COUNTYCITY
CT
AVELAS PALMAS DRHATCHER PLASHLAND LN
OWEN ST
WAKE
SAN BENITOCTSAN BENITO ST
BASILECTCTSEA SHELLFARRALONCTST. HELENACOLOMA STLINCOLNCTROTHCHILDWESTSANTA MARIACTCTSTNOELKENOELKE
OASIS STMILAN CT
MCKINLEY CT
MCKINLEY DR
MEADE CT
EDISON AVEMILLER AVE
REMINGTON CTLAURAMORE CTLAURAMORE CT
BAY ST
CTMADERA
RD
RD
CHEROKEECAPECOD CT
BIG SUR
CT
CHESEBRO CTIVY AVE
HAWAII WAY
STUART WAY
WEST CONSTITUTION WAYWEST CONSTITUTION WAY
GRANT WAYBUNKER HILLTYLER LNSHERMAN PLBURNSIDE PLMCCLELLAN CT
CANYONWAY WAYEAST CONSTITUTION WAY
PLSLOCUMLONGSTREET LN
WHIPPLE STBENNING CTPLBULL RUN PLVICKSBURG PLSUFFOLK PLLAWRENCE PLDAY CANYON DRSUMTER STWILDERNESS WAYSHILOH WAYCUMBERLAND PLGETTYSBURG ST
AUGUSTA WAYSHERIDAN WAYHARPER PL
LEXUS LNIVY AVEINFINITI LN
CHENILLE CTPAISLEY LN
MEYER CANYON DRMEYER CANYON DRGRAND AVEGRAND AVE
OWEN STIVY AVE
DEL NORTE ST
BANANA AVE
SOUTH HERITAGE CIR
OWEN ST
SHARON CTNORTH HERITAGEKITTY HAWK
TRINITY STCIR
MCGUIREMISSOURI STTEXAS CT
IOWA LNTENNESSEE CTINDIANA CTOHIO LNNEVADA CTARIZONA STKANSAS CTARKANSAS AVEOKLAHOMA AVENEW MEXICO CT
LIBERTY
MADRAS CTPAISLEY LNVELVET LNCASHMEREMINT LNCLOVER CT
PKWY
CHERRY AVE
BASELINE AVE
FOOTHILL BLVDFOOTHILL BLVD
BASELINE AVE
FOOTHILL BLVD
TUTIONCONSTILOOPCT
DARTMOUTH CTCTCTOXFORD CTOXFORD ST
BANCROFT CTLA SALLE CTCHAMPLAIN CTLARKIN CTBETSY ROSSLAFAYETTE CT RD
PICO CTCHRYSTAL CTHANCOCK CTCOLUMBUS CTBALBOA CT
CTDRAKETAPIAWEST LIBERTY PKWY
HUNTINGTONCONSTITUTIONWEST
WHITNEYCT
OWEN ST
NATTY LN
COBBLESTONE CT
CHERRY AVE
EAST AVE
MILLER AVE
BAR HARBOR RD
LOOPWEST
CTLOOPEAST
REMINGTON CTLUCIALOOPEAST
IVY AVEVINE AVE
EAST LIBERTY PKWYFOOTHILL BLVDSANTA MARIA DRVENICE CTRIVIERA CTSAN TROPEZ CTMONACO STNAPLES CTPALERMO STCASABLANCA CTBANANA AVECAPRI CTSAN REMO CTTUSCANNY STMARBELLA STLOMAS CTPORTOFINO STSORRENTO STMORGAN CTTAPIA STWHITNEY STBARTON CTALEXANDER CTWILTSE CTSUNRISE STMULBERRY AVE CT
LEMMERICH CTCRAWFORD CTDOWD CTMC GREGOR CTBOWIE STJED SMITH STPARK LAWN CTSUMMER PLACE STSTREAM SIDE CTFREMONT STFRONTENAC CTLEWIS CTFREMONT ST
LARAMIE CT
CHESTNUT AVEEAST AVE
SIENA CTREDONDO CT
PLUMAS CTTUOLUMNE CTPLUMAS CTSTANISLAUS CTTICONDEROGA CTVALLEY FORGE CTGRAND AVEBANCROFT CTTICONDEROGA CT
OCEANCTANACAPA
MONTEREY STPOINT LOMA STPETERS STBASILEST. HELENA STSACRAMENTO ST
EASTYORKTOWN CT
SEA SHELL STSANTA FE STWEST LINCOLN LOOP RDYORKTOWN CTEL DORADO STVALLEY FORGE CTCATALINA CTCABRILLO CTBOSTON CT
TULARE CTARAPAHO STSIOUX
LIGHTHOUSE CTBALBOA CTCHEROKEE CTSAN GABRIEL CT
EAST YOSIMITE LOOP RDCABRILLO CTBETSY ROSS CTRICHARDLIGHTHOUSE CT
MORSE CANYON DRDRAKE STIROQUOIS STCTYOSEMITEMUIR STCTDOMINGUEZ CTKINGSCTBRANDON CTCORONA CTYOSEMITE
AMANDA STKLAMATHCTLANEDANSER CT
ST
SAN GORGONIO STPORTSMOUTHCROCKER CTFULTON STSTLASSEN ST
BANNING STSBCFCD
SUTTER CTHOADLY CT
MILLER AVE
SAND DOLLAR ST
CIR
EASTRIDEOUT CTQUAIL CTWILIAMSBURG PKWYMENDOCINO CTDOHENY CTCARYNSANTA
RODGERS CTFRANKLIN STLINCOLNLARKIN CT
WILLIAMSBURG PKWYEXETERPRINCETONEAST INDEPENDENCE WAYCHAMPLAIN CTLA SALLE CT
GRAND AVEDARTMOUTH CTCAMBRIDGE CTCT
BENNINGTON CTDODGE CT
YALE CTWEST INDEPENDENCE WAYBERKELEY CTGRAND AVEBERKELEY CTSTANFORDBENNINGTON CTCORNELL CTHARVARD CTDANA CT RD
AUBURN CT
BOSTON CT
DANA CTCHRYSTAL CTPICO CTHANCOCK CTCOLUMBUS CTLAFAYETTE CT
MCGUIRE AVECARNEGIE AVE
ROANOKE RDQUAIL CTHALE ST
EAST LIBERTY PKWY
ST
STANISLAUS CTTUOLUMNE CT
REDWOOD AVE
EDISON AVEHUMBOLT CTGENEVA CTPLACER ST
POINT REYES STOCEAN ST
PALMS AVEBUENA VISTA DR
UPLAND AVE
RESEDA AVEHEATHER AVEOWEN STOWEN STMONACO ST
GEORGIA CTALABAMA CT
CHERRY AVEBASELINE AVEKRISTA CTSANTA BARBARA CTCROCKETT CTDEL NORTE STSTARCATASTSTBODEGASTCTBASELINE AVEI-15 FREEWAYSTINSONCTHERITAGE CIRNORTH
SMITHFIELD CTMARYSVILLE PLWEBBCT
STCTCTZEPHYR STCTIVY AVELEXUS LNPASEO CTTAURUS AVE
FAIRHAVEN DRREVERE WAYWESTGATE
DRPL
WEST LIBERTYPKWYBEAR CREEKSILVERWOODLN
DAY CANYONDRWYNSTONE
IVY AVE
TIOGA
SUTTER CTMAREK CTSUNRISE STLOMAS CT
BURNS CT
ROTHCHILD STFORTROSSCTEAST CONSTITUTION WAY
SAN PEDRO STPOINT JUDITH ST
MADERA ST
ACURA CT
MERCEDES CTREGAL CT
DURANGO AVELEXUS LN
DODGE CT
MARSHALL CTHEMMINGWAYJAMESTOWN CIRCT
NEWCASTLE
AMERICANAWAY
COUNTYCITY
INDEX MAP
VICINITY MAPN
N
BASELINE AVE
SHEET 5SHEET 5
SHEET 6
SHEET 7SHEET 8SHEET 9
EAST AVE
FOOTHILL BLVD
CHERRY AVE
161718
7 1
32 13
11 654
8910
121415
TYPICAL SECTION 3FOR 74' WIDE CURB TO CURB ROADSWITH 104' TOTAL R/W TYPICAL SECTION 4FOR 74' WIDE CURB TO CURB ROADSWITH 104' TOTAL R/W TYPICAL SECTION 1FOR 74' WIDE CURB TO CURB ROADSWITH 104' TOTAL R/WTYPICAL SECTION 2FOR 74' WIDE CURB TO CURB ROADSWITH 104' TOTAL R/W TYPICAL SECTION 5FOR 74' WIDE CURB TO CURB ROADSWITH 120' TOTAL R/W TYPICAL SECTION 6FOR 74' WIDE CURB TO CURB ROADSWITH 120' TOTAL R/W TYPICAL SECTION 7FOR 62' WIDE CURB TO CURB ROADSWITH 80' TOTAL R/W TYPICAL SECTION 8FOR 62' WIDE CURB TO CURB ROADSWITH 80' TOTAL R/W AA
TYPICAL SECTION 9FOR 90' WIDE CURB TO CURB ROADSWITH 142' TOTAL R/WTYPICAL SECTION 10FOR 90' WIDE CURB TO CURB ROADSWITH 142' TOTAL R/W TYPICAL SECTION 11FOR 90' WIDE CURB TO CURB ROADSWITH 142' TOTAL R/WTYPICAL SECTION 12FOR 90' WIDE CURB TO CURB ROADSWITH 142' TOTAL R/W TYPICAL SECTION 13FOR 90' WIDE CURB TO CURB ROADSWITH 142' TOTAL R/W
CURB RETURN ACCESS RAMP
SECTION "A-A"
CURB RETURN ACCESS RAMP(MODIFIED)
SECTION "B-B"
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
105+00106+001+002+003+004+005+006+007+008+009+0010+0011+00 78+0079+001+002+003+004+005+006+007+008+00
0 SCALE 1:404080N
710
1 MULBERRY AVEFOOTHILL BLVDW LIBERTY PKWY
BANANA AVEE LIBERTY PKWY
104'52'74'24'22.5'1111 71018 18
1 104'52'74'26'24.5'
18 18FOOTHILL BLVD
16A
1618
71 1110
16A44'
1848'
48+0049+0011+0012+0013+0014+0015+0016+0017+0010+0099+00100+00101+00 0 SCALE 1:404080N
MILLER AVEEAST AVEW LIBERTY PKWY
CITY OF FONTANACITY OF RANCHO CUCAMONGA710 18120'68'74'24'22.5'24'16B16B16C 16D 16C16D 161871
10 38'
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00 11+0012+0013+00
9+0010+00
8+007+00
101+00102+00103+00104+00105+00106+00 100+0099+00
0 SCALE 1:404080N
80'38'62'26'24.5'33'
BASELINE AVE
S HERITAGE CIRW LIBERTY PKWY142'71'
26'24.5'
11 11
MATCHLINE - SEE SHEET 9
710
710
710
11 112
1 1
26'
6 7
12 1161090'48'46'26'
12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+001+002+001+002+00 0 SCALE 1:404080N
142'71'90'26'24' 90'38'26'24.5'36.5'S HERITAGE CIRW GRAND AVEE GRAND AVE710 1 11 1 1 1
1 71071011MATCHLINE - SEE SHEET 8MATCHLINE - SEE SHEET 10 71 1110
LIBERTYCTEASTMENDOCINO CTDOHENY CTDARTMOUTH CTCAMBRIDGE CT 25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+00182+00183+00184+00185+00186+00 119+00120+00121+00122+00123+00124+00125+00
0 SCALE 1:404080N
MATCHLINE - SEE SHEET 9
142'71'90'37'26'35.5'24.5'
142'71'90'39'37' BASELINE AVES HERITAGE CIRE LIBERTY PKWY
35.5'37.5'1
1 11710
7 1
11610