HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 03STR. NO.
TYPE
T.C. RIM
INVERT
DIRECTION
101
CURB INLET w /MH
859.50
855.76
SE,NE,NW
102
CURB INLET
859.50
855.97
SW
103
U.S.S.
856.10
SE
105
U.S.S.
856.10
NE
106
CURB INLET w /MH
862.90
856.39
SW,NE
107
YARD INLET
862.90
861.65
857.26
857.99
SW,NW,SE
NW
108
STORM INLET
110
MANHOLE
864.50
857.47
W,SE
111
CURB INLET w /MH
864.17
859 :57.87
E,W N
112
CURB INLET
864.17
860.17
E
137
U.S.S.
856.10
W
138
U.S.S.
858.50
E
139
U.S.S.
858.50
N
140
CURB INLET
864.73
858.95
NE,S
141
CURB INLET
864.56
859.80
SW,NE
142
CURB INLET
864.70
859.99
SW,E
143
CURB INLET
864.70
860.19
W
144
U.S.S.
858.50
N
145
CURB INLET
866.10
859.06
S,N
146
CURB INLET
866.10
859.26
SNE
147
CURB INLET w /MH
865.25
861'01 859.44
S W,E
148
CURB INLET
865.25
861.25
W
149
CURB INLET
865.55
859.74
S,N
150
CURB INLET
865.55
859.96
S,N
151
CURB INLET w /MH
866.15
862 60.53
S ,N,E
152
CURB INLET
866.15
860.68
E,W
153
MANHOLE
866.30
861.00
NE
154
CURB INLET
913.80
909.80
NE
155
MANHOLE
915.50
906.61
SW,SE
156
CURB INLET w /MH
CURB INLET w /MH
914.0
914.00
909'1 07.08
907.20
NE,SE,NW
NW,SE
157
158
U.S.S.
858.50
N
159
MANHOLE
868.70
859.85
NW,S
160
STORM INLET
866.90
861.00
SE
161
U.S.S.
858.50
SW
162
CURB INLET
866.53
859.27
SW,NE
163
CURB INLET
866.10
859.63
SW,NE
164
CURB INLET
867.16
8 62'9 60,17
NE,W,SE
165
CURB INLET
867.16
863.16
E
166
CURB INLET
865.30
861.01
NW,S
167
CURB INLET
865.30
861.29
N
168
U.S.S.
858.50
S
169
CURB INLET
864.56
858.58
N,S
170
CURB INLET
864.56
858.75
N,SW
171
MANHOLE
865.10
860.6 ;59
NE,NW,S
172
CURB INLET
864.80
860.80
SE
173
CURB INLET
863.40
859.42
N,S
174
CURB INLET
863.40
859.60
N
175
U.S.S.
856.10
W
176
CURB INLET
863.10
856.22
E,SW
177
CURB INLET
862.90
856.35
NE SW
178
CURB INLET w /MH
861.42
857'5 :56.49
NE,S,NW
179
CURB INLET
862.15
858.05
W,SE
180
CURB INLET
862.15
858.34
E,SW
181
CURB INLET
862.80
858.60
NE
182
CURB INLET w /MH
861.42
856.58
NW,SE
183
CURB INLET w /MH
861.85
857.81 :56.69
NE,W,SW
184
CURB INLET
862.00
858.28
NW,E
185
CURB INLET
862.80
858.60
SE
186
U.S.S.
857.00
NE
191
U.S.S.
857.00
NW
192
CURB INLET w /MH
863.36
858.9 :57 48
SE,NW
193
CURB INLET
863.36
859.32
SE,NW
194
CURB INLET
864.40
860.67
SE,NW
195
CURB INLET
864.40
860.79
NE,SW
196
CURB INLET
865.07
860.92
NE,SE
197
CURB INLET
865.07
861.07
NW
198
U.S.S.
856.10
SW
199
CURB INLET
861.48
857.47
NE,SW
200
CURB INLET
861.48
857.78
NE
865. 2
U. &S
D. &U
5 +03.63
1866.991
0.70% STREET F
5 +50
1866.661
864.00
864.22
1867.731
865.85
1.00%
H.P.
1+00 1 +28.56 1 +50
1865.891
1866.081
1865.96
2 +99.43
1866.241
1865.901
865.551
STREET F
1 +50
1865.201
864.50
0.70%
ROPOSED UNDERGROUND
RETENTION
1863.82
863.471
1866.311
1865.671
1.50%
BUILDI
PAD
F.F.E.
R. EL
47
ILDIN
D =8
F.E. =8
ELEV.
G 5
65.0
866.17
=865
5.0
6.17
865.5
STREET B 0.70%
1+50 2 +00
1867.32
865.60
TRANSIT
CHAIRB
TO ROL
862.30
865.48
862.77
7 +00
1866.53
GR.CHG.
862.4
CHA
TO R
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
13' D.U. &S.S.E.
ITION FROM
BACK
LL CURB
1864.801
864.40
864.
1866.18
VAR. D.U. &S.E.
1861.761
L.P.
+7'.
.00 1865.68
2.08%
GR.CHG.
0+15.86
34 B -B
2.08%
GR.CHG.
7 +85.39
50' R/W
1.36%
550 5 +1
864.99
FUTURE AMENITY
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
TRANSITION ROM
CHAIRBACK
TO ROLL CURB
1864.31
1863.771
GR.CHG.
4+61.63
863.79
1863.771
864.27 �l
863.70
G 4
65.8
866.97
=866
20 B.L.
55 54 53 51 50
l
1 BUILD
e U PAD
F.F.E.
R. EL
194 T
52
G 3
65.8
866.97
=866
864.00
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
0% H.P.
867.6
H.P.
1 +53 •7
93
UILDIN
D =8
.F.E. =8
ELE
92
9
7.50
8.67
=868.0
81
BUILDI
PAD=
F.F.E.
AR. EL
B.L
80
G 7
67.5
868.67
V. =86
I
863.121
2.08
2.26% L.P. e'.CHG
m 0 +50 0 +21.46 i +12
865.60
862.30
1865.141
2.08
L.P. G .CHG.
3 +17.35 3 29.11
186 3.411
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
863.70
1 +73.3
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
TRANSITION FROM
CHAIRBACK
TO ROLL CURB
0
165
RANSITION FROM
HAIRBACK
0 ROLL CURB
(1 96)
0
(160
TRANSITION
TO INVERTED
CROWN STREETS
TRANSITION
TO INVERTED
CROWN STREETS
8 +9
0
PROPOSED UNDERGROUND
RETENTION
J
F J T
d 24.29'
24.29'
U
0
I S
00
01
0
Q•
4, '7
22.04'
22.04'
w
03
0
ICI O\
STOOP
22.04'
22.04'
oo
01
0
22.04'
w
co
01
0
0
22.04'
Co
01
0
PRIVATE DRIVE
22.04'
22.04'
c,+
co
to
0
BUILDING DETAIL
SCALE: 1 =40'
22.04
22.04'
(A
OD
01
0
0
co
U)
0
24.29'
24.29'
I
I
00
0
24.29
16'
w
CO
is
0
CA
CO
24.29'
I
22.04'
22.04'
W
CO
0
0
W
CO
0
22.04'
22.04'
N
c
co
W
co
cn
0
0
STOOP
CO
0
I
I
22.04'
22.04
co
0
D
PRIVATE DRIVE
BUILDING DETAIL
SCALE: 1 =40'
22.04
22.04'
16'
C
00
0n
0
0
I
24.29'
24.29'
CO
I
I
BENCHMARKS:
BM TBM HISTORY:
THE REFERENCE BM (HCSO #12) WAS BROUGHT TO THE SITE (JOB NO. 52605) BY A
LEVEL LOOK PERFORMED BY JRL ON 6 -15 -05 IN F.B. 416 PAGES 18 -22. JRL SET TB 1
AND 2 FROM REFERENCE BM 12.
REFERENCE BENCHMARK:
1848.01
IM.E.1
870
S
<000
F.F.E.
GAR. ELEV.
SCALE: 1''= 50'
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
DENOTES 6" SUBSURFACE DRAIN
ROLL CURB (UNDER ALL CURBS)
NOTE: SLAB CONSTRUCTION. NO S.S.D.
TO BUILDINGS SHOWN.
G -55 HAM A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET OUT OF THE
GROUND ALONG US -31, 2.6 MILES NORTH OF 1 =465, 0.7 MILE SOUTH OF 131st STREET,
83 FEET WEST OF CENTERLINE SBL OF US -31 AND 19 FEET EAST OF R/W FENCE AT
STATION 409 +00. 2.6 MILES NORTH OF 1 -465. RECOVERED IN 1983 BY HAMILTON
COUNTY SURVEYOR'S OFFICE. RECOVERED BY STOEPPELWERTH ASSOCIATES IN 2005.
TBM No. 1
TBM No. 2
PROPOSED SAN:TARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
DENOTES FINISHED FLOOR ELEVATION
DENOTES GARAGE FLOOR ELEVATION
ELEVATION: 867.46' (NAVD 88)
A RAILROAD SPIKE, UP 1 FEET FROM GROUND ON SOUTH SIDE OF POWER POLE No.
55 -205. SAID POLE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
W. MAIN STREET AND CATHERINE DRIVE. SAID POLE IS 10'± NORTH OF W. MAIN STREET
AND 4O'± NORTHWEST OF THE PHYSICAL CENTERLINE /CENTERLINE OF W. MAIN STREET
AND CATHERINE DRIVE.
ELEVATION: 865.18' (NAVD 88)
NORTH MOST CORNER OF STONE SIGN READING "THE GLASS CHIMNEY SIGN IS AT ENTRY
TO THE GLASS CHIMNEY RESTAURANT AND IS 60 FEET SOUTH OF PYSICAL CENTERLINE
OF OLD MERIDIAN AND 500 SOUTHEAST OF THE PHYSICAL CENTERLINE /CENTERLINE OF
131st STREET AND OLD MERIDIAN.
ELEVATION: 861.33' (NAVD 88)
STORM CHART
U.S.S. UNDERGROUND STORAGE SYSTEM
NOTE:
CURB IN PUBLIC RIGHT -OF -WAY TO BE
6" CHAIRBACK CURB. CURB ON PRIVATE
DRIVES TO BE 2' ROLL CURB.
ALL PADS SHALL BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW.
ANY OF THESE TILES WILL NEED TO BE LOCATED;
BREATHERS SET AT THE PROPERTY LINES, CRUSHED
OR REMOVED ACROSS THIS SITE. IF ANY TILES
EXTEND BEYOND THIS SITE, THEY WILL NEED A
POSITIVE OUTLET TO CONTINUE TO FUNCTION.
NOTE T❑ CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS ❑F ALL EXISTING
ONSITE UTILITIES PRI ❑R TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
NOTE:
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 TO
REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO
WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
"HOLEY MOLEY"
SAYS:
1 800 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
C INTACT CARMEL UTILITIES
(317) 571 -2648
FOR WATER L CATES
STOEE
J ,1STE)
a
No
1935
-o' STATEI
IAN
%NAL
,II, I►I n n i
(I)
0
0
N
DRAWN BY:
BAH
CHE
SHEET NO.
C2C
S A JOB N(
52605C1