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HomeMy WebLinkAbout2000 - El Camino Real and Curbaril QgpFESSipN P. o. 2 ,433 ' xpires 4 00 ql Civ 1L a C A�,Fa REVtSIONs: E 1:)A A� ENGINEERING I m P R V E M E N T P L A N S DEVELOPMENT ASSOCIATES Planning ' Civil Engineering - Land Surveying Sen Luis Obispo Office: 1320 Nipomo Street San Luis Obispo, CA 93401 Ph: (805) 549-8858 FAX: 1805# 549-8704 E-main eda(Dedsinc.com Internet: www.odaine.com Paso Robles Office: 744 Oak Street Paso Rabies, SCA 93446 Ph: (805) 237-1035 FAX: (805) 237-3797 ILJ I t E3 1;1 Lm 4: E I i DEVELOPER. jT HALFEZ bQ T 3 DEURLOPMENT COMPANY 199 South Los Robles Ave. Suite 880 A T A S C A E R OC I F 0 R N I A Pasadena, California 91101-2459 (818) 405-0956 phone (818) 405-0632 fax GENERAL NOTES UTILITIES VICINITY MAP & SHEETLEGEND 1 NO CONSTRUCTION SHALL BE STARTED WINOUT PLANS ANDIOR PERMITS 15 ALL SOIL COMPACTION SHALL BE TESTED /N ACCORDANCE WITH ASTM TEST POWER SEWER =. APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER DESIGNATIONS D1556-82 AND D1557-78. ALL TESTS MUST BE MADE WITHIN PACIFIC GAS & ELECTRIC .COMPANY CITY OF ATASCADERO TO EL PASO DF ROBLES SHALL BE NOTIFIED AT LEAST TMEWY--FOUR HOURS PRIOR TO STARTING OF FIFTEEN DAYS PRIOR TO PLACING BASE MATERIAL. THE TEST RESULTS SHALL 406 HIGUERA STREET 6500 PALMA AVENUE_ CONSMUCTIOM ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. SAN LUIS OBISPO, CA. 93401 ATASCADERO, CA. 93422 - PRIOR NOTIRC4770N TO THE C17Y ENGINEER WILL BE REJECTED AAD WILL (805)546- ( )461-5077 BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. 16 COMPACTION TESTS SHALL BE MADE ON SUBGRAO£ MATERIAL AND MATERIAL PROJECT) PLACED AS SPECIFIED BY THE SOILS ENGINEER. SAID TESTS SHALL BE TELEPHONE WATER ATASCADERO 2 ALL CONSTRU077ON WORK AND INSTALLATION SHALL CONFORM TO THE C17Y OF MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. COMPACTION TESTS PACIFIC BELL ATASCADERO MUTUAL WATER CO. E` CURBARIL ATASCADERO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SHALL BEAPPROVED BY THE SOILS ENGINEER AND ALL COSTS OF TES77NG TO P.O BOX 8111 5045 EL CAM/NO REAL ` SUBJECT TO APPROVAL OF THE CITY ENGINEER. BE PAID BY THE CONTRACTOR. 196 SUBURBAN ROAD ATASCADERO, CA. 93422 �i 3 ALL GRADING, DRAfAAGE AND RELATED CONSTRUCTION SHALL CONFORM TO THE 17 SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF SAN LUIS OBISPOt CA. 93403-8111 (805)466-2428 do CENTER G REQUIREMENTS AND ADOPTED ORDIA14ACES OF THE CITY OF ATASCADERO 95,9 IN THE ZONE BETWEEN FINISHED GRADE ELEVATION AND A MINIMUM OF (805)546-7447 S � INCLUDING THE MOST CURRENT EDITION OF THE U.B.C. CHAPTER 74, AND IF TWO FEET BELOW ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE CABLE TELEI/fSKJN GAS REQUIRED, THE RECOMMENDATIONS OF THE SOILS REPORT. MENTIONED ABOVE SHALL BE COMPACTED TO 90X RELATIVE COMPACTION. FALCON CABLE THE GAS COMPANY TES77NG PER ASTM D-1557-70 METHOD C, D2922--71 OR DJO17-72 755,5 SAN LUIS AVENUE P.O. BOX 818 4 CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT ATASCADERO, CA. 9X 122 P.a BA, CA. 93116-0818 �Q SHALL VERIFY E LOCATION o HOURS NBEFORE YNO LMES NAND EXCAVATION oR D 18 DUSTLr ES PLN IS E£NCEEMENT OFF WORK�NCl UDDI G PER DRS CONTENT AT (805)466-.3fl40 (805)681-81I27 NOT VA OF EACH COMPANY WILL BE PRESENT DURING SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE EXCA TION. C/TY. ALL SEWER AND WATER SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS AS SHOWN ON THESE PLANS. TELEPHONE, GAS, CABLE TV, AND ELECTRIC SOUTHERN 04LIFORNA GAS COMPANY 19 ALL TOP SOIL SHALL BE STOCKPILED FOR LATER D67RIBUTION OVER THE SHALL BE LOCATED BY THE RESPECTIVE LMLI7Y COMPANY. CURBARIL PHONE- (805) 781-2424 LOTS AND SLOPES. ALL PREPARED CUT AND FILL SLOPES AND DISTURBED AREAS WHICH ARE NOT DESIGNATED FOR PLANTING /N THE PLANS SHALL BE . ) 6COMPANY FORSDEED8CTGEEEEEW PROJECT PHO E 8055 -52M ENCMPLUEo ATPOSSIBLE ENGINEER. HFLLONG LOCATION, PA CIRC BELL M►47FRGA1.S AND RATES SHALL BE USED FOR HYDROSEFD MIXTURE• SITE PHONE.- (805) 546-7447 CALIFORNIA POPPY.- 95X PURE, 75X GERMIMT/ON 211gc LUPEN SUCULENTUS: 99X PURE 75X GERMIA 4TION 4/ac '.1KEL CA O REALFALCON CABLE 7V' ATRIPLEX SEM/BACCATA: 95X PURE, 75Z GERMINATION 8114c U PHONE: (805) 466--3040 FES 77ICA MEGALVRA: 859 PURE, 809 GERMIMTION t2 /AC Pp/�'Tp ATA A®ERO, VA NEAVPHILA MENZIESA.• 95X PURE, 75X GERMINATION 3//5c �'�-- � M0,4D p, 5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO BE FULLY WOOD FIBRE 20001/oc Z INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, ECOLOGY CONTROL M BINDER: 1201/oc TO MORRO BA Y REQUIREMENTS, AND STANDARDS WHICH IN ANY MATTER AFFECT THE COURSE OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR EMPLOYED IN THE CONSTRUCTION, OR THE MATERIALS USED /N THE CONSTRUCTION. 20 IF PERMANENT EROSION CONTROL HAS NOT BEEN ESTABLISHED BEFORE THE ONSET OF THE RAINY SEASON (OCT 157H) OR /F CONSTRUCTION OCCURS 6 NEITHER 7HlE CITY, OWNER OR THE ENGINEER OF WORK WILL ENFORCE SAFETY DURING THE PERIOD BETWEEN OCT 15TH AND APRIL 157H, THEN EROSION MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT CONTROL DEVICES. SHALL BE PROVIDED AND AVAILABLE ONSITE. THE TO SAN LUIS OBISPO AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF SUCH DEVICES AS FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH DIRECTED BY THE ENGINEER OF WORK, OR WHENEVER RAIN /S FORECASTED. STANDARDS, LAWS AND REGULATIONS 21 ALL GRADING OR OTHER CONSTRUCTION WORK 00S'IDE OF THE RIGHT-OF-WAY SHEET INDEX LEGEND 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFFSITE AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND SHALL EXERCISE PROPERTY OWNER. DUE CAUT)ON TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR---SHALL SHT Ne. 3HT TITLE AC ASPHALTIC CONCRETE r NEW EXIST/NG REPLACE OR REPAIR TO THEIR ORIGINAL CONDIflON ALL IMPROVEMENTS 22 ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE PROJECT AND TO BV BU77ERFLY VALVE DROP INLET WITHIN OR AtAIACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR A SUITABLE DISPOSAL SITE. 1 TITLE SHEET CB CATCH BASIN C2 ROAD IMPROVEMENT PLANS: CURBARIL AVE: STA 44+p0 TO 50+00 CURB, GUTTER arc SIDEWALK REMOVAL, AND ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS. � CL CENTERLINE .. .�..,.-, _.u.m 23 NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY C3 ROAD IMPROVEMENT PLANS: EL CAMINO REAL STA 381+53.50 TO 385+61. 11 Co CLEANOUT 8 THE CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED COMMUNITY DEVELOPMENT DEPARTMENT, EXCEPT AS SHOWN. C4 CURBARIL OFFRAMP TRAFFIC SAFETY PLAN.' CURBARIL AVE 0 US HWY 101 CONC CONCRETE EDGE OF PAVEMENT SHEET TITLE: CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUME DIT° DRIVEWAY SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE 24 ALL BASE MATERIAL AND ASPHALT IN RIGHT-OF-WAY SHALL BE IN G`5 DETAIL SHEET D/ DROP INLET VAL VE DURING THE COURSE OF CONSMUCTION FOR MIS PROJECT, 1NCLUDING CONFORMANCE WITH CURRENT CAL7R4NS SPECIF/CA77ONS 1/2 MEDIUM Mi4X. EG EXISTING GRADE OFFSITE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL FOR ASPHALT, AND 3/4MAX. CLASS 1I BASE ELEC ELECTRICAL FIRE HYDRANT APPLY CONTINUOUSLY AND NOT BE LIMffED TO NORMAL WORKING HOURS; AND ELEV ELEVATION MANHOLE Cd IMPROVEMENTS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE 25 ALL SAW CUTTING WHETHER /At PORTLAND CEMENT CONCRETE OR ASPHALT EP EDGE OF PAVEMENT DESIGN ENGINEER, AND THE CITY OF ATASCADERO HARMLESS FROM ANY AND CONCRETE SHALL REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING EXIST EX/ST/)VG STREET L115HT ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE FG FINISHED GRADE TITLE Z03"HEET OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT FH FIRE HYDRANT STREET SIGN SOLE NEGLIGENCE OF THE OWNER, THE DESIGN ENGINEER, OR THE CITY OF OF BASE. FL FLOWL/NE - ATASCADER QCft;" H M A R K B" EFS FINISHED SURFACE UTIL17Y POLE -* 28 ALL UTILITY REALLOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLEFUT 8 LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. RESILIENT WEDGE GATE VALVE ELECTRICAL APPURTENANCE � PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROxIMi41Lr ONLY. C17Y OF ATASCADERO: EL CAMINO REAL AERIAL PANEL No, HP HIGH POINT CONTRACTOR SHALL HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF 27 THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEFRlAlG 3O, ELE VA TION = 941.59. !NV INVERT NEW WATERLINE ... °° CONSTRUCT/ON IN ORDER TO VERIFY LOCATION AND DEPTH. CONTRACTOR DEPARTMENT MAY REQUIRE REVISIONS /N THF PLANS TO SOLVE UNFORESEEN LAT LATERAL EXISTING WATERLINE AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROBLEMS THAT MAY ARISE IN THE FIELD, ALL REVISIONS SHALL BE LP LOW POINT NEW SEWER LINE LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER SUBJECT 70 THE APPROVAL OF THE DESIGN ENGINEER MAX Amx/MUM EXISTING SEWER LINE FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF MH MANHOLE NEW STORM DRAIN .. .. .. PROJECT ARCHITECT: CONSTRUCT/ON ®F THE PROJECT, ANY DEVATIONS FROM THE PLAN LOC4770N 28 THE C®NST�'UCTION CONTRACTOR St�4lL MAINTA/N A CURRENT, C®MPLE'TE AND MN M/NIMUM EXISTING STORM DRAIN PROJECT {�ANAGIrR: OF EXISTING FACILITIES SHALL BE BROUGHT TO THE AT7EN770N OF T/f ' ACCURATE RECORD OF ALL CHANGES WHICH DEVlA7F FROM THE CONSTRUCTION Rp'ESS/ NEW GAS LINE AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF Q N� PL PROPERTY LINE ENGINEER SO THE APPROPRA4 TE REVISIONS MAY BE MADE. t�� 1 P. l BASIS BEARING ROW RIGHT-OF-WAY EXISTING GAS LINE - �_ _� . w»w_.� _.- . _ . �_�w .. ._ u �- . PROVIDING THE DESIGN ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO 4� �'q DRAWN 8Y: , CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER �� � � RP RADIUS POINT NEW UG U7 LINE -, 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL � � � � S/W SIDEWALK EXISTING UTILITY LINE --•�-�--- -, ----- T�T...._. -----.. ��-�-•- �.-� --�-�-�•� cl�EcxEQ BY: EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR AND THE DESIGN ENGINEER. ca � CENTERLINE — , w �, THE BASIS OF BEARING WAS TAKEN FROM THE SD � STORM DRAIN A44RKERS DISTURBED SHALL BE RESET AT THE CO'VTRACTORS EXPENSE BY A oc Lic• No. 26,431 BOUNDARY --- --- REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR !N ACCORDANCE z 9 A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, * Expires 4/00 * NORTHWESTERLY LINE OF TRACT 1583, THAT BEARING BEING SS SANITARY SEWER TB THRUST BLOCK LOT LINE WITH CITY STANDARD DRAWING /426 AND AS REQUIRED BY STATE LAW, LAND WHEN COMPLETED, ARE IN CONFORA�IANCE WITH THE APPROVED PLANS PRIOR TO �� �Q N 57#23"40" E RIGHT-OF-WAY SURVEYORS ACT AND THE SUBDIVISION MAP ACT. THE REQUEST FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO BE q Ciy1L � TC TOP OF CURB ELEVATION PREPARED AFTER CONSTRUCTION IS COMPLETED} THE CIVIL ENGINEER Al Q� C A��F13 WL WA7ZRL/NE SAWCUT 11 THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TR4FM CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS-BU/LTA PLANS WM WATER METER CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CAL TRANS MANUAL FOR SHALL BE PRESENT WHEN THE FIML INSPECTION IS MADE. WV WATER VALVE ('*."".0'40UP%,TNE%r 7R4FFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMI77ED UNLESS PREVIOUSLY ARRANGED FOR AND 30 APPROVAL OF THESE PLANS BY THE CITY OF ATASCADERO DOES NOT PLACE ANY RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS SHOWN ON DESlG RA�ASA` ADEKV ; GRANTED BY THE CITY ENGINEERING DEPARTMENT. UPON REQUEST; THE THESE- PLANS ON E CITY OF ATASCADERO. EN ERINO LONT � ®4+IATEB 'Oft" ITY UA CONTRACTOR SHALL SUBMIT A TRAFRC CONTROL AND DETOUR PLAN TO THE t y . b CITY EWINEER FOR APPROVAL PRIOR TO WORK. 11320 NIPOMO STREET SURVEY: 31 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE SAN U118 OWSPO, CALIFORNIA 93401 DEPARTMENT OF PUBLIC WORKS 12 ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT- OF=-WAY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS ACCEP7E'D BY DIAL TOLL FREE 'PH. (805) $49-8658 FAX 4805) $49-8704 THE REGIOAAL WATER OUAL17Y CONTROL BOARD RW SCALE: ACCEPTED BY: ATE: SHALL HAVE AN APPROPRIATE CONTRACTOR'S LICENSE A LOCAL BUSINESS ( G?CB) AND COMPLY WITH THE �-$�(}-�i�¢2-2444 MARCH 1999 ATTACHED INFORMA770N BOOKLET: AS SHOWN LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT: AT�� ppy$ �,�. BEFORE YOU DI STET j FFR Y P. A ER LIC. 26 431 DA - " CITY ENGINEER DATE a 32. 7/E CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM LANE CLOSURES OR , 13 THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING-A PRE- 1�F CANOR a VISUNS APPROVElE3 CONSTRUCTION MEETING WITH THE CITY, AND OTHER AFFECTED AGEA/ClES, DETOURS OF TRArm 1W CONFORMANCE WfTH CALrRANS MANUAL OF TRAFFIC PUBLIC &EMENT PLANS FOR OF SWETS CONTROL. REFER To SHEET C3 FOR ADDMOM6AL INFORMATION. THESE PLANS, SPECIFICATIONS, IDEAS AND DESIGNS DATE OESC TION RCE CITY A ppt pa REFERENCES: PRIOR TO START OF ANY WORK INCORPORATED HEREIN ARE INSTRUMENTS OF SERVICE CURBARIL CENTER 33. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL PREPARED FOR THE SPECIFIC CONSTRUCTION SHOWN 14 CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL NEW TO EXIS77ArC UTILITY 00)VA POINT ELEVATIONS. HEREON. ANY UNAUTHORIZED USE OR REPRODUCTION CONTRACTOR $HALL FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORITY TITLE SHEET ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED /N THE' STATE' OF UTlLlTIES ENGINEER: (805) 541-3150 ° CALIFORNIA. NOTIFY ENG/NEER OF RECORD OF ANY DISCRFPAAfClES AND SMALL.NOT PROCEED BY ENGINEERING DEVELOPMENT ASSOCIATES IS PROHIBITED. . WITH WORK IN THOSE AREAS UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. COPYRIOW 01M.E WNEMNG MMOPMEW ASSaaT£s (805) 541-3173 f a x AM RIGHTS REQ°' LETTER MATE I BY JAPPROVED REVISION (845) .541-3213 madam EDA JOB NO.: 22112300.00 DWG: 2112PP01.DWG 4/2/99 656 Santa Rasa Street, Suite 3A San Luis Obispo, California 93401 _ PROJECT NO. 5PLOT DATE:E, No. DATE DESCRIPTION APPRVD PATH\NAME: RECORD DRAWING , - e - JEFFREY ZMRrCK :R.C.,F. 457 . i I ' Q Q() p. :y1� �u ot t�`� 2 -, ,tt31 �' Lic. Na. 2600 - * Expires `Q. . , UF C � R£�t1SM4NS. i . t our T A► - �►RQ��� of 2 A �,o• a s R Toplear . c� F-00" mplllllll�llll��llll��llll SLd 4g� EsstQ,y, San Lids ,pblspo ,Officer ' r�� � W,q cry 1320 NIPO"W Street a 133401 �� cyk c- gae� Luis ObIa% 5 9-8858 DATE 0 � {8451 IVGINEER -, ph: RED L 26 431 % SAX: t$fl51 r�qg-g?A REGIS Lic• Na. G/fl�3 Olaf edalnc,cc►m * E)(pir es �4 of t. w*wgledallwo.com ',`- CiV W. 4� Pl,AS APPROVAL° DAA'I'llillilil -Q 7. 10t, teA,RIL TO ,60+00 O F c��N pssW JR01e3 pffjcer 744 +ask Street446 pTASCA� R , A 3 peec ° $e` 37-1035 14{1' YC ' VCii 11 N� 'R1 #St3S1 .11 1--...... lillillllllllllllllllllllllllliiiilllllllll11111111111111111111 140 �.�.,,_., -- -��'�' PORT DP TION 4f 2 " _-,� g,�4 g'� E1�'�` P�• R 132 Rt�4 93401 NO't 8� R�SpC�S181.� ��X. (80 237.319 I I 11 OFFICERS �� ��E�RC�COPIES �� � �_-�-� ' "�a5 VE ATE OF CAUFCRNIA flIT'OR ' CF I__iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� � r___� 1�...,......,r_... _. - }CIS yi FIR ACCURACY . F , ,_.,,;.�,....�,-.._- - t -rRi ''I "'E TRANS STANDARD 'fl ,aa . A DIKE � ....._...•-•----.-... V.. ST RECTOR PADDLES PER CL ��,,,,,�,r.,_r~._ °� _ �-- 92- 0 CONSTRUCT CL+4 ' MENr MARKINGS PER GALTRANS srANr fl ' ' I Q c a - ".�..�...-•--� -- a. _ -` -�_ .�_.", ,�o P,Nr sfoP BAR PAW PER fA STANDARDS AC DIKEto ` __ -- .-....,...t,j _.-,.,--_.---_~_'_•-� .--- i ._,__.« _�. �, D f' 't1RS 4¢ c CROSS a ,a,2 . L.� _. --�_ ,0144 ONLY' '4` tNS#ALL TttERI4#'LAa �y$ STANDARD iE�lLC7P 7YP a RTYk- �.. --_,._....-_.•,.-- F_ *� _, _-------�----" "� �-Y Eh ER PANT 11{RECTK?N�dL RRON�, 1 YPE Y# Pte' A2OB HAL i TRANSL ., � � � *°: .+h ,_ t� ©Lffl 1dfHtrE TI?ANS Sr {,•'/� .' � ,r, _..�...,..,.........----"' �s � �% ,...,..._.-....�....--•„' �� �'$ Pf �P STANf1•�4RRtJ A`oA' 13E1�1L �. -. rR,AFFtc srRt DEVELoPME Y IAN PAINT Ns } ,d ,_._--�- ... EDS TRA ' ------ -I + 1 +� a1 TOP OF ` ti GRADE AT _ � 'e�`�' HEfl LANE STR{FE PER ' ~ -__ �-- -„-- � -' `, °' e* CURB «... �-- -'__---'-- FX/S717vi; O �° EXIST RLf�VE' S SrtiNflr�Rt�AZ A' 880 _.Aw- - RL ETE` _ _ _ - - _ _ _�.,..._..._,_ -�- --�-~ 9ArNr ,PE vI f 1' SERacfR�aN � � u#te .^�._t' ��w-.�-.... �"_, ,�-M•-� w.%. ��.�N_ 2.4JX--------------------.".�,r '�` AT iEl 4s c� ...- -- PAfNT t1tRECTIONAL ARROW`. R PER �S �'dPtDARI� � 199 South Las �t4l-2459 Robles ll I 11 !ill ,,,___...._ .-- -, W_. _ . - o J r 1+ __.. �-��'" __ -•�,. �. �. .� ._ _. �. - .._ _. - -,--.�„-�:"-,." _ _. ._. �. _. _. �. _. .�. .... -- t?{RECT{pNAL ARROW, E tV pL S{Gl� R DETAIL 5. Pasadena. California hone PAINT CROSS{NG SSB S STANt?A fl flETA 405 956 P ,,.- - -" __._ - ---------`"'.... •,.._-_�-----~ I t tSrALL W541` LINES PER GAL7 ON OUTER-AI4ST �g i$} -- W8o pE{JE$TR AND PLACED -�-„. 4," WIDE YELLOW MEDIAN , CENTER (g18I 405-0632 tax _.�..----'�- AT 6 O -- PAINT DOUBLE TYPE #3 MAR{CERS �f VOr �� .�-..«-„--'--•w~_""._..'..,....,_----�-'•„° �-„_,_,..,.•_,,,....�._-----`„-..�,. ��> 14 A� C�ALTR,ANS �` MEDIAN STRIP • _ _ ._w_._-.--�--.� _.---_---_'M"'""`-.-"_,. L� C,ApERo STANt?'ARf1S 920 A►MOM � ¢ /V DETAIL. -- -".� ..._- ,�, ----M� 92� ��RR°�R��T�t�l� RATE ' ,-�R PER IIIIIIIIIcrrr of Arps f�"� ' .------' -- _.,._---- �. -�'_.-•--w 4 YE #2"SIN ts?7NG PA'V'CN7' r S SHEET. ' ``` ~N � :. 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ROACHMENT GTroN • SIDE.W 11#k .!IlililllliwwwSOALE. �� ENC � To & PER CITy S'TD 419 EDIAN CURB, GLUED ��W A C DATA NEW 6A Cf?NCR£TE SEL}{'AN M CL 11 BAS 9 t"► NS 5rANl3AR - f{SrfNG A.C. PAVE ENT PERU CURVE11 --�� f-� SCALP' 11 TANCET QEI. SPECIFtCAT{O 1 ' 9 s • t t , , .C.E 40657 L1Cw EXP=. /0.5 y _____ - v__ �. �z,.._ __. Q�pFESS1p m N 2 ,41 ices 4 air q� civ ct. C REVISIONS: e ENGINEERING EVEL 2" TYPE B AC E T .......... ................ ........ . ............ ASS TES .'.','.'.'.'.'.'.','.'.'.'.'.'.'.'.'.`.'.`.'.'.'.'.`.'.'.'.','.'.'.'.'.'.'.'.'..'.'.'.'.',' Planning Civil Engineering . Land Surveying :..:................. Sart let!$ 4bl$po P>fflce: C3=47<02' << :: �':CLv�'.:tl:•: Sty 4 INT C9� 11.76' S Luis Obi CA 93401 t .., 1320 Nlpomo Street g TDP DF CURB, . . . .e.• . p ' Ph•. 1805) 549-8858 • N R URN PROFILE FAX: (805) 549-$704 0 0 N `� h C 1= E-mail:eds6edolno.com _ STREET PALING SECTION TO BE BASED ON R—VALUE Internet: www.odaino.com 943 _. .....� _ �...__. n ._..... •. �.A 943 ..- 7 ' o TESTS PERFORMED DURING CONSTRUCTION AND BASED ON 942 �� - M �` � 942 m 4 INT 0 14.45 TOP OF CURB A TI OF 7.a MINIMUM SECTION SHALL BE 2" TYPE B O `''" M% RETURN PROFILE W A.C. OVER 6" CL If BASE: P$$v Roble$ officol m 941 941 0 _�,,. »_-, W�..v,.. 4.__..-- _ .n,,� ._�„_ a, TOP OF CURB �® RETURN PROFILE A.C. PAVEMENT SECTION 744 Oak Street SCALE NTS Paso Robles, CA 93448 Ph, (805) 237-1035 Z ^� W 937 ___ °� _ '� - _ __ 937 935 1,t14.�' -- °j "� �_ h __ _._935 FAX: (805) 237-3797 �22a mw »_ _. w.- . .0 _...w __M_ .w - w- - w-_ �-__v w. - b.w__M w-._�M. �. .-__ _ _- ._w ._,_. _ ._ry_w.r a , _._ _ ._.M ._ --�-.�. _ 944 ;. �._ »w __-___ . -�.�.� -- _�- w wI. 936 4: �936 934 �934 0 m `- EX T TOP DF LEFT ,°� � � �wo ^�� � �.. � ���_��� �13.88 11.48 4 11.08 13.08** --� 54 (HALF R01At (p �„� CUB PROFILE ONLY V N h� 935 ..,w 935 933- - -. -_ . _ _ _._ -w _ r a 3 �� '�?X i NTl IDENTICAL t� 4D 1 Q h POINTS POINTS a 37,5' 12” Mt SIDEWALK cc 6 "� EXIST TOP OF LEFT Z z � - CURB PROFILE ONLY +V o g 1.5' w _....,,v�.�.�....��..,�..�.._»�._..�w_.....»�,...a.....»-._._..____�..�. � ..�...�..�._.._.�.__.�.-.�.�._�..._n.,�...�.._..a_...�»�.��...... .,�.v�... � _.._._.,...�,.��..._...�._.»..�.,_..._ ' ..�..__.. _�...._._...»..�.�...�..._..�.,..�....�....._..�._.. �`., .._..,�.�_..�........��.,n..�.__......_�..�..,�_,�..._•.__�.�w._.�...._.,_.��.w..,__.r.,_;_.�,...m...._...�.�.».�..,.�..__....._..�__..,��...�..�.�..�..M,__-_..,__._ �.. __.-.._..�..�.._,_...,w.»..__...wM......�...�._..�.......�,�...�.._...�.n.,.�.. ..,�.w......�.�..�....�.�.,.._,�..�....._�..�...Y.�.�.....�...�._..� .�.�...N...,.W._ F' .w.�w....�,....__..,..w_.�...._......»__...�.__�.,_M-�...,_.__._._._, 940 � v ® 940 « ?„ C1. DEVELOPER: FLOWLINE LEFT CURB 2.269 4 U w u 0- HALFERTY PROFILE ONLY TOP O LEFT CURB W o 2% MIN PROF'X F ONLY TOP OF LEFT CURB TOP IL LEFT CURB �. o Z �� tiAAX PROFILE ONLY ; PROFILE ONLY "h EXIST TDP of LETT ^ ��W _ DEVELOPMENT IDENTICAL E _? CURB PROFILE NLY ---NEW 10' SIDEWALK POINTS t �W� EXIST AC NEW Ac COMPANY "'" PER CITY STD 419 _... _ _ __ �_ �.._ .w. _.__..�.�.._ _,_, __...m __. �. . __ ... ,._.,w.__-_ _..,_....w_ .. _.._.�x..____... _.�_.� ...�.. ., �� .�_ __ . ._ . ..� .___ __� w -.�w_ _w _. _... ter _..._.._T __�.r._ .. _..._...� �_..._.. PAVEMENT ,99 South gas Robles Ave, - - 936 ct_ tt 936 __..,�.........w....__,.,._.w,_...._.w_._-.. _W....�_,.....�_w..,._,..,_._..__._.,...�__-.,. _..�..,......«.._._.__,._"..�.nk.�..,w.._..._.�_µ....w....._.._,.__._._._..._..._.....�_.._.�-. _ _.. ... _ ...._...�....._.___...1...�,.... ._...�._._.�.._. ..�... �._ �...'. �� � �3�i � BASE NEW 6" CURB e�C 18* GUTTER - b °" ao"' "�_ EXIST TOP D LETT T 41uite 8813 I 31.4.3 t/C � f � Q, Z o PER CITY STD 8 � � � } th Wim-- CURB PROFILE' ONLY Pasadena, Californiaall ornia 91101-2459 v PI= 942.04 2.r5� e39 odd STREET SECTION: EL C MINO REAL 46181 405-0632 fax 818 405-0956 phone p�J/4 ' sa'.3rn 4 j� 4 /4 A14 /A m'a oi=3tw m om. Sji SCALE.• NTS t � oQ W OWLINE LEFT CURB �ROFILE DNL Y 932 932 -. TOP OF LEFT CURB � �jr N qp f PROFILE ONLY 0.t I yPy r ilk i d TDP OF CURB ' RETURN PROFILE __ _ _ . .. ._.. . ... .,_._._..,-__ ,. ..W._...-_ ._..... _.... _......... ,. _ ._»__.....w_._ ....V......ry..._.... . __.___...,... .. .,...__,_-..w....w......___.__„ ._._._. ._-..._... .__....._ .. ....____.. ..-.._ ._._. .. ._.._..,__w_K ....__.__w.. ..._..._,_.... ..w..... ._.,....�..,.�..,..__._.,..,,....._.M._�,.�._....._..�...�__,�w�,��..�.._V.,._.......__.......M.__.,�..��..��_..-,..�..w....w,.__...w......�......_,._.��..�._,..�__. .a_.�v .__...w_.....v�..__.�,.,..-w.._�_w..._..w__......�.._.�....-.__._�.__.�_..____ ..����....�.__-..�_,.__.__,..__...,w.A.__..,�_�..-._�__.._,.�._.._._.-_._...__._... 928 �.w..a.......__, ._ .._..M__, ...-... �4@...__.. ....M. ..__...__._..._�..._ . ..._._... ... ..,.__. .. .w..w.._.-.,.. ._.... .,. . _..�4.;F� ... . ... .. --�-- -�-�� � 928 r 5 PROJECT: A" U Of Im"B A 0 RH LI I PROPOSED 8" ' PVC SEVER "ENTEM 924 _ _ _. . w . 924 PROFILE: CURBARIL AVE SCALE: HORZ: 1'=20' VERT: 1"=4' DEMOLITION NOTES: LOCATION; h L1 DEMOLISH AND REMOVE EXIST CURB, GUTTER, AND/OR SIDEWALK. ; , ---- REMOVE AND SALVAGE EXISTING ROAD SIGN, RELOCATE PER INSPECTOR `'°� �'W � p 3 EL CAMINO REAL ABANDON EXISTING SEWER LATERAL IN—PLACE PER CITY OF ATASCADERO STANDARDS AND # ca Z q i"°`I•I h 9 h' ❑ SPECIFICATIONS. r` �'� ®� '�d �C REMOVE EXISTING WATER METER & BOX AND ABANDON IN PLACE EXISTING WATER SERVICE 4 W d h h F±1 P AM.WC, STANDARDS AN P IFICATIONS V-) $ t; � ° p PER .G S ORDS D SEC REMOVE EXISTING GAS METER & BOX AND ABANDON IN PLACE EXISTING GAS SERVICE PER � 'a`�' 6 O PG&E STANDARDS AND SPECIFICATIONS. t g E A 4 5 5 4 6 1 Q 3 2 12 5 �9 �G4`' 5 w W �t f" mow. 8 �� t` �J ' 1 3 ['�I\k ��rot` V) ' 8 REMOVE EXISTING FENCE AS REQUIRED " � aj �• �;; -... w 4 t. 14 1 D 14 .. { r t , .�. CONSTRUCTION NOTES: � � SAWCUT AND REMOVE 12" MIN. EXISTING PAVEMENT FROM PROPOSED EDGE OF GUTTER OUT , C`^ 9 t . f gk _ i � g�g� TOWARDS CENTERLINE 1 I a1 w "!' TtY ,,.,�,x,.,., `' �j, ,.,_._,,.,..._.,...,„............_....,-.:,,..,..,...,... .,.,...... .....,,. _ ..Z.. ..o r �,.,.,.,.. r < sA U IN i L E ..,,. .f0."•"•• n AI A THIS H . . NT TIN P . •'-, ._, • ,. .....a. .a M.• A PAVEMENT D R DETAIL S Ski -,• _ ...w,y..w.,. _. . _.,_. N T N .C. E E SEC f D _ C TRUC EW •,.+.bo- y m•'^4 '4> t < ? ...,w G MS•,. n. ::ssrw mow.. '•� "v* t s ri_ N :r 'S+ "mow.•' iej;r�: :'f�:•; '•c ;Y'` f':. V :7 w: •tit:..•. i�r•••. Mt. Je s —. - wYvs' —..,,4 ,may;' �.�.. .��, SA T IN �.. .,�.,.,� VALVES 1 Q _. ._ _ __ �v. w . ._ -} Vgam.. _. - .--w - H . - . _. ,. w "'I T _ -� 3 CONSTRUCT NEW 6 CURB & 18 GUTTER PER CITY OF ATASCADERO STANDARD 418. ...,.� H - w..�, ... y EXIST S W k (i` ..� _-_a ��,y.-w. _... - M_ _ .. _ __ w .____ w w� �... __. r "".„ 1 2 .� .... _ M w_ _ SHEET TITLE: 9 Cr' 2 3 �4 �G� �G µ�� �w _..- a�._. w .._ ti��,�� 4 CONSTRUCT NEW 10' SIDEWALK PER CI7Y OF ATASCADERO STANDARD 419. 0"FFSITE 0 � �� 5 CONSTRUCT NEW HANDICAP ROki AMP PER C17Y OF ATASCAVERO STANDARD 420, _�_xM� ." h - - _.�"' . 1 Ea AEL NT" CONSTRUCT NEW CROSS GUTTER AND SPANDREL PER CITY OF ATASCADERO STANDARD 421 MFKUV , M N b: iU�• k °Q .. ' ao}" a CONNECT NEW 8" PVC tyATERLlNE TD EXISTING 6 WATERLINE: HOT TAP WITH INSTALLATION � I,� Fil �, 3 I'll -r 11u o Po' �`` � QVC 1 7 OF NEW 6" GATE VALVE, CONCRETE VALVE ANCHOR, VALVE BOX, THRUST BLOCKS, AND 6X8" EL CAMINO REAL '. t � c REDUCER ALL PER ATASCADERO MUTUAL WATER COMPANY STANDARDS STUB NEW 8 PVC WL 5' (MIN) BEYOND PROPOSED IMPROVEMENTS AND CAP FOR FUTURE EXTENSION INTO SIT£. 382+00 r 4 ��"'`W-" t --` 1 E 386+00 PROVIDE TEMPORARY THRUST BLOCK AT CAP AND PROVIDE MARKER PIPE EXTENDING FROM r 1 383-tt!! C4 385+00 14 CAP 2 FEET A80VE FINISHED GRADE LABELED '3�YL". K 384+00 " = SAWOUT TO PROVIDE GAS COMPANY CONNECTION TO EXISTING GAS LINE: COORDINATE TE d�Y/7H A '1 `TJ t ELSREAL- EXIST UTILITY COMPANY, .�EL R L INE tt _ 1 '�^ ` aifa'ave' S a�ex?'.Ra. M"'., av,YCS #4'49 ciRsva'.MVCBUH'.Wd,+m.d'.,"'aN: rtl•aAa w•+em'JiiNesrrn. •^ o ca tm Stt'dtiWe+%t2ca•9tm.MA'9C'J.'.' 'P x.032sXb a,eat % ' .R3Sx5 'aK?0; 65o%4•i.Y.a&7sy grrt� g4vZyb4 M6, lRl's{In&NmRmAvcRracBv GY4 /NV ' .56PY%lXYfy.¢'hW.SSYMdp/ea..aaw:#+nwn spa•in `YW '.zwx<. •,R 'tiW'rAt '• f Lf F MO USED. PROJECT ARCHITECT: 10 PROTECT EXIS77NG UTILITY AS NOTED ON PLAN. PROJECT MANAGER: PROTECT EXISTING. OVERHEAD ELECTRICAL. REFER TO APPROVED ONS17F CONSTRUC71 11 PLANS FOR ADDITIONAL INFORMAWN, DRAWN BY, C�.. 12 RAISE EXISTING UTILITY VAULT TO FINISHED GRADE CHECKED BY: 13 CONSTRUCT 6; P.C.C. DRIVEWAY PER CITY OF ATAS. STD. PLAN 423, MODIFY AS SHOWN, CONTRACTOR TO VERIFY CONTINUED SERVICE OF EXISTING LATERAL. PROTECT LATERAL IF �Gti 14 CONTINUED USE OR ABANDON IN—PLACE PER ATASCADERO STANDARDS AND SPECIFICATIONS. 11,ti � ' 15 CONSTRUCT NEW DICAP RAMP PER DETAIL "B� THIS SHEET. .. 16 -0- U RT N EE LF CONSTRUCT NEW HANDICAP RAMP PER DETAIL "C; THIS SHEET. 4 . A KC H I TEr T 4 -, ENG ERIMds VEL T ASSOCIATES - . CITY OF A SURVEY: � 1324'N�OMO STREET .'�2 �0 SAN LUIS OBISPO, CALIFORNIA 93401 j f DEPARTMENT OF PUBLIC WORKS PH, t80s) Sas-sass FAx (sos� sae-s7oa SCALE: MARCH 1399 9 N .° ..-. ., X80�' ��'�•GF �'� g� ,,�'` » , ACCEPTED BY: DATE: 1 3 �s�2Q j �'/ORIZ. SHEET JEFFREY P. WAGNER LIC 28,431 DATE CITY ENGINEER DATE / REVISIONS APPROVED C U R V E D A T A �,�� _ _. ..� . . ..�, ,- - W _ _ �F r ���h �� , �--= �», » .� PUBLIC IMPROVEMENT PLANS FOR e `�� 9�`0 9, ' �f''� a - "�"` DATE DESCRMTtON RCE CITY OF SHEETS CURVE RADIUS LENGTH TANGENT DELTA - -- _. .,_,. ._ -... .� _. •:� :: I �___ �._Aw _.� ::. "��� CURBARIL CENTER REFERENCES: (805) 541-3150 C1 35.00' 52.30' 32.42' 85'37'12" SCALE. 1"=20' (8(35) 541-3173 fax C2 35.40' 57.78' 37.92' 94.35'06" S HANDICAP RAMP DETAIL. C HANDICAP RAMP DETAIL. EL CAMINO REAL: STA 381+53+50 TO 385+61,11 UTILITIES ENGINEER: (805) 541-3273 modern C3 35.00' 47.02' 27.82' 76'58'02" SCALE- 1 :1 t SCALE. 1 =1 ' C4 4050.00 0 20 40 60 , 1 98.4 ,1 " 656 Santa Rosa Street, Suite 3A San Luis Obispo, California 93401 PROJECT NO. REVISIONS PLOT DATE: No. DATE DESCRIPTION APPRYD REVISED SIS OF S%Y DRWY PATH\NAME: 4/79/99 REC0RD DR. AWIN0 JEFFREY 4 EMRICK R.C.L: 408.57 LIC. EXP.3/03 E13 A& EDA JOB No.: 22112300.00 DWG: 2112CC9_2.DV11G DATE: 04/29/99 No. A31 %D Expires 00 �r s� elv A- 0 F -QF CA ... REVISIO"S� pILE �S.�. TOTAL T SIJEETS DIST C(aUHTY ROUTE TOTAL FRp JEC2 of 2 FO► ESS/ GMEr. i t + E r 05 VELOPM TE � A ASS � Civ,.! En, esring ` Land gutveyin9 a RED C , REGI f l.ic. No, �� 43 01 � planning » * Expires 4I0 } VAL BATE: Lvls 0"Po �pffiCe: PLANS APPRO d �m� CURBARtt.. A NUE �+00 OF C '� 132C iR CA, 93401 - f� CR +00 TO San Luis OblsPol S ASGADER0 A '�` Ph: t8os� -8+ 58 LOPME T PAX: t8®53 ,.49-87C4 3 "� ! E_ma$!:edSOOdainc.Oo will NF i 1 �3 � �tom I {�0�O Ri� TA � ��✓,t • .edalao.f`s �, cam}.! „ !�!C)T SE RESPCHS!$LE $ner4le�. 3 SAI t,•LIt� flR$RPO, OFFICERS AGEWS CpplES C}F THIS 'D• THE STATE OF (;plJFORII OR ITS 0 Paso Robles (1'flfcs% C� C€�A�lPLETENESS {��' THE ELECTRC�lC R THE ACCU � Z ` FC les eCA 93449 Paso Rob Now i i Ph: (805) 2374035 o ,,,, 1 f PAX. (805) 237-3797 Z, s f NEATORS AT 25 WN . C1NG ( PICAL ` SPA ._ . w ' - EXISTING f 0) PAb " fNf CUR ARIA. AVENUE e HALFERTY MENT N..� 11STA.c C sIN"tr� _� ... �rwm_ ;VEI� T1010 . �_ w �. � .� NOTES: y CONDITIONS. ��� 7YP_ EL �. ER MERGE COM $$� _. _ _.._ °._ ..,..ti k� .., .. r s ....y..�a- a ., s ,� _�.M r . #HERE THrR.F ARE fCNNE'L YYI ICH ARE uta os Routes Ave, Suite fX15771�1G E OF f�A E E ,., XISTII IG IA�fPR 3 - .. . �w -, . ._ ;M �� f THIS ' N ' E5 NCS 1I5, 'Qt11f� fN"AND i'ERSllRf f1IfN THt}UGH SUC1� 199 So �a��#arr�,a 9���tt-2� ..M._ . ,._�.� ti_� ---,. _. s �. �.. f F 1. Y CONDI ,ANT A CL Al A5 Pasadena9 �... _ . n^ ' ' - t ' ', UIVDE'R ffRGfNC 4 ` PROPOSES I,�PRO!/E SHOIdLD BE UT-ILIZED TO IM 1N THIS PCA 405-0956 phone 3 AVAILAB THE STAIVpARDS CONTAINED THEN r �#Aff g' AN 11iiiEOT,� EFf ORT StllltlLt3 F M " NOT AWdASL N. ($t$1 405-4632 a '^,_ j � `K,.x„e� +...„...,,gm..rno4w2K29,'ms*• N,\ in..t'.,,......f { i � �� � /^�l j t /�y e+ \ . . mj i 3 CLOSURE u' THIJ } MENT DR PERSONNEL SECOMf {$1$} 'Q. _ EQUIP ]`f1E' STANDARIIS SHOWNON 00 FOOT € TO IMFL rA& PLACED AT .3 BE E SIGNS AtY BE X APPROACH SPEEDS A ' ELINEATOR pICAL 5 . LO) LL BE 3 PACING (1YV <,,�'�, ; ! z WHR ,D ESN CLOSER IN I,IRBAN Ali'fAS 6OW � � � C20 SIGNS SHA SPACIN , ,» # MINIMUM UM z .'aICN SHALL. BE 3d x. THE C23 if 3. D'E' EITHER "� s ifim IUAm CLUStJRfS SHALL �,, �` � 1 f WARNING SIGNS EOR NIGHT a, � ADVANCE TED OR Rf� 35 MINIMUM) �Y SE USED f F ? ILLUMINATED CT'ORI�ZED. F } ' IGH ,36 x {, TRt1C N N��D S A C18 "ROAD CONS TIO LIEU - pR13JECTx I, } _ THE C23 USED IN r t s`j k; �t �y �/ p t1 , «s { f . �lY L1fLT !JF (AY L►f uURBARIL I 1 1 , t CONS'M'U'�TION” SIGN, AS APPROPRIATE, t THE END OF WORK ZONE IS 08VIOUS O �. � A C����NaHE 5�N 15 OPTIONAL IFOER �. of THE C ANI f ► h 1 11 11 �` J FALLS WITHIN A GER PROJECT LINT ? ® s Y t f y } DIN �+ORK ,ZONES 5L 8f SACK O uENI ? l�AR $£'RIES SIGNS USED THAN ONE ` 3 I .� 1 OR f IS TNFOR )WORE _ � � ` �ESTRIPE g _ ..;� � 1t .. K., i- ,� -. �. a. I } € CLO O „ ter. _ , � f .._ �. THE SHALL 8E c PLE7 LY Rf'f01/E IGH R1GHT �} s 5URE 5 iN,�'TALO 0208 1 l t! ,. WEEK. CONFLICTING STTc'IPES /HATED OR FI7°TED (KITH REFLE'CT1VE � AHEAD � � �i � ; � 8. LAE CL05w. F � � f i i �� IE � � � � � $HALL RE 1NTERNALLY ILLUM ALL CONES FOR NIGH CLOSCIRfS 9. 1,Z1NG t?,E1/ICE'S 1N A TA�'fI SHOULD t yy{�117'£ SLEEVES, fEN CHANNEL INC AE1�r LIMIT: 9 f r Yw 1! 11 3 ' 10. THE� T fQ IN FffT TO'cl THE.SPE" ANY ,pTHfR w RESPONSIBLE FOR MOST RECENT 8£ APPR IMPLf�ENG ti= # , �� fit.. _ _ 11 ORBANCE L }3E . � � TOR SHALL BE 63rITH THE 3 z 1 t THE, C+d,NT� IN ACC ALL TRAFFIC R1NG t3fPAR1"1 'fNT ION+ i RES' OR DEL CONTROL PSN off �CAT LANE CL05U T7ZAFFIC L.'(3NT CAJJERl3 ENG 3 _ r TRAN$ OF D 7-1E CJTY OF ATAS CAL APPROVED BY f NTTOA/ �. SWO CURB {� i�YAY r € PR10R TO I�9PLE t�I7"HIN THE ,{°TRANS RIREAL 12. NO WORK SH&L IB AEC,gLTRA ENCROACHAIEN7° pERUIT. EL ACS --- t WHt?UT FIRST OBTAIN CADERO, CA er hi Mit Y z f I ANY R GNB(RIGHT ,. - _ \� `� 4 } StJEET TITLE: ItNBSTA LCSED ��D)H /I/ f - _y_ ......a„ri�.... '`� I I gg LAN1 OFFSIT EMENT 6z'L """ �,,,,...,............. »..»....,,-...».,w "r �". '?"t."?'"T sem'^ row IMpROVE L,.J ♦ S x 4 f y MOM1110% 90% EL a-r. 1 t: y 5 g3 �+��., .................-.. AFrl,•....a,..,..".. l3 t' l g-+S..s1„a i..s°•�w^' 3 3s "`l p}3 a # PROJECTARCHITECT,. { 3 i �4 nNu s .. \ y�``, i ,e ' PROJECT MANAGERtz• 1141DRAWN By. CHECKED BY: 120 80 40 N E' U RI.I.-T gr JL s "w 2 E`7 � }•� 't 1, S 'i•t. `> �'4 'y `\ S l ., »s j f #{� s , s (5 Y.- A P, soon all AV Ar, UA t:K f Ammmill IF AS Ap" INSTALL C SIG ( . s AHfA r y` � OCtcl PSL TE. 9 ON '� � �° � .� j A$S TES �,� ,� iC WORKS • � MARCH� 1� qON5TRli� t 77 I a4f€ .i e l D iai"i.i"r i l'+1W6II'i S.� i. �g kil 4�N � 9.8704 SCALEe • t3A'TE SHEETS 1320 11 9340 FAX t30v$ * 4P r PrALa1FQRN�A SA�$$6) 649..$$58 s 7 k PW i t 40 Ca°r� Ea�L$i1 8$ 9EIFElRENCES: tom ` , 4 ESSIq�1 11I ,p MENT PLAN PI R R x,431 DnVF.D Lac F. . . PUS d R ? �� � � � � � ,aEl� REY P. A $� APP REVAI �'° �,,, ,�a�vaE� '� E pE8C9'T a , p► �+ 31 gA� TRA �C A t8O5) 501-3150 No. 28.E * it (gQSI 5Qi-3173 lex fres 4ft30 AR1t� » o.: 22112300.00 541-3273 modem t M Expires �Q , VEIjUE AT EDA JOB N 2112PP04.DWG t805) CfVt1. c�'� URB- DATE: 3/18/99 656 Santa Rosa Street, Suite 3A San Luis Obispo, California 93401 PR63ECT NO. PLOT PATE; RE\g1 S10tAS APPS' R �ESCRaP�r10" PATH�,NAME,. ` DA a JE'FFR ,, 4'3 EXA-T1013 T L1C. - j o QRaFESS/0 <Z� P. k � m LU 6 431 es 00 CIV IL �•��� fi ©P CA, REVISIONS: ENGINEERING DEVELOPMENT ' REVISIC?NS APPP^1dAL '- '- REVISIONS - �:PF'i t7�7ALS" -' _ REVISIONS APPS: ••- ' I O'�A.s REVISIONS APPROVALS ASSOCIATES ES DESCRIPTIONS BY MATTE APPI�4�VEb COUNCIL RESOLUTION NO, 26-92 3 14 92 _.__. _ O _ _. .� - ---- DESCRIPTIONS „sY DATir AP#'12C3VED C{yI.lNC�L RESOLUTION NO. 28`"-92 .-- 3 1 0/02 OSCFtiPt1QNS BY t3ATE APPRQVEb Gt3UhI0L RESfJ4UTTi'!N N4. 26"-92 3 Tq 92 DESCRIPTIONS BY I DATE APPROVED COUNCIL RESOLi11€ON NO. 25--92 311 92 a Pt ' CURVE RADIUS LENGTH TANGENT DEL Planning Civil seting Land Surveying TA C 1 2.00' 4.5fi4.34 1.301310,10"' A n Lull f C2 95.00' 5.53' 2.76 133°20 fiat 1/2" R e spo cs: C3 1.00' 0.92' 0.50' S2°49'52 1320 Nipoma Street , « PROPERTY LINE CA 93401 C4 1.00 2.14 1.83 122 4750 -EXPANSION JOINT �, , °.. CUTTER UP San Luis Obispo, E [)AOL BACK OF CURB Ph: (805) 5+49-8658 C5 95.00 2.81 1.41 0 41 48 �" 1 FILI "�` MAX. GUTTER FLOW LINE WATERPROOF FAX: (805) 549-8704 1/2" RAL?. -3/4" RAID. lk STOPPER & C6 2.00 4.40 3.94 126°09 17 -'-4 1 8 BEND {45') BACK OF SIDEWALK E-mail:ecla6edsinCacom C7 50,00' 2.45 1.23' !32°46'36 LXPAMSIOI �T / SIDEWALK,aAN THICKNESS i'3 SHALL SEAL .�._,�._. � eI= 4" AN€? srlAtL.HAVE A � 4 MIN DIA. vARI � Internet: tA►Wi�►e€iainc.corn C8 1.00' 2.02 1.59' 115°33''7" s" 12" 0E SORDIER WITH 11V i � _ C9 100 0 99' 0 54' 56`42'01" __--_st M01, 4 ,�. EVES AI'PC)3QIstATELY - �, ._ ° 010 50.00' 5.32" 2.66' 06`05 JOe_6" �, DET O.C. sE� THEGRORAMP Paso Rai Nes Office.- A, » + Z DETAIL BELOW. THE #»:AIaIP SHALL f ti 3 5 3 MIN A+ r t 6 2 } BE GROOVED IN A HERRINGBONE 4" MIN. DIA. � 2" C11 2.00 4.52 4.23 129 23 29 w WI€�TH TOL. � zx � SEWER LATERAL SIDEWALK " " S POINT . to PATTERN APPROXIMATELY � PLACE 1/2"x36" 744 Oak Street 1Cx t :I'' `':':'' '' '''• "¢ 's , 1 1-1/2" O.C. WYE SEWER AT END B Paso Robles, CA 93446 s ;. .�.,�..- STEEL R BAR �• i.y•. z��- �f`$ VARIES Ph: (805) 237-10 15 , mow,.; ..,.:.,_4t..g;�. ° MAIN LATERAL o » * :r} ,�=.�k�° V;;: I FAX: (803) 237-3797 '•q•�t���hh'gg� A.C. TYPE B ,, • ;i: tTRUG UAF - BAc�Ic�. STRUC-LURE" A SEWER MAIN PLAN • ,: EAC€tFltie A CITY ENCROACHMENT PERMIT AND PROPERTY LINE Q A.C. 131KE 3' MIN V MIN. R ��1 12.5x AT CUA � SERVICE AND INSTALLATION. - - INSPECTION ARE REOI,iIREI'1 FOR SEWER 113 MAX 27 •,S» P VEMENT WIDTH MEASURED TO THIS POINT X 6� 1`1/2« }s„._-_. .C! ::,s�.�Y�a�.�,y�41•�.�r • J'� -w'r �i qq I # 2" R EXPANSION,J x I }2 4° €t1I�I. I1 U. SRAM BE PLACEM 2 s USE GROOVES ON SLOPING DEVELOPER: o AT 25 INTERVALS, $ RAD. I/4" � AT EM OF ALL LOCATE OF RAMP kItElF 1 MAX 46+35.45 C'�o .� 3" -- Im IIETUMS,A LOCATED s I CENTER OF z CURB GUTTER 11tH CURB Ri»TtfRI�IS � g' F.AGIf SIDE E#DRI*/E� I ROUNDED -. 12" 31.00 R g1� �9.�I;j cis€, 3" " 1/2" RAD_ 1-3 4�< •IH£INITOZV:ALS _ `� MAX. NOTE: MIN. LATERAL SIZE: i° DEVELOPMENT EL OPME Y C9 ,Y S BETS EXPANS ON SEE LIP -.._... -..--__,_ T-.i � r� " ' - } LATERAL SHALL BE CAST IRON PIPE 4 DIA.; MIN. SLOPE } 2" 0i x }g" 14"--- -�-_- sttNTS SHAD VARY � I DEI AIL LIP--__ �M� I OR PVC PIPE ENCASED IN CONCRETE 1/4 PER FOOT //�� �j GREASED SMOOTH " " 0 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK � ��,� � Tr�1� � WHEN THE COVER €S LESS THAN 36" COMPANY Y .,. OF JONTT ADJ&•U I I OVER THE TOP OF PIPE. OTHERWISE, / DOWEL OR :,. , .• . . a •" -', OF JAINTS FtD3ACf�1i E LATERAL SHALL BE SDR 35 PVC. STEEL REE#AR £X€S7ft�JG IMPROW P 4" Lid DEPTH AND COMPACTED � AT END OF x36 199 South Los Robles Ave, Suite 8$0 C',y .t; REBAR W/SLEEI+E :,. ` ° C� SCft1CIIRE cCIKFNi.. 2 STRUCTURE EIACKF€LL MATI^R#AL A MINIMUM Ci 1?EF' � Ar����� s ' . k_ . . , •�. :a. - �'°�• TO A MINIMUM � svz MAxIMVM rfENSITY SHALE_ eI: PLACEI} uI~2Ds:R �€� SECT�C�#°� A�°'A LATERAL Pasadena, California 91101-2459 ., g JOINTS AND - SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. � WYE (818) 405-0956 phone NEW CROSS GUTTER ® CONSTRUCMN JOIPITS A � � PER C17Y STANDARDS C G ANO EXPANSION ALEv JOINTS NOT EXCEEDING G PLACED:AT ALL cuRg RETURNS. DRIVEWAYS �S° g �``�-•1/8 BEND {4�� SECTION t818� 40�-4s32 fax 1 1/2" x 1 S" SMOOTH, GREASED DOWELS 24" o.C. To BE PLAN THROUGH INSTALL �� No TETE EXPANSIVE JOINTS _`}f WATERTIGHT SEAL SEWER MAIN IF NOT CONNECTED 4 1 I I TYPE "A' AND "C" CURB TO BE CLASS 'I3' P.C.Q � NOTES: TO BUILDING SEWER. 31.00 R ,` �'� 2 DIKE TO BE TYPE `B' A.C. � 4_ WEAKENED PLANE JOINTS SHALT. EIE A MINIMUM OF 1--1/4" IN DEPTH AT 1-1/APPROX N 0>I BORG PORTION � 1. "S" SHALL BE MARKED ON CURB OVER LATERAL. 3 STRUCTURE BACKFILL PER SECTION 19--3.06 STATE STANDARD SPECS. INTERVALS NOT Til' EXCEED 5'. � �! }-1� �flPtNG PORTION 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE L DETAIL OF THE RAM g�, '� �• • g CURING METHOD -• 5. SIDEWALK WID114 IN COMMERCIAL AREAS TO BE DETERMINED E3Y THE AND SHALL BE CHISELED INTO EXISTING CONCRETE. A�, .�. » " " » i>K CURING SHALL BE 8Y PIGME{+ITED CU€�ING COMPOUND METHOD ACCORDING TO ENGINEER. gf � _': ?+: 3. THE S SHALL BE NOT LESS THAN 3 HIGH, 2 fMQE g 't IIs 1/4" AND 3/16 DEEP. r, I THE. PROVISIONS OF SEC:TIOI 90-7 OF 7WE STA'L'E STANDARD SPECIFICATIONS. F 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM - CURING COMPOUND SE#ALL BE WHITE PIGMENT TYPE. I/4 � WATER SERVICE. - - - '+ 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN UP TO SURFACE. RA BY, CITY OF ATA SCADERO U A:W�I-ByK_- b DDA BY: a CITY OF ATA SCAE ERt� � CITY OF ATA CA€ ERO CITY OF ATASCADERO PROJECT, h�.A. DRAWING NO. AWING NO. R.A.L. DRAWING NO. V.S. DRAWING NO. €3iSIGNE© H`t': ENGINEERING I3EPARTINIEI�IT ,.__.._-,._.... R.A.L.R`ALlrI�IC,INIER#NG DEPARTMENT -- � NFD - ENGINEERING E?IMf'tARTM£NT� ENGINEERING DEPARTMENT S-J.S. S�SE _-__ I S.J.S. g V.S. SI NED BY: SEE SHEET Cat FOR ADDITIONAL INFORMATION ° T+�: $� �.� � ,�-� ,�- `� � }''��.,` j� {� DTE: 603 2 SIDEWALKS a 27' 2 SIDEWALK RAMP 2 27 g2 SEWER LATERAL LOCATION FILE NAME: FILE NRtdIE: AT42O. WQ v AT603.DWG AT4TI3aDWG AI41 .DOING a /finnes �: �s .. �. _ Win _. . �. � .xi� >� _ �,� o, � x,:� ��- � __ .. �� ,r.., .� m. A ISLAND GRADING DETAIL .�� ,_�:: .� (0)E N T E C SCALL.- 1'---10' CENTMNES ES ��' yf+M N Tk�•i,ps"Yp c � •tG'k:Lit6t».WUR,At ��' � (2 LAW A■49) LTIi.Aal#r t� Ai V) Q•YQ4lp -��^ g ` '�4ta»41atW8 (j sara•.a¢c exa t a.a•a jtR 'f 4.Iwo s as p,e '} .,... _ 1�0 t 3 h .. i a retl4Cgirite$ `rS i , cn w. a.ei"+wnw..•.o+.t.- .r 4 �.;in as2t�ffi..' 11 . ¢ ,r..3.if;,t, x t.....,- ,_.K•y'___...I `...._.................,t+.,p•, ... .. ,, I... ..,,_,» ..,. C,u„_.,,_.,.... .. _ p'.�a`''..,a-"• *" t ! Wr * ,4 MMfiktf ,tt- Mom - ROL CTON t0 ig o: k _ -ONE DIKCTWNs ttra `` tsemasur"syaat 4st Ern& : _�_}......I...i. -I ,. _ _. .._;. A _.. ._I,..i t:.,, •r,�! iA��_lr- , ,r� Boa ski • sat,[ t - t I.. -3 s I ? t-..., ...1 1 ;., i a,a ! 1. ! ; I r t slat-si,�w:et it1P uiEW abvrtsss:u $ a _ .._ +. NO PASSING ZONES v � '0f��t.'fS 9 , 9AErA�,! < LOCAT I©N �'!` it ` r Ailmaurta A95ET ^ v � ! _.�,. 4.. �.. t.. I..- 3 - - -i...i_ _-i-��...;. r ,>• m a�titds !t ° . 7lacA t �.' an m etxAt6oaAe3' ale j _' I ;. �..- - L$ .a► e.. of Ercckxt ��yy11 t�tiS,4kl kSfQ)`t eLTS� IMT ' fiGttri � i diBniOtet attd 0Ta eta"gnid�wfia �.. .-y. .! .� F..;.>: ..} ._.� i ...?.-_.�... ..<y.. r � ....�•..{,•,.,,,} 4 4 ��� 4R---_-..-•-.- F[ tt s . Ill c '; t"'", .,. ....,y..,-.I •r ,-. .i_, -f- „i...,..<.. �-?"'.. _;-^._.a...�.,, t.;I IgEtAtR 1tI PL i" 2.Tits{tea a!tdtta+<4ot+sotiaa o wd SIM cion at �Rfp.b I:a s 1 F a i _ i .. " I -^` j t WrAILg . �.,, tNe lfia!a a4'K$ad 8'Rt) fAlftit dd loth t[@ars eRa ae ,f-24DC. '!'°-r--r--r__ I _�....t._.., t.-.._ .Z f- ...�.___ g- - •-,-{.-,w- � - +ap S2' o ever 2 t�3seai tu..,..,_y.{» .-_ ..-...,,....-,.. ,.,..r _,.-r ..._�.._. ._. .._ I:_-t-'-.1- --I- I _.}, q_. t- •@,,,.. __;__.• _�_. .t. .„a 1-_� � o at,eetak at 9f 0btkOM i f} t I ¢iICI RE€I.E:CTCATIDAI t a .. .. i I t - WOO A ' a° ._,s •s Q ,••"«".aw�rr yr -� _._ _..r._ ?._ for .. - & t s 3 3 - 3 g 4_ i + a$d1 o t3 .p €$ ED E3 EL REVISIONS APPROVALS r' - - _ .:.. .. _.t- - _ ' _k .t n�t�a sr SNOW PO„LE BRACKET atm, ! t•-I _ F_ _ I °"` rIETAR.ff Q ti p o 4 fd�t Ct O�too DESCRIPTIONS 8Y DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 1O 92 `- �` i' I- v I t - s -. - E...# �-,- t'- 1 ; t' I! A . ast+tat } s & i t .; �. �. +•5 f S *- g w. �`_". �y ,, . .t +.r UffAk tS t e,!•. 1 so s s C k- ;..r.:,h.. y ti ,_,;..,�.. { b 49EtA1R.t a r , s 1 IITAIL It Ue ma tun i I `.�,-:........, -k--^""---•-._tet_._...,.; _•i._+--.- ,.¢. _ ,&. ft•-„-' a e."_�1,1! i. rK - " .1=.�..1s.-- 8 MIN 2 wtai.Tw +Lois OBJECT M KE 'I • �" t t ; t ; + �{s,*+, YFttR bs3�l.Spltaf3 t-L._,,.. ` .,. _ ....F.. ��-� •-`--i•••-Y 4-. -- - ' � •*' �- -r - r I dFT t �� OCTAL 18 sr' SEWER MAIN THREADED awovats aa@ tesiata - i I s I _I t _ I ? t I + !w .a••yec ++ w .. ._ GAP a9 't + gat+m mss• s' t _ ; i _ ... _!"; _ E '9- kQr t'� �' rs'--•••' tBLarAR.24 4?t1 Ci L9 4�t. f3 Ofd67 f3 dF1i t�' 9i dh•MCbO'$tr h'fa _ .,_;..a•G$ ! f .,,t, , -„ �' ( i. _, �-,5 ^t--,...5...�-,__t- a .,,avr ,w ,. Y 4#ok '"E )'• TP 4io. k5 Sg•x7E• i BlotItt `,.. - " 3,�' £[e@,alett isi S' Sa"saslrteFw!>!aLed! , x ,i, E "p"';_x- , .;._�-- - _.t.. ,_. _ .-.-.3• s• _-+-__=-.._I g._...�......j._...t_ _ +Vel - 7 4 MIN. C� O#�pa ,st'." 5taf»a (j tStaaFune @t lxi,antpistehl3 ? ._.,..• _�_.}.� ! b a _ } { __x UEGMSd 4at7WE T ' :s1i - E�$ ' t;3 t? .I.,_..I f ?-..-- "...__, _ t^- -__i _e_,I,...sr.,, ;_._t- ' tTut.fi r t ° _ _ I CLEAN-OU K3 . r.._.. t ` l } ALA- " h l w.._ t._ v=.. y t9�A, top RISER PIPE ,4. _ __ as> ► - -I - -I-I.,, _._ ..,_ ,._.__�._# ;. ;.._.}, _ i _._--- � 0 yrss of .o�!» s " v-_.a. .. , y. F n _s. w...t ¢- t I• aa++eye s3 a+im+aeiw la sax"� ea Ste:, tit asst stow � f,3i6eM � .�-•.,, � _f I l 0 sr retBear ne�ctrf+tor t oo a aoaa Ia oaoo t4 12'•3+^ -•..t2" -a-a;*.. t +Iw •• a..; Z t,t �� eh T1ht k S , -.-jtR"t•a-.. z ai • �y r a E 839 } E - A-45$0 FT- A=42 sct rY. ,Fara sa t f n=ss saa FT. A=xa�. . vG4ETA6L tr g1 1• t•-tqa n , uaw P60 t s t• TYPE I(U ARROW m a vowMAL 22 1 -STANDARD WYE ¢ rrpa Trre y Q1i tt4t wwtoa aeA�s cart t+►t a sat+wxov., iAAtFfi JJi TXi tl Cflw atr Sn w L TYPE i "2.N. TYf`E� A � 3YPE OF{tJ A W TYPE tB3 A Iii 0.18?A� TYE t(f8}ARROW A a r " " OR WYE SADDLE Q cz STREET ° ""I' TTfsE fa seza 1�Ittetti „ ELBOW 45• sw : :- _ CLASS A M O t- s f Typ scat I: s . rl esus " rarac rrosr I CONC. BASE gest � � �,aa. � rn ,8.•w---a.. ` 'aota�cI�c�a4c� E STOPPERBt SEAL " ( -<_s Sept a' - a° DELINEATORS TOR I i wrA. extaata emAass wasc sa f3if7AX JA� n a cs i t i n Q 4 ra � T - ;i STRtf{If G±ae"ARerA !,Ya#sv Rof7gcftYf fNaF�tCratk floes$ ileilaRTteiitT tAt[RANaA iA lhitait telfat that i4 A3 Da,P�rdi - +Z.fMtaCttt� bYA7F.U+s CAt.1s9WMA Z •• !} gleed ttQt14 fltaeit tf1PQf[. TH :.:. .:.::::::• �, laKs�.�ofaJror> ill ,'�'� •. �• pYrhatM£gYfa'Yea"SPQRx�Ytatt � � 4"xnb� RYRB£iTYpAtA 74}!$iT'd►Rit aYAi'S3IaRC. wu •: •••••: WYE 4Ja ' �'•.1�1 A90 a47117t Paa '� „$•. tliflYiPRLtl14iIK 55 ¢ D.tasairtbnwt,eaamd4t:etasTi ex...._,.,.�. # -4.Ydiiaar tlak;igiouatl will " 9 nitaPtla4ata amm v0a"m»s at ommm"e PA Iw"Iti T s Yia Ot 16f f4eRpf s•iiil(atual lhpjaeya Agasf tYiRf tfr YAN Mf'atlak 2 ttAadti;i0a TYPICAL I3ETA .B ~-SAND BED I , tea. � R� -S.Ata"tkse6praufa3 wftt!g-�' ata!liygfSyCtars MARI�F..#RS AND DEL.NEATQRe lean to AfiQfA fes ss rnts a iurazA i w fgtaa�€ ii�aa ia9t PAID MARKERS TRAFFIC UNES PLAN 9e�+r Tia PO4" w#t aG tor-Too DET t sty si mom 3 � ���:�<.� �� ��� ,� n >��� � ��:.�� �� a« >��a � - M�T,�L .NAIL st�€I�T tatldR T`YP�, � osa��x I�IArI�cEI3s � � � � �, „ :." '�. = ." , ,. . ., xt"<; ,• <,. ,. „..,., ..,� . �� Y SHEET TITLE: T - sow a@yi •. _..;,,,, .,.,.. 1/8 BEND sAaTsy •�- +xa ( f._t_: ib.. s o >on 1 $ :::::•: ..-..,: y_ -.. at . s _ - t.... ; {... ¢ 2nv rw��y t*"exa :t UFTlma a C testa k / •" •' # JWW.IR # $ _ S P?,YrtE.i3tatR.•.tka1W Jf---.'\. ate -3" BEND Te s tiipt ID ? ;. 51 j-_ -- fftrmp) .a." xaNaanow tv to t1mrmVVEMENN T ! F Sbia f9 ,..._.:.....:.. _ , rf jf', r�°��.�a•R�. L.sro>E.._t` >: t.•r r ' i _ , , V a, d + 1i aha• l3.if o! ,, •:Y,,, f;. x. b, Esq, i0 VARIABLE LENGTH ,, } z TWO-WAY LEFT TURN s �6SIMME "+ Q7 Aka" -tsatCNe TTfttw!! 10$iNoai♦ S i I f' ! + 9tu4 aI r ti I , ttae, y .. q j gg{ty ; iiUpM f2 St r! Masrwst„e tkasA tteraass�s,� a� [ f a t} t +-.'.. t faCaon ; fit! __ DETAIL SHEET PU k r N aH M atgAae data,WIM 0. n .s.. �...... ..:..... '• -.. ....., .. - b + _ `ta-'t8 •,_.._,-�.-..,,,.-""!",t7-.{.-•-•-.38' i0''SF51 A Mt Baia t#tE tatxfiA $.N NiaralS h aM,iMF r Medea{t1a keit - 2 jj + . -~Y�� `."' u �• is440wdm"werra xdittt,f�tllidatN,aaAeSIeaeWeaaaee n - '-( a - - f 45 ..i.... 'y - _ 8 �+ 13�p.dlYwYdwy nnom�... g ""'"'"' g _ ...,.. _,. w \rs+7aiT A - 4E abMM .t"ilil G. $ _ .._ ,...,. - - - r '` ' "°,f# ,-"""--- »ice•--•----+---•I +,Rs 'p'$'""'""'_""''I s THE VERTICAL PIPE M tr CASA C a As as aitaswrh is rasa A,*4 I t ; _..__ MA'*a _ SHALL BE BRACED .. acts st:tasatty ttaaets tstaaa.+a sass tea 0 aifai CASE sass/Les to cas#x H itltl ...,. .. _. 3 i I WHILE BACKFILLING N rote«aar� a �latesaswtastA es»c, ' i w - ffi iB _ tY a ai fiN sta+a <.iltrae to tee as ,, _.. s i Pill TRENCH Q`� �" - ``� rststt+,t ...aa��k owS�keteuai a i i- t mtJ9 11AI1 d etal.+t -.. > smw m f,as volas a vee Rea ft i j �._e.. t ; tt'- ta'.t.---ate•ia i2 - �e 4.-s e `ae 11 TRENCH o :-._..- aeteArse(aaa etaaalaAeST c £ i i, e4d' td' wI a!atawlad nqy g t _ ......� S.ti(tbslitag aeo Heist b etteat t4 or � WIDTH 1 ! vwsa>4 A t x'Ibee"httt:' ' SC a _. . .: i .. ,a au+emty , .i. +ri• a " CLASS A i ( a, r«own teas 0.wa .a � ,. $ t i _,a A X43 So.fT.. � m ri4�P,�E int D€FA#� 4 1/8 CONC. BASE - �,,, Mensa sf eM ,t� tas4 ss 4a A V$0.FT. so -- -+t � a. MIN BEND 8 sea ita+s» p eyvae:sat ss oases tat sie ti. ka a.Cttbg3 TYPE N Afli40W a•ds ___�_ •-•'�tl 2S. 24 a t ` t H to wit ass Suva tea A*at"0 ,._.+ s «.r TYPE VII{L)ARROW wxa+w mxv Aamw `I""- so �4 $ g g } Orae r l2 vena Aroto.r>se et x asap�E 8*6000ct9�� �0 @�E3 6i�t4t�6f ® ���1$ �r9�raH *affix, " o s .•. " TYPE YitAW 3 s DlslAll$7 s. ea •r►to ,sis-.r t2 t•-tt { Ess tfaM IO i •• atwd ly e y get dtv ,dot 2aa 2 MIN. COVER t8 t. Tisa;aitelp H tRa to"tlwtl saes a ,..., .__ i _'.fF•4a'. AROUND LATERAL >R ''I t, •._, ' fm"V#v 4� f I � s3+a dto B� PROJECT ARCHITECT: # .F tests Now "!�w a► sr.saw*ad rtppfAt ipeaa,T,"I -t-4-.4 ,,�.. � A( t�aetwWs+Mi�4 ���t9@g� #�t4�A C.t F Idhleats A+ea Ile 3 , t- ..« - -w, fMa. ifl.Rea ehpk tMra a tet° t N ae-. .I 6" c �. tri r+oa«e w " I i .. a Its s3 CWN tTMA ��i+ p PROJECT MAISIAGER: IPE O.D. � Sas tics.fi»,aatw �� s N ba etatM ai Lwaaifws + ° H„y° aC + rat+tiva t iW ; u € $ - «b.-gyp _'s..�_. iso etspx.TM Mhos st AatD 9C?,tz. I 1 1' Itv, s ESE X74 3f4 - ice. C.$$i` s eft "I�*WkWea Assail.fr. I AEI CRO SOASM �s�t,>�m�,..�. I i 2 < "" ne�I1'i s 67�r1e lF--24' - 44` 2d'-•"i. COMPACTED SAND OR sw,xes►"as 0"lot( taftatA«t+ea'a'•� � €_. I_. i w� � _.. . .._ �fs-�-ta - -•-fe t� n Lia►ai rtaa„sKa {9eP at ikpnp as ap bas iia' arrsst Q I- $ t d R { �sfDRAWN #teNaf is"sari.of sa ase la'asa: ._.... ..,•.a-a•- E3 ri' "� a � "-i-I -�•-? --;--' i _.... _.' � ' n w d.t3fp.ataaMee tAtil fx o o � � Y: APPROVED GRANULAR eu►telwa 'fa' - ; ! i , i I „.., .-..a.-.,... rs- C r ►s-- -f-aa -f•-fa`•+ r. !S9 96 ^'s ... " cm. P t7EYAtI.2'IA ..a,.. 4' ,. NOTE: ALL JOINTS ON SEWER �. CAS# 1T CASE 4 i t.'Iotas rsarr ;royayd is nsasw of t,w► € # -t " " '.-2 _.�-a,t•. •-a<•.- MATERIAL tss was d s ,le:tlF+tittii � aeeretsl I '.. i z1b VITAL 34AII ELEVATION LATERAL PIPE SHALL BE s . - =x tt�sd.tsano�a I t CHECKED BY. COMPRESSION TYPE OR I ilialasap 0[d e n t� 601"t °Is I<tistl,�idas tla � $._ + tJlRTA�?t�{ e- SECTIbM•�n�f a .. ON matt A'� faa it ft ....,.._.-..,_.__._,..,..,,.,... A=42 S.FT. -4Y-w- at taaaaitif'e a{MM , Leta CemN.9ia. I r APPROVED SOLVENT WELD. _.. ;->-al:efa�aiecct T ai R alwai ait,araia waet+t �;,_. rt.. iws aNlre ratiea watsresy Tress a ' ; > TYt''E Vi ARROW t»tw.sa'-----.r. 'T f _ W - � •� saMasas casts lsasadae � _ _. , 4 aa6tRASi tlfaM. .�, M tf N iLb SS tH tN>t'ta t`Aa- � s - -•��- � ' � t i s K tta4NA NF feral ww itl4w t9t,sotlt �` 4uNtt 'S1Ft4r AA n r11$ P.V.C. PIPE MUST PASS A SOLIDssaivsstttraass.tat+ s 5 - avassxcrr.tat.usaw�rslao�> BALL TEST FOR DEFLECTION. T Comm t a m. + ", s8sa�au.r,ress 3a e � A r8. +19MeaseMetdattrrwesY , .T- i --- i i _...__............. . I ? i q b.tett X 7tr. T ,t „� CdETA N a+reaermftutr st,stt sKtaitay t t ? :o- LE �a $ 169 lea TMs ti Sam"orb wm NMegai < i r #i ` i I t •¢4%*;dA}4t �a gg t gra las""Fabtk'. i S s t # -.aa.r 3 &irCT# 8•� a+u s v+�rseie e.wres iaa DRAWN BY: oataas oaks siis «,.astr� °a i Ort saw►•mr faetaesad rte ase. t-... { �_ ak TTY OF ATASCADERO 4 C _...y. . t i I t119 Malar tilagt ouiria-iaw'MeeS I i : I {3 TYl AW?sai ® fiYPt:�telDiee�q`YAlttpitaOaCNa M'TP& 1001Mtti4Rtutn NE"' DRAWING NO. p,, iE A,ta6Me+aaei+tees►H Wal! I F 1YPEf1YYAati . . K RAL ttit eat Y bi - -- _>E} bet sapwwaf tf.4li. ? t'-'"..i' t DEPARTMENT /.` - .. ,� ,,.. . .. _. .. - : r- • �. DESIGNED BY: ENGINEERING DE araai ,� � ,• ia+at,ali"' tat«�"aw � >.�. ...s �_ ..I.. .a.�.. _ � -� -�- ,... ,i fr�cittto-w. � res�� ,,.•.r ,...a.._ 'L Y,#Ms-- -`- 3E dliNMf 6$.9'!4 SMI. riAL a.:,.at „a;s 3,r °• a� $tf 9fltara iiia d'NallNaa to aai fifralYly SMa ,a aatAt - ra lrtai aAc a�KCvr Gmtt.- i2 lhpi WtYi SrffsE ps CALtiWM4A Mf TYVBK'p;a•sstikYNnwiiMMdka , ,3s, a "O"" OUR (1! S.J.S. •�� . a„•�,a.'.a>>+�...�:.►: teuiRfMi'eaaYtstrasaeaa8 lea--:w'-►i .-.-..;rx"-a--• ,....__._. •...-.,,.___,. ._..._._..4sti.._...,....__,...,i �a ":--• •�c+aAslatsaosasrwat�a+rranoro � �It».�.••--•--•----too`fa ._,_...._,.. .ksL D TE' ? { w? Tb1 mtBrYl,M'iadFMls �gHMK0. A=il sa_sT. AxvA 30-t T, A-43Q Ff. A-:9d.Ft. A=iSs.Fr. p6if1AWePOR►AtaOM 2 2� s2 STEEP SEWER SERVICE LATERALS 6 O$ SECTION C-C Cass � tea t�» e VETAP. .�,t �;� Snt� TYPE 1,00)or AAR W HAi•IDdCAPPM PAt�SYM�OL OKs;LAW SVII tV{u �My�j}V�yE{N,��8c4p`��@M� RKNG;,p � t #- ,e.=t a at t PAVEMENT#�EI�a AND TRAFFIC LINES V "{NOR YAA%A1t*W 0 WW Rt MMS tFOR TYPL i} 7MAit Aria-iVYi[�7 AND a 7Y9fM.3 4`YAfpfM Na SBI FILE NAME: R DETAIL ISO.1 Lyg aur at ACO""d eY Yxe fKAR: . TYPICAL DETALS AT604.DWG a •ttz».fir-reFoum:,mnw«e>rorreeca.rcem.- xae;asu'axeewsnovcs.«rmascu.:nsn nnroxc%wsnvrchxcw^.eeatiaovue.r..v:.xm•mrszssa»ae« r[eaamvmaaxasiwswar _ -_srucxmnrns.awwvauwvo. oay.0aamrnmr,cmm:t. G 6 9 • [o-.v+xcmvwwax.a.- avnw.mwxwmx rm-rcxxa<wvemvmr.n:acwee.acaxewvxcvc-wsu•vsmw•ce_ _ ___ -rau+ aa:.s.>.c:...sm.mznvw<axm.<,,+,.•.mr,.vrr--mxa .oao� aex.+aw-. e•w� AKCHI .LtCTS w. ENG RING DEVELOPMENT ASSOCIATES DESIGNER: oFESS1 1320 NIPOMO STREET CITY OF ATASCADER0 SURVEY: R 0 SAN LUIS ©BLSPO, CALWoRNIA 93401 Q p 'qf PH, 1905) 549-8658 FAX (805) 549-8744 t tl'ARTiis1ENT OF PtJIl31.LC WORKS ACCEPTED BY ATE- MAY 98 µ AS SHOWN INET c 5 a Lic. No. 26,431 JEFF Y P, WA R 28,431 A CITY ENGWER DATE A Expires 4/00 VLSIONS APPROVED PUBLIC PAPROVEyENT PLANS FOR OF � SHEETS DATE DESCRIP ON RCE CITY (805) 541-3150 9T CIVIi. o¢� REFERENCES: (805) 54.1-3173 fax �`� CURBARIL CENTER C A (805) 541-3273 modem DETAIL SHEET TN.ITIES ENGINEER: EDA JOB Na.: 22112300 556 Santa Rasa Street, Suite 3A DWG: 2112PP05.DWG San Luis Obispo, California 93401 4/2/99 - < PROJECT NO. REVISIONS PLOT DATE: No. DATE DESCRIPTION APPRVO PA3 H\NAME: RECORD DRAWING 5 a/t -nmY J ER(RICIC R.G'E. 40857 LOG: EV,P./03 I I I I I I I I I I I g I ­I ­ ­­ ­____ ___ � . _____.____,_ � ------ I I------____ ", I I - I � _-, , , , . 1. 11- ,-,,- 11 I . � I I - - - I I I ,. I I I - I . . -momm"Mommma" �11 11 t I - I I I Z. I I I I I . I � I I I I . � I I I I I . :. � I I I 1. . I I 11 %� �� �I �ff � �,� �I . 1'� '!I SIGNATURE BLOCK: 1, � J� 0 I LEGEND: . - �1 I - 1, . H . I �, . I . . . I I I . I -1 11 i I ' I , - I � I I"t . REVIEWED BY CITY A ", il NEW D(IS77NG I . ��� , I I . I _��� -- � ::- I 1� �i 11 M07F 70 CONTIMC70R., DROP INLET t.� 11 I . =J11, . �� THE EXISTING OVERHFAD &ECT?XAL LINE SHALL NOT BE DEMOLSHED UN77L PG&E I I I I � 1--l�1-11-1..-�"--,-,..�"---�"-.,.-.---.,-,�--",-,��.,-.-�,�.. FESSIO ,i 11 I � __ - I CURB, WTER & SIDEWALK - � , ' . . � I 'i i 1), I � __ ,. -,---- P COMPLE7ES THE' SWCH OVER TO THE" RJWR4* OAS/7r UNDERGROUND ELECTRIC REVIEWE9 BY ATASCADE'RO AWTU41. WATER Co 11-1--4 1� - 1'� i ,I I A . I ----�--.--"-�.!.-,�----.---"-..--�-I <1:11 I I SM7W. UN77Z THAT 77M& THE GENERAL CON7RAC70R SHALL PROTECT ALL E4ECTTICAL "k- I " S I . EWE OF PA WMEA rr " 11 I I 1� - -;-. ,�-T-1,1­1­11, , I . I IFT III I III fr�­­­1_1177- *111 I�1 I It I $ERWE FROM DAU4GE AAID &NSURE THEIR CON77MUEP 5AFF OPERATION. 7HF '' , � I ------ -- - - ------- - --- - ! !t I I 1 Lic No. 26,431 li! I I I GENERA CONTRACrOR SHALL AWNTAIN ADEOUATE OVERHFAD CLFARAACE TO TH I ' . 1�' T �� , � -, , -, 1-1 1, I .1 , E REVIEWED BY PACIPIC GAS & ELEOTRIC: VAL VE 0 . I 1, , I ,, E , * E I POWER LINES DURING ALL C0VVS7RUCT10VV PHASES AND ACTWTIES. $ 1 'i��g, 1 , , � I . � -1 I t 1\ RRE HYD~ � - , I f H kj� I J �Ii "I �fi� "'. " �. �, .- I P I�� r ', I I I . �' cjv�\, ,� 1-1 i I *____1_1_Ar­10."`_,_____11-__ REFER 70 APPROVED OFFS17F IMPROkEMENT PLANS FW U77L17Y WORK WITHIN THE ____-I--- . I Q� I 0 !j � I 11� . , I ' MANHOLE 0 1-�_,` '&4_'19 t & I I�, �k_ -,:-"-,----�1-1".---�--.,-�,�,.-".-,.-,�-1-1-1---- �0 BY PACIPIC BILL: ' OF c ___ 11 . � REVIEWED -----I- i 1, � ,____,__ 11 -1-11.- ____"�� __1_-_______ I � WW" 1OF-WAY OF CUR34RIL AM EL CAMINO REAL, AND CALTR4NS FOR ADDMOML _11-__­�� 1.� 1, -.,:-.--�,�-Il-,�.,%-----,--.,�-I'�11.11,�-', ­- L__ __, i " 9 ___ .1 !___.___1-__ 11-,",�, .��, I __________ 4 � � STREET LIGHT * �Ic��_T - - � 3 - I --,---�,�"-.�-".-.--,.,-�,-,-'�,-".",�-1, . q IIAT -,-"- _,__1_.1:-1 � , __ 4 ION * � _1_`___1____._, � ,7z INTOJ -1 . - - I ,____1 ---�.­___­_ ""----..,-,-"-�--�-.,.-�-,--:,-�---�---�,�,-- A , 4 1-1 . f t ,� :,"�_ ­-'._­-,__,__,____ ,, ,I I I I I I . �_, - __ _____,-,___1_11____,_,__ STREET SIGN p 1 � t � .. --------�-____--j"_ I j � ______­­___. k -0. ,�.�. I - . . � I - ��. ...I'll- � I REVIE BY GAS NY ----4-___.,, I -, ,�_ zn 1 I_i­ -.--,.----" _Z__� "'_�a ZAW,; ,,% I. .. I � I 11 * . ----A.-,--t- t7!!__1_­n _. - ..1. - .1 0 U77LITY POLE -0- -0.1 " �, I-I ________ "' I­- I I ____ -a-nn"n,-!�, " I - I I I I ____________ ,--f --- �t -,�_-7, , a I .. ._. -t � ,�IWQ­,iln,__iw�,,, �, _­ 100, � "k . I I I v " � 11 -­­-__;,,_.._--_,­­ I EX577NG WA7&?1_1VVf' , 1�1'­__Irlvl� I I IN-, , I I � __L_________ ,�. .- � ( --n"""a"", 'A I '�'111� -__ ___ _ 4 I . __--___,___ - , :,-. __,_ - t-__v,,,,,_ ,." � -,---,---,-,-1-,-,-.,.,,,-,.,,-,-_ _11_!===�_f_cw__ ­ '. I .. mt,v�zm�­ __A ,I . ____!:.__ I .1,111-1--, I . . . ... ..." I � a � i � - I— NEW RA 7FAZINE* � ,,e,�,.�� - �6'. _,._____"� - , �4?1��,�_!,-,­, ., - I I— . I . I I . I "I _ -__'____, . -_.1_-__ � � _,,�,��,,_,,t,a, " __ � ­­ REVISIONS: I ! ,*,�,,_t__ 0, ,�_,__,.____-_"�j t L - ___.,_____........____ EXIS77NO SMAM DRNN -,o�, -�'A,, � .5 ,��, ,.Mmv� _ - ARE- ___ 1-11-1.1 � " I ­ -"e­�=mm­,,��fA�"� I� �,,,,��, -1�1_,�_,ql_" �' �11M_-*��17*1_ilfb_ I _,__.1_-_1____.___-___, " - � �r""O�j��,-:�,�-�-,�".e,e,w,-,.,r�*,5t�p,�,�,&�,�� ,�, AP-'p-�go"r - _�, ,,,,� - _­____­____,_,._,_,_____ � VW STORM 04A)W . 0 0 awp�*wp� i 111 _< __ -, '!`! � N11. - 1: , 'M,-_W_���.�,,�,;-"�",L,-�.��l,atr.���,4�,,� --,",___.," !�� 7 N . _______,___ , I k -, , _ .ir i - ," - ,) :,f ___ 'Ilkl ,___--_1-1_ awq�0*���0 0 ammeepw 4MMM000 11 N . -i __1 - . 1 _�4,&_p'r '. , r . ,'I W__�,<"�" n,.,&,, ,4 ----I-!,-,----- y", -__..,__ � 0 _,",_."'�,_�,,,_��.�,,., ! 1� akll'm 9.-- ­�-'a"_,";%,""T,y .____.___ 1� - -,,,��, -" ___ _-, I I , �,� �� � -":-.",,-"�--,---.,,.,-,��"-.-----,I---=���-t,�- zo!�-w, .% D(STN1; OAS LINE ________ �___________._____� ________._____,I----;- �� -- I �� i I - .____ - --.-_______, , -- , i . ,,,-,- � ,"', .. .. .. 1� I 11 w - - . 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',I--., __"__,_-111_1 11 -__1_-__._._1_­________1__-1-1-1. - ---.1,____ -, ___ " " I , , _�,,,,, , ­--­__',',,' ­�­ -.1 I_11______,__ ZZ677NG &W4/17y � . .., - - E;?'iyqgk:&* ­ ! " i "�,,,"�,��­Zp,-m,z-�,nw ---.-,�,,,__ "Ot � ,�',��v.: -,,�,. .., �, . ,V ,)" I _.��,�, , . q� � � I . . ,11;, ..,I�, " - "=,�,,�,,, '-I----, -1, ,­ -1 - -,-,. . �, I I I '!�,, ""M" ____, � __1 1, � ,m_ ��Xpv _-, . . . . _-, ,''. "-. -­___­- m,-�, I I-., , � I , _w,,,��, _"_______,," ,!!!��, ", NEW U771-ITY I , . .1 -1-1- I I I I . 1 I � - - , -, I I --"-"--41-1-.11--- ­-­-_'Z", . - I �i � - .,�,, 4�­"' --�-�,,�.- ,?`�� , ___ - ... � . __ . . I I ",-"---,,,..,�.��.""--,,��,--"-,-., . I I - ___ !!!�___ _ I*- , �,�,�,,, , I fi,n� 1-1 ..�_ "�"-�1X­'1w,%"­g,_ 0Q11.1. 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ALL IML177a SHALL BE SR1880 5 FEET FROM Bt#1_D1AA5S VAEASS OTHERMSE N07ED. , �. -9"- , . - , � I I � 11, I � , I I � I J.-,*�,�--l-�---4,-�,,��4",v"-�,,I � �-" i t -,---____11_1 , � I I I !�z Paso Robles, CA 93446 , I ' __1k1%%11_ t i' " - , � i L�.,'� -1 , -,� I 1 1 i "i i I I I g, 5�;. - i Ql - - �' ' " i j . , I � j I 'z i �x � � I I I-_� ALL S7USSED U771-MES SAALL BE CAPPE9 OR O.rHFRW15E` SEALED FOR FU7ZIRE COANSC770N. Ph: (805) 237-1035 j 6 S' i rs U I L D 41 N G I EXISTING � I '. � �,4 � 4 I I k , -, i I 4 I � 7 , S . . I E X I S"I"I A-lis 11, I 1111 .. 111111 . . . -1 A MARKER PYPE &7ENDING 2'ABOVE 17NISHW GRADE SH4LL BE PLACED AT rHE ENO oF �� ? I .& ,1 �� " I , I " I I I I 51 ak BUILDING I - . ... �--��'-�--�-Z----Zzz::��-,�Z-,-"� " I , ,,, I _3 � 11 I I I or-r-M I � I I I � , �P, I i 't", � I §K�X I S T.1 N G ,-� I . - . . .......... FAX; (805) 237-3797 , �, , � I�A_ U�,,&_C.,-'�im,G, I 1. I i . I. ­_. EACH CAPPED U)7LITY, AND THE MARKER PW SAALL BE LAVEZED WTY ,rHE NAME OF THE � ` � �,�, ,I . I ��__ 11 1, _1111 � i, �I � I I - - '� -, I. 11 � "L -,�, � - � I I RES PEC WE U nL f/Y (W, *L a EC, r rA 7 V, � p , I �� , I �a �, _; If I�11 I L.D i I Ji(m I I r i ! , W,...) AND ITS S7U& EZA-VATON (DEPM � - I ; � I - 4 , 1� � H ,zlvl-r . & � �� §A i i ? 1, . .1� I'­ ­ 4 , , # I I i-11 ­'� I I I- 1 4 � I - � I - .. , I : �r K - I ; �i i 1, 1 I , I � ,- ,� - I � , I I � I j- � I , I , � t & __� I _ I Bnow ~0 f,� � i I , , I i I I i. I � �, � 9 I I __ �, � I �., � , � ,4 4 t � � __ � r_1__________1 1---1-1-1i � � . � !j - I 11 � RE - . , !1�� � , I I I X ,7 � , I ­_ ; � . ��,_ I I'll, , , � � il � I !�, I I i �, i I -11 .I 11 i i`,� I I T - � I , � i g vl.111 N_R41'1' ' 41 v , - � ,, , " I � , I I �" 1 I , i .I_,k-r, 2. 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