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HomeMy WebLinkAbout6.9-257i CITY OF BA � ERSFIELD DEPARTM�,NT OO F' PUBLIC WORKS PLANS FOR TRAFFIC SIGNAL AND CONSTRUCTION MODIFICATION OF LIGHTING SYSTEM AND OF STORM DRAIN ON AT WIBLE AND PLANS FOR MODIFICATION OF SACRAMENTO CITY OF BAKERSFIELa SAN FRANCISCO FRESNO ` ROAD TRAFFIC SIGNAL AND LIGHTING SYSTEM LANE o z AND 'VERIFY UTILITY LOCATIONS 48 CONVENTIONAL SYMBOLS ° �- HOUR'S .BEFORE STARTING .CONSTRUCTION. Q •• MING VXU SECTION LINE LEVEE , • L� -- -- RIGHT -OF -WAY RAILROAD TRACKS CENTERLINE WALL EXISTING TOPO -- CULVERT X FENCE HEDGE W I GUARD RAIL oil _T:l • o -- APPROVED BY THE CITY COUNCIL. UTILITY SYMBOLS o D - 0 3. d 11 CITY CLERK, ASSISTANT -- WATER LINE SEWER LINE PL -G - - -- GAS LINE —e- --- OIL LINE J Y I DATE • prune 29, 1994 BURIED TELEPHONE - ++ - - -- AERIAL WIRE CABLE - - -- AERIAL CABLE _ I APPROVAL RECOMMENDED' -� LA = F.H. MANHOLE -0- FIRE HYDRANT ► POWER POLE WATER METER -f- D.M. PUBtIC WORKS CTOR 4.'� . . ® EXISTING MONUMENT W.V. ® WATER VALVE V t' <` {�` �'a. k`: • - -, _ --- _ -_- _ G.M. P.CH CD R[IAD ® FUTURE MONUMENT ® GAS METER ` i � � SISTA NT PUBLIC WORKS MI RECTOR S.L. STREET LIGHT QG.V. GAS VALVE Q EXISTING SIGN _Q MI , NEW SIG= N !N R 1 R.C.E. 37.300 LOCATION MAP T81 �.� PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN :a .01 T81020 ON PLANZ ROAD AT WIBLE "ROAD AND 'PLANS' FOR 15 7 T83043 MODIFICATION OF TRAFFIC SIGNAL_ AND LIGHTING SYSTEM ON MING AVE. AT CASTRO LN. `` $HEE:9TS:w. IT LIST OF DRAWINGS 1,. TITLE SHEET 2. SIGNAL PLAN (PLANZ RD. AT WIBLE RD.) 3. STORM -DRAIN (PLANZ RD. AT WIBLE RD.) 4. SOUND WALL MODIFICATION 5. SIGNAL PLAN (MING AVE. AT CASTRO LN.) 6. SIGNAL INTERCONNECT (MING AVE. AT CASTRO LN.) CITY OF BA � ERSFIELD DEPARTM�,NT OO F' PUBLIC WORKS PLANS FOR TRAFFIC SIGNAL AND CONSTRUCTION MODIFICATION OF LIGHTING SYSTEM AND OF STORM DRAIN ON AT WIBLE AND PLANS FOR MODIFICATION OF SACRAMENTO CITY OF BAKERSFIELa SAN FRANCISCO FRESNO ` ROAD TRAFFIC SIGNAL AND LIGHTING SYSTEM LANE o z AND 'VERIFY UTILITY LOCATIONS 48 CONVENTIONAL SYMBOLS ° �- HOUR'S .BEFORE STARTING .CONSTRUCTION. Q •• MING VXU SECTION LINE LEVEE , • L� -- -- RIGHT -OF -WAY RAILROAD TRACKS CENTERLINE WALL EXISTING TOPO -- CULVERT X FENCE HEDGE W I GUARD RAIL oil _T:l • o -- APPROVED BY THE CITY COUNCIL. UTILITY SYMBOLS o D - 0 3. d 11 CITY CLERK, ASSISTANT -- WATER LINE SEWER LINE PL -G - - -- GAS LINE —e- --- OIL LINE J Y I DATE • prune 29, 1994 BURIED TELEPHONE - ++ - - -- AERIAL WIRE CABLE - - -- AERIAL CABLE _ I APPROVAL RECOMMENDED' -� LA = F.H. MANHOLE -0- FIRE HYDRANT ► POWER POLE WATER METER -f- D.M. PUBtIC WORKS CTOR 4.'� . . ® EXISTING MONUMENT W.V. ® WATER VALVE V t' <` {�` �'a. k`: • - -, _ --- _ -_- _ G.M. P.CH CD R[IAD ® FUTURE MONUMENT ® GAS METER ` i � � SISTA NT PUBLIC WORKS MI RECTOR S.L. STREET LIGHT QG.V. GAS VALVE Q EXISTING SIGN _Q MI , NEW SIG= N !N R 1 R.C.E. 37.300 LOCATION MAP T81 �.� PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN :a .01 T81020 ON PLANZ ROAD AT WIBLE "ROAD AND 'PLANS' FOR 15 7 T83043 MODIFICATION OF TRAFFIC SIGNAL_ AND LIGHTING SYSTEM ON MING AVE. AT CASTRO LN. `` $HEE:9TS:w. IT CALTRANS 1992 STANDARD PLANS ES-1A ES -3E ES -613 ES -13 F A20C ES-113 ES-413 ES -6R ES-5D A20D ES-2C ES-5A ES- 6R A T -11 A24A - ES-2E ES-513 ES-6S T -12 A24B ES -3A ES -5C ES -6T T -13 A24C ES -313 ES -SE ES -8 T -14 A24D ES =-3C: - ES =6A ES -10 A20A A24E 'ES= 3D � ES--- 6 AA ES -11 A20B BAKERSFIELD CITY STANDARDS T -19 S-41 S-6 S-39 S -12 5 -14 S-21 S -19 S -8 D -9 CITY OF BA � ERSFIELD DEPARTM�,NT OO F' PUBLIC WORKS PLANS FOR TRAFFIC SIGNAL AND CONSTRUCTION MODIFICATION OF LIGHTING SYSTEM AND OF STORM DRAIN ON AT WIBLE AND PLANS FOR MODIFICATION OF SACRAMENTO CITY OF BAKERSFIELa SAN FRANCISCO FRESNO ` ROAD TRAFFIC SIGNAL AND LIGHTING SYSTEM LANE o z AND 'VERIFY UTILITY LOCATIONS 48 CONVENTIONAL SYMBOLS ° �- HOUR'S .BEFORE STARTING .CONSTRUCTION. Q •• MING VXU SECTION LINE LEVEE , • L� -- -- RIGHT -OF -WAY RAILROAD TRACKS CENTERLINE WALL EXISTING TOPO -- CULVERT X FENCE HEDGE W I GUARD RAIL oil _T:l • o -- APPROVED BY THE CITY COUNCIL. UTILITY SYMBOLS o D - 0 3. d 11 CITY CLERK, ASSISTANT -- WATER LINE SEWER LINE PL -G - - -- GAS LINE —e- --- OIL LINE J Y I DATE • prune 29, 1994 BURIED TELEPHONE - ++ - - -- AERIAL WIRE CABLE - - -- AERIAL CABLE _ I APPROVAL RECOMMENDED' -� LA = F.H. MANHOLE -0- FIRE HYDRANT ► POWER POLE WATER METER -f- D.M. PUBtIC WORKS CTOR 4.'� . . ® EXISTING MONUMENT W.V. ® WATER VALVE V t' <` {�` �'a. k`: • - -, _ --- _ -_- _ G.M. P.CH CD R[IAD ® FUTURE MONUMENT ® GAS METER ` i � � SISTA NT PUBLIC WORKS MI RECTOR S.L. STREET LIGHT QG.V. GAS VALVE Q EXISTING SIGN _Q MI , NEW SIG= N !N R 1 R.C.E. 37.300 LOCATION MAP T81 �.� PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN :a .01 T81020 ON PLANZ ROAD AT WIBLE "ROAD AND 'PLANS' FOR 15 7 T83043 MODIFICATION OF TRAFFIC SIGNAL_ AND LIGHTING SYSTEM ON MING AVE. AT CASTRO LN. `` $HEE:9TS:w. IT -.. , ., .. d _ I. - 4 - _ . 29-4-, 80 . . - - - SV -1 -T MAS LT -MAT ' SI P­-I 1- I T I POL E C S H DUL E E .: , _ M T SIGNALS SIGNS . LOC. STANDARD uGH,nNG ' wALK w -Dw PPB I : TO REMAIN I I ; I I i REMARKS ... SIGN VEHICLE DON'T wALK to a St NAME �GN - , A 0 *SV -1 -T 26- 3--80 1 *MAS 40 *SP -1 -T 08 06 *1MBLE ROAD" - SEE NOTES �` &® ' ', I . LT -MAT 26 -3--80 15, --->r 40 SV -1-T MAS _ I I @ EXIST. ,� 1 A - ' --� I I - " 06 08 *WiBLE ROAD - TO REMAIN . _ AMPS 29-4-, 80 ? 50 SV -1 -T MAS LT -MAT ' SI P­-I 1- I T I 02 08 *PLANZ ROAD REUSE STREET SIGN FROM POLE JO I " TRAFFIC SIGNAL LIGHTING i j i - 4 . ®J.- -t- "` ' 1. LOOPS _ 6J2L 6J2U ` j . Type C loops shall be 6'x50' except as noted otherwise. .:_Diamond loos shall be 6'x6'. I _ P �� I : TO REMAIN I I ; I I i SALVAGE AND . . . , d @ EXIST. 1 A -- --8 . ❑3 All loops shall be located in the field by the engineer. - 02 RELOCATE TO LOCATION ' ', I n. 26 -3--80 15, --->r 40 SV -1-T MAS SP -1--T 04 �2 *WiBLE ROAD REUSE STREET SIGN FROM POLE O LT -MAT EXIST. 1 A --- �2 �4 I . - . � � I I : 0 ,t EXISTING ,5' - T 06 04 *PLANZ ROAD 26-3-80 4 H EXIST. 1 A -- 04 06 y TO REMAIN - TO REMAIN - TO REMAIN F_ "I I . S ^s1'� (•_ . ,. . , _ - . . , - k� Y --_� ' g , ._ - - - .. .. - .rV %11 I I' AMPS 0 1 VOLTS METERED i I� �,I 50 20 NOTE 1 110 110 TRAFFIC SIGNAL LIGHTING YES NO i j i - 4 . ®J.- -t- "` ' 1. LOOPS _ 6J2L 6J2U ` j . Type C loops shall be 6'x50' except as noted otherwise. .:_Diamond loos shall be 6'x6'. I _ P �� I : TO REMAIN I I ; I I i d 11. Detector loops shall be centered on their respective lanes. I I � i ' ; - . ❑3 All loops shall be located in the field by the engineer. - i i" 1 I Detector loops and lead -ins within 8 feet of the curb Flowline shall be a minimum of 1.5 inches below the - `. ' E ! ; ! surface of the paving. .. ,_ I 11 11 i } I ! 5Q Lane closure for placing the detector loops are only' allowed between 8:30 AM -- 4: 30 PM. r 1t 4 1 :;' 1�" MOHAWK 01'I I �? © Type 170 Controller and 332 Cabinet cssembly shall be supplied by the City. All other equipment and ,�,'�; ,•;, 1' I ; - materials shall be furnished by the contractor. 11 r. y {', i i 0 Remove and salvage existing controller and cabinet assembly. Remove foundation. lnstati City furnished - I I '! Type 170 Controller and 332 Cabinet assembly. Reuse 1.5 inch empty conduit and raise existing pullbox to grade for future ' I I �, F . I I interconnect. Raise existing service pullbox to grade.. Service shall be 120v/240v Type III -BF, furnished and installed by the Contractor. 11. l . An in -line fuse shall be provided by the Contractor at point of connection to utility. ®- Remote and relocate existing signal standard, mast arms,. signal heads and luminaires. Remove foundations. .y. I l± i ` s ❑ All unused, salvo ed material shall be delivered b the contractor, to the City 9 , Y y Plant #2, on Mt. Vernon Ave, r `I 1 , i south of Hwy 58. Call Larry Aldana at (805) 326 =3781 prior to delivery. i l ! I ® 11 Street name signs and sign hangers shall be salvaged and relocated to corresponding pole standard. - I ! ! I " i l ! I ,_ tt ❑ All edestrian indications shall be new, internationals bolt p symbol type as detailed in the specifications. I i I II ! : ! ! Replace all existing pedestrian indications with new international symbol type. i I I 1 ' i © Luminaires shall be cutoff type, 200 W. HPSV. - In 5' " E "; - ® All new signal indications shall be 12 inch. . I I 11 r1 ( I� H Location of the standards shall be 5' behind the flow line or as directed by the Engineer at the site. . ` EXISTING 15' � I . f i Q All utility locations shown are approximate only and- represent the best information supplied by the vorious ( I J - --- ® REMOVE AND SALVAGE i 1 I � utility companies. Final responsibility for locating utilities in the field, lies with the Contractor. ,�� ,�� -I- . . I - �-/ 17- -2--80 20 :1 11 ' l , ® Pull box in front of controller cabinet shall be #6. Pull box adjacent too P.G.& E. power point shall remain. i 15' REMOVE & RELOCATE :. i I All other new pull boxes shall be # 5 unless otherwise noted. 1. EXISTING - ® i ­ I I I I 0 26 --3 -80 4 SEE NOTE ®© II i; ? © Remove and relocate existing standard at location 0 to locetion ® on the northwest corner of the intersecton of Planz and Wible, this sheet. . . � , Remove and relocate existing standard at location I ® g ld from this intersection ( Planz & Wible} to location © on the southwest corner of the intersecton of EXIST. ''I A --- - -- 4�8 02 NEW LOCATION FROM QD Ming Ave. and Castro Ln. as shown on sheet 5. I I ,- ­; 1, - 0 1. I . I ' - REMOVE &RELOCATE ' ' i ! ? ® Remove and salvage existing 3M LT -MAT and replace with new 12" indications LT -MAT. r � (DEXISTING. 15' _ ____ 1 ll U I` Remove existin wheelchair ram ,sidewalk, retainin curb, curb & " . ® ; I : 1 ® 9 P 9 gutter to limits shown in handicap ramp detail, sawcut &remove AC pavement (6 min} SEE NOTE ®® • `; " Install case A wheelchair romp per Std. S -41 on the I corner modufied to the dimensions shown. Install curb & gutter and AC paving tie , ,"' _ ___ 24 -3-80 35 ' -- -- -- -- --- ---- -•- ___ _r._ ._._ _ ` . __ _ i l per City Stds S 1 and S -6. *DENOTES EXISTING HARDWARE. E.CR- 2Q Install traffic loops as shown on the plan. ; a Q ❑EX. RAMP P.P� i i �, n Contractor shall supply and install four (4) model 200 load switches, four 4 indicator controls corporation model 222 loop detectors. Loo detectors shall i - l 9 P. , .. ) P p" o' ' 11 6J4L 6J4U : : � -1 - _ -.:: == =: { " i; be 2- 'channel di ital, rack mounted with a serial ort. Contractor shall also supply and install ail necessary hardware to connect the load switch and ' _ _ detectors for a fully operational system. J =_ SEE CONTROLLER AND LOCAL 1 ! ' • r Re- connect existin DLC S at type P Z:; ? ' ' g pullbox to separate detector assignments with newt e D cable as shown on plans. W -� CONDUIT DETAIL --- LOOPS Ta; REMAIN m I , ' XX Letter notes are standard notes from Standard plan ,ES -lA. ®� sr �� {. I , , I X ...,.- '; :. 18" PVC STORM DRAIN , Y � - / R W ; °° BEGIN EXISTING DROP INLET ' ` , �� I. 11 � �/ i ��� I �� END RAMP ' ' I 4 l i i ` 5 RAISE PULLBOX TO GRADE ', t EX. DRIVEWAY _ -- 8' TYP. BOTH SIDES ' ' ! I I F, STREET - -_ - �. E ` I , ' 1 I I I ,� -I 1, 1�1 �. - - - - - - ; - � - --i. - -- _. - - -- - - -- I - . 1 ,, HANDICAP RAMP DETAlL B �' _...__ - N W CORNER .1..' D.I.1 I I - � '� ,, 11 7 , _ k I .�__ ' '16-'-..`j. _ -_._ _ it. - <i:_ i- • _ a�E _ 'T� ' -) '•v _ . . ' `' : . �. , t 1 , i 1 ! _I ,. _ �. 1 g t_ - ._� - 1 �.. _ _ X �,:8.33 %MAX _ - _ r t� „.,i�. �;'',t,.�',',� NTS ( 1= RELOCATE PULL'(30 EXISTING .� _�... RAiSE TO GRADE. 1 . , , 1 `i . AT CURB , -- -- _ �, ; ;., , _ p UTILITY I ,', 1, ;' i. I" _ �` - -� - .� -? tin r... _�„ -- - -- -- �. • - - • )'� i . . , �! II - - - „.. j - .. w� S�J CONDUIT s E . � � , i 1. , �, _. S 1 �,' - - -�- �' . Y '. ' . , r ... ._ _ -.... .___ -. . -., -. __ '- -- - - -. s..- -_... . -__ ._ .. _ _ I ._4.. 74'- - _ ""ice- _ ...,. .._.- «......- __ -i -�.1_ 1 _ "'$ �� �, J I _ - G } x- ,iddr' r -} r - - -. _ _- _ _ ._ _. .- __- _. .. -. - _ �X. , i'�. T .`""4 _ _ _ }- .1,.,4 L_ t t e� - t , s , 1�t , , , ! - TV - 1 1 1 1 '�. r 8 d {- K _- __ ._ -. . _ _ _ .- cc I_ _ _ �._ h„ t 4 i a _ 7 �. • Ie a O _ . _ _ _ _ .._.. �� CC ,ti , i' }'. - - -{ .__. ... _. _.. - __. .._.._ - . `_ _.` �_. _! ____. - _� _.- - -- _. _.__ .. _. _ - _... M_- ` -- -. ....._ , .'1I t i . - .. ti. 1' 6 _1 -- - - - _ -- - �. _- 't. 4 i _ I �,_ _ _, -_ _., - _- ... ' - ------- ..____.. _, _ 111 .� .. ..t - - --- - "- ', L. - - -, , a _. - �- - - - _,�___ -= -=rr., ..j I - F .... i i a - � , - 71 .. - - - - 11 I . � NEW 8 e' 'i i Y J6L I , j : ��, ® D' o Inlet �', 5 a 1 LOOPS TO REMAIN t, 12" CROSSWALK - SSWALK _ _ w _ _ t 200' -- � a 11 i ! ) TO REMAIN GRO +, .. (WHITE ii g ° �, , - '1 8J6U _ _ -- ___' -.... _.. _._. _ ___.__ - .._._..__.... __- _ _ -. _.. -__ - _ -- -- __ __ __ .. ,. __ _.. , '�, ._ _ „. -- -. _ ,- -"_ -_ __,___,______W_:: .._ - .. _� _. "_ _. - _ .. .. _ _ \7U�- .. .... . .� .. - -- -'- - -s' .gyp... -__ . ___ ..- -__ „f_ _.____. - -_. __ _..� -. - "_____.__. -_- -_ _ .... . _ _.. ... _..» .. __. -. -,- ..... -..._. .. - _ - j _ - ' : , i 00 PLANZ RD. AB :. . .. ......... _ . -_ :.... _ _ __.- .. -_.. _ __ _,__.__..._.___._, __ .___.___..___. »___..__ AB -- - -� _. _ _ - . A 10+ r_ 21 !`;: " STA. 10 +00 WIBLE RD _ -..- _ __ .._ _.. _ S i___- _-- _-- ______ ._.___ ___.. I -� i = - - - _ �-T 1 _ __ _.____.._ ._. ___ _a.____ -- ..___.__.. _ -- -- _ _ _ - -- -._ _ _._ _ - -- _ -._ -- _ _. _.._w__- ,_. __---- _- ______ -- -. ___..__ _ _ _ - - - - -- _ _ _ __ _ _ __. _.____ ____..._.. __. ._. - 90 _. ; - - ----- __- - - - - - - _ _ - - -- - -_ _ _ - -- t __ -- __._ -- _ -- _ _ -.._ ._ . . __ _ . _ _ . _ _ ._ _ - -...._ _. --------- _- _- __-- , "- _,- ,.- ... -'___- -_. - _._._ - -..- - - - 315 - -- _•_ -- - - -- 1 - - - - - - - -_... _ i -- - -� tom- i ' ,- ._ .� 1 - e - - - - _ - -418U r - ... : - -_ - ` _N _ 4160 'i,#oa 1 - - - - STORM DRAIN �/ _ -- __ _ - UNCTION BOX - - - t .4 _ �. �* I I I - F t30i 21 200' - .� _l 04 = ��_=�_ 418E �-- BEGIN BRIDGE DECK ". I NOT SHOWN TO ACTUAL SCALE } . - - 416L • t . �., _ . "' - \-LOOP _ E �- - _ , ' JH , - - _ ..._I TQ REMAIN s.o' . -- - , - - - - - _ -- - - - __- -- -fi_- - - - - - - -'- - -- - -- - -- , . _ -_ _.._ _ _ _ . ___ ___ __ _ __ ._ - _., -___ ._. ___ _ __ __ -_ .. -_- _ _ __ - - - -- .- - , - .__ Y - _ _ _ __. _ - -- . .__ __, - __ ..._.__ 1 , --.- J. 1 _ i., 7 - __ ._. .. ...._ _.. .... _,- __- __ -- .. ._ ._. - ._.. _._ _._ _. _- - --------- - ----'- - -- _ . _ ... -- - ' .._..,- --. _ .._. -- _ _.,. -... ' - - a - - - - - - - - - - -' -- EX. �,ROSSWALK _ _ E -. -.-_:- -- --- -__- , - - -- - - -` -` ' - -. - -_ _... .._i t{ ,•. _ _. ,.... _.. _ _ . - -, n v ._._ ..- -._.,- _- ...+. w•. .�.- _.. ._., ._ _. 4 S . -. - y -- - - - -- - - To REMAIN r ;, . i - -- - -. - -- - - - - -- - - - - - -- -`-'- - - - _ _..... - - - - : - ._ - f - - - -- M L -1 I O ,h. �1 i ( i Y I '�, , 11 I 1 + 1 h t i I , - `!_ ,_ i'' ' ' t i E ; t 'i i `i, ' ; q_ WIBLE RD. STA 11 +00.15 CL JUNCTION BOX NO. 1 AND CONSTRUCT JUNCTION BOX NO. 1 PER CITY STD. S -19. REMOVE INTERFERING 15" CMP AND CONNECT TO JUNCTION BOX. LEGEND LIMITS OF PAVEMENT TIE —IN PER DETAIL. A.C. & A.B. TO BE PAID ON A TONNAGE BASIS WITHIN LIMITS. TIE —IN FOR REMAINDER OF PAVING OVER PIPE OUTSIDE THESE LIMITS TO SE PAID FOR PER L.F. OF TRENCH PATCH. i - - -- CONSTRUCT 138 L.F. TYPE "A" CURB & ;EX. C.M.P. TO ' GUTTER PER CITY STD S -1 AND I BE ABANDONED ... 1000 SQ. FT. OF 5.5' COMBINATION BACKFILL COMPACTED TO 95% RELATIVE~ I TYPE S MAX. AND HANDICAP RAMP COMPACTION; A.C. TRENCH PATCH PER 12" PER CITY STDS. S -3, AND S -41. CITY STANDARD S -6 AND THE SPECIAL 6 PROVISIONS. el MIN. 376 374 3'76 374 3 7� 368 EX. _HEAD LL x _j \ m Z r-H = N �I ZO -J rn j Q Q to EX. JUNC ON B X � w .'CM z I I .o I , ,F T .a 01171 lb / � •N in J I M uj m OI + o -� w � o (°010 o w + 7-X PROFILE ° o V) o EX. PROFI E N Q 01171 lb / m ONE 49% in 0 O 376 374 AS FL GRADE WI LE RD. 376 fiT r- IEX. Cl. & HEADWALL 4A 374 372 370 368 PLANZ RD. , 1 12., 12" - MAX. i MIN. 's - PIPE ZONE, BACKFILL COMPACTED TO 85% RELATIVE COMPACTION P EX. 12" CMP.G' 6" X372.06 a�'P N V. 6 " f. 3 SECTION A- A N TS REBAR SHALL BE AS PER CITY STD. S -19. X. PROFILE , CONSTRUC t TYPE "A" CURB AND GUTTER AND 5.5' SIDEWALK. �� �"� '`' ^;m z �i N c6 Ld 3 76 o 45' (WIBLE RD.) I I m 6 28' (PLANZ RD.) - 2 MIN. SLOPL TO EXISTING 3 �4 _ _ 84 VARIES SAWCUT & MATCH EXISTING EXISTING PROFILE MF' EX. CROSS ECTI _ i EXISTING PAVEMENT - IL - SLOPE TO MATCH 1.5' 3 7� { 1 EXISTING. �o _ $ ?o �3 �,� 18 05� , S. �2 r . 370 0.5 COMPACTED TO 90� REL. COMPACTION 4" TYPE "B" ASPHALT CONCRETE " -: 1.5' COMPACTED TO g ' CLASS 2 AGGREGATE BASE r 95% REL. COMPACTION _ I PAVEMENT TIE -IN AND 368 38 CURB, GUTTER, & " SIDEWALK DETAIL URIE TE�E HONE CABLE:` PLANZ AND WIBLE ROADS` — - ----' FINAL PAY QUANTITIES - N TS a i / ROADWAY EXC. 50 CY � I' ✓ cx, «`. woew -mm .aw ft sun PLFrNZlWTBLE SHEET-Al. it in O 00 + o -� w 7-X PROFILE ° m ONE 49% in 0 O 376 374 AS FL GRADE WI LE RD. 376 fiT r- IEX. Cl. & HEADWALL 4A 374 372 370 368 PLANZ RD. , 1 12., 12" - MAX. i MIN. 's - PIPE ZONE, BACKFILL COMPACTED TO 85% RELATIVE COMPACTION P EX. 12" CMP.G' 6" X372.06 a�'P N V. 6 " f. 3 SECTION A- A N TS REBAR SHALL BE AS PER CITY STD. S -19. X. PROFILE , CONSTRUC t TYPE "A" CURB AND GUTTER AND 5.5' SIDEWALK. �� �"� '`' ^;m z �i N c6 Ld 3 76 o 45' (WIBLE RD.) I I m 6 28' (PLANZ RD.) - 2 MIN. SLOPL TO EXISTING 3 �4 _ _ 84 VARIES SAWCUT & MATCH EXISTING EXISTING PROFILE MF' EX. CROSS ECTI _ i EXISTING PAVEMENT - IL - SLOPE TO MATCH 1.5' 3 7� { 1 EXISTING. �o _ $ ?o �3 �,� 18 05� , S. �2 r . 370 0.5 COMPACTED TO 90� REL. COMPACTION 4" TYPE "B" ASPHALT CONCRETE " -: 1.5' COMPACTED TO g ' CLASS 2 AGGREGATE BASE r 95% REL. COMPACTION _ I PAVEMENT TIE -IN AND 368 38 CURB, GUTTER, & " SIDEWALK DETAIL URIE TE�E HONE CABLE:` PLANZ AND WIBLE ROADS` — - ----' FINAL PAY QUANTITIES - N TS a i / ROADWAY EXC. 50 CY � I' ✓ cx, «`. woew -mm .aw ft sun PLFrNZlWTBLE SHEET-Al. it PLAN 1 " =20' z 0 r J a Z t�0 �+ a 0 d0 X30 dw V) m V) V) Env) to w (n 46 LF 20 L7 12 LF 3 — LAYER 2 — LAYER 1 — LAYER NEW MASONRY BLOCK EXISTING MASONRY BLOCK H H 15 p I u A A I r ) : -r -r•- ... r. a:.a_x_ _ -�,_ -t .•- .._ :..n -..: _ --- i._ .tv. . � _ {{ .�. .. _. _ { _ —.J- " --- ----- _. _.._: --:_ ------- ._... __:. r -.,. . {� -; �.- - --- �--- 1 -r r -F r. r_ rii- .I-" 7° .. a ,� -� -5�� a is 1` - � ,: :. ., -- •-- --- - ----1 --.__...._--''- --- -- -"--- ---- - . -_,. », .. ._.. -, °- j „-- ---� .- �- _ _.i..�:.� l -- -- . � ._.,..._.....:..._c.:�....: -•;z --- - �,..:�.,..:� ---�y c , Q CITY'.. OF B ,�■■■)4R��x')k PUBLIC WORKS -- TRA:E'FIC. ENGINEERT 17 _.. _- _ - . 3 3 ai d. , y . ' t K i r , , • y 1 °i UL 1 •4 H D E Po E S C E �. NOTES . � SIGNALS �� � SIGNS � � 1 � � heads - I in it . , 1 ❑i Remove and salvage existing signs standard, masf� �arm.s, signal and um a es. '.Remove "; fouridatio�: - LOC; STANDARD ucH-nNC �wAUC w-ow PPe REMARKS � . .. - , SIGNALS VEHICLE �oN�T wAL�c +� +� ST. NAME s�GN � I � 2 All unused; salvaged material � shall be delivered,'. b the t , _ ! . � [] g y he contractor, o the City Plant, #2,� on���Mt. �/ernon� "�Ave,�. EXISTING � � � � . • j I sou Hwy a Larry ana a (8 5) prior o e Ivery. I south of H 58 Call L Aid t 0 �26 3781 t d I' ,t ..._ j._,.,. _. ...... REMOVE AND SALVAGE 3 7- -2--80 _ f ❑3 Street name signs and sign hangers are to be ,reused and installed by the � City., � . REMOVE AND SALVAGE EXISTING POLE. 12 SV- i-�T'` INSTALLR61 -1S 48"X30")ON MAST ARM. ( 4 All edeStrlan IndlCat1011S Shall be neW InternatlOrYQI $ b01 type as detailed {n the S eGlflCatlOe • �19 -4-80 25'. LT—MA —48 sP -1"T i�4 sb6 MING AVE t � � i ` ' ' � ( ❑ P Ym YP , P , , i pedestrian indications h n n 1 type.-: Replace al! existing wit ew international symbol , ` rrx{sTING 1A�' `�� � ._,_. ...._ _.._ �� � � � � � . � � � � � � � ( � � ❑Q The existing ontroller Cabinet d assembly . • ' REMAIN ; ( g ne an assem Y to remain I ® A!l new signsl indications shall be i 2 inch: ; .EXISTING ._._. ._.. � ` : i ' " ( i ❑7 Location of the standards :shall be �' behind the -flow: line or as directed. by the Engineer at the site. TO REMAIN I � r REMOVE- -AND SALVAGE EX. 8" SIGNAL HEAD � ! '; I I I � ® All utility locations shown are approximate only and represent the best information supplied. by the various . '- .•. � � 4 EXISTING 1A _ Tv -1 —T -- — REPLACE WITH NEW 12" ALL ARROW HEAD I - E � � j I � utility companies. Final responsibility for locating "util,ities in the field, lies with the Contractor: - - ` TO REMAIN RE -WIRE TO ,�3 j • I ( Q Existing conductors shall be connected for NEMA 6 —PHASE operation as shown on plans and conductor schedule. EXISTING � — —... —. REMOVE AND SALVAGE I I � � � � � TYPE III I I ® Contractor shatl supply and install (1) model 200 food switch, two (2) indicator controls corporation model 222 loop detectors � REMOVE AND SALVAGE EXISTING TYPE III POLE. � �� ; � I ° �� �'1�GG'SSQ�" ` © I I Loop detectors shall be 2— channel digital � rack mounted .with a serial port. Contractor shall also � supply and in �'�a� y. ;- �� 1j' SY -1 —T � INSTALL R61 -32 36'X30 ON MAST ARM. � s ` O . 24 -3 -80' � LT- MAS -a8 � �2 MING AVE INSTALL R98 (18"� do R96A (12"X18 NO PED CROSSING SIGNS ON � � i hardware t0 connect the load SW1tGh for a full operational system. • _ � 35 REMOVE GE Y P YS POLE. REMO AND SALVAGE EX. P .HEAD, PLUG OPENINGS. - - Detector assignments for loops shell be reassigned where indicated on plans." EXISTING 1 A , ' -- — © SCALE 1"=20' � i • ' To REMAIN - � I � © Extend existing conduits to new pullbox and install new conductors in conduits 8�, & �9 as shown on the, � Ionduct�r r, _ ' schedule. _ ; � 0EX{STING ; i 11 1 r TYPE IV (L) - - TO REMAIN � � � � � � � • �. � � 1 � � ARROW ® Remove and salvage existing PPB an signal pole and provide plug for opening Pedestrians head -to remain: � � �• REMOVE RED, YELLOW do GREEN BALL LENSES AND REPLACE WITH 315U 3150 � - • EXISTING 1 A NEW 12" LENSES. �6 NSTALL R96 (1 ac R96A (12"X18' NO PED CROSSING SIGNS ON i � ® Disconnect existing conductors at pole �F &-reconnect to pole GQ as shown. r - O TC REMAIN OLE. REMOVE AND SALVAGE EX. PED. HEAD, MOUNT'S PLUG OPENINGS � ^ -° • TYPE vllt — - � i ° ( I MH © Reuse salvaged signal standard I from Planz and Wible see sheet 2. Remove and salvage existing pedestrian, head, m�bun }irig � ARROW I : I I PAC BELL assembly, and provide plug for opening. Remove and salvage existing MAS signal head and replace with new, � I I I 4— section head as indicated on the pole schedule. ' - - 18" STORM DRAIN EX. D. 1. - L(_ _ _ _ _ Remove sidewalk, curb & utter to limits shown, sawcut & remove AC pavement 6 min Install Case C--2 wheelchair ,. romp t ` � PG &E t on the N/E corner to the limits shown per City Std. S -41. Install curb &gutter and AC paving tie per City Stds 5- --1,; tBGR � 1 Q Contractor shall remove striping as indicated on the plan. Any existing crosswalk striping obliterated by incidental. w+�rk.shcail 'be - • � _ ' , :I � - - B A Qt replaced by City forces. r - - `� DETAIL ' _ R%W �� � � � � � ' � � � � � � — — — — � �� -: • � � - � � t _ _,,= R/W � � _ _ r .�� � RAW , �Y�` -r� �4 � ,t ECR —�- .y • 6 04 6 - I -: „ - , o - :. 6J4L ' INS 6A TALL R96 & F'9 +',�'- � SIGNS (2 EA. FACING ��6► " -� EACH WAY TOP ®4' ��• ,, ._ �. { _ _r -. ... _ - -- - -' - - .: l ' ,sJ2u . „ S TO �� 4 t EXISTING CROSSWALK BE _� ;:, 1Q REMOVED. i i I1 U _ATHIERS TO - MAIN. a , o _ , MH - r -'mss ,i�,y _" ., 1 U LS g.- r t- i r r t l_ I t I. , . ^..._; -.x. ' -- - __ _ - - - - w - - - -- •-rear -.: - - - t - - - - -- - - - - - - r - - - - --w- - - w � 2140 - -- - - _- � _ _ __ _' __ - ' - 2120 - ' ('T70N 0 CROSSWALK THIS SE ALK 5 �� FROM MEDIAN IND SOUTH TO REMAIN AS LIMIT LINE FOR } . TRAFFIC. 02�"; -• f- • - 212E . - . - � � MH - - -, � - - -- -_ � _, _. �. PAC BELL r - 3 14U _ 3 2 - , ' t _. { , .jam_ ._ - 213U __ __ _ - _ - _ I , 4•. -, MH , I f I Y 4 F i r 02 E .r RAW — — — — 5 4 .S � - ' - - -I f: D R/W1 NOTES: � � � , - • + G � -- _ � -� � / � AVENUE - XX Q DENOTES STANDARD NOTES AS APPLIED TO THE CONDUIT RUN. OR RUNS IF COUPLED. � 2. CONDUITS' g� AND THOSE USED FOR INTERCONNECT ARE NEW, ALL OTHER CONDUITS ARE EXISTING AND MAY BE RE —USED - ' a 1 F "'• 3. CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX.) ` ' � 17 J� ** TYPE "D" DLC NOTE MAY BE USED PER SPECIFICATIONS. THE DLC QUANTITY IN THE SCHEDULE REFLECTS TYPE "B ", � - ( ) � ; '_ � TYPE 1 V R TYPE IV (L) ° ,', ' (�E REMAIN) ARROW THE CONTRACTOR SHALL ADJUST ACCCORDINGLY. THE EXISTING DLC'S ARE NOT REFLECTED IN SCCEDULE, BUT SHAD.' -, . ARROW REMAIN IN PLACE EXCEPT THE 02 & 06 ADVANCED DLC'S ARE TO BE REPLACED AS SHOWN. - . - ' • 18" STORM DRAIN e LEGEND ss • LIMITS ' OF .STRIPE REMOAL ' EGIS RED CIVIL ENGINEER ' S CITY OF BAKERSFIELD � � „p.,.� -�;� .; ° 1501 TRUXTUN AVENUE fig, ,�-�. ,� 1 ca�xROZ.owG.1 , F. CAS ,, � � , 7'r BAKERSFIELD, CA 9330 � _.�.., - I r:TEPN '81016. Plans for• Mddificatinn of s„ `• R��::.x� 3 �rN�IMMM� ter. . � Traffic.. Signal ;and. Lighting �� Syster� s �a � 9 3 PPB NEUTRAL EX. EX. EX. 1 1 � - �� I I on Ming Ave.' at �as�ro �.n, , � �, SPARES � , 1 . _ ; I � I N/E C , � �_ � �TRAFFI C i � °� �����.:�v��l� � _ SIGNAL NEUTRAL , - - -_ _.__._. ___...._ - _.___. _...,�.. - -- - - - -- - - - -- -- - -•- ' X. x. 2 2 .. I � f MODIFICATION'., o - 10 LI HTING EX. E E ,I I - �� - IOTA � 3 3 � ,�2 Detector -3 3 3 3 � ' _ - � - CITY OF- �A�ER�'IE( 1 =101 1Y� a 06 detector 3 3 3 3 - � ; t � - - ; �. � � n�� � � � � � � Z_Lq �- � �.�� - _ � PUBLIC :WORK�S -= TR,�FFIC � ENGI]V���� IINTERCONN ECT 6 =PAIR v S . .Y . " TAPE V" (L) �� `' ' �e , I t.'a8 A �� ARROW ; • '� 1 i I - 416 T ,Y �I (�Exlsrl G) ' 0 RE AI ) I , 3W ., I0 < 3 y�1� P 11 ��11 ; I , , I , I f I ji r , t S � I j l � CONDUCTOR. SCHEDULE � CONDUIT SIZE 3" 3" 3" 3" 1 3" 3" 11. 5 1.5'" 1. 5"I 1.5" 2" 2" 2" 2" CONDUCTOR RUN 1 2 A3A41 5 6 8 9 1 (N)EW OR (E)XIST. E E E E E E E E N E N N N N AWG 0 1 Ex. as 2 EX. X 3 6 3 3 3 4 EX. EX. EX. 3 3 0 5 EX. EX. 0 6 EX. EX. # 14 - - 0 2 W— D W � 4 W--DW EX. EX. EX. 2 2 q, 6 W —DW o 8 W —DW 0,2 PPB EX. EX. I EX. 1 1 os 4 PPB 06 PPB 0 8 PPB NOTES: 1M SEE SHEET 5 -FOR CONDUCTOR SCHEDULE AND INTERSECTION SCALE 1"=40' CN f - - - - - • i s Q 44 - - . . ... _ - - . 45 46 47 - - L `.31i I .,, . #5 P.B. L.B. CONNECTION , Z----------- U Q 400' KAin A X/,= n Him t-iugnes Lone a a TB -1 TB -1 o 0 TB--1- ,a O - TB -3 (Comm In) -M-4 (Comm In) �r 1B -5 (Canm Out) 7B-6 (Comm Out) ; CASTRO LN. H z U GH ES LN INTERCONNECT DETAIL` N TS C2P MODEM INT`ERCONNECT /TERMINAL BLOCK T�3 -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR T1B-1 WRE COLOR' MODEM HARNESS MW CO- A AUDIO IN WHITE TB1- -3 11111-IITE B AUDIO IN BLACK TB1 -4 BLACK T, C AUDIO OUT RED TB1- 5 BLACK E AUDIO OUT: GREEN TB1- -6 _GREEN za;_� �0 ( t Ce R STERED CIVIL ENGINEER xi Ski. 32� CIITY OF BAKERSFIELD 0141 lFry a 1501 TRUXTUN AVENUE B�AKERSFIELD, CA 93301 a�� CAS�TR04 DW>� f _ ©Ai1~ Plans for, Modification �of 8 2a Traffic Si �nal and L htin S stem R ..� 9 9 �' (fT >: on Ming Ave, at Castro Ln. . . .. 1p: p cWfaNMp w7 TRAFFIC �� SIGNAL � INTERCONNECT •L ���-K� CITY'0F:`-BAKERSFIELD t -w- PUBLIC WORKS' M M C ENGINEER p� G 4y DETAILS ON MING, AVE. AND CASTRO LN. [2] MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT: EXCEED 400 FEET. ® ALL INTERCONNECT PULL BOXES SHALL BE NUMBER 5 BOXES. ® CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION`., JOINT BEYOND THE AREA DA MAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. Q INSTALL AND CONNECT INTERCONNECT CABLES THROUGH SIDE OF CONTROLLER CABINET OR CABINET FOUNDATION ADAPTOR WHERE APPLICABLE USING EXTERNAL "LB" CONNECTION. CONNECT CABLES TO CONTROLLERS AT EACH LOCATION PER DETAIL, THIS SHEET. 6[] CONNECT INTERCONNECT CABLE TO TERMINAL BLOCK TB -1 ON SIDE PANEL NO. 4 OF ,CONTROLLER CABINET AT EACH END OF RUN PER INTERCONNECT DETAILS THIS SHEET. TERMINAL BLOCKS NOT EXISTING IN OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CITY. © CONTRACTOR WILL FURNISH AND INSTALL MODEM (GENERAL DEVICES & INSTRUMENTS, - MODEL . 404 OR EQUIVALENT) AND C2P MODEMI INTERCONNECT HARNESS IN CABINET AT EACH INTERSECTION. CN f - - - - - • i s Q 44 - - . . ... _ - - . 45 46 47 - - L `.31i I .,, . #5 P.B. L.B. CONNECTION , Z----------- U Q 400' KAin A X/,= n Him t-iugnes Lone a a TB -1 TB -1 o 0 TB--1- ,a O - TB -3 (Comm In) -M-4 (Comm In) �r 1B -5 (Canm Out) 7B-6 (Comm Out) ; CASTRO LN. H z U GH ES LN INTERCONNECT DETAIL` N TS C2P MODEM INT`ERCONNECT /TERMINAL BLOCK T�3 -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR T1B-1 WRE COLOR' MODEM HARNESS MW CO- A AUDIO IN WHITE TB1- -3 11111-IITE B AUDIO IN BLACK TB1 -4 BLACK T, C AUDIO OUT RED TB1- 5 BLACK E AUDIO OUT: GREEN TB1- -6 _GREEN za;_� �0 ( t Ce R STERED CIVIL ENGINEER xi Ski. 32� CIITY OF BAKERSFIELD 0141 lFry a 1501 TRUXTUN AVENUE B�AKERSFIELD, CA 93301 a�� CAS�TR04 DW>� f _ ©Ai1~ Plans for, Modification �of 8 2a Traffic Si �nal and L htin S stem R ..� 9 9 �' (fT >: on Ming Ave, at Castro Ln. . . .. 1p: p cWfaNMp w7 TRAFFIC �� SIGNAL � INTERCONNECT •L ���-K� CITY'0F:`-BAKERSFIELD t -w- PUBLIC WORKS' M M C ENGINEER p� G 4y