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HomeMy WebLinkAboutP8K006_SIGNAL_MEDIANMODAT_TRUXTUNAND_S_T_STREETS_PG1 ° D 0 0 LIST OF DRA WINGS SHEE T 1 T! TL E SHEE SHEET 2 MEDIAN MODIFICATION, CRrS SECTIONS SHEET 3 TRAFFIC SIGNAL SHEFT 4 STRIPING PLAN. DE-TAIL` ` TRAFFIC SIGNAL AND LIGHTI) aHTING SYSTEM Q SA INSTALLA TION AND MEDIAN ISLAND MOD MODIFICA TIONS ON SAN FRANCISCO N ►ND "T" STREETS FRESNO CAL TRANS 1992 RUXTUN A VENUE AT "S" AND Z STANDARD PLANS j LOS ANGELES ES-1 A ES--,5E ES-65 T-12 A24F ES-1B ES-4B f - f>' T 1, A' 4A SAN DIEGO Q [-S-2C ES-58 T-14 A;'4r~ L-=-2E ES-5C ES-10 A20A A24E STATE OF CALIFORNIA 0 z ~~VJ E>- . A ES-5E ES- 11 A208 z r' -3C FS-6A ES-13 A2 1'c, ' r~O~UMBUS A2f~17 WESI l.G_uM~JJ ES-~C FS- E'R ;D E5-bRA 1 - i 1 A24A E, I ~'II 1' 1 i I I+ I . - - NO TE: ,-,r BERN T. BEA i - s 1'. - " $FRn . . f , 1' - Z z ; 4AR0 1, , THE CONTRACTOR MU_> P~.>5 SE F~f f !71 ! vbINC CITY STANDARDS - z~ VALID LICENSES: } I r PROJEC7 CUSS' A V r I Q~ l 1 1, 4 T r~,L TIMI_ M4h.t~R I,M~ I,, I .I if LOC A ICI~J CONVENTIONAL SYMBOLS s , J J / 1 I.. No iT Q - - - - - - RICH T ~ OF- WA 1 E,~l ; CC!RLT & G111 TER XlST. A. C. FLOWLINE t 1 t -4- 471 r '7_ : ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMA IE O CEN TERL I NE EXI S T. ED GE OF PAVEMENT i AND ARE SHOWN FOR INFORMA TION ONLY. THE Q Wit= RAILROAD TRACKS GUARD RAIL 1 + } CONTRACTOR SHALL CONTACT THE USA L OCA TOR TRUX1ll!} Al u 'lE f f N~ 'E Mi'% 1/L_ MEPJ 1 ~ L w SERVICE AT 1-800-842-2444, AND VERIFY UT11 J I LOCATION' 48 HOURS REF-ORF STARTING CONSTRIJI-'TION. UTILITY SYMBOLS } C NI ; f T . CAI'IFpRr_ i.All _ A vl --t v i -----w - WATER LINE 5 SEWER LIN Il.--=- - o OIL LINE G GAS LINE BURIED TELEPHONE AERIAL UTILIT>_ IQ'-- ~a- CABLE I- T - - r - t_a__ T - - - APP ROVED B`r O NEW SIGN STREET SIGN ~ - - 0 ~ ~ I , . ~ i - ~ ~ ~ ; o C) . ~ 1. ~T- M H. MANHOLE F H FIRE HYDRANT J ~ j L-z~ ~ ; - - - ? PUBQ WORKS DIRECTOR 1'W 11'' F P.P. APPROVAL RE_C;OMMENDED: F '-'0WER POLE W.M. WA TER ML i L h DAN R~~ L ® EXISTING MONUMENT ®.V. WATER VALVE ENGINEERING SERVICES MANAGER ` i;.M. W ® F U TURF MONUMEN ,I GA S ME TER W MAP y DESIGN ENGINEF R S. L. LOCATION MAP ~ STREET L I GHT ~ j V GAS VALVE NOT TO SCALE SCALE TR FIC ENGINEER File Nome: TRUXS7T-T.DWG,~b No. P8K006 1 ~C 0 CLEAN OUT BENCHMARK TRAFFIC SIGNAL AND LIGHTING NO 1 PRE- EMPRON AUTOSC~~U E ~;:AMf RA SYSTEM INSTALLATION AND MEDIAN C4 OPTICAL UNIT MOD, TRUXTUN AND S AND T STS. 4 SHEETS ip! ,~,...r ,:r, t r r. r ~ti~ - ♦ - r :n:: l 'i~r' Ti y tier:. l~. rr . ~ k-w ~1 A. . Q :rF.. ✓*~N::DV4v •.f ~..,7!t.::r'M,.. '±•A4_, u .t l'.+'1,'I ~-f" _ - +.Y. QROf E SS I0N4 m m KNEW SIGNS ~ DEAN ~ CJ ONE WAY, RT ,~Q ~O R4 ~y~ ONE WAY, RT (INSTALL PER STD T-8) 48 x16" e R26 NO PARKING NO PARKING R41 RIGHT TURN OA RIGHT TURN ONLY (INSTALL PER STD T-19) 30"x36" W R81 BIKE LANE R99 HANDICAPPED BIKE LANE REGISTERED CIVIL ENGINE (X C 46803 HANDICAPPED PARKING ONLY * Exp. 6-30-99 PAVEMENT AREAS P£ IVEMENT AREAS PER TYPICAL LEFT TURN BAY SECTION CITY OF BAKNRSFIELD ~~9T IVIL~Q DETAILS, THIS SHEET. :TAILS, THIS SHEET. 1501 TRUXTU AVE F NEW MEDIAN LANOSCo 'W MEDIAN LANDSCAPE AREA PER TYPICAL MEDIAN BAKERSFIELD, CA 93301 CAl lE - SECTION DETAIL THIS J 'CTION DETAIL THIS SHEET. r TEXTURED PAVING TC -XTURED PAVING TO BE INSTALLED PER SPECIAL PROVISIONS (DEPTH= PATTERN=RUNNING B ?OVISIONS (DEPTH=4'). I TTERN=RUNNING BOND COBBLESTONE (RED) OR EOUIVALENT STAk 7 EOUIVALENT STAMPED CONCRETE IN LOCAL AREA. W LLY w J ti REMOVE EXISTING MEDIAN, REMOVE IRRIGATION SYSTEM a WITHIN MEDIAN REMOVAL AREA & PLUG REMAINING U^' o? hU ti Lnk(a QZ1 '~41V SYSTEM WITHIN LEFT TURN LANE. MAINTAIN EXISTING HYDRAULIC a~ ob~, a °pa~ °p R C9 VAL VE CONTROL PIPING. `O 4+X N z~ 0 HYDRAULIC IRRIGATION SYSTEM WITHIN NEW MEDIAN AREA TO BE SCALE 1"=40' ^ Qtn (o N to k i 1 I o°p 00 Ni W + W N EXTENDED. MODIFICATIONS TO IRRIGATION SYSTEM TO BE +'^o + + mQ 0o ZU o, 0~2 +Nti oq~ 2 v + COOROINA TED M TH THE RECREA TION & PARKS DEP T CON TA c T '-2 MIKE DOYLE 48 HRS PRIOR TO MODIFYING THE MEDIAN W W W Q 2O V) W:1 nm4 0 toy T ~O cn aWO o p~ IRRIGATION SYSTEM. 0 41 ' I U) mw W REMOVE TREE COORDINATE IMTH RECREATION & PARKS DEPT ® INSTALL TYPE M MEDIAN CURB, MEDIAN NOSES SHALL BE MONOLITHIC R/W WITH CURB, SEE TYPICAL CROSS SECTION. • © SEOUOIA SEMPERWRENS (APTOS BLUE) AT LEAST 20' IN HEIGHT 3 100' ° • 5 SAWCUT 36" BOXED TREES PROVIDED BY THE CITY AND PLANTED BY THE CONTRACTOR. A 4 I 6 t DETAIL J8 2 CL 2 C a ® APPLY PAVEMENT ARROWS INDICATED, TYPE IV(L) THERMOPLASTIC. 2 © CROSSWALK LIMIT LINE 12"(WHITE) SEE STRIPING PLAN SHEET NO 4. 1 _ ww~ _ - ❑8 INSTALL SIGN (NUMBER SHOWN ON PLAN) s FINAL PAY OUANTITIES FOR ROADWAY EXCAVATION HAVE BEEN f j w COMPUTED BASED UPON VOL. OF CURB, GUTTER & OTHER CONCRETE. EX IRRIRATION SIIPPI Y IINF_ 6 / I - REMOVAL OF 1' OF BITUMINOUS SURFACE BENEATH NEW MEDIAN 4 2' SAWCUT 3 _AREA PLUS EXCAV. OF STRUCTURAL SECTION IN NEW PAVING e • DET JB , 2" SAWCUT a R10 f AREAS. ® AT "T" STREET EXISTING BITUMINOUS SURFACE SHALL BE REMOVED s AND DISPOSED OF IN ADDITION TO EXISTING MEDIAN CURB. ADJACENT 1 A R/W W L h ~ TURF SHALL BE LEFT AS NEAR AS POSSIBLE 70 ITS EXISTING •cr ~ m W m CONDITION. IMPORTED BORROW SHALL BE PLACED IN NEW MEDIAN 8 R41 j AREA UP TO FINISH GRADE (FG=2" BELOW ADJACENT TOP OF CURB). ~ (Y Q ~ I.i UU JU ~ Q 00 U U(4 wi J~cM t~(t I Q (t Q m ~ N p ad Q Q(JL r- v. Q (Z tr, :z Lo Uj h ^ ~ 16 W V 2 ~,~WN o,~W hWQ I I I + o (f)$W +`r ±Q +QO I I ( W y2 4]~ Of ~ln 2ZUV x ;5 ? _o vv~~ d 2 e 4 `ZW ° O~ ° 00 ^ mm~~ V Ln n cb p~ 4i m ul W W i~ to¢~ 8 I L FEW FEW 3 ~ Q FEE& 82 50 V L5W U!5 FINAL PAY QUANTITIES. ROADWAY EXCAVATION = 310 C.Y. IMPORTED BORROW = 75 C.Y. q_ 5' 10.5' _ 10.5' 3.5'• 5' 5 CONSTRUCT 0.33' THICK TEXTURED ! 2' _ 8.5, 8.5' CONSTRUCT OJJ' THICK TEXTURED PAVING (MINOR CONCRETE) PAVING (MINOR CONCRETE) EXISTING CURB AND MEDIAN PER COB S TO L -13. SEE SPECIFICA TIONS GRADE TO DRAIN AS PER COB STD L-13. SEE SPECIFICATIONS TO BE REMOVED FOR COLOR AND PATTERN. GRADE 1.5 DIRECTED BY ENGINEER FOR COLOR AND PATTERN. GRADE SA W CO SA WCU T TO DRAIN AS DIRECTED BY THE SAWCUT SAWCUT TO DRAIN AS DIRECTED BY THE 1.5% M1N, 1.5% MIN. - - - - - - - ~ - - - - - - - - - ENGINEER. , _ _ _ =1111=III _ ENGINEER ---'~IIII~III _ I F II(=111f~ IMPORTED BORROW IA= 85% REL. COMPACTION IIII • _ TO 2" BELOW TOP OF CURB II = ' _ -i I I-III-I h ~ Illl-' =Ti=lT1.=.J.L1=l I El 11=I I i ► I I=III= I ...r.Lt --t N 11=1 I-1-[ EXIS EXISTING MEDIAN CURB EXISTING MEDIAN CURB TO REMAIN 90% REL. COMPACTION 0.40' TYPE "B" A.C. 0.40' TYPE "B" A.C. 90% 1 90X REL. COMPACTION TYPE AI" MEDIAN CURB PER COB STD S-36. TYPE "M" MEDIAN CURB- 0.60' CLASS 2 A.S. VARIES WITH TAPER WIDTH 0.60' CLASS 2 A.B. TYPE "M" MEL TYPE "M" MEDIAN CURB VARIES WITH TAPER K10TH PER `OP , TG e SEE PLAN THIS SHEET. PER COB SIC PER COB SID S-36. SEE PLAN THIS SHEET 0.40' TYPE "B" A.C. 15' L1441T t)I' 95% REl_ COMPACTION 1.5" LIMIT OF 95% REL. COMPACTION ,N 0.60' CLASS 2 A.B. 1.5' LIMIT OF 95X REL. COMPACTION VARIES WITH TIE-IN WIDTH SEE PLAN THIS SHEET.  rr BOLM LEFT TEM B4 Y C TYPICAL MED14N SEC770N A TYPICAL SECTION AT EAST BOUAD LEFT nM BAY B TYPICAL SECTION AT WEST BOLM TO STA 12+23 NTS 2 STA 12+72 90 TO STA 14+22. 20 NTS 2 SrA 7+7613 TO STA 9+53.63 NrS Z STA 10+45.45 TO STA 12+23 I[ de N;2/13 : Truxs&t dw, f awn: RAT MEDIAN /BLAND MOD/FICA TONS AND STRIPING PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Tll~IENT Jo e: N . 06 Engineer: 098 Checked By.- T A T TRUX TUN, "S" AND "T" STREETS. 2 OF 4 i ?wow WE "a QRpfESSfONq NOTES oEAN POLE SCHEDULE NOTES 82 50' 0 31 m install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type 111-817, MAST SIGNALS -__SIGNS £X. SIDEWALK I. m Install City I furnished & installed by Contractor. Install 2 inch empty conduit and pull box for future interconnect v m REGISTERED CI L ENGINEER ae C 46803 LOC. STANDARD u~c - *ALI w-Dw RRB INTERNALLY ILLUMINATED REMARKS c furnished & m Putl box in front of controller shall be #6. Pull box adjacent to P.G.& E. power point shall be P.G.&E. /043459. Exp. 6-30-99 I~NA-LS VEHICLE ,0141 wA)k • • STREET NAME SIGN Pull box in STRFET SIGN 3 Contractor Contractor shall install conduit to pull box at base of power service point. All others shall be #5 unless otherwise noted. ® Luminaires shall be cutoff type, 200 W. HPSV, supplied by the Contractor. CITY OF BAKERSFIELD 19-4-80(C) 15-(C) SV-1-T(N) SP-1-T 04 06 TRUXTT,N AVENUE R34c R61-32 (M) (N) O 25'(c) MAS-4B(N) (N) (N) (N) ®(M)(N) I-6' ® Luminaires 14' - ® All new sign ® All new signal indications shall be 12 inch. Red indications shall be LED as detailed in the specifications. 1501 TRUXTUN AVE. l9TF tCAI\5 \ Q Al! pole ona O 1A(C) V-2-T(N SP (N, T ~6 ~N 12" CROSSWALK Q5 All pole and most arm mounted signs shall be furnished and installed by the Contractor. The Contractor shall also provide BAKERSFIELD, CA 93301 (N) O Internally Ilk Internally illuminated Street Nome Signs Type A with lettering and arrows as shown in the pole schedule. Letter and arrow sizes shall be sized to fit within standard iISNS sign panel. Insure that sign panel arrows correspond with correct directional arrows per mounted sign. $V-1g-T N'' -0-S STREET (M)(N) ® 4' shall be size O 29-5-80(C) 15(c) MAS ~N) SP (N) T ~2 ~4 ® All pedestrian indications shall be new, international symbol type as detailed in the specifications. 50•(0) (N) (N) AMTRAK STATIONA.IBRARY-~ >r. ~ MATCH EXfSTING ~ [0 All pedestric LT-MAT(N) 8.33%- - 6' 77E-IN (21 All signal pi Q All signal poles supplied by the City shall be delivered to the project site by the Contractor. Poles ore stored of the City Storage Yard located 711~7~ PRE-EMPT SP-1-T 04 0 4 south of Ho O 1A(C) TV-2-RN) (N) N R~W ~y Contractor south of Hwy. 58 across the street from the Woodwoste Facility at 2600 South Mt. Vernon. All unused, salvage material shall be delivered by the Contractor to the some site referenced above. Contact General Services prior to delivery at (805) 326-3152. TB-9 ® Location of the standards shall be 5' behind the flow line or as directed by the Engineer at the site. 1 02 TRUXTUN AVENUE R34;RE1-&I(MXN) W 33 ®Location of 15'(c) SV-1-T(N) E(N) . R~A(P)(N) ~ Af/ utility to O 19-4-80(C) 25(c) MAS-48 (N) (N) ©(MXN) R9b 9Q All utility locations shown are approximate only and represent the best information supplied by the various (+26voC OUT) ORG 02,05-01.06 utility comp utility companies. Final responsibilty for locating utilities in the field is the Contractors. (+26voC (XUT) ORG 3 04.07-63,08 YEL 4 o2,o5 0 ® Contractor ® Contractor shall remove striping and pavement markings as indicated on the plan, including one (1) "STOP" marking by obliterating (CH A DET) 5 01.06 O 1A(C) V-2-T(N) 02 - (N) p. c o rectangle a rectangle whose limits are the edge of each word. Under NO circumstances are the letters to be removed individually, see striping plan Sheet 4. ~ B DET) YEL (DC COMM OUT) BlU /BARE 6 02,eS-et,m6 SV-1-T(N) ~.S STREET (M)(N) 29 I L~ Instal! (2) 1 15'(c) MAS (N) SP-1-T 06 © 5 5 , ll(2 O -5-80(C} 50•(C) MAS (N) (N) (N) AMTRAK STATION/UBRARY~~ I 11 Instal! (2) City-furnished 12mm AND (2) 8mm Autoscope video cameras on luminoire most arms. All wiring shall be furnished by the Contractor DC A DET BLU 02,07 and shall be installed internal to poles. Locate camera 3' from center of luminoire. The video and power cable openings (CH B DET) YEL 8 03.08 LT-MAT N and shall b shall be 4' from center of luminoire. z I shall be 4" © Install City-furnished Opticom 4-711 pre-emption devices. The Contractor shall furnish and install all cables and mounting (DC COMM OUT) BLU/BARE 9 04.07-03.08 O 1q(C) TV-2-T(N) Q6 R96. R96A,(P)(N) ©Install City- (I (N) ~ hardware (I hardware (Pelco AB-121). The Opticom 762 phase selector unit will be pre-installed in the cabinet by the City. Contractor shall make internal connections within cabinet for a fully operational pre-emption system, refer to wiring detail. Exact hardware mounting placement w T)PE "A"" CURB & GUTTER internal car (C)=CITY SUPPLIED, (N)=NEW(CONTRACTOR SUPPLIED) 2 shall be de shall be determined by the Traffic Engineer in the field. Contact Engineering at 326-3994 for exact placement. NOTE ASSUMING 189-2 d T89-3 ARE UNUSED ON Remove on (M)=MAST ARM MOUNTED, (P)=POLE MOUNTED ~Q ® Remove and salvage existing street lights on the northwest, and southeast corners. Abandon existing foundations per specifications. Coordinate with THE J ASSUMING MOVE NtT9 3 RE O (rWSTEO PAIR) TO HE FILE, MOVE J12-E N J1 -J the instolla the installation of the new luminaires. Disconnect and abandon service conduit per Cal Trans State Standard Specifications Doted July 1992. Section 86-7 T Contractor Contractor shall remove existing banners and re-mount on signal standards C and G. RESPEC77VEIY ®Remove and salvage street sign indicated, R99 to be relocated see Sheet 4. OPTICOM FIELD WIRE DETAIL HANDICAP RAMP N/W CORNER ® Remove on p Install Sae ® Instal! Street Sign Indicated. R96 and R96A shall be mounted (strap and saddle bracket method) on poles E and H. SCALE 1"-10' ®Moilbox to ® Mailbox to be relocated by others, contact US Postal Service. NTS Ri O Install p.c. © Install p.c.c. modified handicap ramp per COB Std. S-3, S-41 Case A. curb breakdown and per HANDICAP RAMP N/W CORNER detail this sheet ® Install p c.c. modified handicap romp per COB Std_ 5 -3. 5-41 C'ose A. curb breakdown I]nd per HAIvIIh;AP FAMP N/f CORNER detail this sheet. i STREET ® Install p.c. li SIGN ® Toll Phone h toil Phone to be removed and relocaled by r?thers, c.(-ALE I"=20' Q FJR96. R96A ~11J~1 f H 03/ A 0 a R/Wi E 00 B - - - ~ //1M 9 L E 04 E ~ ~ I - 06 06 m6 _ 04 05 c c Q R96, R96A 06 FOR MEDIAN 4400. 10' MIN HEIGHT SEE SHEET NO 2. ;iNGLE POLE (GSP)~ \ 06 i LO 01 u'- 05 7. 7 7 C) 7 ~T a 02 FOF1 MEDIAN MOD. © R96, R96A 10' MIN HEIGHT Ff SHEET NO 2 `IN(-LE POLE (CSF') 02 W 1 ® c o c 01 G 03 02 C 02 I - 0 03 ^I - O ©R96, R96A ED c 04 d 3 \ 7 1 44* II, 12" CROSSW4LK 8CR A H I ! 8.33 NOTES: 3 1 CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, ALL CONDUCTORS SHALL BE~ ~J%j~~1lJ~ I l I I 4' TYP. - NEW EXCEPT WHERE NOTED AS (EX.). TYPE "A" CURB & GUTTER R/W I STREET SIGN` - 2. INSTALL PULLROPE IN CONDUIT NO 1_5 PER CALTRANS SECTION 66-2.05C AND ALL CONDUITS TO HAVE I I FUTURE WIRING. 02 C R/W o e ~ 1 L I ~ 1 1 T__.. I CONDUCTOR SCHEDULE - MAS-46 MOUNTING R~~ / o , ? ' CONDUIT SIZE -3 3.5' 3" 3" 3- 1 3 3 3 2 < ' R 1 11 N: CONDUCTOR RUNO2s2L ®z~z/L I AA AAA21'L 1 mss' 2 £X. WA TER VAL V£ PROTECT IN PLACE N)EW OR (E XIST. N N N N N N N N N N N N N N N Y 28 CONDUCTOR 3 2 2 2 1 1 1 1 G CONDUCTOR_ 2 1 1 1 1 1 ~4 6 IIL -W - CONDUCTOR 2 1 1 1 1 1 G 10 LIGHTING 2 2 2 2 2 2 2 4 R99 - y ¢ 12 IISNS 2 2 2 2 2 2 2 4 -14' w ~ PRE-EMPTION CABLE 4 3 1 1 4-SECTION HEAD DETAIL 82.5°' cc AUTOSCOPE 4 3 2 2 1 1 1 1 NOT TO SCAL 9 100 CONTROLLER DETAIL S1 CORNER HANDICAP RAMP N/E CORNER 12 AUTOSCOPE PWR 3 3 3 3 3 3 3 6 SCALE 6 SERVICE PRIMARY 3 3 2 1 4U -~Ur---~ SCALE 1"-10' 1"=10' K 6 SERVCE SECONDARY 71 140'-- **=BELDEN #8281 COAXIAL CABLE INTERCONNECT file Name: TRUXS&T Drawn: RLT TRAFFIC SIGNAL AND LIGHTING INSTALLATION AND MEDIAN sHEEr No. RTMENT lob No: F8K006 En ineer RLT T/ON ON TRUXTUN A T "S" AND "T" STREETS 3 OF 4 Date: 2/17/98 - Checked Hy I MOD/FICA CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT i ' av..t. wort.-,vrrt+r-3 RT.~;~'Y.t4s'.~"'A~~r'~':$:'i'~ SIGNS AND LEGEND NOTES R26 NO PARKING 0 CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MARKINGS AS INDICATED R99 HANDICAPPED PARKING ONLY A RECTANGLE SHALL BE OBLITERATED ENCOMPASSING THE LIMITS OF EACH WORD OR SYMBOL. UNDER NO CIRCUMSTANCES ARE LETTERS IN WORDS TO BE REMOVED INDIVIDUALLY. ~aa~a A ME PAVEMENT SECTION REMOVAL WITHIN MEDIAN AREA. REMOVE EXISTING STRIPES, EXISTING STRIPING WITHIN NEW CROSSWALK AREAS SEE E TYPICAL S££ TYPICAL MEDIAN SECTION DETAIL E TO BE REMOVED. 3 1b55 ~~P PAVEMENT Md Q PAVEMENT MARKING REMOVAL © ALL MARKING AND STRIPING DETAILS ON SOUTH LEG OF "S" STREET SHALL BE NON-THERMOPLASTIC, ALL OTHER AREAS SHALL BE THERMOPLASTIC AS PER SPECIFICATIONS. J~fJ! J1f .JfII MEDIAN MOD. Q APPLY PAVEMENT ARROWS INDICATED TYPE IV, _*w_ TYPE 011 AND, TYPE Vl/. qFF i I1 I I 1, Q CROSSWALK 12"(WHITE) 1 Sto 12+86.75 3 ® HANDICAPPED PARKING SHALL BE THERMOPLASTIC PER SPECIFICATIONS. BEGIN FLARE 2. 10,\ 12'X60 BAY TAPER DET 22 i R26 9.25 L t. ❑ BIKE LANE PAVEMENT MARKINGS, AND DETAIL 39 NOT IN THIS CONTRACT U DET 38 ® REMOVE & RELOCATE SIGN. RE-INSTALL PER COB STO T-19. DET 39 7 2 ' DE A _ []9 INSTALL SIGN PER COB STD T-19 (NUMBER SHOWN ON PLAN) R26 j ~r Z-- 'N - . £ -®R26 I Q~ CONSTRUCT "M-2" MODIFIED MEDIAN CURB PER DETAILS THIS SHEET. D 4 r R7 ~LM INSTALL 1-5" PVC IRRIGATION CONDUIT CAP AND MARK EACH END FOR FUTURE ®R7 4 4.5' + + 96 96.75 6' Lt 10+00 1.25 2.5_ Q) 1 ~1 4.75 C5' IRRIGATION PER CALTRANS SECTION 20, EROSION CONTROL AND HIGHWAY 0 0 PLANTING". INSTALL 1-3" PVC ELECTRICAL CONDUIT FOR FUTURE BOLLARD LIGHTING 4.5R C.L. CONST. I u 2 b.~ - - - 5 - - t - -T` - - - - SERVICE CAP IN MEDIAN ISLAND. INSTALL OTHER END OF ELECTRICAL PVC INTO I TRAFFIC SIGNAL f5 PULLBOX AND CAP, SEE SHEET 4 TRAFFIC SIGNAL PLAN FOR ! T ELECTRICAL CONDUIT NO 15. EXISTING STRIPING TO 5 REMAIN TO Sto 10+27 11 i l '(T),P) 2 r~ TO STA 11+27 ®R26 R26 R26 MDFT _39 -25' --9.5X40 -75' U \ - - 100' 12'x60" -12'x60' 93' 3 Q R26 ~u ® R99 oQ0 Q , HANDICAPPED U M "n © PARKING 'r, op N C f, Q q'1 0; If, h W Q ®R26~ I p0 +Q Lai nx ot Q v 2 ~p ti + Q + C~j 4.5' TO 14.00 - - IZ C) VARIES + O 1 ° WLAJ 2 ^2 W 9.25' MAX 4.75' MAX. 1.75' 2 2~ NQZ n m~ Lu ~u LAJ INTERIOR OF MEDIAN TO REMAIN EMPTY Ln (on FOR FUTURE PLANTER AREA PER q OF OF SCONS TREET & UC 57REET AON 0 LANE 00 a FESE F LIMITS SHOWN IN PLAN, SEE NOTE. TOP OF CURB. MEDIAN 0,00 10' CONSTRUCI T )f'L M VOPFIFO CONSTRUCT TYPE AI-?' MODIFIED 1 MEDIAN CURE MEDIAN CURB 1ZI4" PER FT /4" PER FT 4 BIKE EXISTING A.C. PAVING 12 STRIPING PLAN - t _ EX. SLOPE EX SLOPE Detoll 39 ;GALE I"=40' REMOVE EX/STING T - - - _ BIKE LANE PA VEMENT PAVEMENT SEC17ON } ~FXIS F/NG A C PAVING FINISH 6 SAWCUT 6"- GRADE MARKING CETAIL NT5 >7 0' NOTE BACKFILL PER 570 5-39 D TYPtl►CAL MEDVAN QECTPON NOT IN THIS CONTRACT 4 STA 11+5350 TO 12+23 NIS 12" MIN 12 MIN NOTE. SAWCUT ANG' REMOVE L .l'i TMA: PAVEMENT SEC 710N TO 6' FROM BACK OF T)PE MODIFIED MEDIAN CURBS FOR INSIDE MEDIAN SECTIONS ONE SACK SLURRY 6 " M1N > 70' AND Al ()Ai(,' END OF MFOIAN lcl AND RETURN. SEE STRIPING PLAN T(.IRI „_...~..Ly._.,.W.... .y..~ BACKFILL THIS SHEE T ~y !2" ~ c 18"-24" OF STREET & V AM" 9.25' OF CONSTRUCTION LATERAL LINE (CL 200 PVC) MEa4N . NCH 3 WATER MAIN (CL 200 RING TITE PVC) TYPICAL a4CKRLL N T5 CONTROL WIRE (PIRCC F RURIAI ) NTS MONOLITIC NOSE END VARIES: 2.5' TO 4.5' rE. R=1.25' 1.00' MIN j NOTE. NOTE: REFER TO SPECIA REFER TO SPECIAL PROVISIONS FOR PAVEMENT MEDIAN TO REMAIN EMPTY FOR AS APPLIED TO IRRIGATION MODIFICATION CROSSINGS AND : CROSSINGS AND SIGNAL CONDUIT TRENCHING. FUTURE TEXTURED PAVING. SECTION F- F NTS EX. SLOPE j PVC LATERAL (SIZE VARIES) 4" i EXISTING A.C. PAVING / J" PVC MAIN / F CONSTRUCT TYPE 'M-2' MODIFIED 0.5' - 0.75' 0 75" - 0.5" - MEDIAN CURB C _ 1.25 E A&CMW SEC770N AT LEFT TURN BAY 1,25* L ti 4 srA 12+23 TO srA 12-00 NTS on SPRINKLER HEAL) ( 1W) F 3" PVC MAIN EX1S rING PA YEMEN T SURFACE QRpf ESS ION41 1 O DEAN may TYPICAL EXISTIN .G IRRIGATION SYSTEM TYPE M-2 A400f :ED ADMAN GYJ _,s~ TRUXTUN AVENUE NTS Tl NrS REGISTERED CIVIL ENGINEER C 46803 A e-- - " * Exp. 6-30-99 CITY OF BAKERSFIELD klgf clv4 ~r 1501 TRUXTUN AVE. F OF CALF BAKERSFIELD, CA 93301 File Nome: Truxs t.dw Drown. RLT TRAFFIC SIGNAL AND LIGHTING INSTALLATION AND SHEFT NO. C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT TMEW DafeNo2/83 98 JE-ri Checked BADR MEDIAN ISLAND MOD/FICA TIONS AT "S" AND "T" STREETS. 4 OF 4