HomeMy WebLinkAbout04120003.9LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
848.01 PROPOSED GRADE
FM-. E. MATCH EXISTING
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
- -&- - PROPOSED STORM SEWER
000 PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
100 LOT NUMBER
874.1 PAD ELEVATION
PAD SIZE: 60'X60'
(UNLESS OTHERWISE NOTED)
PROPOSED 6" UNDERDRAINS
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
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
D.U. &S.S.E.
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
L. M. A. E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
S.L.E.
SIGN LANDSCAPE EASEMENT
D. E,
DRAINAGE EASEMENT
B.S.L.
BUILDING SETBACK LINE
N. R.
NON RADIAL
N.A.E.
NON ACCESS EASEMENT
P.A.E.
PUBLIC ACCESS EASEMENT
T.P.E.
TREE PRESERVATION EASEMENT
R/W
RIGHT OF WAY
C.A.
COMMON AREA
BENCHMARKS
S&A TBM #1
1.0'± UP FROM GROUND ON EAST
SIDE ELECTRIC POLE. PWP #74 -693
10TH POLE FROM TOWNE ROAD ON S. SIDE
OF 146TH STREET.
ELEV.= 919.28
788
158 15' R.D.E.
155 L.F. 24" R.C.P. ® 0.27%
I
..,
°'
u
I
W I
x 916.18
Z
m
?<
X
.°'
U
°
913.00
N
NW &SE
146
i
912.80
I
I
147
SSD
W
,�
E
ice
a
co
15' R.D.E.
N
SW
148A
CONCRETE END SECTION
910.50
of
��
A
I
I
I 3 6' J -B
I
N
co
R,
q
910.64
70'
/W
CURB INLET
914.14
913.00
910.74
911.00
U)
1
YARD INLET
152
CONCRETE END SECTION
00
°
cA
52
°
6,
i
o
I
154
915.25
m
SW ,E
0 0
136 L.F.
24 "'.R. R.J.P.
°
917.4
I
°
I
911.56
I°
157
CONCRETE END SECTION
VAR. D.U. &S.S.E.&
M°
M
o
I
57
I
909.14
SW &E
I
J
36'
-B
I
160
N
67
I
co
L.M.A.E.
'
YARD INLET
N
917.7
N &W
162
CURB INLET W MANHOLE
70'
/w
N &S
163
917.7
916.40
910.79
N &S
/
MANHOLE
916.30
915.80
915.80
911.37
912.13
912.31
N &W &NE
W &E
W
165
DBL. CURB INLET
166
CURB INLET
167
CONCRETE END SECTION
911.50
911.50
SW
SE
168
CONCRETE END SECTION
169
138.12' 91 T:.4
915.00
915.30
915.80
NW &S
N &S
E
170
+
171
CURB INLET
x 916.37
SSD
CONCRETE END SECTION
912.53
911.50
v'
I
�+
IrnL
CURB INLET
916.20
La
-
I
U
916.20
co
53
o 918.2
o°
138.12'
796 5 J I o
x916.72 °o
SSD ° I" o
11 c,> VL/ SEE SH EEC201 6 /
X 916.6 916.6 o I�
00 00
r 79 0 ° 916.3 50.00' g�6 /
917.4 15' D.E. i
o
C4
Co 74
In X
® 917.1 917.1 917:2 917.2 75 917.1
917.4 135.00' 0 917.7 1
P
CD I
v
0
0
J
�i° 77 i°
o�
0 917.6
J J
° J VAR. B.L.
V
iN
g�6 6 60.41' 97 a°
J tiff i � �N
iR 20' D.U. &E. 20' D.U. &E. A \ 1 7
115.00' 916.6 90.00' 1917.1 85.00' 917.2 5 +
171
21.89' i
co
` ° 0150% - - - - -- - -- - - - - -- - -- -
2.OSGR.CHG. 0.60% � .� 0.60% STREET B H. P.
0.60%
54 P C I a 0 +20 0 +5� Q 1 +00 - 1 FO 2+00 2 ±50 3 +10 01 3 X50 4+00 4 +5.49 I
w 917.26 ` 917.08 916.48 9_1_6F421 916.54 916.84 917.14 916.96 916.66 916.34
918.3
C, I I o
00 11
Fn--- - - - - -- - - -- - - - - -- -- - - - - -- - - - - - -- -30 p9, h cNn
U 115.00 90.0 8 8 8:49
22 916.6 917.1 917.2 916.7 �\ 9cs.
20' D.U. &S.S.E. 20' D.U. &S.S.E. 723 20 D.U. &S.S.E. \
138.12' 918.3 -
I
o O I I in
D
DO :I
55 I
° w r 111
V
° °
° 918.3 I J�ZI
N ° 01
CIA F
A
I I >I
25' B.L. 25' B.L.
W J N 00 o
70 71 72 73
917.6 917.7 0 917.7 0 917.2
w0 O O O
J O o 0 0 0
J ° �u t o
X o �� o
: _ m !� C 17
A f= ° 138.12' 917 R i cD I I 917.8 135.00' CO �' 916.6 916.6 915.7 915.7 915.7 915.7 915.2 915.2 L
M 1 � o 1
o o H.P.
r 15' D.E. 15' D. E.
7 o o > ° ° > ° ° o > ° ° ° > 0 0 o > ° ° ° > 0 o o 1 °.
00 N ° 915.5 90.00' 915.0 85.00' 914.2 50.00' 913.4 80.00'
_Pt °
q IA SLOPE: 1.0%
�
60 o
® 31° X o
°
co °
�n
W J
io
0
m
o �
O
O
0 J
°
158 15' R.D.E.
155 L.F. 24" R.C.P. ® 0.27%
I
INVERT
I
w
w
Z
909.00
rn +�I
145
°
913.00
N
NW &SE
146
I wool
912.80
J
NW &E
147
CONCRETE END SEC[-ION
W
910.50
E
ice
a
co
15' R.D.E.
138.12' 917.4
SW
148A
CONCRETE END SECTION
910.50
C
��
A
I
I
I 3 6' J -B
I
N
co
R,
q
910.64
70'
/W
CURB INLET
914.14
913.00
910.74
911.00
U)
1
YARD INLET
152
CONCRETE END SECTION
6
°
cA
CURB INLET W /MANI -TOLE
°
6,
i
C.A. #7
N, W, SE
154
CURB INLET
915.25
m
SW ,E
155
136 L.F.
24 "'.R. R.J.P.
°
+
I
°
158 15' R.D.E.
155 L.F. 24" R.C.P. ® 0.27%
T.C. RIM
INVERT
I
co
+
Z
909.00
152 L.F. 21 R.C.P. ® 0.30% ,Y
15' R.D.E.
145
°
913.00
-
NW &SE
146
YARD INLET
912.80
J
NW &E
147
CONCRETE END SEC[-ION
W
910.50
E
ice
a
co
15' R.D.E.
138.12' 917.4
SW
148A
CONCRETE END SECTION
910.50
s
oo
��
A
I
I
c°
910.77
N
917.4 135.00'
15' R.D.E.
C°
910.64
W &NE
150
CURB INLET
914.14
913.00
910.74
911.00
C°
1
YARD INLET
152
CONCRETE END SECTION
6
°
153
CURB INLET W /MANI -TOLE
°
6,
i
C.A. #7
N, W, SE
154
CURB INLET
915.25
911.29
SW ,E
155
CURB INLET
915.25
°
+
I
YARD INLET
I
911.56
S
157
CONCRETE END SECTION
VAR. D.U. &S.S.E.&
157
o
I
57
I
909.14
SW &E
I
J
0 01
Q°
I
o
160
N
67
I
co
L.M.A.E.
'
YARD INLET
915.00
917.7
N &W
162
CURB INLET W MANHOLE
I �I
910.70
N &S
163
917.7
916.40
910.79
N &S
/
MANHOLE
916.30
915.80
915.80
911.37
912.13
912.31
N &W &NE
W &E
W
165
DBL. CURB INLET
166
CURB INLET
167
CONCRETE END SECTION
911.50
911.50
SW
SE
168
CONCRETE END SECTION
169
MANHOLE
915.00
915.30
915.80
NW &S
N &S
E
170
MANHOLE
171
CURB INLET
172
CONCRETE END SECTION
912.53
911.50
N
N
I
�+
IrnL
CURB INLET
916.20
912.12
-
175
CURB INLET
916.20
912.21
r
.
MANHOLE
916.40
XJ
�n
177
YARD INLET
915.00
912.64
S
I
�
N �
I
W &SE
179
CURB INLET
J
°
M
W
180
CONCRETE END SECTION
911.50
NW
181
CURB INLET
916.60
912.00
NW &SE
CURB INLET
916.60
912.08
NW &SE
183
�'
•
�
NE &SW
. 7
YARD INLET
�
912.81
N &SW
I
I
O
913.36
S
917.7 135.01
Q0
Ut J I I J U, p
O its
EX. LAKE #1
J � �
N.P.= 909.00
2 YEAR ELEV.= 910.13 o- 58 U I I I 66
I U~
10 YEAR ELEV.= 911.17 917 7 + Cn
100 YEAR ELEV.= 912.81 m n I °' 917,7 H. P.
SLOPE: 1.0% 125.17
915.7 °° °< F9 1675 916.0
LL
721 I J 156 80.000 ° < 914.8 ° ° ° 15' D. E.
°
°
+ 15' D.E.
fl 138.12' 917.1 co cn °' ° ( m cfl 917.1 140.63' 914.0 X X
ca
• o rn V I 15' D.E. °
916.0 916.0
916.0 916.0 N
°
X ° 62
59 , 915.3 915.3 m m °
144 s 917.1 \ o ° i P w
O °f
... 7e., � T 63
... 64 916.5 g1��
14 o
� •� i 915 8
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR 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.
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable (topsoil and /or clay) 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 :;hall 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 foot over the root area, the Developer shall be consulted with -
respect to protective measure to be taken, if any, to preserve such trees. EX.
4. REMOVAL OF TOPSOIL 703
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
1 "- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. \� EX.
C. Contact Carmel Utilities at 571 -2648 for location of all watermains. \'g7A
9�
6. SITE GRADING
A. 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 his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM \EARTHWRK
137.12' 916.7 \ \ 65 VAR. B.L. I
916.7 0
�\ 60
. 916.7 s \ �� o ,� ' --` - - 85 ry �;•
\ co �� \ / 1 +50 0.60% 1 +84.42 STREET' -A 2 +50 - 3+0.3 �^1 C
53 4 36 914.57 PRIVATE DRIVE 914.96 915.31 �"
9 \k 97 L.F. '• R / 9� - I 0
148.83' 916.2 � "'� joke X20
R X50 0\ so 9� o� EMERGENCY
cp' \ �F off° 601°1 °o ® OVERFLOW
70 914.8 1C
C) ,
CP 61 k g��6 913
8 1
916.2 o s 9i2
N -� 152 �s,1
U, O ..,
'0 a o A
.� \ Z\ LAKE #4 A
162.82' 915.7 o
SLOPE: 1.0% y \ C.A. #7 N.P.= 910.50 w
VAR. D.U. &S.S.E.& 2 YEAR ELEV.= 911.04 °
912.8 289 L.F. 12" R.C.P. ® 0.28% I L. M. A. E. N
10 YEAR ELEV.= 911.54
146 I f F 147 100 YEAR ELEV.= 912.73
BOTTOM ELEV. =N /A
N 1 A8
C.A. #6 I o D I
VAS.E.& ®� -c % 148 -- ... ...
... _� ...
N O •••
40' B.L. ° I E 0 40' B.L.
o- + �-
_ o
w �
25' D.U. &S.S.E. ( 25' D.U. &S.S.E. 10' ASPHALT PATH 717
10' ASPHALT PATH 7 I
O
ZIO
100 TAPER
100' TAPER / \
° °° >° ° ° °o ° °° -913. ° °° - 913.5 914.0 914.3
a +� 148 _ 0
SLOPE: 1.0 %; �� J _ 3' STONE SHOULDER
o c� 141ST STREET
° O
EX. 24" C.M.P. TO BE o V _
FILLED WITH GROUT _
_ EX.
_ EX.P� 108
� - -. 109 � ____ - - - - - -- - -
APPROXIMATE LOCATION OF THE
STULTZ & ALMOND LEGAL DRAIN '' EASEMENT
(75' ON BOTH SIDES OF THE DRAIN TILE)
m
0 1
Z
O
w
Y
o'
a
w
0
a nu ► ►►
STOEppF�''•,,� }o
... �?, '
1STE F ''. m� W 0 w
PSG R . .per : Y w Q o
-O No.
_ 19358
o STATE OF Q
°ASS /0NAL
0
0
SCALE: 1"= 50' o
LLJ
LL-
0
STORM CHART
STIR. NO.
TYPE
T.C. RIM
INVERT
DIRECTION
144
CONCRETE END SECTION
Z
909.00
SE
145
MANHOLE
913.00
909.18
NW &SE
146
YARD INLET
912.80
909.68
NW &E
147
CONCRETE END SEC[-ION
W
910.50
E
148
CONCRETE END SECTION
910.50
SW
148A
CONCRETE END SECTION
910.50
S
148B
YARD INLET
912.50
910.77
N
149
CURB INLET
914.14
910.64
W &NE
150
CURB INLET
914.14
913.00
910.74
911.00
E &SW
NE
151
YARD INLET
152
CONCRETE END SECTION
910.50
NW
153
CURB INLET W /MANI -TOLE
914.17
910.81
N, W, SE
154
CURB INLET
915.25
911.29
SW ,E
155
CURB INLET
915.25
911.47
NE
156
YARD INLET
914.00
911.56
S
157
CONCRETE END SECTION
w
909.00
NE
158
MANHOLE
915.00
909.14
SW &E
159
CURB INLET
916.50
909.56
W &E
160
CURB INLET
916.50
909.67
W &E
161
YARD INLET
915.00
910.13
N &W
162
CURB INLET W MANHOLE
916.40
910.70
N &S
163
CURB INLET W MANHOLE
916.40
910.79
N &S
164
MANHOLE
916.30
915.80
915.80
911.37
912.13
912.31
N &W &NE
W &E
W
165
DBL. CURB INLET
166
CURB INLET
167
CONCRETE END SECTION
911.50
911.50
SW
SE
168
CONCRETE END SECTION
169
MANHOLE
915.00
915.30
915.80
911.65
912.14
912.34
NW &S
N &S
E
170
MANHOLE
171
CURB INLET
172
CONCRETE END SECTION
912.53
911.50
N
N
173
CONCRETE END SECTION
174
CURB INLET
916.20
912.12
N &S
175
CURB INLET
916.20
912.21
NW &NE &S
176
MANHOLE
916.40
912.41
N &SW
177
YARD INLET
915.00
912.64
S
178
CURB INLET
916.00
912.40
W &SE
179
CURB INLET
916.00
912.49
W
180
CONCRETE END SECTION
911.50
NW
181
CURB INLET
916.60
912.00
NW &SE
182
CURB INLET
916.60
912.08
NW &SE
183
YARD INLET
916.00
912.44
NE &SW
184
YARD INLET
916.60
912.81
N &SW
185
YARD INLET
917.00
913.36
S
202
CONCRETE END SECTION__-------
911.50
W
203
CURB INLET
917.48
913.62
E &W
204
CURB INLET
917.48
913.80 I
W
"HOLEY MOLEY"
SAYS:
- 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 UTILITIES
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.
CONTACT: CARMEL UTILITIES
(317) 571 -2648
FOR WATER LOCATES
V/
C
O
LO
z
a
z
_J
W
>00
a'
Z
of
W
Z
V�
ft O
0
w F-
=U
0
X
W
Z
Q
W
Q
LL
W
J
o�
V
�
00
N
W
Z
01
0
00
W
C D
"'
r7
Z
Ln
J
�
v)
Z
0
(\
w
U
Z
_J
Q_
1
Z
ON
W
Z
LL
ft O
0
w F-
=U
>LLJ
J-- w
!^
W
W
_
W
VII
SHEET NO
Q
z
Q
0
z
_J
LLJ
Q
U