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HomeMy WebLinkAbout1984 - El Camino Real at Montecito p. F CONSTRUCT, t N'NOTIt '► F ""` J,. NO CQNSTRUCTION 'SMALL •BE STARTED. WITHOUT PLANS AP?PROI BY THE CITY,•ENQINEER OF •ATASCADIEiO. THE•CITY. ENGINEER' SHALL "BE NOTIFI•EP AT LEAST 24 HOURS PRIOR TP.-STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED' PLANS OR PRIOR NO•tINi XCATION TO THE-,CITY 4NBINEER T P F I PI ANS a m I 0� M IN WILL -'BE AEJEOTED A►NQ'•WIL:L. BE AT THE CONTRACTOR'S 'ANQ/OROWNER'S RISK. 2. ALL-CONSTRUCTION WORK, AND..•INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERb STANDARbS ANQ: SPECIFiOATIOW* AND •ALL-WORK SHALL .-BF. SUBJECT TO THE APPROVAL' OF' THE- CITY •ENGINEER. � m 3•. SOILS TESTS SHAILL.BE DONE IN ACCORDANCE WITH THE CT`fY STANDARDS ANa SPECiFXCATIONS SECTIONS •11•-351. 1404. ALL TESTS ' MUST BE MAOE* WITHIN. FIFTEEN DAYS PRIOR TO 'PLACING MATERIAL. THE TEST RESUL'T'S SHALL •CL•.EARLY -INDICATE THE-LOCATION AND SOURCE OF THE MATEF UAL.• 4,, COMPACTION TESTS SHALL. M -MAGE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED .BY •THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE-PLACING -OF 'THE NEXT MATERIAL. WORK TO BE DONE 5. SUBGRADE.MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK 95X XN •THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATEJkAL IN FILL SECTIbNS BELOW THE ZONE MENTIONED ABOVE SHALL BE TO BE DONE ACCORDING TO THESE PLANS AND COMPACTED TO 60,19 RELATIVE. EOMPACTION. THE CURRENT CITY OF ATASCADERO STANDARD 8': A. REGISTERED.CiV:kL ENG4MEE#l- MUST CERTIFY THAT THE IMPROVEMENTS, DRAWINGS AND SPECIFICATIONS: WHEN•'COMPt.ETED, ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. . •AS-BUILT PLANS ARE TO BE PREPARED AFTER PREPARATION OF SUBGRADE AND PAVING OF' STREETS CONST UCTION IS COMPLETfI}: THE CIVIL ENGINEER CERTIFYING THE IMPROVE- MENTS AND•PREPAAING 'TH'E •AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. CURB AND GLITTER S. At4 INSPECTION AGREEMENT• IS REQUIRED PRIOR TO THE START OF CON-. S�tAUCTION. SIDEWALK 9. ALL UTIL'I'TY COMPANIES MUST 'BE NOTIFIED PRIOR TO THE START OF CPN•- STAUCTION. DRIVEWAY APPROACH 10. THE CITY.ENDINE•ER MAY REQUIRE-REVISIONS IN THE PLANS TO SOLVE UNFORESEEN 'PRQHj_EMS' THAT AWARISE IN THE FIELD. ALL REVISIONS SHALL BE CROSS GUTTER SUBJECT TO THE APPROVAL 'OF THE.-DEVELOPER'S ENGINEER. I1 . BASE MATERIAL REQUIREMENTS • REMOVAL OF EXISTING PAVING AND S .r AGGREGATE,FOR CLASS 3 AGGREGATE BASE, SHALL BE FREE OF VEGETABLE MATTER REPLACE IN KIND AND.•OTMER.-'DF-L •ET-ERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE THAT IT CAN Bf_ •COMPACTED R19ADIL'Y UNDER WATER AND ROLLING TO FORM A FIRM STABLE BASE. TINE P&CtNTAGE COMPOSITION BY WEIGHT OF AGGREGATE BASE SHALL WATER LATERAL •••-• •---•� CONFORM TO* THE FOLLOWING•GRAOI -G• WHEN DETERMINED BY CALIFORNIA TEST METHOb•NO. 202. . SEWER LATERAL •••• w► SIEVE SIZE PERCENTAGE PASSING 1 .1,/,2'. •10OX N0. ' 4 40-BOX N0. •200• 0-15X THE AGGREQATE BASE SHALL ALSO CONFORM TO THE FOLLOWING QUALITY " REQUIREMENTS: TEST TYPE CALIF. TEST METHOD NO. MIN. REQUIREMENTS RESISTANCE •(R-VALUE) #.6401 70* SAND EQUIVALENT • (SE) *"217 25* BURA.BILITY • 0229' 25** 00 *NOTE: THE R-VALUE' REQUIREMENT MAY BE WAIVED, PROVIDED THE SE VALUE IS 30 OR MORE. **NOTE: .• !HE DURABTLITY REQUIREMENT MAY BE WAIVED, PROVIDED AN SE IS 30. OR MORE. 12. NEITHER THE OWNER. ..NQR THE- ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR'-RSGULA.TIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CON-- TRACTOR'SHALL• DESIGN; CQNSTRUCT AND MAINTAIN ALL SAFETY DEVICES, IN- CLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE -AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGU- LATIONS. . THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN AS CONCUR-- a RENCE BY.-.THE CITY THAT "TH£, APPLICANT, ENGINEERS, CONTRACTORS OR AGENTS HAVE BEEN A6S.0LVED' T0 ENFORCE APPLICABLE SAFETY RESPONSIBILITIES. 13., .A) ,% LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIAMED•BY FIELD MEASUREMENTS PRIOR TO CON- STRUCTION OF NEW WORK, B•) ' •.CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EX- ISTING' UNDERSAOUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION w° TO PERMIT REVISIONS 10 -PLANS IF REVISIONS ARE NECESSARY BECAUSE s OF 'ACTUAL LOCATION OF EXISTING FACILITIES. Q C) '• gEfORE EXCAVATING.FOR THIS CONTRACT, VERIFY LOCATION OF UNDER- GROUND UT.ILITI1F.S. ' THE •EXISTENCE AND LOCATION OF ANY UNDERGROUNDS •S/TL' UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF .TH AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER' UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 0) ' : CONTRACTOR: IS REQUIRED -TO FAKE PRECAUTIONARY MEASURES TOS. -z-,o PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF R'ECORO,OR NOT SHOWN ON THESE PLANS. R R�• _�� ,mac -14.. NOTIFY U.S-.A�. •PR°I TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY LOCATE 'THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT 800-842-2444•.. ' ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO CON- ST•RUCTi ON. 18. 'REGARDING GAS tOMPANY..FACXLITIES IN THE AREA OF CONSTRUCTION, ANY REt--CATION OR ALTERATI64 SHALL Be AT THE CONTRACTOR'S AND/OR OWNER'S EXPENSE. V®CIM17Y Ao#OR ND SCAG� U � m�° l ( C cat WESTLAND ENGINEERXNG CO. CONSULTING CIVIL ENGINEERING t3 541-3394 103o7 Mi "REETs SAN LUIS 0 I SPO, CA 93401 rmoRo'vEmE,.,vr PLANS1,11 P�tPA,LEWDra REX HENDRIX POR770N' OF LOTS - 4 ANLL 5 IN SLOCK S OF EAGLET NO. 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