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HomeMy WebLinkAbout6.1-1669REVIEWED BY: VISTA RIDGE DRIVE TO WHITE LAN E t iiiiiiiiiiiiijillllll111111111000 TRAFFIC ENGINEER., CITY OF BAKERSFIELD DATE REVIEWED B Y: z1z,4, t4 V ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS, THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. p Q MING AVENUE DRIVEWAY O FLO WLI N E BCR- BEGIN CURB RETURN w w P1- POINT OF INTERSECTION J 2 L~j,J � BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- Z EVC- END VERTICAL CURVE � � � WHITE LANE POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- Q N- THIS SHEET m a CONCRETE MONUMENT w W W I.LU LION � LED STREET LIGHT CAMPUS m PARK PROJECT �R1VE I BoITNOUSE SITE � , DRIVE SOUTHERN PACIFIC I � RAILROAD -r n n n -r c-1 n n W 0 PANAMA LANE J O VICINITY MAP NO SCALE McColl CL- CEN TE R LI N E DWY- DRIVEWAY FL- FLO WLI N E BCR- BEGIN CURB RETURN ECR- END CURB RETURN P1- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT N- THIS SHEET EP- EDGE OF PAVEMENT PHASE 4 MATERIALS LIST PHASE 4 ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET 814 L.F. 0.45' A.C. /0.55' A.B. 159000 S.F. 6" CURB AND GUTTER 846 L.F. 6" THICK DRIVE APPROACH 600 S. F. TYPE "M" MEDIAN CURB 301 L. F. METRO STREET NAME SIGNS 1 EA. TRAFFIC CONTROL SIGNS 8 EA. SAW CUT 1,215 L.F. STRIPING 19288 L.F. TRAFFIC SIGNAL INTERCONNECT 844 L.F. LED STREET LIGHTS 2 EA. NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UNTIL DEVELOPMENT OF ADJACENT PARCELS. SHEET No. IN DEX CD TITLE SHEET ' CD GENERAL NOTES &DETAILS Q E-' m OMITTED Cj) BUENA VISTA ROAD PLAN &PROFILE PHASES 3 & 4 STATION 36 +05 TO 49 +00 Cj) OMITTED (1) OMITTED CD BUENA VISTA ROAD STRIPING & SIGNAGE PLAN PHASES 3 & 4 O EXISTING MONUMENT r tL1 00 , r 1 R -2 ZONING O c� 1 �� PHASE 2 w LL� 1 i cn 0 1cnS iQ Z �m PG8 EL- 1- U- V- 0 0. C) Q W O ca HOW~ 000� zi„��Z Wz0WQ r tWcaujCWOI..Lu '� O w LLJ J m CL M (L � =p WIN cr) U) cn CZj) > LL U) m v O 0Z �H� L wCC Z oer ca uj �,- `0 2w-z`� W =0 W :w F 0�- I.- �xv? tN ` W cci M CK w Z F- �ii V O W M j V w L-Li 0a Q� = =Z oz -z W o AL W = m 0 cr�w�°wW az LL zzpCL0- z �� c/) tj m CD a- Ova Bpd cj) 3 J WW ly z ! =t= fe o v)=zd i-W za Q N w LLit.�HaZWp 0� W •� � C3 o� m CO) O W cu O 0 zip V3J0z> Z .r Uj 00 w i- Q Ir W i-- ° N 0. UNDERGROUND SERVICE ALERT 0 x Z � W W th r a g a ° w s (0 OF SOUThERN CALIFORNIA ¢ W c, Z=00 w � o u- - �■--" N cfl � � c� w o Z 00 z ca o W aLV w WF N a9cr>>'Q w O cA�mZO I Z,�W��M � 6 Wis~- p Zp=C,)t wx OWE 3:: O = >a a' •> p�Ww m 0 !— pWW��F =� >• }W�Z���Qtl� wWZ� a Q WZ 'a> uJ uJ CO M uJ p w Z a a � DIAL TOLL FREE 1- 800 -227 -2600 M (n w AT LEAST TWO DAYS BEFORE YOU DIG w W a m W z o° Q 0- . OW�Wp� =� LLi mC3 � V �_ W �W� z L4 U • ZOO WOL�.W maZ� ED Q V- Z - N - W H W z � . �- RT 535 B �QQ w w �. TOIL. Z o O M B..8':, .148 W u . Z m .. : H L G) 5: H O G L M �,,� .. I--� p� Q W W m x Z J w U z woV2p@ ° °Q d. z ~ m MzZ mw �— w w Q a-Y VAO W W Z030Z �- � P`HASE 3 PHASE 3 — 'A N t`. W y.. Z 0 W _ _ .,, w~ LL 0�S Optl� OC ° Q NORTHEAST CORNER LL. W W 0 M o F I W U. a® a O OpVm SEC. 13, T. 30 S., to w R. 26 E, END CL - W O ER i,,,,, M �- ENE �wcnW O o G bi STATION 62+ 79.83 m I Q op� UV� vWWj Z TEMP SUMP Y =Q w � p Q V 00J ... �- Q c%) z O 0 � A O .. W m— SZ =a can Q G.. ME:FIAL OZ�"�� -j W t—� I1`E o <t W - , o � i o M VJ � � w� � W y Z � p PM 4099 L1J wV -Zm Q m Z M }- 0: M Q Q Z P.M. BK. 18, PG. z0 F woo w 120 0 D TEMP SUMP ti m � o-w� o���o WoacZ�a�'.'�c� W A � W W)- OWW���W AaF0 1 Il t� I IjQ �s iQ z im mv�;� rwx4r YVl4Y TRACT 4861 M.B. 37, PG. 124 -OLTIE TRACT 5135 -B M.B. 38, PG. 148 3 P KAM, 4 O I I ' FGEN Q E-' ' SHEET INDEX NUMBER cn I -- DIRECTION OF DRAINAGE I z O EXISTING MONUMENT COMMERCIAL W Im m CONCRETE MONUMENT W W I.LU LION � LED STREET LIGHT cn AY ; I � , I R -2 ZONING -r n n n -r c-1 n n SOUTHERN PACIFI RAILROAD SOUTH EAST CORNER SEC. 13, T. 30 S. , R. 26 E., BEGIN CL STATION 10 +00 J CL .r- 0 3 00 j (D W V) 0 Q z w m N � z N O 3 W N DATE 11/27/2013 PA JOB No. 12 -2642 / SHEET 0 a E N d- N / OF 7 SHEETS - I - tGo ---18' f d TEX. 0 R MAINENT ^ Q MATCH EX. EP g v EX. R/W � 24 �-- CURB & GUTTER 30 � ED TO FACILITATE DWY, CONSTRUCTION EX, PAVEMENT TO REMAIN EX, PAVEMENT MATCH EX. EP TO REMAIN 10' EX, PAVEMENT MATCH EX, TO BE REMOVED AND PAVEMENT N ° REPLACED WITH 0.20' ' EX. R/W A.C. OVER 0.40' CL. 2 A.B. OVER 1.00' NAT. GROUND COMPACTED TO 95 MAX, DENSITY CURB & GUTTER 'J EX. PAVEMENT TO BE REMOVED DRIVEWAY DETAIL "A" z SCALE; 1 " =20' -24'f EX. PAVEMENT Go TO REMAIN wo M J '.- -MATCH EX. PAVEMENT t V 24'! 30' 10' EX. PAVEMENT TO BE REMOVED AND ° REPLACED WITH 0.20' A.C. OVER 0.40' CL, 2 A.B. OVER 1.00' NAT, GROUND COMPACTED TO 95% MAX. DENSITY EX, PAVEMENT TO BE REMOVED DRIVEWAY DETAIL "B" -z� SCALE: 1 " =20' SEE BAY TAPER DATA No. 1 s i JW w CL 01< to Zm co 0Z N �W o� CONSTRUCTION NOTES LEGEND OR + J V 0}C TANGENT J W FLOWLINE STATION 0:. E EXISTING OVERHEAD UTILITY LINE 2 OWp 0 CENTERLINE STA110NING 0. Q °o F- EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE E XJS r1JNJ G D OR 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. o z EX. UTILITY POLES - COL.) EXISTING U11UTY PALE -�� � - EXISTING WATER LINE co F= i3 w W c0 Q DWG, EXISTING UTILITY BOX, TYP. (SIZE VARIES) m D ai Z t m R c C'4 W w W� W) 0 � x NWW 0 0Z EXISTING WATER OR WHARF HYDRANT � � ,n CAMPUS PARK to Q oU= ° � 0 C.O.B. CITY OF BAKERSFIELD DRIVE - - -� - - +tea co Q w + 00 M -� M o +Z �' 0 q* 0 EXISTING STORM DRAIN MAIN LT LEFT (n m x �x EXISTING EDGE OF PAVEMENT RT ---46' � T o D CONSTRUCT SURVEY MONUMENT ENCASEMENT #d W N W W PER C.O.B. STD, D1AIG. ST -13. - -E- - EXISTING PG &E UNDERGROUND ELECTRICAL LINE z r I ± x cn EXISTING PG &E GAS MAIN + INSTALL STREET NAME SIGN PER CITY STANDARDS. tn= < 00:c D F_ W?� �(OwZ�I x m 0 � m o z -<9- INSTALL LED STREET LIGHT PER C.O.B. STO, DWG. ST -14 W Q c00 �Qa D Ol- ° >�= p Q 2 i o J �? U - EX, R/W PER DOC, No, 0207058433, tai Q a CONSTRUCT 6" CURB do GUTTER PER C.O.B. STD, DWG. ST -1. c ~ - a -' I F D v 0. R. .9. - 5 o Xz L `� I L L N EX, EP PER C,O,B. ux L O -� . . . . . . . . . SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING . . . . . CENTERLINE FROM STA . . . . . . . . . . . . . . . . . . . . . . . . . . . 37408, 6� TO 42457.68 �- STREET WIDENING F- z . . . . . . . . . . . . . . . . . o i V "ML-- . . . . . 35 i- L x x L L w t° PLANS REVISED 9/16/2012 Er x �? L 0 SEE BAY TAPER DATA No. 1 s i JW w CL 01< to Zm co 0Z N �W o� CONSTRUCTION NOTES LEGEND OR + EXISTING SIGN TANGENT FL FLOWLINE STATION 0:. E EXISTING OVERHEAD UTILITY LINE 2 CL CENTERLINE STA110NING F0 EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE E XJS r1JNJ G D OR 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ._._ E 1 EX. UTILITY POLES - COL.) EXISTING U11UTY PALE -�� � - EXISTING WATER LINE PROTECT IN PLACE 54.62' EXISTING SEWER MANHOLE DWG, EXISTING UTILITY BOX, TYP. (SIZE VARIES) m D EXISTING STORM DRAIN MANHOLE PHASE 3 'TELECOMMUNICATIONS R c C'4 W w W� W) 0 � EXISTING MANHOLE w �� 0 Q L I- w �.^ 0 <0 J i"' EXISTING WATER OR WHARF HYDRANT � � ,n o � to o cl) N - - RIGHT -OF -WAY. C.O.B. CITY OF BAKERSFIELD <( - - -� - - - EXISTING SEWER MAIN EX. EXISTING -� M o +Z �' 0 q* 0 EXISTING STORM DRAIN MAIN LT LEFT m x �x EXISTING EDGE OF PAVEMENT RT RIGHT � T EXISTING AT&T UNDERGROUND LINE D CONSTRUCT SURVEY MONUMENT ENCASEMENT #d W N W W PER C.O.B. STD, D1AIG. ST -13. - -E- - EXISTING PG &E UNDERGROUND ELECTRICAL LINE � Z W - -GA` - EXISTING PG &E GAS MAIN + INSTALL STREET NAME SIGN PER CITY STANDARDS. tn= < 00:c EXISTING TRAFFIC SIGNAL INTERCONNECT -<9- INSTALL LED STREET LIGHT PER C.O.B. STO, DWG. ST -14 c00 Q = (REFER TO STREET LIGHTING PLAN). ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT � CONSTRUCT 6" CURB do GUTTER PER C.O.B. STD, DWG. ST -1. D ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN EXISTING GROIWN© PROF /LE FROM 64 TO 48 I�YEST OF .9. - VIEW AND PROFILE STATIQNING IS BASED ON CENTERLINE DATA UNLESS m CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B. STD. 13; OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS. . . . DWG. ST -2 (DATED 6/2/1999) AND REPLACE A.C. PAVING TO . . . . . . . . . SEE LANDSCAPE PLAN & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING . . . . . CENTERLINE FROM STA . . . . . . . . . . . . . . . . . . . . . . . . . . . 37408, 6� TO 42457.68 CURB. . . . . . . . . . . . . . . . . . . . . . . . . . CONDUIT. . . . . . . . . . . . . . . . . . . . 48' WE -5 Of CENTERLINE . . . �2-1-57,6� . . . . . .FR.DM STS.. .TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 i- NOTE: CONSTRUCTION OF MULTI -USE TRAIL SHALL BE DEFERRED UN11L DEVELOPMENT OF ADJACENT PARCELS. PHASE 4 OZ - w =w ao SEE DRIVEWAY ~ � N ° °= N x DETAIL A L a- 0 LL_ m THIS SHEET I Q SQL CL X �Q x W�� co >_ (A Wm J I I 4� x - ' I L (3J REMOVE EXISTING A.C. DIKE. 0 SAWCUT TO NEAT, CLEAN VERTICAL FACE AND REMOVE EXISTING Q A.C. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CURVE TABLE 0. Q RADIUS J TANGENT w 0 0 c1 60.00" 50.17' 2 47.54'40 00 2.00' co E XJS r1JNJ G to F rA/,- r S U STAS r1 J1\1 ._._ E 1 EX. UTILITY POLES - TO REMAIN 38 +97,68 (4 TOTAL) TYPE PROTECT IN PLACE 54.62' � I I DWG, I m CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA c1 60.00" 50.17' 26.66' 47.54'40 C2 2.00' 1.62' 0.86' 46'23'16" w CASE "F" do w EX. ELECTRICAL :2 PANEL L w> EX. CELL Q BOXES 63.38' LT x °z EX. PG&E L Q VAULT E ._._ E 1 [1] 14 :f-% - EX. HIGH VOLTAGE BOX /-SEE DRIVEWAY DETAIL B THIS SHEET CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &PULL BOXES AT 400' MAX SPACING FROM CAMPUS PARK DRIVE TO MUSTANG WAY PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. (REFER TO UTILITY COMPOSITE PLAN BY OTHERS). SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB AND MOVE BOX BEHIND CURB. INSTALL MOWER RAMP IN MEDIAN CURB PER C.0.8. STD. DWG. N0. L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS. RELOCATE EXISTING UTILITY BOX OR RAISE TO GRADE AND INSTALL TRAFFIC RATED BOX AND LID AS REQUIRED BY UTILITY COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS. CONSTRUCT 0.75' OF GRAVEL OVER UNCOMPACTED NAIL GROUND, CONSTRUCT FINISHED GRAVEL SURFACE 0.20' ABOVE THE TOP OF ADJACENT FINISHED PAVING SURFACE FOR FARM ROAD INGRESS AND EGRESS PURPOSES. RELOCATE EXISTING UTILITY POLE. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER, RELOCATE EXISTING 1A POLE TO LOCATION SHOWN, CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DVIG, ST -2. AT&T SHALL RELOCATE SHALLOW AT &T CONDUIT TO ADEQUATE DEPTH FROM STATION 42 +50 TO 60 +00 PER AT&T PLANS AND AS DIRECTED BY C.O.B. ENGINEER. GRIND A.C. 0.2' AND OVERLAY TURN POCKET TO ENSURE POSITIVE CROSS SLOP CONTRACTOR SHALL RELOCATE SHALLOW 16" WATER MAIN TO ADEQUATE DEPTH COORDINATE WITH CITY OF BAKERSFIELD WATER RESOURCES DEPT. [11 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A &B EX, EP PER C, O. B. STREET WIDENING PLANS REVISED 9/16/2012 EX, R/W PER DOC, No. 020 7058433, O.R. ,,,--EX. 34" PG&E GAS PIPELINE l &, AA fm w � pW�� Waf!! IW- W Q ca z 8 z w m W W W M J F g_� Z 0 o. v� p Z gEw i2 co w� ��" O �O f2 z cd Wcz = " m zW 4JLL'J -_ 2 LLI W U) W � w =oc� W�V�G�O ©Zv w a8 _w r;�z � Oa R �iE =Z � W -Z a O Ca�LL• Uz > mtW ul he zu'au'a �U t� z 0 p n U� z � W Ic QW __ I.LF- aZWQEf1 a0��°CWZV z°° �'°oa w z0WW2V -� Z�WS - w8z =.0°z us- z a'QW z U)0_ °W m '�W Wit W W O IL mw wvm?o mwi°� WWocn oJ� Q MY� cl�= w0 O C� � x � W> J 1 0 a U .> �.z Q W W L" R. W 0W etW�L W w � � W W w Q ��CL � STATION CASE "F" do "CM ". 38 +07,68 i8 CONSTRUCT 6" THICK GRAVEL AT SUMP AS SHOWN. t<9 OMITTED 38 +27,68 63.38' LT CONSTRUCT TEMPORARY SUMP AS SHOWN. �j CONSTRUCT TYPE M -1 TACK -ON AND DOWEL MEDIAN CURB PER 38 +8768 PROPOSED C.O.B. STD, DWG, ST -2 (DATED 6/2/1999). 38 +97,68 CONSTRUCT TYPE 'A' CATCH BASIN ON GRADE NTH 5.5' WIDE OPENING PER 54.62' C.O.B. STD, DWG, N0, D -14 LT 39 +27.68 54.00' PHASE 3 EX, EP PER C, O. B. STREET WIDENING PLANS REVISED 9/16/2012 EX, R/W PER DOC, No. 020 7058433, O.R. ,,,--EX. 34" PG&E GAS PIPELINE l &, AA fm w � pW�� Waf!! IW- W Q ca z 8 z w m W W W M J F g_� Z 0 o. v� p Z gEw i2 co w� ��" O �O f2 z cd Wcz = " m zW 4JLL'J -_ 2 LLI W U) W � w =oc� W�V�G�O ©Zv w a8 _w r;�z � Oa R �iE =Z � W -Z a O Ca�LL• Uz > mtW ul he zu'au'a �U t� z 0 p n U� z � W Ic QW __ I.LF- aZWQEf1 a0��°CWZV z°° �'°oa w z0WW2V -� Z�WS - w8z =.0°z us- z a'QW z U)0_ °W m '�W Wit W W O IL mw wvm?o mwi°� WWocn oJ� Q MY� cl�= w0 O C� � x � W> J 1 0 a U .> �.z Q W W L" R. W 0W etW�L W w � � W W w Q ��CL � STATION OFFSET CL TO FROM FL 38 +07,68 64.00' LT 38+17,68 63.84' LT 38 +27,68 63.38' LT 38+37s68, 62, 59' LT 38 +47468 61.50' LT 38 +8768 56.50' LT 38 +97,68 55.41' LT 39+07,68 54.62' LT 39 +17.68 54.16' LT 39 +27.68 54.00' LT STATION OFFSET FROM CL TO FL 38 +07.68 Z 38+17,6 8 8.68' R T 38 +27,68 ' RT 38 +37,68 U) 38+47,68 4,001 gT 38+87.68 ' LT 38 +97.68 ' LT 39 +07,68 ' LT 39 +17,68 10.68' LT 39 +27.68 11,00, PHASES 3 & 4 STATION 36 +05 TO 49 +00 CONSTRUCT 0.45' A.C. PAVING OVER 0.55' CRUSHED AGGREGATE BASE OVER 1.50' NAT. GRD. COMPACTED TO 95X MAX. DENSITY TI =9 R =58 (PER C.O.B. WIDENING PLAN) z�- HORIZONTAL: 1 " =50' VERTICAL: l"=2* CONSTRUCT 39± L.F. 18" NOTE: CONTRACTOR SHALL NOTIFY PG &E AND CL -3 RCP w /RGJ POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITIES STORM DRAIN 0 0.11% PRIOR TO CONSTRUCTION., NOTIFY ENGINEER IF THERE ARE 18" INV SE= ANY DISCREPANCIES, CONTRACTOR SHALL MAINTAIN ONE 352,05 FOOT MINIMUM CLEARANCE ABOVE EX. GAS MAIN. SEE FULLER APARTMENT 18" INV NW= IF LESS THAN 1' OF PLANS FOR ON-SITE 352.10 COVER, CONTRACTOR STORM DRAIN SHALL COORDINATE WITH 3 PG &E & CITY TO CONSTRUCT CONCRETE SADDLE 5'f 46.80' ii W m W ZS� ~ m Z 120 BAY TAPER O a o a �'�t�ER M U) EX. 34 HIGH PRESSURE EX. UNDERGROUND GAS MAIN LO co -�-°` ON CURVE ? C r o r� F 5: W `-*= N ca ch Q > v� PG&E ELECTRICAL oo N >- U t''� -� V w r` d- to F- oo J W o �- �, i W . �LL cu a oo Q 0 z r- J. R c C'4 W w W� W) 0 �W .,_; c0 G) M cu o w �� 0 Q L I- w �.^ 0 <0 J i"' � � ,n o � to o cl) N w � •� o N"i STQRM o OO Z Z ,ZC/1 <( �' Q0 0 <( N CO 0 M `t >- c0 m 9 m � }' Q -� M o +Z �' 0 q* 0 0 N Q .. M T °D �� a. N.T.S. m x �x = a" Z Q Ca m 2 'Q � ao o o6 m 2� W N W W 00 co z OO c0 o � Z W CJ Z N U tn= < 00:c � C9 O m � Z N W c00 Q = tQ . +�- a. . �' �' o. m EXISTING GROIWN© PROF /LE FROM 64 TO 48 I�YEST OF .9. - .. :: + ................................... ............................... E- X/S•T/NG GROUND PROFILE AT .... . .. . . . . . 358.,q.T . . . . . . . . .EXIST /11�G •GROUND �°R•OF /L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CENTERLINE FROM STA . . . . . . . . . . . . . . . . . . . . . . . . . . . 37408, 6� TO 42457.68 . . .C+4 . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�. . . . . . . . . . . . . . . . . . . . . 48' WE -5 Of CENTERLINE . . . �2-1-57,6� . . . . . .FR.DM STS.. .TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 i- 64' lyEST DF Cl _N _.__ ....r ----- -._... .___ ___..z- -�--� - :: , ..;,... :!'� 55465.20 - _ _....�. . . . . . . . . . . . . ___ •- - _....._ . . . .�. __.__ _ _. -mom . . • . . . . . . _..r.,. r . . -- �"' . . . :. FROM STA. • 36 -k 00.00 TO - ,.- -- , •: .� ..�. _ �... __,_ ...., --.. ---- --- r - - • -- Ld • �� �~ +_ -- 0..2.0 356*0 . . . . . . . • . . . • . . . . • . . . . • . . . . .• . . . • . . . . .• . . .• . . ..• . .:...��• ..........:- .• � . . .."._' .�.� • . . . .� � • . ._"'_.. te• .r . ..�.� ..s . .• . . �.� .• . �..� . .��• . _ ..r. . . • .� �. . r . .�• . � . �.." .'�_ • . �.._ ..rte . -- • .�_ . s . • .. �•. . .�.� . . � ��� .rte• .... . .• . . . • . .. . . . . . ..• • • • . ... . .... . . . . ........ • .. . ... . . ... . . ..... . . .+ . . . . . . . . . ... . . . . . . .. J. . --- :- _._- -- f � _.y'""" . . . '�' 0.200. . . . . . . . • . . . . . . . *q Off � &� PAEA�/EI�IT . V . . 000 . . . +0.38�e . . . . . . . . . . . . . . . . . . . . . . EX/SMI; C. • EDGE 6F•PA IYEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . EX /S71NO C.0:8. EDGE OF . . �'R LE ' ' .� .5'f S`T'DF i�ZWMA&lvr / 3 W . _. __.. 41 - ' .+.p, 20ia PROF /LE 0 '37.5f *FST OF CENTERL /NE TO STA.17ON 42.f50.00 FROM STA776W 424 50. 00 TO - STAl7ON W 354:.�.a . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . • . . . • . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60f0�0 . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . 350 • . . . 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+0O NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FLOWLINE PROFILE FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER .WEST IF THERE ARE ANY DISCREPANCIES, ■ ii W m W ZS� ~ m Z - W W U CO) O a o a �'�t�ER M U) LO co -�-°` �= ? C r o r� F 5: W `-*= N ca ch Q > v� Q C/) �LL cu U) z Q R c C'4 W ui .,_; c0 G) M cu o z cl) N LLB ZM tll N CO Q 0 N 0 ui a p ii W m W ZS� ~ m - W W U CO) U. a o a �'�t�ER ♦c d co ui y � W z Z CD C) q � + J W CD ZQ o wpb+ 0 0 co F� LJ� > > a Hm� v CD W cn CO� as �z M Lij in I co 14- !2 3u>i N DATE 11/27/2013 PA JOB No. 12 -2642 v SHEET E =4 � OF 7 SHEETS ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, &RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010, 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC), 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING, ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4, ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010, 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVES EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFlELO PUBLIC WORKS DEPARTMENT. 7, STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE, 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9, ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MID — SECTION LINE STA. 36+00 „ R26(CA) R26(CA) NO PUBLIC ( ) �, TO 41 +75 � A mum,^w SIGN CODES YELLOW DIAMOND OBJECT MARKER OM1 -3 " OM2 -2V N TYPE II VERTICAL OBJECT MARKER OM4 -3 N RED DIAMOND OBJECT MARKER SNS N STREET NAME SIGN SNS -METRO N METRO STREET NAME SIGN R1 -1 N STOP SIGN R2 -1 N SPEED LIMIT R3 -5(R) N RIGHT TURN ONLY R4 -7 N DIVIDED ROAD R5 -1 N DO NOT ENTER R6 -1(R) N ONE WAY (RIGHT) R7 -9 N NO PARKING BIKE LANE R11 -2 ,.► ROAD CLOSED R26(CA) N NO PARKING ANYTIME R81(CA) N BIKE LANE R81A(CA) N BEGIN S4-3 N SCHOOL W1 -6 (R) ^# ONE- DIREC11ONAL LARGE ARROW SIGN (RIGHT) W1 -6 (L) N ONE - DIRECTIONAL LARGE ARROW SIGN (LEFT) W1-7 TWO - DI REC11 ON AL LARGE ARROW SIGN W3 -1 STOP AHEAD W3 -3 N SIGNAL AHEAD W9 -1 N RIGHT LANE ENDS W4 -2 MERGE W31(CA) END S1 -1 N CROSSING W16 -9p N AHEAD TYPE Q(CA) N CALIFORNIA WARNING SIGN-POST TYPE L -1(CA) N CALIFORNIA WARNING SIGN -POST TYPE N(CA) N CALIFORNIA WARNING SIGN - DIAMOND NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. PHASE 4 SNS -METRO SIGN LEGEND EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT /TRAFFIC SIGNAL POLE STANDARD. Q RELOCATE EXISTING SIGN. �.. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). REMOVE EXISTING SIGN (SALVAGE TO OWNER). -� SIGN. SIGNS SHALL BE LOCATED PER C.O.B. STD. DWG. T -1 OR AS DIRECTED BY CITY ENGINEER UNWRGROUND SERVICE ALERT IF SOUTHERN CALIFORNIA _ _♦_ ♦_._._._♦_._♦_ ♦_♦�•_._♦_♦_& DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST Two DAYS BEFORE YOU DIG B U E NA VISTA ROAD "PHASES 4 & 3" STA. 41 +75 CURB AND GUTTER TO 44 +50 P6VEMENT DELINEATION LEGEND " W LL w � � W _ F- m� W 0� WU 0Z W O W W 00 W AND A20D. NUMBER IN INDICATES DETAIL NO. ON STANDARD PLAN. uj m Q J Q C, a _ - r O M M a +v a W o 0) U) W INSTALL 12 Z U. W U) HITE CROSSWALK LINE AS SHOWN. � y � � � m � � co c� �oz�cncr�_ INSTALL 12 ,, WHITE LIMIT LINE AS SHOWN. z W W ° Z m W z �- • wuj soW�6,wo a `j- F > -- N � Q > 0 CONFLICT WITH NEW CONSTRUCTION (TYPICAL). W z Z W _ o a.c O0'`�Z to 0� 5-c PAINT MEDIAN NOSES YELLOW z a o „ oINSTALL 12 WHITE CHEVRONS AS SHOWN (50# MAX O.C. • W � o o Q ) V) W W ZZ00 Z��� U) � a� C?�j Ova 0�pd .�C .Y INSTALL 12 YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) �, Z �- _ W W }. v vs � � oc iE INSTALL 12" WHITE DIAGONALS AS SHOWN (25# M AX 0. C. - _ c m )� - �azWdo� W CO UL �ocacn� W d? M 'L INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. — W a ca Z a� o INSTALL TYPE IV (L) WHITE ARROW CENTERED IN LANE AS SHOWN. W ° %2�60ow C N C6 a. to a cn Z .-. M �('�.W11JWV-� INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. � E 8E= o a z o N QWUWH Lou �QLL' F. CO �• ,� m '� " W ��ZW��c/?tnV � INSTALL BIKE LANE LEGEND AND ARROW AS SHOWN. _ z m t z 2 ff o ) L'j i W N cnW�1 W a. - 0 NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL ° o /� ..`WTw = CL w CL ■ VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. _ F c�cn°,,�'=5�a oa SHOULD CONDI11ONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE z _ V 5 W = ix u- W SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING, !� a c ='. � � - CC o�WW WZ2 W W J � > m Q��B L) W W W o W Q iE iE � . -3p INSTALL FLEXIBLE BASE CHANNELIZERS AT 25' O.C. AS SHOWN (REMOVE WITH PHASE 4) "GAS MARKER" EX, GAS MARKER SIGNS ` N ►IA AI arm a^ "N0 _PUBLIC PHASE 3 W1 -7 OM1 -3 ------------ - - - - -- ----------------- — --- - - - - -- - -- - - -- — -- ._ _ -------------------------------- - - - - -- ---- - - - - -_ - - - - - - - --. - "PHASE 3" INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP.) CONSTRUCT TYPE 3 BARRICADE WITH (2) OM4 -3 W31(CA) "BOLTHOUSE AD" i Q R26(CA) o 1 56 _. i 1 PHASE 3 N HORIZONTAL: 1 "=50' CONSTRUCT TYPE 3 BARRICADE NTH c2> oM4-3 W31(CA) R7 -9 � 0 MEDIAN (TYP.) INSTALL FLEXIBLE BASE CHANNELIZERS AT 50' O.C. AS SHOWN, (TYP) "GAS" R28(CA) L C.O.B. WATER WELL SI TE R26(CA R81 CA R81 A(CA) R81 (CA) N N 0 0 o e— 0 0 STA. 44+50 R2-1 J w TO 62 +00 " ___ ____..._.__- ______ =' - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - ... wwr«.. rs�r.,.-. raiaq-n. w-. ennx.... nnMn.. uien. n.- .r.mnn.wieaRxMn.naae�r».- .rsMro. 59 • �� ���y t� � ...........r m..._.,.._m_..«,.._m � .... ..- ..........._............. _.....�...... ... -+-_ _ �� ._ .n.rw.u.......,,,,r.«u..w.r.uv. ._... ..wr.w.uv._ww.uv..w n ry � EX STRIPING TYP R4-7 OM1 -3 Ll all OM1a -3 OM1 -3 MEDIAN TYP. R STA. 55 +60 REMOVED BY ,. EX. STRIPING, TYP,, TO 62 +00 PAVEMENT DEMO R6 -1 R .....- . ".....� w"- .._- .......�ww....._._�- �._._ -. ,�.:�� �- ��� � -� `` "'.�� `..�.. ............. m, �............" .....................................,»«..«...»........»..«..,....................,_._............_.....«.........,.... ..,...._.........._............ ...«..........«.,.+ nw.. wu..._....._ �.......«..«.... �.. w... r.... w.. w«... ww�w........... w...... e.....«.... o. m... ww..«._. .�.....,...._.........«..�...�. .....»...,.......... w..«............... M. .................�..��......... "".."...:..,.� �."�.h � +...._ `^ '..�.. ( ""'Z, 4 ��...� ."�. �.... ,��_y ..«.....«_....»»._ m....«............,._..« ................__...,...«,.,.,...«...,........«... ...........,..........,........ ��r` °.,.."` «...,......... �•:S �«. �,., «.....w..,..._....._....««..... _"'h...,.... �. .;fie....»...»..........,....... i} / 3 EX. IMPROVEMENTS (TYP-) l MUSTANG WAY -� HORIZONTAL: 1 " =50' WHITE LANE II w a 0 N ry LL I.V W m CL ? � m Gi W W w 9 U LL a. o a �\aEER y � P � W Z Q gz Zo�w Wa�z CD wC� > 06 Z W �?on 0 0 LdN 0 Cn w z co N 4 Z CD N 0 3 W N DATE 11/27/2013 N PA JOB No. 12 -2642 0 SHEET E 0 E i N d' cD N OF 7 SHEETS T N cn 3 _0 o0 0 0 LdN 0 Cn w z co N 4 Z CD N 0 3 W N DATE 11/27/2013 N PA JOB No. 12 -2642 0 SHEET E 0 E i N d' cD N OF 7 SHEETS