HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 19C
D
OFFICE OF THE HAMILTON COHNTY SURVEYOR
4' -0"
7 :.E 111•14;
4' -0"
30"
4' -4"
36"
5' -0"
42"
5' -4"
48"
6' -0"
54"
6' -6"
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3405 -E,[R (..:P.:.! GRA'.' :RCi AS ?M A -02. CLASS 3x'
FINISH: N PA :b
EAST JORDAN
5250 EIGHT, FP:aklE :AM: GRATE 138'
s Or approver. by Hamilton County SL, ve,v on's Cf :me (DP.47TITG NOT TO SCALE'
HAMILTON COUNTY SURVEYOR'S OFFICE
PARKIN LOT INLET CASTING
REVISED: IIil6 /2004
S
APPROVED: 1
STANDARD PLAN
1
F. ENTOV c. RD, HAMILTON COUNTY SURVEYON DATE 1 CT-6
C
D
21"
4' -0"
24"
4' -0"
27"
4' —O"
30"
4' -4"
36"
5' -0"
42"
5' -4"
48"
6' -0"
54"
6' -6"
Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
(l 1772
2C
2C0
R- 1772 —C
R- 1772 —CVH
24 1/2
355
m
8°
SAND OR OTHER NON
COMPRESSIBLE FINE
LOW VOID MATERIAL.
NEMNINNIIMMINVSIINIIS
21 1/8
I /2° MORTAR
SLOPE 2° TO
CENTER
SIDE VIEW
23 1/4"
1" l i
23 7/8
32 1/2"
MATCH CASTING OPENING
MIN. 4" TOPSOIL
8°
1 1/2"
3 11
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 31 MIXTURE OF SAND
AND PORTLAND CEMENT,
8° PRECAST CONCRETE
23 1/4"
32 1/2°
R- 3501 —N NEENAH CURB INLET
FRAME, GRATE d& CURB BOX DETAIL
NOT —TO —SCALE
STRUCTURES 149, 150 ,164 167,173,174,183,192&193
TYPICAL SWALE DETAIL
NO SCALE
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT —TO —SCALE
3
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
M 4
8 ENDS OF BLANKETS TO BE
v TURNED DOWN AND BURIED
SWALE CHANNEL TO BE LINED WITH AN
S150 EROSION CONTROL BLANKET BY NORTH
AMERICAN GREEN OR APPROVED EQUAL.
MATCH CASTING OPENING
TOP VIEW
8•
Catalog No.
C.I. MANHOLE FRAME COVER
SET ON KENT SEAL OR EQUAL
FINISH GRADE
DEPTH AS SHOWN ON F
LA
CAST ALUM. OR FIBERGLASS
MANHOLE STEPS SET AT
16" O.C. STAGGERED.
0.30'
USE KENT SEAL OR EQUAL
BETWEEN RISER RINGS (TYP.)
ADJUST TO GRADE W/ FILLER
RINGS AS REQUIRED (MAX. 12
ITIso-
I II =1 I I =1 I I 111-
1 =1
TI I I —I I III —I 1 l=
.11=111=-' 8"
Heavy Duty
1. MACHINED OR NON ROCKING
BEARING SURFACES.
GRANULAR LEVELING MATERIAL
REQUIRED FOR PRECAST BASE
MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
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.
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 "B
BASE SHALL BE PRECAST
WITH #4 BARS AT
12" O.C. EACH WAY
PRECAST REINFORCED CONC. MANHOLE
FOR STORM SEWER
NOT —TO —SCALE
STORM MANHOLE DETAIL R- 1772 -C
NOT —TO —SCALE
STRUCTURE 108
STRUCTUR
=111 ir
111 =111 =111= 111 =111= 111 =11 I —t
ICI— I C ICI ;T CI
ICI
=1 I I I I I I I 1 1 11 ==1 I I I— 1 I III =1 I I ,III ICI II I I h 1
III I I I
I
1II
IE III I
1 1 /4"
2 1/2"
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
I 24" MAX., THEN 16"
ON— CENTER.
R -3277
Curb Inlet Frame, Grate and Curb Box
Heavy Duty
Total Weight 490 Pounds
•T••••
rEtz
lk 1
wirr...111 111.10
20"
22"
r
L
24"
CURB BOX ADJUSTABLE
4" TO 10"
2" R.
17"
23" .j
IS 101,102,105,107,111,112,140-143,145-148,151,152,162,163,
169,170,172,176 180- 182184,185,194 197,199&2.00
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT TO —SCALE
PIPE
CATCH BASIN
SUMP IN ALL
YARD INLETS
AND AS NOTED
12"
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