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HomeMy WebLinkAbout2007 - Hwy 41 / San Gabriel Road USAN GABRIEL- MORRO RD SIGNAL .................................___,__._ ............................__........................... _ _ ...................... _,..___'-_"___.___._" _"" .___.__._.____...,,_._,_____ _.__, ___-_-__,_, ............... .................., ....._..,-.....,,,,..,....,.....,,.,....",....,..,,,,.....-....,..,,.,.,. ..,.....,,,,......,............ ............_ ............... ............_.............. __....__ _____M_M.. M.,^ ._r .,w._.........._.._....._ ..__N. _�. .. . _. .,.........,"_M _....m_... ._ .._...,,.,.........._.... ............ ................................................... ......... ............. ............................... ...................... ............ ...... -------------------- 3 Y t r_1 1.11,r, S^7` 'J „. , _ ,- t t � I G ,. k w I s s f r S ....._.._..;._..._......,._....._._._.,........:`.............._..,.,.."........._._..._._......._...._..............,.....,.......,...,,,,..."...,,......,.._.,...:_a,...................,...,..........____".._..,P..�............................,.........._..... INDEX SHEETSSTATE Of C A-L tFO.R.-.-: A 5 SL 14-21 ; 10 TITLE SHEET D = rwft A R Tm: o T 'rl A T A -.- 1 t E 'N S:� -�R a i KE I� Ps NOTES AND EVI t IONS wE�I\r�'•�;.: S NORTE''("{'fr, i �I L.L. N.ORTE( F [ r •, , x 3. L *, LAYOUT LOCATION-1 N-, T: '1"-0 Pt : 1 . I i S � / t..k �m a w., / �.�w. .. ,.,.�'`Y .. r L CAJ � S T P- R J -Afq N 4. -may( k' LAYOUT LOCATION-1 t 1f� r (r fEE J f AA 5. L-113', LAYOUT LOCATION-1 f 1I i HIGH: ErE .;.1 t } 1"E % --- �4EG�C�C r ivt:�r`" f„ -------- '+WY P M CONSTRUCTION DETAILS Ty COL j[[S n �{ S 7. CS-1: CONSTRUCTION AREA SIGNS ` .... � t U.'L ..*,....""I"l.�11.1--..,.Sl......- to_50%, ru UN :Si�E'Ea'e/',. t�t�e at�' � •` w ^",:v^""�.µ_ :f�#t_. '' 8. -� m PAVEMENT DELINEATION F �{ .. I1� CJW Pi x"t'S ''�4t .�v.rPri '..#iJ i.,L�,Y"Y1::. } �rt,l:�kd t J R " N E RAN C t �q 1,.11 r� ,.i,rr.,.. �� . E SIGNAL AND LIGHTING RSE I - I..,��E�r A,. � ~r�4.r, E� 4ht C�r F 41 ON H.VV : A 2: SIGNAL. AND LIGHTINGA SAN L RVAD >�n':� _.��iJ;� �. 1 1 S N # AND STANDARDSPECIFICATIONS DATED JULY 1999` S,�AII NO Ii �,.. ._....,,.. I `,aANT:4 i f�DF R1.3 t€"�r. A V(...' 3I..}. L 0 C A T 10 IN M .......................... LOCATION I _a�CI �` �I �.1,�t�'[;}I`..j.. r-, ��_ �%�". `'a C�71' �s::::f g; ej t�..r i r...�s c:•a �-� �c� f-' ,.;.;.,. C'. 7 .. tr �. � .�aF ;��� r 1 ri C:7;`� ,�'��, �:-�(" .� t., l.. ,w... ,.... .. ... ,.., ,�'>�....1t{ij t...�, .. ..., � 1.: t.Iv,. ..Ui'"�4"..°�' ND UABRtE PM 14- (,P, ,�f E�/��sk�t �t.,.�...�..{,p�W,��,+�w�(w{wI^ f�'}r .,., �'� :• ,, , rc.� �r.. r,,, � � .�;r... .r., +��,S,,� �'' ,{1� �.r, 7 4� °n �.as h ^w+awwaaaw�t„.. , !' y'}�^l( x¢,e��j')f1 J-,Irl fi f,3 �i.�,f' .,,, ;' t....�N r-'il f•:�;' !.8 if r_. rh 7 g t',W -1"r! asca W L.f" ;��fl1,.�fe 1..�< 1..,s.r !,ir t.F =...^l� i�lf t. ..�.)i..F{f.,<;? L./ R;a�.,s, 1 Road I , ; � e Ave. 0. k Avenue h • > f, € AREA Santa Yl 7 Il rr 41 . �s n :.•:' Pu a �.. ve, Id- Merchant Q 0 rb ui -0 SCALE NOT I v ., E SS 41 r� SCOPE F K: NOTE# fF I � � INSTALL SIGNAL AND WER TTI UGH71NG AND HERE REPLA WNT � F EXISTING.: CURS' � r� �'� ..,.._ ..., v.,..� � 1_j ADVAN FLA Hi'�i B:AG AT THE INTERSEC*n OF REPLACE PER FXII ,PNC PLu i- wd4 FNS E C� � E = HIGHWAY` AND A L ROAD. (IMTHIN 4 THERE RAW- T t FA(LINO. _ __ _ � M ;�., 01— E nA ALT AN R. jI TALL AG PEDESTRIAN RADS-ON _ 'GGR ttft A t GIST �'AG UT tF EXi nNG 3'S e c;;` `��r�; .:'. V � ,, i , j �" �'.. 41 AS T I `H :� I t TALL TRUNCATED y0q HALF DOME A6 O ALS. FOU ' f'RNER . �°AVVCUT ` ,�1�� C I V I L Aw/ MY' EXISTING &C. �► N. OSED E OF t s ,--AT -ON CORNERS T X11 $ ED H-Atf- w-D PADS c C. :.. :A.: :. RH.. A � RSL � �' AL � LL � T A ......... Y, c s ADE ._,_E _s I � GAR GR , R L'ACEMENT A GRADE SHALL E 19 .. � 3^ f 5 I t � ..) "•, {Y<•t,?a„U'�y ��� , INC. �l �..���I .. ..A i ;-�x.„J I ":1 I �i t r' fteD , t .,vl .{. :. r �:� E , ,� a-,S.�t ''� Y aS. .V B .� V tl r3. a a.+....it)I..N{N/ 5%l1 b' \.. :�. .... �1 ..:.?lf;+.:. '{..�..,59 ,�S .... . .. .§t, ..a�. :��: !s.r �iW:., '��j��.:� .i,.:r.., :',`::;' :::.t�::�`.�::tv.M.�SKtiy�� r, ,, NG . �$� �. ,t yyyl �f�j{if f{ y(�..�r�'ar� ;, '' } ,..y : ': ''' '. �,.��.�.`y14�. .'4Akl. ^{�,y.. � ��'Sst ,. .]C '4Lv t'�k ^•a.��:. ..Y.",,ft �"� .: ?S��.: .KN7.�� �� � �('.?:�1. 1.�� .!,SY i?o�Yfta",�'. }:v k ce PLANNING r ,:f 11:0 .1�.>.... •#: =aa �. {. l..fit, ,. .. .. ,. :.'.: '.-�• PROJECT MANAGEMENT �py f76W MORRO ROAD Lo 0 �.t:i Ct ATASCAt�O, CA. 93* S' The i f Er^” 1 t t r a c 3 o a iF ¢) e '�"'' (p""Y: l a +r-«v, o�"'"� 1t (�'T!""� cense�1 ew�y, � E'S..::S..y.. .y._.,:.%'J .X.�.t�.,1 C? r,:f��,�y�'d�. ..., v..,✓ d. O.A e:.,✓I shall t ! *. t...+' M� F Class v«:+ ^.,.-�1 S asses ) �,.✓ I ^wf 1 t'w..J ,. .... ,s x:y;;.;� v.•.. ...,..::',,,;,t.. L.,,:?:. :, s....p.t,...y} >..s >.'4 c;.., .... 2 � -375 Cl I ...... wf c. sped I � I I n the " ' Notice to Contractors ' / . T E Contract N 0506 N SN 2 _. ..,.•_M_.. FOR REDUCED PLANS ORIGINAL �;? !t� C:'� i_ lc3e ��- t 5 FC)I: tvE r..,_L r: F (REV. -'s `SCALE I IN INCHES I � 1 � {(DG E�'I _..` �- DATE: 09/22/06 Cu00000 �� Q��C��� All S T T E ``�� �'yj v .rr �` 1......----- E_'_--,* I I � � r 1 DIST COUNTY ROUTE HOST MILE SHEET TOTAL TOTAL PROJECT No SHEETS STANDARD GRADING NOTES 1. GENERAL SITE COND11IONS 1. ALL GRADING SHALL CONFORM WITH CITY OF ATASCADERO A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON 05 SLO 41 14.21 2 10 GRADING REQUIREMENTS AND THE 1998 UNIFORM BUILDING THESE DRAWINGS IS TAKEN FROM FIELD SURVEY AND CITY CODE, CHAPTER 70, THE STANDARDS AND REQUIREMENTS OF THE OF ATASCADERO RECORDS. THE CONTRACTOR SHALL SOILS ENGINEER, UNDER "ENGINEERED GRADING REQUIREMENTS;'. VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO 2. ALL GRADING SHALL CONFORM WITH THE RECOMMENDATIONS AND BEGINNING OF WORK. iRp� t0� REQUIREMENTS' OF THE PRELIMINARY SOILS INVESTIGATION B. ALL C STRUCTION K AND INSTA TION SHALL �-- .- ----..,,,Mq\ REPORT BY CONFORM TO THE CITY OF ATASCADERO STANDARDS AND Registered C M I En p e e r � THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN CALTRANS SPECIFICATIONS, AND ALL WORK SMALL BE SUBJECTZIA ^Ws AND MADE A PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY. TO THE APPROVAL OF THE CITY AND STATE. _ R THOMPM 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, C. WHEN INSUFFICIENT DETAILS OR SPECIFICATIONS ARE AC ASPHALTIC CONCRETE NA NOT ,APPLICABLE " � m INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR SHOWN, THE CALTRANS STANDARD SPECIFICATIONS AND AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM L-1 No.___ STRUCTURAL FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12" STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR ALUM ALUMINUM NTS NOT TO SCALE Plans Approval Date 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE PUBLIC WORKS CONSTRUCTION (GREEN BOOK) IS HEREBY APPROX APPROXIMATELY Exp� SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT REF ARCH ARCHITECTURAL OC ON CENTER REFERENCED AND INCLUDED. ASSY ASSEMBLY OD OUTSIDE DIAMETER I ( �- OF MAXIMUM DENSITY THE FILL MATERIAL OBTAINED FROM D. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND AVG A TRACT BOUNDARY AGE OUT OUTLET PROPERTY LINE ' °' ?fi �� CAS OTHER AREAS,ON THE SITE MAY BE PLACEDIN IN LAYERS COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING OS OFFSET _ AND COMPACTED TO A MINIMUM OF NINETY PERCENT OF MAXIMUMTHE COURSE OF THE PROJECT, INCLUDING SAFETY ALL BC BEGIN CURVE RIGHT-OF-WAY DENSITY. WHERE FILLS ARE PLACED ON SLOPES, A KEY SHALL PERSONS AND PROPERTY: THIS REQUIREMENT SHALL BCR BEGIN CURB RETURN PCC PORTLAND CEMENT CONCRETE CURB BE CUT AT THE TOE OF THE SLOPE AT LEAST TEN FEET DE APPLY CONTINUOUSLY AND NOT E LIMITED TO NORMAL BCC BEGIN COMPOUND CURVE PCVC POINT OFC POUND VERTICAL CURVE BACK OF CURB BLDG BUILDING PG PRESSURE GAGE GUTTER AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL IS WORKING HOURS; THE CONTRACTOR SHALL DEFEND, BM BENCH MARK PI POINT OF INTERSECTION SIDEWALK PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT REGULAR INDEMNIFY, AND HOLD THE ENGINEER, CITY, STATE AND BO BLOW-OFF PH PHONE EASEMENT INTERVALS IN TO FIRM NATURAL SOILS. OWNER HARMLESSFROM ANY AND ALL LIABILITY, REAL OR BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREAALLEGED, IN CONNECTION WITH THE PERFORMANCEOF B/W BACK OF SIDEWALK PP POWER POLE EXISTING �" („�L' � INC. SHALL BE INSPECTED AND APPROVED BY A CITY GRADING WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY PRV PRESSURE TI4�V VALVE RETAINING WALL 9 INSPECTOR AND THE SUPERVISING SOILS ENGINEER. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER C CURB PPOINT OF REEVERSVERS E VERT CURE c VIG N N CFS CUBIC FEET PER SECOND PSF POUND PER SQUARE FOOT 2:1 SLOPE 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 ENGINEER. CL CENTERLINE PSI POUND PER SQUARE INCH �w..• -wwa:... .M P L A N N I N G HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE E. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE CL CLASS PUE PUBLIC UTILITY EASEMENT EXISTING CONTOURS - PROJECT MANAGEMENT SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. IMPROVEMENTS, MEN COMPLETED, ARE IN ACCORDANCE CLP CLEAR PVC POLYVINYL CHLORIDE FINISHED GRADE CONTOURS 7. FILL MATERIAL,,, APPROVED BY THE SUPERVISING SOILS WITH THE PLANS PRIOR TO THE REQUEST F FINAL CMP CORRUGATED METAL PIPE 760D MUR'RO ROAD CO CLEANOUT R RADIUS WATER MAIN 8" W ATASCADERO, CA. 93422 ENGINEER, SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED COMP COMPACTION RAD RADIAL " S (805) 462-1375 INCHES IN COMPACTED THICKNESS, MOISTENED OR DRIED AS AF CONSTRUCTION IS COMPLETED. THE ENGINEER C C CONCRETE RC REINFORCED CONCRETE SANITARY SE R 8 18" SD NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT, AND CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS- CONST CONSTRUCTION RCP REINFORCED CONCRETE PIPE STORM DRAIN COMPACTED BY AN APPROVED METHOD. BUILT PLANS SHALL BE PRESENT AT THE FINAL CONT CONTINUOUS REINF REINFORCEMENT GAS MAIN G G 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF INSPECTION. CY CUBIC YARD RRM REST ROOM FIRE WATER F F MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D--1557--78 F. THE CITY AND/O STATE MAY REQUIRE REVISION IN THE PLANS READ REQUIRED EXIST. WATER LINE -°- 8 --- -t -- - DET DETAIL, DELTA REQTS REQUIREMENTSEXIST. SAN. SEWER �-- ---8„-- ------S - (MODIFIED TO 3 LAYERS) AND SO CERTIFIED BY TESTS AND TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE DURING DIA DIAMETER RT RIGHT EXIST. STORM DRAIN ===48t== == REPORTS BY THE SUPERVISING SOILS ENGINEER. SOILS TEST THE COURSE OF CONSTRUCTION. ALL REVISION SHALL BE DIM DIMENSION RJW RIGHT OF WAY EXIST. GAS --- --G---- ---- -G- - SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH SUBJECT TO THE APPROVAL OF THE DEVEL ER'S DWGS DRAWINGS ROW RIGHT OF WAY R JW R/W 18 INCHES OF FILL AND FOR REACH 500 CUBIC YARDS OF FILL. ENGINEER. RETWALL RETAINING WALL EX. S.S. MANHOLE 09. ALL SOILS WITHIN 2 FEET FINISHED GRADE IN THE STREET G. THE CONTRACT SHALL HAVE COPIES OF THE PLANS AND EA EACH S.S. MANHOLE VARIES EC> END CURVE SS SANITARY SEWER S.S. LATERAL S � SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL ECR END CURB RETURN S SLOPE MATER SERVICE W 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS TIMES. ALL CHANGES OCCURRING DURING THE PROJECT ECC END COMPOUND CURVE SCH SCHEDULE EGL ENERGY GRADE LINE SD STORM DRAIN WATER VALVE SHALL CONFORM TO THE REQUIREMENTS OF THE ATASCADERO CITY CONSTRUCTION SHALL BE RECORDED ON THESE PLANS, AND EL ELEVATION SHT SHEET FIRE HYDRANT 3' S, 2, STANDARDS. THEY SHALL BE TRANSMITTED TO TIME PROJECT ENGINEER ELEC ELECTRICAL SPEC SPECIFICATIONS EX. FIRE HYDRANT --- -- �-- 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED TO INCORPORATE INTO THE AS-BUILT RECORD. EP ED OF PAVEMENT STA STATION STREET LIGHT AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES, AND H. ALL STATIONING SHOWN ON THESE PLANS REFER TO EVC END VERTICAL CURVE STD STANDARD GAS LATERAL G I I BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE CENTERLINE UNLESS OTHERWISE NOTED. EX EXISTING STL STEEL UNIFORM COMPACTION. I. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES EG EXISTING GROUND SW STORAGE UTILITY TRENCH ___p,Ph,CTV VARIES VARIES UTILITY SERVICE SV .. .. ___. _1x-5x 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 1% EXCEPT FOR AND SHALL FURNISH, ERECT, AND MAINTAIN SUCH FF FINISHED FLOC TB THRUST BLOCK PG&E BOX C� -w � V .. . M.. PAVED SURFACES AND POSITIVE DRAINAGE SHALL BE FENCES, BARRICADES, DETOURS, FLAGMAN, LIGHTS AND FG FINISHED GRADE TI3 TOP OF BANK EXISTING PGCE BOX ED MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. SIGNS AS NECESSARY TO GIVE PROTECTION TOT HE FH FIRE HYDRANT TC TOP OF CURB 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS PUBLIC AT ALL TIMES. FL FLO INE P TEMPERATURE PG&E ELECTROLIER EXISTING PAVE. SECTION RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM TRAFFIC CONTROL IS REQUIRED PER CAL FLG FLANGE TOE TOE OF SLOPE PAC BELL PEDESTAL ANS SAWCUT UNE AS SHOWN ON PLANS THE JOB SITE AND DISPOSED OF PROPERLY. FM FORCE MAIN TV CABLE TELEVISION SSMH TECHNICAL SPECIFICATIONS F THIS JOB. FW FA OF WALL TOP OF WALL OR UNTIL COMPETENT STRUCTURAL CONSTRUCT AGG BASE '.SHOULDER 14. SLOPE CONSTRUC11 REQUIREMENTS INCLUDING TERRACING CONTRACTOR WILL BE REQUIRED TO KEEP TWO--WAY FS FINISHED SURFACE TYPICAL CLEA SECTION IS REACHED NOUT SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER TRAFFIC OPEN AT ALL TIMES UNLESS OTHERWISE FT FEET IF TOP OF FOOTING MONUMENT ENT �, * 4" AC PAVEMENT MIN. OVER PRIOR TO CONSTRUCTION OF GRADED SLOPES. APPROVEDBY THE STATE. FTG FOOTING T.C. UTIL COMMON TRENCH UTILITIES TOP OF CURB T.012" CLASS I! AGG. BASE MIN. 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND THE CONTRACT SHALL FURNISH A TRAFFIC CONTROL G GAS TOP OF CALL T.W. C METHODS REQUIRED TO PREVENT His OPERATIONS FROM PLAN PRIOR TO CONSTRUCTION AND SHALL PROVIDE THE GAL GALLON VAR VARIES TOP OF"GRATE T.G. CONSTRUCT TEMP. A.C. PAD PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, APPROVED SIGNS, LIGHTS, BARRICADES, AND FLAGGING. GALV GALVANIZED VG VERTICAL CURVE TOP OF FOOTING T.F. CULTIVATED VEGETATION AND DOMESTIC ANIMALS, OR CAUSING ROAD CLOSURES MAY BE AUTHORIZED ONLY FOR EXTREME GB GRADE BREAK VCP VITRIFIED CLAY PIPE GRADE BREAK G.B. A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE CIRCUMSTANCES. GPD GALLONS PER DAY VERT VERTICAL PUBLIC UTILITY EASEMENT P.U.E. * STRUCTURAL SECTION SHALL BE DETERMINED BY "R" VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE J. NO CONSTRUCTION SHALL BE STARTED TROUT PLANS GPM GALLONS PER MINUTE GRD GROUND W WATER FLOW LINE FL VALUE OF SOIL AT SUBGRADE AND T.I.=7.0 RESPONSIBLE,FOR ANY DAMAGE CAUSED BY DUST RESULTING APPROVED BY THE CITY AND STATE ENGINEERING DEPARTMENTS. GUT GUTTER WJ WITH INVERT INV. FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE THE CITY AND STATE INSPECTOR SHALL BE NOTIFIED AT LEAST GV GATE VALVE W/o WITHOUT FINISHED GRADE FG CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING 48 HOURS PRIOR TO THE STARTING OF CONSTRUCTION. ANYWATER METER FINISHED SURFACE FS T 1 0 PE3&D' INSPECTOR. WORK DONE WITHOUT APPROVAL PRIOR TO NOTIFYING THE CITY HC HANDICAP WS WATER SERVICE TYPIUAL STPREET "EC UIN 16. ALL SLOPES OVER 3 FEET HIGH SHALL BE PLANTED WITH INSPECTOR MAY BE REJECTED AT THE CONTRACTOR'S HGL HYDRAULIC GRADE LINE WS WATER SURFACE N.T.S. PERENNIAL VEGETA11ON APPROVED BY THE CITY AND SHALL BE AND/OR OWNERS RISK. HORZ HORIZONTAL WW WET WELL DENSE AND GROWING PRIOR TO FINAL INSPECTION. K. THE CONTRACT HP HIGH POINT WELDED WIRE FABRIC WWMSHALL OBTAIN AN ENCROACHMENT PERMIT WELDED WIRE MESH 17. EARTHWORK QUANTITIES: FROM CALTRANS AND SHALL NOTIFY STATE INSPECTOR JP JOINT POLE CUT: 10 CY 48 HOURS PRIOR TO BEGINNING WORK. FILL: 14 CY ID INSIDE DIAMETER ESTIMATED OFF SITE EXPORT QTY'S: 0 CY L. THE SOILS ENGINEER SHALL PERFORM R--VALUE TESTS AT INV INVERT ESTIMATED OFF SITE IMPORT QTY'S: 4 CY LOCATION APPROVED BY THE CITY AFTER ROUGH GRADING IN INCHES RJW RJW NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE OF THE SITE. THE FINAL PAVEMENT DESIGN BASED UPON L LENGTH FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE NOT THESE TESTS SHALL BE APPROVED BY THE STATE. LAT LATERAL VARIES INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON M. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LP LIGHT POLE THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT LP LOW POINT LT LEFT SHOULD VARY ACCORDING TO THESE FACTORS. DOE BY PACIFIC GEOSCIENCE, DATED DECEMBER 13, 1989. 3' S' 2' 18. PRIOR TO ANY GRADING THE DEVELOPER SHALL BE RESPONSIBLE MAIL MATERIAL o FOR SCHEDULING A PRE-CONSTRUCTTON MEETING NTH THE CITY N. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT MAX MAXIMUM AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL ENGINEER SOILS ENGINEER SURVEYOR AND MFR MANUFACTURER I Q NOTIFY THE CITY A T LEAST 24 HOURS PRIORTO ANY WORK CONSTRUCTION SUPERINTENDENT SHALL BE SUBMITTED AND MGD MILLI GALL S PER DAY MIN MINIMUM BEING PERFORMED, AND ARRANGE FOR INSPECTION (CALL 239--0210) KEPT ON FILE IN THE OFFICE OF THE CITY ENGINEER. MISC MISCELLANEOUS VARIES VARIES ° 19. SOIL PREPARATION, SITE GRADING, AND/OR FOOTING EXCAVATIONS ARE TO 0. THE ALLOWED HOURS OF OPERATION ARE 7:430 AM TO 7:00 MH MANHOLE 2% `n BE OBSERVED BY THE GOETECHNICAL ENGINEER OR ENGINEERING GEOLOGIST PM, MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON OF RECORD DURING GRADING OPERATIONS. THE ENGINEER SHALL CERTIFY WEEKENDS AND HOLIDAYS MUST BE SUBMITTED IN WRITING THE WORK AS BEING DONE IN ACCORDANCE WITH THE APPROVED AT LEAST 24 HOURS IN ADVANCE. EXISTING PAVE. SECTION o RECOMMENDATIONS OR PROVIDE REVISED RECOMMENDATIONS, IF NECESSARY, P. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN SAWCUT LINE AS SHOWN ON PLANS PRIOR TO INSTALLATION OF THE BUILDING FOUNDATION. APPROVAL BY THE DESIGN ENGINEER AND THE CITY/STATE OR UNTIL COMPETENT STRUCTURAL CONSTRUCT AGG BASE SHOULDER a 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION ENGINEER. SECTION IS REACHED OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. Q. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE N ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET PROJECT AND E PLACED AT A SUITABLE DISPOSAL SITE. * 4" AC PAVEMENT MIN. OVER 12" CLASS it AGG. BASE MIN. 0, AT CONTRACTORS EXPENSE. R. IT SHALL BE THE RESPONSIBILITY OF THE 21. ALL TOP SOIL SH BE STOCKPILED FOR LA DISTRIBUTION CONTRACTOR(S) TO BE FULLY INFORMED OF AND TO � OVER THE LOTS AND SLOPES. ALL CUT AND FILL SLOPES COMPLY NTH ALL LAWS, ORDINANCES, CODES, CONSTRUCT TEMP. A.C. PAD 0 SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING. REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER IRRIGATION MAY BE NECESSARY TO ACHIEVE DENSE AND AFFECT THE COURSE OF CONSTRUCTION OF THIS PROJECT, GROWING VEGETATION PRIOR TO FINAL INSPECTION. A BOND THOSE ENGAGED OR EMPLOYED IN THE CONSTRUCTION, OR * STRUCTURAL SECTION SHALL BE DETERMINED BY "R" VALUE OF SOIL AT SUBGRADE AND T.1.=7.0 MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR HYDROSEEDING. THE MATERIALS USED IN THE CONSTRUCTION. 0 22. PRIOR TO CALLING FOR FINAL INSPECTION, THE ENGINEER OF RECORD S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MUST CERTIFY IN WRITING TO THE BUILDING.,OFFICIAL THAT THE FINAL GRADING PROTECTION OF THE PUBLIC AND PRIVATE PROPERTY PI "AL STomm"'EET "ECTIUN A&L; AND DRAINAGE CONFORMS TO THE APPROVED PLANS. ADJACENT TO THE WORK AREA AND SHALL EXERCISE DUE TY ti 23. ANY OAK TREES ON THE SITE SHALL BE PROTECTED DURING CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE r... N.T.S. CONSTRUCTION, AS OUTLINED IN THE CITY'S OAK TREE CONTRACTOR SHALL REPLACE AND REPAIR TO THEIR PRESERVATION ORDINANCE. NO GRADING SHALL TAKE ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS z PLACE WITHIN THE DRIPLINE OF THE TREE WITHOUT THE WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT APPROVAL OF THE COMMUNITY DEVELOPMENT DIRECTOR, AND AN DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVED INSPECTION MUST BE CALLED PRIOR TO ANY SUCH WORK TAKING AS A RESULT OF HIS OPERATIONS, AND BE REQUIRED TO < PLACE. IF REMOVAL OF AN OAK TREE IS PROPOSED, AN REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS APPLICATION MUST BE FILED WITH TIME COMMUNITY DEVELOPMENT DIRECTED BY THE CITY INSPECTOR OR UTILITY COMPANY. DEPARTMENT #AND APPROVED BY THE PLANNING COMMISSION. T. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN _0 24. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE RIGHT-OF-WAY SHALL HAVE AN APPROPRIATE o THE CITY, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. CONTRACTORS LICENSE, A LOCAL BUSINESS LICENSE, 25. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS INSTALL THE APPROVED DRAINAGE DEVICES FOR WORK DURING REQUIRED BY ANY AGENCY. THE RAINY SEASON OF OCTOBER THROUGH MARCH. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE BUILDING OFFICIAL, SHALL BE © IN PLACE BETWEEN THE DATES OF OCTOBER 15TH THROUGH APRIL 15TH WHERE GRADING MAY AFFECT OFF--SITE PROPERTY SHOULD THESE MEASURES Ile NOT BE IN PLACE NO INSPECTIONS WILL BE GIVEN UNTIL THE MEASURES ARE IMPLEMENTED. I%`EY M A P No Ou b T E,%01*5 26. PRIOR TO CALLING FOR FOUNDATION INSPECTION, E ENGINEER OF RECORD 0 MUST CERTIFY IN 1T1NG TO THE BUILDING OFFICIAL THAT THE ROUGH GRADING E& a 2 JIM v Bm M 0 Ift m N 1 0% 'a m K-1 CNAND LOCATION OF THE STRUCTURE CONFORMS TO THE APPROVED PLANS. D A I AN bLi Z� FOR REDUCED PLANS ORIGINAL 0 10 20 30 JOB # 05-056 FORM DC-OE-91,3-PF (REV. 31/88) SCALE I S IN INCHES I I ( _._.� DATE: 09/22/06 cu 00000 EA 000000 _I _ ! � D I ST COUI ITY ROUTE � POST MILE T SHEET TOTAL TOTAL PRC_ JEC Now I SHEETS -------------______ ----.1-----1-1-1----------------------- I 05 SLO 41 14-.21 10 �,. ,. _ ___-__ __-_. _ _-- --____-- -_ _ _ __ _--_!__-_ 11 11 , .. a zl " \,,- \\ . ,� 1. CONTRACTOR Tq REMgVE EXISTING .'w` a �--- . ,\111NORTHEASTERL`f TREE AT THE GR011NO . '" _.__..ar.,.__., O A `` '� '� R i t r i i n i q Tq PREVENT OBSTRUCTION \ '., OF PROPOSED SIGNAL LIGHTING ,-1 �'' e g e e d C V _ � ,, 11 �:� <v `Z 11.\ s � ' C, '\`,, & �..- I I ,,\ \ ". _ Z `I I, \11 \ \ 11,11 q co N m 11 . 1 �t,, ",} CAM f I- I-,. -_ {'1 P ! ans Approva ! 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PROJECT No SHEETS t / / I _ __ _ � € / F 1 I I ! _ ( d 11 I ,111 HIGHWAY 41 cm'RJ�q R 0 A D) , y I I� "N 1_11-0 , ,. �, // / I i. a 05 S11 1z - LC) 4-1 14-.21 f 5 10 1_,", I t "', I ---"I ,I ____"I - I , , 0 . i - - ,,,, _ i I.1 ` " , - ,11 , 11 `I I , , -, I 750;FOO I ______ i I I : I ' . r 3 / r 5 a Jf _� 11 , 11 r I # P0FESS / \ % „ / / `5 P �{ /11 / �- - £ 1 fi y 6 Registered C i v f Eng i nee \' �, w "`^.. / a x s 11 I I LA") / `/ � I Q �© 11 F ; ,11 , , � 5 r •1 i X p a �_ .,,q i l \ / 4 )Ny t 1 // // I I S,, CIVIL P I I � / �T t�� 11 Ii °�° I I \moo:- r AL��a �C.,.d k j / 4 4 f, 11 / / s ¢ o ,I 16 1 / / 6, ^9 `, x, £ K t L , L 3: 3' v c S k n,I i p� ', Y I mile f € 1. +/fie /it + I 11 xc ,I k / /_� 15 It ftw, �� ��� 3 l I ` 0 ..,,r;. 1[� I I EXISTING 12" WATERLINE11 7 § l CIVIL ENGINEERING / x I t y € s } / / �--a... PROJECT nnANaGn�ENT / / I I ~,.�.-,-- 11 . ?6t?D MtRQ ROAD r 6 / / x Y11 11 ATAscA®ERo, CA. 93422 { / / / tt (,acs) 4sa-�37s _ I I V, °� _ / / tI EXISTING 24" I / / a I EXISTING EDGE OF PAVEMENT A / / STORM DRAIN bP L STA 749+22.38 HWY 41 F GRIND EXISTING / / / I 6 s 1. OFFSET - 29.35 RT STA 749+60.18 H 41 � r PAVEMENT 1.5" M!N /'� / � F 919.35 FS SET -- 36.26 RT AND OVERLAY 1 ` , 919.36 FS / / I .. 3 STA 749+43,74 H 41 z I A 2" A,C. PAVE. OVER / / , F 6 I OFFSET -- 31.06 RT 4" CLASS it AGG, BdSE / / `�� M«_y „ 919.43 FS STA 749+54.98 HWY 4i / / s/ 4 i I I I,// EXISTING SAN, SEINER t OFFSET -- 33.42 RT x / / STA 750+39.98 HWY 41 . :,� , t » = 919,39 FS . ..,� µ 1 ,, w r / / 4" A,C. PAVE, OVER i 6 r '�. •. vz iI OFFSET 35.09' RT 4 w h }. 3 / / 12 CLASS II A GP A ani G 8 SE 920.20 FS * . 11 F r' � r z / , 4 STA 750+38.90 HWY 41 {: il �, s x ? a-------_,_ . / #, a, OFFSET - 38.86' RT "Ill € ;. t�,. ___. t _..a� 2 1 9 . _, ._... , .-,.w DE _. .,.. OFFSET 41 7$ R x 01$ FS w ,,M _ 20 FS z / _...,.._w TECTABLE WARNING SURFACE G GAS LINE % .., M_M ,., i, _w.. „ _, _. ,_ __.w RAISED TRUNCATED D ES 9 ,41 EXISTIN11 w '•... w .,..,4 .y q ,. { re ,: W �' r1 i,. }/tti 1 / -n+r-.,v. ..ww..,.,. -..... ,..+•-w^ -...,,, pa °� I )„„n.,..,..s .-_ ,r.,n ,-,1__ "`e. w. :' `? '.' •^ '�r�7 a}` a -... �,,, .,, PER CALTRANS STD, A A a? e} � °s ..',,,"-._. ,u a. a�r s STA 9��Go p? yy ,. .m, _.»,�..,.�.^,.'-"'" ._, ,. w 4 --,.., •x - -,., . , ,, ,<�: .,,.., ,_.�..,. ..�.�.:,.. EXISTING EDGE OF PA EN -tr` .,. u 4 1 _ y r OFFSET 3 .?1 T µ .. � � VEM T EXIST. A.C. PAVEMENT : / _, M„ w.:«M. STA 750+30.23 H 41 _ _ r«„ . r ��,�: �, . ari.:� � 919.33 FS •^ �,:., :,n.„ �,�-... �`� b� � �,�w.. ''" M. ,. �`�, T' .... �' ,�. ,,�_.�-_'__­_'_"__­___1'1­r_,.,,,, _ .._..�.._. ..____.OFFSET -- 41.13 RT - I .�y � .. ..,�.. .� I "ha. ® BE REM REMOVED.4wDP `,,p+< +d 3 ,� " 'e !' .,,..w.,.,.,,.,., 4L .»., 'ai [ ww4 _j11. r, ,' �a WARNING SURFACE _ .._ __,,.._,,_,__1___1.,,,,,. ry, / ...,... DETECTAB4 __ , v M ,,,,/ £5$ .a920 05 FS � ��._. '`V. y" \,.+3 :.,;� , e k.!,, ':.�•wp A':i^ Ni&ST F ...., ,.« .,,.»w"-,.., .. 4.i• ...w,-.-.«^.,..,....,».,,. ,. ;,Er RAIS UNCA OME _,,. ��_ ., Y :.. X i 1 ATE BASE SHOULDER . ,.. ED T� D S ., STA 7491-5x.37 H 4i �: , �� w,-,_..., x � A C y ,, 6, : ,., " PER C TRANS STD 88A :,, _ .,, OFFSET 39.17 RT { ,, „ SAWCUT LINE_ �, { _ �. $Tq x"'.; is f f5 [� _, m a:` _ tib,'„�.. '� ,F .:J":..�P,� .A 1d E `` ._M,..»-.,,.Y.... 4,.,. .w,� '"'p",b ,Po. �.6� k 919.55 FG ."{� ., ,,r,$ , '� y y _ _-___ �. h r I ��----,, .�,�.-. ';. _.� .� STA 749+53.03 'H 41 X , �, ', ,;; STA 9+57.40 SN GAB a_»..,.�,:-- \ � . 4 _____.__ % ' OFFSET 38.03 RT µ � k : y *, - STA 95~3: SN GAB , ::° M -- = �, ®FFSET 31.07 LT \ , 919.49 FS aF t,:,,' / OFFSET -- 31.34 RT .. ,.. - � 4 919,30 FS ..� -- M..,. _._. ._ i 4 AGGREGATE BASE SHOULDER `. / ra s 919.91 FS _F y,.. H T �r�, �. ._....M r ., , EXISTING _,_ 2 APC. PAVE. OVER T 749+ 7 36 H 41 „ w__,....,,.. \ -- S A 5 .w,:._..�.. " x . r . GAS LINE 'Y . . "r 4 : GGREGATE _».rv,..-w...-,_,._, _ 4 A !! A G. BA M FSET 40.39 RT v. �..._.._, _.v CL SS G SE vh w TA 7 +4 .95 WY 41 5p 2 3 ~-- � - �.. SHOULDER '- � .•� '� k:� OFFSET 42.52 RT 919,4fi FS _- STA 9+49.25 SN GAB '° STA 9+48,63 SN GAB ` 6 5 k�:;�. . .,.,�, .,._„_,,» ,,., �__.,.»_ . _ a=, •.�. J,,� -� � ._, t 92017 FS STA 9+58. 1 GAB ._ �. M - .�. , OFFSET 27>72 RT `'',, ""`v` „tet.. r-ti ,r a .,.�.-.., ��`� .s;a � .,i. ..,. ., r s i i ,. .. `;.4. , } M f ,.. I m.� OFFSET 38.33 LT / O SET 27 3 L _ M. __n,.__• :: { ,, _......, 919.83 FS �. ,_ ' w� E : w»_ _,,. v�, STA 750+41.12 NWY 4i r 8 r \,� .. { r:m. 919,43 FS 919.20 FS _ . h, ,,_ , ° a C ti {.. i r, I { ,. �, , +' ,. .. , .: ;tee �, {. y Vie^ „„ °c';;, - .,., .. 1�S_ET 4a7.a74 8lT I .m t . ;:.K „ _.. ;ti E, *>. / Y' ,. � EXISTING PADDLV�R F CTOR � ., r', -:�-�-, EXS NG DE ELE ' ;, . , w i t ^ 4 4 STA 9+49.es\sN GABB . 1w. u 111 : ..z, / STA - STA 750+37.17 HWY..4 v ,.. 4 �: STA 9+54.72. SN GAB :.' ,,r&.'.,"';.,. ".,;, : ,.., nc i{ y „`.� 3* '+.t I .,< J„ OFFISET 23.83 RT _ a �,. �� / f,, RT OFFSET 45.78 RT { OFFSET -- 35.29 LT ., OFF 34 82 I 1. E 0 919.83 FS 919,8 S "" w,_ ... 11 I Z9,, W. � 919, 1�:.FS'.,,www,„ �,».. f 919,40 FS . I 4 'tet ;: 1. k 1 `3,t. ..n»:.t '" '. ri n meq, �'" r"•,: 'a d- ,�+°• � �s . STA 9 44.37 SN GAB �� I �� � " .•, 11 � SET -- 24.91 RT �" i �� �. � � , z EXISTING 12 WATERLINE \ a ` ,' w , STA 9+51,92 SN GAB 4 A.C. PAVE. OVER 919..75 FS a,. �� �F _ 1 5 - C ' ,J" ,r.. err 15 ` OFFS -� 35,98 LT '',. 12" CLASS !i AGG, BASE �" _".-•..- a 4" AGGtEGA BiE SHOULDER .� le ,, a 4� 919.45 FG �. �� � ,» � � s ,/ �. 11 11 ---4, �� �� �.11 STA 9+4f.36' SN GAB F " z o t �� } �. AC DACE `;, �„ k¢ EXISTING RETAINING WALL „ t -- a3 . p' �.: M,- SET 18 RT _.._,, � STA 9+44.68 SN GAB g F :i >, �; ®9.73 x "» =. r �'- ti{ " OFFSET 30.71 RT' M f t , ,,•' SAWCUT LINE 4 AGGREGATE BASE SHOULDER 919.63 FS . n° a„ 'j 3?� - ,i t I �'Wr ' 11 �� ¢{., „ ,t � gym- f r'�` I \Y ry Y q xn " `m s �`_ &� ExhSl. A,C. PAVEMENT °s ��, „ r -� `11 . ~» TO BE REMOVED. � © �� v..._ - I EXIST. A.C, PAYMENT S / y , . .,� - ._. �. .r .... .�,. 61_1, . \ I TO B REMOVED, ° (��}' Fwd, 3 W2 .',' ,a.,*nx.,,..•, "°" 4" AGGREGATE BASE SHOULDER 11 / ' � w _.._p..,.k yy 11 \.1l .�..,. a� , Y N N f x GHT POLE _ .,-_..�,...�.„,,.ww,,,.�., PRc�P®SED LI ) r„ „ ._., { .t11 I11 w_�.. x .11 � . r v - . .....«-_, ,„„...»,..,-..-.-w,...,- _�.m... I Sys /��y/ {/�) �}` ,. 4 le �,. z .q -,«„„»,. _ wPw^ 3 -� .....--»...w...-.....,.x,..,,...»..-• T ....--.,,..,.-..,._....,.•.»...«,.,_»,.-,....-.v....,.,,-.,r,,.,,.-,. ^a _._.,.,,,,,...,».w-.. S." OJTA L/+Z9,V 3 SN GAB ^ y j •F{{`MF t`• q� ��e.+�, 'F; "vii J -' OFFSET -- 22.72 RT , _, w11; S`�A 9+27.30 SN GA .1 ' f - a.. ..., - ,�, 1 T 918.85 FS �*n 3 a OFFSET 2 ,98' L '` f f f `;,. E „ , \ 9i 8.5 •. FS j w _ ' `'„ s _...1 ",_ 11 �, tai„ , t.,.:„«. -;, e( / +', -.„ s i �w .S "k _1%,� ! F} ) J� f i, c I I 11 sy11- 11 S 1111- j - {.,.,,,.q . y' t jFJr -11 I , / / 4 m _....:._» 11 t 1 a ___,__,--11,_1.__ ,.. `; le_ L q '�:. F 11 Ll _ .. x}' :i f 11 c� 11 :>� � EXISTING SAN./SEWER >' w ,' STA 9+17.70 sN GAB EXISTING STOP",SI a" ry11 _, , �, » n TO c� ! , _...,_ _.. © OFFSET -- 19,56' LT AE {' BE REMO [� AFTER n ,. i : , - 918.20 FS LLY FUN L11 ..,v. _a FU A ! A ,. w s C NA -1 > i U7 t ' �,`. _41 CONSTRUCT AC 4VERSIDE r „r. �I "~°; " 'r" N DRAIN PER CAL ANS STD. D87D , . I `� �, 11­ ;. N 11 s I ,,° (fl I "r, , "I f t § i� �C , EI \ STA 9-h17.36 SN GAB ' �, �'�a _. _._ -.- .�_...___.___�.._ -- -- -- -- - -."", OFFSET -A 20.53' LT F j C a 917.70 FS -�--- ' 11 ,� T o r , I ° �, % ; a t � �"°- ExISTING EDGE of PAVEMENT , J �F 5'�5'�22' RIP-RAP ' i 1 INCH 5 FEET I FAtelN4a CLASS ROCK ,u 4 ` a11 �� STA 9+47,90 SN GAB 11 -111_I " OFFSET -- 17,14 LT 0 - » t STA 9+i 5.90 SN GAB `x 917.80 FS f 3 I Y , 11 J �' OFFSET - 26.35 RT \ 915Lf) ,9 FL I EXISTING EDGE OF PAVEMENT 9 ,. I 1 �f 0 s 3 �` ' f \ i 0 99 11 Ff. 0 N I L==a c- ,r.r. WNW0 1__, LAYUM wT LNAm,.ft'XA*w.;w`AT.1uA0%h' N __!� FCR REDUCED PIANS CSR i G I NAL 1LO 0 10 20 30 >JOB# 05-056 FORM DC-OE-93-PF tREVp 3/88) SCALE I S I N INCHES I I , I I I I I DATE: 09/22/06 GU �����} EA 000000 DIST COUNTY ROUTE POST MILE SHEET TOTAL TOTAL PROJECT NO SHEETS 05 SLO 41 14.21 6 10 R THOMPSON CONSULTING, INC. CIVIL ENGINEERING PLANNING Q4- ES S (C)� PROJECT MANAGEMENT Registered Bred V f ! dna n r 7600 MORRO ROAD ATASCADERO, CA. 93422 c10 WE.aPOW" �- (805) 462-1375 111 NO Pians Approval Date � No. M Exp° — , CIVIL 0� CAL i ourbik 2 _ n Rotobbg aeb ? neowspory at 01 of ak%wdk 0.46' when necoemyMote 9 / ►} ilpp at of Notes F— or-or s•• cod 11 � " Neta 7 � �. �'- ti_ .AMl_ gu *dart _ (� T.see 6 •stat+or CiWWiforxW or 1ta orflcors or � � p� ^-��.a�.-G 81�.T33��. "°' •me state ar caftan,w ar rca omaaro or 1 Fit $M a ^^ �'°^ agents Miall not be rewevan le for the accuracy 'q' N i �Oox .pont.at+v11eat be rasponalwa for ttro..toasty ; .r... - CURB ahs. '*Watonwa of aleatronta aopt•a ar tnta wan ' �SE'D IRtiNCATED DOME oamplatanear ar aaotrans�aavFos ar tnra Oran CM) lax max QUANTITIES To gat fo the Cdtrom�"site, yo tx httF//wmdM.cagov ro yet fo frac cdira�s�#r sate ga to: http.//WMfk co,gov TVPE PER FWt TABLE A ox Ata* lost Atex NOTES: CASE AA A-6 a#4twb�, Font of C see 7 1. AS tuseddffor oarrt,r to dwaan t-anpa=be T net TYPE 10 4"19 DoW IL Th•ease of ourb rev"used to A do not haw to be X rlor x sea ovate D1. QA � the, Cas+a A tltratgh G1wte s airb aleft tttar be leas at '9 ' s ~�} �block as PLAN Lip at of -XprAl _ .! 0 o A .� A hf tla0m axA to of twb has.hart to 10ar W des X oboes ttelf wade. ,. 10 and t9 SOWdowo1k _ ,....�.. y W4 4-tir plm*0M as shown to Can A. Rounded bs = Cone B,or C or M-4 &02185 CASE B See eFroirt ado at owb 4 a s , A� Mate a w1dowd-as in Om 0. Muft T last*tax 3. �� 1.iooabtd In eatof atti'bommk .ax tea-- ,' T, 6 -4 ' 4 , A of e>ab nxet b• to*hot shown far a 0: 1 94' �• 2X r Ty—P �"' Fran of 46 As alts 1h• sorb std•and the ttmad ash•of the Coo c shoo be � podulan. CASE B 4 ss• ;i r9ft Noted,0 11 i trot•r 3. IN on o tits of the erred not be G~vuft '��Oottom of curbmmmay WM 84 0: 7 + 1091 Bkpt TCttrb but the minirnurn wtdM of the talttp he 4-0°. Ourb few FT ir ELEVATION SECTPONS 0-6 0. 1 4 1 1-9 at Fran a!*web 109&11ax , a arab aar slope atn watt mmp y dope ad�t low of fn at curb the rarttp.attos�to Case C ar►d Cao•h DRIVEWAYS a 1 � 4- sos M•brs 10 T 7w wit Hyl be as %u t a 9 'W4v ftnt A tai and 11 ea�rb A .std 11border enter. Offlo amw RAY � � t 8, T be and nVe to or otivoto, Role I 141 X ? 9. of od*ft the rood mdooe or oarcf a .° .�., • 10 side•of s o r a Ret a.. AA_ pnd 91 x a► '•-0" pd�oiptt orb g{y or routs t not o>cW a ° See - °" >, , } S P"Wit*wan�C-0"of tf1•top std bottom of the ourb rongp. NOW 9 84%MoK tlta W std Y-0"dspiht of the ramp. �and tM a -; -a. a n• •s. ®. tvwdl" i.° i.° ®.° d,": �' :a-':e�':r,' r t 10.Cwb andh torte wa vil; that adends a ° a » toT 'F°� is -i.°- `° a Burklo"dlagoos;rrt to d an this TYPE Al CURBS TYPE A2 GURE35 TYPE A3 CURBS TYPE D CURBS TYPE E CURB orb 11. The edge of the warnlreg eterfaat the D sowkm Soo T A See T A aT APam"A See T R web obd be betwom 9"and ty'Ihom Ste 9 r • &VAN" 92. p and romp th 'T',did be 3fr R*rs � �' ,. R®Y' ;;°-aP' I" r �'~ '-°0• R1v" �"' ,/ �. 13.uWan#e of the ourb romp vM or =- `¢ to grad• the oretw•poor or In ow0votion wfdte .i•-• '� i °•" tli p.or var r2*or Vor -w tt'a0•of qeb 8.33X ldtat � t� �' "J s a, ►.'•R, `�'•, '.p �_'.®'. .• � •.� -� �•o• "`- .'. ®.. b ®.•`,, '.. .®. � e See 9 SECTION B-B _ 14.For retroNt twnotrd and t�'curb.Oren ®- .IF4 . x, , , '•® ® '•o, , Sk%wdk �� as PvM be ot the 1 Oa►trtoistaw s optlay ehowrt on n'. s ottrb 1! t toConter m d0' 000 TYPE B1 CURBS TYPE B2 CURBS TYNE B3 CURBS TYPE 84 CURBS TYPE H CURB s o See ToNe A See T A art On Q Sas T A 2%Aunt t-� NOTES; CURBS a sNato ee 9 S 5139N Q-C fe ��P..A�C�L�ME �, DETECTABLE 1. A s.x Me a ie & d clear fmr Y° 2.Use a %o be 4 . STATE OF cAUFORNiA if t of -.� �-- WARNING-SURFACE oweed 10X In Case A. 9. and DEPARTMENT OF TRANSPORTATION see Rounded ' see Nets 10 &rase Coo a won �`a r�r ar�d �,r '�"at h►• b• of fir Bf - Note TYPICAL ONE RAMP p4 � �GROUNG .DETAIL` � WAS NT'OFCALFORNIA PO TAMON dope wouId mosed 2X In Con X CUM NO DRYMAYS7. At of the romp and rho DETAIL AMW RAW DUAJ.S 4.x�3'-ty' for sea avm�lar of at. the and a «s CORNER IN�TA� A g s `" No SCALE RETRt�FI DETAIL NO SCALE 4s1 shah be an.sob the 1 V-01'fluov dd t 1 tnu!'3 voww"°r"P*P06*We requk" M7A 3"Nota, ,wrb and"wO ANA FIEFER "K.) THE DUAL FOR IWNCATED DOMES L 6? to n q0 tv Sl a x 6.4 n ---tom 1 1/2" DIA. GALV. STEEL PIPE 1 I "in gate e F!attarar?d corrugations)orts> o t tar of SO sat pipe 20 �, Held i t t aril tap for iB twy o 6slt g 1 9 m L� a i .tRlew'a Clip braiks t mu,sae. ev<a ov 300 Drt!1 and tap for PTL 89 nn x Si m x 6.4 nae 25 R as ar d q/ �uiNan 13 tr x 38 raw bot Is iS 2Q Min goty asset 0 2.8 tea Thick gats taper 19 ' go tin Ata hot* v Ft Q i 2 a, itXl a Ml 630 Mtn IOO rwt Mtn SPACE EQUALLY 230 4 -4 4C � 4 40 rad Pipe stake 1.8 n a- 2$tws»Tia Thick long snot state of f torte 25 rim" sety bulkhead _ J uetd Ftatten or point ALTERNATIVE CLIP , � � `� BRACKET DETAIL NOTE "4� 40 r�,Ft downs in PIPE STAKE ANCHOR DETAIL � y be, `$rMt o,it 19.i airs bet section 1. truss section of slope darn,1. in 10 a�w x 25 nrt SECTION C-C semicircular, vee or trapezoidal. o stotted holes Set tdotaP i tv: cV WELD JOINT (TYPICAL) t9 oat cam; 0 Shout ?� TAPERED INLETlot i.o n N 1•gh :t✓J: cam ." I+-�125 apered inlet i'S€I.cure M i -t Q Fitz 1 i=2 or Ftatter fill slope xy, Downdra i n f ttra-•corrugated SECTION G-G € cV net.t, 3 np sections Ort i t anchor assonb t y where fit* hptght< Top of dik C " Top of dtk APPLY LIQUID GALV. AFTER WELDING ALL JOINTS. CONCRETE CURB .� t � stetted holes f Lij pats bbolti9.1 nn 130 res Max Paved Paved Gutter, gutter o SECTION A--A stop SECTION F-F ser Note A-� vi.tB w R IN TOP OF F CURB � SLEEVE i 40 m F targe vat! G U Top of dike aisered inlet ll ne- a t nge po i nt lei Es � � spared Inlet #e! .� � p TYPICAL T" ETAIL ns 4 Pipe stake qq ### 2.8 nn Thick of aike < a { gaty bulkhead s-� PLAN Anchor assembty MOUNTABLE DIKE Trua 0 n Rune section STATE OF CALIFIORNIA v t NTEo ats®n, t� o n length of SECTION B-B ASPHALT CONCRETE CJVERSIDE I}RAINS '' TMNT LF T TATtaN j 0 paved gutter flare on both sides of Wet.tet, 1, p TT T S DRAINS g T{�� •� ❑V EI�SIDE DRAINS { PLAN © TAPERED INLET AND FLUME DOWNDRAIN D IN Q = D87D _.......... ............ ...... ...........:...... ._,.....,..., ............a,......,,......_................ _....."..........r.. ......... ,.,........-...... ,...... ...,.....,. .,.....,...,.._.........-.... .....,..........._......,.....,,.,..,..., M ............ -05 t9 lf) Q ( t� 0 C7 , 0 E"I"' I LS ko;WN to i U(Al 0*;%T I CR v D'I I N .1 FOR REDUCED PLANS ORIGINAL 0 10 20 30 JOB# 05-056 FORM DC-OE-93-PF (REV. 3/88) SCALE I S I N INCHES ( � I l I DATE: 09/22/06 CU 00000 EA OOOOOO CONSTRUCTION SIGN NOTES 1. ALL CONSTRUCTION SIGN WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE F CALTRANS STANDARD SPECIFICATIONS DATED JULY 1999 AND STANDARD PLANS DATED JULY 2004, THE CONTRACT SPECIAL PROVISIONS, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES E ° (MUTCD), AND THE CALIFORNIA MUTCD SUPPLIMENT. WHERE METRIC UNITS ARE USED IN THE N STANDARD SPECIFICATIONS AND PLANS, THE EQUIVALENT ENGLISH UNITS MAY BE USED. 2. THE EXACT LOCATIONS OF ALL CONSTRUCTION SIGNS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ALL EXCAVATIONS REQUIRED TO INSTALL CONSTRUCTION AREA SIGNS SHALL BE PERFORMED BY NOTICE! 3. Q x HAND METHODS WITHOUT THE USE OF POWER EQUIPMENT, EXCEPT THAT POWER EQUIPMENT MAY a THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) BE USED IF IT IS DETERMINED THERE ARE NO UTILITY FACILITIES IN THE AREA OF THE PROPOSED 1-800-227-2600 POST HOLES. `¢ NOT LESS THAN 2 WORKING DAYS , � ® y PRIOR TO START OF CONSTRUCTION ce k p � rQ he y iv z b ,., 0 { - t 1197 r. " } e../ r,.. 5 Sta. A 1117 749+97. 7 09 _ ... , .. ,.,,. M --� ., 00orro 753± 350'to Intersection Std. 2 +oo.o 752f00 SanGabr�eJ ' 750f0 __--- x b w (MORRO RD)ROUTE 41 .. -.. ..... ,a 1, Y 4� Cl, 4 T . gry; r' u fr F r J: 7 6 y 4 4 Oz { M a F � CONSTRUCTION AREA SIGO' NS Ln SIGN SIGN SIGN MESSAGE NUMBER a rA NO. CODE OF SIGNS 0 20' 40' 80' o OTE: THE BASIS OF BEARINGS FOR THIS JOB ISA W20-1 ROAD WORK AHEAD 4 a 6317'13" W BEING THE BEARING BETWEEN TWO FOUND = AL TRANS MONUMENTS AT PM 14.26 (#2) AND PM B G20-2 END ROAD WORK 4 SCALE : 1" = 40' �r .02 (#4). TOTAL 8 0 66 KEN WILSON LS 5571 cv C) 0 r Q N Vi N 7600 A(oRRo ROA �► 8o5--466-2445 ATASCADERO, CA 805-466-0812 FAX cn U re N THE BENCHMARK FOR THIS SURVEY IS A CAL TRANS rn TW a IRON PIPE WITH CAP AND NAIL AT PM 14.26 ON Q THE SOUTH SIDE OF MORRO RD HAVING AN ELEVATION OF 930.67 R E V i S 1 o N S N0. BY DATE DESCRIPTION ROUTE 41 (MORRO RD) AND SAN GABRIEL RD r CONSTRUCTION AREA SIGN PLAN LO 05099 Q�oFss/aN ASSOCIATED TRANSPORTATION ENGINEERS CITY OF ATASCADERO, CA co =W 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 1-1 (805)687-4418 -CO �\ SHEET: Lnm ACCEPTED BY: Exp.6-30-07 No.18030 ;0 r s /0 n rqT� 'cA��� _ DRAWN BY: DESIGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO: THIS P N ACCURATE FOR CONSTRUCTION AREA SIGN WORK O N Lv! O E 18030 6/30/07 LATE 9/27/06 OF STEVEN B. KAHN, CITY ENGINEER, (RCE 42350, EXP. 3 31/0 ) DATE AMZ AMZ EDB AS SHOWN 05099 7 OF 10 t __ PAVEMENT DELINEATION LEGEND 22 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN ROADSIDE SIGN & PAVEMENT DELINEATION NOTES NOS. A20A, A2013, A20C, AND A20D. NUMBER IN O INDICATES DETAIL No. ON STANDARD PLAN. 1. ALL ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE DONE IN ACCORDANCE WITH ' INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS THE REQUIREMENTS OF THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1999 AND SHOWN. STANDARD PLANS DATED JULY 2004, AND THE CONTRACT SPECIAL PROVISIONS. WHERE%METRIC UNITS ARE USED IN THE STANDARD SPECIFICATIONS AND PLANS, THE EQUIVALENT ENGLISH UNITS CW INSTALL 12" WIDE WHITE CROSSWALK LINES 11 FT O.C. AS SHOWN. MAY BE USED. W3 J j ° R REMOVE EXISTING PAVEMENT MARKINGS AS SHOWN. 2. THE CONTRACTOR SHALL REMOVE BY WET SANDBLASTING OR GRINDING ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. SANDBLAST ` AREAS FOR PAVEMENT MARKING LEGENDS AND ARROWS SHALL BE RECTANGULAR. ALL SANDBLASTED AREAS SHALL BE FOG SEALED. OM-3 F-19 1 OM-3R 3. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE ❑ FURNISHED AND INSTALLED BY THE CONTRACTOR. 4. THE EXACT LOCATIONS OF ALL NEW ROADSIDE SIGNS AND PAVEMENT DELINEATION AND MARKINGS t SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER ROADSIDESIGN LE- END PR14R TO INSTALLATION. x � k 5. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, P ❑ EXISTING SIGN TO REMAIN. OR BETWEEN CENTERS OF STRIPES. (�) INSTALL NEW SIGN. 6. ALL PAVEMENT DELINEATION OTHER THAN RAISED PAVEMENT MARKERS AND ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ..,..ry ..,....... REMOVE EXISTING SIGN. 7. BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING. INDICATES ONE-POST SIGN. �t A g W k © n,rt Q W 3-3 M1-3 `fir f k x j v � q Mir n s t x� Mws , taxi. „ ♦ ^"' k " Delineator Delineator Delineator :b. u....r. <x 2 275 ( [ . .. r 0 ..rr .Una... n, 1 .r x y .:r=.».o. ?2 St 749+97.0 ...,...,. R 5 orro M " 38 °-� 3 0 7 2 toE 2 00.00 h S ._.a., _....,r.... .:.r,.,...P,,.. :.,a -...,....w...... m.... --- rd . , a 49 f 40 �5 foa_ 752� Q74Q 750moo _r. , ir- .,, r w. .wPo xr n .. f v. .. . .w+wr » `ita b$^.R-kerfiry M? d. +.. .ti 2}.'4L?'?+ ..kM.w......,.-..o- . .. _ ,...., .. e, _ _,.,.u....:,,.,r.,..v, .>, u .a.... m..u,K...... ............._.„..e..M. r=♦ + ..x..n, ..+.ru>...-....w= vu..www.m.=»..,......,.9.. ..,e,-.. .i. ..,.✓ r r,r. a n.xr.... ,. -...:.. ..... ..x ,.....,.-..... .,: m u! D 7 P R ROU 4� (MORROR�_. ��. �.N�r� �..r�w . .r_, �__.. .r..na ..uN..._��. h.r_a__ .w_rr.. _ � . . .x _:._� ..__. ..._, . .x..�._ _ r�... ._ �.��a .. .,.�..r....r� ..,r .. W3-3 See sheet Om 3 Delineator E-1 � D❑3 mrE \Delineator '\Delineator DelineDelineator R48 aor ❑ R� ❑ ' � t ���' 1_3 Delineator r iyR 4 ------------ R1-1 'a 4,7„4 4AJ NS S s'a$ Sta. 10+60 u . y O E 1 u$i ,.. .J. ♦ E Sta. 1 s: NOTE: THE BASIS OF BEARINGS FOR THIS JOB IS f` E S 63'17'13” W BEING THE BEARING BETWEEN TWO FOUND X w3_3 CAL TRANS MONUMENTS AT PM 14.28 (#2) AND PM Y; 4.02 (#4). ri K11i'N WILSON LS 5571 0l +�v 0 20' 40' 80' SCALE : 1" = 40' 7600 MoRRo ROA 805-466-2445 ATASCA.DERO, CA 805-466-0812 FAX THE BENCHMARK FOR THIS SURVEY IS A CAL TRANS IRON PIPE WITH CAP AND NAIL AT PM 14.28 ON THE SOUTH SIDE OF MORRO RD HAVING AN ELEVATION OF 930.67 R E V I S I O N S ROUTE 41c �MORRO RD AND SAN GABRIEL RD NO. BY DATE DESCRIPTION PAVEMENT DELINEATION PLAN 45499 @RpFESS/ pNq " ASSOCIATED TRANSPORTATION ENGINEERS CITY OF ATASCADERO, CA 100 N. Hope Avenue, Suite 4, Santa, Barbara, CA 93110 [-] (805)687-4418 Q � � SHEET: LU m ACCEPTED Y: No.18030 Exp.6-30-0. PD-1 THIS PLAN ACCURATE FOR PAVEMENT D E L_I N EAT I O N AND SIGN WORK ONLY � ���r����v�,n�-�'�P ��" � 5 /z4r /o 6 DRAWN BY: DESIGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO: R.C.E. 18030 6/30/07 DATE 9/27/06 CAI. STEVEN B. KAHN, CITY ENGINEER, (RCE 42350, EXP. 3/3j/08) DATE AMZ AMZ EDB AS SHOWN 05099 80F 10 e � . r t ` { d NOTICE! INSTALLATION NOTES THE CONTRACTOR SHALL NOTIFY z UNDERGROUND SERVICE ALERT (USA) El INSTALL CONTROLLER CABINET, BATTERY BACKUP SYSTEM CABINET, AND BATTERY BACKUP SYSTEM. .n.,.. ry 1—$00-227-2600 MODEL 170/2070 CONTROLLER TO BE INSTALLED BY CALTRANS. ....,. NOT LESS THAN 2 WORKING DAYS d: PRIOR TO START OF CONSTRUCTION INSTALL TYPE III—CF SERVICE EQUIPMENT ENCLOSURE. co `4 METER CALTRANS ID NUMBERS: 05490410014200L s 054904100142005 f r`y «_' , 3 SERVICE POINT AND CONNECTION ON SOUTH SIDE OF SAN GABRIEL TO BE COORDINATED WITH PG&E. � 4 INSTALL R3-4 SIGN ON MAST ARM. ; r 5 INSTALL W3-3 SIGN ON TYPE 15—FBS POLE. F±1 INSTALL TWO—WAY EMERGENCY VEHICLE DETECTOR. k coQ) UTILITY OVERHEAD LINES TO BE RAISED TO HEIGHT OF HIGHEST EXISTING LINE (OR HIGHER) BY UTILITY � �; COMPANIES DURING TRAFFIC SIGNAL CONSTRUCTION. COORDINATE WITH AT&T AND CHARTER CABLE, u A r �$ INSTALLATION OF GUARD AROUND OVERHEAD UTILITY LINES MAY BE NECESSARY. COORDINATE WITH � UTILITIES. a CO H co B2 04 A26 o" 06 V 08 , � �.M �. . s� �.�.� s GP B �." Ow, ..: .. ,. _.. ,� 1.5" C, 1-[ILC .,,,,,,,,,�„..�..�.... -,--�--- ..mow } ��ape q, 4w oMI�w'� .... is 08 w. a r` i i A r d a „ „ . ., 6 5.7 ..... x6 6 k 09 3 1.. � X40+�� . ,s a r. 4 05, to z .. ��.... a_. Marro" 19 1 r r ®' 227' ROU � � �� ORRO 12- 00. 6' �ry 4 Sta. oo F7 r , x 35 .... 6J4 U 900 t7. oL San Gabriel" �' . :v. sa. .n .�„mmnm._ . „ .�.. a ,..n. . m, . ,....., . .r.,_t.� . . ,,. .n....,. 1 � O ��� 752 00 �;� ,m . 7 . , �- � ,. .. .. 0+00 05� 0 ;, r 6 1I1 m. 1231 u.� t.. '405to L � �w. #� -40 •n.,...,._.�. .,,n , , ... ....., ....., , . ,. ...., ...,.. .....,...w. . ,..... ................. vc r a , r �.r ,.m ,�.Au,- ,,� ;m F,n�.w� n n, , ru„,x. ,��.,�u, 5 n,,,�.x,.,�.„m_ .: � 2 7 4 . , .. 23 0' 214 6 1 U � . 23. g �..�. .m� x 35 � ,w. n..�... ,..�,�...... 12U 6x6 p � � ,� ...= m. ,� .�. .�,.. ...,., � .n. .. 2 m �. G .u.. �jy� x 7 7 z ; p 9� .4 "C d.. 2412 FB ; „ , t i t m.. 'o war� 2" —DLC, C 1 2 #12 FB �.,. ."`.°�":"�"�." r r ,,... ID6 i 6 a 5. a -v_ x ammem" -DLC, FB — � #:. 02 w ,� 5 0 O4 { • � C 04 4 02P °A 6 P ” !�4 6 .. Li ��. q Ivo co D 0 --OH—,_ E MO 0 P, xg , r i (0 f� 7 00 ...�. co G1. u'I' Z V r C ® a W ) _ Ln coo to = NOTE: THE BASIS OF BEARINGS FOR THIS JOB IS S 63'17'13” W BEING THE BEARING BETWEEN TWO FOUND x CAL TRANS MONUMENTS AT PM 14.26 (#2) AND PM ll 4.02 (,#4). Ts� FCEN WIrLrSON LS 55'1'1 Q7t ON va AL vi N 3 a� 0 10' 20' 40 a"+ (U v u t805--466:-2445 Q� 7600 1I[0RR0 ROA °1 ATAS'CADERO, CA 805-466-0812 FAX SCALE: 1"=20' W a C7� O N THE BENCHMARK FOR THIS SURVEY IS A CAL TRANS IRON PIPE WITH CAP AND NAIL AT PM 14.26 ON THE SOUTH SIDE OF MORRO RD HAVING AN 3 R E V I I O N ELEVATION OF 930.67 C) ROUTE 41 (MORRO RD) AND SAN GABRIEL RD NO. BY DATE DESCRIPTION c ;ac SIGNAL AND LIGHTING PLAN Q 85099 ASSOCIATED TRANSPORTATION ENGINEERSLn ° poq` CITY OF ATASCADERO, CA w � o � 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 98110 E-1 (805)6$7--441$ 4 SHEET: vy Uj No.180 UACCEPTED Y: O Exp.6 30 E-1 07 \ ioZ CD a s�q� c �” ��� ► V 5; DRAWN BY: DESIGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO: 1= SIGNAL N A L AND LIGHTING WORK ONLY R.C.E. 1$030 6/30/07 DATE 9/27/06 a� G��1Fo� :-' THIS PLAN ACCURATE FOR TRAFFIC C � STEVEN B. KAHN, CITY ENG{NEER, (RCE 42350, EXP. 3/3/08) DATE AMZ AMZ EDB AS SHOWN 05099 9 01710 rn NOTICE! THE CONTRACTOR SHALL NOTIFY POLE & EQUIPMENT S UNDERGROUND SERVICE ALERT (USA) STANDARDS VEH. SIG. MTG. PED. SIG. PPB HPS NISNS LEGEND LOCATION Caltrans 1-800-227-2600 LOC TYPE SIG. M.A. L.M.A. M.A. POLE MOUNTING O 1 ARROW LUMINAIRE FRONT REAR ENGR.STA. OFFSET Luminaire # REMARKS NOT LESS THAN 2 WORKING DAYS PRIOR TO START OF CONSTRUCTION A 19-3-161 30' 15' MAS SV-1-T SP-1-T 6,8 /--0 200 W Morro Rd 41 Marro Rd 41 750+34.20 42.38 Lt. 014230 4 8 B 1-A - - - TV-2-T SP-1-T - - - M - 750+46,99 35,71 Lt. - C 26-4-161 45' 15' MEAT, MAS SV-1-T SP-1-T 8 200 W San Gabriel Rd San Gabriel Rd 750+40.63 44.32 Rt. 014220 4 6 D 1-A - - - TV-1-T S P-1-T 2 '---- - - - 750+32.15 '51.91 Rt. - E 19-3-161 25' 15' MAS SV-1-T SP-1-T - - 200 W Morro Rd 47 Morro Rd 41 749+71.85 62.54 Rt. 014200 FAI 16 F 1-A - - - TV-2-T S P-1-T 4,2 / o 749+56.69 40.76 Rt. - G 26-4-161 45' 151 MAT, MAS SV-1-T SP-1-T 4 — 200 W San Gabriel Rd San Gabriel Rd 749+58.17 150.49 Lt. 014210 4 H 1-A - - - TV-1-T SP-1-T 6 - - 749+64.84 57,47 Lt. - b I TYPE 15-FBS - - - - - - - - - 740+81.69 21.00 Rt. - 5 ALL EQUIPMENT SHOWN ABOVE IS NEW. "k S GENERAL ENOTES 1. ALL SIGNAL AND LIGHTING WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD CONDUIT N D CONDUCTOR SCHEDULE SPECIFICATIONS DATED JULY 1999 AND STANDARD PLANS DATED JULY 2004, AND THE SPECIAL PROVISIONS ACCOMPANYING-THIS PLAN. WHERE METRIC UNITS ARE USED IN THE STANDARD PLANS AND STANDARD SPECIFICATIONS, THE EQUIVALENT ENGLISH OR CONDUIT RUN AND SIZE IMPERIAL UNITS MAY BE USED. AWG or CONDUCTOR RUN 1 2 3 4 5 6 7 8 9 10 2. THE APPROXIMATE LOCATIONS OF UTILITIES SHOWN HEREON OR SHOWN ON STREET CONSTRUCTION PLANS ARE AS SHOWN ON CABLE CITY AND UTILITY COMPANY RECORDS. OTHER FACILITIES MAY EXIST IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL 21 " 3" 3" 2-2.51' 4" 2-3.5' 2-3.5 2.5" 2" 1.51 " VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES WHICH MAY CONFLICT WITH FACILITIES TO BE CONSTRUCTED PRIOR TO POLE A COMMENCING THE WORK. 1 1 1 1 1 1 1 1 1 1 1 1 3-GOND. POLE B3. BOLD FACE PLAN ELECTRICAL SYMBOLS ARE NEW CONSTRUCTION. HALF-TONE SYMBOLS ARE EXISTING. SIGNAL 1 1 1 1 1 1 1 z zv Liz, 1 1CABLE POLE C 1 1 1 4. THE LOCATIONS OF ALL ELECTRICAL FACILITIES AND EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR SHALL BE APPROVED BY (a) 1 1 1 THE ENGINEER PRIOR TO CONSTRUCTION, POLE D 1 1 1 PALE E 5. BONDING AND GROUNDING CONDUCTORS REQUIRED BY THE STANDARD SPECIFICATIONS AND THE NATIONAL ELECTRICAL CODE 1 1 ARE NOT SHOWN ON THE CONDUCTOR SCHEDULE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SIGNAL AND POLE F 1 1 1 1 1 1 LIGHTING SYSTEMS ARE BONDED AND GROUNDED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE CODE. POLE G 1 1 1 1 1 11 1 6. ALL EQUIPMENT AND MATERIALS REQUIRED FOR THE WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, EXCEPT 12-COND. 1 11 X[�� AS NOTED ON THE PLANS OR IN THSIGNAL POLE H1 CABLE a TOTAL CABLES 1 2 35 4 6 6 2 1 7. VEHICLE DETECTOR LOOPS SHALL BE CENTERED IN LANES. ( � 1 2 3 5 8 8 2 1 #12 AWG FLASHING BEACON (POLE 1) 2 2 2 8. ALL SIGNAL HEADS SHALL BE 12"" WITH BACKPLATES. #10 AWG LUMINAIRES 2 2 2 2 4 2 2 4 #6 AWG SIGNAL POWER 2 2 01 DETECTOR 1 1 1 1 1 1 1 02 to 2 2 2 s 04 '° 2 2 2 2 2 06P .a DLC Ln �. U 05 0 06 fl 06 2 2 2 2 2 2 2 06P ¢, 08 °° 2 . . 2 2 - 01 -0- 04P 08 05 06 Q 4 Tt 01 TOTAL DLC 3 3 5 5 8 10 10 2 0R 02 05 EV-C OPTICAL DETECTOR CABLE 2 2 1 1 02P 04 08P V-4 __jN NOTES: X02 (a) 12-CONDUCTOR CABLES SHALL BE. RUN WITHOUT SPLICES FROM CONTROLLER TO TERMINAL 02P N BOX ON POLE. 4 3-CONDUCTOR CABLES SHALL BE RUN FROM CONTROLLER TO PEDESTRIAN PUSHBUTTON TERMINALS ON POLES. PHASE DIAGRAM W Ln a a R E v a N AND SAN GABRIEL RD . ROUTE 41 (MORRO RD) NO. BY DATE DESCRIPTION rn SIGNAL AND LIGHTING PLAN 0 05099 tiROF S! ¢o CITY OF ATASCADERa CA p — = ASSOCIATED TRANSPORTATION ENGINEERS ' 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 C-:, (805)687-4418 SHEET: a a m ACCEPTED BY: No.18030 mExp.6-30-07 E-2 U 0''0 o s�qT� C i ���P DRAWN BY: DESIGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET NO: R.Q.E. 1$030 6/30/07 DATE 9/27/06 OF CM-XF� STEVEN B. KAHN, CITY ENGINEER, (RCE 42350, EXP. 3/ 1/08)t DATE AMZ AMZ EDB AS SHOWN 05099 10 OF 10