CURTIS AVE
SIERRA LAKES PKWYMALOOF AVEKNOX AVECOOPER AVECATAWBA AVE
WAYWAYLNANDREWSROOSEVELTARLINGTONAMERICANELESA WAYBRIANNE LNISABEL LNCTGRETCHENWAYJOCELYNDRJEANETTE
STCTNEWELLCTKIRSTENVANESSA WAYDRCHANTEL
ROCHELLECURTISAVEHETTY
ST
CLEARSPRINGFOREST
BEECH AVEPINTAIL WAYBRANTCADWALL WAYWAYCANVASBACKMALLARD LNREDHEAD WAYWAYROSSLYTLE CREEK RDWOOD DUCK STWAYWIDGEONSIERRA LAKES PKWY
ALPENLN
CORIWAYDULCINEA LN
KNOX AVE
LYTLE CREEK RDMORGAN HILL CTSUNDAY PEAKBREWER LNWAYBALD EAGLE DRJEPSONCT
LILY ROCK DRPLCONE PEAK
DR
DOBBS PEAK LNRED SPUR CTLOST HORSEMOUNT ISLIP PLCLEGHORN CTBIG PINE DRCOLE POINT LN
AINSDALEWAYOAK HILL
WAY
INDEX MAP
VICINITY MAPN
N
SHEET 5
CURTIS AVELYTLE CREEK RD
CITRUS AVEKNOX AVECURTIS AVEKNOX AVELYTLE CREEK RDBEECH AVE
SUMMIT AVESUMMIT AVE
SIERRA LAKE PKWYSIERRA LAKE PKWYSR-210 FREEWAY
6' SHOULDERBACKINGEX GROUND10:1 MAX30°SAFETY EDGESAFETY EDGE AND SHOULDER BACKING DETAIL *TO BE USED WITH OR WITHOUTREDWOOD HEADER
STD. PLAN NO.CITY OF FONTANAOFSHT100813CIVILNo. 51152STATE OF CALIFORNIAREGISTERED PROFESSIONAL ENGINEERRICARDOVALOSAND ROADWAY REPAIRANDTRENCH BACKFILLRICARDO SANDOVALCITY ENGINEERAPPROVED BY:DATEREVIEWED BY:DRAWN BY:
COMPACTED 95%3" MAX. SIZE NATIVE SOIL,
C2-PG XX-10, HOT MIX A.C. MIN 2" (SEE NOTE 7)
12"
MIN.12"WEXISTING A.C.
W = O.D. + 12" MIN.4" MIN.LEGEND :W = TRENCH WIDTHO.D. = OUTSIDE DIAMETEROF PIPE 2'
O.D. +24" MAX.
B-PG XX-10, HOT MIX A.C. (SEE NOTE 7)(4" MIN. THICKNESS)MATCH EXIST. PAVEMENT + 1"2" A.C. COLD MILL BEDDING MATERIAL, COMPACTED90%, SHALL BE IN ACCORDANCEWITH NOTE NO. 5 MIN.2'
BASE COURSESURFACE COURSE
1'' TRENCH BACKFILL, COMPACTED90%, SHALL BE IN ACCORDANCEWITH NOTE NO. 4
FULL LANE WIDTH (TO NEAREST STRIPING)
O.D.
3/8" LIP
SEE SHEET 3 OF 3 FOR NOTES
STD. PLAN NO.CITY OF FONTANAOFSHT100823CIVILNo. 51152STATE OF CALIFORNIAREGISTERED PROFESSIONAL ENGINEERRICARDOVALOSAND ROADWAY REPAIRANDTRENCH BACKFILLRICARDO SANDOVALCITY ENGINEERAPPROVED BY:DATEREVIEWED BY:DRAWN BY:
PAVEMENT REPAIRS AT INTERSECTIONSGRIND & OVERLAYGENERAL NOTES :
STD. PLAN NO.CITY OF FONTANAOFSHT100833CIVILNo. 51152STATE OF CALIFORNIAREGISTERED PROFESSIONAL ENGINEERRICARDOVALOSANDRICARDO SANDOVALCITY ENGINEERAPPROVED BY:DATEREVIEWED BY:DRAWN BY:
1.THIS STANDARD DRAWING SHALL APPLY TO ANY AND ALL ROADWAY PAVING REPAIRS INCLUDING, BUT NOT LIMITED TO,THOSE RESULTING FROM SUBSURFACE UTILITY LOCATING SERVICES.2.PRIOR TO PLACEMENT OF PERMANENT PAVING, THE EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE. ALLPAVEMENT JOINTS/CRACKS WITHIN 4' OF THE TRENCH, OR AS DIRECTED BY THE CITY ENGINEER, SHALL BE REMOVED ANDREPLACED. ANY LOOSE OR UNSTABLE ASPHALT ADJACENT TO THE NEW PAVEMENT SHALL BE REMOVED AND REPLACED.3.ALL EXCAVATION SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER SET FORTHIN OPERATIONS, RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.A COPY OF THE CAL OSHA EXCAVATION PERMIT, IF APPLICABLE, SHALL BE FURNISHED TO THE PROJECT INSPECTION PRIORTO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE WITH CITY STD. NO. 1009.4.PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, BACKFILL COMPACTION REPORTS, FOR 6" MAX. NATIVE SOIL, SHALL BEVERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. IN LIEU OFCOMPACTION TESTING, CONTRACTOR MAY USE 1-SACK PCC SLURRY BACKFILL OR CONCRETE CLASS 100-E-100.5.BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED MISCELLANEOUS BASE OR NATIVE FREE-DRAINING GRANULARMATERIAL HAVING A MIN. SAND EQUIVALENT OF 30.6.PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF THE EXCAVATION. TEMPORARY ASPHALT, MIN. 2" THICK,SHALL BE COMPACTED AND PLACED FLUSH, USING A STEEL WHEEL ROLLER OR OTHER COMPACTION DEVICE, TO PROVIDEA SMOOTH TRAVEL SURFACE UNTIL THE PERMANENT REPAIR, OR AS DIRECTED BY THE CITY ENGINEER. TEMPORARYASPHALT PAVEMENT SHALL BE MAINTAINED UNTIL PERMANENT PAVEMENT IS IN PLACE.7.PG 64-10 HOT MIX A.C. IS TO BE USED ON RESIDENTIAL STREETS AND PG 70-10 HOT MIX A.C. SHALL BE USED ON MAJOR ANDCOLLECTOR STREETS.8.ANY TRENCH THAT EXTENDS INTO ANY LANE, TRANSVERSELY OR LONGITUDINALLY, SHALL REQUIRE A COMPLETE GRINDAND OVERLAY FOR THE WIDTH OF THE AFFECTED LANE(S). ALL TRENCHES EXTENDING INTO THE LANE(S) TRANSVERSELYSHALL REQUIRE A GRIND AND OVERLAY EXTENDING 10 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF THE TRENCH.9.IF THE NEW TRENCH REPAIR LIMITS LIE WITHIN A PREVIOUSLY REPAIRED AREA OF PAVEMENT, THE PROPOSED REPAIRLIMITS WILL NEED TO BE EXTENDED TO COVER THE PREVIOUSLY REPAIRED AREA, OR AS DIRECTED BY THE CITY ENGINEER.10.ADDITIONAL COLD MILLING WILL BE REQUIRED TO CONNECT MULTIPLE TRENCHES THAT ARE SERVING THE SAME PARCEL.11.IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR/PERMITTEE WILL BE NOTIFIED AND DIRECTED TO REMOVE, REPLACEAND REMEDY THE WORK. UPON FAILURE OF THE CONTRACTOR/PERMITTEE TO PROMPTLY COMPLY, UNDER ORDER OF THECITY ENGINEER, THE TRENCH SHALL BE REMEDIED, REMOVED, REPLACED AT PERMITTEE'S SOLE EXPENSE.12.POTHOLE REPAIRS RESULTING FROM SUBSURFACE UTILITY LOCATING SERVICES SHALL BE REPAIRED IN ACCORDANCE WITHTHIS STANDARD.13.ALL POTHOLES / SERVICE CUTS / ETC. SHALL BE BACK FILLED WITH A 1-SACK SLURRY, 100-E-100, OR AS SPECIFIED BY THECITY ENGINEER.14.ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OFASPHALT EMULSION.15.CONTRACTOR SHALL AVOID TRACKING TACK MATERIAL ONTO EXISTING PAVEMENT SURFACES. ANY TACK MARKINGS LEFTON THE STRIPING AND/OR PAVEMENT SHALL BE CLEANED UP AT THE CONTRACTOR'S EXPENSE. ALL TACK AND USAMARKINGS SHALL BE REMOVED WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. CLEANUP SHALL NOT SCAR THEPAVEMENT. IF CONTRACTOR FAILS TO CLEAN UP THE MARKINGS, A TYPE II SLURRY SEAL SHALL BE USED.16.ALL DISTURBED/DAMAGED STRIPING AND MARKINGS SHALL BE REPLACED IN KIND AS DIRECTED BY THE CITY ENGINEER.
ROADWAY REPAIRANDTRENCH BACKFILL
AA
TYPICAL SECTION 1FOR 23' WIDE EOP TO EOP ROADSWITH 50' TOTAL R/WTYPICAL SECTION 2FOR 36' WIDE CURB TO CURB ROADSWITH 50' TOTAL R/WTYPICAL SECTION 2FOR 36' WIDE CURB TO CURB ROADSWITH 50' TOTAL R/WTYPICAL SECTION 4FOR 30' WIDE EOP TO CURB ROADSWITH 50' TOTAL R/W
CURB RETURN ACCESS RAMP
SECTION "A-A"
CURB RETURN ACCESS RAMP(MODIFIED)
SECTION "B-B"
106+00107+001+002+003+004+005+006+007+008+009+0010+0011+00 106+00107+0011+0012+0013+0014+0015+00
0 SCALE 1:404080N
MATCHLINE - SEE BOTTOM RIGHT
MATCHLINE - SEE TOP LEFT
MALOOF AVE
CURTIS AVE
SIERRA LAKES PKWY
MALOOF AVE
23'10'13'36'15'21'23'10'13'36'15'21'
36'18'18'30'10'20'
50'25'25'