HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 0970
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VJ. VT JJ.VV
/CE: 865.34
L98 :30A8
0
83%
EVCE: 865.82
VCS: 0 +12 J
L0 °098 :30n
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0.69%
PROPOSED
2 26.
-0.70%
9
m
1
w'
172 °09 +L VI S
0
FROPOSED
3.70%
PROPOSED
GRADE
7
oa
2 08
7
8"
INV
S.D.R.
860.21
35 P.V.C.
L
PROPOSED
LU
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0
25 °608 :30A8
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917 °099
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VMT. STA. 0 +12 co
ACTION STA. 0 +(1)0
PRC
WATER
POSED
C(
WATER
STA. 0 +15.86
C 18'
IN
P..C.P.
860.40
35 P.V.C.
Z L'9 L+ L °VIS h,
INV.=
8"
INV.=
8" S.D.R.
857.31
S.D.R. 35
858.79
35 P
P.V.C.
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5"
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JOIl33Sd31NI �J
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Z8 °L98
GRADE CHANGE
INTERSECTIOP
9L °999
GRADE CHANGE
C INTERSECTIO1'
00 °998
INTERSECTION
864.50
GRADE CHANGE
POINT OF TANC
6L299
C
C
L
F
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0L°292
INTERSECTIO
862.50
GRADE CHANGE
INTERSECTIO
0
(0
o0
GRADE CHANGE
6L °608
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860.25
BEGIN CONSTRL
Z9'L99
88 °L99
2L198
Z5 °L98
Z2 °L98
LL °L98
06'998
OL°998
866.53
92'998
866.18
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865.68
865.34
66 °t799
864.65
L2 °1798
L6 °299
863.70
lS'299
l2 °299
Z l °299
Z6°Z99
862.73
862.54
862.34
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861.47
860.94
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2 26.
-0.70%
9
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w'
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GRADE
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7
8"
INV
S.D.R.
860.21
35 P.V.C.
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PROPOSED
12"
INS,'.=
R.C.P.
861.13
L17'L98
EXISTING
7
917 °099
GRADE
PRC
WATER
POSED
C(
WATER
STA. 0 +15.86
8" S.D.R.
INV.= 857.82
35
P.V.C.
Z L'9 L+ L °VIS h,
INV.=
8"
INV.=
8" S.D.R.
857.31
S.D.R. 35
858.79
35 P
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r
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865.67
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865.34
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2 26.
GRADE
0.707
2
172 °09 +L VI S
0
EXISTING
GRADE
18" R.C.P.
INV. 859.84
z L +0 V1S/
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BOUNDARY LIN
867.73
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INV
S.D.R.
860.21
35 P.V.C.
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J01103Sd31NI �J
09°L99
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0.83%
.CHG.
7-I 33.2
1+53 7
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ST
ST
DNS
INTE
S A. 1
S A. 0
0.69% GR.CHG.
6 +50 6 +23.71
0.70% STREET F
5+50
STA. 8 +97.50
1.36%
+00 5+50 19
INTERSECTION
GR.0 G.
4 +6 .63
0
0
0
TRANSITION
TO INVERTED
CROWN STREETS
TRANSITION
TO INVERTED
CROWN STREETS
5 +03.63
c
870
860
0
0
O
1-
U)
z
0
1-
U
U)
CC
H
z
DATUM EI.F,'V 0
850.00
END CONSTRUCTION
LOW POINT ELEV 865.27
LOW POINT STA 0 +35.88
PVI STA 0 +35.86
PVI ELEV 865.20
A.D. 1.40
K 28.60
40.00' VC
S CTl
INTER ON
STA. 6+91.73
STA. 0 00 N.
SCALE: 1"=50' HOR.
1"=5' VERT.
0 +00
0 +50
1 +00
SR
1 +50
2 +00
ET G
JD CONSTRUCTION
[A. 2 +52.3 S INTERSECTION
A. 5 +14.19
11
u;
c0
00
2 +50
15" R.'
I INV. =8
O
CC
O r
U r;
0
z
Li co
0
STA. 6- 1
STA. 8+13.39 N.
POINT OF CURVATURE
STA. 3 +70.23
HIGH POINT ELEV 867.88
HIGH POINT STA 8 +79.22
PVI STA 8 +77.50
PVI ELEV 867.96
A.D. -1.53
K 26.11
0
U)
0)
00
U
LU
-o.
0
U7
rn
co
1-
z
0
1-
U
CC
z
0
U
0
z
LLJ
40.00' VC
8 +50
POINT OF TANGENCY
STA. 4 +61.63
INTERSECTIO4
STA. 2+86.01
8 +00
CURVE DATA
A =34 °54'45"
R =150' R/W
L= 91.40'
47.17'
7 +50
7 +00
6 +50
INTERSECTION
STA. 2 +22.01
5'
6 +00
\GTE:
FOR I \STALLATIO\ OF STORM MAI \S, WATER MAI \S,
SA \ITARY M AI \S, WATER S =RV C` LATERALS, SA \ITARY
SERVICE LATERALS L \DER CITY STREETS, R- CARDLESS
OF THE JURISDICTION OF T- UTILITY, THE VI \IMUM
COVER FROM THE TOP OF T -E INSTALLED PAVEME \T
TO THE TOP OF T I INSTALLED PIPE SHALL BE THE
PAV_V1 =NT SECTIO\ THICK \ESS (ALL BITUVI \OUS AND
AGGREGATE" MATER AL ABOVE T, -E SUBGRADE) PLUS
1 -0 IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDIC 10\ OVER THE I \STALLATION HAS
MORE STR \G \T COVER REQUIREME\T, T E MOR
STRI \GE \T REQUIREMENT SHALL COVER\
5 +50
C)')(4 09
S
O )c �yG oe9
5 +00
SCALE: 1"=50' HOR.
1 =5' VERT.
4 +50
BEGIN CONSTRUCTION
STA. 0 +00
4 +00
3 +50
130TH STREET
3 ±00
2 +50
HIGH POINT ELEV 867.79
HIGH POINT STA 1 +53.07
PVi STA 1+45.34
PVI ELEV 867.93
A.D. -3.26
K 12.27
Q
to
z
0
H-
U
CC
H-
z
0
U
0
z
LiJ
40.00' VC_
1+50
2 +00
SCALE: 1"=50' HO
co
1"=5' VER
1 +00
STREET
1+50
LOW POINT ELEV 865.48
LOW POINT STA 0 +21.46
PVI STA 0 +32
PVI ELEV 865.37
A.D. 2.96
K 13.52
0 +50
40.00' VC
s
LOW POINT ELEV 859.50
LOW POINT STA 0 +83.91
PVI STA 0 +99
PVI ELEV 859.34
A.D. 2.80
K 21.42
60.00' VC
1+00
870
N
un
co
8%
0 +00
860
N-
00 DATUM ELEV
855.00
0 +50
0 +00
870
860
850
0
00 DATUM ELEV
845.00
SCALE: 1"= 50'
(I)
W
0
ck3
F-
Z
w
Li
BAH
SHEET NO.
0
U-
0
0
0
a_
EEF
ap
LL
0
H-
DRAWN BY: CHECKED BY:
C402
S A JOB NO
52605CTX
H-
0
z
0
z
DIAN PLACE
SECTION ONE
CONSULTING ENGINEERS
SURVEYORS
(317) 849-5935
(317) 849-5942
9940 Allisonville Rd.,
REVISIONS