HomeMy WebLinkAboutJan-88 - Robles Avenue - D-0352 Z4105 OVA"71121V 11197205 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACIION OF 95% IN THE ROADWAY 17. IN THE EVENT THAT Tit CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE BE SHALL
1. NO CONSTRUCTION SHALL 13E STARTED WITHOUT PLANS/PERMIT APPROVED BY THE CITY ENGINEERING PRISIN BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BRING IT 10 THE IMMEDIATE ATTENTION OF TIE ENGINEFR. IF HE FALLS TO DO SO, TIE CONTRACTOR
DEPARTMENT. TIE CITY ENGINEERING DEPARTMENT SHALLBE NOTIFIED AT I-EAST 24 HOURS PRIOR BELOW TIE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE SIMLI BE RESPONSIBLE FOR ANY ERROR IN TIE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT
COMPACTION. SUCH ERROR.
TO STARTING CONSTRUCTION, ANY COWSIRUCTION DONE WITBOUT APPROVED PLANS OR PRIOR NOTIFICATION
TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT Tit IMPROVEMENTS, WIN CUPIPLETED, ARE 18. EXISTING PAVING SHALL BE CUT IN ACCORDANCE WITH CITYICOUNIY STANDARDS AND SPECIFICATIONS
AND/OR OWNER'S RISK AND EXPENSE. IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. -AS-BUILT' PLANS AND SHALL REVEAL COMPEIENV SIRUCIURAL SECTION AND NEW PAVING SIIALL BE JOINED AT THIS POINT.
2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. Tit CIVIL ENGINEER CERTIFYING THE STRUCTURAL SECTION SHALL BE INSPECTED BY CITY ENGINEERING DEPARTMENT PRIOR TO PLACEMENT
Y1 IMPROVEMENTS AND PREPARING THE HAS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION OF BASE.
COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO
15 MADE.
1% ANY SURVEY MONUMENTS WITHIN III AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY
TIE APPROVAL OF LIFE CITY ENGINEERING DEPARTMENT.
7- A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WIT" CITY STANDARDS AND AS REQUIRED
3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS k
DEPARTMENT. BY STATE LAN, SUBDIVISION MAP ACT AND LAND SURVEYORS ACT.
SECTIONS 11-351.1403 AND 11-351.1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR -14
X A. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND 20. ALL GRADING SHALL BE IN CONWOMAKE It CIMPTER 70 OF THE CURRENT U.B.C. AND TITLE 8
10 PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF
THE MATERIAL. START OF CONSTRUCTION. CC Tit ATASCADERO BUILDING REGULATIONS AND SHALLBE SUPERVISED BY A SOILS ENGINEER WHEN
REQUIRED.
4. COMPACTION JESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED 9- AN EFFORT HAS BEEN MADE TO DEFINE TIE LOCATION OF UNDERGROND FACILITIES WITHIN THE
BY Tit CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY JOB SITE. "WEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN 21. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION
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ENGINEERING DEPARTMENT PRIOR TO PLACING OF T14E NEXT MATERIAL. !Sq) ONIHIS PLAN AND THEIR LOCAI TON WITRIT SIRMN IS APPROXIMATE. CONSIRUCTION CONTRACTOR AGREES OF TIE OFF-SITE PROPERTY OUNER.
f Ir/6 r i: I, kly 1,4 7f to, nnaf to W A?11 A5 60-WhavlAv THAI HE SHALL ASSUME SOIL AM) COMNEIE RISPUNSIBILIIY FOR LOCATING OR HAVING LGCATE�., ALL 2h NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT.
UNDERGROUND UTILITIES AND 0111ER FACILITIES AND FOR PROTECTING SAVE DURING THE COURSE OF
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CONSTRUCTION OF THE PROJECT. 23. CONTRACTOR AGREES THAT IN ACCORDANCE WIT" GENERALLY ACCEPTED CONSTRUCTION PRACTICES
AWAY thy Act Alf1whe 4r)PXDAe-
YINZr tr157'1A14r 1,a7Ze11e70r W M AMAMI CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COMATIONS
70 619VAIVIV f/unlyinn, k :Z3 uz 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR 10 THE START OF CONSTRUCTION. CONSTRUCTION
DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
14 VY) CONTRACTOR SUALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 AT LEAST 2-10 DAYS
IX- PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
BEFORE BEGINNING EXCAVATION AND SUAII. VERIFY IHE LOCATION OF ANY KNOWN UTILITIES AND WHETHER
TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS
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K, OR NOT A REPRESENTATIVE Of EACH COMPANY WILL BE PRESENT DURING EXCAVATION.
015W0 P DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE
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1* PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY AtUMNG TOM NEGLIGENCE OF DESIGN
1,w5;r^,241a- 01 1 11. A CITY ENCROACUMENT PERMIT IS REQUIRED FOR ALL W(MK PONE WITHIN THE PUBLIC RIG"FOF-
V WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. PROFESSIONAL.
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A R 41 12- TIT CITY INSPECTOR, ACTING ON BEHALF OF IDE CITY ENGINEERING DEPARFmENr, MAY REQUEST 24. TIE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE
IN57-41-L 'Z REVISIONS IN THE PLANS TO SOLVE INFORSEEN PROBLEMS TDAT MAY ARISE IN THE FIELD. ALL REVISIONS IN ACCORDANCE WITH CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL
007' N,
. W" ARE SUBJECT TO TIE APPROVAL OF THE CONTRACTOR'S ENGINEER.
is t IMND BOOK. NO STREET CLOSURE WILL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED
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dez Igoe. 09 13. CONSIRUCTION CONTRACTOR SIIALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY BY THE CITY ENGINEERING DEPARTMENT.
L f.W7'11V4r,4.e. LAN ve V) AND All CHANGES FROM Tit CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR 25. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR
77 0 -BUILTH DRAWINGS. NO CHANGES
SURVEYOR IN THE STATE OF CALIFORNIA.
IIIE PURPOSE OF PROVIDING Tit ENGINEER WITH A BASIS FOR "AS
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SHALL BE MADE WITHOUT PRIOR APPROVAL OF TIE ENGINEER. 26. ANY DISTURBED MAIL BOXES SUALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND
CITY PLANNING DEPARTMENT.
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14. TIE STRUCTURAL SECTION WILL BE BASED UPON SOILS TESTS TO DETERMINE R-VALUE OF EXISTING
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SOIL AND A TRAFFIC INDEX DESIGNATED BY CITY ENGINEERING DEPARTMENT T.I. ir
- OD OF EROSION CONTROL
15. ALL FRESH CUT OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED MEIII
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A a Z&'V& N,49'ff,6jf BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS.
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IN 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILTIV OF THE
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