The URL can be used to link to this page

Home My WebLink About4381-1LIJ U) Y I -' �+ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, \� I � CONDUITS, OR STRUCTURES SHOWN ON THIS PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. � 11 ' < ca`' -_AwJ EXISTING GAS LINE- b' `1) � cP UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE oo i - - ---- -- - : - - -- -- � 1 1 1 413 G CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS -- -- - AND PROPERTY; THAT THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY �`- cn < EXISTING WATER LINE-- INE-666.78' 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. - --- -- ------------ UNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 666.78'- - (-- ---------- d -- u, a 0 - E- --- to - --- - 1 �/AT T T{ T AST U) Y I -' �+ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, \� I � CONDUITS, OR STRUCTURES SHOWN ON THIS PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. � THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THESE PLANS. THE b- CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE cP UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE oo DRAWINGS. r� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 413 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 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. - --- -- ------------ UNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. - - -- - .- - -------- - ASPH Ir N 17-.CEN-rE-RLINE---OF-6MP-RGVEME-NTS--f-8 - - TREET--ENTERLINE -- - to ...-- - 163.51' -. -- - -- - Tv B -__- ---- - ---- �� U%=i I RETURN DATA ❑ RADIUS DELTA LENGTH TANGENT 1 20.()0' 81'22'23" 28.40' 17.19' 503.26' LID --EXISTING GAS LINE .� cP '`-EXISTING WATER LINE - - + - - - - I- - - - -- - --- -- ------------ 17' 1 6.5` 10.5' 4' 6.5' 503.26' 11' 60' 43' I FEATHER j 2' MIN. g SLOPE 1/4:1 VARIES 2,74% T0,51.32% \13 r _ J � J m ( OF IMPROVEMENTS VICINITY MAP NOT TO SCALE 4 \1 Q� �SURFA CE FINISHED GRADE { REDWOOD HEADER (2'X8') G VARIES 0.00% TO 300% EXISTING IMPROVEMENTS TYPICAL SECTION NOT TO SCA LE Q. 2-3-05 WIN GENERAL NOTES 1. ALL WORK SHALL BE DOME IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. BENCH MARK DATA: CITY OF FONTANA BENCH MARK NO. 525. P.K. NAIL IN POWER POLE 31652115E AT THE NORTHEAST CORNER OF BEECH AVENUE AND VALLEY BOULEVARD. ELEVATION: 1079.02. 3. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENTS OR RIGHTS--OF-WAY. 4. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF 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 WIDTH PRIOR TO PAVING. 5. 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 DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, DEPARTMENT OF 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 SIEVE ANALYSIS AND SAIrID 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. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, AND PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: a. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. b. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 8. THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING CONSTRUCTION. THE SERVICE LATERALS FOR THE WATER SYSTEM AND THE GAS SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS THE PAVEMENT, SERVICE LATERALS SHALL BE BORED INTO PLACE. 9. FILL AND GRADE TO DRAIN ALL LOW AREAS ABUTTING TRACT ROADS TO A MINIMUM OF 1% GRADES. 10. ALL LATERAL CUTS W COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95% 11. 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. 12. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 13. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 14. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 15. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 16. EXPANSIVE SOILS: tN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTIVE EFFORT. 17. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND 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 COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 18. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAW -CUT AND REMOVED IN LENGTHS NOT LESS THAN 4" AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 19. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 20. ALL 0.40% OR LESS CURB GRADE LINES SHAL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. 21. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 22. 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. TRAFFIC CONTROL GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD 2003, 2. ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING, STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII/IX) RETROREFLECTIVE SHEETING NO PARKING" SIGNS SHALL BE (FHWA TYPE II SUPER ENGINEERING GRADE RETROREFLECTIVE SHEETING, AND ALL SCHOOL SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW -GREEN (FYG) RETROREFLECTIVE SHEETING. 4. ALL DELINEATORS AND CHANNELIZERS SHALL BE OF (FHWA TYPE VII) RETROREFLECTIVE SHEETING. 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303 (a) AND 303 (b). 6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. 8. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT UNE AND CROSSWALK 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 MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD 2003. 9. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE, CONSTRUCTION NOTE - I CONSTRUCT AC PAVEMENT PER THE RECOMMENDATION OF SOILS TEST. --CONSTRUCT MIN. 0.10' AC PAVEMENT OVERLAY PER TYP. SEC. (2' MIN). C� ( 3�--------CONSTRUCT 8" CONCRETE CURB AND GUTTER PER STD. No. 115. (4,'I CONSTRUCT SIDEWALK PER STD. No. 109 (TYPE "B„). �5�--------CONSTRUCT CONCRETE DRIVEWAY APPROACH PER STD. NO.129b, W=26'. (-SAWCUT EDGE OF EXISTING PAVEMENT FOR ALL AC JOINTS. 7 REMOVE EXISTING AS INDICATED. PROTECT IN PLACE EXISTING AS INDICATED. RELOCATE EXISTING AS INDICATED. INSTALL REDWOOD HEADER PER DETAIL THIS SHEET. 11 -PROVIDE OPENING TO ALLOW EXISTING DRAINAGE FLOW LINE. 12 CONSTRUCT AC PAVEMENT OVERLAY AS NECESSARY. 13 --CONSTRUCT CURB OUTLET STRUCTURE PER COUNTY STD. NO. 210, INLET TYPE II (MODIFIED), S=4'-0" AT STATION 16+73. STREET IMPROVEMENT PLANS --7-0- -NO- DWG. moo. 1301