HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 1421 ±50 MISSISSINEWA DRIVE 22 +50
NN
�DD
L ...J (J
12 +50
FOR DE AIL
E SHT. #C404
12 +71.63
244
13+00
POINT OF TANGENCY
STA. 12 +71.63
HIGH POINT ELEV 779.94
HIGH POINT STA 13 +71.65
PVI STA 13 +71.63
PVI ELEV 780.00
A.D. -1.20
K 33.37
40' VC
259
H.R.
13+50 13+71.65 14+00
243
242
a
0
0 0
CC
°c) SEE
J=
4 +50 14 7.30 15 +00
0
L1)
272
CO 15+50 164-00
ICI ,SSISSINEWA DRIVE
INTERSECTION
STA. 14+77.30
STA. 7+23.43
241
NOTE: FINAL BACKFILL FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND
SANITARY SERVICE LATERALS UNDER AND
WITHIN 5 -FEET OF PAVEMENT SHALL BE
B- BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE
INDOT AND SHALL BE COMPACTED IN 6-INCH
MAXIMUM LIFTS TO NOT LESS THAN 95%
STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPTH OF THE MATERIAL PLACED. THE
BACKFILL FOR THE TOP 6-INCHES OF THE
EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT
SHALL BE NO. 53 STONE MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED TO NOT LESS THAN 95
STANDARD PROCTOR DENSITY. IF THE
STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A
MORE STRINGENT FINAL BACKFILL
REQUIREMENT, THE MORE STRINGENT
REQUIREMENT SHALL GOVERN.
240
L
16+ 0.61
1
1
1
1
LOW POINT ELEV 778.25
LOW POINT STA 16 +70.61
PVI STA 16 +75.63
PVI ELEV 778.18
A.D. 1.60
185
1700 17
INTERSEC110
STA. 18 +29.4
STA. 1+33.30
239
1
30'
to
GR. CHG. GR. CHG.
18+13.63 18+ 9.49 18 5.35
OR DETAIL
SEE SHT. #C404
NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL
MATERIALS, PLACEMENT AND COMPACTION FOR
WATERMAINS, WATER SERVICE LATERALS, SANITARY
MAINS AND SANITARY SERVICE LATERALS SHALL BE
IN ACCORDANCE WITH THE STANDARD PRACTICE OF
THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION.
19+00
238
19 +50
_rt
LOW POINT ELEV 778.22
LOW POINT STA 19 +92.35
PVI STA 19 +87.35
PVI ELEV 778.14
A.D. 1.60
19+
237
230
236
NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS,
REGARDLEJJUr THE JURISDICTION I IUIN Ur THE U T I L I T Y
THE MINIMUM COVER FROM THE TOP OF THE
INSTALLED PAVEMENT TO THE TOP OF THE
INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 IF
THE STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A MORE
STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
HIGH POINT ELEV 778.80
HIGH POINT STA 21 +07.35
PVI STA 21+07.35
PVI ELEV 778.86
A.D. -1.20
K 33.33
235
228
234
PVI STA 23 +27.35
PVI ELEV 777.54
A.D. -2.57
227
L
33
226
CURVE
A=14°47'41"
R=150.0 C
38.73
19.47'
STA. 25 +42.35
232
POINT OF CURVATU
ATA 225
E
INTER SEC ON
STA. 26 +62 20
STA. 1+32
231
OINT F TA
STA. 2 +81.
C
SCALE: 1 50'
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CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS
REV PROFILE
ADD NOTES
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29'16 +2L
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PVI
PVI
TA 26
LEV
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40' VC
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POINT OF CUR`
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GRADE CHANGE
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INTERSECTIOI
ZL'6LL
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L8 °6LL
t6'6LL
28'6LL
89'6LL
22•6LL
779.38
2Z'6LL
90'6LL
26'SLL
29'8LL
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L9'8LL
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L5'6LL
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LO'6LL
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L2'8LL
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778.75
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778.45
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5 L'8LL
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28'LLL
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Zt'LLL
Z8•9LL
20'9LL
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29'2LL
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LZ'6LL
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12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50
PADDL
RIV
/VISSISSI\
WA DRIV
21 ±50 MISSISSINEWA DRIVE 22 +50
NN
�DD
L ...J (J
12 +50
FOR DE AIL
E SHT. #C404
12 +71.63
244
13+00
POINT OF TANGENCY
STA. 12 +71.63
HIGH POINT ELEV 779.94
HIGH POINT STA 13 +71.65
PVI STA 13 +71.63
PVI ELEV 780.00
A.D. -1.20
K 33.37
40' VC
259
H.R.
13+50 13+71.65 14+00
243
242
a
0
0 0
CC
°c) SEE
J=
4 +50 14 7.30 15 +00
0
L1)
272
CO 15+50 164-00
ICI ,SSISSINEWA DRIVE
INTERSECTION
STA. 14+77.30
STA. 7+23.43
241
NOTE: FINAL BACKFILL FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND
SANITARY SERVICE LATERALS UNDER AND
WITHIN 5 -FEET OF PAVEMENT SHALL BE
B- BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE
INDOT AND SHALL BE COMPACTED IN 6-INCH
MAXIMUM LIFTS TO NOT LESS THAN 95%
STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPTH OF THE MATERIAL PLACED. THE
BACKFILL FOR THE TOP 6-INCHES OF THE
EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT
SHALL BE NO. 53 STONE MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED TO NOT LESS THAN 95
STANDARD PROCTOR DENSITY. IF THE
STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A
MORE STRINGENT FINAL BACKFILL
REQUIREMENT, THE MORE STRINGENT
REQUIREMENT SHALL GOVERN.
240
L
16+ 0.61
1
1
1
1
LOW POINT ELEV 778.25
LOW POINT STA 16 +70.61
PVI STA 16 +75.63
PVI ELEV 778.18
A.D. 1.60
185
1700 17
INTERSEC110
STA. 18 +29.4
STA. 1+33.30
239
1
30'
to
GR. CHG. GR. CHG.
18+13.63 18+ 9.49 18 5.35
OR DETAIL
SEE SHT. #C404
NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL
MATERIALS, PLACEMENT AND COMPACTION FOR
WATERMAINS, WATER SERVICE LATERALS, SANITARY
MAINS AND SANITARY SERVICE LATERALS SHALL BE
IN ACCORDANCE WITH THE STANDARD PRACTICE OF
THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION.
19+00
238
19 +50
_rt
LOW POINT ELEV 778.22
LOW POINT STA 19 +92.35
PVI STA 19 +87.35
PVI ELEV 778.14
A.D. 1.60
19+
237
230
236
NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS,
REGARDLEJJUr THE JURISDICTION I IUIN Ur THE U T I L I T Y
THE MINIMUM COVER FROM THE TOP OF THE
INSTALLED PAVEMENT TO THE TOP OF THE
INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 IF
THE STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A MORE
STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
HIGH POINT ELEV 778.80
HIGH POINT STA 21 +07.35
PVI STA 21+07.35
PVI ELEV 778.86
A.D. -1.20
K 33.33
235
228
234
PVI STA 23 +27.35
PVI ELEV 777.54
A.D. -2.57
227
L
33
226
CURVE
A=14°47'41"
R=150.0 C
38.73
19.47'
STA. 25 +42.35
232
POINT OF CURVATU
ATA 225
E
INTER SEC ON
STA. 26 +62 20
STA. 1+32
231
OINT F TA
STA. 2 +81.
C
SCALE: 1 50'
.P.
4.42
O
cd
co
O
01
0
O
Q
\u 4
O
03
IQ to
W CG\
A. 0
0`` `t 1t111111111,,,
s
19358
-o STATE OF
e
W
LL
0
ck3
Z
J
W
W
mm
U
u
O
N
rC
X
JOB NO.
43405S5
H
0
v)
0
J u I
6 II
m
w
I-
0
0
o
(N
0
0
N
z
0
z
(I)
W
win
Y Z
W
W�
Ct U
U w
(f)
CL
W
I
U
z
0
z
LJ
CC
U
SHEET NO.
C401
CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS
REV PROFILE
ADD NOTES