HomeMy WebLinkAboutV28-02 St. Peter's United Church of Christ - Site Development Phase II & Details pg. .3ADIA.
T (MIN)
A=
C=
D=
E=
K=
R
1
R 2
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
1.3
10
1/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1 5
12
1/2"
1 1
1 100
18"
2 1/2"
1 1
4
6' -2"
3' -0"
1 8
15
1 /2"
12"
1300
1500
21"
2 3/4"
1 1
3' -6"
6' -3"
3' -6"
2.1
16
1/8"
13"
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
16
3/16"
14"
1800
27"
3 1/4"
1
2' -5"
6' -3"
4' -6"
2.6
18
3/16"
14
1/2"
2100
30"
3 1/2"
1 -2"
1
6' -3"
5' -0"
2.9
18
1/2"
15"
2400
4100
33"
3 3/4
1 -3
3' -6"
8' -3"
5' -6"
3.1
23
3/4"
17
1/2"
36"
4"
1
3
8' -3"
6' -0"
3.4
24
3/16"
20"
4200
TOLERENCE 1"
SECTI
CONC. PIPE
PIPE
CULVERT
6 "I ----I
PLAN VIEW
4:7 FILL SL6
r
COMPUTED LENGTH
OF CULVERT
PAY LENGTH
OF CULVERT
10
12 "CTOC
MAX. SPACING
2T
N A -A
OE ANCHOR
9
I END SECTION
LENGTH (D)
SLOPE DETAIL
GROOVED ON OUTLET
END TONGUE END ON
INLET END
GROOVE (OR TONGUE) TO
BE THE SAME AS ON STANDARD 6
REINFORCED CONCRETE PIPE A
ASTM DESIGNATION C -76 CLASS "A" CONCRETE
LONGITUDINAL SECTION
NOTE: METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
MAY BE USED WITH CONCRETE
PIPE PROVIDING THE METHOD
OF CONNECTION IS APPROVED
BE THE ENGINEER PRIOR TO
INSTALLATION OF PIPE.
(EXCEPT IN INDIANAPOLIS)
DIA.
CONCRETE
END SECTION
1 1/2"R. 1 1/2
SECTION Y
RIP -RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II AS SET OUT IN INDOT STANDARD SPECIFICATI
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING
TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE
INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE
TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER.
EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRLIL PIPE END SECTIONS. THE COST
THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION."
PRECAST CONCRETE END SECTION DETAIL
UMW
2'
827.90
827.52
827.55
(NO SCALE)
826.56
827.29
0
827.64
0
82 °F84 0.00 828_x::::
UINES
T.C. ELEV.
PAVEMENT
12" MIN
VAR. PIPE
SIZE
0 0 0 0 0 0 0 0 0
000000000
000000000
000000000
000000000
00000000❑
000000000
000000000
000000000
26' X 26'
D D
22" OR 24" SQ
INDOT TYPE A
PRECAST B IIN X ET
NEENAH R -3405 OR EQUAL
v•
9 p
r
#2 STONE
AR. PIPE
SIZE
18" MAX
PAVED AREA INLET
(NO SCALE)
827.96 827.74 827.47 827. 1.3 826.70
S 89 °55'00 W 261.03'
21.8
5" ORIFICE
ELEV. 817.87
T.C. 821.50
PRINCIPAL SPILLWAY
A
v- t
LOP
rte
N. N.
-1 1 1 1 1 1- 111- 111 -11 V11 I 111 -11 i -11 111 I J 11=
COMPACTED SUBGRADE
ASPHALT PAVING SECTION
826.25
(NO SCALE)
1"-H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
4 #53 STONE
4 #2 STONE
825.66 824.95
(NO SCALE)
EiCtR M M.
TC= 820.50
igIV= 815.23
EROSION CONTROL LEGEND:
PERMANENT SEEDING W /MULCH
-SF- SILT FENCE
EROSION CONTROL BLANKET
W `M
GRANULAR
BACKFILL
CURB DETAIL
825.56
26.03
82.1 1
825.64
8.5.23
25.55
828.38
825.80
825.82
115'OF2 "RCP O. OZ
(823.901
2.132
BASE AND BINDER COURSES ONLY FOR
PHASE TWO. SEAL= -COAT AND STRIPING
TO FOLLOW AFTER CHURCFI..ONSTRUCTION.
826.13
TC 822.: 0
IN =81 08
1823.501
1.002
52 SP ES (P ASE TW
/825.81
1824.701
825.32
824.69
1825.33
824.47
8
FUTURE
ADDITION
F.F. ELEV. 825.30
ErViiTif
1825.001
825.98
17.0'
825.
825.00
823.60
824.20
823.50
826.04
1823.601
826.09
825.87
25.72
824.33
824.18
824.17
824.05
823.4,5
823.39
824.29 824.39
825.10
824.60
824.00
823.50
824.50
24.80
824.30
x1823.751
822.52
822.59
1823.401
823.4
1823.401
823.19
1823.351
821.81
823.50
1823.601
823.60
iii
AWL.
823.17 822.9
823.a0
823.45
X1824
822.65
822.33
822.74
82 79
1823.541
823.50
824.0
21.0
822.73
824.20
823.60
824.00
824.00
fi I
=Moil
AdrAlliWSKIVAW
19.00
822.09
821.42
820.82
820.29
819.90
819.64
824.67
824.30
24.30 X
EX.
824.67
823.90
827.42
STORM M.H
TC =82 .-qt
INV=81 5.73
827.18
827.54
827.29
827.44
826.89
826.44
825.91
1824.001
1824.401
+825.54
825.13
1.82Z
824.78
824.10
823.60
822.85
•RM M.H
C= 8'3.40
INV ;20.1:
824.88
825.60
82 36
824.95
825.29
824.92
824.8
824.59
1824.801
x EX.
3.009'
824.36
O O O x P24.17 O O 824!01
825.03
+825.24
V4.80
824.27
1825.301
1825.001
1825.501
1824.361
EXISTING CHURCH
F.F. ELEV. 825.30
823.851
25.31
824.80
824.59
824.25
824.72
1825.101
824.16
KAYFJDICAF'
RAMP
824.6,
823.6
824.36
824.3
824.86
820.62
823.00
$25.0E824° 3
STORM M.H.
TC= 819.50,
INV=81 4 82
EX. SAN 9
TC =819. 48
822169
822.88
23.60
819
.88 P3=821 .23
I1V= 815.18
H; CAR)/I17L )IV11
1 821.91
2.40 f
p2.10
821.89
821
8
EX. 03
51.70
821.64R71 6q
821.38
821.25
SUITABLE BACKFILL
COMPACTED IN
4" LIFTS
(NO SCALE)
EXIST.
GROUND
820.40
825.22
824.70
4824:06
04 824.03
823.97
1 823.94
823.92
824.96
14.00
823.28
823.56
823.87
824.51
824.21
823.53``:;
823.74
823.05
823.40
819.59
819.99
824.46324.45
823.7
#322.89
824}
e 823.53
RIGHT -OF -WAY LINE
STORM SEWER LINE
SWALE
SANITARY SEWER LINE
o SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL
FLOW DIRECTION
892.67 SPOT ELEVATION
EXIST. CONTOURS
PROPOSED ELEVATION
0 STORM BEEHIVE INLET
o STORM INLET
T.C. TOP OF CASTING
INV. INVERT
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYLCHLORIDE SANITARY SEWER PIPE
M.H. MANHOLE
STR. STRUCTURE
D. U.E. DRAINAGE AND UTILITY EASEMENT
S.D. U.E. SANITARY, DRAINAGE, AND UTILITY EASEMENT
H.C. HANDICAP RAMP
M.E. MATCH EXISTING GRADE
Q CONCRETE END SECTION
824.5
(DATION)
824.80
824.76
824.28
0.23.501
cP
82.
819.42
819.64
DEMOLITION OF EX. ASPHALT
825 0
x
47
820.61
LEGEND
><824.85
4.6 0
I
824.44
824.40
824.26
24.
824.75
'23.8
824.38
23.42
8tci.300
(J)
K 0
0
(o
0
oi
K
rn
8 2 Ut
01
01
C
821.92
K 18f OF XX"
RP (4. 0.20%
39 EX. STORM M.H.
8.83
819_19
1 \g
REFER TO SHEET #2A FOR
DIFFERENT PHASE AREAS.
LOT 354
WOODLAND SPRING
SECTION 8
TC=819.14
819.36
818.62
818.95
LI LANDSCAPE TIMBER
0 TELEPHONE PEDESTAL
14?' TRANSFORMER BOX
•c.o. CLEAN OUT
AIR CONDITIONING UNIT
e UNDERGROUND ELECTRIC
G GAS LINE
x FENCE LINE
PROPOSED FLOWLINE
WATER VALVE
FIRE HYDRANT
LIGHT STANDARD
STORM SEWER
SANITARY SEWER
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
CMP
CORRUGATED METAL PIPE
SCALE: 1" 30'
"Holey Maley" says,
"DON'T DIG BLIND"
Coll Monday through Fridoy -7 AM to 6 PM
1 -800
382 -5544
Within Indiana
0
15
30
1 -800
428 -5200
Outside Indiana
PER INIDIANA 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.
60
APPROVAL PENDING
NOT FOR CONSTRUCTION
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ALLAN H. WEIHE P E. 8827
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PROJECT NO.
WOO -0829