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HomeMy WebLinkAbout5312-1O� Off. LU 20x w � = m Q w cn m 01 4e, AO \�x�� LU / �m Y LL_ w O w f (n N c Z Q Z ml 00 Ox S� —SANTA ANA AVFNUf- q N I NOT TO SCALE INDEX MAP STREET IMPROVEMENT PLANS BANANA AVENUE NORTH OF SANTA ANA AVENUE SLOPE TOP OF STAKE FINISH GRADE 2"X4"X24" REDWOOD STAKE AT 2'-G" O.G. F.S. ELEV. FINISH SURFACE PER PLAN REDWOOD HEADER (2"X8") NOTE: USE I Gd GALVANIZED NAILS USE I "X 12"X2' -O" SPLICE BLOCK AT SPLICES REDWOOD HEADER DETAIL NTS R/W R/W 44' VARIES 30 TO 44' PROPOSED R/W 1 14' 30' I 1 IADDITIONAL EXISTING R/W DEDICATION PER I SEP. DOCUMENT I 1 1 12' 32' I I G' 5AWCUT 10' 1 1 I I I PROJECT SITE MEET 2 EXISTINGZI I F 2:1 MAX `+ 2% I 8 �X-SLOPES RANGE FROM 1.7 I % TO 3.33% (EXISTING) — — QN CAM fO 0 — ___�--------- DR. SANTA w a > w II IRI IPA Q \/F Q NORTH VICINITY MAP NT,5 BENCHMARK SAN BERNARDINO COUNTY BENCHMARK, BEING A RAILROAD SPIKE IN THE NORTH SIDE OF A POWER POLE (NO NUMBER), 30 FEET SOUTH OF THE SOUTH RAIL, 3G FEET WEST OF BANANA STREET EXTENSION. ELEV. 1008.531 FT. UNDERGROUND SERVICE ALERT Call Toll Free 1-800-422-4133 Two working days before you dig X -SLOPES RANGE FROM 3.17 TO 4.54% (PROPOSED) INSTALL MIN. 2' OVERLAY TO FORM SMOOTH JOIN TYPICAL X -SECTION BANANA AVENUE I G+58.78 TO 20+98.76 NTS THATCHER ENGINEERING & ASSOCIATES, INC. 345 5TH STREET, SUITE B REDLANDS,CA 92374 (909) 748-7777 FAX (909) 748-7776 Melvin W. Thatcher, III R.C.E. 39964 Exn. Dec 31, 2001 1 5/29/01 1 M.W.T ._...._ J.T.5. G0202R3 Of 3 PRIVATE ENGINEERi5 NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT A5.511OWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR J055ITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MELVIN W. THATCHER III, P.E. RCE 39964 EXP. 12/3 1 /01 CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES' I 5 TONS z INSTALL 3" AC OVER 4" AGG BASE" (I OG50 5F) Q O2 CONSTRUCT 8" PCC CURB * GUTTER PER CO 5 T 1 15 .......................................... 3G I LF O3 3 m a CONSTRUCT PCC COMMERCIAL DIM ENTRANCE (W=40') PER CO STD 129 B ............ Q) O NORTH VICINITY MAP NT,5 BENCHMARK SAN BERNARDINO COUNTY BENCHMARK, BEING A RAILROAD SPIKE IN THE NORTH SIDE OF A POWER POLE (NO NUMBER), 30 FEET SOUTH OF THE SOUTH RAIL, 3G FEET WEST OF BANANA STREET EXTENSION. ELEV. 1008.531 FT. UNDERGROUND SERVICE ALERT Call Toll Free 1-800-422-4133 Two working days before you dig X -SLOPES RANGE FROM 3.17 TO 4.54% (PROPOSED) INSTALL MIN. 2' OVERLAY TO FORM SMOOTH JOIN TYPICAL X -SECTION BANANA AVENUE I G+58.78 TO 20+98.76 NTS THATCHER ENGINEERING & ASSOCIATES, INC. 345 5TH STREET, SUITE B REDLANDS,CA 92374 (909) 748-7777 FAX (909) 748-7776 Melvin W. Thatcher, III R.C.E. 39964 Exn. Dec 31, 2001 1 5/29/01 1 M.W.T ._...._ J.T.5. G0202R3 Of 3 PRIVATE ENGINEERi5 NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT A5.511OWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR J055ITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MELVIN W. THATCHER III, P.E. RCE 39964 EXP. 12/3 1 /01 CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES' "ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES "'PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. CHIEF, TRAFFIC DIVISION TRANSPORTATION/FLOOD CONTROL DEPARTMENT DESIGNED BY DRAWN BY I CHECKED BY APPROVED BY M I< DATE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THI5 PLAN AND THE SAN BERNARDINO COUNTY STANDARD SPECIFICATIONS. 2. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON 5U5 -GRADE OF ROAD OR DRAINAGE FACILITIES, SOIL 5TERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION PRIOR TO ANY CONSTRUCTION. 5. ALL PIPE LIENS OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANT5,ETC. SHOWN OR NOT SHOWN ON THESE PLANS, WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO C05T 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 ORGINAL GROUND, AND ALL 5UBGRADES SHALL BE PERFORMED AT NO C05T TO SAN BERNAP.DINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION 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 (P.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF GRADING PLAN THE TOP 0.5 FEET SHALL BE DEN51NED TO 95%. 8. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION G OF SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 10. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRAN5PORTAION DEPARTMENT PERMIT SECTION 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 CONSTRUCTION. 13. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE 51EVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED 5TRUCTURAI_ SECTION AND DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS, APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 14. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. TRAFFIC CONTROL -GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE I I I A) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(8). 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED BY THE CONTRACTOR REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. G. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OF COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED / OBLITERATED, SHALL BE REPLACED / RESTORED OF SAME KIND, AND CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE..-. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE I I I ) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN COMFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION, AND, . MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA; DEPARTMENT OF TRANSPORTATION. . STREET IMPROVEMENT PLANS BANANA AVENUE NORTH OF SANTA ANA AVENUE TITLE SHEET CUP/W140-107/99 W.O. NO. ROAD NO. 152850 FILE NO. 107-108 SHEET OF 1 3 5312-1 I 5 TONS OI INSTALL 3" AC OVER 4" AGG BASE" (I OG50 5F) 131 CY AGG O2 CONSTRUCT 8" PCC CURB * GUTTER PER CO 5 T 1 15 .......................................... 3G I LF O3 CONSTRUCT 8" AC DIKE PER CO 5TD 1 17 ........................................................ GO LF ® CONSTRUCT PCC COMMERCIAL DIM ENTRANCE (W=40') PER CO STD 129 B ............ G80 5F O INSTALL YELLOW REFLECTIVE MARKERS PER CO STD 304 ...................................... G EA © EXISTING POWER POLE TO BE RELOCATED BY OTHERS .......................................... 2 EA O7 EXISTING CHAIN LINK FENCE TO BE REMOVED ..................................................... 440 L5 ® 5AWCUT EXISTING AC PAVEMENT................................................................... 588 LF O9 REMOVE EXISTING AC PAVEMENT................................................................... 1038 5F I� CONSTRUCT PCC SIDEWALK PER CO STD 109 TYPE'C...........................................2470 SF C) REMOVE EXISTING EUCALYPTUS TREE..............................................................4 EA [I ? CONSTRUCT RESIDENTIAL DRIVEWAY PER CO STD 128A W=28'...............................2GO 5F O3 INSTALL 2" X G" REDWOOD HEADER PER DETAIL SHEET I ........................................48 LF "ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES "'PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. CHIEF, TRAFFIC DIVISION TRANSPORTATION/FLOOD CONTROL DEPARTMENT DESIGNED BY DRAWN BY I CHECKED BY APPROVED BY M I< DATE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THI5 PLAN AND THE SAN BERNARDINO COUNTY STANDARD SPECIFICATIONS. 2. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON 5U5 -GRADE OF ROAD OR DRAINAGE FACILITIES, SOIL 5TERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION PRIOR TO ANY CONSTRUCTION. 5. ALL PIPE LIENS OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANT5,ETC. SHOWN OR NOT SHOWN ON THESE PLANS, WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO C05T 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 ORGINAL GROUND, AND ALL 5UBGRADES SHALL BE PERFORMED AT NO C05T TO SAN BERNAP.DINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION 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 (P.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF GRADING PLAN THE TOP 0.5 FEET SHALL BE DEN51NED TO 95%. 8. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION G OF SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 10. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRAN5PORTAION DEPARTMENT PERMIT SECTION 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 CONSTRUCTION. 13. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING A TABULATION OF THE 51EVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED 5TRUCTURAI_ SECTION AND DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS, APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 14. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. TRAFFIC CONTROL -GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE I I I A) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(8). 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED BY THE CONTRACTOR REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. G. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OF COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED / OBLITERATED, SHALL BE REPLACED / RESTORED OF SAME KIND, AND CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE..-. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE I I I ) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN COMFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION, AND, . MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA; DEPARTMENT OF TRANSPORTATION. . STREET IMPROVEMENT PLANS BANANA AVENUE NORTH OF SANTA ANA AVENUE TITLE SHEET CUP/W140-107/99 W.O. NO. ROAD NO. 152850 FILE NO. 107-108 SHEET OF 1 3 5312-1