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Home My WebLink About4533-1SCALE 40 0 20 40 80 row IN FEET) 1 inch = 40 ft. EXISTING USF A=66'25'19 R=20.00' L=23.19' T=13.09' I rr_rkIn m I I INDICATES INSTALL PAVEMENT SECTION PER SOILS REPORT 310 '00100000 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 3. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF PERMIT. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELE POLES, POWER POLES, WATER METERS, VALVES OR HYDRANTS, ETC.) SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO COST TO THE COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 5. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE OR SURFACING. 7. 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 REVIEW 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 SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: (A) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. DELETED 10. DELETED 11. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.50' OF GRADING PLAN. THE TOP 0.50' SHALT. BE DENSIFIED TO 95% R.C. 12. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 13. IF ASPHALT CONCRETE IS PLACED DIRECTLY ON SUBGRADE OF ROADS OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. & P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 15. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 16. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 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 IIIA) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(A) AND 303(8). 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR 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 IN 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 III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE 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. R DISTRIBUTION o m r PARKING AREA FOR4, s �_ I I EXISTING CONCRETE CENTER �= � � RIBBON GUTTER 3 pp' USF DISTRIBUTORS g �.� I jI� € f t�_ � - ♦ ONN coo f t2 Wt EXISTING R ISI EXISTING R/W' r` II ' J ' �i ^^ EXISTING AC BERM,< _ I J Its ICz -----��----T _-=z=_-z=-_--x- _---x------x--- x- -- ��[l -- fx- - --W777 5r= - -x'713__ -- 7,7:,% -I -- -- -- -- -- -- - - --- - -- - -- -- -- -x-�-- -- --� Z r _ EXISTING CdcG ', x , _ % a _�., 7 7t 30 Go N00'00'45-' 9ti ��,° (l° ' 11- 12- 13 11� ++��+++ 15- R.. 16^ ?+ 1 `S �110?2 - 10? -~trot (10?6) ��o?7�_ ��0?8�_ EXISTING C&G (�O?9J-�::�'i 1 -� ao t o 1 GAS �VAtVE- 4 . ( o a ? XI TI $ ----� -- ------ --- ------ ------1 ----- --------- - ---- ----- -------- ---------=------------------- 20+00.00 ISTING E __ )" `� sir _ _ _ .� ...... _ -�_�--_.�. _�--,�--.-_..,.._.---- _._... _._�---- -_- .--- _ �_. ___---- -- _�_-_.__---------..�,.,.-..Y-...----------� �_ CL INTERSECTION r --------------- `.a- ---------------------- ------------z------------- ---- ------------ -------- -"# --------------`------------------------------------------ - ------ �i _ _ _ _ _ -�, _ _ _ _ _ _ _ _ �,- - - - - - - - - - - - �---�----ww�ra s-■.w� amara stiaaw tear w.�.va ---w.aaar.r ----w a�.r-rivv a�aa�-ivaaira a�aaiva vir%varrr�s�ivr ate% 00 !� EXISTING R/WLn C3 t; EXISTING R/W mai o g g c� rn EXISTING S/W <n 8 40`tzTYPICAL SECTION N W = O N N t N N N Z N� 4� to �� O C( J X30 -oo_ oC? ^' 1*_ ALMOND AVENUE CONSTRUCTION NOTES •- SAWCUT EXISTING A.C. PAVEMENT AS INDICATED IN TYPICAL SECTION. (Q-- REMOVE EXISTING A.C. PAVEMENT AND DISPOSE OF SAME PER S.B.CO. RECOMMENDATIONS 0-- CONSTRUCT 8" CURB AND GUTTER PER S.B.CO. STD. No. 115 m-- CONSTRUCT DRIVEWAY APPROACH PER S.B.CO. STD. No. 1298 0- CONSTRUCT A.C. OVER A.B. OR AS RECOMMENDED BY SOILS REPORT 0 --OVERLAY EXISTING A.C. PAVEMENT 0.10' 0- REMOVE EXISTING FENCE AS NECESSARY (SEE PRECISE GRADING PLAN) 0 --POWER POLE TO BE PROTECTED IN PLACE. &- PROTECT EXISTING OLIVE TREE IN PLACE W RELOCATE EXISTING OLIVE TREE ON-SITE -I N N n rn r*� ALM'6 1 �1 � 1�VE N IBOULEVARD i ENGINEER'S NOTICE TO CONTRACTOR QUANTITIES 330 LF 521 SF 250 LF 643 SF 2083 SF 3621 SF AS REQUIRED 3 EACH 6 EACH 1 EACH CHIEF, TRAFFIC DIVISION to -184-01 DATE INTERSTATE 10 1 VICINITY MAP NTS Q UNDERGROUND SERVICE ALERT CaII:ToII FREE 1-800 422-4133 TWO WORIONG DAYS BEFORE YOU DIG "CAUTION": RMmim fIWF flw USA CamW no1HIM �d f ow uMIMm "mW at #w * work aih. The anter will Inform you of whmn " will nofify /0-11-0/ 1 FIELD BOOK REF, APPLICANT: BREMCO CONSTRUCTION CO. 3470 EAST SPRING STREET LONG BEACH, CALIFORNIA 90806-2430 (562) 595-4687; (562) 424-8799 FAX "AIT,Tt3(4!11 USF DISTRIBUTION, INC. 10268 ALMOND AVENUE FONTANA, CALIFORNIA 92335 ENGINEER: LOCKWOOD ENGINEERING COMPANY 380 W. FOOTHILL BOULEVARD RIALTO, CALIFORNIA 92376 (909) 875-5015 ASSESSORS PARCEL NUMBER(S� 234-201-02,04,06,07 ADDRESS: 10268 ALMOND.AVENUE FONTANA, CALIFORNIA 92335 BENCHMARK: COUNTY OF SAN BERNARDINO BENCHMARK No. SPSN-00608 DESCRIBED AS FOLLOWS: RR SPIKE IN PP (NO NUMBER) 3.5 MILES WEST ALONG S.P. RR FROM THE SIERRA AVE OVERCROSSING AT BANANA AVE, 4 POLES WEST OF MILE POST 529, 30 FT SOUTH OF SOUTH RAIL OF S.P. MAIN TRACKS, 36 FT WEST OF BANANA AVE, EXTENDED. COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL DEPARTMENT DEMED BY: DRAWN BY: CHECKED By: APPROVED BY: DW I ON CWL W1 PRIMAMEM 1 ; THE EXISTENCE AND LOCATION OF ANY. UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. STREET IMPROVEMENT PLANS ALMOND AVENUE CUP/W154-85 APN's 234-201-02,04,06 & 07 Dv�CT.NZ . y533 W.0 NO. ROAD N0. 114100 SE FILE NO. 101-102 SHEET 1 OF 1 x - MEMO MHao EFal so ME i. ME 00 - _ - ___ _� �� m q'. a ®[NIf'�@:1■17;1 ME mm EFal • _ No ME so ME so so E Fal o ! EFal • - No NoE®®moi to . .. .. mom No o 01 :, I NONE SCALE 40 0 20 40 80 row IN FEET) 1 inch = 40 ft. EXISTING USF A=66'25'19 R=20.00' L=23.19' T=13.09' I rr_rkIn m I I INDICATES INSTALL PAVEMENT SECTION PER SOILS REPORT 310 '00100000 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 3. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF PERMIT. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELE POLES, POWER POLES, WATER METERS, VALVES OR HYDRANTS, ETC.) SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO COST TO THE COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 5. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE OR SURFACING. 7. 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 REVIEW 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 SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: (A) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. DELETED 10. DELETED 11. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.50' OF GRADING PLAN. THE TOP 0.50' SHALT. BE DENSIFIED TO 95% R.C. 12. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 13. IF ASPHALT CONCRETE IS PLACED DIRECTLY ON SUBGRADE OF ROADS OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. & P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 15. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 16. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 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 IIIA) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(A) AND 303(8). 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR 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 IN 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 III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE 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. R DISTRIBUTION o m r PARKING AREA FOR4, s �_ I I EXISTING CONCRETE CENTER �= � � RIBBON GUTTER 3 pp' USF DISTRIBUTORS g �.� I jI� € f t�_ � - ♦ ONN coo f t2 Wt EXISTING R ISI EXISTING R/W' r` II ' J ' �i ^^ EXISTING AC BERM,< _ I J Its ICz -----��----T _-=z=_-z=-_--x- _---x------x--- x- -- ��[l -- fx- - --W777 5r= - -x'713__ -- 7,7:,% -I -- -- -- -- -- -- - - --- - -- - -- -- -- -x-�-- -- --� Z r _ EXISTING CdcG ', x , _ % a _�., 7 7t 30 Go N00'00'45-' 9ti ��,° (l° ' 11- 12- 13 11� ++��+++ 15- R.. 16^ ?+ 1 `S �110?2 - 10? -~trot (10?6) ��o?7�_ ��0?8�_ EXISTING C&G (�O?9J-�::�'i 1 -� ao t o 1 GAS �VAtVE- 4 . ( o a ? XI TI $ ----� -- ------ --- ------ ------1 ----- --------- - ---- ----- -------- ---------=------------------- 20+00.00 ISTING E __ )" `� sir _ _ _ .� ...... _ -�_�--_.�. _�--,�--.-_..,.._.---- _._... _._�---- -_- .--- _ �_. ___---- -- _�_-_.__---------..�,.,.-..Y-...----------� �_ CL INTERSECTION r --------------- `.a- ---------------------- ------------z------------- ---- ------------ -------- -"# --------------`------------------------------------------ - ------ �i _ _ _ _ _ -�, _ _ _ _ _ _ _ _ �,- - - - - - - - - - - - �---�----ww�ra s-■.w� amara stiaaw tear w.�.va ---w.aaar.r ----w a�.r-rivv a�aa�-ivaaira a�aaiva vir%varrr�s�ivr ate% 00 !� EXISTING R/WLn C3 t; EXISTING R/W mai o g g c� rn EXISTING S/W <n 8 40`tzTYPICAL SECTION N W = O N N t N N N Z N� 4� to �� O C( J X30 -oo_ oC? ^' 1*_ ALMOND AVENUE CONSTRUCTION NOTES •- SAWCUT EXISTING A.C. PAVEMENT AS INDICATED IN TYPICAL SECTION. (Q-- REMOVE EXISTING A.C. PAVEMENT AND DISPOSE OF SAME PER S.B.CO. RECOMMENDATIONS 0-- CONSTRUCT 8" CURB AND GUTTER PER S.B.CO. STD. No. 115 m-- CONSTRUCT DRIVEWAY APPROACH PER S.B.CO. STD. No. 1298 0- CONSTRUCT A.C. OVER A.B. OR AS RECOMMENDED BY SOILS REPORT 0 --OVERLAY EXISTING A.C. PAVEMENT 0.10' 0- REMOVE EXISTING FENCE AS NECESSARY (SEE PRECISE GRADING PLAN) 0 --POWER POLE TO BE PROTECTED IN PLACE. &- PROTECT EXISTING OLIVE TREE IN PLACE W RELOCATE EXISTING OLIVE TREE ON-SITE -I N N n rn r*� ALM'6 1 �1 � 1�VE N IBOULEVARD i ENGINEER'S NOTICE TO CONTRACTOR QUANTITIES 330 LF 521 SF 250 LF 643 SF 2083 SF 3621 SF AS REQUIRED 3 EACH 6 EACH 1 EACH CHIEF, TRAFFIC DIVISION to -184-01 DATE INTERSTATE 10 1 VICINITY MAP NTS Q UNDERGROUND SERVICE ALERT CaII:ToII FREE 1-800 422-4133 TWO WORIONG DAYS BEFORE YOU DIG "CAUTION": RMmim fIWF flw USA CamW no1HIM �d f ow uMIMm "mW at #w * work aih. The anter will Inform you of whmn " will nofify /0-11-0/ 1 FIELD BOOK REF, APPLICANT: BREMCO CONSTRUCTION CO. 3470 EAST SPRING STREET LONG BEACH, CALIFORNIA 90806-2430 (562) 595-4687; (562) 424-8799 FAX "AIT,Tt3(4!11 USF DISTRIBUTION, INC. 10268 ALMOND AVENUE FONTANA, CALIFORNIA 92335 ENGINEER: LOCKWOOD ENGINEERING COMPANY 380 W. FOOTHILL BOULEVARD RIALTO, CALIFORNIA 92376 (909) 875-5015 ASSESSORS PARCEL NUMBER(S� 234-201-02,04,06,07 ADDRESS: 10268 ALMOND.AVENUE FONTANA, CALIFORNIA 92335 BENCHMARK: COUNTY OF SAN BERNARDINO BENCHMARK No. SPSN-00608 DESCRIBED AS FOLLOWS: RR SPIKE IN PP (NO NUMBER) 3.5 MILES WEST ALONG S.P. RR FROM THE SIERRA AVE OVERCROSSING AT BANANA AVE, 4 POLES WEST OF MILE POST 529, 30 FT SOUTH OF SOUTH RAIL OF S.P. MAIN TRACKS, 36 FT WEST OF BANANA AVE, EXTENDED. COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL DEPARTMENT DEMED BY: DRAWN BY: CHECKED By: APPROVED BY: DW I ON CWL W1 PRIMAMEM 1 ; THE EXISTENCE AND LOCATION OF ANY. UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. STREET IMPROVEMENT PLANS ALMOND AVENUE CUP/W154-85 APN's 234-201-02,04,06 & 07 Dv�CT.NZ . y533 W.0 NO. ROAD N0. 114100 SE FILE NO. 101-102 SHEET 1 OF 1 x