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HomeMy WebLinkAbout4528-1STREET IMPROVEMENT PLAN BOYLE AVENUE STA 5+42 TO 13+32 POPLAR AVENUE STA 9+96 TO 13+05 ASSESSOR'S PARCEL NUMBER 0237-042-07 COUNTY OF SAN BERNARDINO I i SEE SHEET 3 0 p ' i A.P.N. 0237-042-07 p Z p 0 p ' v II � Ld I Ip o RIDGE LINE I I q__=h,-ZYN-7S- DIRECTION OF FLOW DIRF�CTION OF FLOW _ _ COP;STRUC Pl TEA1✓ .P.S TP:' AFN 237- -10 F i" 'r 1" o F 51PIGLE FAP ' RE51DI :E 1LE, JOE R. CA5TLE, JOE R. Oj_DA, GL..DALUPE - _5Tt1E... BUD',, D :;iL J ! SU51P, L 1d :ILL CHA..L_5 t MARIANNE ( T UCI:5TC GE YAP.I AF?I 237-673-10 APN 237-0•:3-17 .f';J 237-0:13-12 IN 0237-0»3-1 G :%FN 237 -043 -OG C,A',:'PAIJA, EMVARD J s DE5F4 D OUTDOOR PALLET 5TOP;kC-E 5iI:GLE FAIT ILY FE51D["'JCE OUTDCOR PALL -9 5T0"PAGE UT DOORPAUFT5TOFAG`_ L .i 5T0'A.-F AFN 237-043-0? OU DOOR PA E- �- OUTDOOR PALLET 5TOFLAGE IR I IR I IR I i �-X I SEE SHEET 2 INDEX MAP �I SCALE I "= 100' PROPOSED CE R/W BOYLE R/W _L 33' L VARIES 25' TO 33' G.51 0_ L4- VICINITY MAP N NTS THOMAS BROS. GUIDE PG. 6049 E-7 221 Gil I I I I 2% MEET EXISTING 2 I EXISTING GROUND 7 EXISTING AD TO BOE REMOVED TYPICAL SECTION BOYLE AVENUE STA G+00 TO 10+85.80 NTS T1= VARIES TO EXISTING UNDERGROUND SERVICE ALERT Call Toll Free 1-800-227-2600 Two working days before you dig. SIDEWALK TRAN51TI ON DETAIL NT5 BENCHMARK: BEGIN A CHISELED "X" ON TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF 5LOVER AVENUE AND POPLAR AVENUE. BENCH #240, CITY OF FONTANA ELEV. 1052.64 EXIST. R/W CONSTRUCTION NOTES ESTIMATES OF QUANTITIES* LU 915 TONS AC - 308 CY AGG BASE 02 INSTALL X -GUTTER TO MEET EXISTING PER 5.15.C.R. STD. 1 19 - - - - - - - - - - - - - - - - - - - I EA. VALLEY BLVD - 975 L.F. ® INSTALL G' SIDEWALK PER 5.B.C.R. STD. 109 TYPE 'C' - - - - - - - - - - - - - - - - - - - - - - - 5,598 S.F. O INSTALL COMMERCIAL D/W PER 5.B.C.R. STD 129D ("W" AS SHOWN) - - - - - - - - - - - - - - 5 EA. SqN w w OREMOVE EXISTING A.C. PAVEMENT ................................. I G,599 5.f.5995.F. ® 5AWCUT EXISTING AC PAVEMENT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77 L. f. BERNARDINO Q Q I O INSTALL HANDICAP ACCESS RAMP PER 5.B.C.R. STD. I I O -C - - - - - - - - - - - - - - - - - - FRWY ICATCH AND PIPE REMOVED ------------------------- EA. W = - 4 EA. g m cn - I EA. 15CON5TRUCTCURB CUT Off WALL PER COUNTY 5TDIZ7--------------------- WlL1 -I O Q *"PRELIMINARY SECTION ONLY -FINAL SECTION TO BE DETERMINED Q CL m BY SOILS ENGINEER. n - Q U OYLE AVE LU PROJE = SITE U 5LOVER AVE L4- VICINITY MAP N NTS THOMAS BROS. GUIDE PG. 6049 E-7 221 Gil I I I I 2% MEET EXISTING 2 I EXISTING GROUND 7 EXISTING AD TO BOE REMOVED TYPICAL SECTION BOYLE AVENUE STA G+00 TO 10+85.80 NTS T1= VARIES TO EXISTING UNDERGROUND SERVICE ALERT Call Toll Free 1-800-227-2600 Two working days before you dig. SIDEWALK TRAN51TI ON DETAIL NT5 BENCHMARK: BEGIN A CHISELED "X" ON TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF 5LOVER AVENUE AND POPLAR AVENUE. BENCH #240, CITY OF FONTANA ELEV. 1052.64 EXIST. R/W CONSTRUCTION NOTES ESTIMATES OF QUANTITIES* (DCONSTRUCT 3" AC OVER 4" AGG BASE* * ( 25,2775F) PER GENERAL NOTE 13 - - - - . . . . 915 TONS AC - 308 CY AGG BASE 02 INSTALL X -GUTTER TO MEET EXISTING PER 5.15.C.R. STD. 1 19 - - - - - - - - - - - - - - - - - - - I EA. O INSTALL 8" P.C.C. CURB �- GUTTER PER 5.B.C.R. STD 1 15 - - - - - - - - - - - - - - - - - - - - - 975 L.F. ® INSTALL G' SIDEWALK PER 5.B.C.R. STD. 109 TYPE 'C' - - - - - - - - - - - - - - - - - - - - - - - 5,598 S.F. O INSTALL COMMERCIAL D/W PER 5.B.C.R. STD 129D ("W" AS SHOWN) - - - - - - - - - - - - - - 5 EA. © PROTECT IN PLACE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L.5. OREMOVE EXISTING A.C. PAVEMENT ................................. I G,599 5.f.5995.F. ® 5AWCUT EXISTING AC PAVEMENT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77 L. f. OTO BE RELOCATED - ---------------------------------------- -L.5. I O INSTALL HANDICAP ACCESS RAMP PER 5.B.C.R. STD. I I O -C - - - - - - - - - - - - - - - - - - - L.5. ICATCH AND PIPE REMOVED ------------------------- EA. 12 INSTALL 3' UNDER5IDEWALK DRAIN PER COUNTY STD. 2 10 - - - - - - - - - - - - - - - - - - - - 4 EA. 13 INSTALL SIGN PER CALTRAN5 TRAFFIC MANUAL - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 EA. 14 I N5TALL 'STOP' LEGEND � LIMIT LINE PER CALTRAN5 STD. A24D * A24E - - - - - - - - - - - - - I EA. 15CON5TRUCTCURB CUT Off WALL PER COUNTY 5TDIZ7--------------------- IEA. " ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. *"PRELIMINARY SECTION ONLY -FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. 121 i 5.5 G-5 CE POPLAR AVE. 30' L 30' EXIST. R/W I. I FILL @ 3:1 SLOPE � TO MEET EXISTING TYPICAL SECTION POPLAR AVENUE 5TA 10+47. 18 TO 13+04.92 NTS TI= THATCHER ENGINEERING & ASSOCIATES, INC. 345 5Th STREET, SUITE B REDLAND5, CA. 92374 (909) 748-7777 FAX (909) 748-7776 LAND PLANNING CIVIL ENGINEERING C - 1�1-LAND5CAPEARCHITECTURE SURVEYING elven W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2005 NO. I DATE PREPARED I DE51GNED BY DRAWN BY 5HEET 7GO I 11/18/03 MWT 5W I OF 3 EXISTING GROUND 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 PUBLIC WORKS. 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(b). 5. ALL CONFLICTING STRIPING AMD PAVEMENT MARKINGS NOT SHOWN ON THE PLAN, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. G. 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/OBLITRATED, 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 THE FINAL REVIEW (WLK 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. 1 1. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW -GREEN. CHIEF TRAFFIC DIVISION DATE PRIVATE ENGINEER'S 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 CITY/COUNTY RECORDS. THE CONTRACTOR IS 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 5FtOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR.JO5- SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TH15-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 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARD SPECIFICATIONS. 2. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON 5UB- GRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL 5TERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'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 CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY. PUBLIC WORKS DEPARTMENT PRIOR TO ANY CONSTRUCTION. 5. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT 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 SAN BERNARDINO COUNTY PUBLIC WORKS 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 5UBGRADE5 SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY PUBLIC WORKS 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 DEN5I1FIED TO 95% ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION G OF SAN BERNARDINO 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 PUBLIC WORKS DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 1 1. PUBLIC WORKS 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 SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT,FEILD ENGINEERING DIVISION, PUBLIC WORKS 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 SIEVE ANALYSIS AND THE SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND DATA SHEETS FOR ALL R -VALUE TESTS PRE FORMED, 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 PUBLIC WORKS DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 1 FIELD BOOK REF. COUNTY OF 5AN BERNARDINO W.O. NO. - STREET IMPROVEMENT PLANS - DEPARTMENT Of PUBLIC WORKS ROAD NO. DF_51GNED BY DRAWN BY CHECKED BY APPROVED BY 177750 MWT CO TITLE SHEET FILE NO. 5UBM1nD13 C.D.E A55T DIRECTOR OF PUBLIC WOR\5 DATE ASSESSOR'S PARCEL NUMBER 0237-042-07 15G- 15 / RECOM END P VED BY c0� PM I G 117 SHEET OF �� (J� MARK REVISIONS APPR DATE LAND D VELOPNI N NGINEER DATE DIRECTOR OF PUBLIC•WORK5 DATE _ 3 I.07GO I R '� \C-1. coo