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HomeMy WebLinkAbout3.2-588LIST OF DRA WING SHEET 1 TITLE SHEET SHEET 2 TRAFFIC SIGNAL SHEET 3 STREET, SIGNING AND TRIPING PLAN BENCHMARK: TOP OF BRASS MARKER IN MONUMENT AT THE CENTERLINE INTERSECTION OF PANAMA LANE & OLD RIVER ROAD ELEVA TION USED=349.46 TRAFFIC SIGNAL AND LIGHTING SYSTEM INS TA L LA TION BASIS OF BEARING: THE CENTERLINE OF OLD RIVER ROAD, WHI H BEARS N00021 '35 "E AS SHOWN ON PARCEL MAP NO. 8775, FILED IN BOOK 37, OF PARCEL MAPS AT PAGES 47-48 IN THE OFFICE OF THE KERN COUNTY REC RDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. CALTRANS 2006 STANDARD PLANS ES— 1A ES -3C ES -5C ES -9B EXIST STORM DRAIN A20B RSP A88A ES -1B ES -4A ES -5D ES— 10 POWER LINE A20C A876 ES -1C ES -4B ES -6A ES -11 OF �� A20D ES -2B ES -4C ES -68 T-11 W.V. A24A ES -2C ES -40 ES -7A T-12 ® A24B ES -2E ES -4E ES -7F ES -1 A A24C ES -3A ES -5A ES -7H ES— 1J3 A24D ES -3B ES—SB ES -8 A20A A24E CITY STANDARDS S— 6, T-19 CONVENTIONAL S Y B OLS EASEMEN T RIGHT—OF— WA Y CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE UTILITY SYMBOLS w EXIST WA TER LINE G EXIST GAS LINE OH EXIST AERIAL LINES Tv EXIST UNDERGROUND TV CABLES M. H. 0 MANHOLE P.P. _w POWER POLE © EXI S TING MONUMENT t❑ FUTURE MONUMENT S.L. EXIST STORM DRAIN LF �f STREET LIGHT LF POWER LINE T • C.O. SF c0 STREET LIGHT W/M� STREET LIGHT W/MAST ARM CLEAN OUT CLEAN OUT QROFESS DEAN � C 46803 � * Exp. 6-30-11 kp ON PANAMA LANE AT OLD RIVER ROAD EXIST. CURB & GUTTER EXIST. A.C. FLOWLINE EXIST. EDGE OF PA VEMENT GUARD RAIL IMPROVEMENTS BENCHMARK �- VEHICLE DETECTION CAMERA © PRE—EMPTION DEVICE EXIST SEWER LINE S SD EXIST STORM DRAIN LF E EXIST UNDERGROUND 1010 LF POWER LINE T EXIST UNDERGROUND SF c0 PHONE LINE OF �� FIRE H YDRAN T W.M. ❑ WATER METER W.V. N WATER VALVE G. M. ® GAS METER G. V. N GAS VALVE BENCHMARK �- VEHICLE DETECTION CAMERA © PRE—EMPTION DEVICE L OCA TION MAP NO T TO SCALE I FINAL PAY QUANTITIES I ROADWAY EXCAVATION � REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS THERMOPLASTIC DETAIL 22 THERMOPLASTIC DETAIL 27 THERMOPLASTIC DETAIL 29 THERMOPLASTIC DETAIL 38 THERMOPLASTIC PAI/EMENT MARKINGS (WHITE) 1720 HITE 1 r� LAN SF 600 LF 2555 LF 1010 LF 600 LF 441 SF c0 --__> t RIS RO D HA ANAM cocA nav 0 J 0 i� w L- - — t 0 Q 0 W N Q 0 Q 0 J TAFT HWY (F NAMA ROAD) L OCA TION MAP NO T TO SCALE I FINAL PAY QUANTITIES I ROADWAY EXCAVATION � REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS THERMOPLASTIC DETAIL 22 THERMOPLASTIC DETAIL 27 THERMOPLASTIC DETAIL 29 THERMOPLASTIC DETAIL 38 THERMOPLASTIC PAI/EMENT MARKINGS (WHITE) 1720 C 3670 SF 600 LF 2555 LF 1010 LF 600 LF 441 SF Job No.: TOK202 ile Path: S: \PROJECTS\Rlt\Projects 07-08\T8K124 Panama Old River/ T8K124_Pan am a_Old_Ri ver_2. dwg T Name: T0K202_SoHStHosking. dwg STATE OF CALIFORNIA NO TE.• THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES.• — NO TE. • Cf,4 SS 4 or C 10 THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 3.2-588 APPROVED BY, RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-1 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: 1 SISTANT C WORKS DIRECTOR CIVIL ENGINEER IV — DE ENGINEERING TRAFFIC ENGINEERING TRAFFIC SIGNAL .AND LIGHTING SYSTEM PANAMA LANE AT SOLD RIVER ROAD 0 1 N Z V� w QL jI O J 0 Q W Z Q J Q Z 0 rInn DATE J Q DATE 0� ,cam V DATE L 17-11Q 2/z<ir � DATE NO 1 OF 3 SHEETS 2 CITY OF BAKERSFIELD, CALIFORNIA 5(T) Er T) X 04 Z) � J CONSTRUCT/ON NOTES: POLE SCHEDULE QROFESS/N 1 611 77 i CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER -AND 332 CAB/NET ASSEMBLY. SERVICE SHALL BE LOCA TIONS OF THE STANDARDS SHALL BE AS DIRECTED BY THE ENGINEER A T THE SITE. POLES "A " & "F" SHALL BE SET TO 'DEAN�� Rq��jF��\ o 120v/240v TYPE 111 -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX /N FRONT OF CONTROLLER SHALL BE THE TOP OF FOUNDATION ELEVATIONS IN POLE SCHEDULE, AND EMBANKMENT SHALL BE PLACED PER DETAIL, THIS SHEET opo MAST ARM SIGNALS o s SIGNS .? 'Y / '` a ` 2.�✓'�, s� �,�' CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE N -BF SERVICE LOC. STANDARD LIGHTING VEHICLE WALK W-DVV PPB ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED," "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. ST. NAME SIGN REMARKS !�®CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES oA ,oD ,QF '©&oK ' BAKERSFIELD, CA 93301 SIGNALS FO DONT WALK :0 D POLE R MASTARM MOUNTED ROW ANAMA LANE(S) FD. ELEV 349.60 LOOPS SHALL BE 6 FT /N DIAMETER. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE OR EDGE 29-5-100(S) 15'(S) MAS(C) OF PA VEMENT SHALL BE A M1NIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING. LOOPS SHALL BE INSTALLED ONLY 55'(S) SCALE: 1 "=20' L T --MA T(C) O 11 405' TO FRONT OF E LOOP 8 R --J4 ON MAST ARM() $C 7 12 R9-3, R93a(C) 10 TYPE IA(S) TV-1-T(C) SP-1-T(C) i0 8 010' 0 10 © TYPE 1A(S) TV-2-T(C) THRU LANE 08 TYPE E 19- 4-100(S) 15'(S) SV-1—T(c) MA�� C Sp-1-T(C) 02 08 0 D RIVER ROAD(S) N LEFT TURN LANE 25(S) L () (C) (C) R 34 ON MAST ARMC () E TYPE 1A(S) TV-2-T(C) SP-1-T(C) 08 (C) 02 (C) STOP BAR DANAMA LANE(S) FD. ELEV 350.00 �( ! F 29-5-100(S) 15' (S) MAS(C) 55' (S) CQ cr- L T- MA T(C) NTS R --J4 ON MAST ARM(C) 7 8 12 Q04 15'(S) CONDUCTOR @ TYPE 15(S) SV-1—T(C) Sp-1_T(C) ) �C) CONDUIT SIZE 2-3 2-3 W 3 3 3 � 2 2 3 3 3 3 2 2 3 (E) = EXISTING CONRUN 1 DUCTOR A 2 3Q 4 AAZ 7A 9 AAAAAA O C H TYPE 1 A(S) TV-2-T(C) SP-1-T(C) 02 (C) 04 (C) N N N N N N DESIGNATION N N N N N N N 28 CONDUCTOR 4 4 2 m 1 I TYPE 1A(S) 1 SV-1-T(C) 04 W 9 CONDUCTOR 04 1 o TYPE I A(S) 1 1 TV-2-T(C) SP-1-T(C) ) R9-3, R93a(C) 5 CONDUCTORCO 1 1 1 1 1 1 RIVER ROAD(S) ! 7---------------------- �( 29-5-100(S) 15'(S) MAS(C) L T -MA T(C) OLD 55 (S) I #10 LIGHTING 4 2 R 34 ON MAST ARM (C ) 2 2 2 I I (S) City Supplied, (C) Contractor Supplied NO TE.. Row PRE-EMPTION CABLE 4 4 2 1 1 1 NEW SIGNAL POLES, 1A P LES, SIGNAL POLE AND LUMINAIRE MAST ARMS, SIGNAL POLE AND LUM/NAIRE MAST ARM CONNECTION 1 HARDWARE, AND ANCHOR,BOL IS WILL BE CITY FURNISHED AND DELIVERED B THE CONTRACTOR TO THE SITE FROM THE CITY MUNICPAL AIRPORT LOCA TED A T 2000 SO UNION A VE. CONTACT C/ TY'S ELEC /CAL SUPERVISOR A T LEAST o 48HRS PRIOR TO K o PICK-UP. ALL OTHER EQUIPMENT SHOWN IN THE POLE SCHEDULE, EXCEPTS 1 EET NAME SIGNS SHALL BE FURNISHED BY THE N CONTRACTOR. ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA AND PLACED AT A MINIMUM HEIGHT OF 3' Ln #2 SERVICE (PRIMARY) 0 co N �I E E E wy E L i n d t / F y a / k ✓ T; / EEO C) 3 ,.-. y / / i 02DETECTOR 3 3 3 3 3 1 co 03DETECTOR 2 2120 100'5090 CITY OF BAKERSFIELD, CALIFORNIA 5(T) Er T) X 04 Z) � J CONSTRUCT/ON NOTES: AND WALKING PERSON COMBO, INTERNATIONAL SYMBOL TYPES AS DETAILED /N THE SPECIFICATIONS. QROFESS/N 1 611 77 i CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER -AND 332 CAB/NET ASSEMBLY. SERVICE SHALL BE LOCA TIONS OF THE STANDARDS SHALL BE AS DIRECTED BY THE ENGINEER A T THE SITE. POLES "A " & "F" SHALL BE SET TO 'DEAN�� Rq��jF��\ o 120v/240v TYPE 111 -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX /N FRONT OF CONTROLLER SHALL BE THE TOP OF FOUNDATION ELEVATIONS IN POLE SCHEDULE, AND EMBANKMENT SHALL BE PLACED PER DETAIL, THIS SHEET opo /; #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E #043459. o s C 46803 I .? 'Y / '` a ` 2.�✓'�, s� �,�' CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE N -BF SERVICE , �; ;, i✓a . irY/✓'' +°'✓f •X/ ..., * Exp. 6-30-11 / PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. STALLED IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC AA o NOT SHOWN ON PLAN. 3.L ,d,.'.,.5 fj f�� ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED," "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE M.H. !�®CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES oA ,oD ,QF '©&oK ' BAKERSFIELD, CA 93301 �I FO ALL LUMINAIRES SHALL BE WIRED FOR ENERGIZA TION LUM/NAIRE "F" SHALL NOT BE ENERGERIZED A T THIS TIME CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. O 405' TO FRONT OF E LOOP E E 5 T 6 () E ! ROW f<. k A: a705r R LOOPS SHALL BE 6 FT /N DIAMETER. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE OR EDGE � , OF PA VEMENT SHALL BE A M1NIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8.• 3O AM -4: 30 PM. SCALE: 1 "=20' PANAMA LANE O 11 405' TO FRONT OF E LOOP 8 �I 010' 15' THRU LANE TYPE E C�_ 2 ---� LOOP DETECTOR 10 10 10 N LEFT TURN LANE STOP BAR FH w v. LOOP LAYOUT cr- NTS CONDUCTOR SCHEDULE CONDUIT SIZE 2-3 2-3 3 3 3 3 � 2 2 3 3 3 3 2 2 3 (E) = EXISTING CONRUN 1 DUCTOR A 2 3Q 4 AAZ 7A 9 AAAAAA N N N N N N N N N DESIGNATION N N N N N N N 28 CONDUCTOR 4 4 2 1 1 9 CONDUCTOR 1 1 1 1 1 1 5 CONDUCTORCO 1 1 1 1 1 1 I #10 LIGHTING 4 2 2 2 2 2 2 2 PRE-EMPTION CABLE 4 4 2 1 1 1 - 1 1 1 0 #2 SERVICE (PRIMARY) co #6 SERVICE (SECONDARY) C) OIDETECTOR 2 2 02DETECTOR 3 3 3 3 3 1 03DETECTOR 2 2 :04DETECTOR 3 3 3 3 3 3 3 1 05DETECTOR 2 2 2 2 2 v :06DETECTOR 3 3 O 07DETECTOR 2 2 2 2 2 2 2 Q_ 08DETECTOR 3 3 6i TOTAL DLC 20 15 10 7 5 1 1 5 1 5 5 1 5 CITY OF BAKERSFIELD, CALIFORNIA 5(T) Er T) X 04 Z) � J ! REVISIONS W Q5 ALL PEDESTRIAN INDICA ly TION MODULES WHERE SHOWN ON PLANS AND POLE SCHEDULE SHALL BE NEW, LED "UPRAISED HAND, " No. DA TE DESCRIP TION � CONSTRUCT/ON NOTES: AND WALKING PERSON COMBO, INTERNATIONAL SYMBOL TYPES AS DETAILED /N THE SPECIFICATIONS. QROFESS/N _ 10 CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER -AND 332 CAB/NET ASSEMBLY. SERVICE SHALL BE LOCA TIONS OF THE STANDARDS SHALL BE AS DIRECTED BY THE ENGINEER A T THE SITE. POLES "A " & "F" SHALL BE SET TO 'DEAN�� Rq��jF��\ o 120v/240v TYPE 111 -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX /N FRONT OF CONTROLLER SHALL BE THE TOP OF FOUNDATION ELEVATIONS IN POLE SCHEDULE, AND EMBANKMENT SHALL BE PLACED PER DETAIL, THIS SHEET opo #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E #043459. REG/ST RED C 46803 I 20 CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE N -BF SERVICE .QLVILNGINEER * Exp. 6-30-11 / PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. STALLED IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC AA o NOT SHOWN ON PLAN. ❑3 ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED," "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE �? qTF Crvi�- !�®CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES oA ,oD ,QF '©&oK ' BAKERSFIELD, CA 93301 OF CA1-�F - ! ALL LUMINAIRES SHALL BE WIRED FOR ENERGIZA TION LUM/NAIRE "F" SHALL NOT BE ENERGERIZED A T THIS TIME CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. O 405' TO FRONT OF E LOOP E E 5 T 6 () E ! REVISIONS W Q5 ALL PEDESTRIAN INDICA ly TION MODULES WHERE SHOWN ON PLANS AND POLE SCHEDULE SHALL BE NEW, LED "UPRAISED HAND, " No. DA TE DESCRIP TION � : 10 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY AND WALKING PERSON COMBO, INTERNATIONAL SYMBOL TYPES AS DETAILED /N THE SPECIFICATIONS. ; COMPANIES. FINAL RESPONSIB/L TY FOR LOCATING UTILIT/ES /N THE FIELD /S THE CONTRACTOR'S © LOCA TIONS OF THE STANDARDS SHALL BE AS DIRECTED BY THE ENGINEER A T THE SITE. POLES "A " & "F" SHALL BE SET TO r a -' • CONSTRUCTION EQUIPMENT SHALL NOT HA VE A WHEEL LOAD IN EXCESS OF 15, 000 POUNDS PER WHEEL. o COMPACTION OF SUBGRADE, BASE MATERIALS, ASPHALT CONCRETE AND TRENCH BACKFILL SHALL BE ACCOMPLISHED 3 O THE TOP OF FOUNDATION ELEVATIONS IN POLE SCHEDULE, AND EMBANKMENT SHALL BE PLACED PER DETAIL, THIS SHEET ... WI THOU T VIBRA TORS. 70 CONTRACTOR SHALL INSTALL (4) CITY -FURNISHED OPTICOM 711 PRE-EMPTION DEVICES THE CONTRACTOR SHALL FURNISH _ _ T) • A MIN/MUM OF ELEVEN AND ONE-HALF (11.5) FEET MUST BE MA/NTA/NED BETWEEN EACH SIGNAL FOUNDATION FACE o s FOR POLES "B" AND "C" AND THE CENTERLINE OF PG&E'S EXISTING PIPELINE, RESPECT/ VEL Y. " AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121). ONE OPTICOM 754 PHASE SELECTOR UNIT WILL BE IN- 2 _ 11 DISTANCE FROM THE FRONT E LOOP TO TO ADVANCED DETECTION LOOP SHALL BE 405 FT ON EACH LEG ACTUAL DISTANCE 1S Row \ ivl STALLED IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC AA o NOT SHOWN ON PLAN. Ln w 12 TOP OF SIGNAL STANDARD FOUNDATION SHALL BE SET TO ELEVATION SHOWN /N THE POLE SCHEDULE FOR POLES "A" AND "F" 11.5 (M "A ENGINEER IN THE FIELD. THE CONTRACTOR SHALL PROVIDE AN ON SITE PRE-EMPTION TECHNICIAN AND SHALL CONTACT A POLE LOCA TION " IS OFFSET 55' FROM CENTERLINE OF OLD RIVER ROAD, AND 83' OFFSET FROM CENTERLINE PANAMA LANE. 10 "F" POLE LOCATION IS OFFSET 55' FROM CENTERLINE OLD RIVER AND 83' OFFSET CENTERLINE FROM PANAMA LANE. QUALIFIED OPTICOM PRE-EMPTION DEVICE REPRESENTATIVE 48 HOURS PRIOR TO SIGNAL ACTIVATION. 3 ® CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. O 405' TO FRONT OF E LOOP E E 5 T 6 () E ! LOOPS SHALL BE CENTERED /N THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE. TYPE E DETECTOR f<. k A: a705r R LOOPS SHALL BE 6 FT /N DIAMETER. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE OR EDGE � , OF PA VEMENT SHALL BE A M1NIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8.• 3O AM -4: 30 PM. SCALE: 1 "=20' ;. mow. :.waw. ,.:w ..i.+.'•.., �. ... ,..„,:^.':• . � /,� �.:. �,�v--, ; , .,,....' - ., ,�y ///i ..�`�S. - '[,. :www ;2 6J2 1190 04 7 � `� P.P. 6 O �”, 50' PG&E EASEMENT ROW SIE Corn er Controller Detail 1=10' SIGNAL STANDARD f--2' MIN MIN D.���� III �I I�xrsTINGI I II ('- GRADE Signal Standard Embankment Poles "A" and "F" NTS De tail ( DIAL L)L U 7 1 5 1 5 1 1 1 1 5 1 1 File Name: T8K124_Panorama_0/d River_ Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION UBLIC WORKS DEPARTMENT Job No.: T8K124 Engineer: RLT Date: Jan. 27, 11 Checked By.- PANAMA LANE AT OLD RIVER ROAD 3.2-588 0 CONCRETE F00 TING SHEET NO 2 OF 3 1 2 3 : 10 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY ; COMPANIES. FINAL RESPONSIB/L TY FOR LOCATING UTILIT/ES /N THE FIELD /S THE CONTRACTOR'S 21 y y FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PG&E EASEMENT,, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: r a -' • CONSTRUCTION EQUIPMENT SHALL NOT HA VE A WHEEL LOAD IN EXCESS OF 15, 000 POUNDS PER WHEEL. COMPACTION OF SUBGRADE, BASE MATERIALS, ASPHALT CONCRETE AND TRENCH BACKFILL SHALL BE ACCOMPLISHED 3 O ... WI THOU T VIBRA TORS. A MIN/MUM OF THREE FEET OF COVER MUST BE MAINTAINED OVER THE PG&E PIPELINE AT ALL TIMES. _ _ T) • A MIN/MUM OF ELEVEN AND ONE-HALF (11.5) FEET MUST BE MA/NTA/NED BETWEEN EACH SIGNAL FOUNDATION FACE s FOR POLES "B" AND "C" AND THE CENTERLINE OF PG&E'S EXISTING PIPELINE, RESPECT/ VEL Y. " 2 _ 11 DISTANCE FROM THE FRONT E LOOP TO TO ADVANCED DETECTION LOOP SHALL BE 405 FT ON EACH LEG ACTUAL DISTANCE 1S Row \ ivl AA o NOT SHOWN ON PLAN. > w 12 TOP OF SIGNAL STANDARD FOUNDATION SHALL BE SET TO ELEVATION SHOWN /N THE POLE SCHEDULE FOR POLES "A" AND "F" 11.5 (M "A l POLE LOCA TION " IS OFFSET 55' FROM CENTERLINE OF OLD RIVER ROAD, AND 83' OFFSET FROM CENTERLINE PANAMA LANE. 10 "F" POLE LOCATION IS OFFSET 55' FROM CENTERLINE OLD RIVER AND 83' OFFSET CENTERLINE FROM PANAMA LANE. 11.5'(M/N) 10 `t 8 O 405' TO FRONT OF E LOOP E E 5 T 6 () E „ , ...` E f<. k A: a705r R ;. mow. :.waw. ,.:w ..i.+.'•.., �. ... ,..„,:^.':• . � /,� �.:. �,�v--, ; , .,,....' - ., ,�y ///i ..�`�S. - '[,. :www ;2 6J2 1190 04 7 � `� P.P. 6 O �”, 50' PG&E EASEMENT ROW SIE Corn er Controller Detail 1=10' SIGNAL STANDARD f--2' MIN MIN D.���� III �I I�xrsTINGI I II ('- GRADE Signal Standard Embankment Poles "A" and "F" NTS De tail ( DIAL L)L U 7 1 5 1 5 1 1 1 1 5 1 1 File Name: T8K124_Panorama_0/d River_ Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION UBLIC WORKS DEPARTMENT Job No.: T8K124 Engineer: RLT Date: Jan. 27, 11 Checked By.- PANAMA LANE AT OLD RIVER ROAD 3.2-588 0 CONCRETE F00 TING SHEET NO 2 OF 3 1 2 3 STA 10+47.50 17.50' LT QROFESS/p\ END AC RAMP R2. BEGIN z ��O gEAN R �� 3 SHOULDER BACKING, SEE v Qr SECTION C, AND D. 7 15 SF o N z N z REGIS TERED,r Q Vl ENGINEER C 46803 c 1 50 SF 0QWQ� "WWor�o;�' * Exp.6-30-11 1* +Z:z�� A ���CZ, CITY OF BAKERSFIELD sT STA 10+6750 17.50' LT `�ZZz_, �QQ=�,�, qT CIVIL END AC DIKE & RAMP Q W W W z PANAMA LANE 3 Q- C o o= so TRUXTUN AVENUE F o`� TRANSITION. U)mmmQ Qaa000� BAKERSFIELD, CA 93361 OF CA��F c-zzzzzQ — — — � W W W w W � o� REVISIONS PAVEMENT ANGLE POINT 442 LF FROM 4 3CR 13 BCR OF AC 252 LF 5 SAWCUT (1' TYP.) No. DA TE DESCRIPTION 6O 5.5' RAMP 8X90 EX EP E E -�, 150' DETAIL 38 ' ' W3-1, W3-3 9 11 E BATAPER 100 1 E P.P. i - E 100.................................................................. �° ................................................ ............................ .............................................................................................................................................................................................. .... a N 1' 30 4 Z W 11 EX DET 27 STA 14+40 12' RT END PA YEMEN T END SHOULDER BACKING, END DET 27, END DET 29. MATCH EXISTING. R/W VARIES VARIES 6'24' 35' 6' 1' TO 1 TO SHOULDER SHOULDER VARIES � VARIES BACKING BACKING 0.45' A. C. 2% 2% 0.45' A. C. 0.55' A.B. 0.55' A. B. — 0.45' A.,?-. --127-1' SAWCUT I' SA WCU T 4:1 EX/S TING PA VEMEN T — EP EP N EXISTING ( A VEMENT � � m �, / I 1.65" NATURAL GROUND 1.65 NATURAL GROUND EP EP 6 20' — 6 L12 AC DIKE TYPE A, WITH 5 AC DIKE COMPACTED TO 95q MAX COMPACTED TO 959' MAX N RAMP RAMP 1.0' NA TURAL GROUND ACCESS RAMP BREAKDOWNS PER RELA TI VE DENSI TY. B OLD RIVER ROAD RELA TI VE DENSI TY. 1.65 NA TURAL GROUND 1.65 NATURAL GROUND COMPACTED TO 95% MAX A PANAMA LANE 0.50 0.50 CAL TRANS STA TE STD PLAN A87B COMPACTED TO 95q MAX FG � � O.g3` � FG COMPACTED TO 959' ' 3 STA. 5+59.00 TO 9+53.00 NTS RELA TI VE DENSI TY. 3 STA. 5+59. D TO 9+52.60 NTS RELA TIVE DENSITY. n8 — ` 3� REL TI VE DENSITY. LA TEST VERSION. STA. 10+48.00 TO 14+40.00 STA. 10+4750 TO 14+40.00 — COLDPLANE/OVERLA STA. 8+11-00 TO 9+74.0 , , 1 1 1—� —111 1-1 1 —111-1 C PANAMA LN /OLD RIVER RD w 11 I �1 1-111 0.20' AC 1 1-1 1 1— 1-1 3 AC ACCESS RAMP AREAS NTS o 48 SF 2 ALL FOUR CORNERS 0.45 SHOULDER RAMP TAPER TYPE A AC DIKE AND SHOULDER v g n' SC /e: 1 "=20' ?Ar'/l/A/(,' 0.50' TO VARIES n n 111.111,111 n r 111 1 n 11111 ten' nnlnn Q 5.0' OLE) RIVER RD 7.0 6.0 — �� �A AO 7 1 SF 394 LF FROM 4 ° 39 SF 2 120 SF 1 253 LF 5 725 SF 1 150 LF 3 15 SF 7 _ I ECR OF AC W3-1, W3-3 9 38 SF 2 EX EP �I 10' � 11.5 � ,� )�••����� 11 394 LF 4 EX WELL � f ANGLE � _ �-Py ' 6 � 8'X90' RAMP 11 N 36 50 35 5 150 DETAIIi 38 j ( ) D SF 1 „s \ z 7, BAY TAPER 12 POINT 2 OFFSET 5 � 1 TYP 12 1 F f i ds All d.r A Y � 1 \ ,r i X23•'::'. •. •. •. •::: •::; :: • : •: •: •: • : •: •: •: •: TYP' .....r — .. ........ . .. 3 : i ten_, y ....._....?_ .. ,..,..,. N 14 6 1 N U 11.5 1 N N 1 CURVE DATA TABLE 1 U 6' WIDE SHOULDER BACKING. (BOTH SIDES TYP.) SEE SECTIONS ""A'- AND -'B-- THIS SHEET• RADIUS ct�12 Q4 INSTALL THERMOPLASTIC DETAIL 27 30' "A " FLOWLINE "�j Q5 INSTALL THERMOPLASTIC DETAIL 29 INSTAL DIKE B TYPE AC DIKE PER MA Y 2006 CAL TRANS STD PLAN A87B, LA TEST VERSION AS SHOWN ON EACH CORNER. PROVIDE 5 LF EAKDOWNS A T EACH CROSSWALK AS SHOWN ON THE PLANS A T EACH CORNER APPROACH PROVIDE 6' RAMP BEGINNING 26' AC DIKE (DINSTALL 30' THERMOPLASTIC DETAIL 58 46.50 PRIOR 0 BCR AND 6' RAMP IMMEDIA TEL Y AFTER ECR, SLOPE AS SHOWN IN THE DETAIL. PROVIDE 3.5' MIN ACCESS CLEARANCE TO DIKE o 30' 46.00' FLOWLINE BACK F EXISTING UTILITY POLE ON THE N/E AND S/W CORNER RAMPS R2 & R4, THIS SHEET � �7 INSTALL THERMOPLASTIC TYPE lV(R), lV(L), PAVEMENT 13 SEE Sl NAL PLAN SHEET 2 FOR PG&E MINIMUM DISTANCE REQUIREMENTS BETWEEN PIPELINE AND POLE FOUNDATIONS. ARKING AS INDICATED ON PLAN. CURVE DATA TABLE 1 CURVE No. RADIUS LENGTH DESCRIPTION R1 30' 46.60' FLOWLINE AC DIKE R2 30' 46.70' FLOWLINE AC DIKE R3 30' 46.50 FLOWLINE AC DIKE R4 30' 46.00' FLOWLINE AC DIKE x TYPE "A" ASPHALT CONCRETE PAVEMENT, IN PLAN. TYPE "A " AC DIKE IN SECTION VIEW. SEE CONSTRUCTION NOTES AND SECTION DETAILS, THIS SHEET. 3.2_588 SHOULDER BACKING cn File Name.' T8K124—Panorama—Old—River Drawn: RLT TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION CITY OF BAKERSFIEL , CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TBK124 Engineer: RLT Date: Jan. 27, 11 Checked By PANAMA LANE AT OLD RIVER ROAD 1 � � 0 1 ROW SHEE T lV 0. 3 OF —7---T 1 2 3