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i
ITTAL
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO
THE TOP OF THE PIPE BE LESS THAN 2.5 —FEET. IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT,
THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH
WRITTEN PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS— BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY
OF CARMEL.
STORM SEWER PLAN AND PROFILE NOTES:
FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10 -28 ON SHEET C601. REFER
TO DETAIL 10 -28, SHEET C601 FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS.
PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND DOES NOT INCLUDE END SECTIONS.
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET
PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN
THE RIGHT —OF —WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
2
SEE STRUCTU DATA TABLE ON
GRADING PLA\ S -EET C301, FOR
STRUCTURE A \D CAST \G TYPES.
DATED 6/4/2009
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JAMES E. SHIELDS JR. P.E. 10201333
PROJECT NO.
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REVISIONS AND ISSUES