HomeMy WebLinkAboutC200 - Site Development Plan-C200847.70 848.80849.00849.40849.40
849.60 849.60849.60849.70849.80849.90850.50855.10 856.80857.40857.40857.40 857.40857.50
857.50857.60858.30
858.30 858.40 858.40858.40858.50858.50 858.50858.60858.60 859.20859.20 859.30859.40 859.40
859.40
859.40859.50 859.50859.50859.50859.60
859.60 859.60859.60 859.70
860.20
860.30
860.30
860.40860.40860.50
860.50
860.50860.50860.50860.50860.60
860.60 860.60860.60
860.70861.00861.30861.40861.40
861.40
861.40
861.40861.50861.50861.50861.50861.50861.50
861.50
861.50861.50861.60861.60861.60
861.60
861.60861.70861.70861.80861.80861.80 861.80
861.80861.90861.90861.90862.10862.10862.10862.20862.20862.20862.30862.30862.30862.30
862.30862.40862.40862.40862.40862.40 862.40862.40862.50
862.50
862.50 862.50862.50862.50862.50862.50
862.50
862.60862.60862.60 862.60862.60
862.70862.70862.70 862.70862.70 862.80
862.80862.80862.80862.90863.20863.20863.20863.20863.40863.40 863.40863.50863.50863.50863.50863.60 863.60863.60863.60 864.10864.30864.30864.30864.30864.40864.60 864.70
864.70 864.70864.80864.80
864.90
865.00865.40865.60865.60866.30857.20
858.02
858.19858.29 858.28858.50858.89858.43857.94857.32857. 13856.93 857.05859.03860.01860.57862.56861.55860.10 859.28
861.77862.32860.97861.40862.54863.21861.79
EX. SANITARY
MH #JG 601
(OUTSIDE DROP)
T.C.=857.54
18" PS115 NE
INV.=833.65
18" PS115 S
INV.=833.55
8" S.D.R. 35 P.V.C. W
INV.=848.79
EX. SANITARY MH #JG 600
T.C.=858.06
18" PS115 SW
INV.=833.91
EX. CURB INLET #800
T.C.=856.29
12" R.C.P. SW
INV.=852.57
EX. CURB INLET #801
T.C.=856.31
12" R.C.P. NE
INV.=852.49
12" R.C.P. W
INV.=852.39
EX. YARD INLET #666
T.C.=853.72
12" R.C.P. S
INV.=850.16EX. CURB INLET #679
T.C.=853.20
12" R.C.P. S
INV.=848.85
12" R.C.P. N
INV.=848.95
EX. CURB INLET
W/ 2' SUMP #680
T.C.=853.14
12" R.C.P. N
INV.=848.59
15" R.C.P. S
INV.=848.49
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. YARD INLET #691
T.C.=853.38
12" R.C.P. E
INV.=849.96
EX. OUTLET
CTRL. STR. #693
T.C.=853.31
12" R.C.P. W
INV.=850.85
EX. OUTLET
CTRL. STR. #697
T.C.=851.69
12" R.C.P. SW
EX. YARD INLET #667
T.C.=852.48
12" R.C.P. S
INV.=848.98
EX. END SECTION #678
15" R.C.P. N
INV.=853.02
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #696
12" R.C.P. NE
INV.=848.99
EX. END SECTION #695
12" R.C.P. SW
INV.=849.46
EX. END SECTION #694
12" R.C.P. E
INV.=850.69
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
758
855.90
A3
759
855.52
A3
760
855.14
A3
761
855.09
A3
762
855.09
A3
763
855.36
A3
764
855.10
A3
765
855.14
A3
766
855.64
A3
767
855.42
A3
768
855.08
A3
769
855.30
A3
770
855.25
ASW TEE
C.A. #28
C.A. #29
314
BLOCK 'N'
312 313 315 316
EX. BMP 15A EX. BMP 15B
EX. BMP 15C
EX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29
**
*
*
**
*
*
5' SI DEWALK
1+
50856
.
82
2+
0
085
7
.
42
2+50
858.02
3+00
858.62
3+5 0
859.22
4+00
859.80
4+50
859.86
5+00
859.56
5+50
859.50
6+00
860.08
6+50
860.68
7+00
861.28
8+00
860.85
8+50
859.17
9+00
857.67
4+28.31
859.94
HP
5+29.73
859.43
LP7+40.20
861.58
HP
9+
5
2
.
8
9
85
7
.
1
3
L
P
807
803
324 L.F. 12" R.C.P. @ 0.41%
245 L.F. 15" R.C.P. @ 0.45%
684
676
677
30 L.F. 12" R.C.P. @ 0.34%
678181 L.F. 15" R.C.P. @ 1.33% 806
805
237 L.F. 12" R.C.P. @ 0.30%
275 L.F. 12" R.C.P. @ 0.37%1+04.10856.44WWWWW W W W WW W W W W W W WW W WWWW W WWWW
W W W
WWWW W W WT.C.=858.06
T.C.=857.57 T.C.=857.20
T.C.=860.40
T.C.=861.30
T.C.=862.40
T.C.=861.50
804 164 L.F. 21" R.C.P. @ 0.37%
MFF=862.00MFF=862.00MFF=861.80MFF=861.80
MFF=861.10
MFF=861.10
MFF=861.10MFF=861.20MFF=862.10MFF=862.80MFF=862.20
MFF=859.60
MFF=862.40
MFF=862.40
MFF=862.40
MFF=862.40
MFF=862.40
MLAG=860.6
MFPG=860.6
MLAG=861.3
MFPG=861.3
MLAG=861.5
MFPG=861.5
MLAG=861.5
MFPG=861.5MLAG=861.3
MFPG=861.3
MLAG=85 6.0
MFPG=856.0
MLAG=856.0
MFPG=856.0MLAG=85 6.0
MFPG=85 6.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=861.4
MFPG=861.4
ML
A
G
=
8
6
1
.
4
MF
P
G
=
8
6
1.4
MLAG=861.4MFPG=861.4MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=86 0.6
MLAG=8 60.6
MFPG=8 60.6MLAG=860.6
MFPG=860.6
MLAG=859.0
MFPG=859.0MLAG=859.0MFPG=859.0 MLAG=859.0MFPG=859.0MLAG=859.0MFPG=859.0MLAG=859.0
MFPG=859.0
ML
A
G
=
8
5
9
.
0
MF
P
G
=85
9
.
0
MLAG=859.0MFPG=859.0MLAG=860.6MFPG=860.64
0'
B
.
L
.
40' B.L.
40' B.L.
40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.VAR. B.L.VA
R
.
B
.
L
.
VAR. B.L.VAR. B.L.40' B.L
.
VAR. D.U.&S.S.E.5' B.L.20' D.&U.E.20' D.&U.E.
35' D.&U.E.
20' D.&U.
E
.
30' D.&U.E.
20
'
D.&U
.
E
.
VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.20' D.U.&S.S.E.30' D.U.&S.S.E.40' D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.VA
R
.
D
.
U.&
S
.
S
.
E
.
20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.15' R.D.E.15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B. 30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B. 30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.93'70'35'76'70'110'110'70'110'70 '93'70' 70'102'70'112'70'112'70'122'70'112'89 '
70'
89'70'85'70'132'70'
70'137' 70'117' 10+00857.5610+50858.6611+00859.7811+50860.6012 +00
8 60.50
12+50
860.20
13+0
0
859
.
90
14+00859.8014+50860.1015+00 860.40 1 1+66.61
8 60.66
HP
15+28.92860.57 GRD.CHG.13+59.12859.61LP1.20%
1.20%-0.60% 1.20%-3.90%0.60%-0.60%2.25%857
858859856857858859860
860857858 859683
30' D.&U.E. 30' D.&U.E.30' D.&U.E.30' D.&U.E. JG714
JG713
JG712
JG600
JG711
JG601
JG710ALMOND CREEK DRIVE(PRIVATE)A LMOND CREEK
D
R IV
E
(
P
R
I
V
A
T
E)ALMOND CREEK DRIVE (PRIVATE)
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
170 L.F. SWALE @ 1.00%60 L.F. SWALE @ 1.00%94 L.F. SWALE @ 1.00%
125 L.F. SWALE @ 1.18%145 L.F. SWALE @ 1.00%130 L.F. SWALE @ 1.00%127 L.F. SWALE @ 1.00%110 L.F. SWALE @ 1.00%99 L.F. SWALE @ 1.65%145 L.F. SWALE @ 1.27%147 L.F. SWALE @ 1.75% 147 L.F. SWALE @ 3.25% 862.6 M.E. 862.0M.E.863.0M.E. 862.0 M.E.
860.4860.4
861.6 H.P.860.5
860.1 860.7
860.4
859.8861.0
861.0
861.5861.0860.8860.1860.5H.P.860.7
862.7 M.E.859.2862.1 M.E. 862.3M.E.862.4M.E.862.0M.E.861.9M.E.861.1 M.E.
860.5 H.P.859.2
861.0861.0 861.0 M.E.
861.0H.P.
8 61.4
862.3
861.0
859.4
861.3
860.8 861.2 861.2861.2860.3 859.8 860.1 860.5858.7 859.5860.2 860.5 860.1859.8854.7 M.E. 856.7M.E. 858.4854.0M.E. 854.0M.E.859.7860.1 859.4854.0 M.E.
857.0 857.0857.0
854.0M.E. 861.5 861.1861.9 861.6860.8861.2 857.0
854.0M.E.
857.0
854.0M.E.857.9 859.2 858.2 861.5 860.9 861.5861.8861.5862.2M.E.861.8 861.5862.1 864.9 M.E. 863.8M.E. 862.3 M.E. 855.5M.E. 854.2854.2859.0 859.3 861.7 861.6 863.4M.E.863.5858.7859.6 859.8
854.8854.8 856.4858.1860.4
333
861.3
332
861.3
331
861.3
330
861.6
329
861.6
328
862.3
327
862.3
326
861.9
325
863.5
324
862.3
323
861.3
322
861.9
321
862.1
320
861.5
319
860.5
318
860.5
317
859.8
862.0M.E.
862.6 M.E. 862.3M.E.
860.5
860.0
857.7857.3857.2M.E.855 .0 M.E.855.3M.E.856.2M.E.856.7M.E.855.9M.E. 856.0
M.E.861.6862.0M.E.
855.8
857.3
860.2
862.3
859.4
860.5
861.2861.9860.9860.8
861.4861.6M.E.145 L.F. SWALE @ 1.00%145 L.F. 15" R.C.P. @ 0.32%
C.O.5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWA LK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80%
810
809
808
30' D.&U.E.
5' T.P.E.&L.B. 5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.
5' T.P .E.&L .B.5' T.P.E.&L.B.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&
D.U.&S.S.E.
50' I.E.E.&
D.U.&S.S.E.30' B-B30' B-B
855
853
853
854
856
855
853
853
854
856
855
853
853
854
856 855852853854856857852853855
854856 85
6856 8558 50
851852 85384985085185285385485585686386486
3862 864
865863863864862862
862
862
862
862
863864865
865
8 6 4
863
862
86
1
860
859
858857
85 6
855
854
850851 852853850851852853854851852853854855 851852853854 850
851
85
0
85
185185
2 85
285385
3
85
4
854
850
85
5
85
1
852
853
85
4860
856
857
858
85
9
861
862863864NORTHVALE BLVD LC SPRING MILL ROADSTA. 1
0+
05.20
100-Yr.
E L. 852.35EX. LAT.
EX. LAT.67.63'72.68'S35
°
48
'33"E
7
1
.
9
6
'
STORM STRUCTURE DATA TABLE
STR.#
676
677
678
683
684
803
804
805
806
807
808
809
810
STR. NAME
CURB INLET
CURB INLET w/MH
END SECTION
YARD INLET
END SECTION
YARD INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
END SECTION
YARD INLET
YARD INLET
STR. TYPE
24" x 24" BOX
48" DIA MH w/ 2' SUMP
48" DIA MH w/ 2' SUMP
48" DIA MH
48" DIA MH
30" x 30" BOX
24" x 24" BOX
24" x 24" BOX
24" x 24" BOX
24" x 24" BOX
T.C.
859.43
859.43
854.52
855.82
852.25
859.05
857.26
859.20
859.37
858.89
852.26
855.83
861.56
CASTING
R-3501-TR
R-3501-TL
R-4342
R-4342
R-4342
R-4215-C
R-4342
R-4342
R-4342
R-4342
DIA.
IN
12"
15"
15"
21"
12"
12"
15"
12"
12"
12"
DIR.
IN
N
N
NE
NE
E
N
E
W
N
N
INV.
IN
855.67
853.00
851.71
851.00
853.48
853.48
852.27
854.59
851.01
851.71
DIA.
OUT
12"
15"
21"
15"
15"
12"
12"
12"
12"
12"
DIR.
OUT
S
S
SW
W
SW
S
E
W
S
S
INV.
OUT
855.77
855.42
851.61
853.38
852.17
854.49
855.30
854.81
851.61
857.87
SLOPE
0.34%
1.33%
0.37%
0.45%
0.32%
0.37%
0.30%
0.41%
0.80%
2.52%
STORM PIPE DATA TABLE
U.S.
STR. #
676
677
683
803
804
805
806
807
809
810
D.S.
STR. #
677
678
684
804
683
803
805
803
808
809
SIZE
12"
15"
21"
15"
15"
12"
12"
12"
12"
12"
LENGTH
30.00'
181.39'
163.67'
244.64'
145.17'
275.00'
237.28'
324.05'
74.11'
244.00'
SLOPE
0.34%
1.33%
0.37%
0.45%
0.32%
0.37%
0.30%
0.41%
0.80%
2.52%
MAT'L
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLANC200
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/18/19File Name: S:\60160REP-S7\DWG\C200 - Site Development Plan.dwg - C200Modified / By: August 6, 2020 3:26:19 PM / dmetzPlotted / By: September 2, 2020 7:54:24 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20 REVISED PER TAC COMMENTS DSM07/15/20 REVISED PER TRICO COMMENTS DSMLEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
MLAG / MFPG (REAR)
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MLAG / MFPG (FRONT)
MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
MLAG MINIMUM LOWEST ADJACENT GRADE
(FLOOD PROTECTION)
MFPG MINIMUM FLOOD PROTECTION GRADE
(LAKE / FLOOD PROTECTION)
B.L. BUILDING SETBACK LINE
M.E. MATCH EXISTING
H.P. HIGH POINT
L.P. LOW POINT
GRD. CHG. GRADE CHANGE
RISER
300
850.0
MFF=850.70
MLAG=850.2
MFPG=850.2
MLAG=848.1
MFPG=848.1
WIL
L
I
A
M
S
C
R
E
E
K
JACKSON'S GRANT
ON WILLIAMS CREEK,
SECTION 6
ROBERT M. &
SYDNEY J. BOOK
ROBERT M. &
SYDNEY J. BOOK
ELIZABETH
MITCHELLRYAN W. &
AMANDA O'ROURKE
ROBERT A. &
JOHANNA M. GALLAGHER
ROBERT A. &
JOHANNA M. GALLAGHER
ADAM & KELLEYBRODERICKCHRISTOPHER &BROOKE MATTSONCRYSTAL B. WAGNERFREDERICK G. &JACQUELYN A. WINTERSDILLON, JAMES CHRISTIAN &
SUSANNAH HARGER DILLON DAVID E. &
EMILY R. MATTHEWS
BENCHMARK DATA
TBM #1
A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE
OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING
MILL ROAD.
ELEVATION: 855.05' (NGVD 1929)
TBM #2
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B,
SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET
AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET.
ELEVATION: 859.30' (NGVD 1929)
TBM #3
A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH
CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE
OVER WILLIAMS CREEK.
ELEVATION: 841.65' (NGVD 1929)
TBM #4
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID
POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD
AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER
ROAD.
ELEVATION: 867.10' (NGVD 1929)
TBM #5
A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF
CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS
SUBDIVISION AT THE INTERSECTION OF CLAY SPRING
DRIVE AND CLAY CENTER ROAD.
ELEVATION: 873.07' (NGVD 1929)
TBM #6
A CUT SQUARE IN THE CONCRETE WALK IN THE WEST
SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF
ENTRANCE TO CLARIDGE FARMS SUBDIVISION.
ELEVATION: 873.39' (NGVD 1929)
TBM #7
THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE
NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18
NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST
DRIVE TO 660 SUFFOLK LANE.
ELEVATION: 869.27' (NGVD 1929)
TBM #8
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID
POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT
12433 SPRING MILL ROAD.
ELEVATION: 856.00' (NGVD 1929)
TBM #9
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID
POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD
AND 90 FEET ± SOUTH OF THE INTERSECTION OF
MALLARD COURT AND SPRING MILL ROAD.
ELEVATION: 860.92' (NGVD 1929)
REFERENCE BENCHMARK
HAM G-52
A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5
FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4
MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF
116TH STREET, 100 FEET WEST OF THE CENTERLINE OF
THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET
EAST OF THE RIGHT-OF-WAY FENCE.
ELEVATION: 844.04' (NGVD 1929)
BENCHMARK NOTE
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88"
EARTHWORK NOTES
1. EXCAVATION
A. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE
MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED
FROM THE SITE.
B. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAY BE NECESSARY
TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL OBTAINED FROM OFFSITE SHALL BE OF
QUALITY AS SPECIFIED FOR FILLS HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.
2. REMOVAL OF TREES
A. ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED BY A ROAD
SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE BURIED ON SITE.
3.PROTECTION OF TREES
A. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVOR TO SAVE AND
PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF
IMPROVEMENTS AS DESIGNED.
B. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL
BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE TO BE TAKEN, IF ANY, TO PRESERVE
SUCH TREES.
4. REMOVAL OF TOPSOIL
A. ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE PAVEMENTS OR
BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO THE DEPTH
INDICATED IN THE GEOTECHMICAL REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED
OR FILLED. TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE WITH
CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS AND STONES.
5. UTILITIES
A. RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE OBSERVED IN
EXECUTING ALL WORK UNDER THIS SECTION.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF
EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO COMMENCING WORK. FOR
UTILITY LOCATIONS TO BE MARKED CALL TOLL FREE 811.
6.SITE GRADING
A. THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH
GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE
DRAWING.
B. THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE ESTABLISHED
SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET PLUS OR MINUS THE
ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND BOTTOM OF BANKS AND OTHER
BREAKS IN GRADE.
C. THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED THE TOLERANCE
AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND SPOT ELEVATIONS CAN BE VERIFIED
BY THE ENGINEER. THE CONTRACTOR SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL
THE ENGINEER HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
CONTACTS
CARMEL UTILITIES
FOR WATER LOCATES
(317) 571-2648
TriCo REGIONAL SEWER UTILY
FOR SANITARY SEWER LOCATES
(317) 844-9200
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
100-YR. FLOOD ELEVATION ALONG WILLIAMS
CREEK (PER FIRM PANEL NOS.: 10857C0206G /
208G DATED: NOVEMBER 19, 2014)
CONSTRUCTION LIMITS
FWF(FIRM)
FWF(FIRM)
100-Yr. EL. 900.00
STA. 10+00.00
SEE NOTE 17
1. THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND
INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS
WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD
BE INSTALLED AS SOON AS PRACTICAL.
4. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE
OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE
PROPOSED RIGHT-OF-WAY.
5. ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR
TEST METHOD.
6. ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED;
BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR
REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE
LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE
OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO
BLOCK OFF A PRIVATE "MUTUAL" TILE.
7. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
8. EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY
WIDENING, AUXILIARY LANES, ETC.
9. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
10. THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS
BETWEEN LOTS.
11. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE
OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE
PROPOSED RIGHT-OF-WAY.
12. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
13. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
14. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
15. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
16. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
17. ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION
SHALL BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3
DESIGN DEVELOPMENT DOCUMENTS.
18. ALL STORM SEWERS ARE PUBLIC
SEE NOTE 17
SEE NOTE 17
SEE NOTE 17
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014
DRAINAGE SUMMARY OVERALL
Site Acreage=+/-266 ac.
Offsite/Upstream Acreage=+/-6.80ac.
Allowable Release Rate:
10yr = 138.03 c.f.s. 100yr = 328.58 c.f.s.
Post Developed Release Rate:
10 yr = 133.35 c.f.s. 100 yr = 327.45 c.f.s.
SECTION 7
Site Acreage=+/-19.888 ac.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 26.21 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac.
Total watershed from Section 6 contributing to the system=13.96 Ac.
Total watershed available in the system post-project = 12.25 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - Yes
If NO, provide the following information:
*Master Plan BMP(s) downstream of this sections discharge location (list each)
*BMP(s) downstream that have been previously constructed (list each)
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-266 ac.
Offsite/Upstream Acreage=+/-6.80ac.
Allowable Release Rate:
10yr = 138.03 c.f.s. 100yr = 328.58 c.f.s.
Post Developed Release Rate:
10 yr = 133.35 c.f.s. 100 yr = 327.45 c.f.s.
SECTION 7
Site Acreage=+/-12.245 ac.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 26.21 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 13.96 Ac.
Total watershed from Section 7 contributing to the system=12.25 Ac.
Total watershed available in the system post-project = 0 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - Yes
If NO, provide the following information:
*Master Plan BMP(s) downstream of this sections discharge location (list each)
*BMP(s) downstream that have been previously constructed (list each)
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.
NOTES
NOTES (CONT.)
30' NON-EXCLUSIVE SANITARY
SEWER EASEMENT
TriCo REGIONAL SEWER DISTRICT
INST. No. 2018033769
09/02/20