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Home My WebLink About5283-1 TRAFFIC CONTROL - GENERAL NOTES 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. 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN 2. ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. PAINT. NLY R/w � SLY R/W 2. A PERMIT FROM SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED PRIOR TO ANY ENCROACHMENT OR 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA, ASTM 4956-01 TYPE III) - 30' 30' CONSTRUCTION WITHIN THE COUNTY RIGHTS OF WAY OF EASEMENTS. RETROREFLECTIVE SHEETING, EXCEPT: (1) "STOP" SIGNS SHALL BE DIAMOND GRADE(FHWA, ASTM 4956-01 TYPE VII FOR RURAL SETTINGS AND TYPE II FOR 12' 18' 18' 12' 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR URBAN SETTINGS) RETROREFLECTIVE SHEETING, (2) "NO PARKING" SIGNS SHALL BE 0 12'-VARIES VARIES VARIES POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SUPER ENGINEERING GRADE (FHWA, ASTM 4956-01 TYPE II) RETROREFLECTIVE 2' 12' 13' 12'-13' 9'-10' Y` SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN SHEETING AND (3) ALL SCHOOL SIGNS SHALL BE DIAMOND GRADE (FHWA, ASTM 0 LEVEL I-- I 4„ 1, ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE LINE VARIES 0.33 AVG. 0.12' VARIES 1� REMOVED OR RELOCATED AT DEVELOPERS EXPENSE AND AT NO COST TO 4956-01 TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) RETROREFLECTIVE MAX 2:1 3ES, TO r _ _ SHEETING. II • I ` . - - - - - - TI-`� EXISTING NATURAL THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT SHALL �" - --_ I _ GROUND BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. ~WM ``� ~� ~� --------I-1'1 I _� - 4. ALL DELINEATORS AND CHANNELIZERS SHALL BE DIAMOND GRADE (FHWA, ASTM 2% TO 2.3% I 4956-01 TYPE VII) RETROREFLECTIVE SHEETING. EXISTING NATURAL 1 2� MINIEXISTING PAVEMENT L J 4. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY GROUND CONSTRUCT CONCREf --CROSS SLOPE FEATHER OVER 2 DEPARTMENT OF PUBLIC WORKS PRIOR TO MAKING APPLICATION AND CURB AND GUTTER PER 9 MINIMUM ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 5. SIGNS SHALL BE MOUNTED ON METAL POSTS PER COUNTY STANDARDS 303(a) AND SAN BERNARDINO COUNTY 303(b). STANDARD DRAWING NO 1 1$ INSTALL____ 5. ALL 0.40% OR LESS CURB GRADES SHALL BE STAKED AT 25 FT. INTERVALS OC PAVEMENT AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. 6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL SUBGRADE PREPARED SU BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISED BY THICKNESS OF ASPHALT 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. CONCRETE OTE M NED PERE GENERAL TYPICAL SECTION-CITRON AVENUE CURB AND/OR CURB AND GUTTER. THE CONTRACTOR SHALL DILIGENTLY 7. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE NOTE 11. NTS PURSUE THIS PORTION OF WORK UNTIL COMPLETION. CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON PLANS 7. CURB AND GUTTER, CROSS-GUTTERS AND SPANDRELS SHALL BE SO OR AS DIRECTED BY COUNTY REPRESENTATIVE. CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING • 8. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS, INCLUDING CROSS GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. STREET "STOP" OR "YIELD" LEGENDS(S), LIMIT LINES(S) AND AND/OR CROSSWALK SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE ,_ THEN 4 FT. LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS REPLACED/RESTORED OF SAME KIND, AND IN CONFOMRANCE WITH THE CURRENT THAN 4 FT. AND REPLACED TO REDUCE PONDING TO THE MAXIMUM EDITION OF THE MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD I SPECIFIED. 2003. 8. EXISTING COUNTY ROADS, WHICH WILL REQUIRE RECONSTRUCTION, 9. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES, WITH THE ADEQUATE REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF DETOURS DURING ACTUAL CONSTRUCTION. TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. 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 USED UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT UNAUTHORIZED CHANGES & USES: WIDTH PRIOR TO PAVING. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR CONSTRUCTION NOTES: Da 10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 1 0 CONSTRUCT 8" CURB & GUTTER PER COUNTY STANDARD 115. 114 LF BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB-GRADES SHALL BE CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PERFORMED AT NO COST TO THE SAN BERNARDINO COUNTY A WRITTEN PREPARER OF THESE PLANS. O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY STANDARD 128. 137 SF REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE O CONSTRUCT AC OVER_____AGGREGATE BASE PER GENERAL NOTE #11 662 SF CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY EXISTING HAZARDOUS MATERIALS; DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO PLACEMENT ® SAWCUT TO FORM SMOOTH JOIN. 153 LF OF BASE MATERIAL AND/OR SURFACING. THE EXISTENCE AND LOCATION OF HAZARDOUS MATERIALS HAS NOT BEEN REVIEWED BY THE ENGINEER OR SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO O CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY STANDARD 109 TYPE C 100 LF 11 . AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE TAKE DUE PRECAUTIONARY MEASURES, INCLUDING AN INVESTIGATION IF NEEDED, TO PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER PROTECT ANY EXISTING HAZARDOUS MATERIALS IN PLACE OR TO PROVIDE TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD SUITABLE DISPOSAL. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ENGINEERING DIVISION, PUBLIC WORKS PERMITS SECTION, FOR REVIEW AND THE OWNERS OF KNOWN HAZARDOUS MATERIALS BEFORE STARTING CONSTRUCTION EVALUATION BY THE PAVEMENT MANAGMENT SECTION THE SUBMITTAL SHALL IT SHALL B HE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE SITE AND INCLUDE A PLOT SHOWING LOCATION OF SAMPLING, A TABULATION OF SIEVE PERSONNEL FROM CONTAMINATION OF KNOWN HAZARDOUS MATERIALS REMOVAL; DURING CONSTRUCTION. ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF 1❑ SAWCUT AND REMOVE EXISTING PAVEMENT. 300 SF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. 02 RELOCATE MAILBOX, WATER METER, POWER POLE. APPROVAL WILL BE GIVEN WHEN ALL STRUCTUAL SECTION REQUIREMENTS HOLD HARMLESS AND IDENTIFICATION CLAUSE: HAVE BEEN MET. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 12. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WORKS FIELD ENGINEERING DIVISION, PERMIT SECTION LISTING ALL TESTS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO OR DETERMINATIONS COMPLETED TO VERIFY APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND A. R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. HOLD THE COUNTY OF SAN BERNARDINO, OWNER AND ENGINEER HARMLESS B. STABILITY OIL CONTENT AND SIECE ANALYSIS OF ASPHALT SURFACING. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE 13. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER OR SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PROJECT SITE SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 17768 CITRON AVENUE FONTANA, CA 92335 EXISTING UNDERGROUND STRUCTURES: - Arrow Blvd Arrow Blvd Arrow Blvd Arrow Rte (n _ W Rialto Ave to THE EXISTENCE AND LOCATION OF THE UNDERGROUND UTILITY PIPES, CD Valencia Ave Valencia Ave .. 2 C7 r CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY a Orange Way ..-:. � ,-..r,.:.�� a OBSERVATION ONLY. TO THE BEST OF THE ENGINEER'S KNOWLEDGE - g m __. jt THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE THESE PLANS. THE Ceres Ave o d `f' 7z r 0 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTCeres Ivle�nll Ave Merrill Ave Men-ill Ave `° mI+ Merrill Ave THE UTILITY LINES SHOWN AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON � � � � � Granada Ave .� � I ;� � THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER(S) OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE DISTURBING Athol st Fontana I' m 1 > < _ THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES, SHOWN OR NOT o Pine Ave a> _ _ .E- Pine Ave - � Rialto ; ' SHOWN, ON THE DRAWINGS. m { a, n m Pinedale AVe m 3 ...W Randall:Ave = 0 Randall Ave Randall Ave m a. r c .- @ Filbert S� ' ¢ m ua m d Holly Dr c--1 4 Hawthorne Ave D $cf` d > cf) ca U m E L m ; I0� 0 ❑ m a) 127 000 Ma of MalloryDr ry9 d Ave NiarygoEd Ave 33 co e d Iris Dr Bloomington, m 2 Valley Blvd -- y m Valley Blvd a W.Valley Blvd:. :._ co m • 2801 Morosoh Corp.Al rights reserved. -.: .. -'h, .. VICINITY MAP Underground Service Alert . NTS QEF ORE yo a- IC60 IINikkii -6 Call: TOLL FREE litI 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG CHIEF, TRAFFIC DIVISION DATE LEGAL DESCRIPTION, OWNER; BENCHMARK; W.O. NO. SEMI TROPIC LAND AND WATER CO. SUDIVISION WEST 1/2 LOT 17768 CITRON AVENUE COUNTY BENCH MARK NUMBER 01128 AT LAUREL AVE & ORANGE WAY, 18 FT Hernandez, Kroone & Associates, Inc FIELD BOOK REF. COUNTY OF SAN BERNARDINO 454 EXCEPTING EAST 2.11 AC & EXCEPTING WEST 375 FT & FONTANA, CA 92335 EAST & 143 FT SOUTH OF INTERSECTION, 61.7 FT NORTH OF NORTH SIDE Q(# ONik -- CONSULTING ENGINEERS -- DEPARTMENT 0 F PUBLIC WORKS STREET IMPROVEMENT PLAN 05- 1038 --. EXCEPTING SOUTH 40 FT FCD CHANNEL, 1.4 MI EAST OF FONTANA ST 1250 FT SOUTH OF ARROW PLANNING - DESIGN - SURVEYING 1 to ROUTE, ON TOP EAST CURB OF LAUREL. 4g 4 H ROAD NO. y 234 EAST DRAKE DRIVE DESIGNED BY: DRAWN BY: CHECKED BY: 240150 S E w MORD R.NERNMIDQ SAN BERNARDINO, CA 92408 I I APPROVED BY: (909) 884-3222 FAX (909) 383-1577 RRH JAF NJC FILE N0. 42246 A E-MAIL neheidhghfagroupcom CITRON AVE N U E 8 * Exp 3-31-06 * 7 Y CIVIL �Q PREPS-,D UN • T v SU• - S1* 0 : I SUBMITTE BY: C.D,.E, ASST DIRECTOR OF PUBLIC WORKS DATE 17 / - 1 7 8 9TF �� I� , APN# 0246- 141 -06 SHEET OF CAU RECOMM D AP ROVED BY: ELEVATION: ELEV: 380.5200 RI H•7-I 'ERNANDEZ .y d FONTANA 1 0 F 2 MARK REVISIONS APPR DATE `)_` l R.C.E. 42246 LIC. EXP. 03/31/20 DAT . LAND D ELOPMENT ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE HKAMAP#: 5283-1 i