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Home My WebLink AboutJul-91 - Sinola Avenue, Curbaril Avenue �j all iz :k RAO �j >Z INS 00 k4 r, x :� \j 42 Y M \9 x Expww'slaw 41CIvr (7ya) kkl 794 AU Pr_6. CZA6�7 'A' z� _'�,9eA 3000 P31 A :1 1 1 '. I - i R kl\ '5AVA I-ale AI& OMER I-A 51 jS 7j S Z.0 co S'T2? 9 5 7a C- n� 7 1),^V vf lvelf -3 7,eele 7 42,��g 4�/9 6L,7_7Z-_R yc�frR S(_0 CO S7,9 C-1 111�7 ee:w wvf1v61,E el-_71a1v A llp i��1 _4 �4-Z. /V//V. 10 00 X. ellIr 0 j n,7 100 ZZ z < Z 7- Z IlVdf 4/ LU z z 6,5 7d,"Al' NJ A /100 X- 566710W SUALPA AYENUE c je 055 6? r Me 404 f rNIZ =�/O, W, ZI-le -47, rl k, 4- \j IM4 Z 0,4 APAPfAlUt *01 AN 4? /0 M4 0 _0_0 Vip dip"Z 414e cWV,011-4f J lv� 99 1= Ld CL. 44� APPROVED BY. ASIM41.4010f 4MCIVUE IMPMOMEMelyr DESMED NO. DATE DESCRIP'nON BY CUESTA ENGINEERING DRAWN greeoR49 PA7Aiwllv4 6717 MORRO ROAD ATASCADERO, CAUFORNIA 93422 JOB NO. (805) 46,6-6827 g-, cl SH J N FALKEN OH SMEN R.C.E. 33760 EXP. 6 0/94 MKe-uffel & Esser Company PLATE 1, PLAN-PROFILE 487024 Made in US A - ........ w Z.,C_A16 7W -3 _0011 _3-40 .91 7e,34"' _lx c4 7a x- 0 /0 40 V7 80 0 5,CA A 6_egllf -57r,4, 7,-87,43 7c-, 5rc ki \j tr\ 0.00, \j $40 CO,570, 9-5; ,4 IZ z�j ^re 540 co 5 ral c 7,z' Lw /% 0 5?,400 47 �u 0 61 ~CUT or, -------- //,(00 ' a1V CUR04R11 4114'IV116 i z ZI 1V /y-�EC 71 le eu 10 10 Ai�l ;0:0:�8 4 7A. /0 C.0 ll,,-.4 f ?o 104 00 011-5rz, 6-7._05 11�4 1A, elr 111011ellf `41k;9Ze1vlr_ /7 4?4 IX�-1,�Z 6eff 47 7-1 7,�' F-17-1�� -OAS CZ1940.4ift 41410yt RZAAl ... ................ ra 4 ?bp ar- ca-go ew)F14 4 %J cc4cs RwrwW AW,0,e-c LLj �u z z .......... ------------- . ... ................ ....... ... ........... APPROVED BY. A4 *V WdlrAl-J"S .4 7 1? lee, NO. DATE DESCRIPTION DESIGNED BY ..........."I . .......... .............. .......... ..................... .................................... 47-If-'?V CUESTA ENGINEERING DRAWN 6717 MORRO ROAD AT CADER CAUFORNIA 93422 JOB NO. Aq\ (805) 466-6827 HEET V R�, 0 -5 7Y, ;16 glioWN qV,4ZN JOHN FALKENS11EN R.CZ 33760 EXP. 6 30 94 wow elvr 4.11 4 Keuffel &Esser Company PLATE 1, PLAN-PROFILE 487024 Made in U S,A- ;j Co Z d g 029 9 1_;1 -ze s CONSTRUCTION NOTES 9z e 3, R, RtWOOPS APOM"Is t 's Vi 1 gig 7;1 ioil if H 00*"/ fi zzz - ;g-� 1 . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED BY T E CITY *f A&* W ji St Z ri 72'a f Z i 1,5.i i f" d L BE NOTIFIED AT LEAST n i 131 ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHAL J --.%Ei Z It 1-9.2 ;ES ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS ;'k ......... lat. i no !11.11i- 24 HOURS PRIOR TO STARTING CONSTRUCTION. OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL rig 11- -i a 5-.; s It g at! . I = U 9 BE AT T14E CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. ea t: Is i i i a j 111%I H TY OF SAN LUIS 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO AND COUN wwrw HE APPROVAL OF THE OBISPO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO T CITY ENGINEERING DEPARTMENT. C, 9�_AIM 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS W im _7 W -351.1403 AND 11-351 .1404. ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO SECTIONS11 PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF U_ =i '43 oa rAV4 AMW 1 1% W t--� MATERIAL. W, -n Z W A ECIFIED BY 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND M TERIAL PLACED AS SP o CW*A&diw d9fooft Z THE CITY ENGINEERING DEPARTMENT. SAID TESTS S14ALL BE COMPLETED BY A CERTIFIED SOILS 0 ENGINEER AND APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT 04 vv MATERIAL. 64 is. FT 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ROADWAY PRISM 111i ILL SECTIONS BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN F eavi AllaW 6*"JAW bt 4* BELOW THE ZONE MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% C Ap"~ar*v*""Nei 4 1 i I ii 1 i �, i I U RELATIVE COMPACTION. ETED, ARE IN W P"WO(ow or Jwao*w 10-r 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPL "AS-BUILT" se 00 JVAW*shwuhl"d v CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING wow p4polkillew mm. -BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION 1#4 Alt THE IMPROVEMENTS AND PREPARING THE "AS IS MADE. r�_ W" 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING W Exp"sion V#i 0j W DEPARTMENT. W 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT AND 0111 W START OF CONSTRUCTION. B WILIVAU16" 9. AN EFFORT "AS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN T E vetasw)a" SITE. "OWEVER,ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THE CONSTRUCTION CONTRACTOR THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. _WA q*W&,.s OR HAVING LOCATED Z T r -0-, �i---jaw, 'Wed abe'le 4 0 AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING 910ftle I ALLUNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTINGTHEM OUR NG CONSTRUCTION Addeoff rho# coolbm" *ot prowjAws ab me THE CONSTRUCTION of 4�itttlooj 11-406 of Mot JArte JAWd*r4 0 M%IN& AW M14kt*4Wt9= 6CM11-40-11ift I'M L&4P- tP NVC*t)0� x 'a", To CONITtPIL. --A-TtNw 0-TRO cawryuK. 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION -800-642-2444 2 TO 10 DAYS ICE AjLERT (U.S.A.) AT 1 w Jf f 0"doo elf at ArAfw**110 400W 01�0*1 CONTRACTOR SHALL CONTACT UNDERGROUND SERV RIFY THE LOCATION OF ANY KNOWN UTILITIES AND PRIOR TO THE START OF EXCAVATION AND SHALL VE s EXCAVATION. deAwflemer *WWy*^W 044,mme WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING Z5 arww�jok,&,0*0#vary*CrIAW AY, FOR BOTH I THIN THE PUBLIC RIGHT-OF-W jr3v spadis� _100"qViefto 1010190"'r Aw sm tea *Alam MOM A&M awwormoff )j 11 . A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WI lory*�Olhw jilost., t__ - 2 A �i SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO Co s CO dw SM L&W AV AMW AW z Zo W THE START OF CONSTRUCTION. an 8 -4 . %Ste G DEPARTMENT, MAY REQUEST REVISIONS UJ W 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERIN ALL REVISIONS ARE P.a C. D R V AEXA Ys SIDEWALKS 8 -- 5 0 %a" W I (n U) RESIRFN�TIAL 8 COMMERCIAL Irl r. 'E j � IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ESIGN ENGINEER. SUBJECT TO THE APPROVAL OF THE D ORATE RECORD OF ALL L L 13. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACC, PLANS AND SPECIFICATIONS CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE Now%3 OR RECORD DRAWINGS. NO CHANGES SHALL FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS F NT AND THE DESIGN ENGINEER. BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTME A A A, H -VALUE OF EXISTING 14. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE T E R NT OF T.I. 7 0 `aYC Cap screws at 16 oz. SOILS AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTME CA Undardrom shall not 41,-ffA�C14 4 Ve. 4 7� be located closer SHALL BE PROVIDED WITHA METHOD OF EROSION CONTROL APPROVED then S' from 15. ALL FRESH CUT AND FILL SLOPES driveetay or curb BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS. return. Plate Diamond Steel plate,1114' JW aM ANOW J14 ,rm SIBILITY OF THE DEVELOPER Aktaftlia awwft 4"M 6-pf-4 In thick, two equal 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPON madh" df fref CL.*Ir $tc.0ofteake length plates� AT HIS EXPENSE. have r d400da" an ALL BRING aukee, .A ------ - Steel plates shall be 17. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE S" t*".4r'd sowAtffl vmrp-fte. All corners Ara AWW& ---I- i IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. I lt Argm AM# and sharp edges shall *Afo OP Curb face r-30-rate. be ground smooth.All IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY ERROR IN THE GRADE AND Soo fftalt� metal surfaces shall be NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 4 INA# Back of sidewalk pointed with a cold TY/COUNTY STANDARDS AND galvanizing Compound. 18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE C1 2,-d, L BE JOINED AT NEW PAVING SHAL A"A"Wftw NOTE: f STide SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION AND THIS U1 ERDRAIN THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT ++4- SHALL BE USED fLAN 4 A ONLY WITH THE PRIOR TO THE PLACEMENT OF BASE. APPROVAL OF THE 2!_U 9. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A CITY ENGINEER- W� elk I REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARDS AVOW Cover supports pCC,floor with no.4 DRAWING M-1 AND AS REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. PAVANAW NOW"*01101^010?V no OwArr 4A*) bars both directions, *-4 1 14 VELOPMENT DEPARTMENT. 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY C OMM UNITY BE ONSTRUCTION PRACTICES JAW 4 1/4*pef' I' S1000 A 21 . THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED C LITY FOR THE CONDITION NOW& ED TO ASSUME SOLE AND COMPLETE RESPONSIBI KIM THE CONTRACTOR SHALL BE REQUIR, Aggregate base OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY SHALL BE MADE TO APPLY CONTINUO THAT THIS REQUIREMENT USLY ?W A SECTION A-A OF ALL PERSONS AND PROPERTY, AND THE CONTRACTOR FURTHER AGREES TO DEFEND, aW A4V air*for a 1/4" AND NOT BE LIMITED TO NORMAL WORKING HOURS. Drill and counter DESIGN PROFESSIONAL FROM ANY AND die. hat-diP galvanized 0116" INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE PERFORMANCE OF WORK ON THE PROJECT, hen-sockot flat-head COP sCrIVOL ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE *warn CE OF THE DESIGN PROFESSIONAL. t to match curb height l/g!'01amond Plots ABILITY ARISING FROM NEGLIGEN Ae /4" EXCEPTING LI $%Of cow I W,4 bars 12"GA. -WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE IN t both 600010"s- Coverr Support 22. THE CONTRACTOR SHALL MAINTAIN TWO OMAN OWN THE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC ANLA 1/2"x 2" borstatk continuous. ACCORDANCE WITH ANGED FOR AND Jk A(*4 1wr 0 fte-&C- Drill and top for screw$ CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARR Norer,a)?'YPF,, A AAO C 000 Wald and grind smooth an top-"-a GRANTED BY THE CITY ENGINEERINGDEPARTMENT. CLAS$ W A= CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND Ai.Ale.1 I'll I 4"A".be" weld on 3 3 bar% at 24"ce., 23. IN THE STATE OF CALIFORNIA. (2�) A CL AVO TO ith I'hook SURVEYOR REGISTERED (3) 3TfL*ow- $04 $110" spools. obad 6. j 6. NNER APPROVED BY THE POSTMASTER AND THE 24. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MA r0p 4 F a W cu" Afso*led 1816 CITY T DEPARTMENT. p ""ft4 aw;" &""widt AU00 'CTION 8 B LOCKING DEVICE__DE� OF Arinf SAO# #0 00 $ - -WAY SHALL NOT BE PERMITTED J10-f SE *r4*&ftW 1= At dvcAre�l-v ib 25. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT 60*V &Vroww THE OFF-SITE PROPERTY OWNER. fft &Oft PERMISSION FROM r WITHOUT WRITTEN jaw# be oft vwfs #0000f hr*4 rXII. solwoomw 09^00110911' A war= earrarx F_ 3, A7446WJ9 PRAWAI& VAL UTILITY COMPANY APPRO 4 .4 qC41- �^f4p 14r ell? DA1E 'DION By -B c t1w, STA ENGINEEWNG 4"? mom ow 0 �,ATE r AT vxwwray P,m- P, & A177��. & CA" .......... ,g .. ..... .. a Ak -'s .............._ a