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Home My WebLink About5351-1 GENERAL NOTESALL WORK TH THIS R/W CL R RAW' I. BERNARDINOHALL COUNTY STANDARDSBE DONE INCORDANCE AND SPECIFICATIONS. PLAN AND THE SAN 52' 52• vi la-I 2. LEAVE 8" x 6" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC., WHEN SIDEWALK I-• 52' PLACED ADJACENT TO CURB. 30 I 3. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED I 36' 40' 12' ISTRUCTURAL SECNON SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN EXTG IMPROVEMENTS I BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. APPROVALI EENMEWILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE _ I BEEN MET. 12' 12• 19 19 6.5' 4' ExTc � �K 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING PA�^aT ORIGINAL GROUND, ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN 1 I644. 4 R'✓ 1 BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL dc✓C(�y,p>>t;nf I 1 II /1L �.. SI 9e BE SUBMITTED TO THE COUNTY ADMINISTRATION DIVISION OF SAN BERNARDINO ~ M.�. Lax io 6.0>: w _-2% / - - _ - OF BASE MATERIALS AND/ORSURFACING.DEPARTMENT FOR APPROVAL, PRIOR, PLACEMENT COUNTY N Y xc% ---_ -_n- --- - - r 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO L I II "'//�� lj THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTATION I awe I * O e I DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 1 nMixw'wsua e+cioseenan I LOT 10"�E I I ..C,-. - A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. I BAH wugn BAH BANSB. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. - 045 Ac. PAVING olez I - b35 6. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY PER C�xTY Wr PLANS Nh DENSIFlCATON TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO TYPICAL SECTION LST IC o WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5• SHALL BE DENSIFIED TO 95%. 197. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED SCALE: 1"=10' -U OMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO CONSTRUCT II AC OVER ' C1. II AB PER SOILS TEST COUNTY STANDARDS AND SPECIFICATIONS. STOVER AVENUE T > 8. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB STA 47+53.69 TO STA. 50+83.69 '^ I G AND/OR GUTTER. THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF + HT1. WORK UNTIL COMPLETION. u Z 9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY C TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF HTl A GRADING PERMIT OR BUILDING PERMIT. I 10. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER R/W G. . R/VI - - SYSTEM OR ESTIMATE OF QUANTITIES. 30' 30' r 9°n I L 11. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT I_lx 8' 22• L. 20• 10• "�I _ _ Pr: II SEE SHEET 2 / % i , PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. BCC IMPROVEMENT ` '� 12. ALL PIPE ONES OR SUBSTRUCTURES OF ANY KIND. AND TELEPHONE OR POWER 1.5' I 6.5' 12• I I n a �� - - kuI POLES. WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON FATO RENOVE ANO REPUCE I uQ I-_ / PAN11Exi I THESE PLANS WITHIN OMITS OF THE DEVELOPMENT OR IN ADJACENT AREAS 1a+Ho ro16+ss ® - - - _ - _ - _ _ - _ _ � WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED I- I AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE SAN BERNARDINO COUNTY %� 16� (2s2 y• �U; Ig J TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBIt1TY TO I o O-) _ - - NOTIFY ALL AGENCIES CONCERNED. �I 99g�,,. �,,, Tr- - -T - ALMOND AVENUE - J I Pte=` O -T.1 LUT 13. CURB AND GUTTER, CROSS GUTTER MID SPANDRELS SHALL BE SO CONSTRUCTED O ifJ FEATHER OVERLAY t LCT 10 ! 1L,Sh THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.50% JOIN e HI S OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR INDEX MAP IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING SCALE: 1'=60' 80 5i MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED �, tC,Y.'! IN LENGTHS NOT LESS THAN 4• MID REPLACED TO REDUCE PONDING TO THE TYPICAL SECTION T MAXIMUM SPECIFIED. S' c ' I, SCALE: 1"=10' I 4A4‘9 .6.--3\4ikANdT1of CUSS PACE v AP• v,b c� to 14. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED ,NPP.o6� FROM 6'TO d SAs AWEA c �+ BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE CONSTRUCT " AC OVER " CL II AB PER SOILS TEST q.Ngo eVJCKWALL 80TH &Aloes of oJW 'c \ ti s'> >F• Moe. 61-oc1AwA1.� • P INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. ALMOND AVENUE swineT4 ' �� -� - 4s.91 -c.a. [. o CF 3 wive 9 wx swine oc'°' 15. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND STA 13+40.15 TO STA. 20+00.00 - 1 I esX a • NHX It INW \as _ ( _ _ x FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. di - - 1 - ��w% Yep,4. 16. EXISTINGENCOUNTY ROADS WHICH WILL REQUIRERECONSTRUCTIONOURS SHALL REMAIN CII OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL • �.� �� CONSTRUCTION. Sur, aa - 0 pe ® 904 sr O k y, I'L`K 6, AV 0 17. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND 0 0 m ACCEP11BILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING 'Paf R aQ 2S , or 0 (4' x'0'9 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR e�. TFAt191T1oN cute FACE. .v u 0 • DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL DRIVEWAY APPROALI4 PaoM a' To a TWS ANDA -- 6 - BY THE COUNTY OF SAN BERNARDINO. STA. 14 x 29.IS ALMOND eoM ¢1Oat Cf o/W. N.T9. DRIVEWAY APPROACH 18. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN eTA. rT+49.19 A4AONp INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING .. PAVEMENT UNTIL SUCH TME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY kr THE ENGINEER. CONSTRUCTION NOTES STOVER i AVENUE 0 CONSTRUCT E" CURB AND GUTTER PER S.B. CO. STD. 115 912 if r 02 CONSTRUCT SIDEWALK PER S.B. CO. STD. 109 TYPE "C" 3276 SF ® CONSTRUCT STRUCTURAL SECTION PER TYPICAL SECTION 13p55 SF z 2 ® CONSTRUCT HANDICAP RAMP PER S.B. CO. STD. 110 D 5 EA m OS CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. 210 I EA NI E a ® CONSTRUCT SPANDREL & CROSS GUTTER PER S.B. CO. . 119 2256 SF ,-¢ T 0] CONSTRUCT AC OVERLAY 38 TONS a a, w ® REMOVE AND REPLACE EXTG PAVEMENT 3770 SF Li a 0 0 ® CONSTRUCTOEAC FV_A CO.S� WALS®. ES(p. 109 TYPE 'B" 927 SF 0 a • VICINITY MAP N.T.S. , R>. 0//€0 WATKINS MOTORLINES STREET IMPROVEMENT PLAN Q PREPARED UNDER THE NO. REVISIONS INITIAL DATE Underground Service Alert F� cP°� DIeGs '� SUPERVISION OF: - COUNTY OF SAN BERNARDINO �* `�� c' I ) ERRIS P.O. BOX 95002 r ROAD DEPARTMENT CUP 90-0017/W142-105 ROAD NO. m LAKELAND, FL 33804-5002 1 Call: TOLL FREE w NO. 13234 ENGINEERING DRAWN BY: DE9DNED BY: CHECKED BY: APPROVED BY: A.P.N. 236-091 -023 Se 024 'Y� 1 -800 e EXP. 3-31-97 a /'//� // {� IIS ) BENCHMARK: 15-I2(S.B. CO.SPSN 00608) S,� LIMITS �- 422-4133 sr //P �N/N�, /� / / Y 1051 DANDS ROAD SUBMITTED BY: Ansi. COUNTY ENGR. ROADS DATE INDEX SHEET q CIVIL/.2' / GILL✓" LLL..r 6R93 PERRIS, CA. 92571 /¢/�I4.2 'OF MP (909) 657-2822 RECOMMENDED/APPROVED eBgY: SHEET 1 OF 3 SHEETS TWO WORKING DAYS BEFORE YOU DIG PAUL DIEGES R.C.E. 13234 DATE ELEV.= 1008.531• AttT IOD CMMNIS.'•QurR EN/a L2DATE COUNTY ENGINEER DAro FONTANA AREA • .' 5351-1 k