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Ilt-f //7/.00 FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN _S', W 7 .1,P; S";y 17 c7 P7 C1 a4 6. 7 < THE CITY LIMITS. >( 17 Cn W - Z8 za 3. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM 2. 4.107C CTI, AVAILABLE INFORMATION. HOWEVER,.IT SHALL BE THE RESPONSIBILITY OF 0,/ C THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE 4 19-47 FIELD'OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS kle &7 TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL. CONTACT > �4d UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION C4jrZ1 E'.* r, C a r-- F jr,j_ 401 'IX AT 1-800-422-4133. co /0",/ /o/ 3 "'A - C. 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CIA rrPICAL.SECTIO.Al CL Cj CAUSE A Y MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 0. Y AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR (9 (n 0 ZA 6 0 DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IM' EDIATELY. DUST SHALL z m CAL 0 P d. P - - BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE uj Z C\J GRADING AND CONSTRUCTION OPERATIONS. Ito 0 P 0- ;Z0 U) W 0 W t�o � I - x 0 5. CARE SHOULD BE TAKEN TO PREVEENT GRADES, DITCHES AND SWALES FROM 0� U3 W LLI > W N W* 1. I I I .... I 11 1. W 0 W > UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE U 0 > W CII; (D 0 2 CITY ENGINEERING MAY REQUIRE TEMPORARY GUNTTE SWALES, ENTERING OR (D 0 0 z 2 ul IL F_ W W LEAVING IMPROVEMENTS. z F W W U) Ir 6L it X U) 0 OD uj - 0 6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND W -f�: I I - , 11 , W 0 (D M FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 0 P -m- ILI 0 C\1 7-rq?eA (D Q_j 0 u a) t.: 0) > o 0 Ill- 7. STERILANT REQUIRED UNDER ALL AC PAVEMENT., to 0 0 -T CL C\j C\I d� 01 C%I W (L I[L a. Ix 0. %j 8.1 ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE SAW CUT. 01 (L a- V) 4<7 .3.? `± , � .1 . .. . 61 L /Oa.Z7, s , - - - - 0 0 0 0 -0- 4c>- II -1 J7 4*1 IV- 0 40 %I /E A? RA A ----D /Vt A65R- 6 IA. A4 0 A cf OhA OMAN A..FoW AU umfiv I/j I> -frl* 7'* .0 �r7l,P- ^/O I o 41' -0- -0- 'A P, 'it 00 0 Ow- rlpn N I , yl 6o 16-5 13? 4. (n 0 1<effA126r- u) a. A -i d can, a. a. F>6,e - Ll 1-,o ef. 3: . 3 C_ 0 I --- 0 A 0 0 0 IF ESSIO , r-1 0 0 0 9�5pl-4 A 0 PAVEMENT NOTE S % f� 06--ralZ A/ AdD CQ Ilk (m Cm 1 THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HISMER OWN V) 901. 61WA MCM W DISCRETION, THAT THE CONTRACTOR SUBMIT A GEOTECHNICAL 7-= z rn W z z ENGINEERING REPORT, FOR STRUCTURAL STREET SECTIONS, FOR 12- VERIFICATION OF A PROPER THICKNESS. 0A-rA, CIVIV 2. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND No_58"P-A FOR A0_-.>-5U\LT APPROVAL OF THE CITY AS MAY BE REQUIRED BY'SOILS TEST TAKEN AFTER 0 SEE MNG� 6 7 q:5 �F 7 '70 CLUANflfigs OfImW + e= 10 COMPLETION OF ROUGH GRADING. iESSSIt i 600, a VC 4'C'- il r ANDALL W. -0)& CROFr K'URISj F C, No. 1"095 _T A� _rC) Exp. 6 �0. ESS11A RMOVAL' V At CITY OF FONTANA, CALIFORNIA. IVONAf 15A A -a eiv6VVAL,,r, rv'M 1615 -A - - - i5,61W CAJT FT No. 1=7 _/,�/D PUBLIC WORKS DEPARTMENT A L106 or IW1610o rm P-m—mw A\ Drawn by: Scale: Exp. 3-31-93 izo r --r 11�6-99 P r--., K 3 P W, n UAt ri 11 6 A V E X ('$-T P W P 1 7 5 t to W ff - '41ERRA A VENUE 0*� 4 Ag A AeAJ PA vomffi Am - Traced by: A/!� A Aj tA V Date: uj -zo -z-4o f Lip d* 14ed Bt /?J 4 1 Checked by: ...Dr. No.: 7 Approved: jgI45�eJA P pate /Fe V e 'ApP CITY ENGINEER R.E. 8334 I777 I