HomeMy WebLinkAboutC604 - SITE DETAILS18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
SITE DETAILS
WATER DISTRIBUTION PLAN NOTES
ALL WATER MAIN WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF
CARMEL INDIANA. CALL CARMEL UTILITIES FOR PRE CONSTRUCTION MEETING PRIOR TO
BEGINNING WATER MAIN INSTILLATION.
PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE
PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL 11 ON SHEET C606.
WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED
FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND
HYDRANTS PER THE DETAILS OF THE WATER COMPANY.
POSI-CAPS ARE REQUIRED ON ALL VALVES.
WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS, THE VALVE BOX COVERS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE.
SERVICE LATERALS SHALL BE INSTALLED AT THE TIME OF MAIN CONSTRUCTION EXTENDING TO A
DISTANCE OF 3 FEET FROM THE BUILDING.
LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS TO
FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
WATER LINES SHALL BE INSTALLED, DISINFECTED AND TESTED IN ACCORDANCE WITH THE
CURRENT STANDARDS AND SPECIFICATIONS FOR INSTALLING WATER MAINS AND FIRE HYDRANTS
AS ISSUED BY THE LOCAL GOVERNING AGENCY.
PIPING SHALL BE LAID TO THE LINES AND GRADES OF 54 INCHES OF COVER OVER THE TOP OF
THE PIPE BARREL TO FINISHED GRADE FOR 3-INCH, 6-INCH, AND 8-INCH PIPE AND 48 INCHES OF
COVER OVER THE TOP OF THE PIPE FOR 12-INCH AND LARGER PIPE. PIPELINES OR RUNS
INTENDED TO BE STRAIGHT SHALL BE LAID STRAIGHT. CURVES MAY BE FORMED BY USING
FITTINGS OR BEVELED JOINTS.
THE CONTRACTOR/DEVELOPER SHALL USE SURVEYING INSTRUMENTS TO MAINTAIN ALIGNMENT
AND GRADE.
THE CONTRACTOR SHALL BE BILLED FOR ALL BACTERIOLOGICAL LAB SERVICES.
ALL VALVES, HYDRANTS, FITTINGS ETC. ARE REQUIRED TO BE CAPTURED USING GPS POINTS
(SURVEY GRADE) AND SUBMITTED WITH AS-BUILTS.
7.
6.
4.
5.
3.
2.
1.
8.
9.
‚
10.
11.
12.
4 SCALE: NONE
WATER LINE CROSSING 7 WATER MAIN CONNECTION
8
9 PIPE TRENCH AND BEDDING DETAIL
JOINT RESTRAINT TABLE
13.
GATE VALVE AND BOX6SCALE: NONE
1-1/2" GRAVEL
BACKFILL
EXTENSION STEM
VALVE BOX
CENTERING RING
EARTH
UNDISTURBED
GATE VALVE 2'-0" MIN5'-0" MAXCONCRETE
BLOCKING
COVER STAMPED "WATER"
FINISHED
GRADE
5 SCALE: NONE
WATER NOTES
14.
C604
CONCRETE ENCASEMENT DETAIL1SCALE: NONE
FIRE HYDRANT ASSEMBLY2SCALE: NONE
LIMITS OF SPECIAL BACKFILL3SCALE: NONE
WA-16A FIRE DEPARTMENT CONNECTION DETAIL
SCALE: NONE36"FINISH GRADE
5" STORZ
CONNECTION
54" MIN.CONNECTION TO
SPRINKLER SYSTEM.
SIZE PER FIRE
PROTECTION PLANS.
CONCRETE THRUST
BLOCK
4" DRAINAGE BED
WASHED #8 STONE
BALL DRIP
2 TAC COMMENTS 8/12/2019