PL 60+00 61+00 62+00 L12 INV.=788 - Fort Wayne, Indiana · corner of pawawna dr. & maplecrest rd....
18
770 775 780 785 790 795 800 805 770 775 780 785 790 795 800 805 60+00 791.73 P.G. 60+50 791.37 791.25 P.G. 61+00 790.62 790.76 P.G. 61+50 789.87 790.06 P.G. 62+00 789.29 789.34 P.G. 62+50 788.88 788.69 P.G. 63+00 788.55 788.23 P.G. 63+50 788.17 787.92 P.G. 64+00 787.78 787.61 P.G. 64+50 787.89 787.31 P.G. 65+00 787.91 787.27 P.G. P.V.I. 60+90 EL.=790.93 V.C.=60' P.V.I. 62+60 EL.=788.48 V.C.=100' P.V.I. 64+80 EL.=787.12 V.C.=70' -0.62% -1.44% -0.80% +10 +80 788.17 P.G. 787.23 P.G. 217 LF of 15" Pipe @ 1.01% STR. NO. 18 STR. NO. 17 60" x 38" ELLIP. PIPE @ 0.21% STR. NO. 10 60" x 38" ELLIP. RCP @ 0.30% STR. NO. 15 8 LF of 36" Pipe @ 0.41% STR. NO. 20 INV. = 785.00 INV. = 782.80 INV. = 779.10 INV. = 779.06 INV. = 779.11 INV. = 779.17 INV. = 779.30 INV. = 779.44 INV. = 779.46 San. San. San. San. San. San. San. San. San. San. San. Sa San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. PL PL PL PL P PL PL PL PL PL PL PL PL PL PL PL PL PL P 60+00 61+00 62+00 63+00 64+00 65+00 P.I. STA. 62+60.96 ǻ No Curve Run L7 1 : L8 1 : L9 1 : P.I. STA. 60+49.25 ǻ No Curve Run OHE OHE X OHE OHE OHE OHE OHE OHE UE UE UE UE UE UE UE UE UE UE UE ][ ][ ][ ][ ][ R/W R/W L10 1 : L11 1 : TEMP. R/W FOR DRIVE CONSTR. TEMP R/W FOR GRADING L12 1 ( L13 1 ( L14 6 ( P.I. STA. 2+46.75 ǻ No Curve Run P.I. STA. 3+75.15 ǻ No Curve Run P.I. STA. 1+99.59 ǻ No Curve Run TEMP. R/W FOR DRIVE CONSTR. (Asphalt) (Concrete) (Concrete) (Concrete) (Concrete) (Concrete) (Concrete) (Concrete) (Concrete) (Concrete) (Gr (Grass) (Grass) (Grass) (Grass) (Grass) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) (Asphalt) d Area) (Wooded Area) (Concr (Landscape Area) (Landscape Area) (Gravel) (Gravel) (Gravel) (Gravel) (Gravel) (Gravel) Sign +61, 18' LT. STR. No. 311 EXIST. M.H. IN PLACE REMOVE M.H. & PIPE REMOVE 14 LFT EXIST. 36" PIPE INTO STR. No. 15 INV.=788.94 +65, 28' LT. STR. No. 306 EXIST. M.H. IN PLACE NO CHANGE REQ'D. +04, 48' RT. STR. No. 309 EXIST. SAN. M.H. IN PLACE ADJUST CASTING TO GRADE +59, 51' RT. STR. No. 310 EXIST. SAN. M.H. IN PLACE ADJUST CASTING TO GRADE +14, 48' RT. STR. No. 313 EXIST. SAN. M.H. IN PLACE ADJUST CASTING TO GRADE 21+00 22+00 23+00 24+00 25+00 +00 CURB TURNOUT REQ.'D San. San. San. San. San. San. San. San. San. San. San. San San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. San. R/W R/W 780 785 790 STR. NO. 9 STR. NO. 12 STR. NO. 19 41 LF of 12" Pipe @ 0.46% INV. = 785.40 INV. = 785.60 INV. = 782.20 STR. NO. 21 INV. = 782.10 0 0 20' 40' LINE "PR-1" LINE "PR-1" 28.5' 28.5' LINE "T" 6.0' 9.0' LINE "A" (SECTION LINE) 6.0' 9.0' PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT BEGIN PROJECT P.O.T. STA. 60+49.25 "PR-1"= P.O.T. STA. 20+97.11 "A", 14.8' RT. LINE "T" LINE "T" EQUATION: P.O.T. STA. 63+77.36 "PR-1"= P.O.T. STA. 02+89.53 "T" BEGIN PROJECT STA. 60+49.25 ELEV. 791.25 INCIDENTAL CONSTRUCTION TBM-2 SEC. 34, T 31 N, R 13 E ST. JOSEPH TOWNSHIP ALLEN COUNTY ALL R/W DESCRIBED FROM LINE "A" EXCEPT AS SHOWN. LINE "PR-1" TO BE CONSTRUCTED. SEC. 33, T 31 N, R 13 E ST. JOSEPH TOWNSHIP ALLEN COUNTY +77 STR. No. 1 EXIST. 9'-6" X 6'-9" CS PIPE ARCH, REMOVE. 10' X 6' CONCRETE BOX CULVERT WITH WING WALLS REQUIRED (SEE DETAIL) CONSTR. LIMITS CONSTR. LIMITS CONSTR. LIMITS CONSTR. LIMITS CONSTR. LIMITS REMOVE PROPOSED STORM SEWER LEFT (PLOTTED 10' ABOVE DATUM) STR. NO. 1 10' x 6' CONCRETE BOX CULVERT @ 0.53% UPSTREAM INV.=777.04 DOWNSTREAM INV.=776.55 LINE "A" (SECTION LINE) TBM-2 R.R. SPIKE IN W. SIDE OF PP #A423-898, STA. 64+09, 34' RT. ELEV. = 788.67 790.80 789.60 789.00 788.91 PROFILE GRADE, SWALE, 45' LT. (PLOTTED 15' ABOVE DATUM) PROPOSED STORM SEWER LEFT (PLOTTED 15' ABOVE DATUM) PROPOSED STORM SEWER RIGHT (PLOTTED 10' BELOW DATUM) 2.40% 1.20% 0.30% NOTE: 1. SEE TOPO NOTES AND PROPOSED DESIGN INFORMATION ON CONSTRUCTION DETAIL SHEETS. 2. SEE STATIONS AND OFFSETS FOR R/W AND TEMP. R/W ON CONSTRUCTION DETAIL SHEETS. 788.76 TEMP R/W FOR DRIVE CONSTRUCTION 15.0'
Transcript of PL 60+00 61+00 62+00 L12 INV.=788 - Fort Wayne, Indiana · corner of pawawna dr. & maplecrest rd....
770
775
780
785
790
795
800
805
810
770
775
780
785
790
795
800
805
810
60+00
791.7
3 P.G
.
60+50
791.3
779
1.25 P
.G.
61+00
790.6
279
0.76 P
.G.
61+50
789.8
779
0.06 P
.G.
62+00
789.2
978
9.34 P
.G.
62+50
788.8
878
8.69 P
.G.
63+00
788.5
578
8.23 P
.G.
63+50
788.1
778
7.92 P
.G.
64+00
787.7
878
7.61 P
.G.
64+50
787.8
978
7.31 P
.G.
65+00
787.9
178
7.27 P
.G.
P.V.I. 60+90
EL.=790.93
V.C.=60'
P.V.I. 62+60
EL.=788.48
V.C.=100'
P.V.I. 64+80
EL.=787.12
V.C.=70'
-0.62%
-1.4
4%
-0.80%
+10 +80
788.1
7 P.G
.
787.2
3 P.G
.
217 LF of 15" Pipe @ 1.01%
STR. NO. 18
STR. NO. 17
60" x 38" ELLIP. PIPE @ 0.21%
STR. NO. 10
60" x 38" ELLIP. RCP
@ 0.30%
STR. NO. 15
8 LF of 36" Pipe @ 0.41%
STR. NO. 20
INV. = 785.00
INV. = 782.80
INV. = 779.10
INV. = 779.06
INV. = 779.11
INV. = 779.17
INV. = 779.30
INV. = 779.44
INV. = 779.46
San.
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P.I. STA. 62+60.96
Δ=0° 18' 30"No Curve Run
L7N03° 33' 57"W
L8N03° 15' 26"W
L9N03° 04' 49"W
P.I. STA. 60+49.25
Δ=0° 29' 08"No Curve Run
OH
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R/W
R/W
L10N03° 06' 26"W
L11N03° 06' 26"W
TEMP. R/W FOR DRIVE CONSTR.
TEMP R/W FOR GRADING
L
1
2
N
7
6
°
0
7
' 4
5
"
E
L1
3
N
8
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° 1
0
' 2
7
"E
L14
S89° 17' 59"E
P.I. STA. 2+46.75
Δ=4° 02' 42"No Curve Run
P.I. STA. 3+75.15
Δ=10° 31' 33"No Curve Run
P.I. STA. 1+99.59
Δ=4° 54' 33"No Curve Run
TEMP. R/W FOR DRIVE CONSTR.
(Asphalt)
(Concrete)
(Concrete)
(Concrete)
(Concrete)(Concrete)(Concrete)
(Concrete)
(Concrete)
(Concrete)
(Grass)(Grass)(Grass)
(Grass)(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt) (Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt) (Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Wooded Area)
(Wooded Area)
(Concrete)
(Landscape Area)(Landscape Area)
(Gravel) (Gravel)(Gravel)
(Gravel)
(Gravel) (Gravel)
Sign
+61, 18' LT. STR. No. 311
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
REMOVE 14 LFT EXIST. 36" PIPE
INTO STR. No. 15
INV.=788.94
+65, 28' LT. STR. No. 306
EXIST. M.H. IN PLACE
NO CHANGE REQ'D.
+04, 48' RT. STR. No. 309
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+59, 51' RT. STR. No. 310
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+14, 48' RT. STR. No. 313
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
21+00
22+00
23+00
24+00
25+00
+00
CURB TURNOUT REQ.'D
San.
San.
San.
San.
San.San.
San.
San.
San.San.
San.San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
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San.
San.
San.
San.
San.
San.
R/W
R/W
780
785
790
STR. NO. 9
STR. NO. 12
STR. NO. 19
41 LF of 12" Pipe @
0.46%
INV. = 785.40
INV. = 785.60
INV. = 782.20
STR. NO. 21
INV. = 782.10
00 20' 40'
LINE "PR-1" LINE "PR-1"
28.5'
28.5'
L
I
N
E
"
T
"
6.0'
9.0'
LINE "A" (SECTION LINE)
6.0'
9.0'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
BEGIN PROJECT
P.O.T. STA. 60+49.25 "PR-1"=
P.O.T. STA. 20+97.11 "A", 14.8' RT.
LIN
E
"T
"
LIN
E
"T
"
EQUATION:
P.O.T. STA. 63+77.36 "PR-1"=
P.O.T. STA. 02+89.53 "T"
BEGIN PROJECT
STA. 60+49.25
ELEV. 791.25
INCIDENTAL
CONSTRUCTION
TBM-2
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN.
LINE "PR-1" TO BE CONSTRUCTED.
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
8
3
°
'
+77 STR. No. 1
EXIST. 9'-6" X 6'-9" CS PIPE ARCH, REMOVE.
10' X 6' CONCRETE BOX CULVERT WITH
WING WALLS REQUIRED (SEE DETAIL)
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
REMOVE
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
STR. NO. 1
10' x 6' CONCRETE BOX
CULVERT @ 0.53%
UPSTREAM INV.=777.04
DOWNSTREAM INV.=776.55
LINE "A" (SECTION LINE)
TBM-2
R.R. SPIKE IN W. SIDE OF PP #A423-898,
STA. 64+09, 34' RT.
ELEV. = 788.67
790.80
789.60
789.00
788.91
PROFILE GRADE, SWALE, 45' LT.
(PLOTTED 15' ABOVE DATUM)
PROPOSED STORM SEWER LEFT
(PLOTTED 15' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 10' BELOW DATUM)
2.40%
1.2
0%
0.30%
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
788.76
TEMP R/W FOR
DRIVE
CONSTRUCTION
15.0'
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
65+00
787.9
178
7.27 P
.G.
65+50
788.0
778
7.56 P
.G.
66+00
788.2
578
7.88 P
.G.
66+50
788.6
178
8.19 P
.G.
67+00
789.2
878
8.51 P
.G.
67+50
790.1
778
8.82 P
.G.
68+00
790.8
978
9.14 P
.G.
68+50
791.2
178
9.45 P
.G.
69+00
791.3
678
9.77 P
.G.
69+50
791.4
179
0.08 P
.G.
70+00
791.5
079
0.40 P
.G.
70+00.01
791.5
079
0.40 P
.G.
0.63%
STR. NO. 25
STR. NO. 30
60" x 38" ELLIP. PIPE @ 0.22%
48" PIPE @ 0.22%
INV. = 780.05INV. = 780.18
INV. = 780.66
INV. = 780.66
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65+
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66+
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67+
00
68+
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69+
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70+
00
P
L
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PL
P
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L5N03° 15' 26"W
X
X X X
X
X
UE
UE
R/W
R/W
R/W
R/W
EXIST. R/W
L7N03° 20' 05"W
P.I. STA. 67+08.81
Δ=0° 04' 38"No Curve Run
L8N03° 06' 26"W
L9N03° 06' 26"W
R
/
W
R
/
W
R
/
W
(Asphalt)
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asph
alt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)(Concrete)
(Concrete)
(Concrete)
(Concrete)(Building)
(Buil
ding)
(Building) (Building)
26+00
27+00
28+00
29+00
30+00
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12" PIP
E @ 0
.70%
STR. NO. 31
STR. NO. 23
INV. = 782.67
INV. = 784.95
12" PIPE @
0.70%
STR. NO. 22
STR. NO. 27
STR. NO. 29
STR. NO. 28
8" PIPE @ 0.55%
12" P
IPE @
1.0
0%
INV.=782.67
INV.=785.34
INV.=785.00
INV.=785.28
00 20' 40'
27
LINE "PR-1"
LINE "PR-1"
28.5'
5.0'
28.5'
6.0'
6.0'
9.0'
8.0'
6.0'
28.5'
28.5'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
LINE "A" (SECTION LINE)
LINE "A" (SECTION LINE)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
770
775
780
785
790
795
800
805
810
770
775
780
785
790
795
800
805
810
70+00
790.4
079
0.40 P
.G.
70+50
790.7
179
0.71 P
.G.
71+00
791.0
879
1.08 P
.G.
71+50
791.5
679
1.56 P
.G.
72+00
792.0
979
2.09 P
.G.
72+50
792.6
279
2.62 P
.G.
73+00
793.1
579
3.15 P
.G.
73+50
793.6
779
3.67 P
.G.
74+00
794.1
479
4.14 P
.G.
74+50
794.5
579
4.55 P
.G.
75+00
794.9
579
4.95 P
.G.
P.V.I. 73+75
EL.=793.95
V.C.=110'
P.V.I. 71+00
EL.=791.03
V.C.=100'
1.06%
0.63%
0.8
0%
48" PIPE @ 0.20%
8" PIPE @
0.55%
48" PIPE @ 0.34%
48" PIPE @ 0.22%
STR. NO. 39
787.04
STR. NO. 36
12" PIPE @ 0.40%
STR. NO. 35
INV. = 786.86
INV. = 786.69
INV. = 781.08
INV. = 781.09
INV. = 781.20INV. = 781.20
OH
E
OH
E
OHE
OHE
70+
00
71+
00
72+
00
73+
00
74+
00
75+
00
P
L
P
L
PL
PL
PL
PL
PL
PL
L3N03° 20' 05"WL4N03° 20' 05"W
R/W R/W
R/W
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
R/W
L5N03° 06' 26"W
L6N03° 06' 26"W
EXIST. R/W
R
/
W
R/W
(Concrete)
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)
(Asphalt) (Asphalt)(Asphalt)
(Asphalt)(Concrete)
(Concrete)(Concrete)
(Concrete)
(Concrete)(Concrete)
(Concrete)
(Landscape Area) (Landscape Area)(Landscape Area)
(Landscape Area)
(Building) (Building)
(Building)
(Building)
(Concrete)
(Concrete)
+78, 47' RT. STR No. 322
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
& ROTATE CASTING OUTSIDE CURB
31+00
32+00
33+00
34+00
35+00
San.San. San. San.
San. San. San.San.
San.San.
San.San.
San.San.
San.
San.
San.San. San. San.
San. San. San.San.
San.San.
San.San.
San.San.
San.
San.
STR. NO. 34
8" PIPE @
0.55%
STR. NO. 35
12" PIPE @ 0.40%
INV. = 785.50
INV. = 786.86
STR. NO. 33
8" PIPE @
0.55%
INV. = 785.71
00 20' 40'
28
LINE "PR-1" LINE "PR-1"
28.5'
8.0'
28.5'
5.0'
LINE "A" (Section Line)
LINE "A" (Section Line)
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
8.0'
28.5'
6.0'
28.5'
6.0'
5.0'
8.0'
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
TBM-3
TBM-3
RR SPIKE IN W. SIDE OF PP #A427-863 AT S.W.
CORNER OF PAWAWNA DR. & MAPLECREST RD.
STA. 74+88, 42' LT
ELEV. = 796.73
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
REMOVE
PROPOSED STORM SEWER RIGHT
(PLOTTED 10' BELOW DATUM)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
TEMP. R/W FOR GRADING
770
775
780
785
790
795
800
805
770
775
780
785
790
795
800
805
75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00
P.V.I. 77+35
EL.=796.83
V.C.=140'
-0.91%
0.80%
48" PIPE @ 0.22%
48" PIPE @ 0.15%48" PIPE @ 0.15%
48" PIPE @ 0.22%
STR. NO. 50
792.38
STR. NO. 42
STR. NO. 45
INV. = 781.92
INV. = 781.93
INV. = 782.34
INV. = 782.34
INV. = 782.64
INV. = 782.74
75+
00
76+
00
77+
00
78+
00
79+
00
80+
00
L1N03° 18' 13"W L2N03° 18' 13"W
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
P
L
P
L
P
L
P
L
G
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR GRADING
L3N03° 06' 34"W
L4N03° 06' 26"W
P.I. STA. 75+13.15
Δ=0° 01' 51"No Curve Run
R
/
W
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt) (Asphalt)
(Grass)
(Asphalt) (Asphalt)
(Landscape Area)
(Landscape Area)(Landscape Area)
(Building)
(Building)
+56, 27' LT. STR. No. 326
EXIST. INLET IN PLACE
REMOVE INLET & PIPE
+40, 26' LT. STR. No. 327
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+29, 48' RT. STR. No. 325
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+25, 44' LT. STR. No. 324
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+28, 45' LT. STR. No. 328
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE &
ROTATE CASTING OUTSIDE SIDEWALK
36+00
37+00
38+00
39+00
40+00
TEMP. R/W FOR GRADING
R/WR/W
San.
San.
San.
San.
San.
San.San.
San.San.
San.San.
San.
San.
San.
San.
San.San.
S
a
n
.
R/W
R/W
8" PIP
E @ 1
.00%
8" PIPE @ 1.00%
STR. NO. 47
STR. NO. 49
INV. = 790.50
INV. = 789.65INV. = 789.65
STR. NO. 46
8" PIPE @ 1.00%
8" PIP
E @ 1
.00%
STR. NO. 51
INV. = 790.45
INV. = 789.50 INV. = 789.18
00 20' 40'
29
LINE "PR-1"LINE "PR-1"
28.5'
28.5'
6.0'
5.0'
6.0'
8.0'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 33, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 34, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
REMOVE
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
LINE "A" (Section Line)
LINE "A" (Section Line)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
SECTION LINE
STA. 76+02
SECTION CORNER
MONUMENT REQ'D
770
775
780
785
790
795
800
805
770
775
780
785
790
795
800
805
80+00
796.0
479
4.41 P
.G.
80+50
796.1
779
3.96 P
.G.
81+00
796.3
179
3.62 P
.G.
81+50
796.4
179
3.75 P
.G.
82+00
796.4
179
4.00 P
.G.
82+50
796.4
579
4.31 P
.G.
83+00
796.5
479
4.75 P
.G.
83+50
796.8
779
5.25 P
.G.
84+00
797.4
779
5.75 P
.G.
84+50
798.0
679
6.25 P
.G.
85+00
798.7
279
6.75 P
.G.
P.V.I. 81+00
EL.=793.50
V.C.=70'
P.V.I. 82+50
EL.=794.25
V.C.=100'
0.50%
1.00%
0.91%
+10
793.6
1 P.G
.
48" PIPE @ 0.17%
48" PIPE @ 0.15%
STR. NO. 64
STR. NO. 59
48" PIPE @ 0.18%
INV. = 783.07
INV. = 783.17
INV. = 783.37
INV. = 783.38
80+
00
81+
00
82+
00
83+
00
84+
00
85+
00
PL
PL
PL
PL
P
L
P
L
P
L
PL
PL
PL
PL
P
L
P
L
P
L
P
L
L3N03° 18' 13"W
L4N03° 18' 11"W
UE
UE
UE
UE
UE
P.I. STA. 82+58.89
Δ=0° 00' 02"No Curve Run
R/W
R/W
R/W
R/W
TEMP. R/W FOR GRADING
L5N03° 06' 34"W (Asphalt)
(Asphalt)
(Concrete)
(Con
crete)
(Concrete)
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass) (Grass)
(Grass)
(Grass)
(Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Grass)
(Grass)
(Landscape Area)
Sign - THE COMMUNITYOF WALDEN
(Buil
ding)
(Building)
+39, 25' LT. STR. No. 329
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+67, 24' LT. STR. No. 332
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
& PLUG 12" PIPE AT R/W
41+00
42+00
43+00
44+00
45+00
L7N03° 06' 34"W
San.
San.
San.
San.San.
San.San.
San.
R
/
W
R
/
W
TEMP. R/W FOR GRADING
785
790
795
STR. NO. 53
STR. NO. 55
STR. NO. 58
STR. NO. 62
STR. NO. 66
STR. NO. 69
12" PIPE @ 0.75%
8" PIPE @
0.50%
8" PIPE @
0.50%
787.31
788.95
INV. = 790.31
INV. = 788.00INV. = 787.48
789.00
INV. = 790.05
INV. = 789.50
INV. = 789.13
INV. = 789.00
STR. NO. 54
STR. NO. 56
STR. NO. 60
STR. NO. 57
STR. NO. 63
STR. NO. 65
STR. NO. 68
12" PIPE @ 1.00%
12" PIPE @ 2.00%
8" PIPE @
0.50%
8" PIPE @ 0.50%
+00
793.10
+75
792.80+50
793.50
-0.40%
+0.9
3%
PROFILE SWALE 45' RT.
(PLOTTED 15' BELOW DATUM)
INV. = 789.84
INV. = 789.09
INV. = 788.38
INV. = 789.55
INV. = 789.21INV. = 789.24
INV. = 789.37
INV. = 789.48
INV. = 790.00
00 20' 40'
30
LINE "PR-1"
LINE "PR-1"
8.0'
6.0'
28.5'
28.5'
5.0'
LINE "A" (Section Line)
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
6.0'
TBM-4
TBM-4
RR SPIKE IN W. SIDE OF PP #4394-634
STA. 83+21, 39' RT.
ELEV. = 796.27
CONSTR. LIMTIS
CONSTR. LIMTIS
CONSTR. LIMTIS
CONSTR. LIMTIS
CONSTR. LIMTIS
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
LINE "A" (Section Line)
REMOVE PIPE
REMOVE 15 LFT OF EXIST. PIPE
PLUG EXIST. PIPE
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
+00, 45' RT.
BEGIN SWALE
+50, 45' RT.
END SWALE
PROFILE GRADE
SWALE
770
775
780
785
790
795
800
805
810
770
775
780
785
790
795
800
805
810
85+00
798.7
279
6.75 P
.G.
85+50
799.3
379
7.24 P
.G.
86+00
799.8
379
7.71 P
.G.
86+50
800.2
579
8.17 P
.G.
87+00
800.5
779
8.62 P
.G.
87+50
800.9
679
9.08 P
.G.
88+00
801.4
279
9.54 P
.G.
88+50
801.8
379
9.96 P
.G.
89+00
802.3
380
0.32 P
.G.
89+50
802.9
080
0.64 P
.G.
90+00
803.4
280
1.01 P
.G.
P.V.I. 85+50
EL.=797.25
V.C.=50'
P.V.I. 88+50
EL.=800.00
V.C.=110'
0.92%
0.64%
+75
800.7
2 P.G
.
30" PIPE @ 0.20%
30" PIPE @ 0.20%
48" PIPE @ 0.15%
STR. NO. 72
STR. NO. 75
STR. NO. 78
784.57
INV. = 783.80
INV. = 783.90
INV. = 784.10
INV. = 788.59
INV. = 788.85
INV. = 788.85
85+
00
86+
00
87+
00
88+
00
89+
00
90+
00
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
PL
PL
P
L
P
L
P
L
P
L
L5N03° 18' 11"W
P.I. STA. 89+71.42
Δ=0° 04' 41"No Curve Run
R/WR/W
R/WR/W
EXIST. R/W
EXIST. R/W
L7N03° 06' 34"W
L8N03° 06' 34"W
(Asphalt)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)
+41, 25' LT. STR. No. 334
EXIST M.H. IN PLACE
REMOVE M.H. & PIPE
+38, 24' LT. STR. No. 336
EXIST M.H. IN PLACE
REMOVE M.H. & PIPE
+72, 60' RT. STR. No. 335
EXISTING M.H. & BULKHEADED 36" PIPE
EXTEND 63 LFT OF 36" PIPE REQ'D.
46+00
47+00
48+00
49+00
50+00
L6N03° 22' 52"W
EXIST.BULKHEADED 36" PIPE
R/W
TEMP. R/W FOR GRADING
TEMP. R/W FOR GRADING
8" PIP
E @ 1
.00%
STR. NO. 82
STR. NO. 76
INV. = 793.21
INV. = 794.26
00 20' 40'
31
LINE "PR-1"
LINE "PR-1"
8.0'
8.0'
28.5'
28.5'
5.0'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
8.0'
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
CONSTR. LIMITSCONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
LINE "A" (Section Line)
LINE "A" (Section Line)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
SWIMMING
POOL
775
780
785
790
795
800
805
810
815
775
780
785
790
795
800
805
810
815
90+00
803.4
280
1.01 P
.G.
90+50
803.8
880
1.48 P
.G.
91+00
804.4
380
2.07 P
.G.
91+50
804.8
180
2.69 P
.G.
92+00
805.2
880
3.19 P
.G.
92+50
805.5
380
3.37 P
.G.
93+00
805.2
580
3.25 P
.G.
93+50
805.0
780
3.00 P
.G.
94+00
804.8
680
2.75 P
.G.
94+50
804.7
280
2.51 P
.G.
95+00
804.6
380
2.50 P
.G.
P.V.I. 92+25
EL.=803.63
V.C.=140'
P.V.I. 90+25
EL.=801.13
V.C.=140'
P.V.I. 95+00
EL.=802.25
V.C.=120'
1.2
5%
-0.50%
+76
802.4
6 P.G
.
1.15%
30" PIPE @ 0.20%
STR. NO. 85
STR. NO. 93
STR. NO. 90
STR. NO. 92
8" PIPE @ 1.00%
12" PIPE @ 0.56%
INV. = 789.40
INV. = 789.40
INV. = 797.32
INV. = 796.39
INV. = 796.43
INV. = 796.50
INV. = 790.17
INV. = 790.17
90+
00
91+
00
92+
00
93+
00
94+
00
95+
00
PL
P
L
P
L
P
L
P
L
P
L
P
L
P
L
PL
PL
PL
PL
PL
L6N03° 22' 52"W
L7N03° 22' 52"W
X X X X X X X X
X X X X XX
X
X X X X X X X X X X X
X
X X
UE
R/W
L9N03° 06' 34"W
(Asphalt)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)(Grass)(Grass) (Building)
L8N03° 06' 34"W
51+00
52+00
53+00
54+00
55+00
+45, 22' LT. STR. NO. 337
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
TEMP. R/W FOR GRADING
R/W
STR. NO. 83
STR. NO. 88
8" PIP
E @ 1
.00%
INV. = 795.70
INV. = 796.55
8" PIP
E @ 1
.00%
STR. NO. 87
STR. NO. 89
STR. NO. 91
8" PIPE @ 0.60%
STR. NO. 94
INV. = 796.64
INV. = 797.50
INV. = 797.90
INV. = 797.28
00 20' 40'
32
LINE "PR-1"
8.0'
8.0'
28.5'
28.5'
5.0'
LINE "A" (Section Line)
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
LINE "PR-1"
LINE "A" (Section Line)
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
8.0'
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
TBM-5
TBM-5
RR SPIKE IN W. SIDE OF PP #A394-803
STA. 93+09, 38' RT.
ELEV. = 804.40
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
95+00
804.6
380
2.50 P
.G.
95+50
804.6
780
2.83 P
.G.
96+00
804.6
880
3.40 P
.G.
96+50
804.9
780
3.97 P
.G.
97+00
805.3
480
4.55 P
.G.
97+50
805.6
780
5.12 P
.G.
98+00
806.0
880
5.70 P
.G.
98+50
806.6
180
6.27 P
.G.
99+00
807.0
880
6.85 P
.G.
99+50
807.4
980
7.36 P
.G.
100+00
807.9
380
7.76 P
.G.
P.V.I. 99+35
EL.=807.25
V.C.=50'
P.V.I. 95+00
EL.=802.25
V.C.=120'
1.1
5%
0.78%
30" PIPE @ 0.20%
30" PIPE @ 0.20%
6"
PIP
E @
1.0
0%
6" P
IPE @
1.0
0%
INV. = 790.52INV. = 790.52
INV. = 798.97
INV. = 799.77
INV. = 799.50
INV. = 798.90
INV. = 791.13
INV. = 791.38
PL
PL
PL
PL
PL
PL
98+
00
99+
00
100+
00
FOC FOC FOC FOC FOC FOC
P.I. STA. 97+72.56
Δ=0° 16' 18"No Curve Run
45' R/W
45' R/W
50' R/W
TEMP. R/W FOR DRIVE CONSTR.
(Asphalt)
(Asphalt)(Grass)
(Grass)
(Conc.)
(Asphalt)
(Asphalt)
(Grass)
+63, 31' RT. STR. No. 346
EXIST. INLET IN PLACE
REMOVE INLET & PIPE
P.I. STA. 99+62.50
Δ=0° 11' 42"No Curve Run
R/W
PL
PL
PL
95+
00
96+
00
97+
00
L8N03° 22' 52"W
X X X X X X
XX
XX
R/W
L10N03° 06' 34"W
R
/
W
R
/
W
(Asphalt)
(Concrete)
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Con
crete
Walk
)
(Con
crete
Walk
)
(Grass)
(Grass)
(Grass)
56+00
57+00
58+00
+40, 31' LT. STR. No. 342
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+98, 41' RT. STR. No. 340
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE
+24, 44' RT. STR. No. 341
EXIST. INLET IN PLACE
REMOVE INLET & PIPE (NE)
& PLUG PIPE (WEST)
T
E
M
P
.
R
/
W
F
O
R
G
R
A
D
I
N
G
(Concrete)
R/W
00 20' 40'
33
LINE "PR-1"
8.0'
6.0'
28.5'
28.5'
6.0'
5.0'
LINE "A" (Section Line)
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
EQUATION:
P.O.T. STA. 97+72.56 "PR-1" =
P.O.T. STA. 58+20.37 "A"
LINE "PR-1" & LINE "A"
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PLUG PIPE
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
100+00
807.9
380
7.76 P
.G.
100+50
808.3
880
8.15 P
.G.
101+00
808.6
580
8.54 P
.G.
101+50
808.7
480
8.74 P
.G.
102+00
808.5
280
8.56 P
.G.
102+50
808.1
780
8.19 P
.G.
103+00
807.7
180
7.82 P
.G.
103+50
807.3
380
7.46 P
.G.
104+00
807.1
780
7.18 P
.G.
104+50
807.2
080
7.20 P
.G.
105+00
807.3
080
7.43 P
.G.
0.78% -0.73%
P.V.I. 101+50
EL.=808.92
V.C.=100'
P.V.I. 104+12
EL.=807.00
V.C.=100'
+22
807.1
5 P.G
.
0.49%
27" TRENCHLESS PIPE @ 0.18%
27" TRENCHLESS PIPE @ 0.18%
STR. NO. 105
STR. NO. 104
EXIST. 18"
800.70
INV. = 791.80
INV. = 791.80
INV. = 792.21
INV. = 792.21
OH
E
OH
E
OH
E
UE
FOC FOC FOC FOC FOC
FOC
FOC
San. San.
P
L
P
L
P
L
P
L
PL
PL
PL
PL
PLPL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
R/W
R/W
R/W
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR
DRIVE CONSTR.
R
/
W
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)(Concrete)
(Asphalt)
(Asphalt)
(Asphalt)
Direction Only - CatchBasin Not Found
(Asphalt)
(Asphalt)
(Grass)
(Asphalt)
(Asphalt)
(Grass)
+77, 35' LT. STR. No. 350
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE &
REMOVE EXIST. PIPE TO SOUTH
+05, 63' LT. STR. No. 351
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE
+97, 37' LT. STR. No. 356
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+13, 37' LT. STR. No. 361
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPES
+05, 27' RT. STR. No. 357
EXIST. M.H. IN PLACE
REMOVE M.H. & PLUG PIPE
+05, 79' RT. STR. No. 352
EXIST. M.H. IN PLACE
NO CHANGE REQ'D.
+25, 36' RT. STR. No. 362
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
100+
00
101+
00
102+
00
103+
00
104+
00
105+
00
L12N03° 18' 17"W
L13N03° 06' 34"W
L14N03° 18' 17"W
L15N03° 27' 41"W
61+00
62+00
63+00
64+00
65+00
TEMP. R/W FOR GRADING
San. San.
R/W
R/W
TEMP. R/W FOR
PARKING LOT CONSTR.
STR. NO. 107
8" PIPE @
0.50%
STR. NO. 106
INV. = 802.42
INV. = 802.75
00 20' 40'
34
8.0'
6.0'
30.0'
30.0'
6.0'
5.0'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
TBM-6
TBM-6
CHISELED BOX IN N.W. COR. OF CONC.
BASE FOR MAST ARM POLE LOCATED AT
S.W. COR. OF MAPELCREST RD. & TRIER
RD. INTERSECTION, STA. 101+95, 42' LT.
ELEV. = 808.95
8.0'
5.0'
6.0'
6.0'
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PROPOSED PROFILE STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
LINE "A" (Section Line)
LINE "PR-1" LINE "PR-1"
LINE "A" (Section Line)
HMA FOR STRUCTURE INSTALLATION, TYPE C
P
LEGEND
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
105+00
807.3
080
7.43 P
.G.
105+50
807.4
780
7.68 P
.G.
106+00
807.7
880
7.92 P
.G.
106+50
808.2
680
8.17 P
.G.
107+00
808.8
280
8.41 P
.G.
107+50
809.6
380
8.61 P
.G.
108+0080
9.92
808.5
5 P.G
.108+50
809.4
780
8.25 P
.G.
109+00
808.8
580
7.89 P
.G.
109+50
808.3
780
7.54 P
.G.
110+00
808.2
280
7.19 P
.G.
P.V.I. 107+75
EL.=808.78
V.C.=110'
0.49%
-0.71%
27" PIPE @ 0.18%27" PIPE @ 0.18%
27" PIPE @ 0.18%
STR. NO. 109
STR. NO. 115
INV. = 792.57INV. = 792.57
INV. = 793.52
INV. = 793.27
PL
PL
PL
105+
00
R/W
TEMP. R/W FOR DRIVE CONSTR.
(Grass)
(Grass)
(Grass)
+18, 39' RT. STR. No. 363
EXIST. INLET IN PLACE
REMOVE INLET & PIPE
66+00
P.I. STA. 105+83.39
Δ=0° 09' 25"No Curve Run
L14N03° 18' 17"W
L15N03° 27' 41"W
R/W
San. San. San.
STR. NO. 113
STR. NO. 112
12"
PIP
E @
1.0
0%
8" PIP
E @ 1
.00%
INV. = 802.48INV. = 802.97
INV. = 803.40
INV. = 804.33
P
L
P
L
PL
PL
PL
PL
P
L
P
L
PL
PL
P
L
P
L
PL
PL
PL
PL
106+
00
107+
00
108+
00
109+
00
110+
00
OH
EO
HE
R/W
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR
DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
R/W
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)(Gravel)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Concrete)
(Gravel)
(Gravel)
(Concrete)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Gravel)
(Grass)
(Concrete)
(Concrete)
R/W
San.San.
San.
San.San.
San. San.
San.San.
San.
00 20' 40'
35
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
8.0'
6.0'
28.5'
28.5'
5.0'6.0'
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
LINE "PR-1" & LINE "A"
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
LINE "PR-1"
LINE "A" (Section Line)
LINE "PR-1" & LINE "A"
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
820
780
785
790
795
800
805
810
815
820
110+00
808.2
280
7.19 P
.G.
110+50
808.0
380
6.83 P
.G.
111+00
808.0
380
6.53 P
.G.
111+50
808.1
780
6.60 P
.G.
112+00
808.1
780
7.05 P
.G.
112+50
808.4
380
7.55 P
.G.
113+00
809.0
080
8.05 P
.G.
113+50
809.6
480
8.48 P
.G.
114+00
809.9
880
8.53 P
.G.
114+50
809.2
480
8.17 P
.G.
115+00
807.8
480
7.43 P
.G.
1.00%
P.V.I. 114+00
EL.=809.05
V.C.=160'
P.V.I. 111+25
EL.=806.30
V.C.=100'
0.71%
+16
806.5
1 P.G
.
1.6
2%
21" PIPE @ 0.20%
21" PIPE @ 0.20%
STR. NO. 121
STR. NO. 126
INV. = 793.72
INV. = 793.97
INV. = 794.14
INV. = 794.14
PL
PL
PL
PLPL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
110+
00
111+
00
112+
00
113+
00
114+
00
115+
00
G
8" C.I.W.M.
R/W
R/W
R/W
R/W
R
/
W
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR GRADING
+73.42
49.91' LT.
+88.50
65.00' LT.
+38.50
70.00' LT.
+43.50
65.00' LT.
+58.50
50.00' LT.
+31.48
65.00' LT.
+31.38
50.00' LT.
+76.00
50.00' LT.
+76.00
65.00' LT.
+51.00
65.00' LT.
+51.00
50.00' LT.
+79.36
45.00' RT.
+86.40
65.00' RT.
+43.22
45.00' RT.
+99.00
45.00' RT.
+99.00
55.00' RT.
+33.00
55.00' RT.
+33.00
45.00' RT.
+71.50
55.00' RT.
+71.61
45.00' RT.
+11.00
55.00' RT.
+11.00
45.00' RT.
+66.00
45.00' RT.
+66.00
55.00' RT.
+96.00
55.00' RT.
+96.00
45.00' RT.
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Concrete)(Gravel)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
McComb & Sons Sign
(Concrete)
(Concrete) (Grass)
(Asphalt)
(Concrete)
(Concrete)
(Grass)
(Grass)
(Gravel)
(Asphalt)
(Asphalt)
(Concrete)
Maplewood Park Sign
(Riprap)
(Mulch)
(Mulch)
(Grass)
(Grass)
(Grass)
(Grass)
(Concrete)
(Mulch)
(Mulch)
+96, 36' LT. STR. No. 371
EXIST. INLET IN PLACE
REMOVE INLET & PLUG PIPE FROM SW
+81, 32' RT. STR. No. 370
EXIST. M.H. IN PLACE
REMOVE M.H. & PLUG PIPE
+53, 28' RT. STR. No. 372
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+47, 38' RT. STR. No. 369
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+63.08
32.57' RT.
+63.08
32.57' RT.
+63.08
32.57' RT.
+63.08
32.57' RT.
+63.08
32.57' RT.
+49.42
12.90' LT.
+15, 33' RT. STR. No. 373
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
71+00
72+00
73+00
74+00
75+00
TEMP. R/W FOR LAWN GRADING
R/W
R/W
San.
San.
San.
San.
San.
San.
San.
S
a
n
.
S
a
n
.
San.
S
a
n
.
San.
San.
San.
San.
San.
R/W
R/W
12"
PIP
E @
0.9
8%
STR. NO. 118
12" PIPE @ 1.16%
STR. NO. 119
INV. = 802.86
INV. = 802.96
INV. = 803.24
STR. NO. 123
8" PIP
E @ 1
.00%
STR. NO. 129
-0.80%+0.60%
INV. = 802.53
INV. = 803.35
00 20' 40'
36
8.0'
6.0'
28.5'
28.5'
5.0'
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
LINE "PR-1" & LINE "A"
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
LINE "PR-1" & LINE "A"
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
REMOVE
REMOVE
6.0'
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
PLUG PIPE
PROFILE SWALE, 44' RT.
(PLOTTED 15' BELOW DATUM)
+75
807.10
+00
806.90
+50
807.20
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
115+00
807.8
480
7.43 P
.G.
115+50
806.7
280
6.62 P
.G.
116+00
806.0
280
5.81 P
.G.
116+50
805.5
280
5.07 P
.G.
117+00
805.0
980
4.66 P
.G.
117+50
804.8
480
4.32 P
.G.
118+00
804.6
480
3.99 P
.G.
118+50
804.6
780
3.74 P
.G.
119+00
804.7
080
3.92 P
.G.
119+50
804.7
080
4.18 P
.G.
120+00
804.8
380
4.45 P
.G.
-1.6
2%
-0.68%
P.V.I. 116+50
EL.=805.00
V.C.=60'
P.V.I. 118+50
EL.=803.65
V.C.=60'
+80
804.8
0 P.G
.
+54
803.7
4 P.G
.
0.53%
21" PIPE @ 0.20%
18" PIPE @ 0.21%
STR. NO. 131
STR. NO. 134
STR. NO. 146
15" PIP
E @ 0
.73%
STR. NO. 141
INV. = 794.95
INV. = 794.95
INV. = 795.30
INV. = 795.55
INV. = 795.71
INV. = 798.16
INV. = 798.84
INV. = 798.94
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
115+
00
116+
00
117+
00
118+
00
119+
00
120+
00
45' R/W
45' R/W
50' R/W
50' R/W
50' R/W
EXIST. R/W
TEMP. R/W FOR
DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR
DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
L16N03° 27' 41"W
L17N03° 27' 41"W
R
/
W
(Asphalt)
(Asphalt)
(Grass)
(Grass)
(Concrete)
(Asphalt)
(Mulch)Maplewood Gardens Sign
(Concrete)
(Grass)
(Grass)
(Mulch)
(Mulch)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Concrete)
(Grass)(Grass) (Mulch)
(Asphalt)
(Asphalt)
(Asphalt)
Maplewood Mennonite Church Sign
(Gravel)
(Grass)
(Grass)
(Asphalt)(Asphalt)
(Concrete)
(Concrete)
(Concrete)
(Gravel)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)
(Concrete)
(Gravel)
(Concrete)(Grass)
(Asphalt)
Glenview Drive+14, 30' RT. STR. No. 378
EXIST. INLET IN PLACE
REMOVE INLET & PIPE
+13, 23' LT. STR. No. 376
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+13, 30' LT. STR. No. 377
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+17, 25' LT. STR. No. 379
EXIST. M.H. IN PLACE
REMOVE M.H. & PIPE
+64, 29' RT. STR. No. 374
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+06, 26' RT. STR. No. 375
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+28, 30' RT. STR. No. 380
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
& ROTATE CASTING OUTSIDE CURB
76+00
77+00
78+00
79+00
80+00
TEMP. R/W FOR LAWN
GRADING
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
12" PIPE @ 0.59%
STR. NO. 137
30" X 19" ELLIP. PIPE @ 0.40%
STR. NO. 144
STR. NO. 133
STR. NO. 136
INV. = 799.30
INV. = 799.46INV. = 799.20
INV. = 799.62
STR. NO. 143
12" PIPE @ 0.91%
STR. NO. 142
INV. = 798.89
INV. = 799.16
00 20' 40'
37
LINE "PR-1" & LINE "A"
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
8.0'
6.0'
28.5'
28.5'
5.0'
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "A"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
6.0'
6.0'
6.0'
LINE "PR-1" & LINE "A"
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
PROPOSED STORM SEWER LEFT
(PLOTTED 10' ABOVE DATUM)
PROPOSED STORM SEWER RIGHT
(PLOTTED 15' BELOW DATUM)
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
780
785
790
795
800
805
810
815
820
780
785
790
795
800
805
810
815
820
120+00
804.8
380
4.45 P
.G.
120+50
805.0
780
4.71 P
.G.
121+00
805.2
380
4.98 P
.G.
121+50
805.7
180
5.24 P
.G.
122+00
806.3
280
5.51 P
.G.
122+50
807.0
580
5.77 P
.G.
123+00
807.7
280
6.05 P
.G.
123+50
807.6
580
6.36 P
.G.
124+00
807.4
780
6.67 P
.G.
124+50
807.6
880
6.99 P
.G.
125+00
807.9
480
7.30 P
.G.
0.63%
0.53%
P.V.I. 123+00
EL.=806.04
V.C.=50'
+75
805.9
1 P.G
.
15" PIPE @ 0.50%
15" PIPE @
0.50%
12" PIPE @
0.50%
12" PIPE @
0.49%
STR. NO. 149
STR. NO. 152
STR. NO. 150
INV. = 799.55
INV. = 799.65
INV. = 800.44
INV. = 800.54
INV. = 800.73
INV. = 800.83
INV. = 801.40
OH
E
OH
E
OH
E
OH
EO
HE
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
120+
00
121+
00
122+
00
123+
00
124+
00
125+
00
45' R/W
R/W
50' R/W
50' R/W
50' R/W
EXIST. R/W
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
R
/
W
R
/
W
R
/
W
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete) (Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asphalt)(Asphalt)
(Asphalt)
(Grass)
(Grass)
(Grass)(Mulch) (Concrete)
(Concrete)
(Concrete)
(Asphalt)(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Concrete)
(Concrete)
(Concrete)
(Asphalt)(Concrete)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
(Concrete)
Maplewood Gardens Sign
(Concrete)
(Grass)
(Mulch)
(Concrete)
(Concrete)
(Concrete)
(Grass)
(Grass)
(Grass)
Birchdale Drive
Maplewood Park Sign
+71, 4' RT. STR. No. 386
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE
+60, 37' RT. STR. No. 382
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+60, 26' LT. STR. No. 383
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+96, 25' LT. STR. No. 384
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
+81, 32' LT. STR. No. 388
EXIST. SAN. M.H. IN PLACE
ADJUST CASTING TO GRADE
81+00
82+00
83+00
84+00
85+00
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
00 20' 40'
38
LINE "PR-1" & LINE "A"
PROPOSED PROFILE @ LINE "PR-1", 6' LT & RT
8.0'
6.0'
28.5'
28.5'
5.0'
7.3'
6.0'
28.5'
6.0'
7.3'
6.0'
31.0'
33.0'
7.3'
6.0'
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
ALL R/W DESCRIBED FROM LINE "M"
EXCEPT AS SHOWN
LINE "PR-1" TO BE CONSTRUCTED
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
28.5'
LINE "PR-1" & LINE "A"
CONST. LIMITS
CONST. LIMITS
CONST. LIMITS
CONST. LIMITS
CONST. LIMITS
CONST. LIMITS
NOTE:
1. SEE TOPO NOTES AND PROPOSED DESIGN
INFORMATION ON CONSTRUCTION DETAIL
SHEETS.
2. SEE STATIONS AND OFFSETS FOR R/W AND
TEMP. R/W ON CONSTRUCTION DETAIL SHEETS.
125+00
807.9
480
7.30 P
.G.
125+50
808.0
680
7.62 P
.G.
126+00
808.1
580
7.93 P
.G.
126+50
808.0
580
8.18 P
.G.
127+00
808.1
380
8.35 P
.G.
127+50
808.4
380
8.53 P
.G.
128+0080
8.64
808.6
2 P.G
.
128+50
808.5
0 P.G
.
129+00
808.3
8 P.G
.
129+50
807.9
9 P.G
.
130+00
807.3
3 P.G
.
PL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
(Asphalt)
(Asphalt)
(Concrete)
(Grass)
(Grass)
(Grass)(Grass)
(Asphalt)
(Asphalt)
(Concrete)(Asphalt)
(Mulch) Walgreens Sign
(Grass)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Gravel)
(Concrete)
Marathon Gas Sign
(Mulch)(Asphalt)
(Asphalt)
BP Gas Sign
(Concrete)(Concrete)
(Concrete)
(Concrete)
(Grass)(Grass)
(Grass)(Grass)(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)(Concrete)
(Con
crete)
(Asphalt)
(Asphalt)
(Asphalt)(Asphalt)
(Asphalt)
Sign
Sign
Maplewood Plaza Stores Sign
Sign
(Asphalt)
San.San.San.San.San. OH
EO
HE
OH
E
OHEOHE
OH
EO
HE
(Asphalt)
(Asphalt)
(Concrete)
(Grass)
(Grass)(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Concrete)
(Asphalt)
(Mulch)
Walgreens Sign
(Grass)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Gravel)
(Concrete)Marathon Gas Sign
(Mulch)
(Asphalt)
(Asphalt)
BP Gas Sign
(Concrete)
(Concrete)
(Concrete)
(Concrete)
(Grass)(Grass)
(Grass)(Grass)(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Concrete)
(Concrete)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
Allstate Insurance/CPA Firm SIgn
Liberty Tax Service Sign
Maplewood Plaza Stores Sign
Indiana CPU/Computer Sales Sign
Maplecrest Road
OH
EO
HE
OH
EO
HE
G G G
FOC
FOC
FOC FOC FOC FOC FOC
San.
San.
San.
San.
San.
San.
San.
San.
San.
San.
00 20' 40'
39
SEC. 27, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 28, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 22, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 21, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
128+80
808.5
7 P.G
.
129+00
808.3
8 P.G
.
129+50
807.9
9 P.G
.
130+00
807.3
3 P.G
.
130+50
806.7
4 P.G
.
131+00
806.0
4 P.G
.
131+50
804.8
6 P.G
.
132+00
803.6
2 P.G
.
132+50
P.G
.
133+00
P.G
.
133+20
P.G
.
(Asphalt)
(Asphalt)
(Concrete)
(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)
(Mulch) Walgreens Sign
(Grass)
(Grass)
(Grass)
(Grass) (Grass)
(Grass)
(Asphalt)
(Asphalt)
(Asphalt)(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Concrete)
(Gravel)
(Concrete)
(Concrete)
(Concrete)
Marathon Gas Sign
(Mulch)
OH
EO
HE
OH
E
OHE
OH
EO
HE
OH
E
UEUE
G G G G G G G G G G G GG
GG
G
GG
G
G G G
FOC
FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
S
a
n
.
S
a
n
.
S
a
n
.
S
a
n
.
00 20' 40'
40
SEC. 22, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
SEC. 21, T 31 N, R 13 E
ST. JOSEPH TOWNSHIP
ALLEN COUNTY
785
790
795
800
805
810
815
785
790
795
800
805
810
815
11+50
807.6
3 P.G
.
12+00
808.0
0 P.G
.
12+50
808.3
0 P.G
.
13+00
808.6
0 P.G
.
13+50
808.7
8 P.G
.
14+00
808.8
6 P.G
.
14+50
808.9
4 P.G
.
15+00
809.4
7 P.G
.
15+50
809.5
3 P.G
.
16+00
809.6
2 P.G
.
16+50
809.7
0 P.G
.
17+00
809.8
5 P.G
.
OHE OHE 12" C.I.W.M.
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
45' R/W
45' R/W45' R/W
L1N86° 46' 41"E
LINE "S-15"
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Concrete)
(Concrete)(Asphalt)
(Grass) (Grass) (Grass) (Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Grass) (Grass)
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt) (Asphalt)(Asphalt)
(Asphalt)
(Concrete)
(Asphalt)(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)(Mulch)
(Mulch)
(Mulch)
(Mulch)
(Mulch)
(Mulch)
Target/Plaza Store Sign
Plaza Stores Sign
Culvers Sign
(Mulch)
(Mulch)
(Mulch)
(Concrete)
+91.6
, 54.4
' Pos
t+9
1.4, 4
6.7' P
ost
+26.0
, 34.3
' Inlet
+67.8
, 40.5
' Fire
Hyd
rant
+67.7
, 37.8
' Wate
r Valv
e
+83.2
, 63.4
' Spr
inkler
Valv
e+8
5.9, 8
3.3' W
ater V
alve
+89.9
, 82.4
' Wate
r Mete
r+9
0.2, 8
3.5' W
ater V
alve
+43.5
, 40.4
' Pow
er P
ole
+98.3
, 60.2
' Stre
et Lig
ht
+55.6
, 40.9
' Stre
et Lig
ht
+78.8
, 59.4
' Stre
et Lig
ht
+03.6
, 60.2
' Elec
Box
+26.2
, 32.1
' Inlet
+27.3
, 35.1
' Sign
+93.8
, 38.0
' Tra
f Mh
+58.8
, 40.3
' Guy
Wire
+54.7
, 38.4
' Tra
f Mh
+43.2
, 34.5
' Guy
Wire
+13.4
, 38.5
' Sign
+20.7
, 32.0
' Inlet
+61.2
, 38.3
' Wate
r Valv
e
+46.4
, 39.0
' Pow
er P
ole
+85.5
, 42.3
' Wate
r Valv
e
+70.4
, 44.2
' Tra
ffic M
H
+65.6
, 39.7
' Pole
+74.8
, 40.8
' Pow
er P
ole
+91.1
, 68.1
' Inlet
+40.1
, 64.0
' Stre
et Lig
ht
+73.7
, 35.8
' Tra
ffic M
H
+65.8
, 37.7
' Pole
+64.4
, 67.9
' Inlet
+83.4
, 5.7'
Tra
ffic M
H+8
3.3, 2
.9' D
etecto
r Hou
sing
+20.4
, 34.4
' Inlet
+95.00
45.00' RT.
+95.00
50.00' RT.
+50, 26' RT. STR. No. 398
EXIST. M.H. IN PLACE
NO CHANGE REQ'D.
+50.00
40.00' LT.
+55.00
40.00' LT.
+55.00
55.00' LT.
+50.00
60.00' LT.
+55.00
60.00' LT.
+55.00
48.00' RT.
+55.00
40.00' RT.
+00.00
45.00' RT.
+00.00
48.00' RT.
00 20' 40'
41
8.0'
10.0'
10.0'
10.0'
15.0' WATER MAIN EASEMENT
15.0' WATER MAIN EASEMENT
LINE "S-15"
6.0'
5.0'
5.0'
CONCRETE SIDEWALK
F
CURB RAMP TYPE "XX"
XX
CONCRETE CENTER CURB TYPE "D"
23
11.0'
EXIST.
11.0'
EXIST.
11.0'
EXIST.
14.0'
EXIST.
11.0'
EXIST.
SODDING (NURSERY)
26
CONCRETE PAVEMENT REMOVAL
MEMEET EXISTING
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
BEGIN CONSTRUCTION:
STA. 11+55.30 "S-15"
TBM-9
TBM-9
CHISELED "X" ON S. B.B. OF F.H.
LOCATED AT N.E. COR. OF STELLHORN
RD. & NORTHWOOD PLAZA ENTRANCE
STA. 11+85, 42' LT.
ELEV. = 809.28
6.0'
5.0'
6.0'
6.0'
5.0'
+90
+64
+90
2.0'
11.0'
11.0'
11.0'
11.0'
14.0'
+88.3
+ RT.
CLASS DR. REQ'D.
W=
L=
18
23.0'
15.0'
III
+ RT.
CLASS DR. REQ'D.
W=
L=
78
37.0'
15.0'
III
+88.3
R
1
5
.
0
'
R
1
2
.
0
'
EC
EXISTING, CONC. CURB AND GUTTER (TO REMAIN)
C1
PCCP FOR APPROACH, 9"
SUBGRADE TREATMENT TYPE II
CONCRETE CURB
13
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
B
HMA FOR APPROACH ,
165 #/SY HMA SURFACE TYPE A ON
275 #/SY HMA INTERMEDIATE TYPE A ON
SUBGRADE TREATMENT TYPE III
BEGIN CONSTRUCTION:
STA. 11+55.30 "S-15"
CONSTR. LIMITS CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
8.0'
TEMP. R/W FOR GRADING AND
SIDEWALK CONSTRUCTION
SAW CUT EXIST. ASPHALT AT R/W LINE
ALL R/W DESCRIBED FROM LINE
"S-15" EXCEPT AS SHOWN
LINE "S-15" TO BE CONSTRUCTED
+78
36.0'
22.0'
+52
+52
2.0'
+83
36.0'
790
795
800
805
810
815
820
790
795
800
805
810
815
820
17+00
809.8
5 P.G
.
17+50
809.4
5 P.G
.
18+00
809.3
0 P.G
.
18+50
809.1
5 P.G
.
19+00
809.1
0 P.G
.
19+50
809.0
4 P.G
.
20+00
808.9
3 P.G
.
20+50
808.7
7 P.G
.
21+00
808.6
4 P.G
.
21+50
808.4
8 P.G
.
22+00
808.3
1 P.G
.
PL
PL
PL
PL PL PL PL PL
PL
PL
PL
PL
PL
PLPL
OHE OHE OHE
OH
EO
HE
OHE OHE
GG
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FOC
FOC
17+
00
18+
00
19+
00
20+
00
21+
00
22+
00
45' R/W45' R/W
55' R/W 55' R/W
L1N86° 46' 41"E L2N86° 32' 02"E
+PL(+25.19)
45.00 Rt.
+PL(+25.21)
50.00 Rt.
+PL(+25.23)
55.00 Rt.
+PL(+75.23)
55.00 Rt.
+PL(+75.19)
45.00 Rt.
+20.00
45.00' RT.
+20.00
49.99' RT.
+42.29
49.99' RT.
+37.27
44.99' RT.
TEMP. R/W FOR DRIVE CONSTR.
(Asphalt)
(Asphalt)
(Concrete) (Concrete)
(Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Grass) (Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)(Grass)
Broken Asphalt Patches/Concrete
(Asphalt) (Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)(Concrete)
(Concrete) (Concrete)
(Asphalt)
(Asphalt)
(Concrete)
Hopsing's ChineseRestaurant Sign
Maplewood Auto Service
Rally's Restaurant Sign
(Asphalt)
(Asphalt)
(Asphalt)
(Mulch)Walgreens Sign
(Gra
ss)
(Asphalt)
(Asphalt)
(Concrete)
(Concrete)
(Gravel)
(Con
crete)
(Concrete)
(Mulch)(Mulch)
(Asphalt)BP Gas Sign
Lee's Famous Recipe ChickenSign 6'x6' Conc. Base(Grass)
Pay Phone
TEMP. R/W FOR DRIVE CONSTR.
TEMP. R/W FOR DRIVE CONSTR.
+20.2
, 46.9
' Pos
t
+30.0
, 41.9
' Pos
t+2
9.9, 4
7.4' P
ost
+71.6
, 48.6
' Pos
t
+95.8
, 35.8
' Inlet
+22.9
, 68.4
' Pos
t+2
3.1, 7
2.3' P
ost
+54.8
, 59.1
' Inlet
+48.7
, 48.5
' Pos
t+5
1.9, 5
5.1' P
ost
+54.7
, 53.5
' Pos
t
+04.1
, 45.2
' Stor
m Mh
+37.6
, 60.9
' Inlet
+44.0
, 31.7
' Wate
r Valv
e
+52.1
, 145
.4' S
prink
ler V
alve
+50.6
, 77.0
' Stre
et Lig
ht
+57.6
, 47.7
' Bee
hive I
nlet
+70.6
, 45.5
' Pow
er P
ole
+91.8
, 38.0
' Stor
m Mh
+87.8
, 39.8
' Tele
. Pole
+14.9
, 60.9
' Bee
hive I
nlet
+17.8
, 44.2
' Tele
Ped
+59.3
, 64.8
' Stor
m Mh
+38.9
, 68.7
' Wate
r Valv
e
+92.0
, 40.2
' Wate
r Valv
e
+71.9
, 46.0
' Wate
r Valv
e+7
4.7, 4
6.2' F
ire H
ydra
nt
+94.5
, 45.9
' Wate
r Valv
e
+66.3
, 50.1
' Spr
inkler
Valv
e
+38.0
, 48.8
' Tele
Ped
+32.7
, 108
.8' S
treet
Light
+38.6
, 87.8
' Spr
inkler
Valv
e
+43.8
, 117
.8' P
ower
Pole
+41.2
, 47.8
' Pow
er P
ole+4
3.2, 5
0.0' P
ower
Pole
+53.7
, 130
.9' S
treet
Light
+44.4
, 105
.4' In
let
+92.3
, 39.2
' Wate
r Valv
e
+89.9
, 48.4
' Com
munic
ation
Box
+89.9
, 49.6
' Tele
Mar
ker
+31.3
, 68.8
' Pow
er P
ole
+33.1
, 48.3
' Pow
er P
ole
+62.0
, 123
.0' S
treet
Light
+54.8
, 114
.2' P
ower
Pole
+86.9
, 42.0
' Tele
Mh
+74.6
, 24.7
' Tele
Mh
+79.6
, 24.9
' Tele
Mh
+31.8
, 76.2
' Stre
et Lig
ht
+87.4
, 47.8
' Pow
er P
ole
+01.5
, 50.9
' Stre
et Lig
ht
+07.0
, 38.6
' Stre
et Lig
ht
+26.1
, 42.4
' Stre
et Lig
ht
+50.8
, 38.9
' Stre
et Lig
ht+5
4.4, 5
7.2' P
ower
Pole
+46.6
, 58.0
' Pow
er P
ole
+60.2
, 114
.2' E
lec M
h
+76.8
, 50.9
' Stre
et Lig
ht
+94.7
, 44.4
' Inlet
+59.4
, 72.4
' Pos
t+5
8.8, 6
3.2' P
ost
+04.5
, 52.6
' Pos
t
+41.0
, 54.5
' Pos
t+4
8.1, 8
7.8' P
ost
+48.1
, 90.7
' Pos
t
+49.5
, 125
.0' P
ost
+60.8
, 40.3
' Inlet
+55.4
, 129
.4' P
ost
+03.6
, 59.3
' Stor
m Mh
+36.0
, 105
.2' In
let
+81.4
, 66.3
' Dec
id Tr
ee
+54.2
, 111
.6' D
ecid
Tree
+54.4
, 150
.3' D
ecid
Tree
+24.5
, 06.6
' Sign
+00.7
, 35.6
' Tra
f Mh
+24.4
, 01.6
' Dete
ct Lo
op
+39.9
, 01.9
' Dete
ct Lo
op
+28.5
, 06.2
' Dete
ct Ho
using
+18.3
, 03.6
' Dete
ct Ho
using
+08.8
, 02.0
' Dete
ct Lo
op
+93.1
, 01.9
' Dete
ct Lo
op
+87.2
, 35.9
' Tra
f Mh
+39.8
, 144
.3' S
ign
+49.7
, 61.7
' Sign
al Co
ntroll
er+5
0.2, 5
1.4' T
raf M
h
+53.8
, 55.9
' Stra
in Po
le
+30.8
, 40.8
' Tra
f Mh
+09.2
, 58.4
' Sign
+05.7
, 74.1
' Dete
ct Ho
using
+83.9
, 64.4
' Dete
ct Ho
using
+71.3
, 64.0
' Dete
ct Ho
using
+58.5
, 61.6
' Dete
ct Ho
using
+51.4
, 62.4
' Tra
f Mh
+52.5
, 70.2
' Stra
in Po
le
+33.1
, 118
.1' S
ign
+47.8
, 45.8
' Tra
f Mh
+31.8
, 52.0
' Guy
Wire
+75.5
, 04.3
' Dete
ct Ho
using
+78.8
, 05.5
' Sign
+68.9
, 02.2
' Dete
ct Ho
using
+63.4
, 02.8
' Dete
ct Lo
op
+78.4
, 02.3
' Dete
ct Lo
op
+94.4
, 02.6
' Dete
ct Lo
op
+10.0
, 02.6
' Dete
ct Lo
op
+59.8
, 58.1
' Guy
Wire
+58.8
, 58.0
' Guy
Wire
+09.7
, 67.4
' Dete
ct Ho
using
+21.5
, 72.2
' Dete
ct Ho
using
+71.8
, 39.7
' Guy
Wire
+55.2
, 46.3
' Tra
f Mh
+55.7
, 53.9
' Stra
in Po
le
+60.7
, 49.8
' Stra
in Po
le
+97.0
, 67.4
' Sign
+54.6
, 95.2
' Mon
itorin
g Well
+92.3
, 71.8
' Mon
itorin
g Well
+54.9
, 57.3
' Mon
itorin
g Well
+73.1
, 81.0
' Mon
itorin
g Well
+52.5
, 60.2
' Mon
itorin
g Well
+97.2
, 61.7
' Mon
itorin
g Well
+07.6
, 63.3
' Mon
itorin
g Well
+11.7
, 134
.6' M
onito
ring W
ell+1
4.0, 1
34.4'
Mon
itorin
g Well
+67.8
, 62.2
' Mon
itorin
g Well
+59.4
, 102
.0' M
onito
ring W
ell
+55.1
, 126
.4' M
onito
ring W
ell
+36.6
, 112
.3' M
onito
ring W
ell
+40.8
, 108
.9' M
onito
ring W
ell+4
0.0, 6
9.4' M
onito
ring W
ell+3
6.6, 7
0.8' M
onito
ring W
ell
+82.9
, 41.8
' Mon
itorin
g Well
+16.8
, 51.6
' Mon
itorin
g Well
+46.9
, 35.9
' Tra
ffic M
H+4
3.8, 3
6.2' S
treet
Light
+PL(+25.28)
55.00 Lt.
+PL(+25.37)
55.00 Lt.
+PL(+65.00)
45.00 Rt.
+PL(+65.24)
50.00 Lt.
+PL(+60.27)
55.00 Lt.
+95, 44' LT. STR. No. 403
EXIST. INLET IN PLACE
NO CHANGE REQ'D.
+04, 45' LT. STR. No. 406
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE
+57, 48' LT. STR. No. 408
EXIST. INLET IN PLACE
FURNISH CASTING TYPE A (FW)
& ADJUST CASTING TO GRADE
+92, 38' LT. STR. No. 409
EXIST. M.H. IN PLACE
ADJUST CASTING TO GRADE
+37, 61' LT. STR. No. 407
EXIST. INLET IN PLACE
ADJUST CASTING TO GRADE
TEM
P. R/W
R/W
+70.00
55.00' LT.
+70.00
60.00' LT.
+60.00
60.00' LT.
+60.00
55.00' LT.
TEMP. R/W FOR
DRIVE CONSTR.
9
0
.
3
°
'
8
9
.
5
°
'
9
0
.
2
°
'
9
0
.
0
°
'
00 20' 40'
42
+00.0
LINE "S-15"
LINE "S-15"
9.0'
8.0'
36.0'
11.0'
11.0'
14.0'
8.0'
6.0'
5.0'
5.0'
8.0'
5.3'
11.0'
EXIST.
11.0'
EXIST.
12.0'
EXIST.
34.0'
EXIST.
CONCRETE SIDEWALK
F
CONCRETE CENTER CURB TYPE "D"
23
SODDING (NURSERY)
26
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
CURB RAMP TYPE "XX"
XX
MEMEET EXISTING
36.0'
22.0'
11.0'
14.0'
11.0'
11.0'
11.0'
Exist.
Exist.
Exist.
Exist.
6.0'
6.0'
CONC. PAVEMENT REMOVAL
Exist.
Exist.
6.0'
6.0'
EQUATION:
P.I. STA. 21+00.00 "S-15"=
P.O.T. STA. 128+70.42 "PR-1"
P.O.T. STA. 89+18.23 "A"
LIN
E "A"
LIN
E "PR-1"
TBM-7
TBM-7
CHISELED "X" ON N. BOLT OF STRAIN
POLE IN S.E. COR. OF STELLHORN RD.
& MAPLECREST RD. INTERSECTION
STA. 21+56, 54' RT.
ELEV. = 809.65
5.0'
6.0'
6.0'
5.0'
6.0'
+ LT.
CLASS DR. REQ'D.
W=
L=
88
30.0
23.0'
III
+ RT.
CLASS DR. REQ'D.
W=
L=
79
40.0'
15.0'
III
+ RT.
CLASS DR. REQ'D.
W=
L=
49
37.0'
20.0'
III
+ RT.
50
41.5'
15.0'
CLASS MOD. DR. REQ'D.
W=
L=
III
+ RT.
CLASS DR. REQ'D.
W=
L=
20
30.0'
15.0'
III
C1
PCCP FOR APPROACH, 9"
SUBGRADE TREATMENT TYPE II
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
B
HMA FOR APPROACH ,
165 #/SY HMA SURFACE TYPE A ON
275 #/SY HMA INTERMEDIATE TYPE A ON
SUBGRADE TREATMENT TYPE III
+54.0
8.0'
Exist.
CONCRETE CURB
13
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
B1
HMA FOR APPROACH,
165 #/SY HMA SURFACE, TYPE A ON
VARIABLE DEPTH HMA INTERMEDIATE TYPE A
+ LT.
13
55.0'
13.0'
CLASS MOD. DR. REQ'D.
W=
L=
IV
ALL R/W DESCRIBED FROM LINE
"S-15" EXCEPT AS SHOWN
LINE "S-15" TO BE CONSTRUCTED
+32
+63
2.0'
2.0'
785
790
795
800
805
810
815
785
790
795
800
805
810
815
22+00
808.3
1 P.G
.
22+50
808.0
1 P.G
.
23+00
807.5
9 P.G
.
23+50
806.9
4 P.G
.
24+00
806.1
2 P.G
.
24+50
805.1
1 P.G
.
25+0080
4.08 P
.G.
25+50
802.9
8 P.G
.
26+00
801.7
8 P.G
.
26+50
800.4
6 P.G
.
27+00
799.4
7 P.G
.
OHE
OHE
OH
E
OH
E
OHE
OHE
12" C.I.W.M. 12" C.I.W.M.
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
22+
00
23+
00
24+
00
25+
00
26+
00
27+
00
28+
00
N86° 32' 01.86"E
N86° 32' 01.86"E
(Asphalt)
(Asphalt)
(Asphalt)
(Grass)
(Grass)(Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
(Concrete)
(Con
crete)
(Asphalt)
(Asphalt)
(Asphalt) (Mulch) Marathon Gas SignBusiness has moved Sign
(Concrete) (Concrete)
(Mulch)(Mulch) (Mulch) (Mulch) (Mulch)
(Mulch) (Mulch)(Mulch)
(Mulch)
(Asphalt)
(Asphalt)
(Asphalt)(Asphalt)
(Asphalt)
(Asphalt)(Asphalt)
Lee's Famous Recipe ChickenSign 6'x6' Conc. Base
Casa Grille SignAdvanced Auto Parts Sign
(Mulch)
Profed Sign
Pay Phone 50' R/W
TEMP. R/W FOR DRIVE CONSTR.
45' R/W
+70.00
55.00' LT.
+70.00
50.00' LT.
+PL(+70.00)
50.00 Lt.
+PL(+75.64)
50.00 Rt.
+PL(+50.00)
50.00 Rt.
+PL(+50.00)
45.00 Rt.
+53.1
, 33.5
' Bee
hive I
nlet
+66.3
, 41.9
' Inlet
+62.4
, 85.1
' Inlet
+26.3
, 65.9
' Bee
hive I
nlet
+24.9
, 89.5
' Bee
hive I
nlet
+23.8
, 34.7
' Wate
r Valv
e+2
4.2, 3
4.6' W
ater V
alve
+34.3
, 39.3
' Tele
Pole
+35.1
, 52.0
' Stre
et Lig
ht
+13.6
, 72.3
' Spr
inkler
Valv
e+1
4.7, 7
2.3' S
prink
ler V
alve
+44.1
, 37.4
' Tele
Ped
+78.1
, 38.1
' Tele
Ped
+83.3
, 39.7
' Tele
Pole
+76.4
, 37.2
' Wate
r Valv
e+7
6.8, 5
5.0' W
ater V
alve
+80.0
, 51.9
' Wate
r Valv
e
+16.0
, 39.7
' Pow
er P
ole
+48.9
, 73.9
' Stre
et Lig
ht
+56.2
, 38.8
' Pow
er P
ole
+89.9
, 38.3
' Fire
Hyd
rant
+66.2
, 39.9
' Fire
Hyd
rant
+63.1
, 39.4
' Wate
r Valv
e
+91.8
, 38.0
' Stor
m Mh
+87.8
, 39.8
' Pow
er P
ole
+14.9
, 60.9
' Bee
hive I
nlet
+17.8
, 44.2
' Tele
Ped
+59.3
, 64.8
' Stor
m Mh
+62.7
, 37.5
' Inlet
+71.1
, 34.3
' Bee
hive I
nlet
+99.8
, 41.5
' Tele
Ped
+26.2
, 39.7
' Tele
. Pole
+38.7
, 42.6
' Wate
r Valv
e
+68.7
, 41.8
' Stre
et Lig
ht+7
1.6, 4
0.8' P
ower
Pole
+46.4
, 53.7
' Stre
et Lig
ht
+52.7
, 39.6
' Pow
er P
ole
+15.9
, 76.7
' Stre
et Lig
ht
+88.6
, 38.3
' Pow
er P
ole
+02.4
, 37.8
' Pow
er P
ole
+57.3
, 38.2
' Pow
er P
ole
+89.3
, 49.3
' Pos
t+8
8.6, 5
7.1' P
ost
+57.8
, 34.6
' Pos
t
+04.5
, 52.6
' Pos
t
+42.7
, 43.9
' Dec
id Tr
ee
+93.5
, 48.5
' Pos
t
+53.5
, 31.4
' Inlet
+04.9
, 34.5
' Pos
t
+47.8
, 76.7
' Pos
t
+83.4
, 44.0
' Dec
id Tr
ee
+23.4
, 43.7
' Dec
id Tr
ee
+64.0
, 43.9
' Dec
id Tr
ee
+28.8
, 78.8
' Inlet
+50.5
, 60.1
' Inlet
+81.6
, 60.7
' Inlet
+38.0
, 84.0
' Dec
id Tr
ee
+87.4
, 80.0
' Fire
Hyd
rant
+01.0
, 73.8
' Dec
id Tr
ee
+26.8
, 71.6
' Dec
id Tr
ee
+71.5
, 71.2
' Dec
id Tr
ee
+57.2
, 59.8
' Sign
+94.5
, 36.1
' Tra
f Mh
+85.0
, 39.5
' Guy
Wire
+84.3
, 39.3
' Guy
Wire
+94.4
, 02.6
' Dete
ct Lo
op
+14.1
, 46.6
' Sign
+13.9
, 54.9
' Sign
+10.0
, 02.6
' Dete
ct Lo
op
+71.5
, 67.3
' Sign
+57.1
, 67.7
' Sign
+39.4
, 13.0
' Dete
ct Lo
op+3
9.0, 2
5.1' D
etect
Loop
+32.1
, 31.1
' Dete
ct Ho
using
+12.2
, 49.2
' Sign
+93.3
, 32.9
' Dete
ct Ho
using
+17.9
, 25.2
' Dete
ct Lo
op+1
7.4, 1
4.2' D
etect
Loop
+93.0
, 34.0
' Sign
+45.4
, 34.2
' Sign
+02.3
, 05.6
' Sign
+16.1
, 36.2
' Sign
+71.9
, 39.6
' Guy
Wire
+56.0
, 46.2
' Guy
Wire
+26.1
, 34.2
box
+53, 33' LT. STR. No. 412
EXIST. INLET IN PLACE
NO CHANGE REQ'D.
TEMP. R/W FOR DRIVE CONSTR.
+PL(+75.64)
45.00 Rt.
00 20' 40'
43
LINE "S-15"
LINE "S-15"
2.0'
22.0'
EXIST.
11.0'
EXIST.
14.0'
36.0'
11.0'
EXIST.
11.0'
EXIST.
11.0'
EXIST.
CONCRETE SIDEWALK
F
SODDING (NURSERY)
26
RHMA OVERLAY FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON
XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX ASPHALT SURFACE MILLING
CURB RAMP TYPE "XX"
XX
+40.9
8.0'
8.0'
5.0'
5.0'
6.0'
6.0'
6.0'
END CONSTRUCTION:
STA. 26+45.00 "S-15"
TBM-8
TBM-8
CHISELED "X" ON S.W. B.B. OF F.H. LOCATED
APPROX. 40' N. OF STELLHORN RD. CENTER LINE.
STA. 27+90, 38' LT.
ELEV. = 800.02
6.0'
+ LT.
CLASS DR. REQ'D.
W=
L=
50
29.5'
16.0'
III
B
HMA FOR APPROACH ,
165 #/SY HMA SURFACE TYPE A ON
275 #/SY HMA INTERMEDIATE TYPE A ON
SUBGRADE TREATMENT TYPE III
CONCRETE CURB AND GUTTER, MODIFIED (SEE DETAIL)15
EC
EXISTING, CONC. CURB AND GUTTER (TO REMAIN)
END CONSTRUCTION:
STA. 26+45.00 "S-15"
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR.
LIMITS
CONCRETE PAVEMENT REMOVAL
KFULL DEPTH HMA PAVEMENT FOR MAINLINE
165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON
275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON
XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON
SUBGRADE TREATMENT TYPE __
ALL R/W DESCRIBED FROM LINE
"S-15" EXCEPT AS SHOWN
LINE "S-15" TO BE CONSTRUCTED
SAW CUT, FULL DEPTH
10
+15
