Loading...
HomeMy WebLinkAbout2005 - Eliano, Avion L WORKMANSHIP AND CONSTRUCTION HALL NFO / N�. VA INDEX OF DRA%MNGS • PUBLSHEET NO. DESCRIPTION CITY -OF ATASCAbERO GENERAL NOTES CITY APPR 1, ALL MATERIA ! N S CONFORM TO THE CITY OF ATASCADERO STANDARD TE SPECIFICATIONS AND STANDARD PLANS, THE STANDARD SPECIFICATIONS FOR, PUBLIC WORKS CONSTRUCTION, AND 1c 1 .,,\. lP ROVE .,,\,, IE NT. PLA..,.. S1. IMPROVEMENT PL SHEET STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DATED 2000, EXCEPT AS NOTED ON THE PLANS. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2® STREET IMPROVEMENT DOVER SHEET A NOTE PRACTICES, GENERAL CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR THE SITE 3. STREET NOTES,, DETAILS AND TYPICAL SECTIONS CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MAGE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 4. STREET,IMPROVEMENT PLAN A PROFILE - A VION ROAD, STA 35+29. TO STA 44+00.00 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO HOLM HARMLESS, INDEMNIFYTRACT MAP 25 .25 2 ;, AND DEFEND THE OWNER, THE ENGINEER AND HIS CONSULT,*14TS, AND THE CITY OF ATASCADERO, AND EACH OF 5. STREET.IMPROVEMENT PLAN PROFILE - AVION ROAD® TA 4-o09.00 T STA 40$3 v THEIR OFFICERS, EMPLOYEES, AND AGENTS, , 6. STREET,IMPROVEMENT PLAN A PROFILE ® ELIANO STREET, STA 19#7'.6.47 TO STA 7#00.00 3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ATASCADERO ENGINEERING r. STREET,IMPROVEMENT PLAN PROFILE � ELIANO STRFETd STA 2'�I�o.00 TO STA 31,054.51DEPARTMENT BEFORE START OF WORK. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT. 4. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS FROM ALL AGENCIES AND PAY ALL FEES PRIOR TO ' S, STORM DRAIN COVER SHEET AND NOTES COMMENCEMENT OF ANY WORK. . STORAX DRAIN DEQ AP 5, CONTRACTOR SHALL GIVE THE CITY OF ATASCADERO ENGINEERING DEPARTMENT 46 HOURS NOTICE BEFORE WOODRIDGE10. STORM DRAIN LINES PROFILE SHEETLINES �00 STARTING WORK. CALL INSPECTION SERVICES. 11. STORM DRAIN LINES A PROFILE SHEET - LINES `O« ` 6. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK, CONTACT THE CITY ENGINEER TO SCHEDULE SUCH MEETING. Uf 12. STORM DRAIN PLAN - LATERALS PROFILE SHEET`ALl'p4" RNIA ` IT"" 0 " A T A A D E R 0 :- - 7. WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY, 7:00 A.M. TO 7:00 P.M. EXCEPT LEGAL HOLIDAYS. 12A. STORM DRAIN PLAN - DETAILS INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 6:00 A.M. TO 4:30 P,M. CONTRACTORS SHALL 12B. STORM DRAIN PLA DETAILS SCHEDULE INSPECTIONS 46 HOURS IN ADVANCE BY CALLING THE ENGINEERING DEPARTMENT. 13. WATER COVER SHEET AND NOTES 6. ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONS DISCOVERED BY 14. WATER DETAIL SHEET CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION OF THE WORK PER THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER AND OWNER IMMEDIATELY UPON DISCOVERY. SAID WOODRIDGE 14A® WATER DETAIL SHEET NOTIFICATION SHALL BE IN WRITING. "'TPROJEC 15. WATER :PLAN 4 PROFILE - A VION ROAD - LINE OC*' 9. GRADE BREAKS ON CURBS AND SIDEWALKS SHALL BE ROUNDED OFF IN FARMS AND SURFACE FINISHING. 0 16. WATER PLAN S PROFILE AV/OA/ROAD LINE `C` 10. SIDEWALK WARPS SHALL BE PROVIDED TO ALLOW A CLEAR 4-FOOT WALKWAY IN ALL LOCATIONS INCLUDINGTR 2525m 2 WA7"'E'R PLAN PROFILE ELIANO STREET � LINE �' � WHERE MAILBOXES, UTILITY POLES, FIRE HYDRAN'T'S, AND GUY WIRES ARE TO BE INSTALLED, 11'. 19, THE DEVELOPER ASSUMES ALL RESPONSIBILITY FOR THE APPROVAL OF MAILBOX LOCATIONS BY THE LOCAL 18. WATER PLAN 4 PROFILE - ELIANO STREET m LINE BRANCH OF THE UNITED STATES POST OFFICE. 19. SEWER COVER SHEET AND NOTES 2a SEWER DETAIL SHEET NO-TIFICATION FOR INSPECTIONS 21® SEWER PLAN A PROFILE - A VION ROAD APPROVAL OF ALL WORK SHALL BE NECESSARY AT THE COMPLETION OF EACH OF THE FOLLOWING STAGES OF 22, SEWER PLAN A PROFILE - AVION ROAD WORK AND SUCH APPROVAL MUST BE OBTAINED BEFORE SUBSEQUENT STAGES OF WORK MAY BE COMMENCED, OO 23. SEWER PLAN A PROFILE - ELIANO STREET ADDITIONALLY, THE INSPECTOR SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY OF THE -4 FOLLOWING STAGES OF WORK. ,Z• 24. SEWER PLAN A PROFILE - ELIANO STREET" ANY CONSTRUCTION OR EXCAVATION REQUIRING IN SPECTIO,. THAT IS UNDERTAKEN WITHOUT INSPECTION IS 0 Oct 25. MASTER UTILITY PLAN SUBJECT TO RECONSTRUCTION AND RE-EXCAVATION AT THE CONTRACTOR'S EXPENSE, WIN O INSPECTION MUST BE SCHEDULED FOR THE FOLLOWING WORK: 0 "y 1. COMPACTION AND PREPARATION OF EMBANKMENTS, EXC ATIONS, AND SUBGRADE. .� O PUBLIC UTILITIES LEGEND �^es 2. Aa CONSTRUCTION OF FORMS FOR ALL CONCRETE STRUCTURES, INCLUDING CURBS, GUTTERS, AND SIDEWALKS. ~ B. EXCAVATION FOR STORM DRAINS AND CULVERTS: ATASCADERO MUTUAL WATER COMPANY � WATER: TRACT BOUNDARY .� 5005 EL CAMINO DEAL, ATASCADERO, CA 93422 3. A. PLACING OF CONCRETE IN STRUCTURES, INCLUDING CURBS, GUTTERS AND SIDEWALKS. � PROPERTY LINE TEL: 805--400-2423 RIGHT-OF-WAY B. PLACING OF STORM DRAINS AND CULVERT PIPES. �~ SEWAGE DISPOSAL: CITY OF ATASCADERO CURB 6500 PALMA, ATASCADERO, CA 93422 BACK OF CURB 4. EXCAVATION AND BACKFILL FOR STRUCTURt S AND PIPES AND PUBLIC UTILITIES. CUA-TER _� __�-_- -------- 'TEL: 805-461-5020SIDEWALK 5. CONSTRUCTION OF ROADSIDE DITCHES AND OTHER DR.►INAGE WAYS, I TELEPHONE: SBC: PACIFIC BELL EASEMENT - --~~- 6:. PLACING AND COMPACTING OF BASE MATERIAL. 944 MILLS STREET EXISTING IF MORE THAN ONE COURSE OR TYPE OF BASE OR SUBBASE IS TO BE USED, APPROVAL SHALL BE SAN LUIS OBISPO, CA 93402 2=1 SLOPE - _ NECESSARY FOR EACH COURSE AND/OR TYPE. TEL: 800-750-2355 EXISTING CONTOURS �.. 7, PLACING OF PAVEMENT OR SURFACING. WITHIN 46 HOURS OF PAVING, ALL MATER VALVE BOXES, CLEANOUTS ELECTRIC: PACIFIC: GAS ELECTRIC COMPANY (PG&E) EXIST. WATER LINE $' S AND MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO GRADE AND INSPECTED. 406 HIGUERA, SAN LUIS OBISPO, CA 93402 EXIST. SAN® SEWERVRANITY MAP 8" 8. STRIPING AND SIGNING LAYOUT AND PLACEMENT, Ito TEL.: 800--743-6000 EXIST® STORM DRAIN �"�18" SD EX. S.S. MANHOLE , N,T, GAS: SOUTHERN CALIFORNIA GAS COMPANY S.S. MANHOLE _ - _-_ @__- �. FINAL CLEAN-UP. 9400 OAKDALE AVE, CHATSWORTH CA. 91313 S.S. LATERAL S TEL: 800-427-2200 EX. FARE HYDRANT - --r-- -- GENERAL NOTES CABLE: CHARTER COMMUNICATIONS PG&E BOX � � TEL; 800-544M2668, 800-640-6959 EXISTING PG&E BOX PG&E ELECTROLIER � 1. ALL GRADING SHALL CONFORM TO THE GRADING ORDINANCE OF THE CITY OF ATASCAPERO. PAC DELL PEDESTAL 2. UNLESS SHOWN OTHERWISE, STATIONING ON PLANS REFERS TO CENTERLINE STATIONING, SSMH SDMH o 3, UNLESS SHOWN OTHERWISE, ALL CONCRETE SHALL BE CLASS 560-0-3250 CLEANOUT DEVELOPER CLEANOUT CONCRETE FOR CURBS, GUTTERS AND SIDEWALKS SHALL BE CLASS 563-•0-2500. NAME: R.W. HERTEL AND SONS INC. MONUMENT � r 4. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER ADDRESS: P.O. BOX 4013 TOP OF CURB T.C. AND THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORECTION OF ERRORS OR SAN LUIS OBISPO, CA. 93401 TOP OF GRATE T.G. OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE APPROPRIATE PLAN REPRESENTATIVE; ROGER TOMPKINS GRADE BREAK G.B. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR OR ENGINEER SHALL KEEP RECORD OF CHANGES ON SET OF PLANS `605 595-2488 PUBLIC UTILITY EASEMENTI.E. MARKED "AS-BUILT". DESIGN ENGINEER ANC? INSPECTOR AND CONTRACTOR TO SIGN TELEPHONE; FLOW LINE; 5. A PRE-CONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE PLANS PRIOR TO SUBMITTAL TO DESIGN ENGINEER FOR SUBMITTAL OF "AS-BUILTS". �®�� I� � INVERT � INV. HELD PRIOR TO ANY CONSTRUCTION, INCLUDING GRADING . T6 SUBDIVISION DEVELOPER'S ENGINEER DRAIN INLET I HEREBY CERTIFY THAT THE WORK ON DRAWINGS I THROUGH �W.571316 NAME: RAMSEYER AND ASSOCIATES REMOVE TREE BENCH MARK DATA 2 MARKED AS "AS BUILT" HAS BEEN CONSTRUCTED IN EXP?6- ADDRESS: 1881 KNOLL DRIVE SEWER LATERAL SL CONFORMANCE WITH THE LINES AND GRADES AS SHOWN ON SAID PLANS, VENTURA, CA, 93003 --�--- -------- � - � �-- NGS PID: FV0003 DESTINATION: 880 DRAWINGS AND REFERRED SPECIFICATIONS. ` CIVIL �� REPRESENTATIVE: �RANDY TOEDTER .r...., r W',- ppa."�f '»`,;' y�: .•ti ., BRASS DISK STAMPED 880 11 19168, SET IN TOP OF EAST OF CA BEING A 3-1/2,! as1. `; END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 230.03 DATE: -� 4 / TELEPHONE: (805) 654-1083 OVER A ROAD TO ATASCADERO STATE HOSPITI`.L. ELEVATION s 882.4' DESIGN ENGINEER (8054 654-8013 FAX ~ NAVD83 AS COMPUTED BY APPLYING THE VERTCON SHIFT VALUE TO THE ®ATE: SOILS ENGINEER ��`a�,.^��.�;d °,i I='� u�IhY•/.j ,fl' ;..i��, . t, ;1jv,J,! � NGVD 29 ELEVATION PER NGS DATA SHEETS. CITY INSPECTOR NAME: GEOSOLUTIONS INC. i'f ��'� �" 1 i .. a,' w q0. pay ,,Ykn.t s `'d {', �'�mat :°Q++:....n' .X t.,.. j.. �•'•c,�.n,. wdd Q.ar.�a �,; C_.....'a @DATE: 8 ADDRESS 220 HIGH STREET CONTRACTOR SAN LUIS OBISPO, CSA 93410M �.`BASIS OF BEARINGS �'y :�; ;, REPRESENTATIVE: JOHN KAMMER .r "3T'I /�, , izz,... r���jj°��E THE BASIS OF BEARING FOR THIS SURVEY IS BE'!-WEEN TWO FOUND MONUMENTS TELEPHONE: (806) I ROUGH GRADING PERMIT DATE: ALONG THE EASTERLY BOUNDARY OF ATASCADERO COLONY BLOCK 68 AND HAVING ® 8 8! ...,_«m.............,...,..,.,.,,.,............n.. ,,..a»•.......4 ......,...a+., w,.,...,.+,•e...,,a.,-........+;v,,.,...>,n.„.t•unna A BEARING ON N0 26 12 E PER R-1a REGISTERED CIVIL ENGINEER NO. . CITY ENCROACHMENT PERMIT NO, MATE: STATE ENCROACHMENT PERMIT NO. DATE: � 0/c v OF PERMITS X/ SAN LUIS OBISPO FLOOD CONTROL DATE: ' DISTRICT WATERCOURSE PERMIT NO. �~ SPD'. 10!02 NPROPERTY DATA 045-411-•001, 045--412•-001, ASSESSOR'S PARCEL NUMBER: 045-311-001, 045-401-015, 045-401-016 ADDRESS: SOUTHEAST OF HALCON RCS., NORTH OF SANTA BARBARA RD, F NUMBER OF LOTS: 66 U IL OR ,� USA NORTH --Ntwwm ON OWN ulmdevowound d PREPARED Ym W.O. 1317.2 A .� C I TY UF [� R®W.T. I �; r ' SHEET µ DESIGNED - - ASSOCIATES, O®� .p� - �`'',` • . 1 CIVIL ENGINEERS - LANA? PLANNERS •- SURVEYORS z Call. TOLL FREE -1 A 18431 KNOLL GRIME-, VENTURA, CA. 93003 �/ R 'a CT SA W O'k 0 D nmw'k I OF "k 5�2 02%E t M,c�>��. PHONE (806 654•-1088 FAX (605) 6054.-8013 � NC9, 3731 fi 1 rnu aco j aw�aun Exp. 6-30-06 25 cz, - 800 DELINEATED mv,, ` , 227- ,/ �� MENT P'bt A"N COVEER SHE ' '' T o�V�� / �. son enow FILE NO. REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CIT`( DATE K.W.T. RANDY W. T ®TER R.C.E> 37316 DAT CF�� CIT GINEER UATE . CHECKED �a -------- ---------- ._M_.. �.,s,. _ry m_-__._n n__. ..___, .�__...a_---------------- ._s 101. .._... .. _ Cu 1 U C T T A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED U Lc 4w OVE .\. 4ENT PLA -N BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT P B I qPR 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 BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS TRAL. T AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE " WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALLWOODRIDGE �`'� CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL, -g� D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED 0 AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY %j W010DRIDGE(`_,/ 1TY 0 1kr" AT AA S C AD R 0 ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. E A" AL k RNIA E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN PROJECT THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW, ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE TR 2525,,2 AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. t F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE , IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN 1-0 CC THE FINAL INSPECTION IS MADE. G, AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. ' H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND m �- FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR �� Q LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER �~ FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. 100 �- I. ALL UTILITY COMPANIES MUST. BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND z SERVICE ALERT ((U.S.A..)AND 1--800--642-�24-4�4� TWO TO TEN DAYS PRIOR TO THE -f START OF EXCAVATION D SHALL VERIFY THE LOCATION OF ANY KNOWN �- UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE "� PRESENT DURING EXCAVATION. J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC ANILANO RIGHT—OF—WAY. THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED, BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE SATIS�A�1T"IQ�I SFA TL-I��NSPECT��. WORK TO COMPLY WITH THE PLANS TO THE 0 VICINITY MAPm L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND 100 ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS 0 N.T.So PROPOSED IN THESE PLANS AND SPECIFICATIONSDRAWINGS, I FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD R NG . NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE EXISTING STREET IMPROVEMENTS R—VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY PER PHASE I PLANS. ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS—SECTION. N. ALL FRESH CUT AND 'FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS PRIOR TO THE FINAL INSPECTION. 0. 'ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR I GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN PHASE I ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SG, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND PHASE NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR, SCALE: 1" 200' PHASE I Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY o"'T''Er" "HEET INDEX STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION PHASE 2 PHASE 1 AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION PHASE 2 SHALL BE INSPECTED. BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. 2. COVER SHEET, I EQE14D R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE L 3. NOTES, DETAILS AND TYPICALSECTIONS PRESERVED OR RESET BY -A REGISTERED CIVIL ENGINEER OR LICENSED LAND TRACT BOUNDARY SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING 426 AND AS REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAF ACT . PROPERTY LINE -. AVION ROAD,, STAP14 TO STA 44+00. 00 RIGHT—OF---WAY S. ALL GRADING OR OTHLR CONSTRUCTION WORK OUTSIDE OF THE RIGHT—OF—WAY CURB 6 5. AVION ROAD, STA 44 . . 49+38. 4 SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF---SITE BACK OF CURB PROPERTY OWNER. GUTTER o ELIANO STREET, . 19+76. 47 T 27+00.00 T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY SIDEWALK EASEMENT 7. ELI 7+ o DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR , TA °I° TA 31+54.51 IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. EXISTING 2:1 SLOPE r U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED EXISTING CONTOURS CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE EXIST, WATER LINE �3"�W AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF EXIST. SAN. SEWER -g S_ ALL PERSONS AND PROPERTYAND THAT THIS REQUIREMENT SHALL. BE MADE TO EXIST. STORM DRAIN D APPLY CONTINUOUSLY AND NbT BE LIMITED TO NORMAL WORKING HOURS. THE EX, S.S. MANHOLE _____o CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE S.S. MANHOLE CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL S.S. LATERAL S sk LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK + ON THE �ROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE EX. FIRE HYDRANT 5 a DESIGN PROFESSIONAL. PGCE BOX 7: V. THE CONTRACTOR SHALL MAINTAIN TWO--WAY TRAFFIC AT ALL TIMES. TRAFFIC EXISTING PG&E BOX C3 CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR PG&E ELECTROLIER TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL, HANDBOOK. NO STREET OR PAC BELL PEDESTAL LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND SSMH GRANTED' BY THE CITY ENGINEERING DEPARTMENT. SDMH } W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER CLEANOUT OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. MONUMENT TOP OF CURB T.C. X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE TOP OF GRATE T.G. POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. GRADE BREAK G.B. Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION PUBLIC UTILITY EASEMENT L.E. KEY MAP OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. FLOW LINE INVERT INV. , Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE DRAIN INLET TRACT NC. . 25252 -� STREET IMPROVEMENTS ° LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER REMOVE TREE APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION REFER TO TRACT 2525-- FOR ALL GRADING, EROSION CONTROL ' � SEWER LATERAL SL - OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFOR RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE AND DUST CONTROL MEASURES REQUIRED FOR TRACT 2525-2 DESIGN OF THESE IMPROVEMkNT5, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. — INDICATES SHEET NUME�ER FSR THAT AREA SEP I'S OR � (USA NORTH PREPARED Yo w.�. ����.� PERMIT ISSUANCE Y �� CITY OF ATA'SCADERO • � .. � -• .� ,� .� n a R.W.T. . ��� SHEET CITY E° T C tr ti+�f`. �� p , C�CNJC�C Q CSC DESIGNED , -� �� I ' 4� OTRACT 2b2'%b"m=m,2 WOODRIDGE (� ! a 0IVIL.. ENQINIEERS « LAND PLANNERS — SURVEYORS ��� � �, ��, '� �� ��I� �,,!�� OF ca II® TOLL 18$1 KNOLL DRIVE, VENTURA, CA. 93003 �� � � FLp ��+� GROW ME& FL - � M J U PHONE (805) 554-1085 FAX (505) 654-8013 No. 37316 '�► �!'�J► � 25 EET IMBPOROVEMENT MAN DELINEATED exp. s-- Q-o� y= - V ,,; w `7 ,�� �`$v�� r�` 4 1-800 F! N0 % 'f NGINEER TE ,t ..:� + COVER SHEET & NOTES co TWO WOWJNG DAYS SWOFE YOU M REV SYMBq DES TE R.W.T. RANDY W. EDTER R.O.E. 37316 DATE � CI r. DESCRIPTION OF CHANGE RCE DATE CITY DA . CHECKED 0 �m NOTE: STREET NAME SIGNS MAY BE POKE MOUNTED ON A "STOP SIGN" POLE; HOWEVER, STREET NAME SIGNS AND STOP SIGNS CANNOT BE MOUNTED WHEN STREET LIGHT POLE IS ON THE TRADITIONAL STYLE STREET LIGHTS (STREET NAME SIGNS TO BE LOCATED ON MINOR & STOP SIGNS MAY BE MOUNTED ON THE 0' MARBELITE POLE STREET STREET APPROACH, STREET LIGHT c LIGHT.) POLE LOCATION AND R1 "STOP" IMP SIGN INSTALLATION SHALL BE cc COORDINATED. BCRC0 ECR F_ 2a' R ` ," 25' RIcy ( (ca I i 5.0' a �o CURB PROLONGATION OF CURB CURB SO UTH/E'A S T NOR THI WEST �dVII R1W 43' 19° 24' MAJOR STREET 2' 17' 17' T' CIL CURB PROLONGATION OF CURB CURB ea.- ®, �� f 2cr- „ .e.. WHEN THERE IS NO STREET LIGHT �'� 25° R L 25' R _J POLE ON THE MAJOR STREET ECR ---ff STREET NAME SIGN � ' APPROACH, SBCR SHALL BE INSTALLED ON i STOP SIGN. .�a_g° b T YPICA L S TREE T SEC TION ui x WHEN THERE IS NO STREET LIGHT A V/ON ROAD POLE ON THE MINOR STREET (STA 36+29,14 TO STA 49+38.47) APPROACH, R1 "STOP" SIGN NO SCAL E SHALL BE INSTALLED ON STREET NAME SIGN. 9 TYPItt r ; A"'AL INTEKSEC"TION DETAILv THE ABOVE DETAIL SHALL BE COORDINATED jgg (gp9( WITH THE CONSTRUCTION OBSERVER. ��� oINSTALLATION OF SIGNS AND MARKINGS SHALL .► I f l ( � " CONFORM TO ATASCADERO STANDARDS, HADCO HFP210-V MOUNTING ARM OR EQUIVALENT HADCO "NERD" CF2wV EAST WEST LUMINAIRE WITH CF2 TYPE III RIW RIW REFRACTOR OR EQUIVALENT 43' 19' f t7' 2 CIL GENERAL NOTES FOR STREET LIGHTSr r 1 POLE & BASE (1) A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' (4) ALL LIGHTS SHOWN ON THIS LAYOUT SHALL BE INSTALLED HADCO P4020-12'-V TO AVOID AN OBSTRUCTION SUCH AS DRIVEWAY, CATCH AND OPERATIONAL PRIOR TO THE ACCEPTANCE OF THE 0R EQUIVALENT ,." - / 2% BASIN, ETC. ANY ADJUSTMENT EXCEEDING 10' SHALL LIGHTING SYSTEM BY THE CITY LIGHTING DISTRICT. 3 HAVE PRIOR APPROVAL OF THE CITY OF ATASCADERO, 2 y"' _�----�- - 2 DEPARTMENT OF PUBLIC WORKS, (6) DECORATIVE STREET LIGHTS SHALL BE HADCO "VERO" CF2-V (VERDE) STYLE WITH CF2 TYPE III REFRACTOR, ON HADCO P4020-12'-V (2) A REVISED STREET LIGHTING LAYOUT SHALL BE REQUESTED POLES, AND HFP210-V MOUNTING ARDS, LUMINAIRES SHALL BE TYPICAL STREET SECTION FOR ANY CHANGES IN THE AAPS SUCH AS STREET 9000 LUMEN HIGH PRESSURE SODIUM VAPOR WITH INDIVIDUAL ALIGNMENTS, LOT OR PARCEL SIZES, BOUNDARIES, ETC. P.E. CONTROL OR APPROVED EQUAL, EL/ANO STREET (3) ALL MAST ARMS AND BRACKETS SMALL BE PERPENDICULAR (STA 19+76.47 TO STA 31+54'51) TO THE CURB FACE, 1V SCALE —INSTALL HADCO VERO 9,000 LUMEN HPSV. WITH CF2 TYPE III REFRACTOR TYPICAL STREET LIGHT DETAIL NO SCALA' 1 a ST. PAVM'T WIDTH qQ=I 1 III' I• ' 9 C3 3.0 g g r ,q g� R A �+ "°"'° 1°5� !•Q' 8 DETERlV!/!A{G® BY,SCJIL,.S EN6aI091E�1�.1`11M7p �l��ai�/Y����e7 �O �� 8 0 1/4- PER FT. SLOPE 4.3 P.I. 1 e7 �, 2 CONSTRUCT' 6" ROLLED CURS ANO GUTTER PER DETA& LEVEL LINE--- 3/8 LIP ON SHEET J. q Flo 3 CONSTRUCT 5—FOOT-FOOT {� DE 4'e P.C.C. SIDEWALK PER CITY OF A TAS'CA®ERO ENGINEERING DEP T. DWG• NO 419. C A 4 4 04 Q 4 eLo < -----------0.02,15 w LO SIDE�NALK ° ° 4 ~°� .��a `acq NOTE: ,STRUCTURAL SECTION TO BE DETERMINED BY SOILS 44 ENGINEER & APPROVER BY THE SOILS ENGINEER cel CITY 10ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. aROLLED CONCRE TE CURB tom! TYPE — Eli I u 3 s 2. ^ fS N.T.S. 0 OR USA NORTH t ndarg andF EPARED BY: W.O. 1317.2 �5, F' IT I UANC ,rCITY OF ATASCADERO sawwo(m) Agewt R.W.T, ° I T C E SHEET ES ONED � �� O�� .0 TRACT 2 �7 3 CIVIL ENGINEERS IANCPLANNERS - SURVEYORSOF 2 2 WOODRIDGE 03 Call® TL 13$7 KNOLL DRIVE, VENTURA, CA, 930 PHONE (805) 854-1088 FAX (805) 554-8013 N0. 37316 � 0%sum Irm now m.J.U. Ex . 6-30-06 25 "PROVEMENT PLAN .w 1 DELINEATED d0I REt: I Inn - ~ civi 227-2600 gpow- FILE NO. NOTES, DETAIL & TYPICAL SECTION SHEET REO/ SYIv1D0 R.WeT. RnitaY W. �-O �- i . .i=e818 DAT CITY GIN ER ATE �:� TWO WORKM Y Y DESCRIPTION OF' CHANGE RCE DATE CITY DATE CHECKED ----------- -------..� . " ' ^ . ' . - , ` . . ' ^ z . k � , . . . �~ � . - . . . ' . . . . = = - , � . . . - . . � � ' ~ . - . . . .. . . , - . � � . � � � . . � ' . - ` ' ` , ' - --- -- I I I . . ��. I ----- - I I � :.. I - : ........... .......... . -.- .-- == I j wm I..... -- -.- ----- --- - - -- - ------ ------------ -- --- � � - - - - - ----- - . - ------ -- ----- - - � --- -.--- mm um==m==m- =C=so= am a==" -gm--W�Ls =am -, .�,- - ----- -------.- ---- ---�----.---------N!=-----�gm-mm==W--�---.- mmm an=a=mom maw"ulmawwaam Emnaw"mim RaMm-MR=-- MR"��� = �w� - INN= -.-"--,.-- ------- -- ---- -- - . - ,------i- --, .--I---� -- ---,-------,---- - -- I ----.--.- - . - -- - --- , - F------- - - --- --- -- � --- --- --.-- -- --- - ------- --.- --------- ---,-- --"--,--,-.--- --------.,-----------.- -1 --- -- =---".------ 1-1--------l----..---.--------.-,�......-,--------- ---.��"-,-�-.--��-,�...-,-�------�----------,----, ,-l------------- ---.----- ---,------ -,-.-------- ---.- -- I--------------.,--------- ---- ----.-- ---------.--- ------------------- . -- ---------- -..------,---..----- --.--- ---------. ------------- - , , ----- --- ----------------- ---.,-- .- I . --- --- ------------- - -.-- ---... - . ----- ------- -.-,-- ------ -- - ------------------ -- --- ---- -- - --- - -- -----,-- - ---- .-- I-- ---- -------------- =---- - ----- -- , - , - ---��--T ---,------- --------- - -- , ---- :24E-E I -1 I- - - - --- - -----,-.,-,- -.- f - -,-. I-.-..--- -.--- .----- ------------.----- - I I --- ------ ------,- ----- ------.- - ---- -- - =--.-, . -- - - ----- -�-----------.-. - =.=-, .---.--------.---- - - -- ---- -----:------*---.-,-------.--.----.--.-.-, - I ------------------------.------- - - - -- �-`- --- .. - I- .-.- . - ..------ - I-- . ------ ---- ----,- . ,- -- ---- -- --- I -,-----------.- ..--,.--- -- -.------- --,----..--- -----.- .---.- - - ---,-------, - -- -- -----.------------.--- ----- --.-----,-.,- -- ---4--- .-.-I.--- ----- I - - -- - - - - ---I . --,- ff-:�--------------.-- - -,-:-_=_I---------,---:----- ------ ---.--.---.- -.-- ---.----.---.------- - ---- -- #----:--------.-- -- -- ------- ..---------- -- ,.--------.-----.---- ---- -- - -.-- - -- - , --,---- -- --- - ----"--:---- ----_ ,--,"-------------,------------------- ---------- ---- ---- ---- T�" ---- ---- . --------, - I 11 - -.1 - - - .-- ------- -- ------- 1--.- --- ---l--- -- - - --- - - --- -- 11 -- -.1--- - I -I I- --- -- -- --- -- � - -- -- -----,-- --- - - - - - --- --- ---=-,,---, . --.-.- --------.---.- --- - - - ----,--- ---- ...11 11 � . - -- --.-, 11-1.11��-- - 11 � -,-.---.-".. --..-- I- . -----------, -.--..-----,---- ---.-----.. ------------- ------- - -----. .--- ----.------..-.----- -.---,-.-- -/----1-I------,--.. -1-1-- .---- ---.,- --- - --- - --- - I 1. -- --- -- -.--- - ------ -= ,-- ----- ,-,----.-.-,--..,---, -------- .- �- -----..-----.,-.--- -,--..-..---- ----.-------- -------- -Z-1-= --- ---- ='---*,---"-- ------ ----,- ---- - -...------.-- .- -- - ,--- -- --=- �------.------ -.---,--- :--,- ----, - ---- !------l------l------ Z7------ --- --I-- ------ I - .---- - I -- ,. , ----------.- - --.--- -.,.----- ----- .-.-------- -- ..-.-- ,--,.--.-.,-.-.-----. --------",----,------�=-_-- =------- :---- -- -,---ll�- ----- -- -iffffff-.- =-- -- -- - -- - -.-- --- -.,------- -...-"--.---- ------ .-,.--..----,.---,-"--,---. I.,- --.---.-----.--.- -..I- .-.-.--..I----.- ------.--- -1---..- --- --*:�-E . ---- ----.-------- --, -,-----------. - - ------"- --- -,- - - ---.-",---.-.- --- - ------.--- --- 111. . I - � - ---- I .-- - - - ----..-- -----.--- ... l---------------- ----..-- .----....-- ----.1 - -----,-- . ------- -- - --------"------ -- - --------- ---�-------.- ------ . - -- - --- . --.- - -- - ---- - - ------ I ---1-----1 I------ -- ---- -*----:--:Z--r---:,- . --- --.. .-I--.- --- -- I --- � :--=--,-----,- ------, ---------- ----. = - I --- -- -.---.,---- -. - -- - --,----- .---.---, --l- - --- - ----- --- - --, ----- --------.- --,----,--------- - -- --------- -- - - 4---,,--- -- --- ---.---"- .- - I -- MY -,-,- , Tf I f ::IRT ----"= ---..---.--- -- - � ------ - -T-=--.---- - - ---l--.-.-I-- ---=:I-=-----I------.-------.-,-.--l------- I ------.. -..,---,--- ----- -- -�' - -------- - - -I--- -,-- � - -- - -- I - -1 -..----- -----.,---------..-.- i - - .. -----qm- ..- ----------4-----.-- ,- .-.---- ,-,-- ----- --------- - ------- - ---. .---.--I---.------- --.- ------.- - - . - - � .-.-------------- . I -----... -- - --- ,---= . - - , - -- -------Al-------- - -I.-.--.------- -- -------....-.--....,-. -- --- - ---- -- --- --,I- --.- ----- -- ------- - - ,z:-.-.-------.-----.------,--.------, - -----.---- . --.- - -.- -------,-- ------ --- --- I-.--,---..----,. I I----.----- . -.- --- --=--7, ;___----, - ---- - - . --.-.--.------.:---:zl=.------ --- --=-.r-==:v_------ 1--- :::_ - =--1-----.-..-I.------1----- ---,--- -- . --- I - - -- -- -.-.- -.-----.-- -- - .--.. -,.-----.--,-- -.-.-k......---- ------ , ---1 ------ --E-T- X�E--- -:1-- -1. --- . -- -- -.--..--.-7--. -----l..�. .---.-- , ---I- -1 . -, - . - - -:tz7- .�---------- -.-----------l-.-....---.-- - .- -- ------. -7_-_-_ ,.-.,-"-,------- l----------.-::-- .-- - --- -- --".-.--..I-- - -- ----- , -:* --- .-�------.--,--­-- --- I -- ------------------ - - �.--- - ----"- ----,-----.---- ---- -,7-I-,-.--- --.-----.- 17--.-.-.-I...--1--..-.-1---11 1-1-.-..-...-.l.-.1-----1---- I 1- .. ----.,...--.-I-.A c- --?I--.--- I ---- -1.1. -1-11.I-— . - - . -.- -.-,-- - , ------,-,^, � -''-- -,""-"- . - , , =-1----,--^,-----",,-"--�-------- --------------.----I'-- -1- -- .- , -,-,-, -- - ",-"----*-,^"-,-, -- -,^- ­-I- . - -. . - - . , � , , -1-11--.---.- -- - . ----- -.,-- ---' ------------ -1-- I I -- --,--",*........ -,-,:----,- ---- .... .. . . .... �"'. . . .11 . , , ". .. ...I-- w .I -, ----- - -, - -- "", - '- - '"' . . - - 11 I - - - - . -,- . ----11 1- -.1111 --.-----.. - -- ,.-- I-,--------- - ------- ----,--- .. . -- � ., I � .. ... . I . - - - - . I .1- I - - � I- - I- -- -..-. .- .I.- --1-1--.--� ...- -1., - - -----l--.-- 1-1-I......--.- - '.... 1---- I-- --I..- -1- 1.1-11--l-Z. ,--Zr---,-.,..-----..-.,--"-",�-- -Irp . - .....--.-.-..---- - .1.1.11. , - - ----..-.l-.---- -....---- -1- -1 -.1----------------- ..---�_--::--�z ------. -- -------,------- . . -- - --- ---- . l-, "'"-, '""" .. -1- -.I.---.-:.--.--- .------.- --------.---,-----,--.- - ----. -�=-1---�:---------, , ----..,----.,I I------------I--..-1--I-.----,-1-1-1----.-------I...1--------------..---.-.-,--,�-"�-,-;"e.-��,��,---�-�-.-�..-�-.-- --l-"-- rI-0-- - . = =-_--------- ---. -- , .- - --- .--,---,----- --- -- -------,-- ----,-. ------ --- - ......--,-,--, - , ---,-,-- ---- - , ",*--,----,-"------,-,- --,-----,---------,-- ,----,-,-,*------- -"--",,-,----,-*,,-^",- - - �� .. ., - - ----- ",---,"-- --"--- ,-----"-- � -- - .- - .-.--- ----------..--- .---.------.--.------ .-- ---"--,*-"-,------,---,-*, ---,--.- ., -- - I - - ------- . --.---.---------...---------, ..--. - - I -�---..,----,--"-"--."---,-----,� -.1--l- -,.--,-----.----- --- ----,----,-,- - -- . -- -- --��� -- =- --- -- -----,-- - ---W rnL-.. � I - -- ---- -------...-.-- ,-----,.--:^---,------- ---=-----_ -I -- . ,--.-�l-----.---------------------�� , --- 1-----1 -------I- ..--,-�.-----I--,------------.�----- -,. - I..--"--..--- ---I- --1. ..- --------- ------------ - -...----- -.----- -----,---,--.- - ..-..I,-----,------.------- - ---- --- I- ---1 --- --- -- -- I - - -1- . ---.--I-.,-..---------,---------,-------..-----.,----- ----,-=- ---- -i: :�E:- , , .-- . -- -,�..�,-.�-..,---�---.,.-�----,--,-------�-.,.-.,-,-.-,---�- ..-,.--------,-.------- ------------ iw - - ,-,------t- I I -------1. - - . . --- I � -1 --- ,= - -1 .-----.-.- ---.---.-"-,-----,.-. .-------------- - ---,------ -------,--. ----.------. -I --- ---.---------------I..-..----- -.--------. --- I --- ---- ---- ---4--- - -- - -10V I ---- - --- - - =--- . -- ---. .---- I-- ..--..----.--- ----�. -- --- ---.- -1- ------,--.-.. - -----..-I--------�------- - -------.-- -- --- .----- - - , -----: -- -------.. �-------...�,-�---,---.--�-.-.�----,---.- -- --------",*,-,:�--,-�-"--",-",-,,-,- �---------....--... =-=---- , --"--,-------,- .7 . -- - ------ - I . - = --,= -,-,---- ,----, -T-- ----.. -,.-,- A8-*-----f-----=--- --- ---- -.-..----l-,--,-...---- , - -- 11.1 .. I,----- Er� --42!� Oimm ----I----I.-.--,.,---------- I -- =----,--- :--,-,----- --1-1--1-I,,---------.----- . � I=-------- . -----.-- ---..-- - ----- �@�- - .----- - - - - --=-�- ---:----7--,-----11... -,---= -.. -l--------- -- ---- --l-I...- 0 ----.4--..-,-.---.----.-,-. -.- ---.--, -.- -11111-. ----- ----- - - - -- --..-____... -.. - D ..-11 .,. -- -- - - .-.-- ---:: WA-00- ----"-*,-"T---,----,-,-, ---,�- - --- =cc�' - :--C� ---t.---- --I I--111 -,- --- -- . "'== ;Rmw - - .---.--.---...--".--------------1 - -- -- -- -,11-- ----..- .--- --1. I - . I . .- - --- - .. , - �=-�- - .-I -1- I -- - ---- -----, -.-.-I---- ----=- ---,--- , "---,---- . 11 -- -� -- --'. --,. - -------, -- - . -- - .---" -�= - - - ---,(Ql -I- -,-- -- - . ---ll .---- - .------ :im - - ---------.-------------- ,, -------,-,--,-,-, ---- - --. � - --- I------ -- ----- ---. . --- -.- -,------.-,-,Z-, - - - -, = - tv - - --IED -- -----I------ - - ------ w- I --- :7:.-,- -- --­ ---- -- -----,- ---- . . -,--- -----, - I Q - - . - - -----=--,-,-,------- ,-= -- ----4-- ----.-..---- --- --- --== --- . .���---4----.-,--. - - ---- - -----"=-,----- --- ----- I---- -,-------------I - ,- -- - -I-,---�� -,-- . ------ .-------.---_:_�-J-----,----.--, ----­-� -,---- -=-----,:- -- . -� .- ----:---- ---=L-71---- ---- --- --, ....- , . ---- :7 I-----------------,---- "--- . -- -.---- -- -E�= I---- := - --i -Z --I--,..---.,..-,-.---".,-, --------:Zj� ..---- ----I-- -.----i-=-�--7J7-----t � ----------�--------------.-..�-.-.--:----.'�-.::-,-:.4-.-�-7--I..,- ��----C-)-,��,-:, - �.-�--,-:-�--- ---- =-_---k" >- -4-1 ;w-m--=-- - =-- -- ,.,---St.* �5w T.Al - = -- - 1 . � ��-I'll I .---I - I----..-.-. -."---,.-,-.... , ----I------�-------i-.------- ------ - ----.- ---.--------- -----f- . -- --- - - . . I I . -- . 4. -- .-- -- - --,- I ---- ==.- - �,----= --pl- � ---- -------4-----�----+--- ,5 ---- --- - --I,-- --I--- 995! - --,:: -dn% t-- i �f=�H-------------4-.---- --- �dj: :�--.: I -.- ------ ---- t - .. ----------.---�-----Jf---.---f----.--+,-n W� ;L-*.-..-----+ -�- ----------l----T--------I----- waxoqpmwlm ------------. --+-- -,/.r---- --m -- - - .. � -� -----x,- --------- -- --- ----- ..- .. -.-- I I - ----.- � ,= -- .------ - i�w- - - - '=:l-,-:---- -- - :---..---,-.--- ----- . I - -��-�-=- -- -�--------- - --------"I---------- -----,--,-- - --.--,--�---4--------4------ ----------- - ---- -------- --- ----,--,---- --.. - ..------- . - - ---------.. - �� --11-1......... -- --- ----------- -, - --1 .-- -------- -----.-----, -------- ---- -�: 1-11'... -.- - .- - .- . '' ..---,-"----,.-------- ------, ---I------- --l- - -------------.----------- -..,----- � - -.---,- --- --------.-------.. -7:1 -- --- -.-, ---.--.- ,- ---I ...I.--1.1.--.1------I----------I-- , --,___,-=:7=---=� --, - :,1 .:-=r -"-*- -37. -2- �- .1 ---. - - -.-----l-..--.-------,-' --- - --,--, =---*-- - -,-- -- �:--,-- - ------4----- -!E.-3w -----��-I-- =-=-t,7- -,-.. �"o ---.- -.- .----- .- =I- -:.:- � -�-,--- IzIr ..-------- -.- , - - -,--:;"-"-,,------- - - -----.I , -:--Z-*------ �1-1-----l---..4=---- -1- . -- --. -----, -----------l------,.:� -----------,-- -..-L-----.- ---=! --I--- -.-,.-..-.-�-�---�-�-,----,-..�.,-- ---.----..-----.-,--- ---- - - :"--*- ,--- - ...'' -- - I ----l-I----1------ -- -.--- -- ---- -- - ,.�� --- I------- IZ:�----- ---.-,-- --,----, - I . .,---.,-------- ---,-- ---...-.-- I-----.--- ----.- -.-.. - - ---,---- -- .-.--.- ---- �er _ ----*--,- -, - -.-,--",--------,---- I., - -,--,-- --l -,----,-=----"*----- - .-,-. -------- .,-.---�--- - DR OF- i BE - -------- - :E-, _- 4-4-----� .----- -�- - ­ -----� -..----- -- . ----- -- ---. .=M = ---- --- ------"-,. _-.1- -,------,--.--- ---� . . . �-----. --------- ----1-=---- -- , - ----- � .-- I-----.- --.-. ,.---,.-.F-Z---,---- -- .----.-- --,---: - I . --- ------ -- .-- I-- -.-....-.. . I -,.-------- -- -- --..---. ---..--------------0 - -1-�---- M-IF- . I ---".,---.-,--.�.----,----.-----,---�.-I�--I .--------,---,--------- --- ---- - ----,-"-''--",-- -- --- - . --- - ---_j;P-.---l---.----I--.---- .--,-I-i------- . - -- :."-. --,--.--.- - --l-l. - - - ------- -------4-- - '--- -- -.------- 1--.,- - --1- -.-..-------..-..------- ------------------- ------I---.- I.,--.- I -,-,-,-, I --- .--.1 -I --- ----�- ----- --.. -- --- --,--W.-.--.--.--,- ..-- -- ------;�.�-_-.-=--=-.----. --- SID - ----,-, -� ------- ----_-_7t----.,------- --- -------.---I---,.-- ---------- --- ---- --E--7r=--'- ----E==��-=: � . , -.-. --=- ---.-.------.---.---- -,------.--.� ----------"".---,���--�-��,-�-----� -----------,-. . .. . --l- --.- ---.-----..----.---.-,-. -... -,-�- ,-= ----,-.-.--. - -- -- - I- --- --------,.-, - ==- -,.-."----, - .- .-.----. -.------.---- --:7�:... , � - - .--� ------- - - ----- --� - ,.---4-- =7- - - -----=;,.----l-I�......-1-1---- .-----.----- .-"------ --,------,--...-,�- ., ----- -.11-----..-.-,----- -------.-- I - -"-,--.- -- -- - ----- ----I---------- - -,-------- =--,__ - - - -----.: . - - -- - - -- ,--- - - ------- -----.-------.- ,.----- ,---�.---,-,-,- --.-------- ----,----".-..-- - ,-' ----"---.-..---------- -----",-- - - --- ---"- --- ------------I--�,-,-. I--I,-,---=-'-^ -"I-----l- - -,,::,�:.----T""�,:-:. ------,----- ---�-- -----I--. -- - ------4- - - �l - -1---... .......- ---.- -'.' ---- ... - . . --,---------- --- -= - . , .1"-I- --l-111...--.- ---- --------- ------------., = - -- ... I - - I----. ---- - -- =-, I--.--....- -- ----- --l.- T.:- --.- ---------- -------------- ,- --- , -- -.- -l----.---------,------.--- I - -,-..-- ---- ------------- .--.---. -- Z71=---- . ,.------.-.,--, ,-- -=---:=-4--------,--.--- ---- ------------ -----.-- - -- ----.- . 4-- =--A- Al-----=..--. --.------.-------- ,------..---.-, ---.- ----=--Z-� ---�.,.-...,.-f""""::�*--,*, --.---.- .. ---- -",----�.,.-,�.-.-..""�-,-.-.,---..,---...----- - , --,---, --,--- - `:-- .-.--..--�-...,-.-..---�-,--�-�-.-�------.,'I -----.---.-.------ .-...-----. --�- ------,-:---'"--- ,.--- - ------- , --.------.--------.-.-----..I',- --- I.---..-,-. ----,,". -��7- 1------- ------- ----, ----..------.---'--,- .:-,:--- . I ------------------ :---"--*-'--1 ----I-,------*I---111------:----- -11-1-1-1-1 -,:,-.-. ­-- ..,---I------I----- - ------ - -- . 1.- , - =-.---t.=-- -------------* -- --- - ___t:: ------------.-- - -- - ---- -- I --- - ----,--,-- - , - - -----,--,*- "---"-,"-,- -1----------... -,.-­----l-----l-.------- -1--l-1. .�,--- -.- I--------- --------- - ------,,-,-,-------------- ------ -,-- ---,-------. ---- --,---,---- ,---I---,--- I - I--------. - -1-11 - - .--------,-.,----------- ,-,--.,-----......-I----, . . - � . 1.1.11 - -.-.--------- .. - ---,,""" -4- - :=-"=,r:-::_-_-_,, -- ----- -,.-------.--, ----,-,---, -�---.lt---- --.----...--.- I ----- -� 1-1-4 - -.- ,-l------ -.-.-.,---------".---- - I . .. . =- - - -- - - - .- ---.--.. - .- -.4-1- 11-1--.-,--,----- -- -- '-4-----,---.---------..-------,---.----.,-,­--­-­-- - --------.---,-------- ---- - --.--.,-- -- --.-,-. ---- .I-----.---- ---,-- ---- --- :-..----�-Z-7:[ ----- ----4----` - : �.=�� -t-= -.- --- --- -------=14- -1111--y- .- ----..--.--,---,--- --- --.-l-----.----,---,I.-�-".-�-,.--.--,,--,-.,-...---... ----l'.I-— ------l---- -- -- - ----.- � -,---",=- :=:=--.=--------,-,---- - .-... -- ------------- - I---- -.1 .7- ----,--,-------------------- .--------- - --.1 11-�--- - 1. - --- -.11------ -l--.----.--- . =, .I-,- -11- .-l---.--I-.---- --I.,-,--1-1----- --.I- ---.-�.,-.-,-.---�--,----,.---�-�--,--����--,.--�--.�--.---,--,"'"*-',I I ::� I f - - --.-- - -- ---- --.11--l---- - -.11-- 11 A)inrna. - .... I .T --. ------ I.-........1-- -..... ------ ---, '--' --- -- --t -------- . -- I - - --------,-,= ----,-,-,--------,--'- -,.- -.1 . - I - .--.-�--.�---,-----,-..-,------� : .------------- -- - �--��.---,-.--.�--�-i----,-.---�-,-,--.-�- ..---.----Fnmsl- .;. " - 1.I---.,.-�-.11----1 -.I,--- ---^,---- --,- ---,-- - --1-- I . ..I---------- --.-...-- .--l- - -,--- --- -L-tiow- ------,----,-, ---��,-I---,.------=- --=- :=:-- 1--l",,I--"l-, --- M�v. -: -: -----.--,- -- - .---- - --.- �--.-,- -- , :--=,-I,.--- I-.--- -- - ---�--V- ----------- -----I-- ----�----.---- --l.... -,---- --.-I-- ---a---#-- -, ---1 ---------... -,---.---. -.-----------_--_-,----- ,- t- I-- , - -,..-----,. =---.----- . -----.-- --- ----I-- --- . I,---,-------.--�-:::�� - --"-----,-"- ---- ---1-1--,------: ...I---- --- --� . ------------ .-.--l-.------- --- . . --- --.- -------.- ----I---..-.------- E-------..----- --------l------.-- - ---. --,......- --------- I ------:,_ 1------------...--.1--.1 ---.------ -.-,.-.-----...--......-- ---- --.--­.-..+---.-I I I l-----------.-l--l--.-l-- -,-,--I-----11------------ -"-",,-,-,-,.,.,:4------^ ----- .--- ----- --- -- --- --- -- --==-i ---I - --%�- -,------.,-- -- -7-'. - - -, .. --- - ------.--.----1 .-,----- -- ,---..-.,.----. I----..--.....- - --+- I-- --------:z- ---- . 1. ..-I....-------,.- --.-,-,--- -- -.1-"-,----1-1-..: --- ------------ - --.- ------ ----------- --� -"-. - --- --- -- ,---,--,-I,---,- -.-..- -",.--I-.,-----f---.l---- - - ,--"--,-,-,T- - --_l,..-�---,-i- --,:.--,---�=----,---- ---- --.- - - ,----.%4A --1-'-'-"----.---.- -1- -1�;�.----- ,-,.- --,f*I- -I'll -lt-I- . - ==--7---�,---=- ----,-----.I ----,-, ---,--,""----- - ----,.-----.--,---- -----.--- . - ..:�.I-11-::, I I--.-�- ------------,-,-----,- - - - - ------­­­-. --,---,---,------�- -. ----- -- --... ,.-,. - ---- -----,= ----- -.-.----i- -.--,---,11----- ----- � -'"*- I'-- -,----,","--,-- --- - ------- -"- -.---- - I.- .. -.- . � ---. -- -------..---- -.... .....--.-.----.------. ---------.-..----,--- -.-- - .---.,-.,---.-, � -.----------,zZ=-4=-- -- ------ .----=-T ---------..--ll------ - I -1. ... ..- - =-=-";"A:7-- ---- -'"'--*---,--"--------,----,,---'-,-I-- . -....F -�'-'-,----.'-'-----.--1- -,-",-- =' .-=-. ---- - "' _7 4:M--�" - � , ------I.,--- , I-----.---- ----"--""*-----,-- -"--,--"--- --"---- -- I I---- - -.- I----l-- -- --------� --- ----, ---- --.- . m, - -:7---- -..,- - - -.11 ll.-J --- --"...-.1.1 I- L'.., --- .. . - ­- --I,--,:=--,-,==-. - -1 --4 1--l------.-----,---- , � ., -- - .- --,- . -:-- -*- ....1 '-^.......-':�,-- .-,--.-- I---l-1 ---:�,"...,G)- ---- 1---- .---- , 1--l----.-l.-.--.---. -----ll-. - �1.­ _--1 - . -,:- *---"----- -,---.-,"----- .,--,-X-�-,-- .--.-,-- ---.,-.------.-----------"--"=......------ -1 - " � ---..--- -- ..-.--.-..- -1-.- -- --l-l- - --.-------- - --------- -- ------.------- ------------- --�--- ...- - - --- , . . --..,-. - -,--.- -T--_----.--..:-.-,-,--.- -------,--T----- --.-..----I-.------- -------- - --=q- --,-,-,----,..-- --.- ---.-, --.-- l�L-----,- --- -- ---:-_*_--,:A-,--:-, , -:F= ::,-- ----,---- -- - --,.-,.- - -- ------ --------- ---------.--.----------- .- ..-. , -- --- 1-1 -----.- -i---`--------�-.-I I - - ---.--,------[-----. -.....--i----l-.=--.- -l-------:"-::- ,----"-- I-----.-- .----- --,----:---,-------,- -_::.- --------= -- --- -- - -- --l--- --------,--.- ---. --.- -.- ---b -.- --l.- --I.,---- ---.. - . - - - ­ -------- - - -- ----, -- ---- -1-1. .--.-.l---.---I- .----,."..- -- -------.-..- --l- -I--,-----.-..-------------1---------I--,' -----.--, ,--....".,-----.------ I ----,. --- - -- -.1- ..--- , �------ .--*- - ---- .. - .--.- - I .1 - -----.--- -----T---� --- ---.--- -- l----,--,-. �- -----.----l.--1 11 - - --t-:---,--==-------:V-,----::P- - -...-l----­ - --A- -+------ ---� . , IV-----------. ---- ---.- ---l-I- - ---- -- -- -----------.--------------.-- I � --.----- -- ---i--= -I--- - - -.----.----- . -- - � - ---- I----.-.- �-..--�------------..---------------- � - .----.-----. --------.- --..--- .I-- ---. . . - .--.------ --,:---- -------------.---- . I -.-,�----------�.--.------.---.--,- - ,--.---- -... ,.--.------l-1 -----. .--I.,.- --- - -- 1- I-.,-.,--.--- 1--- -.- --- -----1------.----:------"�:-- -- --- --- ----.--.-.-, -- **-- ==F--":-- ------- ----------------------- ---- ------.---n------r------. I --------- - I''----,-,-----.---------- - - - - -�-- --- � -- ------ ---.- - --- 1--.--- ='-.---,:, "---... - --l-1-1--, .---i,------ ---:-- I --.-­- ­- -- ----4-- --- ---.-- -- ---------- - --= -- ---�,-- --- ., --,=-- ---- -------------1 1. -- --- - -__.:--" -i9Pw-,D-A I - -::----------"--.- Amm --- : --- --- I -1- - --- - - .,-...---, - L=,.7:- - ij ----:..,:---,-- -"---I", I .,--- - - ----J-� ------=,--,--, I ------T-'--------"-- ------------. ­ .1 I I f-- ----t,-.-....�-L l-E -- -- :,-= I= --- � - I---.-- -G ---- - -1-4.1 --i ............... I - -- -- -1---- ---I.,-,---.,-----.- .."-.1- I--�1--T-�-I-1--I I--,..-. i--- - --.-, --- ---- --- ..--.. - ---- ------ i----'---�,------ --- --- -.,-.-,--. ---- I--.---..,-----,. - ------ .--- -.. -�:, - -- ---- .- --.--.--,----.--,---,-�l---,-,-"-- -- -41-----'-------, '--' I ------ -�--.�.�---��i,---------,--T-----,.-.-�.-.�l--".."-.-�---.��--��.--.. -------------4----- -- --- t-�-=- -- -=- - I . - --=-,:------=i5i- 4:2�1 - --------. ---- . -1- -,-... -- -11--- ---- --,- .-.- --- -.-- .. - .--- = ---=,---- - - -- - --mi---%---.----.-- ,. ------4----------.- ---.-,z--7-L7--"' , -1 -----.-----.-.-.--- --l----,-...l - --- - - - -----.--------. - ------ --, := -- .-=Z:(5D-- . -- -- ---I I-I -- :: --- - - - ------.--,.- -- - -r -�:�--- I -"-.--.-,-�.-+.---.---�--------� ----- - --.------ == - -.:".- � ---- -----,-----------.- --- - - 1 -------------7-1---------= I .==[= I--.-.- ----- - - - ----- =-nl= ----------. --- .------ - I--,,--.---- - -- ---- ----- - - ,=:: , ---,�-- -=---T--,:,----,-- ---*-=-= =--,-" - ,--,--,-,*"", = -- . - - --l-1-01-� - .---�-,�-�--,.---------,--,--.-.- ---. -----,.--- - - ------ . - -,---- - - - - -----E9E-E-q- I . I ---� --i------i--�--4----:z----,-�,------E:-f-:i-=------4----:- .----.-,- - I-' - ---- --- - - .- --.-,-- --,------- - - I- - ----,-.,-''.--------- ---.---.------,-----.------.-- ------l-------.- I--- - - - -- - ------- ----- - ..-- --,--.[---.. - - ,----. ----," ....-- . -....---..------- -11---lr-----.-.- -i=. ------- .1-1.- - . mmv- - .l..-- -- --- -1-1- --"------ . ­.. ---"", --....- --.--.r-._,--,.-----I-.- --- -..------.--.. - . - --- I - - :, - -- ----- - --.-,-- - -1, - - .----.- ---- - -1 -- ---..�---,.---�-.--.-�.-..--.,--,-- .----.-.--.-.-.--,-,.------. - A ..... - ..- ,--. � -,-"-.-.,-.� - I-- --.------..-------.-- - -------1 ..----.-- --I- ..-,-,---- --- --- - -----,.- 51m:: -�--a�---- .---l--.-.l------..--- --,-,---- - -,-""-:,-:-- � -----,----.,---. . - --- - - --.,--- - - ----- -.--. -:z ------,--- ---.-----,-.. - --,---, -... I I .1 - --l- -I--- -----. I -- - ------ .--,-- - - - -- � I I-- ---r=---- - -,-- rw---dwsm mww-m- �-- ------ - -.------.---..--.�,-.�-,---------- ,-�.--..--- -- - ---- ,-- -..- ----- ,---!§------�"-.-"...-----I- -.--.--..I------,-,--I- �'.--- .------,--......- - -- ----�---�.,-----.--.-.----...-�-,---�-,.�"-----.------ - ---- - . - - -,---- --- --ll . --- .-- --. --- -- -- --- --- == .---- -.,.-- - -----l-.-.-- -- -_._.:---. --- -- - � - - -..-,------------'--' -.----.-----,-----.-.- .------.------,--- - .'-- -.-.-- --- -- ------4- ------ -- --- , - . - - - =-=- - ---.-----z ....=---------------- =,-- � - - 1=1 --=----- marAmmm -== ;2-4-.:--Z: : -.-.---..--7!=-.----,-----,------- - 1- -7-:7--.-------".. - =-== --- 4:_ -.----. --- - - -- I . . . - .-1 - ---.--- .--.--l---.---- -�-,-"--.-.--,--..----,-�-.---.,--,�� -:.. .�I I--1---. - ------- --.--- -- � - -- - - -.- 9 - --- -- ------4---- ----.- -----,.- -.- -,- .- I- --- ----,-rz76 -7-.l--------.------- - 1----.--...---,-,---,--.......... , ----"-..t--,..--- -- ------�-l-----------I---------- -- -----==---..------,------,,--"----, -------,- --"-,---- - . I- --i .---- .-- -- - ----G)l ----- ::=77=,--", . -,----,---,*,.,--------,,--l-'l-I -,,-,.-.- - - -,---- -,---.- - - --- - , . - --- 1----...--.---I -- �--- -------.-- --- -----.-.------------.------- - -- .-- - - .------ ------.------ -,-.---.--- -- --I--- -.-I- - ----- --=Zg� - - - ----,-,-----, -- "----,-"---",-,---,----, -.1--l-- .. f ---1 j=-:L -----"-�------- - =----- - --,--�--------=---------=:=--- ---" � -- Z# - - -."--,---,= =7�---- ---.-.-- -- - - - ------ ------" ......tc) ......----------------""--, -- - - - - . ---- � - --- . -- --.---- - --- ,� � .,--- -.1-- . --------- -.-.---------� 1-1- .--7- -....-- . -.... . -,-..�--- --C.T.21 - ---.------l-------,-. -- I .- -.1- 1.1 I----.= ----"- -.'-'--�,---,------------------------- --- --.1- I - - -------,-----,--- ----,-,-.--,----,--------.---l.----.------- ---,*--4--- ---,- -- ----- -.-- -�--------- -7-- -----I-- ----- -----�-.--- ------ *--z:i_- -..--.- -----.-- I---- .. - ---- _ -,":,"",-":"'"--,:-:,.-.-, -":,:,"=:- :.-"",.-. .--1 :7-*--,J---, _- - � - - --- ------- ,"---,t,-*--,--,-- --.-----.-- -... - - - ---.-----.-- I---------..-."--.,-"---- -------- -, ---- -- -- .---------,--- 1----9:-� ,(:::I , t-----::, ----,--,----.-.--...- .-,---.-�---.---�-----------�."..-- - - ,::--.----- .--.--.--- - .-.- - ---------- - - .-- - ........-"-,-,---"-,----------------- ----:,.-,--, -dl----I.-.-- r-,'"',-^"---"-----,-,* 1------.1.111..-- ..-,---..-- --- . - - ,: - .-.-.-..-I- -- -- --,.--,--- - -T------------.- ---- -- - -- -----�-- -- - ----- ---.. --- --- ---- - . ­---------.----- ---- --- r_x.-------444 1 -- ---.-------.--.- - --- --- .--.-------.---------- -1----, - ----- ---- --,-.---- ---- - ---------I----- - - 1-- - - -..-.---.--l.-------,-.- --l..------l'I-- .-I -- =�- � - --...- ---,- - . -- ---==::_-_--I----- - =-- - - .-... -------- I ...-1. . "-.-,-----,-----. ---- 1. --l------ ------.------l--l---' - -.------- : - -- ------4-----------.-----------,-.-.-----.- ---.- -- wz-L^--,- - It- - -, ,------,-, ----- - ------.. --- -..--.I-,.-- - ----.- ---,--- ---- - .---- -- -- sa----- -----I---.w-- - - . -,----,- ------- I . :--__. - -- .-.-----.-- -,----,-.-. -l----.---.- --- .-I.- ---------- ---.- I -----.-.- --,---------- ------.-.- -+-=,.: .. -- ..-- ------ �----,--.---- I----. -- ----- - . ----i-- ­- .-==- -- .i� 4 ,-­- ..---.--..---- - --l- � -�______....,_,_,_ ­­­ ­-­­­­­ -.- .L..I------.---.--.-- I - - -:--=,.:-:-- ------,.,,".-,--- - . , .-I-- - .--- ..-------- ---------- -- ---- .- - ------- , ______� ---�-1.----------------1--- -- -,-- I -------- ---- --l-1-- -- ---- ----- - L4 lj.,L- =,- --,-==, - --"---.--- . --I--i I --...f-.------- : -L--a--l-1-- - -- -- -- -I----- -- ---�"---------�-.-.-,-,-.--.--- .- -------.,- - -.------,- ------ � F -- -- =-,-------=.... . . . .. . ---- -.------- --- ---- - I � I - --- ------.--,. ---- ': --.. ---, - -------- ----.--------., .:..:--.=-:- r--- - -----1 ------------,--- -----=-_------- . - .. ,--.---- - -- I --".---- -- .--l-------.. --- �---- -..---.-- -.---.------.- ---- - .---- --- ----- -,----- � ------ --- -- -- -- A�- - -- I --.----- . -.----------------- - --,--,-�.-...,I--..---.-�l-.----.-..--�--� � -- 1-1- - - --- -..-..---- -----.-.-- --.-------,---- - - ---l- -.-.---,.-. 1. --- - := -" ---- -I --- :I-,-..--.:-,*- 77----.,--,--..- - I-,--^- .-.I--- ------- . - - ! I . ----- --- --,-- ---- -.- .--I-- Z=A- ,----i--:-----,------ ---- -.-,-.--- . ----- -- --- - - ..------- I . -------...-----.--. 1--.------- - ---.. - - - No JND- - -- ---- - --- =-,--,------"-'----,- - ---",-,---," -----------"---------,-----,-----�----,- ---- -- ---.-.-- -.---,- , , . -� -- -- . :------- -----.---.---. -.- -- - ..--,.. -.- --.l.-l..----- 4 . -------- .---.-.------ ---.---. .--.-..---------- ----..-1 -�X-15 zAT--Q --,--.--- I - :- - ,---,-,,-,��--,-.-�---,--------.. -----------,----��-,-.--.-.--"-��-----"--,..-,- ---T,r .�--..,.,--�-�--..�-.�.1-11-1�-.�"..�.- I--------- ----I- ------------- i --.---I--.---- ---- ..----.-.-----1 --- I I ----..----..----.--I------ ---- --- p -- --=.� -.,-.- S- -----....---.--..-..--l--I---- --1.1--l'=---I--- --.--.--.--- - ,--,-- .------- - -- - -- ---- - - ---- --- -,..- ---.- 1�--- --.-----, - --- ^,-*-- - .-I- --- --..--- ---. - --- -- - . ----- - --- --- - --,-- --.----- --- - - ---.. - - - . -- -.-- --- a' -�-----------,- -.------- ----I-.---- --.,- � i� -­­ --- - - ---- - --v� - -,-,=--------- I--,-- . --- == ---4- ---.--...., ----- - - -- - - - � ---- . .- --1---l. . =,.-�--�,-a��_.--.------.��.,.-----.---- ---I--- .-------"--.-..--- - - . - ,--= - I - -I-.--.- -------.l------ .-------ll.-- - ------- - -- -- - - - - - -,------ - ---- ----,-- -�-�-----= :___ ---=-- ---- - --- .--. - -, .---- I-..---- - ----- - .- ---. - --------$"-- --,-- . I---...--- -------. . ---- -.---.-.-.-, ,l---..-------. . -= - - -.4-- --l-11- -------------4- -------.--.--,-- , --I----- _-;� - -- - --li...'11-- -=--- 1 -4- - - ----,-------- - -*--,-z ---,--, .---I,--------. ---­- ----------.-l---.----.----. .-.-- I-----------.------, t---1 - ---�MAW-- I --------::-.I-,-----'-- - --- - --,-. --.------ - - -� -1--I,--,.----------.-.--I----------- --l-l- ---,---- -- - -...-- I - -- --I .------ - ----- - - "--- - , -.--.-I- ---- ,---- .-------- -.--- -----..-- - -a=-----------�--- � --".4--.-" ---- � ,--.-,- ---- ---.- -"--- -,----- , t-,--- 11-------.-r- --.. .. ..-,-. -I--- ---- ----- --..---.-------.--- - ::, --- - ----:� -----,---- - -.1. 1. , - - - .---.------ .--- --- ------.-- ------,.----- : . ---- --- . . ---- ---- --.- - - ----- ---.-.-..------,, . .=,=-*,--,---, -- - --- -------- -J-- --"---'-----, -- -- - . ;Z�-_ -----.. Z-- -- I-- ----,------ .-,---.---. ---- -------- , - -- . - -- . - . --- --,- -,*-,--------.--------- =:I------7-=7---- :*,-"-------",-,-*,=,---- ---....�-4 .-..-.-.----,----,--- ------.- - I'.----... --- -1-1 .-.-- -- --..-- --- -- --I----.----- -- - ---.--.--- --- 1- I --L-----1 -� -- ------- . ------ .----­--,-,---'-------- -­­.--..--.- I---.-.-- --.-"---.-,--. .-.-...-.-----. --l-I --- -- --.--------, - � ---- -.--.. ---- ---.------..---.- --,--- -- .--- --- --- -- --.-- -- --- .- --,. - -- 4�:-- - -:::-7 -.-----l---.--------- -----.- - ,--. - : 'I .,----4----- - z:____ - - -- ---,- - -- I -- -:�. --t � � - .--. ----4-,,---- -- --'------ I-. ,-----, -----4------- .------------------, -----..- -.-----, - --=__=� -- -Z���L7=---- . . ------l-- .-1-- .I---.---.---, ----- - =:--±--------.---.- ­­- -----.--.-.--, ---- - - - - --- -- ----- �------,------ --- ------ -- - . . .. .1 I - 11 I - ,.------.-- ---- -,--- - --- *---- - --- ---- ------------------- -^---=--,---,---- ,--------- -- -----..- ---.. - - -- l------.-ll -1-11---l- --.-..------------- ------ -------- - -� -I 1. - -- .---r"ll.- - .1 ------ .71-1 I--- ---------------- ,---.,-,, -- - -- ------ -- -.-- -1-1 - - 11 1-1-1 - ..-.,--- --,-I- - --":=-- ------- -. - � i--,E-= .1. . --- .. , --I--- - --- -- ---.- -.--..-.--1 --.-.- �Z�,:_�NE------HE- A�l--- ,---- -----------,-----,----- ,--. -.----.--.- --- .-..- - ---.--.-- ---------- - ------,-- -1-1--- Z--7:-- - .-4-----:-�- - -�,-"... - ---i--------,* . I. , ---------.--- .-I.------ �- --- I ---, . --- - - , ----+-I---- --,--- ----,I - - --- = - ----. - ---,---------- -. -- ----.-- - :�m -----::.---- .-.-. ---- --------. ---. -- - -- - f --------=--.Z=.---- -----.----------.- - -- ---,-----.- - -..-.-------- I I - .. - ---------- E i�' ------,-- -- --."-- - -------------------.-.-- - . - ----------- -------- ------- .,-- _---.--.-.---- --- -- UE. .-7-------,--,,--- - - ---- - ---- � -- - .------ : ------ --.-- . -- � ------------- -- -- --1 -..-.1- --,----.-- .. ---.- ---- .- - -- - -4----j--:---- -----ll--liW ,---"------..--- - -----------,--- -- -I---"--^--'---- I ----------. - . -.1- ---I---- ---------------. --- --.---- --,-..-.,--"---- ,-1--l--.-.l-,-­-- . ----..,---.--.--. ..---..---. I-..-- - -----l- , -- --------...-.----...-- � . ------ -,-- -----.---..-.----�......-- -.... --- - --l-i-l- -- -- , �- - --- 1-----l-------. --l--------- .---- ::::i__---- ­ --- 7 . . --l-=--------=.---- - - . - ---------- -- - - - ---,--------. .---- - --, ---- - --- -.. I - I. --,-,-.------- --:�----I-,-I--- ...� - -- -,--- -- -,---.--IC6 1 . ------..- - - -.---,- ---- ------ 7=---, -- I - - - --------I-- ---- ---..---.-------- ---- ----- -,..--. I ----.-,--,---- --- ---.-- - -- -- - -- ,. --------..:=7 ----t-- - . -Z=#::b9--1------ -- ,-.---,---.---I-,- - �--.----- --- -,-,--, .,.- Z--- - - __.-,-:i^_,_--- - - -.-I------..- -- I - ---- - -- -='=t- -- - . I----- --- -- -- ----- -.-- -- - - 1-I -11 I . ..- - . -- ZZ---------------::= ---,- -.-- - --- -----XCE-Z , -- - m!mw mw-- -- -.----- --,----- - - ---.--.------.- - -�,.--.-,... -.. -----.- ----,-,.------.- . ----.--- -......-- .. --,--141-1-1.11 -, --.I--------l-.I---I--.. - . -- I.1-1.----- -- -- -----.--Ea= ------.----.- -.--.-.l-.--- --l-1.1- -1 I- � � .. ..------ ---- .--I.- ------------- -1 I--------.- - �=:_lww�-�--- I - ----- - - - ---..- '. .-----,----,- ---.,-- --------- ------.- - ------.-- ,-------- - --- - - -1111. ..- I I--1----.---.-.--1-1------l--.-l--.--------..,- "-I -- - I . ,-. -1-1 ---- - --- -----.------- -(a-.- - L42 . ----------- -- .or. ,m---r----= 1-1.1-1-1---- - -- - ----------.-- ---,.--- -- I -----1.11-- . i ----�7 . .-I-,--.--..- - - -='-z ------.---- - ---- -Q-4- == ---%,�-------- - -----,-I.i---..-, I ----I- - - ..- ---- ----- =#------------------ I .-- ------.- -- -I--,-- t-l---- -- .I'..--- --.. - ---:-..u4--i--O)17---I----+-�--�- ---..�------ ---- -.:7A- 1 -- --= --,- - - ----I---- ---.- -----f-----.-- - -.---- ---------- � - - -.--I .-:=- - -,-- ----- -- .-- � I.. -l----------1 ------�­­- -----­­ #-:7- ----,- ----. - .Z.------------.,-- -. --t--- -'-' '--------- ------ ----,--- I I :, -.-- ----, - ,=7::r = -- Z-= , I-, ---#--:::�::-:T-E-7--l-E- im 774= 4 - L � -------- , --- - I - -----.----- ------- .I --- - - - . -.-,-. - - - 1. �- mp-m-- . . - ---- -.--,-. I...----,--- -- .----+--- - 7------ ---------- ----- - - - =-,- ". . .--- --.-- -- -- --Z�-� --. --... ---.---..---- . -- ---- - -,----, .-- ---.-- - - --- --- -, - - - --- . --.1---.1 - ------- ----- ---.---=::--EEA= -t=-:- ---- .. ..---�-� ., --1-..- - -- -1-----...--.. ..-- ---.- ------- . -f= - .--L----A- -- -- ---..---.-.- .--- ------- .- -- ---- ---- -- -.--.--- ----- -- , - - - -- ,- - - - -- - --------,.,,-------------4----,, �......-..-l----------------- --�,u=-Ul M---?- -..--- --I---.-- -1---l. --.-I ---.--..-.--.-----.- .-.-.-- .--�-,-�----�=--------------------=----I ---,--- ------ ------- - -- --- -.-.- ---------- -- - ---..----.---..-.--,---.,.-,--.- - ,-------- ---- ----- - --- j=---=---. -.- -- --- �-- I 9i" -=��---- �--l'�----..--.,�,.,--,..-�:,--,� ..-.---,--..-----.-----. --- ---- ---.., ---- =4 -----.- --- - --- . .- -- . I-- - .------- -------- .---.�-:---.,,..=�-l'-,----�.---�.I ----..,.--.,.,--, --.--"- ---.--.l--.-l---.------- - -,--- ------,----,- --- - -- 1. - -11--.,.- '.., - --.----1-------- -... --.-..-..---- . ,.--.-.. -- - ---.--- 1.1--------- -1---------l-.-.-.-.-l---- -.- --,-------. -- -- -------- .-----.--. - - -----..------- .-- -,-- - -- -- N-P ------ ----.------.- ------ --- --.-- I-- -- - .-----.--.--. -I-.-- --.1-1- -­-----------.:.�-,-.-----, --.--.-,:-�--*-- -----.----.- 1--l- -----,..---- -,-- ---- -- -. - I-- --.---L­----- . -� --- -- 1. -----4zw-I -- - - -.=--- -1-I,-----1. -f --------'--':4: a'-"-----'---'"-- - -EEl=--- ,--------------,- . -,-- --.--T,.------ . ----,-,- ---,:=----- ---r- ------I---, I - - -- - ::=- --D =.--. - tc)= . - -------4------. ,--- - -- - . ------,-U--=-----, -- ---.,--.--l--. ­ =-- I--- ­. ---- --- r_-,--, ----"r -^ - ---QD-- -,--- I ------- .1-----,.-,-..-,- . I- - .-=--- -__,:: -Dam-,-----,-- --i �- -.-=--"m --- .-.---"-,-- .-.------.....------ -----.---,- -1-- ---- .---,. - -- - - -- - --- ---==IR -- --,--, --1 I-=-�--..I----- .I - -", .1 ---,---..- -*---------- � .- - -i - ---------11 - --- ----- --.-.---,--- I .... . ----- .1 1".."-11-1 ..- I...- - - - . ---- - --- ----I--*-,-,.--- - --- I - A -.------- -----.--, ----- 1. I .. . ���.--- = --a -- - -I---------I I-1-- - - I.-.-,-- -1. ---.- ---...-- --.- ---- -- ...--- � ----.--.-, ----1--- ----- -*-------I--, --1 ...-..-- - - --I---1-1 ----- , 6--1-- 7---- -.1 --.-----.,- -,---- , ^ --J =!t �--:-!5 -"-",-",- . ---------I---- ----- .I---- --=t-- ----**1 -- i..,-------- -1- I.- -- ----- ---." 6 1 --- I----.-- - .........----1 - ­.---.------ ---- - 99F9 --7-i .-- - - -��.--+- I -------=I-=7--- ------c- Mr ­ ----------I--- ----------,-,-. .--- . - J-.-- -- - -.-.-- -- -- - - - ---,-4-- -.---Ir-.--- - ------- I---- ---,---.---T, -­ ----I-.- -.1 .1 -- ---- ---------t--, 1--.-- - - ------ - ---.- ------ --.-- --- ----- . I ----- - :� - - -Jy4-, -..--,-----f--- ==-- "--" --*--- ---.--,----,."-, ---�--,--.-----,-.------.--.,-------i---------,--��--4--------,-,..-�.�-.- - � Aisr - -- = :zFE-----. -..--- -- - ------- ---.- --- -- --- ------- -- -- ----,-- ..- -.-- - -- - --- I .---4---- ----- ---- . ---- - - ---, ------ ------ -,---- -1---l-I--------- --- - .. - ttd� - 't----ry --Ev-- --:=!n*- -l----.--- ,�-, -!,t-,=-,7:----- - - ------- -------------.----.,--, ---.--,-.,.-- -­- ­­ -- 1--.1---- -- ". -11-- ---- -.--1 - - ��- -7 ��r----,--�- -......- ,.g:;.-----%-- ;::::� -- Z�-- = - � �--: - -==1401 z*== -------'-----"--- ----, +w- -�-=.-- I- , --,-.-----l-I-..-- - - ------- ---..-. - � -- - -- - - --- - ;r_-- .- ---- --��= - - -- -- --- ---...--.-..--- . --- ---------.- ---.-----------------,--,---- � ----.-.----1-- - ----,-,----==r ------- -- - - -- - -.- ---------- - -- -,- - - . ---------------.---- --- - � - I .1. .---1. I I- -----I.---- -2re --w-f-= 10 .--.--:......1- - -- --- �-----.--.� ---l- -.1.......-I----- .--- r ---------- ------ - ----- -- -------- - -- --�-4-- -- ----------- , !�-,f�- - - -- --,--,---.----l--- - ---- - ---"-:.-=,- -..--. ,.------------------���--�-----,-�l--- I-. - 1--.1-1-1-4,.. --"..-,- - ------,-- -1 ------L--,-.-- -I-- ..---- --.- .---- -1-1--.-, .------ --4------l---------- ...-----l----- -�------, -I-- -.- -1 -----.---l--- . - ..---.--1-1-=--- ,--- -----------.- -----,- - --- ------- --- . - ----- --- - -�--- � ,.- -7- ----.:--- ---------.------ .--.1.1- - � -.-- ---- ------- i -------I-----,------ I ------ ------ 1-- - --.--- --.-- - ---.. ,----------r.- - � � --- cl&- ;;�-j .=; --- - - ---------, I - --.- --- ----. - . -- , - - ----------------v 1.1-1--.,--,-------- .. - ml -j- -- = 7-1-T ----- -- -- --,= - I -- � I 0"--- - - - -----4--- � --- - -� -- --. ---­----­­--E�--7 ,---� :-= : = = ---- -",-,:: ---,-:� ,:-----, -=: -- - "'- -----------,---,"-,-,-"--"-,----"--,--,------ - -,L ,t:-:--------1 . ---_.-:�-1--, ,E =�,:---,= -9-t IL E-�E--E-- I ---- - : ----*-r-"--- � -.1-1 ------.-- .--.-. .. ---- --- - . - - �­ '- -- ---- -- .---, ------...-.-..--,1-- . -4 .�Fl-.,--z -------*-.-------- ---- , ",---.--,*-,---"-"--,-- ----,----, ----- -- -- -.---1.1-......-- - ----+---------- - 1---- 1-7--1 - -- --,---,--- ---, ----,.--- ZZZT---- - - -- -- . I � '77..-11.1. -- ---�11 . -..-.. .--:---��----,.---,-,.-,---�-�----- -- - , ......--,.-------.-,-,--- I �' ---- -"------ ------.,- -- ----- - . -,----- - � --11------- - - - -- ----"- ---"----.,--------,- ----- .------ --------.-.--..-.---- --i - ..--...- -.- -.-- ,----- --- - - . 11 . - ... -- .-.--.I----- ---,---.-----".- -- -- - - - -----,., ..-- - � ----..l.-.+--.---.--- � �I - -A 4----- -- --I-- ---"--. -- .---- ---------.--.......--- -----.--------.,-.------- -- -�--------------- I - --.- - -I-,- :-" -,--*- -- ----,--.. ----- - D - -.. ---,-.--.,---, - --- - lF. H. . .----.- - --- .- ----- ------ --- ---, - - , "-- ",------ = ----, --,--,, ,-"-]" --- -1------ -11-1--.- - --- - ,----p7-- -.-.-.--- - .-- -= ­----- -,---.-- -..-.--­­ -.-� -- -..-.--.---- --------l- -----.,-.--.------------..------- -- -- �---�-.--�.. ----,--.-,-,---.�-.- ,- ,. � .. --�- -7l-..,.-J.--..,. .I-- -- ------ - .- ---- ------.-.-----­ =-- ------i-----.--------,----..-------.-------------.------,- --.-,.-,- - , -.- �-�.--�--l.l..----�..--.--,--,----.�-�-,.------. .----. ---..-.------�-..-...-��.-,-...� .-I -.1- .. -,--- -- --=' ----I-- -I------11 ..,...-,---,--, - .--------.- --- =- ------ ---------------- - -.--.--.---- -.------------.---.. ---- ---------.--------.-- -- - - . -I I ..--.- ., .1-1- -, - --== :71 77= ^ I ...- --- ------------------------- - ------------..- . I - I 1 . . . . .1 ----.------- ­­-,-----..--.,------ .........- - --.1.,I------------- - -- - ------. . . . .....I - - I-- - - . =--- ------------.----- --I------- *---�Tzl--Z" "I -- --- ---- =---.---------,--- - --------- .---,-------- ,--,-,..,.-.--.-,-_---_-_--.--"- -----. .-. .. ... 11 1. . . -..---l--.-----..------.-.,-"-.,.--. -,---- -- - --.- ---- . ------- ---~ r"-.I-^Z=C --- - -- ---- - ----,---- . . .--- -- - -� 11.1 I ----, ---l- --- .---,---..-- ---- - 1 -----7" - -.---.-,---- -..-.-.- --.----- -- ------- -1.-.. --1.......-----.I-. . - ---.-- - - - &--- -. ------ -- - ------ ---,--- ---,-----.----.-- --- --- -1. .....-------.---.1-=-.I-,-. -.1..--.-------..,-----.-.-------,------ ,----,--.--,--, ----------.-- ------ --.---.--.-------.I--- - -:-.:,.---,.,---,,-----,.- -.----- ----,----- -- -----..- .-,-.- -------- -..--.-- - - :......� =-"---,:-.-- . -- --, - -- --,---.-- --- ----.-- -,---"-- - -- - - -- - - - -r-, -� --- . - - ---rr�1-- ---- - - - ---1-- - . -- ,----. ---z_--_r_: --,--"-"-*:"-,- ---- ---------- --- ---" I - ----- Mr� lj;7j --- 11 -- --==4=-- --- = 4-7- - --- �W-------,.-----,_ --- - ----"- .,-..---.-------.------,.-- ---- -.- -------='2 - --- - --- :-.----..-.---....------------ --..- --- - . ---- --- --------- - = -----.,-... -- --- -=-.7 ='----------- ----- ,- -- -11 -- I .. - I - -� ..- ----- . - ----- -----.-.------- -- - ----- - - --------- -- -, ,-- -- ------,- --,----------.------ ---­ ---- . :-- -....- -:*, ...---.---.-- - - -------------- ---, --.------ - - ---- - ----I----_:____ .,.-. . .--- I'll ----, --- --I--- --.-1-1-I----�-.,--.-I.---..----- 1-1- .------..-------.- : , : ---------. - - - I^------*- --------------- ,- . ----,.-. .--- ,.--- ,ZZ----"--------------,--,----- ,-----=-, :--- �--.---.--------,..---..�.-..�-----.--.-.= -- -- � ---------- I � ---- -- ------ - I'll ,---- --- . -- -----:- --.--.--,-I ----------=-I-- --- -- - - ----- --..-------- - ----.-------,------ - -- ... - -- ,�- .1.--.----.--- -- -----.-.---.---.-- I----.- ------ ----- --HUI - l----..-----.., --- -------- -,----,-------.-I-.,-..--.--.,. 1---- -.-----,-------. -- -- - -- l-.-l----- - ------,------- -----.,-.,.. I ---,�-,-,----"--,�-1-1------�-----,--�---- -:7----,-- - .--...-l.l------ L---.-.---.---.--- ,- -,---l------ - - - -"--- --=:-------"*^-,--",------,--,",---:------ -.--.,-,.I--.�-1-1-11--------------- �-------- -.-..-.-----------.------------. -- -- I , -� -1--, � -.......--l------,------.-----.. --- --,-------------�--.,-.-,-�---��----�"""..-�.."-.---.---,---�--,.�-- --.-I----- -----.-.------....----- - --l-1 -------- .------- -..l.--.-l---.--...- --.-.----. -1. � -- ----,--- ---- ---,--- -- --,--------.---- --j- -----=- ---I--^-- - ..,---4--�,-�--'.-,-..--.-------�---,.-,-.-- --�E:�Z-1 --1------- -- - ------"*-"-----"i -= = - ,�: rzl ----Z=:=--, :�-�4FE.- I ---�=--- - I - -- -1 ,- -- --------,---.---.---.----,- ---,------ ----� ---r- --'--"--.- ---,---,--=_----- -------.----. --.--,--.-..-... ....1.-1------ - --.-.--.--..-..,- .-.I-.-.,------- I-.-..--..--- --.-,---- I---,------.,---.--,--.. - ------ . ---.- -. I . I ---�--- :- .- - - - -- --- . -1.1-1 ------ ---=,z--.1- - ---- .-=-f.-.--------1"-'--"-".--,-* ----- - = -:--.-----,---,"----.- - ---... ----.--4-- -..---- -- --.,.-- --==------,-,- - - --.-,...-- � --�-- :-- :::: ----==:----,--,-I-- ---------- ,-,-:,--^ ----,--- ---- -,-----�......�-----.-- - --- - . ------�--- -- I ---I . I - - , -- - --,--------�-.--- -- ------- ,-,-,-,,,-,,,----,-,-------- - - ----- I . -1-.------4----- *"-"--- - - ­­­­.......--------4-- -------------- --.-I.- ----- - - --- - -..-.- - - ---,--------.- ------ - -- = -- ----,-.--- ........- -- : -,--,::- .-,.---- --.-..-l.--...---- ,�--..-�.1-l.--.----7--=�-----=:E,:::E--,=---A---- -1-I--.----.,--.,-..-."--.-.- I . 7-z----.-' --,---,-- - --- --.----,,--,-.- ------ -H� --------------------- - - '-7= ------ -, -- , 1:1Z :t_-::::_-_ ---�--7-;-i�- : --t- --4---------------4-- -------------,-----.-- I - - --.-I------�-----I----4.- --l- ---- -.-----.----. - .-..--4,------------ - - -----,-------------.---- I -,---- - .----- --.--.-f----.I-,.-.. I - I - = - - t -----.---.- z --1,:::=-.,.::.-"*-----lf--------- - ------- ----- ---,-----,------ ----- - - ---.1 I -- - L ,----*--- ---+ --- f- --"--, -.-- I - - = - .-----=:::� ----.------ -- . I . �=-- - - . - ----t------ ------= . r - I. -- -.-., - I . I - -- :7--:.-t-= ---=..I---------.----- - ... I I ( -j . ------------------ ----,-------t---�-- =---,- ----- ---=E--- --- =:-I.--:-7�-7:---�--- ---- -- -1-11--1 JE-- ,--`­�-- ,-.- I. -----L-------17-�T� . - -4- -----I--------- ,-�---.-, --..,----I--- =1 - ., -= - - --- , -- - , . ---J��--:j =-- - -r-7+-------#--- I . -- - ------� -�--ll ..... .. ....--*--- .1 �--------- -------=-:�,4- I --A:---j Ef-l�- -L�*17:: �--' El= F I------ I I �-- i I I .A A 4* 45 46 47 48 49 50 . . . I . I I . � . , , , I I - - �. -- . . --- �; 601411%, Ap I I . . ( 1)-CONS TRUC T 3 * A C 0 VER 8"'* A B, THICKNESSES TO BE lhw.�l DETERMINED BY SOILS ENGINEER. I . . 0-CONSTRUCT 6" ROLLED CURS AND GUTTER PEI? DETAIL a ON SHEET J. eoll�%-CONSTRUCT 5-FOOT WIDE, 4`4 P.C.C. SIDEWALK PER CITY Or �9 A TA SCA DERO ENGINEERING DEP T D WG. NO. 419. � . &CONSTRUCT SIDEWALK ACCESS RAIVP PER CITY OF I A TASCADER0 I ENGINEERING DEPT. DWG. NO. 420. oo-ll-� ( 5)-CONSTRUCT LOCAL DEPRESSION PEI? A.P.W.A. STD. 'PLAN 0 -t- -'� NO. JlJ-1, TYPE E (CURB OPENING CA TCH BASIN). . CD f- + LOT 130 co d0lN S; to LOT 129 IV- . ( 6�-ZNSTALL STANDARD STREET NAME SIGN PER CITY OF Cl C4 . � AIA + :� 00 (0 0- -&- VW u r-'I * Q "-� A TASCADER0 ENGINEERING DEPT. DWG, NO. 427. Lol 132 A- (O - + N .0-14k, * J?l 0) (0 v. d N-) if -7 11- �&- kp -10. 2 , V. Ns PROPOSED CITY OF A TASCADER0 STREET MONUMENT 0, ..v LA I C-A 1 � , 40p ",�/ L OCA TION PER Cl T Y OF A TA SCA DERO ENGINEERING DEP T. L 0 ,V 44 . A5 1 . <9 n 101 I . 1- 1.?8 I . D WG NO 426 z .71* . cn N - oo-Illf. Ul . i-I ------ ,;-------,-I,- -!=!- t', <:) . -/ >c _� C 8) NSTALL STREET LIGH T PER DETAIL ON SHEET J.. z ,,----. � s- +--;45z-. v N*...r I <p- �� --4f)S - (-�� v - n2 ------- -----+- � --S-"--, A-� 2.1 Nl.�- \ .--.-� ------- -==-- ---_-arl-- - -1 - --ll...- . ( 9)-REIVOVE END OF ROAD )MPROVEMENTS. 0% 1:1 -:,----, ---- - -� - ,-, 2 ,,- , lk--� � - - - .1 . k, -�,A--1 tl- -�-­­--hr-l- -- .--- s 1�1 i ���� -.- - . - - - . ..,-- -,- ,--�- ' ----, <::) * NOTE: STRUCTURAL SECTION TO BE DETERMINED BY SOILS I 0 �', I ::��- r -.- \* -5b 3\ -- ��\ , ::�--A -, " \ i��# ",., - �rl--, �r_ 0- � , .1 IV_ I lc� 3r \< r, --- I --__ - I � -�---,� Y. I ENGINEER & APPROVED BY THE SOILS ENGINEER & C17Y x �r 3- >--� ,.4 -1 q� >( f%* ll� _ ;;;e,- --1 '--ll IS" �P #to ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. 1� �l rl-1 Z;,---,- --1 �A& ( d4p - Q) - ;Z� - 1-1 " � . � I * "I,-" - --1 " - � �r <:� Y'll '.11-1 I I- , ,:�� va 074) 10 3 ,:� -- 'ON I "z"": u-�l 4-le Al�( I CO I ", �� I,- � x I 3 F? S; .-�,�', , --wl -%%N Ir P-1 4 ct es I �,-ql .- n -- "I f-90 \%f . 7� lb , #t lz�> 11 N , Lp C) + IV- 0 1�s��Nl'. . - \ . %-'I- Al .? Alro * 8 . . lbl� , - cl \% k-0 I -< L C) �'i I � \� . * �l 1 1 % lol��*cj S� IN-- I ;;I- *01) ,:::� N 0XZAV� I - j 1, C� � 1 4 . .11� 'A r Ql% I . - ,��, 7-- R., & 40 11 \'% ,� - 1�- U., V C!';.& I I >< p \ A XX ON . b 11\ o IV -%, ,<�> tv �l ul . r n \l\ I . T1�111 I v--1 9-1. 3r , 4 I 4 10N ,c-" ,- ,;. ,*// I I i lu) " .,I / . ;l Fz X� eo 1 5�-\ , / : % 3 zo ;A 11 " I . ;r_ N . 3r N /I .,% 1�� 01 v 1-k � / ;r x ow 10 - ?7 I \ c � / / . cp ,x - // - .o T �f \111( I . \ v �,1\ ///� . // I . 0 3r -\ . N\ lt9l , ,� * I C) R- . �. � ..A\- / /N -, t. �:j �� .1 � k- A \� . \ ( ) / v- 3?- 0, \ Z- / 49+38.47 AVION ROAD . I . . Vp 4 -// -- 1 7 . I . 5 .., � --- ------.4w, 29+50.90 ELIAN REET I k 3 14, I r,�Z �/ \\ .4t 0- .6 1� \-- ;�\ CO) . ,-/' 1� , I � I 0,0- Ile '11/1 a It 0 11 1\0 14 1 -�41 z � I .--ll ".., � I ip, I I . I 1-11 %-r I I I .� I , . . � � . .*"-, .... .. . ,;, 1:.,.!.�,� .. .. . -- I s ".1", " ga- kN" - . . .- 4", ,� R - - . " , �Ai V�,., , I "., .t, .1, "I . 1 k . .4 , I- I gi MIA ., , � . � " In CURVE TABLE h I �, , el, 11 ,V 1� I I � �� I �, 1 7 - %, v . -- " " (O I - - "I I IR It% k 1111 . " ; 'u"g,"', -- & - "Isi, rN !"It to DELTA RADIUS LENGTH TANGENT I " 1. , ,, ,j , I - , , , � , -, "i \.j , " " " v - ft­ , 1; " I 9i 6 C) 0 cz� 01 20' 40' 80, 120, 1 83*28'17" 250.00' 364.21' 223-02 -N ---- I I � - -- ---i � 1� � ii;;;� 2 83*2817" 267,00' 388.98' 238.19 " � . I N- ScALE. r x 40* � v . I.: 3 83028'17" 233.00' 339.45 207.86 1 s 4 93*36'23"---- 30.00' 49.01' 31.95' ?_1 . 3 1- ----------- SEPT 2, P""- IS I 0 5 93*36'30" 30.00' 49.01' 31.95' u 1* ,q ,l,, H, --- I I I - ----.-------------- -- --- I Ln 11 I 1 .1-101- mm"Ism - -- 'I'', migillill-i'll I , 11 , 111911-1111-�''ol�,���l-�'IN�ll'ill, I Ill I 1 ;.��1;1 Ck , wQqwwAmxwmw� i------------- - 11-1gimll m I p--- --- -111 I � .,g Is , 11 ---- hj%llftl��;12%11 , I I. -.. T W.O. 1317.2 1-11 1-,,� v IV ulmdonamund --------.-. PREPARED BY' REVIEWED FOR PERMIT ISSUANCE BY -- /i 1- )\ CITY %0%F A"210ASCADER0 9 - 01 /�-� . R.W.T. � F ESS, 1 ,7 , ,-,. V ,,,,,11::j� 11 ''. I I cS I I MORONNAVABSUM ------- --- - SHEET R, 0 ��>smocs Aggirt ."o I 0 16-,� CITY i ,/ 41R, � . * DESIGNE) ,e , !A.�ll --§,, -B .9 RAMSEYER AND ASSOCIATES, INC. �. � ,.,, �, w N I . 'n ji 5 U) I � _-012-90 CIVIL ENGINEERS - LAND PLANNERS - SURVEYORS - T R A C'wl= 2 mom 22' 5=2 WOODRIDGE X �kll 6"� N L T, N CL Call: TOLL FREE 1 1881 KNOLL DRIVE, VENTURA, CA. 93003 �l .A I OF --- --- :T -x ffi -1 - , F� -1 I ��O- a: No. 37316 -.1 %at N --,)*< ui" - M.J.U. PHONE (805) 654-1088 FAX .(805) 654-8013 X k'7-*""' a I I lfii6 / n et Exp. 6-30-06 �,-T- . 25 w --.- F .h.\ w I I -0u0 . DELINEATED /---C-IW-j . Sool"REEET Immmplue'ROVEMENT PLAN I-- 1 4r,114,; , .. 9 - ^ ^ - ------- � \,k�m---Z--l%jj 1,111--- . -1 N. A vp - -,--, , - -- , - - " --" w ­ a -- :i -:=� - = 4 � ­f"i:7 --,-,-- --7 - - I-- =9--- r- I-- I B -1-,- - ---�-.- -- - -a - - - - , - - - - ,-I- T �­�-- - -1--- i--� --1- -- - --- `7--�- ---- ,. - - -1 -, . ------ F:--:- - - - = 7= 4.-- ---- -- ---- :T�- ,-:, - -1- --.. - - L - �---L-- -:_= ��--- �1- .----- 4 ­-, 1-7--7---- "' -- 1 H`-- :-- --- - wa--- �17::�..---7----l-=- -- Now I--- -- I ---- !I ., I - - -- - --- . - =-4 T----- 1: - = 1-:1-1 .--I-----,--- -. F=:,4-6 r. g Fr%-=- t = - I j = -# t � -:.-- H� - I , I= --- -*: ,-E----7:�' r- 6- 4 I I I 1 -4 t I 0- :t-. --- +`----� ff�-_-- I --��- E- I I--�-� --`­ " o_--- I r_�----�t--- , -- - ,- - - I - , -:-= 7i * -1 -- 4--- - 1�-- , - - -- 17---.- ---l--l----,-;�, tI--- - - - i E--;-::� 7-z--i-�--- 1--- F- � .�. -=- - --j , ,F--- -9,- �-- I - I I 41- I -- t r-- I. �, I I"'. 11 a* %, C101 % ---n s/4/0 5�' :nlm�-,-i,�r- FILE NO. I- 227-26vu r/ ----`�;,� � . /C. --71F 11 .-...- ,glawfilfe- -.----�- ------------1. - 0"'. -.1 rAm 44+00.00 "POO 49+38947 'feow---4-r Loom -.- - , AVION ROAD, 81 I 0 RXI. y- m CF I DAITE 4�--- .Bl %- . REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE -- TER R.C.E. 37316 0 TWO WOFd(M DAYS 18mcm YOU IN43 I--.--- I RANDY W. /7- -,- DATE iiiiii I �. ,,, -----"----I I =�Jlilgll - � WIN - I I --------- I I I i Ill I I , Ili � --- - - --- �: ., I . : 1111,111111-wjvm "wwxQ&m4mmw--- i , I I mugmumomm,I I I -1� I I 1111 "-- ------- - I iiiiii 1 1 1 I I --- - - -----Ill I I 1*111111-11,11 I I I 01-m---- - 11111g,111111111 I Is I I I iiiiiiiiii mmummummm - . . I . � 6 - �11 " - --- -�-----�-------,----�--.-..�.��-.�-------�-,��.-.�, -----� , . �---�----�.-.--.�.-.��-�-.�T��--�----�-,-�-��--���T�----�------------,-----.-,----------��-�---���---,��r--------r---------�-�------�"F- ,��-,-�T-�--,--,�-�-�-.-�---­---.,--­--.-­-------------�--,----------�---"-T�-�,��",.T���--------------------------,.�-,�,---"---"'��-��,-"-,r�----�-�.-..���----..--.�,-�---------------,----,�,��---11--�-�-,----�-�,��11-1-�,��-�",--��--�-,�l----�1--l..�1-11,�,�,,�l----�------�ll,�",-.�,���--.�,,---�-�--,------�-"--�,�-,�-,��--�--,---�--.-.�------------�---.�----------'---,��,--�---�--�--------�",-----'-----------�--,------,---� - ---, ----�,-"-��----,------�,,�---------�-------�--------,.--�----�"--�,�'ll-�------1�.-- -------------------------------------"",---�Ill""I"--",-"",,�, -��.,---�----T,�-m-�-!�-"�-��.���"?-��-�r-----7--------------�-��'��-,, ---��------------------ -,-------- � , ------T ---� I . . . I I I IG\WO1317-2�STREET-PHS2�dwg�zt2-sO6.dwg,Layoutl,12120/2004 5:07:53 PM HIM Hill!; i !I;I IMMIIIII HH 11 If'HIIIIII HIIIIII IIIIIIIIiIIIIIII Mil:11111iii MWIIIIH IIH111W, if :1 1 it t H If 0 T 17 M IT! It i Ill, 1 if i it 21 1 ITI I 00 Q) it 1-HJ Hill I 1 11 Ll i Wi i 0 (ff L-12- `ii.11 Hill Mill- r%J ii!T i ;I WD Vie) ik; it i lit, it i;I. -44_� If OD `id @ if 4:', 0 T @ 0 er!:" ca so _n If IM; @ Oowul M jilt :D1 i! I IflI Ll t II i Q, Q01 rn + ttM + < fi I_j_wt L -4 illf +1 Cn 111ffIll lull 1 ru A M I R 11 rn? LA I 1P N II I _golVHd t1"1111 it,I i I IAI I I i I I I 81SNOO INOLLOn tM Ir7 I U fCn L�Vltuzxl. W1 i I UMUO 1!1 I] Z6+6t 0 fM M 1 11 i!t;I Lilftl M M M 2 . oD 47 fo 1! 1 lilt! f1tt> +07, Iz 0 CID ftM ftL A w tfIfI fIIV--q-Fwf-Lf L -1 1 1A I f 1 1: im JF -41, + U Co. tM 141 WWI. I-p- _P_ C-4 tA 4�_ L4 Cil cn cn C_n C-7111 Ln lt> ro+ M 7 fIfIIL4 t t' 92 t CD I, 3 Atal ao 1 t2 2 R�_ tool I b CD 0 C) C> �8 r M ro LA-7,7, > H II i I i it if lit 11 i 1 1,it if 1N) CA co CY! 4L4 _LL flit M ;J1 CD a) 03 bo cl, fo ;o :12 9 G 9 ZZ M M Itcc ItM il521' IM I "fill tMI > C) it li I 1 tIZ� ltH I1 19, If0 fil> r fZ M < r Iz CD I i 0 i! 11 1 1 ,I,I I I T� fM Tn z tz fIOr_z 00 M ittit Jill$ 23+93 ItCL DWY, M lit, 6< IM Z 24 .97 f> 24+21.06 0) <Z MID If11 lit M Z-U tltt24+42 C>_n z 0 DWy t1f1>>M x 24+,55 OD tc M CIL D wy t< tit[D M +65.,50 t1b in, CDOO > 00-0 Z 24 C) C71; ow� tItfill tff4W -.0 14 Cb fItIcu U*); tIfIfIf i lit! OM tSit z if0 -C-b cr) ftft> liM t0 ifEn m t> It0 M 40 f�-_'0 i M tT c f> z 0 M f1> t7 fill flttIfIf.... ... .. ... ffIt 11 lit ill tIttfttfffftttfItMI 1IfM IIMIlli Hit,MH I W M BOB Ilit I I 1 fttlfT I ItM Q)C) T M! fclit Ililt tMai r ri tt,goo fttlf1TJ < f i If mob lflr fIIr trri t1Z) t�6 IIftnow f_T rM ftTj Ll tt1QD flit tZ) LO rrl rri (J) L 19 r-r, Ln IIIittttIIt41 Fn z ttfifIT-- M r tIHtr-, ft10) M Lil tt � .. I I t . . 11 I . ��� -- I . mzqz mc=== � w6am N= �mm, b*pnom . __ __ � .- - - ______ - __ --------------______ I - I � - __ - -__ - ---- __ __ �- - - ____ -------- -..-- I OR=�- --______ am= W= am -mm cam mm mm mm now � , ; -- i ��0�1 �� - -- I __ .-,-- I - I . - - I - -_ - - -____ -- _==_ --- - -_ __ . I - ______­_- - - '. -- - ., - I- - - - - __ I __ I - - __----__ ____ - -- .----. _­ __ ___ __T_ -1, - -____ - -,--.. __ I .-.---_____ - -.0m - - --.---- --11 --.-- __ _____ __ , - 11 - __ - --____-�. __ - __ -------4-___ -- -- __ - ___ -__. - . . � - --,--- . - ____ __ ��_� - , - - -- .-- - - __ ____ - . �m I- __ - _­ -____- .--. - __­_-1-- t -_L_ - __ __ --- _____, -- -----t--.-- �7;::---- - -_ -,--- -- ---____ __ -------- - ____ - - I I _1_. ___ I ____ - =--- __ _____ ---- ----- =_ __ - ____ _____ ____._ ___1111111 ­_ - __ - - __ __ - I � 1 . --.1-1 _____ - ____ ----, I . .... I __ I - __ --,-- ---,­--- _-,__.----4---.--___. .-.,- _.___.___._____..__.______ ------�__ - -____-__--r-_____I I -___ ........... =''-----______---- --- ___ - -- I----- -- � -- -----,- �� -----.--.- ------,.-,- ___,___'.Ei� -- -.------- .- -- - --- , ; - . . -A---#- ----_.-__ I__-- . .--1. ­.­ ---­­ -----. __-.---__ .__--- . �� -��__- --_---*_­-_ -----------_.______...-.------__-___----__----..-. - ---- ---- ---------- -.,.------- - ____ ---- I I - __ ,---- - I -__ I I- --------.-.-�.-.-,-�-------,----I------- -.--- __-_..____1__ :mff"u _`_--,:=--z ---______- ---==,-- -__ - ___=___-___=_____ ---,-- ­-, -- �� -____4_________ __ --- _____- -_____ .--.---.----. .1 --- - __._______ =_______­__­____ ----------- -_­ ____�_._---_­_ __ �__ - ---------- ­4-�- " - :__­_­___________ ------------- --,-- "I - ____ -I-____ - --.-- -* . - ____ __ --- =_ - _ ­ __ ____ ______ -I—-- � ____ - ___________._ __ ___________,=_____.,.___7____ - __ - = ___�_________ ----_____- __ . ..��--�-:..,-,.�-.,--T�-- .------.--.- __ .-.---.- ._­­---.-,-, -__----.--__ -_­____:_�_____---,---=--- ____ � ____ = ___1._1_.__.-1-- _­ .--.---___7=1 ____ - __-_.-.-__f1____-I-.---___ --__--r- I-..--- V��__- ------..-, �- 11-I 11_____ .. __ ____ - _-______­­-- �E_Er - ,-*--,--"------* ,-,-,---,--- ",---""---"-I--.L-:,-�i:--�-_------ _­­_ ,_­"­­ _­___­­_­_ ----__--- -__- __ -____.__._1-......­_____ _... I ...__t__.-1_.--- I.- --...�..��--,--,.-------�.--"-- .-..----- __.------ -_ ----- I ----- -- . __._______1__..___­_.___+___­. ___------4___ ­ ___.._.-___._1____- .--1 I--_­­---__ ____---,-=r- -GIN --,--,--"" - ---- ______._ =zi=_ -.11. - -____---.-.- , _____--l..1--__­______- (ISTE: � V -___.._:77_-:,__ -..-,-__- .. - ____ - _,___.____._______ __ - ______ - - _.- __.­_,_.. ­­­ -_11. - �-----t--------,*.----�:-�l---�----..-�--...--��------.-.-.--.---�-- -�--.--,-,,-- -..-,.,___ - ______ __-_-1_____ ,_­_____ -.--___._ __.... ____ ­­----­---- ___.__,.________.. ..___._________ ,-------. --,:--- =-:.T:---______*______ --- -.-- - .I'-- - _­--- __- --- __ ________._._ _­ --.--, I- __ - - . -.-- - __ -----.-.-.--. __ __________1_____..._._ ,-,--- ________.____ --- .�..-.-.---------,�.--,-,..-"--.------- -_ � _­ --*-- i:------ ____ !:= - __I- -- -.4- __ ------- ____ - ______- . '" __--,--__ __­ -­_ __­_�_­_­ - __ ­­ . __--.-- - �� ­_ - -=.--- ____ ---I- ,.-,-.------- --- - -__ _-,­­_ -.--+---.----,-----�-,--.-..--.----.-"-.---....,------. - I - -__._#_-__--_- - --­­--...-,- _ _ ____-_.__1 __ - __ ___1__.1_1__.,_-_1__._.__._ ___.. - � ­­ .__".-.-..--.--.--."---.--.-- - .-----.- .I-,-,- - __-,.- _________ ___ ____._..� _= - - ____-__1- _______ - - --- _____111_t1___1'____ --- - -____ -____... � __.___________�___-____ - -.--- - ­­...'.._____._ ______ -1- -.,---.=- -------.-- =____- - _i__=-__-__-_,_ ,--..--- .. ­­ __-­ F---_ _____�1_________ _.___ ­---­­ _.___ ____ , ___._____ - - -­-.---__ __ __ -____ .- _____ _____ I I - I--.I-__=--t - - ______Z___,::___.__11_*_.=17__=______ --,--. I__---__t- --- --- - ,::=- -----I- ___ - - __ __ Z=-----,-----­___ - - - _____-- .---.---.- --,-.--.--- _________--- - - _­_ __­__�­==--------- -_____ ___ - __--__-, - - -- -- � -----___- ______--­=­- �__=11__".____=z-_=­�== --�-�- ....-- ---"-* 7__ ,--:,-,.--,____'-'--7,-"'--_____---------.,�___- _-,__^ I_____ ________,_______________.=__. = -.---____- - - -4- - _________ - I I---_=Z7___- -- -.-----, -1 - ­..--- __-4- ____.--.-____ ____.__1.___ .---_-__..___.­_ -. _._.,______.____.___ ----- .. .. .___-_____-1_ ---.-------,---- - - . _____i - __ - __--=__�_ ­_ L-.--._____--.-----.------.� ------.__=e- ---- __ ---_�_ ; i I . . I ______--.-.-__- ___ -�__ --____ ____ . - - . - =,--.--r ---__ - -,----- _=#____­ - -,___T___- - _______--- - 1!___.___-_.____,_____ - � -__ --- - - -­­­1-1- __:i_i_ =�.­�w=-__-__-^--__=--,- ,­ , - - __==-,- _____ � _____ - - - ---. - .-I ------ - - ,- ____ I-- - ____ - -- ­_­__-­----- _____ __ =,. � __ -- - 17-__:-: - - __ - ---_­__ -.__.__-__1_. --.-- - __­--­­---- -1, ----,-,-,--- __-- - ---- - -... ­­____ --- .­­­_­_­-,-__�-- - - - - ­�--m-_=_ --- __ - ..___­­____ -.-.--=----- _________-____--- __--__�_. --------­---4z-- -___ 1:_ - . -___� .; ,_�l .= 7:::- ­___-- ____ -------------------- .-,---:t__ ---,-,---- ,----,.,-=-,--,*-"---"-"---,---,-*- _= E_= - . I - � - - Z: `�� = =____ ___5 - .. ---- - __-- -__--- . .- .I -I I I I I I ___ ----------.- __ _._f._____+__ - ----.f.----- - ------,-. ....--..------- - , ----.1.1 _1_____1_11.__-__.,___,__ ____ _____ ____--- ---- - - ----I__- - -__LE-E--i-- f-L-- ----.----,--- -.------- -__ ----,-.- - - ----__ __ - -.---_­ ___ - -__ . _________ .-- ____ .... _______ -=- ---,-. __---___.... .... .... ....- . . __ -- . ____--- _7 _____ -, =-- ____�--� ­__ - - ___ ____ --­ . . . ____ ----__ _E�I_ E�­__,__ . - - __ - __ - I _.-_._::1 .1. - -__ - -___-- -�-!_Z __-- -- i--_-_ ___cD1 ___L_4_�__:__--- -.::.- . �=_- __ - - =_7 - - - -, __.__.____ __ -_-:::I__ -- ---k-- -..--____ -__ - -- ­­ - ____ Z :T=___________.___________�_ - ---..--,.,-- _____41__ __- -________ -._::,__17___:___ __ _____ � i----. I-,.,-- .- .-.-.----­­-­­-------- - __ -­­ _.___- ------I 3!_r__Z_7__ i_=q__:__:___7_E___:E_ - - --I-- --I-- .--- - -.4;w,-. _4�:7__ --.-- --4-----+- __ _.__ .. . .1 -- - . ____1,­- - ---.,.-.-,-- __.____. ._ _­--Fi - --- - . ­­ -----I=:pqr=-1 -- __ __ -- - .. _r___ ­_11-r-1 -- , - - -1 --_ --- I _____ at -_- :-- _1__-___L____' ____ - - - __ ___ I =1--,-, I ____ - I------- . -------- I , , I---- :0-7' ===---:= __--,---- __ -------------. - __ __ ___ __- __ - 1.--- �---_,.,_._-- �___ ._____7_._______-L ;___ -I--- =-Z.1-1-- -__ --- _____- ___1ARr_ - .-.-,- ---,--- � ____ .--.--____ �__-, _______._....__..____. -,--- _____ ______._ -I--__ .­­- - .--4------__-._._ - 1-1--- .---- -��t - - ..--.-----J-1- ­­- _z ____,_,­_::._=__� __­ ---,-- ____ - . __ __ -__- - _ __--- " ---=' _f____�_-__-_­_4--_____j_-- ,----I-.-- .--_.1_.__ --- ---. *�___ -__ =__ - - __ =.-.------ ----- ----------.---.-- . --__ __ . _4__ 1 - ____ ­=__1 -- * =____-----,- ___- --- --- -=:=j- . I. - - I ___.________ __ , - - == ______ -- ----- , ---- ___LL , I-,--..--.-- - .I -7=1 - - -.--..--___­- - - - --,.---. ____---._Z� - -,--. -,, .. . --__--1 --- ­---- - . . -------=-.I�w------ --4:=:- --- -- - - - -_ . - . --- .- __ - __--.-------- ---.---I � :. - __--------- :& ----.-.--- -,-- ­____ -I--- -�-----,.L,--,--_­-__­_=�=1 Iiiiiiii,1111111111d ---- -- ----- - _­_­ ______ :6 -- - ­ - -- ___.. ___- I , "I --------- ------ ---- _j .4� __ - - ____-_­__ __­__­_­ ��, =__11-__ ________ - __ - - _______ - - _____ -_�--__________--- -- . - --I ____r_-___ __ :I------ ----.-------- - ___ '_­­._ .......__--­­-- .-4,:- --- 4__ _- -, �A_ NE --- - __- �1_=_ZE -- - __� -- ==__-,___=_______ ,--=-- ----- -- __ ________ - ______4_________7E. -- _, 1- ----­... - .1--..-,-...-1.1 - I ­_­�--1-I.-- -_­­__­_­- -_. - __,_____.__________ - - __ -�---. _____­___. - =-, ---. I - " _____._______.____ - - =___._--- -1---­_­------I- - ____ --- - __ __,--- - _____ - __-__--.--,---______ - - - .----I-----p- ______ --.-- --�-.--.-.,.-�.�.-,.�.-�.-.----. __­._,_____­_ --,---,.- =-Z,-_'___-________.--.-.,-.---___ __ ,-,------ ________,___________ ____.____, _ - , . ___=_r-__=______-_----7-,--,-,...----,-----= .__:�-.-.-- ..--l_ _..______-,-- .. ____ ___--�_____________._ ---.,- ­­­ I - - - __.__._.______,____ --..-z _________ -.----__ -- - -__ ­­_ -,--__--- - _.___.____,_­ - .. _­ __----,- "�- -� _34b --+_----.-____-___-__­_ --.-- ----.--__Z___________-- -,--I--1-� - � __ - ­­_­ - ­_ ­­­___________­__­ __-- --*--:-4b--- .--- ..------- L __ ___ - __- -=- _---- __ ______ ------____=,_=___-,-'-',:-------.._--:-.-­----.-,--.­­__­_­_-,-_­ ­­_1_--,:_____I-___=___-I=-"___-, ___.__,_ -------.,.-- �.: . = --- .:�_ - -­.-=--------- ,-_­­___ ­-1-I-11 ­___­___­77:-_____* - -___ - , - =-F_-------.--­­­_.--- __�- - . .� __ ,_ -I.,--­---- � . -,.--- .­ '...� ... -_ 7 - ____--- - .__ ­ -.-.---____ I - ­_­_____- --- __ -,--- __ -__ I - ____________ ___.___,­.._­­­­--­­-__,_,._____. - - --=------,,*--,----*-----,--*"-,--_­ - - -=_-.--,- __-�-- - ­­,_­___ - ___ - -____-.-- --- -_=__ - __= - .-q --------- r_1-1_-_-___1---__ -,- __7 _ - "- *- -.1--1__ --- --- , :- . -_...______--.---­___---.,-.-- __:,-"=-- ___,�:, _ -,---_­_-1.- _____ ,'a ­_�­__----.___- ___.__.-__4__-_-1.­­---- ____ -----------__ ---____ � �- ,------.--.--­­­­--,_______ --- __- ___. _... . ...."'.__....... . � _­-__ - .__ __-____ ___ _�F_ __ __-----L-.---_____1-__4__'=-'----___.---,----..--. --- �__ � - ­­ - __---- -_.. ­__--'-'--- ---' ' -_- -- -�= , -4--_______ .-.---1 --- . 7_1 �r--.--�.,-.---,-,.-,-,--".,------"------", � ---.-.­_ --,--- _.___�,___ ._ , ­­----­-- -_1__.__-._-_ - .,..,-- _________ - . --___ I .11_1-..____. -,-,- �--,--,--------,=,.--...--.��,�=�-,-.--', - __ - " ' I .,.,-.­.­­ ­,_­1-- .1--.11-1-1.-­­­ __ . __ ___-1-1--, __ I.. --- __-__­­-- ___� _- - -__­" --_­__­__==---- ----"-__=R1 1��_ --- -�jl-:-XM-�----R � -,- '�- 7:-<j)[......:------4---­--�__----__-,­__-­-----_ ....1.-- ..---__--­­----­�- .11...-,-:­­,----I ,--,- ,, ....... - - - -- _­,-., -�T.-_----- __. . :1:-_�: I-:�.-- ----------­-­--­--­---------- �..-I-.--__-----.- --�.- ---- __ __ _", .i I - __, - ..-__ --- __ _­----, ___ .--.- __:___________71_--':- -____,__-,.1. r­ � -­­. ... -1­.­­...� -- , -t.;� -in - --- - - - . _­_­___­_­­ I T- �:­_­___ ]__ ---­-­-­­.----­' I _ . .___ _.:.:_j,_Ll�:,,",,,,: - , ­**1-4 1-I I ­', *.,,� ii�L�.-- I- ---. .,-, �-.-..�. , -1 ---__.-�__ -----4--.----­ . -, -- ,-­- ------, -- ( -_�__-__..---__-.,-.---__ -..----�-� _., __-------__-__ =__ . . . ,. . ,..,-, __- ".--__ -____. ., ____ __-- -__,,'=- ----- . �- - -__- ,--, -�-,-. --.---- - -----.__ --__I ._=_ ____..____-__.­ ---­_ __ -­__._____- :c - ___1--- ­­---.,-I------__________--,-- _L___-1,- - �-_... __ -___-*-,----, : . -.­'_ '-'^' ' - - . -___- __- .1 - .1 ... . . __- ___ --- .I 1. - ______-_ __ _____ --.--.­_"I-.----__-- -________..______---,--___1..­--Ir- .. I.--1.- ':� � - * :� _--1w __------__­..7J,�7.::-_ =,-::I--­- -..-.==I I . I--------�­ --'--------- ___.__..___.,_.__...----.-, ---__ - - __________­ -__.__r___. __-,______.__ - ---­­­­- ..-.= IL.....:4,_7___[._-_- �� 7_.___-_____ __._____-_1_- __­ - = ------,----. 11 -�____.1--I---­___-­ - -1-11- - I I ­-­_ ----.--I..- . . - - ____ ----- - ­.-I� - ------ - - I _----­--__-�__­­ I - - - ­_____.._11_1_-._,_____ ---__ __ � _. - __ --- -:=----------- -----,------- _,__ --- __ - __ --- --------- __ -__ _____ _,__,__r_1_,__+___­___­_______.______ -�-.-.---..--,--.---,��..-�..--- �,.�-�-,--.... ----- __:___:__­, -____4__.___-­_-____ , ­------(-----, � -____- . ...... ­-_ - - I -.I-.---- ______,.______,___________ -- -.--,r=.--,---I--.- ..... ----I- --- ---1-1---.T.-­_ -1 -__ - . - I ----.-.--.- - .--- -- ___...,__ �...- -"----,t- =---,-r------- - . -__ __ - � - --- ________=_7--=�___,.­K___ - ____ I __ ___- -__- ---.-.-.,- ---I- ---__ , � ____ ----,--,- I -.---- --------,-.-- I i , _q __ -____ ­­ --,-,--=- - __--- - --__ ---__----".__ - = f�� -,-____- - ________,___ --,- _� ---.--- . _______. I- ---.-.-- ____ _tT - -_____- I___- --- - _ ___q_ ---*----,- -__--- _T - .__.­__Z:zT_1.__" -__1___.-___. ­­--..-.--.----­__ ...- ­­+ ­­­ _ .�E___ 4 _ ,F.-f- I­_­.- - ­­­__ __ __.__________.. __ __ - - . --..-,- ,- __ ________________________..,. -- --..--- --- - ________._ --,-T,--- __ __ 1---_- - __-==-____,1-___,_,_ .--.- � -,-,--____­_�'. __ - ­­ .. . ______ -______ ------- - . I --.:----__--- - - -__ ---- - - - -----I*t--- -..-.- -____ ­__ -----­ __- =-=:__-________---,----__ . __ _...-- -__--�:,_____' -__ - __ --__ __ ___ ___ - -1- --- ____L-­­­- -----,- -.-.. . �- - " =--- -- __----. _-___.._..-___-1 - - - -,--- __--.--- ____ , ._ -__ -- ---- --______ _�____--- ­_­ - ----.- -.7 ,---,---= --- --,:: ,-::-- - - __ ____.- - -----==-- ----, ___F__ - I-- , . ---,--- __ ---.,--..----,-- -__-_­ - ­-­... __ -- ___ *---*---______- ----.:I:=.-- ____.______.___,_ __ ­­__---- ---- ________ ----� __ __-, -� ­____ -� ".- ---� ---------- ---------- --.---.__ ________- -___ __ I -___.,-_______ ,_-----r-- - ------4----- - - ---- -- -- . - _. -.,--- --- - _*__,..1'_"___".____,__*___,..__­,�___­_____ -I-----.- ---- I--I-..----- . I-------11 ­. , ---.- ---=--.-----.,-------------------,------ =--L'-+-- ---- - ­--- ____ ____ - ­­ - -_­.- --1 -____ , - ____ -�__ -,:.-- ­_--______ - ____- . I- - --- .1 - .- ----- . --- -_- - - I___ -�___:___ - __ --r---____ ______-__. . - - __ __ --1-.-____­_ - - - _f .I--____ ----____- -=_---___________.__. . ___ T - -______-______-____--.--.-.­___ , . 1 __________4_____1___ ___�___.__- - __ - -- -- iii-� -- - . L . ______ ----,-.________-__ -- ­­ _____ _____ ---____ I ­­ - __..------- .- . ­_ -____ - - ____ - -- ---- - - -____ - - -­__ I - - _---- - .____.___­- 11,-- __ _+_­ ---.----.----- ___-____1_ =-,T "' - __ - ��___ � - -___- .. ___r___ :_E___ __ -- - , -- ----______---- - 11 . . I q - -- _-r___ ____- -1 __... ------v----r-- . ____ -----.- --- I- -1.__.____=7�_-___ -------------+-----__-----__- --I--____ . -4. I- ______i____- , __ ____t_______1 i -1 ­_I_r_�7 --- -__ ____ - __- __.. . Z -- - ---__- . . . ______--- -I----__ . - .,.I----.-�-_. ..--1.-----:---_----LE--i-_-------- - �%&P----&�F- - -.-__ __ - - , � ------- __ .. ..- �� __� - ----.I- .. .. ----.- - ­_ __ ------.-- -1--- 11 --- .- --- .. ,--- 1 --­-­==---___=- - __ --- ------- -- ---I-- , __� _­ - -- -- . - -,---___ -_- I - - - -t- - __ --- ��]Ht__ I -1---I --- --.---- ---------.---------- --------,-------___ I - - ____ ______ -------, I - -1 . . - . . __________ . -4:7-= 1 . I .I __ - ---,--_­ ____I�_ ___.,_________ ____ ___ - �.-------�-.---.---,.---��---,�-1. - == ___,___,.___ - __­.___ ___ ­­ .- -- - -___ -.-,- . __.:��_Ef -----.I-- __---- -*-t= -.---.-- ----CA- -,--Q"--- ---i---- I -.-.-- -__ . .,__ --- __ -__ - ___ - _­­ � � I- __ ____ - --- ____ -__ ­­­____---.--.- -____ - __ __ - - __ ______ ------,- .�=_____ --.-.---,------ _.-_.__-_._-_-----4--- -----,-- ___.__,...___._,_____ __ ______.____ - - . ____----------- I - _________ =__ .,--.-----,.-----�-----,.---.�.-- _.­_­______­.­.......­­ - ____2-5--__ _____ _____ .----I----- -.--__ __ - - ___-- ------t--.___ -__--- ii-mm- � -__- ---______- ----____---.--. ,- -- --------.-- --.-.-_­_____ --- . . ___.,_:_,­__,_­ ....--..--,--..-.--.--...,------_.- -­I----___________--------- _­ � I , =_ ­_.____.____ __________._____ , . . . -__ ---- - _____ -1.__-1 ----r-E-­____----.___________ __ -- ----I..--- _______________ --.--- ----__­=­_ � �_-_1--- ­----------­--- ______-__ ___.____ ______ --- .--.-- - ---__--- -1__-- -�___._._.___________._ .__­_­_______.___.__.__ - ____ ________ ---------__ -_____- __ � ---:--- - '" ------.----.---- --,---------- - .. __ ____- __ --- - ,--.-.--.­_ ____--.-.--.--__--­­ -- ___ ­___ ­ : -=-:L-=--__,� ---_:___-.-___:_______-=_______--__------I--- .__.____­ r_- - ___________.._____.__ .----- ­____­ ,Z___.:::-__, .4--_-____.____--_.___ _ --_11 - -99=4er-.,-4- --------- - - ---I- I-=:-T---"- ---------.-.___________ 1 �-�:7_= _____.___-1__- _-1-___--.__ __ --.---_____ __ __---- ------______ - I .f - ---,-- -"------ :=- __ E -__-.-- _-, -- .--- .-----�-.--.--.-------.--- I--,--­­­�---- ____1_______- _-_ .._________.____._­_ ------.I- -.---.- _______ --- __ - - r_____ -:-.- __ I I . ____ .-,-- ______.____________. .A= ... ............ -- --- --------..----- -- ____ ______-- I __ ____ .------- -.,------.--­_ E�_1_=_::______ _________ -- -.--" - -- -- -----__ .- I - _­-- --- � - - --- ____- ------ �I-----.-- _--4--------- --------,--.-- _____ -.-.. - ­­ --- _____.______ ­___-.-- I - - ----__ -__-.--____ __= - , -------- __EE�r_E_­_____ --- - --- _____ - __ _______­_ _____ .__­_.___ ,----'* . ...... __ __- _=___:.. ...............------*-___ --- -- --- -- - -.----- -----,- - - -_.. - I - ____________,_ _____ - __==�___ - . __ - - I 0u_1_ __- Z:;;F-.�- tu--- --, - ___I - ­_.__,___________,___ __ - 1. - ___ ____ 1-.--- - - ,------- - --- - - -____I __ . ___ __ ____ ,--- ______ - __ ----...---- --,1---------- - .1 --- I . -__ ­­­­I-- ____ ___._ MLLC: ==-:,-r-------------==------,----�- I __ ! - . =ZZI f--.-.--____ - -­-----­ ­____ ____- ___ _____ -------- __ . -- -­­ ______._ � -1----..-­___ - ____ =---------.I---- ---..--, ___T1_ -----­­­ - - - ----,-.--------- --------.,--=--t-- - - - - _____+_______..__ .-.----.-.--- I _._____.__.._._________.___ .. - ::_- - - .1 _____ _______ __ -__ __ ____ ____.__��_E_11E�E=_-------1-- -------.---------..-.-------------.------------------ ---_____-------_-1-- =:�_j --- -­- ,________,___ __ -.-,- ----.----- -_____ ­­ I .........I....I-- ___. -::::: __:::�___.__._ :�:�_ ----------4--- ----4----.-.----- .-I.---.--- -.--__ -.---- ------- - I - _��____­ --::- --- __._______________,____. � ------'-- ____,___ - --- :---,---- -_­ - __ , - - _1____,=��__ 1_________ I I----I -____---_____._____.___ -- ___ -, .------- - -------------�--.-------.----�--------,---- ___ -,-.---- ._=Z±_= .. - --- .- � -" -.--.-- - -------------.---- - ------- I I ------ _____�_, ,--",-*-,--,-itz_-_-------------,.-,.-� -.--.-___________--------------. I I -______L__ -1- _­ 11-1 __- I ----- ­­ ____-.------- ____!�__ E--=-,- - ______ ­_,_____,__________ __ _ ___ _____ - � I ---------,--- __ __-, - _______1---4- - =___________1__- .---- - - - I - --- __ _______ ___-1-- ----I __ - __­#:= -----=::--- - __ __ __ ___­_-= ---..----. I- ­_____ ------.---.----- I --,-- - - - --- __ - �.1--��--��-�l----,---�-�- .--...-- -.--,.-----,..-.�----,.-. ----- -------,,--�,--Il.----,-,-.-,--�------�-...-,-,----.----� _._______. ­ -,-.-- � _-_--1--- - _____ _­__.__._____, -I--,-- I'-.----- . - 11 _ __________ ___ -------- -1 ____ - -------_­.- --- ­­­_ ___ - - _­_.- 1_--. _­-­­­_.­ _1- 1-1- 1.1. - I- _7 -­---_____ ­. I _ ­ I =___-___1._-. ___ __ --- - - __ ______ - - ___.__-1__.__ ___ -.-.-­.. - .-----.­_ ___ ­______�_ _-.1 -- -- __-_4_-__1 ____________ _..__­---- ., __________ _______._ -_--_---- - , ------I----- ___,_T_-_-__ -__ __----..-.--­­ -­­I,--- --- -- ---__-- - --------- ----- ------_______,----------____,_,__.._____.__________.____,_,____, - __ _� ----- ________ _1___1_­__- -,-.-- '�...... -I� -1- -___ --- I _._­-------=­ . -___. _11--_______ F.- I__:_�_.I­-- --i- I . -__­.:..­­_­ I 11.,- .. --1 --.----,-----.-, _____,________, --,--- _______________ ----,-,--' I----.- - ---:- -. -.1-.�...1-- --- --- -______-,-,---." , - -. __-� -1 - -_-..-..- -,------ --­_--------__-------.- -- . . �I.- ! _.-z___-_.--=-- - --____.- I-------I ------ ______---...-,,,[-.-,:_____ - ,-..-- --.-,-___--- - ----I­_ I­­1-1- -.,-,--___ � I - --- -=_ ---=:_-±_-_-,­-------- 4-- -1-1-4- ____­==____,_ - 4--j------ 1-4--,1 - I ­_ . _____._ __. --- --- - ---.- --------- I -- ___ _,_.___,_,____ __1-_____,__ r __ ---. =J=±= __,_` I_--±=:-_, --.,:r=------- ------::4 ---�_ �___ _­ ­-i------,-y - I - - -___-_1_-_ --,- � - , -.1 -------- - ____­____.__ ___._ __ --.----,-.---I.-- -__ - 1-11-- __ __ .- ____­ --______-,______- __ - ---________...-..-.--- � ____--- --------- -____ ___._____,_ - --__________ ______ . - ­_ - _____ .:.*_____,_­ - ---------- ---- - -I..---._-.___.__1___- ----- . ----=__,-,--__­_-­ -1­_ ­_­_�-.-- ----1 __---__- -----,____----__- __ -___­-- -­-- -.-.---____ -, . - - ­_- ­- -__ - ___ ___ -__ -- ._--_.-_.1--_­:�-,-- ___ __---.-.- --- .1-1 ­­­ .----__1-1-- __ =--- ____- __ --- _­- I -------.---.-. . .---. __ I------�- +___ �..-.------ --1 ­__ -______ -____ - _1-..-:,=-r __ -,I-",--- --__ - ___ __ __---- __--- __ --- __ ---- ______ - F-_-7!__-_- I------ . � __1111____.__.-__ - -I-- 11 :_m..�__­____---. - :_�_, - __ __ ..- .I----�=­­.-_1----.,-1.__-�......�­�___I--_- � ______1- ­­_.______­_­._­_._ � - ��_ -__ __ - ____ - __­_, _______- _-1-____ _­­_ . 1. E� __.r=:_____:_____ -- .__-"-,-r"- -j-.,__--.I'-,--------,:- -__ ___________. ___ 4- ­_­­ ­ a-am" "Mar.A. �- ___.Z�Z:: =-- - - _. a - ___-__�_______ __- . __________­_ . .. I _=_= , - -_______- ____ -____i_____,---.-.-----I--- __ - ----,I---,---,-,-,-,-11-11-1----,---,-- I ­_ -akwmi _____ � - __f,iim- ____ - __ - ___1 _____ ------ __ - --- _______,.____,___ _.__________.-,L11 _,­. _.� __ - __ - - ----- - .- ____ __- - --___._-__- -�, ---i----- -_1__.____. _____ - �, . ­_ mmbior- . - - __--- ____ -- __ - -__- ----,*,- :.__1____T___- - __ _--0", ­_.__.::_.__.____ ------I--------- - 0 �- I . I . . I . . I ­. - , C+ __ ­" _­ __.,.___-_-­_­-----_ _____­ - -­­ _____ - ,_____==____-- - --- ____ -_ ......-I :. __ :--. _____,_______ - �_____ _:_ --I _­_, - - --,-- � I .---.-. ­­ =' . .. :­ _.- - _____-1 __ --- I-- ­.­- ---.-..-- -----, == = - - , cj� ---- -­ --"-4.-- 4-- ________ --- __ ___-1____ -_______________ . , -11 - - � - __ , - ---- I - __ __ -.---I--,,--- __---.---. - ­­ ­_---- - 1-1-1 -.--- � - =__== ----__ .---= --- --- ------.--- ----,---.-- - - , ______ - -_----.--.-- I � --- ...... - -­I_­­-.---.-...­­­­__­­­-­­--____ ......----- ---____ __ - -------.�l.-----,..-.-�..--�--�-.--.��____ ---,----- --­-- .I--- __ ____.____,__,____.___-_-.--,-..--.-- __--- - . - � - -- --- --.--- . . . I . ­_ :��_____--.=---.----.-____--,-.---- ________ - -,---. ---f--- _ - __ ---______-.-- - _._,_...._._____ ____ - I - -____--- - __ -- __- -- __ __ - ---.----­ _.- 1 . . _____.___ � __ __ _=_____-..,-.�--..---.-____--, ---.------. . __ -- -­_-­---- �____ __-_ - ______--.-.-. ----.----.---------:-,--- ______-- - ___ f==_-----".._______--� , .-__-___t._.,._ - __ _________,______,_ ____ . - - � .-I-­_,- - .1 ____ - 1F_ _ ___.,_._,__­__ _-1...__-__. I--.----- I '=­_ _____t__1-__ =:=- I -22c-:-- --- ___ ,_____­.___..______ - - _________ ._. _ � Lw�-.---- -----­----.------- ------ -.-.--- - = -------- - - - - -.-,�,-,.---.�,�--,------,--.- .-, -- -- � --------------. - I . ­­.__1. __1__--_ -f-_- � . - --- __ � ­_ - ­__ - ­­____ --v ------- -.----__ ____________,.___ � I -------_-__�_____---..--.---__�---------- - - -- -7::- - - - �. --- ----,---- --- __ --''----, ­_.._­_.___ ___ --,-Z-= --- -- :=---zj---- -­­­ -.-- ,, - __ __ - - I - : = - ____7=_t_ - --- ________=__, ____ - ____- . -1 -----,-------- --------4------ ____-1 . - - __ ----- --- -- ____ __ - - - __ ---.-- ­.- --:-.:- 1---, ­__­__­,__- .­ ______ ­_­_ - ___ -I- - . - - . - _____ -m- =_ ------- __ ___________,__ _____­ ____ _­I.I.....M1 F1_ -- --,-----.______ I.I.- . ______ 1�=---J=-_:-_ I I - . r --- ---------- - - - f-7�_- -'---- -1__­_4­­ _J_�A = _ft ___ __ _­­ __ -.--- ------- ___z_____,_,___-___,___, -____::7=-________ .__ - _=66 ____ - -----.----- I--.------.--,--,-- ­_ �� --- -,-- 5.M.- ,_:__ _:__ 1'.- - __�� ---- --- ,--,- - ,--- - - _--f . -­ ---- ,-:----=--= -- - _­­_ - .-1-- I - -1 ----.----______ . _j_-_ - ----#= __ ­_ __ ­_ � � - I - ___ _L __T.__ :_ __ -, ��______.________ - ia_ �_ - - - 12p- .== :,- --.-----� ___ - - - -------I ____ _____.._________-____4-------__ __ . ____ - -1_--____ - --- ­______----- -:-,-- __ - ___ ___­­__'__ - ____ .� ____ -- --- �__ ---.--"-.--. - =___1____=--- ____---I-- �� -_-- - ---__+_____ - 1-1 �� 11 - ­_ -7 -:�=-::­­ - �__ ---I----- -4- ___=___"=_-=.-___ :=--__ I& "i - - __ _­ -=_ qj ---1 - -I--,-,------,--- __ I--- - ______ .-------- _____.,____.. - , � ___ ­­­-, - ­­1. __ -I- =--" ­­ I __ ­.- __ =L-,----=­- --- = =--,-=__ -- --- &_::� _=.--=_­ --,-- - __ __,__,____.________ -.--...------ _____._--__ - __ I - __ _____ - - - ­ - __�- __- -­ .-.-,.,-__---- I------. - - ,- - - -- .---- .- "---. --=--- ,----- - - ­ ­­.. 1. -,_F-11-7-­­-, __ -- I I .- =tZ-- =='= --- ___-,__,___,____.___,_,"''., , -.........-.,--.-. ­­.- _­ ____ - - - ---....I-- -1 . . .­_ __ � ___11-1-- ____ - - I +_ ----------- I __ ___r_=_ _ __,___._______ -1. - - ,- .- � __,___,__,._._­�_�'_',___­_'________­.'_,_ - _______ ___ __ _,____.______­=­_ "",-1. - __ __ ____­___., __ ___ . .----.- __ --,-.-----111 - .--,----__ -_____ - - - --- - __ --- -­__I-,,"" ­ -- -- .---,. .-,., -:,.__111_______ - ­__­ _ - . ____.­_­_._­_ - --- - __ I --=--,-- .----- . -- '7'--""' ­_-= -:= . ­­­ I---,--- - -- -- -,,--_11____t=_____-----­= I----I--,.---­ - - I . .-.---.,-- __ __ - ------­­ ­­­_ -,-.-- ____ ---­­ .­­_ ­­­.----- - - - I -,-- -�: ____ __ __ :=-,------,------"",�-----------�---". ­­­ I--------- - ___1_�_______­ -____ -___ _',___ - - 7-L I-- . ----1 I-­--- - __ ____ _,__.__.____ _____ - -- - __ ____ --------___ --I--I-4�-_-:--___ ---�---. ---.�� ___,_­ __ --- 1- _ --.------ -_------- - -______ ________­--1 . : ___- I ,--=,-,-- - __T___ -----,------ ____--_-_1_.___,__ -I---- ­ I-- ___,_________. _ I ___ .__..__1_ __.__.... ---- --- --- -.-- __________ _ : __ - . - --- � _,:=__-________1_______ --------- - __ __1_1_1___,__,--_ 11 - ,-..----,�-1,�-,.�-----,-.�---..-- =__ ___ - -----,- ____ - ��_ ____.4______4___-_ ---------.-- 1 __ - = : ---I . - ---- - -- - -, - _Z� ,�q --- __ : -,*-�----,-�-=-""---,---,,--"-"-"-,-,--,--, ..-------------. -1 ____ ___ _... _____________ --,-.;.. _________�� - ­­______-__ - ___ __ _____ :,-_t _ - - - --- - - __ - __ ____ ---__ .--. -- _____�_- ____ -+­ - --- - _.____________.__.____ ­­__ ___________ -_____ __-------___ ___ ___.___________ - --.-- ____.-___-.-"- ________._- -,­­­­ " Z�___-,E-,i - ------4- - - ,---. - _______ - - - __ __ __ - . -__ I - .. . . _______.,_______, ,__._____ - - -__ . -__ - ,., , ,. , ._____ - - � -____ ---- -r-", : - 1-1­-1.1___.-,-,- __ _ : --- --- -- - - -____ �_E�r_E_ , I I I � -- - -__- W_.-----.1______ -__ -----. ­_---,.- ­­-.--------_____� .--.__­�- --- -,------.-� -- - I . ------ __ __--- - .. i - =____- I 1w, - - ----------- ­ 11-__­-== 1 ___ __ ___ I-__ __ -__ - ___ __ .. -11 . ___---- ---__ - _:_.__. _ _ __ .--- �---- ---. - - __ --- - I __-__ - At__---=Z�; -- ------------­__ i ._I _ - - - __----____ __ . . - I__--- - � -. --.--__ _­ __ .� - --------+-------. __ - __ __-- _____ - - . ---- -__ -__ -11-11- I 1.----- __--.--.- gffz. ___, . ---- -..,-- ----__--- __- .. __------ - _- ______ ----,--.- __ - --,­­- i,,s�_. - ­.­ ­_�­­_ - -- ____-____­_ __ -,-- - __ __ - - -,-- ­:- - -1...I___- _____­-.----- ____- �---__ - - I ­­__ .- __ ­­-- --,-.-.-__.,­_­ I--I--- . I -__ - - -____­_- _______- -__: ---- .---.-- ______ . .,--- ­_- - - 7--, - - --- -.--,---, .7 ----- = ____ �__________---______ ­__ I - --.1-1 -.1- :---,L---.:�.-4----=L.----,.-,.----,--------,�----- __________---__ __ - b, - _____,___,7__=____-____- --'--- :=:_------­ __- ____-,--- - 111. =_f __­.___­­_ ___ -1---- -__......� ­__-.---..-__ -, __---.--- ,____-- I - i - .- __ ___ . . =_ - ,.---- ����::Z_4��___ . =_ I- - -- - -4 --1. ---,-,-- ______ _j,��4- - -. 7- __ ,F - ____4__ _Z�____- - _tEj_-_--7E=_ %7- 77 - --==--.I--,--= 7-_�__. ___ E�==-- _=_ - ::: -- -1 = __ - - __ --- - __ -Z 7-- - , -____ __ " �--­-z-J_-::--f _E:__:7_ __ __�__ -==74f_f_[ -0 ; .-:= _��E= -- ,- , � -= __ ----:-----__- 5 --- - -0 __,_r_,r___1__r____1___1 4-- ____ - ,- - = _:::�� -.----.-- - ::��41I.Eiw cgoi-EL mi E- ,-----. ---. ---__-_f_U�A-=_ -L4--A-- ---__ I � -..-- ______ ---- - __- - - .- .1 . . __ __I_� 11. - -.---- _­----..t--. __­ I - I__1F____i__ -7 ----,J -4--_ - ---L--------r----------r-r­-1--:Zj- =-#=::# __ 1 _7=___� -=:J - __ -=-F-- F ­ ___I :�:_- .- .4 --'= ­ ____ ----+=---I- --,--- - --4---4--.-- -- = - __=.- ' '-- -Z - , __'­�_E' I I �1: - _��_�__--f��==_-�= f ____L_ 9_]_E�__----_----, E= ----=#=4= - -� � :#--_=_- =J_� EL-It- ..L, -, - , - I I �� == L LIJ--l- 1. ___ [_:if� . 27 28 29 30 31 32 I . " 11 . 1. i ��l I T- . i . C14 cn - i <m to ci w 0 1 t__ . C-4 " � I e%l - i + ,q4. t�o to C� ' '., NQ I 00 4 (-I 11 � C" + m i �9 + -14: m uj I 00 . 10� cc 00 O'� A# C-4 -f- + " 5t 6 w Qq-CONS TRUC T J * A C 0 VER 8""* A B. THICKNESSES TO BE CO 00 C�� 8 �- " C-4 ____ BACK OF + DETERMINED BY SOILS ENGINEER. ____ 0 $ ROLLED CURB R m e-41% BACK OF RANS. 5.0 50 TRANS. C� 9 (D-CONS TRUC T 6.0 ROLLED CURB AND GUTTER PER DETAIL �' 'r __j 5* LE 15$ * I BACK OF ON SHEET J. r-o"16.151 S. .0* TRANS. .01%. . .- , (",15 BACK OF (3)-CONSTRUCT 5-FOOT WIDE, 4" P.C.C. SIDEWALK PER CITY OF �5 �0 � ,%*-w � . 10.0, CONTINUE 6" CURB TYPE A 5 I 51* - 5 p*1 - .dv_%, I - U- U- �__ - PER A.P.W.A. STD. 120-1 .1- op* �_ (4)-CONSTRUCT SIDEWALK AC' CESS RAMP PER CITY OF A TASCADER0 ( b U- I M "� ENGINEERING DEPT. D WG. NO 420 �_>p <,->10 P 10,* . - 4 TO AWACENT SIDEWALK co CONTINUE 6'* CURB IYPE A to co fQ_co �2 to a - ____� �,�' -4-1,4, O�� C14 C-�4 porw) WHEELCHAIR RAMP r---: 0,:: . CONS TRUC T L 0 CA L DEPRESSION PER A�P.W.A. S TD. PL A N 11 r'- C*4 CR 1-� PO c� U-)e !;C- ;= Lu PER A.P.W.A. STD. 120-1 LL. L.L_ U- U- & � + = (-> CJR Q NO. JIJ-1, TYPE E (CURB OPENING CA TCH BASIN). . . � U13 ui No- "i ui z TO ADJACENT SIDEWALK r__ r-r- 0 " ILI,"to fc_?4100 %0 to I 0 tr�,,,i p - P I<-, P,p '! 1-11-- (I C" 0) 0*) cn(m m m cn re), b WHEELCHAIR RAMP -4- -.4- 0-.) U-)00 g!�? � 5 �< u')m co %_ CR 8 ca, c" . � INSTALL STANDARD STREET NAME SIGN PER CITY OF m ;� 4 __j I ui ui i ui Wi Lri Wi &A TA SCA DERO ENGINEERING DEP T. D WG. NO. 42 7. * LENGTH ON CURVE :Z: = (n . I- 6; 9 K� f__r- fl-V- . r%.& a a " %OXP ::1,1 ;�K. C" 0*0 m c"Ic" mlcn (0 a H �_ -uj h_% . PROPOSED CITY OF A TASCADER0 STREET MONUMENT CATCH BASIN �_ . A i NO. 6 - � a m .< E� c.> m 3 a a -*-- 2 III 6001�w­r 0 LOCATION PER CITY OF A TASCADERO ENGINEERING DEPT. I DELAIL.�_K, = + = sHcr,1 f LE 'r- w ,Z) * LENGTH ON CURVE D WG 80 426 . __j U.1 - 00 A SEE k 0 (n A U) CATC%H BASIN lvl-,#. � NTS U5 C-4, .< A p 16 Vol s9j 1 � < U-)a . I + CT (8)-INSTALL STREET LIGHT PER DETAIL ON SHEET J. Im -4 4 1 V.'. 0. Q0 *.aim 0 ,%w.00ll . . . . . � = �_ 11 =--- . . I % Is . . I .. L i ,9 -11 .�.. 4- . W �:,. -'m, T_ . � (" . 00> �2 �_ �Ili m I T 00 �z NTS REMOVE END OF ROAD IMPROVEMENTS. 4 1;1 � . - .,.*: I . < Ld-c:� m CD wo .. 17 c:1 w CA I . *. .,a I & C-) w , w C) ...... C�l Q c t . 1, . ,. + m I * NOTE: STRUCTURAL SECTION TO BE DETERMINED BY SOILS . + uj � . '.. ,� I - I . � 1p 04 4- 1� 31+54.51 - 11 III 4:,. I ") - I K C" .� � I C) 0 0 o - � 0 U ch i�-- (n C14 pli + 00 ..,. - 7 moc ENGINEER & APPROVED BY THE SOILS ENGINEER & CITY � 0 :�; � . - i " , LOT 99 0. Jp-_ !') " ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. .. a . co jp W. 7 � � . . ; to . � 11 D i Q . I I . .. . - :1 4 .'' I It ..., 1 23.00 1 � 0 C-4 0 0 ?5 0) C) ,., I i Ir- , ' : � n + M I . , N 88*441 8" W + CD r, _r 04 � � - . 6 0 00 z v 2 V . �V� C'2-1 ��- -j 6 " '.,. __4 1 � -�.-.. . ,.." 18N � to N - - Q m .1 I*.. . I , 8 % LOT I 01 m LOT 1 00 . .I . . �, e�l 3 2 .: 0! . 1. I / * 0*4 0 + + '114, ,e-, CA . ) I A - __-1Z" _j r�, r- 4 I . , .. . ­ __,__ 01ri,, , - �4*'.. .1 � .:!,. f". . . " 4 ,_ � 0 C*4 04 '. . 41h- - __ - �1 - I . I I - z 0 � I --------. /I- a.____-��_-------_­ ---- -1 - to :�:A__ qr - . . - - " ...., =I.r.-.,.*,.:.!-A*.- 3 __( . I kc A -q 1j,-", IC , --�,-,-- , .�;�_- , .. - .�._ "_"___ -�..,-: � I -i- _4 . . .. J .�:,%.j. ,�.,* _*.�.',,.. I " _____ - -1......_� . . 1-Z - . - %j - � � * 4 1. _.- 1� �\N- t� (O IRV. 3 i _._____30- 15 . . N P- (I 11___-_-__-s ,�____�__ _�J___ I,-"--.-"* , T-0 --.---_�e _____.----------s_N0_7.12,---------S28--------�S----S- 9_____s__ ,7 ------�A---- - 011 �� - -- - - - - -__.____� I ,I ___­_,_`__, ;1p I .. I - - i ... 1 -14 \ x i 17*0 E - __ I,----- . LA ;_1 . - N 9'54" - ­­ *rI 21 ,b) - 7 1; --­-­­-­_,__, ,, (A- U,11 *0 .____._w_______ ______w_____,____+.--,-vq -,Ill 11����.��, 0- 0 x 1. ----.1 iinj 1,1w --------,I__w________.__­_w W--- .-.-..--, - f - -_ r + V'n _�- ;1p, ;;? -6 & __ . I . : - I --,-------. ------- ­__ - :1:1,11: � � i A �IC6 L01 96 2 0 to 0 (st 0 * , I cz, W -CN I 95 , LA + I L R.I 0 'P. U- u- OT f �J4 4 LL_ U_ U- . : i Z t8 . � V_ v- T_ " + + �Q_p I Zi -Z CD CO to 00 CO .,��. �2)11P f2 I Q1 �2>v . to 0 CA 4 Cj 00 to n + LO 9 r- _P_ r j to co * Z --j m f­� cn � - 2 � 4 0 t-,:) co --i 1. flf� -*_ 1w_ LO N1,_ C114 ro in LOT 91 0) LOT 92 110* n 00 LOT 93" r,_-1 "co " + 8 '�� te)V"� W)-4- Ft �_ +1 1+ co " :_4 o .w '12 vi 00 + + + + CD C) ui to I-- __j 4 0 c_-) t. + r"-.1,-� r,.4: x fl- co _j 00 m 00 -10 0 9;� P Z: ,,, ", " �� C..) " cq C.) " m 9 " Es i 90TROvot c" m r__ 2 + s C) m m m 0') 0 . Go bo I F, c1q cc � -1 . ELIANO Z: \1' I,."*/- -___2 ------- � -4- 0 I& -� CURVE TABLE 00 NN 1. 14� _k ---------L-,- .� I . - I.- ,.: � * /"N DELTA RADIUS LENGTH TANGENT �< .4- o �.j I + 51*1=50* ti 9 . ;9; m r or * * * 1 15"54!12 794.00' 2�0_.3_�f- 110.91 � En ". m yr 5'* 5.0 5 -- ..cr_ "�= I . . _f1 5.0' ' - ROLLED CURB 2 30"09'16" 212.17' 111.67' 57.16$ : M .< co __j . ROLLED CURB TRANS. - �- - � I �- 11 :;rc BACK OF I :I-- (n ,,;> d� BACK OF -"�� ;z g- 3 93'V3001 30.00' 49.01' 31.95' "I" 1i 5 ..., ill �� 1.1-1 R, � - �ffi% I �:, & 'REI:%&�)v tQ ,"�i -q :1 ry , 0 . ," k, � 1, mm q � : I 0 �_ Jz 8 m . t_,� e P�1,2 , - ". 111 � ,ff e5 ,� _5 zl'i k , - - I,- , , . , ,vl 0- # . vu , I ,%, 0 4t, 11�1 �, I " a:) co �. " - 1 4. 'r- .t , I p; �, t, , ; I "" r ffl) VI) I* teN, M ,� M� gz, , �m , , 0, I !�j LO 0 CS N 4 1.95' . I ,�C, ,4� 4 � �'Iy .,I ,�,,�, + - 4 1, " - LO j , " + + 60 -A" g, 1131, I , . I lt 0 UJ 'V- W + " , I -, 0 + �5 - 1�� r �b cn M & �� 811.00' 116.5 58.38' 1� 0�111 Ir i _j f?-- 11 Lu N 5 8`106" a ___ ,&PIPA"k, t C.) a) 3;:(n (N "I 'i ,, '' ,iw")i ,m, - . �il 19 "Al't 4111" U*) 0- 93*36'23" 30.00' 49.01' 3 § . 'AiNt', I , . I ��11 I U-) 7 6 52-04'26"- 100.00 0 90.89' 48.85� 9 . 0 01_________ 20' 40' 1 .80, 120' 5 7 111,155,10 00 40.00$ 78.13' 59.2f _N I 0 IV 111113 I 0 1 1 !!!I , = . .....�.......04 . N 8 111"55'10" 40-00' 78.13 59.21' " SCALE., I" .- 40' . CATCH BASIN 11 ) $ ... . # # . . 1111 v.: 9 0"27'1 3" 777.00 6.15' 3.08 . a I =2 L he: I I . 1 ­ v . ioi , . DEIN s It% IS I .I . . NTS 0 + I _q I , , 1, - - I . ,� V I I I I I : agrommomrsuffmi Ill I I'l g'' - - . I g , I - - :1 fl- ORE �, "S 1; 11 ,, - 11 ?I ____-.- - - ____--_________ I I .I 1'�1'1" . I I I _____ - ______ 0 1, I x0musommompa __- ___ ___ -- ___ ______ ___ __ . - I " � - .- . W.0, 1317.2 - REMEWED FOR P MIT' ISSUANCE BY - OATY OF ATASO'%ADER0 I . � 4�v und(mg woulmd ­­_ PREPARED BY' Ess /I �. L� %.A SHEET .!2 , / _ 0 1 R.W.T. I /I q V, �' ..I"I 7 i� - sambe ANDA . - . 10 I 11 CITY OF ATASCADERO /I - . UESIGNED a . I �101./ �11 7 " I __ �'J! . Q w . -- .11 . - 0=10RACT 2525=2 WOODRIDGE 'a I RAMSEYER AND ASSOCIATES, INC �'. 1-111v . I I CIVIL ENGINEERS - LAND Pt-ANNERS - SURVEYORS LL a __ 11"11% x I - . j OF a- - � Call: TOLL FREE . - W�1_ 1881 KNOLL DRIVE, VENTURA, CA. 9:3003 ' .11,,17�_] 4 -1 � ouvv M.J.U. PHONE (805) 654-1088 FAX (805) 664-8013 No. 37316 1 tol 'F6, 25 m - Exp. 6-30-06 $ �'j I] tM.U.-I SmmlwREET IMP"ROVEMENT PLAN �_ 1 1-800 P.111;__- _w% - I ..- - -,, __ , , ; . I - ,2 - - - - __ . mmucmamm mQuammu=_ 'um -���___ _. - � _ _ I __ - I __ 7 5 1 - - -1 E f I -,-- � __ ==--f�__ - i - -, t _: - E�� ­ '. � ­­ - I __=- I I --=. . - - - , - - --- __ - -- ___ t� I _+. -1 - I __ . 71` F . _4 - , I - - �_5__ _- - - %L__:E__ --- - _�____#_ ____- --___ __I f - .t- _:­� - j ,�__ � - 7�__ _1 1 -+ -+- b - - I i _t_ ER�_ 7 - - R -9 -*- ----W-:Z , , 4 I � - t 1 -� ---i =----:: ,::� . - - - ,� --= - t ---*L - , *:: . . , __ � . I - � iwl�; !L-- _1 ,-- - � �-�_=_ - - -7- :-- I - - - .:4 - __ L;__ - - --tz�____ t I - - :::q :I--:-:-- - I ��� --fte I ��_ a...... :_ __13-1 - � - - - - - - 7_-::F�_ i r- 1__ I - I -;; - ::�� � T I I I I I I I - _� orolop" , (i� 1-0 . I ,k- __ al I FILE NO. N. C101 , I s - ,�^*_.-1 .. 'r . aft t '.�� f*- 227-2600 . N N-1, /4 -- - __ -N, %_ " - -, -- A , 5 � ELIANO STREET, STA. 27+00.00 TO 31+54.51 m R.W.T. ... . . . .. . , OF EER )0tf - _. . - I � TWO WOMUM DAYS BEFORE YORJ 111143 REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE RANDY W. /Or=DTER R.C.E, 37316 DATE CITY / 0 -__ I � 1,1 I I � ____ -------____ CHECKE-D , =11�110 - - ______NICE ii,iiIii I I I I �1: I ' 'I I I'll ,,Ill I i I V �,11 -� _______pqR_"__w_;_"________ WIMPIM-pi I ;101�1 i I 113 111111101 __ _____ Rmal I I � � I rf"vsgj,?"Rs*� ! 1, Im"11111______ I 111MANIPW __.___________-------------__,__� __V�,, ,ff r_�_________� �m�------.-.��-----,r��"�7-�---�,-��-�---�----"--�-----,--------,��-.�-�-�F�.�-�-nr�-���----------------,"-�-----------�,��,��-,------,---�-------�---�-�-�--�--��-1-1-�,�-�.-�--..�.-..--I ,� �-A��Iiiii , 11 , I I -.1-11-111-1.", -�r-�-,-�����,-,-��"--��-,-----��-���-���� -_� " .-���--�ll,��,,�"-�..�pr��,-�-",-.,�,,,� RRRM- �77R�11 ROPPMR111 I I , , - . : I � I lig I .N T FU ]:JLIC UCj10H C0NST` 'N"OTES A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS ANDVOR PERMITS APPROVED \. A.- R BY THE CITY ENGINEERING DEPARTMENT. 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 BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS A AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE T TA V TRA CITY ENGINEERING DEPARTMENT. C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO "VI STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. DGE AT AA1 SC AADhRO WOODRI D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED F AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY WOODRIDGE ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. _E'r" R 0 �,ALtv ' ORN'I'A. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN " IT"'17 41" ATA�, u"A D PROJECT THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE TR 2525s=2 AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. 0 F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN Q COMPLETED ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST 0 FINAL INSPECTION, RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE 0 IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN cc THE FINAL INSPECTION IS MADE. T G. ENCROACHMENT PERMIITEANDSTARTREPRIOR TOTHEISSUANCE OF AN OF CONSTRUCTION. .0 H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER 0 FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES- AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT—OF—WAY. THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION.- K. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO' DEVIATIONS IN THE WORK FROM THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE SATISFACTION OF THE INSPECTOR. VICINITY MAP L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND N.T.S. ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R—VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS--SECTION. N. ALL FRESH. CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS PRIOR TO THE FINAL INSPECTION. O. ALL UTILITY RELOCATIONS AND/QR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SOO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY SHEET. INDEX STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION PLA�EN�ENIIN��E�AT��eBY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE• 8. TITLE SHEET, INDEX & NOTES R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE 94 KEY MAP PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND LEGEL4D SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING 426 AND AS REQUIRED OWN 10. AVION ROAD STA 15+60.00 TO STA 21+50.00 22C LINE BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAACT. TRACT BOUNDARY p S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT—OF—WAY PROPERTY LINE 11. AVION ROAD, STA 21+50. 00 TO STA 28+60.29 LINE c SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF—SITE RIGHT—OF—WAY PROPERTY OWNER. CURB 12. STORM DRAIN LATERAL DETAIL SHEET BACK OF CURB T. NO TREES SHALL BE "'REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY GUTTER DEVELOPMENT DEPARTMENT. GRADING ACTIVITY'MUST NOT FILL, EXCAVATE OR SIDEWALK IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. EASEMENT EXISTING U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 2:1 SLOPE CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND 'COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING EXISTING CONTOURS THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF EXIST. WATER LINE W_ ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO ul$ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE EXIST. SAN. SEWER —8 CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE EXIST. STORM DRAIN SO_— SD== CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL EX. S.S. MANHOLE LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK S.S. MANHOLE ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. S.S. LATERAL EX. FIRE HYDRANT • V. �ONTRQI�SMA�RB�HLL MAAINYTFIC �ALTI��NS. TRAFFIC PG&E BOX IN ACCORDANCE WITH THE CURRENT MANUAL FOR EXISTING PG&E BOX ED TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR PG&E ELECTROLIER LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. PAC BELL PEDESTAL SSMH W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER SDMH @) OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. CLEANOUT X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE MONUMENT TOP OF CURB T.C. POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. TOP OF GRATE T.G. oil A a. .0"i Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION GRADE BREAK G.B. v 1 co OF THE IMPROVEMENTS SHALL BE REPLACED BY- THE CONTRACTOR, PUBLIC UTILITY EASEMENT P.U.E. FLOW LINE FL to Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE 1-T INVERT INV. C.) LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER a DRAIN INLET APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQOACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN REMOVE TREE x CHECK DOES NOT, THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE SEWER LATERAL SL DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. SEPT isu 19 USA ® T C6 undsIrgmund W.O. 1317.2 Q PREPARED BY: REVIEWED FOR PERMIT ISSUANCE BY CITY OF ATASCADERO 0- R.W.T./S I I SHEET 89WW009 Ablft S.SS.. CITY OF ATASCAE)ERO DESIGNED RAMSEYER AND ASSOCIATES, INC, 8 C)IVIL ENGINEERS LAND PLANNERS - SURVEYORS a' TRACT 2525=2 WOODRIDGE OF 9- Call: TOLL FREE 1881 KNOLL DRiVE, VENTURA, CA. 93003 �1 PHONE (805) 654-1088 FAX (805) 654-8013 No. 373 16 R.0. S.S. 25 Exp. 6-30-06 © 1-800 DELINEATED --:for STORM DRAIN IMPROVEMENT PLAN FILE NO. C? (;IV% 227-2600 /Z eb _4------ TITLE SHEET, INDEX & NOTES TWO WORM0 DAYS 810`08E YOU REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE R.W.T. RANDY WtAdROTR R.O.E. 37316 6ATE CITY ENGINEER ATE M1 , 11 CHECKED 'I I MISSION 1 1 1 ISO; I own= ---------------------- 4R T Af ``-�- LINE "A" WRY I STORM DRAIN IMPROVEMENTS PER TRACT 252 - I LINEss " � � TORM4 DRAIN IMPROVEMENTS PER TRACT- 2525 - I oil f 10 r h 1 'd1 r r i' it I I r r DINE "C" STORM DRAIN IMOSOVEMENTS PER T2 a PHASE I A PHASE I PHA E l PHASE I —4 PHASE2 C..,.,5 CONNECTOR SFE SHEET FOR PLAN PROFILE C-4 10 12 C-5 12 C-6 11 12 C-7 11 12 LINE "C C-8 11 12 C-9 11 12 C 10,11 10,11 A l' S G-6 C-7 s /f 1 a. LINE "C" - r� tt3 00 50' 100, 200' 300, '%T MAP KE e^ SCALE 1 100 TRACT NO, 2525 PHASE 2 - STORM DRAIN IMPROV Et:tjT EM NTSS, C- SCALE 1'x=100' SORE �� USS NORTH URc c [Fg0[FaU[Mc W.O.PREPARED BY- � ,�. F %CRITY OF ATAS(CiADERO gamoce Aged �� � i �' TAS A SHEET rDESIGNED s INC. �� � - '� . 9 CIVIL ENGINEERS LAND PLANNERS — SURVEYOR c�� �� "n (q;Qt '" q��. fi'�#�$� TRACT252WOODRIDGE Call: LL `y���� KNOLL DRIVE, VENTURA,VEN r�R� c�,. ��0®� �� � �, � ,j ,' .�., R.0. S.S. PHONE is05f 654-1088 FAX 68051 664-6013 No. 37316 � —�Iola' r� � �!�!� " RAI' m 25.a Exp. 6--30--06 ;I f ��. DELINEATED :� --- C q, MLE n. 227-2600 Zt> KEY MAP iS ""O R M u N I M P R 0 VE M E N T P L A N TWO WOMMQ DAYSREV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE R° ,T. RANDY w. XOEDTER R.O.E. 37316 DATE �-� d NGINEER ATE CHECKEDJill .______.___-------------- �wm A Y f NOTES 1. WHEN, DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C --C AND DETAIL "N". DEPTH M MAY ;BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6$) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C --C TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL. NOT BE LESS THAN 1.2 m (4'--0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C --C) SEE NOTE 1. 3. L SHALL BE 1,2 mi (4'-0") UNLESS OTHERWISE SHOWN, L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (S") FOR. VALUES OF H UP TO AND INCLUDING 2.4 m (8, -Om) AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 5OO(ASTM A 61.5, ' GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S, BODY -OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT DE LESS THAN 200 mm (S"). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL. BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (152) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 6001 mm (24®) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. w:STANDARD PLAN 321-1 AL DARD STA METRIC LAN PUBLIC WORKS STANOAROS INC.. GR EN8O K O COMMITTEE E Y .. 19$4 REV, 1996USE 0: WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTFIUCTION 15M 0 300 mm(•40420) SECTION A- A FACE PLATE ASSEMBLY 217 mm (8 1/21 410 mm (16") ` +► Gj EACH WAY IN PAVED STREETS MANHOLE --� 100 mm 200 mm(80) (4913 IOMtrA•) A U -.� so* SHAFT 225 mm (9 5 mm(1/41)R :2 STREET. GUTTER, a Hca a - ori v 4,, DOWEL (TYP.) c> OR LOCAL DEPRES- E PLAN DOWEL DETAIL ETAIL c STRUCTURAL DATA (24.) WALL AND SLAB DIMENSIONS AND StON- SURFACE REINFORCEMENT REQUIREMENTS to E REINFORCEMENT MAX MAX t LF REQUIRED IN W v FRONT I REAR I 100 mm STREETS FOR UN WALL L• 3-2 SLOPE T --• in u 2.4 m(8') 150 ,mm(G") , 150 mm(611) 125 mm LO mf 3.5°) 3.5 m(121) 200 mm(so) 200 mm(S•) N R R "" «zz � 175 mm (7'1 0 E E FLOW LINE _3 t-- CO C> � c°a 75 mmFACE (3")R 2.0 m(7') 3.5 m021 200 mm(81 200 mm(S") N U � � � 4.0 m(14') 1.2 m(4') 150 n,m(6°) 150 mm(6"1X1 R PLATE 125 mm x 50 mall (5"x2`1 PIPE SEAT E cx W o 2.4 m(81) 150 mm(64) 200 mm(8l) I C D T ROUND EDGES 15 mm 4,0 m(141) 3.5 m(121) 200 rnm(8") 250 mm(10') N F E M (DOYWEL c� 1.2 m(4') 150 mm(61 150 mm(6") E 9p___I � ,., LINE: NG T CURS LINE 2.4 m(6') 200 mm(Ol) 200 mml8l) M 1 2 EXTRA 15M(m4) 15 mm E STEPS ffi& E (1!2" ,+ 6N (F ul 3.5 mtl2') 200 rrtm(8") 250 mrrt(IO") p ON SIDES { AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER SECTION A -A s rANDARD PLAN PROMULGATED 13Y THE�` PUBLIC WORKS STANDARDS INC. CURB`OPENING CATCH BASIN METRIC GREENBOOK COMMITTEE FRAME MANHOLEF 1984 I t REV. leas 100 mm SHEET 10F 2 T T -450 mm (181 AND COVER 300 75 CATCH BASIN mm (12")MAX. mm (3")R 100 mm (41 j I L+2T-200 mm t$'1 100 mm (4") MANHOLE FRAME` 200 mm (81 200 mm (81_ OPTIONAL BOTTOM- GRADE POINTS, AND COMER`", SEE NOTE 5 SECTION B- B ' TABLE OF VALUES !"ORM (SEE NOTE 1) a� to s - Z«.' OPTIONAL. SUOGRADE CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 11•CLO 00 oc� Y f NOTES 1. WHEN, DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C --C AND DETAIL "N". DEPTH M MAY ;BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6$) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C --C TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL. NOT BE LESS THAN 1.2 m (4'--0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C --C) SEE NOTE 1. 3. L SHALL BE 1,2 mi (4'-0") UNLESS OTHERWISE SHOWN, L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (S") FOR. VALUES OF H UP TO AND INCLUDING 2.4 m (8, -Om) AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 5OO(ASTM A 61.5, ' GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S, BODY -OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT DE LESS THAN 200 mm (S"). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL. BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (152) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 6001 mm (24®) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. w:STANDARD PLAN 321-1 AL DARD STA METRIC LAN PUBLIC WORKS STANOAROS INC.. GR EN8O K O COMMITTEE E Y .. 19$4 REV, 1996USE 0: WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTFIUCTION 510 mm SECTION A- A STD. PLAN 630 OMIT THIS STEP 217 mm (8 1/21 410 mm (16") ` +► Gj 1aa IN PAVED STREETS MANHOLE --� 100 mm 200 mm(80) (4913 IOMtrA•) RING SEAT U -.� so* SHAFT 225 mm (9 / :2 LUm a Hca a - ori v 4,, DOWEL (TYP.) c> E PLAN DOWEL DETAIL ETAIL c STRUCTURAL DATA (24.) WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS to E REINFORCEMENT MAX MAX t LF REQUIRED IN W v FRONT I REAR I 80TTtiM E4 STREETS FOR UN WALL IWALLI LL T --• 1.0 W3.59 2.4 m(8') 150 ,mm(G") , 150 mm(611) 125 mm LO mf 3.5°) 3.5 m(121) 200 mm(so) 200 mm(S•) N R R "" «zz � 175 mm (7'1 0 E E c0 _3 t-- CO C> 2,0 m(71) 1.8 m(61) 150 mm(Sm) 150 mm(6") I Q 2.0 m(7') 3.5 m021 200 mm(81 200 mm(S") N U � � � 4.0 m(14') 1.2 m(4') 150 n,m(6°) 150 mm(6"1X1 R F 1 R 125 mm x 50 mall (5"x2`1 PIPE SEAT cx W o 2.4 m(81) 150 mm(64) 200 mm(8l) I C D T ROUND EDGES 15 mm 4,0 m(141) 3.5 m(121) 200 rnm(8") 250 mm(10') N F E M 1.2 m(4') 150 mm(61 150 mm(6") E ,., 1.6 m(69 150 mm(61 200 mm(S') T U 2.4 m(6') 200 mm(Ol) 200 mml8l) M 1 15 mm E 3.0 WWI) 200 mmt8") 259mmt10"1 ffi& E (1!2" INLET SECTION C`°'C 3.5 mtl2') 200 rrtm(8") 250 mrrt(IO") p FOR W > 9 rn(281). V > 3.5 m(121) OR 8 > 1.2 m(41) SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER SECTION A -A s rANDARD PLAN PROMULGATED 13Y THE�` PUBLIC WORKS STANDARDS INC. CURB`OPENING CATCH BASIN METRIC GREENBOOK COMMITTEE °. 0.+ '" 1984 REV. leas USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEET 10F 2 Y f NOTES 1. WHEN, DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C --C AND DETAIL "N". DEPTH M MAY ;BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6$) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C --C TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL. NOT BE LESS THAN 1.2 m (4'--0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C --C) SEE NOTE 1. 3. L SHALL BE 1,2 mi (4'-0") UNLESS OTHERWISE SHOWN, L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (S") FOR. VALUES OF H UP TO AND INCLUDING 2.4 m (8, -Om) AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 5OO(ASTM A 61.5, ' GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S, BODY -OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT DE LESS THAN 200 mm (S"). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL. BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (152) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 6001 mm (24®) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. w:STANDARD PLAN 321-1 : MANHOLE PIPE TO PIPE (ONE rMETRIC BOTH MAIN LINE ' N,; SMALLER) - -- -- - ��----------• 'C^ .++Fe r � �,w Aram CURB OPENING CATCH STANDARD PLAN 300-2 SKEET 2 OF 2 (. MAIN LINE RCP OR REINFORCED MONOLITHIC---°�- ARCH, SEE NOTE 2 J 6 1 �l W I Flo mm (31 hO W 1 � � I "� e✓°�i�o �f STA. POINT ( o,� caANEGTaR P 1PIE ISO mm SEE NOTE 3 1 (30) MIN. STA. POINT LATERAL SEE NOTE 3 31 PLAN 3' .®...., .r�. a 0► SPUR TOM 0 450 mm 61 (a3 OR a41 O 18') 6" OC TIE BAR 7! G BARS 15M 0 150 MITI $, REINFORCING STEEL (®4 0 6°) 0C91 p 80 mm (3 1 MIN. r, a�-^^ 9 IE LSPREING J �, 15 mm t5l ,xr OG � ROUND EDGE'S ®) ELEV. R E BARS 15M (5 ° ELEV. S 80 mm (3°) CC F BARS 15M (a5) 0 75 mm 131 OC � UNDISTURBED CONCRETE CRADLE. EARTH H t H 265•-014 (450-C-~2000). -- SEE NOTE 9 SECTION Z -Z TIE BARS G BARS s -••r SECTION -~ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE a«PIPE TO PIPE INLET DARD STA METRIC LAN PUBLIC WORKS STANOAROS INC.. GR EN8O K O COMMITTEE E 9 .. 19$4 REV, 1996USE SHEET 1 OF 2 WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTFIUCTION W.0, 131711,2 PREPARED .. '. /S. SIM ■ S. DESIGN RAMSEYER ASSOCIATES, INC. CIVIL I ' BY: ENGINEERS .� M. .. �. 93003 1881 KNOLL PHONE 654-1088 FAX 805 4 DELINEATED DESCRIPTION OF CHANGE i 1 . c 1RANDY EDTER R.C.E. 37316 DATE I NOTE: C US I. ALL EXPOSED EDGES SHALL 13E ROUNDS® TO A 15 mm (HALF INCH) RADIUS, 2. THE CURS FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURS FACE AT POINTS B .AND C SHALL BE THE NORMAL CURS FACE OF THE ADJACENT CURS PLUS H (SEE APPLICABLE CATCH (BASIN STANDARD PLAN). S. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVA'T'ION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE, 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: 1 TIME ELEVATIONS OF POINTS F AND G SHALL BE Iii HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY, THE ELEVATIONS OF POINTS P AND R SMALL BE SE'S H2 HIGHER THAN THE GUTTER FLOW LINE. ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, TIME ELEVATION OF. POINT E SHALL BE SET H8 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H NOTED ON THE PROJECT PIANS. Hi NOTED ON THE PROJECT PLANS. H2 NOTED ON THE PROJECT FLANS. H: NOTED ON THE PROJECT PLANS. G w: 600 mm (2 Feet) K 1.5 m (5 Feet) L 1.8 m (6 Feet) M p 1.2 rn (4 Feet) N 3.5 m (5 Feet) Wo = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCpE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (B INCHES). 6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALT,. BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. STANDARD ,k. LA METRIC kl s , BASINS j �'j DEPRESSIONS q. }SHEET 4 OF d NQS L THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 102 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL, IS GREATER THAN 600 ram (24"), B SHALL NOT EXCEED °75 D OR 975 mm (39"). 2. IF THE MA114 LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL REFER TO THE CLEAR SPAN OF THE ARCM, REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL.. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT 'THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B, C AND D SHALL. BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE -13 TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. C° ELEVA'T'ION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE FAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL 13E LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6, THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45®. B IS LESS THAN OR EQUAL. TO 600 mart (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 Dg OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. B. THE OPENING FOR THE BREAKOUT SHALL. BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMEN"f (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL. SHALL CONFORM TO ASTM A 615M, GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 mm (1 I/2") CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J= 7D/12 + 150 mm (61. 11. FLOOR OF THE SPUR SHALL. BE STEEL --TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARF USF0- ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. Ilm111 .. M .AI � 'M l o "14STANDARD PLAN METRIC 331 -2 SHEET 2 OF SUNCTI-ON STRUCTURE PIPE TO PIPE INLET i OR 1/2 MAIN LINE �': c- B O EDGES TO SE ROUNDED `�- TO 75 mm (31 R a- At 1 ,�'' ?'A; R = i D OF SPUR 150 mm (61 -4 r' MIN. r- ....° ALL STEEL REINF. 15M 0 100 mm (t4 O 4°) OC E a� B PLAN (SHAFT NOT SHOWN) tc DETAIL "N`° PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE I STREET GRADE PAVED STREET UNPAV" SECTION MANHOLE FRAME CONCRETE RINGS STREET GRADE MIN, MAX. AND COVER PER PER STD. PLAN 324 A -A 25 mm x 25 mm 867 mm (2-10 1/21 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 510 mm C -C STD. PLAN 630 OMIT THIS STEP 217 mm (8 1/21 410 mm (16") ` +► Gj IN PAVED STREETS MANHOLE RING SEAT s. SHAFT 225 mm (9 / :2 LUm PER STD. 400 mm (16 1 FOR 610 mm �==: E w c PLAN 324 PAVED STREETS. (24.) O to E 90p mm t5. 0'1 650 mm (2'-2') 125 mm t5'1 c„ s STREETS FOR UN i�? T 1050 mm IT -61 T --• w 125 mm PAVED STREETS "� "" «zz � 175 mm (7'1 c0 _3 t-- CO C> � � � 125 mm x 50 mall (5"x2`1 PIPE SEAT cx W o v r 75 mm 131 1050 mm 13'-6'1 T ROUND EDGES 15 mm W M In OF INLETS (1!2 25 mm (51 ROUND EDGES 15 mm (1!2" INLET SECTION C`°'C APPLIES AT THOIS POINT SECTION A -A STATION DINE--- .--`"900 mm (3'--0') r 200 mm (8^1-•., ' --' STEPS T T -450 mm (181 75 mm (31 R 100 mm (41 j I L+2T-200 mm t$'1 100 mm (4") 200 mm (81 200 mm (81_ OPTIONAL BOTTOM- GRADE POINTS, SEE NOTE 5 SECTION B- B ' TABLE OF VALUES !"ORM (SEE NOTE 1) STREET PROMULGATED BY THE MAX. MIN, MAX. MIN. A -A 1992 867 mm (2-10 1/21 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1060 mm 13'- 61 C -C 252 mm ttl"1 217 mm (8 1/21 410 mm (16") 360 mm (15') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE T STANDARD PLAN MMETRICPUBLIC WORKS STANDARDS INC., GREENBOOKCOMMIME A -(33') OR SMALLER) 321-1 1992 SHEET i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV, as96 SHEET 1 OF 6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 15M 0 300 mm (44 0 120 L!2 (TYP,)-­---r�� •4.° .'e ., 5: 0 • tie=: . l NEW OR 0 1 � � 1�6° EXIST• PIPIw f FLOW a .A. .'°• o °.gee <eA s ;e 15M 0 300 mm (r4 0 12') 3r-I5M (a4) CIRCULAR TIES, SEE NOTE 9 150 mm &') MIN CUT ,_ _ . NO. 2 --CUT NO. I L.I NE- g a cJO® CUT NO, 2 ... _. _ LINE 150 mrn CUT NC 6") MIN ,yy 3.I4 (6 0 ve DETAIL. "A" (SEE NOTE 10) SONO -TUBE. OR EOUAL., INTERIOR FORM GUT NO. P SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2. SAW THE TUBE L.ONGITUOINAL,LY REMOVING A STRIP 3.14 (00-0 ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE, 330-C-23 (560--03250) CONCRETE 25 mm W) (TYPJ D L T 300 mm (121 300 mm (12°1 100 mm (40) 450 mm (181 300 mm (12") 125 mm (50) 600 mm (24°) 300 mm (121 (5(7 mm (61 750 mm (304) 450 mm (18°) 175 turn (71 900 Tram (361 450 mm (193") 225 mm (9') 1050 mm (42") 450 mm 1181 225 mm (9') 1200 mm (48') 450 mm (18') 250 mea (IO') 1425 ,gym (571 450 mm (18") 250 mm (101 1500 anm (64" 525 mm (218) 275 mm (110) wi­ 1650 mm (66' 525 mm (21') 275 mm (►I') 11800 mm (720) 600 mm (24'4300 mm 021 •xi ..7 • .•6h -1 V ..A . cl �---- INTERIOR SURFACE OF PIPE DETAIL '°B" TYPICAL, JOI$ T FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THECONCRETE COLLAR FOR RCP STANDARD PLAN PUBLIC WORKS STANDARD$ INC., 0 GREeNa KC WiMITIEI; O 0 t s $ 9 300 1 9 !r METRIC 380--3 2 Rte' t9ss SHEET i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION %J LJ , t4 �1 SEU Sr4,M Qom.. t'M to xr C) •04 ca v- 0.. N rw a E<�7 P✓L n LATERAL LOCATIONS +;w APPROXIMATE t ONLY AND WILL BE DETERMINED ACCURATELY , CONNECTIONS ARE KNOWN. WATER r; METERS SHALL NOT B. RELOCATED AREA TO VEHICLE TRAFFIC. r. ACTOR SHALL PREPARE SUBMITTAL NEGOTIATEDCURVES SHALL BE WITH USE OF EITHER FITTINGS OR COUPLINGS. NO LONGITUDINAL BENDING OF PIPE SHALL BE R - D P TRACT BOUNDARY z PROPERTY LINE RIGHT--OF--WAY O CURB w w BACK OF CURB z_!! CUTTER �+dd�� 6' J ....,.X co SIDEWALK < �* O < W —4 STREET, STA 29+82.79 201 SLOPE — LINE "B" J mw 2 w iu '�-w <Ccz EXIST. SAN. SEWER-811---s— Ll, ww F-� (n00 3s g P/L 1 n LATERAL LOCATIONS +;w APPROXIMATE t ONLY AND WILL BE DETERMINED ACCURATELY , CONNECTIONS ARE KNOWN. WATER r; METERS SHALL NOT B. RELOCATED AREA TO VEHICLE TRAFFIC. r. ACTOR SHALL PREPARE SUBMITTAL NEGOTIATEDCURVES SHALL BE WITH USE OF EITHER FITTINGS OR COUPLINGS. NO LONGITUDINAL BENDING OF PIPE SHALL BE R - D P TRACT BOUNDARY SHEET, INDEX O rT1 PROPERTY LINE RIGHT--OF--WAY SHEET CURB BACK OF CURB OA, STA 35+93.80 TO CUTTER I mown= SIDEWALK ROAD, STA 40+50.00 EASEMENT - �--~ EXISTING STREET, STA 29+82.79 201 SLOPE — LINE "B" EXISTING CONTOURS -- EXIST. WATER WATER LINE W° - EXIST. SAN. SEWER-811---s— 8". �- - S -. EXIST. EXIST. STORM DRAIN SDS EX. S.S. MANHOLE S.S. MANHOLE S.S. LATERAL S EX. FIRE HYDRANT �- PG&E BOX c� EXISTING PGCE BOX t PG&E ELECTROLIER PAC BELL PEDESTAL SSMH Q SDMH C� CLEANOUT MONUMENT Q TOP OF CURB T.C. TOP OF GRATE T.G. GRADE BREAK G.B. PUBLIC UTILITY EASEMENT P.U.E. FLOW LINE FL INVERT INV. DRAIN INLET III REMOVE TREE SEWER LATERAL SL LOT LINE LL DESCRIPTION OF CHANGE l KEY MAP TRACT N0. 2525-2 —WATER IMPROVEMENTS INDICATES SHEET NUMBER FOR THAT AREA \11 VICINITY MAP I tti r ?V£ C i R G t Co"T TR 2 52 og'm 2 COVER SHEET, INDEX O rT1 DETAIL SHEET AVION OA, STA 35+93.80 TO STT + — LINE 22C AVION ROAD, STA 40+50.00 "TA 48+90.55 — LI r, $$ ); ELIANO STREET, STA 29+82.79 TO STA 35+00.00 — LINE "B" LI.A O STREET, STA 35+00-00 TO STA 41+25.48 " — LINE "B" t r RAVSH vRA e M l `� _A4 1 aCR ii�tQsS�ri .�Ll7' P A G PREMi9 f3 Iii It R A iTLJ� PLA4 D A 1 SACK LF NVI R SOV ®`tisirrl EaE, �: ,��t Rte• O WALL '�• � : ' - r r cf cR E AL, ` APPM CWRW X TAPE FM r • .� dip! '�€�.T:.? SIZE � — 9,f�� � i%?. q.. ° COLI APPUED COATINO IN TAPE !'ORY AWWA STD. 0209 d".' i !,!` r /i 41 Z. -- r, '. '�7 _.. � $ � t 17., — _... i � i APPLPCA71ON f? ! � Os pE RCI COdlAl�i7CfAL bfUE77FAMlLY Qf�P7fJN4L ourt�rs z 1I � � 1/2 2 7 2 P J 2 r • � •� WAr� 'rte �� .��,v-s%' � - SOLID Lrp �'1 VA�� A�' �� ol1LET RE By - Xv � LO p� CLEAR FR 6 ��gg�� � n 0iV Y � ° � •: � 4 `3: '• ° ° ' .... t•�a.f �t �+ T Cr qOR �'d"�:�d6L � IkVG •.� 61 OR OER �.Id6r "'-'"'!' ®7+ nab `�^`I a 4 7POW A SM. 7MIN ' ,.... .♦a+4••„'"a o• OT r'�.'• q a,..ds577N pG 'tAF TSR OAG'FdLi tlG Ansi? 1 '' n AW d�``�//��••����/e, pi Jy�+�^ j�a"a'41ddr�ii:J9 Mb/a7i a76 . t +j�e�'Tpgqrpgpra9�'^ =�'°: v (i----{ �,puZAIE r�yV4e�BEq „w,1 � S3{ \ �Ri C P..�.y..,, 1_.....,�J�l•1�iYyLpe�Ua�B� a+��8t"s�•psx�N,1 ypi•7�� sh 1 1�-+ti 1111 11••—•> 1* �. i+c'` ;. � .> , • •F .n a.. fan. ♦.a b f t. .% a i.°.s' .,• '''' A.�i k.t s a ..Y4./1dif{arr�. «7!„1:�5i-sSLrG Mid'7 �(Jp ' Y�-:11 I�., tr^'IRAQE `4. '.° �• w •r° +• "• .•.• �• 8"gi e.�f°' w. a '�°" 0 A°✓wn�a °, a{,•'`'..9. �..ea D t �'•'�t1°.. �� •, { �� (f® �t•�e F• , ..,.......,.. i &$' ♦ •o .••, .R '*�•)¢ tad's .8 . de• $Y• b>.a4 /^���®pip ,����q A " ♦p-je.OA•9ft{8V +a4W�lAY(%. AND t C7.�C/ SlYtlill f ^ M 'y� ,."4s ja$®�e'c"°•'M,a o° ��j,..�_�,.A.s s».b �':♦ pq ♦ � eA ff fp:. ♦. Jd•t+a.�! .�..h� \+a%•+°...-.,..,......�� •ys;• A a a • i .«� . A.'+•°$°t r i'• aj�sP .js �t SMA16WT AND NEAT 61 UK APP fiiilltpSi&e I RELA �l t/C CGlar'AC% 1C1' f - j�G w 8s" �WtiYe ��Y� st mow: tVEl� SRP1L7 90 =: I I i i� i\ _ .. i� i } �,°�i4,�1%' 1 RELAT°VF Ct1>titr�ACrtU;1 /0 9C PLACED N'+t NOE&W.4 fydS” Mid ONE FOOT LIFTS 1. AM. W.4WU AiIrWr 110 XUALL 'lrRS Ar A LOC40(W PRMMED BY ME COSAWER AS LOW AS IT ` UN01SWROW SOK W>H A.0 w.0 SrUDAR0 ( t . �'sE�E AE 7�1~f?NA rIYF, ,v.0 rr ,�r¢; 14 GA, CUA 10 COP'PE'R 2 $HALL a'E h" AL.L� VIC AIGHF OF WAY. 7W WA MR MPE • TO A®Alm 4 � G Mia �. = " =��; SEEVALD TAA t3a 110 �' uErRA� tAt� o�° PR�sra T' -w, Ac SURFACE WATER � QE'ir�ltt. IVl1, 1t?t? FOR APPR01� �9A��At� 6 i{1R. 'ftJPG LltV t s � f� i O �• ,�.. ..,,S A CROWD WA rte: ���y a� yyq,�. Pp p t�[q e e p,M� ; a tl' �♦�' � ' f e � a • Mryi dd eBidS�a. HA LS MWALSY S/iol - n77i , ,G a fit" x nI!!� r♦• :fy° .e°••.A •'. 20 "bf { ., . 5t MEIER SWAU NOT 8' LN A StWE CRE'AlrR 1NAN 10 PERCE ; �yy 1 A 8 j) �� pA dy��pC jj1 •,.w• ww. •""`•l .s••a,. ... 1 $,L $'. 2� .• ,. RV Y'1fe ®o �• dA.O w= .�'9 1l .'.f 1 1 " • !6. a a ,t .. MA rERIALS SEE Jx1:�tt ,•�'� t>G!? APP'fiUVFU nfAiERtALS »ITEar ...w.�......_.�._..�.M.._ ;'an��n,��,vr •fdU ._...�......___ ....__.� NOBS �F'�.lG� TION TitB1.E; _�...,,...,...? .....,,.". J.,n ,..,..,., s Z OCTAX N0 r0; zocAno,� eF�rA1_15 2 f4tla^f $LUCK .t'v� SE"i Mrft NO, IN 3� PL U0, WVAU W CRY BARREL RMRAN7'5^ r _ 14 0A. TRAC4W WE _ .,,..,....._,M.............._...,,._.,...._...,.......,....,�.__...•.....___..,._...._,._._._..._.�..; 5 Bh'; "AKµA4yAY s~30t, i5 31�3^X.3" is r.?Yi'JfVG S..FE 1r ;Pt/Y IN 1APP'tNG .SLEEW, BY ONE 80t.1 110Sf71 W 7 Tl,pPrNG VA4VE SEE JEFAIL W. 110 POR UActf.' GL'W.$ m 'o - MA TERIALS SEE SPECIFICA 77ONS FOR APPROVED MA 7ERIALS ITEM COMPONENT swAnv s12'g1compoNENr sur 4"t 64 & 8" 10" & 12" 1 WATER MAIN (2) No,4 BARSA 2 VALVE OOK * COWR - - j NIPPLE 2: BRASS 4 wo DI 4 RESILIENT WrOGE CATS' VALVE 2" 4" 5 NIPPLE 2-1 PVC, SCH 80 4-s C900 OR DI 6 90 ift. 2- PVC, SCH 80 4- DI -DI 90- 7 RISER 2 ". P K SCH 80 4" DI RISER 8 COUPLING, THREADED 2** P VC, SCH 80 SeCH e0__YPANlON wc wz aw 4", 9 ]-PLUG 2 "R P vc, 6 0 - 10 SERVICE SAODLE 2## 4#0 If MAIN END CAP 12 45 EL, BRASS 01 45' 0 lK (2) No,4 BARSA A�> mix. UNDISWRWO-- EARM NOTE: CLASS 11 CONCRETE B CONCRETE OCARINO AREA SHAD SE AGAWS r UAWAIRRED SOX. 2. ALL aws AND nmucs sHALL 8E CO ED AND mpw wrN PiAsuc. *RAP. Jo mit. JV j CONCRETE SHALL BE CLASS 0, 5-$ACK. MIN. CONCRETE VOLUMES PIPE 11-114* 22-112' 45* SIZE BEND BEND BEND DEARM AREA 12 1 CY J CY 6 CY 11-114* 22- t,45" 90 to" I CY 2 CY 4 CY CND SESPEW SZL ND SM 0.5 CY 1 2 CY i �Sf.' 1019 Ow 4 jr 0 r 'd L= .: ei.. r�Yl7V+,i r.----- _ - -__L _. __.;--,...^.c ' r k 1ik, Fi` W *RI•r � t t � ,. .. h .. :E7 1 I}, i JAa•�:.. r -.,. ..., _ .. h. 1 r.. 5 4 t ,7= �YiZ+1�' .... bi'SrYi ,^!;i ..... 1. .. ..... ..�. .. r ' K ... ... 3t .. -, .. . - .r..,.. .. r n . ... i k ,M '1ti'L. a . w• ... i. • - - ,. i .r r •u 1 . ,. ... .. F1. rjl .. R ....,. ., „ .. ,. .. ' . ...... ,, ... + l :.. .. . , ...... ..- .. . r f ,.I ai . - 1 u4 ,i- f Y.fer:l .r.f•. i s.:i1Mf.• vlr"^. :N.,a:rKl. 1rrMrrM �t�r� r."T mrf✓rw ' � ............��� �...•....... X11 , ... .�r� ., ....,, •��rt::.;. :... .. ,... .. 4 r ...—.++,..,.,..--�..;... �. r � 1 ° JrinnM � �� rrlrirwlt JM1r ;� r A y �x rrrrrr 1r..r�lt.l1 !b R lK; ur �:,- R ■:'1 1 r 11MMrM�1 .-. � rrrrrr rMlrlr r1r�Mrrr )rte t .: �rilll� I� _ s `�li "' . `�l'' " •� .I Y � MMM�M� a � Jrrrwrr rnw.r� NrrMrrrwrrrrr ,M ��I�iil ��� r' ... .1 ,� �:rrr �. � �� � �� ����� �� MMMMMM � ,��,,�,,, 1 �Irrwwwr r rwrrrn u '� '7 rrrrrrJM � MN�1 �iiwr�� �� �r ��rr��iii�ir� rrrrrrwrrlrlrrrrr��rrlrl�r ��rw�r�rrrrlt � � %iw� ar.�llr�rwwrrurrrl�rl�riwr r.r�wurwlrrrw � �'� t: ..; aM�IrMr� � �� �inM �������rrrwlr � 1 i . _ rrnw� I�IMtJrr/�� rrrr.lrr.�.�rr....r rw��r� rrrrrr�rrrrrJlJlJJrrrrrr ,� Ir�Mrrr rMrrMr .. R 1 �M r � �rrriwrwrw � ��'= �� �rr�� �11r�M�M�1�� �y � ��� � >�rlrMwM r� �rrr� �� !! � � M�� M; .. - � .,,�,, •-...w+��I�. 1��y��1 ' "'.l•+�".. ,. �' }rwrw�,1� � �"""^!!S!!l�M�J��JMMYIYwwI�'r...._ s Is ►r�� � ...._ � rrrMJrM ,� •. �' ,ir'�►' � ' MJJ�C � 1 �r r..+.•— �� •.� - >*nll�,�............ �r�� ��'1""i� u+.•."""��Jw~ •; �� .� � � ,,,, ... ... � � � II�N � � �� � ��� �� JrJJMrrwMMMMrrI �� rw■rwr ii ��rl" r wwiw � �� � ;' 11i; �� rrrl�tirrrr,M r�r rrrrr.�rN �i �J� � rr� JJrr 1�rrj � �� � IrMrI1MM wlwlw 3�j 1��NrIMrllMr�rN�� II��MAI�M 1� � ���M��. r � J�Ir � � �_ �[,/111/111 �� � .�� �� Y� �I�11� ,. �T � � �`�� 5 ;f /1 f J er, r ■r fit: Irr� r� •. ��� �. �� �� � ��� �,3.1/ lll�1(MMMrwN � �'�� "...""'"""'"'"*nrrw� F; },rM: � :�� %rr��MMI��� �Mr�rr� �� MMMT MMM�M��1�11� MIII�MIRI I�IM ������� ;,1 `N'' :' � � 1 _ �� M 'ry1M� .. :.,,,'"""""M _ r ,rel►:: �• , , Jr 1 Y r�11111wr ....... ... ... z. ";; MND / • •,....... ti1NI11.,,.T ' �1!`• s r, � ��� 11:: r rr j 111���MMMIrI�I � r� � � � r�.r�r��rl� 1 ��� � J, k , t•r; ','. 1� �� rrrrrr { wwrwr �� wry �� JrrMrllr rlf � ,i MM� .. �rrwrrr ���� � � ��� � �� � � � 1 r r ��_ r�yE � -��� � ®;;e1,:1i!`i 'f(j� � IPIPIIIIP11�11PI�R� � ��MM�M����� �•�� ��. � ��it AMM ��rJwlMrr �' � � � ���� �. � ` .. � � � ■IrMI/ �.. ��� �_ .'�����.���� �'T rrrrlrll JIJJJJJJJJ� � i��Jrlrrifiirii�� '�� � �M��IMrlrNll� ���� �� �r �r1NIMMMrr � �YC ��� � rrrrrwrlMrMrr�������� � �� ��� �� i��rrrrrrlrirr�ir�i�rlr�rw :, ;: rr11Mr� s ,. rrny Y rr rrII � If I -IMI ': .. M� rA verity �, �MMy MN1t YW�WY :� � �IAIA�MJPI!�� ._. !+•IMI � � � w�" w - — I�MN_�� r ,. . -..r r �rrnrlM rJMrIMr� JrrrrJrr uruMl� wnJrr� rrmMr�yMrrrlM JMrrMlwMlr�ly�t �Mllrrlrll tJMIrMM1 �N IIIr1rI1Mi■1■IMl.�rr•IlMrlrr�r IMMlwll � � � MJF � � ��w�" �"� �� ��� %IJw !� M�t���rf� � �� I��� �_ II� _ "�MwwMwr�i~�rJ�Miwlt rrlMMrr ■����.�zw�MtnMM�r..���rrrwr�IM ���I��I� rwlMllwMrMrrr irIMMrM �" �II�MryMlr•Mi ........,...,....... OII�NM�M1IrM111M'�11�1��111�1R�I�,�I�AM.. r .... ._ . rwwr/wirr��r✓ .. �e _ ` Mrrlr!�YAlllrrlrr!�III�M*�IIr4111J11�1�1! y ri1>LIMMMM�•, ; uMiMrwtrrrrrr� � <. o . •a '`�" ,i � � k � �. � ��:� 01 20'4r .Jr 40' Cn`t� IRA MaHrLnflj �v �'S �erviCe Alert 11 �`FREEL ►HF� 1-800 227-2600 MO vjrn.ci riro! p Y b>• r•�•.t.!• fywh✓4.r.,.e.;wYA DAYS ' '$Mm,HL'�fP; N •...•Y✓! ..i , ../. M1. IaM�IY�,M KJ I 1 ;' f r CURVETABLE r 1 TANGENT l 1" _ DESCRIPTION OF CHANGE 11 No. 37316 � Exp. 6--30-06 ATASCADERO, MUTUAL WATER COMPANY "DATE 'M {�f FOR M� N, ISSUANCE t �. i.. i CITY OF ATASCADERO 2 3 Ami WIN "I C900, WA TERLINE- CLASS� ' I a... ao N C> C6 9 O N r 0 N N 5 r - +.r A A C6 't7 c0 e- rA N Fhb. 0 , .. , - r t f P71 M,I:.L41 .. .r I t +l :{`. iAYC r1.'AM x.... r , ,.. :... ,. ,. . t : . + J J \•t W .. .. .' 'Yr 4 L 9 k 4. h..i.1'. . �.. .k) ly rl. . �. �". .. T. �P.7 t t ,... YK 1. .. .. ..,. .: . v r a. r J: ,a i F 4 .. fr t. . ••. r k r ... r:N. \. J.N i ...hn...k 5.. f ., dii .. f.. 7.a. .. ., r. ✓r .. .. ,. ..,.. ,.. ... f ,.. P . :. .... � H.. .. T�h .. .. ... .. .... ...... , .. ..,... ... ,.. .. - .. .- ..:. ., �. ,. ,._ , ,;. ,J . ... n,. •.', e . .. ...v .: w .r v a ce r . v F r � -1'r . ,,. ., y.. .. .r ,. ), . k Jt ..H _. lk9 . .r ',.(„ 1. ,. ,. ., , v r. .. .. ,r i Er ,... rfxri• 1 r. SH . t Y... \*C. c ... n4 J . r.. ' rw,w.r.n' ywwr�.y,..vv„Mnn:, rww.,iriA ,:,,.wwr.r.. � MMMIMMAMAI �J�IMAA�y .. ... ,.. .. ...... ,, • ..;'.. .. • '. J .. ... ,. ,. r: �■IA�III�111�1�>��1 .., ... -... .,. ... .... . .. ..... .. , .. - , r. ,r ":. .,. • _ .. ,:: .) .... > '.. "rA•,wwn. w•anrr,r. .t MfMM�lf�r•l AMAA� ■AM�MII ,. _. . ,., „ ,. , , • r.., r.. ..r.. .. _. _ :. .n,rTnwrwninir,•w.rn.,,•.+w..rw••r MMII�t 1A .. ,.. .. , , ... , .. .... {: t• ' d ri.,+,n•'wn•r �� �■�M .. r'..,. .-. a .r a . � #• ..: l ... rr, w ...., 3 r f., .. .. .. '. .",,.• : - .. ,,.....: ,.• .. _- r ,.. ., .. J . v i. :. • .. J r ... .oh r. M: 7t r.ro t) ,i a \r ,it R +l, 1 } . .. A lry k, .*t••... ..iv. ,K.r,... ..1. J. T: F. ).. t�lY.M .).. .. Z'.. Y.. W Y i. C,:::.,,,;,, � [��� � � �� � � /jNjNNM��~ :: ,.. :'v,U :r, ', 5.... f >•v. ..: .� .t ,. ,J. a. a .t>., a. : 1 wr. x ,_ ...a .. .. .W.. . f•.♦ t [. r. 1,,f .. 1 i, .�{ ,i A.. r} ,.�"'. ...1'+r .. �b%� , 5'. � ....�N ".. �.. :,•,„,„•.x...,,, � /� :r.. Y:. .. ..,..n ,Y.i..,6. .€ :.t V., ani' .l vrt,. ,r: i,:t7 .. ,, r + ... . rl i. .. '.... ,... .i. 7.. lr.... "t 1 d.:•.r..44.... .+ t fY.. .". 'k+:..:r:h v r,F. .S, :.�:. , Fti to :x.r � :r: r. F 1 :,'Jr[ry,. ;. ����� ;m.r. .f ,'L.' „ �.Y..,tr:,:.. .. t.. ... j �I� _� ���� �� A �;��•�•• � \_ rl M �� �wM� � `�' I MMNM �jj � MMNwMN� � ��� �■� 1��� j %� � - rAAi ���� /�. A MAlllllfl MMS � •�� �■ �� �� � ����� � M■I�M�M�14 � A� �. � ��. it �� �■Mwl■■r II■MI■11� I�M��� ��Mwf1 � �M�� r i=�■■It �l�jir :yrjj j�I r �I�A � Ln �iiy �~ .i.'7. , � r�A �t+ •-- C" ��- ,1Mn AAii a°r: �lr 11•% �' � �M .--•••'•-,.�'«, _.: .... '. ... ...... .. ,....., ... _ ., � Y's�w �j •,...... _ to ��� 'S.. �, IIMMMI ^"� ' °00 � MMAM ""'"'^ J ��� MA■1■M�� ■AIIAAIIA■ ��� ���� '�1�111/� ==��IIMMI�M■II�I� ii �IA�■ ��wr�� l�lAlr 1M�j,,f MIM■■M�AI����I�M���l�� �MMM�M�i� �� � � �� � I�� ���I■��� �� �� ■M� �� � �� %� 11��rii A�� � �M ; �■ � �AAM� IAM■■1 ���� M■Mw �� �� 1.%f 1:3 1 IMI�MMAM � �� � �� �� � ��MMI•�M� � M■■Mi ���MM■■! l■I■Ali � 111■11111 � IMMIIIA �MMMw ./ f - :7. 3 : it if � nr . wr ' av ar� i ���•� frii .�'r�.. � r1 r1'r►7�Ir .�A �Y ��".r � , X.,J� ar. " r .. r ai X'f ....._.. IIMA��r1A■A■11� � I �� 'I'I""""�„■ � ■�'MI,IMIIf �rrAMIrA •■11■ iii AI■M■rI �� rr■IIr■ .�� �■ .IIA.■Ar ..r■.���.LIMr �Irr�l■1■MI■� ,i Aliir■■Ii��I�MMw1 ��� �MfM� � rr � _ � ... A '�'. �M,. f! ���: v" AA� � " :w' ,:.: C ,�, IIC t �-- ' ,... ,,..,. , • .�►', """ l7. . _. �' ': ^'--^ a l;C .. , � x s' r. L ~ �� � � ��■A ..w.MA"�' �■■IN`-�11 MMAM MMMI MMS �� ��■ � � �M C wArA■IAr �MIAwRM■MMIM.��M�MMMII AAIAIAIr■ AAIIAArAr I �■ � �, ��111111��r � �� M� '�*"�"w�� � ��Mrt1■I� ' �� ' t � � ���4'� � �M�N � � �. � IMAM 1I'A R ��A,' M. M�■ M*��IwIM��MM� AAM[ �s �! � ��fi��w���M�r��11���11�■��III■AA■ ._� R..":alt �� ; -••-- -.. �wwA� l� OM1. � ... � S .... � M� yMMMN�I� +..........� _"rWwiN��� ==j :M�II � '. � _. �I`R•����� MMAM � � ������ iv �� M�� �■�Nf■■A�A� r �MMMMIA�� ,M�M� MMIIMM � *� � �� IIIMAMwA■�� w is : Y .r. <•, j ■IMIrM1■IIAII M■I■■■ � ��� r ,rn�wq ww....€:"""""".._.. *�... ,,,.•,o.wr� _ �'..; K ..... ;wllw '"` .... �M�i A � M�l '� Si r$ �MMIIII AA■IIIM ? A' � ' - MMIMMMRIIMI■MII IAMIAIAIArAIMM1 �� rrrrr■r11rIMIA I �� A� MMMT , __. _. ._.... _........ ..�.w....-,._ •��....,._ ! 1■IrA� MAMI■1 R■IMIIR ■I� r�M'"w"w'!�w .. ,,. �II�I� .rNlwilMltlj,r'�A■IM,_... ,..--.,,. ... .., ;� .. . � 't a , I, � - JD �+ dIr► ,, M� j,„. •`+' ��� �MM ■ � it jf■I■AM AAMAARIM ■ f� � MIIwNI M!j� ��■ � �����Mf �MMA�� �Y� � I� >i■M■11 ■� � AAAIMI e �.�: f S.. Ir■11AI11�A■A� �M�M� �': i M MAMAMI��� "��■I ��rrl■A■AII IIIAIgIMI �� � MAAtMM A■ w■M■f I.1■. �N■{ N■IIM� >MM!■ I ,�' �� � ■ISA M� ;a' ,,, �AAI■IAAAw1 :. L rte: 3 M�I� MINS M 11■AMM ■ II ■■A■A fIMIMIMA�l1f �����AM��� ti IAIrrIIM � � AAAI ;�� IAI■AM■MAIIAIAI '� M�MA� � �. � yr i � . li � ����N�� G k M� � M� "�1►, y� ' • ac � - '�� r, '" G �',: J i . All' j 111111 1 IN M _ •', " , yy11 ',s. is � '..' �r���� � A �. � Y'I �iiM■IMIIMA �M � � �;I �! 7; �:. IIAAI■IIIA III ■rArrM MMMT �MMIIIR � ■' �M■� ■�I �■A■rAIIIMAAIIIM MM■M ����AAiK� M■■� MA■IIrIIA■���r� � MIA■■r �� rlr11A■I iir �. � sir MMIJ�� •1• ��A' MM►.. ��'■ 1A� f�..r MAIIM■ �� ;1# ra �� � ., .. M���� A�■rM r i �MN��YY�� ■A�IAIIMwMM1 �■ �� _........ ...., ���� _ ._�.�9l1•I • .., : '":rwwww '. • , wr.�w..ww.M.w�+w.wwr�.ww�wr r � �� � � ��I�������� •;�, � ��.�1����M��AI C/r R�I■ I� f■IAI� A �R `rr�c �r i•V(*,r�' �':'rbr Ioc,+F)r'.'.. ra r..':i5 � , , <w;* >rrr n. ll. ;fix r r�i., p•S h•;�r� v,>%4' ,r �� I. P .A OOREET W%a LOT 1 1 LOT 1 A I II i s� �I NIA 1 TANGENT Ln C'1 1A LOT 144 LT 88 LOT 89 LT 90 LT 91 I. P .A OOREET W%a LOT 1 1 LOT 1 A I II i s� �I NIA 1 NMI 4UMMITAlowd TANGENT C'1 1A m .� LT 88 LOT 89 LT 90 LT 91 Ln to ' °00 co 1.%f 1:3 1 NMI 4UMMITAlowd TANGENT CD c SEE sHEET NO. I AMoN ROAD C� r r) 40 _ L u MAI MAP s CONSTRUCT 1 r® P V. C CLASS 1,50, 0,900, WA TERLINE. M/CTA/ / /A/ 'iDZ-A/,f NLJ ,bCD A A !►AII'% IICTAII Al— 4/Ie) rrr'G t !t M (L O A Ca IN N M int A S y!`` � Ile A • M A � � IM ,� IR Mt A ; '..,� � A / » w � r r a » Me • . ': ,M wr �. j. ': - � �. M Iti { r r � 's � . � r A y �.:. t1► » g., lop ► � ln. ' ;w � � M r A � 4 � M A �' � �k r r �. • wWI L AN ,� � w, �• A r Iw , ' � r • � 1 � * lr r ` w � k aw». . • i t x; � r- y � 11R. � Mw► M, Ile' ! ' � _' � r +'. w r •. Ilr '!; A...i a t � A ► .i A i- � .. a � � � 1 A � � r fle A 1 • n a Y; aft Not x: ! w` � ! er � �r »r� i 1 • t »• r A i •r �w r' A� i r A it � yh A .i. S; M �: , � ♦ A i' "�, i � is rr►• � y w! a a ` a A �. � � A .� �' 1. ' ♦ l '..� 1 , '�+' .1. � � 4. � ,. r � . f �, • i r:' � , �• a � w r 1, i 4 i. A Yrtr.:• i ' r. » r i DESCRIPTION • OF . p -4 W. all Lti"Llc lMPR0vE',..\.'l.pjl,-T LAIN w m EXISTING SANITARY SEWER IMPROVEMENTS PER PHASE I i1 Aa lirI� SCALE; 1" 200' PHASE amoomwmmm PHASE n SEE.R.. CONCIM TES i . ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH GRADE IN PAVED AREAS AND TO 688 ABOVE FINISH GRADE IN UNTRAVELED LANDSCAPED AREAS. 2. SANITARY SEWER PIPE SHALL DE PVC. PVC SHALL DE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL DE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS ASTM 3034. . SEWER MANHOLES, DROP MANHOLES, CLEAN—OUTS AND LATERALS SHALL DE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ATASCADERO STANDARD DRAWINGS #606, #607, #605, #603 RESPECTIVELY. 4. THE CONTRACTOR SHALL PROVIDE AS—BUILT INFORMATION AS TO EXACT LOCATION BY SEWER CENTERLINE STATION AND DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY CROSS THE EASEMENT OR STREET RIGHT—OF—WAY LINE AS WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR AS --BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED CLEARLY ON THE CURB FACE WITH A STAMPED eaS,a. 5. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE TRACT Nth SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER COMPACTION CERTIFICATION. 6. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE TELEVISED. I N M VICINITY MAP PRO TR 2025254 6-30-06 r. r � w „r .«. r � J s r a Wv`mll0DRlDGt 5 StWER t yh�y rKr%9.,�# 0EN'EON= I S at r ,. COVER rv,, INDEX & NOTES 1 FS 0 cc '91 ra r 2 a- d" a-- r— Cp Q t„v! CV <r-