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HomeMy WebLinkAbout2341CITY OF RANCHO CUCAMONGA SHEET INU X: SHEET -1 TITLE SHEET SHEET -2 REHAB PLAN 4TH STREET PAVEMENT REHABILITATION SHEET -3 STRIPING PLAN FROM MILLIKEN AVENUE TO RICHMOND PLACE COMMUCUM NOM GENERAL NOTES O-- 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public 0.12' THICK ARHM OVERLAY. Works Construction, (Green Book), 2012 Edition. 2, Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be RANCHO CUCAMONGA FULL DEPTH GRIND AND REPLACE OF HEAVY AWGATORED responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall SURFACE AREA PER DETAIL ON SHEET 1 (NOTE: FULL DEPTH be responsible for any damage as a result of the construction operations. GRIND AND REPLACE SHOWN ON PLAN ARE APPROXIMATE 3. N The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior � LOCATION ONLY). to construction or regarding any problems. � � � � PRIOR TO FULL DEPTH GRIND AND REPLACE, LOCATE EXACT Q° 5 CKM n, LOCATION OF SEVERED ALLIGATOR CRACK AREAS. EXACT - LOCATION SHALL BE APPROVED BY THE CITY INSPECTOR. Southern California Edison Co. (909) 357 -6581 ¢ a Southern California Gas Co. (909) 335 -7755 �"" "° Q--- 0.12' TO 0' DEEP VARIABLE COLD PLANE AND ARHM 4 ( ) ,�,� L� Verizon Communication (760) 245 -0330 cg1 ge t If OVERLAY OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 Cucamonga Valley Water District (909) 483 -7313 aT 1 I (D— ADJUST TO GRADE (WATER VALVES, GAS VALVES, METERS Charter Communication (909) 392 -5137 111 1 (�—� 113V AND OTHER APPURTENANCE.) Metropolitan Water District (213) 217 -7807 6 -- ADJUST MANHOLE TO GRADE A T L T F R R 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire a Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. 711h STINXT —� ST��NG . 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday - AO- FURNISH AND INSTALL VIDEO DETECTION SYSTEM PER DWG. TS -473, (SEE SHT. 4) Thursday, and at least two working days prior to the construction start date. 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any Ba -PAINT 4" WHITE SKIP LANE UNE WITH TYPE "G" MARKERS PER CITY City of Rancho Cucamonga easement or rights -of -way. STANDARD NO. 133 AND THEN INSTAL_ CERAMIC BOTT DOTS 7. During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel =&VJ "'"i` I-0 FRMVAT ONTARIO �C –PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S AE.) /BIKE LANE ARROW on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. , 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole PROJECT @>—PAINT 4" DOUBLE YELLOW SOUD STRIPE WITH TYPE "D" MARKERS responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and LOCATION PER CITY STANDARD NO. 133. (N /A) structures. Ea -PAINT 6" SOUD WHITE BIKE LANE UNE PER CALTRANS DETAIL 39. 9, Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. (D- -PAINT 6" SKIP WHITE BIKE LANE UNE PER CALTRANS DETAIL 39A All discrepancies shall be reported for direction immediately to the City. Nor to srxE 10, On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all VARIES (SEE PLAN) GQ -PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work PER CITY STANDARD NO. 133. (CALTRANS DETAIL 32) N/A to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or VAR. (41 TO 71 SEE PLAN' VARIES (CITY OF ONTARIO) H& -PAINT OR REPAINT 12" SOUD WHITE STRIPE PER CITY STD DWG NO. 133 a Specialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by "G" the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and 1� –PAINT 8" SOLD WHITE STRIPE WITH TYPE MARKERS PER CITY STD DWG NO. 133 Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. JQ-- PAINT 4" WHITE DASH UNE PER CALTRANS DETAIL 27C (N /A) SEE SKIN PATCH DETAIL BELOW Q – INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. EXISTING SURVEY MONUMENTATION VARIES O 2 Q –PAINT 4" SOUD WHITE LANE UNE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California 1_,, PER CITY STD DWG. NO. 133 Surveyors Act. Found monuments are shown on the plans and described as follows: DAN i Ma- INSTALL CONSTRUCTION NOTIFICATION SIGN, APPROXIMATE LOCATION, FIELD LOCATE EXACT VAR _ - - - (NON FOUND) LOACATION. (SEE SPECIFICATION APPENDIX FOR DETAIL) // •'� 25! TRANSITION ii A��A i r,- o r ��J -- / / /'• /V� �iv�� vv�`�i -- v J VARIABLE COLD PLANE 2 FROM 0' TO 0.12' DEEP j �� ��� /,,!�,,., .,,• EX. EWGATOR CRACKS TO BE Q� GRIND AND REPLACE PER - � ' o PROPOSED FNLSt1ED STRIPING GENERAL NOTES DETAIL BELOW �`'" E>asr A.C. SURFACE 1,-122 8 fir' SURFAM 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform ROUTE AND CRACK SEAL VISIBLE CRACKS to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) Standard plan no. 133, unless otherwise approved or directed by the City Engineer. AFTER COLD PLANE (FOR CRACKS 1.50" & WIDER 2. Procedures for painting of striping and pavement markings and Installation of pavements markers shall SEE CRACK SEAL DETAIL). conform to the Standard Specifications for Public Works Construction and the following provisions. — — — — — — A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. TYPICAL CROSS SECTION B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING, COLD PLANE SURFACE C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation NTS OVERLAY _ ~ ~� of striping and markings. EMST A11M CRACKSO *# REMOVE RESIDUAL AC LEFT BY COLD PLAN D. All control points and spotting removed during sandblasting shall be replaced prior to installation of N W a o.I2' ARHM OVERLAY o ,� JOIN FOR E DEPTH �� JON FOR OVERLAY. w° striping and markings. o E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to° 'o OVERLAY JOIN DETAIL installation of new or replacement striping and markings. N °o ROUTE 1.50' MIN., SPRAY NTS F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, WITH TACK COAT, FILL WITH 15 mil thick Iwet). Installation shall be in two coats with the second a minimum of two weeks after the A.C. AND COMPACT first, unless otherwise noted. EXIST. A.C. PAVEMENT THICKNESS: VARIES EXIST. A.C. PAVEMENT FULL DEPTH GRINDING g. All thermoplastic striping and pavement markings shall be Installed in one coat and be 10 mil thick (dry), TtDCIC VARIES ° (0.17' COLD PLANE AND 0.17' A.C. unless otherwise noted. T�i % %� /v��;���� /,i�ivv�w;w���% OVERT -AY) COY COY �, , ; ; iy %; �v ; %Tvi % ` /� H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping �' /� ' !� �; , i�r � /vv� y DESCRIPTION OF REVISION DATE and markings to the satisfaction of the City Engineer. %A I T� ESSI ST�t^y� CITY OF RANCHO CUCAMONGA I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control �1,T,��� -���, i''�' EX CAB measures, In accordance with the city and state standards. CRACK SEAL DETAIL ����Qt � �No. � TITLE SHEET SM72 z J. Temporary or construction striping and markings shall be in accordance with the city and state standards FULL DEPTH GRIND AND REPLACE W Exp. 06 30 -15 "' '7.50" AND WIDER 4TH STREET and as directed by the City Engineer. * 3. Street Name Signs shall be installed per City Standard Plan No. 401 -A. "NOTE-GRIM HEAVY AWGATORED SURFACE TO 0.17' (2 "), APPLY TACK `1} CIV%%- •� PAVEMENT REHABILITATION 4. Traffic Signs shall be installed per City Standard Plan No. 401 -B. "DEEP ROUTE CRACK TO 1.50" DEEP MIN. COAT AND OVERLAY WITH 0.17' LEVELING COURSE (C2 -PG 64-10) AND OF �%Fd COMPACT (NOTE: MAINTAIN MAINTAIN EKISTNG GRADE) (FROM MILLIKEN AVE. TO RICHMOND PL) NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC, PRESSURE BLOW (REMOVE LOOSE A.C., GRAVEL AND DIRT) (D-SPRAY TACK COAT INSIDE PERIMETER OF CRACK. Underground Service AI®rt CRS BY: DATE; 2 CITY ENGINEER RICE. 63672 O--FILL CRACK NTH A.C. GRADE D2 -PG 64-10 OR APPROVED EQUAL ORE ro e - Call: TOLL FREE DES" ARED BY. RD-1 --COMPACT CRACK FlWNG MATERIALS TO MATCH EXIST SURFACE (ELIMINATE HUMP IN ORDER TO CITY OF RANCHO CUCAMONGA ACHIEVE NON BUMPY AND SMOOTHER RIDE) n, 1 -800 �+ RANGHOCCUCAMONGA CAA 91730 sir 422 4133 RD'1 1 of 4 NOTE: WEED KILL SOLUTION SHAD. BE APPLIED 14 DAYS BEFORE CRACK SEAL CHECM DRANM NO. TWO WORKING DAYS BEFORE YOU DIG RD-2 2341 ■ ! I � Ii II W > ;II II W , II "Id I I 25' a 6 -WV 5 5 -- = - - - - - -- - -- -- -- _ - - i - -� �® 6. a, � 5. -- - �< 6. �- — --- - - - - -- = -- -- --------- - - -- ilk } , �f�® 2 50. ).. 6' 71' 2 s 2 2 12'X70' 61' 12'X40' 9 +50 �— - - 10 00 +00 10+� 50 + 11 t 50 - 12 +00 - -12 5 0 - 13 +00 CITY OF RA UCAMONGA 14 +00 15 +00 i - N - 14 50 I - 15+:50 If +W 6 - - - - - -- - 16 +50 -� -� - -- ` - 17—+t 50 - 1T= -50 - 19 +00- 19-M 20+00 20-50 21 g - - CITY _- OF ONTA ------------ - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------- - - - - -- - - -- - - - - - - - - - - - 6' I --L10' TRANSITION 6 - -- - - -- ! ------ - - - - -- �� i�-------------- - - - - -- 47H W u 1 � it ii i I II I I i dl � II II U C!I � II Ii = II I! VII Ii -G- m 6 12'X80' 3 10'X90 2 41' �_===== IsD O— +00' _ 21t50 0 _ 22 +00 23 +00 __-___== 22t 50 �- — 23$50 �� +50===== — 24$50 25+OE� —I === =____= 2 + U----- - - 25 5 — 26 50 — — 20 — - - -- 28+00----------- — 27 +UG------ 28 �50 + - - - - -S 29t 50 OS= N _ — — — ----------- { — - - - =�� 10' TRANSITION 1 — — --- r I =- -- -- --- - - - - -- - - - -- — � 1 25' 4 - - - - -- - - - - - — MEDIAN ISLAND v V------------------------------------------------------------------ 4TH STREET LEGEND: 0.12' ARHM OVERLAY, SEE DETAIL HEREON. OmVAR. COLD PLANE (0' - 0.12') COLD PLANE do .012' ARHM OVERLAY. SEE DETAIL ON SHEET -1 CONSTRVCTM NOM YR�ESSI 1 6' VAR. COLD PLANE (0.12' -0') PER DETAIL ON SHT. 2 ��,�. N' STF�� CITY OF RANCHO CUCAMONGA 2 0.12' THICK ARHM OVERLAY. ENOMG7D O3 --- FULL DEPTH GRIND AND REPLACE OF HEAVY ALIIGATORED o = GC Exp. 06 -30 -15 REHAB PLAN 4TH STREET SURFACE AREA PER DETAIL ON SHEET 1 (NOTE: FULL DEPTH CIVIV. GRIND AND REPLACE SHOWN ON PLAN ARE APPROXIMATE `'� 0wr PAVEMENT REHABILITATION LOCATION ONLY). PRIOR TO FULL DEPTH GRIND AND REPLACE, LOCATE EXACT (FROM MILLIKEN "E. TO RICHMOND PL.) LOCATION OF SEVERED ALLIGATOR CRACK AREAS. EXACT LOCATION SHALL BE APPROVED BY THE CITY INSPECTOR. APPROVED BY: DATE: Underground Service Alert D41— 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM CITY ENGINEER RCE: 5 672 OEFORE yoG `�J OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 2 ocN PARED BY: m e o 61 Cell: TOLL FREE �— ADJUST TO GRADE (WATER VALVES, GAS VALVES, METERS ' RD -1 CITY OF RANCHO CUCAMONGA m�:;L 1 -8� AND OTHER APPURTENANCE.) DRAWN 10500 CMC CENTER DRNE EET RANCHO CUCAMONGA CA 91730 422 -4133 ADJUST MANHOLE TO GRADE Q RD-1 2 4 TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED cNEa® DRAWING NO. RD -2 2$41 Lm Z mi M MJ 11' 11' 11' 2' 1 12'1 11'1 11,111, 14-5 C C E C C L E C e iYP. A C F E C C C L F (D At. LO x -4 �4 - - - - - - - WIN -- - - - 4— 100, 50 A 59' H 5V C-4 0100 -C-4 I 12+00 r134+00 C-4 15+00 -1 6_+_0U_ TT+-OD - C14 I - - --- - - - - 8+00 A 19+ 61 I !b IT 9+ 50 0 50 400' 12450 113450 1 �F 4 15:00 1 -1 __7450 1 84+50 19+�o 19 - 50 (4) 20�51 10 C==== C - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 C I F_ H __V_ A M— C — — — — — — — — — Typ. TYP. — — — K --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - ----------- - - - - -- Typ. A / \ 4j1rff STREET / X I dl o' 1 Z C C E 0 C B F E C 1C I B C E %Q1 — Pr - - - - ---- - - - - -- - — - - L A%. — _ - - - - - - - - - - - — — — — — — — — — — - — — — ----------------- — — — — — — — — — — — — — — — — — I'D H 'sD 0 t 10 — — — — — — — — ----- (D 0 7 ------- M 114 A \21450 22 50 23+00 0 A = _________ 24:PO 25 50 26 50 27t5 29t5O 31 —1 < < < < < t4jG---- - - - - -- - - - - - - - ----------------- - - - --" C K ------------------------------------------------------------------- I I ----------------------------------------------------------- 47H syjqjsIE7 STRIPING NOTES: AO-- FURNISH AND INSTALL VIDEO DETECTION SYSTEM PER DWG. TS-473, (SEE SHT. 4) @>—PAINT 4" WHITE SKIP LANE LINE WITH TYPE *G" MARKERS PER CITY STANDARD NO. 133 AND THEN INSTALL CERAMIC BOTT DOTS @-PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) / BIKE LANE ARROW OD -PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "Dw MARKERS ESS10, PER CITY STANDARD NO. 133. (t4/A) ? s I (D-PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39. CITY OF RANCHO CUCAMONGA (D—PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A W No. 53672 STRIPING PLAN &-PAINT TWO-WAY LEFT TURN LANE WITH TYPE *D- MARKER E.P. 06-30-15 4TH STREET PER CITY STANDARD NO. 133. (CALTRANS DETAIL 32) 1',- civil- (D-PAINT OR REPAINT 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 PAVEMENT REHABILITATION 0-PAINT 8" SOLID WHITE STRIPE WITH TYPE wGw MARKERS PER CITY STD DWG NO. 133 (FROM MILLIKEN "E. TO RICHMOND PL.) Q- PAINT 4" WHITE DASH LINE PER CALTRANS DETAIL 27C --------- Underground Service Alert @—INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. APPROVED BY- OV CITY ENGINEER EN DATE: RCE: / 53672 FORE @-PAINT 4" SOLID WHITE LANE LINE WITH TYPE nG* MARKER PER CITY STD DING. NO. 133 DESIGN _Lt , P ED BY: RfMOMMENDED Call: TOLL FREE PER CITY STD DWG. NO. 133 RD-1 CITY OF RANCHO CUCAMONGA 1-800 Ma- INSTALL CONSTRUCTION NOTIFICATION SIGN, APPROXIMATE LOCATION, FIELD LOCATE EXACT DRAWN CENTER 10500 RANCHO CIVIC CUCAMONGA, DRIVE CA 91730 SHEET 422-4133 LOACATION. (SEE SPECIFICATION APPENDIX FOR DETAIL) Q RD-2 3 _ oF TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPRO My VM. CHECM RD-2 DRAWM 140. 2341-S e 0 0 0 4 Ni 0 3 a Y E N N m i L Q m a a i h a c 0 U CONDUCTOR SCHEDULE STANDARD MAST ARM minair RUNS AWG CIRCUITS 0 1 ©AAA 2 3 4 4 ®A 5 EXIST. 2 "C/ ®AAAAA REMARKS Type Ht. Sig• 8 5 3 2 2 1 - 3 CONDUCTOR CABLE (PPB) 5 CONDUCTOR CABLE (PED) 1 2 3 4 4 5 8 5 3 2 2— 1 - 9 CONDUCTOR CABLE (VEH) 1 2 3 4 4 5 8 5 3 2 2 1 35' 12 CONDUCTOR CABLE (OL) - - 1 1 1 2 3 - 3 1 2 t z 1 2 - 10 LUMINA5RE XIST. 2 2 2 2 2 z a - - 250 W 2 01 DETECTOR - - 2 2 2 - 2 - 2 3 2 - 3 - - - _ 02 DETECTOR 0, #18 - - - - 2 2 2 2 4 N SV -2 -T SV -1 -T - 03 DETECTOR 1 - 29A -5 -80 35' 50' 15' - 3 - 3 3 3 3 04 DETECTOR 2, #20 - - - - - - 2 2 2 05 DETECTOR 3 06 DETECTOR 4,(FUT/22 - - - 3 - 3 - 3 - 3 3 3 3 3 07 DETECTOR 5 - - - - - - 2 2 2 2 2 2 08 DETECTOR 6, 24 - - - 3 3 3 3 3 TOTAL DETECTOES - 3 5 8 10 10 20 14 9 7 5 5 2 #20 OPTICOM CABLE (E)UST.) 1 1 2 1 2 1 2 3 4 2 1 2 1 1 - - (12 I.I.S.N.S. (E)UST.) CONDUIT SIZE 2 3 "(E) 2 3" E) 2 3" E 2 3" E 2 3"(E) 2 3"(E) 4 2 -3 E 2 3" E 2 3" E 2 3" E 1 2 3" E 2 3" - E= EXIST., N =NEW CONDUIT REWIRE ENTIRE INTERSECTION. r— INSTALL 3 "C /1 -12PR. #19 I.C. TO VINCENT 1335' TOCL. Milliken Ave. ,I I 49' 4g' '1 -N -06 60 I I 60, I I I II I I I� I III I �i I II i J I� II 1 4' � I Z i : I X i CV it i I I I 6I I 12' I I I o I II I I i NEW 2 C/ 1 -DLC I i I 24' 12' 10' 1, 10 I M �r I I 1 14' 1 20' b' i% I It I ! on id I i 5 I I� 3" C/2 -DLC CID 9 CB PULL ADDITIONAL DLC I 04 _. CB FOR FUTURE INPUT 22 06 DETECTORS. \mil i::111111 J7 i � J 2P V 02+ O INSTALL 2 "C /1 -DLC I 1 02 02 O.L.'A' 8P 15plIll 0, Lj — — 05 -------------- -II - -I -- — - - -- - -,� — — — —wAi(R \ �/ _ - WATER - -_ � lA 11 I � \ -- t T-7 - - - -± - - - -_ — r- I --- 4 EXIST. R73 6t EXIST. EVP 1— - — — -- — — — — 3 ` , 4 -E -08 _ I I _______________ �_____ $iORM ORNN / N , r -( e � I - - -- -- 260 TO B.C.R. � - -- i i 1\ Q t%I o- - - -- -- - - - -- to 5 - -- L SEVER 08 Fourth Street; EXIST.'. EVP 4 ' \ 2 -E -08 ----------------------- 1r' EXIST. R73 -6 \1 -� -- 1------------------------------ - - - — — — — — — — — — — — — — — — — — — — — — — - — ______ <__ ------- - - - - - -- -�+ 03 i CITY OF RAN HO CU�AMONGA 2_ E_8 ;i_ - - N -W -07 - - �� A �- - - CITY ,OF ONTARIO - -------- 1 =E -�8� — - - - -- -- - - - - -- 0 2 -W -07 TYP I , - FXISTISEVP 3 15 5 i \ ---❑ 260' TO X -WALK N ; �S4 \; - - - - - -- ? Z - - 2 -W -04 � --- `N° - - - -- - - - -- - - - -- I WATER 04�, l 4-W I---- - - - - -- - - -_ -- - - - -- -- RL POLE H - - - - -- + \10s'C' t 1 EXIST. 2 "C J ' - -- i INSTALL 1 -12PR /19 I.C. 01 �� / A v[IJP _ _ — — — — _ 04 + O.L.'C' �C — — — — — — — — — — _ _ _ _ jd3 I EXIST. EVP 2 EXIST. R73 -5 1 — — _ ` — — — — — _ — — n EXIST. 2 "C jLC. TO SAWGRASS Y EXIST » _ -- . 2 C/LC. INSTALL 3 "C 1 -DLC O \ / , H i -12PR /19 I.C. GENERAL NOTES INSTALL 3 "C /1 -12PR #19 I.C. I CALTRAANS STANDARD RSPECIFIC SPECIFICATIONS, BOTH BOTH DA EDT. JULY5199Z AND THE PLANS CITY OF ONTARIO SPECIAL THE PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. 2. AND SHALLL 113E SOLELY FRESPONSIBLE FOR THIS PROJECT SHALL DAMAGE O EXISTNGILIFACILITEHIMSELF S RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND /OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1- 800 - 422 -4133 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. 6. T. OBSTRUCTIONS WITHIN THE AREA ENGINEER, UTILITIES ARE TO BE EI RELOCATED ARE BY TO TTHEIIR RESPECTIVE R A OWN S THE CONTRACTOR DIRECTION OF THE CITY IS REFERED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7 IN THE CONTRACTOR SHALL nIMMEDIATELY NOTIFY THE STARE DIVISION OF INDUSTRIAL SAFETY. CALIFOR IT LABOR CODE, B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO 9, THE CONTRACTOR SHALL OBTAIN A NO -FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERED TO SECTION 7 -10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA EDISON COMPANY, 11, OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT, 12. ALL PULLSOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE AFB. ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. 11 AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE No. 9, ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST OF THE CITY INSPECTOR. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. 15. PRIOR TO THE START OF SPECIALLFPRO TION THE ARLLYHFOR OBTAIN TIS WORK THE REVISIONS DESIGNED BY 1/04 CITY OF RANCHO CUCAMONGA ITE BY APPROVED RCE N DATE DRAWN BY 3 DATE 1 04 RECOMMENDED BY ill n TJOIA GW 2 -12 -04 t AV-49W#9-6FAI ENGINEER DATE REVIEWED BY RIB ACCEPTED BY DATE i 04 CITY ENGINEER DATE EBJ 6P 6l �2� I O.L'A' O G '� 1 11 II CB 1 1 1 I 14 CB 11 I i ' 1 j t1, 11 ' I' ; 18 I I i 10 1 , 16 N I I a Lr 1 11 10 I 12 1 I& 1� 1 EXIST. 2 "C 19 11 11 to d i� 1I t n INSTALL 1 -12PR #19 I.C. ' 15 I I 1 I 1 M 1 ��i 1 E 2a' 1 1 1 I I 16 ' I 1 62 1 1 I' 70 ' I I 1 U 11 1 1 co 1 ° _ I 1 N 1 1 An I N 11 , C 1, 1 4 t 1 1'I 'Milliken 7Ave. I, -S -021 ESg PREPARED UNDER THE SUPERVISION OF _ CITY OF ONTARIO NO. - o C048774 R. n R.C.E. 48774 fDATE )ED BY s ° ¢ R- W I LLDAN 27042 Towne Centre Drive, Suite 270 ,qAq�. ,ENGINEER D �s� ` \- \''��/ /i1 Foothill Ranch, California 92610 BY �ffor�UF �/�/ Troffic Diveon 949/470 -8840 fox 949/770 -9041 ' rITY NCJNFER DATE EXIST. 2 "C /I.C. STANDARD MAST ARM minair PPB SIGNAL MOUNTINGS I.S.N.S. CONTROLLER ASSEMBLY AND SYSTEM MASTER IN A TYPE "P" CABINET AS DESCRIBED IN O © SPECIAL PROVISIONS, EXIST. 2 "C/ ❑2 --EXIST. 120/240 VOLT TYPE III -CF DUAL METER SERVICE. WITH THE FOLLOWING REMARKS Type Ht. Sig• Lum. uad Vehicle Ped. Message L H.P.S.V. ;i 1 A 29A -5 -80 35' 50' 15' 250 W 6 E MAS LT, I2TMAS SP -i -T Milliken 9600 g 30 35' - 15' 250 W 8 S SV-2-T SP -1 -T - C 29A -5 -80 35' 50' 15' 250 W 8 S MASSVT,I2TMA5 SP -i -T Fourth 11ST D 30 35' - 15' 250 W 2 W SV -2 -T SP -1 -T - 250 W 2 W MASSY- SP -1 -T Milliken 1AAAA E OOON W�INr �r 0 E 29A -5 -80 35' S0' 15' tZTMAS F 30 35' - 15' 250 W 4 N SV -2 -T SV -1 -T - G 29A -5 -80 35' 50' 15' 250 W 4 N MAS LT,12- MAS_1_T Fourth 4200E 2 () SV ) T 35, _ �) 2(R)W H (R (R ALL EWPMEN[ IS EXISTING EXCEPT MMERE SHOMIN: N) - N W. (M) - MODIFY (R) - RELOCA Zt. J7 i � J 2P V 02+ O INSTALL 2 "C /1 -DLC I 1 02 02 O.L.'A' 8P 15plIll 0, Lj — — 05 -------------- -II - -I -- — - - -- - -,� — — — —wAi(R \ �/ _ - WATER - -_ � lA 11 I � \ -- t T-7 - - - -± - - - -_ — r- I --- 4 EXIST. R73 6t EXIST. 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TO SAWGRASS Y EXIST » _ -- . 2 C/LC. INSTALL 3 "C 1 -DLC O \ / , H i -12PR /19 I.C. GENERAL NOTES INSTALL 3 "C /1 -12PR #19 I.C. I CALTRAANS STANDARD RSPECIFIC SPECIFICATIONS, BOTH BOTH DA EDT. JULY5199Z AND THE PLANS CITY OF ONTARIO SPECIAL THE PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. 2. AND SHALLL 113E SOLELY FRESPONSIBLE FOR THIS PROJECT SHALL DAMAGE O EXISTNGILIFACILITEHIMSELF S RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND /OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1- 800 - 422 -4133 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. 6. T. OBSTRUCTIONS WITHIN THE AREA ENGINEER, UTILITIES ARE TO BE EI RELOCATED ARE BY TO TTHEIIR RESPECTIVE R A OWN S THE CONTRACTOR DIRECTION OF THE CITY IS REFERED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7 IN THE CONTRACTOR SHALL nIMMEDIATELY NOTIFY THE STARE DIVISION OF INDUSTRIAL SAFETY. CALIFOR IT LABOR CODE, B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO 9, THE CONTRACTOR SHALL OBTAIN A NO -FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERED TO SECTION 7 -10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA EDISON COMPANY, 11, OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT, 12. ALL PULLSOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE AFB. ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. 11 AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE No. 9, ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST OF THE CITY INSPECTOR. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. 15. PRIOR TO THE START OF SPECIALLFPRO TION THE ARLLYHFOR OBTAIN TIS WORK THE REVISIONS DESIGNED BY 1/04 CITY OF RANCHO CUCAMONGA ITE BY APPROVED RCE N DATE DRAWN BY 3 DATE 1 04 RECOMMENDED BY ill n TJOIA GW 2 -12 -04 t AV-49W#9-6FAI ENGINEER DATE REVIEWED BY RIB ACCEPTED BY DATE i 04 CITY ENGINEER DATE EBJ 6P 6l �2� I O.L'A' O G '� 1 11 II CB 1 1 1 I 14 CB 11 I i ' 1 j t1, 11 ' I' ; 18 I I i 10 1 , 16 N I I a Lr 1 11 10 I 12 1 I& 1� 1 EXIST. 2 "C 19 11 11 to d i� 1I t n INSTALL 1 -12PR #19 I.C. ' 15 I I 1 I 1 M 1 ��i 1 E 2a' 1 1 1 I I 16 ' I 1 62 1 1 I' 70 ' I I 1 U 11 1 1 co 1 ° _ I 1 N 1 1 An I N 11 , C 1, 1 4 t 1 1'I 'Milliken 7Ave. I, -S -021 ESg PREPARED UNDER THE SUPERVISION OF _ CITY OF ONTARIO NO. - o C048774 R. n R.C.E. 48774 fDATE )ED BY s ° ¢ R- W I LLDAN 27042 Towne Centre Drive, Suite 270 ,qAq�. ,ENGINEER D �s� ` \- \''��/ /i1 Foothill Ranch, California 92610 BY �ffor�UF �/�/ Troffic Diveon 949/470 -8840 fox 949/770 -9041 ' rITY NCJNFER DATE EXIST. 2 "C /I.C. CARE OF I REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF VIDEO SYSTEM. 6Q-- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS 2 "C /I.C. VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. TRAFFIC SIGNAL MODIFICATION PLAN MILLIKEN AVENUE AND FOURTH STREET III III IIIIIIII1811► IIIII G10480 SCALE: I"= 20' 9 OF NT 2341 SHT. 4 of 4 CONSTRUCTION NOTES ❑1 --REMOVE AND SALVAGE EXISTING CONTROLLER ASSEMBLY AND INSTALL 16- CHANNEL TYPE 90 CONTROLLER ASSEMBLY AND SYSTEM MASTER IN A TYPE "P" CABINET AS DESCRIBED IN THE © SPECIAL PROVISIONS, EXIST. 2 "C/ ❑2 --EXIST. 120/240 VOLT TYPE III -CF DUAL METER SERVICE. WITH THE FOLLOWING 3/8 CIRCUIT BREAKERS: ONE 60 AMP, FOR SIGNAL, ONE 30 AMP. FOR SAFETY LIGHTING, AND ONE 15 AMP, FOR I.I.S.N.S., AND PHOTOELECTRIC CONTROL IN THE SERVICE EQUIPMENT ENCLOSURE FOR BOTH SAFETY LIGHTING AND I.I.S.N.S., 1 M_-REMOVE AND SALVAGE VIDEO DETECTION EQUIPMENT TO CITY. 102 CONSTRUCT WHEELCHAIR RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. �— � FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON EXISTING SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTION. INSTALL VIDEO CABLES IN EXISTING CONDUITS. CONTRACTOR SHALL TAKE ALL DUE .- 2" C/1-DLC ECTING EXISTING CONDUCTORS MANUFACTURER'S CARE OF I REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF VIDEO SYSTEM. 6Q-- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS 2 "C /I.C. VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET. TRAFFIC SIGNAL MODIFICATION PLAN MILLIKEN AVENUE AND FOURTH STREET III III IIIIIIII1811► IIIII G10480 SCALE: I"= 20' 9 OF NT 2341 SHT. 4 of 4