HomeMy WebLinkAboutC7 Drainage DetailsInstallation:
L Remove all vegetation and other objectionable material from she
foundaton area.
2. Grace the foundation and Down for positive drainage. Install
culvert pipe under the pad if needed to maintain proper public road
drainage.
3. Place geotexTle hbric an the grade! foundation to improie
stadll
A. Pace aip regale (NO. 2 Stone) to the dimensions shown above,
leal the surface smooth and slaved for damage.
5. Topdres the drive with washed INDOT No. 53 aggregates
(opuci
6. where possible, covert all noon water runorcand drainage man
Me temporary moutvmm entrance to a sediment trap or basin.
s Maintena :
* Inspect daily
' RESIGN pad as needed far drainage and runoff control.
' Topdres well clean aggregate as needed.
* Immediately remove mud and sco ment hooked or washed onto
public roads.
' Rushing Should only be used IT the water flan the cashuDion
drive can be conveyed into a sediment trap a basic
STABILIZED CONSTRUCTION ENTRANCE
IT Min
16 Min
Matedab & EDedDcatims:
Location: Avid bcatim an steep slopes or at curve in public roadways.
Dimensiore:
Width-16 feet Minimum a full width or the erNarhm/drive, whiclower is greats.
teneyde 00 feet minimum or Nil lengthofblue entrance/drive, whichever is greater.
Thklmess 12 inch m rimun
Materials:
1-2.5 inch washed aggregate (PITCH CA No. 2) 0.5-1.5 inch washed aggregate HIGOT CA
Na 53) (optima), used primarily wllerethe pumou cf Me pad is to keep sMl Trait
d to vehidetires. tfaek und used e a separation layer to pvet i i of agre*eandthundION OI mealand to podegreatebearing Smalm when erweumenng v a mnaidms.
ROOF U 0 MIL MINI PLASTIC LINER SUPPLIED BY
APPROVED HAULER
CONCRETE WASHOUT- LINED CONTAINER
NOTES:
• AN ESTIMATED CHART OF THE THE AMOUNT OF WATER PER DAY WILL BE ATTACH ED
TO SW PPP SHEET.
• SEE SITE PLAN FOR PLACEMENT OF CWO.
• THERE WILL BE NO BELOW GRADE SYSTEMS WITH THIS PROJECT.
• BOX WILL BE MONITORED DAILY BY FOREMAN TO PREVENT OVERFLOW OR
OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GETS TO WITHIN I8" THE
FOREMAN WILL CALL FOR REMOVAL.
• ALL WASHOUT SLURRY WILL BETAKEN TO AN APPROVED DUMP STE BY APPROVED
HAULER.
• SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES
FOR CONCRETE SPILLS.
• CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
• SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE. AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF
THE CONCRET ETRUCKS, PUMPS RIGS AND C WO.
• THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED
OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
• AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED, FROM THE
STE AND DISPOSED OF AT AN APPROVED WASTE SITE.
• WHEN THE CONCRETE WASHOUT ARE IS REMOVED. THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY
THE INSPECTOR.
CONCRETE WASHOUT %z1
NOT TO SCALE C7
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City
yof Canned
�VT�Vt�DRVAWML
DATE: \ 09/24/19
MINIMUM OF 6- TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
'B' BORROW OR EQUAL GRANULAR MATERIAL
COMPACTED TO 95 % STANDARD PROCTOR
DENSITY
B8 CRUSHED STONE OR APPROVED EOIIAL
CUSS I BEDDING MATERIAL HAND TAMPED
OR WALKED INTO PUCE
VOTE: ALL BEDDING a INITIAL BACKBLL
SHALL BE INSTALLED IN 6' - 12'
BALANCED LIFTS
A MINIMUM 9l' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC PIPE TRENCH DETAIL (W/I 5' OF PAVEMENT) 3
NOT TO SCALE C7
MINIMUM OF 60 TOPSOIL OVER EXCAVATION
TO ENSURE GROUND COVER GROWTH
REGULAR BACKFILL
y8 CRUSHED STONE OR APPROVED EQUAL
CUSS I BEDDING MATERIAL HAND TAMPED
OR WALKED INTO PLACE
NOTE:
ALL BEDDING h INITIAL 9ACKFILL
4.
SHALL BE INSTALLED IN 6" -
12-
VNVNBALANCED
LIFTS
A MINIMUM 9' OF CLEARANCE
1.25 O.D. -
12-
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC
PIPE TRENCH DETAIL
(MORE THAN 5- FROM PVMT.) /
NOT TO SCALE
C7
Lv9rl
SILT SOCK ON PAVEMENT to
NOT TO SCALE C6
ADS, Inc. Drainage Handbook
Specifications • 1-23
ADS ADVANEDGE® PIPE SPECIFICATION
Scope
This specification describes 12- and 18-inch (300 and 450 mm) ADS AdvanEDGE oblong mnugated pipe for
use in subsurface drainage applications.
Product Requirements
ADS AdvanEDGE shall have annular interior and exterior corrugations.
• 12- and 18-Inch (300 to 450 tom) shall meet ASTM D7001.
ADS AdvanEDGE outside dimensions shall be 1.5'thick by 12.5" wide or 1.5" thick by 18.5' wide.
AdvanEDGE shall have internal bracing adjoining each long wall to prevent crushing under typical loading.
AdvanEDGE shall be made available with or without an external geotexfile wrap.
Material Properties
All pipe and fittings shall be made of polyethylene with a minimum cell classification of 424420C as defined
and described in the latest version of ASTM Ell
Perforations
Filter Fabric
ID ADS, Inc., February 2017
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PROJECT No.
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SHEET No
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