HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 32F 1: 1. 1 2 1 H L H A M 1 L. N '1' J i. I i V 1 ON
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FFEIME J E oF T'H J REN:,. MAT: —,,6;; r
h:�S L� 1`IO
Size
L
TI r OF -N:,
C
4- 4 TER of PI i
TE:tt:
TOP C7 E.,.:
IiEVI: AN
Al 2 —_0,
:P1 :I F
DEIJ PL_
D Y
e'�
I I :I,TC)N COUNTY SURVEYOR S OF C
1/16
STANDA ?LAY:
,„77
t:}:itilt..i RD IL,...4i..._ 1... +T7 U..' :`r: DATE
F 1: 1. 1 2 1 H L H A M 1 L. N '1' J i. I i V 1 ON
N
SILT BASI
G or T
r'r_,,,, r__,,,' L(;E
A
4 4'
Apron
N
A I1. PLAN
A1,IL:_ .1,:LN
No. of H -bar
:o
R -1
Size
L
PHt')r11 EJi
Dim.
IILTON COUNTY COT:1 stip,
E T J R'- OFFICE
Inches
IiEVI: AN
Inches
1/2
-'7
E -."t J A-•v vo
DEIJ PL_
D Y
e'�
iiE` I o. i4AR ,!a::_ _'v CG C 2UF. �E.Y: L`r.�
OFFICE OF THE HAMILTON COUNTY SURVEYOR
D 1 B R I ,Ss GUARD
G or T
SIDE PROFILE
s.T.
Wx.
A
B
Apron
V -bar
No. of H -bar
Bolt
R -1
R -2
Size
Size
II-bars Size
Dia.
Dim.
Inches
Inches
Req'd Inches
3 5/8
Inches
1/2
Inches
5
13
10
1/16
1/2
3
r
j
15
5/6
4 I 3/4
1/2
7
0
5/6
4 3/4
1/2
7 1/2
12
3/4
4 1
1/2
10 1/2
esue
L
2 1/2
3/4
4 1
3/4
11
b
73
3/4
4 1 2pipe
4 1 /2pipe
3/4
3/4
12
12
12
3/4
4
o
0
3/4
5 1i zpipe
3/4
14
35
3/4 5 11/2pipe
3/4
14
22
3/4 6 1
3/4
15
TOP VIE 11'
VIEW
4
24
3
2 1/2
1/2 1 3
578
1/2 4
30
73 1/2
1/2 3
5/8
1/2 4 1/2
11/16
14
1/2 4
5/8
1/2 4 1/2
3 1/4
IN
1/2 4
5/8
1/2 5
Mt TO OP. I TWY
eouE Ce concu+e
e BOLT PLATES Ili, 'WSW'
54
28
5/8 4
3/4
1/2 5
4
1/2
5
5/8 4
3/4
1/2 5 1;2
2190
12
54
5/8
3/4
1/2 15 1/-21
31
18
5/16
15
3/4 4
3/4 I 8
3150
13 1/358
1 /2
`s
3/4
42
3/4 4
1
3/4 8
17 1/2
AIINNIIMI
1/2
48
3/4
5
1
3/4 8
--11.1
34 3/497
3/4
54
3/4
5
11/2pipe
3/4 8
L C _INN=
1/2
42
60
3/4
5
1' /2pipe
3/4 8
_1111
-M1
'4.
98
78
66
3/4
6
1! /2Pipe
3/4 8
1/2
3/4
48
72
3/4
5
f1/2-pipe
3/4 9
26
98
84
3/4
7
1 /2pipe
3/4 10
54
5 1/2
90
3/4
7
11/2pipe
3/4 14
100
NOTES:
1 BARS PLATES ARE HOT- ROLLED STEEL.
2. BARS, PLATES, 6 PIPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVINIZFD
4. NO REBAR THROUGH PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
32
REVISEL' 1 JAN 2000
24
APPROVED s'V' 4414,
STANDARD PLAN
D
KEN C. A' 4, HAMILTON COUNTY SURVEYOR DATE
DIA.
WALL
G or T
WT. SEC
A
B
C
D
E
DIA. +1
R -1
R -2
SKIRT
12
2
1 1/2
530
4
24
48 1/872
7/8
24
13
10
1/16
9
3
1/2
15
2 1/4
2
740
6
27
46
73
30
16
12
1/2
11
3
1/2
18
2 1/2
2 1/2
990
9
27
46
73
36
19
15
1/2
12
4
21
2 3/4
2 1/4
1280
9
35
38
73
42
22
16
1/8
13
4
24
3
2 1/2
1520
9 1/2
43 1/2
30
73 1/2
48
25
16
11/16
14
4
1/2
27
3 1/4
2 1/2
1930
10 1/2
48
25 1/273
1 /2
54
28
17
3/4
14 1/2
4
1/2
5
30
3 1/2
3
2190
12
54
19 3/473
3/4
60
31
18
5/16
15
33
3 3/4
3 3/8
3150
13 1/358
1 /2
39 1/497
3/4
66
34
23
3/4
17 1/2
5
1/2
36
4
3 1/2
4100
15
63
34 3/497
3/4
72
37
24
1/16
20
5
1/2
42
4 1/2
3 3/4
5380
21
63
35
98
78
43
27
1/4
22
5
5
1/2
3/4
48
5
4 1/4
6550
24
72
26
98
84
49
28
1/8
22
54
5 1/2
4 3/4
8040
27
65
35
100
90
55
32
7/8
24
6
1/4
60
6
5
8750
30
60
39
99
96
61
36
3/4
24
6
3/4
66
6 1/2
5 1/2
10630
24
78
21
99
102
67
35
11/16
24
7
1/4
72
7
6
12520
34
78
21
99
108
73
38
5/8
24
7
3/4
78
7 1/2
6 1/2
14430
24
78
21
99
114
79
41
15/16
24
8
1/2
84
8
7
16350
24
78
21
99
120
85
44
13/16
24
9
Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
MiLliffilinnummimuoiewi
LIMIlitiMPINELIMIIIIIINININIKIN
R- 1772 -C
-0"
emommiemo
4'
-0"
R- 1772 -CVHng
C
ANCHOR
FOR CONCRETE END SECTIONS
D
21"
4'
-0"
24"
4'
-0"
27"
4'
-0"
30"
4'
-4"
36"
5'
-0"
42"
5'
-4"
48"
6'
-0"
54"
6'
-6"
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE
r,
1
I
TOP VIEW
rf
STEEL ALL THREAD
LONG
2" MiN. DIAMETER
2
r
/i u: d
p"� r I'
STEEL
NUTS
WASHERS
I
END PROFILE
i
1
i
li it
ALL THREAD
BOLT N GOOI{S
V
X
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER F00'1'
EX 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
IIA,\IILTON COUNTY SURVEYOR'S OFFICE
REVISED 1 JAN 2000
APPROVED 4J4N oc
STANDARD PLAN
0 5
KENT C. WARD, AMILTON COUNTY SURVEYOR DATE
SAND OR OTHER NON
COMPRESSIBLE FINE
LOW VOID MATERIAL.
1/2° MORTAR
8'
CONCRETE
BASE
SLOPE 2° TO
CENTER
23 1/4"
1 1/4"
-1"
IIII.IGiOilil
s
23 7
32 1/2
14"
23 1/4"
1 3 3/4"
a i
I
32 1/2"
z
MATCH CASTING OPENING
SIDE VIEW
MIN. 4" TOPSOIL
4,
4 A
0 0
0
0 00°
O 0 o°o
90 0,0
O O
0 00
0 0°
0
0 0 0
R- 3501 —N NEENAH CURB INLET
FRAME, GRATE lc CURB BOX DETAIL
NOT -TO -SCALE
I 24"
1 1/2"
CAP
8"x6 "x6"
TEE
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 3:1 MIXTURE OF SAND
AND PORTLAND CEMENT.
8' PRECAST CONCRETE
4,
6 o
o
°o
0 0 00
;1 o O oo 0
°o
S.S.D. SWALE DETAIL
NOT —TO —SCALE
NOT -TO -SCALE
NO SCALE
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT- TO -SCALE
v
STEEL FENCE POST
f (for temporary protection)
SET FLUSH W /FINISH
GRADE
6" S.S.D.
2' MAX.
0
EAST JORDAN CASTING
1570 OR EQUAL
TYPICAL SWALE DETAIL
DIRECTION OF FLOW
SUBSURFACE DRAIN (SSD) RISER DETAIL
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
MATCH CASTING OPENING
8'
STONE BACKFILL
TOP VIEW
6" MIN. TOPSOIL
y
4, v
Y Y
ENDS OF BLANKETS TO BE
TURNED 00944 AND BURIED
SWALE CHANNEL TO BE LINED WITH AN
S150 EROSION CONTROL BLANKET BY NORTH
AMERICAN GREEN OR APPROVED EQUAL.
#4 RE -BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS /ANIMAL GUARD.
STAINLESS STEE
ALL THREAD
1' LONG
Catalog No.
1'
SIDE PROFILE
C.1. MANHOLE FRAME COVER
SET ON KENT SEAL OR EQUAL
FINISH GRADE
DEPTH AS SHOWN ON F
T
Heavy Duty
1. MACHINED OR NON- ROCKING
BEARING SURFACES.
41-
ICI I I 1�
2'
END SECTION
W /DEBRIS /ANIMAL GUARD
(NO SCALE)
r
LA
CAST ALUM. OR FIBERGLASS
MANHOLE STEPS SET AT
16" O.C. STAGGERED.
0.30'
I- 111 -11 I 1
I� IIII
11—
11 1111,
GRANULAR LEVELING MATERIAL
REQUIRED FOR PRECAST BASE
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT —TO —SCALE
MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 —C
NOT —TO —SCALE
ALLTHREAD SPACING TO BE 'ONE FOOT"
EX, 12' END SECTION 2 ALLTHREAD
24' END SECTI ❑N 4 ALLTHREAD
USE KENT SEAL OR EQUAL
BETWEEN RISER RINGS (TYP.)
ADJUST TO GRADE W/ FILLER
RINGS AS REQUIRED (MAX. 12
X WIDTH OF END SECTI ❑N
END PROFILE
CONCRETE END SEC11 ON ANCHOR
NOT- TO -SCALE
PRECAST REINFORCED CONC.
MANHOLE CONE MEETING
ASTM STANDARD C -478
MANHOLE SECTION JOINTS
SHALL HAVE "0" RING GASKETS
ALL LIFT HOLES ARE
TO BE GROUTED SHUT.
CONCRETE BENCH WALL
(CLASS "8
BASE SHALL BE PRECAST
WITH #4 BARS AT
12" 0.C. EACH WAY
STAINLESS STEEL
ALL THREAD
BOLT HOOKS
1' LONG
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16"
ON- CENTER.
STAINLESS
STEEL
NUTS
WASHERS
TOP VIEW
AL SSD I AT A TO INDI 'ADUAL LOTS ALONG STREETS
STR. #70
DIA
WALL
C
0.0669'
(GROOVE- OUTLET END)
:TONGUE -INLET END)
SECTION A -A
SSD
MAIN
A
DIA. +1
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE END
SECTION DETAIL
10' -0"
DIA.
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
1 HEN 24" MAX., THEN 16"
ON— CENTER.
0
C) 0
010
go.
0
p KD
PROPOSED GRADE
SSD
MIN. SLOPE 0,30%
SKIRT
6 -8" FLIP —RAP
HALAL LAID
Q
3'—o" i..-
RIP —RAP DETAIL
NOT -TO -SCALE
D
(Da al 5 0
�Q
EASEMENT
LINE
NOT —TO —SCALE
1/32 TAPER PER
INCH PER SIDE.
HORIZONTAL FLARE
WALL
1
VERTICAL FLARE
SECTI ❑N B —B
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT -TO -SCALE
5 -0"
CL
CO
SSD
PIPE
CATCH BASIN
SUMP IN ALL
YARD INLETS
AND AS NOTED
CAP TAPE
12"
NOTE:
TEMPORARY EXTENSION
TO ABOVE GROUND TO BE
REMOVED UPON
CONNECTION TO HOUSE
TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
m
0
N
0
0
N
GO
m
6 Q
U
0
z
0
z
SHEET NO.
C801
m
z
z
JOB NO.
43405S5
CONSULTING ENGINEERS LAND SURVEYORS
VARIES-SEE PLAN
MATCH CASTING OPENING
INDIANAPOLIS
REVISIONS