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HomeMy WebLinkAbout2140-S P� C H O � OG � 0O y >-- C I— Z U D DAY CREEK BOULEVARD MuS11 d1,..Y affil" (...iF3K +.v+f�"NnaY =S.L..:.•.&m .kG: M.'4C..i ..IDa.l.. 5� 1LwID.1v....... Ny >$fRp. s I 00 ['i I I I DO . 1 40 N I I I { , TTM t7l 00 j Rl _ _- „, f I - - - I ( I >> R41) 12 N 13 200' 00 ( S) ' — (R1) CDP — - i- - 17 - -, -- - - -+ - - -� - - - 21 +-- - - - - - -+- - - -� - - I (R2-25MPH) @j 200 N 8 I 8' - I (R2-25MPH) ' II I _________________________________ _ __-- TUBAL r_________________________________------_-_---_-____-_------I - - - r r ' __ --------- ------- " . 6 DR. a I --� ' CULTURAL CENTER DRIVE 10+00. 0 (PR ATE DRIVE) r r 16+94.04 CULTURAL CEN TER DR. , _y I I I I I (R1) 37+50.21 MONET AVE. (PRIVATE) _ M J r (R1) I ---- � 'M ONET ' VENICE / � O'RIIgATE MIT) 1 1 � GENERAL NOTES= CONSTRUCTION NOTE'S 1. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE 21 SAND BLAST AND REMOVE CONFLICT STRIPING AND/OR PAVEMENT MARKINGS. REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 Q INSTALL 12" SOLID WHITE STRIPE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. TO 8805 (LAND SURVEYOR'S ACT.) 2® INSTALL DOUBLE YELLOW CENTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE 24 INSTALL DOUBLE YELLOW MEDIAN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS CULTURAL CENTER DRIVE 2 INSTALL 8' WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. CHURCH STREET INSTALL 6' SOLID WHITE BIKE LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. 3. LOCATIONS OF ALL SIGNS SHALL BE DETERMINED BY THE CITY'S REPRESENTATIVE. ALL �i ' I Kil I ! ( I I 0 INSTALL 6" SKIP WHITE BIKE LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY CONTRACTOR. RELOCATE EX. STREET SIGN(S) TO NEW LIGHT POLE (SEE SHEET 5) I 1 ' MA1 4. ALL CONFLICTING SIGNS SHALL EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. I 1 I ' R1 17�I87 ° i ' ` ( I I 29 INSTALL TYPE N LEFT ARROW PER CALTRANS STD. PLAN A24A. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS AS DETERMINED IN 30 INSTALL "STOP" PAVEMENT MESSAGE PER CALTRANS STD. PLAN A240. I III W44 "f ' ( ( - ! 1 LOT C 31 INSTALL SIGN POST PER CITY OF RANCHO CUCAMONGA THE FIELD BY CITY'S REPRESENTATIVE. � � $ , � � ° ,. 0 GA STD DWG. N0. 401-B 5. ALL SIGNS AND ROADSIDE MARKERS ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR i I 474 �E E S ° , �' 3� INSTALL SIGN(S) AS NOTED PER CITY OF RANCHO CUCAMONGA STD. REPLACE IN-KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT -� " TRAFFIC MANUAL, AT NO COST TO THE CITY. '(R1 -�- - RELOCATE EXISTING SIGN(S) AS NOTED AND POST r ' - R • T-- ' ' -- - • • • ' y (R1) 00 R26S) o s ! 1 N / ° _ _ _ _ (R81) CL IN ' i • °' • S I ` • , • ® l / 4+79.60 ARBOR LA I E I -' — - T 24+49.97 CUL TURA R 50' ^ Ig' Rb "� I EX• ST. LIGHTS RE 24+49.97 �, OTHER i v 5www As s TAP - _ _ �.. .-- - V, ID 0 1 ' ' N bV -C,4 9 30 N (R81) „ ` ,, ` i R81 a (R�)r ® ) --— -- I (R26S) _ _ 10 , I I R26S) _ • �, • • , R W 1 ° S 1 __ IINS) r 11 �• 0 • s • I �----- r"_ ti i ` -315 3 1 + to • TO, \ RI - \, T'TrA I I I l 17840 I I III; ARBOR LANE \ w V) LEGEND NO. DESCRIPTION OF REVISION DATE CITY APPROVED (R1) DENOTES EX. SIGN CALLOUT a z R1 DENOTES PROP. SIGN CALLOUT CITY OF RANCHO CUCAMONGA w M SIGNING AND STRIPING PLAN a CUTURAL CENTER DRIVE AND ARBOR LANE o N VICTORIA GARDENS W TRACT NO. 17487 + 47840 a E$Q Approved By T£: z , Q@� CITY ENGINEER RCE NO. 24953 GRAPHIC SCALE DESIGNED BY: mt� RECOMMENDED: r GRR () � 40 0 20 40 80 � 7 5 cin o 1 t DRAWN BY: r U S CO E SHEET V ( IN FEET ) 9rUIVILGRR 10390 Commerce Center Drive,Suite 200 OF-6 OF{ t'�01 Rancho Cucamonga,California 91730 1 inch = 40 ft. _ CHECKED BY: tal909.581.0676• fax 909.581.0696 DRAWING NO. www,fuscoo.corn Job Number. 245.0701 Data: January 24, 2007 Q� ( 40—3 LOC>r A 32 X HE LG TAMPER RESISTANT.SS($) 12' GENERAL NOTES K WASHER SPLLINNG ING.SS,i 10,(8) NUL#1OVSS,(8) 200 W HPS WITH et Pole zBRACKEr{zl INTEGRAL BALLAST , 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, HOOK DiE UPPER ® AND TYPE V PEC 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. BRACKET UNDER THE UP WELDED TO TOP EDGE ov rHE ENCLosuRE. CONDUIT BODY TYPE LL,A 1 z" (1 30• 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS TRAFFIC MANUAL. MAINTENANCE MANUAL. DRRL HOLES IN THE RLE�UCINtP3BU HIS RF��O'� l��iir(11 AND STANDARD SPECIFICATIONS CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS STRIP ENCLOSURE ES AND LEGENDS. AND ATTACH LOWER ATTACH BOTH BRACKETS $' BRACKET TO TO THE POLE CONDUIT BODY TYPE T,AL I- it 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU TION 2000 EDITION. THE ENCLOSURE WITH uslNa STANDARD BOLTS. CONDUIT BODY TYPE A 1"t?J BOLTS —BOLTS, ETD- CLOSE NIPPL�STEB 1'•9( ,125 LG(2) FLASHING AMBER LED WIRE GASKET=DasIARl 'h_ 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE HARDWA4RE LED A GASKOWASS , INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY NOry ovror;o LIGHT MODULES wlNoow Asst,6��PEn,1(3) PED XING (OPERATIONAL DURING W2X.6� S I COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SYSTEM ACTIVATION) t6�sx.62�ss(al " SEARCH OF LED ENHANCED , AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES MODIFIED SIGN PEDESTRIAN SIGN AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. (2-SIDED SIGN) SEE DETAIL "D" SPECIFICATIONS: SEE DETAIL "A", AND "E" THIS ,0� THIS SHEET 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. SHEET. TYPE: Will 1-2 6. PULLBOXES SHALL BE No. 5 AND CONDUIT 2" RIGID METAL, EXCEPT AS SHOWN. COLOR: STANDARD FLUORESCENT YELLOW-GREEN ( . 7. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 MATERIAL: 0.800 ALUMINUM ALLOY; DIAMOND GRADE SHEETING AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL PPB, SEE DETAIL "C",-\ IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. THIS SHEET BACK HEX NUT AND FACEPLATE LIGHTS: AMBER LIGHT SMITING DIODES (LEDs) WHICH FLASH FRONT HEX NUT AND LOCK WASHER WITH SYSTEM ACTIVATION 8• THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCK WASHER � VOLTAGE: 12.5 VOLTS DC (NOT TO EXCEED 15V) 1/ PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. " �2 0 THREADED L�tMOUNTING: BRACKET ASSEMBLY AND TAMPER RESISTANT UTILITY COMPANIES PHONE NUMBERS FASTEN HARDWARE PER MANUFACTURER'S REQUIREMENTS. SOUTHERN CALIFORNIA EDISON CO. (CONTACT David Quezada ) 909) 357-6240 > SIZE: 30" X 30" APPROXIMATELY SOUTHERN CALIFORNIA GAS CO. 800 422-4133 VEftIZON 800A 422-4133 ? POLE �� �� tow PACTEL 800 422-4133 RETAIL DETAIL B CUCAMONGA COUNTY WATER DISTRICT (WATER AND SEWER) 909 987-2591 ENCLOSURE -� NTS NTS UNDERGROUND SERVICE ALERT ( 800 422-4133 ' *PUSH BUTTON' IN-PAVEMENT BACK HEX NUT AND FOR WARNING SIGNAL ADHESIVE SPECIFICATIONS: FRONT HEX NUT AND LOCK WASHER CROSSWALK 1/2" ABOVE FINISDrt TYPE: 2 PART EPDXY LOCK WASHER WARNING DEVICE GRADE OF PAVEMEADHESIVE (RONDO 7084 PIEZO/TRAFFIC SENSOR SEALANT) 1/2-0 THREADED BAR SIZE: EACH "1 GALLON KIT" IS COMPRISED OF TE TWO PARTIALLY FILLED 1 GALLON CONTAINERS FLASHING AMBER MATERIAL: HIGH STRENGTH EPDXY CROSS WITH LED LIGHTS ROADWAY MATERIAL s CAUTION , COLOR: FINAL MIXED COLOR IS GRAY (PART A IS BLACK, PART B !S WHITE) 2 POLE 1" BELOW FINISHED 16% " 8"UC GRADE OF PAVEMENT SAWCUT WIRING ENCLOSURE -t SPECIFICATIONS: TRENCH WITH WIRE AND LOOP SEALANT NOTE: SPECIFICATIONS: BASEPLATE SIZE: 7 1/2" X 7 1/4" TOP OF IN-ROADWAY TIGHT EN FRONT HEX NUTS FIRST THEN TIGHTEN BACK HEX NUTS. ASSEMBLY SIZE: HEIGHT: 11.75 IN., 5 IN. COLOR: BLACK ANODIZED FINISH WINDOW WARNING LIGHT TOP VIEW COLOR: GREEN ASSEMBLY WITH YELLOW/BLACK FACEPLATE LIGHTS: AMBER LIGHT EMITTING DIODES (LEDs) THE CONTRACTOR SHALL STRAP ENCLOSURE TO SIGNAL POLE STANDARD AS SHOWN AND PUSH BUTTON PER SPECIAL PROVISIONS I.I.S.N.S. LEGEND DETAIL MATERIAL: HOUSING AND BASEPLATE-HIGH STRENGTH OR DRILL AND MOUNT ENCLOSURE TO SIGNAL POLE STANDARD USING BRACKETS FACEPLATE LIGHTS: AMBER LIGHT EMITTING DIODES (LEDs) WHICH FLASH IMPACT RESISTANT MATERIAL WINDOW-ABRASION ESS STEEL PROVIDED BY MANUFACTURER. MOUNTING LOCATION TO BE APPROVED BY THE CITY WITH SYSTEM ACTIVATION DOUBLE-SIDED IISNS SIGN ASSEMBLY. SIGN RESISTANT ACRYLIC/POLYCARBONATE OR EQUIVALENT SOCKET HEAD CAP PRIOR TO INSTALLATION, SEE CLEARANCE NOTE BELOW. VOLTAGE: 12.5 VOLTS DC (NOT TO EXCEED 15V) PANEL MESSAGES SHALL BE THE SAME. 8" SCREWS (TAMPERSERIES C UPPER CASE BLACK LETTERING ON VOLTAGE: 12.5 VOLTS DC (NOT TO EXCEED 15V) BASEPLATERESISTANT) CLEARANCE LETTERING: 3/4 IN. UPPER CASE, SERIES C YELLOW BACKGROUND. SEE SPECIAL 3.5' MIN CLEARANCE SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE CABINET PROVISIONS AND TOP OF SIDEWALK. POSITION THE CABINET ON THE NORTH SIDE OF THE POLE AWAY FROM PEDESTRIAN TRAFFIC. DETAIL "C" DETAIL "D" IN-ROAD WARNING LIGHT ASSEMBLY NTS NTS NTS MOUNTING DETAIL NTS REMOVABLE STEEL CAP ARM LENGTH �LxA NS FOR T CONSTRUCTION OF SEE 60 24' O SIGN TAB" DETAIL — �� 'N IN-ROADWAY WARNING LIGHTSN E.C.R. 6" AT W 1M ' PED XING " O o, -COUPLING R 16" I $" I ARBOR �t - LANE & PRIVATE DRIVE SIGN WIRING ° (NIPPLE & NNECTORS 1 0 OPENING FO \ I BY OTHERS) 300 FEET SOUTHOFCHURCHr O O1 $p o' 6 SIGNAL CONDUCTORS r� � NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS ENCLOSURE DRAWING ° ARM TUBE SIZE GENERAL NOTES NTS TRACT 17487 & 17840 LENGTH END O.D. x BASE O.D. x THK. I Ib 8'-0' 2 3/8' x 3 1/2' x 1 t GA. Steel 6 o psi minimum yieldafter a ncatlon ASTM - es N BACK CLAMP I S ASIM --53 - SteelBASE LINE ROAD POLE LOCATION CODE Grade e (EXACT LOCATION BY ENGINEER IN THE FIELD) 4 /4 BOLT�7, QUIT WELDS Gro n I flushi s N (ASTM LONGITUDINAL All welds shall conform to AWS 01.1 weld I SIGNAL POLE WELDS specifacotion DIAMETER AT 24 ABOVEFINPROJECT - � FINISHED GRADE �p galvanized per - TVXWARE Hot dip galvanizedper - POWER SUPPL ogaooGoaoa SITE aaaaaaaaaa A. SUN SAVER a CRITERIA t' n actor once with a peel Icatlon or Ura PCU (POWER ® CHURCH STREET R CLAMP HARDWARE T apppaL Of all ghway T ig,s,,94uminares and CONTROL UNIT) AASH BATTERY BACKUP N (CAREFREE CF12V12) ■ CUL TS-17487 CENTER RIVB� 5 WELDING n actor once witha peci Icotlon or SOLID STATE RELAY AVENUE W 1 1/2-EDS Supports Of Wghwa ig's„Luminares and A/C FILTER -0 Traft"�c Signals. N SIG4DRILL HOLE IN NORTH MAINSTRFET CAMP CIRCUIT BREAKS NO. DESCRIPTION OF REVISION DATE CITY TERMINAL BLOCKS � �' �' APPROVED '' DIA. HOLE IN SOUTH MAINSTREET . 15 /'� z 3. T�NMA TVP€F� O 1"0 OPENING FOR SIGNAL a}� CITY 01=RANCHO CUCAMONGA jr �� - - CONDUCTORS. �' ° $ -16UNC BLUNT+ POINT TAPPING3■ THE CONTRACTOR SHALL INSTALLr� RSAILLE3 STREET SEALS AROUND THIS HOLE AT IN-ROADWAY WARNING LIGHTS SCREW (PILOT HOLE RAD• (HOLD) THE POLE USING SURE-SEALAT ARBOR LANE AND PRIVTo BE FIELD AS REQ'D. ATE DRIVE BOOT PART N0. 317 8657 000o DRILLED) - SPECIFICATIONS: OR PER MANUFACTURERS 300 FEET SOUTH OFCHURCH STREET NOTCH O1' DIA. HOLE 'RAD. 1• 1• " ” " RECOMMENDATION FOR OW_/G MET 9• (I!-� �- SIZE: 16 W X 22 H X 8 D NTRACT NO. 17487 AND 17840 (FIELD DRILLED) � DI',' LU CLAMP DETAIL DRILL It SIGN TAB DETAIL COLOR: STAINLESS STEEL TIT E HEST -- VOLTAGE: 12.5 VOLTS DC (NOT TO EXCEED 15V) VICINITY MAP $Approved DATE: MOUNTING: ADJUSTABLE MOUNTING BRACKETS AND MOUNTING N.T.S. QR £gs A �i, o CITY ENGINEER �+yl ��(/// �/�• t2CE N0. 24953 HORIZONTAL IISNS MAST ARM HARDWARE PER MANUFACTURERS RECOMMENDATION SHEET y� .u��' (ENCLOSURE TO BE MOUNTED VERTICALLY) DESIGNED BY: RECOMMENDED: _-� DERAIL "E" NCC GRR J � X NTS E41, iri DRAWN BY: �h� U �C� ENCLOSURE CONTROL PANEL COMPONENTS DRAWING �` ' ' 4 of 6 NTS �}7r �Y11• GRR 10390 Commerce Center Drive,Suite 200 SOF GAui CHECKED BY: Rancho Cucamonga,California 91730 tel 909.581.0676• fax 909.581.0696 DRAWING NO. www.fuscoo.corn �, Job Number: 245.0701 Date: January 24, 2007 �`TV V� POLE EQUIPMENT SCHEDULE STANDARDS N.P.S. PP8 'I' POLE LOCATION CONSTRUCTION COMMENTS NO. SI NAL LQM. (DOUBLE FACE TYPE HGHT. M.A. M1.A. WATTS 4 QUAD (SEE DETAIL "D") 8 E C (SEE PLAN) O 15 30' — 12200 — — - 5' 5' INSTALL NEW EQUIPMENT O PPB POST — — — A S — 8" 3' 1 INSTALL NEW EQUIPMENT OC 19-4-80 30' 30' 15' 200 A S PED XING 5' 5.6' INSTALL NEW EQUIPMENT CONDUCTOR SCHEDULE la 91730 RUN NO. AWG CIRCUIT 1A A A A j8 SERVICE 2 — — 2 110 LUMINAIRE 2 2 2 2 #12 IISNS 2 — — 2 5 CSC PPB — 1 — 1 CONDUIT SIZE 20 2" 2" 2" CULTURAL. CENTER DRIVE PRIVATE DRIVE # s N } 3 !C 664664 r j� �4# ." r Tm c 17 f � � I. � 3 , ! ;_x. J, CIO `k 1 iL• � ..✓ T'} �✓ .. #' f ..t it1 ' t y _.. ""° �.:....,.,. ,.I r ....,. _.,.._ »s:aq•: �� 'S:# �:. I 3 18. ,i✓� ronuw-,4, I� .......3',.:... 4 i S S: SNS 1 r � ,�.. � _ ....:._ � ,.,..._:.... ... �� 1 _ _ WA_4F y� ; !� 1: li 7 w ..,.,p...�' # \ f 5 - 1 44Fr � j 't ° 4 B i w f ©(SNS) w ;-- ' �{ �- e , I __. I ., j fa 5 11-2 { t SEE DEAIL "A" r— s 00 1LO ° 5 - R9-36 0 8E REMO D (° I SEE 1`AIL 8Y ARBOR _ OTHERS NEIlk o k . i � TO BE REMOVED o N N BY OTHERS I N _ 5 R9-3a & c° 1 SNS)© N 6 R81) R9-3b S) - t, f # E. O ; N m E r u ox ,,.. ,..- W_. N4] xis P .jI r I 711 ' i EX. R P !f � C I � , "` ..r t , -.' _ — / _ _ j N TALLED B R t _ _ t ; _ _. .� _ (RI �t } ..� .:_V. E• ,µ {.j : I � 3 � �g _... ,m.`'i.,.z•.""'..:..,..,f:..--'"i...".' .......... ,_„rem JXIT tt T „rr { � �J ii 1, � 3 7 .� 181 18, { , ^t � ry S 5 tt #� _ s �..�., ......,. ....,._.. ��bx. i l.. # /. i_. � .. P'x .^' T. re 7� fl e-i. ,., »...,.,......,....« i 0 n coNBTRueTtoN NOTEDNOTES: GRAPHIC SCALE 0 1[] INSTALL IRWL CONTROLLER ASSEMBLY COMPLETE WITH AUXILIARY EQUIPMENT AS NECESSARY FOR INTENDED 1. ALL NEW WARNING SIGNS SHALL 8E STANDARD SIGN, FLUORESCENT YELLOW—GREEN 20 0 10 20 40 OPERATION. MOUNT CONTROL ASSEMBLY ON TRAFFIC SIGNAL POLE PER DETAILS ON SHEET 4 OF 6 & THE AND CONFORM WITH NOTE 2 LL GENERAL NOTES. ;' SPECIAL PROVISIONS ON SHEET 6 OF 6. ® INSTALL MODIFIED TYPE III—BF SERVICE PEDESTAL PER CITY STD. DWG. 407. SEE THE SPECIAL PROVISIONS 2. FOR DETAILS CALLED FOR ON THIS PLAN, SEE SHEET 4 OF 6. ON SHEET 6 OF 6. ( IN FEET ) 1 inch � 20 ft. [] INSTALL YELLOW CROSSWALK WARNING LIGHTS AS NOTED. PLACE A WARNING LIGHT ON EACH LANE LINE AND c� IN THE CENTER OF EACH LANE (5' OR 6' O.C.) ON BOTH SIDES OF THE CROSSWALK, UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL GET APPROVAL FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT ® INSTALL 3"4 SCHEDULE 40 PVC CONDUIT FROM SERVICE CABINET TO SERVICE POINT. INSTALL 1/4" YELLOW DUCT ROPE IN CONDUIT. CONDUIT SWEEPS SHALL BE 3 FEET MINIMUM RADIUS. CONTACT SCE INSPECTOR AT (909) 930-8489 BEFORE BACKFILL. NO. DESCRIPTION OF REVISION DATE CITY ® INSTALL SIGN(S) AS NOTED. RELOCATE. EX. SIGN(S) AS NOTED. APPROVED INSTALL PAVEMENT MESSAGE PER STRIPING PLAN (SEE SHEET 3) / CITY OF RANCHO CUCAMONGA z w W IN-ROADWAY WARNING LIGHTS AT ARBOR LANE AND PRIVATE DRIVE / N 300 FEET SOUTH OF CHURCH AVENUE U TRACT NO. 17487 AND 17840 W a c� f Approved By DATE: _ CITY ENGINEER E�� RCE N0.A0024933 DESIGNED BY- .W��q� RECOMMENDED: C CRR ,►. i ► �� DRAWN BY: F U S CO E SHEET �1u g 6 —10 A) GRR 10390 Commerce Center Drive,Suite 200 OF CAl ltc CHECKED BY: 909-581-0616 II hm 9009.581.0696 DRAWING NO. wwwJuscoe.com Jot Number. 245.0701 Date: January 24, 2007 (� `�0 ✓ SPECIAL PROVISIONS FOR THE CONSTRUCTION/MODIFICATION OF TRAFFIC SIGNALS AND SAFETY LIGHTING All equipment, materials and components for traffic signal and safety lighting AT ARBOR LANE AND PRIVATE DRIVE TRACT NO. 17487 AND 17840 systems and the installation thereof, shall conform to, Caltrans Standard Specifications and Standard Plans, Section 86, "SIGNALS, LIGHTING AND IN THE CITY OF RANCHO CUCAMONGA, CALIFORNIA ELECTRICAL SYSTEMS", dated July 1992, except as noted herein and on the Plans. These plans and specifications are hereinafter referred to as Standard Plans and Standard Specifications. At the option of the Contractor, signal most arms with base diameter 88-2.09D Splicing. Delete Locations No. 2, 4 and 5. P and respective wall thickness shown in the table. below may be P 9• The following subsection shall be added to the Standard Specifications: substituted for those shown on the Standard Plans. 86-6 LIGHTING The following Special Provisions are supplementary and additive to the provisions of 86-2.09E Splice Installation. Splices shall be Type C insulated by Method 86-3.08P Battery Backup System. A battery backup system consisting of the State Standard Specifications and are only called out if elaborations, B as shown on Standard Plan ES-13. At the Contractor's option, splices a carefree CF-12V12 UFS provided by manufacturer. Battery and the 86-6.01A High Pressure Sodium Lamp Ballasts. Ballasts shall be lag type amendments, specifying of options or additions are required. shall be insulated with heat-shrink tubing of the appropriate size after required cables and wiring shall be installed in the cabinet per the and shall have a primary voltage requirement of 120 VAC. thoroughly painting the conductors with electrical insulating coating. manufacturer's recommendations. 86-1 GENERAL Arm Type Base Diameter x Wall Thickness (inches) 86-6.065 internally Illuminated Street Name Signs. Signs shall be " " 86-2.11 Service. Electrical service equipment installations, modifications 86-3.09 Components. Myers/NuArt, Type A with reinforcing added such that each sign and its 86-1.03 Equipment List and Drawings. Replace the words 15 days in the first and conduit run details shall be as specified by Southern California Edison XX-4-80-30 9 x 0.1793 mounting hardware can withstand minimum 80 MPH (129 km/h) wind sentence of the first paragraph with "10 working days". Company (SCE). Written proof of SCE approval by the utility shall be 86-3.09F Cartridge Fuses. Flush mount fuse holders may be used for loading and gusts to 125 MPH (200 km/h). Pole type in the Arm Type column in the table has been designated submitted to the Engineer prior to installation. The Contractor shall be fans. The following paragraphs shall be added at the end of the second paragraph: e responsible for all service details, expenses and scheduling far in advance XX, as pole type is not relevant to the dimensions shown. Signs shall be hung with Myers/NuArt clevis hinges from horizontal sign of need. Breakers shall have a minimum interrupting capacity of 10,000 86-3.09K Lighting Fixture. ON-OFF switches shall be door-actuated. A controller cabinet schematic and intersection and phasing plan shall be amperes. All multiple pole circuit breakers shall be the internal trip type. arms, clamped to the pole at 24 feet (7.2 meters) above finish grade combined into one drawingso that, when standing in front of the cabinet with the 86-2.05 Conduit except as 'required to clear signal heads, signal most arms or others g 86-5 DETECTORS drawing, the drawing is oriented with the intersection. 86-2.14 Testing items on the arms or poles by a minimum of 3-inches (75 mm). 86-2.05A Material. Conduit shall be Type 1 with metallic fittings and insulated bonded buskins 86-5.02 Pedestrian Push Buttons. The second and third paragraphs of The intersection and phasing plan portion of the aforementioned drawing shall be g • 86-2.14A Materials Testing. Materials and equipment furnished b the Sign legends shall be as shown on the plan. Minimum copy size for Y this subsection shall be deleted and replaced with the following: reproduced on matte finish, clear m or or other suitable plastic material such that legends shall be Series C with Series D or E used when message length P Yl P Contractor shall be tested and/or certified at his expense. Controller g 9 9 86-2.05C Installation. If delay to any vehicle will not exceed 5 minutes, permits. it is minimum 8-1/2" x 11" and can be written on in pencil. The plastic drawing " assembly testing is required and will be performed by Computer Service shall be placed on the cabinet door in the upper left hand corner and oriented with conduit may be installed by the Trenching in Pavement Method"; Company, 210 N. Delilah Street, Corona, Ca 92879-1883, (909) Pedestrian pushbutton assemblies shall be LightGuard System Part No. the intersection as viewed from that location. North arrow, NEMA type phase however, the conduit shall be Type 1. The resulting trench shall be Details of color, style, borders and spacing shall conform to Caltrans yP P 738-1444 at the Contractors expense. LPS-PB4 � P g diagram and street names shall be shown as used on the project drawings, poles, backfilled with 200-Ehe a concrete per the Gre C pap to 1-inch lower Standards. "Periods" shall not be used on abbreviations. Full-size layouts vehicle and pedestrian indications and special head mounting designations, all with than the bottom of the existing AC pavement. AC pavement shall be for each legend shall be submitted to the Engineer for approval prior to P P g g replaced per City Standard Plan No. 120. 86-2.16 Painting. The Contractor shall furnish all paint. Exterior surfaces fabrication.g g PP phase call outs. of new controller assemblies and service enclosures shall not be After conductors have been installed, the end of conduits terminating in painted. With the exclusion of shelves, interior surfaces of controller The following paragraphs shall be added at the end of the subsection: g assemblies shall be pointed white. A A-inch (13 mm) close nipple and LB condulet shall be installed at the pull boxes and cabinets shall be seated with an approved type of sealing P coupling point in the pole under the arm. The cable between the sign Three manuals shall be furnished shall be furnished when the controller assemblies compound. 86-3 CONTROLLER ASSEMBLIES and condulet shall be 3-conductor AWG No. 16 Type SJO. The green are turned on. 86-2.06 Pull Boxes. conductor of the cable shall be used for grounding between the sign 86-3.01 Controller Assembly. New controller assemblies shall be housing and condulet. The cable shall enter the sign housing and 86-2.06A Materials. Recesses for suspension of ballasts will not be LightGuard System LGS-PCU-AC. The Contractor shall arrange to have condulet through neoprene bushed COB connectors. The cable shall be The maintenance and operation manuals may be combined. The maintenance signal and detection technicians resent at the time controller assemblies dressed in a neatly arced drip loop between the sign and condulet with manuals or combined maintenance and operation manuals shall be submitted at the required. g P sufficient slack to facilitate sin swing. P are turned on. The technicians shall be fully qualified to work on the 9 9• time each controller assembly is delivered for testing or if ordered by the Engineer, �. controller and detection, employed by the manufacturers or their previous to purchase. 86-2.06B Cover Marking. Covers shall only read TRAFFIC SIGNALS or authorized representative. 86-6.07 Photoelectric Controls. Luminaires and internally illuminated as directed by the Engineer. Broken and non-conforming covers shall be street name signs shall have Type V photoelectric control. See City The maintenance manual shall include, but need not be limited to, the followingreplaced. Standard Drawing 407 in the Appendix. 86-3.06 LightGuard System Controller Assembly. Controller units shall be 9 PP items: AC power Systems containing all electronic equipment to operate the 86-2.06C Installation and Use. Existing pullboxes not to be reused shall in-roadway LightGuard System as shown on the plans. 1. Specifications be salvaged. Pull boxes shall be installed in P.C.C. sidewalk adjacent to 2. Design Characteristics the pole, cabinet, enclosure or equipment they serve or inside a 6-inch 88-3.07 Controller Cabinet. The cabinet shall include the battery 3. General Operation Theory wide by 12-inch thick concrete ribbon at 1-inch above the surrounding back-up, circuit breakers, lightning suppressor, power supply and power 4. Function of all Controls surface and sloped to the surface. control unit 5. Troubleshooting Procedure (diagnostic routine) 6. Block Circuit Diagram 86-3.07A Cabinet Construction. Cabinets may be aluminum or stainless 7. Geographic Layout of Components steel and shall be mounted to a pole standard. 8. Schematic Diagrams 9. List of Replaceable Component Parts with Stock Numbers 86-3.078 Cabinet Ventilation. Cabinet air filters shall be only the metal mesh type. 86-1.04 Warranties, Guarantees and Instruction Sheets 86-3.07C Cabinet Wiring. All available controller unit control circuits shall The following paragraph shall be added at the end of the subsection: In addition be brought out to terminal boards to facilitate using additional functions, to the manufacturer's warranty, traffic signal and highway safety lighting systems including but not limited to telemetry interconnect. Equipment cables shall shall be guaranteed for a period of one year. be routed around the outside cabinet wall or under the shelf upon which the appropriate equipment is sitting. No equipment cables shall hang across the cabinet interior. 86-2 MATERIALS AND INSTALLATION 86-2.03 Foundations. 86-3.08 Auxiliary Equipment 86-3.08D Solid-State Switching Devices. In addition to providing an The first paragraph shall be deleted and replaced with the following: indicator light for each lamp circuit input, an indicator light shall be The following paragraph shall be added following paragraph one: The Engineer, prior provided for each lamp output circuit. to the start of any excavation work, shall approve the exact location of all 86-3.08K Convenience Receptacle. In addition to the standard foundations for signal equipment and the controller cabinet. In the event that receptacle, on additional duplex receptacle shall be furnished and installed roadway and intersection. modifications by others are not completed, the Contractor to power an external modem or like equipment. shall install foundations (and all other related items) at locations set back from o the roadway where designated by the Engineer. The completed intersection and traffic signals shall appear as shown on the plans. Icn 86-2.04 Standards, Steel Pedestals and Posts. r The following paragraphs shall be added before paragraph one of the subsection: ,r ` Standards, steel pedestals and posts shall not be erected or installed until the service enclosure is installed, metered and energized, and the controller cabinet wired, controller test period completed and passed, and the controller assembly M installed and conduits, pullboxes, and other underground installation complete and in place; and signal faces, push buttons, signs, luminaires, and other materials required to complete the installation in its entirety have been inspected, passed wil inspection, and are in the Contractor's possession and are available for immediate N installation. Where the Standard Plans refer to the side tenon detail at the end of the signal most arm, the applicable tip tenon detail shall not be substituted. V) 6 Horizontal most arms shall be provided for all internally illuminated street name signs. See Section 86-6.065. Sheet steel shall have a minimum yield of 48,000 psi. U t\ N CITY NO. DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO - CUCAMONGA W IN-ROADWAY WARNING LIGHTS 0 M AT ARBOR LANE AND PRIVATE DRIVE a 0 300 FEET SOUTH OF CHURCH STREET TRACT NO. 17487 AND 17840 N SPECIAL PROVISIONS w Approved By DATE: aes* CIN ENGINEER _ (ZCE NO. 24953 or DESIGNED 8Y: •rq�' RECOMMENDED: �C 125 GRR �A� DRAWN 8Y: IMAJlur �U��O� SHEET �. vit. GRR 10390 Commerce Cwter Orly*,Suit*200 OF 6 CHECKED BY• Rancho Cucamonga,California 91730 lei 909.581.0616• fax 909.581.0696 DRAWING NO. www.fuscoe.com Job Number: 245.0701 Data January 24, 2007 ' ����