PAVEMENT MORATORIUM
THREE (3) YEAR MORATORIUM FOR NEW PAVEMENT AND ONE (1) YEAR FOR SLURRY SEAL.
MORATORIUM PERIOD BEGINS AFTER NOTICE OF COMPLETION (NOC) HAS BEEN FILED.
FOR NOC DATES REFER TO PUBLIC WORKS WEB SITE.
REPAIRS DESCRIBED IN THIS STANDARD ARE FOR STREETS NOT UNDER MORATORIUM.
ANY TRENCHING IN STREETS UNDER MORATORIUM REQUIRES PRIOR APPROVAL FROM THE CITY ENGINEER.
IF APPROVED, EXTENSIVE PAVEMENT RESTORATION AND ITS LIMITS SHALL BE DETERMINED BY THE CITY ENGINEER
ASPHALT CONCRETE (AC) SECTION
TRAVEL LANE (TYP)
2" MIN
VARIES
17000
CRUSHED MISC. BASE
4" MIN.
COMPACTION (95% MIN), BACKFILL & BEDDING —
TO FOLLOW THE LATEST APPROVED GREENBOOK, • REFER TO THE CITY OF ANAHEIM-PUBLIC OR CITY OF ANAHEIM-PUBLIC WORKS (APW) UTILITIES (APU) STD W-180 & CU1600-4 STD. (OPTION 1 SACK SAND/CEMENT FOR BEDDING REQUIRED IN PIPE ZONE
SLURRY BACKFILL)
ARTERIAL ROAD ASPHALT CONCRETE (AC):
SECTION
Finish Course: C3 PG 64-10 (NO RAP)
NOTES: Base Course: B2 PG 64-10
-REPLACEMENT OF ASPHALT CONCRETE SECTION OVER THE TRENCH SHALL BE A MINIMUM OF 1" THICKER THAN EXISTING OR MATCH EXISTING THICKNESS WHEN THE AC SECTION IS 16" OR MORE.
2-a. GRIND AND RESURFACE MINIMUM 2" FOR FULL WIDTH OF ANY TRAVEL LANE IMPACTED BY THE TRENCH. IF ANY TRAVEL LANE
IMPACTED BY THE TRENCH IS ADJACENT TO EITHER A BIKE LANE OR A PARKING LANE, THE PAVEMENT SHALL BE GROUND AND b. FOR TRANSVERSE (PERPENDICULAR) TRENCHES, GRINDING AND RESURFACING WITH 2" OF AC SHALL EXTEND 15' BEYOND LIMITS OF FOR FULL WIDTH OF ANY TRAVEL LANE WITHIN 50' OF INTERSECTIONS (APPROACHES d. SIGNIFICANT TRENCH CUTS DUE TO UTILITY LATERALS REQUIRE GRINDING AND RESURFACING WITH 2" OF AC (SEE CASE IV, SHEET GENERAL NOTES FOR ALL TRENCH TYPES:
NO RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE IN THE FINISHED AC SECTION.
THE CITY CAN REQUIRE FULL DEPTH AC SECTION REPLACEMENT DEPENDING ON STREET CONDITIONS.
ALL DAMAGED OR REMOVED STRIPING, PAVEMENT LEGENDS, MARKERS, AND TRAFFIC SIGNAL LOOPS SHALL BE REPLACED.
MANHOLES, VALVES OR VAULTS IMPACTED BY THE AC IMPROVEMENTS SHALL BE LOWERED AND RAISED PER GREENBOOK, COA STD 205-1, 206, W-150, W-151 AND W-152
CONSTRUCT NEW CRUSHED MISC. BASE MAX 2" PARTICLE SIZE, TO A MIN. OF 4" THICK UP TO EXISTING ASPHALT BASE SECTION THICKNESS, WHICHEVER IS GREATER. COMPACT TO 95% OF RELATIVE DENSITY. NO CRUSHED MISC. BASE REQUIRED IF 1-SACK SAND/CEMENT SLURRY BACKFILL IS USED.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), LATEST APPROVED EDITION, INCLUDING SUPPLEMENTS, AND THE CITY OF ANAHEIM "SPECIAL PROVISIONS" AND "SUPPLEMENTS AND MODIFICATIONS" AS APPROVED BY CITY ENGINEER.
7. CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS CERTIFIED BY A GEOTECHNICAL ENGINEER.
TRENCH REPLACEMENT
ARTERIAL STREETS
REVISIONS STANDARD DETAIL
ANAHEIM No DATE No. DATE
A 02/07 B 06/07 132
C 02/08 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 1 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
LEGEND:
ARTERIAL STREETS ... TRENCH
ZZ GRIND 2" AND REPLACE WITH 2" AC.
-8 CASE I
LONGITUDINAL
(PARALLEL)
TRENCH CUT
& - OUTSIDE LANES
TRENCH RESURFACE (SEE CASE V) 15'
-
MIN
CASE II
LONGITUDINAL
(PARALLEL)
TRENCH CUT
INSIDE LANE
• TRENCH RESURFACE
15' 15' 15 15"
MIN MIN MIN MIN
15 15 TRENCH 15'
MIN MIN "MIN"
CASE III
TRANSVERSE
-
(PERPENDICULAR)
*-
TRENCH CUT
15 STOP _ MIN • TRENCH
OR MORE
15 15 LESS THAN 15' 15
TRENCH - 2" GRIND AND CAP
MIN MIN 60 MIN MIN
RESURFACE
CASE IV
SIGNIFICANT
TRENCH CUTS
& - LAINIA
15' 15 60' 60 - 15 | 15'
1-
MIN MIN OR MORE OR MORE MIN MIN
RESURFACE
MIN 12
2" AC ENTIRE 2"'
AC TRAVEL LANE
BIKE_LANE WIDTH CASEV
TRENCH 12 MIN 4 VAR 7
TRENCH CUT
VAR 1 NEAR GUTTER
- TRENCH
TRENCH LIMITS ADJACENT
TRENCH WITHIN BIKE LANE
TO BIKE/PARKING LANE
TRENCH REPLACEMENT
ARTERIAL STREETS
REVISIONS | STANDARD DETAIL
ANAHEIM No DATE No. DATE
A 02/07 B 06/07 132
C 02/08 D 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 2 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
PAVEMENT MORATORIUM
THREE (3) YEAR MORATORIUM FOR NEW PAVEMENT AND ONE (1) YEAR FOR SLURRY SEAL.
MORATORIUM PERIOD BEGINS AFTER NOTICE OF COMPLETION (NOC) HAS BEEN FILED.
FOR NOC DATES REFER TO PUBLIC WORKS WEB SITE.
REPAIRS DESCRIBED IN THIS STANDARD ARE FOR STREETS NOT UNDER MORATORIUM.
ANY TRENCHING IN STREETS UNDER MORATORIUM REQUIRES PRIOR APPROVAL FROM THE CITY ENGINEER.
IF APPROVED, EXTENSIVE PAVEMENT RESTORATION AND ITS LIMITS SHALL BE DETERMINED BY THE CITY ENGINEER
ASPHALT CONCRETE (AC) SECTION
12' WE TRENCH 1 OR LE OR LESS
MIN
-2" MIN
(VARIES
- CRUSHED MISC.
BASE
COMPACTION (MIN 95%), BACKFILL & BEDDING
TO FOLLOW THE LATEST APPROVED REFER TO THE
GREENBOOK, OR APW STD. APU STD W-180
(OPTION 1 SACK SAND/CEMENT & CU1600-4 FOR
SLURRY BACKFILL) BEDDING REQUIRED
IN PIPE ZONE
LOCAL ROAD ASPHALT CONCRETE (AC):
SECTION Finish Course: C3 PG 64-10 (NO RAP)|
NOTES: Base Course: B2 PG 64-10
J-REPLACEMENT OF ASPHALT CONCRETE SECTION OVER THE TRENCH SHALL BE A MINIMUM OF 1' THICKER THAN EXISTING AC SECTION.
(2)-GRIND A MINIMUM 2" FOR WIDTH OF TRENCH AND MINIMUM 12" ON EACH SIDE OF TRENCH (T-CUT). 3 BE GROUND AND RESURFACED THE OF AU TO THE EDGE OF THE OUTER) CURB EXISTING PAVEMENT SHALL GENERAL NOTES FOR ALL TRENCH TYPES:
1. NO RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED IN THE FINISHED AC COURSE
2. THE CITY CAN REQUIRE FULL DEPTH AC SECTION REPLACEMENT DEPENDING ON STREET CONDITIONS.
3. ALL DAMAGED OR REMOVED STRIPING, PAVEMENT LEGENDS, MARKERS, AND TRAFFIC SIGNAL LOOPS SHALL BE REPLACED
4. MANHOLES, VALVES OR VAULTS IMPACTED BY THE AC IMPROVEMENTS SHALL BE LOWERED AND RAISED PER GREENBOOK, COA STD 205-1, 206, W-150, W-151 AND W-152.
5. CONSTRUCT NEW CRUSHED MISC. BASE MAX 2" PARTICLE SIZE, TO A MIN. OF 4" THICK UP TO EXISTING ASPHALT BASE SECTION THICKNESS, WHICHEVER IS GREATER. COMPACT TO 95% OF RELATIVE DENSITY. NO CRUSHED MISC. BASE REQUIRED IF 1-SACK SAND /CEMENT SLURRY BACKFILL IS USED.
6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' (GREENBOOK), LATEST APPROVED EDITION, INCLUDING SUPPLEMENTS, AND THE CITY OF ANAHEIM "SPECIAL PROVISIONS" AND 'SUPPLEMENTS AND MODIFICATIONS" AS APPROVED BY CITY ENGINEÉR.
7. CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS CERTIFIED BY A GEOTECHNICAL ENGINEER.
TRENCH REPLACEMENT
LOCAL STREETS - LESS THAN 650'
REVISIONS STANDARD DETAIL
ANAHEIM No DATE No. DATE
A 02/07 B 06/07 132
C 02/08 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 3 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
PAVEMENT MORATORIUM
THREE (3) YEAR MORATORIUM FOR NEW PAVEMENT AND ONE (1) YEAR FOR SLURRY SEAL.
MORATORIUM PERIOD BEGINS AFTER NOTICE OF COMPLETION (NOC) HAS BEEN FILED.
FOR NOC DATES REFER TO PUBLIC WORKS WEB SITE.
REPAIRS DESCRIBED IN THIS STANDARD ARE FOR STREETS NOT UNDER MORATORIUM.
ANY TRENCHING IN STREETS UNDER MORATORIUM REQUIRES PRIOR APPROVAL FROM THE CITY ENGINEER.
IF APPROVED, EXTENSIVE PAVEMENT RESTORATION AND ITS LIMITS SHALL BE DETERMINED BY THE CITY ENGINEER
ASPHALT CONCRETE (AC) SECTION
C/L
TRENCH 12" TRENCH 12"
MIN MIN
-2" MIN -2" MIN
VARIES - CRUSHED MISC.
VARIES BASE. 4"
MIN
CRUSHED MISC.
BASE 4" MIN. COMPACTION(95% MIN), BACKFILL &
BEDDING TO FOLLOW THE LATEST
APPROVED GREENBOOK, OR APW STD.
REFER TO THE
(OPTION 1 SACK SAND/CEMENT
APU STD W-180
SECTION A & CU1600-4 FOR SLURRY BACKFILL) SECTION B
PAVEMENT CONDITION 60 BEDDING REQUIRED PAVEMENT CONDITION 60
IN PIPE ZONE
NOTES: OR GREATER OR GREATER
REPLACEMENT OF ASPHALT CONCRETE SECTION OVER THE TRENCH SHALL BE A MINIMUM OF 1" THICKER THAN EXISTING AC SECTION. ASPHALT CONCRETE (AC):
-WHEN PCI IS 59 OR LESS, GRIND AND RESURFACE MINIMUM 2" FOR Finish Course: C3 PG 64-10 (NO RAP) MINIMUM HALF WIDTH (TO CENTERLINE) INCLUDING TRENCH (T-CUT).
Base Course: B2 PG 64-10
WHEN PCI IS 60 OR GREATER, GRIND AND RESURFACE MINIMUM 2" FOR WIDTH OF TRENCH AND MIN 12" ON EACH SIDE OF TRENCH (T-CUT).
LOCAL STREETS WITH PCI LESS THAN 59
Minimum Pavement Half Width -Centerline
Restoration Width 2" GRIND AND
SEAL PER GREENBOOK. (Including Trench)
RESURFACE
GENERAL NOTES FOR ALL TRENCH TYPES:
NO RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED IN THE FINISHED AC SECTION.
THE CITY CAN REQUIRE FULL DEPTH AC SECTION REPLACEMENT DEPENDING ON STREET CONDITIONS.
ALL DAMAGED OR REMOVED STRIPING, PAVEMENT LEGENDS, MARKERS, AND TRAFFIC SIGNAL LOOPS SHALL BE REPLACED.
MANHOLES, VALVES OR VAULTS IMPACTED BY THE AC IMPROVEMENTS SHALL BE LOWERED AND RAISED PER GREENBOOK, COA STD 206, W-150, W-151 AND W-152.
CONSTRUCT NEW CRUSHED MISC. BASE MAX 2" PARTICLE SIZE, TO A MIN. OF 4" THICK UP TO EXISTING ASPHALT BASE SECTION THICKNESS, WHICHEVER IS GREATER. COMPACT TO 95% OF RELATIVE DENSITY. NO CRUSHED MISC. BASE REQUIRED IF 1-SACK SAND/CEMENT SLURRY BACKFILL IS USED.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), LATEST APPROVED EDITION, INCLUDING SUPPLEMENTS, AND THE CITY OF ANAHEIM "SPECIAL PROVISIONS" AND "SUPPLEMENTS AND MODIFICATIONS" " AS APPROVED BY CITY ENGINEER.
7. CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS CERTIFIED BY A GEOTECHNICAL ENGINEER. http://www.anaheim.net/DocumentCenter/View/28927/Pavement-Condition-Index-PCl-Maps
TRENCH REPLACEMENT
LOCAL STREETS - EXCESS OF 651'
REVISIONS STANDARD DETAIL
ANAHEIM No DATE No. DATE
A 02/07 B 06/07 132
C 02/08 D 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 4 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
LOCAL STREETS
NOTES:
• GRIND 2" AND REPLACE WITH 2" AC TRENCH
T-CUT.
GRIND 2" AND REPLACE WITH 2" AC.
PAVEMENT CONDITION INDEX (PCI) GREATER THAN 60:
SLURRY SEALED (TYPE I) - CURB TO CURB
IF PAVEMENT CONDITION INDEX OF STREET IS 60 OR GREATER CLEAN & CRACK SEAL BEFORE APPLYING PER THEN SLURRY FROM GUTTER TO GUTTER. GREENBOOK.
CASE VI
TRENCH CUT
LOCAL STREETS
15' 15' EXCESS 650'
) TRENCH-EXCESS OF 650' MIN
MIN
CASE VII
TRENCH CUT
IN CUL DE SAC
15 TRENCH-EXCESS OF 650'
PAVEMENT CONDITION INDEX (PCI) LESS THAN 59: LOCAL STREETS WITH PCI LESS THAN 59 IF PAVEMENT CONDITION INDEX OF STREET IS 59 OR LESS Minimum Pavement Half Width -Centerline THEN CONSTRUCT A 2' Restoration Width
(Including Trench) 2" GRIND AND RESURFACE
CENTERLINE (HALF WIDTH).
CENTERLINE (CL)
HALF WIDTH CASE VIII
TRENCH CUT
LOCAL STREETS
15 EXCESS 650'
15 MIN MIN
15' - MAINLINE
15 TRENCH
MIN MIN CASE IX
TRANSVERSE
(PERPENDICULAR)
TRENCH CUT
15' 15'
MINI MIN
15' 15'
MIN MIN CENTERLINE (CL)
HALF WIDTH
CASE X
60' OR MORE
TRENCH CUT
IN CUL DE SAC
PCI MAP VISIT:
http://www.anaheim.net/DocumentCenter/View/28927/Pavement-Condition-Index-PCl-Maps
TRENCH REPLACEMENT
LOCAL STREETS - EXCESS OF 651'
REVISIONS STANDARD DETAIL
ANAHEIM No. DATE No. DATE
A 02/07 B 06/07 132
C 02/08 D 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 5 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
PAVEMENT MORATORIUM
THREE (3) YEAR MORATORIUM FOR NEW PAVEMENT AND ONE (1) YEAR FOR SLURRY SEAL.
MORATORIUM PERIOD BEGINS AFTER NOTICE OF COMPLETION (NOC) HAS BEEN FILED.
FOR NOC DATES REFER TO PUBLIC WORKS WEB SITE.
REPAIRS DESCRIBED IN THIS STANDARD ARE FOR STREETS NOT UNDER MORATORIUM.
ANY TRENCHING IN STREETS UNDER MORATORIUM REQUIRES PRIOR APPROVAL FROM THE CITY ENGINEER.
IF APPROVED, EXTENSIVE PAVEMENT RESTORATION AND ITS LIMITS SHALL BE DETERMINED BY THE CITY ENGINEER
PORTLAND CEMENT CONCRETE (PCC) SECTION
VARIES VARIES VARIES NOTES:
2) 36" MIN. CONSTRUCT NEW PCC PAVEMENT SHALL MATCH EXISTING
CONCRETE THICKNESS
MINIMUM 12". THE EXACT LIMITS FOR REMOVAL SHALL BE
DETERMINED BY THE CITY ENGINEER. IF THE TRENCH
EXCAVATIONS ARE LESS THAN 5' APART OR LESS THAN 3'
FROM A CONCRETE CURB, GUTTER OR EXPANSION JOINT, THE
RESTORATION SHALL BE CONTINUOUS BETWEEN EXCAVATIONS
AND/OR THE EDGE OF GUTTER.
SAWCUTTING IS REQUIRED AROUND THE PERIMETER OF THE
CRUSHED FINAL EDGE OF ALL EXCAVATIONS TO PROVIDE CLEAN, COMPACTION (95% MIN), MISC. BASE
BACKFILL & BEDDING VERTICAL SIDES.
4" MIN.
TO FOLLOW THE LATEST ½" X 24" LONG SMOOTH EPOXY COATED STEEL DOWELS AT APPROVED GREENBOOK, 24" O.C. AT EXPANSION JOINTS (TYPICAL).
OR APW STD.
(OPTION 1 SACK SAND/ REFER TO THE APU STD W-180 & CU1600-4
CEMENT SLURRY BACKFILL) FOR BEDDING REQUIRED IN PIPE ZONE
ASPHALT CONCRETE (AC) & PORTLAND CEMENT (PCC) CONCRETE SECTION TRAVEL LANE (TYP) NOTES:
1 ASPHALT CONCRETE SECTION SHALL MATCH EXISTING
VARIES ASPHALT THICKNESS.
_ 12"_ VARIES. VARIES 12"-
MIN. 12" MIN. 36" MIN 12" MIN MIN - P.C.C. PAVEMENT SECTION SHALL MATCH EXISTING
CONCRETE THICKNESS
(3) _ SAWCUTTING IS REQUIRED AROUND THE PERIMETER OF
THE FINAL EDGE OF ALL EXCAVATIONS TO PROVIDE
CLEAN, VERTICAL SIDES.
-Y" X 24" LONG SMOOTH EPOXY COATED STEEL DOWELS
AT 24" O.C. AT EXPANSION JOINTS (TYPICAL).
GENERAL NOTES:
CRUSHED MISC. BASE - 1. IF ANY TRAVEL LANE IMPACTED BY THE TRENCH IS ADJACENT TO 4" MIN. EITHER A BIKE LANE OR A PARKING LANE, THE PAVEMENT SHALL BE GROUND AND RESURFACED WITH 2" OF AC TO THE EDGE OF THE
COMPACTION (95% MIN), GUTTER (SEE CASE I, II OR V ON SHEET 2).
BACKFILL & BEDDING TO
2. FOR TRANSVERSE (PERPENDICULAR) TRENCHES, GRINDING AND FOLLOW THE LATEST APPROVED RESURFACING WITH 2" OF AC SHALL EXTEND 15' BEYOND LIMITS OF
REFER TO THE
GREENBOOK, OR APW STD. EACH SIDE OF THE TRENCH (SEE CASE III, SHEET 2 OF 8) (OPTIONAL 1 SACK APU STD FOR 3. SIGNIFICANT PAVED CUTS DUE TO UTILITY LATERALS REQUIRE GRINDING
BEDDING
SAND/CEMENT SLURRY AND RESURFACING WITH 2" OF AC (SEE CASE IV, SHEET 2).
BACKFILL.) REQUIRED IN 4. CONCRETE STRENGTH SHALL BE 560-C-3250 MIN., WITH HIGH EARLY
PIPE ZONE STRENGTH PCC FOR OPENING LANES TO TRAFFIC (PCC SUBMITTAL
AND PCC CYLINDER TESTING FOR COMPLIANCE REQUIRED) AS
ASPHALT CONCRETE (AC): REQUIRED BY ENGINEER OR INSPECTOR.
Finish Course: C3 PG 64-10 (NO RAP)
TRENCH REPLACEMENT
ALL STREETS - CONCRETE SECTIONS
REVISIONS STANDARD DETAIL
ANAHEIM No. DATE No. DATE
A 02/07 B 06/07 132
C 02/08 D 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 6 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
MEDIAN/OPEN AREAS SECTION
REPLACE MEDIAN IMPROVEMENTS
REPLACE ALL DAMAGED HARDSCAPE,
PROTECT IN PLACE LANDSCAPING/IRRIGATION IN-KIND.
BACKFILL SHALL BE NATIVE MATERIAL
PLACE IN 6" LIFTS AND
COMPACTED TO 80% RELATIVE
COMPACTION BY MECHANICAL METHODS
BACKFILL MAY BE ANY MATERIAL PER
THE LATEST APPROVED GREENBOOK
METHODS, SHALL BE FREE-DRAINING
GRANULAR MATERIAL HAVING A SANI
EQUIVALENT OF NOT LESS THAN 20
WHEN COMPACTION IS BY WATER,
DENSIFICATION METHODS AND SHALL
BE COMPACTED TO 90% RELATIVE
COMPACTION.
REFER TO THE APU STD W-180 & CU1600-4
FOR BEDDING REQUIRED IN PIPE ZONE
| TRENCH,
OR
PROPOSED FACILITIES EXCAVATION
NOTES:
FOR ALL SECTIONS: ALL TESTING, SHALL BE BY AN APPROVED SOILS TESTING COMPANY OR AGENCY PERMITTEE TO THE SATISFACTION OF THE CITY ENGINEER. CERTIFIED TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR.
TRENCH REPLACEMENT
MEDIANS
REVISIONS STANDARD DETAIL
A 02/07 B 06/07 132
C 02/08 D 09/18 5/5/22 5/5/22
• 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 7 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net
PAVEMENT MORATORIUM
THREE (3) YEAR MORATORIUM FOR NEW PAVEMENT AND ONE (1) YEAR FOR SLURRY SEAL.
MORATORIUM PERIOD BEGINS AFTER NOTICE OF COMPLETION (NOC) HAS BEEN FILED.
FOR NOC DATES REFER TO PUBLIC WORKS WEB SITE.
REPAIRS DESCRIBED IN THIS STANDARD ARE FOR STREETS NOT UNDER MORATORIUM.
ANY TRENCHING IN STREETS UNDER MORATORIUM REQUIRES PRIOR APPROVAL FROM THE CITY ENGINEER.
IF APPROVED, EXTENSIVE PAVEMENT RESTORATION AND ITS LIMITS SHALL BE DETERMINED BY THE CITY ENGINEER 24" MAX
24"
MAX
T
CURB & GUTTER CURB & GUTTER
SAW CUT POTHOLE - RANE LANE +450'
4" MIN. PLAN VIEW
CRUSHED MISC. BASE.
- COMPACTION, , BACKFILL & 6"-24"
BEDDING TO FOLLOW THE LATEST
APPROVED GREENBOOK, OR APW
STD. (OPTION 1-SACK
SAND/CEMENT SLURRY BACKFILL)
REFER TO THE APU STD W-180
& CU1600-4 FOR BEDDING TRAVEL
-
SECTION VIEW REQUIRED IN PIPE ZONE LANE
CORE DRILLING POTHOLE
PLAN VIEW SIDEWALK SIDEWALK
NOTES:
REPLACEMENT OF ASPHALT CONCRETE SECTION SHALL BE A MINIMUM OF 450' 1" THICKER THAN EXISTING OR MATCH EXISTING THICKNESS WHEN THE SECTION IS 16" OR MORE.
GRIND A MINIMUM 2" FOR FULL WIDTH OF ANY TRAVEL LANE IMPACTED. CUT (TYP) -
IF ANY TRAVEL LANE IMPACTED IS ADJACENT TO EITHER A BIKE LANE OR A PARKING_ LANE, THE PAVEMENT SHALL BE GROUND AND RESURFACED WITH 2" OF AC TO THE EDGE OF THE GUTTER (SEE CASE I, I| OR V ON SHEET 2).
AC ROAD TREATMENT
ROADWAY CUTS DISTANCE AC TREATMENT
ONE FULL LANE WIDTH
TWO OR MORE MORE THAN 450' FULL LANE WIDTH
ASPHALT CONCRETE:
TWO OR MORE LESS OR = 450' FULL LANE WIDTH AND FULL LENGTH OF PROJECT. Finish Course: C3 PG 64-10 (NO RAP)|
PAVEMENT REPAIR:
NO RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED IN THE FINISHED AC SECTION.
2. ROADWAY CUTS ARE CLASSIFIED AS THE FOLLOWING: PAVEMENT CORES,
3. WORK SHALL NOT BE GREATER THAN 24" WIDE, WORK GREATER THAN 24" WIDE SHALL BE CONSIDERED A TRENCH.
4. ROADWAY CUTS SHALL BE COMPLETED UTILIZING SAW-CUT OR CORE DRILLING METHODS.
5. REMOVED, OR DAMAGED EXISTING TRAFFIC STRIPING, SIGNAL LOOPS, MARKERS-REPLACEMENT SHALL BE REPLACED_IN-KIND.
6. GRIND 2" THICK A MINIMUM FOR TOTAL IMPACTED LANE WIDTH. LIMITS DETERMINED BY THE BEGINNING AND START OF PROJECT AND BY CITY ENGINEER.
7. SHALLOW CORE DRILLING 8" DIAMETER MAX (12" DEEP OR LESS) FOR PAVEMENT INVESTIGATIONS ARE NOT REQUIRED TO PAVE FULL LANE WIDTH. CORINGS CAN BE FILLED WITH
8. WHEN CUTS ARE WITHIN CONCRETE AREAS, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE FULL CONCRETE PANELS OR SECTIONS. CONCRETE STRENGTH SHALL BE 560-C-3250 MIN., WITH HIGH EARLY STRENGTH PCC FOR OPENING LANES TO TRAFFIC.
TRENCH REPLACEMENT
BORE PITS, POTHOLES AND CORING
REVISIONS STANDARD DETAIL
ANAHEIM No DATE No. DATE
A 02/07 B 06/07 132
C 02/08 09/18 5/5/22 5/5/22
E 10/21 F 05/22 CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE SHEET 8 OF 8
DEPARTMENT OF PUBLIC WORKS
www.anaheim.net