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ROADWAY PAVEMENT STRUCTURAL SECTIONS
STREET
CLASSIFICATION
MIN.VLIM
TRAFFIC
INDEX
ai
REFERANCE
STANDARD
DRAWING
' NUMBER
M:N:MUWA AC
?AVEME4T
SECTION
MINIMUM AC
FULL -DEPTH
SECTION
0
MINIMUM PCC
PAVEMENT
SECTION
ALLEY 0
"A"
8' CURS
N/A
4- AC / 6' CAB
5' AC
N/A
LOCAL STREET 0
5.5
1051. 1352
4' AC / 6" CAD
6' AC
7' PCC / 6' CAB
LCCAL INDUSTRIAL
STREET Q/
COLLECTOR STREET
5
1053. 1054
6" AC / 6' CAB
8' AC
8' PCC / 6' CAB
MINOR ARTERIAL/OTHER
PRINCIPAL ARTERIAL
10
1055* 1055,
1057
r AC / 8' CA8
l0' Ac
9' PCC / 6- CAB
OTHER PRINCIPAL.
ARTERIAL/ TRUCK
ROUTES
12
1058. 1059,
1060. 1061
5' AC / 10' CAB
12' AC
1C. PC` / 6' CAS
NOTES
O PAVEMENT STRUCTURAL SECTION SHALL BE LND:GATED ON THE CONSTTWJCTION PLANS ANI) SHALL BE DETERMINED
BY A S. TEST UTIL21NG THE TRAFFIC 9.13EX PROVIDED BY 114E OTY ENGINEER AND A YAx:Trwl R -VALUE OF 50,
Y THE RECOMMENDED STRUCTURAL SECTION DIFFERS FROM THIS STANDARD C RANN , THE THICKER SEC 1ICN OF
THE TWO SHALL BE CONSTRUCTED.
FULL -DEPTH AC SECTION MAY ONLY BE USE FCR TRENCH REPAIRS WTH A 4AX1MLIA WIDTH OF 12" AS
ACCEPRAELE 7D THE CITY INSPECTOR. OTHER APPIJCATIONS ARE SJ8.ECT TO TIME APPROVAL OF THE CITY
ENGINEER.
THS STANDARD CRAW240 APPUES TO BOTH PUBLJC AND PRIVATE STRUTS DESS OTHERArSE APPROVED BY THE
OTY ENGINEER.
MLNDLD:
59059 (CPEA
RA 1.1tiD LBC``��A�..3�AItr �iI4 DryN ue artM-�
GREY
CFSCR+PTICN BY !Nan !DEE
CITY OF ONTARIO
MINIMUM PAVEMENT
STRUCTURAL SECTIONS
STANDARD
DRAWING
NUMBER
1011
NEN' AC SHALL
BE A MINIMUM
cc 1' THICxER
THAN EK STING
LEGEND
6' MIN.
MST NS AC
SCARIFY ANO COMPACT PSICR
TO P_AC94S CAL M NIM JM 93
COMP AC TION.
V /.
PAVEMENT REMOVAL
ASPHALT CONCRETE (AC)
CRUSHED AGGREGATE EASE
(CAE)
NOTES
2" GR;ND k OVERLAY SEE AG -E
A :E NOTES 1®&
MIN1 -'d+ 2; M N. 11:.‘411
"a+ 6 MAX. I
ACC
d . A.
•
f
L
hi
ti
EXISTING AC
SEE Nom O
052 SUE.SRAXE COMFACTON
SEE NOT
9cx COMPACTION
PIPE ZDV - 9C% COMPACTION NIh
SEE NOTE
SEL NDTE I
(FOR SET1.F+ BLCDING DETAILS
SEE STD. 7104 AND 2'105)
CI ErtS11NG PAVETKNI SHALL 9E WHET` GT D4 SAW CIT & RFM3Nt;r AT 'HE acini or CIMEIr5t0N 'A'. THE DEPTH Or THC REMOVAL SHALL TTE
THE FALL DEAD- PLUS TE massuY EXCAVA'IDN 1CR 11-1 NEW PAVEIEhT :EC'TIIFI A5 REGUI*EC By NOTE t HLI*Lar..
( FOR LONGTJCIha. TRI.Hrts OAK 1:0 Pr LLNCTM. A MINIMUM 10' wce. 2' CP*Q A•C1 OVE5LAT 15 REDJP.ED
10 THE PIPE ICAC 1110'H SHALL 5C A MNwrt,M OF 12- PLLS THE PI,tE DIAMETER AND THE VAXPMLMI 05 IB' PLUS THE PF( CA&ETR, w
ACCORDANCE WTH THE STA.NOAR3 rt''ECr;.A'IONS TOR P.SIJC WORKS CONS'RJCTION (MEN soc. .
V B1301NG MATERIAL SHALL Tlf USED ow/1 114E SAND EWA/ALDO OF T.( NAIVE MATERIAL I5 LESS THAN 30 11.3 SQ1CIFR•D IN THE FRWECT
PLANS AND SPECIFICATO'sS CR A5 APPROVED B" THE CITY ENGI IEE*
10 INITIAL IACKFLL MATER'AL SHAD. BE OF SELECT MATERIAL A3 SPECF.E2 Ad TME PROJECT PLANS AAO SMtCx1CA1cIN5 CN AS AWPNCVED BY THE
CITY ENGINEER 1111101 BACKFILL SHALL BE COMPACTED TO 30x MIN A TESTED TEST SHALL BE APPROVED BY T•C GEC'ECHNICA- ENI3hETR ANC
T -C CITY ENGINEER MGR 10 ANAL BAaOIL.
▪ rINAL BACKI1 , S MALL BE SELECT MATERIALS SPECCED PI THE PRD.ECT PLAti5 AND SPECIW1CA11CNS CR NAPA 5 XIERMINED BT T ( GTY TD
BE ACr1•TAF..E A140 CCMPACTED AS'OTLDHEREON CCIMPA-:11424 TE3 3 SKILL 51 APPROVED BY THE Orr ENGNEER PRIOR TO PLACEMENT CP
c.*_ 1
• CRJ9.E3 AGGRE:.4TE BASE KA!) SHALL BE IN ACCONSANCE Mr'H 5ECnON 220-2.2 GIF T'E STANDATO SPCOF1CATTCNS FOR PJBJC WORKS
CONSTRt1C110N rGRa' ) MO 5001: BE COMPACTED A TE'5'5 AP'4/'VED MON 70 PLAXYEr':T OF A.C.
• Ast4'Aa.T CONUIETE (AC) SPALL BE REPLAC(5 >M w,0 (9 PC 70- 10 CR 5-AHRAI-CC-FC 54-t54 AND P. ACrCR;ANCE NTH ScCTO.S 2C.3-06
AND 253-11 Or THE stAN3AR7 SPECfIcAno's FOR " .cC ICBMs CONSTR.111104 ('CREEhaQCK') OR AS APPTIMED BY 14E OTY ENGINEER_
CDMPACnOM T5'S 54AL- DE TAKEr OYER• 300', MWMUM OF 1 PER LOCATIDM
O TRENCHES TPICH ARE 30' lid DEPT*. ON LESS *HOW M 15DT14 oR LESS SMALL SL BA0*LLLD 'MTH -SACK CEMEN- SWAY
9 5. THE (% 14T '11LP4 1 51.1. FArLURE. TRENCH UMTS MAY BE EXTENDED AS DE-ERM+'(3 BT 1•'( OTT ENCTNE1R. AJDITCNAA BACKFILL
REGU *CME.TS MAT 91 REO ED. 1' AC/CAB 'NTNG' SHALL BE LCCA -TO FROM FARTHEST LIMIT OF TRENCH ON TRENCH PA.. FALURE AS
3CTCRMhE3 Br THE UTT [NONCE*.
• FU.L AC REPLACCMENT tJf AE ASPHALT BE'WELN 144 TREh0H AND TM1 Cute OR C1„1TER you 5E no. RED FDR ANI' TRENI> mutt THE
PAVEMENT REMOVAL IS %MTHM 3 Or CAS CR CUTER.
• REMOVAL OF 5 OF MIRE SEPARATE AREAS OF PANEMD+T MTN,. A 150' LANG IUDN.A . LENI;F. D1 STREET SHALL REWIRE A TYPE N SLJRRY
SEAL E115NDL0 3' (*POND THE LUIS CF THE OUTERMOST PAVEMENT REMOYA-
T-IERE IS A 3 11,A.& WCRATOIILIM 04 NEXT PANE? S-RCETS, ANY TWE'OihG WTMN THIS I'ER.00 REOUIR15 APPROVAL FROM 11# CITY 1M0►+EL:.
<SSi
`G v
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y CM rte.
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J
i
D;'1 IhI4*
LPlS •e•-•0cr'Jr
X49 3/22r
R/C�C/4 C 17:2!7E/
'e w
Ih"F
CITY OF ONTARIO
Mfv
DESS^RIP''ION
_ BY I mieN
TRENCH
EXCAVATION/BACKFILL
AND PAVING
STANDARD
DRAM':NG
NUMBER
1306
3200 Series
Frame
032.04
1.50
SECTION B -B
0 30.05
5.05
COMPOSITES INC
Product/ Drawing Number
3200FDX000
Product Attributes
Materials:
Fiber Reinforced
Polymer
Load Rating:
AASHTO M306-5
H-20 & H-25
EN124 CLASS A -D
Weight:
42 lbs
MADE IN USA
Drawing drown in inches
This drawing is the property of
GMI Composites. INC. and includes
confidential information, trade secret
information, and/or know how that is
the property of GMI Composites, INC.
Copyright 2010 GMI Composites, INC.
0
-_-�x�=rte �I:-T4 1.7_ r + -'I1•_=f/• - 3 s f.I 11.-
1-lsa�� i- i:�+l_6-LT _ =1" i L� i�*tea_•
Southland Engineering
2200 BUSINESS WAY, Ste. 100
RIVERSIDE, CA. 92501
(951) 788-8488
Designed
Drawn
Checked
Date
1/2 M-
LEVEL UNE
REFERENCE
IS TOP OF
MED.AN CURB
8" CURB
SEE NOTE 7
c_
1/2 R/W
w
Ri'
Pi
SETEACK TO WALL PER
DEVELOPMENT COLE ON
RESIDENTIAL SIDE YARDS
CR COMMERCIAL SETBACKS.
x
AC PA'vlNC
LEVEL
0.5'
"A"
2
120 MINIMUM Or" 95%
COMPACTED NATNT
SUBCRADE SEE NOTE 2
fi
SIDEWALK OVER 90%
COMPACTED NATIVE SEE
NOTE 8
CURB AND
GUTTER
TYPICAL MID -BLOCK 1/2 WIDTH STREET SECTION
Roadway
Designat"on
R/W
w
?crkway
P
Sid e'Na'.k
S
Nedicn
M
"A"
8' CURS
MIN.
AC
Primary
104'
40'
12'
6'
14'
33'
-0.79'
6.50
Major
132'
54'
12'
6'
-
20'
44'
-1.01'
6.5'
NOTES:
1. THE LEVEL LINE OFFSETS ARE EAS`D U?0N A STRAC'IT GRADE CRCSSFALL C= 2% EXCEPT A5
OTHERWISE APPROVED BY "HE CITY EN ,:,EER. 'Aa C LCU,ATDN ItJC.I:DES 3/6' A. NST LIP.
2. ACT?,AL THIC4NESS OF A.C. PAVEMENT ANC/OR EASE COURSE MATERIAL FOR STRUCTURA, S-REET
SECTION SHA1 EE RECCVUEN ;ED BY A G DIC►-NICAL ENGINEERING REPORT AND SUBMITTED TO
THE CITY OF FONTANA FOR .•F'I'KCVAL UPC'J CCM?.ETrON OF ROUGH CRAZING iNLESS OTHERWISE
C
RECTO BY TH_ CITY ENGINEER. SEE STANDARD DETAL 1002 FOR ADDI-ICMAL 03 14 PARA)ETERS.
3. FFNISH COLRSES, MIN. 0.1'. rC-E4-10. EASE CC..RSES MIN. C.15' FG -64-13.
4. CR -,..SHED MISCELLANEOUS EASE SHkI. ?E IN ACCCR :ANCE WI'H THE STANDARD SPEC:FICA71CNS FOR PUBLIC. WORKS
CONSTRUCTION (GREEN EC'OK - LATEST EDITION) AND AS APPROVED BY THE CITY ENC:'JEER.
5- INTERSEC"ICN CROSS-SECTO NS/;,ECtIETY SELL BE BA.SED UPON AP ALIGNMENT STUDY.
E. FCR :NF LL AND CCMVJNITY/SPEC.rIC PLAN AREAS OT -ER STREET CROSS-SECTIONS MAY AFr1Y AS
APPROVED EY THE CITY EN; NEER.
7. A: DITIC4':L MPRO'v'EM_N-S BEYOND JOIN UNE MAY EE RECJ.IRED BY THE GT1 ENCNEER WHEN
MATCHING EXISTING 11FROV:-_MEt.TS_
e. EXACT LDCAT:ON/WDTH OF SIDFWA1K MAY VA.RY AND SHALL EE DETERM NED A' FLAN REVIEW AS
A�= RJ:TD BY TIE CITY ENGINEER.
MOT TO SCALE
CITY ENGINEER DATE
RICARDO SANDOVAL
REVIEWED BY: a7
DATE OF LAST REVISION: 1210307
CITY OF FONTANA
TYPICAL DIVIDED
STREET SECTIONS
('11.4,
STD. PLAN NO. 401
SHT 1 OF 1
200 ,Senes,Composite UtilityAccess Goverwith-Quarte Turn Paddl - Locks
II -II -II -10
s1,10 ---1111W411=11-
10=11=11=11=10=11
11 -10 -II -11 -II -11-11
IO II 11 II_ 10 11
11=
11=10 : ... IEuA
I0�
-1110
=I[11 NRW 11=II
I�10�11�11�11� IU�I1�1
II -I0 -II -II -II -II -II
10=11=11=01=10=I1
-10 * IAII_ .... 11 1
-11
= T IF ,
APPROVED FOR LETTERING
ONLY
CO/4.0'31'!S #.!
Product/ Drawing Number
3200AAE100
Product Attributes
Materials:
Fiber Reinforced
Polymer
Load Rating:
AASHTO M306-05
11-20 & H25
EN/24 D400
Weight
Cover = 50Ibs
Frame = 42Ibs
Lock Option:
2 Quarter Turn
Paddle Locks
MADE IN USA
T1,. drawing Is to on:p erk d
GMT Co -perms. LNG_ ane irlce.Ides
eo.Aid.ess e+Mrn+aEort. ssee mem
in4wwweao.. a..aor Maw•. Now rias is
Mie Property d GOA Compasses INC.
Copyrian 2019 tea Conposies, NG_
REV. NO.
DATE
BY
APRVD
DESCRIPTION
REVIEWED BY:
i
PROJECT ANAGER
DATE
MATCH EXIST. PAVEMENT. r
4" THICK MINIMUM THICKNESS
SEE NOTE 10
LANE LINE STRIPING
SEE NOTE 10
2' A.C. COLD PLANE -
EXISTING A.C.\
T
MIN.
N\/).,moi
S,8
1,'\,;
3" MAL SIZE NA
SOIL, COMPACTED 95%
!!!i77 !!!!!!!40
•se.4. a
41:11.
•G
•dam .:' � '.
.51G . J
• a�i�l•i D'rti
C2 -PG 64-10, HOT MIX A.C. MIN 2"
B -PG 64-10. HOT MIX A.C.
*IF DISTANCE IS 'c4' OR AS DIRECTED BY THE
CRY ENGINEER OR DESIGNEE
2'•AJC. TO BE COLD PLANED
MIN:j
2' A.C. COLD PLANE
O/\
Doc ,,t•DI���
/.<
A°Od ,,,Z 0
1��
coaoo"Qc\/•
000°0
A00
a--- 6" MAX. SIZE NATIVE SOIL
COMPACTED 00%
LEGEND : /4\\/
��j�\� '-
W = TRENCH WIDTH \\
0.0. = OUTSIDE DIAMETER\�
OF PIPE
\\�ti 121
114"0. D. • 1 r Kar.
OJ?. X24' NAIL
BEDDING MATERIAL SHALL MEET OR
EXCEED SECTION 306-1.2.1, STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDIITON.
LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER.
4" MOV.
BEDDING SHOULD BE IN ACCORDANCE
WITH NOTE NO. 12, PIPE CLASSID-LOADING.
GENERAL NOTES :
1. ALL EXCAVATION WITHIN THE CRY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE
ENGINEERING DIVISION.
2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-4224133
3. ALL PUBUC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF SCHEDULED WORK.
4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION
REPORT SUBMITTED 70 THE CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT.
IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2 -SAC PCC SLURRY.
5. ALL EXCAVATION SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER
SET FORTH IN OPERATIONS, RULES. ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY. A COPY OF THE CAL OSHA EXCAVATION PERMIT, E APPLICABLE, SHALL BE FURNISHED
TO THE PROJECT INSPECTION PRIOR TO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE
WITH CITY STD. NO. 1009.
6. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION. A MINIMUM 2 -INCH THICKNESS
OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR
13 COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. THE TEMPORARY ASPHALT PAVING SHALL
BE FLUSH WITH EXISTING PAVEMENT.
THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND
SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH
CONDITION UNTIL PERMANENT PAVING IS IN PLACE
No. 51152
CITY ENGINEER
RICARDO SANDOVAL
REVIEWED BY:
DATE
DATE OF LAST REVISION: 05/1.7/16
CITY OF FONTANA
STANDARD
TRENCH REPAIR
STD. PLAN NO. 1008
SHT 1 OF 2
112"R
1/2-R
15"
4
2"R
BATTER
• 4:12
•
11
1/4'
._12
112'R
8" CURB & GUTTER 8" CURB
c Ct4 c.Y CONC. PLR L.F. c D37 0.Y_ cow PER �r
6'
19'
1 12"R
BALI R
4:12
1/4'
1/2'R C•
6" CURB & CUTTER
0.04) C.Y. CONC. PER L.F.
1/2"R
1/s'R
1.1
1/2N
d EATER I
1/4•
l�
t .
r,
6" CURB
0.027 C.Y. CuN2. PER L.E.
NOTES:
REL.tiTVE C3MPAC-'I'ON REOLIREVE'J- FCR TOP 12" OF SLBC,ADE IS 5.5%. WADI CLASS II BAS
;S USED UNDER S -BEET P.n','EVE'J'. CLASS 1 BASE SHALL ALSO BE (".ACED UNDER
CURS' AND GUTT_R.
2- t40 FORMS St-dta B= PLACED UNTIL. THE RE_AT1VE C0:1'ACT-3N HAS BEEN TZSTEO AND APPRO ED.
UNLESS CTHERW SE APPROVED EY THE CI'-.`! ENGINEER.
3. ALL FOP•iviOR< SHALL 0: INSPEO'"ED AND APPROVED PIIOR TO PLACEMENT OF CONCR_TE.
4. THE CONIRACTOR 5-IALL LSE 520-C-2500 CONCRETE U'.ILESS CTPERWISE AP7RCIED.
5. ThE CONTRACTOR S•IA L LOCATE EXPANS,ON AND 'WEAKENED PLANE 10'N:S PER C:TY STANDARD
PLAN FOR SIDEWALKS.
6. IMMEDIATELY Ar ER FINISH N, OPERATIONS ARE COMPLETE-. THE CONT TOR S-IAZJ PRCt1DE RROOM
FINISH AND APPLY CLR t40 CCM DCUNO.
7. 'HE CCNTRAC'OR SHALL PROTECT TI'E C0LCR7E WOQK FROM ALL TRAFFC AND CON -RU: 10N
EOLIP MEN'T FCR AT LEAST SE :4 N CA''S LN -.ESS OTHERWISE ,'. PROVED BY THE CITY ENG NiEF2.
8 FOR A; -:UFT CURS TERWNATIONS, 3 Fr. CURB TRANS-T.CNS SHALL BE FRC.rICED, SEPARATED WFTH
A WEAKENED PANE .CIVT.
NOT TC
Q„EESS:O.,
�\��p^,� i1.9�4�f
Ne. 31132
EXP. 9.:,C:37
CP.'L
t �
' Vf ci<l iS'•..
••
•
DV_, BY:
.... /moo.,'S -4'
I TY ENG: .;ER DATE
RICARDO SANDOVAL
REVIEWED BY: _C4
DATE OF LAST REVS ON: _
CITY OF FONTANA
CURB AND GUTTER
e7,14.1‘
STD. FLAN NO. 1 COO 151-7 1 OF 1
SCALE
AS SHOWN
Bar Scale shown below is one
inch on original drawing. If
NOT one inch on this sheet,
adjust scales accordingly.
0" 1=== 1"
Inland Empire Utilities Agency
A MUNICIPAL WATER DISTRICT
OFFICE ADDRESS
6075 Kimball Avenue
Chino, California 91708
Telephone (909) 993-1600
MAILING ADDRESS
Post Office Box 9020
Chino Hills, California 91709
CITY OF FONTANA:
DWG NO. 5510
CITY OF ONTARIO:
PROJECT NO. M-952
ONTARIO AND FONTANA STD PLANS
GREEN FIBER
11591 ETIWANDA AVENUE
8" NON -RECLAIMABLE WASTEWATER LATERAL
SHEET NO.
5 of 5
PROJECT NO.
CW17101.01
DRAWING NO.
03373-005
4
S51 0