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
18094
Rev. #Revision
Description
Issue
Date
CONFORMEDSETC601
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: NONE
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
DETAILS
2
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
PAVEMENT
STONE BASE
48" Max.DUAL WALL HDPE OR
6" DIA. PERFORATED
COMPACTED #8 STONE
6 "6" 18" Min.PAVEMENT AREAS
APPROVED EQUAL.
SITE &
STORM SEWER
DETAILS
7
1 ADDENDUM # 3 12/20/2019
NOTE: FOR CURB DETAILS, SEE
L-SERIES (LANDSCAPE DETAILS)
PAVEMENT SUBSURFACE DRAIN DETAIL
6" OF #2 OR #8 STONE
BOX INLET DETAIL
SCALE: NONE
BOX INLET SCHEDULE
MAX PIPEA B INLET TYPE
TYPE A
TYPE AM
TYPE B
*
*
TYPE E,F
TYPE J,M
*
*
TYPE S,T
30" 46"
24" 24"
22" 22"
30" 30"
24" 36"
15" 61"
* -PRECAST ADJUSTING SECTIONS AVAILABLE
6"6" 6" A BOUTLETPIPE6"11" 8"3"A
DIA. 0" 36"
18" 27"
21" 21"
15" 15"
18" 18"
21" 21"6" MIN.6" MIN.4.0' MAX.RIM ELEVATION
SSD
SEE STORM STRUCTURE
DATA TABLE FOR CASTING
8
3 ASI 001 02/14/2020
7 ASI 009 04/16/2020
8Note:
Where the project specific plans and details differ from
the city standard detail below, proceed with project
specific requirements. (concrete curb and gutter type II,
no underdrain is required, refer to plan for sidewalk
widths and locations, Heavy Duty Asphalt Pavement
Profile Detail 3/L500)
8 ASI 010 04/27/2020
05/27/20