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Home My WebLink About2005 - Santa Barbara Road and ECR y W , a r t IMPROVEME' NT REFERENCES e rti CONTRACTOR SHALL HAVE,A CORY OF THE LATEST VERSION OF THE FOLLOWING PUBLICATION ONSITE DURING CONSTRUCTION ACTIVITIES. THESE PUBLICATION ARE A PART OF THIS PLAN SET. --CITY OF ATASCADERO ENGINEERING DEPARMENT STANDARD SPECIFICATION & DRAWING.(MARCH '1992) dqmpm"%& 6� ELCAMINO —CALTRANS STANDARD PLANS FOR CONSTRUCTION OF = Im ANTA BARB RA ItOADE LOCAL STREET ROADS.(JULY 2002) —CALIFORNIA BUILDING CODE/ UNIFORM BUILDING CODE.(2001) —GREEN BOOK STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION.(2003) & SU 'PLEMENT(2004) LEGEND TRACT BOUNDARY � NOW ff 0 CALIFORNIA PROPERTY LINE —= -- /RIIGHT OF—WAYCITY A'I'A�'00�!i CAD —► ER '0� -CUR(ra BACK OF CURB GUTTER i SIDEWALK WATER MAIN - 8" W=•- - EXIST. WATER LINE -- ---8"-----� ---w—W- - «�• SANITARY SEWER --- --8" S SH # N EXIST. SAN. SEWER �'-•" �"-Be -° S--�^-- '� EXIST. STORM DRAIN 1. TITLE SHEET EXlsT. GAS - -- c - - c -�- - 2♦ NOTES/DETAILS b WATER VALVE 3. STREET SECTIONS 4--10. SURFACE PLAN EX. FIRE HYDRANT -- ----------- I UTILITY TRENCH P,Ph,CTV -�---- 11-13 UNDERGROUND UTILITY PLAN UTILITYtVICE sv - 14. TRAFFIC SIGNAL PLAN s 10 PROPOSED A/C PAVEMENT ° 15. CUERVO SD ROAD CONNECTION STREET LIGHT #--► PG&E BOX d EXISTING PG&E BOX s._ PG&E ELECTROLIER PAC BELL PEDESTAL !� 1 SSMH 1 ,'fEXISTING SSMH Q Q M E.R,4'uEff.LQP-Em*__ '`—... 6 E)OSTING SDMH a CEN HOMES MONUMENT Q 735 TANK FAR ROAD - SUITE 100 TOP OF CURB T.C. SAN LUIS OBISPO, CA 93401 FINISHED SURFACE FS k FAMISHED GRADE FG b (805) 548--0333 13 CENTERLINE CL PROPERTY LINE PL ChAL, ERGINE 1 RIGHT—OF—WAY ROW CANNON ASSOCIATES •� x GRADE BREAK GB 364 PACIFIC STREET BEGIN VERTICAL CURVE BVC SAN LUIS OBISPO, CA 93401 END VERTICAL CURVE EVC (805) 544--7407 " s FLOW LINE FL \ INVERT INV. a TO PASO ROBLES EARTHS S PACIFIC 4378 SANTA FE ROAD SAN LUIS OBISPO, CA 93401 {805) 544-3276 a BEEERENQE 12RAWNga -All TRACT 2626 GRADING AND STORM $ ?1 �� DRAIN PLANS BY CANNON ASSOCIATES 4�a 12 TRACT 2626 IMPROVEMENT PLANS BY CANNON ASSOCIATES STRUCTURAL CUL RT EXTENSION PLANS FOR EL CAMINO REAL BY CANNON ASSOCIATES SANTA BARBARA ROAD (INTERSECTION) z IMPROVEMENT PLANS BY CANNON 2 ASSOCIATES 6 U j � �� l ,�tl Iw �. 0 I 4t J �♦[ .,S r ". 4IG I I 1 7vl- %NTA ♦ �►� v co x KEY MAP E. TO SAN LUIS OBISPO 11 STREET SURFACE REFERENCE NUMBER ,� .. A FOUND STANDARD NGS 4" BRASS DISK STAMPED V 1450 1989 , ��, �� M,, t<y VICINITY MAP , IN THEWALKWAY OVER E IDLE OVER HIGHWAY 101 ON SANTA UNDERGROUND UTILITIES REFERENCE NUMBER : BARBARA ROAD AT THE SOUTHEAST CORNER OF THE BRIDGE. 2 � i at i C 64222 n 1 c �Y ° .65 FEET 28'5.493 METES U.S.G.S. NA ' 88 DATUMxP.r�� r7 ELEVATION 36 ELE C ) � c «. a f Qf I *A R I&Q—& - � d BEARI G 'IS BASED ON GPS DERIVED COORDINATES MEASURED IN JULY AND AUGUST OF 2002. THE BEARING BETWEEN O CALIFORNIA R V I S i N S e HIGHWAY COMMISSION MONUMENTS ALONG A LONG TANGENT �" Q f� ("� �w /� �` .� E:N G ! N E E R S SANTA� BAR�..7/""1RA RV�� V4 �'� �l'! �NO R1.�.�� STRETCH OF HIGHWAY 1®1 JUST NORTH OF SANTA BARBARA ROAD P A N N R s TA HEREON TO BE 7°03'47*W. S U R V E Y O R S NO. BY DATE DESCRIPTION ISS TED HE NOTE:CONTRACTOR SHALL HAVE A COPY OF AMWC SPECIFICA71ON A S O �R �� 364 Pactflc stmt t RJ9/16/05CtNVLIT. SEWER° ADDED F113ER MAIN REVISION •�- ->�91Son t( 9b 544 CA 9340( TI TLE SHEE0 AND DETAILS ON SITE DURING ALL CONSTRUCTION ACTIVITIES cep) �, !a 4 THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES 4 (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND CITYOF. ATASCADERO, CA. SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN „ CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED BY: Q THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS • 0UTILITYC� PANY A TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED THOMAS E. MARTIN R.C.E. 4222 EXP. 3-31-06 KLY. MAP BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE 7/7/05 CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR + ` DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: '- SCALE 1*--250' _, CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT C ATASCADERO MUTUAL ATER CO. DATE CONSTITUTES AGREEMENT.TO THESE TERMS AND CONDITIONS. CITY ENGI ER—STEVE KAHN, RCE 42350, EXP. 3-�ii DATE KD RJ TM 041046 N.T.S 1 OF 15 REAL D 0 VE REEK r� _..__ .._ _ -------- ------------------ ... -__ __.__.....p._.. _m...._.________ _ ..__.... _.. ._._ _. - .- ----------- _ __ W NOTES: 1. IN THE EVENT THAT THE EL CA INO REAL FRONTAGE IMPROVEMENTS 1/2" R. ASSOCIATED NTH THE 'DOVE CREEK PROJECT (AND SHOWN IN THIS, IMEEMLEMENT PLAbjS PLAN SET) P ECEED THE EL CAMINO REAL FRONTAGE IMPROVEMENTS 1/2" • EXPANSION JOINT 1. CONSTRUCT10N NOTES 11. GENERAL PIPELINE CONDITIONS ASSOCIATE® NTH THE SAN DIEGO CONDO PROJECT, THIS INTERIM FILLER A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IMPROVEMENT PLAN IS TO E USED. EXPANSION JOINT BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY a SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY -.dj 1--1/2 w w ANY CONSTRUCTION DME WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF 2. SEE SHEET 10 FOR CONSTRUCTION AND SIGNING AND STRIPING TES® s" z THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE NECESSITATED BY ACTUAL LOCATIONS. �� CONTRACTC�'t 5 AND/OR OWNER*S RISK AND EXPENSE. 1 2" R D. 18" E-- B. CiTY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL D U- 3" 3/4" RAD. w® EXPANSION JOINTS B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS CUT SHEETS TO CHECK GRADES PRiOR TO TRENCHING. o. AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY " 6" SHALL, IN ERVALSPLACED CITY ENGINEERING DEPARTMENT. WATER FACILITY IMPROVEMENTS SHALL CONFORM TO COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING 3 2.0 " AT EN INTFRVALS, ATASCADERO MUTUAL WATER CO STANDARDS AND SHALL BE SUBJECT TO APPROVAL -----.. 1/4 AT ENDS OF ALL CURB RETURNS, AND BY AMWC. NOTIFY AMWC A MINIMUM OF 2 WORKING DAYS IN ADVANCE OF EACH EXCAVATION AND SHALL VERIFY WHETHER OR NOT A •� ' 3 EACH SIDE OF DRIVE-- STAN OF CONSTRUCTION TO ALLOW FOR INSPECTION. REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT 14" 6" WAY 1/2" RAD. THE INTERVALS C. SOILS TESTS SHALL BE OOZE IN ACCORDANCE WITH CITY OF ATASCADERO UNDERGROUND ING ASERVI•CE ALERT USA 800-642-2444 BETWEEN EXPANSION ALL TESTS MUST BE DONE WITHIN 15 DAYS PACIFIC TELEPHONE CO. «-- MEMBER USA OR 805--5437868 JOINTS SHALL VARY STANDARDS AND SPECIFICATIONS. 1/2" 0 x 18" 4 - Y . y ,; ~' - TO ALLOW MATCHING PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION SOUTHERN CALIF. GAS CO.-- MEMBER USA OR St?5-964�-7821 �ry GREASED SMOOTH • - OF JOINTS ADJACENT AND SOURCE OF MATERIAL. PACIFIC GAS & ELEC. CO.- MEMBER USA OR 805-434-4429 Z ® DOWEL OR #4 EXISTING IMPROVE- w i ""� REBAR W/SLEEVE -'. , 5TRU�'iTURE.8;4CK ;ILF °; �, ;4 FALCON CABLE TELEVISION USA MENTs. D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL. PLACED (USA) 800--642--2444 rn AT ALL EXPANSION ' " AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE CiTY OF ATASCADERO 805-461-5035 z 14 z v JOINTS AND COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY ATASCADERO MUTUAL WATER CO. 805--466-2428 �jo+ ©+ . CONSTRUCTION JOINTS. ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. c� TYPE A D. PIPELINES SITE HAVE BEEN BRA TAo R THE ROADWAYS AND 4n wE. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95X IN �6 E ��' � THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT '® Room �" so= Sam ..� N_QTE BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE III. EMERGENCY ACCESS SHALL BE COMPACTED TO 9OX RELATIVE COMPACTION. INET C K P 'CITY (1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. A. IN THE EVENT THAT PROJECT TRU CONTINUES CONSTRUCTION ON UES ,.;.,.,.•... ..,,' •• w.� wr.,r.. ..�. ._. A FI P T N TAT TAN P ,. _ ...,.w. 2 STRUCTURE B CK LL ER SEC 10 19- 3.06 S E S DARO S ECS. RI N M TH A ) DU G WET TE ON S THE ONTR CTQR SHA AK � C M ,4 :; -x -.::trot• . 4 �vL e .,.,.. 7 +28.59 19 REGISTERED CIVIL ENGINEER MUS CERTIFY THAT THE IMPROVEMENTS, WHEN EVERY EFFORT TO MAINTAIN G?R WINTERIZE TH R F .>�:< ,•,�' : t': :.Y .'.. •�..,, EE OARS FOR !. f P C F COMPLETED, ARE IN CONFORMANCE WITH THE APR PLANS PRIOR T CNR CE :> . E P OVER LAS R OR 0 THE T MEN CURING METHOD' -�:��;•.:;.:•.._'..::•.• AVE C G E D '!Od :........::...:.,.:,.. ;.. ..: :, . ..;:'.. T. PA ENT EMERGENCY VEHICLES. ::.:. ..,. .:a ........ .. ,.,....,:..... .. .:,....,.,..,.. .,t: .,,., = •.:a=<=' INSPECTION. RECORD DRAWINGS ARE T PREPARED R �ry T P s f1 P 1 B RE ROTECTICNN S 0 BE ROM D PRIOR TO _ TI DE _ => ' CONSTRUC N P THE VI R CERTIFYING S COMPLETED. R '` ...�...w...�.Y_, .....�, ...� T PROVISIONS F TI STANDARD SPECIFICATIONS. ATIO S. Chi LE D. E CI L ENGINES CE Ta G THE :`:.. . HE R N 0 SECTION T A S E C ._,... O SOS S C N 90--? OF HE STATE S w.ydw4eMu'n"''' •3 5 .., ,,.,..,.r.•v:.+,,i'r.'4 : ate," :,'..'`'.w^?r. •:''. ` .�.,.. :;.•,!. <..,..+,••}•.,:'.:.. ,.:n:,,..:: ....:5...: ,s ..........:..r: -.....:...... w .•..• •:, ....'.,:.:.;,..••.... ,.,.:.';...:::. :...:..:...-.•:.:.:...:...... .:....:.... rr:,. TING IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SH E PRESENT CONSTRUCTION O ANY BUILDINGS PER THE LATEST EDITION • ..,.. ,.•:.:.,, Y ,::..;:.:.: :.:,,.,. `:. EXISTING CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. ALL B RESE WHEN 1 . NG WI THE FINAL INSPECTION 1 D I M _, ,.0':r�: :`•, :;'.:.- STRIPING 80 CTION S MADE..1 +O 0 N F R OF E M C REQUIRES T THE UNIFORM OR FIE ODE WHICH RE RE THAT WATER +00 TC QU 0 _. :- a _... w. MAINS AND HYDRANTS SHALL BE OPERABLE AND TESTED. '! G. AN EFFORT HAS BEEN MADE TO DEFINE THE L�aT1�! OF UNDERtOUND M14 _ 1 ,. ,�,..,w M. � ..�•. a) _ � STING CL STRIPING MEDIAN CFACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND AN ACCESS ROAD WITH 6 OF AGGREGATE BAS ROCK WITH N 1 OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR A MINIMUM WIDTH 24 FOR FIRE TRUCKS"MUST BE KEPT N.T.S. LOCATION WHERE SHOWN iS APPROXIMATE, THE CONSTRUCTION CONTRACTOR OPEN AT ALL TiMES. A PORTION OR SECTION OF WATER �m v �z v ! OD 8 + AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LINES MAY BE PUT INTO OPERATION .FOR FIRE PROTECTION. -9 4fZ:z -� --� µMQ' LOCATING Cit HAVING LOCATED ALL UNDERGROUND UTILiTtES AND OTHER P POW FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. IV. ATASCADERO MUTUAL WATER COMPANY c o � ---w- �� (AMWC) � , H. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF WATER CONSTRUCTION NOTES �``� ��g� 0 40 80 CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-�-642�-2444 TWO TO TEN DAYS PRIOR TO THE 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED iN { START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY 1 INCH = 40 FEET UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE (AMWC) STANDARDS AND POLICIES AND THE STANDARD PRESENT DURING EXCAVATION, SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ""LA&EL'. C AM'I N"O REAL,—, FP I. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION STANDARD SPECIFICATIONS, DETAILS AND NOTES AND THE NOTES (STA 51.. A }- CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF AND DETAILS SHOWN ON THESE PLANS, THE AMWC STANDARD CONSTRUCTION. SPECIFICATIONS, DETAILS AND NATES SHALL PREVAIL. J. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN ATASCADERO MUTUAL WATER COMPANY STANDARDS AND THE PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT LATEST EDITION. 950 950 THE CONTRACTOR TO DEVIATIONS IN THE WORK FROII! THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN SATISFACTION OF THE INSPECTOR. CONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH AND SAFETY CODE. ' K. THE CONSTRUCTION CONTRACTOR MALL MAINTAIN A CURRENT, COMPLETE, AND F" Z - ACCURATE RECORD O ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS 5. WATER MAINS'AND APPURTENANCES SHALL BE CONSTRUCTED IN ' PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING CONFORMANCE WITH THE PROVISIONS IN SECTION 306, THE ENGINEER WITH A BASiS FOR RECORD DRAWINGS. NO CHANGES SHALL BE UNDERGROUND CONDUIT CONSTRUCTION, OF THE STANDARD THE TIONS FOR PUBLIC TION, LA � MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND SPECIFICATIONS U8LI WORKS CONSTRUCTION, TEST '... ......::... _..... a. . ,. _.. ..,....,....,,..,. DESIGN ENGINEER. ITION. ........ 1TRANS. Lw THE STRUCTURAL SECTIO SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN J R-VALUE OF EXISTING SAIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY TESTING CONFORMANCE P NES OF THE STANDARD SPECIFICATIONS FOR ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. - 08 PUBLIC WORKS CONSTRUCTION,. LATEST EDITION. ALL SERVICES, M. ALL FRESH CUT AND FILL SLOPES SH PRM WITH FIRE HYDRANTS, VALVES, BLOW—OFFS, AIR-VACS AND OTHER { ALL BE PROVIDED TH A METHOD OF APPURTENANCES SHALL BE INSTALLED PRIOR TO PRESSURE + EROSION CONTRO,. APPROVED BY THE CITY ENGINEERING DEPARTMENT PRiOR TO TESTING THE WATER LL B n Lj In: FINAL iNSPECTtON. '� 7 . TRENCHES SHALL BE RESURFACED iN CONFORMANCE WITH CITY 0) roll N. ALL UTILITY RELOCATIONS AND/CHR ALTERATIONS SHALL BE THE SOLE OF ATASCADERO STANDARDS AND THE PROVISIONS IN SECTION ui RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE, 306--1.5. TRENCH RESURFACING, OF THE STANDARD T OF DIKE SPECIFICATIONS FOR PUBLIC WORKS RKS CONSTRUCTION INCLUDING . (LEFT 0. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR TEMPORARY SURFACING. GRADE HE SHALLBRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGNV + ENGINEER AND THE CiTY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SQ, 8. WATER MAINS AND APPURTENANCES SHALL BE DiSINFECTEO IN �. a THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR'IN THE GRADE AND CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION .._. ..... . _ _..„ NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. STANDARD C651, DISINFECTING WATER MAINS. NO CONNECTIONS °T TO EXISTING WATER MAINS WILL BE PERMITTED UNTiL THE NEW ( SIDE} P. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY WATER MAiN t5 SUCCESSFULLY TESTED AND DISINFECTED. ': STANDARDS AND SPECIFiCA71NNS TO REVEAL A COMPETENT STRUCTURAL SECTION LL. AND NEW PAVING SHALL BE JCONED AT THIS POINT. THE STRUCTURAL SECTION 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT .-, SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE LEAST 48 HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE •n = PLAC:EMENT OF BASE. A DISRUPTION OF WATER SERVICE. NO DISRUPTION OF WATER SERVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR Ljj rte' Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED HOLIDAYS: CONSTRUCTION PRACTICES TIME CONTRACTOR SHALL BE REQUIRED TO ASSUME: SOLE w:.......... .. _...........:... ......,........_ _.. 93O 10. DAT CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDE g AND COMPLETE RESPONSIBILITY FOR THE CONDiTION OF THE JCB SiTE DURING ALL VERTICAL BENDS, AT THE END tN" INCLUDING THE SAFETY CN° HORIZONTAL BENDS, <t THE COURSE CN' CONSTRUCTION FOR THIS PROJECT, PLUGGED MAiNS, BEHIND TEES AND BEHIND FIRE HYDRANTS. = ALL PERSONS AND PROPERTY, AND THAT THIS REQUiREMENT SHALL BE MADE TO r: APPLY CONTINUOUSLY'AND NOT BE UNITED TO NORMAL WORKING HOURS. THE 11. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD HARMLESS THE LEAST 24 HOURSPRIGNR TO STARTING ANY WORK ON THE WATER CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL �- LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE, PERFORMANCE OF WORK DISTRIBUTION FACILITIES. o NOTE: F INTERIM, IMPROVEMENT CMI THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE GN:' THE 12. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION PLAN, -..SHEET...NO...:2'.........:..._....,. ... ...,.............,..,..,....... ...;..:._:..._.........,.,,.... PROFESSIONAL OF SEEFACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL ATASCADER0 MUTUAL WATER COMPANY. TR R. CONTRO.. SHALL BE tN ACCORDANCE WITH THE CONTRACTOR SHALL MAINTAIN TWO—WAY CURRENT CALTRANS MANUAL FOR w- TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET ORDISTRIBUTION FACILITIES WITHOUT 13. NO CONSTRUCTION SHALL BE STARTED ON THE WATER LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND ATASCADERO MUTUAL WATER COMPANY. APPROVEDATASCADERO MUTUAL uj GRANTED BY THE CITY ENGINEERING DEPARTMENT. WATER COMPANY WILL NOT INSPECT THE WORK WITHOUT ® APPROVED PLANS. CONSTRUCTION PERFORMED WITHOUT ® PROPQSkD / EXISTING APPROVED PLANS AND WITHOUT INSPECTION BY ATASCADERO SA , T ADE �; 'nF a � MUTUAL WATER MAY NOT BE ACCEPTED to 920920 , Z.. ® a� ori -' :N`-•, t� 14. ASBESTOS CEMENT (AC} PIPE IS PRESENT IN THE AMWC SYSTEM AND MAY BE ENCOUNTERED BY THE CONTRACTOR IT SHALL BE �q�p THE CONTRACTORS SOLE RESPONSIBILITY TO HANDLE, MODIFY, �-gug o .,- . M�� /y�y @1� yam..+ � r ISM V�. + 'iW Y`i ,tt ,.• w,;..•' U 's a ', y DEMOLISH, REMOVE, HAUL AND DISPOSE OF AC PIPE IN .�-f y~ --w-- CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS ``i ✓ INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR -' f.-� f � '�t ASBESTOS—CONTAINING MATERIALS. -. co L9 ....., w: • w 1 }f �" �' w ',� C XP.6130;u7 rte- �..✓ .� C d fes. OF v 91 O �..ca,........s.. _,�.......: ;, -'.:� = APPROXIMATE 910 '� L ATI STIN 12 A •,.. ,., . . • :.LINE.:. TRXCT . ...."T ...'�iEIRtFY.n..:L A ,.,PRI. TQ.............._..:..., 0 N S G S SANTA BARBARA ROAD & EL CAMINO REAL ° f . STRUC71 D NOTIFY GNE Y P L A N N E R S N0. BY DATE DESCRIPTION C� 9°'► �o r r � �� U R VEY0RSDl EP CIES. 5 S (C) 'C 0 A.�. E=on . `� 19/16/05CCNNDUiT SEINER'MAIN REVISIONS ADOW Me 364 Pacific Street t RJ . a r San is Obib44 CA s34ot NOTES/DETAILS •¢, � y.�„...:.,�""•�,^;`;� " (805)544'-7407 to THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES ted." ,..- ._.-::�-��'''�•�;��.�;v� • - � CITY OE ATAZ:iCADERCA (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND ' SHALL. REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY p 78+ 79+00 81+00 MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN Aj CONNECTION ONLY WiTH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED Y. THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS a ' E L-P R F1 LE EL CAM"IN0% Row' TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED ' a .Eo L V T. 1" • BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE THOMAS E. MARTIN R.C.E. 64 2 EXP. 3-31.06 7/7/05 A ® CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR s DESIGNED BY. DRAWN BY. CHECKED BY. JOB NUMBER SCALE: SHEET: CONSTITUTES ACCEPTANCE OF TOHTHESE i TERMS VERY O AND I CONDITIONS. CITY ENGINEER--STEVE KAHN RCE 42350 EXP. 3--31--06 DATE KD RJ TM g4'I046 SCALE 2 of 15 .n. ..................... -. _ _._ ___- .._. _ __ ------_ m __. ___._,___._ _ _.__.w__-.___..__...__ r_m.___ __._. V__.. -____.___ . _.._,._mn m n _.- PROPOSED PD PROPOSED R/W R R EX. R/W EX. R/W EX. R/W 100° • 34' 106' 15' 29' 160f 34'+ ! . 9 t�, SHOULDER ! 13' 45' 16' 34' *4~ TYPE B A C 5 17 17 VARIES 6 / - - r a r , t 2' SAWCUT 5 8 41 4 ! 2 XIs71NG AC ! 2 0 XISTING AC *4 TYPE 8 A/C '� ! :: :...::� �� XISTING GROUND 4" E B A C 2.0 O 1r• *4 -x� '-' � XISTING GROUND � -. - . .: �; fir,. •�,�✓�,•. 77-7i 11-- a..t a:• L.A.;.'>,' 4 :F.. _ ;;.;.., :.�- ,`f� �- yy 8~ CLASS 11 AGG ��so CITY •as w•. a. • ,.c, i.. .•/. � l�.;''1� �'b'-w^-`C•_*._ *1 VV 47ti7s ®Am�w \• 4" 47 PER V9T N •,,, x :may. ',' .y d i _+w y".,.`;,F'...+:\."` -r-.r,. OF ATASCAD 0 ;, ;.:. _a•?� .; m 4 S/W PER CITY OR ARDSG E ED / `'` ✓ �w a LANDSCAPE H AP M HAN SM. DWG. 419 *18" SS 11 AGO. B 18~ A OF ATASGAOERO *18~ CLASS II AGG. BASE PER OTHERS SEPARATE SUMITAL ( •)* IIsm• DWG. 419 MEDIAN CURB PER EL t;AMI�IC� REAL (TYP.) DETAIL ON SHEET 2 6~ CURB & GUTTER PER ITY OF ATASCADER0 SID. 6* CURB & GUTTER PER 6~ CURB do GUTTER PER Cs" 60*0M Ta1AMIM CITY ATASC ER0 STD. CITY OF ATASCADERO STD: N.T.S. DWG. 416«- E A (TYP. DWG. 418-TYPE A (TYP.) DWG. 418-TYPE A (TYP.) • � SEE PLANS FOR LOCATION OF CONTIGUOUS/lCONTIGUOUIS SIDEWALKS a . EL CAN REAL RAD PROPOSED8 A NftmTA B&ARBARA ROAD R/W 9",fatm 3m,MU EXISTING N.T.S. R/W PROPOSED N.T.S. EX. R/W R/W PROPOSEDRPROPOSED 113' 20' 4! _1 -3!_ l VARIES 16' 2$' ! 10' 37' 4' 12' 16' 34' i 1 a a 5' S' ! 12't 12'* I SHOULDER *4" TYPE B A/C 2.0 x *` XISTING AC EXIST. PVMT. t 5' 6' 17' 17' VARIES ' = `" EAST. PVMT. :.: =s= y;; i .• 2' SAWCUT —EY GROUND 2 SAWCUT ,� - VARIES! VARIES �„ t * C S/W PER CITY �, LANDSCAPE HARDSCAPE MEDIAN �'` `•5� � ��.•r, 5% 4 TYPE 8 A/C 22 0 -%~ 2------,. *4 E B A/C OF ATASCAOER® 18 CLASS it AGG. BASE � �;T` F f:�o :�,;'' : <:• `- _ f. ;.- s=''= - ~'.�.':.-•pt• STD. DWG. 419 PER OTHERS SEPARATE SUMITAL o _ EXISTING PAVEMENTMEDIAN CURB PER 4~ S PER CITY M • w r,=. a Y +; .e. .. •_. MID.) DETAIL �! SHEET 2 * ~ �` GROUND (TYP.) OF ATASC ERO ;'a, =f°'' �= 4..•. 4= h ?' E 6 CURB dt GUTTER PER 4 TYPE B A.C.A•C. (TYP.) * CLASS II AGG . DWG. 419 '.► CITY OF ATASCADERO STD. (TYP.) •� BASE TYP GRADE TO MATCH EXIST. (TYP.)* 8 CL 11 AGG. B 18 CaL 11 AGG. BASE DWG. 418—TYPE A (TYP.) CONCRETE DITCH GROUND (2:1 MAX) EL CA INO REAL ROAD PER DOVE CREEK 6~ CURB dt GUTTER PER 1 6" CURB & PER SANTA BARBARA ROAD GRADING PLANS CITY OF ATASC 0 STD. as , r CITY AT ERO STD. gn�'w. Q) 4 AC/TYPE B - DWG. 415— E A (TYP. E A ( .) N.T.S. ��, TQ �'�� t ` 1 cr PR R/W o N.T.S. EX. R/W PROPOSED PROPOSED 113' R R/W N.T.S. ! 10' 37' 16' 16' 34' e a w 11 a r o �..,. ..�., .� 4-t °t`�P ~ XtSTING Ac *4 TYPE B A/C 2.0 x .: a a r r SHOULDER! s.,4 ` ,. ,i.. r4.. ;•. s. �,... j 5 6 23 23 VARIES STING GROUND 4" S/W PER CITY `:_. .: LANDSCAPE OR HARDSCAPE MEDIAN ` ��`��"�;;•��^ *4� TYPE BAC 2.0 2.0 * ~ OF ATASCADERO *18~ CLASS II AGG. BASE PER OTHERS SEPARATE SUMITAL MANE B A/C STD. DWG. 419 MEDIAN CURB PER •1 •f••'1°- •'• ' (TYP.) DETAIL ON MEET 2 S PER CITY •` v 6" CURB & GUTTER PER ATASC O ®_ `•�... .. .,:. . ®. �� CITY OF ATASCADERO STD aTD. DWG. °_ ..`".�"" ' * 18 CLASS 11 AGG.( .) ~ II AcG. 8 DWG. 41s�-T�rPE A (Trr�.) 1�1� A�N1111C� REAL RC��1 6* RB dt R •R 6~ CURB de P N.T.S. GID G. 1—TYPE A ADER( STD CITY OF AT ERO PROPOSED R R/W D DWG. 418—TYPE A (TYP.) EX. R/W SANTA BARBARA ROAD • a T �' T 1(?8' N.T.l ! 13' 45' 16' 34' PR 5' 8' 29' 16' R PR/W® 4~ TYPE B A/C 2.0 x _ XISTING AC �. --- , N OTE: XISTING GROUND *PRELIMINARY STRUCTURAL SECTION TO BE BASED \`✓ ON A T.1 VALUE OF 9.0 AND AN 'R'—VALUE OF 21 *`p!`'''�`'\.��.•• "fir ; 11 B3' '` '` "'r= -FINAL STRUCTURAL SECTION TO BE DETERMINE IN 4~ S PER CITY °. LANDSCAPE OR HARDSCAPE MEDIAN °f�5 , , , OF *1 PER OTHERS SEPARATE SUMITAL FIELD BY SOILS ENGINEER. SHtKlLDER! ASCAOERO. 8 CLASS It AGG. BASE ® 5' 6' 25' � ° VARIES STD. DWG. 419 MEDIAN CURB PER MID.) DETAIL ON SHEET 2 6" CURB & GUTTER PER 2.® x Z0 x CITY ATASCADERO STD. EL CAMINO REAL ROAD *4~ TYPE 8 A/G ..,.-.'---•-' s.• .a;. .; !,- ---•---•--- *4" TYPE B A/C d r • :.-._.: DWG. 418—TYPE A (TYP.) .•,a• .w• •*' N.T.S. W/ :s ..a•!.a .L.... o • '� 4~ S PER CITY ,; •.-- ATA O *18°'•CLA 11 AGG. BASE 1 ~ 11 AGG. BASE STD. 0 . 419 EX. R/W ® ( °) 6* CURB & PER is CITY OF ATA RO STD. 6* CURB & GUTTER PER DWG. 418—TYPE A (TYP.) CITY OF ATASC ER0 STD. 109' ® DWG. 418-TYPE A (TYP.) ! 10' 48' 4' 16' 34° .08 MIN wi SANTA BARBARA ROAD5' 5' 0 *4" TYPE B A/C 2®0 x d• XISTING AC N.T.S. -,��SY. 4 V • . , fi ® a. .r • ` #� STING MOUND W PROPOSED 4" S PER CITY 2`' LANDSCAPE OR HARDSCAPE MEDIAN R/W PROPOSED PER OTHERS SEPARATE SUMITAL U SCADERO R/W ISTD.aDWG. 9 *18~ CLASS 11 AGG. BASE MEDIAN CURB PER (TYP.) DETAIL CIV SHEET 2 oFES o 11' 65' 6" CURB 6. GUTTER PER �;� �,S E. CITY OF ATASCADERO STD° r a r DWG. 418—TYPE A (TYP.) EL CAMINO REAL ROAD 5° 6' 23 42 SHOULDER ��'rw. slifssssTO sT ' m vaRlEs EXp s of N.T.S. �. o *4" E 8 ASC 2,0-% o+ 2.0 x * ~ sr, �� Gist 1�- a..:. :. 4 E B A/C OFC Nil i 4" S PER CITY ` ,a• �` t S I N S __� .► € NGitdEERS * ~ •' M. A N R S SANTA BARBARA ROAD & EL, CAMIN:O REAL. ATASC R0 18 11 A . ®ASE 18~ CLASS It A : BASE `�✓- - SURVEYORS NO. BY DATE DESCRIPTION � . D • 419 ADDED RUER � 5 `� �' 'C 0 A-_� i� `��•` 364 Pacifla Street 1 RJ 9/16/0 WC REVIS • (TYP.) San Luis Obispo,CA 93401 UIT SEWER MAIN REVISIONS STREET SECTION 6~ CURB do GU ( �s44-'�.w7 CITY OF ATASC RO STD. " THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES ,.- 6 CURB & GUTTER PER 0 . 418 E A -(TYP.) CITY ATASCADERO STD• 0 DWG. 418 -TYPE A (TYP.) (C A) AS AN THE PROPERTYPROFESSIONAL SERVICE AND CITY OF ATAZ03CADERO, CA SHALL REMAINIE 0 CA. THE RECIPIENT MAY "_ ® MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN lit SANTA BARBARA ROADCONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEP 8 C3IN THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS • ® _ ' TO CA INSTRUMENTS OF PROFESSIONAL, SERVICE INTRODUCED ;=. N.T.S. BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE THOMAS E. MARTIN R.C.E. 94122 EXP. 3-•-31-06 '�/'�/05 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 CONSEQUENCES WHICH A NEITHER PREDICT NOR �► ^''� CONSTITUTES AGREEMENT&I CONTROL. ACCEPTANCE O TOHTHESEI TERMS ANDVERY OF CONDITIONS.. 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'rtt':,ii. - �.., PAR P TABLE A 4 `��:'� PARABOLIC FLARE E CALTRANS BLE 405. . .14• •��v.r� INSTALL MP p k'� e+ ALL TE aRA Y BARRICADE ER CiTY OF 1111 F---,.. :.... �1111.. "�• ... •..... 1111 '. v � .,;;.:11:11,,�..,...,r.%.. .v;,�i , 1111 1111., 1111 1111 .. ,� v ' . .:.%�i..>•��.•:;:. 1111�... �., .r 11:11: ,...r,•:s.:>,. :11::`11. .. ., r.,, r 1111,. '�M :�J r .,:1111 ,. ...r...•.... ,.w�, +Fyya.�.. y n..:e..M1,•111'1 1111, e+.111:1 ..1 .i`,"„,^.?".t. ;..: 1111 (..'�. . iu.,n"• •\:'.. .. J ,. ^K` :, s,. .. :.1111. ........ .. .. ..1111. .., .':!' .r: �r.✓.� `.;��:' :.�. Y �.,: �,u., ...1111:•):.. ':I,:.`11!11 i ,. .. tee.:.�•. ... „ung• .. ./,• �•.,''%.+" • ... .: 1111... S.. ..r / ./ t t < n 1111,.. .f ;' -'�,"'r- {,�, 9 .. .. .. 1111 ...,,.. .. .. 1111 i .... ) ,,Y, .�.:,. 111:1,.,:. .,•- ,} .. .-. .. ..., 1111: .. 11:11 ... .: r..•-. .yen Ll.� T N . :�- -.H .��'` �.-� A ASCADERO S ANDARD RAWI G NO. 4 :., ,� D 28 r. ..,...., 1 �� :�..�-�.-�.�:......,...•,_.,.... . .f.. �, ,,;::>�': - ,... ,. .. .. i ,. .. � .. .. .. :.. ... .. ... :.. 1111.,. 's-�v%�.:.:-- .. ... .., 1:111 .. .. .. F✓ ,.. 1111 ., o ,:e.... 1111 .•, a:.r::: 1111.:. 1111,,. �: 111+1 •u. .:�.. .. ... ,. .. ... .i. .,,. . 1111 ..�..,..,;,_ .. 1111...: :. . �:r:.. .., r... .n,. 1111,..r. • ry .. .. 1111. � 1111. ::.�.:• � 1111. �.ti,�},•. :1111,.,:'.. p, tvj ... � .. ..:.. ,.... _. l.. .. G.. _ ,. ,. 1111 ....,"; .1111 .. ... ...r .. .. .. ... .. .. ... 1111 .• ��-, .. 1111 P T U<. ., ..:, 1111. .. 1111 ,.,. , ,. 11:11 :;.. ,. .. . ., . .<: 11;11 ... - . :..� a�:� �. CI•IANNEUZlNG LINE ER GALTRANS OE All. 38A. . . . .. 1111. 1111. :1111,... . �. . .. <.;",. 1111:.<:,...: 11 :11;., �,.:;,:,,;..,._:,;,..:::i. �;�.. ::� ..._... .:,...,.,::�,..,4,.,:. . ..1111.. 1111: 1111 ,,� �_ 1111;. , 7 .,. r 1111. 1111 1111„ „-, �'. : ... .. ... .. ...: .. 1111 ,. t: m ,. ..,. _. ..., ..<.. ... ,•. .- �1111 ..� :.v•. f. . .. .. .. ._ 1111 ,. ., ., .,. „) :;z�' 'r a' 1111 ... .. .: �. .. n .. x .. .. .. : .,. 1111, .. ,. .. ., t c- 1111 .. ... r ,. ... .. .. �. ... 1111 ... .. .� .,✓ t.. ✓ f .. , .. .. .. � ... '. 1111�w , .N ... nf;�l .. .. .. .. 1111 .. .. � .. .. .!.. 4� .,i�••,:.i.. r .v .. 1111 .. .. .. .. ,l. ,n -.>.'�' 1111 .. .. .t ... .. �: .: ,. ., .. ., R. .'lam"�<?.::,';H .`rt:... 111:1.:. �, .._ �. ........:. ...;1111. .,...� „ w�:�s.�. .2. ,. ... > �. ... :. 11:11 .. ,.�_. .• ,,�..; !'`.' ::.;•• "•'+^yam , 7 1i� ,.>... , ....a�. .. .... - .. ,2 1111 ,. .a.,. , .. ..... , .. . .... 1111•♦ ,... t .: !.. 7 1-F. fiv .(._ \. .: : 4 1111 ...i, '. ... ... 'il�.,r, 1111 .. ,. ... .. �.+'+s4.,' .J ... v. . I : _ .. , r. _ ! :� \ • , F �..... 1111: . 5• \.: �- ..l� .. ... �. .. r.. .. .. � . ..v .. ,1111 i .. ..>._ .. �. r l v .. ... ., .. ,. .. .. ., .. 1111.. P•(•":":: - , .. 1:111, •.. . . :1.111 . : . ,✓......,. ,.,.. RELOCATE xls�nN P P a .. . �. ..� ,F _ :., ,. . , ,_ ., . . ,; ,. � �� OWER tX„E AND GUY WIRE.. P , ::.'.:�.:.•....... ,,,::,.... ... ,,. 1111 �. '�. ,.� ,:. ,. .. � � � �- ELt3C TEE G wswir.rn ... ... _ r .� _ .. ,� .. ,, .� .- F 4, . ,.., .. .. .. v.. _x.,l, :.?1+111., t .. . .. ., .. ... .. .. ., .. „1111 :. , t ,. ... .. ¢ .. .r 1111 ,. 1111. t.. .r .+.�,'----xf'"•^=.�":1'11'1'.:', <_ r^ . � .. 1111. !. .� K ., S„ � a,.. .,..... .. .�. .1. .r r. .. .. ...,,n 1111 .. .,�, ... 1111 ;..•<: ... • .. !- n.• .,. 1111 .. ,. r.i 1111 2 e,� .._ .. 1:111 .✓.K.. .,., , A . � ... 1111•.il. .' t .... :.♦' ,.. .. 1111 .. � ... .. ,.:... ."�..,1111 ", 9 _ .. , , ... .. <„ .. r ... .. 1111 _ ..._ ., .. 41 0 : ,. .. � • - h. .. ,. � 1111 1111 .. ..a ..� <. .,. ... ,. .,r;•;�..•''111;1"�;, ... ..H. r2.f.. ,. .. r. .. � .. r. 1111.. 7 : .. .a. t. .• . Y; .. .. ;.., . .. , .. 1111 ". ^- �. .. r r.. ,a a 111:1.. , . .! ,.� .! ... 1111. .. . r > 1111 .. :.. .... .,•.:,w•,".. .. �, ."^^,r'b=�'''•. .�T„ ,. .,. .. ,. .,n 1111 ..:< .. 1111. , .�, .. .. ..„ .r, '.�, "3' k"!,+. r a : .. ,. .,s a �.. :. 1111:. , .. .. ,-.'r••.,..w .�_ 111:1. .. ., . . �. ., _ . _ < . _.. .. .. ... � s.,. ��,-. N P ... , 1111., , 1111.. :. , '- E P , ,� 1111., . �. .�• ... 1111:,•, 1111. . . :.,� ...11: 11 11:11 :,., 111::1.: 1111:. ,-,�,..<.: •1:;111 ,::..::�: 1111.. 1111, . 111:1 1111_,.._ ......... . :1111 1111 PLA RIGHT f � 2 .J :��::�:<:; CE EDGELI ER GALTRANS STD. LAN A2 .S i7w4 OB ........>.:.✓, 1111. .. ... 1111 ... .1111... .. n. :re•. ,tT- �. •i> , .. ........ , .. :, 1111�1111,. : . ,., 1111.�.. ...., RELOCATION PLAN. :.� R . 1111. 1111 ,. .3, , �. v . �... ... 1;111 . � ...� �; FLOC ON S `M ��•. .. : .r .. � ..1111 v �. .. ',.,`.R`:,. .. . ,:-.! _.',%."' d.., i'1, ... ✓. ..: ,. ....: ., x.. y ;'.;:a2;•, ..>,, rZ• ar„ t 11`11,.. 'e� 1111 111.1 ,,. •. �. .. 1111 .., .. ... ... :. ,. .. .. �, , .,. ., : .,. .. .t„ , ., 1111. ., 3 c. � .2 .. ... 1111. ,. .. :1111. .:�. 1111 .. �. ,..:...,., .,v� :� S N t` .1111., 1111.. �. �,�. ,� .., ,� 1111..., 1111 ... .. .i.. . .en � .. :1111. s.A-. 1111•.:. ...r.. .:, ..'i��. f. ,...'1111., - ,. 1:111 ..;; � �i' i�� ... t. � s 1111 a .. •e, . . ,..:" ,.i 1111. e. .., .. .. � .s. ... �.. ., 1111 .,. 1 ,... ... .. ., ., 1111 L':,.�.,.. 8 .. ._•. .., v �. a...r 1111..'k. ... .. .r) ,f� 'yyx^11++11 f, , ....•..,,..- V .. . » n, ,1111 .i t 1111. •n�t,`...`. .r...,.i , �: 1111 : .:.: .,1111-•..,,•:'.:(... :. _ .. :. :�}, .. :1111 : ,.1111 , .. .,... .,, , "{,.r.. 1111 ..� :. r � �a. .. .. ,.. s,.,.., ............ .5, r r ;1111,.-,w:,-;. .1111: .,,.....,. ;., ,. . • kr, r �� ,. -oft DETAIL {� •n• '+S• E 7B• 2 L2 f vs, Q •._ ,,, � �.n .,....,. •r...J'.:1111..�a ., 1111." ...:'�: �. r. 1111... �..':'.: •::. .,:..:. !..,t'.r .: n.....:...: 1111... 1-111, S a!' (. .�..:a•..+.'.• ,.*1111, `-e,`^�.. :• i.';.:.�'�:'.{.`: 1111. ;�., ;111(;1 vw•w ..-. _ h, t {t :1111.'G.�:YM ,en 1. *x".,.wai•>._..�:ro.-�..,.,11-11, 1111., r:i.�e+. 1'.;;: ��t, n ,- n..'...,,.. '.� RAS+` rti. ":S� �. ::^ ^h 11:11 •'`".: �. .....� +-C... - 111+1. .. �Y. - _ T _.. PROTEC IN XI V y - TI TI •,' - �� 'i LACE EXISTING NG U UTY VAULT PULL t _ .r ., ULL BOX r,_� ;:�� 'a` '1111: �.. II� iN�n%f IF .��d'' _-1111,-,- +..�:.;.;\l, :.i %;t w , Yf F+ {{y ,'t t xtw ..cav J '.t Y A ,.:: �. PL CE ANN l A P t CW NG S S ��xwt 1 { z� �� EUZI ISLANDS SHOWN. PERIMETER•C' w..,,,,. i �.C' �-, MM7 ^`l'�,� 1:1/11.. 1h 5''Z'� 2: 9 .��` TRI S P#NG SHALL BE 100-mm WWi N TE LINE. x f r ._ ADiN P I P T ROTEG N LACE EXISTING PO P h � ®� �j•,,_ ._.. s.., G WER POLE AND GU o4M'1i lS �•�f t�"� .Y� - ....-... T-rim:. by ;r,. p�L""--_'' 1 0.1 M^ S 3 ! t �"'.`.,`^1111., _ '''` �.:�..:` WIRE. �' e 111.1. 1_111 y��.,_� ��:; U f�`.• ''' w.. le Ti rr.. INS1. TALL NST R 1 P TR Cy A 6 8 GN A T R ��`�::�:.. LL 2 R ST PER C L ANS STANDARD.ter.. 1 W 0 a� 1 tae , J't•: 9 r4 1N. ROTEC IN PLACE XISTiNG MAI f � •> is z,� � ��. t 0.25 ,t�+ �__�,....� r�.,�,�rt�� .�.�.:.._. _:.�.. P T E LBOXES WHERE "_ � ,p,� "�� h' �� < 11 INSTALL R81, R818 SIGN PER CALTRANS STANDARD. 13 POSSIBLE. REPLACE IN KIND IF REMOVED FOR . t '� 9 1 .e�;. ;,- CONSTRUCTION® i 11 �' / 11 ,;&W,,� £ PLAN N0 PASSING ZONE TRAFFIC LINES PER CALTRANS i 3+14.92evBUSS STD° PLAN A20A, DETAIL 21. fr yyyµn w+�,-1-1 .-I STREETS '`- EXISTING WATERLINE SHOWN SCHEMATIC ONLY, 1 . 90 BAY TAPER PER CALTRANS FIGURE 6-20. 1 14 CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF �f -,� to 13 EXISTING WATERLINE. RELOCATE EXISTING FIRE BARBARA RD. � M,..._.: HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN I `� PER AMWC STANDARDS. CAUTION° PROTECT IN PLACE ,� �- .. _�-,-.-.�' PLACE LANE SEPARATION STRIPE PER CALTRANS t-- 1 r fi' \11 ! `�� 14 STANDARD PLAN A20A DETAIL 8. EXISTING WATER LINE. CONTRACTOR T VERIFY 0 VE F EXACT . S b '"� LOCATION PRIOR TO CONSTRUCTION. I . I u PLAN it 15 PLACE 100--mm WHITE LINE. " ! RIGHT TURN ARROW PER CALTRANS STANDARD PLAN aPROTECT IN PLACE EXISTING WATER METERS. SCALE Ht�RIZ 1 =4C 16 A24A TYPE IV (R). SCONTRW6116RCAUTION' PROTECT IN PLACE EXISTING GAS LINE.TO VERIFY EXACT LOCATION PRIOR TO _. 17 ARROW PER CALTRANS STANDARD PLAN A24A TYPE 1. CONSTRUC'T`ION, . ARROW PER CALTRANS STANDARD PLAN A24A TYPE VI I 17 CONSTRUCT 6" MEDIAN CURB PER DETAIL ON SHEET 2. M 19+tM3 20+ 21+ 22+ 23+00 24+00 25+00 26+00 27+Q0 1$ (R). . : �1. �.: 19 INSTALL R4-7 SIGN PER CALTRANS STANDARD. 18 RELOCATE OR REMOVE EXiSTrNG SiGN. . .i : . F wa iE 1g SAWCUT & REMOVE EXISTING PAVEMENT AS SHOWN, OR wQ N A MINIMUM OF 2 FEET FROM EXISTING EDGE OF . . E TR PAVEMENT,N VE E T OR UNTIL F NT Ct�r TE STRUCTURAL TI TOP M �- L SEC ON .. i XP _..�. . . S EXPOSED* wwrGREATER. : � : . . ._ 1111 . . . .�_ . ... ., .�.. 1111. ,,. � 1111 ... 11.11." . _1111._ , . „ .... . ... .. .. . ... ,.... :. .. 1111. .. .., .. ,.. . ,., 1111. � . . 11.11 . 1111. .. 1111 . 1111 . _ ,, . . 940 m CURB, . , ._. g,aa D, : t . .EFT '. � 1111 , . NOTEa . : 0 ah vN, O(CLASS CONCRETE PAVEMENT SECTION.- r P.C.C. PAVEMENT 4 r+o + A OVER fi CLASS 11 ACG. BA . I : c� ct°*t SAWCUT AND REMOVE 1.5' OF EXISTING PAVEMENT. ) ` . ; : � ; 104 . � : . � . : � : ; I . I ' - N �` PAVEMENT SECTION PER DETAILS ON SHEET 3• 21 CONSTRUCT SIDEWALK RAMP PER CAL TRANS STD ® to �, 2 C ) Q DRAWING ASSA CcASE G r 1 �'1 P WHERE ENING, NEW PAVEMENT SHALL CONFORM TO 9 v) t EXISTING SURFACE FOR SMOOTH TRANSITION. 22 BUS SWELTER PER CITY OF ATASCADERO STD. .- a 41 1111 1111 ... ......... ... 1.111...,.. . ._. 11.1.1 1111. . . .... ...... 1111 .. _ . .. DRAWING. 3 . ... _ .. . ... .... ... ... .......... .._. , ... .. .......,. ..... .....,.......... ...........,.,..... .,. ..... ............ ....... ..........., ... ,...�....:.,.. _..._. ....... .,..., __.:................. ,: .�..,. .,..�...�.. w ..�.. ,. ,. ,.. ,..... ......._ ,. .... ........ ... . ............. 1111.. ..,.. .. .. ............:. .._... ... 1111_ (�1(��(y•�,�) 1111.. ,. .. . .,,1111 .. _. 1111.. 1111 ... .. . ...,. .... ._ 1. .. . .. ... .. .,...' \/H`./y .. ,. 1111 ... n.. . :. .. .. ,. 1111 , .. .. ... ..... .. Y .®1111 .. i ; n.. ) .. �r. ... • . 1111 LINE TA�i,.E 1 h M.V.C., w o� 23 INSTALL STREET LIGHT PER HOL{3PHANE (MODEL NO. >«-. + LINE LENGTH BEARING G 100WP12). TOP aI : w tv„ N h L1 329.79 511'13'39"W LEFT CURB ,h a' �s 0 L2 814.72 N35'53'07*E 24 ADJUST ALL VALVE BOXES TO GRADE PER AMWC w a ., LEFT CUR® - o, L4 56.72 N51'3T05"E DETAIL No. 110 IF NECESSARY . w NOTE. STA 2 +81.11 TO STA 231--81.11 z r -0 15 535 9'58"E ca. w .- m Z W TOP 0 CURB ELEVATION IS 0.20' ei • '� � L5 1810. o� �+► © i N t� m L WER THAN TI e� a CENTERLINE ELEVA ON a w- VUR VG TABLE .. 1111. . .� ..._. -1111.. 1111.., ,,. ....._...... _1111 ........_1111� ..._ _��_ ,.111:1...,. w�1111. 1111. I�- ,1111 1111.. ... ............ .. ..:_...... �... .....,. ......... . . .. .. ..._..... .......... ,.. _�,... 1111.w 1111 _1111,. 1111. � ... ... .. .... :1111. .. ..._ 1111. 1111 .�:.. 1111.. _.. 1111 �..,. .... ......1111 ....,�.................... .:.. :... .......,..�.._..._...,....... 9 930 1111. .��. .N �° - � w o v ami ; ,� CURVE LENGTH RADIUS DELTA 4 5 LEFT CU m z 0) c °' v a + N Ci 276.67 400.00 39037'50" z NOTE. S1'� 16+07• TO STS 21+91.11 + s- � 1.. C2 225.94 525.00 24°39'28" UJ �, TCP OF CURB ELEVA rS 0. N C3 225. 00 15°43'58" - w L( THAN LANE ELEVATION, 1 fi 820. C4 513.90 817,57 3fi�0'S2" UNLESS NO OTHERWISE. . PROPOSED FINISHED C5 1041.87 4999.97 11X6'20" . QO L49.78 20.00 ; GRADE C6 566.90 fi000.00 54'49" 20. , , 1. . „ ,.. . ., .. . .,. , ,, . .. . .1.11 1.,.. 1 .. . I... 11--.1 .1 .. .,,. .,. . .. ,. ....." ...- -., :, .. ... .. _, ,.1.11.1 . .:.,... .. 1.11.1.. ................. 7. w . 44.47 30.00 G8 49.78 30.00 84'55�2fi M.V.C. Qf412.44' M.V.C.. 11:11 ::1111 95'0434 1 C9 62.62 35.00 102'30'52" ix r°r4► cta C10 41.37 30.00 79'00'07" R < 2QQ.Qt' VC to ® C11 57 28 35 00 93`46'00" 920 -1 ......... _,' -. „„:.,,.,.., . .,, Q 920 . ; /� t 1111.. r • m PVI STA 24+47.64 C12 45.56 30.00 87'00'18" . PVI V .55 •r = 0 L1.� w C13 49.36 30.{X3 947 fi 04 1 m m ELE 909 va w 4 " C1 47.1 � 0 30.00 8 4 t f I co n 9155 7 •11..11... ' 920 ...... ............... .. ........ .........,... ..•„.:.,.,,.,. ........._,... .. 1111 :1111.. 1111. :. ., ...�, :. 1111. .. s • .. ,. 2Q Z :,.., 1111. .. .:,. .. .. ... .. 1111;. a.., 5 '03'2 3" ° 82 �. .... .�.... .15 30.00 gQ . - ;. . ..:� .. ._ 1111.: ClC15 PM STA, = 21+ 27 ut .�-i r- PVI E = 9 •16 .,. w 4 2 ' . : . . A.D. = 2. to . " K 100.00 w 92 20 w . R tin , - R� o N 200.00 Vc1. s 00) F" Q� V_ . w co v : N ..... .. .. ...:...... 1111... .�1111 1111�. . ,1 1"'1 1: 11 .. _ ..., ,. •+� _.. • . Cy1. Ri ® : ^ N % RA N 47 d0 F a ° • 0 ' V_ 0 Lii� 0 N no 0o N N ' I + ,; * ; EL CAMINO REAL SEE SHEET NO. 7 QQbjSTj3LJCTIQN N SRELOCATE OR REMOVE EXISTING SIGN. SIG ING S NO 5 51• `'_ ? "� SAWCUT & REMOVE EXISTING PAVEMENT AS SHOWN OR // 1 1111 MEDIA Ti:,;;, i,.M1'\` ..r � � �'^•'may...,�^~��'•�',...�t-., •\,� 9 C 9 N CU A - 1 SAWCUT AND REMOVE 1.5 OF EXISTING PAVEMENT. A MINIMUM OF 2 FEET FROM EXISTING EDGE OF 1 PLACE BIKE LANE STRIPE PER CALTRANS STD. PLAN ,._ .., tPAVEMENT, OR UNTIL COMPETENT STRUCTURAL SECTION A2�, DETAIL 39. 53+33. E � - ..$:; ,z � �:�-- PAVEMENT SECTION PER DETAIL(S) ON SHEET 3. IS EXPOSED, WHICHEVER IS GREATER. PLACE *BIKE LANE MARKING AND ARROW PER CALTRANS SOWHERE JOINING,GE PAVEMENT SHALL CONFORM TO " 2 STANDARD PLANS A24E 29+08.9 EXISTING SURFACE FOR SMOOTH TRANSITION. CONCRETE PAVEMENT SECTION.-6 P.C.C. PAVEMENT A24A & t r _ (CLASS A) OVER 6 CLASS 11 AGG. BASE. `zt�`� {F�rj+ ':fit;-� .�-�,;>,: r T,,,,. cl t.. •.., I" CONSTRUCT 6" CURB GUTTER PER CCTV OF BIKE LANE tNTERSEGTiON LiNE PER CALTRANS DETAIL �� ``��; �:>:;`_�s;, �� 1111.' '�' /.,• < S� 39A. ATASCADERO STANDARD • 41 G DRAWIN N O 8. CONSTRUCT SIDEWALK RAMP PER CAL TRANS STD �•.� . ...,s....1:111�11�11.1.:1.,,1>1..,".,"::_1:1'1 1:...,.'�..1..,..1,,:....x1,,:1..-,..::,,:.:�:.,�.,..,:..:........._.�,:......v s:...,.t....t; �<.Y�ri:;:.;t•.':.'.i CONSTRUCT 5 SIDEWALK LK PER CITY OF ATASCARER0 DRAWING A 8A ( GASE C LEFT ARROW PER CALTRANS STANDARD PLAN A24A 4 1 4 J r r n•t' .s a y,.r •',m''/.Y`L �•:�� s. �Sf' �,. � )23 1 1 9 , M nb`, N r w� ,-1-111 4 STANDARD D DRA i N N0. 4 1 9. BUS SHELTER R PER CITY OF AT A SCADER O STD TYPE iV {L . Iwo 300 DRAWING.NG♦ 431 CENTERLINE AND M, E DtAN STRIPING PER CALTRANS DETAIL 4 2 DOUBLE YELLOW).� INSTALL STREET LIGHT PER MODEL NO. t :1111... ,.,r..:...,.:.� .� . .: ...•.,':._.�: : ' ,r» : _ 1111..-F. "•� .. � ,r..v.. ,,.M1r:Y..: ,.. ., ..;::: •:Z:,' .>2i•4i.. 1:111 , i ... .,. .. .,_.. ..111:1 :1111... v 1.: .•. ... ..wi:,.:;:': .✓ .. ... �. 1111... �..,. _ .. ...1111.N<.. .., ..... ... :.: .. .... ..: r :. •.cr'.•: • L. a .( .!n r 1 } ,. ;/.�.:., .q:' ,.,_, ::� r:.<1111,.. .•` : t.,. �w 5 111:1 ,..1111 1111. ...•,...,1111 :• ( - a.. 1111 1111. ,,. ....... ., 1111.,•;:: 1::111.' �:� <,>,.,:,;:> �' k -.. '. �:•:, F rs •..:'.: ,,,i :1111.'.. ., .:�.. :. ,. - ..............: .+'�' .. ,..... ..n:::"::% .-�:!"i:;1111. !'t:':..�,::J::s�:.`J,•> j�;y..: I- ,�::..,f ., e•,.t,... .• 1111. � .- ,,, 1111..,._.,: -...;:. „1111 ,,�::.`�", 1.(vJ.:, ,. 111'1\_... < _•;_. .. ..,.•..,1111, ,.- -^ .� .,•.::., :.::u,`; , 1'111 1111 1.111 ,w.: •.:� .n.,� ,::.�'..:•''.:1..1 11....:;.:.:_1.:..1�1.111 11.,111.1,,,,;..;,1:1.;1rf:1.:'`':v11r1:1•:11>11,1:.1:1.11 1,1.1.. 'Y•..v..3 ., ..Y. ....,,,.y,......r,,..,;,.1'1.h1 111,1.1.1:1111111 11.1 1.. ....•.111:11..�..11.1.,....:.,.. '1:111::111 1111::1�::,(i ♦1 S,..,-rP:;� :. .'•.�,.-..:..,..w., �,\ :;•�.:•� sy%1111,:(-.:�:`.,.:�.>.; 111:1.:(:7, •:�,�j.:,.T.�'•:+. �:.�: ..,:.'wri,• 0Oe23 _. G100HP1 2 CONSTRUCT GUTTERP R CITY PARABOLIC FLARE PER CALTRANS S TA BLE 405.4. „ 3' '•o.''j •(..'1Muriw L 1111. 6 .".. ,...,. .,�1111.:.,-1111 ,.,.1111, ,, ;.�,,.,:•;y' 'x. , .., t .. ,. :: .`.. ..'.�, .. ... 1111 .. ... ,6'•' J :.t t' 1111 r.. .. .. ., .. .. 4 S DTL 21 `•v', TD . . . ,_. . 1111. .. . ,. ,_ . .,., r, , ,1111. ; . .. - ....,. .,1111 .. .. 1111.. ., .. .._;.:.. t v �1,;' _ , .. \. k s. .. , ..{ r ... ... .1111 t.:. ,, t •e, ...,. .. :'t•: ... � .. 1111 ... 1111..,... :. ..;'1111: ,.�. .k;^•'"^;"''x�r• - 11:11.. ( :. ��`:�- ADDU T ALL VALVE BOXES TO AD P R AMWC :.,. ;;, .;. .:.� 111:1;:,:..:< 1111. _ S E E , .. ., .. _ ,. ., � 1111.. ,11:11: s; "1111, .: r ,... . . 1111. ( .::>..:.: �.�.•..:� :`:•. > 1111,. .. .. ,. J., ,. 1111 .. ... .. y,.\ta,,. 1111 ., ,: ... ,.. .. 1111 ,. ... 1111 .. ., . :, .,1111. 1111:. ,. ., .. .\ 1111 r...(. .. 1111. , ..,. 1111. .,. 111:1.., .....:'':.,.:. 1111:..: 1111.: ::. ,..-. 1111 v. w( ,. 1111 1111<.., :1111 ,..,. .,: ., .,' ... .. ..- ... n .. .. ., > ,. - ,::r. `;:•;1111 ... ... .. .. ,. .., .. .. .. 111:1 .. ;. -::z-�. ,. �... ... ... .. 11:11 .., t ,. } :1111 P : . , ,. ,, ,1111`....:'.:�,. CHANNELIZING LINE PER TRANS i .. .. ,,.: 1111.,. : . .. .. 1111.,. ,. „. . ,.r. ETA L 38A. 1111 ,.....� .. 24 7 .. .. ,.. . :: .. ... , ... ;1111 i j G :>",1. :.• : ., 11 F NECESSARY 1:111.. .. . .,. r ,... ...,.v. 111:1.. .v.,':`• :t) :. �.'.. 1111. Y r..,,% 1111, 1111. ... . ..... 1:111 1111,. DETAIL Na. t ECESSAR 1111 ..,......,,. .. 1111 . 1111.'. C) ..,...�. � 1111: , . : :.., ... ;,L.. . . .,1111. . 1111. . . 11:1:1:...,. �,� ,. ... :,.�.,, ' _ 1;11:1 1111. 1111_.�. :11:11 :. :111::'1: 1111,, 1111::... , . r: ......:.: ............ "2 _ .. .: ... .. 1111., .:r,.....-,... 1111 .-. ._ .. ., ... : .',\� :.:'`ti:. .. 1111 ..... .....r, ,.it"bc .:.. ^\ 1111.. I. ,.. .. ... v.. ., ._J .,,nv,. �...... ..Y.5 .fr:• �S:`i'.�.".',i v .. v) ..: ...,,..,1111 /. .. .r,: ..;. �. ...0 t.. .., .. ... 1111 , v •.. � ,;. 1111; 1111:..:�: .. .: ..,�..v�. DRIVEWAY A • CONSTRUCTVEWA APPRO P R .., 111: 1. . .r ..... .. .. ,. -. .,.., <, NGH E CITY OF ... 1111 ,. 1111 . t.. 1111., 1111..; � �' r 1111..,, . : .. .,... -.�:. , ,.;� .. ,.. ... ..�. .. :._.. f. .1111.. .. 1111......... .. .... r �4,':'';-;:•, .1111 1111... .. .r r:,� •. ,.,1111..,,' :4.,:~ :3:":: w,� 1111 r .r, „.-.. .:. .. 1111., .,. ,..;c',.. :1;111.„ .y;:.., ,t:.•:t:':..- •,'�1111 11:11. •' � .:' �' :�:.;:..;u'•i: r 'f,L"i�%v:.'::.�:<:. M1 .. .. ., r .. ... � .. ,..:..;...111.1...�>. : 1:11:1... ,.�'.•°..,;,,..�.. ., .. .. : .. .. 1111 .. ..r .. ... .. , .. . �. T of�� P RIGH N P CA IRAN CE GELi L P LA ED E PER CALTRANSSTD AN L �y v s A20B • , ATA AERO STANDARD SCD D D DRAWIN N 4 .. . . . . . , .. .. 1111 _.. 1111,. �. .. '.• G Q♦ 23. 3 : .. .. 1111 ..a..... .., 1111.,.., ..•,1111 .h. J` ^C r �p D , �:r..:.:: '• 1111;. T s •� ,..X�v. DETAIL 278 SEE P F ^'1111'"..•,. ': 1111 ..:.. ,..*1111:.. o•:-.: �.: ., .. 1111::1111.1111.,�.'::•'.`:. ... OR EL CAMINO REAL AND „ 11:11 �;;,..':.r.:..: .�\ 1111 ..: .. .:. .,. ... ..,..... ..: , .. �. ... .ri.., ...,'� �.'.-.. •;r""11'`11;,:•. t. "�r I STREET.GA -:...•r INSTALL TREE PER t�TY AT a OF ASCApER 11:11."r; :... 11:11.;;:1 :111 .:..:,:,... • ,:.:,,.�:•::.:: 3 'Yy �A Irv': ,1n1,1 1 , , •.� 1111--•.. 1111 l+ f 8 9 PLACE CiANNELIZING ISLANDS A S SHOW N♦ PERIMETER IM ETERSTANp ® RG NO. 426 STRIPING SHALL BE 100- mm WHITE U NE.®A•tiD Q� 19-Q4 FOR FURTHERINFO �. INSTALL TEMPORARY BARRICADE PER CITY OF woo (NOTIFY ENGINEER FOR AS-BUILT tray+ INSTALL R26 R81 SIGN PER CALTRANS STANDARD w•..'-'-�. t�.. D A"I•ASCADERO STANDARD DRAWING NO. 428. -1111 , i 0 m ~� POSSIBLE RELOCATION - CONTACT �� v �y $� _ _ �,�A� �:;;:,..'•,.,i;;'r;=,;t{�: eTI a til E CAL S STANDARD. „�• { ENGINEER AND AMWC PRIOR TO 28+9`3.17 ::``; }; „� n " ,� Xpa �� aRELOCATE EXiS NG POWER POLE AND GUY WIRE. PGdcE 11lNSTAII R81 R81B S'f P RTRAN C STRUCTION �. RELOCATION PLAN. P ":`:` '':`f"` :'; t + ej,p� �,.• 1 PLACE NO PASSING ZONE TRAFFIC LINES PER CALTRANS .::, 2 ea►► � '133 '` N 9+74.70�SANTA j` �.. 8 '�•S� �:. 11 PRQTECT tN PIACE EXISTING UTILITY VAULT ULL BOX. STD. PLAN A20A, DETAIL 21. PCR :. ;;:":;: B A 2 ryQ �XA /� '` �;;'.:'•;;,::':':;_:: jar; 52+92.92^►EL CAUTION! I`rif 1 C IND REAL 97 OPRO-rEcT iN PLACE EXISTING POWER POLE AND GUY 13 90' BAY TAPER PER CALTRANS FIGURE 6-20. ' c� 1 EXISTING GAS LINE "� . �� +>':<�'�-�.'� :::�.'� ii�',� PLACE LANE SEPARATION STRIPE PER CALTRANS �$ 14 " ' PROTECT IN PLACE EXISTING MAILBOXES WHERE STANDARD PLAN A20A DETAIL 8. CONTRACTOR TO °,; �w LOCATE LINE PRI ,',.`.z.. F. J:; POSSIBLE. REPLACE IN KIND IF REMOVED FOR TQCONSTRUCTION '" '''` !v'° CONSTRUCTION. 15 PLACE 100•--mm WHITE LINE. D NOTIFY ENGiN RiGHT TURN ARROW PER CALTRANS STANDARD PLAN EXISTING WATERLINE SHOWN SCHEMATIC ONLY; „.f 16 AZ4A TYPE IV R OF Y DISCREPANCY. 14 CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF { ' f EXISTING, WATERLINE RELOCATE EXISTING FIRE HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN 1? ARROW PER CALTRANS STANDARD PIAN A24A TYPE t. "I ¢ PER AMWC STANDARDS. CAUTION. PROTECT IN PLACE 1 EXISTING WATER LINE. CONTRACTOR TO VERIFY EXACT 18 ARROW PER CALTRANS STANDARD PLAN A24A TYPE VI I DATION PRIG TO CONSTRUCTION (R). 15 PROTECT IN PLACE EXISTING ATER METERS. 19 INSTALL R4-7 SIGN PER CALTRANS STANDARD. PROTECT CAUTION: OTE IN PLACE EXISTING GAS LINE. SCON'TRACTM TO VERIFY EXACT LOCATION PRIOR TO L C A M I N 0 REAL CONSTRUCTION. SEE SHEET N0. 7BAIIDBARA Ru" AD PLAN �`�� Alk\lTA mw aCONSTRUCT 6" MEDIAN CURB PER DETAIL ON SHEET 2. SrwAL U0817 J"-_4Q9 27+ 28+ 29+ 30+00 31+00 32+00 33+00 � ~ LINE TABLE •,�,�► . TUNE LENGTH BEARING a 1 329.79 » a sn L S11"1 3 9 W .- 2 3 . .,._._....,,._....�. ..................._......:..�..::r........,.....: ............,.. ..................... .:..... ....,......... 1111_,.. ,. . .:,.......... .. ... ,.,...._........ ......._,1111, :.......... ... ..........,......a�._......., ..._1111._1111.. ,.....: :,. ........:.. :... 40 ,, r* 814.7 h, I2 2 N35�i3'O7"E ± L4 W.72 N51.37'05"E a rn + L5 1810.15 535(29'58"E ''lvsw••w� , In CURVETABLE w CURVE LENGTH RAMS DELTA , : NOTE: STA 28+51.14 TO STA 29A ♦99 TOP, OF CURB ELEVATIONIS 0.44' .- Cli 275.67 400.00 39 750 r, C2 225.94 525.00 24'39'28" LO . THAN LINE ELEVATION* _.......:....:......... ............. ... _ :1111.,- '.....,...._..,.....:..._...,.. .........., 50.00' MVC L=62.62' 20.00' PRaSEp EP C3 225.16 820.00 15'43'58" 15.6w UNL NOTED OTHERWISE. _..,1111, � 1 (IFFY;SIDE) C4 5 3.90 817.57 36'00'52" 950 MVC 950 C5 1041.87 4999.97 11'56'20"es W �- C6 566.90 6000.00 5*24'49 a -�� °�` 84"55'26" a ..., 1111.. •.;.. .. 1111 ... ... .._...,... 1111,.. .,1111... :.. 1111.. .._.. .. •.............. ., .. ... wTi 44♦ 30.00 5 '34" �...+ � C7 z w +I r► a CS 49.78 30.t?ti 9 200.00' VO 49,,,.0�; C9 62.62 35.00 102'30'52" v N 0 1 PVI STA 28. 37.54 2 ti N CIO 41,37 30.00 .� ..". , ,..-_. ........ ".,........ ...,...._ .......... .. ............. 1111. .-t�.,.: , . . ... ....1111. . . .... ... . . .. . .. ........ ,. 1111 . . : . .. 79'00'07" . 1111.. 11;11 1111 - ."1111. ��.�. ... QD N PVI ELEV = 06.16 o» + '°'-w C11 57.28 35.00 93.46"OlI A.D. -4.02 �► '` 1111 .H ,i1 •-®, C12 45.56 30.00 87'0018 sn�-- �''?v •ac + C13 49A36 30.00 94'16;04 +i K ffi 41.4 ++0 g®� �' r4. , ,� 61J,1� C14 47.10 30.00 89 56 47 -lei I� 1111 . ............ .. 1111 1111,... 1111..;1111.., ,....... 1111. 1111 ... ; ..._1111.., .. . . .. ... ..... 1111 ..... .......... ::1111..._.. :,._..........,.,. .�• .. ..,.........1111 ...1111,..-._ � .� °I„� , 1111. 1111 � ... 1111 _ .:,.-1111:.. 1111. ,, .. wH C15 47.15 30.00 9x'03'13" �a° (0 � D FINISHED r- M ° V3 E +•. ®.,, _.... EXIVINGAROPOSED GROUN® E STING _._.......:. 1.111 •�► 1111.,. 1 .............. .......,..........:,... v, °� it SAWCUT UNE (LEFT SIDE) 950 OU v a 2 2 $ a 940 ^ 940 w 41 -a + 2.11 1 ROPOSED ' T OF CUR : .. ...,.. .. ......w., 1111.1111: . ., 1111 1111 1111 1111. .. ... v.,.. .,�.. ... 1111... ......._... .., .., ., ......_.. ......� _ :� „1111.,. ........ . . ..�.,,.. _1111 ...-. ,. . � 1111 1111.. ..�,. ...,ry _ 1111 .:�>.. ,.,1111. 1111. 1111.. 4' �0 EXIST. C4 C. i N w GRAM------1111 n. + . ...... .....1111.,........,,1111: 1111.._ .. _........ .,..,.,,.. . .... 1111... . ...,..... . . ..,..__., .. . 1111..,1111. ... .„........... ... .... .. .. . 1111 1111 1111.. .: - .. .,. N w N� ix •H L() arses • s ,,s""� w+ IEN CAL OI T � �Vi 940 � .,�... . , a �• 9 0 EXISTING NDon I . .......,........_1111. �` _ + .,.., c�.:....,.., n_......... ,40 Clod i-- o 20. z .. ..,+of �- M.V♦G. 41 PROPO TOP vARIE'S 930 930 wCURB 94 a t! 1-44 EXISTING/PROP GROUND -.,..... .. 1111._... :1111. 1111. , ,...,:... 11:11,. EXISTIN ♦ ., w�- � � 4 SAWCUT LINE (RIGHT SIDE) GROUND 10) . w tSOUTHWESTERLY CURB RET-URN ( C9 ) lz C4,�y t- -H . . 1111 1111 ... .,. .. 1111 1111>.. . ,�,. ..... w T >r t �`�, +�"Go �. S4 � w ,. .Owl%�. •. SCALE I-fORIZ 1`40' VERT.1 =4 v RIGHT R$ ar~ ,� ,i�p�g�� N ®- ; .� a- -HGo o'' .-'H 00 w 04 r; 930 30 + > Z W 920 "' VZ w 1j�j V y •'A Or40 _• + w {L r • s y1p 49 bw.•"• ° -.., ..-.1111...v.,..:.. ,.1111. 1111....:1111..,.. • MR...:.., a a •+� _ 30 694 �,..,...+ Cb � .. .. 1111 1111 .. .,. - ....,... 1111. . . o w 9 +c + �. 4 °' a NORTHWESTERLY CURB RETUR-N 11m t . Alb �i �° w 0 SCALE HORIZ 1"x-40'; VERT.1 =40 0 PROPOSED EP �.. ..��.....,R`�,..> ... . ....:........... ,..... .. ........ ,:", .. .,.. . ... .._.. .,... ..... . .,..... . ...1111 ., ... .............. ............ ...:........,...:......,.... :_.......,, 1111.,,....... _, * t T � -01 {R GH SIDE E N G i N E E R 5 .0) R E V I S I O N S / w ♦ . . _..,..... .1.1 .: 1........, 1111 1111 . 1.11..1., . ..._.1.1..1.,1............. .. .....1.11.1...... ..... P A N N E R 5 ............. ...........:.. ... _.: _,111::1... .. ._.. .,:.....,.:.. .,...•..,.,".. _ 1111.. 1111.. . ,... SANTA BARBARA ROAD V4 �� VAIrI � REAL SUv o R 5 N0. BY DATE DESCRIPTION OF ESSI A �S � C C %��:� �� S 364 Pacific street 1 RJ 9/16/0 ADD D FIBER WC ' _ CONpUiT EWER MAIN REVISIONS 'ANTA BARBARA ROAD UR �, San l( Obispo, GA 9�, �- SURFACE PLAN 1��sp�� E. P ,. (sos)54M-74Q7 b It REMSION �,1 w 910 THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES ® j C 642.22 MI (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND CITY OF ATA'"'CADER0. CA s tc EXR 6/30/07SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY p MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN Z..r ..:�,._�! :,,...:................. 1111. ..,:,.......... _...-.....:..._ . .... .......... 1111., 1111..,...... . ..... 1111.. ._ , -._....... .:.......... .._... . ....:........ . . 1111.. ,... . .... ". ..:,........ 1111. �' � CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER w 4 ; B AA A A . •.. +�''�®� ��. civic �,.� THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS ACCEPTEDIt N �3AINITA ruwao" A "r"\`h ®- 9T� OQti TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED THOMAS E. MARTIN R,C.E: 6422 EXP. 3--31--06 / BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE - 7/7/05 ". CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR /` DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: Q SCALE I•°IORIZ 1��' •0'; �' 9 CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS, CITY ENGINEER-STEVE KAHN, RCE 42350, EXP. 3-31-06 DATE KD RJ TM 041046 1" == 40' 6 OF 15 G. _.,____ ___ _-__,__w, ,__..a_,__., ,_.,1 11.1 ___11_1__1_ _-__.___. .-__ _ _.M,.a _.._._... .. __._ ...n,. __--_ .. --_---_._----_._q.______w a.:___ ------ ------------ -- _.------_-------------.____._. ___------------------------ 11.1.1.. _ _.._-----------_-----------_ _.____._�_ � �__-__.---_._-___.___.. Pn_.. ----- ., . _ -. _ _ .�,. �.,. 111.1.n ��.",��,�, . SEE SHEE- C0NSjEL),QTlQbl NQIE.S. (DPROTECT IN PLACE EXISTING WATER METERS. 51GLqlL4.GSILREINQ E CAUTION. PROTECT IN PLACE EXISTING GAS UNE. %':'°r :•: 1 SAWCUT AND REMOVE 1.5 OF EXISTING PAVEMENT. 1 fi 1 PLACE BIKE LANE STRIPE PER CALTRANS STD. PLAN CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO A20D, DETAIL 39. 7. m ti. b CONSTRUCTION. ^.:,; ;" ■ PAVEMENT SECTION PER DETAIL(S) ON SHEET 3. ,► . .: :..- :.<:;.; WHERE JOINING, NEW PAVEMENT SHALL CONFORM TO PLACE BIKE LANE MARKING AND ARROW PER CALTRANS 0 EXISTING SURFACE FOR SMOOTH TRANSITION. 17 CONSTRUCT 6 MEDIAN CURB PER DETAIL ON SHEET 2. STANDARD PLANS A24A & A24E. - ,.. � to 21•STING GAS UNE f::` � ;'; ;,.: ��:;-,�. , � o ®, � 18 RELOCATE OR REMOVE EXISTING SIGN.' » BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL CONTRACTOR q +may �9 � r � '' + vie y .4 �qs 3 CONSTRUCT 6 CURB & GUTTER PER CITY OF 3 G 1RACT T® i:>:.•r ti � !.� is �� 8 .r.=I.� ATASCADERO STANDARD DRAWING NO. 418. SAWOIT dt REMOVE EXISTING PAVEMENT AS MOWN OR 39A. ATE UNE PR{ + a as A MINIMUM OF 2 FEET FROM EXISTING EDGE tI=" w cn t, Y •� 2 Vs/ TOCONSTRUCTION R R W N P AN TAN LEFT TU ARROW PER CALTRANS STANDARD P 4 c. ` cn LAN A2 A x :.:;.. . ;.x. <; • ++ , 4 ,. CONSTRUCT 5 SIDEWALK PER CITY OF ATASCADERO � PAVEMENT, � UNTIL COMPETENT STRUCTURAL SECTION 4 vp + ��v Gs 3 7 D NOTIFY ENGINEER •gyp i ;, ;.r:::,, cn ,,�.' 4 TYPE IV L � ::, :,:�,:�;�:,+�•>��.,> �;t. '.: ';;�: C� �. �.-- � •�..' :t4 STANDARD DRAWING NO. 419. i XP WHICHEVER 1 A � ,• ��' ;;;�;, ::,, .� I .,�.�,� .• ` - <_� S EXPOSED* CHEVE S GREATER. ��y Y c 0 OFANY DISCREPANCY s 1 v. y4: -;..;. :.;.::,.:.:;:::,:,::...........:........,,..,:......:... .,.,....,, : .<......::,:., . � CENTERLINE AND MEDIAN STRIPING PER CALTRANS DETAIL cONSTRucT SIDEWALK RAMP 5 w ALK AM PER y. i s� e. . rte• M` • .:�:: oN PA NT Ti PA ,•,. . ...>.,.,.,..; . .. . .... .. .. ...,,,, ,: ,•,1'::> ON.,6 P.C.C. VEMENT < .,.. C CRETE VEME SEC u y t. 0 .., { 2 a 5 X TI R ' .., 21 (DOUBLE YELLOW). I i` E M NOP '%' .L• !/ %;.> awe ""I CY^K'a:i :a ''.';; 0 ~`i, r•rte.^.`:,:' �: . � `< SSA OVER 6 CLASS 11 ABASE. ':i 1, ,•{' yy�` � CLA 3 %4 O r•�r.: .i•.< Y t• t- r. %ry y ' s •�.: Ivy?+ �:'k °J :^)- •`�•, . ..> , „ '.';.:.-, .,.•:.. L �, =�� :-:':� PARABOLIC FLARE PER CALTRANS TAB -:,....:.- �;�;�s;'�:;::,-� CONSTRUCT L �u 405 4. ,r GOIdS UC CROSS .�: !, GUTTER PER OI OF AT SCAR 0 a's 3 ,r:". /:-i,:;••...'.+ :C....+:/- ;iii v•1�y•�� Y'^6- CONSTRUCT EW RAMP P R SIDEWALK E CAL TRANS STD r.> 5. STD DTL. 4 1 w 2 ODRAWING A8$ ASE GANGH NEUZING LINE PER CALTRANS DETAIL f y„ 3LL •i��i: :.5: J a CONSTRUCT DRIVEWAY WA APPROACH P �... •�"y ,-. >.;-.-.~' RO CH PER CITY OF i .• v ...,,...... ., ,.,,.. ..„ rte.,.:. F'^ :., •::,r':'< ., r x ''-:;,;;,;i`' �'jj:• l•7; ��( �w�� , r CITY OF SCADERO STDG , .. ... ...., a ..., ..,r,+• , U SHELTER s r ". .. ., .. .. ,, .. .. pie:• .,3 - , l :.. ., h .... . . . . . .... t,. ..,,••�-';,,. ..,.. ,;<;;``i:.'�<.'' EDGE NE PER CALTRANS P _ r LI + ,✓ TDO PLACE RIGHT E G S LAN A2 AT SC T OB A ADERO STANDARD D RAWIN N 22 s .. .. .. .. :.<. •<. .ra. AR DRAWING O 423 •yy:•- ! `S t .4ny DR WING. 31 G » r 1 s't f t. DETAIL 278• yr .:r %t+"c i ^Y. w S "fn �..(.r.: v.a��r •:F^ :.: INSTALL STREET M P F MONUMENT PER CITY OF ATASCADERO .,..,- iY , : .,, .. •. ,. ..,. -.... .. .. ,...., .:� :iii>.:i,;�:":4'•? •a.. s:c f,. r<, 9 , i i. •-. Z ... .. r. ... , v e .. :•r:_,..:..., _ .'.fi :Orr, .. ., .. . ,.... ,., .. ..z UGH PER HOLOPHANE OD N . INSTALL STREET M PLACE CHINNED NG _. ,. A WIN. P ...., STANDARD ORA PERIMETER N .. .. ... .• ,., - ... ..! ..n .. .. ... :.Y. NO. 426• V WIG Zi ISLANDS S SHO ti :.... :..... ....:.. .... r r ::....• ,.....:........ ...x..cw-... :.j.:.`.p.`:r-.,;-•'., .:h,,.:rinv'v,":r..'":n:::c F„ 9 r : 1 P1 , GVU CX�O 2 . Ki• , . . .. . . .. .. r STRIPING 1 i N , ../. . . ,. ... .. . .. .r. :Y G SHALL BE 100-mm WHITE LINE. ... .. r .. r r Y ...?. ., ,,f.,.v ..+. ., r .., .... 1 ., •.. r. .✓ .. .. is ,. ... .l..,. ., ... ^ x,.. .. ..... c t: , 'v* :;;.'..:.. ...,, _. •w�yam..... ^- .,,.,,,,,,..,, ,. ..:. .. .. ..:. .....:.:... .. . . .... 4 17 ._�.-�-�. . � v,--�m . (DATASCADER0 INSTALL TEMPORARY BARRICADE PER CITY C3FAD PER AMWCi3 18 _ _„_ M _W wv , ="': STANDARD DRAWING NO. 428. INSTALL R2 , R81 SIGN PER CALTRANS STANDARD. ..��._.�.�. _ .. 1 �514 �_::.�..��-____.._- ��f� .r,�--'.M �ca+ � _.�, w. _,,,_. ADJUST ALL VALVE BOXES'TO E 1�g g ' N 24 DETAIL No. 110 IF NECESSARY v b+ s.., ..�. ._. --- m : " ' ;�, 10 RELOCATE EXISTING POWER POLE AND GUY WIRE. Pt3dcE 11 INSTALL R81, R81 B SIGN PER CALTRANS STANDARD. _. _. x _. . _.<.� ...w.. -��,_ E_ _��._ , t o v, _ .,- .,.. . .•._._. _ _ ._.M_ _._.. ...__. M, w. o _ RELOCATION PLAN Hv..-_. �, � a�.,_._ .._•°Y r M w. . .. _ - - „ ,. r i� +mal w _ • ZONE TRAFFlG LINES 52+ •9 C �, �,- _�__.�___-w 1 12 PLACE NO PASSING LIE PER CALTRANS 11 PROTECT IN PLACE EXISTING U71UTY VAULT/PULL BOX. STD. PLAN A20A, DETAIL 21. :T-jrF�p ':c. 8 -- 9+74.70--,SANTA TA t.,co .�_ _ -- ---�?----- PROTECT IN PLACE EXISTING POWER POLE AND GUY 13 90' BAY TAPER PER CALTRANS FIGURE 6-20. ,.� �� 1°� WIRE. 52+92.92NEL Md EXISTING R W PLACE LANE SEPARATION STRIPE PER CALTRANS _... PROTECT IN PLACE EXISTING MAILBOXES WHERE 14 STANDARD PLAN A20A DETAIL 8. CAMINO REALLL. _ I '`wt f` :' 1 W POSSIBLE. REPLACE IN KIND IF REMOVED FOR ` EXISTING R W `'`' BC 2 '^` ` �� CONSTRUCTION. 15 P A 1 mm ,' va,� LCE 00-- WHITE UNE. EXISTING WATERLINE SHOWN SCHEMATIC ONLY; RIGHT TURN ARROW PER CALTRANS STANDARD PLAN 1 14 CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF 16 A24A TYPE IV (R). EXISTING WATERLINE. RELOCATE EXISTING FIRE SANTA A R't A ro' A NUAU HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN 17 ARROW PER CALTRANS STANDARD PLAN A24A TYPE I. Lij SEE SHEET NO. 6 PER AMWC STANDARDS. CAUTION: PROTECT IN PLACE EXISTING WATER UNE. CONTRACTOR TO VERIFY EXACT 18 ARROW PER CALTRANS STANDARD PLAN A24A TYPE VI OCAMON PRIOR TO CONSTRUCTION. (R).' 19 INSTALL R4--7 SIGN PER CALTRANS STANDARD. EL CAMAINU REAL PLAN SCALE N RIZ 1"-40' to�; +� +o • LINE TABLE 936 g60 TOS' OF LEFT CURB 950 LIME LENGTH BEARING v L1 329.79 S11'13'39"W L2 814.72 N35*53'07"E .}� 91 CURB TR S. L4 56.72 N51'3T05"E • L5 1810.15 S35*2W58"E w ,' h` �' "- CURVE TABLE ' » 14 CURVE LENGTH RADIUS DELTA • ~, "" + - Cl 276.67 400.00 39037'50` +61 »�'. "�: ls? ,03 �® C2 225.94 525.00 24°39'28" ® ui ,`A r C3 225.16 820,00 15'43'58" 00 b a C4 513.90 817.57 36'00'52" • ` r�i o 1 94�' m m op 4 C5 1041.87 4999.97 11�►6'20" 50.00 MVC '• o, +n ' C6 566.90 6000.00 5-24'49" hs • N 0 +l N C7 44.47 30.00 84'55'26" 950 '�' 940 I® � C8 49.78 30.00 954'34" �+, ♦ �.: ~' n• (d r C9 62.62 35.00 102'30'52" C3 CIO 41.37 30.00 79"00'07" + a ,�0) � C11 57.28 35.00 93*46*000 C4 C12 56 30 00 87'001 os , � °� 1°, °'' •6h` .,, w C13 49.36 30,00 94"16'04" 'f - h Go .� #�.. �, ,� to C14 4710 30 00 89"56'47' ra +9 w w p w w C15 47.15 30.00 90'03'13" 0 C4 C4 + ®® ,e IDENTICAL P N T �'" • "� + TOP MEDIAN 58 940 h CURB FT SIDE 930 d� . �! , % 88 Oro cv �� g �� © 9 u e E_ w SA T NE/ UP ®'• _N M » e EXIST. TERLINE) + 9 .� �"" a �, C4 F5 0 PROJECT SURVEY TO �; '� �°~ z VERIFY STING G� �, 11=41I p c PRI T C ST. NOTIFY N it N' ® ENGINEER IF Y r'` °' TCS' OF MEDIAN ~ +0 CURS (RIGHT SIDE) DI EP CY RS cV •H 930 920 • $ . o �% N w•H , It N S�m z W N �'H +� * � f 911 0 ' H C 64222 m z z c EXP 6/30/07 8 `I4� ti N•fi �• Off ✓ 8 ON wQ ♦ �A W 00 opc v 920 910 ENGINEERS REVISIONS SANTA BARBARA ROAD do EL CAMINO REAL �► SURVEYORS NO. BY DATE DESCRIP11ON AMWC REVISION DED FIBER S 364 Pacific sweet 1 RJ 9/16®0 San Luis%*a,CA 93441 DUIT SEWER MAIN REVISIONS EL CAMINO REAL -- SURFACE PLAN REMSON(�)s44•-�r4o�r • 'o THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES (CA) AS AN INSTRUMENT OF PROFESSIONAL_ SERVICE AND CITY CSF ATASCADERO, A SHALL. REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY 50.,3•,00 51..1•.00 52+00 53+00 54+00 55+00 56+00 57+00 MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPT Y: 00 1 A I k 1 0 THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS o 0EL UAM N TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED THOMAS E. MARTIN R.G. 64222 EXP. 3-31-06 BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE 7/7/05 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: o CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR + `` SCALE HORIZ 1"=4' '; RT �" =4"' CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT U_ • CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS, CITY ENGINEER-STEVE KAHN, RCE 42350, EXP, 3--31•-06 DATE KD RJ TM 041046 1� = 40' 7 OF 15 gar.......v.^< -.a^t^.m,-s.-„««.-e.-9_-a..aw:n^'^,.+."ra+c'9'.++X,^,. .r+maF.ryxn'^»"hme m.,.ru"0 ,a!§.,:�rv^,^e..^'.^_-......_,_.--..-...,-,•--..-.-.._-.-«-.-v. -.. »... .. ._..,:-..-_._..-. _._..._�_.._.--------..,._...-.,..._ _.b..,,,:.w. .-.-,r......,.....^....,._...,..,.,,.. -----------....__...�..,,. . ...................._,....__.._.._._.-,..................:.�„---.-,..-...e.-..r..,«.mm.,-.,�•,....--..-.-.._ ._,..,....,... .-.._ ..,..._-^..__ �,..,..-,.... ,.+.-...:_._.,....... -...------------ _ -..... -.. ., ... *n+. ,.^^^_.-ao-.,,-.. � . ........ ... ... .. '_ was„sw.*..--.e.,.c'.--_. -,-.n-a-.-.:•wy-,.+"a4.rx'ranw.7aw,.e,,?nuM' fi'A*ra rnamn+a-n--,„--,'.,,......,_-_. _.___..v.�.-,s.._,r-nxra^.a+•nnre-aereer.,mrenm,v�+-..«V., ,,.,...,.-*,.:m..aam,rrr,.r:rn..*>:.. � ___ .._.,_.•.,."...., ......................:............___-...,_-._.._�...-._._._.,_.,-_ .,..,..,,».,... _,,.._,.«,:..._...,-:..,,._...,_..,...-,.,,..,.r_ _ _..,.,,,_.,...,..�...-..._ �Q.0NSjEQ.QTl.QNSIQL41NGc5.TR!P'!N N.O..i FUT,$, CASHIN15 PROTECT IN PLACE EXISTING WATER METERS. END STREET IMPROVEM TS 1 SAWCUT AND REMOVE 1.5' OF EXISTING PAVEMENT. 16 CAUTION: PROTECT IN PLACE EXISTING GAS UNE. 4�./ PLACE BIKE LANE STRIPE PER CALTRANS STD. PLAN =< CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO A20D, DETAIL 39. PAVEMENT SECTION PER DETAIL(S) ON MEET 3. CONSTRUCTION. WHEREJOINING, NEW PAVEMENT SHALL CONFORM TO PLACE "BIKE LANE" MARKING AND ARROW PER CALTRANS 1 14. 2 a a T 4A & A2 Y`.: 17 STANDARD PLANS A2 4E. b ?S+ tiv EXISTING SURFACE F SMtX0T"H TRANSITION. CONSTRUCT 6 MEDIAN CURB PER DETIL ON SHEET 2. tri ;•.• rn +Rx z 00 °' CONSTRUCT 6" CURB dt GU PER CITY OF 18 RELOCATE OR REMOVE EXISTING SIGNe 3 BIKE LANE INTERSECTION UNE PER CALTRANS DETAIL cn ,� T 'tom 3 39A. 1),1' „Y, " F' I ATASCADERO STANDARD DRAWING NO 418 + '' `.t:a< Z OD '" ( 1 SAWCUT do REMOVE EXISTING PAVEMENT AS SHOWN, OR " C�, 4 .. r..;j'':+. „•, .(.:n.:y ''.Y 4, s A MINIMUM OF 2 FEET FROM EXISTING EDGE AF LEFT TURN ARROW PER CALTRANS STANDARD PLAN A24A ^, ••a n CONSTRUCT 5 SIDEWALK PER CITY OF ATASCADERO 4 ..4 `,a , PAVEMENT, OR U 4NTIL COMPETENT STRUCTURAL SECTION TYPE IV (L). STANDARD DRAWING NO. 419. "��: �► z�0 4 _,,,_,,,^, ,.�. ._.�• -- IS EXPOSED WHICHEVER IS GREATER. �`°; �► � EXISTING R/W --• , CONSTRUCT SIDEWALK RAMP PER 5 CENTERLINE AND MEDIAN STRIPING PER CALTRANS DETAIL 8 5 S � $ 20 CONCRETE PAVEMENT SECTION.--•6" P.G.C. PAVEMENT 21 (DOUBLE YELLOW). %` f;;� .l�:Y;.:s::-`s: m fS'' s.f tf y:>GG k•. e e F• !r (CLASS Aa/ OVER 6 CLASS Ii AGGe BASE. Lj ^r t.;:'fi:.:,s: n '-ir •r rv:1i a�y.�• •wyv•yti♦ ♦ O fi CONSTRUCT CROSS GUTTER PER CITY OF ATASCA D R O PARAS�C FL AR E PER CALTRANS TA BLE 405.4. i ,3 F / :Sn W .. >tr: }' , y ,.>• :*i>:.:,, CONSTRUCTSIDEWALK RAMP PER CAL TRANS STDSTDs DTL421 ' S.. ' / 1 v b 2 .... .v".S .... ... .,. ... ,. :.. .. .. .. , ., r 1. . r„....r•`.w.,._•.'..•.(_.r.r.,...•.:..-.-".T..:..•'+....,... „......... .....,,-_.. ............ .. a,.. .:.,.J.,.F .'F,.,:.r ..j. ....,....... ,.,�.......,'.., ,:...,).,.,r._...�,•`.t.a. ..'..^...0.^..,..:-,�,,,,.`�..-...�.,.,',,.�,-�,:^`..,1.•, ., ......,...... .,.. ...:,,..>.,`)�.v,....,. ..._ti.._ (S..:..:,y•,r•:„',r ..,t:v>,.,•:,{,rr,,.•..(..:.r. ..:.....,_`r.,:.'•te:.t...;vi., .•; S :,:;4te,.r� .' '6.:.r<:.' •n.:,xy t;)� bi"C"^i•.+hW,.•'!•i,^!`,->•'n• ' f� „':.!k,L:+.,Y.•r.,'_fq..^,�r•',-!�n• h,. t.. , •t. UZING LINE PER CALTRANS D TAI G C SEC .j CONSTRUCT DRIVEWAY APPROACH PER q TY OF CHANNELACE RIGHT NE PER CALTRANS s� . PLAN A 2oBATASCADER® STANDARD DRAWING TY OF SD DETAIL 27B. SHELTER PERC DRAWING. 431. 2 - , Y ' W : v .. 3 W INSTALLLL TREE MONUMENT PERCIT OF ATAwV A R0 P - LACE CHANNEUZING ISLANDS AS SHOWN. PERIMETER - - � 2 $ STANDARD DRAWING No. 426. IN5TALL STREET LIGHT PER HOLOPHANE MODEL Na. 17 C 9 «w 23 t!� STRIPING MALL 100 mm WHITE N ,:rr. Y.,rr � 1 BE TE U E. „ .y::T;,>�;, +00 60+00 6 +00 62+00 63 -- INSTALL TEMPORARY BARRICADE PER CITY OF 14 ..'r.,:. v TA T R N 4 INSTALL R R81 P TR A SCADERO STANDARD D AWi G NO 28 ADJUST ALL VALUE BOXES TO ADE ER AMWC ' '•4 •�.-`r.-.-. �_.,___.. DETAIL No. 11th IF NECESSARY _.,.. _._,....w. __ - -�... -�. -� . �. ."-.•...•--- �... ,_._. ,�.�,. '�'.-�-`-�---._-...--- t0 RELOCATE EXISTING POWER POLE AND GUY WIRE. PG&E 11 INSTALL R81, R$1B SIGN PER CALTRANS STANDARD. d+ 16+94.64NC IN rn .72 M _,� 50+40 - �"- RELOCATION PLAN. PLACE NO PASSING ZONE TRAFFIC LINES PER CALTRANS n7 +$2.45 L v� -w. �� :1191=z __ _ © Mr- �, .._�. . ._ ,w_." - - x�c..xx RT. 1 i CAUTION! ___, u " 1 12 STD. PLAN A20A, DETAIL 21. n,-� c7 rn c r,;vim; -w �. w __ _._. ... _M w__ _ _ :.__ ,.,. _.� w. _ ._M ._�. u. ..w. _..w. u ._.w ..__ Mw� ._ _,_.� ,�,�._ PROTECT IN PLACE EXISTING UTILITY VAULT/PULL BOX. c C INO REAL c c . io EXISTING GAS UNE W-� � EXlS�NG R CONTRACTOR TO PROTECT IN PLACE EXISTING POWER POLE AND GUY 13 90' BAY TAPER PER CALTRANS FIGURE 6-20. -- -- LOCATE UNE PRIOR OWIRE. TO ___ _ __ _ PLACE LANE SEPARATION STRIPE PER CALTRANS NOTIFY TIC 13 PROTECT IN PLACE 1'�'STING MAILBOXES WHERE STANDARD PLAN A20A DETAILS. AND NOTIFY ENGINEER POSSIBLE. REPLACE IN KIND IF REMOVED FOR r OF ANY DISCREPANCY. CONSTRUCTION. 15 PLACE 100-mm WHITE UNE. EXISTING WATERLINE SHOWN SCHEMATIC ONLY; 16 RIGHT TURN ARROW PER CALTRANS. STANDARD PLAN 14 I ATI A24A TYPE IV R . CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ( ) EXISTING WATERLINE. RELOCATE EXISTING FIRE HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN 17 ARROW PER CALTRANS STANDARD PIAN A24A TYPE 1. PER AMWC STANDARDS. CAUTION: PROTECT IN PLACE ARROW PER CALTRANS STANDARD PLAN A24A TYPE VI I EXISTING WATER LINE. CONTRACTOR TO VERIFY EXACT 18 LOCATION PRIM TO CONSTRUCTION. (R)• 19 INSTALL R4--7 SIGN PER CALTRANS STANDARD. EL U'00m%, A,M INU rm` E A,.L PLAN. SCALE HQRIZ 1"_40t 950 950 LINE TABLE LINE LENGTH BEARING L1 329.79 S11'13'39"W h L2 814.72 N35*53'07"E b w L4 56.72 N51'37'05"E ++ Z L5 1810.15 535'29'5$"E CURVE TABLE CURVE LENGTH RADIUS DELTA �► Cl 276.67 400.00 39'37150" C2 225.94 525.00 24.3902$'° C3 225.16 820.00 15'4315$'° C4 513.90 817.57 36'00`52" 940940 C5 1041.87 4999.97 11*56'20" 97' RB S. 92 20 C6 566.90 6000.00 54'49" N �' C7 44.47 30.00 84 5'26" t J 4� C8 49.78 30.00 95'04`34" C9 62.62 35.00 102'30'52" 0! „n L=49.38' ' C10 41.37 30.00 79"00'07" 4 .8e 412.35 C11 57.28 35. 9346 00 s � C12 45.56 30.00 87"0018 �► ,,.. °'"' + J _Z -a 49.36 30.00 94'16'04" C'13 .•» �-- vy� !/y22y s > _,.,..:, °.,..,_...1... ._,......, �„_ C14 47.10 30.00 $9 56'47" y®vi° qg p • M p M C15 4Z15 3-0.00 ! jw. �+ •• '�•, TOP LEFT CURB �-`U a♦' ., w� `; MEDT >n i-- O► d8 - �- r- f an RB (LEFT )SIDE ®v 0_ ©�© �." U , (0 st9 r N F- + 930 �'" 930 L 45 53 20.00' ,„ Irl + . + ° e e �' + to 9 + 0 910.1. s . d a a� '® + 920 10 c .... ....... . ... .. 920 ._. °~ � � OF MEDIAN T MEDT RB (LEFT SIDE) LEVATION ''� r RB (RIGHT SIDE) IS 0.21' HIGH SA T UNE P OF Z W v •�?;4 x LO - ,�., _� GUTTER' ELEVATI UNLESSNOTED THERWISE. N c*4- W''� + w ER ATI S PRI TOC SOJECT SURVE TO FY EX#S TRUCTI do NOTIFY °�°--� ,, a• ENGINEER IF DISCREPANCY OC RS. oLIJ + + 84 F5 ® ao .- kd '� - 920 + t9 >� zi- . 920 atr �► W C3 LLIv- 900L- 1% 00 P NOTE: STA 5 07.98 TO STA 6 52.31 •°'�► 9TOP MEDT CURB (RI T SIDE) ELEVATION 910 ..,...,..-......_.,,.,....,.:. ......... . .....,...... .,:,. .,....,......:. 10 a + IS 0.53 HIGHER THANSA T LINE/LIP OF ® � v° W� GU ELEVATION,UN NOTED OTHERWISE. 0 PR SUR YTO IFY EXISTING NORTHERLY CURB RETURN 13 in � VA S I TO CON t�CTION & No $: C4ENUINERX IF ART 015ulwyANCT cla e SCALE HQRIZ 1 --4Q , VERTa1 =4 v co W '!E9 Ulf ° �v � P NO K3 Wgg r. th z SOUTHERLY CURB RETURN C,12 ) - C3 0 tag • .mow G' iv 910 +e y 91° SCALE H URI Z 1"=40'; VER T.1" =4' U. j e h {/� ,� N ® + N N . 41 . N � � N � RS R E V I N S LA. SANTA BARBARA ROAD & EL CAMINQ REAL co .. ,�� n 0 P � A � � � s , .< M< Ni & ' t9 amon NO. BY DATE DESCRIPTION .F .e► �+�C9DDED U. � , SURVEYORS co,"�4, N �.." ,�, C��ESSt �° C A?� � S� �� w�inc Stmt � RJ 9 f 16/4 FIBM V Q S E. C �� " CONDUIT SEWERAMWCREVION 'MAIN REVISIONS ., �Q� ®�A � Son� ��r7 �so15A14TA BA EL CAM I N Q REAL - SURFACE FLAN cp C THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATESCITY Q IrXP 3Q/dy n (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND AT CADERO CA SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY p 900 900 �t MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN 57+00 5S+oo 59+00 60+00 61+00 62+00 63+00 C1V1L ®Q4 CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED Y: ' 9p� ��OQ+ THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS EL CAh Alk REAL PROFILEOFC TO TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED THOMAS E. MARTIN R. E. 6422 EXP. 3-31--06 "Z BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE 7/7/05 CONSEQUENCES WHICH CA CAN NEITHER PREDICT NORc " CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: . SCALE H®RIZ 1"--40"- T.1 -=4 CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGINEER-STEVE KAHN, RCE 42350, EXP. 3--31--06 DATE KD RJ TMQ41446 '�" �.Q' $ OF 15 �. " _ ._- _._____ ______________ __._______ _ _,__ _.. T___._._.._._. __-______ _._.___•______________ _.._:n . ___.__-___ _.__.._ _.____.__ __m.-.----m__-__._._.__.___.-_.._..__ .. ______.._m--.__. _ ____.___------ ------.------__ ----------- ___ _ _-----. ----__ ___.____ , _----____ ___._x_..m -__n__. ___ _.______,__-_-_._..- _.. _. x NG TR ��N� Q0NsiEu.QllQN NTEs SI NI 1 NO 1 SAWCUT AND REMOVE1.5' OF EXISTING PAVEMENT. PLACE BIKE LANE STRIPE PER CALTRANS STD. PLAN FLIT HUERTO WAYA20D, DETAIL 39. (DPAVEMENT SECTION PER DETAIL(S) ON SHEET 3. 2 PLACE "BIKE LANE" MARKING AND ARROW PER CALTRANS WHERE JOINING, NEW PAVEMENT SHALL CONFORM TO STANDARD PLANS A24A & A24E. _ j w EXISTING SURFACE FOR SMOOTH TRANSITION. BIKE 3 CONSTRUCT 6" CURB & GUTTER PER CITY �, J 39A, LANE INTERSECTION UNE PER CALTRANS DETAIL VA cum 11+5 0ATASCADERO STANDARD DRAWING NO. 418° kA LEFT TURN ARROW PER CALTRANS STANDARD PLAN A24A 65+9P4.63 11+59.33 CDSTANDARD CONSTRUCT 5' SIDEWALK PER CITY OF ATASCADERO TYPE IV (L). P 0 rn m DRAWING NO. 419. +` +95.63 00 `,^) W . ._, c7 rn co `' `::�`''`�`""`:`;`�„'' ':'`'` PCR � + 5 MEDIAN STRIPING PER CALTRANS DETAIL © �,, 5 CONSTRUCT SIDEWALK RAMP PER 21 (DOUBLE YELLOW). z ° + wow�'' '_ L7 i 3 7.L, to CONSTRUCT CROSS GUTTER PER CITY OF ATASCADERO 6 PARABOLIC FLARE PER CALTRANS TABLE 405.4. grim WOW607i AMAMr+ •�- - .err . ., ��7TD° DTL► 421' W7 CHANNELIZING LINE PER CALIRANS DETAIL 38A. 4Pf.. ..,ww, war w• ,......• '?r..-WY:(7xti`o ...... ....... ,...•. ....... ....... ,..,.,... ,..,.. .-.... a. e ,4 , t ` i _ „ TDRIVEWAY P CONSTRUCT APPROACH PER CITY .. .,. tis ,.. •< ... rf ] ..... . r. .. . '� .,,. ] ,.. PLACE RIGHT ED N PER CALTRAN . . .., :, . . ,. . ' DELI E S STD. PLAN A208 00, r f t` , , , ,. ._.C: .. ... ,.. ., r. .i. ... • .. Y .. 7r.. - r .v,w... d4 N, ./ . 7 `' Dw� ah. t r• >'. "'i 'ter::' 'ry. gr. ] l a, ',,{ •r a° 5F { �p ) 'r ay INSTALL n- NS ALL STREET MONUMENT PER CITY OF ATA H , i , P • ,<;•t r, • t .. , w: :��:; LACE CHANNELI G ISLANDS S SH WIN. PERIMETER d r ZIN 0 , Q f n ` p 8 n STANDARD DRAWING NO 426 r 9 A . .. ... ' G SHALL 8E mm WHI LINE. 100- TE r E r .. ..t' ..., ...,. -. ,., ._, n ^„ ., .0 i• Ler e •Irk:•.. .^tw' .`:' I: aerraneer y --Y`,„,._"^." ..t^«•^^'.. ,,;`ice:.:..::.....:...• e-, 1 T MP Y AR 1 P NS ALL TE OR BARB CAD ER CITY OF E ALL R <` ,;� R26 R81 SIGN E CALTRANS T S AN AR 1 D D. w -T• w 0 ••Y•I «, r, la `.f r r4 4 A .. .. . . .. ....... :.... .... . .... , 4 .. v{ , . .'-. ...,. {. TASCADERO STANDARD DRAWING N . 428. ( /I�p D D 0 0 Y.. ;t ! r. r. ,b m .r :'i �:' r a m ;< 13 Z 00 69+oa 7 0 71 u. Y' rs� o+o i a, ,.,., v..e..... ,. .S d \ s r S,. ,. ,.'3• : ,r.. 1 r •„ .: ;,}::.,:,*:. �,c...-a,..":1% INSTALL R81, R 1 ' w 10 RELOCATE EXISTING POWER POLE AND GUY WIRE. PG&E 11 8 B SIGN PER CALTRANS STANDARD. cn EL CAMI REAL 4 ;4 16 1 16 14 - w RELOCATION PLAN. 15 ; 12 PLACE NO PASSING ZONE TRAFFIC LINES PER CALTRANS _.- . _.._.._. .,_.. � .. -_._._ _^..�..._ .. _ STD. PLAN A20A, DETAIL 21. - J - ROTECT IN PLACE EXISTING UTILITY VAULT/PULL/PULL BO ' --'i OD --#TTt cT (7�C3� m,....M.._._M.��.• .M,_._�. .� ^x,.. ....,.. ;i, ..,..�,._,_._...^....>«.,.._...,,...,,,..�_......,�._.�»..__._._._.._w., .._........_.w-.......,._.�„_ X. t. � i1 P T >Q+ n®+ _ + { 2+42. N91 0 ' ° �" 13 90 BAY TAPER PER CALTRANS FIGURE 6-20 _+ PROTECT IN PLACE EXISTING POWER P - - S G OWE OLE AND GUY cam c[a�' �e 1 -z» 2 V! N N RELOCATE 1 ELOC; TE OR R TI z E 8 REMOVE EXISTING SIGN. WIRE. c E EXISTING STIN "� n t,, 4,, STING L T '(A } � 66+45.05r-EL I z. G R/W � PLACE LANE SEPARATION STRIPE PER CALTRANS -� -' �' `4 14 STANDARD PLAN A20A DETAIL 8. C INO REAL " „ SAWCUT & REMOVE EXISTING PAVEMENT AS SHOWN, OR 13 PROTECT IN PLACE EXISTING MAILBOXES WHERE UJI _149 t t 19 A MINIMUM OF 2 FEET FROM EXISTING EDGE POSSIBLE. REPLACE IN KIND IF REMOVED FOR ¢/'� a /"�, e PAVEMENT OR UNTIL COMPETENT STRUCTURAL SECTION CONSTRUCTION. � .PLACE 100--mm WHITE LINE. , nn/♦OOI MN♦ L'e' a i } `,r,Y�7'f,.� s EXISTING R o j `�;` ' { f� IS EXPOSED, WHICHEVER IS GREATER. /W SLURRY B CTI 10 N ; t rax �a,_• 16 RIGHT TURN ARROW PER CALTRANS STANDARD PLAN STI GAS UNE TS A C �'; 14 EXISTING WATERLINE SHOWN SCHEMATIC ONLY, a A24A TYPE IV R . ® TH OF CUL , �: 20 CONCRETE PAVEMENT SECTION.--6 P.C.C. PAVEMENT CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ( ) CONTRACTOR TO PAVEMENT ABOVE PER LS' , " ,. CLASS A EXISTING WATERLINE. RELOCATE EXISTING FI ( ) OVER 6 GLASS 11 AGG. BASE. RE 17 ARROW PER CALTRANS STANDARD PLAN A24A TYPE 1. LOCATE UNE PRI ENGINEER RECOMMENDATION! 1 )� HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN TOC STRUCTI ;• ODRAWINGCONSTRUCT SIDEWALK RAMP PER CAL TRANS STD PER AMWC STANDARDS. CAUTION' PRO'T'ECT IN PLACEARROW PER CALTRANS STANDARD PLAN A24A TYPE VI I D NOTIFY ENGINE {§ A88A (CASE*Cw) EXISTING WATER LINE. CONTRACTOR TO VERIFY EXACT 18 R ° - ANY DI P CY. LOCATION PRIOR TO C(NVSTRUCTION. ( ) . eBUS SHELTER PER CITY OF ATASCADERO STD. 1 1 g INSTALL R4--7 SIGN PER CALTRANS STANDARD. , DRAWING. 431. 15 PROTECT IN PLACE EXISMN WATER METERS. INSTALL STREET LIGHT PER HOLOPHANE (MODEL 'NO. CAUTION: PROTECT IN PLACE EXISTING GAS LINE. 23 GVU100HP12 . 16 CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO EL... uk % A m" A I N 0 R'EAL ` - Fru` L A ilk 41 ) x CONSTRUCTION. ADJUST ALL VALVE BOXES TO GRADE PER AMWC SCALE H OR I Z 1 ov-40' 1 24 DETAIL No. 110 IF NECESSARY 17 CONSTRUCT 6" MEDIAN CURB PER DETAIL ON SHEET 2. 0' CUR 'TRANS 90' CURBTRANS. LANE TABLE LINE LENGTH BEARING � L1 329.79 S11'13'39"W w T L2 814.72 N35�3'0?"E OP OF LEFT CURB $ a 93o L4 56.72 N51'37'05"E 930 ° • co �z N L5 1810.15 *2WWE + °a z N N °""' B ��T_ 0 ' M Q w . . �* , . �, n CURVE TABLE s ° . • ®q p o 'T as d.� �' �' +9 g 9 �' + 0 •� '� • -° �� h •t � CURVE LENGTH RADIUS DELTA 910. .,.._..:.:... ....... .:.... 910 ro r- +09 +, � n � � +°' � �� C44 1* � C1 276.67 400.00 39'3705or >�.° ca v �-. v acm as �? C2 225.94 525.00 24'38 28 co f- a- a to "a 9 o C3 225.16 820.00 15°4 'S8" L=47.12° ~ +a° C4 513.90 817.57 36'00'52" LA/4=11.78' FLO NE „ C5 1041.87 4999.97 11'56'20 GUTTER C6 566.90 6000.00 5'24 49 CROSS C7 44.47 30.E 84 X5'26" a` J • C8 49.78 30.00 95"04`34" ze C9 62.62 35.00 102'30'52" W 281* 8 C4 . r . C10 41.37 30.00 79�t O7" _ ° v 0 8. C11 57.2$ 35.00 93°46'00" M 0- 920 �,,,vi 8i-004 aftv r► �. ,�,; ° �:. 920 C12 45.56 30.00 87'0.0'18" 3.49% c� C13 49.36 30.00 94"1604 ' 'o C14 47.10 30.00 896'47" N Fes- d�8 iV- ygy �' + ♦ + ,� �' ° m U A p 0 00 to + '� M 9 C15 47.15 30.00 90'03'13" so _ ZTOP OF ~ M U v NOTE: STA 69+3 .69 TO STA 77+13 00 g� �� „, ~ tO ~ TOP OF M DIAN CURB (LEFT DE) ELEVATION CURB LEFT MEDIAN TOP OF M OIAN «.0 IS 0.21 H ER THAN SAWCU LINE UNLESS ® ( } � CURB LEFT SDE NOTED 0 ERWASE. ' �..C4 HERLY CURB RETURN C 5 ) w ELEVATI(NI PRIOR TO CONS CTION & NOTIFY " ' VERT.1» 4' 2 �-82 0) NOTE: STA 6 42.31 TO STA 6 .� 1 ca ENGINEER F ANY DISCREPANC OCCURS. C SCALE H®RIZ 1 =4(� ; = t- •® ,N � � ° 92.31 OF M CUR ° � t�0 '�' (RI T VA71 IS �t� � 8�' + ca 0.77' H GH THANSA m �'° UNE U LE NO + + NOTE: STA 6+97.69 TO STA 7 +13°00 T.... OTHER CT as V �"'' ,' TOP MEDIAN CURB (RI T SIDE) ELEVAM04 OD To NSE. C ' M RVE TO VE S NG IS 0. HIGHER THAN SA T LINE UNLESS 910 N RIGHT SIDE CON. CTI & NOTIFY PR T SURVEYOR TO IFY EXISTING W W' ENGIN IF Y T M DIAN ELME CHIS PRIOR TO STRUCTION & NOTIFY • DIS E CY OCCURS° RB (RIGHT SIDE) ENGIN R IF ANY DISCR ANCY OCCURS. d '.....` ...r.J w 910 . �............ .:...............910 rt w o -N t� ' L47.12' `.. a W, _ _ _ i 9 t7 �., wtl a= �' � id9 1 + � . Ma f'�. � y� p�p �N �°�I I^ I*�'"` F^ � CID Lou1a.4 0 0 4t$ � t`$ C�► � � "` r V_ ® � •" N rw w"": �® C� w- {� 44 z � frt � }• fa N 01 h A t�8 �- w '�`tp V! (4-H ^ Z N TJ „�,�.» + .I,. �, Qf N ""' O �- tr r w n4 r z z 'GIC ai ta. C 0 -t� + � +� + 0� '� � w o' a� ® � �' p �,� two ° t��-: �'rte .H �-fit � o ta.. a�9 tt� ,�t9 + o� o� vi r., o� Q h• M S.. Vf �.._.._.- O GIs tCl a✓ Slm ®..r .�,, t® v <e�► wD v �►- is. "�Lt. s� 4 Ls.. + + C? h- 1- Ca C� d• aws as to h �` "4r W U C'� +1"" pp+p� =C�� fig,,g Cd wz W M + Irl s� Q C 20 tQ 3r��..► tD v v + •✓ v ��.• W' al�.► '� "f'., trt 4 C9 C', U tty ue� �'' .�:i Oeq to v y% L w ol�r +F-C9 d t9 +t-- + # G 4„ 2 11.2 4. o k 0 900 -, 900 3.qg � } EXISTING Y CULVERT 900 00 4 1 SOUTHERLY CURB RETUR ( cl SCALE HURIZ 1"=40', VERT.1" =4' 63+00 64+60 65+00 66+00 67+00 68+00 69+00 70+00 71+00 c I~ NciNEERs R E V t 6 V NS SANTA • BARBARA F� ® AR A A ROAD & EL CAM I N O REAL. � PLANNERS on SURVEYORS NO. BY DATE DESCRIPTION s `' S O iib g A `� ; -� V4 Pao�ft street t RJ 9 16 f 0 ADDED 05: EL "" z_s > CONDUIT. ;SEWIYERAMWC R 'MAIN REVISIONS REAL -_ PROFILEw®��5 E. "�°� '`(8%)44-7407��"" EL CAM I N® REAI. SURFACE PLAN �p SCALE H IZ 1"-40'; RT.1 ••-•4 � � � � THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES C64� m (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND CITY OF ATASUAw"ADER0, CA a OT X SHALL REMAIN THE' PROPERTY OF CA. THE RECIPIENT MAY AXP. MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN l CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ' THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS ACCEPTS N OFCA��Fq TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED � THOMAS E. MARTIN R.C.E. 64222 EXP. 3-31-06 BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE 7/7/05 - CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: ml J - -a CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGIN --STEVE KAHN, RCE 42350, EXP. 3-31-06 DATE +(0 RJ TM 041Q4f> 1" = 40' 9 OFA WOMAN I L L o __ ----_,-__ _------------------_..,,_----_- _____-_ _.�_.___---.___ _�_____-__ ". --___ _______________. _.-.._,m -___ _r__- w. _ --,_ -,-,.__, ___-�_�_- ___--..- __a ._.__._:: _.n....___ti-__.._..__-,.-__ ---__ _ r _--_.._.:,__ .___-_-'_-_____ _ __ „_a. .,, ---.___r..---._. .__...__ ,__.-, rv...wl*m^ m -,mw, as iaw+,.v... rz,-a,a:r•.... »v...m.:�!saY' »m^--•+....-...,-__.,-__.._.-«-.-+.a.asmarvwran.-y:,,,.,.,-w.r.,»..,-.,-,...,..,_,--�-.�._._ _____... ._._ .. CQbjSjEQQ"nON blQ1. EXISTING WATERLINE MOWN SCHEMATIC ONLY, 1 SAWCUT AND REMOVE 1.5' OF EXISTING PAVEMENT. 14 CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF I PAVEMENT SECTION PER DETAIL(S) t'Mi SHEET 3. EXISTING WATERLINE. RELOCATE EXISTING FIRE HYDRANT/VALVES AND EXTEND LATERAL AS SHOWN WHERE JOINING, NEW PAVEMENT MALL CONFORM TO PER AMWC STANDARDS. CAUTION: PROTECT IN PLACE , � NCRE CULVERT X � � �` � � CONTRACTOR TO VERIFY EXACT SLURRY Y B SEC71 10' NORTH CURB/GUTTER EXISTING SURFACE FOR SM007H TRANSITION. EXISTING WATER UNE. D TH CULVERT'S, A/C PER SEP omv y (EXIST. PER f�� LOCATION'PRIOR TO CONSTRUCTION. � PAVE NT ABOVE PER LS PERMIT ,�, �� 'DIEGO CONDO ��, i' �/CONSTRUCT fi CURB & GUTTER PER CITY OF ENGINEER RECOMMENDATIONS. _ _+ a v v ® ( PLANS BY K&D ; ATASCADERO STANDARD DRAWING NO. 418. 15 PROTECT IN PLACE EXISTING WATER METERS. ....;tC.. C?,ELLE --f + "#' ENGINEERING) c w >c�p co) > F_ CAUTION- PROTECT IN PLACE EXISTING GAS LINE r, • z ca c Z CONSTRUCT 5 SIDEWALK PER CITY OF ATASCADERO 16 X w to �` 4 CONTRACTOR TO VERIFY EXACT LOCATION PRIOR•TO • y,m --�. STANDARD DRAWING NO. 419. . .�... ..a.. 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ELLE... ... :.. .. n ELLE ,.., •.r .'�.�..."; .�v ,.. ..:.!ELLE. .. �:, Ty.•�, ... ..:ELLE.: ELLE ., .v ...'�.:.�''..�.(•:l�•' '•.;.•.x" .,,....yM ..� ..Y...r•.w ,....+rt r-.,�., .. -�!4.w*,a`fw%ce .ra:.4:':•i•+:✓.''. .r..._,.yq,.Y•sJ:"F'F1Y•-�•-+?o:rf%:�.,ww�,.a.,wrib .r•'�1y'Z""r . .. ...,,....:,..,,,ELLE,;'iri..y.::.i5':...,K,:,i.....'w+�•Sf.?3% 'Nr}w< ...,'..:..''�.,ELLE. .. .. :'.:_,... N+ .. ATASCADERO STANDARD DRAWING N0. 423. PAVEMENT, OR UNTIL COMPETENT STRUCTURAL SECTION IS EXPOSE WHICHEVER 4S GRE w _ //�gipy ,. , ., .a;s°a:, '-?..,:•. ,...?:;:. ,<. . YJ r . R CITY OF A SCADERO TC y,,.,.,. ,;J;:.:: ::.. , INSTALL STRICT MONUMENT PER TA OQ 72+QQ 73+{3Q 4+ 0 75+00 75+oQ 7?+00 . .': _,:.'..<<, :...,.. -:j` :.. ;.. :.,ELLE, ;�;,,: T9+QO , ...�-. . ---- `:� STANDARD DRAWL N NG N0, 4260 20 CONCRETE PAVEMENT SECTION.--6 P.C.C. PAVEMENT w ._.r 14 19 9 :. _ .:: w_.. ._._-. M.:_.:»... (CLASS A) OVER fi` CLASS 11 AGG• BASE. - - _ _�_.. _. INSTALL TEMPORARY BARRICADE PER CITY OF ., .� ..�• .�. w. r.M ,.� ._ ATASCADERO STANDARD DRAWING NO. 428. CONSTRUCT SIDEWALK RAMP PER CAL TRANS STD ., .r...,.�,..,'. _, r,......,.n..<,r,�_. ._..,n.., vn^�rrrw .L�,.re:„i .�,. --- rw.v._. .�:-< �-. .._. .:,�� aa,..,•.» ra�..,-,.�.r�aw.,r<�- •�.:�..».MF'!� _..�5:, n :>",*v:: ..,,,. ,,.55:";\'!a.�- •,-,�,w.•,� wr ��';7s-' .r x'x v .acxi- ,.,Je,:sc-,3 n,x ,e - t.i.... r'. ,w x,..,,«•,,.m.<.r,..�.i�. ,.,.,,»aK.rr�L,,..,.. ,- ,. , is - - .,>^. --h:vx iab%mar�>•r ,,: . ,..,,.,rw�. .,w.,.J,',.>>,.,,.,r.,,>•..,,>. .n...,.rM,,.y,.-t �".n>M.`x• ^ ;�,'a'rx...._-,_..,:,.,..,.,,. ..,. _.. _. .__ _ _ .. ,•. ,., ••r• _ - ,.� /!`" '_�J...�°r-*•''. zte:f'>wsr� z,•fx�c _„ >< ,A-,.. . .,:.:.�s( "a:,w,.-w,�Y.,civ-r'"_:r. ELLE, •w..rv�.,rte.. ...��'.»:�+•r., __,ELLE.__.:-..._., ...,., ..,,.,.__......,,.......,..._...,..._„�,..-,.,,...n.-,..,.-. -..,,..,..r,,....,.�,�n.,. (DDRAWING A88A CASE C"( ) ._.,...,...,,.w.�.�..,,..�.,,_,.rr.Mr~.�,_..�. ,�.v...�.....�...�w...�...�..rw�...n........�.r.....�..�...._�,.r_w....,...w.-„_�.,_..�.,._....n�.,,...�.�,_,�,�.,�..�.._.�_�,.,....��...__nw.�.._,.r_,�.....��. �,,,.�o .�r_,��...�.,_.,r�._.�..,n.�...�._w...r._,.� � .,... :.�� m ...,.� .� _. •.. -�. .n.w.,...w.,.-_,.. ..^_,_.r,.._.,._,_._.....__. X m�- �'<T- 10 RELOCATE EXISTING POWER POLE AND GUY WIRE. PG&E _ _.w_ w_, __ _. . �. �, �, . __... « .� .__ _, _. .__r ._. ._,� _._r �._., . _. ,w,_ELLE_.. _.,_.. _,.._. _. : �_ ,_.._. _M._ _.." _ELLE_ . ..w. .w..... ,• _ _ .. . ELLE _..._ _ _..,.._. v_. Q -- RELOCATION PLAN. EL CMI > � EL E TY OF ATA ADERO S EXISTING GAS LINE w._, �z--� <`�'��ry ...w._ '.w. ,..._.. _ w 22 BUS SH TER P R CI SC STD. • T__ __ µ CONTRACTOR TO DRAWING. 431. c o FUTURE w�..m.,.,�_...,_..,_ �_.._._�..°� 11 PROTECT IN PLACE EXISTING UTILITY VAULT/PULL BOX. ` LOCATE UNE PRIM m / �,,>..,•„ Ww, .• CURB GUTTER �..• ELLE... ._. INSTALL STREET LIGHT PER HOLDPHANE (MODEL NO.. TO CONSTRUCTION _ ', 7 rS ,IPING 12 PROTECT IN PLACE EXISTING POWER POLE AND GUY 23 GV1D100HP12). AND NO"TiFY ENGIINEER LLL `., ST. �S w WIRE. R ! 'NG R W OF ANY DISCREPANCY. FUTURE STRIPING EXIST. DIEGO CONDO' ADJUST ALL VALVE 8OXES TO ADE PER AMWC EXIST{ / CURB/GU1 PLANS BY K&D 13 PROTECT IN PLACE EXISTING MAILBOXES WHERE 24 DETAIL No. 110 IF NECESSARY t ENGINEERING POSSIBLE, REPLACE IN KIND IF REMOVED FOR CONSTRUCTION. EL u" AMINO REAL1 . °� NOTE: FOR INTERIM IMPROVEMENT SCALE NORIZ 1�'=4®' PLAN, SEE SHEET NO. 2. - 950 950 51QNINQ c RIPING NOTES PLACE BIKE LANE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 39. (� PLACE "BIKE LANE" MARKING AND ARROW PER CALTRANS STANDARD PLANS A24A do A24E. t� 1- z BBIKE IKE LANE INTERSECTION UNE PER CALTRANS' DETAIL 1 OW CUB TRANS. 0 N 4 LEFT TURN ARROW PER CALTRANS STANDARD PLAN A24A w o j5® 0 TYPE IV (L). v 5 CENTERLINE AND MEDIAN STRIPING PER CALTRANS DETAIL w r3< •ti,, 21 (DOUBLE YELLOW). PARABOLIC FLARE PER CALTRANS TABLE 405.4. 9-40 � � N � 940 � � � 7 CHANNEUZING LINE PER CALTRANS DETAIL 38A. LAI � 8 PLACE RIGHT EDGEUNE PER CALTRANS STD. PLAN A20B, Ilz p a a a DETAIL 278. ' 0 g a 0 9 PLACE CHANNEUZING ISLANDS AS SHOWN. PERIMETER + G) STRIPING SHALL BE 100-mm WHITE UNE. h� a INSTAL. R26, R81 SIGN PER CALTRANS STANDARD. cv n 11 INSTALL R81, R818 SIGN PER CALTRANS STANDARD. 4 TOP OF CURB 12 PLACE NO PASSING ZONE TRAFFIC LINES PER CALTRANS (LEFT SIDE) �"�"' STD. PLAN A20A, DETAIL 21. g W a 90' BAY TAPER PER CALTRANS FIGURE 6--20. To) PLACE LANE SEPARATION STRIPE PER CALTRANS Am 14 STANDARD PLAN A20A DETAIL & 930 930 uj ~ 15 PLACE 100--mm WHITE UNE. T LEFT R � � �`'� � �'' 0 16 RIGHT TURN ARROW PER CALTRANS STANDARD PLAN V i A24A TYPE IV (R). n T OF CU � � r-PO ID w �' ate' 0. 17 ARROW PER CALTRANS STANDARD PLAN A24A TYPE I. tx m c, c2 8 T W •t o� [NOTE-. FOR IN IM IMPROVEMENT ARROW PER CALTRANS STANDARD PLAN A24A TYPE VI I 1 v �" PLAN, SHEET NO. 2. �- 18 R • �` 8°' ( � °a ~ TOP �' MEDIANLL. 19 INSTALL R4--7 SIGN PER CALTRANS STANDARD. -0 NOTE. STA 69+37.69 TO STA 77+13.00 CURB {LEFT DE) ° TOP OF MEDIAN RB (LEFT SIDE) E VATION IS 0.21' HIGHER AN SAWCUT UNE. U LESS NOTED OTHERWISE. (/�. • '> 8 z PROJECT SURVEY TO VERIFY EXISTI G ®/ ® ELEVATIONS PRIOR TO CONSTRUCTION NOTIFY '^ a, 92 P ,� 920 W LINE TABU �, UNE LENGTH BEARING °D 0 ®� L1 329.79 S11"!3'39"W v v L2 814.72 N35*53'07'E F2 °' L4 56.72 N51°37'05"E 0 ~ L5 1810.15 S3579'S8"E ® `~ -N v C CURVE TABLE TOP MEDIAN &N CURVE LENGTH RADIUS DELTA CIAOTE' STA + TO STA 77 13.00 ,�, k.a tV CURB (RI T SIDE) +► C2 225.94 'cl 276.67 4525.00 24"39'8" aLT � T M CURB (RI(HT SIDE) ELEVA7I Q, �.. ISO. ' H THAN SA T UNE UNLESS + °f CS 225,16 820.00 1.5'43058 20 NOTED OTH r C4 513.90 817.57 36'00 52 +�- PR T SURVEYOR TO IFY EXISTING ;_ + C5 1041.87 QVA S PRIOR TO STRUCTION & N07I w�°� C6 566.90 69000.00 54'49" .d. IF ♦Y DISCREP CY OCCURS. .� 0 �- -H R Ibis + ,�, 910 C7 44.47 30.00 84,"'x5'26" w W 910 .N 4 O +�- C8 49.78 30.00 95`04'34" U W .j am' a � i �,c,. CI 62.62 35.00 102'30'52" w 0CC z ,.� ?' w P C10 41.37 30.00 79'DO'07* � 4 6 n. Cil 57,28 35.00 93°46 wo cn ^ { .Y tl. 56 30 00 87'00'18 .�. -H ,* c r• .. C12 , 45. . ,- c7 41 m �,, C13 49.36z 41 30.00 94'16 04 o� N �""' �' 78+00 79+D0 80+00 81+00 C14 47.10 30.00 89'S6'47* s • ii �u �° :�: C15 47.15 30.00 90'03'13" 4.0 i A d:i 2 � .� W a F- ry ,�•� Z acv sem► s•►. OWN ,� �^}� „� In 4-`�' : 4'► Z h 2 VD "}I 'fig �-H!' � � ®' e R E 1/ 1 5 1 0 N S U 0; ' � � ,�y � �.,� �� P�� ENGINEERS c O N n � tI9 0 : �► NO. BY DATE DESCRIPTION P L A N N E R S SANTA BARBARA ROAD EL CAMINO REAL 900 �` ~ 6•- + + �' 6R. lr® a,.v amon SURVEYORS ® ADDED fl K la. 'b„' a,o a6+a✓ Igo vim✓ f� a.r i a..► �,._,L.�. y Son 354 Obispo,CA 8;i4Ut �a��I,�s��: 1 RJ /16/0 CONDUIT SEWER MAIN REVISIONS ESS/ REVISIONSIi, EL CAMINO REAL - SURFACE PLAN EXISTING � ti� (om)�74o7 U a�� • ,� CULVERT ��®®fps E.�� THIS DOCUMENT WAS PREPARED FE CANNON ASSOCIATES CITY OF ATASkCADER0. CA 0 ,, rn (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND a is ii C 642 m SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY a I EXR 6/30107 MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED ; d THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS ,. ej 0 71+00 72+00 73-1-00 ?4+00 75+00 7f>+QO 77+00 �A cIvA� �®, TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED iO E A L P ��CA�� BY ANYONE. OTHER THAN CA MAY RESULT IN ADVERSE THOMAS E. MARTIN R.C.E. 8422 EXP. 3-�31--06 `�/7/05 ,., CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE; SHEET; CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT lw 0 F I L CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGINEER--STEVE KAHN, RCE 42350, EXP. 3X31--06 DATE ICD RJ `M 041046 1 fD � 40' 10 of 15 ---------------- _ _ _. _-_.____..___ ___.-.._____-____.___._ ___..___.__ __._.u._,. __ _ _.__._--___ _.__,.d_-. __. .., _.___._. -_ ___.-_.____._._____.,ELLE_.,-_,_.._ T, s Y � I low I I WATER NQ.TE5 V INSTALL 8 PVC WATER LINE. (C900 CLASS 150). 1� Z") I ( ' �, CONNECT TO WM PER AMWC DETL 100,106. tc O CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE PRIOR TO CONSTRUCTION. STA. 24+16.16 6 0 CONNECT TO EXISTING MAIN W/8'° TAPPING SLEEVE. J ~=--`�-- A .. Q TRENCH BACKFILL SHALL CONFORM TO AMWC & CITY r" 59.00 LT, �=I I . 1-- 1,0 Ls `�-�-- ,�aJ OF ATASCADERO STANDARDS. STA. 17 �.9 � 5 SAWCUT EXISTING PAVEMENT AS REQUIRED 70 MAKE I I a -�._...� I >rM I CONNECTION TO EXISTING MAIN. EXISTING STORM DRAIN INLET O CAP W WATER MAIN AND TEMPORARY BLOW OFF AND 1 a ' .v�•ter, r:: .,., f �� j TEMP TRUST BLOCK. _ _ U RE CROSS GUTTER ,�� ,,,,,,,.,,- �,,„„r• � � 1"_" .,�.e.....,,. Si•..,..,.�_-.,...._._.Y,�_...-.. ._.,..1,....y,........._,�...._..w.._p;_....�.._._..,_.,....^,',"y' `". 5.�....,......,,.__..,..._ ....w„a�..... .w,..:,... _ ©7' .,,._-�---- ..�- -- �._...,.... .,..._. _�� .�.�, _.__•...-..�.....�.�._.- ...... __�. ..r..._.�.„W� ---_.. � �.., _ �. SEWER NQLES ,,,.�..... �..��.• ...�... ___. r_._.�______..�_,�. __..W ._�_ ,.w�_.w__.�..�.__... �_ _�.� ,_..,_.�,_.�_�_.:._.. ...� �._.�.�_._..._e�_.�_ �.. � �,..�..�--:-��.. .��. �w_- �_--�. w._µ.µ �- —� -•-.---.�.•.---__ .� ilk- 1 INSTALL 10 PVC (DR-35) SEWER LINE CONTRUCT SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. DWG. NO. 606 & 608. -�'” -- --�- PLUG SEWER UNE -- _ INSTALL 8" PVC (SDR--35) SEWER LINE. SANTA BARBARA ROAD 3 13+14.92-BLISS 12" EXISTING 4 3.03 RT. STREET= WATER MAIN BARBARA RD.NTA 1 j�'r'"�,: �� ,,.. t ��;a�"°tt�wi �"�3S► �� .► , T A B A R B A R A 0 A r ----- .__ SCALE: HORIZ 1"-4O' 17+00 18+00 19:+ 2 21+00 22+00 23+00 24+00 25+00 940 940 •l 920 20 11.44 VERIFY LOCATIONOF E)aS71NG 1.30 910 910 , PR1t1R . : .iXIA •ac TO CONSTRUCTION it .,. .� �C1�OSS--•G<t,1TTER.. of SIE PLAN FOR m r. - O" ♦ Ci FLOWUNE ELEVS. z t cv N Ch ® cr, • 905 ., ,.... .. .. ...,.... ,. 05 as 4Vw .-• W cV Ch : CL to Im m W O� LV O tJ 910 910 PVI STA 17+50 ------------ 200:Ot' VG p PVI ELEV := 909.74 PVI STA = 24+47.64 900 ...._.,................ .....;.,..,.,..;900 A.D. # 2.59 PVI ELEV , 909.55 c¢o . + t� VERI L ATION r� bo TION 920 .. :�........ ....... . . ..... .. ........K.... ..7,..7..22.......... ......... .. ... . ........,. ...... :.....,.. .. . , ... .�.,.. ... ......... . :......... .. 920 K 34 200.00' VC A O_ 5..g2.... d. .,. toOF is PVI STA = 21+08.27 �' 4' to PRIO WA R UN PRIOI PVI ELEV -- 906.9 6 1CTI T�} S CTttN o A.P. = 2.00 N 100.00 200.00 VC t ©iso ~O rF°bC gr COI! z , U •- • � , ��- �� T 17+49.10SANTA BARBARA ROAD ® o N a z 00 �:� «0� Q SCALE® HORIZ1"=40', VERT. 1"=4" 900 ` 9w OT 0 4 +'. r C� Q 0j O to P1 � N tp7> }" � N� � t!) p d+.�- V_ U " a Ll d fC7 d N Cay tf3 !I C G7 ?-! 6 L;j + 66 �� Z Z � ® v-CF) ®� © U U CJ J l` >> O CV ami +Cn a ! + W ® > Uf - W W O d s C� CO tIq U t` U U 2 'n N tri o PR D t c� .�-c� o iri iA r- N bd � O 2 C> � O t� O ! 910 ..............._....,. ._.,. . >.�.W ..:._ .FI � ,�. c� p ......._.., �_o ,.. .. .. .: � ., c;� .,�.,... _.. cs� �.CO C7 "t ......�...., A MED rn ca c, o o ca + 0 o +ob DEPTH= to }-y-: +r: `— to 000 C7 � C i n�� 00 N CF> � CI1 a'0)i Cq0) N� as + ±Q © q N 0) CNN NONM ® N W .� CL .., CL ASSUMED .�. - --MfiSTiNG GROUND DEPTH= /� eWATER LINE AT 0 1 i== .1.08. „'SEE.. .. w (TP 907.5f-� MED "` z ``''�- __ EXI NG ND STORM DRAIN W/ CONCRETE ENCASEMENT �-� PER; GRADING PLANS EXiST1G WATER LINE vi C TRACT TO VERIFY E ~�-- __ tED — ------ SCALE: HORIZ 1"=4O', VERT. 1"-4' a LOCATION OF EXISTING DEP; WATER MAIN PRI TO -�---� _- _ TE E�#S T 3.®' TRUCTI 1 CA T t 1tV1` .I TP 904.1-+- MED va'i 1 �' CONTRACTOR T VERIFY cv LOCATION OF STING WATER cn r- N c7 i cr TING 12 WA ... ... . ..... .... ......_....,......... .._..........._ ..u_...r:_....... �.... ......... ...,. ... .. .. . .,...,... ... _.. ,...,. _,..,...., ... ... ,. . ... .. .....,. . ... ... ..,, , . . .. . ...�M... .. ..., .. ..Q.,C.C'N!ISTI�t�, .. ,. . ,.�.... ... .... � 900 . .. ......... ........... ..... ...... ........................ .. E� ........_..�.,..,...�..�.__._.��....�.._ .,...... _.._....:._.�..,....... .,,...... , � ,. ,. � . 900 .3 RIOR N LINE C `�' STRUC D NOTIFY YNE Y U 2 Ma E N GI N E E R S SANTA BARBARA ROAD & EL CAMIN SANTA BARBARA ROAD PROFILE O REAL SURVEY 0 R S NO. BY DATE DESCRIPTION SCALE: HORIZ 1 =4O', VERT. 1 =4' n {G 364 Patina street , RJ ®16/0 <NCFESS�� San Italia Qbiepn,c� s�.wtCONDUIT SEINERMAIN REVISIONS cs°S� ..��°� SANTA BARBARA ROAD �-- UTILITY PLAN (CA) DOCUMENT WAS PREPARED FE CANNON ASSOCIATES OF ATASCADERO, CA�U, �� C 64222 m� (CA) AS AN INSTRUMENT OF .PROFESSIONAL SERVICE AND ' �.. � I�XXP ��'��, � SHALL REMAIN THE PROPERTY OF GA. THE RECIPIENT MAY MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED .�� THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS �jCIVi�- �' TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED Q�CAL�{� BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE THOMAS E. MARTIN R.C.E. 642 EXP. 3--31--06 7/'7/QS, 0 CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR DESIGNED BY: DRAWN BY: CHECKED !20B NUMBER SCALE: SHEET: CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT EXP. 3-31-Ofi DATE �' � CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGIN -STEVE KAHN, RCE 42350, KD RJ TM 041046 1 = 40 11 OF 15 s __ __- .. __------------------------ __ ---_-__. _ -_------__ ________.._.,.._______-.. ...... _._,.,_., _, .._____.___, .w. __.__..,.. ___ __ _._,.. w.__m----- ___-________ _ j WATER NOTES I1 INSTALL 8" PVC WATER LINE. C900 CLASS 150 . CONNECT To WM� PER AMWC DET . 100108. i Cn z CONTRACTOR TO VE IFY LOCATION OF EXISTING WATER + l �--- "'100 LINE PRIOR TO CONSTRUCTION. + 6 STA. 58+08. 9 + D CONNECT TO EXISTING MAIN W/8" TAPPING SLEEVE. INO REAL I � * 84.13' LT. io �� TRENCH BACKFILL SHALL CONFORM TO AMWC do CITY ' -Ljcooeo"fo `� O ATASCADERO STANDARDS. NO vet t - — --- LZ'b06 "� 5 SAWCUT EXISTING PAVEMENT AS REQUIRED TO MAKE .a,•- ;:, �� a �� •N ! � ;� �� / � � CONNECTION TO EXISTING MAIN. «.t OW„ ,M„ „�M 't' = 6 CAP 8" WATER MAIN AND TEMPORARY BLaw OFF A D sew � --J TEMP TRUST BLOCK. U ( U T ^ _ - Y�vtY.1 .=Z "•t L UT ---- ' --- OG FO _F0� EXISTING UTILITY TRENCH 0 7 --- 56+00 ------ b' w S'�' _ _ ''-EXIS1iNG FIBER V1"Ti� ° oao- --�- �o- - - -�--� o �.o a tW, , CA Fd^-- - - �o �4-- Fd4 --- WE�J� R N OLE - -- REAL 57+0a Z 59+O0 60+00 � s1+00 3 SS 6. 0 V 1 INSTALL 10" PVC (DR-35) SEWER LINE ---- 2+00 O W ATASCADER SCONTRUCT TD. SEWER MANHOLEPERCITY OF W TD WG. O. 606 do -... _. _ 1 PLUG SEWER LINE El CAMINO __ -- _ ... T AS LIME- _ . _ _ _. I C�R �_ _. .. . .__ ._ _. . ._. __ _ _ _ -_ _ _ ._ _._ _ '�' ' "` "`----- ---- 9.90' RT. 2 18. E�fISTING R� EXISTING GAS UNE INSTALL 8" PVC (SDR•�35, SEWER UNE. , - - -- ---_ CONTRACTOR TO 12" EXISTING LOCATE UNE PRIOR WATER MAIN To CONSTRUCTION _ _ _ a .1G� A P''�'�►�6 Fal I MM AND NOTIFY ENGINEER 1 OF ANY DISCREPANCY. 00 �� EL U'LAMINO REAL, - ... PLAN SCALE: HORIZ 1"=40' 930 W ,-, s 930 c0 IN� � X � Ca N tt!- Q Ito 2rU W 16 +F.U. W "� - { < C� d= V) N �� W RB �+ oo all ^ I Nt3Tc. �•I A..., +0'7:98...TO'..STA.63'f 52::r •.• ,n= c� -H ca ca p OP ' MEDIAN ;CURB (LEFT SIDE) ELEVATION N U 0 X 1n z z %' Z IS 0.21 HIGHER THAN SAWCUT LINE LIPOF c+o e `'j �' en+I en+I ,j {' cn {ATTER ELEVATION, UNLESS NOTED OTHERWISE. . r27 u ®� N N ` �=^ r_. X csa PROJECT SURVEYOR TO VERIFY EXISTING + W W "� N ELEVATIONS PRIOR TO CONSTRUCTION do NOTIFY Ute., 1f3= �-- C9= W © - ENGINEER IF ANY DISCREPANCY 0CG IRS. " 127:` ._e h CJ C]U 00 C7 0 0x — Zy.e e^` h U HW Q to Q W t,-Q W Ca U {� W(� 127 ...t27 �.. F^ + to: . . _.. .w..n. _....... . 92G) '� " ` LC) :: az �� . ,-..� _ _..... 92G) 920 0 z 920 W 0 aj +�" ca `�' z STA 5I +07.98 TO STA 63f52.31 NOTES U °' I, TOP OF MEDIAN CURB (RIGOT SIDE) ELEVATIONaw wh � w X fS 0.53 HIGHER THAN SA T LINE f UP OF W GUTTERl ELEVATItNtt, UNLESS OTHERWISE.." •N " - o= a, V) .•w PROJEt?P SURVEYOR TO VEFY EXISTING �c "� z ELEVATIONS PRIOR TO CONSTRUCTION do NOTIFY �"I+•:�` N _ EiGtNEER 1F"ANY'DISCR �: N to +I EP`1�NCY-_OCCURS.'_ W 2 ROXIMATE LOCATI OF EXISTING 12~ ATER ey` - M - } N 0 ay w N i `-. o) U E TRACT TO VERIFY LOCATIONP TO - µ ' •„ Lt- o= V_ z -�' n. C UCTi AND NOTIFY ENGINEER OF Y . {� u7 v © cn Q) z h Df C'EPANCIES. d .. �. a+o U to= o, w 0i w-! c� w�- °� m Ln L0 C4 N U- ,� cn N r► `� - •`� •. +~ 0 X 0 � ' z c°'v � �°° APPROXIMATE LOCATION C,4 0OC1 t/? C'a ... ... .. _. .... ....... .. .. .. . . , . ,� , , . ..... .. � -�. ,EXIS'i.ING...FLB O� .C.. +' ca e�� © w to �. ,.. .. :.. : ............ .......�.. .. ....,......_... .. ...... ...... 910 910 .._ _ 910 N u �� h � H X CO ►-- „N U N .'CONDUIT.GONDU CONTRAts -" �„Q i., co co 0 TO VERIFY LOCATION STORM DRAIN PER GRADING P ."„_ .. « { `:. r 1n .�'`' + o� �, ,x rn -H ,., _ 2 tO Z 2 � f�R10R TO C(NVSTRU ON i « ° w o c� rn w o +I Z,. 1 AND NOTIFY ENGI EER .-. cfa `�N cn w `�' �c0 F- }-- ca ”' c� c� `OF ANY DISCREPE ES. H a .� + ©z © �r 00 +i z z l.tJ uu ',J'-12' HDPr '� " N, .. - ...�.� coo :: "'v "' o x ao to c7 z ,., + 2. 8 �-: ��._.... +" c� ) °' o aoi `�' r i X -t w M +t .�. c� cn -H -'H c� c� -.., x ,° ©`� {�- +i.._ © 127= W rri X Q `" ~ -H .-. z X O O Z C7 Z Df o TP 9 .9�c•-A MED co ©.�t + c� N c� © W W C. cn �{ N X �,t z 't7 y .la". ." Qts_ I— 0� M L'1 CV X � _ N �� t�j W t-- ~ -H F=-•^• F=- � _. w t� rt t!7 N -H to to "� + U _ 1C) © V3 +i `s C N to A -'�. tJ _ Ch tO ,.. W.: M0. .p'... o... W...�,..... �.. _.W:.... �, LOCATION E TING •�� ...... �--,:�_ �- ,� (0:2.., o v c�v � o w X WA M PRI TO '` _« ± + c� civ v c7_ © N� +�' +�� ci a W V- m< U- N`[ U +!-- 1n m cn= te)Q �,., Q LL to X_ 0 v cagy 127 z 0 p s � tri • VERI LOCATION cta�.r Q t + �.0 cow... cfl��. NU rn rn U �H vs CONSTRUCTION _ o Q + ca M Q + ¢ w�u_' OF EXISTING Q a TI . . .,....,� (a 2 to M.. - c0 M 9 M to wATE LINE PRIOR as ... � 4 +o r;g� TO STRUCTION M N r,.. 900 900 _,_ 900 1 .. 900 I �'�rw ...... ........_ .. ..,....-- ..•,_.... .........M..";.."r^:rev...-„, •--... .,,-_>... ,. ` • i. ... 58+02.34 EL CAMINO REAL 0. SCALE: HORIZ 1"=40% VERT. 1"-41 0 to W ORTION OF . 92.2'7 LF�•1o~ PVC , w wER o 0.40x cc 890 890 CID LUG SEWER j ONV. 688,09 10.0 N10" PVC SEWER O 1.0ox 1 0 55+00 56#00 57+ 59+00 60+00 61+00 62+00 63+00 64+00 cn . R E V I S I O N S ENG ! V E E R S SAN TA ANTA BARBARA ROAD & EL CAMINO , REAL. C" s u L v N r o R S NO. BY DATE DESCRIPTION ® EL C� A 'MAINO REAL PROFILE I ss�pa�rnC Street 1 RJ 9/16/()5CC�VDUIT SEWERAMWC 'MAIN REVISIGNVS > �� ADDED MR Son!�► �l�o.�A ss4o, EL CAMINO REAL -- UTILITY PLAN gI�65JC (808)844-7407 SCALE: HORIZ 1"=40% VERT. 1"=41 Pa ��. � THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES OE 0 10 � (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND CITY ATASCADERO, CA V_ 0 C� rn SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY ul I NW07 X MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER U # THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS ACCEPTS Y: r 0 �� CIiiIV TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED °4r�.OFCfit-��C� BY ANYONE OTHER i THAN CA MAY RESULT IN ADVERSE THOMAS E. MARTIN R.C.E. 6422 EXP. 3--31-06 '�`7'`(� R ® CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: j CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGINEER--STEVE KAHN, RCE 42350, EXP. 3-31--06 DATE KD RJ TM 041045 1" 40' 12 OF 15 __-------------- __.......--------------- . ,._,_____.__..___ _.__.___._.__ a________..______- m _____._____ _------- _____._..__.___.___..-_.:_.. ._.._ ----------- __._ „F __w__.,__TM._ _ ._------ _._ _ mm __.M__ ._----- _..._.m__• _.._____� . __ ,.__ _. ._,__ __.-_.. ,_ .._,__------- I I a, 56 6 LCAMINO REAL— .01' LT. ' WATER NQIE5 warwu sC° iP ` „` t.� y j 1 INSTALL 8 PVC WATER LINE. (0900 CLASS '' _. . __ __ __ __ _ _ M_ _ .� _ _ _ _ �= :�> °:. CONNECT TO WM PER AMWC DETL 100,108. Lc _._. 3 _ w_ .r...�. ___ a_ -� �� _ _.__._��,_... ._�... ;�-.,.._. .MW.�_... ..._,o......._. ,.._._ ; : _. .__ . _._..w._T,._. r___......,_w �.-.M». �._�......--._..�_ f _.__.._�..._.._.� ........... F C TRACTOR TO IFY LOCATION OF EXISTING WATER 'Raw ..w'M"'...,...._,... .......,_._.,w..._,.,,...........,.,._.,...,._.._,.,....,._.....�,. ,_...,..,..w.,...._.,........ , „_,..,_,w.w.............M.�..-•w.w.._.,,..r...__...._...w »�. �...,,...�..,.w.,�,w_....�.., i.✓� ( .a i l ,r i.a' „ ..._ ........._......,..... ....,..._._.....m..._.........,. .__,.._....._....._,.. .. ....._.._, ae '�r '4. r 12 50' o U ILL WATER _._,__.,__.�_. .w w_ v. _.._._..�......_, ._,. __.. .__ j _..,_..._ _._.w 'w; LINE PRIOR TO CONSTRUCTION. � EXISTING FIBER OPTIC LINE LINE NG TIUTY TRENCH O ® �„ _ AREO �Q...._. _, CONNECT" _ _ .._Y u_ 4 E TO EXISTING MAIN W/8w TAPPING SLEEVE. .. .,.v...,.... v.. r.. ,....._..+.,».�..w..«,....v. ....„ ..a-...ww..w. - ,w �-, ..r...•.v ..- ........-wY...,.w-.,.,-9: ,,..._..... .........._... ... .. ...,.., 'E' ...-.5:. ,•_ _. ...,:.. ..�-Sw. ;:,�., .�.��- ... ,.�rc3".'. '�.a._ rC "�'(�• f C�,-.._, .,-., _..,�.(,. �.....,,.., »..�._s��. ..,,.,_.,,...,,_...,..,,p'�.,w....,. w, "'�},_.............._..r..__.«.f{"a.M....,.,.•.... ...,,h„_...,.�.S..-. _ .,......,..,_., �: ......... . ,i" _,.., «„y `-w '�_"-.- .,. ....._-. w TRENCH BACKFILL MALL CONFORM TO AMWC do CITY " ,Op° q. OF ATASCADERO STANDARDS. ® R "�` "�' ""` ""+" tam+ "�' a < `""' 'TO - f 5 SAMK:UT EXISTING PAVEMENT AS REQUIRED TO MAKE ONNECTIQN TO EXISTING MAIN. EL CAMINO REAL M : a. s vs 3 - ,� 2 1 1 2 1 CAP 8" WATER MAIN 'AND TEMPORARY BLOW OFF D _._..._ { _. w__....w u_. _. ._ _ �_,__ � _,. _ �,�._ _ ut_. _� w , . . _. ,� . .w.- _�... . r ..y.W.w.. ... __._ _ �a u _.._ ,.,. ., M._. µ.._.v,n , ., _._ � . ._.m .._._. __. TEMP TRUST BLOCK w U ORI _ _ 1,1; M IN I co EXISTING GAS LINE ' ------ EXISTING CULVERT ti. STING WATER LINE 3 LOCATE LINE PRIOR ... SANITARY 4h. — TO CONSTRUCTION SEWER (BY 12 STING „ — '�'' ._..� SEWER NOTES0 AND NOTIFY ENGINEER )OTHERS WATE AIN 12 EXISTING 2 -- REE' Y WATER MAIN 1 INSTALL ION PVC (DR-35) SEWER LINE STA. 8E►-#-62.53 � 1 �2} CONTRUCT SANITARY SEWER MANHOLE PER CITY OF 1 ATASCADERO STD. WG. NO. 606 . EXISTING R/W ! REAL D ae 608. 18.51' RT � ~``� .. 3 PLUG SEWER LINE .. , 4 INSTALL 8" PVC (SDR--35) SEWER LINE. E L A 1 0 REAL — , P LA Nm SCALE: HORIZ 1"=40* ... .. ... - .. .. f. ... ., .. ...... .. .. .. .A .. ._ .. ..,, .... ... ...._.. , .. .. NOTE: STA 64;+42.31 TO STA 65 92.31 *1bP OF MEDIAN CURB (MGHTPDE ELEVATION IS -a i r� 0.77' ER THANSA T to'a� J �coINE UNLESS NO NOTE: STA 06+97.69 TO STA 7-+13.00 OTHERWISE. PROJECT TOP OF MEDIAN CURB (RIGHT SIDE) ELEVATION t ° e-- 910 R TO !FY STNG s N !� ®a3 HIGHER THAN SA TUNE UNLESS �o 't ........910 E1E_ . . S - 910 910 a N I _ . ,x 'L�►` :► , ODPR S CTI dNOTIFY N CT SURVEYOR TO VERIFY EASING ENGINEER IF N N nN mteIg iE _c� o�?o� ELEVATIONS PRIOR T® STRUCTION dNOTND"" EXISTING "� N OCCURS. ENGINEER N`ER IF ANY DISCREPANCY OCCURS. gs N QNNao -H �0q � N�? Lo ` .-H$CtaN N N CQ 40 ♦.�->�.sarF., t Q Lo V.' _ F ., t� i Of CO:l 0 _ 3+£'i,.. =n9 W Z Z C+9 "'d'o � z i r�►d• _ co �1y .�ty� �^ -y -fir �y -•y' `^ sy ,,,_, -'-� } �0) ap ,,�J �� rn ayWo1..,,. PROPOSED y�.�yy� ,' -.F. ',f �""�1 /"e Imo„` /'1 ,G�r` �G./"! ,� L. `°�" ,,.,.ti �...y !R ,(h 4� Z f� y f f 7t�' •-I N -N %�/i (i ..,/ . ! -H � Ca -.. N -- .w. ... .. .... ..,.T .... ,.....I�-.� h. ... .. ....TI..- .......... .r. ... ..- ._.,.. v FlNI ED y. c iw c �^, 'o --- u> rn cn to +i cn -H ;.:... _ > W ,a:(i Ci i?- ! W O X Q X40 "" � 5< {e( -- s-- -1 Id � � � ((j -- 09 C7 (n � �...-. � --. ��+ �,., �,.� Z�� Z�„� � � ��. � N1� �. �'3�?i w�� +�' �.,,►},..f �. (� `} W I I i.- GRADE + W W X O� X OO X O X X — t3� -H (n -H .__ ' ° Lu . W OX X 1` X to X tt) W W `t X N (n !n �i V W + (n -H -H ~H h Z.-. _t O $e�- O Z O .- W W M i`+ X (� (n -H h= C'a. tD Z Z O h—� cfl W p: $-U O U O O Z �- Ua t Q Z r W © © tail W .-- 00 }= Z -� �_ C7 C0 U z Z^ '}� +� d c� ts7 Z 0 O Lo Z e .-- W W - <- W N .- X X -H -H -. Z C.0 G C9 r. (n t3f O .-� X X �-- O O N O (n � H U S ® ti!$ i N U O (� p { U O Z Z o Z 0 to Z O O In Z O Q Z O t(7 Z p p W W .- W W X cC9 Q Q '�` .�. d"d ' "} ~ U _f i- "+ f- Ch p H N hU- tt7 U i,,U C1 U CTi N U 0 U © O Z O = O Q G7 W _ I -H E- ` Z Z Z F. ^ �-. (f7 y< 2 Z Z`: CA O F to Z VO? O Z .-- Z r- O O W X W W f I (!) .--. t= Ln -H W V3 tL'..» W (n tY» •w- CD w d tL d d U �t `� La �" L + U +a- +#-W F- + C 7 `} U' F- CA t� i� U O Z tO Z V3 r. U a^• h- •H -H .�. e•• t0 c0 �i ci? . to L� d tr. tf)'� U d U + (� C9 d d i- N U U rn 0 cis CA Z © Q O q X 1� M F=- != H U? O � � .-- X N W d L0 Z Lr 0 `t It CD`� IOD +�. amu_ lUi_ 'I �` C7 O 1--• �U t'. U 0 >� t�? 4 _ `�I (n N X p W .A... a CU: �. co w✓ ta.WillPip"2�,.r W tS7 •✓ is d is d to CJ C9 -I•' _{.. O to Z Z QQi W W W N d� j� �-- W X cfl W C7 Q Z + to U t® cfl C7 C9 •a[ -I- { }- () tl�Z t; tU X p N U » i cU .i ii CCl .�. `"' _ (i7 CO d �- d IUi_ d U -i-h- fU `� fU-- Q Z p p ` X .,.,. W `i W � W O to Z Q p U Q) -I- i tD� co�. . � t► ��[ C� ,� (� + Q 0 0 U 00 to Z (fl Z � to� W C3i W CTi � O Z � m O Z 0 (`U � f-!- L+- -}-i- NO 00 U (. tS) 0) to Z G) O: CO tf1 Z tD�.�`'- �� c�0�. . C7 (� }, 12 � �Z � QZ � �U Oq FU- NU � �'1- U } w. h� +d U d � -i- N U U 1.. < U' -�1- t,�< U C� Q h- + Ca i-- tlLL_!900 . . 4 ' - _....t` "i t� to M'rt . . ..... ......:.. h .... . ... ._.. ,... . ,. ...., ,.. .. , .. ._., .. .... �" � � �.�: . N�� .��,..., ,r�:��,...'., , .,��.,. ,.. .�...,... .... . - ,......... 00 900 • memoll, ,""•" ''�4,% ;.,1"� -'0 sa '� }� � J APPROXIM TE LOCATION OF DOSING 4 1 1/2 0 HDR E 10 1; 0 FF "` ' •, � ATT F180 OPTIC CONDUITS. CONTRACTOR TO �„ ' _. w__�. :_w�W.� �w' - m w --' _,_.a ___.. ...� . VERIFY L ATION PRIOR TOC TRUCTION AND STORM DRAIN PER `'� # _ .. , _Nt�TOFY...EN NEER OF ANY DI EPANCIES. GRADING PLAN _. __, _ m• tr _ _..�... .._ n vW_ ., ._ w.. . __ y _. . __ _ ....... ji 9 �- — .._.__M. ___. .w__. .._..... . .._..,.....__,...._w..w� �- �.__. ....w .._.m,., .... ,. ._ .,, .. X�! � �'..._ ... .Jpy^'y T =s: �/�}._ _v.... _ w .. ._ _ -�,�,- 7' ( z Ik f( .....-......,.„...._., ."...,._..................,...,.._...,....... -.._...__.�. ..- xn+nw✓fsa.Kc w.%'xa.wae^-.,.r.YS",ira^'M+«n`.++os'nww.•,+:.m wxeerrm .Q0NDu 7 s__. .... N..,.... . h., ....... n,. � '.•..•"'✓ �MIYG « � ....,..,.,....,-+,-.., t { ...,.._....�e........,u.........�.�....—,.w.... �_....._,....-.................».._..�..._.._..-..,........__. rnmtMf�9aO.MUR,�eMWp5.b4bz#gX+", GtMa � '�'. ,,.... ,..—... ....�.... .�.•,•. -.... .... ...-. �.vw,......«.,...,..y....._ ..,...n.........w...w....-i..»a.- •.ten- ,-, WATER w. W ._.,_..... .._ ..._.>_.. .,_._...._. _- _ u .« __. ... . .........,.....,....,,.,.... � ...._ ^.._.. »mr..w.rz:vn.ec,u�v�smxa::�scAcs�..xcc.�>..s }w ^^---.,_.,._ ....._....._uw,,.... � ,...,.ax....,. ,.,.... it �( Vs 7 -"--...,t' i .............,_......,.... .,.,-...,._.. '.'✓w..zx,M'., e;; O : M,. » ,.-_.,..,-..._.,,_...,....-.._ .,,...., ......^..,. "2r.,+-'^",^....,_s.:.....M"'�.'%�''n°"HHs--,”` ✓:..p+`....,+a'"d"•... TRENCHw j r _ o ..,� _. .�..OXI TE•.,.1, � .. �.. I ,. �/(�e�¢ �g � � DRAIN PER � � ...... ,... _ .. . .. m _..4...,w-. � � �� STING LVERT � . '�""° 0 �g DING P ; ! 5$+02. $ TEE APPROXOINA LOCATION OF EXI NG 12 WATER r. - w._ _..... .. .. _.4`°' CONDUIT. C. TRACTOR O ` {?� ., ±a'V 'F i 4.. .... TO VERT LOCATION '� {i TP 89ASSUMED LINE CONTR CTOR TO VERIFY L ATlON PRIOR TO � � P TO TRUCTI ), �� TRA TOR TO VERIFY CONSTRIlGTI AND NOTIFY EN EER OF ANY ��' . .-._-• . LOCATI OF EXISTING DISCREPANCI S. � � {S' tr PROXIMATE LSAT! OF t1��., ;;� -�- ® O WATER AIN PRIOR TO STING 4 1 1/2" TdcT ? M Y DAND I ENGINEERES. 1 r. n Q. CONSTR CTION BER OPTIC CONDUI _.. + n` TRACTOR TO VE FY TWO ' a VERT LOCATION ; N . . .ATIONP !OR T0 890 .,...:. -'....1-1.111,. ...._. .... .-........_... ... ... _. ..........,. . --...1.1.11.., .. . ... ... . . .......... . ,. ..... ........ .. .. ...... 0 890,_ _Too* 890 w............ gNEER OF ANY SEWS T® CONSTRUCTION SCREPANCIES. INV.WA ;LINE PR! 1 .. ... .., . .. .. .. .... . . . ..... 31 1110 (n 16. 3 SAN. SEWS 1. EMOVE 4.5 LFf 5.50 LFfw EXISTING Ail27 10 PVC S 0' STING 10" PVC 10" PVC SAN. SEWER 31: 75.0 AN. SEWER & TO REMAIN. -5=2.09 °' 1. • 275.$2 OF 10 VIC SAN. SEVYER 0.42% ONNECT TO NEW 8" PSC 0 Lj 2. 310: ' 1 W-0-9 " PV 0 66$32.63 � EL C ON REAL SAN. SEWER O 1. - EXISTI G 10 PVC SAN. WER d- 9 LT 1 S=4.2 1G wPLUG A . SEWER l 12+ 4+ 65$ 66+00 67+ 68+00 69+00 70+00 73+00 74+00 880 SEWER AT 69+22.84 EL CAMINO REAL rWALER LIN AT . +02.34 ELCAMIN.9REAL. SCALE: [/�; Z VERT.'W�✓A��s �1/R�f�. �':'""�+.�'9 a 4mi Tar 1"'"""'�,,y � ° 41.x... 8 871.,:x. S .rm�.eo SCALE. HORIZ 1 40 , RT. 1 E L I IN 0 R E A L"'.. a F I L E. SCALE: HORIZ 1"=40 , VERT. 1"=4$ .Q v 5 U R E V I S I O N PLANNERS SANTA BARBARA ROACH & EL AMINO amon �N �1 N E � R s NO. BY DATE DESCRIPTION REAL SURVEYORS ASS � D T Ma Pacific Street RJ 9/ ADDED F1 16/0 CONDUIT SEWER'MAIN REVIShONS San Luis Oblopo, CA 93409 E.�� , (f305>544-7407 EV or EL CAM I N 0 REAL -- UTILITY PLAN THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES C64222 (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE AND C1 TY OF ATASCADER0. CA EXP 6/x}/07 MAINTAIN SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN M CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, ACCEPTED ,,5� p cS'l, Or�/41, �'� THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS 4. TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED N � CCALo�O BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE may` THOMAS E. MARTIN R.C.E. 64 2 EXP. 3-31-06 7/7/05 °i CONSEQUENCES WHICH CA CAN NEITHER PREDICT NOR DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET- _sem' CONTROL. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. CITY ENGINEER-STEVE KAHN, RCE 42350, EXP. 3-31--06 DATE `u_ KD RJ TM 041046 1 40' 13 01=15 _ __ VAS.VES MANUFACTURE _STANDAR® FIRE HYDRANT, DRY BARREL. MUELLER AWWA 0502 FIRE HYDRANT* WET BARREL CLOW OR JONES AWWA Ld BUTTERFLY VALVE MUPRATT AWWA • w � owl WBALI VALVE AWWA 0507 � » MUELLER F�rSH a�►AaE SArwavr r AMN. Ac OR MAIM 0*7AMc sAlrcur SWING CHEM VALVEMUELLER AWWA CWS 0 ;, INSTALL 8" PVC WATER UNE. (C900 150 , GATE VALVE, RESILIENT MUELLER OR CLOWAWWA C509 Q " +46.,. �w�,.��;'�� i CONNECT To 1MM PER AMWC DETL 100s'108. DOUIBLE CHECK VALVECtJSTOMER TO SELECT AWWA C510 " 2 CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER ;.. , r� ` 0 E AIR RELEASE VALVE AWWA C512 z. L `�,`�, +79.8 LINE PRIOR TO CONSTRUCTION. A/R#I E40�: 12" CONNECT TO EXISTING MAIN w s" TAPPING SLEEVE. SYSTEM COMPONENT MANUF•AVURER PART' NO. �COWACAV% 7W �RLANSAFTER�4dlFaLt!/VG AAV �r taal:�mE AEhO�i; #' '>� ";';I~E� �•r5+9Z 1 PIC.\DA ADAPTER, INSTA—TITS, 1 , MIP MU H-15426 SAiN'.�VT W PROVApIE A LA G�4 P �,� �, `~, 4 TRENCH BACKFILL SHAD. CONFORM TO WC & CITY ADAPTER, INSTA—°nom, 11% FFP MUELLER M--t s�av��A jell UK � rs�av s�uwa ate: OF ATASCADER0 STANDARDS. AIR--VAC VALVE APCO ��aN NEAT AnANW CONPACMV �• �~�:: LN 4WA RLI �, «, t { 5 SAWCUT EXISTING PAVEMENT AS REQUIREDTo MAKE STOP, v/s" X 3/4' X 1" MU H•-14265 � WX CONNECTION TO EMSTING MAIN. » A'AZAnVE CQi1PAG7xAIV AV ANGLE 3TG1P, 1 MUELLER M-14268 ti CAP 8" WATER MAIN AND TEMPORARY SLOW OFF D '• 1-1®2` JAMES ES J-1527—F ailE'SOT uh�rs � �w W�`o ," TEMP TRUST BL STOP: r JAMES JONES J-1527—F (SEE ALTERA►A71VE NOTE 4) 14 GA. Ca4Tw COPPER BALL VALUE MUELLER .9pLJD INSTAL_ 6" PVC WATER UNE. ��, .A`�� • �`` (C900 CL 150). CONNECT CORP STC$' 1" MIP X MLP MUELLER H-101D12 TO YIM6t PER AMWC DETL 100,108. ' CORP STOP, r. MIP X MLP JAMES JONES J-1943 8 INSTALL ON B" TEE W/TRUST BLOCK P AMWC DET " �"AAYit _SPRIN/c LNNE CUSTOMER VALVE, 1" JAMES JONES J--1908 a 116. MAJ� MA1CH� CUSTOMER VALVE, 1-1/2" JAMES JONES J-1913 e» L AL a 1\41 " ECTI " L4 r 1\4 SAN DIEUU NuAup"' Cu" 0' 9 INSTALL 45' ELBOW W/TRUST BLOCK P AMWC DET CUSTOMER VALVE, 2" JAMES JONES J-1913 _—- -- 11.6. FIRE HYDRANT, DRY B MU CENTURIONA-423 . SCALE: H — 1'".-4`V'; V —• 1"=4! .w.r ,w JL 10 m TI 6 I ®,► W La , FIRE HY ANT, WET BARREL CLOW 960 FIRE HYDRANT, WET B ES QWA�PPE.a� GATE VALVE, RESILIENT MU SUPER—SEAL. GATE VALVE, RESILIENT CLOW '. TrVXH$MAUL SIE'fl►ApMUM WVf s�SAID SSW NOTE 7) LEV M Allan COWACEED To Wx UP 70 METER BOX, 5/f' & 1" S 37T PAVEwT Stl9p7ADIE: METER BOX, 5/8" & 1" M H C 437—CC I ALL OWN—EXCAVAIM MA7�AL ;HULL !�RMACM WW� SAW Alm COWACAV TO SM M BOX, 1-1/2" & 2" METERS H C —B A SEDIDIMWf�MATERIAL SHALL BE WWAwALL Y COWACEED TO WIN Plt W 70 PLACEMENT OF PME SERVICE L,E, AC PIPE SMITH R 313 SERIES, 2 BAND 4, AS AN ALTERNA17W AIE`TNOR WIN APPROVAL BY".W.C. TITOM SHAUL BE RAOMUED A AA�AiE/At OF 12» HIGH POINT ELEV 913.95 SERVICES AC PIPE JAMES JONES 11-979 ABOVE VE TCP'OF THE PPE WTH�SAND SM NOTE 6), L�`MAD AND CSA PACMD TO SM Dov HIGH POINT STA = 28+36.67 SERVICE SADDLE, DI PIPE FORD F202 SERIES, 2 BAND +�� N17H NAnW AIAtEAIlAt, GYaIPACTEo r0 AAV BAGKItED ro 57l�ucruaAt SEiCTTpV S'tWfy?AAt» PVI STA = 28+40 SERVICE SADDLE, C-900 PVC POPE FORD SMITH 317 RE�rT PAVEAs1ENT SHALL "7!v KpldTi"aIa AS REQItAYill�8Y,4GIE7VCY ENaA PVI ELEV = 914.02 SERVICE SADDLE, C-900 PVC PIPE JAMESJONES 4969, 2 BAND, If PPE SNALL BE BAC OU0 TO TME.SMM L�IlIE'AMID CO WACTO TV 9(W PIIgW IV A.D. == --34,00 VALVE BOX COVER CHRISTY G-5 C M PLE71NO AWIAAL BACKFILL. K 6°5 TAPPING SLEEVE MU OR CLOW H-915, MJ 7. $�SPINO W4U PASS 100 x 7HFNXMN#4 SE'AND &VALL HAVE A SAATi t4tNVALENT VALUE OF NOT 20.40' VC LESS THAN 20. VALVE FOR TAPS MU OR CLOW & SM rM ANO PWES RAIM SHALL BE APPROVED BY A.AI.Wa A ALL 7AEAK WS WTA W fly' TRAVEIM WAY SHALL 8E ID&VQaAftY PAVED N17H 2»hIK COLD WX AC SII UNIX PEWANAWr MOW PA10 IS COAPtEXV ®04 VED. JW DETA& Na APfP WP. dpPV DETAIL Na g2o,.. > _:.® .......,..__.._w ego w s a A o�, A s c A 4o�, IPEIG fo/�,► . . t �t "�'�, TUiENCN DE"fA1L +,� > ® . N� W Q PAVED 0 w W�i 100 102 u » 2 gap IIS (01304 m Co ,�,w .°��m fo/�1/b4 U-) 04 0 AESCOMAL ' ARA Y s 1 OUnEr 910 910........�............_.., .._......__..................._...:. 3 CCAA 8" UD MARKED 'WATER IW�7L 4 Y AN G1plIWT'Y TAPE COAT Cr EVA& COW ' veli'." S"s ei °{4.sr r• Z; AVT >•�iI W A SM CM G,s! sd a GROU ND 2 -(4� s�► W w VALVE'BOX , ;•! 7O PAVEME7VT N VA a t.'in•i N.T.9CLASS A 0(WCRETE T ,.� 6 PVC R! (LASS 130 _•V"r ow. .•t. •a MA7M&S 14 GA. COALED '&7AL N& tW AN AfA'!Fl�f" ?RACER IWRE, r i I= r � RESIUENT NEDW GATE VALVE' Ste. T SLE"SPECIRCA NONS FOR' APPROIoW M 17E77MALS Sti7E MAI Na 116 SEE'WAH. Ada 110 Rw 3 a #WAU ON MW Ts VALID BOX OETA S 4 14 OL 00 ROAR STRAPS 8"MIN. EAWSEDWENT 900 900 _�p�e�...j. >° F. T tf tlE S�+gEfAIL Nq, 1f0>�It t9lti€t#E1A ' 71?9KW BOT I •? •}�kx 1. 2 1 °OUTLETS �er,��E�NAT7t1lYAL�,/SI X HOIST' 4"&4 11V OV l SHALL 7X Af. SrARD +T�. •o+.w-r.�'•a�S� r�� 12 MIN. v 0- I H r LOCA 70 BE VID BY AUN!C AND ATASCAQENO N 00 DEPAR ala rte: ; .�•• �_ �_ I .1 AL FNW H TS 70 0IND' REQS i •'� �' �i 7 64 4 4 ALL HOT=•T O>r'EM .!MAUL BE BY $ SHALL Nor SIE'HOT--T TEE MALL M P.a CAI�IQRETE At= e. cur A iF!1. BY IS HUB—TOM-MUR W07H 00NEUO" T10ONOFL :. THRUST eE°=S SHALL aE' I CLASS "B" CONCRETE POVRM i• .-» SCALE: H -- 1"=40'; V -- 1"=4$' m c� o "��'"• ' ' TER 1i0AlYW `� AN !/NDIS7URSE'D ,SAIL e, HYDRANT p p 1. -1. 10 11 SM XrAIL ma 100 FOR APPRiOVED MATERIALS. e 2. IN UNPAVED AREAS% COVQaE'1E COLLAR SHALL BE A MINIMUM OF �V l��' 2"ABOVE FWM GRAM 0 IL Ellto v w I M1. g C A B► DETAIL NO. AP�PR0 uQIV $ C A® DETAIL NaG rr . 10/371/06 4W t !" Aw Co FIRE HYDRAWS 108 WATER 'VALVE ASSEMBLY 110 (oaf 10/31AM woo C l I SANTA BARBARA ROAD & EL CAMIN E N G I N E E R S C PLANNERS V REAL amon NO. BY DATE DESCRIPTION SURVEYORS REVISIONS AD FIBM Q a F ^` ` ' O C 1 `�� E S CONDUIT SEWER'MAIN REVISIONS 354 Pacific Street 9 RJ 9/16/ ��`` �� AA NOTES �° 4 � �)��SSJ®�� 5ate Lute Obispo.CA 93401 a7AN ��® U�L� �L.P�N' ��AILw7 (845)544-•7407 ON THIS DOCUMENT WAS PREPARED BY CANNON ASSOCIATES CITY �� ATASCADER0, �� m (CA) AS AN INSTRUMENT OF PROFESSIONAL SERVICE ANO Q C 7 SHALL REMAIN THE PROPERTY OF CA. THE RECIPIENT MAY d EX 6/� MAINTAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. FURTHER, o �, ,�Q► THE RECIPIENT RECOGNIZES THAT CHANGES OR MODIFICATIONS ACCEPTS `�': _ 4 ��l CIV1� Q�� TO CA INSTRUMENTS OF PROFESSIONAL SERVICE INTRODUCED CA�.o BY ANYONE OTHER THAN CA MAY RESULT IN ADVERSE ti; THOMAS E. MARTIN R.C.E. 64 2 EXP. 3-31-06 7/7/05 CONSEQUCONTROL. NCES ACCEPTANCE OF THE DELIVERY OFICH CA CAN NEITHER DICT THISNOR DOCUMENT DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITION S. CITY ENGI —STEVE KAHN, RCE 42350, EXP. 3-�31--06 DATE KD Raj 1Nj 041046 1"=40" 15 OF 15 r NEW SHEET ..• .�.. �..�.�:�_�..u .�,�9 ,,,�... .�. W.� ..�...v:_..____rMT. p.��..�,��. .��.wH_m__._.�..,. , _.. __ ._______... _ �.�_______-___.-___--______.__.__..___.�_ ..n____-_..__ ___.._�N..m.______-.__M..m�__�___ ___..._ ____...� ... _._.,_._- �_.._��._.�. _ -___ . __.__�.�..�.�.�.. _ _____—_�_-------------_r____-_..-..n_.._.___-__._. __. _ ..,__a _ n._ _ ____�._e � _.� .� .�