HomeMy WebLinkAboutC601 - SITE & STORM DETAILSProject Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
19012L
C601
GASKET DETAIL
4"-12"
1/2"
RING OR FLANGE OF CASTING.
PRECAST CONCRETE ADJ.
PLAN VIEW
27 3/4"
GASKET MATERIAL TYP.
BASE EXTRUDABLE PREFORMED
NOMINAL 1/2" BUYTL RUBBER
IN EACH KEYWAY-SEE DETAIL
PREFORMED GASKET MATERIAL
PLACE 1/2" DIA. EXTRUDABLE
SECTION "A-A"
24" I.D.
A A
34" O.D.
1"
63°
34"O.D 24"I.D.
PRECAST CONCRETE ADJUSTING RING
SCALE: NONESCALE: NONE
SOLID LID CASTING SETTING DETAIL
WITHIN ASPHALT AREAS
CONCRETE COLLAR
12" min.
NEENAH FOUNDRY CO.
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOLID LID
NEENAH WIS.
E
C
SECTION "A-A"
A
BD RIM ELEVATION
6" min.
2" min.
YARD SETTINGASPHALT SETTING
CONCRETE COLLAR
MANHOLEA, A-M, B*, E*, J*
MANHOLEBOX INLET
* - 4" FLATTOP REQUIRED
22.75Ø
STRUCTURES
E"C"D"B"A"DESCRIPTION
FRONT
SOLID LID 36ØR-1772-A 21Ø25Ø
CASTING
7D
PAVEMENT REPAIR DETAIL
PIPE DIAMETER
SCALE: NONE
EX. PVMT.
THEN BREAK OUT
1/3 THICKNESS
SAW CUT
EX. PVMT.
D
LIMITS OF PATCH
THEN BREAK OUT
1/3 THICKNESS
SAW CUT
MIN. 2"
BITUMINUS
SURFACE
COMPACTED # 53
AGGREGATE 6"
LIFTS MAX.
6"MIN.
12"MAX
7" MIN.
CONCRETE
6"MIN.
12"MAX
PLUS 14" MIN.
PIPE BEDDING
PER WATERLINE
DETAILS24" MAX.> THAN 45°-90°
STRAIGHT THRU
> THAN 45°-90°
UP TO 60°
> THAN 45°-90°
UP TO 45°
UP TO 45°
48"
54"-66"
33"-36"
24"-33'
42"-48"
42"
48"
60"
60"
96"
96"
84"
84"
72"
PIPE TURNS
PIPES ENTERING/LEAVING AT
24"DIA.
MANHOLE DIAMETER
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
0°-45° BEND
PIPE SIZE
33"-36"
27"-30"
24"
8"-21"
PIPE SIZE
MIN.
3"
5" MIN.
ASPHALTIC MASTIC
O-RING GASKET
SEAL AT JOINTS
OR BUTYL RUBBER
SEAL AT JOINTS
REBAR OR WIRE MESH
MANHOLE DIA.
60"
72"
60"
45°-90° BEND
48"
60"
60"
48"
48"
MANHOLE DIAMETERS
6" OF #2 OR #8 STONE
EQUIVLENT.
6"
PRECAST CONCRETE
REDUCER CAP AS REQUIRED
TO ASTM. C-478
MANHOLE CONFORMS
BENCHWALLS AT
AREA 0.12 SQ. IN./FT. OF
WIDTH IN BOTH DIRECTIONS.
REINFORCING MIN. STEEL
MIN. 1/2" PER FT. SLOPE
SIZE
PIPE
SEE TABLE
MAXIMUM
16"O.C.
NOTE:
ASPHALTIC MASTIC
OR BUTYL RUBBER
RIM ELEVATION
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
PRECAST CONCRETE ADJUSTING
PER STRUCTURE DATA TABLE
FRAME & COVER
SECTIONS
STANDARD STORM SEWER MANHOLE
21
5
6
DETECTABLE WARNING
WITH SPECIFICATIONS
TAPE IN ACCORDANCE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
3
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONSFINALBACKFILL(Bc/6)*
HAUNCHING
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
L
Bc
MIN. 1.25 Bc+12"
d
LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
12"
MIN 6" TOPSOIL
2.A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
INSTALLED IN 6" BALANCED LIFTS.
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
NOTES:
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
12" & 15" 4"
D d MIN.
MATERIAL BELOW PIPE
18" TO 60" Bc/4
DEPTH OF BEDDING
SCALE: NONE
*3.HAUNCHING FOR HORIZONTAL ELLIPTICAL PIPE SHALL BE
0.7Bc.
4
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
12"
MIN 6" TOPSOIL
MIN.
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
LEGEND
6" BEDDING
MIN. 1.25 Bc+12"
Bc
L
SIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
12"INITIALBACKFILLHAUNCHING
(Bc/2)BACKFILLFINALSCALE: NONE
PVC AND HDPE TRENCH DETAIL
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
MATERIAL COMPACTED
INTO PLACE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
NOTES:
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
(EXCEPT 6" BELOW SUBGRADE
UNDER PAVEMENT)
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
2.
3.FOR R/W CROSSINGS USE FLOWABLE CONCRETE BACKFILL
AS REQUIRED BY REGULATORY AGENCIES.
SCALE: NONE
SUBSURFACE DRAIN DETAIL
PAVEMENT
STONE BASE
EARTH BACKFILL
6"FILTER FABRIC48" Max.DUAL WALL HDPE OR
6" DIA. PERFORATED
COMPACTED #8 STONE
6 "6"18" Min.18" Min.6"6 "
#8 WASHED GRAVEL
6" DIAM. PERFORATED
DUAL WALL HDPE OR48" Max.6"YARD AREASPAVEMENT AREAS
SWALES AS INDICATED ON
(MIRAFI 180N)
PLANS
APPROVED EQUAL.APPROVED EQUALTOPSOIL
SITE &
STORM DETAILS
7