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UJ 4 p iLa dd! 3— f M- GC t 'r^ 4 " Sr5 €72 LU --------------- REVISION 0 TE CUESTA ENGINEARING row r I �/ I �w I : : -- a T �� :: a , • v tr k n 7401 EL CAMINO Ri I -: tATA SCADERO, CALIFORNIA 93A23 j 805 466-6827 eP5-1*9� shootf JOHN R. FALKENSTIEN f I 1 - - f l _ a edwofile A OA h(01'Ey. 1 . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS/PERMIT APPROVEP BY THE CITY ENGINEERING 'JEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION, ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL FE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. z 2� ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND "OUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THECOUNTY STANPARDS AND SPECIFICATIONS -351 .1403 AND 11-351 .1404. ALL TESTS MUST BE MADE W THIN FIFTEEN DAYS PRIOR SECTIONS 11 1 0 PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MAl."".1"TAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO PLACING OF THE NEXT MATERIAL. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ROADWAY PRISIM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE "AS-BUILT" PLANS IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL 'L'NGJNEER CERTIFYING THE IMPROVEMENTS ANDPREPARING THE "AS-BUILT" PLANS SHALL BE PRESENTWhEN THEFINAL INSPECTION IS MADE. 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING DEPARTMENT. & AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUNOFACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN CN THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES fliAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATI NG OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING S,�,,AIE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION -800-64'-'-2444 AT LEAST 2-10 DAYS CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 IES AND WHETHER BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF bt KNOWN UTILIT OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING 0ACAVATION. -OF- 11 . A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WTTP�g THE PUBLIC RIG T WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. q DEPARTMENT, MAY REQUEST 12� THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERIN ALL REVISIONS REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. Au ACCURATE RECORD OF ANY 13. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE 'A AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUIL,,,-" DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. t4. THE STRUCTURAL SECTION WILL BE BASED UPON-SOILS TESTS TO DETERMINE R-VALUE OF- EXISTING- SOIL AND A TRAFFIC I-NDEX DESIGNATED BY CITY ENGINEERING DEAPARTM- T ­Trl. 'a 15. ALL FRESH CUT OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTROL BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS. 16. ALL UTILITY RELOCATIONS AND/011 ALTERATIONS SHALL BE THE SOLE RESPONSIBILTIY OF THE DEVELOPER AT HIS EXPENSE. 17. IN 'THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN 16�_ LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF TtlE ENGINEER, IF HE FAILS TO DO SO, THE CONTRACTOR SIIALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 18. EXISTING PAVING SHALL BE CUT IN ACCORDANCE WITH CITY/COUNTY 'STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. STRUCTURAL SECTION SHALL BE INSPECTED BY CITY ENGINEERING DEPAi�TMENT PRIOR TO PLACEMENT OF BASE. 19. ANY SURVEY MONUMENTS WITHIN TIIE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY RelX0, 'fe' ' A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WITH C_�TY STANDARDS AND AS REQUIRED BY STATE LAW, SUBDIVISION MAP ACT AND LAND SURVEYORS ACT. _1NT U.B.C. AND TITLE 8 20. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF THE CURI OF THE ATASCADERO BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN h( -1,4' REQUIRED. Am 17 lvla3 21 . OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED W17MOUT PRIOR WRITTEN PERMISSION OF 'THE OFF-SITE PROPERTY OWNER. re (17) /y//u 22. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY OLANNING DEPARTMENT. CONTRACTOR AGREESTHAT IN ACCORDANCE WITH GENERAL11 Y ACCEPTED CONSTRUCTION PRACTICES, r RESPONSIBILITY FOR JOB SITE CONDITIONS CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLET -ION FOR THE PROJECT, INCLUDING SAYfTY OF ALL PERSONS AND DURING THE COURSE OF CONSIRUCI PROPERTY, THAT THIS REQUIREMENT SlIALL BE MADE TO APPLY CONTINUOUSLY AND NOT E LIMITED -0 DEFEND, INDEMNIFY ANDHOLDHARMLESS 4,0 NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES I DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE a PERFORMANCE OF WORKON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL. 24. THE CONTRACTORS"ALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITHCURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL IIAND BOOK. NO STREET CLOSURE WILL BE PERMITTED UNLESS PREVIOUSL,"" ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. 25. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR cURVEYOR IN THE STATE OF CALIFORNIA. 26� ANY DISTURBEDMAIL BOXES SHALL BE REPLACED IN A MANNER APPr",,�Ail.9 BY THE POSTMASTER AND CITY PLANNING DEPARTMENT. 1W 4�1,UVT,v 421MAWNY APoAX004Z 91 1 m- ml IN �IdAW bf1_Ae,6A(6 7'IeN A, 4; APPROVED BY A4lC1f'1'C $t75 leele c,-65-lc eift,00 AMP 111M&1e11Ek7 ZAW Y047chrl4� 276,71 1,07Y &,17,99, eq &1016A P,4 613 re esigne REVISION DATE Avalslawoelpo RZ(A1971 4va Az�m 15111r7f A Ilewfiv #14) CUESTA ENGINEERING rawn Aa'IC017eahle 7-11 Z 7401 EL CAMINO REAL #B / PO.BOX 66 -10-6-05 ATASCADERO, CALIFORNIA 93A23 job no, 805 466-6827 98-143 4-1 sheet V, 01 I ''I -1 11 I ­­,-_111- 111-1-1 "I -11-1-1-11-1- 11 11 ­­­ I- - ­­ ­, - ­­­-­-,-111 1_1___-__-__-__.__1 "I-�-11.11,�",--�",--,-,",,--,-,-�-,--,---,--,�11--,----"---,-",'I-I l,,----,-,--,--,,--�--,-�,-,-",�---,���---,-,--,---�--�,----����"-"�,-"--,--,-�-------­­___.___1----1-11__ ­­­--1,--------"___,__-1--1111,____1-11,-_______--1_1_-1--__­__­....�,�,--"-,"--,,�-,��",-,--,�-,�-------�----I,----,-­­I--,-,-,,--,'_11___,______­­­I——_____-_____1111__1______1_,_________­""",I­____,_,__­­---------__­____­___-­­­__­__­_­_,._,_,__,------__­,_,__­___­__­____,_______-"",-,-1-111-11-1-11,­­­­�11-11 -I-I 1111-1___11-�11-1--l'-�-"--,�,---��--�',­­­­-------__ -_1_11 1-111-111---_________'11_­­­­1-1-11-11-I-,--_,_______,___1­­ 11---�-,-----,�,-,-",--"�",-�---------_____- --------�""�--"-""",-,-,--",-��,-"-""",,---�--,---�-"''--",�-,-"""--', _ ___,_,____, 11----.---,-"--,-,-----"--,-,�,��--7 -1-_____-___1___-,____-_ AA00 i / 4- ow/ Ila I I --J I�__;yle) 00/ I - I / _!,JZ -1 �f 1 1� I _Z�,�)_Y_/ :2�&.-- I z / 77-i 1 2W ! � I I ,I 11 II ___/1Jz fo, 00 � I I i , \ 1;::::Mm:!:;1::!:1 I I 1� I I 11 14' -� � Q w" AQW5 I , e", I evowny Aw -, � - w I I , � - -1 0 ___�z -o-----------------------b. / Id I Id I I I , � I t�n - " 4 , a I I �: ,� � __111_1 I :: 1-4 .. 117WM5kr I II I _��, ; " � q===TT4T?� , I I 11 : � e,f,4 -4 ZL� I--2f, I I I �, , � I - __yW .fye � � _1`?'_' � �,`,� ", � I I � _-A .,M, , I �� � � I - . 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