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HomeMy WebLinkAbout6.1-1824 Bernard St at Fashion Plm CONSTRUCTION NOTES._ C I Y 0 F BAKER 1. ALL CONSTRUCTION 'PERMITS -SHALL BE OBTAINED FORM THE - PE TIVE 1�. CONSTRUCT CONCRETE MEDIAN CURB — TYPE '"M" PER CITY, OF BAKERSFIELD �0 STANDARD DRAWING NO. S, -36. � �,��� _ - �- � -.._ , � , � ���� �E � : � LD CITY OF BAKERSFIELD AN[� KERN�fiTHU� DEPA�2TMENT� OF � r PUBLIC WORKS FOR * WORK 1 `"THE STREET RIGHT-0 —AY. 02. CONSTRUCT 5" ASPHALT CONCRETE (TYPE "B") OVER 5" AGGREGATE , BASE (CLASS 2) OVER 6" COMPACTED ORIGINAL GROUND PAVEMENT 2. ALL UNDERGROUND IMLkTIES WITHIN THE STREET RIGHT —OF —WAY SECTION PER CITY OF BAKERSFIELD STANDARD DRAWING N0. S -25. _� / , _ SMALL BE CONSTRUCTED, CONNECTED -AND TESTED PRIOR TO DEPARTMENT �� WORKS CONSTRUCTION OF. BERM, CURB, CROSS GUTTER.. SI[EWALK OR FINAL 33.. REMOVE EXISTING PAVEMENT TO, THE LIMITS SHOWN ON PLAN. PAVING. 4. CONSTRUCT VARIABLE A.C. OVERLAY WITHIN LIMITS SHOWN ON PLAN. - - 3. THE EXISTING AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE, AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, "THERE ARE NO 5. EMOVE PSING CONCRETE MEDIAN CURBS. STREET IMPROVEMENT OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. PLANS' HOWEVER; THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY f fJ MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. M 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO CONSTRUCT CONCRETE PAVER —RED STAMPED, BASKET—WEAVE PATTERN , _ _ BERNARD STREET Arp FASHION, PLACE BIE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 0 ' CONCRETE PER CITY OF BAKERSFIELD REQUIREMENTS. _ CONSTRUCTION OF NEW WORK. � CONTRACTOR WILL MAKE EXPLORA�TORY� � •� � " . EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES - � SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 1 i 5. THE CONTRACTOR SHALL NOTIFY THE PACIFIC GAS & ELECTRIC _ COMPANY PRIOR TO STARTING WORK BEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. - _ NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT BOUNDARY ARE UNDERGROUND INSTALLATIONS. " FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE PACIFIC R INDEX TO DRAWINGS ., cONTACT:LLANTHONY GARCIrrA. 1(805) 398 -5970. k 1 TITLE SHEET 6. THE CONTRACTOR SHALL NOTIFY THE PACIFIC BELL COMPANY PRIOR rt 2 BERNARD STREET - PLAN AND PROFILES STA. 34 +35 TO STA. 36 +20 TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 3 TRAFFIC SIGNAL PLAN COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. _ NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE ` "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND - �� APPURTENANCES, CONTACT THE PACIFIC BELL COMPANY. TELEPHONE: 1(800) 422 -4133. 7. THE CONTRACTOR SHALL NOTIFY CALIFORNIA WATER SERVICE PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK WITH DISTRICT REPRESENTATIVES. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT f ' ADVISE THEM OF THE PROPOSED THE UTILITY AGENCIES, z� F IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED, EXCEPT AS INCLUDED HEREIN. CONTRACTOR SHALL NOTIFY f CALIFORNIA WATER SERVICE FORTY —EIGHT t (48) HOURS PRIOR TO COMMENCING WORK, AND SHALL VERIFY LOCATION AND MAINTAIN ALL EXISTING WATER. DURING f CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING WATER MAINS ON SITE AS A RESULT OF HIS _ OPERATION, AND SHALL HAVE ON —SITE SUFFICIENT PIPELINE MATERIALS AND EQUIPMENT TO IMMEDAATELY REPAIR ANY DAMAGE TO I -. THE EXISTING WATER MAINS. 10. CITY OF - BAKERSFIELD INSPECTION NOTICE: A. � ITS BE THE RESPONSIBILITY OF THE CONTRACTOR TO _ INFORM THE CITY ENGINEER 44$-'HOURS IN ADVANCE OF COMMENCING WORK. I k B. THE CONTRACTOR SHALL GIVE ` 24 HOURS NOTICE ON CALLS FOR s INSPECTION OR TESTING. • PHONE: (805) 326 -3781. C. ANY WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REMOVAL. - D. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND WORK PRIOR TO EXCAVATION FOR INSTALLATION OF NEW UNDERGROUND WORK. _.. - _ 11. ALL E ' STR ET IMPROVEMENTS WORK SHOWN HEREON SHALL BE IN ACCORDANCE WITH CITY OF fK�RSFIELD AND CALTRANS SPEC IFI%ATION°,. - f X12. ALL VARIABLE THICKNESS A.C. OVERLAYS SHALL BE C2 —AR -4000 CLASS AND GRAD ASPHALTIC CONCRETE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER IN WRITING. NOTICE TO CONTRACTORS _ -�,� -� �, - - 13. WITHIN 72 HOURS AFTER FINAL SURFACING IS PLACED, ALL MANHOLE .r ALL CONTRACTORS AND SUBCONTRACTORS PtRFORMING ANY WORK SHOWN ON -� AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT -" CONTRACTOR TO FINISH GRADE. A SAFE PLACE T4 WORK AND THE PUBLIC -15 ALL EMPLOYEES ARE PROVIDED 14. FEATHER AC WHERE MEETING EXISTING PAVEMENT. FEATHER TO LANE PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. -_ 45 45 LINE OR A MINIMUM OF 10 FEET OR AS DIRECTED BY THE CITY DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT-� ENGINEER. NORTH R/W Or INDUSTRIAL RELATIONS' CONSTRUCTION SAFETY ORDERS". Sou -1 R w 15. BASIS OF BEARINGS: THE CENTERLINE OF BERNARD STREET BEING 1 THE CONTRACTOR FURTHER SHALL ASSUME SOLE AND COMPLETE RESPONSI — _ II' 27 ± 39 NORTH 89 9' 22" EAST AS SHOWN ON A MAP FILED IN BOOK 14,'� BIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PAGE 95 0 RECORD OF SURVEYS. OF THIS PROJECT, "INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; f : THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED` 16. BENCH MARK: AN "X" IN EAST END RETUIkN NO. CORNER LOYOLA AND COLUMBUS STREET'S: ELEV.= 666.856 TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, r 6 PROVIDE COLD PLANE 7 , INDEMNIFY AND HOLD THE OWNER, ENGINEER AND CITY OF BAKERSFIELD .ro�Nr wiTH M.N. _ _ G' * 1 AND KERN COUNTY HARMLESS FROM ANY ALL LIABILITY, REAL OR ALLEGED, �� -A.c. 8 saw CUT LINE I 17. ALL DISTANCES STATIONING AND DATA SHALL BE CHECKED BY THE t = Jo�N EXIST. PVM7 ; CONTRACTOR PRIOR TO THE START OF' CONSTRUCTION. IN CASE OF IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CF, SEE Pc�N EXCEPTING FOR LIABILITY ARISING FROM T:HE SOLE NEGLIGENCE OF THE i CONFLICT, THE ENGINEER-SHALL BE NOTIFIED IMMEDIATELY SO THAT 1 OWNER, THE ENGINEER OR THE CITY OF 13AKERSFlELD AND KERN COUNTY.. ExlsTin�G 5 PAVEMENT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK. 4 _� -� 1 I ;, To35�' Es , 37° a _ —_— _ _ _ _ — r 18. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ASSURE THAT J THE FINISHED FLOW LINES OF THE CURB AND GUTTER DRAIN FREELY µ L -4 a! _ — — — — _ y WITHOUT PONDING OF WATER. �,— 3 19. CONTRACTOR SHALL ATTAIN PERMISSION FROM THE CITY OF BAKERS — s E x I s--ING FIELD AND.OR COUNTY OF KERN FOR ALL WORK IN AND ADJACENT TO t (` PAVEMENT EXIST. CURB, GUTTER THE PUBLIC RIGHT —OF —WAY. AND SIDEWALK AnXin�sl ©Ew,ae K urTER 20. ANY EXISTING WATER VALVE BOXES, MANHOLES OR OTHER U11UlY ti ACCESS COVERS WITHIN THE AREA OF WORK SHALL BE ADJUSTED TO MATCH FINISHED GRADE. + VA R lE S , 2' TC, 141 l- >> FROM 5TA. 34+35 +o STA. 35.+ 25 fr °, tx TYPICAL SECTION rr PALLER- ROBERTS- ENGINE fZING INC* j� ,•.,': �� CONSULTING CIVIL ENGINEERS , . i � • �, � _ �� 6ERNA�RO _STREET '���..� 5701 SLAUStyi� AVENUE SUITE 208 N.T.S. ' �� . CULVER CITY 't A 90230 =.' �`v PHONE (F13) 641 -1853 - -E OCT, 5 , 190 - CONSTRUCTION RECORD REFERENCES Date Contractor f r Inspector Date Completed r REVISIONS App'd Date BENCH MARK SCALE Horizontal Vertical Office 9 Chocked �- -- CITY OF, BAKERSFIELD ENGINESRIr1G ��ARTU r g Designed Drawn BY P. R. - _fro ve c� BY-� Drawin No . Plans Prepared Under Supervision Of A`�a'o. L. �KCo6rPtt ASOIS7AN* T C1�r Date OCT. 20, ���� TITLE SHEET traffic 27,269 E= 'XF6�3� -9j R.C.E. No. I . Sheet t of 4 Date By AND mm mm A., Checked By tNGINLLMING OF-PAR" IIQN MOMFICA -1, M UM - M. wa-k . M-l', . i M tNGINLLMING OF-PAR" IIQN MOMFICA RING A RING 8 __Z9 cn CTL?CG'T fr A'qHIO N PLACE Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 1 PHASE DIAGRAM BERNARD Existing Oil Easement — RS R1 6'X20' �C C�a f� 6Q Existin�-PG & E- Facilities Underground 0 28- CONDUCTOR CABLE 3" 3 "(E " 1 2 2 2 1 1 1 2 2 2 4 1 PHASE DIAGRAM BERNARD Existing Oil Easement — RS R1 6'X20' �C C�a f� 6Q Existin�-PG & E- Facilities Underground 0 28- CONDUCTOR CABLE 3" 3 "(E " 1 2 2 2 1 1 1 2 2 2 4 27 #14 02 DET. LC OPS 1 3 3 10 LUMINAIRE 2 2 2 2 2 2 2 2 4 #6 SIGNAL S =RVICE 2 s r r GENERAL NOTES: CONDUCTOR SCHEDULE ' g f t � j. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND : x EQUIPMENT AND SHALL PERFORM ALL 'LABOR IN ACCORDANCE WITH AWG• CIRCUIT �, Q �5 , �6 �7 Q ® 1� © ®® THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT ' OF ,TRANSPORTATION (CALTRANS) STAN[ARD SPECIFICATfONS. DATED JANUARY 1988, AND STANDARD PLANS, DATED JANUARY 1988, U \ILESS 1 #12 1 2 OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. 8 #14 9- CONDUCTOR CABLE 1 s IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY _ F1#1 12" RED ' THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES, I1, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS 12' YELLOW OPERATIONS. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND OWNERS OF PRIVATE FACILITIES .WITHIN THE AREA ' OF CONSTRUCTION AT LEAST TWO WORKING DAYS IN ADVANCE OF' 12" GREEN "` a PERFORMING ANY WORK WITHIN THE AREA. 12" GREEN ARROW 3: THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONDITION OF THE PROJECT SITE DURING) THE COURSE OF ' CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED DETAIL "A" TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL HOLD THE CITY AND ITS ENGINEER HARMLESS FROM ANY AND ALL LIABILITY IN NCE CIF THE WORK EXCEPT FRC,ivl PR. #20 INTERCONNECT CABLE 3 4. ALL CONDUITS NEW EXCEPT WHERE SHOWN: (E) - EXISTING '5 p _ - -' S Existing Oil Easemen : •� Property owner to provide _--- _____ - -- _- -,. signal construction and _ - - _ - - ' " 1 maintenance easement ;6 CONDUIT SIZE " 01 DET. LOOPS 3" 3 "(E " "(E 3 3" 3 3 "(E 3 "(E) 3 3" 3 1 1 1 1 1 1 1 02 DET. LC OPS 1 3 3 03 DET. LC OPS 1 1 04 DET. LC OPS 2 2 2 2 2 05 DET. LC OPS 1 1 2 #12 46 DET. LC OPS 2 3 3 3 3 3 1 3 TOTAL DLC 2 2 3 6 3 4 4 4 4 5 1 11 12" RED ' THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES, I1, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS 12' YELLOW OPERATIONS. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND OWNERS OF PRIVATE FACILITIES .WITHIN THE AREA ' OF CONSTRUCTION AT LEAST TWO WORKING DAYS IN ADVANCE OF' 12" GREEN "` a PERFORMING ANY WORK WITHIN THE AREA. 12" GREEN ARROW 3: THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONDITION OF THE PROJECT SITE DURING) THE COURSE OF ' CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED DETAIL "A" TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL HOLD THE CITY AND ITS ENGINEER HARMLESS FROM ANY AND ALL LIABILITY IN NCE CIF THE WORK EXCEPT FRC,ivl PR. #20 INTERCONNECT CABLE 3 4. ALL CONDUITS NEW EXCEPT WHERE SHOWN: (E) - EXISTING '5 p _ - -' S Existing Oil Easemen : •� Property owner to provide _--- _____ - -- _- -,. signal construction and _ - - _ - - ' " 1 maintenance easement ;6 CONDUIT SIZE " "(E. 3 3" 3 "(E " "(E 3 3" 3 3 "(E 3 "(E) 3 3" 3 3" 3 3" 3 3�" 2 2" 3 3%1 2 2" 12 -INCH SECTIONS, VIS _IRS, AND BACKPLATES. ALL PEDESTRIAN SIGNAL HEADS SHALL BE T "PE C (INDICATOR CONTROLS CORPORATION M(:DEL 4094B OR APPROVED EQUAL): WITH INTERNATIONAL MESSAGE SYMBOLS. A Z -CRATE TYPE FRONT SCREEN SHALL BE INSTALLED WITH EACH PEDESTRIAN SIGNAL HEAD. -- - --- -- ALL PEDESTRIAN PUSH BUTTON SIGNS :HALL HAVE MESSAGE SYMBOLS. - - - -- OIL - _____ - -- ,7 ALl', PULL BOXES SHALL BE NO. 5 AND CONDUIT SHALL BE 2" t.�' ___ -__ ____ -- - _j Iy UNLESS OTHERWISE NOTED ON THE PLAID. _ •�N� ;r, ; 8. SPLICING SHALL NOT BE PERMITTED IN PULL BOXES UNLESS STR ____ -__ -� -_ _ _ ' i OTHERWISE NOTED ON THE PLANS. CB _ - -- _____ - -- - -- __ - -- - -- - -' __SD 9,. UNLESS OHERWISE NOTED,; QETECTOR LOOPS SHALL BE CENTEREC IN, C-A - - - -- RrW - ____- ______ -w -- `ff_ -- _______ I- P►�R -Vol, 'I TH .LANE. T(PE ;Q LOOPS „SHALL BEs!O FEET BY 6 FEET UNLU;S -6 -- -- - - - -” -_" ---fib -- s' -- - -- "- - �.0� NNEO� NOTED 20 FEET BY 6 FEET. TYP E3 Fa�AMOND LOOPS) SHALL Et" _ __ __ - �-� --- �j- W _ _ _ - _ _ _ _ - O �C "_ - _ g� I a (LET;'BY: 6 FEET.!"' EXTEND LIMIT LINE: LOOPS 3 FEET PAST LIMIT --#f31 - p--, -" X20 ANN EX15T• Z LINE. PRECISE LOCATIONS OF ALL THE, LOOPS SHALL BE DETERI,fINED ° cb ? - - -- �� - - --- Cwt I Be ,� IfJ THE FIELD BY THE ENGINEER. 3,k �"s- -___ �___-- - - --SD - DLC `;�./�`� # l '10. DE ECTGR LOOPS AND LEAD -INS WITHIN 8 FEET OF THE CURB F_OWLINE s� - -- 2 C' 20 2D i SH�A-L BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING. - - - - ___- -- 6 p pIR 'N>ECT CAB h`T CB 6 P G 2" C �C-- s' TAB SN iN DNS 1N EX� TO ]! ; y _ -- Er"f 11. , AL_' NEW. WMINAIRE�S "SHALL` BE 90T DEGREE CUTOFF TYPE AND :;HALL : CP►8� CpNN - a `- I ° A VE 200 = VYdTTj 1 ___� -jw _ �,,� FCR `N WAY���50' HIGH- PRESSURE` SOI),UM LAMPS AND INTEGRAL . - _. �r Mp►RK -- 5 BALLASTS. ��w�� CONSTRUCTION NOTES: AB PB, __ _— _ _ 8 BC 1 -3 C - - -- - - - �� , '� ' F10kNISH 7& �INSTALL� A MODEL 170' CONTROLLER EQUIPPED WITH A 412 -C s 1. i _ -- �-`" PROM MODULE AND BI TRAN SYSTEMS N0. 210 MASTER PROGRAM, AND 4 j� SH''ALL INCLUDE: LO -MODEL 332 CABINET ASSEMBLY UNIT Wf MODEL 210 CONFLICT MCNITOR; 2 -MODEL 204 FLASHER UNITS AND FLASH TRANSFER RELAYS CEI u•s P 3• __ -- I I 2 - MODEL 242 ISOLATION MODULE: _sjdallC -- 1 a 9 - MODEL 200 SWITCHPACKS 8 - INDICATOR CONTROLS CORP. MODEL 222 2- CHANNEL DIGITAL LOCI' DETECTOR WITH SERIAL PORT - _ 1 - MODEL 400 MODEM 8 R/W PLJUS AUXILIARY EQUIPMENT REQUIRED TO PROVIDE A COMPLETE FUNCTIONING',' 3 C A., � = CONTROLLER. OZV i CONTRACTOR SHALL DELIVER FURNISHED TYPE 170 CONTROLLER AND 332 39 R4 CABINET ASSEMBLY TO CITY OF BAKERSFIELD CORPORATION YAR.:I, 4101 TRUXT 1N AVENUE WITHIN THE FIRST WEEK OF THE TRAFFIC SIGNAL INSTALLATION FCR I -3781 PRIOR TESTING PURPOSES. CONTACT LARRY k -DANA AT PRIOR TO DELIVER Y. owner to provide /�Pr ©y��ner��s w�h /r� phis edserne�� ma;✓ be FUIIRNISH & =INSTALL A 120%240u TYPE III -BF SERVICE EQUIPMENT nstruction and. /ocaf�d. 7hc- cr.>n�rdc WITH 100 AMP, 240 VOLT, 3 POLE MAIN BREAKER AND THE Ince easement - f 0 f`j � srnr°�f All I" Sfe�e �a //ser FOLLOWING BRANCH CIRCUIT BREAKERS: ®T -477 errs c�ce o ✓s was - o� 1`f�e Ci �Y off' Bakersf'cl� Taf�c �epd���e�� I � 3 ;I prior- �o d�,,y v>ro�k wif•5117 fhe ea %07 e� r` I N0. AMPS VOLTS BR 1 60 1 120 TRAFFI C 2 30 1 240 LIG aNCH METERED SIGNAL YES H i LNG NO !NStALL R96 :8s R96k SIGN'. ON :TRAFFIC SIGNAL POLE. 14 f i ALL 11R96 R96A: SIGNS; BACK TO. BACK) AND POST. AND UNUSED I _., 8 C�J INSTALL R34 , `(N0; U TURN) SIGN ON MAST -ARM POST. S ! 6 f �hINT. 12" WHITE �CROSSWALf< OR LIMIT LINE. CROSSWALK STRIPES SHALL BE ' 3 SPACED AT 12' APART. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. ' 6 1 7 FAINT- 100' 'OF•< $" WHITE'CHANN ELI ZINC LINE PER CALTRANS STAtDARD S 4 10' 0 5' 10' 20' W. PLAN A20 -C, DETAIL 38A. GxAPIRC SCALE 8INT 241 QIRECTIONAL ARROVV.LEGEND AS SHOWN. 3' ABOVE BASE PUSH': BUTTON LOCATION 9 SANDBLAST ALL CONFLICTING STRIPINGS TO LIMIT LINE; REMOVE "STOP" LE G7ENDS (2) AND ARROW IN SOUTHBOUND RIGHT TURN LANE OFF THE PAVEMENT. 10 INSTALL #5 PULLBOX AND 1% INCH EMPTY CONDUIT (FROM PULLBOX TO J L OCT, 5, 190 CONTROLLER) FOR FUTURE INTERCONNECT. (n j 2- or-,r. 3, IS90 CP � a • ° "v •,�; ✓ " TRAFFlC ENGINEER ' 3�3� z � Katz, Okitsu & Associates APPROVED DATE..° � CITY 0 BAKERSFIELD � N� � � PALLER- ROBERTS ENGINEERING, INC. * TRAITIc ENGINEERS �� �� � � I • � � OF CIV1�- ; � ? • > =: CONSULTING CIVIL ENGINEERS 1200 CORPORATE CENTER DR., SUITE 140. CALIFORNIA �; 4 SUITE 208 qj C\p•.��r MONTEREY PARK, CA 91754 5701 SLAUSON AVENUE, ENGINEERING DEPARTMENT x CULVER CITY, CALIFORNIA 90230 •PHONE (213) 641 -1853 . � OF (213) 260 -4703 CITY ENGINEER SHEET • ocOM aNCH METERED SIGNAL YES H i LNG NO !NStALL R96 :8s R96k SIGN'. ON :TRAFFIC SIGNAL POLE. 14 f i ALL 11R96 R96A: SIGNS; BACK TO. BACK) AND POST. AND UNUSED I _., 8 C�J INSTALL R34 , `(N0; U TURN) SIGN ON MAST -ARM POST. S ! 6 f �hINT. 12" WHITE �CROSSWALf< OR LIMIT LINE. CROSSWALK STRIPES SHALL BE ' 3 SPACED AT 12' APART. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. ' 6 1 7 FAINT- 100' 'OF•< $" WHITE'CHANN ELI ZINC LINE PER CALTRANS STAtDARD S 4 10' 0 5' 10' 20' W. PLAN A20 -C, DETAIL 38A. GxAPIRC SCALE 8INT 241 QIRECTIONAL ARROVV.LEGEND AS SHOWN. 3' ABOVE BASE PUSH': BUTTON LOCATION 9 SANDBLAST ALL CONFLICTING STRIPINGS TO LIMIT LINE; REMOVE "STOP" LE G7ENDS (2) AND ARROW IN SOUTHBOUND RIGHT TURN LANE OFF THE PAVEMENT. 10 INSTALL #5 PULLBOX AND 1% INCH EMPTY CONDUIT (FROM PULLBOX TO J L OCT, 5, 190 CONTROLLER) FOR FUTURE INTERCONNECT. (n j 2- or-,r. 3, IS90 CP � a • ° "v •,�; ✓ " TRAFFlC ENGINEER ' 3�3� z � Katz, Okitsu & Associates APPROVED DATE..° � CITY 0 BAKERSFIELD � N� � � PALLER- ROBERTS ENGINEERING, INC. * TRAITIc ENGINEERS �� �� � � I • � � OF CIV1�- ; � ? • > =: CONSULTING CIVIL ENGINEERS 1200 CORPORATE CENTER DR., SUITE 140. CALIFORNIA �; 4 SUITE 208 qj C\p•.��r MONTEREY PARK, CA 91754 5701 SLAUSON AVENUE, ENGINEERING DEPARTMENT x CULVER CITY, CALIFORNIA 90230 •PHONE (213) 641 -1853 . � OF (213) 260 -4703 CITY ENGINEER SHEET • ocOM SECTION X -X I'RAFFIC SIGNALS & L.IGHTING X -X.01 FOUNDATIONS. Foundations shall conform to the provisions in Section 86- 2.03, "Foundations," of the Standard Specifications and these special provisions. The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations and shall furnish the appropriate nuts and washers for existing foundations to be reused. Portland cement concrete shall conform to Section 90 -10, "Minor Concrete," of the Standard Specifications and shall contain not less than 470 pounds of cement per cubic yard, except for pile foundations shall contain not less than 564 Bounds of cement per cubic yard. X -X.02 CONDUIT. Conduit shall conform to the provisions in Section 86 -2.05, "Conduit," of the Standard Specifications and these special provisions. Insulated bonding bushings will be required on metal conduit. Conduit shall be bored under existing street pavement unless open trenching is allowed by the Engineer due to poor soil conditions or other circumstances. X -X.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86 -2.06, "Pull Boxes," of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. X -X.04 CONDUC'T'ORS AND «'IRING. Conductors and wiring shall conform to the provisions in Section 86 -2.08, "Conductors," and Section 86 -2.09, "Wiring," of the Standard Specifications and these special provisions. CONDUCTORS - The Contractor shall use multi- conductor electrical cables for all circuits except between the service switch and controller cabinet. Only multi - conductor cable conforming to the following shall be used: 5 Conductor cable consisting of 5 No. 14 conductors colored 1 each red, yellow, brown, white and black. 9 Conductor cable consisting of 1 No. 12 conductor colored white and 8 No. 14 conductors colored 1 each red, yellow, brown, black, red/black stripe, yellow/black stripe, brown /black stripe and whitc/black stripe. 28 Conductor cable consisting ol' i No, 10 conductor colored white and 27 No. 14 conductors colored as indicated in the following conductor table for a signal ring operation. CONDUCTOR TABLE Insulation Colors t Signal Phase , Circuit or Function Base Stripe 2 & 6 Red, Yellow, Brown Black Vehicle 4 &: 8 Red, Yellow, Brown Orange Signals 1 & 5 Red, Yellow, Brown Silver 3 & 7 Red, Yellow, Brown Purple 2p & 6p Red, Brown 2 Black Pedestrian 4p & 8p Red, Brown 2 Orange Signals 1p & 51) Red, Brown 2 Silver 31V & 7p- Red, Brown 2 Purple 2p & 6p Blue Black Pedestrian 4p & 8p Blue Orange Push Buttons 1p & 5p Blue Silver - 3p & 7 i Blue Purple Pedestrian Push Button White Black Common Signal White None Railroad Pre- emption Black Red S2are Black None The cable sheath shall be polyethylene and the conductor insulation shall be 1 pe THWN polyvinyl chloride. Subparagraphs 1, 2, 4 and 5 of the first paragraph of Section 86- 2.09D, "Splicing," of the Standard Specifications are deleted. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by "Method "B." X -X.05 SERVICE. Service shall conform to the provisions in Section 86 -2.11, "Service," of the Standard Specifications and these special provisions. Unless otherwise noted, service shall be as shown on the plans and shall be furnished with 100 amp, 240 volt, 3 pole main breaker and the following branch circuit breakers. No. Amps Phase Volts Branch Metered 1 60 1 120 Traffic Yes Signal 2 30 1 240 Lighting No -3 30 1 110 Flashing Yes Beacons Provided where flashing beacon is included with the traffic signal. The Engineer will arrange with the serving utility to complete service connections to service points shown on the plans and will pay all required costs and fees required by-the utility. . X -X.06 TESTING. Testing shall conform to the provisions in Section 86 -2.14, "Testing," of the Standard Specifications and these special provisions. The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. _. s, o I x, X -X.07 SIGNAL PACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86 -4.01, "Vehicle Signal Faces," 86 -4.02, "Directional Louvers," 86 -4.03, "Backplates" and 86 -4.06, "Signal Mounting Assemblies," of the Standard Specifications and these special provisions. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps for traffic signal units shall be furnished by the Contractor. All signal faces shall be provided with 12 -inch sections. The third sentence of the first paragraph of Section 86 -4.06, "Signal Mounting Assemblies," of the Standard Specifications, shall be amended to read as follows: Slip- fitters and terminal compartments shall be cast bronze or hot -dip galvanized ductile iron. X -X.08 PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section 86 -4.05, "Pedestrian Signal Faces," of the Standard Specifications and these special provisions. Pedestrian signals shall be "Type C, and shall have energy efficient heads equivalent to Indicator Controls Corporation Model 409413. X -X.09 LUMINAIRES. Luminaires shall conform to the provisions in Section 86 -6.01, High Intensity - Discharge Luminaires, of the Standard Specifications and these special provisions. Luminaires shall be furnished with 2(X) -watt high pressure sodium lamps and integral ballasts. An in -line fuse shall be located in the pull box. X -X.10 PIIOTOELECI'RIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86 -6.07, "Photo cIcctric Controls," of the Standard Specifications and these special provisions. Each luminaire shall be provided with a Type IV photoelectrical control. X -X.11 CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. Controller assembly, unit, cabinet and auxiliary equipment shall uniform to the provisions in Section 86- 3, "Controller Assemblies," of the Standard Specifications and these special provisions. Traffic Signal Controller shall be Type 170 equipped with a 412 -C Prom-Module and Bi Tran Systems No. 210 Master Program, and shall include: 1 - Model 332 Cabinet Assembly unit with model 210 conflict monitor 2 - Model 2(14 Flasher Units and Flash Transfer Relays 2 - Model 242 Isolation Module 9 - Model 210 Switchpacks 8 - Indicator Controls Corp. Model 222 2- channel digital loop detector with serial port 1 - Model 41X0 Modem 1. All equipment shall be in conformance with the Traffic Signal Control Equipment Specifications of the State of California, Department of Transpo�ttation, and all addendums thereto current at the time of the bid. 2. Each item to be supplied shall have been included on the latest State of California, Department of Transportation, Qualified Products List. Proof of such listing shall be included with the bid for each item. 3. Cabinet locks shall be solid brass rim type comparable to Best Lock 5L series with interchangeable cores. Each cabinet will be supplied with two licks, each with a temporary construction core, keyed alike to the standard factory construction core combination. Two keys will be supplied in each cabinet: one operating and one control. The manufacturer of the locks must agree to furnish permanent cores for the locks in exchange for the temporary construction cores at no cost to the State other than shipping charges for the return of the temporary cores to the manufacturer. 4. Each item to be supplied shall also be accompanied by information stating the manufacturer's name and the model number of each item. Manufacturer's representative for the controller shall be on site at the time of the signal turn on. Plus auxiliary equipment required to provide a complete functioning Writroller. Contractor shall deliver furnished Type 170 controller and 332 cabinet assembly to City of Bakersfield Corporation Yard, 4101 Truxtun Avenue, within the first week of traffic signal installation for testing purposes. Contact Larry Aldana at 326 -3781 prior to delivery. X -X.12 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standard Specifications and these special provisions. Location and layout of __- detector loops shall be as directed by the Engineer. INSTALLATION DE'T'AILS: Installation and tests shall conform to the details and notes shown on the plans. Slots cut in the pavement shall be blown out and dried before installing inductive loops detectors. After conductors are installed in slots cut in the pavement, the slots shall be filled with epoxy sealant conforming to the requirements in Section 95 -2.09, "Epoxy Sealant for Inductive Loops," to within 1B inch of the pavement surface. The sealant shall be at least 1/2 inch thick above the top conductor in the saw cut. Before setting, surplus sealant shall be removed from the adjacent road surfaces without the use of solvents. , d 'f . ; a < fi In lieu of the epoxy sealant spccit'ied above, slots may be filled with either of the following MAINTAINING TRAFFIC. The Contractor shall furnish, install and materials: maintain signs, lights, flags and other warning and safety devices when performing work which interferes with or endangers the safe movement of traffic on any street or highway. 1. An elastomeric sealant conforming to the following: Sign s,'lights, flags and other warning and safety devices and their use shall conform The sealant shall be a polyurethane material of a composition that will, within its stated to the requirements set forth inthe current "Manual of Traffic Controls - Warning Signs, shelf life, cure only in the presence of moisture. Sealant shall be suitable for use in both asphalt Lights, and Devices for Use in Performance of Work Upon Highways, published by the State of California 1 Department of Transportation. Application and use of devices shall concrete and portland cement concrete. be as specified and as directed by the Engineer. The cured sealant shall have the following performance characteristics: The Contractor shall keep the Bakersfield Fire Department informed at all times as to the exact location and progress of he work and shall notify them immediately of any streets impassable for fire fighting equipment. Property and Results Measurine Standard and Conditions z The sixteenth and nineteenth paragraphs of Section 7 -1.08, "Public Convenience," Hardness (indentation) - 65 -85 ASTM D 2240 Res. Type A, Model 1700 of the Standard Specifications, shall be amended to read as follows: 77° F. (25° C.) 50% relative humidity. Construction) operations shall be actively in progress only between the hours of *[8:30 a.m. = 4:00 p.m.], Monday through Friday, except legal holidays. Where Tensile strength - 510 psi, min. ASTM D 412 Die C, pulled at 20 IPM. construction operations are actively in progress, a minimum of one traffic lane, not less than twelve feet in width, shall be open for use by public traffic. Where construction Elongation - 400 %, minimum ASTM D 412 Die C, pulled at 20 IPM. operations are not actively in progress, not less than two such lanes shall be open for use by public traffic. Public traffic may be permitted to use the shoulders and, if half -width Flex at - 40" F. - no cracks 25 mil Free Film Bend (180') over 1/2" construction methods are used, may also be permitted to use the side of the roadbed Mandrel opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the accommodation of public traffic thereon during Weathering Resistance. - Slight Chalking ASTM D 822 Weatherometer 350 Hrs. paving operations. Cured 7 days at 77° F. (25° C.) 50% Ili order to expedite the passage of public traffic through or around the work and relative humidity. where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and maintain construction area signs, lights, flares, temporary railing (Type K), barricades, A -DELETE IF PAYMENT TO BE IN- and other facilities for the sole convenience and direction of public traffic. Also, where CLUDED WITH SIGNAL SYSTEM directed by the Engineer, the Contractor shall furnish competent flagmen whose sole. duties shall consist of directing the movement of public traffic through or around the work. Salt Spray Resistance - 51X) psi. ASTM B 117 28 days` at 100" F. (38° C.) When deemed necessary by the City, the sins "Road Construction Ahead," No. C -18, and minimum Tensile; 400°x, minimum 5% NaCI, Die C, pulled at 20 IPM. "End Construction," No. C -13, shall be furnished, installed and maintained by the elongation Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction, i ielectric Constant - Less than ASTM D 150. i 25% change over a tempo, awre^- EXISTING HIGHWAY FACILITIES. The work performed in connection with range of -30° C. to 5W c'_ various existing facilities shall conform to the provisions in Section 15, Existing Highway Facilities, of the Standard Specifications and these special provisions. r 2. Asphaltic Emulsion Inductive Loop Sealant shall conform to State of California Existing city highway signs and street markers shall remain the property of the pecification 8040-41,-k-15. City. Such signs and street markers shall be relocated and maintained during construction so as to convey the same intent that existed prior to construction. _ Loop conductors shall be installed without splices and shall terminate in the nearest pull box. The loops shall be joined in the pull box in combination of series and parallel so that Existing City highway signs and street markers shall be placed in their permanent pptimum sensitivity is obtained at the sensor unit. Final splices between loops and lead -in cable position by the Contractors forces prior to completion of construction. Signs removed hall not be made until the operation of the loops under actual traffic conditions is approved form the project area shall be delivered to the City Corporation Yard at 4101 Truxtun y the Engineer. Avenue. i All loop conductors for each direction of travel for the same phase of a traffic signal 1, REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes stem, in the same pull box, shall be spliced to a cable which shall be run from the pult box and'avement markings to be removed will be as shown on plans and as designated by the djacent to the loop detector to a sensor unit mounted in'the controller cabinet. Splices to the Engineer. able shall be made in pull boxes only. Traffic stripes and pavement markings shall be removed to the fullest extent pons, le from the pavement by any method that does not materially damage the surface or All loop conductors for traffic counters shall terminate in a pull box or terminal strip in the texture of the pavement or surfacing.: Where blast cleaning is used for the removal of affic count station cabinet when such a cabinet is installed. painled traffic stripes and pavement markings, the' area shall be shielded so that no material from the blasting operation is allowed to enter the area that is open to public 2 Conductors for inductive loop traffic signal and traffic counting installations shall be traffic. Sand or other material deposited on the pavement as a result of removing traffic entified and banded, in pairs, by lane, in the pull box adjacent to the loops and near the stripes and markings shall be removed as the work progresses. Accumulations of sand or rmination of the conductors in the controller or traffic count station cabinet. Bands shall oth4rnaterial which might interfere with drainage or might constitute a hazard to traffic onform to the provisions in Section 86- 2.099, "Wiring." will iiot be permitted. Identification of each conductor pair shall consist of labeling the phase and detector slot Traffic stripes shall be removed before any change is made in the traffic pattern. timber (e.g. - 6J2L, 8J8U, 315U, etc.) in permanent ink on a tag suitable for such purposes j Blast'cleaning for removal of traffic stripes shall be feathered P out to irregular and (3tuart Plectric Ty Rap, Catalog No. TY5532 or approved equal). varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than just lettering or markings, so the old message cannot be identified. If asphalt concrete surfacing is to be placed, the loop detector conductors shall be installed ; 3 n p-ior to placing the uppermost layer of asphalt concrete. The conductors shall be installed, as 1_ After; removall of traffic stripes and pavement markings, a fog seal coat shall be :6own on the plans, in the compacted layer of asphalt concrete immediately below the applied in conformance with the provisions in Section 37, "Bituminous Seals," of the uppermost layer. Installation details shall .be as shown on the plans, except the epoxy sealant Standard Specifications and the following: stall fill the slot flush to the surface. Detector loops in concrete pads shall be sealed with epoxy !. x In traffic stripe removal areas, the fog seal coat shall be applied over the traffic sealant. stripe removal area and to irregular and varying widths with an average width of 2 feet on Loop detector lead -in cables shall conform to the provisions in Section 86 -5.01A (4), each side of the blast cleaned traffic stripe removal area. "(construction Materials," of the Standard Specifications and these special provisions. 1 1. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Loop detector lead -in cables shall be Type B and shall conform to the following: j: r 1; Nothing in these special provisions shall relieve the Contractor from his 1. Locp wires in the pull box shall be twisted at a minimum rate of 5 turns per foot, and responsibilities as provided in Section 7 -1.09, "Public Safety," of the Standard tle splice must be soldered and completely waterproof. Connect one end of the shield to earth Specifications, ound at cabinet and insulate the other end with no possible path to earth round. g ( ) p p g ROADSIDE SIGNS - Roadside sins shall conform to the provisions in Section 56- 2. All spade connectors used to attach to terminals inside the controller cabinet shall be 2, "Roadside. Signs," of the Standard Specifications and these special provisions. camped and soldered to the conductor. I Miscellaneous roadside signs shall conform to City Standard TS -4. X -X.13 GUARANTEE. The Contractor shall furnish a written guarantee to the City on i STREET NAME SIGNS. Street name signs shall conform to the rovisions in the form attached, guaranteeing all systems, except traffic signal lamps, installed under this Section 56 -2,' "Roadside Signs," of the Standard Specifications and these P contract for a period of one (1) year from the date of acceptance of the work. The guarantee, P ese special provisions. Ixoperly executed, shall be filed with the City before notice of completion and final acceptance Sign panels will be furnished and installed by the City. is made by the City of the work described on the plans and these special provisions. i x Mast -arm hangers will be furnished and installed by the City. X -X.14 PAYMENT Payment for signals and lighting shall conform to the provisions in i Swtion 86-8, "Payment," of the Standard Specifications and these special provisions. Street name signs will be installed by City of Bakersfield using mast -arm hanger methods such as Hawkins M IOJ Series swinging sign bracket, with return removed, or Full compensation for cast -in- drilled hole concrete pile foundations shall be considered as acceptable equal. included in the contrast lump sum price paid for the item requiring foundations and no separate k F payment will be made therefor. ' t t PALLER- ROBERTS ENGINEERING, INC. CONSULTING CIVIL ENGINEERS ( 5701 SLAUSON AVENUE, SUITE 208 CULVER CITY, CALIFORNIA 90230 - PHONE (213) 641 -1853 or—T. 5 , 1990