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HomeMy WebLinkAbout4530-1PRIVATE ENGINEER'5 NOTES TO CONTRACTOR GENERAL NOTES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THI5 PLAN OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AND THE SAN BERNARDINO COUNTY STANDARD SPECIFICATIONS. i ' I I ! I I I ( I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 2. IF ASPHALT CONCRETE 15 TO BE PLACED DIRECTLY ON 5UB- I EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR GRADE OF ROAD OR DRAINAGE FACILITIES, A 501L 5TERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES BE UNIFORMLY APPLIED AT THE MANUFACTURES, RECOMMENDED SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. i j I �{ AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR 3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL I P ! wi I i I NOT SHOWN ON THESE DRAWINGS. BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN I 1 I BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING qG ! I� Ln _ ! j i CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY '.0 ' - �i --°I- -� --- - --p - C ! RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF A. R -VALUE, 51EVE ANALY515 AND SAND EQUIVALENT Ln ! I I ! + CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ...�,,...,1......._.,.�._ �_ OF AGGREGATE BASES. PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE STABILITY, OIL CONTENT AND SIEVE ANALY515 OF I i I �pz �- z I I z I LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ASPHALT SURFACING. w' � + F- I � F- �- ! �w=- -�---� ! DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY. I I N I ! i I ►- I f coI U I I � I I i HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION. Ln P P SE T O - j N I ~ I WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY I N + I O , I �N I N N I I 5. ALL PIPE LIENS OR SUBSTRUCTURES OF ANY KIND, TELEPHONE ARISING FROMTH€ LE NEGLIGENCE OF THE OWNER OR THE ENGINEER. OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., i i + I p I 3 -----.-----� SHOWN OR NOT SHOWN ON THESE PLANS, WITHIN THE LIMITS O I U 4 o FU IUR� I I j--I¢-dZ- OF THI5 DEVELOPMENT OR IN ADJACENT AREAS WHERE - - LVIN W. THATCHER III, CE 39964 EXP. 12-3 I O IE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED OR �. - - -Sammm SimMEN 0- 0 01r BEEN. . . . . . . . . . . . . . . . . . . NE no 0 mm�=MMN1. �rmm� INSWONmew MENN m = 3+50 4+00 = W N� 11-_ CV �I\ 1 LL z LLj m r- IU 0 -J W 1 I.GO' 5.97' z = _ Ln 13.15' LU U� SCALE I "=20' I x O 13.04' 'iC). (n Qw p m LU QLU � Ng �T) oQ 0 CONSTRUCTION NOTE5/E5TIMATE5 OF QUANTITIE5* PROJECT GAT 6 Oz BOYLE AVE Ln0 A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE �o - + CONSTRUCT 3" AC OVER 4" AGG BASE' ' ( 13,805SF)........................... m3 SIEVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT mC VICINITY MAP OF RECOMMENDED STRUCTURAL SECTION AND DATA SHEETS FOR ALL 20 INSTALL MIN. 0. 1 AC OVERLAY • .. "' . ' . ' ......' . • ... • "' ..........' • • ..• • "' • "' • . 852 51' R -VALUE TESTS PRE FORMED, INCLUDING EXPANSION PRESSURE READINGS. 6� APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS O3 INSTALL 8" P.C.C. CURB GUTTER PER S.BCO. STD I 15 .......................630 EXI.STI G RNV a. : ..d. , a . as . v e 5220 5F SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION ........................... DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE O5 INSTALL 8" AC BERM PER 55 CO. STD 117 ....................................... I 0 LF DIRECTION OF THE 501L5 ENGINEER. _ ;( _ }(__._-__ __ X- 15. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN © INSTALL COMMERCIAL D1W PER 5.8. CO. 5TD 1 295 ("W" A5 SHOWN) ...........885 5F CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. © INSTALL COMMERCIAL D/W PER 5.8. CO. STD 1 295 MODIFIED .. . . .... . . .......445 1 G. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ("W" AS SHOWN) (ALKYD BASE TYPE). O7 PROTECT IN PLACE 17. ALL 51GN5 AND ROADSIDE MARKERS SHALL BE OF HIGH-INTEN51TY .................................................................L5 (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP 51GN5 SHALL BE --°-- ---� - - ---. --�-_ REMOVE EXISTING A.C. PAVEMENT 1,375 5F DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. ® ................................................1 18. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY DRAIN PER 55 CO. 5TD 210 W=2I STANDARD 303(a) AND 303(b). O CONSTRUCT UNDER5IDEWALK ..............3G LF 19. ALL CONFLICTING STRIPING AMD PAVEMENT MARKINGS NOT SHOWN REMOVE EXISTING CONCRETE LF ON THE PLAN, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL ....................................................270 BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY I I REMOVE EXISTING CURB * GUTTER..............................................73 LF COUNTY REPRESENTATIVE. 20. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, X- OR COVERED BY THE CONTRACTOR RELOCATABLE 5IGN5 SHALL BE Vii " ■��N■ • - - • qNE , MON MEm MEMENMENE Bt 3+50 4+00 = W N� 11-_ CV �I\ 1 LL z LLj m r- IU 0 -J W 1 I.GO' 5.97' z = _ Ln 13.15' LU U� SCALE I "=20' I x O 13.04' 'iC). (n Qw p m LU QLU � Ng �T) oQ 0 CONSTRUCTION NOTE5/E5TIMATE5 OF QUANTITIE5* PROJECT GAT 6 Oz BOYLE AVE Ln0 A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE �o - + CONSTRUCT 3" AC OVER 4" AGG BASE' ' ( 13,805SF)........................... m3 SIEVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT mC VICINITY MAP OF RECOMMENDED STRUCTURAL SECTION AND DATA SHEETS FOR ALL 20 INSTALL MIN. 0. 1 AC OVERLAY • .. "' . ' . ' ......' . • ... • "' ..........' • • ..• • "' • "' • . 852 51' R -VALUE TESTS PRE FORMED, INCLUDING EXPANSION PRESSURE READINGS. 6� APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS O3 INSTALL 8" P.C.C. CURB GUTTER PER S.BCO. STD I 15 .......................630 EXI.STI G RNV a. : ..d. , a . as . v e 5220 5F SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION GRADE TO DRAIN �/ _._. - X x 0 20 40 GO LU R CV �I\ 1 W Q Q I zw IU SALL' N I=LLJ 20.00' 1 I.GO' 5.97' = L 20.00' FRW( 13.15' LU GG° 1 2' 1 9" SCALE I "=20' I 23.1 1' 13.04' THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR w p LU QLU � (S� 0 20 40 GO 4- THOMAS 5RO5 GUIDE - N- PAGE G44, REF G- I I NTS 0 EM71 x W UNIN CURB RETURN D/W DATA LU R L IUI VALLEY BLVD Q Q Q c IU SALL' N 330 13'54" 20.00' 1 I.GO' 5.97' BERNARDINO GG° 38'04" 20.00' FRW( 13.15' LU GG° 1 2' 1 9" 20.00' 23.1 1' 13.04' THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR w p Q U w x + TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION TO PROJECT ACCEPTANCE. CONSTRUCTION NOTE5/E5TIMATE5 OF QUANTITIE5* PROJECT BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE BOYLE AVE 51TE A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE OI CONSTRUCT 3" AC OVER 4" AGG BASE' ' ( 13,805SF)........................... 5LOVER AVE SIEVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT VICINITY MAP OF RECOMMENDED STRUCTURAL SECTION AND DATA SHEETS FOR ALL 20 INSTALL MIN. 0. 1 AC OVERLAY • .. "' . ' . ' ......' . • ... • "' ..........' • • ..• • "' • "' 4- THOMAS 5RO5 GUIDE - N- PAGE G44, REF G- I I NTS 0 EM71 x W UNIN CURB RETURN D/W DATA UNDERGROUND SERVICE ALERT Call Toll Free 1-800-227-2600 Two working days before you dig 5+00 0 5+50 x O m LU L Q O z_z Lqj CU �p oL W Ln U u_ O �I C6 o � m- - + o Ln Ln Lnl + Ln Ln Ln PROPOSED EP GRADE TO DRAIN °x x__ _ _ V �;-- BENCHMARK: TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF 5LOVER AVENUE AND POPLAR AVENUE. ELEV. 1052.64 LU O w/ w QJ �w �Ln w Q6 CD Ln Q� z� c� mLf) 7Y, 12 2 N890470 I "E R/W 1, 33' G+00 x 1 AVENUE 2 2' RELOCATED AT THE DEVELOPERS EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. G. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL 5U5GRADE5 SHALL BE PERFORMED AT NO C05T TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF GRADING PLAN. THE TOP 0.5 FEET SHALL BE DENSIFIED TO 95% ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION G OF SAN BERNARDINO 5TANDARD5 AND SPECIFICATIONS. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THI5 PORTION OF WORK UNTIL COMPLETION. 10. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. I 1. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 12. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES, WITH ADEQUATE DETOURS DURING ACTUAL G+50 7+00 D R L T D 890 17'44" 20.00 31.17' 19.7G' E 330 13'54" 20.00' 1 I.GO' 5.97' F GG° 38'04" 20.00' 23.20 13.15' G GG° 1 2' 1 9" 20.00' 23.1 1' 13.04' UNDERGROUND SERVICE ALERT Call Toll Free 1-800-227-2600 Two working days before you dig 5+00 0 5+50 x O m LU L Q O z_z Lqj CU �p oL W Ln U u_ O �I C6 o � m- - + o Ln Ln Lnl + Ln Ln Ln PROPOSED EP GRADE TO DRAIN °x x__ _ _ V �;-- BENCHMARK: TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF 5LOVER AVENUE AND POPLAR AVENUE. ELEV. 1052.64 LU O w/ w QJ �w �Ln w Q6 CD Ln Q� z� c� mLf) 7Y, 12 2 N890470 I "E R/W 1, 33' G+00 x 1 AVENUE 2 2' RELOCATED AT THE DEVELOPERS EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. G. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL 5U5GRADE5 SHALL BE PERFORMED AT NO C05T TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF GRADING PLAN. THE TOP 0.5 FEET SHALL BE DENSIFIED TO 95% ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION G OF SAN BERNARDINO 5TANDARD5 AND SPECIFICATIONS. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THI5 PORTION OF WORK UNTIL COMPLETION. 10. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. I 1. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 12. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES, WITH ADEQUATE DETOURS DURING ACTUAL G+50 7+00 PROFILE CALIFORNIA, DEPARTMENT OF TRANSPORTATION. CE � CONSTRUCTION. 13. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS c INSTALL NO PARKING SIGN PER CALTRAN5 STD R26 I i EA 22. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO 10' BE REMOVED REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE x THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR HORIZ. 1" = 20' ® INSTALL STREET STRIPING PER CALTRANS STD ............ . ......... . .... . . ... . .. L5 CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. VERT. 111 = 2' THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR _ TRANSPORTATION DEPARTMENT,FEILD ENGINEERING DIVISION, 6 + w x + TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION TO PROJECT ACCEPTANCE. CONSTRUCTION NOTE5/E5TIMATE5 OF QUANTITIE5* BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE 242 TONS AC A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE OI CONSTRUCT 3" AC OVER 4" AGG BASE' ' ( 13,805SF)........................... I 70 CY AGG SIEVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND DATA SHEETS FOR ALL 20 INSTALL MIN. 0. 1 AC OVERLAY • .. "' . ' . ' ......' . • ... • "' ..........' • • ..• • "' • "' • . 852 51' R -VALUE TESTS PRE FORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS O3 INSTALL 8" P.C.C. CURB GUTTER PER S.BCO. STD I 15 .......................630 LF HAVE BEEN MET.. 14, IF DURING CONSTRUCTION, GROUND WATER 15 ENCOUNTERED, A ® INSTALL 4' SIDEWALK PER 5.8. CO 5TD 109 TYPE 'B' 5220 5F SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION ........................... DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE O5 INSTALL 8" AC BERM PER 55 CO. STD 117 ....................................... I 0 LF DIRECTION OF THE 501L5 ENGINEER. _ ;( _ }(__._-__ __ X- 15. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN © INSTALL COMMERCIAL D1W PER 5.8. CO. 5TD 1 295 ("W" A5 SHOWN) ...........885 5F CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. © INSTALL COMMERCIAL D/W PER 5.8. CO. STD 1 295 MODIFIED .. . . .... . . .......445 1 G. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ("W" AS SHOWN) (ALKYD BASE TYPE). O7 PROTECT IN PLACE 17. ALL 51GN5 AND ROADSIDE MARKERS SHALL BE OF HIGH-INTEN51TY .................................................................L5 (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP 51GN5 SHALL BE --°-- ---� - - ---. --�-_ REMOVE EXISTING A.C. PAVEMENT 1,375 5F DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. ® ................................................1 18. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY DRAIN PER 55 CO. 5TD 210 W=2I STANDARD 303(a) AND 303(b). O CONSTRUCT UNDER5IDEWALK ..............3G LF 19. ALL CONFLICTING STRIPING AMD PAVEMENT MARKINGS NOT SHOWN REMOVE EXISTING CONCRETE LF ON THE PLAN, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL ....................................................270 BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY I I REMOVE EXISTING CURB * GUTTER..............................................73 LF COUNTY REPRESENTATIVE. 20. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, X- OR COVERED BY THE CONTRACTOR RELOCATABLE 5IGN5 SHALL BE �S r I 22 5AWCUT EXISTING AC PAVEMENT.................................................I 95 LF INSTALLED AS SPECIFIED ON THE PLANS OR A5 DIRECTED BY COUNTY w w REPRESENTATIVE. _ O3 INSTALL COMMERCIAL DNV PER 513 CO. STD 129 (W= AS SHOWN)... , , .. , . . . .485 LF 21 . ALL EXISTING SIGNING, STRIPING, AND PAVEMENT MARKINGS NOT j( ON N SHOWN ON PLANS, IF REMOVED/OBLITRATED, SHALL BE REPLACED/ I® TO BE RELOCATED . ... . . ....... . . ................... . ...... . . . ..................... L5 RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT GATE L5 EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF cn U) 15 TO BE REMOVED of 55/ o THATCHER ENGINEERING �a �e & ASSOCIATES, INC. ME I W. �� 345 5TH STREET, SUITE B U) C. ER III REDLAND5, CA. 92374 c� .3 4 rn (909) 748-7777 FAX (909) 748-7776 W rn 1 05 � LAND PLANNING CIVIL ENGINEERING Sj CIVIL �P LAND5CAPE ARCHITECTURE SURVEYING CAL\ F Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2005 JOB NO. DATE PREPARED DESIGNED BY DRAWN BY SHEET 84201 2/14/02 MWi JD OF 2 ( INSTALL W3 CURVE WARNING SIGN PER CALTRAN5 5TD..... . .. . ................ 2 EA 23. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE CALIFORNIA, DEPARTMENT OF TRANSPORTATION. CE � c INSTALL NO PARKING SIGN PER CALTRAN5 STD R26 I i EA 22. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO 10' BE REMOVED x THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR THE FINAL REVIEW ® INSTALL STREET STRIPING PER CALTRANS STD ............ . ......... . .... . . ... . .. L5 CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. REMOVE EXISTING W5G SIGN(WLK ....................................................I EA THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR _ 4' 6 + w x + TO PROJECT ACCEPTANCE. of 55/ o THATCHER ENGINEERING �a �e & ASSOCIATES, INC. ME I W. �� 345 5TH STREET, SUITE B U) C. ER III REDLAND5, CA. 92374 c� .3 4 rn (909) 748-7777 FAX (909) 748-7776 W rn 1 05 � LAND PLANNING CIVIL ENGINEERING Sj CIVIL �P LAND5CAPE ARCHITECTURE SURVEYING CAL\ F Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2005 JOB NO. DATE PREPARED DESIGNED BY DRAWN BY SHEET 84201 2/14/02 MWi JD OF 2 ( INSTALL W3 CURVE WARNING SIGN PER CALTRAN5 5TD..... . .. . ................ 2 EA 23. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE EXISTING I BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. ROAD TO 19 INSTALL WG 15 MPH 51GN PER CALTRAN5 STD. _ 24. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH 2 EA BE REMOVED x THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR ® INSTALL STREET STRIPING PER CALTRANS STD ............ . ......... . .... . . ... . .. L5 CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. VARIES �` `- _ " ©I INSTALL TYPE N -I UNDER W-57 (LEFT) PER CO. 5TAD. 3OG (FOR W/B TRAFFIC) I EA 25. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT J 2% TO 5% w REFLECTIVE SHEETING YELLOW -GREEN. - AC BE M REMOVE L_^ 114 R .................................................... 22 LF ti ®3 EXISTING' POWER POLE TO BE REMOVED BY OTHERS ... . .................... . .. I EA. TYPICAL SECTION VARIES TO EXISTING * ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 o1•Z8.QZ 80YLE AVENUE RESPONSIBLE FOR OWN QUANTITIES. HIEF TRAFFIC DIVISION DATE 5TA 1 +00 TO 5+42.08 "PRELIMINARY SECTION ONLY -FINAL SECTION TO BE DETERMINED NT5 BY SOILS ENGINEER. FIELD BOOK REF. COUNTY OP 5AN BEKNARDINO W.O. NO. DEPARTMENT OF PUBLIC WORKS STREET IMPROVEMENT PLANS DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD NO. MWT JD LD M�` 177750 MARK REV1510N5 APPR I DATE SUBMITTED A55T. DIRECTOR Of TRANSPORTATION DATE . 02 ki N DATE DOYLE AVENUE FILE NO. STA 3+50 TO 7+00 154- 1.5-5 CUP/W 154-103/00/APN:0237-04 1-1 5 SHEET Of 2 U`tGV I IBJ