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HomeMy WebLinkAbout1992 - El Camino Real and El Bordo 3 s5 211 "'ONSTRUCTION NOTES °, ".� APPROVALS} REVIS€ONS APPROVALS REVISIONS APPROVALS D - � ' 'TI T -`- _ ;,� PPRO '� COUNCIL r"2E C31 i1T10N NO. DESCRIPTIONS �Y DATE APPROVED! COUNCIL RESOLUTION NC). D�scRIPT1ONs E3Y DATE APPFOVED coUNcil_ REQ®Lu MON NO. I I --- -------_ - _ - - -- I -�- 1 . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR r'ITI}~ T T THE CITY'S ENGINEERING EERING DEPARTMENT WILL BE REJECTED&WILL BE AT THE CONTRACTOR'S WOR OWNER'S RISK&EXPENSE. y 8 RI�fP 1 1 S./ I`ci F�b B IOIM T� {Y 14�,a . v a.-Y v'. a-�- 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO&COUNTY OF SAN LUIS OBISPO STANDARDS& SPECIFICATIONS& ALL WORK I SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. 1/2' r 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTS 'STANDARDS & SPECIFICATIONS SECTIONS 11-351.1403 & 11-351.1404. ALL TESTS f ,gym _ # IST D� }"�.ON WITHIN ,�D PRIOR TO PLACING MATERIAL. TESTING RESt JI_TS SHAI,_I_CI-.FARI Y INDICATE THE LOCATION & SOURCE OF MATERIAL. r;AD _. a/ RAD. ( - EXPANSION J04N I �_. _ m - '/"® FII LLE R/� ( _ t`i SIDEWALK, 'T` SH.ALL BE ppm^ �I S{ DONE 5 1C t- 0 f .T DAYS Y i '1.s --_-T_- E A 3-1/2' AND SH ALL RAVE A ` I r -� 128 DE BORDER WITH 1/4' 4, COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL& MATERIAL PLACES AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS C® EXPAN-ION jOIN ri MIN I GROOVES APPDXIMATELY �� O.C. SEE GRa_ELY SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER & APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT 3/ ° E i t DETAIL THE RAMP SHALL MATERIAL. a PAVEMENT a �, >! _', BE GROOVED IN A HERRINGBONE 16` ! % �" 3 , - ' i PATTERN APPROXIMATELY 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95%IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION& I I uj1 T aI�TH Pc3I� OPE 1 �® To 1'D0 I \ 1-1/2` O.C. ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE& IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% \� RELATIVE COMPACTION f I -= A J -1-- �✓ --- �� ��'� %"i�"��'' '� T 6, A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS,WHEN COMPLETED,ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. "AS-BUILT" PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER / STRU TYRE A.C. TYPE '8 I 2 CERTIFYING THE IMPROVEMENTS& PREPARING THE"AS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. I C tt BACKFI!L �TRU�TURE 1 7, A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING DEPARTMENT. OACK ,LL 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT&START OF CONSTRUCTION. TyPE C AD .C. I K E 3' MIN - 4' MIN 4 10' MAX I SLOPE 1/4* TO 1'0' 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE, HOWEVER, ALL EXISTING UTILITY&OTHER 1 /, .\�/� ` > .; USE GROOVES oN SLOPINGUNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN&THEIR LOCATION WHERE SHOWN IN APPROXIMATE. THE CONSTRUCTION CONTRAPAVEMENT WIDTH MEASURED TO THIS POINT t951 i PORTION OF RAMP WHEN AGREES THAT HE SHALL ASSUME SOLE & COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES & OTHERf ' 6' 1-1/2 1 B® IyQ� I ;. - \� \ LOCATED IN 'CENTER o 12 FACILITIES&FOR PROTECTING THEM DURING CONSTRUCTION. 4 t 2" R D EXPANSION JOINTS � 2 CURB RETURNS �� 1 ' MAX -T- SHALL BE PLACED 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND i I � o AT 25' INTERVALS, - - - - - - - - _ I 3 ' s. I 3/4' RAD 1/4' ��, AT ENos of ALL rI SERVICE ALERT (U.S.A. AT 1-800-642-2444 2 TO 10 DAYS PRIOR TO THE START OF EXCAVATION & SHALL VERIFY THE LOCATION OF ANY KNOWN CURB RETURNS, AND _-_ I �' � j UTILITIES&WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. EACH SIDE OF DRIVE- WAY DEPRESSIONS. �. 1-3/4� T'7E INTERVALS 1 1 . A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF WAY, FOR BOTH SEWER& ROAD CONSTRUCTION & THE SECTION A-A i INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. BETWEEN EXPANSION I 1/2® 48" t 14" ~�- JOINTS SHALL VARY TO ALLOW CSA CKNG GREASED SMOOTH OF JOINTS ADJAeENT 1 SIDEWALJ{s SHALL BE CLASS s CONCRETE, A MINIMUM of �` THICK. 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORSEEN e D0> ELL OR I e 4 EXISTING IMPROVE - REBAR W/sLFE�� _ - 2 STRUCTURAL BACKFILL MATERIAL A MINIMUM of 4' IN DEPTH AND COMPACTED PROBLEMS THAT MAY ARISE IN THE FIELD. AL REVISIONS ARE SUBJECT TO THE APPROVAL OF THE DESIGN ENGINEER. } AT Ali. EXPANSION STRUCTII�E6GKFILL DENTS JOINTS AND 1 SIDEWALK MUNI WHENOF 40 THE SUBGRADE HAS IT R-VAiLUBEOF LESS THANDER T PSE CONTRACTOR =i � r �n r r�rr I � � � t r`t WHICH ki` DEVIATE MAXIMUM 1 3. THE CONSTRUCTION CONTR�C;OR STALL MAINTAIN A CURRENT,, COt� LE F E, & Av ,LRA,E IRECORD O{ ALL Cf1AN,��5vHYLIE1 IATI FORM THE i `! CONSTRUCTION JOINTS. -� - - CONSTRUCTION AS PROPOSED IN THESE PLANS & SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORED TYP E A 3 112- EXPANSION JOINTS SHAM BE PLACED AT ALL CURB RETURNS, DRIVEWAYS -� APPRaX 3/4� ON BORDER, DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMEN T& THE DESIGN ENGINE=E=R. / ,� 1-1/2' ON SLOPING PORTION I AND AT ALL INTERVALS NOT EXCEEDING 30' IN NONEXPANSIVE SOILS AND 20' IN EXPANSIVE SOILS OF THE RAMP r . REAL: T1/2" x 18° SMOOTH, GREASED DOWELS 24: o-c. To BE PLACED T>'�ROUGI-� 1 4. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE TI1E R-VALUE QF EXISTING SO€LLS& A TRAFFIC INDEX DESIGNATED BY THE I 1. TYPE RB To BE CLASS °B` P-c-c- THE EXPANSIVE JOINTS, CITY ENGINEERING DEPARTMENT EL CAMINO REAL.TI=$.Q EL BOR�O A1dENUE.Tl=6.Q } ) E A AND C CU 2. DIKE TO BE TYPE `B' A.C. / <, 3. STRUCTURE BACKFILL sEeT1oN 19-3.os STATE STANDARD SPECS. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4" IN DEPTH AT 1 � -"` "`-� 15. ALL FRESH CUT & FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT & INTERVALS NOT TO EXCEED 5'. i I CURING METHOD - GROOVING ENGINEERING DEPARTMENTS. CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO TAI THE PROVISIONS OF SECTION 90-7 � THE STATE STANDARD SPECYFICATIONs. 16. ALL UTILITY RELOCATIONS&/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. CURING COMPOUND SHALL BE ITE PIGMENT TYPE. 1 7. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF-I HE DESIGN I ENGINEER& THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY ERROR IN THE GRADE& I NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS & SPECIFICATIONS TO REVEAL A COMPETENT DRAWN BY: DRAWN BY: CITY OF ATASCADERO STRUCTURAL SECTION & NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DRAWN BY: CITY OF ATASCADERO CITY OF ATASCADERO R.A.L.. i DRAWING NO. R.A.L.. DRAWNG NO. R.A.L. ' I ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAYdING NO. EYeIGINEERING DEP ART�IENT DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. DESIGNED BY: DESIGNED BY: SJDES.S. BY: a S.J.S. - S.J.S. I S.J.S. DATE: DATE: DATE: # 1 9. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND k �/1���� x/12/91 1 8/-i 2/91 SIDEWALK RAMP SURVEYOR IN ACCORDANCE WITH CITY STANDARDS DRAWING M-1 &AS REQUIRED BY STATE LAW, LAND SURVEYORS ACT& SUBDIVISION MAP ACT. A. CURBS FILE NAME: FILE NAME: FELE NAME: AT418.DWG AT420-DWG AT41�.CWG 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FORM THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. 21 . THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES OF THE CONTRACTOR SHALL BE REQUIRED TO I ASSUME SOLE&COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS& PROPERTY,&THAT THIS REQUIREMENT SHALL BE MADE APPLY CONTINOUSLY& NOT BE LIMITED TO NORMAL WORKING R E VI i C�I'J APPROVALS _ REVISIONS APPROVALS HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY& HOLD HARMLESS THE CITY OF ATASCADERO&THE DESIGN PROFESSIONAL FROM _ _ REVISIONS _ APPROVALS _.. _ y _ _ _ ..__ __-- ---_._--.-- D scc ic'Tl res ` B Y I DATE APPROVED COUNCIL RESOLUTOr4 NO. _ DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION No. D`SCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION No. ANY&ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT,EXCEPTING LIABILITY ARISING FROM --_-_ - I NEGLIGENCE OF THE DESIGN PROFESSIONAL. I 22. THE CONTRACTOR SHALL MAINTAIN TWO TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS I --- --- MANUAL FOR TRAFFIC CONTROL & WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY f ARRANGED FOR&GRANTED BY THE CITY ENGINEERING DEPARTMENT. I ' tom 23. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF 1 I Mlty I 2 i CALIFORNIA. M t. A 11/2- /(4) 4 CONTINUOUS 24 ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER&THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. (3) 1/2' SMOOTIl DOWELS 776 - - I __ PROPERTY UNC �.7C)_x RADIUS ® ,, \ I O Jt� 7 - __ _ 25. GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT OF WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FORM THE OFF �aAx ' _`''' - ! �; DRIVEWAY'S/` ! ! SITE PROPERTY OWNER. MItRESIDENTIAL: 10'MIN - - - - - - - - S ? O ti ��-C 2{? MAX. - tz COMMERCIAL: 12'MIN } r i z 36 MAX- -t- _ 4 4'-O'•O.C. 112' EXPANSION DINT MATERIAL V1(;%1N1TY MAP . 3) MIN - 2' MIS �ye I q PpIp ti 1, ,� I I i I I I D J4 0 18" O C 3` CLEAR I I € a� �,��}Q�� g A ) ' U 3 �. I ar r ii i }'*� � Z I # 4Atar,vu,ta Av li .,a Ln O 6 � �- gqoe { Q i y Chu S f 40 ` ' f � i I �_, tf � Oo 9E p x 7r t r / t I I E f I y V s b ,A� y /tea` �+Pinc!dountarn J ,9 Pt R e A C aI -- I l S 1 Ii p or 9332a' ` x L ori C I I i r O 1• + f I (�"1 " I «Q FASCADEflD a tS B SECTION B- A,e HIGH SCHOOL ,® I ! ! I S 1 1I I 1--�•t Le �_^„` CITY t a t/ E'fa` P { ' �[ 41• Q,a,g F, fi, A.,y rQ i Snwav /off �/�0 9p ninaJ � D J !I I I I I I I ( c R {v • ao` \ avcn Enc,nat I o SIDEWALK WIDTH VARIES r { STANDARD EXPANSION JOINT I I l I R FLOW N SCHOOL 7 GU TTE L O UNE Qcr 1/2' JP- ` ' '^ ! o� a' ` And es ve. , 9��O G ® i I 1 S Q �w P a t Avc'� SEW E _--- `��L GUTTER --Z_- ' I i ➢' J' 9 4 / TREATIRENT A6� 8ASf,, LA , 6 T PLAN PLAN A�e �� m I- C o a t � S z c o c 3' VARIABLE I 3' ? E �� Q F, an d I /c�a°cs c I. Z 04a o , OQ , 3 41 3 3 --3 �,a P fi d a 12" RADIUS TOP OF ,CURB '-----�- Bk�ll AVEr�oE m ac8'tro Rd I ------- -------+x--�--------- ----�-f•� SUR o i v o SECTION OI\I A- A I A.C. Pavia � a I �S APPROACH APRON ' PRESSED GU R k 9 12" RADIUS 1 2` 10 a r o v P<ata P af }' f ° so � � \ca La $plan � I (-}dAt.9C MCIUNTAiN :. 3 - - a - IN EY SNALL BE PAVED SWAZI RECTANGULAR CONDUIT OR PIPE(S). I 1 Up GUTTER FLOW LINE _ IN INCHES. a' IN' T iA N ! RB HEIGHT MINUS 2 MAX LE D M. E G#i T SHALL $E CUrMai / 1 � 5.. ' '",6S �$s �-= f c9�� GvJyPt? o 1/2" EXPANSION JOINT ,/2 ExPANSION JOINT •._ es ... ..� ''' a- ROJECT SECTION �' ac �9 �� :> a--� � I INLET CONDUI?S LARGER THAN 4' DIAM./HEIGHT MUST BE REDUCED o a $on t C WI I" A. MANIFOLD OR 1UNCTION BOX. A JUNCTION BOX SN Ail h#AV1i ELEVATION (4) j#4 EQUALLY SPACE v tee`. fi9a " y`t8 ea ACCESS/CLEANOUT INLET TYPE SHALL 8E APPROVED BY THE C#TY i QORrtoia Dao 3 CLEAR 4'-0' O.C_ ac> e` 1p ay I iKL `13 tdFlLMAn7'I ENGINEER SAME AS SIDEWALK UNDERDRAIN SHALL NOT BE CLOSER THAN S FEET TO A DRIVEWAYSLOPE 1/4' PER FQQTOR CURB RETURN. --� 1, up � ��caJ.f,PG� �� n�R4 � ' .. � 4�11 a� FasA o o� � G ye``} c`% ® RECTANGULAR CAST IRON PIPE - ALHAM13RA A-470, OR APPROVED CION A , w EQUAL Sb . : .. 4O CAST IRON PIPE - 3` MAX. DIAM. (t;" CURB) - 4' MAX. DIAM NOTES: (80 CURB) GALVANIZED 6® 1. All concrete shall be Goss 'B' P.C.C., mixed and placed in accordance with �4 REBA�i AT 12` O C the applicable sections of the State Standards Specifications. fiCONCRETE SHALL BE CLASS B SECTION 2 All atwark snail be 80 thick- CONCRETE 7 CHANNEL SLOPE SHALL BE NO LESS THAN 2% AND SHALL BE 3- 3l�9G PARALLEL WITH SIDEWALK SURFACE MULTIPLE DRAINS SHALL HAVE S" MIN CLEARANCE. WITH _ � MAX. OF 3 DRAINS PER 10 FEET OF S+DEWALK. DRAINS SHALL NOT EXTEND BEYOND CURB FACE INTO GUTTER. DRAWN Y: DRAWN BY: DRAWN BY CITY OF ATASCADERO GPTY 0 ATASCADERO DRAWING NO. R.A.L. CITY OF ATASCADERO R.A.L. DRAWING No- APPROVED BY; --- ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT MENTI I DESIGNED BY _.___ -____. DESIGNED BY DESIGNED $Y: SIDEWALK t g� tt i S.J.S. DRIVEWAY €SATE_- -- k !� 1 ! 9 DATE: DATA-: APPROACH 423 421 EXP 12-31-93 11/14/91 8/1 2/91 8/1 2/91 CROSS TT S FILE NAME PIPESWTH FILE: NAME ITCONCRETE FILE NAME: £ GREG ElJlCE, CITY ENGINEER RCE � $� AT511.DWG ' ! AT423.DWG AT421.DW } REV. DESCRIPTION , D I 1=401 _ - EET / € F 1 f E 1 -IIdO d- d 8L 31V-ld g , 4 # i , ,V , , . E I , t s _ pp50 /20 dj#j i y II , f + e t ¢ Al • r - - r , t 4 —006000 SHEET 7— OF 3 , . , , , ti �� 4 ------------ fi 1-4 ¢ f ...._ t i x i -- a t •, � d a b ' i ¢ • , t ! t -------------- t • d } , a , y • . , Fi t ' t ' +50 332+00 +50 333+00 +ou 331+00 EL CAMINO REAL , t « f i , �.._... -.,_..._....._-..._.,_...r_. ,,.,...ww._—_—•_..,..SW...._..._.._._._....-....__.__..>.._.____,_... _-..._._._:.__._. ....__._.,..,.,.•,,...-,.........ems..—..... _ ____ r t to Q � T G �L��,�fe _. _ rm 3 ! ,P�'MD!/ E XIS T/NG SPl.9 L T D/,CEJ f� c� /V�cc/ s T2 vC7-6J,2 - ��C T�0IV 10 /5 20 w f rdC TD F'�D V/DLA S1��J DD T T.C. NS/T/O/�/ f��',� 0 15 T_ N1,4 F G i" i5 T 70 Z fT'1 r1 Q om } EX/S T. 12 AC WMTfIR �o a - - �— � GtN� � � ��.—�tzNS 7- ,�, � �U I /p I �; x s - � x GUT7ff ee \7 ( i `tJ u w 4. T � � __� � - _ice. ._ •-• --- --- --- � --- — I -57 77 GUT'TL�� �. GoNsTR vcT' con, - �� a ` ' S fJC T h1 Co�tlC. C C�fc'l3 CJ 7-TYF2 \ S/� `1�/4 LK o Fc. / -- sawc.v-r' � / ✓P � 1� r � � `��1� - ® 4C �� �\ -51Z',)5 WALA' PC� GIT STD. ��� ` tl2�L D Ci47� 5-T. A EXtsT' C [ XLlllalll -I--z;-Lp "- ---- x,'45 —� .. �. �• ■ _ f COY o��I�2 S 7-1.- 8 Conk. CUC'8 GCJTT� CoN�7-RUC T C-61VC. 2)ie1 Vim"W,4 Y .s �/ -W,4L A- �-1F—'F- � 4/A/ -7-.F2,1;,--7- �/��,� P� tint��'�I»,2�/N c Ex�sT i L T' CD/i(S7-�UCT�/D�7�/ P�'� C/T Y -777 . 423 Mr GD/�/�T�UCT rJtri =�5 0 ! D.3 TYPE B f�sPht.4 t /7� S Tj�. 5// F" � C r T}' S-7-L3. S// �i �, �1=�D�©00 OTS-GROOVES 1�� O e G 8,4s� t UNP.ER-LD,e A A/, TEE'L , t C'�.2 �GGiE'� A7� 4 L=Z3.5G R�Mf 70 INA& -t 5 E� rt/v�� « sf E�T O� �� �c��ss� Ofi I Cr 7 sT® 5/D �1 EL SORA AVF- Cy�B Tt1l2AI D,�fT,�l ¢ o�tLY. t T yP j c L �C T'I a� Al f7 I f NTS F C� LINE OF GROSS G U T T F R AT C/1- OF EL, BOR D O o foo PER SHEET 2 OF IMPROVEMENT PLANS FOR THE EXPt��s - D 0c) � ATASCADERO VILLAGE ELEVATION = 949.63' .3-31-�� t� S D,�-FE1e 54 WCU _of . _°- s G r�tg' STREET IMPROVEMENT PLANS DEDI CA T/ON cv I UT11TY APPROVAL 0 I Ln z I � � C-161-14 _ APPROVED BY<� vv fel ctA',A`,C AOt S� l lou,l p,r ,NAT£ r L' 1`� � �..• _ t - _ s EXP._12-31 -- _._ -" GREG LUKE CITY ENGINEER RCE 24873 1sC:FIc G•z5 t� aTy ' . �--12 �, Z-- REV. 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