CITY OF BURBANK
GENERAL NOTES:
PROVIDENCIA SEWER - PHASE 2
SEWER IMPROVEMENT PROJECT
1. SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BURBANK STANDARD PLANS AND THE 2012 EDITION OF THE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC), ON FILE IN THE OFFICE OF THE CLERK OF THE CITY OF BURBANK AND WITH AMENDMENTS SHOWN HEREON.
2. ELEVATIONS SHOWN SHALL BE IN FEET.
3. CONTRACTOR SHALL MAINTAIN EXISTING PUBLIC UTILITIES IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR
SHALL COOPERATE WITH ALL PUBLIC UTILITY COMPANIES WHERE FACILITIES OF THE SAME MAY BE AFFECTED BY THE IMPROVEMENTS SHOWN HEREON.
4. ALL WORK, INCLUDING EXCAVATION, TRENCH SHORING, ENTERING CONFINED SPACES, ETC., SHALL BE IN COMPLIANCE WITH ALL STATE AND OSHA REGULATIONS.
5. IN ADDITION TO NOTIFYING DIG ALERT, AN EXCAVATION PERMIT FROM THE CITY'S PUBLIC WORKS DEPARTMENT MUST BE OBTAINED BY
THE CONTRACTOR PRIOR TO ANY CONSTRUCTION IN THE CITY'S RIGHT-OF-WAY AND BUILDING PLUMBING PERMITS SHALL BE OBTAINED BY THE CONTRACTOR FOR ANY PIPELINE CONSTRUCTION ON PRIVATE PROPERTY. FOR ANY WORK ON PRIVATE PROPERTY, THE CONTRACTOR SHALL INCLUDE THE PROPERTY OWNER AS AN ADDITIONAL INSURED.
6. CONTRACTOR SHALL COORDINATE AND ATTEND A PRE-CONSTRUCTION MEETING WITH ALL AFFECTED PARTIES, UTILITIES AND CITY DEPARTMENTS.
REQUIREMENTS FOR THE SEWER MAIN CONSTRUCTION:
1. ALL SEWERS MUST BE CONSTRUCTED USING EITHER VITRIFIED CLAY PIPE (VCP) OR SOLID WALL POLY VINYL CHLORIDE (PVC) (SOR 26 FOR 15-INCH AND SMALLER, T-1 WALL FOR 18-INCH AND LARGER) PIPE. VCP PIPE AND FITTINGS SHALL BE EXTRA STRENGTH AND SHALL BE IN ACCORDANCE WITH ASTM C700. FITTINGS SHALL BE BELL-AND-SPIGOT TYPICAL, OR PLAIN END TYPE (FOR SHEAR RINGS) AS APPROVED BY CITY ENGINEER, OR DESIGNEE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. JOINTS SHALL BE TYPE D (SHEAR RING) OR TYPE G (POLYURETHANE) COUPLINGS IN ACCORDANCE WITH SSPWC 208-2. PVC SHALL CONFORM TO ASTM D 3034.
2. TRENCH BACKFILL SHALL HAVE A MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT FOR THE TOP 6 °
OF SUBGRADE WHICH SHALL
HAVE 95% MINIMUM RELATIVE COMPACTION. TEMPORARY RESURFACING SHALL REMAIN IN PLACE AT LEAST 10 DAYS PRIOR TO COMPLETING THE PERMANENT RESURFACING, WHICH SHALL BE COMPLETED WITHIN 25 DAYS. AS AN ALTERNATE TO COMPACTED TRENCH BACKFILL, 1-SACK SLURRY IS ACCEPTED BY THE CITY.
3. A LICENSED GEOTECHNICAL ENGINEER SHALL PERFORM CERTIFIED SOIL COMPACTION TESTS OF ALL BACKFILL AT THE CONTRACTOR'S EXPENSE UNLESS DETERMINED UNNECESSARY BY THE PUBLIC WORKS DIRECTOR. COMPACTION TEST RESULTS MUST BE PROVIDED TO THE INSPECTOR PRIOR TO PROJECT COMPLETION.
4. THE EXISTING SEWER MAIN SHALL REMAIN IN SERVICE THROUGH BYPASSING OF THE CONSTRUCTION AREA. THE SEWER BYPASS PROCEDURES MUST BE APPROVED BY THE CITY PRIOR TO INSTALLING THE SEWER BYPASS. THE CONTRACTOR SHALL COORDINATE SEWER BYPASSES WITH THE CITY'S PUBLIC WORKS DEPARTMENT TO ENSURE ALL SEWER FLOWS REMAIN IN THE SYSTEM. TRAFFIC CONTROL PLANS ARE REQUIRED FOR ALL SEWER BYPASSES THAT AFFECT VEHICULAR TRAFFIC.
5. ALL DEBRIS RELATED TO CONSTRUCTION SHALL BE REMOVED FROM THE SEWER LINE AND PROJECT SITE.
6. THE ENTIRE LENGTH OF THE SEWER PIPE INSTALLED, INCLUDING A MINIMUM OF 10 FEET ON EITHER SIDE OF THE CONNECTION TO THE EXISTING MAIN, MUST BE VIDEOTAIPED AND SUBMITTED TO THE CITY FOR REVIEW AND AIPPROVAL.
7. AN AIR OR WATER PRESSURE TEST MUST BE PERFORMED AT THE COMPLETION OF CONSTRUCTION OF THE SEWER MAIN LINE, AND PRIOR TO CONNECTING ANY PRIVATE SEWER LATERALS, PER SSPWC SECTION 306-1.4.4 OR 306-1.4.5, RESPECTIVELY.
8. ALL CROSSING OF CITY WATER MAINS WILL REQUIRE BACKFILL WITH ONE-SACK CEMENT SLURRY FROM THE SEWER LINE TO THE TOP OF THE WATER MAIN. THE SLURRY SHALL EXTEND TO 5 FEET ON EITHER SIDE OF THE CROSSING.
9. STREET TRENCH RESURFACING SHALL CONFORM TO CITY OF BURBANK PUBLIC WORKS DEPARTMENT STANDARD PLAN BS-110-3.
FULL-WIDTH STREET RESURFACING IS REQUIRED FOR TRENCHING, EXCAVATIONS, AND POTHOLING PERFORMED BY THE CONTRACTOR.
10. ALLEY RESURFACING SHALL CONFORM TO CITY OF BURBANK PUBLIC WORKS DEPARTMENT STANDARD PLAN BA-201, UNLESS OTHERWISE NOTED.
11. ON SLOPES WITH AN INCLINE GREATER THAN 3:1 (H:V), PIPE ANCHORS AND BACKFILL STABILIZERS CONFORMING TO SPPWC 221-2 SHALL BE USED.
12. THE CONTRACTOR SHALL COORDINATE WITH ALL PROPERTY OWNERS PRIOR TO CAPPING AND/OR RECONNECTING SEWER LATERALS.
13. ALL TEMPORARY TRAFFIC CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH THE 2014 CALIFORNIA MUTCD AND/OR 2019 °WATCH" MANUAL. WORKING HOURS 8:30AM TO 3:30PM. POST TEMPORARY "NO PARKING" SIGNS AS NECESSARY TO MAINTAIN ADEQUATE TRAVEL LANE WIDTHS. NOTIFY ALL PROPERTY OWNERS, RESIDENTS, AND BUSINESS OWNERS A MINIMUM OF 72 HOURS PRIOR TO STARTING CONSTRUCTION.
REQUIREMENTS FOR ALL MANHOLE CONSTRUCTION:
1. ALL MANHOLES SHALL BE CONSTRUCTED OF PRE-CAST CONCRETE PER SPPWC 200-3. ALL MANHOLE BOTTOMS AND SHELVES SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE AND GIVEN A TROWEL FINISH. MANHOLES MAY NEED TO BE LINED WHEN REQUIRED BY THE ENGINEER.
2. MANHOLE FRAME AND COVER SETS SHALL BE 24" WITH RADIAL BLOCK THREAD PER ALHAMBRA FOUNDRY NO. A-1253, OR APPROVED EQUAL.
UTILITY CONTACTS:
UTILllY
BURBANK WATER AND POWER - ELECTRICAL DIVISION
BURBANK WATER AND POWER - COMMUNICATIONS/
FIBER OPTICS
BURBANK WATER AND POWER - WATER DIVISION
CITY OF BURBANK PUBLIC WORKS SEWER MAINTENANCE
CITY OF BURBANK PUBLIC WORKS TRAFFIC DIVISION
CHARTER COMMUNICATIONS
AT&T
SOUTHERN CALIFORNIA GAS COMPANY
PLAINS ALL-AMERICAN PIPELINE, LP
Omnis Consulting Inc.
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405 S. STATE COLLEGE BLVD., SUITE 20-4
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PHONE NUMBER CONTACT PERSON
818-238-3664 JOSE RIVERA
818-238-3657 ROBERT DELEON
818-238-3500 KEVIN MITCHELL
818-238-3800 JERRY ELLEGOOD
818-238-3969 JONATHAN YEE
818-847-5012 ED GUZMAN
626-570-7823 MARY MACIAS
626-817-4273 ROSEMARY BURNETT
562-728-2325 GEORGE GOOCH
FlELD BOOK PAGE NO.
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DATUM STATEMENT
ELEVATIONS
VERTICAL DATUM:
BENCH MARK:
ELEVATION:
DESCRIPTION:
COORDINATES
CITY OF BURBANK VERTICAL CONTROL (NAVD-88)
1508-1
519.135'
2-1/2" BRASS CAP STAMPED "CITY OF BURBANK BM 1508-1"
HORIZONTAL DATUM: NAD-83 (NSRS 2007) EPOCH: 2011.00
PROJECTION: CCS-83 ZONE: V UNITS: US SURVEY FEET (US FT) COMBINED GRID FACTOR: 0.99995226 CALCULATED AT: CP-101
NORTHING 1885940.60 US FT, EASTING 6468795.61 US FT, ELEVATION 534.28 US FT MAPPING ANGLE: -0-10-30.06 CALCULATED AT: CP-101
NORTHING 1885940.60 US FT, EASTING 6468795.61 US FT
NOTES
1. DISTANCES INVERSED FROM COORDINATES ARE GRID. TO OBTAIN GROUND DISTANCES DIVIDE BY THE COMBINED GRID FACTOR.
2. THE VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) FOR STATIONS USED ARE:
STATION LATITUDE LONGITUDE
LEEP 34-08-04.552827 -118-19-18.270609
BRAN 34-11-05,609074 -118-16-37.334055
oLAT(1o) oLONG(1o)
0.00013m 0.00014m
0.00053m 0.00056m
REFERENCED STANDARD PLANS:
CIJY OF BURBANK
BS-100 CURB AND GUTTER
BS-110-3 TRENCH RESURFACING
BA-202 ALLEY APPROACH
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC)
200-3 PRECAST CONCRETE SEWER MANHOLE
208-2
223-2
224-2
225-2
630-4
636-2
BREAKING INTO EXISTING MANHOLES
HOUSE CONNECTION REMODELING
SUPPORT FOR CONDUITS ACROSS TRENCHES
BLANKET PROTECTION FOR PIPES
24" (610MM) MANHOLE FRAME AND COVER
POLYPROPYLENE - PLASTIC STEP
LOS ANGELES COUNTY DEPARTMENT OF P UBLIC WORKS (LACDPW) 2022-1 BEDDING FOR ABS & PVC SEWER PIPE
2028-1 JACKING STEEL CASING FOR SEWER PIPE
CALTRANS
TR-0153 CALTRANS ENCROACHMENT PERMIT TRENCH DETAIL
INDEX OF SHEETS:
SHEET 1 TITLE SHEET
SHEET 2 SANITARY SEWER PLAN AND PROFILE - o+oo TO 7+25
SHEET 3 SANITARY SEWER PLAN AND PROFILE - 7+25 TO 15+20.97 SHEET 4 CROSS-SECTIONS AT FREEWAY FOUNDATIONS
TOPOGRAPHY LEGEND
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SIGNED 12/05/19
RECOMMENDED:
OESIGNED l'll\Z DATE
DRAWN I\E DATE
APPROVED:
CITY OF BURBANK PROVIDENCIA SEWER - PHASE 2
SEWER IMPROVEMENT PROJECT
WORK ORDER NO. BID SCHEDULE NO.
• SHEET
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PUBLIC WORKS DEPARTMENT REVISION DESCRIPTION APP DATE RE�E\\tD DATE C PLAN NO. SS-5100 ATTACHMENT 2
ATTACHMENT 2 - PAGE 2
ALLEY
FLOWER STREET
PROVIDENCIA AVENUE
PROVIDENCIA AVENUE
INTERSTATE 5
FREEWAY
LOS ANGELES COUNTY
MTA
BONNYWOOD PLACE
OVERPASS
PLAN NO.
CITY OF BURBANK
PUBLIC WORKS DEPARTMENT
SHEET
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ATTACHMENT 2 - PAGE 3
ATTACHMENT 2 - PAGE 4