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HomeMy WebLinkAbout2007 - San Diego Road FOR TRACT BOUNDARY RIGHT-OF-WAY CURB CURB & GUTTER ,: �,�`'' •{::!.'�a FLOWLINER09 — - -- . �C I� A AS C A CALI 0 "Rm� NIA EXISTING EDGE OF PAVEMENT EXISTING CONTOURS EXISTING BARB WIRE FENCE __............._..,� .. ..,...,.,.. ; r EXISTING WATER VALVE CONSTRICTION 'NOTES EXISTING WATER METER M� A: NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED ° .. BY THE.CITY ENGINEERING :DEPARTMENT. THE CITY ENGINEERING DEPARTMENT { f4m.y SHALLBE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING C ONSTRUCTION. EXISTING TELEPHONE RISER �.,...> ANY .CONSTRUCTION. DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE TO PASO ROBLES EXISTING STORM _DRAIN MANHOLE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE, EXISTING FIRE HYDRANT B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. EXISTING STREET LIGHT AVL C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO DRAIN INLET 1. j STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS t1C EXISTING STORM � PRIOR TO PLACING MATERIAL, TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. �OP? EXISTING CURB INLETh 0A }{ „ D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED �� EXISTING POWER POLE AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BETRACT COMPLETED BY.A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY `�� ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL � � � EXISTING STREET SIGN E. SUBGRADE MATERIAL SHALL .BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN ASPHALT CONCRETE AC THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SITE LOCATION GRADE BREAK GB SHAI:L BE COMPACTED TO 90% RELATIVE COMPACTION. INVERT INV TOP OF CURB TC F. 'A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN `E CRS °� Z COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE .- TOP OF GRATE TG REQUESTFOR FINAL. INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION 1S COMPLETED;. THE CIVIL ENGINEER CERTIFYING THE TCT TOP OF WALL TOW IMPROVEMENTS AND'`PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN 2626% AC PAVING THE FINAL INSPECTION IS MADE. w G. AN EFFORT.HAS .BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND CONCRETE FACILITIES WITHIN THE JOB SITE. HOWEVER, .ALL EXISTING UTILITY AND w OTHER UNDERGROUND STRUCTURES MAY.NOT BE SHOWN ON THIS PLAN AND THEIR } EXISTING CONCRETE LOCATION .:V1 -ERE,SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR AGREES THAT' HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR .PROTECTING THEM DURING CONSTRUCTION. H. ALL UTILITY COMPANIES MUST BE .NOTIFIED PRIOR TO THE START OF5 ` CONS,RUCTION. THE CONSTRUCTION' ^ONTRACTOR SHALL CONTACT UNDERGROUND SANTA SERVICE ALERT (U..S:A.) AT 1--800-642--2444 TWO TO TEN DAYS PRIOR TO THE 4J START OF EXCAVATION AND SHALL VERIFY THE LOCA11ON OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. I."`A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF--WAY, FOR ROAD CONSTRUCTION AND THE INSPECTION CARD SHALL TO SAN LUIS OBISPO BE POSTED ON THE .JOB SITE PRIOR TO THE START OF CONSTRUCTION. IMPROVEMENT PLANS AN DIEGO ROAD J. THE CITY INSPECTOR, ACTING ON BEHALF OF THE. CITY ENGINEERING L INITY .ED DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE .UNFORESEEN PROBLEMS THAT"MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR. TO DEVIATIONS IN THE WORK FROM THE PLANS. THE. CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE SATISFACTION OF THE INSPECTOR. K. THE .CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED. IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING L THE :EN:GINEER 'WIT-4. A 'BASIS FOR RECORD ,DRAWINGS.. NO CHANGES SHALL BE E MADE WITHOUT PRIOR APPROVAL OF THE :CITY ENGINEERING DEPARTMENT AND THE CONTRACTOR SHALL HAVE � �/ A COPY OF THE CITY OF • DESIGN 'ENGINEER♦ SHEEIlllAt1�1MIlYIlY1D . ATASCADERO STANDARDS I I�1. AND SPECIFICATIONS AND L. THE STRUCTURAL SECTION 'SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE I CAL TRANS STANDARD R--VALUE OF EXIS'T'ING;SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY 1. COVER SHEET PLANS ON SITE DURING ENGINEERING DEPARTMENT AND SHOWN `ON EACH CROSS--SECTION. 2. STREET IMPROVEMENT PLAN CONSTRUCTION ACTIVITIES. 00 a M. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF 3. DETAIL SHEET EROSION CONTROL APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO a' 'FINAL INSPECTION. b N, ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE CIML EN Gt N�,; 1� ,. RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. CANNON ASSOCIATES 0. IN THE EVENT THAT THE CONTRACTOR N0110ES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN 364 LUIS O STREET ENGINEER AND, THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, SAN LUIS OB407 CA 93441 THE, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND ($05) 544--7407 o NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 0 P. EXISTING PAVEMENT SHALL BE SAW,.CUT IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION AND NEW' PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION o SHALL.DE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE w PLACEMENT OF BASE. Q. TIME CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED o CONSTRUCTION :PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE cs AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL -PERSONS. AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO v APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE i CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE ` CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE o DESIGN PROFESSIONAL. R. THE CONTRACTOR SHALL .MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL 'BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR -* TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR LANE CLOSURE SHALL BE PERMITTED 'UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. E N G I N E E R S R E N S IMPROVEMENT PLANS FOR SAN DIEGO RD PLANNERS NO. BY DATE DESCRIPTION • � SURVEYORS 364 Pacific Street °n Geos)is"_7407, COVER S! ET & NOTES THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES d- (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND CITY OF ATASCADERO, CA SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCE BY: d' THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS 0 �O t .0� TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED 'I0/19/®7 BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE �"} p�.� CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR !•® 4.� - CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGINEER--STEVE KAHN, RCE 42350, EXP. -31--0 DATE SJR DJM 041046 1" 20' 1 OF,3 Li. .,.. ..,.. i g _ _ _._. _ _....... . ... ..... ... 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