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Home My WebLink About5445-1rs ,IL �N .o N LM z Y � �w �W Z Lu puj J cjw u� W� Cc a� a-4 rL 4 RECORD DRAWING AS -BUILT NAME: Casey Miyashita COMPANY: SJD&B, Inc. SIGNATURE:- DATE: 5/4/18 GENERAL NOTES 1. GROUND CONTROL AND SUPPLEMENTAL TOPOGRAPHICAL SURVEY AND BASIS PLAN WAS CONDUCTED BY PROJECT DESIGN CONSULTANTS, 701 B STREET, SUITE 800. SAN DIEGO, CA 92101. 2. ALL FOUNDATION LOCATIONS ARE TO BE POTHOLED BY THE CONTRACTOR PRIOR TO EXCAVATION. 3. RIGHT-OF-WAY DELINEATED ON THE PLANS WAS OBTAINED FROM AVAILABLE CITY, COUNTY AND SCRRA RIGHT OF WAY RECORDS AND DATA. 4. STANDARD METHODS AND AVAILABLE RECORDS HAVE CONFIRMED THE EXISTENCE OF THE UNDERGROUND UTILITIES SHOWN ON THESE PLANS, THE INDICATED LOCATIONS OF THESE UTILITIES ARE APPROXIMATE AND MAY NOT BE COMPLETE. ALL UTILITIES ARE TO BE FIELD VERIFIED BY THE CONTRACTOR. 5. PRIOR TO COMMENCING WORK, ALL EXISTING SITE AND TRACK CONDITIONS SHALL BE FIELD VERIFIED WITH THE ENGINEER TO ASCERTAIN THE LIMITS OF THE WORK ACTIVITIES. THE CONTRACTOR SHALL SUBMIT AND RECEIVE THE ENGINEER'S APPROVAL OF THE PROJECT SCHEDULE AND THE OPERATIONS PLAN. EACH ITEM OF WORK SHALL BE DESCRIBED AND ACCOUNTED FOR IN BOTH DOCUMENTS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING SUBMITTAL REQUIREMENTS. 6. THE INDICATED LOCATION OF FIBER OPTIC CABLE IS APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY EXCAVATION OR OTHER WORK IN THE VICINITY. THE CONTRACTOR WILL BE RESPONSIBLE TO REPAIR/REPLACE, AT HIS EXPENSE, ANY CABLES AND ALL ASSOCIATED WORK THEY DAMAGE INCLUDING PAYMENT OF ANY DAMAGE CLAIMS BY THE UTILITY COMPANY. 7. ALL CONSTRUCTION SHALL BE SCHEDULED AND COORDINATED THROUGH THE ENGINEER AND WITH THE VARIOUS COMPANIES AND AGENCIES WHICH MAY BE AFFECTED BY THIS WORK. ALL REQUIRED PERMITS NEEDED FOR THE WORK SHALL BE OBTAINED BY CONTRACTORS UNLESS ALREADY PROVIDED. 8. THE CONTRACTOR WILL VERIFY THE INVERTS AND LOCATIONS OF ALL EXISTING DRAINAGE FACILITIES THAT ARE TO REMAIN AND BE MAINTAINED. 9. EXISTING PIPES AND CULVERTS THAT ARE TO BE MAINTAINED WILL BE CLEANED AND FLUSHED AS NECESSARY TO RESTORE FULL CAPACITY. 10. THE CONTRACTOR WILL FOLLOW ALL APPLICABLE SAFETY CODES, REGULATIONS AND SPECIFICATIONS. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION TO ITS ORIGINAL CONDITION OF ANY STRUCTURE INTENDED TO REMAIN IN PLACE. 12. RAIL TRAFFIC DISRUPTIONS SHALL BE KEPT TO A MINIMUM DURING THE EXECUTION OF THE WORK. SUCH DISRUPTIONS THAT MAY BE REQUIRED SHALL BE COORDINATED WITH THE ENGINEER AND SORRA PER SECTION 011400 OF THE SPECIFICATIONS. 13. ROADWAY TRAFFIC DISRUPTIONS SHALL BE KEPT TO A MINIMUM AS PRESCRIBED BY THE PERMITTING AGENCY DURING CONSTRUCTION. ALL LANE CLOSURES SHALL BE COORDINATED WITH THE CITY AND/OR AGENCIES HAVING JURISDICTION BEFOREHAND AND THE ENGINEER WILL BE KEPT FULLY INFORMED AS TO SUCH REQUEST FOR CLOSURE. 14. ANY CONCRETE SLABS, FOUNDATIONS, BULK HEADS AND FENCING THAT INTERFERE WITH NEW WORK SHALL BE DEMOLISHED AND REMOVED. ALL EXISTING FEATURES TO REMAIN SHALL BE LEFT INTACT OR ADJUSTED TO PROVIDE A STABLE AND SAFE CONDITION COMPATIBLE WITH THE NEW WORK. ANY EXISTING FEATURES TO REMAIN THAT HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 15, ALL EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT SITE, ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES FROM DAMAGE DURING THE COURSE OF THE OPERATION. THE CONTRACTOR SHALL REPAIR AND/OR RESTORE DAMAGED UTIL[TIES AT HIS OWN EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 16. ALL PROJECT AREAS TO BE SPRAYED WITH PRE -EMERGENT HERBICIDE UPON COMPLETION OF WORK. 17. THE CONTRACTOR SHALL REMOVE ALL EXISTING STRIPING PRIOR TO APPLICATION OF SLURRY SEAL. 18, ALL STRIPING SHALL CONFORM TO CALTRANS DETAILS AND SPECIFICATIONS, 2015 OR LATEST. 19. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE SPRAYABLE THIN MIL THERMOPLASTIC. ALL CURB MARKINGS AND MEDIAN NOSE MARKINGS SHALL BE TRAFFIC PAINT UNLESS NOTED OTHERWISE. 20. ALL NEW REGULATORY AND WARNING SIGNS EXCEPT PARKING RESTRICTION SIGNS SHALL HAVE ASTM TYPE [X REFLECTIVE SHEETING (3M DIAMOND VIP GRADE OR EQUIVALENT). ALL NEW SCHOOL SIGNS SHALL BE FLUORESCENT YELLOW -GREEN. ALL OTHER SIGNS HAVE ASTM TYPE IIA (SUPER ENGINEER GRADE) . 21. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED EVEN IF NOT SHOWN ON THE PLAN, REMOVAL OF STRIPING AND PAVEMENT MARKINGS SHALL BE DONE BY WET SAND BLASTING. ALL DAMAGED PAVEMENT DUE TO REMOVAL SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORMED SURFACE. 22. ALL WORK WITHIN RAILROAD RIGHT OF WAY SHALL BE IN ACCORDANCE WITH SCRRA STANDARDS AND PROCEDURES. mem77 sML; A D 0 DIAL TWO WORKING BEFORE .w. DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. CITY OF • %f.m.7'**RADE CROSSING PEDESTRIAN IMPROVEMENT PLANS m SIERRA AVENUE (CPUC # 101SG-49.10, DOT # 026145L, MP 49.10) JUNIPER AVENUE (CPUC # 101 SG -48-92, DOT # 026146T) MP 48-92) 13' Etta nda t eoera,4,g n3ativn GENERAL NOTES (CONTINUED E6, E FOOTHILL BLVD LU w AUTO CLUB PROJECT LOCATIONLU LU SPEEDWAY u w CL CITY OF FONTANA = v (NOT TO SCALE) 23. SORRA IS NOT A MEMBER OF D[GALERT. THE CONTRACTOR SHALL CALL SCRRA'S SIGNAL DEPARTMENT AT (909) 592-1346 A MINIMUM OF F[VE (5) DAYS PRIOR TO BEGINNING CONSTRUCTION TO MARK SIGNAL AND COMMUNICATION CABLES AND CONDUITS. TO ASSURE CABLES AND CONDUITS HAVE BEEN MARKED, NO WORK MAY PROCEED UNTIL YOU HAVE BEEN PROVIDED WITH AN SORRA DIG NUMBER. IN CASE OF SIGNAL EMERGENCIES OR GRADE CROSSING PROBLEMS, THE CONTRACTOR SHALL CALL SCRRA'S 24-HOUR SIGNAL EMERGENCY NUMBER 1-888-446-9721, 24. THE APPLICANT OR CONTRACTOR SHALL FOLLOW SCRRA'S "RIGHT-OF-WAY ENCROACHMENT APPROVAL PROCEDURES" (SCRRA FORM 36). 25 THE APPLICANT AND/OR THE CONTRACTOR SHALL FOLLOW SCRRA RULES AND REGULATIONS, ADDRESSED IN "RULES AND REQUIREMENTS FOR CONSTRUCTION ON RAILWAY PROPERTY" (SCRRA FORM 37). 26, CONTRACTOR IS TO COMPLETE SCRRA'S TEMPORARY RIGHT OF ENTRY AGREEMENT, FORM 6. REAL ESTATE LICENSE THROUGH THE APPROPRIATE MEMBER AGENCY MAY BE NEEDED. IF SO, FORM 6 WILL NOT BE ISSUED UNTIL THE LICENSE AGREEMENT HAS BEEN ISSUED. THIS FORM IS AVAILABLE ON SCRRA'S WEBSITE WWW.METROL[NKTRAINS.COM ("ABOUT US". AND "ENGINEERING AND CONSTRUCTION"). REVISION DESCRIPTION I DATE I ENCR, I CITY I DATE . nfOrmed Plans ept. 229 2017 INTERSTATE 10 ■ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. N" �IDIn�Is�i�ltteP*w:t��'!i§�+i�+e'n'�r1��aPi,1d� ' Urdu,rWci tJLI GENERAL NOTES (CONTINUED) 27. CONTACT SCRRA'S CONSULTANT/CONTRACTOR AT (714) 920-9037 TO ARRANGE FOR FLAGGING SERVICES. FLAGGING SERVICE IS DEPENDANT ON EMPLOYEE - IN -CHARGE (EIC) AVAILABILITY AND MAY REQUIRE A MINIMUM OF FIFTEEN WORKING DAYS PRIOR TO THE BEGINNING OF WORK. PRIOR NOTIFICATION OF FLAGGING SERVICES DOES NOT GUARANTEE THE AVAILABILITY OF THE EIC FOR THE PROPOSED DATE OF WORK. 28. CONTACT SCRRA'S CONSULTANT/CONTRACTOR AT 1-877--452-0205 TO ARRANGE FOR THIRD PARTY SAFETY TRAINING, ALLOW 24 TO 72 HOURS FROM THE REQUEST FOR SAFETY TRAINING TO ARRANGE THE TRAINING. 29. TEMPORARY TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO SCRRA FOR COMMENTS AND APPROVAL NOT LESS THAN 60 DAYS PRIOR TO START OF THE WORK. THE TEMPORARY TRAFFIC CONTROL PLANS SHALL BE PREPARED, SIGNED AND SEALED BY A CALIFORNIA LICENSED CIVIL OR TRAFFIC ENGINEER. TEMPORARY TRAFFIC CONTROL WILL COMPLY WITH THE CURRENT EDITIONS OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), TEMPORARY TRAFFIC CONTROL WORK AT OR NEAR GRADE CROSSING GUIDELINES PREPARED BY SCRRA, AND SCRRA ENGINEERING STANDARD ES4301. INDEX NO: G--01 tv � PREPARED UNDER THE SUPERVISION DF: 1,T�I` I- FO NTANA, CALIF 0 R N �A a GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT JAC01,, DRAWN BY: SGAI EL, PALMER TITLE SHEET As SHOWN DE9GNED ErY: CHECKED BY: DATE -L, PALMER 07/08/16 Date G� I// ,��1 J�+O' APPR EnF i nRAwING NO.. (J 1 ' f KEYVAN PIRBA7_ARI, P.E. K. PIRBAZAiI f I � // 7 5445 /1(