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HomeMy WebLinkAbout2001 - El Camino Real IMPROVEMENT PLANS. FOR J S 2 A I C) 3 [E. L C; 'A N411 10 F1 1= 1311< EE L A JE= p A IE JORNADA LANE TO SANTA BARBARA ROAD , DEL R1 . 0 ROAD T 0. M A RC. 1 0. L AN E- 'o, "I FEDERAL � AID PROJECT NO . STPLE � 5423 ( 008 ) BEGIN CONST 202+65 qN11 ) b)) BOC1N r Y3 Y 4Y. SHEET 4 SHEET 21 SACRAMENTO Y v SAN FRANCISCO O� O OUNDIw4 r d ; P ORA T� � o MONTEREY �,, ,, "y m 2 0 SHEET 3 O ATASCADERO r SAN LUIS OBISPO : ;.. SHEET 5 BARBARA SANTA SANTA r LOS ANGELES = h' 7N DIEGO SAN d _ 4 . M: ���' END CONST 247+60 VICINITY MAP .,. NO SCALE PHASE 2 PHASE 3 COUNTY OF SAN LUIS OBISPO, , SYMBOLS LEGEND ABBREVIATIONS STATE OF CALIFORNIA %SHEET INDEX MAP NO SCALE O TMH EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE (CLASS 2 UON) O ssM;+ EXISTING SANITARY SEWER MANHOLE AC ASPHALTIC CONCRETE O sDMH EXISTING STORM DRAIN MANHOLE CL CENTERLINE M DI EXISTING STORM DRAIN INLET/CATCH BASIN CMP CORRUGATED METAL PIPE h 0 wM EXISTING WATER METER CO CLEAN OUT a MB EXISTING MAIL BOX CONC CONCRETE 0 PGE EXISTING PGE BOX CONST CONSTRUCT BENCHMARK PREPARED BY: © TEL EXISTING TELEPHONE 'PEDESTAL OR VAULT CPP CORRUGATED POLYETHYLENE PIPE 846.1 CHISELED BOX IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE SHEET INDEX FOR AN AUTOMATIC SIGNAL AT MILEPOST 227.7 ALONG THE SOUTHERN PACIFIC 0 wv EXISTING WATER VALVE UG DECOMPOSED GRANITE RAILROAD 1.0 MILES SOUTHEAST FROM THE STATION AT ATASCADERO. ELEVATION = 845.671 (COAST AND GEODETIC SURVEY SEA LEVEL DATUM OF 1926) .._..__ ....... TI TLE SHEET JP EXISTING POE DI DRAIN INLET -------- O TP EXISTING TELEPHONE POLE DWY DRIVEWAY NORTH COAST ENGINEERING INC. 2. EL CAMINO REAL 202+65 TO 228+00 O PP EXISTING POWER POLE ES EXISTING SHOULDER TBM W 725 Creston Rd Suite B, Paso Robles, 239-3127 O MP EXISTING METER POLE EP EDGE OF PAVEMENT TOP OF EXISTING CURB 0 THE END. WEST SIDE OF EL CAMINO REAL, 3. EL CAMINO REAL 228+00 TO 247+60 9 Gv EXISTING GAS VALVE ES EDGE OF SHOULDER 120'+ SOUTH OF CALLE CYNTHIA. ELEVATION = 941.55 �----- EXISTING GUY WIRE EXIST EXISTING 4. EL CAMINO REAL 10+43 TO 34+25 '7 FH EXISTING FIRE HYDRANT FG FINISH GRADE - - -w- - -- EXISTING WATER FL FLOWLINE BID N 2000-05 5. EL CAMINO REAL 34 +25 TO 56+47 - - --G - _ GB GRADE BREAK EXISTING GAS 6. DETAILS - - -T- - - EXISTING TELEPHONE HP HINGE POINT GENERAL, NOTES - --- — INT INTERSECTION EXISTING EDGE OF PAVEMENT _..............._ NSIGN INV INVERT E ONTRACTOR SHALL RELOCATE OR PROTECT _ Q�C1. - - EXlSTi G . 1� GAS,WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREAL N JF WORK. UUTILITY SERVICES SHALL REMAIN ES LT LEFT �� 3• SY4 -�- x -- x EXISTING FENCE At EXISTING PVT MARKING NTS NOT TO SCALE SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE CUSTOMER. WATER SERVICES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE EXISTING TRAFFIC STRIPE OC ON CENTER RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. � PC POINT OF CURVATURE 29743 -�-- RIGHT-QF---WAY 2. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLAC- ALL EXISTING SIGNS, SIGN POLES AND APPURTENANCES -7-wS1 0 * Exp. 3/31/03 --- -- PROPERTY LINE PT POINT OF TANGENCY WITHIN THE AREA OF WORK. EXISTING SIGNS WHICH CONFLICT WITH THE IMPROVEMENT'S SHOWN ON THESE PLANS � PVT PAVEMENT SHALL BE RELOCATED BY THE CONTRACTOR. STEVEN J. S VES R RCE 29743 EXP. 3/31/03 DATE � >_ CONSTRUCT 2:1 SLOPE U.O.N. S'�'�T CIV 1\... cn 16 RECONST RECON STRUCT 3. i-HE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLACE ALL EXISTING MAILBOXES AND APPURTENANCES WITHIN OF <21014 CONSTRUCT PER DETAIL 16, SHEET 14 RSP ROCK SLOPE PROTECTION THE AREA OF WORK. MAILBOXES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE t--1 RELOCATED BY THE CONTRACTOR. MAILBOXES SHALL BE RELOCATED- IN CONFORMANCE WITH THE REQUIREMENTS c> PAINT TYPE IV (R) ARROW RT RIGHT OF THE U.S. POSTMASTER. MAIL SHALL BE DELIVERABLE AT ALL TIMES DURING CONSTRUCTION. R/W RIGHT OF WAY � � `"'�► PAINT TYPE 1 (1Q) ARROW STA STATION 4. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN THE AREA OF WORK. FIRE HYDRANTS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHER— ACCEPTED FOR CONSTRUCTION: oTC TOP OF CURB WISE APPROVED BY THE CITY FIRE MARSHAL. FIRE HYDRANTS WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON rem'" PAINT TYPE V! ARROW THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. 1 We).42350 & CONSTRUCT AC PAVEMENT TP TOP OF PAVEMENT '1 _tVrUON UNLESS OTHERWISE NOTED 5. UTILITY POLES WHICH CONFLICT NTH THE IMPROVEMENTS SHOWN ON THESE PLANS ARE TO BE RELOCATED BY THE ° � UTILITY OWNER PRIOR TO CONSTRUCTION. STEVEN B. KAHN RCE 42350 EXP. 3/31 4 DA►r cnCf) (�'� SEE CONSTRUCTION NOTE 1, CURRENT SHEET WV WATER VALVE CIT) ENGINEER ; CIVIL a' OVERLAY o 0T Ir�L� cn ca o SHEET 1 OF 6 co NORTH COAST ENGINEERING INC. copyright (D 2001 it _j STA 197+65 w INSTALL C18 "ROAD CONSTRUCTIOW AHEAD" SIGN o INSTALL C13 "END CONSTRUCTION" SIGN z Q CL w , - z + z R= 6000.00' R=7500.00' ® � n N D 02'32'06" D=04'30'05" L=265.48' L=589.23' -x tr. 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' -rs..ma.,. ,-7. .. ` ---„'__ ...................,-...,._...............,.,...._........,__,.,.-.., - >.-x=z .rae.-.s+; -.r.+,,.,cs,:..r:x, e-..cz.. ..c.-.,_:amrr ..,,.:,cr..sm=: .•ter'_ •v ra x^^ aw- -..«,.«,_,.......«-_,...._.,.._ -r,---.s-v..ev..-....__.xn_x,.s.-.,.;r-,r..v-_ _..r r..,,__...;zs "„»w':C-....^_w,.,rt a ,...._..as,.a�K+..:�...nsi-:>,a-:vu.��•<. ...:xx^c„^�... .r..a - ..,.._.•�..y: - '_=-a's::._ � --^�_. w .� �'a�'-��'�• � �� . .•” ; � `~ , ter• ,.,� : ,� f __..__. ..•_.> -_., - ,„. • " �r> ,f 210+00 . 211+00 ► " "` .---. 1200 213+00`\ , 14` `\ 21 �.) ,. r, _�. _ f N 2 +00 r.X,.W/ ,a.C�P�'� -a ... .� .,, . --+. ,f 28 29 03 WuN ,, �•�. �. _. fAN "tet —� r - c . 2$3 1? r 3 W -.«--. -'T-10:203+ 0 0.74' " _..,_..x_F. � ----� T_ a7x . _ _ 203+ 0 `.Y- r-a/......... ..._ -.�._ 2 <...LAJ ,,ter 4 ,_. w Ilk T _ .. _,,..,.,».-..._«-.. _ .._ ,.. -.__.._..c.r„..... h . ._ -r.- CO c -I- u„ t Y' .r{.Io w,arw► ��rrsr.rrwsrru.ww,o 4rrw ..._.e^y'�"�i ti .✓p•••h ���•'` J-. ••�' .. � \tip ...,«-.«,.. ..a.,,,x.•:.x::_ _ ., V •_,rte+. -.__.,..._._ ., t F t J 1 }C? „.„_..,..,...,.,....« x r.+a x,+s r. •• _. k. ^__"_'. .,c,r<s a-,xyy.am sa xs+x "•. •w. ry , fi 9 TBM f � ,f AC DIKE -.. � '-, •, 5 RELOCATE MAILBOX .i g 941.55 TC r + __T r �, 2 — HP INSTALL CLASS 1 FLEXIBLE INSTALL TREE PROTECTION m �\ 08 REMOVE PAVEMENT FENCE c.�' i �� '; MARKING POST DELINEATORS TYPE "F" CC + r,, + z (4 4 20' TYP) w `� cv Cnn '; -k�s .t ca 939.38 TC a ., N IM Iowa H y�� Z?�~ , REMOVE PAVEMENT MARKING µ7 ;, ``` INSTALL TYPE P (RT) Cn N to OBJECT MARKER I z v M F !f 1 1,; N REMOVE EXIST CONC DIVISIONAL ' CH6,NNELIZING I§LAND QATA w y A 209+42.26, 26.36' RT, R=3' Pi !' >w B 209+98.08 21.82' RT R= ' ISLAND, SALVAGE R--1� & R--10 �; �it � � � 5 SIGNS. SAWCUT' FOR SMOOTH ? �; '� SALVAGE RIGHT TURN ON /�"� " fi; ONLY SIGN err/ , ' C 209+98.83, 24.39 RT, R=5 EDGE AND REPLACE WITH 3 AC � � STA 15+00 SAN DIEGO WAY OVER 12 CL 2 AB COMPACTED w � �.. INSTALL C1 ' " " TO 95X ♦ 8 "ROAD CONSTRUCTION AHEAD SIGN \ INSTALL C13 END CONSTRUCTION SIGN STA 204+00 RT REMOVE EXIST W44 SIGN PANEL wwj STA 200+50 RT INSTALL W75(L) "LANE ENDS MERGE LEFT" SIGN 0 20 40 80 SCALE: 1"=401 0 ® 2 EXIST PAVEMENT EG —� -- . 001 `(0 R=6000.01' 00 AB cv D=02'47'46" d- F- � THICKNESS VARIES rn L=292.80' 00 % // 0 w N ? CONSTRUCT OVERSIDE DRAIN 2 (`' l �, Y epi �' r`` PER CALTRANS STD PLAN „ _j�, W W c ) ,� PLACE RSP Y TYPICAL "HO LD R is !t .� 0-�O N m D878 TYPE W. DIKE U CKII'G fi s~''` ~ N"� � W � ....i PAGING CLASS �n +z� �® +® ( c� 5 TONS Mv� O NTS yr m z r-v + M INSTALL OBJECT MARKER, ¢ t0 lIM. 4 ..�.,.� ev m v `~ N N m N RELOCATE SIGN TYPE L r. s i _M w _ - ._.....,. -�' ' rrrr rrrr / rsr� rrwr wrwM rrre 9 . a � ...w.w.I 1 «-.b..,_.....,_,«,xua _ ..-e.•=;ls. ' M�y `s rhZ ` M '''� i C4 04 04 N W O - t \ i lY 1 \•-.-_•,_.,. ..`_,, .,.. .., .,-.. .._.,-..,. .. ,_ ..i_i,-r��r;J �ihfr .+X 'i i s"t '1 h i' ::14,f1..ii �1.ri_010"11/111.1_ , �i.Y%�li y j €4 _7 \. \\ \ I AC DIKE * r.( a.may �, ane:s.Y /, �\ �\� �y C �/ _'_l..L G.�L ? 2, ,.� _,. i{ `` \ -- _ 1/ i ,` ;.el'$ !{ i AC DIKE 4- :;1 , N :ir Yet > t ty -x-^• �,,yy/. 00 2.r>.as,^S+re ,� h ; '� •,h I l `tl, ,, .4'�I` ----�-.._" w i ; `n fMiM� V1l � 1 ,^'C -. i` ,,..,t....»-....', ✓'r-_•.----"i '"S ` , Now i V w '1 WPM21$+(� ti s , !` r.,, .w _" _• -:_t . 219 F00., `0 220+Q0'.. t' N 221+ rCa 7. .. _7,7 _ � .:, _r,-,._-,.... • . :_ a �� ,Ax =:_ = _. ? o ,., 222+00 '� w 1-- ,. �r � _. _ _ v - � ~n - " 20.0 r,. _224+00 5 2z6+oo - 4J • _ , / _„�` "N N 09 W 14 N 226+00 15. 227+aa 228 Z J ..::•=,, w _ _w r:'f .✓ <A f i,• ,�'".' !! f' f 1 I a^- !C f f N 1800.351�r ,...,..,.•-".- ... ,.., _"a1=” ;!`�.,> ',�.._ _f»._.-.,_ r C),�` r t• r..rf 1 a^Y .,• ..�'.•.. l,-"' 800.35 ,.-' s ; .{=.3• r' M" Of to wo-mm"m INS! f .:�... i'rr i i rr f l r r trYa,Y,iy) r^ .__77 EP fi +4 w © . :. Go i z —-- ,�.�._,,., N 221+00, RT CONST W44 SIGN �`c INSTALL OBJECT MARKER, „"`'' ``i_z- z NOTE: ';;_ , f5 REUSE SIGN FROM ALL EXISTING TRAFFIC STRIPING AND r„-s.;f (n Q TYPE L z PAVEMENT MARKING THAT CONFLICTS ir'v .!,; �� STA 204+00± m WITH THAT SHOWN ON THESE PLANS M.„�_„. IGN PAVEMENT WIDENING PAID AS J O `O z "MISC ASPHALT” (TYP) c� SHALL BE REMOVED BY THE CONTRACTOR � z � � w 0W O � 00d N m ro m Ww _= w © Z 0 i O V Q N Z �. O z N W. V_ WW Cr e, N m Ix CL CD C� + z C`Q N m riCONSTRUCTION NOT em PAINT,60 BIKE LANE STRIPE �? PAINT CENTERLINE STRIPE D PER CALTRANS STD, DWG. A20D, DETAIL 39 PER CALTRANS STD. DWG. A20A, DETAIL 21 @ PAINT 4” CENTERLINE STRIPE PER CALTRANS STD. DWG. A20A, DETAIL 22 PAINT 4'" RIGHT EDGE STRIPE � � PAINT :BIKE LANE SYMBOL AND BIKE LANE 14 PAINT 4" CENTERLINE STRIPE PER CALTRANS STD. DWG. A208, DETAIL 278 ARROW PAVEMENT MARKINGS PER CALTRANS STD. DWG. A20A, DETAIL 19 � o PAINT 6" BIKE LANE STRIPE � INSTALL CALTRANS R81 "BIKE LANE" SIGN 15 PAINT 4" CENTERLINE STRIPE CALTRANS STD. DWG. _A20D, DETAIL 39A PER CALTRANS STD. DWG. A20A, DETAIL 6 REVISIONS n" 1' 1 INSTALL CALTRANS R81 A "BEGIN" SIGN 16 PAINT 8" CHANNELIZATICN LINEE f NO. BY DATE DESCRIPTION CITY OF PAINT 4 LAME LINE STRIPE � Q /�,�� NU?TH COAST ENGINEERING INC. ,." " PER CALTRANS STD. DWG. A20D, DETAIL 38A � J y�CU PER CALTRANS STD. DWG. A20A, DETAIL 8 11 INSTALL CALTRANS R81B EN,D SIGN � � EL CAf1111N0 REAL BIKE LANE PHASE 2 c REMOVE EXISTING TRAFFIC STRIPING PAINT 8" CHANNELIZATION LINE 1? PAINT YELLOW TWO--WAY LEFT TURN LANE CIVIL ENGINEERING' • LAND SURVEYING • PROJECT DEVELOPMENT PER CALTRANS STD. DWG. A20B, DETAIL 31 i fi 1 PER CALTRANS STD. DWG. A20D, DETAIL 38B 20' 4®' $®, c {� - 1 EL CAMINO REAL CONSTRUCT SIGN POST PER 29743 725 Creston Fid. — Suite B ,� Exp. 3/31/03 � SCALE: 1"=40' Faso Robles, CA 93446 DATE STA 202+65 TO STA 228+00 (805) 239---312? s�9 CD C�V�L ��`�` (805) DA TEVEN J. SYL.VE R. 29743 EXP. 3 31 03 DATE DESIGNED BY: DRAWN BY: CHECKED BY: NUMIVR R SCALE: SHEET- LO NORTH COAST ENGINEERING INC. copyright 0 2001 JBN CAC KSS 98109 AS SHOWN, 2 OF 6 o PLACE RSP w OD FACINGS LASS =P •�- _jw .r R=5000.00'D=1170'53" L=990.31' "' INSTALL OBJECT MARKER, TYPE L j1'+, ,.... rk:'��1YY Sve / z..l F,Zt iY}:" 4 ?• {•t`f ..♦ r• ++t + r r1A Y., .. .,....�,. .....,_...�...... �► !..4......,.....,. ._..._.. �. ._. ., ......._. ...... ,. ._.. . .a.a. _... .......�.. ,�......,. .....,._... RIWC14 w C4 CONSTRUCT iw; i - ; �---- ,,,.., OVERSIDE � � DRAIN , , , L.. W. ..✓ 1 . r • l { 1 t /.' .,.:_ ,y., w s,,, ? •7... :' I �' _.....,x+_... p'f ,� r,;, / ,,-, ,j,, l' _ "fY. ... ....,._,_...... .—-—-w.,m«._w. ,. ..,. '---••. ,•.,.,,,,,_.. +00 - Z9+0p 230+00 231+filo _- 22+{1tl `' +0p _.,W . -w ,.__, _..._, r .,........_.. ._..w__.. 233+pp . . » 234 235+pp 236+pp .N""� rj /'nom 237+00 r' /` 238+pp tN N 23 w � 9+p0 W.... � ...,..,. � ., F._..N,_3 53,.09._ iM._ � I t _,_.... _, ._,.,,. _.... .w._._ _.w_. ....... M.� .w-- --- - .. -r... .. -- 1 w t , t ,. ^i. ..«rw 800. «. hay. .. _ ``°� 4 k, AI momommm M .. N , , b r� •MI . -. - ! EP OD y j( ��/ M.� _ a w RIW- INSTALL OBJECT MARKER, TYPE L ._. �. t.,��;� �.;.3 �� PLACE RSP � o FACING CLASS RELOCATE .- 5 TONS EXIST SIGN 0 +z + Ira � � N � � d CA�LTRANS STD PLASTRUCT NE DRAIN. D878, TYPE A DIKE (TYP) �} 20' 40' 80 . � NOTE: ALL EXISTING TRAFFIC. STRIPING AND SCALE: " ' PAVEMENT MARKING THAT,CONFLICTS WITH THAT SHOWN ON THESE PLANS SHALL BE REMOVED BY THE CONTRACTOR PAY LIMITS ASPHALT CONCRETE INSTALL C18 "ROAD CONSTRUCTION AHEAD" SIGN (MISCELLANEOUS) INSTALL C13 "END CONSTRUCTION" SIGN ON SANTA BARBARA ROAD 540' EAST OF� EL CAMINO REAL EXIST GRADE CURVE TABLE 2' VARIES VARIES CURVE BCR ECIC DELTA RADIUS LENGTH HYDROSEED ALL SEE PLAN SEE PLAN STA: 244+10.71 STA: 244+39.27 a CUT tIc FILL SLOPES 2 ' C1 OFFSET: 20»02 LT OFFSET: 50.84 LT 89'5343 30.00' 47.017 > STA: 244+75.84 STA: 245+06.06 C2 OFFSET: 28.73 RT OFFSET: 47.69 RT 52"38'48 40.90` M. ' '� `� EXIST AC 4 MATCH SLOPE t � �z EXIST a INSTALL OBJECT MARKER, TYPE L f ;' A-DATA R-5000.04 ! t 3" AC °.. L=990.31' 6 933.3 INV �,' � , a...-_ }. = ,, FL PER 8" AB COMPACTED TO 959I; RELOCATE EXIST 14 IPS "" 'Y._« `A`` PLAN SCARIFY do REC�OMPACT 12 REMOVE EXIST SIGN /T\ r __ ` �;= �•' •'' STA 250+OOt SUBGR DE O PIPE 932.47 FL fi :t _.,. `4i 933.7 IN T " _ 14 IP INSTALL C18 "ROAD CONSTRU"TION AHEAD" SIGN 1 AND C13 END CONSTRUCT] SIGN j 9 W "` `'�° NO SCALE " �� a....l•..Iw. ...«,....� ..IIMo u.s.�.�r... M�W+.w�..a.Y...... maw. •� .. �:r' ' , a A� DIKE v � 1 A y DIKE i1 ... ' � � # } ~ ., .,.._..,»._....,. ''• � Q / W .... .. /✓� _ }p l ,. y r. ,./ h'ti 'Hyall'{ ".,:.+....h •,, `\ '�M4 Y 1 PAY LIMITS M. ALVAGE il „ _:.�' r �:, t 1, .��,ti,• �:��. �w,' ,:� / ,. , \ •., ASPHALT CONCRETE N N r 2 2 F Y, 243 pp t f f. roc. pp (MISCELLANEOUS) '' s"" , 244+ "'r' «wr now it s ;?. i ' 24,,5+00 r ..,, .,,, ' OBVIOUS w 1 4 r ' 4 t _ `I046+0() " Y l } ;st r ti _,,..,�a �� � � ...« .._. ..�., .,. ._.- ` VARIES EXIST AC !' ,.„«. ""'mow,...,...,. ,.,-.+..,.,.,,,..,..._•. ...„._,.«. .................,.,....-.»- „..........._... ,y a"` ..��-,.,,, ,•' P it r _ . 12" SAWCUT EG AC DIKE ' '."' jjMATCH _ ,� - A t _ EXIST ' .r rye M� ,:!{ ♦/ wr.wll+nrn wYlrwl 81'..1114 `"�.... i V l "n f-�F f ......... . f ` . CUT & LL O �"-�- - � HYDROSEED ALL ti cy RELOCATE EXIST CONFORM ,, /...y_,,,.,,,,_,,� EXISTING AC AC DIKE SIGN N �°- '` SALVAGE ?TYP) TY STD 418 + Z c1 ; N „( ¢Z �- Nm 0 � 3" AC ' 0 w cv $ AB COMPACTED T4 95X Nom¢ Zo � ! ►' SCARIFY do RECOMPACT 12 x SUBGRADE TO 959b cn w , CIO � " " it A% TYPICAL PAVEMENT WIDENINU U3 a z� INSTALL C18 "ROAD CONSTRUCTION AHEAD SIGN N STA 243+00 LT TO STA 244+� LT INSTALL C13 END CONSTRUCTION SIGN ON ' SANTA BARBARA ROAD 500' WEST OF EL CAMINO REAL NO SCALE r � d � 01l M CU r, CONI% HUCTION NOTES t1f � PAINT 8" BIKE LANE STRIPE �.:< PAINT CENTERLINE STRIPE CIDPER CALTRANS STD. DWG. A200, DETAIL 39 PER CALTRANS STD. DWG. A20A, DETAIL 21 13 PAINT 4" CENTERLINE STRIPE PER CALTRANS STD. DWG. A20A, DETAIL 22 REVISIONS P 8 PAINT BIKE LANE SYMBOL AND BIKt' LANE " CITY O ATASCADERO PAINT 4 RIGHT EDGE STRIPE 14 PAINT 4 CENTERLINE STRIPE NO. BY DATE DESCRIPTION PER CALTRANS STD. DWG. A208, DETAIL 27B ARROW PAVEMENT MARKINGS PER CALTRANS STD. DWG, A20A, DETAIL 19 SSlp�yl " IN CALTRANS R81 "BIKE LANE" SIGN 15 PAINT 4" CENTERLINE STRIPE NORPH COASTEEERING INC. R ,� �. �'Y4 EL CAMINO REAL BIKE LANE � PHASE 3 PAINT 6 BIKE LANE STRIPE 9 STALL L #^-PER CALTRANS STD. DWG. A20D, DETAIL 39APER CALTRANS STD. DWG» A20A, DETAIL 6tS'j• �, Cn O 20' 40' 8th' 14 INSTALL CALTRANS R81A "BEGIN" SIGN 1fi PAINT 8" CHANNELIZATION LINE CIVIL ENGINEERING LAND SURVE NG � PROJECT DEVELOPMENT � � 4 PAINT 4" LANE LINE STRIPE " " PER CALTRANS STD. DWG. A20D, DETAIL 38A 2g 743 EL CAMINO REAL co PER CALTRANS STD. DWG. A20A, DETAIL 8 11 INSTALL CALTRANS R81B END SIGN SCALE: 1"=40' 5 REMOVE EXISTING TRAFFIC STRIPING 1 PAINT 8" CHANNELIZATION LINE 725CD .0i Creston R d. — Suite B .�. Exp. 3/31/03 .�. DAA STA 2 8+C}o "To STA 247+64 Hca PER CALTRANS STD, DWG. A20D, DETAIL 38B � CONSTRUCT SIGN POST PER 1 ' Paso Robles, CA 93446' �,� CIV��- ' q TEVEN J. S STE R.C.E. 25743 EXP. 3/31 03 "DATE (805) 239--3127' �`� Cit-��o `o DESIGNED BY: DRAWN BY: CHECKED : J NUMBER SCALE: SFIEET: .-- (805) 927 -851 C) JBN GAC KSS 95109 AS SN01�N 3 OF 6 CC M-1 Cnn NORTH COAST ENGINEERING INC. copyright Q 2001 W 1` ` u ED5 G7 Z i t �k w 00 At W �. f r ,A., i{j •t k i ' L. -,,,w -•.,,"ti,=. e j `4 ."♦ .t ,` 's W�7h` ( s r .,, C..`", ^`w r ..,t * f' ~A• :t ~? ,�JQ _ CL � V_z +.,/ 1 ... t�-_,."a. �^ i A:T .i '.y r`COW .,-r- '•e'+, i:rs'"Y'✓'a I T^ .r t:t "�. 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NOTE: CONSTRUCTION DOTES ALL EXISTING TRAFFIC STRIPING, PAVEMENT MARKING & PAVEMENT � O 20' 40' 80' MARKERS WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PAINT 6 BIKE LANE STRIPE PAINT CENTERLINE STRIPE "'" PLANS SHALL BE REMOVED BY THE CONTRACTOR. PER CALTRANS STD. DWG. A20D, DETAIL 39 PER CALTRANS STD. DWG. A20A, DETAIL 21 PAINT 4" CENTERLINE STRIPE � PER CALTRANS STD. DWG. A20A, DETAIL 22 ti PAINT 4' RIGHT EDGE STRIPE $ PAINT BIKE LANE SYMBOL AND BIKE LANE ' PER CALTRANS STD. DWG. A20B ,DETAIL 27B ARROW PAVEMENT MARKINGS 14 PAINT 4" CENTERLINE STRIPE 1 SCALE: 1 ==40 PER CALTRANS STD. DWG. A20A, DETAIL 19 1 3 PAINT 6" BIKE LANE STRIPE 9 INSTALL CALTRANS R81 "BIKE LANE" SIGN 15 PAINT 4" CENTERLINE STRIPE PER CALTRANS STD. DWG. A20D, DETAIL 39A O PER CALTRANS STD. DWG. A20A, DETAIL 6 " O10 INSTALL CALTRANS R81 A "BEGIN" SIGN ` ' # 16 PAINT 8" CHANNELIZATION LINE PAINT 4 LANE LINE STRIPE { PER CALTRANS STD. DWG. A20D, DETAIL 38APER CALTRANS STD. DWG. A20A, DETAIL 8 11 INSTALL CALTRANS R81B "END" SIGN REMOVE EXISTING TRAFFIC STRIPING PAINT 8" CHANNELIZATION LINE PER CALTRANS STD. DWG. A20D, DETAIL 38B CONSTRUCT SIGN POST PER ,... K Al F' a --5 ! •'t .51.^' _„��� y �+� 4l lawt' ...� 5 33+00 i r,...} 1. J• ., ,:. t' y `i Anr 4% 4 �r r `,• / f �! �; "rt `�. S J ' Z�o W,} ; i p }- .,-�, �+... . ,: /1 A`'_'^v `Y'Y .., ... ... } !t. " .,.`'ti!'r, ' "-f _.., ru ...• .... �� '• .,,.,/ .x �_4 F, \, r ` t , T . ,F c� v x•50 } , i , E—w ,,,.. x l in in �� ,r.unor. .nww«wiw.~ •••+Y,-•. `y +nvn.wnriww � ..ri+ t4 wwn..ter+ wsw, onv wuww.rnwww ' •• .. ry \ . i ; r , c +00 man { p , tu ? 3 l_ ,,. I �i..:t "'., : ....,. .....,.... j" .icy" .a•+" .v .. . ,.. rt .vat.. _.. .-..-. ...,..... . V f t- • f v _ a i C14 7 agAl Ill) , .Ie.' CONSTRUCTION CL ..._.- --�...• ...-----,._, r.h , `, �'" 14 " R=1515.00' r- 2`2�C{�•" 25+00 �- 26+00 -- .. _ _ _....._.._. cm JI t• ¢;. \r Ira .;, : _..r.+±!5E"`_"' r , r (, 5 h , .. .,,._. .j ;,}F fir.`';Y"4'.� f•.-^' ', 'y', •.k ,'! •' _.. '- "".'.... """' , x•', r .a'1.. f .Ct 1 ,.. .,-,..-._ -.. .. ., ,«..-,• ...,-`... . ! ,...mow+, tea\ ..., + CONSTRUCTION CL CL STRIPING " `, N CURVE DATA CURVE DATA tai 3'24'30" b-14'45'54" 0R=2000.00' R=1515.00'04 z mallrl'A }` ¢ L=468.04' L=390.41' , DGw «' "' /coy ' t'J EL CAMINO REAL CU . 4 REVISIONS ' N0. BY DATE DESCRIPTIONCITY F ATASCADERO Cu CU A R^JM NORT11H COAST ENGNEERING INC. SY41 F EL CAMINO BIKEWAY, PHASE 3 I WSW=' CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT 2943 EL CAMINO REAL. ' * Exp. 3/31/03 * STA 10+43 TO STA 34+25 o Zo .. 40 80 725 Creston Rd. -- Supe B DATE Od Paso Robles, CA 93446 Z � �.... (805) 239-312 �,� C1V1� o���P DATEsv �v J. s s R.C.E. 29743 exp. 31/03 SAE SCALE: 1„—40' 805 9 2`7-8651 �-�F DESIGNED BY: DRA W BY: CHECKED BY: JOB NUMR SCALE: SHEET: ,. KSS KSS JBN 99126 AS SHOWN 4 of 6 L NORTH COAST ENGINEERING INC. copyright Q 2001 I.' . I 11 w: a ,> t v.l .. 1111.. ..- � ,.. :_. _LL ~ , - U •Q y I t 1 f.T, tCr pp, ej ". f . ;. ` '{. ,' + `} .,"r•.. - .; '' , '°� a. 11`_11_\:' `. \•`l i ,., '; ,: ��+)yp �-, tt Y t ... ,1 _ \ , , ( 11 11 , _•i , �1. . ri i x t. i } , 1 , .�4a. t I ••.`, �i._..., •.fpr.: ��' moi,-F/L, ~ } 'S `' S ' -�.. ,.• t o. % .�,. . ,._ . , 5 �, �f CONSTRUCTION CL ! F""' -1 I �:_ �.. 1. \I CURVE DATA t 1 t V/ _S. %>. .:'fit ` , w`�:.+���..=•..::~I ,,..t`" v't . 0 y + v //yy ss 1 l •' 6 r ,` , .... , i f p F % z F1. 'r, ., R=3800.00' ,' ,. wmi z ,,�, ,..t ,,I Al Y :-; L=247.05 : ::.. , .. 0 -' f 1 �/ ?, - _,, 1111, • - a, i , , w:w.w— I in .: X A 1 k _ t-•. ) r I us.wr , .���.... .,Y{„ „a w .,"`",•''""""". 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A208, DETAIL 27B ARROW PAVEMENT MARKINGS PER CALTRANS STD. DWG. A20A, DETAIL 19 PLANS SHALL BE REMOVED BY THE CONTRACTOR. PAINT 6" BIKE LANE STRIPE INSTALL CALTRANS R81 "BIKE LANE" SIGN 15 PAINT 4" CENTERLINE STRIPE ... . @ @ PER CALTRANS STD. DWG. A20D, DETAIL 39A PER CALTRANS STD. DWG. A20A, DETAIL 6 . 10 INSTALL CALTRANS R81 A "BEGIN" SIGN 16 PAINT 8" CHANNELIZATION LINE PAINT 4" LANE LINE STRIPE PER CALTRANS STD. DWG. A20D, DETAIL 38A , I I I 0 PER CALTRANS STD. DWG. A20A, DETAIL 8 11 INSTALL CALTRANS R81B "END" SIGN 1. 5@ REMOVE EXISTING TRAFFIC STRIPING @ PAINT 8" CH�ANNELIZATION LINE INSTALL SIGN 0 20' 40' 80' 1 PER CALTRANS ,STD. DWG. A20D, DETAIL 38B PANELS PER CONSTRUCT SIGN POST PER � ' PLAN SCALE: 1"=40' 2' MIN. w. :' r �,;,yi, �- t\ N §p .w'..»,te r .,11 1 1...,-1111, ,-.. Y M1-1 5 1 ry( \"',.t�I ti�'tl...�:r -.., 7111 �N t' lj 1 f-.� `� �i .,,. \,;�, _ 1 q v 1_-W4':J ,,.,.. ..{ .F VJ.,i`+.* ,,1`M1 s:.� , 'i 1.\ ( �:�.:i>j :�; `.'. ._i , Y I It -- I. \. `{11 r �. 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"' ., ',.,' ,..,•,�"_'`• 4 r'111S ! t;i; i 3 `, / 1 ll , r :., ' qi. I 1-1 .} STEEL PIN " \\ _\`'`� .h ',,� } .,,1 `'\ r ye ,�. �"'\' \ ,t ,'°,YS ;• F F p�;, ';' F i, 'kn ,I ' '•.' 1 .lr T''.`,. a 'F` i 1's ate" R91_nc, ;a , �� � ?, �, \\ ,," 1 , , ,t , ,� � � t''( I MIN 1. ?N^. z -1 ; y`'I It , -�" `'\ll '.•` t. .S' fk•1`111 `'\ '� 't" , .,,{ .i i r`-.. .p �`,. ,, ; ti ' , qy � i,\ i`4�Y.,� ~, \ti'\' r •``,,. �4.4,,�,,'�,,`,.`+.ti,\.r 'ti. .\y ;'`t ••."•..f;,,, c< t I "I ."—�:��..a..�..' �,..�. .a 4`.....:.�.�:.>,,,u ..:a.:'a,._.:_•..�...\aW�_,,._ti'`:.�::a;�','..r�,..a_'`•�.`_>r -,�_ TRANSITION STRIPING �� � N M ' TRANSITION STRIPING ,.. 0 TtolYPICAL SIGN [N%'"�TALLATION + + ul) .11 1 0 O p 10 + + I No SCALE 0*1 EL GAMING AREAL 2 F U) I (n . in 11 --I 0 � - m Nr I ru 1 . . f REVISIONS CITY OF ATASCADER0v N'0. BY DATE DESCRIPTION C_ � Q� Ess�QNq� . m. _m . I - A iff^m� NORPH COAST ENGINEERING INC. ,���° �. sr�� EL CAMIneo B KErwAY PHASE 3 � CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT � � INS I I r ,: . 29743 EL CAMINO REAL. °' Exp. 3/31/03 -� 0 80 Cu kw� I_ I 725 Creston Rd. -- Suite B * * DATE STA 34+25 TQ STA 5�+47 Paso Robles, CA 93446 s 4 SCA 1"=40' CI 1� '� C,I CD I 805 239-3127 ��/ V ��� "' ' _. OF C PATE STEVEN J. SYL TER R C.E. 297`43 EXP. 3 31 03 .PATE (805) 9 2 7—$fj cj DESIGNED BY: AWN Y: CHECKED Y: JOB NUMBER SCALE: SHEET: t KSS KSS JBN 99126 AS SHOWN 5 OF 6 C., . III rn NORTH COAST ENGINEERING INC. copyright (D 2001 . . 111-1-11, __ .., , - 1 I „ , 111 1- 1 7 -- - ___.. _....11 ,.",-, _. __.. __ .w_.. .,... .. . .... -__ ..-.._. 1.111.. . ._ .. , k •2 AC DIKE NQIE 1. ASPHALT CONCRETE (AC) SHALL BE TYPE B WITH 1 ASPHALT CONCRETE (AC) SHALL BE TYPE B WITH ' I ` EXIST EP AN AGGREGATE GRADING OF 1/2- MAXIMUM, MEDIUM. / " / AN AGGREGATE GRADING OF 1 2 MAXIMUM= MEDIUM. r:-;.-�::-=:-:=:,:� 2. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND N 2, AGGREGATE BASE (A8) SHALL BE CLASS 2 AND 120 SHALL BE COMPACTED TO A RELATIVE DENSITY OF SHALL BE COMPACTED TO A RELATIVE DENSITY OF -� � I NOT LESS THAN 95 PERCENT; NOT LESS THAN 95 PERCENT. FL 1 x . i < 5 3 8 4 WIDTH TO Exisr 3. . THE UPPER 12 INCHES OF SUBGRAQE SMALL BE 3. THE UPPER 12 INCHES OF SUBGRADE SMALL BE a SCARIFIED AND RECOMfACTED TO A RELATIVE DENSITY SCARIFIED AND RECOMPACTED TO A RELATIVE DENSITY c I ( MATCH EXIST DRI t/EWAY OF `_'— -- -� . -- ' ' VARIABLE WIDTH —•• �� NOT LESS THAN 95 PERCENT. OF NOT LESS THAN 95 PERCENT. �� � •� .•;�• PAVEMENT WIDENING i _ 6 { PAY LIMITS 12" MIN. 7 \ c. ASPHALTIC CONCRETE SPLICE AND EXTEND SAND COVER �'-•�'� r I (MISCELLANEOUS) 12 AWG LOCATOR WIRE ar 3' WIDTH PER PLAN # �� ! 2 •. � -7z. �� I 2' W/O DIKE WIDTH PER PLAN 2 SPLICE � 3' W/ DIKE EXIST AC LOCATOR WIRE TAPED _ 1 i _ '' '''* 12" GRAVEL ,: *.,:'•,:: am- TO PIPS (AWG 12) = = =' --- -. r�`r BASE 4 EXIST ACNow- -:: SAW CUT .. 'TNT 2" EXIST GRADE 12 SAW CU _._... _,.. _ � 6"..MIN SAND BASE. 4, y _ _.____...-_.. -_...._. .-_ F"i A N V +, EXISTING FIRE CQQ PVC r ,•J tib+ r' HYDROSEED SERVECE PIPE : • f' ..gid: HYQROSEED % y ( -- -- - WIDTH P RECONST EXIST DWY h"r4 PER PLAN PAY LIMITS ASPHALTIC CONCRETE _._.._ 1 � •-�'' .' 6" 0900 PVC EXTENSION (MISCELLANEOUS) 3" AC 3" AC 4 60 5' 5= 6" AB 8 AB EXIST .SECTION --'" 6" AB 8 AB EXIST SECTION CONSTRUCTION NOTES: / NOTE. AC DIKE BEYOND / 4'18 (WHERE SHOWN) 418 1 INSTALL BLUE 2--WAY REFLECTORIZED RAISED ROADWAY MARKERS 1 CORP STOP SALVAGE EXISTING AN ( ) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT (HAWKINS "RAY-O--LITE V16C-•DB" OR APPROVED EQUAL) ADJUST LENGTH OF EXISTING SERVICE PIPE AS REQUIRED. ? PROVIDE FITTINGS AND ADAPTERS AS REQUIRED ALL EXPOSED NUTS AND BOLTS WHICH ARE BURIED TO CONNECT TO EXISTING SERVICE PIPE �S ALL BE COVERED WITH 30 MIL PLASTIC PAY LIMITS ANGLE STOP (SALVAGE EXISTING) ASPHALTIC CONCRETE FIRE HYDRANT (REUSE EXIST) , (MISCELLANEOUS) �.../ CUSTOMER VALVE (SALVAGE EXISTING) 8" QL 2 AB -----__ VARIES COMPACTED TO 95%. CONST THRUST BLOCK. 13 SF MINIMUM. THRUST BLOCKS SHALL BE EXIST AC " a POURED AGAINST UNDISTURBED SOIL. CONCRETE SHALL BE CLASS A METER BOX (SALVAGE EXISTING) COMPACT UPPER 12" OF 3 AC SUBGRADE TO 959b EXIST FURNISH AND INSTALL FITTINGS NECESSARY TO ADAPT EXISTING l l ADAPTER - (SALVAGE EXISTING) DR�uEwAY FIRE SERVICE PIPE TO 6" PVC PIPE 7 ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOP F FILL = FEET ABOVE FLOW LINE GRADE STA 218+92 LT TO STA 225+60 LT METER (SALVAGE EXISTING) STA 220+05 RT TO STA 244+00 RT STA 205+55 RT TO STA 208+06 RT STA 240+25 LT TO STA 243+00 LT STA 210+15 RT TO STA 211+75 RT TYPICAL PAVEMENT WIDE TYPICAL. PAVEMENT WIDENING FIRE HYDRANT RELOCATION , N SCALE WATER SERVICE RELOCATION DRIVE AY CT NO SCALE NO SCALE NO SCALE 111. NO SCALE REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS # CONSTRUCTION DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26�--92 3 10 92 DESCRIPTIONS BY DATE APPROVED :COUNCIL RESOLUTION N0. 26- 92 3/ 10 92 AC DIKE R 15 EXIST CULVERT Exlsr EP $ TO BE REMOVED a 0 1/2" R. j Q w ------ _ PAY LIMITS "VARIES 3' ASPHALTIC CONCRM 6" 1--1 2" " EXPANSION JOINT A EXIST (OVERLAY) 1 2" RAD. " 1/2 FILLER I FL PAVEMENT / --- 3/4 RAD. y�P ( --- -_` EG EXEAbISIQN +, d¢� as ( WIDTH TO EXIST 6" LOT1 IVES F.H. VARIABLE WIDTH -�•�� MATCH EXIST DRIVEWAY -. PAVEMENT 3" 5" 3" �,' -� PROPERTY 18 PAVEMENT WIDENING � � 16" ;, THICKNESS WIDTH TO ASpI ca PIPE JOINT (TYP) ( i CKNESS W/ARIES THIS POINT t " 36.COMM AL MIN l pC' CRETE .."` / u3• ..I — NOTES. 100 ! )6 36 1 -�6 MIN. 1. AGGREGATE BASE (AB) SHALL BE COMPACTED TO A RELATIVE DENSITY a 6" RE DEIV71 L MI ( OF NOT LESS THAN 90x. � �`"""'~--. ( N 12 " " PA YEMEN MAX 20* DIKE ,%.�r'� WATER MAIN ( 2. THE UPPER 12" OF SUBGRADE'SHALL BE SCARIFIED AND RECOMPACTED A.C. TYPE B Ll I TO A RELATIVE DENSITY OF NOT LESS THAN 90x STRUCTURE T '�j` ETE ( BACKFILL STRUCTURE CLASS II '� , STOP DETACM MEW" CR CM dACKFILC. ACG. SA ', f, \;\'' STA 26+32 RT'TO 34+25 RT Der; AQ f LAN VIES TYPICAL PAVEMENT OVERLAY' z eERSEELCTIVE VI-EW 7 PAVEMENT WIDTH MEASURED TO THIS POINT w NO SCALE �;fig,, ' HAL WIDTH PER PLAN PAY LIMITS NC}' SCALE 6„ 1-'1/2" 18" � � c�� FACE OF CURB PROP 1 2 R D. o. EXPANSION JOINTS x ASPHALTIC CONCRETE (MISCELLANEOUS) SHALL BE PLACED m� F,H, � ' " 6" 3/4" RAD. 1 4" 0 AT 2V INTERVALS, fi 5 5' EXIST CONSTRUCTION PAY LIMITS , " / AT ENDS OF ALL 12"" C( 1n DRI VEWAY CL ASPHALTIC CONCRETE `' 3 � EACH SIDE lvl"" VARIABLE *RB RETURNS. AND ---� 1$" 1'--6" MIN. 15' (MISCELLANEOUS) N 3" 1/2" RAD. WAY DEPRESSIONS. 6 1--3/4" THE INTERVALS WATER MAIN 1/2" 6 x 18" 14" ._ JOINTS EXPANSION VARY 2" MIN. TYPE "B" �= METER AC DIKE BEYOND A.C. SURFACE STOP GREASED SMOOTH , . TO ALLOW MATCHING SEE DWG. NO. 418 SAWCUT 12" VARIES 2' DOWEL OR #4 ,. j ., t OF JOINTS ADJACENT 2--� .. FOR DIKE DETAILS . qG IMPROVE- 1 ,c. � REBAR W/SLEEVE •, ,. ., EXIST '� . , STI�UCTWRE BACKFILL. , ; , MENM PAVEMENT AT A�JOINTSV AND �- i - • f. " 3" AC "" "--- —, 3" Ac EG CONSTRUCTION DINTS. ME A. 6 MIN. CLASS 2 AB SEWER L RAL P, ;. S" CL 2 AB . ... . .. . � —• ".�. _..._. ..._. .�IS� PR©PINE O F.H. _ VARIES - - COMPACTED TO 95X EXIST AC 1 COMPACT UPPER 12" OF 1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. " -I SECTION " '- 12 1 -6 MIN. REMOVE �` SUBGRAQE TO 95 6" CLASS 2 AB 3 DIKE TO BE BACKFILL PER SECTION 19--•3.06 STATE STANDARD SPECS. EXIST AC REMOVE 8" CLASS 2 AB WATER f~. EXIST CULVERT CURING METHOD MAIN CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO * PAVING MAY BE REQUIRED BEYOND THE R/W LINE IF NECESSARY TO fi�R STA 23+53 LT TO 56+47 LT THE PROVISIONS OF SECTION 90--7 OF THE STATE STANDARD SPECIFICATIONS CONTROL SILTING OF THE GUTTER FILL FILL ABOVE FLOW LINE GRADE STA 10+43 LT TO 14+37 LT CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. MONK JARMT GM AND w STA 16+33 LT TO 19+91 LT P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 NOTE: ALL BOXES ARE STANDARD METER BOXES. e DRIVEWAY SECTION TYPICAL PAVEMENT WIDENING A cu DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: 6i NO SCALE NO SCALE ENGINEERING DEPARTMENT DRAWING NO. R A.L. DRAWING NO. R.A.L. CITY OF ATASCADERO DESIGNED BY: DESIGNED Y: ENGINEERING DEPARTMENT SIGNED BY: S.J.S. ENGINEERING DEPARTMENT DRAWING NO. vi.s. S.J.S. 2 2' 2 GARBS 41 8 D TES: DRIVEWAY APPROACH 424 DAWATER SERVICE /HYDRANT 7 1 o FILE NAME: FELE NAME: WITH AC DIKE 0 27 92 � AT418.DWG f=l N : LOCATIONS CD REVISIONS NO. BY DATE DESCRIPTION CITY OF ATASCADERO . cn NORinCOAST ENGINEERING INC. �� ,. SY � ��. ` EL. CAMINO REAL. BIKE LADE - PHASE 2 CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT ' co Sir CD 29743 725 Creston Rd. -- Suite B Exp. 3/31/03 CD DETA ILS Fast Robles, CA 93446co DATE (805) 2159 -3127 , �JVIL rr c�a�� DA STEVEN :J. S STE R.C.E. 29743 EXP. 3/31 03 DATE C (805) 9 2 7`�'8 6 51 DRAWN BY: CHECKED JOB-NUMBER SCALE SHEET: CL o- DESIGNED BY: . JBN CAG KSS 98109 AS SHOWN 6 OF 5 M NORTH COAST ENGINEERING INC, copyright © 2001 r ,