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1992 - Atascadero Avenue
w Q E..••C9 E5 Z W Z w v W z ®W OfQ ui U • W Ca W Q! cl NE 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND GENERAL GRADING NOTES FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND C� W OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND R/W R/ �- .., 1. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STAN THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION `� �� Q 30 30 > v z U Q DARDS AND SPECIFICATIONS, AND IN ACCORDANCE WITH CHAPTER 70 OF THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE U.B.C. (LATEST EDITION) ALL WORK SHALL BE APPROVED BY CITY ENGINEER. RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND d °�S UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING LNAHREE (3) � . s 2. THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONSTRUCTION TRAFFIC SECTION TO BE3 MEETING WITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR DETERMINED BY "R" VALUE E "TREES TESTING AT TIME OF CONST. ITION #20 SHALL NOTIFY THE CITY AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PER 10, ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF T.I.=6 DESIGN SPEED=35 FORMED, AND ARRANGE FOR INSPECTION (CALL 466-8000). CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800•-642-2444 2 TO 10 -DAYS I 20, 5' 5' 3. AN ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY WORK IN THE CITY PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF s�� wnuc N RIGHT-OF---WAY. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH 10' CITY RIGHT-OF-WAY SHALL HAVE AN APPROPRIATE CONTRACTORS LICENSE AND COMPANY WILL BE PRESENT DURING EXCAVATION. A LOCAL BUSINESS LICENSE. Lki 11. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE EXIST. ROADWAY 1:3 bi 4. GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY PUBLIC RIGHT•-OF--WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE VARIES 2%-4q 2 � "'•, SOILS REPORT, BY MID-C_®AST G�OTEC}iNiCA�SNC__ ON (DATE).__JULY 27o 1992___ , INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START f - -- ----- ,. • - � L FILED WITH THE CITY OF ATASCADERO. OF CONSTRUCTION. ._ - - . . -- ;•.. V) 00 COMPACTED TO 90% RELATIVE DENSITY. FILL MUST 12. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING ""r 5. ALL FILL AREAS SHALL BE CO �"" BE CERTIFIED (COMPACTION TEST) BY A SOILS ENGINEER. DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORSEEN I CD ORTHAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED A.C. OVERLAY TO CENTERLINE OR AS REQUIRED TO PROVIDE a won= 77 (.0 6. A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND CERTIFY THAT ALL BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY A SMOOTH TRANSITION. � INSTALL CURB, GUTTER �- GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE PLANS AND SPECI ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE AND SIDEWALK PER CITY FICATIONS, CHAPTER 70 OF THE U.B.C., AND THE RECOMMENDATIONS OF THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE STD. DWG. 417, 418 & 419 "� 0' PRELIMINARY SOILS REPORT. SATISFACTION OF THE INSPECTOR. 7. ESTIMATED EARTH QUANTITIES: CUT_. 348 cu. yds. _,_ FILL- 1740 cu. _yds._ 13. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, TYPICAL �+COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE X-SECTI N ui 8. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES, AND EMPLOY CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE N.T,S. EROSION CONTROL DEVICES WHEN NEEDED. PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. ATASCADERO AVENUE z 0 NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY -- w 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXIST ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. O cn ING SURVEY MONUMENTS DURING CONSTRUCTION. DISTURBED OR LOST MONU LL1'REC010 111AWINGS <C MENTS MUST BE SET BY A R.C.E. OR A LICENSED SURVEYOR. 14. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO z Q_ DETERMINE THE R--VALUE OF EXISTING SOILS AND A TRAFFIC INDEX THIS RECORD DRAWING HAS BEEN PREPARED, IN 0 10. ALL ROUGH GRADING SHALL BE COMPLETED AND APPROVED BY THE CITY PUBLIC DESIGNATED BY THE CITY ENGINEERING DEPARTMENT OF T.I.= _.___ ,Q __ _. PART, ' BASED ON INFORMATION FURNISHED BY Z WORKS INSPECTOR BEFORE ISSUANCE OF A BUILDING PERMIT. THE CONTRACTOR OTHERS, E,M,K, & ASSOCIATES, INC, CAN NOT IS RESPONSIBLE FOR SCHEDULING THE INSPECTION. 15. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD ASSURE ITS ACCURACY AND THUS IS NOT RE- OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND SPONSIBLE FOR THE ACCURACY OR FOR ANY (V) 11. ALL CUT AND FILL SLOPES ARE TO BE PLANTED OR HYDROSEEDED AFTER COM ENGINEERING DEPARTMENTS. ERRORS OR OMISSIONS OF THIS RECORD DRAWING PACTION, TO PREVENT EROSION, BEFORE FINAL GRADING APPROVAL. WHICH, AS A RESULT, MAY HAVE BEEN INCDRP � 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE 101 ORATED INTO IT, IT IS THEREFORE NECESSARY O 12. ALL OAK TREES SHALL BE PROTECTED DURING CONSTRUCTION. AN APPLICATION RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. < TO OBTAIN INDEPENDENT VERIFICATION OF ITS MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO REMOVAL OR ACCURACY BEFORE APPLYING IT TO ANY PURPOSE. Q TRIMMING OF OAK TREES. 17. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE Cy, LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE f wvuza..aopc 3 DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS cq o TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE ANY ERROR IN THE M�No GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. . l � �4 CONSTRUCTION NATES � � �n � , 18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE � ��� RF,g4 CITY/COUNTY STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT 4 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING -v DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. o U R R NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT P IO N ' WILL BE, 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE REJECTED AND WILL BE AT THE CONTRACTORS AND/OR OWNERS RISK AND PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND EXPENSE. SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING M--1 AND AS o �` 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO REQUIRED BY STATE LAW LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. �' C� � a �' CITY of z � N 0 AND COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND ALL 20. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT OF ¢ �'E T- �;[ w ,N�,, m WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-- Z ATASCADERO W C3) J > DEPARTMENT. Q V) Q rn SITE PROPERTY OWNER. W � � °3 SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY SAN ANDR S AVE. 21. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY ,,,,� �""'"" oGi ' C) o)STANDARDS AND SPECIFICATIONS SECTIONS 11--351.1403 AND 11-351.1404. "°? ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. COMMUNITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL Q... TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF EXCAVATE OR IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. �:( W Q O z MATERIAL. '' V) w 22. THE CONTRACTOR AGREES •THAT IN ACCORDANCE WITH GENERALLY W Q Q 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO .J VICINITY < U (n MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE MAP n vA I-•- SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, N.T.S. ...... � o � O1 APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED �' �° Q b- THE NEXT MATERIAL. TONORMALWORKING HOURS. THE CONTRACTOR FURTHER AGREES TO' DEFEND, Q O INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN az 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION O OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND PROFESSIONAL FROM ANY AND ALL LIABILITY„ REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. O MENTIONED ABOVE AND 1N THE SIDEWALK SECTIONS SHALL BE COMPACTED TO _ d-- 90% RELATIVE COMPACTION. 23. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. SHEET INDEX 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE TRAFFIC CONTROL SHALL BE IN ACCORDANCE: WITH THE CURRENT CALTRANS IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS NO STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY 1 TITLE SHEET ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. a SCALE: N® SCALE ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD 2 GRADING AND DRAINAGE PLAN DRAWINGS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. 24. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL • -- ENGINEER OR LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF (ONSITE IMPROVEMENTS) DATE: 6/22/92 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED CALIFORNIA. 3 ATASCADERO AVE. PLAN/PROFILE BY THE CITY ENGINEERING DEPARTMENT. 25. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER OFFSITE IMPROVEMENTS) JOB NO: 91--612 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. DEPARTMENT. 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LONGITUDINAL STEEL FENCE BOARDS 0 ui I �", I I x 14 0411--.yl , "g I I 1 1-#4 BAR - BLUUK L . � .. -.I �n �,�,,�N",�,',�,' ,�""",�l,�,��,,,,� ' 'I I ,"4 1 4-. ,��"',,,"I- 11 I I r 1 I I .. < , #5 BARS @ 12" O.C. , . ?1,,� o " A INSTALL 4X4 PRESSURE I �-,-,iv,,,:�,,,, ,�;, . a . 101141-11 11 , 16" 0.C. I 1�_; It '' - I 11 I�, 11,�1111,-,�"I'll""""�,,�""I'��',�,�'ll""Il",���,�e 1�,'�"� ,�,I,,.I � � 0 t I %. 4 4 54 1 811 12" 1 #4 @ 12" #3 012" 71", .N// OSTS 8' O.C. �,,j ,'� ,e, * I I __ �y gng�,,,"',"'�-�,�,, ,�, " , ,g � I � ,"",","' , �, , I f , ,- I ( N .", � I,T ,',,,�,,-,,,,�,�',,,�"-"�,,,,�5������ , i , / / I WA LL -d - T, * z 1 ,''I., I I I I .'.-.� 4 j.a 0 ,I A, , "' v117 0.��,`I'll, 1;I'� , . , � , -, , � , , P 0 , -, �, �1�, I I f�) N`11 I 1. CONSTRUCTION CRITERIA FOR .. 4 . - "�� ' 'I . I I t, t, _13� . . 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D w 0 10 O.C. PER CAL TRANS I �- {� Cow /� I TREEPER CONDITION 20 �-- I , EXIST CONC. a. STD. DWG. A74--A TYPICAL . c # + RECORD SIDEWALK ;•.• "�; ;:•,:`..• ( Q�_ ( (TYPICAL) �, -�- a PLACARD ;.° ; .;. 00 w �G ► � 27't 36 f I> I i RECORD DRAWING HAS BEEN PREPARED, IN • ••� I® Q THIS ( N PART, BASED ON INFORMATION FURNISHED BY f ''•. �'` EXISTING CHAIN LINK FENCE IW x -� C° OTHERS, E.M.K. & ASSOCIATES INC, CAN NOT �• �• v / RECONSTRUCT A.C. D/W ,' ' .�; ca °- Corl- .°��', k INSTALL WATER METERS r' I 0° ASSURE ITS ACCURACY AND THUS IS NOT RE- °. '1�`' TO PROVIDE .DRAINAGE r i %�Q►�; ,r; '= o,� INSTAR UNDER S/W DR1�N V I� SAVE SAVE ��` 0 -}- SP04SIBLE FOR THE ACCURACY OR FOR ANY uj N ©"� � �• I (4) BEHIND SIDEWALK �2 U- z PER CITY STD. DWG. #510 ]> �y �.. + `$�6 ERRORS OR OMISSIONS OF THIS RECORD DRAWING �� 6x o R�W WHICH, AS A RESULT, MAY HAVE BEEN INCORP a v� <v ,,; rs `� „°•-' �;.v �• Al°48 w °m 4 ���'� d° _' • A.C. sS -}- :® v ° '� . . q�r icy -W CAMP ORATED INTO IT, IT IS THEREFORE NECESSARY �,��y < 1� •43� - �• � �• _ Z TO OBTAIN INDEPENDENT VERIFICATION OF ITS 3 S o `-OP-_ RAMS •: �• p • ACCURACY BEFORE APPLYING IT TO ANY PURPOSE 4, �- INSTALL CLASS 1 DELINEATORS � R 0 43� A144 V) 00 —,�. �. 6.�' 0 10' O.C. PER CAL TRANS GRADE sWALE -. _. { �' 2.3r � �°' 4 �. TYP.) STD. DWG. A74--A (TYPICAL). 4v �.. TO DRAIN 1% MIN DIST. 1.-�•1 2 ., ,,., ,.. .. ,,... .. .�. _. �-•`-�•.�.�„ 1 �h �•:� ,� f`- r. 1 pE.R r,;` � 4 ao4,- wv A cv . . I ?- G G G G G - G 'Olt 2 1 ` � �7 _ l "� G G W Co A.C. OVERLAY TO PROVIDE _. „Y LIMITS OF -� SAWCUT LINE t� �+I Op°� —.� SM 00TH TRANSITION (SEE SAW UT NE ... t ao OPS ” TYPE SECTION ..SH`T: 1 n LIMITS OF N (/) 00 PAVING !. — -,, ) ,. _. ._.., ,. 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GRADE :. . . . .. . . . .. . . . .. . . . .. . . .. . . . .. . . . .. . . . : . . .. . . . .. . . . .. . . . .. . . . .. . . . �-- • • . . •• . . . .. • . • .. • . • .. . . • •. . • • .. . . • •• . . . •. . • • .. • • • .. • , • .. • • . •. • . . .. . • . .. . . . •. . • . .• . . • .. . . . • • r. . • . •• . . ♦ •• . . . ♦• . • . .. . . . .. . . . .. . . . .. . . • .. . . • .. . . . •• . . .. . • •• . • .• . . . .. . • . .. . . .. . .. . .. . ♦ . •. �. • ........��• r..r.�.T^*T P^• n�w.�-�...�..�,r,,.rr M,. ,� ••. ,y ,�•••� �� .. . .. . .. . .. . .. .. .. . .. .. .. .. . .. .. .. .. .. . . .. . .Q .. .. .. .. . .. . .. . .. . .. . .. . .. �. q ,,,..�r+.+ 'T' .. v—r'—'—.. 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DATE � N ��' ��� ctit < `� 0 I co � d Q . . . . .. . . . .. . . . .. . . . ._ . . . . , � <C 873 . . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . < U 00 ;w 0 Z � . . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . . .. . . . . . .. . . - –_ . . . . . . . . .. . .. . . . . . . .. . . . SOUTHERN CALIFORNIA GAS CO. DATE � ~ �" � . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . . tip f d a: .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . v. . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . .. . . . .. . . . .. . . . .. . .. .. :. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . 0 872 . . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . I-.. . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . , . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . CL z . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . . .. . . :. . . . .. . .w . . . . .. . . . .. . . . .. . . . .. . . . . . .. . :. :. �r.w/s 0 uj Q p �' .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. .. .. .. FALCON CABLE TELEVI ION CO. DATE a_ . . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . .. . . . .. . . . . . .. . . . .. . . . .. . . . .. �. . . .. . . . .. . . . .. . . .. . . . . . .. . . . .. . . . .. . . . .. . .. . . . .. . . . . . .. . . . . . .. . . . .. . . . . . . .. . . . .. . . . .. . . . .. . . . . . .. . . 871 . . . . .. . . . .. . . :. :. .. . . . . . .. . . . .. . . . .. . . . .. . . . . :. zZ . . .. . . . .. . . . .. 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SCALE: 11 11 DATUM ELEV 870.00 APPROVED--PUBLIC WORKS DEPARTMENT REVISIONS DATE: 6/22/92 et' CU 00 0 r � It N Lo d' tom- Lo L6 � r_ r � � � � � � � JOB No: 91 --612 Co 00 00 00 as 00 00 00 00 00 00 00 00 00 9+50 10+00 10+50 11+00 SHEET a RE== MEW A TASko.`;*'Auw"`Epm3%0 A % EE'kml 'E rm%.jF1Lt V A AV NU C7)" __. . l • l • 4 WINGS ' GREG LUKE R.C.E. 24,873 - EXP. 12--31-93 OF SHEETS