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Home My WebLink About4529-1VERT: 1 in = 4 ft HORZ: 1 in = 20 ft LEGEND TC TOP OF CURB FL FLOW LI N E EP EDGE OF PAVEMENT FH FIRE HYDRANT PP POWER POLE GUY ANCHOR ---/---- EDGE OF PAVEMENT EXISTING CURB/GUTTER -x_ -x- CHAIN LINK FENCE CONCRETE PAVING. o ASPHALT PAVING A.C. OVERLAY CONSTRUCTION NOTES i- - 10 EXIST. C & G -� -1 ,bio F p r:06T J CONSTRUCT 8" CURB &- GUTTER PER CO. STD. 115 -24' 30 CONSTRUCT 4" THK. P.C.C. SIDEWALK PER STD. 109, TYPE "B" 4� CONSTRUCT 3" THK. MIN. A.C. PAVEMENT OVER COMPACTED BASE PER GEIJirw^L Nom * j f �5 SAWCUT EXISTING A.C. PAVEMENT TO .WKM SMXTH._.JVIN 60 RELOCATE EXISTING POWER POLE 1489'39'00"E 11+00 IA�j EXIST. C & G So Y/ �� 00 70 OVERLAY EXISTING A.C. PAVEMENT ID M-04AM_ BUSTING NO PAF' t46_SlC.W ONOT 1k u ;�-.,l!� ,' ,tc� � HtE'F I ; GOtiIS'I UGrt'. `fEGI-�1N .MAt KEI : I'Z Gas• 8 i��L-6EATE- IrIV. 3o4 Fix EA5T8 OW TKAFFtG 0 PR07�T !N Pl.,Ac.E 30' 30' 12' 18' ( 18' �f r� VARIES 12' TO 13' z EXIST. CURB & GUTTER 7 5 4 W4 TO 2-41 44T 24,00 _ILL- EXIST. A.C. PAVEMENT TYPICAL SECTION - BOYLE AVE. NOT TO SCALE P L A N SCALE: 1 " = 20' 12' 6.5' 4' J 2% in 12+00 II t, i w uj 0 o, Q) 00 '�'4� � 0 X0 p LLJ V ao rn -F. CURVE DATA OA R=25.00' L=26.07' A=59'45'08" T=14.36' PLANS PREPARED BY FIELD BOOK REF. l' SANDERSON-GUTIERREZ CIVIL ENGINEERS & LAND SURVEYORS, INC 10050-A 6 TH STREET, RANCHO CUCAMONGA, CA 91730 (909) 980-1211 J.N. 03-018 e11t11. >•�� c.►�' LqUIS T. GUIs R.C.E 28501 EXP. 3/31/06 DiTt MARK REVISIONS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COU NTY,"PUBLf WOKK fp.-DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITH THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. 3. IF ASPHALT CONCRETE IS TO PLACED DIRECTLY ON SUBGRADE OR ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WITH PRIOR TO PAVING. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND. ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY .PUPttG_:1pg DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY .PWag!';W �6 DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 0. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. b. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 7•PUOLI6y'�OR�CS DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 8. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THIS PLAN WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE AT NO COST TO THE SAN BERNARDINO COUNTY 'PUSLrC,". /OtkK* DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 9. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS. SECTIONS HAVING GRADIENTS OF 0.50% OF FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 5 INCHES WIDE OR MORE THAN 4 FEET LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4 FEET AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 10. EXISTING COUNTY ROAD WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 11. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY pUbL j'C-'W0F4<* 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 SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TEST PERFORMED, INCLUDING EXPANSION PRESSURE READINGS, APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 12. BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO COUNTY PUft4C,W0AK5 DEPARTMENT SHALL BE USED. THE BENCH MARK USED AS A BASIS -SHALL BE IDENTIFIED. 13. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 14. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. i TRAFFIC CONTROL - GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKING 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 STD. 303a & 303b. 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 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 BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE DONE 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. 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW -GREEN. VICINITY MAP NOT TO SCALE 10 FRWY S.P.R.R. G� PROJECT AREA AF'# 2360 - O&Z - OI N.T.S. SLOVER AVE 7.7.03 CHIEF , _nFFIG- PIVI6I0N_ DATE COUNTY OF SAN BERNARDINO DESIGNED BYJ DRAWN BY CHECKED BY APPROVED BY. EBB CAT LTG ' SUBMITTED BY: C.D.E. RECOMM D D/APPROVED BY ASST. DIRECTOR OF GaL#C'1K S DATE APPR. DATE -jWN-lyDEVE-COPMENT ENGINEER DATE DIRECTOR OF PUl6L : WbRly DATE W.O. NO. STREET IMPROVEMENT PLANS ROAD NO. 11`1750 _ BOYLE AVE FILE N0. STA. 10+99.50 TO STA. 11+98.64 144-,14q (FONTANA AREA) SHEET 1 OF 2 A P # owc-, . No . 457p� w > <> a � Y 0 o o > Q J NOT TO SCALE 10 FRWY S.P.R.R. G� PROJECT AREA AF'# 2360 - O&Z - OI N.T.S. SLOVER AVE 7.7.03 CHIEF , _nFFIG- PIVI6I0N_ DATE COUNTY OF SAN BERNARDINO DESIGNED BYJ DRAWN BY CHECKED BY APPROVED BY. EBB CAT LTG ' SUBMITTED BY: C.D.E. RECOMM D D/APPROVED BY ASST. DIRECTOR OF GaL#C'1K S DATE APPR. DATE -jWN-lyDEVE-COPMENT ENGINEER DATE DIRECTOR OF PUl6L : WbRly DATE W.O. NO. STREET IMPROVEMENT PLANS ROAD NO. 11`1750 _ BOYLE AVE FILE N0. STA. 10+99.50 TO STA. 11+98.64 144-,14q (FONTANA AREA) SHEET 1 OF 2 A P # owc-, . No . 457p�