SWA000150_Plansheet - Misc. Detail_20220624 (6)

a
EDGE OF PAVEMENT/BACK OF GUTTER 24"
(WHERE APPLICABLE) MIN METER BOX
A.
ROADWAY ea
z 3/4" TYPE "K"
SOFT COPPER PIPE
N
WATER LINE
ELEVATION VIEW
EDGE OF PAVEMENT BACK OF GUTTER
(WHERE APPLICABLE
TAPPING SADDLE &
CORPORATION STOP
w /vio3/4" TYPE "K"
r Al
z SOFT COPPER PIPE
`ROADWAY -
PLAN VIEW
D5.03
TYPICAL WATER METER
INSTALLATION
NOT TO SCALE
FINISHED
GRADE
SERVICE LINE
(INSTALLED BY OTHERS)
NOTES:
PVC SLEEVE SHALL BE REQUIRED FOR ALL
SERVICE LINES INSTALLED UNDERNEATH
SIDEWALKS OR OTHER PERMANENT STRUCTURES.
PVC SLEEVE DIAMETER SHALL BE AT
LEAST 1/2" LARGER THAN THE OUTSIDE
DIAMETER OF THE COPPER SERVICE LINE.
MINIMUM LENGTH OF BRASS NIPPLE
SHALL BE 12 INCHES (12").
WATER METER BOX
SERVICE LINE-
-THREADED BRASS NIPPLE
NOTES
1. TAPPING SLEEVE WILL BE
MUELLER #H-615 OR
APPROVED EQUAL.
2. APPROVED RESILIENT
SEAT TAPPING VALVE.
3. SOLID CONCRETE OR BRICK
BLOCKING WILL BE USED AS
FOOTING FOR DUCTILE IRON PIPE.
4. CONCRETE WILL NOT
CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
5. SEE APPROPRIATE STANDARD
DETAIL FOR THRUST BLOCK AND
THRUST BLOCK DIMENSIONS.
6. ALL FITTINGS AND APPURTENANCES
SHALL BE RESTRAINED AS PER
SECTION 6.05.
D5.01 TAPPING SLEEVE AND VALVE ASSEMBLY
NOT TO SCALE
SHEETED OPEN
TRFNCH TRFNCH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTURBED
EARTH
STANDARD EXCAVATION
SHEETED OPEN
TRENCH TRENCH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
24" MAX 12" MA:
12.. MIN 6" MIN
SPRING LINE OF PIPE
WASHED STONE- i
EMBEDMENT x� 7
UNDISTURBED
EART
NOTES:
CONSTRUCTION OF TRENCHES
SHALL BE IN ACCORDANCE
WITH THE LATEST OSHA
REGULATIONS. CONTRACTOR
SHALL BE RESPONSIBLE FOR
COMPLIANCE WITH ALL
APPLICABLE REGULATIONS.
NO BOULDERS OR STONES
IN EXCESS OF 4" IN SIZE
SHALL BE USED AS PART
OF THE INITIAL BACKFILL.
PIPE BEDDING MATERIAL
SHALL BE # 57 WASHED
STONE.
STANDARD EXCAVATION
IN WET CONDITIONS
SHEETED OPEN
TRENCH TRENCH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
NOTE: UNDISTURBED
BELL HOLES NOT SHOWN EARTH
BACKFILL MATERIAL
COMPACTED IN 6" LIFT'
SPRING LINE OF
WASHED STONE
EMBEDMENT
ADDITIONAL WASHED STONE F
UNDERCUT EXCAVATION ONLY
AS DIRECTED BY ENGINEER
UNDISTURBL_
EARTH
D5.02 TYPICAL TRENCH DETAIL
NOT TO SCALE
OVERCUT EXCAVATION
SHEETED I TOPEN
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
GENERAL NOTES FOR WATER
1. WATER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE
TOWN OF RUTHERFORDTON WATER DEPARTMENT. ALL SITEWORK SHALL BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS
IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED WATER PERMITS AND
ASSOCIATED NON -WATER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER, THE OWNER,
AND THE CITY OF ASHEVILLE. THE ENGINEER SHALL PERIODICALLY OBSERVE THE PROGRESS
OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE
CONTRACTOR SHALL FURNISH, SECURE, AND PROVIDE ALL NECESSARY TESTING MATERIALS,
EQUIPMENT, PROCEDURES, AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH
ENGINEERS FINAL CERTIFICATION OF COMPLETION. ANY WORK COVERED PRIOR TO
ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE
CONTRACTOR'S EXPENSE.
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY
CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING CONSTRUCTION.
ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY
IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE
WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT
1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE
ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND
MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL
MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL WATER PIPES AND
APPURTENANCES.
9. ALL WATER LINES AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC
PLUMBING CODES AND THE TOWN OF RUTHERFORDTON WATER RESOURCES DEPARTMENT
DESIGN & CONSTRUCTION MANUAL. COORDINATE EXACT LOCATIONS OF SERVICE LINES AND
APPURTENANCES WITH THE ARCHITECTURAL, PLUMBING, AND LANDSCAPING PLANS.
10. CONTRACTOR TO PROVIDE 5' MIN. LATERAL SEPARATION BETWEEN WATER LINE AND OTHER
UNDERGROUND UTILITIES. SEE DETAILS FOR GENERAL NOTES CONCERNING WATER MAIN
INSTALLATION REQUIREMENTS.
11. A 3' COVER DEPTH SHALL BE MAINTAINED FOR ALL PROPOSED WATER LINES, ANY
NECESSARY FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER AND THE CITY
INSPECTOR.
12. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10' OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER, OR
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18".
MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN
SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18" ABOVE THE
TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND SANITARY SEWER.
13. MAINTAIN 18" VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER OR THE WATER
MAIN MUST BE CONSTRUCTED OF FERROUS MATERIALS FOR A DISTANCE OF AT LEAST
10-FEET TO EITHER SIDE OF THE CROSSING.
14. MAINTAIN 5' HORIZONTAL DISTANCE BETWEEN WATER LINES AND THE DRIP LINE, AT
MATURITY, OF TREES AND OTHER SHRUBS.
15. TOWN OF RUTHERFORDTON OWNERSHIP AND MAINTENANCE ENDS AT WATER METER AND/OR
THE FIRE LINE ISOLATION VALVE. WATER SYSTEM BEYOND IS TO BE PRIVATELY OWNED AND
MAINTAINED.
16. METERS, VAULTS, AND FIRE HYDRANTS ARE TO BE PLACED IN RELATIVELY FLAT AREAS.
17. BRASS FITTINGS MUST BE LEAD FREE PER TOWN OF RUTHERFORDTON REQUIREMENTS.
18. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION.
19. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED
SOILS LABORATORY UNDER ALL PAVED AREAS.
20. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS
FOR PREPARATION OF FINAL RECORD DRAWINGS.
21. PRESSURE TEST WATER MAINS TO 200 PSI MIN. AND 250 PSI MAX. AS PER CITY OF
ASHEVILLE REQUIREMENTS. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE
BACTERIOLOGICAL TEST FROM A CERTIFIED TESTING LABORATORY FOR USE WITH THE
ENGINEERS CERTIFICATION OF COMPLETION.
22. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE WATER
SYSTEM PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE CITY OF
ASHEVILLE. SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN
APPROVED BY THE CITY OF ASHEVILLE'S ENGINEERING DEPARTMENT.
23. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE
OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING
PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
REQUIREMENTS. THE DEVICES SHALL BE LISTED ON THE UNIVERSITY OF SOUTHERN
CALIFORNIA APPROVED ASSEMBLIES. THEY SHALL BE INSTALLED AND TESTED (BOTH
INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL
PROGRAM, WHICHEVER IS MORE STRINGENT.
24. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL
PUBLIC LINES WHERE THRUST RESTRAINING IS REQUIRED; HOWEVER, THRUST BLOCKS
ARE PERMITTED WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE
THE USE OF MECHANICAL RESTRAINT IS NOT FEASIBLE.
UTILITY DETAILS
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DRAWN BY: DMS
CDC PROJECT NO.: ---
XXX PERMIT NO. xxx
SHEET
C951