THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DE SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.
H:\PROJECTS\323617 < 323617 S09 CONSTRUCTION DETAILs >
KRISTIN 1/22/24
H:\PROJECTS\3236
1. PRIOR TO INSTALLATION:
METERS CANNOT BE INSTALLED IN CRAWL SPACES, BEHIND APPLIANCES, HOT WATER HEATERS OR FURNACES.
THERE MUST BE A MINIMUM CLEARANCE OF 12" ON EACH SIDE OF THE METER AND A MAXIMUM OF 36" ABOVE
THE FLOOR.
2. IN ADVANCE OF THE PROJECTED INSTALLATION DATE, CONTACT CUSTOMER SERVICE:
* AN APPLICATION FOR SERVICE MUST BE COMPLETED.
APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RA
APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RATES'.
AN APPOINTMENT IS SCHEDULED FOR WATER METER INSTALLATION, GRANTED ALL CONNECTION FEES HAVE BEEN SATISFIED.
ALL METERS ARE SUPPLIED BY THE AUTHORITY. (METERS 1 1/2 INCHES OR LARGER ARE INSTALLED BY THE CONTRACTOR BUT INSPECTED BY AUTHORITY PERSONNEL. METERS SMALLED THAN 1 1/2 INCHES WILL BE INSTALLED BY AUTHORITY PERSONNEL.)
3. AT THE TIME OF THE INSTALLATION:
* CURB STOPS AND SEWER CLEAN-OUTS ARE NOT PERMITTED IN DRIVEWAYS OR SIDEWALKS AND MUST BE SET TO GRADE BEFORE THE METER CAN BE INSTALLED.
* A TUB AND/OR SINK MUST BE INSTALLED IN ORDER TO FLOW TEST THE MET
NOTE: IF THE METER SPREAD OR OTHER REQUIREMENTS ARE NOT MET, AN ADDITIONAL FEE, IN ACCORDANCE
WITH THE CURRENT 'SCHEDULE OF RATES' WILL BE APPLIED TO THE ACCOUNT AND MUST BE PAID IN FULL BEFORE A SECOND INSTALLATION IS ATTEMPTED.
4. AFTER THE INSTALLATION:
ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND
ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND TESTED, CUSTOMER SERVICE WILL ISSUE A LETTER OF COMPLIANCE FOR PRESENTATION TO THE TOWNSHIP.
SINGLE WATER METER
NOT TO SCALE
WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.
WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINT SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON.
OFFSETS MAY BE SUBSTITUTED FOR A "T" OF UP TO 24' IF APPROVED BY THE ENGINEER.
CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.
MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6".
TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS.
UTILITY CROSSING DETAIL
3/8"=1'-0"
MULLER TAPPING VALVE
ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST.
2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'X2'X6" CONCRETE COLLAR AROUND IT.
WET TAP CONNECTION
3/8"=1'-0"
6" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.
AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5
EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.
ALL TRENCHES TO BE SAW CUT.
4" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.
2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5
EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.
ALL TRENCHES TO BE SAW CUT.
UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS.
SUITABLE BACK FILL TO BE THOROUGHLY COMPACTED IN 6" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).
AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.
THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.
1"=1'-0"
'8''=1'-0''
3/8"=1'-0
3/8" = 1'-0"
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701
PHONE 732 363 0060 FAX 732 363 0073
NEW JERSEY STATE BOARD OF P.E. & L.S.
CERTIFICATE OF AUTHORIZATION NO. 24GA28125400
IAN M BORDEN, PP
N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400
IBORDEN@PDS-NJ.COM
WILLIAM A. STEVENS, PE, PP
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
BSTEVENS@PDS-NJ.COM
GRAHAM J. MACFARLANE, PE, PP, CME
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110
PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104
GRAHAM@PDS-NJ.COM
STEVEN METELSKI, JR., PLS
N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393
N.J. PROFESSIONAL LAND SURVEYOR LICENSE #4339
STEVENM@PDS-NJ.COM
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL SITE PLANS
UTILITY FOR
TAX BLOCK 22203
TAX LOT 11
TOWNSHIP OF JACKSON
| SCALE: | AS SHOWN | JOB NUMBER: | 323617 |
|---|
| DRAWN BY: | KNL | DATE: | MARCH 17, 2023 |
|---|
| DESIGN/CALC'D BY: | IMB | SHEET: 13 | 15 |
|---|
| CHECKED BY: | WAS |
|---|