STRUCTURE No.)
STORM SEWER PIPE QUANTITIES
L.F. SIZE TYPE
216'12"RCP
338'15"RCP
T(U)
LEGEND
x 86
8.
7
0
DOWNSPOUT
PVC DOWNSPOUT ADAPTER
SIZE TO FIT DOWNSPOUT FROM ROOF
PROPOSED GRADE
6" WYE WITH CLEANOUT PLUG
6"x6" PVC TEE
6" PVC DOWNSPOUT
DRAIN PIPE, SEE PLAN FOR
INVERT ELEVATIONS
6" PVC 9O° BEND
COMPACTED
GRANULAR BACKFILLCANOPY COLUMNCANOPY FOOTINGFOR CARMEL PERMITS5-31-2019ENGINEERING REVISIONS6-27-20191
1
1
1
1
1
1
1
1
1 ENGINEERING REVISIONS8-23-20192
2
2
2
2
2
2
2
2
2
2
2 ENGINEERING REVISIONS9-20-201933
3
3
3
3