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E %HUX Y S Ej I Z,4` SJ PU AV Iry k AT ALIL DRIVE WAY LOCAnONS A CLIRS R=ETURN ARSA VOR DE I AILS W` HUN 4- Acc/ESSS P -AMP. SSE SrD PLAIN FOCIR CURIA 4 fv Av -HUS 14 WCP CR'- �TOOLRAV Ej AT BID 77� if z T 4 WE- NED PLANE j0i�47 f "AL IiO FOOT SPAC-ING WPIC VNE-Jkl-KENFED PLAN=, OR CON TROL JOINT Tf- 'ADI 1 N GIOL R, IUS 16 - 1 04 j t �-e 4 1;2 EXPAkNSION JOINT f&A. ZA W4 p 6` -2-0% X lx`z F W' 0,-C,C, SIDEWAXLK E�X'PA N S16 0 N 3 0 W T 520-C-24500 Ir R A SEC'nl.ONZO "A -A` FOR PARWINX14 -,P', A -N,11) MIDEWALK (S) 000-ENSmNs. PICAP 1- STREEE�i SECMONS STANDARD PLANN. I F Z AIN -1 Ow -Y OF F 11110- ft S i APPROVED BY' CIT 0 N 711 At N A Z- �5-> V AT E5 S I D EML If --S No, 2512�6 J' I RO BERT W. WEDDLE -0- HUI A EXPAM:34-01 % F RAdN K S M!, T;,-! IUM STD. PLAN N10.101:) SHT I D.F21 S 10 Z 4 -N- v 118 `R BENCHMARK ELEV. 1077.40 LOCATION: CHISELED BOX IN EASTERLY TOP CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT, 500' SOUTH OF SLOVER Nw SIDSMALK N-STSWCT100hil NO, 11 A L L- sio E vi v A LKC S S H A L L S E C 0 N S T R U E D A 5 S REE C11 F I E: D IN T:r 11E S- T - A N D A R D SPECIFICA11"11ONS FOR PUBLIC WORKS CONSTRUECTION (GREEN BOOK), UNLES S 0 T-14EIRI-AMSE NOT E-D� 2. ALL SUB GRAD E SMALL BIE CONSTRUCTED TO GFL E,ANDtt�I&IROS"�z�kSF-:C,�,,nON .PER C17Y STANDARD PLANS FOR APPLICABLE STREET SECOTION. TOLE. ANIC, -S ��k s F OR S IDFW-, AL K -,-S A N 0 C U Ra S ANI D G U -T, TEE RS S H ALL E E PER q- H E G REE N B 00 11K. 3, SUBGFIAD E SHALL SE SICAIRIFIED AND COh91PACTED TO A MINIMUIVI WEPTY1 OF 112 INCHES. 90% COMPACTION 1S RE-QVINRED BEHIND TH! CUR1.8 A4140- 0N I- I PAR10VAY ARZEAAS. A-F-117-EIR COMIPAC nIONI, nMIE SUW--3qRA-D`.- SHALL BE "FRIFEE OF UNSUITABLE MATERVALS. 4, AI -'--L CONCRZ-1-E-1 SHALL SE: 52204,4:-00 UNLESIS OTHIERWPISEF SPECIFFIED. CONICRETE S141ALL BE OF Ti: --,,E SPECIFIED SLUMP AND W1 7MMIN T11 -411E REQUIRED WAII-EWCEMENTRIZA nlO� THE CO�INTRAC-TOR SHALL1,11BRATIE ALL CON%. --'RETE ADEQUATEL Y T 0 INSURE CONSOL11DATHON FREE OF VOID,& 7, AILL SIDS1rV-%kL.,K S-, -%-..URBS AND CURB AND GMTERS S.H.-ALL HAVE P L A N E J 0 W 71 S S P A C E D AT 10 F -Cl 0 T ?41 A X I M U M. 19 ?4 TEE Al L 8 � EX PAk N S 19 0 N 10 SHALIL. BE PILACIED AT 60 FOOT 1IN-71 FERVALS, U11-ILIZ, ING 112- If l'--- EEXPANS110114 'Olt E R 4T 1-4AL. S. A NORMAL EXPANSION J-0INT MAY BE OMITTED IF IT FALLS WF-71HI-4 10 FEET OF AM ADDr-1 100INLAL EXPANSION J01 -NIM 9� WEEAKEENED PII�AJNNE J0114471 S SHALL BE 11-4 OF "I'MME DEPTH OF THIE COONCREETE 8 U T N00 T L E S S Tqkl 411 11 NN C Tj RS S A N. D GU RS SHALL P11 -ANE J01-NrrS OF 2 INCH M19MMIUM DEPTH. �DELAFEEFRYTICKETS SHAI 1 BEPP OVIDED TOTHE TRA SITMIXEDCON RIPE R 'NSPEC�'O-RPRIOR',7�.1,PL--kC',I%'G--:,�O�,NCRE7zr=TOINS';.IRC-�retAT'r'HECONC,R-ET,�om- MEEFT, S SPECIFICATIONS - 11 ALL SURPr4kCES SHAILL BE7,-::-',IJEAN'DST�R-,A-.IGHT.N-NOD OF UNIFFOR 1WIDT411,FRZEE OF HH-UrVIIPS. SAGS, IRRIE- ULARITIES AND INIMPERFEel-"I'TIONS, UNIFORNM SURFACEIS G SHAL�-L N0`11- 1J)kRf-Y MORE THAN 0.01 FOOT M-1PHEEN MEASURE010 TH A 10 F00'1? - ST RAJIGHT EDGE. 11 2. ALL SURFACES SHALL RECE-IVE A BIROOIM M1,111SH, 13� UPON C.'OPMPLErJON OF FINISHING OPERATIONS ALL SURFACE"s SHALL BEIE SPRAkYED04ri-141 -('e-URING COMPOUND. 14 14, CONCR-ZECTE REPAIRS SHN4LL BE ?0ADE BY SAMIFICUTF 71 ING A�ND REMOVING T E ENTIRE UNrf SEP11NEEN WEAKENNED PLAkNE JOINTS- 15� SIDEVY'AL-II(S W! HIN DIR-INITE.WAYS SMALL BE C-0-tv.STR`u1C1"ED PER CITN��'ST ATS-HADARID PLAINIS FOR DRf%v1jnE-'VdAkY'sg, ---� -- -; ; h, -�,, I �;, �- 1 4-114 2 ,41-01 v 4 � t APPROVIED BY.- i1o"TY OF FON TANA z �tl 1, C1 0- ATE St �4� 0 2,25 12 6 D 001 A L ROR-Efft-ru W. WEDDLE 14 - FRANK SM11T P1 V, OR A-ViMN EIY-. 'SH"2 OF` -,,WtX REVISION f4UITASER-�, -STD, PLAN NO� 1 54 5 1 A M 1TY 'EMIGINIEER R.C�E- 51 15Z A - OF I 11��, 9MA, M PRECISE GRADING PLAN A M. H. M. DETAIL SHEET NO. 33366 Huitt-Zollars, Inc. Ontario MIRA-noN 6-,V-2006 SIERRA DETENTION BASIN 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 CH�CKED BY CITY OF FONTANA A - OF I 11��, 9MA, M