GENERAL CONDITIONS:

1. PRE-INSPECTION MEETING: THE PERMITTEE SHALL CONTACT THE BUREAU OF CONTRACT ADMINSTRATION (INSPECTION) AT (213) 485-5080 FOR A PRE-INSPECTION MEETING PRIOR TO THE START OF WORK. THE FINE FOR WORKING WITHOUT REQUESTING INSPECTION IS $4,000. (LAMC 62.61(e)(1)).
2. UTILITIES HAVE ONLY BEEN CHECKED TO THE EXTENT OF 10-FT ON BOTH SIDES OF THE TRENCH IN THIS PLAN.
3. PRIOR TO STARTING CONSTRUCTION, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND CONDUITS, REGARDLESS OF WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, AND TO TAKE APPROPRIATE MEASURES TO PROTECT THEM FROM ANY POTENTIAL DAMAGE.
4. RECENTLY RESURFACED STREET: THE ISSUANCE OF THIS PERMIT DOES NOT GRANT THE PERMITTEE PERMISSION TO PROCEED TO CUT, EXCAVATE OR DAMAGE A STREET PAVEMENT WHEN THE STREET, THROUGH SITE OBSERVATION, APPEARS TO BE RECENTLY RESURFACED. IN SUCH A CASE, THE PERMITTEE SHALL NOT PROCEED WITH ANY OF THE PERMITTED WORK AND MUST IMMEDIATELY CONTACT THE BUREAU OF ENGINEERING DISTRICT OFFICE THAT ISSUE THE PERMIT. IF THE PERMITTEE PROCEEDS TO WORK WITHOUT CONTACTING THE BUREAU OF ENGINEERING DISTRICT OFFICE, ANY DAMAGE TO A STREET RESURFACED WITHIN ONE YEAR WILL REQUIRE THE PERMITTEE TO REPAVE THE ENTIRE STREET WIDTH FROM BLOCK TO BLOCK.
5. INSPECTION: BCA INSPECTION (bca.lacity.org/dispatch) MUST BE REQUESTED NO LATER THAN NOON OF THE PRECEDING WORK DAY.
6. PERMIT ON SITE: A COPY OF THIS PERMIT MUST BE ON THE JOB SITE AT ALL TIMES. THE FINE FOR NOT HAVING THIS PERMIT ON SITE IS $500/DAY (LAMC 62.61(e)(1)).
7. UNDERGROUND SERVICE ALERT (USA): CALL USA AT LEAST 48 HOURS PRIOR TO START OF WORK: 1-800-277-2600.
8. 48 HOURS NOTICE: AT LEAST 48 HOURS PRIOR TO THE START OF WORK, CALL BSL AT (323) 913-4721 AND DOT TRAFFIC SIGNAL CONSTRUCTION AT (213) 473-8468.
9. ONCE PERMITTED EXCAVATION WORK HAS BEGUN, IT MUST BE DILIGENTLY PROSECUTED TO COMPLETION, AND MUST BE COMPLETED BY THE COMPLETION DATE LISTED ON THE PERMIT.
10. CHANGES: ALL CHANGES TO PLAN OR PERMIT MUST HAVE PRIOR APPROVAL BY THE CITY'S BUREAU OF ENGINEERING
11. LIABILITY: THE PERMITTEE WILL HOLD THE CITY OF LOS ANGELES HARMLESS FOR ANY INJURY OR HARM CAUSED BY THE PERMITTE'S WORK PERFORMED BY THIS PERMIT.
12. AC RESURFACING: ANY TRENCHING AND RESURFACING IN STREET ASPHALT SHALL BE PER LATEST VERSION OF LA CITY STANDARD PLAN S-477.
13. ALL EXCAVATIONS ON ASPHALT CONCRETE STREETS SHALL BE BACKFILLED WITH AN APPROVED SLURRY MIX UNLESS OTHERWISE APPROVED.
14. JOB SITE MAINTENANCE: THE JOB SITE (INCLUDING TEMPORARY RESURFACING) MUST BE MAINTAINED BY THE PERMITTEE UNTIL PERMANENT RESURFACING IS COMPLETED
15. TEMPORARY RESURFACING: ALL PERMANENT RESURFACING MUST BE COMPLETED WITHIN 3 WEEKS OF THE TEMPORARY RESURFACING.
16. ASPHALT TAGS: ALL PERMANENT RESURFACING MUST BE IDENTIFIED BY AN APPROVED MARKER/TAG IDENTIFYING PERMITTEE AND THE YEAR THE WORK WAS COMPLETED. TAGS ARE TO BE PLACED AS CLOSE TO THE CURB AS POSSIBLE. FOR EXCAVATIONS LESS THAN 50' LONG, ONLY ONE TAG SHOULD BE PLACED IN THE MIDDLE. FOR LONGER EXCAVATIONS, TAGS SHOULD BE PLACED AT 50' INTERVALS AND AT BOTH ENDS.
17. EXPIRED PERMITS: IF WORK HAS NOT BEGUN WITHIN 6 MONTHS FROM DATE OF ISSUANCE, THE PERMIT WILL BE CANCELLED. (LAMC 62.02)
18. SATURDAY WORK: FOR PERMITS WHERE WORK IS ALLOWED ONLY ON SATURDAY, TRENCHES AND/OR EXCAVATIONS THAT CANNOT BE COMPLETELY BACKFILLED AND RESURFACED IN THE SAME DAY, MUST BE COVERED WITH STEEL PLATES WHICH SHALL BE RECESSED TO FINISHED SURFACE GRADE BY COLD MILLING TO PREVENT MOVEMENT, NOISE, OR VIBRATION.
19. DECORATIVE IMPROVEMENTS: PERMITTEE SHALL STOP WORK AND CONTACT THE BUREAU OF ENGINEERING PRIOR TO CUTTING OR EXCAVATING ANY DECORATIVE SIDEWALK, PAVEMENT, OR CROSSWALK, UNLESS ALREADY ADDRESSED IN THE PERMIT OR PLANS. ANY UNAUTHORIZED DAMAGE TO THE DECORATIVE SIDEWALK, PAVEMENT, OR CROSSWALK MUST BE REPAIRED OR RECONSTRUCTED IN KIND BY THE PERMITTEE, AS DIRECTED BY THE BUREAU OF ENGINEERING, IN A MANNER SATISFACTORY TO THE INSPECTOR OF PUBLIC WORKS.
20. ISSUANCE OF THIS PERMIT DOES NOT INVALIDATE THE NEED TO GET APPROVALS OR PERMITS FROM OTHER GOVERNMENTAL AGENCIES THAT MAY HAVE JURISDICTION OVER A SPECIFIC LOCATION (E.G. CALTRANS, LACFCD, CALIFORNIA COASTAL COMMISSION).
21. THIS PERMIT GRANTS NO AUTHORITY FOR THE PERMANENT OCCUPATION OF THE PUBLIC RIGHT-OF-WAY BY ANY CONDUITS, PIPES, CABLES, WIRES, OR EQUIPMENT OF ANY SORT WHATSOEVER. SEE MUNICIPAL CODE SECTION 62.02(a). BY ISSUING THIS PERMIT THE CITY OF LOS ANGELES MAKES NO REPRESENTATION THAT ANY STATE STATUTE CREATES SUCH AUTHORITY. THE CITY OF LOS ANGELES RESERVES THE RIGHT TO REQUIRE THE OWNER OF THE FACILITIES INSTALLED UNDER THIS PERMIT TO DEMONSTRATE OR OBTAIN SUCH AUTHORITY, SUCH AS, BUT NOT LIMITED TO, A FRANCHISE FOR VIDEO SERVICES, OR REMOVE SAID FACILITIES FROM THE PUBLIC RIGHT-OF-WAY.
22. 2-DAY ADVANCE NOTICE OF CONSTRUCTION (DAY OF NOTICE FOR PROJECTS OF THREE DAYS OR LESS OF CONSTRUCTION) SHALL BE PROVIDED PER BPW-2024-0536. THE DISTRIBUTION OF THE CONSTRUCTION NOTICE SHALL BE TO THE SATISFACTION OF THE BUREAU OF CONTRACT ADMINISTRATION (BCA). FOR MORE DETAILS, PLEASE REFER TO THE LINK: https://engpermitmanual.lacity.org/other-boe-permitsprocesses/technical-procedures/construction-notification-guidelines

1. BUREAU OF CONTRACT ADMINISTRATION INSPECTION WORK MUST BE REQUESTED NO LATER THAN NOON OF PRECEDING WORK DAY. 
   FOR INSPECTION, PLEASE CALL DISPATCH AT:  (213) 485-5080.
   DISPATCH HOURS ARE 7:00 A.M. TO 3:30 P.M.
2. CALL FOR INSPECTION OF PERMANENT RESURFACING NO LATER THAN NOON OF THE PRECEDING WORK DAY.
3. ALL CHANGES IN SKETCHES AND PERMIT LIMITS MUST HAVE PRIOR APPROVAL BY THE CITY'S BUREAU OF ENGINEERING.
4. PEDESTRIAN AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES.
5. IF BARRICADES AND PROTECTIVE DEVICES ARE NOT FURNISHED BY THE CONTRACTOR AS REQUIRED, THE CITY OF LOS ANGELES MAY, AT ITS OPTION, PROVIDE THEM FOR A FEE TO THE CONTRACTOR.
6. TRAFFIC REQUIREMENTS: ALL TRAFFIC LANES IN MAJOR, SECONDARY, AND COLLECTOR DESIGNATED STREETS SHALL BE UNOBSTRUCTED FROM 6 AM TO 9 AM AND 3:30 PM TO 7 PM. ADDITIONAL TRAFFIC LANES MAY BE CLOSED AT ALL OTHER TIMES WITH A LADOT APPROVED TRAFFIC CONTROL PLAN FOR THIS PERMIT. ADDITIONAL LANE CLOSURES FOR A COLLECTOR OR LOCAL STREET MAY BE CLOSED PER THE W.A.T.C.H. MANUAL OR AN APPROVED TRAFFIC CONTROL PLAN AT THE DISCRETION OF THE PERMITTING ENGINEER.
7. THE JOB SITE, INCLUDING TEMPORARY RESURFACING, MUST BE MAINTAINED BY THE PERMITTEE UNTIL PERMANENT RESURFACING IS COMPLETED.
8. ALL PERMANENT RESURFACING MUST BE COMPLETED WITHIN 3 WEEKS OF THE TEMPORARY RESURFACING.
9. ALL PERMANENT RESURFACING MUST BE IDENTIFIED BY AN APPROVED MARKER/TAG IDENTIFYING PERMITTEE AND THE YEAR THE WORK WAS COMPLETED.  TAGS ARE TO BE PLACED AS CLOSE TO THE CURB AS POSSIBLE.  FOR EXCAVATIONS LESS THAN 50' LONG, ONLY ONE TAG SHOULD BE PLACED IN THE MIDDLE.  FOR LONGER EXCAVATIONS, TAGS SHOULD BE PLACED AT 50' INTERVALS AND AT BOTH ENDS.
10. ONCE PERMITTED EXCAVATION WORK HAS BEGUN, IT MUST BE DILIGENTLY PROSECUTED TO COMPLETION, AND MUST BE COMPLETED BY THE COMPLETION DATE LISTED ON THE PERMIT.
11. IF WORK HAS NOT BEGUN WITHIN 6 MONTHS FROM DATE OF ISSUANCE, THE PERMIT WILL BE CANCELLED. (LAMC 62.02)
12. FOR PERMITS WHERE WORK IS ALLOWED ONLY ON SATURDAY, TRENCHES AND/OR EXCAVATIONS THAT CANNOT BE COMPLETELY BACK-FILLED AND RESURFACED IN THE SAME DAY, MUST BE COVERED WITH STEEL PLATES WHICH SHALL BE RECESSED TO FINISHED SURFACE GRADE BY COLD MILLING TO PREVENT MOVEMENT, NOISE OR VIBRATION.
13. PERMITTEE SHALL STOP WORK AND CONTACT THE PERMITTING AGENCY PRIOR TO CUTTING OR EXCAVATING ANY DECORATIVE SIDEWALK, PAVEMENT, OR CROSSWALK.
14. ANY DAMAGE TO DECORATIVE SIDEWALK, PAVEMENT, OR CROSSWALK MUST BE REPAIRED IN KIND OR RECONSTRUCTED IN KIND BY THE PERMITTEE, AS DIRECTED BY THE PERMITTING AGENCY, IN A MANNER SATISFACTORY TO THE CITY ENGINEER AND THE INSPECTOR OF PUBLIC WORKS.
15. ISSUANCE OF A PERMIT DOES NOT INVALIDATE THE NEED TO GET APPROVALS OR PERMITS FROM OTHER GOVERNMENTAL AGENCIES THAT MAY HAVE JURISDICTION OVER A SPECIFIC LOCATION SUCH AS THE CALIFORNIA COASTAL COMMISSION

1. "SDRF" TO BE BILLED
   TOTAL SQ. FT. =  0.00SQ. FT.
   TOTAL SDRF FEE =   = $0.00
2. "SSDRF" TO BE BILLED
   TOTAL SSDRF SQ. FT. =  0  SQ. FT.
   TOTAL SSDRF FEE =  = $0.00
3. "SDRF/SSDRF Administration Fee" TO BE BILLED
   TOTAL SDRF ADMINISTRATION FEE =  = $0.00

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1. PRIOR TO STARTING CONSTRUCTION, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND CONDUITS, REGARDLESS OF WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, AND TO TAKE APPROPRIATE MEASURES TO PROTECT THEM FROM ANY POTENTIAL DAMAGE.
2. IF CURB AND GUTTER IS DAMAGED DURING CONSTRUCTION, REPLACE CURB AND GUTTER PER LATEST VERSION OF S-410 FROM JOINT TO JOINT.
3. IF DRIVEWAY IS DAMAGED DURING CONSTRUCTION, REPLACE ENTIRE DRIVEWAY PER LATEST VERSION OF S-440.
4. IF SIDEWALK IS DAMAGED DURING CONSTRUCTION, REPLACE ENTIRE SIDEWALK PER LATEST VERSION OF S-444 & S-431.
5. FOR ANY EXCAVATION ON A CONCRETE STREET, FULL SLAB REPLACEMENT (TO THE NEAREST JOINT) IS REQUIRED. AREAS WHERE DISTINCT SLABS/PANELS DO NOT EXIST, A MINIMUM 150 SF RECTANGULAR SHAPED PANEL (MINIMUM 3-FT WIDE) SHALL BE REMOVED AND REPLACED. IF AN EXISTING JOINT IS WITHIN 3-FT OF THE TRENCH, THE REPLACEMENT LIMIT SHALL BE EXTENDED TO THAT JOINT. EXCAVATIONS SHALL BE BACKFILLED WITH AN APPROVED SLURRY MIX, CLSM, CMB, OR CAB. INSTALL 30-IN DOWELS AT 30-IN ON CENTER (TYPICAL) PER THE LATEST S-430 STD PLAN. USE EPOXY ADHESIVE (HILTI HY 150 EQUIVALENT OR BETTER). NEW PAVEMENT THICKNESS TO BE 1-IN GREATER IN THICKNESS THAN EXISTING CONDITION, PER GREENBOOK 2021, SECTION 306-13.2.
6. CONCRETE STREET IS OVERLAID WITH AC PAVEMENT. THE NEW PAVEMENT SECTION SHALL MATCH EXISTING SECTION BEING REMOVED.

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1. WATCH MANUAL: TRAFFIC CONTROL SETUP SHALL BE PER THE WATCH MANUAL CONDITIONS (2019 EDITION) AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 2009).
2. STREET ACCESS: MAINTAIN LOCAL AND EMERGENCY ACCESS ON ALL STREETS.
3. MAINTAIN ACCESS TO ALL DRIVEWAYS, SIDEWALKS, AND CROSSWALKS AT ALL TIMES.

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Concrete Pavement Repair - Streets:

1. Sawcut to the nearest joint/edge within 3 feet of the trench per Greenbook 2009, Section 300 1.3.2. (b). Generally, this means full concrete panel removal.

2. Install 30" dowel bars at 30" on center (typical). See Standard Plan S­430-1.

3. Use of epoxy adhesive (Hilti HY 150 equivalent).

4. Placement of 4,000 psi compressive strength concrete (660­C­4000 equivalent) per Broowbook 2011 specifications for High Early Strength Concrete.

5. New pavement thickness to be 1" greater in thickness than existing condition per Greenbook 2009, Section 306­1.5.2.

6. Additional concrete pavement requirements per Greenbook 2009 and Brownbook 2011, Section 302.6.

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