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HomeMy WebLinkAbout1721-S MATCH LINE - SEE LOWER RIGHT i II it I I I I' 22' 22' II II II I INSTALL W41 ! ( I I II I I I. II II I I III{�J 'I I Y II I Q I I II l ii II i X I � �I it 4 II II I 1 0L 41 I I I li I I it 5 Ln ' I +I II I i I ! Q II I J I I. Z li II 3 Ii Q I II it I I MATCH LINE - SEE UPPER LEFT o I I I II Z II 22' 22' II ! EX SPECIAL TRUCK �I I PARKING SIGN 500' TO X-WALK I REMOVE EX R/C EX R1 6 CrI ! INSTALL W41 o I L_� I EX BUS SIGN EX R81 EX SNS 6 ' 0 � II I I INSTALL R26(S) � - J - - - - r �r $- - - - - - - - - - - - -- - - - - _� 1EX G8 - - -- -- - - - -- - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - - - - - - - - - - - - - - - - - - - - "' 1 R26(S) - -- - - -- ------- ---- - ------- --------- - -- -- - -- ---- ------ - ---------------- - - - ----------------- -------------------------------------------------- 12 WHITE - - - — — — --------,-�-----^---------------------------------------------------- ------------------------------------------------ ------ ------ -------------------------------- EX ELECTROLIER TO 4TH STREET REMOVE REMOVED BY S.C.E. BE °v° -- ----- - -- ----- ----- ----- ----- - - ----- ----- ----- ;�, 100' 2 � �._ 50 7 12 WHITE -------------- - ----------------- - - -_ ----------------------------------- x --------------------___---- -------- -_ - ---- - _ ---- --------- - -------------------------- ------ �-. CITY OF RANCHO CUCAMON6A CITY OF RANCHO CUCAMONEA — �* - -- — — - - C OF ONTARIO C3TY OF ONTA 60 — --------------------- ----- --- - --- --- ---- - ____--- _ __ _ _ _ ____ __ __ __ __ _ _ _ _ -_ __ _ _ _ - - - ----- _-- 4" WHITE � 4" WHITE 50 10' S0 �� -- - __ -_ - - --_-_ -__-_-- ----- ----- ----- �- _._ - __ -._-_- -___- ----- ----- --_-_ - 00 00 INSTALL LEGEND 10' " EX ELECTROLIER � gi—PER STATE STD EX ELECTROLIER f– PLAN A24D v TO BE REMOVED-_mss 12" RITE r TO BE REMOVED - - - - - - - - - - - - - -- -- - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — _______-____ ----- -=-o-- - - - - - - - - -- __ __ ______ _ - _ _-___ __- __ -- - -___--_--_- L T - = - = = -_ _ _ _ __- - - EX26r s) RELOCATE EX R26 EX W47 EX R2(55), R26 EX R26 INSTALL W41 500' TO X-WALK EX G8 TO NEW POST RELOCATE EX R26 TO NEW POST EX BUS SIGN REMOVE CONFLICTING EXISTING STRIPING Thi jj WITHIN INTEr SECTION i II REMOVE EX R1 AND X-WAL< AREAS INSTALL R26 1 RELOCATE I i j REMOVE EX STRIPING GENERAL NOTES EX R26 TO ( „ l ; i I AND LEGENDS 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTIONS 56, 82, NEW POST 84, AND 85 OF THE CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND CITY OF EX ELECTROLIER II EX R26 ONTARIO SPECIAL PROVISIONS FOR SIGNING AND STRIPING EXCEPT AS INDICATED HEREON. TO BE REMOVED 2. ALL SIGNS NOT RELOCATED SHALL BE INSTALLED NEW AND SHALL BE 3M, DIAMOND VIP GRADE OR EQUIVALENT. ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON NEW POSTS WITH NEWI i I MATCH LINE - SEE LOWER LEFT y (26 ) 1 ) (26 ) i 4 HARDWARE. SIGNS DESIGNATED FOR INSTALLATION ON EXISTING STREET LIGHT POLES SHALL BE I MOUNTED WITH NEW HARDWARE. CONSTRUCTION NOTES (THIS SHEET) I I II I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE (FOR SPECIFIC ITEMS WITHIN CITY OF RANCHO CUCAMONGA i W i l ; I f I I II I• � I .I AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY BOUNDARY PER CITY OF RANCHO CUCAMONGA STD. PLAN NO.133) j OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE I I Y I I PLANS. 10 INSTALL NEW SIGN AND POST AS INDICATED. Z II EX R26 I ( EMOVE EX LEGENDS i AND/ORPAVEMENT20 INSTALL THERMOPLASTIC 4" SOLID WHITE LANE LINE. W I +� 4 RRENEW REPLACE ANY EXISTING STRIPING MARK NGS W ICH DURING HIS OPERAT 0 SHAVE BEEN EITHER REMOVED ORTHEE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. ❑3 PAINT 4" DOUBLE YELLOW CENTERLINE. Q M EX R26 � ' �� � I i !, ,� i iSTALL LEGEND PER 5. ALL OBSRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE ® PAINT 4" SKIP YELLOW CENTERLINE. w I j! I ; I � � �' ;; `�;`>" , it STATE STD PLAN A24D DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THIER RESPECTIVE OWNERS. I I II THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS 5 PAINT LEGEND AS SHOWN. CONSTRUCTION. — I I I i I Y I 6. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409.18 OF THE © REMOVE AND SALVAGE SIGN AND POST AS INDICATED. W I I I 13 CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF , x 77 Z INSTALL THERMOPLASTIC LEGEND AS SHOWN. _ INDUSTRIAL SAFETY. I ( I I I o q I. o 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY I I ! it I ! it ONTARIO. 8. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO 32' 32' I THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL STRIPING AND MARKINGS FOR ENTIRE PROJECT SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. tis j, I ( I INSTALL W41 9. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE ! i I II EX R26 AT THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL -I�/ i SITE NO. 9, ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. III ! j � -� -- II 10. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE INDICATED. )I I I II 11. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 12. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION ; OF THE ENGINEER. MATCH LINE - SEE UPPER RIGHT 13. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS PER FIGURE 6-48 OF THE CALTRANS TRAFFIC MANUAL. s. 0 20 40 80 CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING - (,/3gbl ,a CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SCALE: 1" = 40' �z SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. _ R_EV_ISIONS DESIGNED BY PARSONS TA/�.IV�PfaRTATIAtV GROUP INC. SHEET 1 OF 3 MARK DATE BY APPROVED/RCE.No. DATE _ CITY O F O TAR I O CITY O F RANCHO CUCAMONGA 4701 Von Karman Avenue, Suite 300 Newport Beach, CA 92660 SIGNING & STRIPING PLAN DRAWN BY &�� Phone: (949) 263-9322 Fax: (949) 263-1225 REVIEWED BY __ C2--,23-00 REVIEWED BY CONTRACT DATE / DATE A117/ DATE ACCOUNT CHECKED 6� )I/ 4TH STREET A WINEVILLE AVENUE CHE 2 ?� APPROVED B _J`v _ - - --- 44002 2��0 00 T 66 APPROVED BY DWG. No. DATE 4'Q CITY ENGINEER DATE CITY ENI I E DATE WILLIA JANUSZ R.C.E. No. DATE Dom. k"-+ l OF (v REMOVE EXISTING CONFLICTING MEDIAN STRIPING AND PAVEMENT MARKERS REMOVE EXISTING CONFLICTING WB LANE LINE AND PAVEMENT MARKERS WEST VALLEY PIC N'SAVE DETENTION CENTER ENTRANCE EX ELECTROLIER TO , 30 EX R26(S) ENTRANCE (PRIVATE) (PRIVATE) BE REMOVED BY SCE 1 ' EX ELECTROLIER TO oM" It i X50_0'TO X-WALK I BE REMOVED BY SCE REMOVE BIKE LANE ��Y I I 3 EX R26(S) STRIPING WITHIN X-WALK i ( EX BUS SIGN W41 1 W56, 1EX R81 I 1 4TH STREET EX BUS SIGN v 1 R28(S)(R) TYPE N I EX R261S> - _ _ - - _❑ �T _7 CPN[ - _ ��- - - - _ >� - - - - D- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - -- - -- -- - - - - - - 1- - - - - - - -- - - - - - - - - - - - - -- - - - - -- - - - --- �; RS - - - - - - - - - -- - - - - - - - - - - - - - -D—�TE- - - - -- - - -- -- - r MH - -- -- - - - - - - - - - ( " 50' - - ` LO MH 12 WHITE 1 Q0� DETAIL 38I 00 ----- ----- ----- ----- ----- ----- ----- ----- --� EXIST STRIPING --- ----- 2 200' -- �----- ----- 90' GAP----- � ----- ----- ----- ----- --- ---- � _ ---- ---- - - -- - --------- --- - ------ -- - - - - -- --__ __ -----------_-_-_ -------------------- ------- ---- -- ------ -- ------__----------- -------------__- __-------------_- =--------------------C ------ JOIN -- - -W - — __-_----- ------------------- ----- �_---_ ___ .-� - SO TgpER _ _ CIY F RANC�iO[UC.AIVIQNC'iA _-- ---- _____ — - F — - -- ----- CTY F ANCHO CLICAM[)1116`A — CiTY OF ONTARIA - __ CITY O ONTARIO _____ - - - - -- -- _ 4 ---- ----- ----- - --- ----- --- 50' 50' 12" WHITE WHIlE � -` M 50' ----- ----- TYPE IV(L) JOIN EXIST STRIPING v o DETAIL 29 TYPE IV - ----- - - - ----- ---- ----- - --- DETAIL 22 O o INSTALL LEGEND PER (L) STATE STD PLAN A24D 00 4" WHITE 10 12 WHITE 10 v 04 SCE 'VAULT — — c� INSTALL W41 EX ELECTROLIER TO BE REMOVED v� EX BUS SIGN 500' TO LIMIT LINE OP REMOVE CONFLICTING EXISTING EB LANE LINE AND PAVEMENT MARKERS 11.1 D Z W i I Q Z O - rF- V � Z I I SEE SHEET 3 OF 3 FOR I BARRINGTON AVENUE m SIGNING & STRIPING GENERAL NOTES CONSTRUCTION NOTES (THIS SHEET) SEE SHEET 1 OF 3 (FOR SPECIFIC ITEMS WITHIN CITY OF RANCHO CUCAMONGA BOUNDARY PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 133) 32' 32' 1❑ INSTALL NEW SIGN AND POST AS INDICATED. 33' 33' 2a INSTALL THERMOPLASTIC 4" SOLID WHITE LANE LINE. ALL STRIPING AND MARKINGS FOR ENTIRE PROJECT RELOCATE SIGN TO NEW POST AS INDICATED. SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ® INSTALL THERMOPLASTIC LEGEND AS SHOWN. - N ry 0 20 40 80 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 SCALE: 1" = 40' J SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. ' REVISIONS DESIGNED BY PAR�NS TRANISMORTATION GROUP INC. SHEET 2 OF 3 - CITY OF NTARIO CITY OF RANCHO CUCAMONGA - SIGNING & STRIPING PLAN CONTRACT MARK DATE BY APPROVED/RCE.No. DATE — 4701 Von Karman Avenue, Suite 300 Newport Beach, CA 92660 DRAWN BY Phone: (949) 263-9322 Fax: (949 263-1 REVIEWED BY � c� -23-00 REVIEWED BY ACCOUNT DATE �, DATE - - _ DATE 4TH STREET AT BARRINGTON AVENUE CHECKED BY �. R, ` eL�1,�l O APPROVED BY _ �� x¢00 2 2�io%D �- APPROVED BY DWG. No. �� 6 6� DATE Oa / CITY ENGINEER DATE CITY ENGIN E DATE WIL AM F. JAN R.C.E. No. DATE I I 11 I I n 1 1 ++ I i n (60') (60'�� ,I I it SEE SHEET 2 OF 3 ' FOR 4TH STREET SIGNING & STRIPING I I II I I II I I I I 1 I I II I I I INSTALL RAILROAD LEGEND = I I II I I PER STATE STD, PLAN A24C i INSTALL R26 INSTALL R26 INSTALL R26 1 225' TO RAILROAD 1 1 DOUBLE 12" INSTALL R26 STOP BAR INSTALL W47, R26 INSTALL R26 INSTALL R26 = BARRINGTON AVENUE 15 LIMIT LINE Oct I ---------- ------- --- 12" WHITE � DETAIL 32 DETAIL 29 DETAIL 29 DETAIL 22 C INSTALL RAILROAD LEGEND DETAIL 32 �, N TYPE IV(L) " W N PER STATE STD. PLAN A24C 70' 12 YELLOW 0 45 DEGREES '`' TYPE IV(L) ' I it 1 I I O - - - - - - - - -------- -- ------ - - - - - - - - -- - ------ - - 1 ` W _ ; F I W 70' 50' - 50' GAP INSTALL W47, R26 DOUBLE 12" 10 L 12 YELLOW ® 45 DEGREES-/ INSTALL TYPE K ° DETAIL 38 `�' �" " LIMIT LINE LU 1 = -- INSTALL R26 INSTALL R26 INSTALL R26 TYPE IV(R) 300' TO X-WALK INSTALL LEGEND PER INSTALL W41, R26 INSTALL R26 ' STATE STD. PLAN A24D 225' TO RAILROAD INSTALL R41 STOP BAR -- ^---- II I I •I 33 33 1 ' 32' 32' I I I - 1I a I I I LJ L C3 REMOVE EX W3(R), W6 p.. INSTALL W17 SIV I ' I N6 I I +I � INSTALL LEGEND :PER 1 '• 1 STATE STD. PLAN A24q (48') I (48') EX R26 - INSTALL R26 , GENERAL NOTES 1 I (60') (60) 1 SEE SHEET 1 OF 3 c// ,I (26 ) 1 (26 ) 1 I I I I JOIN EXIST STRIPING O END TWO-WAY LEFT TURN STRIPING REMOVAL ALL STRIPING AND MARKINGS FOR ENTIRE PROJECT z DETAIL 22 1 ' SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ii O � ' U TYPE IV(R) Z D z rr' TYPE IV(L) o , W Cr o 26' 1 2 6' 0 DETAIL1.38 " < 00 N 3 TYPE 1V(R) o TYPE IV(L) N OUj WN ( ) X 0 0 Z) RELOCATE EX. SNS /7 1 ``' Z a z INSTALL R1 , ;% X R26—': INSTALL R26 O WF- x0 -� mU'1WU i 00 ----_._.- j - -_f`_*__------'____-___t__{_____ --_±-- -------------- + J \ 00 INSTALL R26 EX R26 gARRINGTON AVENUE EX R26 EX R26 -t' INSTALL LEGEND- PER -� tO DETAIL 22 10 DETAIL 29 DETAIL 32 ° cc M N DETAIL 38 STATE STD A24p W ` 12" WH ------ -------------- - ... ---_-:. ...--------- -------.-.--._ - -------- ...-------_--.�- ITE ` a a M ,,: ----- ---- --__=-- --� --=_---- -------_.::: _ ---- --__ _- - -..:.:\:: _ _ -- __=_ ----- --__--- - � _ , ' ,rte—RE EX W57(L) � w ---- 5� ^ RELOCATE EX R26 ^ 50' GAP EX R26 TO NEW STREET tO TYPE IV(L) TYPE IV(L) MOVE 1 ` 04 LIGHT LOCATION ` w -- - ----- ------------------------- ---------------------------------- - - ----------------------------------- - -------- ` a Z REMOVE EX - EX R26 INSTALL W56, TYPE N INSTALL R26 U W3(L), W6 X -, _ __.- _ - �z--- --- - VREMOVE EX W57(R)ll g 0 20 40 80 Y No um- �' CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM — �` ��� 6/30/01 at /* RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING SCALE: I" = 40' \� CfY1L ��� CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS , � SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. REVISIONS DESIGNED BY CITY OF TARIO PARSONS TRANSPORTATION GROUP INC. SHEET _3_ OF 3__ MARK DATE BY APPROVED/RCE.No. DATE . 4701 Von Karman Avenue, Suite 300 Newport Beach, CA 92660 SIGNING & STRIPING PLAN DRAWN BY �� 2 42_ -o� Phone: (949) 263-9322 Fax: (949) 263-1225 CONTRACT DATE REVIEWED BY % DATE ACCOUNT CHECKED BY �. !�= J 2 Z41/oD 2/ 4od2 Z�,�loo BARRINGTON AVENUE S/O 4TH STREET - it it 00 APPROVED BY - k4A-,l r G�` __./�_— - - _----- DATE Z NOV CITY ENGINEER DATE WIL F. JANUSZ R.C.E. No. DATE DWG. No. T 6 6 3 � i. �to. I� a1- s Ste+ 3 of <o CONSTRUCTION NOTES (THIS SHEET) CONSTRUCTION NOTES (CONT.) CONDUCTOR SCHEDULE � INSTALL ECONOLITE ASC/2S-2120 LOCAL CONTROLLER AND i --I :3' : i i I I POLE AND EQUIPMENT SCHEDULE AWG SIZE POLE OR RUN NUMBER ASC/2M-1100 SYSTEM MASTER CONTROLLER IN A TYPE "P" CABINET, I I 14 I I 13 INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH OR PHASE INCLUDING 2 OPTICOM MODEL 752 PHASE SELECTOR MODULES AND ALL ! i I PULL ROPE 30 BELOW GRADE TO SCE-DESIGNATED P STANDARD MAST ARM LUMINAIRE PPB SIGNAL MOUNTINGS 1. I. S. N. S. CABLE TYPE CIRCUIT 0 0 EQUIPMENT NECESSARY TO PROVIDE THE OPERATION SHOWN ON THIS PLAN. , I I I HANDHOLE (CONTACT SCE FOR EXACT LOCATION). O REMARKS TOP OF FOUNDATION SHALL BE 18 ABOVE FINISHED GRADE. THIS INTERSECTION COORDINATE CONNECTION WITH L SCE CONDUCTORS 9 A 1 t SHALL ACT AS P MASTER WITH 4TH STREET/BARRINGTON AVENUE INTERSECTION BY SCE. AT LEAST 48 HOURS ADVANCE NOTICE SHALL E Type Ht. Sig Lum. H.P.S.V. fd Arrow Vehicle Ped. Message B 1 1 1 ACTING AS A Sk.AVE. I BE GIVEN TO SCE BY CONTACTING MR. DAVE JONES OA 29A-5-80 35' 50' 15' 25OW 6 MAS,MAS,SV-1-T SP-1 -T Santo Anito AVE y(o)a CONDUCTOR C t 1 1 1 AT 909-930-8433. 9600 INSTALL 120 240V TYPE III-CF SIGNAL AND LIGHTING SERVICE. I 3 I II - _ _ CARL USE 100A MAIN BREAKERS, 50A SIGNAL BREAKER, 30A l.Ll I I X I I 14 INSTALL 17"x30" HANDHOLE PER GTE SPECIFICATIONS. © 1-A 10' 8 TV-2-T SP- D 1 1 1 1 1 I 1 + - CABLE LOCATION AND INSTALLATION WITH GTE LIGHTING BREAKER, AND 15A IISNS BREAKER. SIGNAL ' I II ( . O �_ E ! ! C 19-4-80 30' 25' 12' 250W 8 MAS, SV-1-T SP-1-T 4th ST e IISNS CIRCUITS SHALL BE 120V METERED AND LIGHTING I I II I 12000 (VEHICLE F 1 1 t 1 SHALL BE 120V UNMETERED INSTALL TYPE V PHOTOELECTRIC Z III o I I 1 15 COORDINATE NID (TELEPHONE CONNECTION JUNCTION D 22 35' - 15' 250W - - SV-1-T SP-1-T - G 1 1 1 CONTROL FOR BOTH SAFETY LIGHTING AND IISNS. w I N ; I ; I I BOX) INSTALLATION IN CONTROLLER CABINET WITH GTE. INDICATION) H 1 1 3 INSTALL 3M OPTICOM MODEL 711 OPTICAL DETECTOR ON I I I I I I INSTALLATION BY GTE. ( E)j PPB POST 5' - - - 2 - 1 SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICATION. Q III I j I I I , I I I I I 16 INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH PULL Ol '29A-5-80 35 50' 15 250W 2 - MAS,MAS,SV-1-T SP-1-T WINEVILLE t000N (b) TOTAL t 2 3 4 4 4 3 2 t El INSTALL 3M OPTICOM MODEL 721 OPTICAL DETECTOR ON Q 1 I 3I' ' I i ROPE 30" BELOW GRADE PER LENGTH INDICATED ON SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICATION. �'- PLAN. CONDUIT SHALL STOP 10 FEET SHORT OF © 1-A 10' - - - 4 TV-2-T SP-1-T A 1 t 1 1 22 2 I EXISTING GTE MANHOLE. CONNECTION TO MANHOLE 1 t t 55 INSTALL IISNS ON HORIZONTAL MAST ARM 8' ABOVE THE SIGNAL MAST ARM Z ! WILL BE DONE BY GTE. COORDINATE WORK WITH GTE. H 0 19-4-80 30' 25' 12' 250W 4 MAS, SV-1-T SP-1-T 4TH ST CONDUCTOR CABLE B 1 MOUNTING. SEE DETAIL "A" AND SPECIAL PROVISIONS. THE MANUFACTURER Q II 1 CONDUCTORS BY GTE. AT LEAST 2 WEEKS ADVANCE 4900E (PEDESTRIAN C 1 1 1 t 1 t SHALL PROVIDE CERTIFICATION TO THE CITY THAT THE POLE IS DESIGNED TO (j ( I I ► 1 NOTICE SHALL BE GIVEN TO GTE BY CONTACTING I 22 35' - 15' 25OW 6 SV- P-1-T INDICATION) p 1 1 1 1 1 ACCOMMODATE THE ADDITIONAL MAST ARM AND THE MAST ARM AND MOUNTINGS MR. JERRY FAUBEL AT 909 469-6347. 0 S CAN ACCOMMODATE THE IISNS. ( i I I ( ) 3 E 1 1 1 I I ; ALL NEW EQUIPMENT CONDUCTOR 1 1 t t 6 REMOVE AND SALVAGE EXISTING CITY-OWNED ELECTROLIER. Z ! I 17 INSTALL 5'x5'x4" P.C.C. PAD AROUND SIGNAL POLE F 1 1 1 1 � i ! I � ; I (o) ARROWS SHALL POINT NORTHERLY CABLE MODIFY CIRCUIT TO MAINTAIN OPERATION OF REMAINING I ! I , ! AND ADJOIN EXISTING BACK OF SIDEWALK. MODIFY (PED PUSH G 1 1 1 1 t t LIGHTING ON CIRCUIT. Q I I ; I IRRIGATION AND LANDSCAPING AS NECESSARY TO (b) ARROWS SHALL POINT SOUTHERLY 1 1 U) I III I ; ACCOMMODATE POLE AND PAD. BUTTON) H 1 - 1 7a INSTALL SIGN ON SIGNAL POLE OR MAST ARM AS INDICATED. 1 ! TOTAL 1 , 2 2 3 3 4 4 4 4 4 4 3 T_ 2 t 1 a IISNS LEGEND SHALL BE PER DETAIL "B". I I I ; a 02 3 3 3 2"C, 1-DLC Q I I r » 9� INSTALL 2" CONDUIT WITH 12PR#19 S.I.C. TO CONTROLLER _ I I „ " 14 4 3" DETECTOR 03 2 2 2 2 2 CABINET ON NW CORNER AT 4TH STREET AND BARRINGTON I I o I i 1614" _ 8 UC-6 LC " 4" 04 3 AVENUE (APPROXIMATELY 2640 ). PULLBOXES SHALL BE '� i -I a Q i I I hj_10400 INSTALLED AT MAXIMUM 200 SPACING. SEE INTERCONNECT 3 I < II ! LEAD-IN 06 2 2 2 DETAIL ON THIS SHEET. III I ! 07 2 Fol INSTALL 3" CONDUIT WITH 12PR 19 S.I.C. CONDUIT SHALL 1 �! I. a I I I n-B" 08 3 3 3 3 3 BE INSTALLED IN A 6" STEEL CASING AT A MINIMUM OF 42" J `I I > DETAIL CABLE BELOW RAILS. THIS INSTALLATION SHALL BE DRY-BORED I oc I I I I FUTURE 35' RADIUS I.I.S.N.J. LEGEND DETAIL UNDER TRACKS. �6 FUTURE 35 RADIUS I CURB RETURN f I TOTAL 5 5 7 7 12 3 3 3 El 34 (FOR IISNS ON POLES OA AND © ONLY)COVER TENON WITH METAL CAP. CURB RETURN i I : . `4 12 I.I.S.N.S. 2 2 2 2 2 2 I ' I C I I I I _ I I i � 12 COORDINATE ELECT�OLIER REMOVAL WITH SCE. O 6 6 _� �__ �7 _J I 0 17 #10 LIGHTING 2 2 2 2 2 2 2 -t- ---- --- EVP CABLE 1 1 2 2 1 1 1 t 3 g 18" RCP 1 I T I` C14, 1 EX �P#4123361 E 4TH STREET » » » � _ I \ D I I CONDUIT SIZE 3" 3" 3" 2-3' 4" 4" 3 3 3 OA - 0 2"C, '5-DLC 2"C, 2-DLC 2"C, 1-DLC EX PP#4123360E - - EX 100W ST LIGHT - - ALL NEW CONDUIT, CONDUCTORS, AND CABLES - - - - -� C - » 6 -12" WATER- GAS ATER- 6 GAS tAS - -- - - - - - -- - -- - GENERAL NOTES - ^ ' - - - __ _ _ _ _ _ _ _ _ _ __ _�_ -_ z� - EX PP#4123362E - - - � - J � - -- - - -� `- -- _ - - - - - - - - - - - - -- _ �� 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� _ - - -- - - - - -- - - - - - _- - - - - - � � - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - * 207 T` t 1 . ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS -= - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- -- - - - - -- - - - - - -- - _. - - - _ _ _ 08P - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - STANDARD PLANS AND SECTION 86 OF THE CALTRANS E STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND ELEC ��3 =-_ _WATER Q 12 CITY OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS -- PREPAREDSPECIFICALLY FOR THIS WORK. ---------------------------------- -------------------------- --- ---------------------------------- --------------------- 8 5 ,i Q ' - -- - - - - - - - - - - - - ----------------r= ---- ------------------------------------------------ - ------- iv 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT � SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL _ 11 18" SEWER - - -� - - - - _ - _ - - _ 18" SEWER - - BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING _ 18 SEWER __ _ _ _ fi - - - - - - - -- - - - I - - - - - FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM __ _- ��, � ,�' ____ ---- - --- ----- ----- -- -- ----- ----- HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ----- ----- ----- ----- -- ARE SHOWN ON THESE PLANS. I 8 24 285' TO X-WALK ,�6 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING ,n TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH -------- ------------ -- - - - 1I 3�c 08 - - - -- -- --- ------ --- ----- ---- ---- - - - - --- - --- - ----------------- -- ---------------------------------------------------------- ---- ------------ - - --- -------------------------- -- --- ---- -- ---- - -- ---- 3 I DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED ----- -- - ----- - ---------- - - -- ----- -- ------- ----- - - ----- 55------------- 11--x~ -1 03 I I -_ CITY OF RANCHO CUCAMON6A OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. TYP. _ _ __ —_ RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL — — CITY OF ONTARIO BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 „ 07 v ---------------------------------------------------- ----- ----------------------------------------- OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS ------ ------------------------ ---- ----------- w 4&07 3 _- ___ _-____ ___ _____________ --- -- -- - - -- - - - -- - --- --- - - - --- - - - - -- - -- -- - --------- - ------ -- - - - - -- ------ - -- - - - -- - --------- ----- - - -AND THE SPECIAL PROVISIONS. 285' TO X-WALK - � �( "' 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND 12 "' ' '14 WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE �I I NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED -- _ --- ----- -- - - -- ---- 42" RCP ----- ---------------- ---- TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR -----_----- ---- ----- --------------- ------ ---T----------- - -- ��- _ --------- -----_---------------------- ---- -------_----_----_----_-----_-----_-----_----_----_-----_-----`-----_--- PUBLIC WORKS CONSTRUCTION. 1Z _ _ -- — -- RCP - - T- 0 -- -------- - 42 RCP ------ ------------- ----- - -- -- ----- ----- ----- --------------------------------------- ---- ------------------------------------------------------------------------------------------------------ ----------------- --- ----------------------------------- -- -------- - ------ - 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO ''' 2"C, 4#10, 4#12 CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN - 2"C, 2#10, 2#12 I I 11 AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL ( 5 >, EX 250W ST LIGHT 6 2 5 NOTIFY UNDERGROUND SERVICE ALERT (1 -800-227-2600, _ 2"C, 2-DLC _ _ - - - -- - - - - - - - - - - - 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION OI 03 _ - -- - - - - , - - - -- - -- - - - -- - -.- - - - - -- .--- -- - - -- - - -- - - ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. - -- - - - - - _ -- - --- - - -- - - - --- - - -- - �' - - - 04 -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- `- - - - - - - - -I /l - - - - - - - - - - - - - - - - - - -- - - - -- - - - 12" WATER 06 O 6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE -- _ � Y- _ _ _ _ = r 6- 06 06 - - - - - - - - - - - - - - ---�-- - - - - - - - - -� TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR - RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO 10 2"C, 1 -DLC 203' 16 5 8 I TAPERED 9 9 SECTION 5 OF THE STANDARD SPECIFICATIONS FOR EX GTE MH#1206C 14 13 16 50' Q PUBLIC WORKS CONSTRUCTION. _ _ _ _ _ _ _ _ _ _ 6 TUBE I I 7. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS _ 6 _ " 1-�- _ •6 9 COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, X CE HANDHOLE EX STREET LIGHTING 2"C 3#8 T - _ / - - 4 + I-1_ THE CONTRACTOR SHALL IMMEDIATELY NOTIFY Z I E S SERVICE CABINET 1 \ O I 9 REMOVABLE 2 COUPLING THE STATE DIVISION OF INDUSTRIAL SAFETY. EX IRRIGATION 15 ! , 'i 02 G / STEEL CAP BOTTOM - FOR 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND Q I SERVICE CABINET 9 f 9 CCC�) I ,ZZ O / ( 3„ 10, SIGN WIRING A BUSINESS LICENSE FROM THE CITIES OF ONTARIO AND I 6 I I --� �-- 1 2' 4' MOUNTING RANCHO CUCAMONGA. I PLATE I I W I i TAB FOR 12" 12.' 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL Q I Q + PERMIT FROM THE CITY OF ONTARIO AND A NO-FEE LANE OR i 1 i I I I 2"C, 1 -DLC 9„ SIGNAL - - SMALL SIGN-N,-, - ROAD CLOSURE PERMIT FROM THE CITY OF RANCHO CUCAMONGA W N �, I 16 DIA. HOLE POLE A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME OF ___ _ _ _ r________-� ! I•- I; I ' 1 L.B. CONDULET CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE F r 4TH STREET I 2 CONTRACTOR IS REFERRED TO SECTION 7- 10.3 OF THE ' i �; � I ARM W NIPPLE I CRY1OF RANCHO CUCAMONSA tl M rk s� / 2 ill STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. -_-_ L—_-_ ___-_-_-_ ; I , SECTION B-B CRY OF ONTARIO ;; I ! NOTES: 04th 10. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE I I I I I I 1 I 1 . MATERIAL: STEEL OF 40,000 PSI 12500 PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF I _ THE SOUTHERN CALIFORNIA EDISON COMPANY. L _J _._ L____ MIN. YIELD AFTER FABRICATION. W " f I 2. GALVANIZED FINISH. NOTE: �1 6" 11 . OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND w I 2 C MT ( J I. I I TI Z ; II DETECTOR LOCATIONS PRIOR TO FINAL PLACEMENT. Z w FOR INTERNALLY ILLUMINATED STREET NAME W 9 10 9 Q (1300 ) I J 11 Q I f II ' I SIGNAL POLE SIGN, MOUNTING HARDWARE, AND ELECTRICAL 12. ALL PULL BOXES ADJACENT TO MASTARM POLES, OR WITH > I > I I I I DETAILS SEE STATE STANDARD PLAN N0. ES-33 FOUR OR MORE CONDUITS ENTERING SHALL BE #6 W i O I W I ! I ;j I i I A AND THE SPECIAL PROVISIONS. ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. J I I ! x I OT CAP SCREWS, 13. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLY I SEE PLAN ON Z SEE PLAN ON I Z I I 32' 2' I I ( DETAIL "A" ADJACENT DETECTOR LOOPS SHALL BE WOUND IN OPPOSITE Z THIS SHEET SHEET 2 OF 2 133' 0 3' 3/4"0 HOLE CL ARM __ _ ROTATION. ROTATION REVERSAL MAY BE ACCOMPLISHED I I I ®- IN POLE PLATE HORIZONTAL MAST ARM AT THE PULL BOX BY REVERSING THE LEADS. 14. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL INTERCONNECT DETAIL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO IN AR HOLE NTS - _ IN ARM PLATE -- = �-- _ Underground Service Alert MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, e c+<0RE y OR CITY WELL SITE NO. 9, ON THE WEST SIDE OF COLUMBIA " 10 ! - 1 "0 HOLE IN POLE y0�o Call: TOLL FREE AVENUE NORTH OF DEODAR STREET. i NOTCH OR i� . .� N I I' 23' I a I DRILL FOR A 15. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12 INCH. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM ( 11' UTILITY I DRAINAGE NO 002 I 1-800 16. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING EASEMENT I I SHALL OBTAIN FROM THE CITY A SET OF SPECIAL CONTRACTOR CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE.. REQUIRED PLAN REVISIONS I �,� F=r6 aO�pl; 227-2600 I III i i SECTION "A-A" t�Ivl� �Q 0 10 20 40 PREPARED SPECIFICALLY FOR THIS WORK. SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. I qj -��� Wn II I I 11 UTILITY MOUNTING PLATE DETAIL of CkO TWO WORKING DAYS BEFORE YOU DIG71 17. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE BURLINGTON EASEMENT NORTHERN SANTA FE RAILROAD FOR THE CONDUIT UNDERCROSSING. I SEE NOTE [5 REGARDING MANUFACTURER'S CERTIFICATION. SCALE: 1" = 20' REVISIONS DESIGNED BY _ —_ PAF>; �Il1tS TRA11t�tAORTATiC�IV C'sF3C�tJP INC. SHEET 1 OF 2 MARK DATE BY APPROVED/RCE.No. DATE 11-Y O FqNTARI0 CITY O F RANCHO CUCAMONGA 4701 Von Karman Avenue, Suite 300 Newport Beach, CA 92660 TRAFFIC SIGNAL INSTALLATION PLAN DRAWN BY Phone: (949) 263-9322 Fax: (949) 263-1225 CONTRACT REVIEWED BY �• �- O D REVIEWED BY DATE / DATE DATE 4TH STREET AND WINEVILLE AVENUE ACCOUNT CHECKED BY APPROVED BY 2`2�` APPROVED BY 3 ___ _ 715- 1 T-c+ DATE CITY ENGINEER DATE CITY EN N _R DATE WILL F. JANUS R.C.E. No. DATE DWG. No. / J- �1 -NA,-i� uo • 1 -7 1 - S 5k.&A-+ 0F (o TAPERED CONDUCTOR SCHEDULE TUBE POLE AND EQUIPMENT SCHEDULE AWG SIZE POLE OR RUN NUMBER " OR PHASE A A A A 21 4 +-- P STANDARD MAST ARM LUMINAIRE PPB SIGNAL MOUNTINGS I. I. S. N. S. CABLE TYPE CIRCUIT 2 3 4 5 6 7 8 9 O REMARKS 12 A 1 1 1 COUPLING ` �" E Type Ht. Slg. Lum. H.P.S.V. 0 Arrow Vehicle Ped. Messoge CONDUCTOR REMOVABLE 2 3" CABLE B 1 1 1 STEEL CAP BOTTOM - FOR AO 29A-5-80 35' 50' 15' 250W - - MAS,MAS,SV-2-TD - - Barrington 1000 A (VEHICLE C 1 1 1 1 p' SIGN WIRING OB 19A-4-80 35' 30' 15'(a) 250W 2 --- MAS-4B, SV-2-TA SP-1 -T 4th ST s b INDICATION) p 1 2' 4' MOUNTING 12 500 + 9 E TAB FOR 12"-12" PLATE ,6"DIA. HOLE SIGNAL POLE © 24A-4-80 35' 35' 15' 25OW 2 MAS, SV-1-T SP-1-T BARRINGTON SAVE ., CABLE CONDUCTOR SMALL SIGN LB 1 2 \D 1-A 10' - - - 4 -� TV-1 -T SP-1-T - F 1 1 1 (VEHICLE + - INDICATION) B - A L.B. 10NDULET SECTION "B-B" ARM I OE 22 35' 15' 250W 4 NOTES: TOTAL �111 1 1 1 , 1 ST - W/ 2 NIPPLE 1 . MATERIAL: STEEL OF 40,000 PSI + 0 22 35' - 15' 25OW - - SV-2-TA SP-1-T - CONDUCTOR B 1 1 1 1 , 4th 12500 MIN. YIELD AFTER FABRICATION. --- ALL NEW EQUIPMENT CABLE C 1 1 1 , i 1 2. GALVANIZED FINISH. ♦ ARROWS SHALL POINT SOUTHERLY (PEDESTRIAN p 1 1 1 1 1 1 1 1 1 1 (a) ALIGN LUMINAIRE ARM PERPENDICULAR TO 4TH STREET. SIGNAL POLE INDICATION) E 1 1 1 1 FOR INTERNALE ILLUMINATED STREET NAME 6 (b) SINGLE-SIDED IISNS LEGEND (FACING SOUTH) 3 F 1 1 1 SIGN, MOUNTING HARDWARE, AND ELECTRICAL HS CAP SCREWS, A CONDUCTOR DETAILS SEE STATE STANDARD PLAN NO. ES-33 TOT 4 CABLE AND THE SPECIAL PROVISIONS. O R (PED PUHON) DETAIL "A" 3/4"0 HOLE CL ARM Y ®-- IN POLE PLATE 0 TOTAL 1 1 1 1 1 1 3 3 3 3 2 2 1 1 HQRIZONTAL MAST ARM \ " + T1 T ST 3" 02 3 3 3 3 3 �-3/4"0 HOLE 1614" 8"UC-6"LC71 . �`, " \ G DETECTOR 03 2 2 2 ® IN ARM PLATE = " SIMULTANEOUS �� O`tOO 4 < GA 04 3 3 3 1 0 HOLE IN POLE NOTCH OR 08 3 3 3RILL FOR LEAD-IN DDRAINAGGE A DETAIL "C" DETAIL "B" _ - _. SECTION "A-A" I.I.S.N.S. LEGEND DETAIL ALL 12" LENSES CABLE MOUNTING PLATE DETAIL (FOR IISNS ON POLES AO AND © ONLY) NTS 2"C, 4#10, 4#12 SEE NOTE R4 REGARDING MANUFACTURER'S CERTIFICATION. TOTAL 5 5 5 6 6 6 3 3 EX SCE VAULT #12 I.I.S.N.S. 2 2 2 2 2 2 2 # 5377210 2"C, 2#10, 2#12 2"C, 5-DLC #10 LIGHTING 2 2 2 2 2 2 2 11 2 1 3 e 5 2 12. 4 8 B 5' 9 2"C, 2-DLC 2"C, 1 -DLC 4TH STREET EX 100W ST. LIGHT EVP CABLE 1 2 2 1 1 1 1 1 1 - - - - - - - - - - - - - - - - - - - - - 08 CONDUIT SIZE 3.. - �_- - - - -- 6 - - - - - - - - - - - - - — 6.,GAS - " 3" 3 3 3 _ 1 - -- — -_- - ---_ y t - - - - -- -- - --- - E___=_ - - -- -ALL NEW CONDUIT, CONDUCTORS. AND CABLES - - _ - - -- - — i _ _ _ - - - - - - - --- - 08--- - - -- - - - - - ---" - - - - - - -" - - - - - - -- - - - - - -- -- - - - - - - - - - 10 C14 GENERAL NOTES 2"C, 3#s 4 5 a s 02 R9s 02 3 02 ZJ. - \` 02 ,\ 1 . ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - -- - - ' -- - - - - - -- -- -- -R__ - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - ' 1U R34(36") STANDARD PLANS AND SECTION 86 OF THE CALTRANS - DETAIL "C" 7 ^61 M STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND 6 CITY OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS _ _ _ _ _ _ _ _ _ _ _ - -� ' `� - - M�--H-- - - - - - - - _ _ _ _ _ _ �"1 °p - PREPARED SPECIFICALLY FOR THIS WORK. 08 ----- ----- ----- 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT " 03&08 285' TO SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL 3 C 5 ;n 3 16 BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING I 24 X-WALK FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM - HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES -------------- ---- ------------- ARE SHOWN ON THESE PLANS. 03 CITY OF RANCHO CILICAMONFmA ". 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING - 1 I 55' I CITY OF ONTARIO 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 285' TO LIMIT LINE 2 BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS _____ 04 ------ --_.-- ----- -- -- -- `oo --- -AND THE SPECIAL PROVISIONS. 00 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND T 12 6 2 R34-2(36") 7 I WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE 611 NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED 04 3 TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR I 7 R96 10 PUBLIC WORKS CONSTRUCTION. R96B(L) 4 2"C, 1-DLC _ _ _ _ 04 - - - -- - - - - - - - - - - -- - 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO - - - -- - - - -- - - - - - - - - - - - - - - - - -- - - --- -- - - - -- - - - - - - 03- - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - -- - - -- -- - - ----- - - - - - - -- - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN - - -- - - - - - -- - - — - - - - - - - - _- - 04 AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE - OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR SHALL �- - = - - - - - - -- --- - -" - -- - NOTIFY UNDERGROUND SERVICE ALERT (1 -800-227-2600, - EX. WATER � 04P 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION I- - a ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. C 5 5 OF ` g N / C 6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE C. TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE 2"C, MT - �� 2"C, MT 2"C, MT (PULLBOXES AT 200' O.C. MAX) CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR _ 41 (APPROX 1300 TO PROJECT LIMIT) RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO _ _ g SECTION 5 OF THE STANDARD SPECIFICATIONS FOR 7 -+ - PUBLIC WORKS CONSTRUCTION, O 3"C, MT CONSTRUCTION NOTES (THIS SHEET 7. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS 2 COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, 1 INSTALL ECONOLITE ASC/2S-2120 CONTROLLER IN A TYPE "P" THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 3 CABINET, INCLUDING 2 OPTICOM MODEL 752 PHASE SELECTOR THE STATE DIVISION OF INDUSTRIAL SAFETY. I MODULES AND ALL EQUIPMENT NECESSARY TO PROVIDE THE I OPERATION SHOWN ON THIS PLAN, TOP OF FOUNDATION SHALL El COORDINATE ELECTROLIER REMOVAL WITH SCE. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND _ � BE 18" ABOVE FINISHED GRADE. THIS INTERSECTION SHALL ACT A BUSINESS LICENSE FROM THE CITIES OF ONTARIO AND AS A SLAVE TO THE 4TH STREET/WINEVILLE AVENUE INTERSECTION. RANCHO CUCAMONGA. 10 COVER TENON WITH METAL CAP. 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL W ❑2 INSTALL 120/240V TYPE III-CF SIGNAL AND LIGHTING SERVICE. PERMIT FROM THE CITY OF ONTARIO AND A NO-FEE LANE OR Z USE 100A MAIN BREAKERS, 50A SIGNAL BREAKER, 30A ROAD CLOSURE PERMIT FROM THE CITY OF RANCHO CUCAMONGA LIGHTING BREAKER, AND 15A IISNS BREAKER. SIGNAL AND 11 INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME OF I(--2"C, 1-DLC IISNS CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL ROPE 30" BELOW GRADE TO SCE FEED POINT. COORDINATE CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE W I I BE 120V UNMETERED. INSTALL TYPE V PHOTOELECTRIC CONNECTION WITH SCE. CONDUCTORS BY SCE. AT LEAST 48 CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE > I CONTROL FOR BOTH SAFETY LIGHTING AND IISNS. HOURS ADVANCE NOTICE SHALL BE GIVEN TO SCE BY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. Q `� I 3 INSTALL 3M OPTICOM MODEL 711 OPTICAL DETECTOR ON CONTACTING MR. DAVE JONES AT 909-930-8433. 10. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE w ti El SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICATION. PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OFO U' r I 4] INSTALL IISNS ON HORIZONTAL MAST ARM 8' ABOVE THE THE SOUTHERN CALIFORNIA EDISON COMPANY. d w SIGNAL MAST ARM MOUNTING. SEE DETAIL "A" AND 11 , OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND r~rnn 32' > I 32' SPECIAL PROVISIONS. THE MANUFACTURER SHALL PROVIDE DETECTOR LOCATIONS PRIOR TO FINAL PLACEMENT. V - I CERTIFICATION TO THE CITY THAT THE POLE IS DESIGNED TO 33' 33' ACCOMMODATE THE ADDITIONAL MAST ARM AND THE MAST ARM 12. ALL PULL BOXES ADJACENT TO MASTARM POLES, OR WITH ZCL I / AND MOUNTINGS CAN ACCOMMODATE THE IISNS. FOUR OR MORE CONDUITS ENTERING SHALL BE #6. I c ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. ICr 4,4 ; y, 5� INSTALL 2" CONDUIT WITH 12PR#19 S.I.C. TO CONTROLLER CABINET ON SW CORNER AT 4TH STREET AND WINEVILLE 13. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLYQ AVENUE (APPROXIMATELY 2640'). PULLBOXES SHALL BE ADJACENT DETECTOR LOOPS SHALL BE WOUND IN OPPOSITE I NC i��Q"' INSTALLED AT MAXIMUM 200' SPACING. SEE INTERCONNECT 0 ROTATION TATION. TATI N R R REVERSAL MAY BE ACCOMPLISHED m I E=n(��3o�e/ DETAIL ON SHEET 1 OF 2. � � , AT THE PULL BOX BY REVERSING THE LEADS. \ CIV1 �r 14. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL ( fgtf OF CAUL ' El REMOVE AND SALVAGE EXISTING CITY-OWNED ELECTROLIER, Underground Service Alert MODIFY CIRCUIT TO MAINTAIN OPERATION OF REMAINING LIGHTING DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO ON CIRCUIT. ��of r � MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, ��' o Call: TOLL FREE OR CITY WELL SITE NO. 9, ON THE WEST SIDE OF COLUMBIA INSTALL SIGN ON SIGNAL POLE OR MAST ARM AS INDICATED. AVENUE NORTH OF DEODAR STREET. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM 1-800 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING 15. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12 INCH. I � ►�►� 227_2600 0 10 20 40 CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS F81 IISNS LEGEND SHALL BE PER DETAIL "B". 16. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF SPECIAL PROVISIOINS SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. I O �O PREPARED SPECIFICALLY FOR THIS WORK. I 3 I TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' REVISIONS DESIGNED BY -�/ PARSONS TRANSPORTATION GROUP INC. SHEET 2 OF 2 MARK DATE BY APPROVED/RCE.No. DATE CITY O F O TAR I O CITY OF RANCHO CUCAMONGA 4701 Von Karman Avenue, Suite 300 Newport Beach, CA 92660 DRAWN BY TRAFFIC SIGNAL INSTALLATION PLAN REVIEWED BY �,?3-0� REVIEWED BY Phone: (949)263-9322 Fax: (949) 263-1225 CONTRACT DATE DATE4TH- DATE N ARRINGTON AVENUE ACCOUNT � CHECKED BY APPROVED BY Z _00 APPROVED BY _4400Z 2bo%Dcc_ 414 DATE ��2.3�00 CITY ENGINEER DATE CITY EN EER DATE WI AM F. JANU R.C.E. No. DATE DWG. No. L L 10W6• Mo . 17Al- S Skczt SoF �o GEIVEFRAI_ NOTES W . 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. W 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROTECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR I RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 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. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION Q 6409 -1.(B) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL Ct�NSTF��„lCTION (VOTES IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. I 6. 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 1O--SAWCUT EXIST. CURB FACE TO MATCH RAMP CONSTRUCTION REMOVE AND REPLACE EXISTING SPANDREL AT THE DIRECTION ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY Z OF THE CITY INSPECTOR. UNDERGROUND UTILITIES. j 2 CONST HANDICAP RAMP PER CITY OF ONTARIO STD. 102 7. THE CONTRACTOR SHALL OBTAIN ANO-FEE TRAFFIC CONTROL PERMIT 48 HOURS EXIST. CURk RETURN CONST HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 (SINGLE RAMP) PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE & HANDICAP RAMP .0 CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD } SPECIFICATIONS. 3 8. 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 SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. ALL REGULATORY, WARNING, AND GUIDE SIGNS SHALL BE DIAMOND VIP GRADE. 1 k '> 9. PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY ENGINEER. r c 10. SEWER AND DRAINAGE MANHOLES, AND WATER VALVES SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR 11. A.C. PAVEMENT THICKNESS SHALL BE DETERMINED BY A SOILS TEST PRIOR TO CITY LIMIT PAVING. IF NO SOILS TEST IS PERFORMED THE THICKNESS OF THE A.C. x CITY OF RANCHO CUCAMONGA PAVEMENT SHALL BE 8" MINIMUM. 12. THE STRUCTURAL SECTIONS SHOWN ON THE PLAN ARE ASSUMED FOR ESTIMATES ONLY. CITY OF ONTARIO AT THE COMPLETION OF ROUGH GRADING, A SOILS REPORT INCLUDING R-VALUES SHALL BE PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE SOILS REPORT INCLUDING THE RECOMMENDED STRUCTURAL SECTIONS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S REVIEW AND APPROVAL PRIOR TO THE START OF ANY PROPOSED PAVEMENT _.. ........ r `„ - CONSTRUCTION. x: 13. ALL SIDEWALK OBSTRUCTION SHALL HAVE SIDEWALK CONSTRUCTED PER CITY OF ONTARIO STANDARD DRAWING NO. 109E. 14. IT IS THE DEVELOPERS RESPONSIBILITY TO INSURE ALL CURBS AND GUTTERS HAVE BEEN CONSTRUCTED TO PLAN GRADES IN AREAS BELOW 0.50%. FIELD VERIFICATION FOR THOSE AREAS IS REQUIRED. THE CITY OF ONTARIO WILL REQUIRE THE REMOVAL AND RECONSTRUCTION OF CURBS AND GUTTERS WHICH ARE NOT SATISFACTORY. F 15. THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE, AND SECTIONS 732.5, 1492-5, 1810-5 OF THE STREETS AND HIGHWAY CODE REQUIRE THAT ` SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED. 2 2 "IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE CONSTRUCTION WORK TO RETAIN A QUALIFIED REGISTERED CIVIL ENGINEER AND/OR LICENSED LAND SURVEYOR , PRIOR TO THE START OF CONSTRUCTION TO LOCATE, REFERENCE AND FILE THE NECESSARY CORNER _ RECORDS WITH THE COUNTY SURVEYOR'S OFFICE FOR SURVEYOR CONTROL POINTS\MONUMENTS THAT EXIST AS SHOWN ON RECORDED TRACT MAPS, PARCEL MAPS, RECORDS OF SURVEYS AND HIGHWAY .56.5 MAPS, AND MAY BE DISTURBED OR DAMAGED BY THE PROPOSED CONSTRUCTION." ' i AFTER THE COMPLETION OF THE PROPOSED CONSTRUCTION, SAID MONUMENTS AND\OR CONTROL SURVEY POINTS SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT PROFESSIONAL LAND SURVEYING PRACTICES. CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ALL THE NEW MONUMENTS SET. 16. THE CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE CITY OF RANCHO CUCAMONGA AND COMPLY WITH ALL PERMIT ISSUANCE REQUIREMENTS. QaOf E SS/Oti 0 4� q� Underground Service Alert 0Ef ORE YO co y k", ���' ��o Call: TOLL FREE NO. 45926 z i��"' L9 1-800 w EXP. 12-31-02 rn 227-2600 0 10 20 40 9)► CIVIL TWO WORKING DAYS BEFORE YOU DIG OF C CA0f SCALE: 1" = 20' REVISIONS DESIGNED BY � e,� o*err, _� iks>e•odi► es, wrc. 3 3 MARK DATE BY APPROVEDIRCE.No. DATE CITY OF ONTARIO CITY OF RANCHO CUCAMONGA � . � • _ ..• .w �► SHEET OF HANDICAP RAMP` 151 FCALMU. ;IVE BLDC3. M, SV17E z RAMP CONSTRUCTION CONTRACT DRAWN BY q COs .+ME SA, CALIF. 92626 REVIEWED BY REVIEWED BY lJ _ 3_Z-DG _y- - aoo 244-3432 PAX • 4TH STREET AND WINEVILLE AVENUE ACCOUNT DATE DATE DATE CHECKED BY APPROVED BY __ __ -3" ��O APPROVED JJAIJA '� _ 45926 n /� DATE 4",e CITY ENGINEER DATE CITY EN I ER DATE, STE N D. LEVISEE R.C.E. No. DATE DWG. No. L�S SILL- Du • N 1� a1- S 5kct� boy b