HomeMy WebLinkAbout18364_C2.0 SITE PLAN100
SIP 1" CAP
101
SIP 1" CAP
106
885.17
SMN
107
883.60
SMN
FIP 1.25" OD
FIR 3/4"
FIP W/CAP
FIP W/CAP
FIR 1/2
FMN
FMN IN HUB
FIP 1"
SBM #2
SBM #1885 88388 2
88488288388488488388488488588588588588188088288388188388488
1882880880
880
8
8
0
87
9
878877876875879
880
875
876
877
87
8
87987987
4
87
5
87 9
877 876
872
873
872 871
871
872875
874
873
871
870 8 69
868
86
9
870
87
1
8
7
2
873
874 875874873872871870869868
87
0
869868
867
8678
6
7
865
86
4
86
5
8668
6
7
8
6
8
869
8
7
0
8
7
1
872873874875876876876
877878
876877876 8758748
6
5
8668678688
6
9
870871872873
872
8 71 870 869
868
874 86586686 7
8
6
3
862
859 860 861 862863863862861860862861861 860 859
86
2
8
6
3
8
6
4
8658668
6
7
8688
7
0866865
86386
4865 8718728738
7
4875876 8778688678668 65
8 64
863 8668658648638
6
7
8688698708668678718728738748758768 77865
86
4
865 863863
864863863862863864 864
864BFE 8 6 4 .7 7
BFE 863
BFE 8628
8
1
2 7,955 S F
0.64 AC
1
2 3,280 S F
0.53 A C
2
23 ,4 40 SF
0.54 A C
3
22 ,9 0 0 SF
0 .53 AC
4
20,58 2 S F
0.47 AC
5
1 31,80 5 SF
3.03 AC
6
2 6,878 S F
0.62 A C
8
22 ,9 1 5 SF
0 .53 AC
9
2 3,100 S F
0 .5 3 AC
1 0
23 ,2 7 5 SF
0.53 A C
1 1
2 8,375 S F
0.6 5 A C
1 2
15 0,8 81 SF
3.46 AC
7HOOVER ROADHOME COURT
N89°49'01"E 513.00'
S6
4
°
00'
14"
E
13
0
.
1
6
'
S00°00'51"W
5.28'
S66°30'04"E
109.03'
N89°49'01"E 425.00'N00°00'38"E 96.92'N89°49'01"E 175.85 'S00°17'43"W 630.83'S89°36'57"W 1327.78' N00°00'51"E 645.05' 877
878
878879
880
883
882 881
880
879 878
877
875
874
873
872
876
876
875
871
872
870
869
CLAY CREEK880 28'56'5
0
'
G
A
S
P
I
P
E
L
I
N
E
E
A
S
EM
E
N
T30'30'30'
EST. MFPG:882 EST. MFPG:882 EST. MFPG:880 EST. MFPG:880 ES T . MFPG :8 76
EST . M F PG :8 76
ES T . MFPG :8 78EST. M FP G:882 EST . M F PG :8 82EST. M FP G:88 2EST. M FPG:885 ES T. M FP G:88 5
25'40'20'194'145' 120' 195'120' 196'157'97'151'214'100'HALF
ROW
45'90'600' 163' 192'120' 193'120' 145'195' 676'120'13'
13'
37'
38'
120'
120
'171'74'
74'
1
2
0
'120'20'HOME COU
Know what'sbelow.
before you dig. Call
R
N
STREET CROSS-SECTION DETAIL
SCALE: 1" = 5'
SETBACK DETAIL
SCALE: 1" = 30'
LEGEND
BUILDING SETBACK LINE
PROPOSED SIDEWALK/EDGE OF CONCRETE
PROPOSED EDGE OF ASPHALT
PROPOSED PROPERTY LINE/LOT LINE
PROPOSED STREET CENTERLINE
EXISTING CONTOUR
RIGHT-OF-WAY
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
888
890
EXISTING EDGE OF PAVEMENT
NOTE: AGGREGATE SIDE YARD = 30'
REGULATED DRAINAGE EASEMENT
NOTES
MULTI-USE ASPHALT PATH
1. ALL SIDEWALK RAMPS AND CROSSWALKS AT INTERSECTIONS WILL
BE ADA COMPLIANT.
2. D.U.S.S.E. = DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT.
3. R.D.E. = REGULATED DRAIN EASEMENT
4. VAR. D.U.E. = VARIABLE DRAINAGE AND UTILITY EASEMENT
5. D.U.E. = DRAINAGE AND UTILITY EASEMENT
6. ASPHALT PATH IS TO BE 10' WIDE MINIMUM.
7. SPECIAL FLOOD HAZARD AREAS AS SCALED FROM FIRM PANEL NO.
18057C0205G
DRAWING NO.
C2.0
N:\2018\18364\Drawings\ACAD\LD\S0_\Sheet Drawings\18364_C2.0 SITE PLAN.dwg 3/3/2019DESCRIPTIONDATE NO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:1836411/16/2018PLDPLDJORDEVELOPMENT PLANHAMPSTEAD GARDENDESCRIPTIONDATENO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comCARMEL INDIANASTREAM
REGULATORY FLOODWAY
SPECIAL FLOOD HAZARD AREA WITH BFE
0.2% ANNUAL CHANCE FLOOD HAZARD (ZONE X)
DEPTH (ZONE AE)
COMMON AREA #1 - 2.0 AC
VAR. D.U.E. & BMP EASEMENT
COMMON AREA #2 - 2.4 AC
VAR. D.U.E. & BMP EASEMENT
FOUND IRON ROD
FOUND MONUMENT
FOUND IRON PIPE
SET MONUMENT
EASEMENT
TREE PROTECTION FENCE
BMP N1
10-YEAR: 878.82
100-YEAR: 879.65
TOB: 880.00
BMP N2
10-YEAR: 876.27
100-YEAR: 877.47
TOB: 878.00
BMP N3
10-YEAR: 870.50
100-YEAR: 871.27
TOB: 872.00
BMP S1
10-YEAR: 881.46
100-YEAR: 882.76
TOB: 883.00
BMP S2
10-YEAR: 878.27
100-YEAR: 880.03
TOB: 880.25
BMP S3
10-YEAR: 874.81
100-YEAR: 875.45
TOB: 876.00
ADA ACCESSIBLE RAMP AND CROSSING
03/20/19