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HomeMy WebLinkAbout2057-S Awl INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE * IF X = 10' USE THESE DIMENSIONS ** WITH OTHER XS DIMENSIONS DIMENSION GENERAL NOTES CROSSWALK 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and ® DOUBLE YELLOW STRIPE STRIPE Standard Specifications dated July 1992, as shown on the plans and in the Special i OR MEDIAN CURB FACE LIMIT LINE » Provisions. ' O * „ 3 2. Traffic signs, stripes and legends r CAI-TRANS Traffic Sign Specifications, Traffic 2 _ _ ST » gg ps FIVE SECTION 3,** ,� 6 " 8„UC_6„LC Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends SIGNAL HEAD O O NTAR10 X» to city stencils. Reflectorize all signs, stripes and legends. THREE SECTION " SIGNAL HEAD -- „ -- - ,-, 4 3. Pavement markers and painting procedures for striping per Standard Specifications for X* REFER TO PLAN FOR REMAINING LOOPS C: I 59* 14.1 X 8040 (aPublic Works Construction, latest edition. 4. Locate all substructures prior to construction. Hand dig foundations until clear of 77 obstructions. Coordinate pole installations with overhead utility or substructrure owners. Phone Underground Service Alert and concerned utility companies 48 hours LEFT TURN LANE I 30* prior to construction. Location of utilities and substructures have been shown from - —e" WHITE TURNING LANE LINE a search of available records. The Contractor shall conduct his operation in such a CITY OF ONTARIO manner as to protect not only the utilities and substructures shown, but other utilities TERMINAL COMPARTMENT X-6' or substructures that are not shown on these plans. 2 - 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final I.I. S. N.S. LEGEND DETAIL placement. Perform preliminary striping layout prior to loop detector layout. FIVE SECTION SIGNAL HEAD _ _ 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as X 10 I 6f shown. MOUNTINGDETAIL 0/ Electrical services shall be 120vott/240volt. Provide circuit breakers for signals (one 50 amp tared), illuminated signs {one 15 amp metered) and safety lighting one _._------_-.._ 30 amp r 1200 watts or portion thereof unmetered). Coordinate service details and X-6' scheduling well in advance of need. INSIDE THRU LANE I 2 S. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be - - •—4' LANE LINE OR 8" TURNING LANE UNE { the Contractor's responsibility to provide the correct conductors required for the NOTE: NOTE: I 3' intended operation. ALL SECTIONS 12" ALL SECTIONS 12" 11 9. The Contractor shall obtain Encroachment and Lane/Road Closure Permit from the City of Rancho Cucamonga and the City of Ontario for any work in conjunction with these R p ALL SECTIONS 12" 10, Ions. R NOTE: 6I Y ALL SECTIONS 12" O Y O R OUTSIDE THRU LANE f 16X" 8"U C—6"LC X J ST 3" 040 G A A Y ALL DIMENSIONS TO OF STRIPE IL � UTILITY COMPANY TEL. NO. A A LA IIJ A 14DJ ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 MAS-5A LOOP DETECTOR PLACEMENT CITY OF RANCHO CUCAMONGA PHONE _ vERISON CORPORATION (909j 228-2fi o PACIFIC TELEPHONE COMPANY 800 ___ _.______.. _ �.__________. _ - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 DETAIL "A" DETAIL "B" DETAIL "C" _..__..._ __r_.__..____�._�_�. ._._ .. ____ ___ _�__._�_ _._��_.b _- . . __ _. _ •.__ WATER IN, 'G = 02, 04, 06 or 08 REFER TO PLAN FOR DISTANCE I.I. S" N.S. LEGEND DETAIL SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 YA,GA. •1, 03, 05 or 47 ___.v_.. _.._.:_ _ _,, __ �,e_ a� UNDERGROUND SERVICE ALERT (800) 227-2600 SIGN AL DISPLAYS TO ADVANCE DETECTORS SINGLE INPUT EMERGENCY VEHICLE yJyAPA fillipt d PREEMPTION DETECTOR �ACAESTEE CAP 1/2• COOPING MOTES FowouNTING ASSEMW 10BOTTOM- FOR i loser want i assert l . th ^o y. �t, / 2 4 SIGN WIRING pJ TAB FOR ®NG �ro� wnc i rp asserib l y. L� L1 LJ 1 1/2" M 3/4- SMALL SIGN A PLATE ❑3 Bolf_�����cstaint"s stmt, with INDEX OF SHEETS REDUCER __ ® Flat wa0wr•, stainlews steel. B19 L. B. CONDULET © lush i M Im a me. ' - -- _--- ----------- W/ 112' NIPPLE ® ,,,o towtt, 1�4 IrrcFf �Inlwtw, .Ith 1 OF 4 TRAFFIC SIGNAL ELECTRICAL DETAILS O s rout and `°t`ea'k key. or 2 OF 4 TRAFFIC SIGNAL PLAN , PELCO AB-0155-L ARD -I t n a m e 1001 E� 13 ,.,t and c,tar kwy. 0 OR AB-01 32-L 14.1- X °' 14} 12 l USM Fourth Street and Richmond Place D - 6 2 3 OF 4 SIGNING AND STRIPING 2 5 s STR G PLAN Reference STD. DWG I1501A for Logo Detail 3 4 OF 4 INTERCONNECT PLAN NOTE, 1 1 MAST ARM FOR INTERNALLY ILLUMINATED STREET NAME SIGN, MOUNTINGSIInT HARDWARE, AND ELECTRICAL DETAILS SEE STATE STANDARD An PLAN NO. ES-33 AND THE SPECIAL PROVISIONS. HORIZONTAL MAST ARM 40 t INSTALL IISNS ON HORIZONTAL MAST ARM 8' ABOVE THE �„, 1 1prCl R DR. THE SIGNAL MAST ARM MOUNTING, SEE DETAIL 'A' AND `�- 1 - 10111 AVE 434 SPECIAL PROVISIONS• THE MANUFACTURER SHALL PROVIDE VIEW D-D _ ' SILVERBERRI TO ACCOMMODATE DN TO THE CITY THAT THE POLE IS DESIGNED AS fl JIJ\j r�J NOTE: SPECIAL PROVISIONS FOR � TO ACCOMMODATE THE ADDITIONAL MSAT ARM AND THE MAST MAST A R M ARM AND MOUNTINGS CAN ACCOMMODATE IISNS. rL TAPERED TUBE vrro�A P t UW �� � , /� l 1 , �, 'S THIS WORK ARE ON FILE IN NOTES FOR HORIZONTAL MAST ARM 1/4' 41 *zjA+ � E THE OFFICE OF THE CITY MOUNTING CLAMP FOR ENGINEER 1. Round tapered steel tube 0. 1 mini w t th max I Mur taper 36 o. 14 4' eAs� ` FILE: PARCEL MAP N O. 16300 ....,____-_-___�_.�-_-___ inches per foot and 5 1/2' OD minimum n i nun rot pole. ASTM A-36 6 53. EVP OPTICAL DETECTOR 2. In l i eu of the torque y the turn- for HS bolts, cap screws shall be tightened by the turn-of-nut method, 1/3 turn rt from snug tight condition. No washer will be requ I red. MILLER 9/16' DIA. HOLE ---- ------------ 3. Cat trans Std. Dwg. ES-7M,Deta t l 'F', fatigue resistant weld, AVENUE is required at IISNS arm plate and pole base plate. — 11/2WA SPECIFICATIONS SECTION 'B-B' '� aaa� DESIGN sof HTOsir specifications for the design and construction NOTES, STEEL OF 48,000 PSI 6s roarrall eot>trvA4� N0. DESCRIPTION OF REVISION DATE of structural supports for highway signs, luminaires MIN, YIALD AFTER FABRICATION. Cffy and traffic signals, dated 1994. � ,- Loading 2. HOT DIP GALVANIZED FINISH. WIND LOADINGS1e9 km/h AASHTO PER ASTM A-123, -- lin I t Stresses 3. ALL WELDS SHALL CONFORM TO AWS AriR011 ---- TRAFFIC SIGNAL STRUCTURAL STEEL Fy - 331 MPa (tapered sheet steel) D1. 1 SPECIFICATIONS. a BASE PLATES AND FLANGES SHALL fy = 248 ELECTRICAL DETAILS CONSTRUCTION Standard S MPa unless noted otherwise noted �,,,. � Specifications and the S BE PER ASTM A-35 6 A-36 STEEL 15 p pedal Provisions E.C.R Post---,, 4TH STREET AND W _ = 1/4' Gusset i#' s, RICHMOND PLACE O AN-i- ( Typ) MH SrFM+ tory zw _ C Post 3,4.E I �� CITY OF ONTARIO +G "B„ "B" Arm N 1 r-•- I APPROVED BY: RECOMMENDED 3/4' - I❑NC - 1 3/4' long -- - -- -- -- �ll� CITY ENGINEER DATE Z1��S - ��, O Ston HS cap screws total 4, -cap pole plate + 3/4' hole In pole plate CITY OF RANCHO CUCAMONGA Det F A i 3/4' hole In arm plate ZW APPROVED OQ�OFESSI APPROVED BY: p /i/,l- /� R.C.E. 24953 RECOMMENDED i '�� S £/ F CITY ENGINEERS l�_c.(�(icc{1 T DATE tt o m forelectrical� conductors edges ?���G� sF�' � DESIGN I SUBSECTION SHEE1 O 1/4' gusset Q s, (Typ) = TRAFFIC SIGNAL LOCATION L.S. LAV SCE S. EISENHART z POLE LOCATION CODE MOUNTING PLATE DETAIL SECTI ❑N A—A_ No. 13493 CONSULTING ENGINEER of _._ _n__ _- -... _.__._.._ -..r. ___.__ __ LOCATION MAP � Exp. 3-31-07 DRAWN 2070 LOCUSt Court PROJECT SHEET L� San Bernardino, California 92404 (EXACT LOCATION BY ENGINEER IN THE FIELD) _.�.._. __ __.___ ._ s�q� elv�� ,�P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 of OF I.I. S.N. S. MOUNTING PLATE DETAIL NOT TO SCALE I.I. S.N. S. CHECKED DRAWING NO. N A14 it 2 LAWRENCE S. EIS N RT R.C.E. 13493 � O O l R[CWO CONDUCTOR SCHEDULE PiACE N POLE AND EQUIPMENT SCHEDULE RUNS ��J ! PLACEMENT PED PUSH AWG CIRCUITS Q Q Q Q Q Q r -N-�s POLL SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS *�k 1 l SIGNAL LUMINAIRE POLE MAST ARM POLE I.I.S.N.S. 3 CONDUCTOR CABLE PPB 1 2 3 3 1 :::::: I 14 3 "I NO• DESCRIPTION "C" "B" "E" ARROW LUMINAIRE LEGEND PHASE DIAGRAM MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 5 CONDUCTOR CABLE PED 1 1 2 3 3 j W E A 19A-4-80 30' 15� 3' - 12' SV- 2-MAS SP- 6 �-- 250W Richmond-> 9 CONDUCTOR CABLE VEH 1 1 2 3 1 4 � � 'I _ Q 9600 :::: I 3 TOTAL CABLES 2 3 6 9 1 10 B 15 - 12' 3' 12' - SV-1-T - SP-1-T 8 —�- 250W 12 I.I.S.N.S. 2 2 2 2 2 - II r- x 1 C 15 - 12' 3' - 21' - - - 8 �— 250W Fourth ST4 10 LUMINAIRES 2 2 2 2 2 - 0 1 0 2 0 3 0 4 t 1 �I 04 DEIECTOR 3 N i S _ _ SV-2-T _ 1 D 22 15 3 7 SV 2 T SP-1-T - 250W 06 DETECTOR 3 3 3 NOT NOT NOT f' II III 1 "_ _ _ _ __ _ PL DLC 07 DETECTOR 2 USED USED USED SCALE 1 20 E 29A 5 80 55 15 5 SV-2-T 3 MAS 250W E-Richmond96 92 FT08 DETECTOR 3 3 3 3 3 ---� io o s io 20 F 17-3-80 20' 15'* 5' SV-1-T MAS SP_1-T 6 �--- 250W F6" 1ourth 4600 OTAL D.L.C. 3 3 6 6 - 11 ::.... EVP CABLE - - - 1 1 3 3' ' ; 33 3 * AT 90°TO SIGNAL MAST ARM CONDUIT SIZE (in) NOT I 1 ;:: : i ** I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 4. ARROWS SHALL POINT NORHTERLY. 2 2.5 3 4 2 2-3 1 ::? :: ; USED I USE RANCHO CUCAMONGA LOGO I.I.S.N.S. SIGN PER DETAIL ON SHEET 1 OF 4 ON POLES A and C. I 2 22' ; USE ONTARIO LOGO I.I.S.N.S. SIGN PER DETAIL ON SHEET 1 OF 4 ON POLES E AND F. II 05 06 07 08 I -�,-•6 < i I :: III 2 I 1 I 1 1 1 ' II IIc-M 1 �•� �� � \; ;; ---- ; BY SCE DETECTOR SCHEDULE 1 ♦, 1 1 1 I I �, SENSOR DETECTOR CONTROLLER LOOPS PER NO. CHANNEL INPUT CHANNEL I 1 , ••. I 1 � 1 I R Of 3-W-04 3 .YA• 1 I 1 1 1 � I IU C Iry\ v ;LLJ ............... ............... ................ .... I ................ BCR ' I 1 I ................ 1 :::.: / 1 1 I ................ 1 ................. I W. I D s 1 2-W-�7 7 3 ;; - BY SCE —+ 2 C 1 DLC 3 A -- - i, - - - -- 2 3-E-08 - -- -- -- - - -- . 1 I _ ---- -------------- ------------- -------------------------------------------------------------------- - 6 -------------------------------------------------- ----------------------------------------- ---- ---------- --- ...................................... ................. ♦ . A , ::: ..... ....: - '!.4'AY. .4'.. 1 1 1. ::::.':..:::' w 1 .................................................. ................................................................. ............................ ............. ....... ........ .. .................................. .................................. I , 1 A .... .,.. .... .�...�..,� .....r.W...... ..... - - --- - - - .......... .. ............. .. . ........................................ {j/� ......................... ♦ , , ; 1 .. .... .�. 1 , 1 , , I .. ...................... ............ ... T 1 ------------------------ ---------------------- _... . . .::" -------------- - -----' — —-- — ------- -- ---- ---------- -- -------------------------- -- ---- ----—-- -- -------------------------- —— -------- ---------- W -______-----___-- --------------------- ............. 1 1 1 ::.i•:::.�:.�::...V Y.: - - - N.,.............:::::::... ,1 :.,': 1 -W-04 12 3 .............. .. .... .. .... .. . .. ..................................... .......................... ..................... ........::.::::. ...._............,........._........................«........_....... ...,.........:."�_ _______ -1 _-------------�-_ t- - ........................................................... :.,: ;-------:amu r 8 1 cn 0 I : – i I 1 I , 1 � ; , � -- 1 11 2 10 24 N 16 7 1 1 -W-�7 15 1 08 ; 3 2 1 -E-08 16 3 II 5 4f2 ,:, W 24 W LO r- 16 W 1 13 4 , ------------------------ s ----------------------- s s ------- -------------- ------- s - ---- -- „ 8 -------- -------- --- -------------------------- ---------------------- 1 --- ----- --- -- — ----- — ----- ----- r---- � -- 08 ;' --- - --2 -N------------------------------------------------- ----- ----- --- ----- 2 --- 2 1 —N-06 14 1 3 250' TO 3 1 19 M ( lo' 24 M 16 9 �.) 4 LIMIT LINE 2 2—WI-04 20 4 --------------------------------- ^ ' 1 17 r� 2–W-07 3' 10 N ` REE JL I ;'0ITY OF RANCHO CUCAMONGA 18 - - - - - - 2 at-I JL-JL ! 31 CITY OF ONTARIO 07 EXIST. RAISED MEDIAN 1 1 1 23 1 , - ;' � 2 2-E-08 24 4 < < < o < < < 04/07 4�-—� 10 .-- -- ----- ------ -------------- ------------- -------------- ------ 1+----,--- -- -� a 12 2 2-N-06 22 21 250' TO - U_ - 1 12 _ X-WALK 20 _ 13 EVP1 1 --- ----- --- 04 --- ----- ----- ----- - -- ----- -- - --- ----- --- R 2 X ---�- - -- -- w - - EVP06 EVP2 3 12 0 - ; ` 20 ` ;-' 0 " » �, EVP04+47 EVP3 I 5 M DETAIL B -- 2 ----- --- --- ----- - ------------------------------------------- -- -2 - f- 4 04 --- - - ----- - -- ----- -- - --- ----- --- EVP08 EVP4 3' 3' - - -- ---- ---- 12 3#10 (LIGHTING 2"C? 2006 06 41 1 2#12 (I.I.S.N.fl ; 0 p 06 ..................... ...... .............. ............................................................................................................................... ... ............ ... .iC'iYYWiA• ....� ....j....� ....'6:'ie,Y.a:,,-a ®. .. ®sti--.-�.� '��—..�w .... .. ...... .... 2"C, 1 DLC NOTE: SPECIAL PROVISIONS FOR EXISTING 2"C 3 12 1 6 27' 40' EXISTING 2"C TO 0 URONEE AV FOR INTERCONNECT. #10 5 FO 12INPR. #19 TO TO FRANKLIN o\IE. THIS WORK ARE ON FILE IN ( Qt) SCE HANDHOLE �) THE OFFICE OF THE CITY \ SEE SHEET 3 OF 4 SEE SHEET 3 OF 4 ENGINEER. 2"C, 3#6 (SERVICE)-- / FILE: PARCEL MAP NO. 16300 CONSTRUCTION NOTES No. DESCRIPTION OF REVISION DATE ACCEPTED Fumiah and install 8 phase NEMA Type "90" controller assembly with detector sensors and auxiliary equipment in a Type "P" cabinet. Construct foundation TRAFFIC SIGNAL PLA M with 18" pedestal. Exact locotion to be determined by the Engineer. See Special Provisions. 4TH STREET a2 — Fumish and install TYPE III-BF Service Eq9uippment Enclosure with one 5OA-IP A N D circuit breaker for metered signals, two 30A-IP circuit breakers for unmetered lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. Exact location to RICHMOND PLACE be determined by the Engineer. ® — Furnish and install 3" conduit and 3#6 service conductors to SCE power source. CITY OF 0 Q4 — Furnish and install OPTICOM MODEL 721 EVP on signal most arm per detail on sheet 1 of 4. Phases shall be as shown on the plan. Verify locations with RECOMMENDED APPROVED BY: manufacturer's representative prior to installing. / �/ � '�Q �1 CITY ENGINEER DATED / •� amu" " ® — Fumish and install most arm sign (36"x36') per CALTRANS Standard ES-6T. Detail U. Sign codes shall be as shown on the plan. CITY OF RANCH 0 CUCAMONGA v © — Construct wheelchair access romp per City of Ontario Standard. RpFESSI APPROVED BY: R.C.E. 2953 RECOMMENDED `I c�0 5 'Y �� DATE.iLL.� O f�S �� CITY ENGINEER � � -- -� 3� DESIGN R SUBSECTION SHEET O W Q LAV!''IIFNCE S. EISFNNART Z CLI No. 13493 L.S.E. CONSULTING RNGINE.KR of w DIAL TWO WORKING � Exp. 3-31-07 * DRAWN 2070 Locust Court PROJECT SHEET !i BEFORE „�. DAYS BEFORE Son Bernardino, California 92404 YOU DIG YOU DIG �S'J�� OiV1�� �P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 2 of 4 OF CAS` CHECKED DRAWING N0. N TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY UW*RGROUND SERVICE ALERT �tt�/s' — 'I-, WRENCE S 51SENH&R1 R.C.E. 13493 DA7 O 11 I ' II 1 1 1 II I 1 1 II I II I 1 1 ' PAINT 'SIGNAL MARKING INSTALL W41 I II Z W fll III PAINT AHEAD MARKING �� II CITY OF RANCHO CUCAMONGA NOTES: CITY OF ONTARIO NOTES: �� II S N 1) All details and d#mensions for traffic signs and the installation thereof shall conform 1. All work and materials shall conform to CALTRANS Standard Plana and Section 56, 82 I 11 I to the CALTRANS _Sign__$pecificotions, Traffic Manual, Maintenance Manual and Standard 84 and 85 of the CALTRANS Standard Specifications, both dated July 1992, and City I 11 II Plans and Cty StondardPlon__No. 133�-unless otherwise approved or directed by the of Ontario Special Provisions for Signing and Striping except as indicated hereon. City Engineer. I MEET EXISTING STRIPING E 2. Any Contractor performing work on this project shall familiarize himself with this site 11 I I STA. 92+65t 2) Procedures for painting of stripingand pavement markings and Installation of and shall be solely responsible for an yy damage to existing facilities resulting directly I » pavement markers shall conform o the Standard Specifications for Public Works or indirectly from his operations, whether or not such facilities are shown on these SCALE 1 =40' _Construction and the following provisioniii plans. d II !3 40 0 20 40 80 A. All pavement markings shod conform to City maintenance stencils, (S.A.E.) unless 3. All obstructions within the area to be improved are to be removed or replaced at i- otherwise noted. the direction of the City Engineer. Utilities are to be relocated by the respective owners. The Contractor is referred to Section 5 of the Standard Specifications for I I ? II I In1mill Hill EL' All conflictingstriping and 'pdOement markings shall be removed by WET Public Works Construction. 4 11 SANDBLASTIN . I I 4. The Contractor shall renew or replace any existing traffic striping orgy/or pavement i i II II I C. Sufficient control points and spotting shall be set for accurate and complete markings, which during his operations have been either removed or the effectiveness I I I II ( I installation of new or replacement striping and markings. of which has been reduced. Renewal of pavement striping and marking shall be II done in confomance with Section 84 and 85 of the State of California Standard II D. All control points and spotting removed during sandblasting shall be replaced prior Specifications and the Special Provisions. II i I to installation of striping and markings. II ( I 5. NI signs not relocated shall be installed new and shall be 3M Diamond ViP grade or II 1 E. All control points and spotting shall be inspected and approved by the City Traffic equivalent with Series 1160 premimum protective overlay film. 8 II I Engineer prior to installation of new or replacement striping and morkingss. 6. Signs not mounted on street lights shall be mounted using TELESPAR 201712-2, 12 F. All traffic striping and pavement markings installed on new road surfaces shall be guage post(s), TELESPAR 25K-12-S-2.4 anchors and TELESPAR TL-220 drive nuts. 4 ' an approved low VOC type, 15 mil thick (wet). Installation shall be in two coats IT with the second a minimum of two weeks after the first, unless otherwise noted. 7. All signs shall be blocked, or blocked and braced in accordance with note #2 on CALTRANS Standard Plan RS2. Blocks shall have a 3/8* hole in the center so that j I I II I I II G. All thermoplastic striping and pavement markings shall be installed in one coat and they are held in place between the sign and the post by the center mounting bolt. II be 10 mil thickd ( ry), unless otherwise noted. I 8. In case of accident involving safety matters covered by Section 6409.1B of the ;? 1 13' , I I H. Under no conditions shall a roadway be left over night, weekends nor holidays California Labor Code, the Contractor shall immediately notify the State Division of without appropriate striping and markings to the satisfaction of the City Engineer. Industrial Safety. I II I. All traffic striping and markings shall be installed with all appropriate permits and 9. The Contactor shall obtain all necessary permits and a business license from the I I I traffic control measures, in accordance with Ci and CALTRANS standards. Ci of Ontario. � � I II I J. Temporary or construction striping and markinggs shall be in accordance with City 10. The Contractor shall obtain a Traffic Control permit two working days prior to the II and CALTRANS standards and as directed b the Ci Traffic Engineer. time of construction within the y City g' public right-o -way. The Contractor is referred to 1 I Section 7-10.3 of the Standard Specifications for Public Works Construction. II ( I 3) Street Name Signs shallbe installed per City Standard Plan No. 401-A. 11. At the direction of the Engineer, the Contractor shall deliver and unload any salvage 4) Traffic Signa shall be installed per City Standard Plan No. 401-B. at the Ontario Municipal Service Center, 1425 South Bon View Avenue, or City Well II ; Site No. 9, on the west side of Columbia Avenue north of Deodor Street. 8 r- II II Z� o I 1 U W d R/ _ ---------- a 0 ` '------------- II � o � 95+70.7 4TH „ 10+00.00 RICHMOND Ill ,2 o = ` U S 74 10MiS SION VISTA DR. I 1 I I S N I I I g s + II II � 1771 in �� II 11 II I I 60• I I ' 9 II I t l I I I 4 II I I ? I I MOVE ANDSTOSALVAGE I I REMOVE EXISTING STOP EX II I I BARF BY SANDBLASTING REMOVE EXISTING STOP I I I I I v, MARKING BY SANDBLASTING 1 I I o' I I I o I I NO. DESCRIPTION OF REVISION DATE C" � I � I a N I I SIGNING - AND STRIPING PLAM ' 1 I W 1 I STRIPING CONSTRUCTION 4TH STREET I I MEET EXISTING STRIPING C O S RUCTION NOTE S 1 � STA.I I I I REMOVAL DETAIL — Apply 12" white stripe (thermoplastic). AND — Apply double yellow stripe (thermoplastic). RICHMOND PLACE I In I PAINT *AHEAD" MARKING �3 — Apply 8" white stripe (thermoplastic). CITY Pf ONTARIO minF±1 — install TYPE IV(R) pavement marking (thermoplastic). APPROVED BY: RECOMMENDED I II I I 11 W a — Paint 4" solid white stripe. CITY ENGINEER DATE 'S-�nS i 11 1 1 II ZCITY CSF RANCH 11 � I 11 :3 Rl — Repaint existing 4" skip whits stripe. O CUCAMONGA RECOM ENDED II I I II INSTALL w41 �7 — Repaint existing 8" solid white stripe. oQRpFEssl( ,, APPROVED BY: ' R.C.E. 24953 �" T 1 PAINT SIGNAL MARKING w G� f/S, �` CITY ENGINEER , f " ' oATE..;i-„' y O II I I I 8 — Repaint existing 8 chevron white stripe. 3��`' ��' 2 DESIGN SUBSECTION SHE EI I I I I �, � � ��^ l.A1l���[�CE S. Eta ENHART Z 1 II — Install R3-7 on metal post. -+ L.S.E. No. 13493 CONSULTING ENGINE'E'R —OF- 84- of a 1 II 10 — Install R7-1 on metal post. Exp. 3-31-07 * DRAWN 2070 Locust Court PROJECT SHEET San Bernardino, California 92404 iVlV\� �P L.S.E. Ln Tel: (909) 864-5406 Fax: (909) 864-5047 OF� CAL CHECKED DRAWING NO. _ CV UWRENCES. EIS NMR1 R.C.E. 13493 DATE W E 0 S SCALE 1"-40' 40 20 40 so RICHMOND PL. BUFFALO AVE. I 3' 33' I 1 11 50' 50' 1 22' 22' ( 36' 1 36' 1 II II I i 18' 12' 6. 6 12' 18' 1 II I� II I II II II II II ate 1A In in In I0 I I - I 0 00 ; -_ to O 0 ac 0 ac — IN M1 ►7 M � N OF RA RC COCA A CrrY OF On t I O O ' N --- ----- C����—_ ��--- -- �----- -- --• fV (V _ ----- -- —• _ I C4 tn Ln to 0 — I TO MILLIKEN AVE. TH� - — - - - - STREET 3 EX. SCE HANDHOLE I I SCE HANDHOLE EX. SCE HANDHOLE I EX. TYPE III-CR SERVICE I • 12 1 '1 ' ' 1 NEW SERVICE EX. TYPE III-CR SERVICE 1 18' 12' 18.112' 12' 14'11 1 EX. ASC/2-2120 CONTROLLER II I I 1 NEW CONTROLLER::::�� EX. ASC/2-2120 CONTROLLER 1 I 1 148 361 • I , I GURNEE AVE. FRANKLIN AVE 690' 843' CONSTRUCTION NOTES NO. DESCRIPTION OF REVISION DATE cmr p - Furnish and install new 12 pair #19 cable in existing 2' conduit. ACCUM 4TH STREET INTERCONNECT PLA M ❑2 — Intercept existing 2" interconnect conduit at location of new controller. Install new #5 P.B. and new 2" conduit into new controller. Cut existing 2-pair #19 A T GURNEE AVENUE cable from Franklin Ave. to connect to modem in the new controller. Install new cable from modem in new controller to existing controller at Gurnee Ave. RICHMOND PLACE A N D p - Existing 12 pair #19 cable in existing 2" conduit. BUFFALO AVENUE/FRANKLIN A VE N U E CITY OF ONTARIO APPROVED BY: RECOMMENDED / CITY ENGINEE DATES �.�� -- CITY OF RANCHO CUCAMONGA RECO ENDED Q(tOFESSI APPROVED BY: � R.C.E. 24953 M�'}� I S. Els CITY ENGINEER /�� ! / i� DATE.,ii yy7T�S o 3� DESIGN LAWRENCE S. EISENHART SUBSECTION SHEET Z J No. 13493 L.S.E. CONSUL77NOINCINEER of w Exp. 3-31-07 * DRAWN 2070 Locust Court PROJECT SHEET il San Bernardino, California 92404 CIV1� � L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 of o OF CX0 CHECKED DRAWING NO. LO CV DATE 'r \ UWRENCE 5. iS R.C.E. 13493 i� O