HomeMy WebLinkAbout4564-1-NOTES: ... GENERAL 7 77 77 7 t.... ... . ....... . I. ... ....... I. ... ....... ......... ..... ....... ... - .......... ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE .... . . .... ...... OF SAN BERNARDINO. .. .. ... .... ..... .. . . ..... ....... .. . I... . .... .. 2. A PERMIT PRO14 THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT .... .... ... I..... .. ... .... ...... .... ......... 3. ALL PIPELINES OR SUB -S W I VALVES, HYDRANTS, ETC.) SHOWN II... .... .... wl . ...... . .. . ... ...... ... ..... ..... . ... ... .... . ........ ..... .......... .... ....... ELE AREAS.WHERE IMPROVEMENT WORK IS TO BE DONE�SHALL.BE'RVMOV . . . . . . . . . . ED OR RE- . ..... . ......... .. .... t-IRED AT NO COST TO THE SAN BERNARDINO COUNTY TRANS- ILOCATED AS REQU ..... .. .... . ,PORTATION DEPARTMENT,, IT SHALL BE THE OWNER'S RESPONSIBILITY TO I.......... ...... .. . .... .... ...... it.... ...... tII E E I.. ... ..... .......... ............ . ..... ... 4,. I E SOIL WHICH'CONSISTS OF A tROCKY 14A ALL . ......... DE SHALL'BE'PREPARED 13Y REMOVING ... . ......... ROC" WHICH, PROTRUDE -A!3OVE:THE,SUB'GRADE.AND ALL VOIDS OR DEPRESSIONS ......... . SHALL BE FILLED WITH A P DED MATERIAL OF A OUAT4ITY BETTER THAN -- ------- . ..... ... ...
THr NATIVE', MATERIAL. .......... IF�APHALT.CONCRETE IS TO BE PLACED DIRECTLY ..... ..... . ... ...... ..... ---- ON THE SUB GR EGISTERED BY THE E.P.A. FOR USE I,ADE, A SOIL,STERILANT R ........ ..
............ .. c. AND P.c c. .. ........ SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S .... .... .. ...... .... . ...... lMME RIOR TOTAVING. . .. .... .. ..... ......... ... ... ...... .......... . ..... .. ..... .......... 5, ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR .. ....... . . ...... .............. ..... ..... . .. ... ..... TO CONSTRUCT THE WORK TO THE PLAN GRADES. ... ... ..... . ...... .. ...... ..... ... .... - - ----- - - -------- E E L . . ... ...... . ... .. ..... . ...... I. ....... .... ........ ......... .......... .. ........ ---------- . ... ......... . OT PRIOR TO PAVING. ... ...... ------- ...... ...... ACKFILL, COM- ..... . ...... .. ...... .. ...... BE PERFORMED AT I RADFS SHALL . ....... ..... .... .. .. ....... ST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE NO CO, . . ..... Com .. ......... ... ........ ... .......... ... ... ...... . . ......... ..... . . ..... I.... ...... ...... STRATION DIVISION 'OF THE C RIOR 'PACTION�TESTS SHALL BE SU13MITTED TO THE CONTRACTS ADMIT -TI' tI.... ........ ... ---- - ------ ............... ....... . ...... BY THE ENGINEER TO THE ..... .. ....... .... ...... ..... ...... . E . ..... ..... ...... . ... 8. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT,ANDTHE PRO- 7 PO URAL SECTI I ........ . . . t. ..............
ALL TRUCTURAL REQUIREMENTS HAVE BEEN MET. R RE G W
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.... ......... .......... . ..... ....... . ..... ------- REPORT SLL A MATERIAL 9. AT THIE-CO14PLETION OF PAVING, .... ...... TO THE CONTRACTSEN .. . .. ..... ... GINEER AT THE SAN BERNARDINO COUNTY TRANSPORTATION . . ..... ... . ... ... ... ....... ....... .... .... .. .... .... M -LISTING ALL TESTS OF DETEM41NATIONS COMPLETED TO VERIFY: . .. .... DEPART ENT 7t -'7'-::: ...... LYSIS AND c ... ........ ..... .. . .... . ...... ...... . .. .... . .. .... .....
A) R -VALVE, SIEVE A �l �AND.EQUIVALENT OF AGGREGATE, BASE ... . ...... I T AND S IF, . ........... ...... L VP �,NAIYSIS-OF.ASPHALT'SURFACING. . ........ .... ...... 'ROAD DEPARTMENT APPROVAL OES'NOT N tS. 10 I C'LUDE,'PSTIMAT .......... ............ ....... ..... I11. AN ENCROACHMENT,PERMIT MUST BE'OBTAINED FROMVHE COUNTYTRANS- . ..... ........ .......... ... ....... ........... ............ ...... ........ . PORTATION DEPARTMENTPRIOR TO MAKING E F A APPLICATION'AND ISSUANC .0. . ...... I.... ...... ..........
--- - -------- - II.. ........ . EM ILDING PERMIT. - ----- - -- ---- I. ......... . ....... . ....... ....... ...... ...... . ..... ........ .......... .......... V 2. MMEDIATELY,FOLLOWINO kEkbVAt OF':tj4STIN(G;PAVEMENT OR DIKE �OR'CURB ....... ..... I.......... - ----- THE CONTRACTOR.SHALLIDILIGENTLY PURSUE THIS 'PORTIaN AND/OR, GUTTER, ........ ..... . ........ ---- - - ------- ------- ........... OF�WdRK-UNTIL COMPLETION,- .... .........
......... .... .... ...... .... I ..... .... ...... .... . ........... . ...... . .... .. .. ....... . ........ �".COUNTY' x 'RO WH REQUIRE''RECOt4StRU(it'ibg'�-SliAi;t'�', . .......... -FOR T ,�:WITH ADEQUATE DETOURS, DURING �MAIN OPEN . ... ........ . ..... ..... ....... ACTUAL, CONSTRUCTION. . .... . ..... .. .. . ..... ............... DRELS SHALL BE SO ON-',: . ..... CURB' AND GUTTER -CROSS GUTTER AND -SPAN .................. ---------- . ..... . ..... STRUCTM lHAT A MI . .. .... . ..... G OCCURS;',SECTIONS,HAVING .......... .. .......... .. ...... ..... . NTSOF 0. SLL BE,WATER TESTED IN THE PRE- .. . ...... ..
........... .. . HE INSPECT ------ OR IMMEDIATELY PRIOR TO TRACT ACCEPTANCE. 1-4 , I [_1__._,l:�_-1 , I . .'�7. .......... . ......... . ... ....... . .SECTION S W ICH.HAVZe,WATER PONDING,MORE THAN 6" WIDE,OlZ MORE �THAN ....... ... . . ...... ..... .. . . :40,:LONG:,SHALL�"BE AWCUT AND REMOVED IN LENGTHS NOT LESS�rHAN 41 :�AND�REPLACEDTO REDU .... . ........ CE_?`ONDING,T0lTHE,lMAXIMUM SPECIFIEDt.: ....... ICONSTRUCTION NOTES: V ta,o NSTRUCT A C . PAVEMENT PER SOILS REPORT. "O 8" CURB AND GUTTER PER S.B. COUNTY STD. NO. 115. 'cl-ONSTRUCT CON tSTRUCT SIDEWALK TYPE "C" PER'S.B. COUNTY STD. NO. 109. CONSTRUCT CROSS -GUTTER AND SPANDREL PER'S.B. COUNTY STD. NO. 119. 0 D CONSTRUCT SIDEWALK RAMP PER S.B. COUNTY STD. NO. 110A. CONSTRUCT 301 WIDE COM11ERCIAL DRIVEWAY PER S.B. COUNTY STD. NO. 129.
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