HomeMy WebLinkAbout12090016.12_�__I
MI
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10
CITY OF CARMEL UTILITY
9
GENERAL NOTES:
1) The contractor shall contact all applicable utilities and
verify and and all fees associated with the installation of all
utilities.
2) Provide thrust blocks for all water line bends and tees,
including tab connection.
3) Contractor shall coordinate with water company for
domestic and fire service. Connect to building domestic and
fire line. Coordinate with plumbing drawings.
4) Coordinate location of electrical and telephone lines with
local utilities.
5) Coordinate location and size of gas service connection and
installation of service line and meter with gas company.
6) Coordinate locations and connections of building storm
lines with mechanical /plumbing drawings.
7) Verify existing invert and location of sanitary sewer. Adjust
inverts as required. Document any changes.
8) Maintain 10' horizontal and 18" vertical clearance between
storm /sanitary sewer systems and domestic /fire line service.
9) Follow all local and state codes in reference to
domestic /fire line installation and storm sewer /sanitary sewer
installation.
10) Coordinate location of required conduits for light poles,
telephone service and irrigation system.
1 1) Coordinate utility conduits with service providers.
12) Sanitary sewer laterals, water service, &
electrical /telephone conduits shall be B— borrow for
structure backfill, meeting all current INDOT requirements.
13) There are to be no water valves or manholes placed
within the pavement, curbs or '3idewalks.
14) The developer shall verify the elevations of existing
utilities and design plans accordingly. Existing infrastructure
shall not be moved to accommodate new developments.
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DRAJNAuE INLE -S SHALL BE LCY:ATED �IPHILL Ffir� O RAMP_ To PAEYMT PJDDLES AT THE PAT^I X -RA;`L
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3' -0"
PLAN
CONCRETE CURB TURNOUT
(NO SCALE)
6
5
4
"DUMP NO WASTE- DRAINS TO WATERWAY"
E.J. 6489
NEENAH
R -4342 OR
.C. ELEVATION -\ EQUAL
GREATER THAN 5' (1)(1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO ENSURE
LESS THAN 5' (2) (2) 1.25 Bc + 12" (MIN.) GRASS GROWTH IF NOT UNDER_
/ PAVEMENT.
1/ 6" (TYP.)
EDGE OF PAVEMENT
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR (2) "B" BORROW OR EQUIV.
BACKFILL GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
Bc= OUTSIDE DIAMETER //f DENSITY.
D = INSIDE DIAMETER BC
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE 1/6 Bc
D
d MIN.
27 & SMALLER
d
NOTE:
66 & LARGER
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
Z"B"
12" BALANCED LIFTS. A MIN.
BORROW OR EQUIV.
OF 9" CLEARANCE SHALL BE
GRANULAR MATERIAL COMPACTED
PROVIDED ON EACH SIDE OF THE
TO 95% STANDARD PROCTOR
INSTALLED PIPE.
DENSITY.
TYPICAL BEDDING SECTION - RCP PIPE
D
d MIN.
27 & SMALLER
30 TO 60
66 & LARGER
(NO SCALE)
22 °x22" NOTES:
w 1 6" CONCRETE PRECAST OR POURED
< Q IN PLACE.
>� Li w:
Q - 2 REFER TO BEDDING DETAIL AS
6 (TYP.)� > O REQUIRED
3 VAR. PIPE SIZE
15" MAX STRAIGHT CONNECTIONS
12" MAX SKEW /CORNER CONNECTIONS
0' LASS "A" CONCRETE
INLET SET ON 6" BASE
OF #8 STONE OR #2
SECTION STONE
1. STRAIGHT -OUT CONNECTIONS SHOULD
NOT BE MADE TO EITHER PRECAST
BOX OR INLET WALL TOUCHED BY A
SKEW /CORNER CONNECTION UNLESS
SUFFICIENT BOX INLET WALL AREA
REMAINS ON EACH SIDE OF THE
CONNECTING PIPE TO ENSURE
STRUCTURAL INTEGRITY OF THE
PRECAST BOX.
2. A MAXIMUM OF TWO (2)
SKEW /CORNER CONNECTIONS WILL BE
ALLOWED FOR EACH PRECAST BOX
I N LET.
3. REFER TO PRECAST CONCRETE
ADJUSTING RING DETAIL AS REQUIRED
BEEHIVE INLET TYPE "A"
PIPE SIZES 12" TO 15" (NO SCALE)
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2
3' TOP SOIL-
COMPACTED BACKI• L
TUMINOU' PA uEr
€' L JCRETE
MIN4MdM
NO INTTGT?AL " JR.B WIT�i CONCRETE F'A'"EFc ANj fcR SILEIYA_K SHALL BE SIMELAR 'CAPE
A-[ W'-RK ASS00AT';