The URL can be used to link to this page

Home My WebLink About1989 - El Camino Real and El Bordo ---------- I IL a NO CONfig(JCTION SNALL. 5C ,5*TA1rTji0 WITHOUT P�.AN AN R u 1.11 E AL IN E 29. A BASE PRIME COAT SEAL OR FOO SEAL WILL BE APPLIED IF DIRECTED PIERMIT.i APPMOVEO SY T" CITY' 9NOINIESirwics preAgTkirwr. BY THE CITY ENGINEERING DEPARTMENT. f L THE CITY ENGINEER SHALL,PE NOTIFIED AT LEAST TWENTY-IFOUR 16. ALL BAS�,MATERIAL AND ASPHALT SHALL BE IN CONFORMANCE WITH _p BEK&F OF THE CITY ENGINEERING HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION CURRENT CALTRANS SPECIFICATIONS. I1Z MEDIUM MAX, FOR ASPHALT, 30. Tit CITY INSPECTORO ACTING ON DEPARTMENT. MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE AND 3/4' MAX CLASS 11 BASE. CITY ENGINEER WILL BE REJECTED AND,WILL BE AT THE CONTRACTOR'S PROBLEMS THAT MAY ARISE IN THE FIELD. - ALL REVISIONS ARE SUBJECT TO THE APPROVAL OF THE DESIGN EWGINEEIt All OWNER'S RISK, 17. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CALTRANS MA14UAL 31. THE STRUCTURAL SECTION 94ALL BE BASED UPON SOILS TESTS TO FOR TRAFFIC CONTROL AND SHALL BE SATISFACTORY TO THE CITY Al DETERMINE THE A-VALUE OF EXISTING SOIL AND A TRAFFIC INV ON WORK AND INSTALLATION $HALL CONFORM TO THE ENGINEER. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ST4 ,STANDXRDS AND SPECIFICATIONS, AND ALL WORK SHALL BE NO OrM60T *4ALL- ow rilleirmiTrep "Ntw*6 DESIGNATED By THE CITY ENGINEERING DEPARTMENT OF T.1. ?"WMVIOUILY A1tX4-N460 F049 ANO cve^t4r*v ey-rw SUBJECT TO APPROVAL OF THE CITY ENGINEER. R R1 crity w"wNeawArl p4ro-r 32. ALL FRESH OUT AND FILL SLOPE$ SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY 18. THE COST OF RELOCATING EXISTING UTILITIES DUE TO CONFLICTS WITH ENGINEERING DEPARTMENTS. STANDARDS AND SPECIFICATIONS SECTIONS 11-351- 1403 AND NEW FACILITIES SHALL BE PAID BY THE DEVELOPER. 11-351- 1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS U IN THE EVENT THAT THE C4MTRACTOR NOTICE$ IRREGULARITIES IN THE PRIOR TO PLACING MATERIAL., THE TEST RESULTS SHALL CLEARLY 19. ESTIMATED EARTH QUANTITIES: 346 CY. CUT 295 CY. FILL LINE OR GRADE, HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF INDICATE THE 40CATION AND SOURCE OF T14E MATERIAL. WITH A 2OX COMPACTION LOSS FACTOR APPLIED TO THE FILL. THE QUAI THE DESIGN ENGINEER AND THE CITY ENgI ING DEPARTMENT. IF HE NEER TITIES SHOWN HEREON ARE ESTIMATES ONLY AND THE CONTRACTOR FAILS TO DO $0. THE CONTRACTOR sHALL BE RESPONSIBLE FOR My ERROR 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND SHALL MAKE HIS OWN DETERMINATION OF THE QUANTITIES REQUIRED IN THE GRIADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH EMM A MATERIAL PLACED AS SPECIFIED BY THE CITY .'ENGINEER. SAID FOR BIDDING PURPOSES, TEST SHALL HE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. 34. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/ .Osman,. COMPACTION TESTS $HALL BE COUNTY STANDARDS A* SPECIFICATIONS TO REVEAL A COMPETENT APPROVED BY THE $01L$ ENGINEER. 20. MATCH ALL EXISTING PERIMETER GRADES AS NEEDED. STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. 5. SU THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION 21. A REGISTERED CIVIL ENGINEER OR SOILS ENGINEER $HALL CERTIFY OF 95X IN THE ZONE BETWEN FINISKI) SUBGRADE ELEVATION AND THAT ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. ONE FOOT BELOW ALL MATERI L N F4L SEC IONS BELOW THE ZONE PLANS AND SPECIFICATIONS, CHAPTER 70 OF THE U.B.C., AND THE 35. ALL OWING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-4F-MY NT I ONED W11 CT 0 ME A 0A rl FRELATIVE COMPACTION. RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SHALL NOT BE PERMITTED WITHOUT WITTEN PERMISSION FROM THE OFF- 4. STRAIGHT AND UNIFORM-ELEVATIOAS 5 S I TE PROPERTY OWK HAI BE ESTABLISHED BETWEEN 22. THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE- $POT ELEVATIONS. I V11 CONSTRUCTION MEETING WITH THE CITY, AND OTHER AFFECTED AGENCIES# 36. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY PRIOR TO START OF ANY WORK. COW"ITY DEVELOPMENT DEPARTMENT, EXCEPT AS SHOWN. 7. ALL GRADING AND RELATED CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS AND ADOPTED ORDINANCES OF THE CITY OF ATASCADERO 23. WHERE THE CITY OF ATASCADERO STANDARDS DO NOT ADDRESS A PARTIC- 37. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL INCLUDING THE 1982 ED., U.B.C. CHAPTE 70 A14D THE STANDARDS ULAR ITEM OF WORK, THE COUNTY OF SAN LUIS OBISPO STANDARDS AND ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF PERTAINING THERETO, SPECIFICATIONS SHALL GOVERN. CALIFORNIA. ALL UTILITr COMPANJeS M44*T gprx No-rifrigip 3& ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MAI APPROVED 4. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 24. CONSTRUCTION OF WATER FACILITIES SHALL CONFORM TO THE REQUIRI "I'mas" F ATASCADERO CITY BY THE POSTMASTER AND THE CITY COMNUNJTY DEVELOPMENT DEPARTMENT. ALERT AT 1-600442-2444 4.To to OAYS BEFORE BEGINNING VENTS OF THE ATASCADERO MUTUAL WATER COMPANY. EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTIL- 39, THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH WiIERALLY ACCEPTED W;4L f 41E PRESENT DURING EXCAVATION. WHEN COMPLETED, ARE IN SUBSTANTIAL ACCORDANCE WITH THE PLANS ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE I I TIES, AND WHETHER OR NOTA REPRESENTATIVE OF EACH COMPANY 25. A RE41STERED CIVIL ENGINEER MUSTceirripy THAT THE IMPROVEMENTS, CONSTRUCTION PRACTICES� THE CONTRACTOR $WILL BE REQUIRED TO U& U N"Im Y CA0w OF SAN LUIS OBISPO PRIOR TO THE REQUEST FOR FINAL INSPECTION.Uf-OWU-T"P%,Aw ARE TO JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, S. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN BE PREPARED AFTER CONSTRUCTION IS COMPLETED. ' THE CIVIL ENGINEER INCLUDING THE SAFETY OF ALL PERSONS AM PROPIRTY, AND TWAT THIS ON THE PLAN$ ARE BASED ON AVAILABLE RECORDS AND ARE APPROX- CERTIFYING THE IMPROVEMENTS AND PREPARING THE"Ats-iPustil ow"*A4 0 REQUIREMENT SHALL BE MDE TO APPLY CONTINUOUSLY AND NOT BE LIMITED IMATE ONLY. CONTRACTOR SHALL HAND EXPOSE UTILITIES AT LEAST SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. TO NOftAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES To WEND CAL111FORNIA 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO VERIFY LOCATION INDEMNIFY, AND HOLD HAAWLESS THE CITY OF ATASCADERO AND THE DESIGN itib DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 26. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL ENCROACHMENT PERMIT AND START OF CONSTRUCTION. CONNECTION WITH THE PERFORMANCE OF VOW ON THE PROJECT, EXCEPTING UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING L LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PWEssio". SAME DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. ANY 27. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN DEVIATIONS FROM THE PLA'N LOCATION OF EXISTING FACILITIES THE PUBLIC RIGHT-OF-WAY AND WILL BE Ppowrwv om -r;,f*rw rorww ME: wommmm=0 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER $9 THE TO IHO WrAlPrr opr APPROPRIATE REVISIONS MAY BE MOE, 28. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND 10t NEITHER THE OWNER OR THE ENGINEER OF WORK WILL ENFORCE SAFETY ACCURATE RECORD OF ANY AND ALL CHANGES FROM THE CONSTRUCTION M ,EASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CON- PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR. THE.PVRPM OF STRUCT AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY PROVIDING THE ENGINEER WITH _A' 8'AS'IS FOR RECORD DRAWINGS. NO BANE 57 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CrrY E,� SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. UNWNEr-9, TREE PROTECTION COMPLIANCE It. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONU- V) I TREE PROTECTION SHALL CONFORM TO THE CITY OFATASCADERO VENTS OR MARKIERS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S TREE ORDINANCE ORDINANCE No. 168, APRIL 12, 1908. EXPENSE,OY A WirGirpTCRIVio CIVIL- IFNwr4aeR 06? LIC6N$90 4ANP tiU9VCY09 IN ACCORPANC9 W!Tk CITY 5To M-1 EL CAMINO REAL 2. TREES TO RE SAVED $HALL BE FENCED AT DRIPLINEj 9XCEPT 12. ,, ALL UNSUITABLE MATERIALS SHALL BE REMOV90 FROM THE PROJECT,, WITHIN CONSTRUCTION ZONE.REFER TO NOTE 3 SACRAWENTO PREPARED BY AND TO A SUITABLE DISPOSAL SITE. V/Y 10 1 3. BRANCHES POSSIBLY ENDANGERED BY CONSTRUCTION DAMAGE SAN FRANCISCO Mi DUST CONTROL IS TO BE MAINTAINED BY APPROPRIATE MOISTURE SMALL ISE PRUNED BY CERTIFIED ARPORIST PRIOR TO EXCAVATION NOR"'"H COAST ENGINEERING INC. CO WENT AT ALL TIMES UPON COMMENCEMENT OF WORK, INCLUDING PERIODS OF SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF 4. TREES TO BE REA40VED $HALL BE MARKED WITH BRIOMT RIBBON. MONTMY THE PROJECT BY THE CITY. 715 24th St. SUITE 0 5. CERTIFIED ARBORIST MUST VERIFY PROTECTION MEASURES PRIOR C' 14. IT S-HALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO BE TO ISSUANCE OF PERMIT. FULLY INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, PASO ROBLES, CALIFORNIA U.11 S'L ATASCADER0 < CODESo REQUIREMENT AND STANDARDS WHICH IN ANY MATTER AFFECT COLORA Oft THE COURSE OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR ROAD Z (805) 239masm3127 EMPLOYED IN THE CONSTRUCTION, OR THE MATERIALS USED IN THE '&HUCK $COVELL No. 347 CONSTRUCTION. LOS ANGELES 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND $HALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. SAN DIEGO THE CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION ALL IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND ARE DAMAGED OR KMOVED AS A RESULT OF HIS OPERATIONS. Lr 0 A T TO I N I ON MAP SIMON NO SCALE 'pollimilli -w- 11.6-winw-M IL ff 4L 0 UTILITY COMPANY APPROVALS ILI w 6, "HEE Il' I J.JE A NA ATASCADERO MUTUAL WATER CO. DATE A 2 z- TI TLE SH EE ow GREGORY LUKE DIRECTOR OF PUBLIC WORKS PACIFIC BELL DATE ............ g", 01 mpow" IL A Now*& r4� AOOA' Ls A Alf vi Av` ,Miv� "w7 Z * EL UAM INU Ew'$ A FALCON CABIE T I-EVISION DATE fs 1, A A Fit I MA E T!zs 3 E At'"3` E M E I" T I M P N u V'EL -01 ACIFIC GAS AN6 ELECTRIC DkfE 0I STEVEN VEOLR RCE 29743 DATE ti 29743 171 rr. EXP.3-91 SOUTHER)l CAL. GAS DATE 0 CAI "Jill" SPIN' now. SHEET I OF 3 N E D immu V 1E M F T I NMI Bosom NMI 00 T' 7 . 77--`j— ............... -T P7 -1 1-4- All --T-4 ---------- ........... �Y 7-T-77 7 --17777 7777r-7-'' -1-777 7' 7--,7-7-111 1-.----7--7-7' --7-7 -A '7i :7 ........... A -7 --V V-7 .......... n- 71 ba 77 71 _7 7-+--1 -7, "77 7- .............----------- 7.- tail 7777T ......... ------- -7 -7-7 7 77-7,± -'7-`---7:. '717777"tf—_7 7 T-1, -7........... 77- 7.77"" 5, : ,4 T, t;*�7 1 - 1 :1 -_1 1 �, , J I lj.iL. 1 _47 .......... 777 `-T 7.1� - �L44 ; �...... '7, 7: 7, - 7-777 ..............-77-- :7-17,=7 7- - "--.-r.--,.7-F 1 1 - :- -F 'I - 71-7- 7 T k 1 1 1 -, !- -11. --! ---f- I -- -f --V. -!- --1--- `77 J �'A O.A. --A--j--- 1 . --T 4-71 7 4- L J- 1- ............ .......... ---T------,:.-��.`i . i -7 4 1 _J ................ -17771-717 11, ........... ..................... 7-7 -z 2,77 7`7 0. T 7 ............. 7.7--7-7� 77- i - 1.V- q- - -7- ............, ....... .......... ......... ...... 7-- M. - ............. Y FA + A 1 it I-A 77 -7 -T- T ------------ '777 77-77'177�77,'�`- 7 � - .� I . -+, . . .. I I . - I i - U 1 1 n-*- ........... 7' K.: ........... 77- 4-A 77 . ....... 47 0 1 1 1 71772' ........ .7 7- "+7 ... ............7 -7 .........[---i-- 7 .7 .............. n .. ......... -7T 77 A -4 LU ........... ........................ ........................ ..............:' ............ t 4 1—1 1 i 1", - - -1 1 kv -111......-.. i-- I I- 7-T7-- i c% 7447--A -7 1 - I - I ,--1---1-- ..0.1.0...... --A I i i I f 14 --1 I., .�� I... � 1-14 1- .-- -0-7--n J it T A -T- i-7 77 1-7-1 7 7 ............ A— 10 still -7- 7-71--- ................... j T -�&. T 7" I-J 7-41.."7 1-62 771 d) A&M85 .......... ........... to T T =7=-- 7-T '7T "Boossol 77 ............ -71-ki 7-- 711 7.-717177 77 -A A Az T 1 777177-7 1777 j7-j-7--j7---j---- 4-4 --h-A - -- -7 I f- --T T,! -7-7 1 "! N;; I T 1 T- 1,71 4 1 1 j_J JN 44..+ P?-+--:17-074 1 --t-A 1 P K--; 77 '77"-'. 7.........7' -777;--Q+7 p-q-7- 7-17-7 T-1 -71777777-71774 7`- A .......... 1-4, -4- 1 --1. 1 4------- + t --. K 1 1 -, 1 i i j 7 17-1 1 1 p A .......... v , 1 ...1 .T= ---- -- t ............. 777""T-7,77-" 7----1............ .7 k� Pit A ---------- 64 ........ -7 77 -----+.-,-,11- ---T!.--- , --i ---?- f-d 7-1-7 1-4- T-V., tltt F-T 1 j,j I .-A ......................... 2L -1-1 21 T-1 4 4 d 1, 1 ......... JI��............ ............ -Af-1 7'17 .............. --------- ..... 7 4 -741�7?17" T117 FT-T At- ............. .......... -F T- 1 -A T yq-77p: I , - F �77717 T --n ............. son. 777-f 7--! j j ................. 1-77 -7-77- 7- .......... . ................... I --T .............. ........... 2; 7 717, 1 -7- -----I q7-7-:[7717- .......... ........... I q T 77-T "T' ........... ;1114"LL-1!= 1 1 4 v- - ; 1 -T A 1 1 f 1 -4 ;"01177" 0�] `j -J-77-7 :777--t TA F .......... ............ ......... d 1 .4, 7 1", ij -T- T- -7- 1- U-1 --4 --T -114 .............. '17 F 7 777 7 ..........'.t�............. =q7.L .............. q: 7 111�......... +-A T- I 'vA n). .......... 1 f :7 .......... -T ------ KA -7 —7 7.7'7�47 7"i------ F 7t 7 71 t - I - 1 S I T.J.z....T --J-J -,,77 A tv .......... .......... 7 7-1 --T---T--- F 7' -7- F ' * 1 .1... --, - 1 1 1 1 �. , - i- 1 i -.-� 1..---LA----?----1-j- ," ., J + - - 7' 77' -4-7- J7 Q- 1 7 ......... ....................... '0 Oil -J, jo-A A.I..I.I.- -77-7 :-.--'7-- ......... 7 f77-1-7 wills. 7� ............ ....... T- MIR 4 .......... .7771-77:�" mr077777 -T-1 f 7."". 1.7 777 :7� 7�; JI . WIT -0 77. + T..t L.I.. z::, r-77t-7-1--- i , .1 71 7--n 10 V± 7 i V- 1- ---- '77 + A Y 77771 . A-7 7 77 17. q... 7 I I 1 1 i . -1. 1 - 1 -- j I A .............. 7 �7-f-7-7? ----T' 7-7-7717-j-7- 777f A1 ............... j 7-7 177�,t7- -7, 1 .1---- 1�1. - ..i "... - 11 .-- 1 1 , 1. .I- I - p-i yJ q 7-1 17;qy--f"q T--- .......... j 77- T-- T7,7-- A .......... LA-06 J 1 A 1. A. J h A �1 ---t 7 . ...... 7F- ....... ............ ........... T 1 -1--A A-A- ..z . A xk J .............. L-1 Y! is'I, t! j k .................. I 1 1 1 -1111111""--j,�I I�I ............. ............. ........... ......... 6 2 4 0 SHEET 5 1,fI, Row,INV Muhl -lva LOT 1 1141 44 0 cz/.f r z-14 /a 17 12Z A" 1; rH, 4r to 0 own, _0 f x x 4w; mospolmom owl pot 7 an In 07 "Will 77 ",r -V 77RMM 7, 7 .......... ............ ... ................... -ME will I 0 1 NMI *5 �g M:i:; I%mmmlllol MUSEUM!1 ................ W: *WHO xw� Is NMI lliil !�N ....... ..... M I W1 1�� 02 07�M!; a a a a a a 0, ~,Z/Q A6 AW4 5A W4','4 T 4QUEF 77` Too" —4 + 11 6PIA�� /x/ /:?nAal /zz�j 6.-- c4zUe-=A 'i 'enswcon 4an nowinky.,6z IL 'k ------------- Ilk AjOT47: 4wr4ow7sawe -a wx(e4l c4lower nnown6val 6r C Z400/=20' 120/0010004-Al AAwl Ili = lot TYP SECTION i 41 F?Eo 41 S 1 44 is CITY OF AT CA�)tRO ESSI IYC57 BY DAXE DESCRIPTION PARCEL MAP AT 89- 055 I pill OWLM NOR"r'' COA S T ENGINEERING INC, 4Q ZAP -INV-Afne14Qgvl ll'iw-r47-lav I 40 el 0 AAA —`EET IMPR " VEMENT F�`LAN S TR T ff %NA6CIVIL ENGINEERING LAND SURVMG PROJECT DEVELOPMENT I A ZOO E L CAM N R E OZ o 715 24th St. Suite 0 Paso Robles, CA 9,3446 ---------- --------- DATE 2--�00 TO 4+98-22 OKI WALWOURNIA COORDINATES: DAT11111E 1 FE OF C DESIGNED BY. DRAWN BY: CHECKED 0" ju f OW; bUALh; 14 ao *,.4/ R ' /11 4' V OF �==J t t F J t t .......... ....... ------.......... - .... ....f.......... ........ ...................... ................. ................. I.......... ----------- ............It........................... ............. -------- .................fIt.......... +........... ........... ................... .. ...... ........... .... ...........f 4-+ f ............................ .........7 7 ........ + ..........-I........... + ....................... ........... .............. ......t -4 ..........t ..........f............ .............t......... f ........... ............. .......................... .............................................f .......... ......it ................. ............... ..........+ ...........It ........... . .............................It. .......... ........................... ...... + 1117, 1 ,., . : , ; -.1. ........................ ....................... t t......... ............ ---------- ...................... -74 ..........I 7 4 ............. ...... ....................... ....................t11.1111.1141___�.............. t ............... ............... ............7 .......... ............ ....................................... .......... ...................................... .......... i ........... I............ ........... ........t4 t4 i ............ 7,-t,- ..........T ......... .... ............................. 99 40 t................ t. ........ .............................................. 77777T7777-7T IUL .............................f ............... ......... ............. ...... .......---................................. .......... .......... ....... ......... ............ ....... I.............. ............. ............ ................................ ................. ......... .........t ........ ...................... ......... .............t "I..........f .............+ ..................... ................t.............. ......................... . ........... ------... .....................W ......... ....... ...... ........... I ...............+ ........ ..........f............ ............................ .................. ............. ......................................................... 4L t .......... ....................... ........... ..............................--- .................. ..................J' .......... .......... .......................... ..........-I---...........f .............................................. __ ...........6 7 8 .9 10 41 40/ 4f I'A VeAl!i; OW 4z ow 404 Iwo A 2 ML I 11v E A m t T W144 Ar4;%, //4c"14-A/14 VF.. A? -154f')0 7 4.LOT 1 LOT 2 LOT 3 L 0 T - _4 t0 20 40 80+ SCALE 1 40 aeo wm 1+ ...........At ------....................&///;r Aek A L W'w*1 (A tAO' 4AW44C 4K%A e. Aa 4X/ C4 z ?"X66 REVISIONS C1 TY OF ATACADER0�p 7. 4 p44-75' ESSI �O. By DATE DESCRIPTION UE L M A T 8 9 ON 5 5 PAR " NORTH COA T ENGINEERING INCO 18/90�4 e I r_1% e-11. %%toy," ve- "NIVEWAY UTILITY IMI-11 N u v IN ur I M ENGINEERING - LMD SURONG 7 EMEk 1TS PROJECT DEVIOPOT A AIZ7 6�-5 4 A 74e�,elA W 7W 42!I 47 5/ 4.V 29743 CAC /1y/-i1-4?,-e,4 71141v Exp...4-91 1 +50.07 T 4+93-22 71 5 24th St. ,'r-)uite 0 Paso Robles, CA 93446 DATE 805-239-3127 OF CALIFORNIA COORDINATES:OF CAujT R f DESIGNED BY, D AWN BY: CHECKED BY: JO NUMBER: E; SHE',E T:/.0,4/ V OF 4- ,177 7 ffT_t