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Home My WebLink AboutApr-89 - Bajada Avenue ------------- ................. --------- ---------- FA-1_--22PWrracr1oN marz5: 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO -THE START OF CONSTRUCTION. CONSTRUCTION 1 . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANSPERMIT APPROVED BY THE CITY ENGINEERING BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 AT LEAST 2-10 DAYS DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR ENGINEERING DEPARTMENT PRIOR TO PLACING OF THE NEXT MATERIAL. BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. TO STARTING CONSTRUCTION, ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ROADWAY 11 . A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN T E PUBLIC RIGHT-OF- 6 TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S PRISIM BETWEEN FINISHED SUBGRADF ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS H AND/OR OWNER'S RISK AND EXPENSE. WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. 6`Z&�eg, /9`&Z17'riffR Irffk'-5.Z. BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE v llellff6 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND COMPACTION. 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. �.-AS-BUILT PLANS ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE 13. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT COMPLETE AND ACCURATE RECORD OF ANY e 4'e SECTIONS 11-351 .1403 AND 11-351 .1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR IMPROVEMENTS AND PREPARING THE "AS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR 157P 6-6' TO PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF IS MADE. THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES 1;4e. IYIAI THE MATERIAL. SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING r.4 J DEPARTMENT. 14. THE STRUCTURAL SECTION WILL- BE BASED UPON SOILS TESTS TO DETERMINE R-VALUE OF EXISTING e,4-5e SOIL AND A TRAFFIC INDEX DESIGNATED BY CITY ENGINEERING DEPARTMENT T.I. 16`5 JIMENT PERMIT AND 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROAC START OF CONSTRUCTION. 1,5. ALL FRESH CUT OR FILL SL0_lPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTR.OL H BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS. 6Z 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN T E V,41-Llf !2F 15011- <L rl =,!5 JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN 16. ALL UTILITY RELOCATIONS AND/011 ALTERATIONS SHALL BE THE SOLE RESPONSIBILTIY OF THE ON THIS PLAN AND THEIR LOCATION WHERE SHOWN 15 APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATE�,' ALL DEVELOPER AT HIS EXPENSE. 7%R. i5ZCrAON AAAWA4 .411ENMe UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF TJAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL 17. IN THE EVENT I N, CONSTRUCTION OF THE PROJECT. BRING IT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS TO DO SO, THE CONTRACTOR E� SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION '0 CORRECT SUCHERROR. -TING PAVING SHALL BE CUT IN ACCORDANCE WITH CITY/COUNTY STANDARDS AND SPECIFICATIONS 18. EXIS T STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. AND SHALL REVEAL COMPETEN STRUCTURAL SECTION SHALL BE INSPECTED BY CITY ENGINEERING DEPART ENT PRIOR TO PLACEMENT M \j OF BASE. th 19. ANY SURVEY MONUMENTS WITHINTHE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY TANDARDS, AND AS REQUIRED A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WITH CITY S BY STATE LAW, SUBDIVISION MAP ACT AND I-AND SURVEYORS ACT. 20. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF THE CURRENT U.B.C. AND TITLE 8 OF THE ATASCADERO BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN REQUIRED. 21 . OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OFF-SITE PROPERTY OWNER. 22. NO TREES SHALL BE RE14OVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT. 71 IT GENERALLY ACCEPTED CONSTRUC ' ON PRACTICES, 23. CONTRACTOR AGREES THAT IN ACCORDANCE WIT 11 -0 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 0 CONTRACTOR WILL BE, REQUIRED I Nr 67d. IVIAO 9 TRUCTION FOR T14E PROJECT, INCLUD NO SAFETY OF ALL PERSONS AND 64, Z17 W6711VIll DURING11JECOURSE OF CONS I I PROPERTY, THAT THIS REQUIREMENTSBALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ---------------- - ------ TO NORMAL WORKING "OURS, AND CONIdACTOR FURTHER AGREES TO DEFEND, INDEMNIFY ANDHOLDHARMLESS loom* DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY.. REAL OR ALLEGED IN CONNECTION WITH THE ro :W,4�IV-- _Y ARISING FROM NEGLIGENCE OF DESIGN PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABIL11 �c PROFESSIONAL. 24. THE CONTRACTOR STIALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE lrl(1:5r1N& 12e,41*462f IN ACCORDANCE WITTICURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL qP1V.4P.1,4Zf1Yr Z or IJAND BOOK. NO STREET CLOSURE WILL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY -111E CITYENGINEERING DEPARTMENT. 25. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. 26. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND CITY PLANNING DEPARTMENT. 49AAMPA AlZMAff PXAN ..................... ................ .......... --------- ................. .................. .......... ---------- .......... .. ........ --------------- ----------- t ------------- ------------_- ---------- .............. 7 ------------ ...... ----------------- T ----------------------------- ----------------- ................. ------ A E4' r ......... ----------------------- APPROVED BY '7 .......... ---------- 4 V1,9 Z 01W 09 ION designed DATE REVI'S Em ER ------�'ll""�11--�.1-�"-----",�----�-�-�--l� -�- -",�,-"-"-,-I -------1. CUESTA ENGIN NG drawn 7401 EL CAMINO REAL *13 RO-BOX 2066 ATASCADERO, CALIFORNIA 93A23 job no. 805 466-6827 T 13760 -90 14N R. FALKENSTIEN -30 EXP 6 ------------------