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HomeMy WebLinkAbout6.1-1792INDEX SHEET OF N0. CHFFTS 1 PRE SNEET SHEET N0. 2 NPICAL CROSS SECTIWS SHEET N0. YIt PLAN AND PROFlLE SHEET NO. 12-19 CONSTRUCTION DETAILS SHEET N0. 20-21 PAVEMENT DELINEAIIW pN0 SIGNALS PLMI GVicCT �2'LA £F1SCu��ttMQ; �. �N1 NC 1 ....,.._ R/W—. suano E C CK11AM M'��1� ►� �I:�►l ROADS DEPARTMENT PLANS FOR CONSTRUCTION ON FAIRFAX ROAD ,NI PROJECT LOCATION COUNTY OF KERN NITTE: TO BE WPPLEMENIED BY STALE OF CAMFORNIA STANDARp PUNS GATED MAY. 2006. THE CONTRACTgt SHALL POSSESS THE CLASS SOR CLASSES) OF LICENSE AS SPEgMED IN 1HE NOTCE TO CONTRACTORS' qtl PAIS 1 OF THE SPECIAL PRONSIONS. CALL UNDERGRWNp SERNCE ALERT, 1-800-642-2440. 48 HOURS PRIOR TO ANY EXCAVATW. as su�Lr p�a�s �wso�rK— I���"¢,���"I Approval Rec ended���D���—� �i �,. Res e eel Rce noss � ���- n,,,.. APR 2 42012 ,,,,,,, /. I �GI� .. �—r—i UTILIN SYMBOLS MARKER SYMBOLS w t L ® wv w ie v ger 'uMCD Ler .o« Hyeroat caseaGDf ® GM G a Pressure Gas _„ _ e Veter ,UMOG 0.9b B b C e O MV Mvnba e� eUM1IN Te evsan Cvbe — B wer Cvbe } ji LgFt StanCara s Buried TeleH ivn Cable Strest Light — a Wire � TeIWpFone Pole Aeri eAnvchve —P ver Pole °B I : SeMce Pole PROJECT LOCATION COUNTY OF KERN NITTE: TO BE WPPLEMENIED BY STALE OF CAMFORNIA STANDARp PUNS GATED MAY. 2006. THE CONTRACTgt SHALL POSSESS THE CLASS SOR CLASSES) OF LICENSE AS SPEgMED IN 1HE NOTCE TO CONTRACTORS' qtl PAIS 1 OF THE SPECIAL PRONSIONS. CALL UNDERGRWNp SERNCE ALERT, 1-800-642-2440. 48 HOURS PRIOR TO ANY EXCAVATW. as su�Lr p�a�s �wso�rK— I���"¢,���"I Approval Rec ended���D���—� �i �,. Res e eel Rce noss � ���- n,,,.. APR 2 42012 ,,,,,,, /. I �GI� .. �—r—i cGNSTRNGnGN � SURA. TYP/CAL SECTION C -C -G NO SCALE CUFa STAT/ON 26+81.65 - 47+08.11 m ��_l�__ J.1G"C.C.SCCMPacTECAT095R RE[an✓[COMPACnON +""`� couNTv of KERN .ns sHo�++ TYPICAL CROSS SECTIONS � q\ o o — ROADS DEPARTMENT =. F�� Roan "�'2 _p/� � BANERSFlELD. CALIFORNIA p a FR011 REDBANK ROAD TD BRUNDACE LONE oF21 G.I- 11 h 8 A-1217 ,GTwa g , ,GE�A� I I I swore ✓ MFY � I �� t I ✓ARI ANO Mn TCR ANO MATCH X.. r 6R -_:- - _� J.SFSR .. 2.CbX MA - � .. _� ��;� s 6 cuR`ea� 00 �A TYP/CAL SECT/ON A—A NO 5 •.r b' A.0 O �cG ctASs n Acc. NAs£ o�Fa LETT' S/DE STAT/ON 6+67.77 - 19+61.40 Bas[ oucR r.Jo o. c. coMPAr, rzv To ssR RezA PAcnaN R/GNT S/DE STAT/ON 7+94.71 - 14+31.07 J. rc o.c ccuPAcsa m ses R[u ntr cauPAcnon R[M Tr Potc g coNsmucnav � suR�Ev l'Ta aw � 1, /�/ `-- '^�P I I i R Al b� 'ice`^"`^ T-6 �� 1C' CR�SJ B AR/FSPG 5`RMAX 5£E P[aN5 SEE PIANS l` I L 2` \ � ��/� -T .Mqy A2 6 CUR i � ��� AtN � �\ Ca0 A.0 CI'ER 4Ay _ __ > y i- — L _ _ i= � I.00' CLASS // AGC BASE C✓ER Yj.r �. \ �- ' J Ju• G c coMPacTco ro asa REcan✓c c �/ � � TG RSR RE/A GMPAGnGN n�TYP/CAL � TYP/CAL SECTION D—D SECTION B—B � �' /,p ,gCq� TAT/ON 3+05.39 - 4+90.69 BTAT/ON 19+68.31 - 27+31.73 � P� coNsmucnGN & Sua✓cr I I S/OEwa( Wim'-.v:er�-Nt%I _. �' i ab Ece,Tc+ I aqv avxa,-+. 5 EERPCAN SEEFP aN I (-E.r 9 rfo,.e Mp1 I nN � I 5$RMAX + - f�. r n � TYP/CAL SECTION C -C -G NO SCALE CUFa STAT/ON 26+81.65 - 47+08.11 m ��_l�__ J.1G"C.C.SCCMPacTECAT095R RE[an✓[COMPACnON +""`� couNTv of KERN .ns sHo�++ TYPICAL CROSS SECTIONS � q\ o o — ROADS DEPARTMENT =. F�� Roan "�'2 _p/� � BANERSFlELD. CALIFORNIA p a FR011 REDBANK ROAD TD BRUNDACE LONE oF21 G.I- 11 h 8 A-1217 i " l (s� F H9RIZONTAL SCALE: 1"=20' VERPCAL SCALE: 1 =2' � H �� �I w 1+50 2+00 2+50 3+00 3+50 4+00 � 4+50 �5+00 5+50 O O � Z 2 � V7 2 w FV - w N an aFP COUNTY OP SRN sl 50128 �L �T u ii s � �t .ri�R-+>f6Wrtc� � ' �biin-� i �� � l i ___ _._ F H9RIZONTAL SCALE: 1"=20' VERPCAL SCALE: 1 =2' � H �� �I w 1+50 2+00 2+50 3+00 3+50 4+00 � 4+50 �5+00 5+50 O O � Z 2 � V7 2 w FV - w N ® � u o o v c�wenoico .o ssx aeunvc can> cnon ❑ wove npmnur oa+arRairEwnn ®'ms`iancren ,o noz reeinnve cwevncnaH � W a e � III � �i I � a��i -lay. ��,� �_ RM' '�' m �uJ g �(.J Mo�E (�)EwmNC n SW,�I � ��I� ^�� Bb � owl �� d� �.a curza':..� -'1 seE-'n2e1`T€8�9frz¢ "_`—" 3— O d {' �M " "°"�. �`°" "- �.,�.-,a ---� FATRFAX R(1A11 �a�v£�.o�a�E 3 A ..,.�F W woes oaaN r— ------- o + .� _ � � --P� --�-- i o;, �oEW.� I � '� �.� ®z; ca :; I� -- 8+50 9+00 9+50 10+00 vaovosco r � _ ____ —._ __— _-___ I _— __ I �.�s� e��� A� WEST SIDE COU_ L � � v,. ,0 50128 HORIZONTAL SCALE' 1"=20' VERTICAL SCALE: 1"-2' _� �R[ YE (�) �nsnrvc _-s�.,F— I @ 3' I �\ daa������'������� � -- x—. �� a e�� i z o i� I :¢ � i � a ie�" � Aa e m AaMP � ���E� " 6+50 17��✓`T5� � p � � AS E ____ _� s, 414 '._— _ —__ w ___ _...._ _.... o� � �� e� 412 '$ 0 o _... m> __ m> .__.. m �i3.. w _ __ 470 a _. I� 408 �e. s.n.ez _- _ _ _ � I _ _ ��_.. ozex. __ _— !. 406 " I � � --P� --�-- i o;, �oEW.� I � '� �.� ®z; ca :; I� -- 8+50 9+00 9+50 10+00 vaovosco r � _ ____ —._ __— _-___ I _— __ I �.�s� e��� A� WEST SIDE COU_ L � � v,. ,0 50128 HORIZONTAL SCALE' 1"=20' VERTICAL SCALE: 1"-2' _� �R[ YE (�) �nsnrvc _-s�.,F— - ` � -- x—. I � I 1 � � p � � AS E 6+50 7+DO 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 4 te.l_rA7 jz�BD ❑ a10 o.c COMPnCIEo m sDR VEWAISK CouPnCnaw � �.3o Oc mMPACIm io 85R PEunYE Ca1PAtiloN oaivir�roaon [s loll .<xuc--= � -- � cel (3i wsnrvc mr�sr_ m„\ COUNTY OF KERN ��:;�r �i ,� HORIZONTAL SCALE 1'=20' /It / a m rvo 50128 VERTICAL SC%LE: 1 2' � � / �^ f �� _--�°:- san nay l �x� ��-� �A `! `� a �ro a 'm � - a�, � _I � � -' I x � _ _ Riwl 0 0 S — — � m NW �W Ee.<n9 EP eioN ��������� �������� ws' � aPo I FAIRFAX ROAD "'' + w= z(n I l Na' ze' ao'E ?(n a n �«a�o� iw ` a�a��Ra .��s EP l I L�q xw —X i � -- Y -- K--_— ,m, � � its voR OEInL I� � � p 1 �w � 4 � ate. �. cors oEr�u� � � .�� mo - � _ _ o a �E _N m ." sa � � Y _- __ _ __ _._ __ __ -- a� * w a a � `;, 1 E pa,.o, so'a . W � -- — — --- n� �� � I�w` % r_. I a _.__ -- -- ---- -- - --- as ����r �� x � -- - ��. 12+50 13+00 13+50 14+00 14+50 � �15+00 "` 15+50 16+00 16+50 17+00 17+50 _. s: _. __— __ II _. _ _.. 414 o '�. i � �,�.' —" 414 e i � 412 '� 1, �, i, I 412 �. i _� <� e,o��a � l ... oz e�ev .,oz. ___ 410 �� � � � sx— — — 410 was ' oeo:_ __.. _ _. _. — I _ '� __.. _._ _ — __ PaaPos�o w6ra � __._. 408 — i _... 408 ____--___—__ - _ _I _ 406 �� _� � , WEST SIDE , 406 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 co ro ss`a Aen�nve c o � s'� Pcc v owaHx AnmPs omrfw..s �� c.co ro eox RvnrE coucnrnox ncn ry COUNTY OF AERN F, 50128 HORIZONTAL SCALE t"=2U VERTICAL SCALE: i =2' Z 2 h F 2 N N 416 414 412 _ � � _ oc nz` _� � �ssx � _ � -� .. � - � � $ �W a _i. -�. u- -,.� - - wzx�-: m - �e�uN _._�_ .—... �im �ro��a � I 4... -...cF` � ;. �_ .-- __ � �..T� t.. -_ �.. I � _- _ � _ - �. _ .... + � _ _416 _.. 414 _ 412_ t � — 410 - -.� � �_.. - 18+50 19+nn � _ ro+Fn -_ �_._- ' on�nn n.,•�.. � WEST SIDE �,,. ...,. .. � __coos - � � FL - �E� _ _ � I_ tn.10 _ �' � _ 410 408 408 --�-- -�•�� ����� ��, w «+uu 22+JO 23+00 23+50 (�, I. t�15 �1218Z '} xll .. mPRCRopio �IIxRREUTK wMvncnax ® comvac,ru m 90R RELanK coMPetnw nxD CONC CRO55 req�1 [ C x n vPreanwEs ''. 2dfR,,3B ecR. 6 � q� COTINTY OF A&RN I I I m.. I I � HORIZONTAL SCALE_ 1 =20' k N„ 50128 VER11CAl SCALE 1 2' l �� � _ � �i. ' ' .F� / �N. �, d,n�s E. l .J P. a NW�T{ �,. 1���'�1�c�11�Y�1i�`�; — - WI _ c _ __ — — — - —�"'x + '''iib fUCE? � Eeaw9 Ev-/ N i� M~ w=^ No zr 59"E FAIRFAX ROAD � N� sr JU E �'^ ,s Ao ��. �.�� .��.ff sa„x�. s w x w oxo°as�sr,los � L-�g ,o �AOE Hs �a� �,P Nn.eH r,�.���9 E.P � in a _ _._ .'"t aM� _ __ yC. aF _--__—_ -_—__— _____ __ —_ Azsc o55ocwnL�� Y ,, - ., 1. � ryU ry� gp pp 24+50 25+00 25+50 26+00 26+50 s�s27+00 27+50 28+00 28+50 �� 29+00 �� 29+50 �—��"—�—�- R_. _.. I _- _— __.—_ a _— --. '— w ___. -_— _—}— __ 416 416 SW _.___ _ _—..�� _. __. ___ _._ 414 � I � ' 414 __.._. I _ ._. _.__. _.._— —_— __ _ _ _. —_ ' e..u� o-W�a I '. i va � _ 4.— ''_ _ 412 � � — — — _ —_ —,. I_ 412 avis s _ _ _ _ _ 410 n � PAaPasEs w6, a � - 410 I I 408 � � �� WEST SIDE__ SES Yb P1pW IaN6 SE V., G4wNCi� -..�� ,.. � 408 i mo � I II 476 '. � ,,� 416 m� r r J N � I __ _ a6._ m 'uu - _.... ° � __ _ _ I __ I. r 414 � 'j _.. ',. __ - '. e.�.��� ��a � _.. 414 _.. _ i I - _.. �._ - - - w i nN ,. _.__ _... _ _ �� � I _._ - J- _ __— --- - ___ --- --- _ � -_- -- � sax �, ,— �� I _. 412 412 ---1 �' - ..__ i _ _ __ - ,. �, pft_ __ -_ __ . I ss, a I, - _ � _-. __ ___. _ i '� �' 410 410 _ � I I li I -- - - - - - - 408 I '� EAST SIDE 408 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 �i_iaza� (a. i-n� 121 LEGEND COi7NTY OF Iffi2N � �XOR2oNiAL ��[µ�F1 scn�e t =20'�� c�Preo.�6 � 50128 VERTICAL SCALE: t 2 �5m we xct rvo s AMP s" voc aures ♦rvo w �� r/.e. covre_ - .o °" I I f { �C� �'-�C �— -. �' 5Y53/nZa.N]P 3tNHI:Cs� re/w � / ` -�` � ___ _T_ -r-----�----------� r° � �� e _� __� X ,o� re,w re,V, � h are = ��Ere � ��� �— ,a,�9 EP , oo g _ _ � � s oMW _. o .���9� `° ��3s n »oMdJ FAIRFAX ROAD �^��^� � � � �'A� Mw � � � na� v' so^E ? e � core�cra� - =w - =W V 1 -VI ... n wv _ r-- __ �- ,Rrn _ ____ _ � _ � Uw Y -N Q __ _ _ Q E ,- xM�11f _. A - _ - �� - " _ _ — _ _ — a�w�rnw�asei� � � PC— I E— I x �^ � R/W � rro ai- C � �. h� yk�J �o_ I li � W I Q� � ii� �d o Z R.d I � li {yy�y �tdr. � U�� g� R -- ', �iCa � $� �r � a Z� �� W � V o s•.x��zr. SLiDfX46 £?�7ISzkK.-NH)t'P HOXB kS 6U9LT PLt1�� � � � ��-:� 418 � �I �. � 418 I �� 416 416 s _— J! i �—_ _ ___ '� �€ -___ - __—�L_ - — PreoPog _. ___-I Ens. a � w 414 '. __. '". 414 - -azar ya �- � _,..�,. ', _.. � '. aW�a n� E,,, - 412 _.. _�_ �i E. prt _ 412 �,, �� �, 410 '' 410 ;� 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+5D '�, 35+00 35+50 (a. i-n� 121 LEGEND .. uaac.rn .o ssx ne�nnvc romancnox ty"°` CO���- e ox aRe uio an.rzre .mc c nacaoncHrs (� � I /', - � � „ nay scat i z �� a 50128 — u]a-cEv2YK eFL'ar�ev .,slarr�Bs �_ •� p I �� __ - F�_ _ ___ / � I e k - n..� M1Eli_ZgnµY.4N6 k'�,iEu j i T— ,F _ �w � T41�fleIM1 L — _ ����I[ � � _ — �-- _ _ --- — -- -- _ a� � � Sas — -- _ �j�s n � E,���, f --- —� - � �..� .�d �,«„ --� E o ENn � oER � f _ _ ��. +� +_.- � _ X---� /� � _ _ � i� i -� v �Y �. r. � J � i „^o a s rx .� W +� �� =a FAIRFAX ROA � � - - -� �,« � �_ �'^ n� E� w �� Ensnx� s w P�a� � �p gnEw�x <� ! �� �� FN _ o M:,� a �.,�,9 m � � ��„�. a a � a7� - } � _ —„ Rn� _ _ - I � ^mow -'�'eR � H a -' V W , I _ O ❑ � _ L.� x _ =mss -� c xa �.�w o E, ��� EP ^e V � `\ ��� � � �� ��-- a�--- ;�4� ,Eon« �, �,., a,� c � . —:; Ns,a o a an. ,�.����r_ 8d s a . , I� C � � Q$ ��i���C I — + _ T_ I �� .416 I -- i —r. � I � �. _ I � L—. � — � � �. � Sava+ l_ i — — � �� � — � � � �-. r � �— —I — � __ � '� Era <; ds 41. I �,� I ff _414 ?� I� �� �_� � � � I � � � _ � � �� s�c�sr� .. —� — I_— — � _ _��. _41E di= x� _ —. — —_ i 412. � � — T — `1�' I..'— �_.— � � �-- -- :i,a. 470 t � � � T — t � � �. +.. � — _ 41 `e 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 4i+00 41+50 410 LEGEND t � � O.�o o.a couvn sco� o ss xrwn� couP.cnox 's oew axo �u'.'��.v.�Riwew<a SCALE: 1'=20' v cuAe n vE s �4,._ s ,� off, �„ --__ ___ � =a� apt `�, -- - — -- ,''��„,„ e � - �� � �� ROAD -------- _ - . REP�.�E e.ck �o� � ��nR�cnoH �, FAIRFAX ,5 ��: �' ti; N �: �" cx W sµoGeE Den 26 R W any FP w �� -- w z a 4zo a7� 416 414 _. 412 � _— _ _. 49+50 ' � I � 50+00 �� " P .m � nsox � �� ��� � _ W � � + 51+00 I si+sn � _. - ._ � � - s��nn —. - �_ , � � _I .. L �_ � _.�— _ � _� � t � =— T--�. _- _� � � +— _�..� i _ _ -. 420 418 + — :. � m —� _ � — _�... _ � �...� _ �i 416 _ e.aso - I 50+50 414 � 412 ' --- -�. �� ��T�� o�rou b4+OO 54+50 A� ��IL�° PL.A�dP s ��u. a � /9e°'�O"'�� CouNTY OF KERN � zo' a PLAN AND PROFII.E '" °_ .� �sn,z>3 '$� ? ROADS DEPARTMENT ,. aA1ReAx RDAD =' �'4 a�' _ o ° FR06f BRUNDAGE LANE TO REDBANR ROAD ,° 1 O `tea v� � BAKERSFIELD, CALIFORNIA HoerzoNrAL scALE: f'=zo' VERTICAL SCALE: t"=2' �� 410__. _... .. _ ___. ___ � __.-__ '�.�'� �i __ ___ _ 41_2 � _ _ _410 s3 � __. _. ___.___ __ nNe o�ouryo 408 I 408 e 410 e i -' 406 a� 406 _ _.- _- 408 cks,Ho ooNo __ .. _. _- _.—_ __ _. a _ ,..< _ _ __ _-_ __.— __ _ . e __- __ 404 -' j 404 � ____ �s �,� 406 .m � or <�� are ®oso. - - 402 � 402 � i - - --- __ - 404 _____ ___ aovoM of o e i .� .___ _______ _.- _ ___ - PA Pos.oPG 400 ii -- - -- 400 ____ _ __ __-T . of z � a.o,a. �' ax . _402 rx _____ _________ .q -- _ 398 _____ - -398__ _.- _ �w wae�, __ __ I_400 $ cw.an.ce I 396 � m 396 " i,,, i. 398 m � � ,. �: ____._ � n � z�w-TEk __. ___- ___ _ _ _.... 394 ' "°"p 394 I �� � i 396 SCALE: t"=10' FATRFAX RnATI oao a� �uP.��o,a s=xa� � oM>. na o � Y/is ,� couwrr of NEww ROADS DEPARTMENT BAKERSFIELD, CALIFGRNIA CONSTRUCTION DETAILS �> >: SCALE: 1"=10' FAIRFAX ROAD is o M.,� �-e�-- A� Q s/c PEini� a o u roxSTP I4T �r e6 cuR6 J \•, � v \ h SFE of*u� aztow � � i� u� � v \ \ 3 _____ 4�: - _. _ _ I l W �� — — — J' � �i� � tin � _ jA/-�_- - -_ -_- CONC. CAP �� P- iiY!tl� J h�• i '� 3" l0 SN. GAL���V,,,444STE EL ii 11 P/PE fIL(Ep N1/n,LGrvCREIf x .' �-� � �i PLACEp 6' QN CL ]£R � P/PE FILLfp INIII CONGPf]£ p d i '� i- � PLACED 3.5 N✓ CEN]E4 i i NEW A2-6 CURB ANO 5/pEWALK � II i I SLOPE pRApEp 2" CBNC BASF � YARp 5" 4" R=>/2" R=1/2" ���" u a �� ga mNcrmDiNAL � l l/2" C@NCR£]E � BAF 9 s, " F� ° "" % ,ya aaafc sRACFD <' p/A 4 6" l% MIN. (£NGDf 9" plA. TYPE BS CURB ,vo sra/c BOLLARDFENCE �,�, ."owe,.,.,. �� e� roa � �� �R'",a 0''e COUNTY OF KERN F za �� �� ROADS DEPARTMENT 2 3 �"y/8 �Az � � � BANERSFlEID, CALIFIXENIA f'P1 FADtFAR ROAD FROM HRUNDAGE IANE TO REDBANK ROAD �� 13 W` ✓`a�vV A2-6 CUR SEE NOT£ NO 1 (TYP/CAL) WEAKENED PLANE JOlI BC{ pi W SEE NGI£NO. > (TYPICAL) W 8.33$ MAX 9 5' B 33% �`°°� � 2% MAX MAX ,q >/NT 5' RETAINING CURB lF NECESSSARY AT EDGE OF SIDEWALK CURB RAMP —CASE B HO SGACE CURB RAMP -CASE A NO SCALE 1/2" 5 6 q2_B RETAINING CURB CURB 2% MAX_ lF NECESSARY 6" �'�� SECT/ON A—A DEPRESS FNT/RE 5/OE%'ALK AS HEW/MED MO SCA[E 8' __ 4' q2_6 TOP OF RAMP CURB � ��2" (ROUNDED) 2%MAX '%� 2%MAX S � g.33% MA%. USE GROOVES ON SLOPING PORTION. SECT/ON B—B NO SGACE 5' > 4' PER FT a" Z to" SECT/ON C—C No sale 6' 4' 6' C �'I SEE NOL£ NO � J (TYPICAL) 'N��A'DEWALK�I'� MAS MAX% %��MBEWALK�� WEAKENED PLANE JOINT C 1. THE RAMP SHALL HAVE A 12 -INCH WOE BORDER W11H Yr INCH GROOl�ES APPROXIMAIELY'�-INCH O.C. SEE GROG NNG BETAIC 2 CURB RAMPS SHAD. HAVE A DETFCTABI.E WARNING SURFACE THAT EXTENDS THE FULL WIDTH ANO 3'-0' DEPTH OF THE RAMP. DELECTABLE WARNING SURFACES SHALL CONFORM TG THE DETAILS GN THIS SHEET ANB THE REpUIREMENTS IN TH£ SPEGAL PRO NSIONS J THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREEJ SHALL 9E BETWEEN 6"AND B" fROM THE GUTTER FLOWLINE 4. EXISTING SIGNS LOCATEB IN CURR RAMP AREAS TO B£ RELOCATED AS 0/RECIEO BY THE ENGINFER CURB RAMP —CASE C No scALc �- 9 � TOP OF RgMP (ROUNDED) � f_ Y" PER FT (2.083%) B33%MAX 47 A2-6 CURB SECT/ON K -K NO SCALE >.66" CENTER TO CENTER SPACING � � � O 02.35' \\\���CCCRRR��� APART PATTERN //N—L/NE DETECTABLE WARN/NG SURFACE SEE ATE T ANO 3 scuE CWNN OF KERN ROADS DEPARTMENT BAKERSFIELB. CALIFORNIA A2-6 12: ®( SEE NOT£ / 1 (TYPICAL) BCR >2.5% MAX- ® CURB B r, B 33% MAX Y �e 3 r 5' SIDEWALK CURB RAMP —CASE •I:. E NO SG[E AD � AD AD oAD® STn. sws/.5s _-3AB--..'F'Nn�M -':TOTAL: 'L4±EZ-'- vOwNT r ICY. s .....gym. -E l:Z//n:: >.66" CENTER TO CENTER SPACING � � � O 02.35' \\\���CCCRRR��� APART PATTERN //N—L/NE DETECTABLE WARN/NG SURFACE SEE ATE T ANO 3 scuE CWNN OF KERN ROADS DEPARTMENT BAKERSFIELB. CALIFORNIA A2-6 12: ®( SEE NOT£ / 1 (TYPICAL) BCR >2.5% MAX- ® CURB B r, B 33% MAX Y �e 3 r 5' SIDEWALK CURB RAMP —CASE •I:. E NO SG[E �� I I��URB RAMP NOTE 1 GROOVING DETA/L NO SG[E 0.20" T�� TOP D/A OBASE D/A TRUNCATED CONE DETA/L �� No sraLE CONSTRUCTION DETAILS �� I• •I:. �� C �R/W ADJUST AS DIRECTED BY ENGINEER �� EXPANSION EXPAI ✓O/NT C� PLAN NO SCACE 2' S' VAR. / �Yz 'a"PER. FT. � �R/W �6 SECT/ON C—C MO Sf�LE a o >4" MIN. TO 26' MAX. 2 e � 3" B' MlN TO 20' MAX 3' w T L SECT/ON D—D NO SCALE STANDARD D/RT OR/VEWAY OR/VEWAY APPROACH TYPE A' RESIDENT/AL NO SGIL£ 00 (LT,Rt) "w" (Fn NO SLACE 'L" (FN W" (� C.Y. PLACE COMPACTED FILL OR GRADE TO MATCH BACK OF DRIVE APPROACH CONFORM AS. DIRECTED BY THE ENGINEER CONSTRUCT ROABWAY SURFACING SEE STREET SF£PLANS" EXISTING CROSS SECTIONS OR/✓£WAY GRACE ORIV£ APPROACHES ARE TYPE A" UNLESS OTHERN95E LABELED ON PLANS AS TYPE "C" TYPICAL D/RT OR/VEWAY ORIVEWi1Y STATroN 7/E—/N No scaLE NO SGIL£ 00 (LT,Rt) "w" (Fn SEE PLANS" SAWCUT AND MATL'H EXISRNG PAYED OR/✓£WAY ___ T REMOTE EXlST1NG DRIVEWAY AS DIRECTED CONSTRUCT ROADWAY � " _ --T - SURFALYNG SEE STREET CROSS SECT/ONS CONSTRUCT DRIVEWAY T1E-lN ORIYE APPROACHES ARE TYPE A" GF SlMIGAR MATERIAL UNLESS OTNERN95E CABELEB ON (0.33' GONG, 0.20' A.0) PLANS AS TME "C" TYP/CAL PAVED OR/VEWAY T/E—/N STATroN NO SGLf No scaLE NATERIAL C� PLAN NO SG[E -o" d� 12" f{4 REBAR q^� ®6" O.C. CONSTRUCTION JO1NT SURFACES TO BE SMOOTH FINISF! 4" x 2.5" x 3/B" CURB ANGLE 1/4" DETAIL 'A" SIDEWALK ONLY 2.5" x 2.5" x 3/8" GALV ANGLE SEE DETAIL A" THIS SHEET i/4" PER FOOTS CLEAR. 4" THROUGHOUT NOTC: CURB ANGLE TO BE GALVANIZED AFTER FABRICATION. F/NqL PAYQUANT/TY 1.SCY UNDER S/DEWALK ORA/N �'� ���"� �� Na SCALE . � - ��-.L�_o,..r�,s�; __— �.'L.___ s Q 3' UAR/ES 3' Q w w �—� w' T SECT/ON E—E NOTE CONCRETE SHALL BE CLASS B (5 SACKS PER CU YD.) NO COLOR/NG 9YALL BE AOOEU EXPANSION JOINTS SHALL BE EITHER (AJ %" TO % " PREMOLDED EXPANSION JO/NT FILLER PER SEC 5)->.12 OF /HE STANDARD SPECIFICATIONS OR (ef 2" DEEP SCORED JOINS (WEAKENED PLANE, EXTRUSION MACHINE ONLY) ,ETdNDARD DR/VEWAY APPROACH TYPE 'B" COMM£RC/AL STATroN NO SGLf ORNEWAY DEAN ORNEWAv LRT-TYPEAAND TYPE e LOCATpN STATroN ORNE APPROACHES ORNEWAY DEAN NATERIAL 00 (LT,Rt) "w" (Fn C Y. 'L" (FN W" (� C.Y. REDDANK ROAD 18' 2.22 A.C. FAIRFgXftOAD R' 1.22 q.C. FAIRFAXROAD itl 148 4' GONG. FAIRFAX ROAD T3 RT 2T _ 4' 30' CONC. AXROAD 3+)1�2a Ri DIRF IRFA%ROAD 8' FgIRFA%ROAD 1�6) X ROAD q.0 FAIRFAXROAD 34' 36) DIRT FAIRFAX ROAD FAIRFAXROAD FAIRFAXROAD 1p+9D�33 Ri FAIRFAXROAD i+0833 RT 10' t6) t+T588 RLT 2.41 o� FAIRFAXROAD 1Y 1.6) GIRT FAIRFAXROAD 2+1450 LT 1.6� DIRT ROAD 12+�,'6 RT - DiRT RT 04 D RT 13+31.58 RT 1.6) GIRT FAIRFA%ROAD FAIRFA%ROAD RLT 2tl 241 FAIRFAXROAD 15+0).3d 3.24 13' 25 _ FAIRFAXROAO 16' 2.04 RT FAIRFA%ROAD pIRT FAIRFA%ROAD 1T+]3.89 LT DIRT FAIRFA%ROAD 2]+65,03 RT A.C. FAIRFA%ROAD 2)+92,52 Ri DIRT FAIRFq%ROAD 26+8).53 Rt DIRT 29+30.]4 RT 12' Z.6) FAIRFAXROAD 50' 8'1012' 50' FAIRFAXROAp 3p+5T)4 RT 12' 1.6'1 4' 12' O6d GONC. FAIRFAXROAD 2.)e 4' 12' GONC. X ROAD 31+834 RF 1.89 DIRT 3z+s2T1 Rr olR1 FAIRFAXROAD 20' 2.41 DIRT FAIRFAX ROAD T+28 01 RT _ 30+19.84 RT dd.84 RT 2.09 pIRT DIRT RFAXRO�AOD 39.ep 9g RT RT xRogo 40+23.42 RT 4o+az.ls Rr oRr �mNc COUNTY OF KERN ROADS DEPARTMENT BAKER9lEID, CALIFORNIA FAIRFAX FROM BRUNDAGE LVdE ROAD TO REDBANX ROAD 1 5 s s o X -GUTTER MAYBE DELETED Z _ — — - lF ORA/NAGE FLOW GOES NOT � E MAILBG% �� TYPE A2-6 � CROSS ORIUE APPROACH = TaTlo EFi AtG T ¢uaNTrtv CURB k Lr� F 4 5 3+30 K L RIGHT" W L � W 6+y1 RIGHT 4X4 REDWOOD POST o f H MA B8W __ a'3o 3[A 5'tLsi 11a HT ¢ , bt'12 xcfzE�¢XAZSv-- /G 12" SFr BACKF/LL N%TH NAT!✓E 0� 16+49 LEFT P 1 MA IERIAL. HAND TAMP 17.85 LEFT 1 - 'e F � a6+41 HT 1 � .. .. 6" P.C.0 WHEEL CHA/R RAMPS �*18 H b SEE NOTE ! SEE NOTE > ry PLACED MONOVTHIC N9JH CURB RETURN 5 GALLON BUCKET WITH _ _ _ (SEE DETAILS THIS SHE£TJ — — 3T+15 RIGHT 5 SACK CONCRETE PROPERTY LINE PROPERTY LINE 3 91 RGHT G"r TYP/CAL MA/LBOX INSTALLAT/ON jjj -w" �: a 5.� �� _ -�zaP w � �=a1U1+�zc�� PLAN � � �x��:-cseE �4-��-e� -_ Na scue 4' H 3.' 12 BAT/£R 1�,-�,---�,—�S iIONE""wa✓EAwwoA oRNEW �2 2' /z" ®RAMP S6 N II .ran_r,Rn w.IFn .�.IFn M GROOV/NG DETA/L SECTION F—F SECT/ON G—G °O� No scaLc No scat No suLc afire• a.erw TYPE C OR/VE APPROACH az sono maa a�<. Na scALe __ 4zh �C VARIABLE HEIGHT CURB e (6" TO U i F l—_--.� eEcrN RAMP � NOTES: 022' ABO✓E F o /� 1. EXPANSION ✓0/NT MATERIAL (�/" PREMOLDEU ✓0/NT FJLLERJ �� '�` NO7F I Z w/ l5 REPUIREO AT ALL BCR S ECR S AND JOINTS EXCEPT 4 2 AT WEAKENED PCANE JOINTS OR CONSTRUCTION JOINTS. W� SCORE �0000000 2 WFAKENED PLANE JOINTS SHALL CONFORM TO ]NE PRONSIONS n � LINE ECR °O��°�°�° SCORE IN SECTION J3-105 OF ]HE STANDARD SPECIFICAT/ONS PATH INE C LINE 5/OEWALK EXCEPTION THAT ALL WEAKENED PLANE JOINTS SHALL BE SCORED A M/NIMUM DEPTH OF 1 % "AND SHALL BE CONSTRUCTED AT THE - (lF REDUIREDJ LOCA MONS SHOWN ON THE PLANS. 000�00000o i 3. COLD OR CONSTRUCTION JOINTS; lF DETERM/NEO NECESSARY BY O27' ABOVE FL' 5' RAMP o ( THE ENG/NEEP MAY BE CONSTRUCTED AT WEAKENED PLANE JOINT =DETECTABLE WARN/NG 5� LOCA (IONS WHEELCHA/R RAMP DETAIL AS EtJiIT ��A�d� CASE F RAMP - S� 3�-_ey.�°_e.� No saLE 01.E—s" M�E,o� � "" "•o- CCUNTY CF KERN CONSTRUCTION DETARS � ��� � 84, a �' ROADS DEPARTMENT a. FABu:Ax ROAD " ` E ,� � � �� wcE ���'� � o. � ON BRUNDAGE LANE TO REDHANE RO 1 I/�a �_ -- ,.E y��,v_ �? �,� BAKERSflEIA. CALIFORNIA ®a � � o�IF��+ " '...I' /h� IZI�'L ' MINOR CONCRETE TYPE A2-6 CURB ADJUSTWATER VALVES LST III -:III PART OF CURB RETURN TO BE B B LOCATION � STA�TpN QUANTITY I� CONS]RUCTEO AS PART OF-=_�LT'RT) Xx+ l � � CROSS GUTTER. CURB FACE TO 1T IT FA RFAXROAD 8+9 LT � A CURB RETURN TO BE / � BE CONSTRUCTED AS 0/RECTEO - - tq J FA ftFAx RogD e+i 4 LT 1 PART OF CROSS CUTTER �� 3 , / � BY THE ENGINEER FA RFax ROAD ia+B¢. LT a � � \ FAIRFAXROAD 2T+63.i3 RT 1 /��- / \�, � T T-AIRFAXROAD 2T+8 _ RT _ 1 --- '- � -' FA RFAX RogD ?4+T2.M RT �� _--- I 1 'ADJUST FRAME AND VALVE COVERS - -- — --- AT LOCATONS AS DIRECTED BY hIE ENGINEER ___ _____ sgwcur TOTAL NumaeR of vALves=l `J J FRAME ANO CO UER WEAKENED PLANE JOINT 1 �� WEAKENED PLANE JOINT Br ✓ARIABLE BSI PLAN NO SCALE N2"-O' 1'-O" �^ 4 � F GRADE 2" J_" � - — SECT/ON H -H SECT/ON ✓-✓ NO SCALE NO SCALE CONCRETE CROSS ORA/N DETA/L NO SCALE NOTES.' 1. EXPANSION JOINT MATERIAL (/q" PREMOLOEO JOINT FICLERf IS REOUIFED AT ALL BCRS ECR"S, AND JOINTS EXCEPT AT WEAKENED PLANE JOINTS OR CONSTRUCTION JOINTS. 2. WEAKENED PLANE JOINTS SHALL CONFORM TO THE PRONSIONS IN SECTION ]3-1.05 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPPON THAT ALL WEAKENED PLANE JOINTS SHALL 8E SCORED A MlN/MUAI DEPTH OF > %' AND SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLANS. 3. COLD OR CONSTRUCPON JOINTS lF DETERMINED NECESSARY BY THE ENGINEER MAY B£ CONSTRUCT£O AT WEAKENED PLANE JOINT LOCATIONS. CRETE CROSS DRAWS CONCRETE (C. v.) FAIRFAX ROAD AT MAYFAIR COURT aYQUANT/TY SURFACING ,.�,.Af ANO GOKR IN ACCQROANCE kflH THE PRONSIONS /N SECTION IS -105, "4ECG4VSTRUCIION; GF ]NE STANDARD �� SPEGHCTIM✓5 EXISPNG RISER SECT/ON B—B ADJUST FRAME AND VALVE COVER DETA/L NO SG[E 1 //z' 6" 14" rR=>/1' R=1�^ TYPE A2-6 CURB NO SCn[E B.� 5""-O" �pX 1 2' AZ -6 CURB SLOPE 1/4" PfR FT. _ s _T MqX 4" STANDARD S/DEWALK DETA/L AS SEJILT P�.AI�iS No scar =. sWL�::rf_a_. -� �---u CWNTY aF KERw CONSTRUCTION DRTAIIS � e_Po" ROADS DEPARTMENT ,. FAIRFAx ROAD °"`1"17 BAKERSFIELD, CAUFGRNIA o a FROM BRUNDAG6 LANE TO RfiDBANH ROAD ^ �j'4 TOi 1 f/z' � curre Aac c sEE R=f/4" DETAIL THIS SHEET s NORMAL 'o CURB fLOWiINf INLET R=3" 1" X >G" SUPPORT BIXT NITH HEX NUTS (SEE NOTES /4 & j5J DETAIL B NO SCALE 3 1/2" X 3 1/2" X 1/2" CURB ANGLC, LENGTH = W-6" r-1/2" X 6" ANCHOR �-1 1/B" H HOLE WHEN SUPPORT BOL r is REouIRFD CURB ANGLE DETAIL NO SCALE - OCOkF MTH TIW%f"X34-10 ST£ELU� ASOCKET �T SY.WEXS, YTS � 1£ CURB OPENING � FLnNGE sEE DETAa e PPRU�AI£ N�E]OGHmTE30� PWMNPS�.SEHEANC]£ g] T� SEE DETAIL A FOR REINFORCING AROUND PIPE - STA�MES TYPE "A"MINOR STRUCTURE DATA 3 �4®B CURB OPENMG PME — OUTLET 399% NE 6.0 6.6 6.85 3.82 -GBB6E ®, ��� 2. IFN/A. -f �6 - - T� - OCOkF MTH TIW%f"X34-10 ST£ELU� ASOCKET �T SY.WEXS, YTS � 1£ CURB OPENING � FLnNGE sEE DETAa e PPRU�AI£ N�E]OGHmTE30� PWMNPS�.SEHEANC]£ g] T� SEE DETAIL A FOR REINFORCING AROUND PIPE PLAN NO SCALf J / \ f4 TOT. 4 �O� DE\ -TA A NO SCALE TYPE ':4 " M/NOR STRUCTURE NO SCALE 1/4" PER FOOT T 4 1/2 5, LIMITS OF AGGREGA LIMITS Of RELA]11�F -ROUNDED`R=WALL 2 LIMITS OF THI�wNFc RELATI✓E FLOVKINE t1 ,--�- . - a .� e 0 sEcrioN c -c NO SCALE 1 ALL C(WCREIE SHALL BE MINOR CONCRETE. 2 WAU RfINF04GNG NOT R£W/RLD WHEN H = 8' OR LESS ANB THE IMSUPPORT£B LENGl4 LY ALL WAL(5 = Y GA LESS WALLS EXLCEO/NG EITHER UMIT WAIL BE Rf]NFORC9J M9M j4 BARS AT >8" CEN]£RS PLACED 1 >/1" CLEAR TO /NSYDE O,` BOX UNLESS OIHERMSE WOWV. J GALVANIZING -SEE STANDARD SPECIFICATIONS OR SPECIAL PRONSIONS 4. SUPPORJ BOLTS GNALL BE INSTALLED NNEN W EXCEEDS B' AND SHALL BE FGUALLY SPACED AT NOT MORE THAN J' 5. WHEN STRUCTURE/B LOCATED WIHIN CURB RENRfl, ]HE CURB ANGLE SHALL BE FABRICATED /N L'HORU SECTIONS OF EW [LENGTH NOT TO EXCEED 4' W/H ONE SUPPORT BOLT AT EAG1 ANCLE PO/N1: WHEN W = 5" OR LESS THE CURB ANGLE MAY BE FABR/CA]£O 51RA/CHT 6 T = 6" WNEN H = B' OR LESS ANO 1H£ UNSUPPCRTEB LENGTH OF ALL WALLS = ]" OR LESS. WALLS EXCEEDING El]NER LIMIT SHALL HAIf T = B" LOCA]ION OF FRAME ANO COb£R TO BE DETERMINED BY THE ENciNEE,e & PRECAST AL IERNAI1 vE lS OP]lONAL. SEE SECTION 51-1.02 OF STANDARD SPECIE/CARONS X1285— __. �. f U. �. COUNTY OF KERN ROADS DEPARTMENT BAKERSFIELD, CAIIFORNIA CUT -fxlsHng SL�faae REDBANK ROAD TRENCH SECTION NO SCALE R#<89998 Y'S3�AN4 `fly --- CONSTRUCTION DETADS eO�` fy`f.`a "" FARLFAX ROAD s�EC. �o. FROM BRUNDAGE LANE TO REDBANK ROAD 1 8 - STA�MES ��HNI 3 �4®B � 3 _ — ®, ��� 2. IFN/A. -f �6 - - T� PLAN NO SCALf J / \ f4 TOT. 4 �O� DE\ -TA A NO SCALE TYPE ':4 " M/NOR STRUCTURE NO SCALE 1/4" PER FOOT T 4 1/2 5, LIMITS OF AGGREGA LIMITS Of RELA]11�F -ROUNDED`R=WALL 2 LIMITS OF THI�wNFc RELATI✓E FLOVKINE t1 ,--�- . - a .� e 0 sEcrioN c -c NO SCALE 1 ALL C(WCREIE SHALL BE MINOR CONCRETE. 2 WAU RfINF04GNG NOT R£W/RLD WHEN H = 8' OR LESS ANB THE IMSUPPORT£B LENGl4 LY ALL WAL(5 = Y GA LESS WALLS EXLCEO/NG EITHER UMIT WAIL BE Rf]NFORC9J M9M j4 BARS AT >8" CEN]£RS PLACED 1 >/1" CLEAR TO /NSYDE O,` BOX UNLESS OIHERMSE WOWV. J GALVANIZING -SEE STANDARD SPECIFICATIONS OR SPECIAL PRONSIONS 4. SUPPORJ BOLTS GNALL BE INSTALLED NNEN W EXCEEDS B' AND SHALL BE FGUALLY SPACED AT NOT MORE THAN J' 5. WHEN STRUCTURE/B LOCATED WIHIN CURB RENRfl, ]HE CURB ANGLE SHALL BE FABRICATED /N L'HORU SECTIONS OF EW [LENGTH NOT TO EXCEED 4' W/H ONE SUPPORT BOLT AT EAG1 ANCLE PO/N1: WHEN W = 5" OR LESS THE CURB ANGLE MAY BE FABR/CA]£O 51RA/CHT 6 T = 6" WNEN H = B' OR LESS ANO 1H£ UNSUPPCRTEB LENGTH OF ALL WALLS = ]" OR LESS. WALLS EXCEEDING El]NER LIMIT SHALL HAIf T = B" LOCA]ION OF FRAME ANO COb£R TO BE DETERMINED BY THE ENciNEE,e & PRECAST AL IERNAI1 vE lS OP]lONAL. SEE SECTION 51-1.02 OF STANDARD SPECIE/CARONS X1285— __. �. f U. �. COUNTY OF KERN ROADS DEPARTMENT BAKERSFIELD, CAIIFORNIA CUT -fxlsHng SL�faae REDBANK ROAD TRENCH SECTION NO SCALE R#<89998 Y'S3�AN4 `fly --- CONSTRUCTION DETADS eO�` fy`f.`a "" FARLFAX ROAD s�EC. �o. FROM BRUNDAGE LANE TO REDBANK ROAD 1 8 �6 ®B� ffi®4— A SECT/ON A -A NO SCALE �B /\ �¢4 TOTAL 4 { 0.�� DETAIL A NO SCALE 3'—G' X 3' -6° - CONCRETE PAD 5£E DETAIL A -- FOR REINFORCING AROUND PIPE I� ¢ELEVATION 2 ElereHm � TYPE 'B" MINOR STRUCTURE NO SCALE TYPE "B"MINOR STRUCTURE DATA A T T i 1 �� I 1 �� _ + — � � �.I J- ` � _�$ � _ ��- I m A �;...� OURET 1 REOBANK 5' 5' 8.12' - 398.]5 -I __-I - - /\ �¢4 TOTAL 4 { 0.�� DETAIL A NO SCALE 3'—G' X 3' -6° - CONCRETE PAD 5£E DETAIL A -- FOR REINFORCING AROUND PIPE I� ¢ELEVATION 2 ElereHm � TYPE 'B" MINOR STRUCTURE NO SCALE TYPE "B"MINOR STRUCTURE DATA POF BOX ELEVATION L.Y. CONC. PIPE FL ELEVATION INLET OURET 1 REOBANK 5' 5' 8.12' 4W.8] 398.]5 TRAFf]C FRAME ANB CO ✓ER MACHINFO TO F/T COVER TO HAVE RADIAL BLOCK TREAD, AND LETTERED STORM GRAIN" FRAME TO HAVE. FLANGE GOWN APPROX/MAT£ WEIGHT -4Z5 POUNDS SEE NOTE g5 FUNDED, R=WALL THICKNESS //�_�\ / � \ �� a � SECTION B -B NO SCALE COUNtt OF KERN ROADS DEPARTMENT BAKERSFIEID, CALIFORNIA ADJUSTMENT RINGS NOTES: ]. ALL LWJCRETE SHALL BE M/NOR CONCRETE. 2. WALL RE/NFORC/NG NOT REOU/RED WHEN H=8' OR LESS ANO THE UNSUPPGRTFB LENCIH OF ALL WALLS = ]' OR LESS WALLS EXCEEDING FJIHER UMIT SHALL 8E RFJNFORC£D WTH g4 BARS AT 1B" CENTERS PLACED 1 �z" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN. 3. GACVANIZINC -SEE STANDARD SPECIFICATIONS OR SPECIAL PRONSYONS 4, T=6" WHEN H=8' OR LE55 AND THE UNSUPPOR]£D LENGTH OF ALL WALLS= Y GR LE55. WALLS EXCEED/NG EHHER LIMIT SHALL HA UE T=8" 5. LOCATION OF FRAME AND COII cR TO BE DETERMINED BY ]HE ENG/NEER. 6. PRECAST AL IERNATIVE /S OPTIONAL. SEE SEC1/0N 51-102 OF STANDARD SPECIFICA (IONS CONSTRUCTION DRTAIIS ----' FAIRFAX ROAD s,E�.o. FROM BRUNDAGE LINE TO RRDBANK ROAD 9 cr21 ®' _' '�� - I —__ __ �� ,�� �� �� � n>��� �. r=� ��� — ___ STRIPING REMOVAL DETAIL LIMITS OF REMWq gREA SQ 31 1]i00-ZSH# 102 21 15+08-1JaW 128 38A LGOB-1660 203 CROSSWALK 50'30-5050 60 NPE IV ARROW 4EACH 60 _- TOTAL 5535QR ,. � ,., � r � �� a r Walz r r � i� I _, S� 3 � �' -- + _ FAIRFAX ROAD - i0B W � �� ,�L <� mai __ � � �., r,'. LEGEND – STRIPING a� in � smiawc oerni� xuuam aEx cA�1Ru.s sro auxs rJ s.ov aEx cu.xnxs sro Pux azno mE iv C9 xixc- aEa aninarvs sro aury nzm tno3wnik xx caLmarvs srnrvoN+o aux nPaE L scnooL EFEFCamnN55m PxnxZA2ao <O NmE xi Eatrz w aEx cuma.sopso aux nPan 7 � 1 � � e -iff- w e, FADiFAX ROAD v � a i. u --- -- _- - _ „_ � a 5 �.� IR2184 ®-1 COUNtt OF KERN ROADS DEPARTMENT BAKERSFIELD, CAl1FORNiA LK I W�I N'. _- - __. _ ION �W _� p I � zW -. _ Jx a�� y '- � N AS F3UItT PLAN on.— sLl�--_ SIJI'FLElVIENTAL � FINAL STRIPING AND SIGNAGE PLAN � aaa. ae FAGtFAX ROAD s�E� FROG REDBANK ROAD TO BRUNDAGR LANE oFzl A –�l2\° ,- ,, w� -- >� mW _- _ -- -- n° O O a. --___ __ -... � —: ,. � ,., � r � �� a r Walz r r � i� I _, S� 3 � �' -- + _ FAIRFAX ROAD - i0B W � �� ,�L <� mai __ � � �., r,'. LEGEND – STRIPING a� in � smiawc oerni� xuuam aEx cA�1Ru.s sro auxs rJ s.ov aEx cu.xnxs sro Pux azno mE iv C9 xixc- aEa aninarvs sro aury nzm tno3wnik xx caLmarvs srnrvoN+o aux nPaE L scnooL EFEFCamnN55m PxnxZA2ao <O NmE xi Eatrz w aEx cuma.sopso aux nPan 7 � 1 � � e -iff- w e, FADiFAX ROAD v � a i. u --- -- _- - _ „_ � a 5 �.� IR2184 ®-1 COUNtt OF KERN ROADS DEPARTMENT BAKERSFIELD, CAl1FORNiA LK I W�I N'. _- - __. _ ION �W _� p I � zW -. _ Jx a�� y '- � N AS F3UItT PLAN on.— sLl�--_ SIJI'FLElVIENTAL � FINAL STRIPING AND SIGNAGE PLAN � aaa. ae FAGtFAX ROAD s�E� FROG REDBANK ROAD TO BRUNDAGR LANE oFzl A –�l2\° __ --__ � — r -�: �('- y - - k 0' -- - - ____ - - � s FAIRFAX ROAD ___ "� - � � x is a �c �, �•� __ -.� - _--- T- v .. E. a mzlaa ,., _., _ _ Fo _ �y'a �v � o - � 0 0 � ,u _t. __. _____ _ _ aU _- ___ ______._ �--.�. -r.� - � Zm _.x _ �. _ _. � __-__ xw -_. - __-. _. ___- - Uw ^� � � ¢ w � O � LEGEND - STRIPING w FAIRFAX ROAD C smr vEx cu.mnns sm aux L xiuc vrn u�mu+s sro aux az.o ,, me �� ___ � -_ ___ Q Eacapc caosswux aex cum�ns n>xo,uo auu nsa� © saooL �wn�+ssro aNua -- - - ____ - - � s FAIRFAX ROAD ___ "� - � � x is a �c �, �•� __ -.� - _--- T- v .. E. a mzlaa ,., _., _ _ Fo _ �y'a �v � o - � 0 0 � ,u _t. __. _____ _ _ aU _- ___ ______._ �--.�. -r.� - � Zm _.x _ �. _ _. � __-__ xw -_. - __-. _. ___- - Uw ^� � � ¢ w � O � LEGEND - STRIPING svinxo oew� xuuem acx an�mnHs no vuus C smr vEx cu.mnns sm aux L xiuc vrn u�mu+s sro aux az.o ,, me �� Eacapc caosswux aex cum�ns n>xo,uo auu nsa� © saooL �wn�+ssro aNua nzm COUNTY OF KERN ROADS DEPARTMENT BAKERSFlELD.CAIJFORNIA AS 9UlLT ��ANS SUPPL�NdENTAL — FINAL STRIPING AND SIGNAGE PLAN "" a. FAIIiFAK ROAD „E� _m e_ FROIA REDBANK ROAD TO BRUNDAGE LANE COUNTY OF KERN ROADS DEPARTMENT BAKER$IELD, CALIFORNIA FYf1� •,I• •�:I ,I•.