HomeMy WebLinkAboutV28-02 St. Peter's United Church of Christ - Site Development Phase I & Details pg. 310" DIA.
(TYP)
HANDICAP PARKING
SYMBOL DETAIL
ALL STRIPES TO BE 4"
PAINTED WHITE OR
YELLOW.
(NO SCALE)
NOTE: ALL PAINT TO BE NON -SKID
SURFACE APPLICATION OF
CILICA SAND DR GLASS BEA]
BY METHOD OF MIXTURE AND
DR BROADCASTING.
PROPOSED ADA SIGNS
ON 3' DIAMETER POS
(SEE SIGN DETAILS)
"Holey Moley" says, -4-V-
"DON'T DIG BLIND"
Call Monday through Friday -7 AM to 6 PIA
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
26.03
82792
825.11
825.56
826.20
12" MIN
827.55
827.90
827.52
000000000
000000000
==0000000
000000000
000000000
000000000
000000000
❑00000000
000000000
26' X 26'
PAVED AREA INLET
826.56
827.43
VL /.LJ�
0
827.646
0
NAH R -3405 OR EQUAL
#2 STONE
(NO SCALE)
825.62
827.43
825.55
827.62
1824.501
D"00
X6.32
827.18
ASPHALT PAVING SECTION
825.80
827.54
825.78
825.00
824. Y°
1824.151
115' OF 21
1825.201
824.21
826.00
825.50
827.29
827.44
826.04
826.53
821.00I
823.50
825.00
826.89
826.13
826.04
.26.07
1"-H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
4 #53 STONE
4 #2 STONE
(NO SCALE)
826.44
828.04 827,96 827.74 827.4-7 827.13 826.70
S 89'55'00'= W 261.03'
826.11
28.38
826.91
1823.701
PA1E
1.60 o
825.81
826.20
825.91
826.25
827.38 e9k? 820,38 8289 825 =2a
BASE AND BINDER COURSES ONLY FOR
PHASE ONE. SEAL COAT AND STRIPING
TO FOLLOW AFTER CHURCH CONSTRUCTION.
825.65
825.87
a 182
8'24. 0
825.66
825.63
825.32
EROSION CONTROL LEGEND:
0 5.171 824 L.1J
824.4 1 8/4.57
48124164-
824.45
PERMANENT SEEDING W /MULCH
SILT FENCE
EROSION CONTROL BLANKET
824.93
,82.64
824.07
823.72
TC
82 N
RCP 0.502.5
A zl 823.18 I8 3.0
823.58 822.88
826;;14
826.09
824.33
823.98
825.47
823.42
824.71
822.74
EX. ST INLEi22.11
82 1.97
INV= 810.x
P REMOVE
822.7
823.39
823.16
823.17 22.95
+825.54
::825.02
823.39
825.13
824.50
22.49
822.73
822.85
LI 822.63
3:
823 '78
822.60
822.25
824.88
6324.80
23.89 825.28
3./s42451? 825.33
823.41 23
824.95
825.29
822.90
822.94
821.68
;:$2488:_::::
825.60
1825.361
824.92
824.84
824.59
824.38
823.05- 822.12
824,8*
821.75
821.32
821.91
0
892.67
0
825.03
+825.24
X25.30
824.80
824.65
824.27
824.17
823.85
T.C.
INV.
RCP
PVC
M.H.
STR.
U.E.
U.E.
H.C.
M.E.
824.67
821.42
821.24
820.93
821.38
821.25
LEGEND
RIGHT -OF -WAY LINE
STORM SEWER LINE
SWALE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL
FLOW DIRECTION
SPOT ELEVATION
EXIST. CONTOURS
PROPOSED ELEVATION
STORM BEEHIVE INLET
STORM INLET
TOP OF CASTING
INVERT
REINFORCED CONCRETE PIPE
POLYVINYLCHLORIDE SANITARY SEWER PIPE
MANHOLE
STRUCTURE
DRAINAGE AND UTIUTY EASEMENT
SANITARY, DRAINAGE, AND UTILITY EASEMENT
HANDICAP RAMP
MATCH EXISTING GRADE
CONCRETE END SECTION
824.8
824.59
824.25
825.13
824.64
824.10
824.72
824.01
R 41DIC AP
P:AMP
824
EXISTING CHURCH
F.F. ELEV. 825.30
22.91
825.22
824.70
823.97
823.94
RIESZIE
821.27 S 89' 500}' W 827(0,00 819.53
820.82 820.29
824.96
824.86
REFER TO SHEET #2A FOR
DIFFERENT PHASE AREAS.
823.74
823.28
823.56
823.87
819.90
819.59
819.99
LANDSCAPE TIMBER
•c.o. CLEAN OUT
AIR CONDITIONING UNIT
UNDERGROUND ELECTRIC
GAS LINE
FENCE LINE
PROPOSED FLOWLINE
WATER VALVE
FIRE HYDRANT
TELEPHONE PEDESTAL
TRANSFORMER BOX
LIGHT STANDARD
STORM SEWER
SANITARY SEWER
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
CORRUGATED METAL PIPE
824.46824.45
EX. SAN; >i 9
TC� =x819.48
824.76
824.41
824.59
824.21 82 .28
823.5
82e. f Q A
822.13 823.05
822.88
819.34
819.64 819.48 Iv
819.42
819:80
821.47
82540
34
nn .34 824.75
1 4
23.
81901
824.85
824.44
824.40
824.26
824.38
-823.42
819.64 819.19
LOT 354
WOODLAND SPRING
SECTION 8
TC= 819.14
NV- 814.79
819.36
819.00
818.97
818.62
818.95
818:86
APPROVAL PENDING
NOT FOR CONSTRUCTION
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
v
Z
SHEET NO.
ALLAN H. WEIHE P.E. 8827
PROJECT NO.
W
7 o
W en
W I
o
U S G" o
00
W
O Z q)
0 p s O
3
WOO -0829
6
6
10'
5' MIN
10'
10" DIA.
(TYP)
HANDICAP PARKING
SYMBOL DETAIL
ALL STRIPES TO BE 4"
PAINTED WHITE OR
YELLOW.
(NO SCALE)
NOTE: ALL PAINT TO BE NON -SKID
SURFACE APPLICATION OF
CILICA SAND DR GLASS BEA]
BY METHOD OF MIXTURE AND
DR BROADCASTING.
PROPOSED ADA SIGNS
ON 3' DIAMETER POS
(SEE SIGN DETAILS)
"Holey Moley" says, -4-V-
"DON'T DIG BLIND"
Call Monday through Friday -7 AM to 6 PIA
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
26.03
82792
825.11
825.56
826.20
12" MIN
827.55
827.90
827.52
000000000
000000000
==0000000
000000000
000000000
000000000
000000000
❑00000000
000000000
26' X 26'
PAVED AREA INLET
826.56
827.43
VL /.LJ�
0
827.646
0
NAH R -3405 OR EQUAL
#2 STONE
(NO SCALE)
825.62
827.43
825.55
827.62
1824.501
D"00
X6.32
827.18
ASPHALT PAVING SECTION
825.80
827.54
825.78
825.00
824. Y°
1824.151
115' OF 21
1825.201
824.21
826.00
825.50
827.29
827.44
826.04
826.53
821.00I
823.50
825.00
826.89
826.13
826.04
.26.07
1"-H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
4 #53 STONE
4 #2 STONE
(NO SCALE)
826.44
828.04 827,96 827.74 827.4-7 827.13 826.70
S 89'55'00'= W 261.03'
826.11
28.38
826.91
1823.701
PA1E
1.60 o
825.81
826.20
825.91
826.25
827.38 e9k? 820,38 8289 825 =2a
BASE AND BINDER COURSES ONLY FOR
PHASE ONE. SEAL COAT AND STRIPING
TO FOLLOW AFTER CHURCH CONSTRUCTION.
825.65
825.87
a 182
8'24. 0
825.66
825.63
825.32
EROSION CONTROL LEGEND:
0 5.171 824 L.1J
824.4 1 8/4.57
48124164-
824.45
PERMANENT SEEDING W /MULCH
SILT FENCE
EROSION CONTROL BLANKET
824.93
,82.64
824.07
823.72
TC
82 N
RCP 0.502.5
A zl 823.18 I8 3.0
823.58 822.88
826;;14
826.09
824.33
823.98
825.47
823.42
824.71
822.74
EX. ST INLEi22.11
82 1.97
INV= 810.x
P REMOVE
822.7
823.39
823.16
823.17 22.95
+825.54
::825.02
823.39
825.13
824.50
22.49
822.73
822.85
LI 822.63
3:
823 '78
822.60
822.25
824.88
6324.80
23.89 825.28
3./s42451? 825.33
823.41 23
824.95
825.29
822.90
822.94
821.68
;:$2488:_::::
825.60
1825.361
824.92
824.84
824.59
824.38
823.05- 822.12
824,8*
821.75
821.32
821.91
0
892.67
0
825.03
+825.24
X25.30
824.80
824.65
824.27
824.17
823.85
T.C.
INV.
RCP
PVC
M.H.
STR.
U.E.
U.E.
H.C.
M.E.
824.67
821.42
821.24
820.93
821.38
821.25
LEGEND
RIGHT -OF -WAY LINE
STORM SEWER LINE
SWALE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL
FLOW DIRECTION
SPOT ELEVATION
EXIST. CONTOURS
PROPOSED ELEVATION
STORM BEEHIVE INLET
STORM INLET
TOP OF CASTING
INVERT
REINFORCED CONCRETE PIPE
POLYVINYLCHLORIDE SANITARY SEWER PIPE
MANHOLE
STRUCTURE
DRAINAGE AND UTIUTY EASEMENT
SANITARY, DRAINAGE, AND UTILITY EASEMENT
HANDICAP RAMP
MATCH EXISTING GRADE
CONCRETE END SECTION
824.8
824.59
824.25
825.13
824.64
824.10
824.72
824.01
R 41DIC AP
P:AMP
824
EXISTING CHURCH
F.F. ELEV. 825.30
22.91
825.22
824.70
823.97
823.94
RIESZIE
821.27 S 89' 500}' W 827(0,00 819.53
820.82 820.29
824.96
824.86
REFER TO SHEET #2A FOR
DIFFERENT PHASE AREAS.
823.74
823.28
823.56
823.87
819.90
819.59
819.99
LANDSCAPE TIMBER
•c.o. CLEAN OUT
AIR CONDITIONING UNIT
UNDERGROUND ELECTRIC
GAS LINE
FENCE LINE
PROPOSED FLOWLINE
WATER VALVE
FIRE HYDRANT
TELEPHONE PEDESTAL
TRANSFORMER BOX
LIGHT STANDARD
STORM SEWER
SANITARY SEWER
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
CORRUGATED METAL PIPE
824.46824.45
EX. SAN; >i 9
TC� =x819.48
824.76
824.41
824.59
824.21 82 .28
823.5
82e. f Q A
822.13 823.05
822.88
819.34
819.64 819.48 Iv
819.42
819:80
821.47
82540
34
nn .34 824.75
1 4
23.
81901
824.85
824.44
824.40
824.26
824.38
-823.42
819.64 819.19
LOT 354
WOODLAND SPRING
SECTION 8
TC= 819.14
NV- 814.79
819.36
819.00
818.97
818.62
818.95
818:86
APPROVAL PENDING
NOT FOR CONSTRUCTION
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
v
Z
SHEET NO.
ALLAN H. WEIHE P.E. 8827
PROJECT NO.
W
7 o
W en
W I
o
U S G" o
00
W
O Z q)
0 p s O
3
WOO -0829