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Home My WebLink About6796-2GENERAL NOTES: ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, STANDARD PLANS, THE CONTRACT PROVISIONS AND THE E REFERENCE OUS ECFFIICATONS STANDARDSO SHALL (BEE TH UNLESS OTHER'MSE NO—. WHEN A TECHNICAL CONFLICT IF FOUND TO EXIST IN THE A CAN NOT BE RESOLVED BY REFERENCE TO PRECEEi GREEN OUR". THE CONTRACTOR IMMEDIATELY REP START OF ANY WORK. I SPECTON COORDINATION SHALL BE REWES AT LEAST TWO RICH -OF--WADIT Y WITHINYS THEE CITY OR NCITY UN— CALL (909) 350-THE START OF ANY �0IN PUBLIC 761 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAPEC CONTROL PIX ES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OE AFFM CONTROLS. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL D THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DLINEAMRS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. >. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNtA STATE DIVISION OF INDUSTRIAL SAFETY, 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN APPPROVEDAMEANSGPURSUANTYTO THEN REQUSHOACE RMENTS OFETHE DIVUGROUNDOON OF ER EWSSHAM ALSO BEFWAROED WEHN THEE POOMNYAL EXISTS FORRSGROUND FIVE (5) MOVEMENT. 9, NO MATERIAL OR EOOPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY DUST Cl, INCLUDING ADEQUATE WATERING, AT ALL TMES. 20, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITES EXCEED 25-MILES PER HOUR. 21, ITI DEBRISCTO BEOR STAU_ DEPOSITED NOT CAUSE ONTO PUBLICNOREPRIVATE PROPERTYLADJACENT TOR O E RIGHT OF WAY DURING CONSTRUCTON WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFlLL SHALL BETAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFlLL COMPACTION. FAILURE TO OBTAIN THE REWIRED DN9TY SHALL REWIRE RE -WORKING OF FINISH TO MATCH EXISTING CONCRETE. 27. E SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. GENERAL NOTES (CONTA 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. NSRECTE) AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO PAVING OF STREETS. SO, ALL GBOXES SHAM BE RAISEDTO HNISHED MADE BY FTHE MPANNGVCERS AID L ONTRACCTORUPON COMPLETION OF PANTING. 3+. UPON COMPLETION OF CONSTRUCTION, CONTRACTORS SHALL RESTDE ALL SIGNING, STRIPING, BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATSFACTON OF THE CITY TRAFFIC ENGINEER. 32, CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SAHSFACTIOY OF THE CITY ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWWNGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE NOTICE TO CONTRACTORS: TRUCnON CON OR AGREES THAT N ACCORDANCE WITH GENERNMY ADOPTED CONTRUCnON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSUU FOR JOB SITE CONDITIONS DURING THE COM OF CONTRUCLM OF THE PROJECT, INCLUDING SAFETY OF ALL PER SON5 AND PROPERTY; THAT THIS REOUtREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMIMD TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDD. IN CONNECTION WIT+ THE PERFORMANCE OF THE WORK OF THIS PRO.£CT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGUGENCCE OF DESIGN PROFESSIONAL SURVEY MONUMENT NOTE: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS. HIGHWAY MAPS D POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED WE BY A UDNSED LAND SURVEYOR OR REGISTERED CVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTON, THESE CORNER RECORDS SHALL DESCRIBE TIE MONUMENTS FOUND WITH HE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL E SET AND CORNER RECORDS SHALL BE PIED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. CONTRACTOR'S RESPONSIBILITY FOR SAFETY: REW!REMENT HORS, AND OWNERS AND ALLEGED N ( EXCEPTING F( ENGINEER. LEGEND OF SYMBOLS AND ABBREVIATIONS: E%ISnNG FIRE HYDRANT ABAND ABANDONED STA STATION EXISTNG WATER VALVE AC ASPHALT CONCRETE TO TOP OF CURB - EXISTING POWER POLE AP ANGLE POINT WAd WATER METER ... " EXISTING MAILBOX BC BEGINNING OF CURVE EXISTING WATER METER BCR BEGIN CURB RETURN EXISTING EDD OF PAVEMENT CS CATCH BASIN EXISTING TREE OF CURB FACE E%ISnNG PALM TREE CL OF MNUNE EXISTING SHRUB/PLANT ED END OF CURVE EXISTING STREET LIGHT ECR END CURB RETURN R/W EXISTING MANHOLE EIEV ELEVATIONU€:. EXISTING SURVEY CONTROL FH FIRE HYDRANT E%ISnNG RIGHT-OF-WAY FL FLOW LINE C EXISTING PCC CONCRETE FS FINISH SUBE— PROP SED PCC CONCRETE GB GRADE BREAK C PROPOSED AC SIDEWALK/ORIVEWAY ACCESS INV INVERT PROPOSED ASPHALT CONCRETE OVERLAY LF UNEAR FEET PRO OHO ASPHALT CONCRETE ANHO-E PROPOSED COBBLESTONE PCC PCRRAND CEMENT CONCRETE HALT CONCRETE GRIND PUNT OF REVERSE CURVE ASPHALT CONCRETE REMOVAL SUCH �e PCC CONCRETE REMOVAL SD STORM DRAIN SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE EXISTING CURB AND GUTTER WERE APPUCABLE GRIND 2` MIN EXISTING AND OVERLAY,2' MN. \ ' PROPOSED CUR. AND `GUTTER OR AC QIKE ESSnNG PAVEMENT—' NEW PAVEMEXI GFD D AND OVERLAY DETAL °A' SCALE: N.TS. DRIVEWAY =AL 1 SCALE: N.T.S. DRIVEWAY DETAIL 2 SOME: N.T.S. u�eera.a,Re se<w�e a!en - STREETIMPROVEMENTS sHouLD CONSTRUCTION of THE l,�l"1"Y V1' r"ViN 1A1NA, IUALIP VK1V lA SECTOR 42+6/42+7 of THE GOVERNMENT `qwe - RAMONA AVENUE UE REQu!RED IMPRovEMENrs NOT COMMENCE STREET IMPROVEMENT PLANS CDOE REWNES A DIG ALERT DENTF CATION �p ey WITHIN TWO YEARS OF THE DATE OF NUMBER BE "SUED BEFORE A PERM T TO - `UNFER AVE TO 8�A AVENUE APPROVAL SHOWN HEREON AND CARRIED W^W' RAMONA AVE., ALDER AVE. AND LOCUST AVE. EXCAVATE WILL BE VALID xe.gazgs' `C - ALDER AVENUE FORTH IN A NUGENT MANNER, THE CITY T� W. _U`R FOR YOUR DIG ALERT I.D. NUMBER CAM E��9-�-=` t ( AVENUE TO AVENUE ENGINEER MAY REQUIRE REVISIONS TO STREET IMPROVEMENTS UNCE�Q a ___ _-..._.. THE PLANS ro BRINc THEM wTo�oP e. GENERAL NOTES AND DETAILS w,E TOM FGROUNDEI-ECO VICE AIERi �� a � F e i ifN� MM FA � �t Qt�80 LOCUST AVEI ILL llBt` TOLL FREE 1-800-22'1-2600 RRY M RENNER R.C.E. No. 69984 CONFORMANCE WITH CONDITIONS AND TWO WORKING DAYS BEFORE YOU DIG xv rzrwaroa mavwna nen corn nry neR XPIRES:9-30-24 ARROW BOULEVARD TO MLLER AVENLE STANDARD" IN EFFECT. �� TMR12