The URL can be used to link to this page

Home My WebLink About2388-2,0,28 c>rr ref �� T ��-��lAW AST t FRS .Srswoop �E�T � EX/.ST. �Urf�B, GUTTE/f fIN GF 1 _ 166 I Adoe " �F A �PEiyOvE-' E�/Sr. s�t.4L�- 07Z �! ►%VL�,/yE/V%oplow G�I� fcwr I Lir �qzL, 3 9 6 OF��'IV O o JroO mm4LEmo PF 01W1f �'� ,�Q �. S/GA/lL /PIAL Ptd�3 G. No. . OL "4r QERAMP G � D� � tcx aend �. WF i ZOf ir DRIVE all Mc KINLEY 10 r �z TQd *x_ liQU ".4 Oit/ {I A Gam= N 1Y _45? orO'_�W•E �iP.40.j _ _ , Off/OE�f�4LA' NtPlN' 1. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALEN" FOR THE VERIFICATION OF A PROPER PAVE THICKNESS. 2. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. PAVING NOT= 1. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF P40UGH GRADING. 2. CARE SHOULD BE TAKE TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMEN" . 3. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION ,AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. CONSTRUCT "A.C. OVER" A.B.- PAVING. (ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNZ" TO BE DETEMIN110 PER PAVING NOTM C7,A s-.Q/w V1ATEJ t7% 4.416. C/17e OFfZ�it/TA/Y�4 ,.STi��2rT /r+/fA/Y.�' FIS r,QAcr �.�000-r �ti�• � �.3Z, Tr�/C41. SECr/Olt/ — T �"U/�; 10- Afcil'111Z.z a4 ?1k; LC fAVES Alit rir STREET IMPROVEMENT PLANS GENERAL NOTES 1. STATIONING REFTM TO THE CZNTZRLINZ2 OF STREET EXCEPT WHERE OTHERWISE NOTED. 2. CURVE DATA REFERS TO THE FACE OF THE CURB. 3. ALL EXPOSED CONCREfiE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS . 4. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR HSE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. S. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. a. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPOO ARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 7.- ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. i. REFER TO CITY OF FONT, UNDERGROUND UTILITY DATION STANDARD DETAIL 129. 9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 10. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 11. CONTRACTOR SIS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT, SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 12. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT• 13. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. CCW CViWr. 4-'v GO1:' 6-e-410 oe /%9r Cllr _0;V. OETf/L IQ1 �•-- enl r Wy AP 1?XeAqF�r cirrsrr2. ��i< 1045 eZ*W. - .lLW cirr gym. ,aaFr►1t IV-dC Vs1"• •4. �' OST ~ �?�Yf�4CTE0 NST/!��' M40 Ir IFD 14A1101 d - c6vs77 err,*- -� Af r,NiZ Xie Cr/f�YE OATH .QEFE�? AL5Q TI7 L�NOS��4�'E A��C�/TE�'T''y' rp+E Pal✓arc �lvcirvccx .�/iwlwG PUNS /S aEswo�� A -&W A_�W#wG PVZ . CCZ/AlAcv,� ACW, A61L/I'✓ OF 7l/E f�YO�LfI ,S/ •+ON . /N 7X df fvfiVT OF D/ gE�,e1�S/C✓ES 41�/S/N0 DU,Q/NG f'LA/V �yAs,�" 2A G��4l�f�//�� .�T�`��'-��c ,�`�- �;T L ��, CD�1(S1xlJLT/OPV J�F��t/�,�TE EN�✓NEE,t s�,�« �,�spo�us�a� � Q�r,��r�� .��r.� ti - . NOT FOR CONSTRUCTION" CITY OF FONTANA, CALIFORNIA P_UBLIC W0RSCS DEPARTMENTDRAWN BYSTREET IMPROVEMENT PLANS SCALE: • E. FOR HO RIZ.: 1"040 3170 REDH1LL AVENUE COSTA MESA, CA 92626-3420 (714) 641-8777• DESIGNED Mc K I N L EYDRIVE V E RT.: I" • 4' • Ciwl ENtiU11EERlNO LAND LAN= YCHECKED BY FROM 275' W/0 FREMONT ST. TO FREMONT ST. DATE: PREPARED UNDER THE SUPERVfSM OF: J�fl _JOB NO. DR. NQ SHT. NO. 1- � �D1'OZO APPROVED CITY NO. REVIS IONS DATE JAPPRO DATE ./tuw C ;;0 R. C. Z612y DATE CITY ENGINEER R.C.E:4s/l6 2.388 2 OF .2 NI. A /J`f le5 2y af' /t. A -f 471" /PE1Z11IW �?ET //.fw c ' • a�'�s� 6t to 4w. 4w ' t.1. Zw, AC 70 BCoe (D) E . r tom' M'Af " Af rZorl WM' ,&Ow -r /V PC.C- G y ea..0' 7y.-0/' yd. 4!r7' C. v Le, //Yr.dI .QEFE�? AL5Q TI7 L�NOS��4�'E A��C�/TE�'T''y' rp+E Pal✓arc �lvcirvccx .�/iwlwG PUNS /S aEswo�� A -&W A_�W#wG PVZ . CCZ/AlAcv,� ACW, A61L/I'✓ OF 7l/E f�YO�LfI ,S/ •+ON . /N 7X df fvfiVT OF D/ gE�,e1�S/C✓ES 41�/S/N0 DU,Q/NG f'LA/V �yAs,�" 2A G��4l�f�//�� .�T�`��'-��c ,�`�- �;T L ��, CD�1(S1xlJLT/OPV J�F��t/�,�TE EN�✓NEE,t s�,�« �,�spo�us�a� � Q�r,��r�� .��r.� ti - . NOT FOR CONSTRUCTION" CITY OF FONTANA, CALIFORNIA P_UBLIC W0RSCS DEPARTMENTDRAWN BYSTREET IMPROVEMENT PLANS SCALE: • E. FOR HO RIZ.: 1"040 3170 REDH1LL AVENUE COSTA MESA, CA 92626-3420 (714) 641-8777• DESIGNED Mc K I N L EYDRIVE V E RT.: I" • 4' • Ciwl ENtiU11EERlNO LAND LAN= YCHECKED BY FROM 275' W/0 FREMONT ST. TO FREMONT ST. DATE: PREPARED UNDER THE SUPERVfSM OF: J�fl _JOB NO. DR. NQ SHT. NO. 1- � �D1'OZO APPROVED CITY NO. REVIS IONS DATE JAPPRO DATE ./tuw C ;;0 R. C. Z612y DATE CITY ENGINEER R.C.E:4s/l6 2.388 2 OF .2 NI.