Loading...
HomeMy WebLinkAbout1998-S HAVEN AVE. 113' 1 I'l 10'j 12'1 0' 13" 12'� 12�� II I I I I I I II 110' 200' LEFT TURN POCKET II I I I I I I II 200' RIGHT TURN POCKET 55: 1 TRANSITION - 2' OFFSET I� I I I I I_ I 9 R18-1 CL; I I Ips I 4 d I I I �'I P 6 1 1 Uj —L—L l —1-- — — —J-3 ------- ----- ��� — — 3 O -- --------- - - - _- -------- 04 N- ---- - -- --- ----- - - -- ------------- N--- ------- N ---- I � m /� EXTEND 6" WHITE `� _ �_�__— � 0--------------- ---- ------------------------------------------ --- ------------------------------------------------- ------------------ --------- ---------- - ------ ___ 4th STREET `" ___ 2 _ ____ ' 10� 10' T rn -- ---- --- --- --- --- -- --- --- --- --- --- -- --- --- -- ;p CO - - - W CITY OF RANCHO CUCAMONGA � 1 M � � s � ! 2 + � '� —' -_---_----- --------- -__----- -__ -----z--------_- ----- --- ---- ---------------=_- --------------_ ----- __-----'- ----- _ -- -_ - - - - - -_ - -_-✓ - G =====i------ �----- ---- -_ - ---ja- ---:zz-----1::------__�-- -- -----_-----------v--- --� - RIO(RT)/R71 (� --___----------------------- - -- - _ _ o ~ CITY OF ONTARIO : T -- TYP - -- _ - - -- 5 - _ _ � — w 00 21 `` Z 4 21 °' a, 3 5 , ll 17 J La,J - - - — — � 7 j W M 04 _ EXIST. W41 120' TAPER 4 — - -i-�- T-- ^ 5 / o — Q 495' TRANSITION 7 100' I I ��` 55: 1 - 9' OFFSET II NI 1 I > 3 GENERAL NOTES II MI I I �/ %� i� II I 11 y I I ?o �� 130 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTIONS 56, 82, 84 ' ' N) 1 I AND 85 OF THE CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND CITY OF ONTARIO II 1 I I SPECIAL PROVISIONS FOR SIGNING AND STRIPING EXCEPT AS INDICATED HEREON. CONSTRUCTION NOTES 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND 1 REMOVE CONFLICTING STRIPING. AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR Y I I I I' INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 2 INSTALL THERMOPLASTIC 4" DOUBLE YELLOW. CALTRANS DETAIL 29. II j j N I I I 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION 3 INSTALL THERMOPLASTIC 8" WHITE CALTRANS DETAIL 38. (UNLESS SPECIFIED OTHERWISE) 2 UI IIIL CITY ENGINLER. UIILITIL�3 ANL IU 13L RLLOCAILU UY IlUk I<L51'LCIIVE UWNERS. THL CUNIRACIUR 4 INSTALL THERMOPLASTIC 4" WHITE LANELINE. CALTRANS DETAIL 12. IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5 INSTALL THERMOPLASTIC 12" WHITE CROSSWALK OR LIMIT UNE AS SHOWN. 4. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT 6 INSTALL THERMOPLASTIC TYPE IV ARROW NARKING MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF 7 INSTALL THERMOPLASTIC TYPE V ARROW MARKING 7" WHICH HAS BEEN REDUCED. 8 INSTALL THERMOPLASTIC TYPE VI ARROW MARKING (UNLESS SPECIFIED OTHERWISE) 9C 1 1 I3 / 5. ALL SIGNS NOT RELOCATED SHALL BE INSTALLED NEW AND SHALL BE 3M, DIAMOND VIP GRADE OR EQUIVALENT 9 INSTALL SIGN AS SHOWN OR ON ST. LIGHT. SEE GENERAL NOTE 6. 3 WITH SERIES 1160 PREMIUM PROTECTIVE OVERLAY FILM. 1 INSTALL ISLAND NOSE TREATMENT PER DETAIL "A". 9C 6. SIGNS NOT MOUNTED ON STREET LIGHTS SHALL BE MOUNTED USING TELESPAR 20F12-2, 12 GUAGE POST(S), 11 INSTALL THERMOPLASTIC 8" WHITE. CALTRANS DETAIL 37B. TELESPAR 25K-12-S-2.4 ANCHORS AND TELESPAR TL-220 DRIVE NUTS. PAINT 4" DOUBLE YELLOW. CALTRANS DETAIL 22 . 2 7. ALL SIGNS SHALL BE BLOCKED, OR BLOCKED AND BRACED IN ACCORDANCE WITH NOTE #2 ON CALTRANS STANDARD INSTALL THERMOPLASTIC 6" WHITE BIKE LANE. CALTRANS DETAIL 39. PLAN RS2. BLOCKS SHALL HAVE A 3/8" HOLE IN THE CENTER SO THAT THEY ARE HELD IN PLACE BETWEEN THE PAINT 8" WHITE CHANNELIZING LINE. CALTRANS, DETAIL 38. QQ PAINT MEDIAN NOSE WITH HIGHLY SIGN AND THE POST BT THE CENTER MOUNTING BOLT. 1 PAINT TYPE IV ARROW MARKING REFLECTIVE YELLOW TRAFFIC PAINT. 8. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409.18 OF THE CALIFORNIA LABOR CODE, 16 PAINT PAVEMENT MARKING AS SHOWN (2) INSTALL TYPE K MARKER OR THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 1 PAINT 12" WHITE CHEVRONS. (UNLESS SPECIFIED OTHERWISE) R7 SIGN AS SHOWN ON PLAN 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO. 1® PAINT 4" WHITE RIGHT EDGE UNE. CALTRANS DETAIL 27B• QQ INSTALL R10(RT) SIGN. 10. TOF HE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO THE TIME 19 PAINT 8" WHITE LANE DROP UNE. CALTRANS DETAIL 37B.CONSTRUCTION WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 of ® INSTALL THERMOPLASTIC TWO WAY LEFT TURN LANE. CALTRANS DETAIL 32. DETAIL "As THE STANDARD SPECIFICATIONS FOR PUBUCWORKS T 11. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN. MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE NO. 9, ON THE WEST SIDE OF ® INSTALL LEFT EDGELINE. CALTRANS DETAIL 26. SCALE: 1" = 40' COLUMBIA AVENUE NORTH OF DEODAR STREET. ® INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA STD. 133 ® INSTALL THERMOPLASTIC 6" WHITE BIKE LANE AT INTERSECTION. CALTRANS DETAIL 39A. ® INSTALL THERMOPLASTIC 4" WHITE LANE LINE RS R1 AT SIGNAL TURN-ON UTICA STREET EXIST. W41/R26S Q9 R81 22' 200' RIGHT TURN 255' LANE DROP UNE 8 8 EXIST. R26S EXIST. R26S EXIST. G27/G34/R26S S G93 I II 3 POCKET 9 R18-1 REPAINT 9 W74(LT) 1 1 ® SNS [� �- 25100' 204 L.F. c:) EXIST. R35 204 L.F. _ _ _ _ "SIGNAL AHEAD" EXIST. R26S 8 _ _ _ _ _ _ �� — _ 11 0 F- 1 — 200' ----- --- - -- -----------------��� ----- --------- -- -- ------------------------------ ---- ---- ----------------- - -- 5 O --- — — 3 — —19 — — — — — — — — 4th �TREE1� --- 4 - - --- --- 2, "BIKE LANE" ---- , R7 --- - - --- N M s 3 = 4 _ _ CITY OF RANCHO CUCAMONGA N _ — - - - - - _ 6 - - - - - - - - 6— `n o LLJ Q 440 41 i ' 42 - - — 43 —,44 - - - - - - - - 145 — - - - - - 146 - - - - - - �� — - - - - - - - - - - - - - - 50 51 6 Z — — — — _ _ — 17 THERMO - - - - - - - - - - - .n � � W p N - - - - - � -= - - - - - - - - - � 1 TAP R N CITY OF ONTARIO - - — - - - - - - - , � � °' 2 � N - - - - - - - - - - '— 120' TAPER 25' W Z 6 Z W J 3 iv 4 8 PAINT Do4 r' —� 17 THERMO 3 —� ] `y J W 00 W W _ � -�—�8 PAINT N —� 4 10' 10 TYPE K N 2 V) U N 5 150 150 _ U p �- q 8 PAIN BUS STOP ] 100' ` 0/2 (TYP) 4 130' 9 SIGN 9 R26(S) 9 R26(S) 9 R26(S) 9 R26(S) 9 R26(S) 20' 20' ur: 9 W7 4(L) (FUTURE STREET) 'I =, REVISIONS N DATE ED BY JDM PREPARED UNDER THE SUPERVISION OF MARK DATE BYPROVED RCEOF 9 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO , �''p` "°"'� , STRIPING AND SIGNING PLAN SHEET DRAWN BY JDM C0487 4 t ,L R sc �"` R`E ""` TE FOURTH STREET CONTRACT DATE 1/04 RECOMMENDED BY Z_[ r0_Q- RECOMMENDED BY oay. -so-a REVIEWED BY RSB ENGINEER DATE ASSISTANT CITY ENGINEER DATE WILLDAN Foot2llRa�CColtorniov92610e 270 FROM 770' WEST OF HAVEN AVE. TO 100' EAST OF UTICA ST. ACCOUNT 5 DATE 1/04 ACCEPTED BY CITY ENGINEER DATE ACCEPTED BY For CAV Troffic Division 949/470-8840 fox 949/770-9041 DWG. N !CITY ENGINEER DATE A �6 _15 CLEVELAND AVE. RS R1 AT (PRIVATE DRIVEWAY) SIGNAL TURN—ON 33' 33' UTICA ST. IT r� 1 STOP. BU G7 90 R81 IGN 204 L.F. 13 EXIST. R26S SNS S I 204 L.F. 00 EXIST. R26S EXIST. R26S EXIST. R26S EXIST. R26S 13 250' TO BCR 9 G7 1 T ®G>i3 T 4 EXIST. R26S I I 4646 CD 0 + -- - --- ----- - - ---- - - ---- ----- ----- ----- ---- ------ ---- ---- ------ -- - ------ ----- -7- -Z -- ---- -- - -- 5 — -------- + F-- ( 5 L� o �, �--- ,� -�- -�- ---�-- --- � � _ 4th �TREET__� � "r �- � �_ 4 -- --- -- � 1s "BIKE LANE" --- � -- --- — -��' � � W Z r� N 9 R1o(RT) N CITY OF RANCHO:CUCAINONGA 5 � ,� 6 N 1N co— — - - - - - - - TYPE K 17 • LaJ Q i — 53 _ _ _ 54 _ 55 56 _ 57 _ _ 59 _ 60 _ — THERMO 6a Q W �--- � 61 v 62 N 0 _ - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - -N - - - - - - - - - CITY OF ONTARIO - - - - - - - - - - - - - — 120' TAPER W 25' _ — = w N W "' PO R10(RT)/K 10 r' Z M Z iti 40 N 4 N 3 —� 7 6 N J W Go V) 3 W C142 2 N N ' tTHERMO 10' "' U1 4 U _____ -------- `_ Q Q o o ❑ N o o ❑ ❑ (\� 'q /I — — — �\ O too' � 7 A/2(TYP) 9 R26(S) 9 R26(S) 9 R26(S) 9 R26(S) 9 R26(S) 9 R26(S) 32' 329 BUS STOP SIGN (FUTURE STREET) CONSTRUCTION NOTES 01 REMOVE CONFLICTING STRIPING. 03 INSTALL THERMOPLASTIC 8" WHITE, CALTRANS DETAIL 38. (UNLESS SPECIFIED OTHERWISE) 2 ® INSTALL THERMOPLASTIC 4" WHITE LANEUNE. CALTRANS DETAIL 12. �5 INSTALL THERMOPLASTIC 12" WHITE CROSSWALK OR LIMIT LINE AS SHOWN. — ® INSTALL THERMOPLASTIC TYPE IV ARROW MARKING 3 07 INSTALL THERMOPLASTIC TYPE V ARROW MARKING > > 0C 09 INSTALL SIGN AS SHOWN OR ON ST. LIGHT. SEE GENERAL NOTE 6. 3 1® INSTALL ISLAND NOSE TREATMENT PER DETAIL "A". 8C 0 INSTALL THERMOPLASTIC 6" WHITE BIKE LANE. CALTRANS DETAIL 39. 16 PAINT PAVEMENT MARKING AS SHOWN 2 1© PAINT 12" WHITE CHEVRONS. (UNLESS SPECIFIED OTHERWISE) ® INSTALL LEFT EDGEUNE. CALTRANS DETAIL 26. QQ PAINT MEDIAN NOSE WITH HIGHLY ® REFLECTIVE YELLOW TRAFFIC PAINT. INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA STD. 133 Qz INSTALL TYPE K MARKER OR ® INSTALL THERMOPLASTIC 6" WHITE BIKE LANE AT INTERSECTION. CALTRANS DETAIL 39A. R7 SIGN AS SHOWN ON PLAN ® INSTALL THERMOPLASTIC 4" WHITE LANE UNE QQ INSTALL R 1 O(RT) SIGN. DETAIL 'A' EXIST. R26S ON CONC, STREET LIGHT EXIST. R26S ON �]9 R81 204 L.F. 13 CONC. STREET LIGHT EXIST. R26S EXIST. R26S S G9326S EXIST. R26S O _ _ 4 13 p - - - - - 0 O O - C-4 40� L - _ - ._i O _ + -- _ - __- __ __--__ ________ - O M � �-- 3 ------------ ------ ---�-- ---- ---------------------� --� --------------------------------------4th_�TREET_ - - - ---- --- --- - - 4 --------- -----�=- � - - ---- --- --- - - -- -- - -- o • N 25 R10(RT) 9 CITY OF RANCHO CUCAA�IONGA t _ — — Z � 165 i61? - - - - 67 - - - - - - - - 68 — - - - — - -69 - - - - - - - - -70 - - - - - - - - 71 - - _ - - - 72 - - - - - - - - �3- -= — - - �_- - - - - - - Q O N04 74 0 25' 6 ~ LAJ mQ Lv = �— - - — 20' TAPER - - - - - - - - - - - - - - - CITY OF ONTARIO - - - - -- - - - - - - - - - - - - - - - - - 20' TAPER W (TYP) N = ;•, LJ Z N 3 Z LILJ `r 6 N 4 --� LTJ LaJ U N _ N H- NICY U M - - - - - - - - - - - - - - - — 100' 4 7 TO 2ND SET OF ARROWS g g g 9 9 9 R 2 6 S) R 2 6 S) R26 S) R 2 6 S) R26(S) R2 S) a J, iv iJ 3 O .v v, K u) w SCALE: 1" =40' REVISIONS DESIGNED BY JDM cu PREPARED UNDER THE SUPEWS" OF OF MARK DATE BY PROVED RCE N DATE 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO � '�°` STRIPING AND SIGNING PLAN SHEET D • DRAWN BY JDM C0N74 ' � .`.E. 4977. —WrTE FOURTH STREET CONTRACT DATE 1/04 RECOMMENDED B f V&04 RECOMMENDED BY # exr. t�3a—o4 3 REVIEWED BY Rss L ENGINEE DATE ASSISTANT CITY ENGINEER DATE DAN Foothill Ranch,2 Towne CaliforniaDrive,260° 270 fR01� 100' EAST Of UTICA STREET TO 100' EAST OF VINCENT AVE. ACCOUNT ACCEPTED BY ACCEPTED BY Epi Traffic Division 949/47°-8840 fox 949/770-9041 8 DATE 1104 CITY ENGINEER DATE CITY ENGINEER DATE DWG. N0. EMPIRE COURT ERI AT i 25' " 25'_ II SIGNAL TURN-ON y l EXIST. W53 W I I EMPIRE CT.=j Or C) - ____ — __j t ' ' III • � R81 9 16 BIKE LANE" II N I 1 EXIST. R18-2 EXIST. R18-2 G7 Y 6 3 `BIKE LANE" 16 6 300' TO BCR 9 G7 EXIST. R26S 13 EXIST. R26S EXIST. R26S EXIST. G27/G36 13 13 204 L.F. 1 4 O - — — — — — c� I> 10, p 00 0 r z 5 100 + �-- o ---- -_--- 10 K -- — ----- 13 ----- ------ ---______---- _ -- _—=--4trL_ �STR 2-- ------ -- -- --------- --- ------__------ --- ---- —� _ ---_ ------------- — ----- r L� _ _ 4 _ W Z 6 2 N 6 25' CITY OF RANCHO CUCAkiONGA 9 w41 N25' 0077 cn 7 (TYP)W7 _ + _ '82 83 84 ,8 — — —86 0 toy VO - - 6 - - - - - - - — — � � 120' TAPER � NO s�T��� ��0120' TAPER LLJ w �_ ---� 2 TYP) N W m w Z N 3 17 THERMO 22 4 0 00 21 3 w w J -� 7 10 w R1O(RT)/K ^ N = U N 17 THERMO 10 N 6 U LAZI C3 2f j e1 — — — — 100' TO 6 /2 (NP ) 4 \ IST OF ARROWS I I 1 0' 0' 9 R26(S) 9 R26(S) 9 R26(S) 9 M246(S) 9 R26(S) I R18-2 9 (FUTURE STREET) CONSTRUCTION NOTES 1 REMOVE CONFLICTING STRIPING. 2 INSTALL THERMOPLASTIC 4" DOUBLE YELLOW. CALTRANS DETAIL 29. 3 INSTALL THERMOPLASTIC 8" WHITE. CALTRANS DETAIL 38. 4 INSTALL THERMOPLASTIC 4" WHITE LANELINE, CALTRANS DETAIL 12. 5 INSTALL THERMOPLASTIC 12" WHITE CROSSWALK OR LIMIT LINE AS SHOWN. 6 INSTALL THERMOPLASTIC TYPE IV ARROW MARKING T INSTALL THERMOPLASTIC TYPE V ARROW MARKING M I LLI K E N AVE 9 INSTALL SIGN AS SHOWN OR ON ST, LIGHT. SEE GENERAL NOTE 6. I I I I 1 INSTALL ISLAND NOSE TREATMENT PER DETAIL "A n. R81V'B (I 1 1 1 INSTALL THERMOPLASTIC 6" WHITE BIKE LANE. CALTRANS DETAIL 39. , I * I , I , I 1� PAINT PAVEMENT MARKING AS SHOWN EXIST. R26S 24 112 110 101 J 14 i 20 1 PAINT 12" WHITE CHEVRONS. UNLESS SPECIFIED OTHERWISE) EXIST. R2-55 EXIST. BUS STOP SIGNINSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN. 13 ----L--�� INSTALL LEFT EDGELINE. CALTRANS DETAIL 26. 0 ------------�---- ® INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA STD. 1337— = — — = —Z `1 ' 1 �� — — — — — — — — _ ______ ® INSTALL THERMOPLASTIC 6" WHITE BIKE LANE AT INTERSECTION. CALTRANS DETAIL 39A. 0 10 I ® INSTALL THERMOPLASTIC 4" WHITE LANE LINE ~ + ------- --- --- -- ----------- • 1 Ir-----------------�- --- ----------- INSTALL CATTRACKS, CALTRANS DETAIL 40 _ ^ 1 21 4 10 R10(RT)/R7 ' 26 C7 --- -- -- --- + �• 1 ----- --- 00 - - ---- 00 - - N — ' ' ' , , • - -Of — ---- — --- ----------- 2 •- - CITY OF R�4NH —U�AMONt;A ---- _ -_ N 24o POCKET o 89 - r WY -OF ONTO RVOT _ _*� 2 �]0 5 % , , .4. 11 = _= _— L� Q W 6 -� N 6 - --- --- -- _ 3 Li J 4 N --� 7 26 -- 3 W - --- ec (n = 200' POCKET II t f DC ji Ilk. f 2 7 100' - _ __� I i � � n I I i I II I= QQ PAINT MEDIAN NOSE WITH HIGHLY 8 XC I I I I I 1 II REFLECTIVE YELLOW TRAFFIC PAINT. "ONTARIO MILLS" I I ' I I I QQ INSTALL TYPE K MARKER OR 49 SIGN I I I � I 11 R7 SIGN AS SHOWN ON PLAN g R26(S) I I` ® INSTALL RIO(RT) SIGN. I� 1 1 I II 1 1 '111`I 10'11 11' 11 18' j 14�1 9A' EXTEND LANELINES I1 11,` 10 112. 1 1 1 AS NECESSARY IN 19' i KIND 11 ' LJ) co SCALE: 1" = 40' 7 REVISIONS DESIGNED BY ADM STRIPING AND SIGNING PLAN SHEET OF PREPARED UNDER THE SUPERVISION OF 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO MARK DATE BY [APPROVED/RCE RCE N DATE ' DRAWN BY ADM co No. R. on RC.E �1774 FOURTH STREET CONTRACT DATE 1/04 RECOMMENDED BY �S� RECOMMENDED BY � °°� '-'°-°` * WILLDAN Foot 70hiIITRowne Centre Drive,onch Col'tomo 92610Suite 2'° FROM 1475' WEST OF Ir11LLIKEN AVE. TO IiIIILLIKEN AVENUE AccOUNT ENO R DATE ASSISTANT CITY ENGINEER DATE REVIEWED BY RSB �. � 1/04 ACCEPTED BY ACCEPTED BY �ar� Troffic Division 949/4�a-8840 to, 949/no-9041 DWG. No. DATE CITY ENGIIJEER DATE CITY ENGINEER DATE I SEE SHEET 1 FOURTH STREET NI ° 19 1 13 110' 1 'N N 12' 114' 1 12'I I1 I I NN I I I I I I N N L HAVEN AVE . I ---— \� — - - - - - - - L I��>I� >II 9 ' ' 1 ---L --------- I ------ ---- -----__--- -- --- ----- --- --- --- - - - - - - - - - - - - --- =- --- --- --- --- ---------1 I ----- --- II �--- -- --- -- _---- -----------i, II iI ri------------------------- _ — 4 — 100, ---------� II R7/R10(RT)_TOZ I I--------------o 120TAPER 6 NEW ISLAND --------------- — ------ W41 o N ------ c� -_--------- 1 — I I - - - - - - - - - - � W 0 1` b 6 25 b 3 PAINT I I :2 CN ------`----------------� II II ----------- ----- ------ - ------ ----- PAINT —��WPAINT 4 21 3 _ v I I-- ---N---- - - 235'1 � L----- 11 N- I 150' o ---- 6 PAINT rc L — — — �— _ — — -—-------- \Y LJ �' LU+ -------- ------� - - - - - - -- - - - - - - - - - - - - - - - - - - - ZPAINT -{�— � R18-2 7 1 9 R35 '� L�H 0 ° PAINT ANGLE POINT 65, 135' m \ � > (I I I I I 18 EDGE LINE \ I I 18 4 g "ONTARIO MILLS" 80' SIGN 100' W41 150' 150' PAINT MEDIAN NOSE WHITE v I I I II I i I 1 1 I I I I V FROM B.C. TO E.C. \j 11 I I I I I I I I \ I I I I I 1 i ' / 520' DETAIL 37B 1 I I I I I I 11 13' 12' ; 13'1111'1 10'11 12 i 11'116' II I I I I I CONCOURS AVE. 3 9C t CONSTRUCTION NQTES 3 Q1 REMOVE CONFLICTING STRIPING. 8C 03 INSTALL THERMOPLASTIC 8" WHITE. CALTRANS DETAIL 38. (UNLESS SPECIFIED OTHERWISE) 2 04 INSTALL THERMOPLASTIC 4" WHITE LANELINE. CALTRANS DETAIL 12. © INSTALL THERMOPLASTIC TYPE IV ARROW MARKING (UNLESS SPECIFIED OTHERWISE) �i PAINT MEDIAN NOSE WITH HIGHLY 7 INSTALL THERMOPLASTIC TYPE V ARROW MARKING REFLECTIVE YELLOW TRAFFIC PAINT. 9 INSTALL SIGN AS SHOWN OR ON ST. LIGHT. SEE GENERAL NOTE 6. Qz INSTALL TYPE K MARKER OR 1 INSTALL ISLAND NOSE TREATMENT PER DETAIL "A". R7 SIGN AS SHOWN ON PLAN 11 INSTALL THERMOPLASTIC 8" WHITE. CALTRANS DETAIL 378. (UNLESS SPECIFIED OTHERWISE) 3 INSTALL R 1 O(RT) SIGN. 1 PAINT 12" WHITE CHEVRONS. DETAIL 'Aw 1 PAINT 4" WHITE RIGHT EDGE LINE. CALTRANS DETAIL 278. 21 INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN. .V S SCALE: 1" = 40' REVISIONS DESIGNED BY �Mcsa PREPARED UNDER THE SUPERVISION of T R I P I N G AND SIGNING PLAN SHEET OF x MARK DATE BY APPROVED RCE N PATE 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO �� No 0048774 R, n s�n� TE CONTRACT DRAWN BY .nu HAVEN AVENUE DATE 1/04 RECOMMENDED 8 �L cz o9- RECOMMENDED BY �t � �-�' � ACCOUNT cNGIN R DATE ASSISTANT CITY ENGINEER DATE WILLDAN F SIT aM o�t�°�o 926;x' �'° FROM CONCOURS AVENUE TO FOURTH STREET G}q Q REVIEWED BY RSB L '� 1 l !J _ ACCEPTED BY ACCEPTED BY or Cho Traffic Division 949/170-b840 fax 949/770-904t DWG. No. DATE 1/04 CITY ENGINEER DATE CITY ENGINEER DATE I POLE SCHEDULE CONDUCTOR SCHEDULE ' ' i I i O STANDARD MAST ARM Luminaire PPB SIGNAL MOUNTINGS I.S.N.S. I I I I I LREMARKS Type Ht. Sig. Lum. H,P.S.V. p Quad, Vehicle Ped. Message AWG CIRCUITS RUNS r14 14� 14� I I I I I A 29A-5-80 35' 50' 15' 400 W 6 E MAS LT, 2-►IAS SP-1-T Haven AVE REPLACE 5 SECTION HEAD MAH Q ® © ® Q © e ® Q � ® ® � — — — J�—J I I I I i - SV-1-T N - 9600 3 SECTION HEAD I I I ( I B 15 30' 15' 250 W 8 S SV-2-UM SP-1-T 3 CONDUCTOR CABLE (PPB) 1 2 2 3 4 4 5 8 3 2 1 1 I I C 29A-5-80 35' SSI' 15' 400 W 8 $ MAS LT, 2—MAS SP -T Fourth ST REPLACE 5 SECTION HEAD MAH 5 CONDUCTOR CABLE (PED) 1 2 2 3 4 4 5 8 3 2 1 1 sV-1-r N 3 SECTION HEAD D 15 30' - 15' 250 W 2 W SV-M2I-TA SP-1_T - REPLACE 5 SECTION HEAD TMH 9 CONDUCTOR CABLE (VEH) 1 2 2 3 4 5 6 9 3 2 1 1 I I I I I 8' 29A-5-80 55 15 400 W 2 MAS LT, 2-MAS AVE I m I I I I I E R 35 N R R R W V-1-T SP-1-T HAVEN t000N 12 CONDUCTOR CABLE (O.L.) - 1 1 1 1 1 1 2 1 1 - - I I I F 15(N) 30 - 15' N 2 N R N N N I o , I I I I i � 15 N 2 R SV-2-T -1- _ REPLACE 5 SECTION HEAD NTH 10 LUMINAIRE 2 2 2 2 2 2 2 4 2 2 2 2 I c I I -� MAS, SV-1 1 DETECTOR - 1 - - - - - - - - 2 2 2 2 I � 1 9J I 9J I I ( G 33 20- 115 - - 4 N SV-1-T - - 2 DETECTOR - 2 10 18 - - - - 3 3 3 3 - - - - EX. 1 C/1-DLC I I I I I I 3 DETECTOR - 3 11 - - 2 2 2 2 2 - 2 - - - I II II I I "a ( H 29A-5-80 35' 50' 15' 400 W 4 N SV_�uM SP-I-T FOURTH 300E 4 DETECTOR - 4 12 FUT 20 - - - - - - - 3 - 3 - - I 13' 12' 12' it 10' it 10' I I 13' �, 11' i I I 15 30' - 15' 250 W 6 E SV-2-UM SP-I-T - 5 DETECTOR - 5 13 - - - - - 2 2 - 2 - - - I I I I II 1. ALL EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN: (N) = NEW, (M) MODIFY, (R) = RELOCATE. 06 DETECTOR - #6,;14, 2 - - - - - - - 3 - 3 3 3 I 49' I I I I 481 I 2. ALL SIGNAL INDICATIONS SHALL BE 12 MiCH. 07 DETECTOR - #7,/15 - - - - - - - - 2 2 - - I II II 68' 3. REMOv� NOR11160UN0 RIGHT TURN OVERLAP. 08 DETECTOR - /8, 16,(FLIT) 24 - 3 3 3 3 3 3 3 - - - - Z I I I I I ' CONSTRUCTION NOTES I 1 i I r AB NpON EIST. LO+S OT TOTAL DETECTOR CABLES - 3 5 5 8 10 10 12 8 10 5 5 > I I I 1� REMOVE AND SALVAGE EXIST. CONTROLLER ASSEMBLY AND INSTALL 16-CHANNEL TYPE 90 CONTROLLER PTI CAB 1 1 1 2 2 2 3 3 1 1 1 - I I / I I I 10, I I I EXIST. TEL. COM. ASSEMBLY IN A TYPE P CABNNET AS DESCRIBED IN THE SPECIAL PROMSNONS. #20 O COM LE . I I I I I CONDUIT EXISTING TYPE IA-BF TRAFFIC SK�NAL ELECTRICAL SERVICE. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. UPGRADE CIRCUIT BREAKERS TO PROVIDE ONE 60 AMP, FOR SIGNALS, ONE 15 AMP, FOR I.I.S.N.S., i r 1 I ' I ONE 30 AMP. FOR SAFETY LIGHTING PER 1200 WATTS OR PORTION THEREOF. #12 I.I.S.N.S. 2 2 2 2 2 2 2 - - 2 2 2 I I 1 1 I I INSTALL R73�-5 ( I 3 CONDUIT SIZE 2"(E) 3"(N) 3"(N 3"(N) 3"(N) 3"(E) 3"(E) 3"(E) 3"(E) 3" E 3" E 3" E I /moi I I I I I ' 1 ( I I INSTALL NEW HORIZONTAL MAST ARM 8' ABOVE THE SIGNAL MAST ARM MOUNTING. SEE DETAIL "A" AND �f�, I I I I I C HE SPECIAL PROVISIONS. THE MANUFACTURER SHALL PROVIDE CERTIFICATM TO THE CITY THAT THE A_i I(22 22J i 22J i SIJ I 1J I I I — I _ }>'I HEAD TION � IS DESIGNED TO ACCOMODATE THE ADDITIONAL MAST ARM MID MOUNTINGS ANO THE I.I.S.N.S. REEXIST., N=NEW CONDUIT I — OVERLAP D IS FOR FUTURE USE AND SHALL NOT BE ACTIVATED WHILE THE R73-5 IS IN PLACE FOR THE REWIRE ENTIRE INTERSECTION B I _ - �� ]�I ' ' ' SOUTHDOUNO LEFT TURN. 5 SECTION j� I 1 I p5 T 1 V `J 2P HEAD � � 6 I 6� I ' 6� 1 1 1 1 � Ip2 I p►2 Rs 5 SECTION " g v L-- -- _j L.�1 �V___ -I__ �2 HEAD C8 EXIST. 1 C/1-DLC Q D p5 EXIST. O - - - MATER---- - -- -- -BP-- - p6PP6 / — — — EVP 1 - - - -- - ----- -- -- - _ --- ITER--- -- - -- - - - - _ - I -- -- - ------ ---- ---------- ——————— -------- 8PIk�1� GAS L -------------- ---------- — -----------------------3— c J p8 PPB - 4 ---------- ---="�—� — — -- ---L— ------------ — -- ----- � --- - - - - - - - - - --- - - - - - - - - - - -- — -- -- - - - - - - - - --- - - -- -- - --- —a8 p7 N Jj m l � ——————————————————————————————————— I r �8 EVP 4 260' 1*0 X-WALK 16-1 Fourth Street I L_ J ---'--- — SEVER ----------- -- -- ----- ----- SEVER -- -- :� L +-C > �8 8 8 L16J INSTALL R73-5 3 CITY OF RANCHO CUCAMONGA ' -1rl now cztz L p — ih3 _11�) 3 �i I �1 1 107 4— — �- - - -- - CITY OF ONTARIO �7 3 (�) 11 15 / - 7 INSTALL R73-5 - - ------- - -------- - --- -------------- - ---- - :f - - - -- - - -- - ----t------------------ - --- ----------------- - ------------- 12 ABANDON UNUSED 4 4 p4 �' 260' TO X-WALK o LOOPS I ;� — -- ----- - -- -�_ EVP 3 < 1 / 2 - -- -- --- -- - - - - - -- MATER - - --- - -- V0 G .04 CN ---- ---- -- ---MATER- -- -- __- --- ---- � \ ----- REPLACE EX. - - - - - - - - - -WATER - -- --- ----- - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ 3 _ EXIS� P.B. NTM I� RL TO LOCATION - - - -- - - - --- --- ---------- - --------------------- -a r _ 06 PB IN EXIST. R73-5 3 -------- � EVP 2 QE � � - PPB C� l�4 ` �I �\� MEDIAN RS POST Ll �6 3 6 6 ——— ——— - --- —-- - aR ,,R _ - - --- - --- _ — n A I - 6 - -- -� - - -- O r:J � 6P`� p1 I�1 �f1 �--�- P � RL /0 -- ------------- EX. I"C/1-6PR I.C. EX. 1"C/1-6PR I.C. \ O �- - - - TYPE 15 ---- TO CENTER AVE. do 1-DLC CB - I _ I 2 2 � \ i 5 SECTION p4PPB1 I G v HEAD INSTALL GENERAL NOTES INSTALL Q " 3 C/1-12PR #19 I.C. 3"C/1-C/1X19 I.C. I V S S 18 j 8 ]8 I // / � � TO UTICA AVE. 1293 f TO 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE I 5 Ct CALTRANS STANDARD SPECIFICATIONS. BOTH DATED JULY 1992, AND THE CITY OF ONTARIO SPECIAL EXIST. 2 C/2#1 TO ONTROULER I p I p21 PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. 2#12 2 �I 1 j I INSTALL I 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE I ( I ( I I I 2"C/1-12PR 019 I.C. I INST AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR W I 1 3 C/1-DLC ✓ � COUPLING INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I I REMOVABLE 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/0R PAVEMENT I I : I I I .1 1-12PR X19 I.C. STEEL CAP -/-BOTTOM - FOR 2 48 I IAL, .% A A I / /� TUBE RED 10' SIGN WIRING MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF I I / 2' 4' WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN I I I I I I4' 10' 10' / 4" TAB FOR 12" 12" CONFORMANCE NH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS I I I 12 1 12 1 13 / AND HE SPECIAL PROVISIONS. c� I l J + tt SMALL SIGN A _ + 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE I I �I I I I ;n / NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF HE STANDARD SPECIFICATIONS FOR PUBLIC 3 I I A L.B. CONDULET WORKS CONSTRUCTION. I w I I I I I 4" W/�" NIPPLE 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN I I I ST AN IDENTIFICATION NUMBER PRIOR TO HE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. HE CONTRACTOR I I I FOURTH (t SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133 48 HOURS MINIMUM) IN ADVANCE OF ANY Xm CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. I I I 9„ + TY ONTARIO 6. ALL OBSTRUCTIONS WHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION I I I i DIA. HOLE OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY HEIR RESPECTIVE OWNERS, THE CONTRACTOR INSTALL 16 IS REFERED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. I I I 113 13 11' 1 1 1/2" C/1-DLC 1 FOR INTERNALLY ILLUMINATED STREET NAME 6" 7 IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, I I I I I I 12' 10' / SECT" "A-A" SIGN, MOUNTING HARDWARE, AND ELECTRICAL THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. I I 1 I DETAILS SEE STATE STANDARD PLAN N0. ES-33 0 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO I I I I ( I AND THE SPECIAL PROVISIONS. 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO DETAIL "A" THE TIME OF CONSTRUCTION WITHIN HE PUBLIC RIGHT OF WAY. HE CONTRACTOR IS REFERED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. HORIZONTAL MAST ARM 61 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF 0 THE SOUTHERN CALIFORNIA EDISON COMPANY. I I I I o ; I ONTARIO LEGEND 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT. 12. ALL PULLBOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6. ALL I I I I N X I OTHERS SHALL BE /5 UNLESS OTHERWISE SHOWN. 13 MUNICIPALAT THE fRSERVIICE CENTER, 1425 SOUTH OF THE ENGINEER, BON CONTRACTOR EWTAVENUE SHALL OR CITY WELL UNLOAD SITE No. 9,ANY THEAGE WESTTTHE ONTARIOSIDE OF COLUMBIA I I I I I 1 U 1 U 10 AVENUE NORTH OF DEODAR STREET. > 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR I HE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY I I I I I INSPECTOR, HE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. I I I I 15. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM HE CITY A SET OF SPECIAL PROVISIONS PREPARED SPECIFICALLY FOR HIS WORK. Haven Ave • SCALE: 1" = 20' P REVISIONS DESIGNED BY JDM PREPARED UNDER THE SUPERVISION OF ry "'°"u'� � TRAFFIC SIGNAL MO IFICATION PLAN SHEETOF� MARK DATE BY APPROVED RCE N DATE 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO L DRAWN BY Jpm 0048 4 R. i C.E. 4a774 rE CONTRACT DATE 1/04 RECOMMENDED BY 2-(Z-o4 RECOMMENDED BY * DO. �- « * HAVEN AVENUE AND FOURTH STREET ACCOUNT 3 T G ENGINEER DATE ASSISTANT CITY ENGINEER DATE 27042 Towne Centre Dave, Suite 270 REVIEWED BY RSB ACCEPTED BY SPE * V101LLDAN foothill Ranch, California 92610 1/04 ACCEPTED BY OF Traffic Division 949/470-8840 lox 949/770-9041 DWG. No. I U DATE CITY ENGINEER DATE CITY ENGINEER DATE Utica Ave . CONDUCTOR SCHEDULE I , I POLE SCHEDULE 14 I RUNS I I I 1 0 STANDARD MAST ARM noir PP6 SIGNAL MOUNTINGS I.I.S.N.S. AWG CIRCUITS Q /2\ © A A6A & ® ® © ST 3„ E Type Ht. Sig. Lum. H.P.S_V. 0 ad Vehicle Ped. Message REMARKS A 29-5-80 30 5515 250 W 6 E SP-1-T Utica L16Yt , I I MASSV-12 T AVE USE RANCHO 9600 NSTALL S AIGHTAL MINAIRE ARM 3 CONDUCTOR CABLE (PPB) - 1 2 3 4 4 4 4 3 2 1 r /2'� 0400 4 I I ; II I I B 1-A 10' - - - 8 S TV- -T SP-1- X - 5 CONDUCTOR CABLE PED - 1 2 3 4 4 4 4 3 2 1 I II I I 2 I 9 CONDUCTOR CABLE (VEH) - 1 2 3 4 4 4 4 3 2 1 8"UC-6"LC l i l o i t C 19-4-80 30' 20' 12' 250 W 8 S MIs, SV-1-T - 4th 1 100 USE RANCHO CUCAMONGA I.I.S.N.S. 10 LUMINAIRE — 2 2 2 - - 2 2 2 2 2 I i $ II I D 15 30' - 15' 250 W - - SV-1-T SP-1-T - INSTALL STRAIGHT LUMINAIRE ARM VE $2 DETECTOR - /2, - - 2 2 2 _ _ _ _ _ _ I.I.S.N.S. LEGEND DETAIL I I II I I E 61A-5-80 35' 65' 15' 250 W - - MASSV,1-TMAs SP-1-T F- Utica 9 000 USE RANCHO CUCAMONGA I.I.S.N.S. P3 DETECTOR - #3,/11 2 2 2 2 - 2 - - - - - I I (1 I _ 04 DETECTOR - #4, 2, 20 - - - - 3 - - - - - - RANCHO- CUCAMONGA ONLY I I 22' II 22' 1 15' F 1-A 10' - - 4 N Tv-2-T - - 6 DETECTOR - 1, 14 - - - - - 3 3 3 3 - - I 1 ST 27' II 27 I I SP-1-T FOURTH 4000 G 19-4-80 30' 20' 12' 250 W 4 N WAS, SV-1-T 7 DETECTOR - #7.115 - - - - - 2 2 - - - - _ _ H 22 35' 15' 250 W 6 E SV-1-T SP-1-T 8 DETECTOR - #8.#16,#24 - - - - 3 - 3 3 3 3 3 1 I II I I 5 I 1. ALL EQUIPMENT IS NEW. PULLROPE - FLIT. DLC (X) - - (1) (1) (1) - - - - - - I II I 2. ALL SIGNAL INDICATIONS SHALL BE 12 INCH. - ( I 6 I 3. I.I.S.N.S. (INTERNALLY ILLUMINATED STREET NAME SIGN) INSTALL ON SEPARATE 10 MAST ARM (DETAIL -A-) II I I POSITIONED ABOVE SIGNAL ARM AS DIRECTED BY THE ENGINEER. TOTAL DETECTOR CABLES 2 2 4 4 8 7 8 6 6 3 3 INSTALL 1 y2" C/ I iI II I I #20 OPTICOM1 CABLE - 1 1 2 2 2 2 2 1 1 - 1-DLC I I 6 II I Z I.I.S.N.S. - 2 1 2 2 - - 2 2 2 2 CONDUIT SIZE 1 3" 1 3" 1 3" 1 3" 1 4" 4" 1 3" 1 3" 1 3" 1 3" 1 3" INSTALL 1 ADDITIONAL 1 6 1I 3# DLC FOR FUTURE. 11 I 4 6 1. ALL CONDUITS AND CONDUCTORS ARE NEW. � I O 6 ` POTHOLE PRIOR TO DIGGING POTHOLE PRIOR TO DIGGING 6 © FOR FOUNDATION. ADJUST FOR FOUNDATION. ADJUST 6 POLE TO CLEAR LATERAL POLE TO CLEAR LATERAL O — — — — 6 $2 02 \ O STREET LIGHT TO BE INSTALL 1 1/2" C/1-DLC REMOVED BY EDISON N jP 600 // 02 \\�8P ------_ ---_--- _---------_ — -------------�_-- -- _--__-----J ` W. �8 -- 1 3 5 �-- — ' — _ ----------_--- -----_ — __—__-- _--_ — --_------- _ -- _------__ .GAS __- ._ _ -- - GAS_ 07 4 INSTALL R96,R966 24 �'-x, ^ "' '�' 16 08 I N / cv 260' TO LIMIT LINE co 8 - ( 3 8 24 � 16 -�s------------------ SEWER------� 08 - SEWER - -------- - Fourth Street w / NSTALL SIGN + 8 24 16 PER DETAIL 'C' ,-- ----------- — ---------------------------------- CITY OF RANCHO CUCAMONGA48 51 52 — — — — TYP pi 1 55 — 03 CITY F ONTARIO 3 3 � 07 4r ------------------------- ---------------- 0 U1 12 20 4 11110. DRAIN -- ---- -- - � -L - -- — -- -- - 2 —T ---- -- ---- -- -- -_� � —WArEa-- � I ;�3 3 N WATER U. WATER 4 12 0 4 N N TEL 2-#6E PB'S TEL INSTALL 2"C/2#10, 4; 12 - H 3 4 INSTALL R96,R966_ ----------- ___ __ _ ------------------ ------_ ___ __ __ __ ____ _ __ ___ _ _ _ 2 _ -------- ------ --- -------- -- ——————————————————————— ---- — 3 DETAIL "B" 04 ---- �---- ——————————————————— ------------ ---- — — -------------- —-�—— 111111111111111111 jk STREET UCMT - - \ 46/ - - - STREET UGHT 06 6 06 / / VSM 14P P\\ 4P\ I y INSTALL 3"C/1-12PR X119 I.C. 2 � �\L_6 \ � _\ " INSTALL 3 C/1-12PR #19 I.C., / O INSTALL 3 C/1-12PR 19 I.C. TO HAWN. 12951 � TO � . 1-DLC � TO CLEVELAND. 1325' TOIZ GENERAL NOTES ELECTRICAL SERVICE 2 , 6 TAPERED RED POINT. STREET LIGHT INSTALL 2"C/3#8 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE PULLBOX 4 I I INSTALL 1 CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND THE CITY OF ONTARIO SPECIAL INSTALL 3"C/ — F 3"C/1-12PR;�19 I.C. 4 + 1 PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. 2-12PR#19 I.C. © I REMOVABLE 2 COUPLING 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE 12 1 1 02 5 STEEL CAP BOTTOM - FOR AND SHALL 8E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR " 1 I"�— 4 10 SIGN WIRING INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. INSTALL 3 20' 20' 5 1-12PR X119 I.C. 2' 4' MOUNTING 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT 12~ 12" PLATE MARKINGS, MMICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF + TAB FOR WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN SMALL SIGN B CONFORMANCE MATH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS 9 DIA. HOLE SIGNAL _ AND THE SPECIAL PROVISIONS. FUTURE STREET 16 ill POLE A 1 — B L.B. CONDULET 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE 2 1" NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION NOTES " " CL ARM �� W/ 2 NIPPLE WORKS CONSTRUCTION. SECTION B-B FOURTH NOTES: 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN 1 . MATERIAL: STEEL OF 40,000 PSI AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR D—INSTALL ECONOLITE ASC/2-2100 CONTROLLER IN A TYPE 'P' CABINET ON AN MIN. YIELD AFTER FABRICATION. CITY TART SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133 48 HOURS MINIMUM) IN ADVANCE OF ANY 18" PEDESTAL WITH THE FRONT DOOR FACING NORTH. CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. 2. GALVANIZED FINISH. 6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION —INSTALL 120/240 VOLT TYPE III-CF DUAL METER SERVICE. PROVIDE THE YLIGHTING, FOLLOWING NOTE: g" CIRCUIT BREAKERS: ONE 60 AMP. FOR SIGNAL, ONE 30 AARP. FOR SAFETY LIGHTING, FOR INTERNALLY ILLUMINATED STREET NAME OF THE CITY ENGINEER, UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR AND ONE 15 AMP. FOR I.I.S.N.S.. INSTALL PHOTOELECTRIC CONTROL IN THE SERVICE SIGNAL POLE SIGN, MOUNTING HARDWARE, AND ELECTRICAL o IS REFERED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. EQUIPMENT ENCLOSURE FOR BOTH SAFETY LIGHTING AND I.I.S.N.S.. R DETAILS SEE STATE STANDARD PLAN NO. ES-33 rn 7 IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, COM MODEL 721 OPTICAL DETECTOR MATH PELCO AB 121 POLE CLAMP HS CAP SCREWS, A AND THE SPECIAL PROVISIONS. EI—INSTALL OPTI o THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. MOUNTED TI AVAST ARM. TOT 4 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO " DETAIL e1Am 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO EF—INSTALL I.I.S.N.S. ON HORIZONTAL MAST ARM 8' ABOVE THE SIGNAL MAST ARM Y 30 3/4"0 HOLE CL ARM HORIZONTAL MAST ARM MOUNTING. SEE DETAIL "A" AND SPECIAL PROVISIONS. THE MANUFACTURER IN POLE PLATE o THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERED TO SECTION 7-10.3 SHALL PROVIDE CERTIFICATION TO THE CITY THAT THE POLE IS DESIGNED TO OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. - -� 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REOUIREMENTS OF ACCOMMODATE THE ADDITIONAL MAST ARM AND THE MAST ARM AND MOUNTINGS G 3/4"0 HOLE I ONTARIO LEGEND THE SOUTHERN CALIFORNIA EDISON COMPANY. CAN ACCOMMODATE THE I.I.S.N.S. OR IN ARM PLATE ° 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT. 5�--02 & 05 SIGNAL INDICATIONS SHALL NOT BE ENERGIZED AND SHALL BE COVERED Le 12. ALL PULLBOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE 06. ALL AS DIRECTED BY THE ENGINEER. ONLY 1"0 HOLE IN POLE NOTCH OR OTHERS SHALL BE /5 UNLESS OTHERWISE SHOWN. DRILL FOR A 13. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO 6�--CONSTRUCT MMEELCHAIR RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 102 DRAINAGE o MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE No. 9, ON THE WEST SIDE OF COLUMBIA U AVENUE NORTH OF DEODAR STREET. " " DETAIL 11C" SECTION "A-A" N 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR DETAIL B in THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY MOUNTING PLATE DETAIL SCALE: V = 20' C"I11 SEE THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. SEE NOTE REGARDING MANUFACTURER'S CERTIFICATION. r 15. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE �l CITY A SET OF SPECIAL PROVISIONS PREPARED SPECIFICALLY FOR THIS WORK. Co REVISIONS DESIGNED BY JDMPREPARED UNDER THE SUPERVISION OF i MARK DATE BY PPROVED CE N DATE 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO , o°" _ TRAFFIC SIGNAL INSTALLATION PLAN SHEET of o N0. DRAWN BY JDM 0044 R. R.C.E.t771 TE CONTRACT DATE 1/04 RECOMMENDED BY -�it?sD4 RECOMMENDED BY « EV. *�' >l� UTICA AVENUE AND FOURTH STREET ° REVIEWED BY RSB ENGINEER DAT ASSISTANT CITY ENGINEER GATE ,� WILLDAN 27042 Towne Centre Drive, Suite 270 ACCOUNT Foothill Ranch, California 92610 1/04 ACCEPTED BY ACCEPTED BY E� Traffic Division 949/470-8840 fox 949/770-9041 DATE CITY ENGINEER DATE CITY ENGINEER DATE DWG. NO. Cleveland Ave . F POLE SCHEDULE CONDUCTOR SCHEDULE (Prlvate Street) 0 STANDARD MAST ARM ir►oir PP'8 SK�AIAL 110UMTWGS I.I.S.N.S. REMARKS RUNS I II 14 14 I II Type Ht. S19• ILum. H.P.S.V. Quad, Vehicle Ped. Message AWG CIRCUITS A 4 5 A A 8 9 1© © � � � � � © A 29-5-80 30' 55' 15' 250 W 6 E MAS L , 2-wA5 Sp-1_T Cleveland A� USE RANCHO CUCAMONGA I.I.S.N.S. SV-1—T INSTALL STRAIGHT LUMINAIRE ARM 3 CONDUCTOR CABLE (PP6) - 1 2 3 4 4 4 4 3 2 1 30" 12, B - o J C 24-3-80 30' 35' 12' 250 W 8 S MAS LT, MAS SP-1-T 4th ST USE RANCHO CUCAMONGA I.I.S.N.S. 5 CONDUCTOR CABLE PED) - 1 2 3 4 4 4 4 3 2 1 I I H i I SV-1-7 1 9 CONDUCTOR CABLE VEH) - 1 2 3 4 4 4 4 3 2 1 I I I x33' 1 D 15 30' - 151 250 W 2 W SV-2-TA SP-1-T - INSTALL STRAIGHT LUMINAIRE ARM ( II 33 MAS LT, 2-MAS AVE o I #10 LUMINAIRE — 2 2 2 2 2 2 2 2 2 - �' 1 z E 61A-5-80 35' 651 15' 250 W 4 N SV-1—T �-t—T Cleveland USE RANCHO CUCAMONGA I.I.S.N.S. 1 DETECTOR - #1,19 - - - - 2 - 2 2 2 - _ ONLY I I i a I i� F 1-A 10' - - - 4 N TV-2-T SP-1-T .02 DETECTOR _ #2 - - 1 1 1 - - - - - �( 1 I 1 1 MAS LT, MAS ST $3 DETECTOR #3,#11 2 2 2 2 2 �� r� I .� 23 I G 24-3-80 30 35 12 250 W 4 N SV-1-7 -1-T FOURTH 3400E �4 DETECTOR - 4,/12, 20 - - - - 3 - - - - - - DETAIL C I I I H 22 35' 15' 250 W 6TE SV-2-UM SP-1-T 5 DETECTOR - - - 1 N I I I I 44' I I 1. ALL EQUIPMENT IS NEW. 6 DETECTOR - 14 - -_ - 2 - __2_ __ 2 _2 - - TRAFFIC SIGNAL CONSTRUCTION 2. ALL SIGNAL INDICATIONS SHALL BE 12 INCH. J67 DETECTOR - #7, 115 - - - - - 2 2 - 1 I I i AND MAINTENANCE EASEMENT 3. I.I.S.N.S. (INTERNALLY ILLUMINATED STREET NAME SIGN) — INSTALL ON SEPARATE 10' MAST ARRA (DETAIL "A") POSITIONED ABOVE SIGNAL ARM AS DIRECTED 13Y THE ENGINEER. �8 DETECTOR - �E3,�16,�24 - - - - 3 - 3 3 3 3 3 I L I I I I PULLROPE - FUT. DLC (X) - - (1) (1) (1) - - - - - - I I C TRAFFIC SIGNAL CONSTRUCTION J I J AND MAINTENANCE EASEMENT I I 16' 11' + I I 16h" -�— 3 TOTAL DETECTOR CABLES 2 2 4 4 11 5 9 7 7 3 3 ��'I i L I I s L 1/„� OT )0 4, 0 OPTICOIIII CABLE 1 1 2 2 2 2 2 1 1 I I L 2 I.I.S.N.S. - 2 2 2 - L3` 2 2 2 2 2 1I i i I I I I I I 8"UC-6"LC CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" 3" 3" 2" 1061 Q 1 6 I.I.S.N.S. LEGEND DETAIL 1. ALL CONDUITS AND CONDUCTORS ARE NEW, Q 4 11. 6 © RANCHO CUCAMONGA ONLY 6 9 6 6 1 - - - - - - O OD INSTALL 1 1/2"C/ - - P / 8P 6 WATER ----_.WATER_ N -- GAS --- — — --- r — — _- - — ------ 5 -- - -- - --- „ --- — In 00 i � 5 �g =--I— — — 8 - - - - - - - - - -- - - -- - ________ - _ - -_____ - - - -- - - - - — — — - - - 07-i 4 5 3 X15 24 �,-x\ 08 N iv NS ALL R96,R968 o 260' TO LIMIT LINE tO 115 _..- ---_—.� ---SEwr11 ��--�._�_ _� SE MER - -- -- - --- _ - -- - p8 10' N 16 Fourth Street 3 '" 8 (�) 24 Ln L& INSTALL SIGN ----- - ------- ----------------------- _- -t----------------__ -1 PER DETAIL 'C' - ----+---------- ------------------- CITY OF RANCH CUCA 0 GA _ _ - if if -_- - Q1 65 61 tTY ' 10 CITY OF ONTARI 3 N 3 64 11 7 _ (TYP) --- - --- ----- - -- -------- ----------+--- -- - - _ _ - - -- -- � - - --- ---- - --- -- - - - --- --- - --- -- --------------- --------- -- ——————————————————— -------- — — 0 _-__--STORM BRAY,_ _ SIORIA DRAIN 20 04 1 — L --WATER 3 N t0 OO 00N WATER — _—___--__ '-_.____ —__ 04 —.---WATER-- - _ ------- _-- ---- INSTALL 2"C/2#10,4#12 i 12 20 4 ELECTRICAL SERVICE POINT N N STREET LIGHT HANDHOLE 2-#6E PB'S -- ----- -- � ,� - --- ----- TEL INSTALL OIH 4/ INSTAL 6,R96B _ —----- - - - - -— -- - -3C/PULER E �3 --- - - -- - - - -- - - --- - - -- - - -------- ---------- ---- - - - - - --------04 - ——————— ———— ----- - --- — rl STREET LIGHT STREET LIGHT ds C O1 01 �P — -- - - " - PR 1 I.C. / P\ F=15' / \ INSTALL INSTALL 1 I.C. 1 INSTALL 3 C/1 12 9 C INSTALL E 3 C 1-12PR #19 I.C. 3 C/1 12PR 9 NSTALL 3"C/1-12PR #19 I.C. TO UTICA AVE. 1325' � TO (t . 3"C/1—DLC/ 2 O / # TO VINCENT AVE. 1320'± q TO CL . ES 1-12 PR #19 I.C. INSTALL 4 Z 2 TAPERED GENERA NOT 2"C/3#8 TUBE 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 66 OF THE — ill — 1 CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND THE CITY OF ONTARIO SPECIAL O 4 + CL PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. INSTALL 3"C/ © 11' 12 6' B COUPLING ANY TRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE 2-12PR 119 I.C., p2 5 REMOVABLE � BOTTOM - FOR 2 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR STEEL CAP INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. INSTAR 32 32 4" 10' SIGN WIRING 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND OR PAVEMENT 3"C/1-12PR X19 I.C. 2' 4' MOUNTING MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF I I TAB FOR 12 12" PLATE WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN + - SMALL SIGN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS 9' SIGNAL _ + AND THE SPECIAL PROVISIONS. 16 DIA. HOLE 1 2„ POLL � A 1 LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE FUTURE STREET L.B. GOND PLL 4. UTILITY NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC " Ct ARM W/ 2 NIPPLE WORKS CONSTRUCTION. SECTION 'B-B" _ FOURTH ST Ii 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN NOTES: 1. MATERIAL: STEEL OF 40,000 PSI CITY OF ONTARIO ����� AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT, THE CONTRACTOR MIN. YIELD AFTER FABRICATION. SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION NOTES 2. CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. GALVANIZED FINISH. 6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION j NOTE: 6"FOR INTERNALLY ILLUMINATED STREET NAME L OF THE CITY ENGINEER. DETAILS SEE STATE STANDARD PLAN NO. ES-3 UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR PP' CABINET ON AN 18" PEDESTAL SIGNAL POLE 1—INSTALL ECONOLITE ASC/2-2100 CONTROLLER IN A TYPE ' SIGN, MOUNTING HARDWARE, AND ELECTRICAL o IS REFERED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. MATH THE FRONT DOOR FACING NORTH. 6 7 IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, 2M-•-INSTALL 120/240 VOLT TYPE III-CF DUAL METER SERVICE. PROVIDE THE FOLLOWANG CIRCUIT BREAKERS: HS CAP SCREWS, A AND THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. ONE 60 AMP. FOR SIGNAL, ONE 30 AMP. FOR SAFETY LIGHTING AND ONE 15 AMP. FOR I.I.S.N.S. INSTALL 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO PHOTOELECTRIC CONTROL IN THE SERVICE EQUIPMENT ENCLOSURE FOR BOTH SAFETY LIGHTMIG AND I.I.S.N.S. TOT 4 "All 3/4"e HOLE � ARM DETAIL A 0 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO �—INSTALL OPTICOM MODEL 721 OPTICAL DETECTOR WMTH PELCO AB 121 POLE CLAMP MOUNTED ON MAST ARM. HORIZONTAL MAST ARBA N IN POLE PLATE THE TIME OF CONSTRUCTION MATHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4� -INSTALL I.I.S.N.S. ON HORIZONTAL MAST ARM 8' ABOVE THE SIGNAL MAST ARM MOUNTING. SEE DETAIL "A" AND THE - SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF SPECIAL PROVISIONS. THE MANUFACTURER SHALL PROVIDE CERTIFICATION TO THE CITY THAT THE POLE IS DESIGNED I ONTARIO LEGEND 10. ALL WORK RELATED TO ELECTRIC THE SOUTHERN CALIFORNIA COMPANY. TO ACCOMMODATE THE ADDITIONAL MAST ARM AND THE MAST ARM AND MOUNTINGS CAN ACCOMODATE THE U.S.N.S. 3/4"� HOLE IN ARM PLATE , 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT. 5�—02& 05 SIGNAL INDICATIONS SHALL NOT BE ENERGIZED AND SHALL BE COVERED AS DIRECTED BY THE ENGINEER. 01 12. ALL PULLBOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6. ALL CONSTRUCT WHEELCHAIR RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 102 1"W HOLE IN POLE NOTCH OR OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN. DRILL FOR A 13. AT THE DIRECTION OF THE ENGINEER THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO DRAINAGE o MUNICIPAL SERVICE CENTER, 1425 SbUTH 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 SECTION "A-A C14Ln THE CORRECTION OF ERROR ANO OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST of THE CITY MOUNTING PLATE DETAIL °N° INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. SEE NOTE REGARDING MANUFACTURER'S CERTIFICATION. SCALE: ]" = 2O' 15. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE 4 CITY A SET OF SPECIAL PROVISIONS PREPARED SPECIFICALLY FOR THIS WORK. PREPARED UNDER THE SUPERVISION OF SHEETOF� REVISIONS DESIGNED BY X04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO � � �'�"< _ TRAFFIC SIGNAL INSTALLATION PLAN MARK DATE BY APPROVED RCE N DATE / NO. DRAWN BY �� � C048774 R. R.C.E. 0774 DIME CONTRACT � A CLEVELAND AVENUE (PRIVATE STREET) CI` DATE 1/04 RECOMMENDED BY '1—�2-04 RECOMMENDED BY 4c �- ' »♦ ACCOUNT ASSISTANT CITY ENGINEER DATE W I LLDAN 27D42 TD1vnQ Centre Suit. 27D AND rOURTH S REVIEWED BY RS8 ENGINEER DATE Foothill Ranch, California 92610 1 04 ACCEPTED BY ACCEPTED BY Eorq,�,►1a'' Traffic Division 949/470-5840 fox 949/770-9041 DWG. NO. PATE / CITY ENGINEER DATE CITY ENGINEER DATE I CONDUCTOR SCHEDULE Empire Court I POLE SCHEDULE O STANDARD MAST ARMminaire PPB SIGNAL MOUNTINGS I.I.S.N.S. RUNS I II L Type Ht. Sig. Lum. H.P.S.V. ad Vehicle Ped. Message REMARKS AWG CIRCUITS &1& ail& © A ailAS5I II A 29-5-80 30' ' 15' 250 W 6 E w� LT, 2-WAS _1_T Empire �T USE RANCHO CUCAMONGA I.I.S.N.S. I II SV-1-T 9600 INSTALL STRAIGHT LUMINAIRE ARM 3 CONDUCTOR CABLE (PPB) - - 2 3 4 4 4 4 1 2 1 I II B 1-A 10' - - - 8 S TV-2-T SP-1-T - 5 CONDUCTOR CABLE (PED) — 1 2 3 4 4 4 4 1 2 1 R - I-T� i ii i C 19-4-80 30' 20' 12' 250 W 8 S MAS, SV-1-T - 4th 11100 USE RANCHO CUCAMONGA LI.S.N.S. 9 CONDUCTOR CABLE (VEH) - 1 2 3 4 4 4 4 1 2 1 I I 1 I II // / D 15 30' - 15' 250 W - - SV-1-T SP-1-T - INSTALL STRAIGHT LUMINAIRE ARM Y / MAS LT, 2-MAS CT 110 LUMINAIRE - 2 2 2 - - 2 2 - 2 2 1 I I II /� E 61A-5-80 35 65 15 250 W - - Sv-1-T SP-1-T 4- Empire �� USE RANCHO CUCAMONGA I.I.S.N.S. 02 DETECTOR - #2,#5 - - 2 1 2 2 - - - - - - G I ( II - - - _ - 03 DETECTOR - X3,/11 2 2 2 2 - 2 - - - - - 1 25, I II // // /� F 1-A 10' 4 N Tv-2-T - - - - - 0 1 1 136' // G 19-4-80 30' 20' 12' 250 W 4 N MAS, Sv-t-T SP-t-T FOURTH 4000 4 DETECTOR - f4,112,#20 3 - - - - LG �' ,06 DETECTOR - 1, - - - - - 2 2 2 2 - - q II_ I _ _ 7 DETECTOR - 7, 5 - - - - - 2 2 - - - - ONLY � � II � � jl � H 22 35' 15' 250 W 6 E SV-1-T sP-t-T DETECTOR - 6, 4 - - - - 3 - 3 3 - 3 - II I 1 I II ' ! J r 1. ALL EQUIPMENT IS NEW. SHALL BE 12 INCH. PULLROPE - FUT. DLC (X) - - (1) (1) (1) - - - - - - DETAIL "B" DETAIL .,C„ I I II , I I 3. I.I.S.N.S. (INTERNALLY2. ALL SIGNAL INDICATINLLLUMINATED STREET NAME SIGN) - INSTALL ON SEPARATE I 1 II I I I I 10' MAST ARM (DETAIL "A") POSITIONED ABOVE SIGNAL ARM AS DIRECTED 1 I I o ^II I I ( I BY THE ENGINEER. ,,� �-ST 3" TOTAL DETECTOR CABLES 2 2 4 4 8 6 7 5 2 3 - 1 1 1 1 1 II 25� i 1 I I r 16 " I � � y2' 4 Tj -- i BL ., !20 OPTWOM CAE - 1 1 2 2 2 2 2 - 1 1 I I 1 1 18 � I I L _L1 0 0 0 I I ,� 1; , II 36 2 I.I.S.N.S. - 2 2 2 - - 2 2 - 2 2 I I / I II I EXIST. W53 8 UC-6 LC I 11 CONDUIT SIZE 3" 3" 3" 3" 4" 4" 3" 3" 3" 3"(E) 3" 1 I 106 6 1 II 4 � ' © I.I.S.N.S. LEGEND DETAIL 1. ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS SHOWN OTHERWISE; (E) = EXISTING CONDUIT OB J 16 I I II B RANCHO CUCAMONGA ONLY C / 1 6 11 II - EXIST. FIs EXIST. 2"C 9 � 6P / $2 \ /� 8P� O EXIST. R18-2 INSTALL 1-DLC EXIST. R18-2 " RC PB 2 EXIST. 2 C -- - - - - - —-- -- -- --- -- - - - - — - - - - _ / � --— - -_- - - INSTALL 1-DLC CB o �iec� �r — — — — , o _ - ------ - - - _ ———————— - --WA TER—_._ --- - 3 5 � � --iATEIf -- INSTALL R9 96B - - - - -- - - - -- - -- - - - - - - - - - - - - - - - -- O \ L - - 5 -- - - - - - - -� �� 6'R � � N ---- -'1 ---- -- — -----------------------___ __ CONDUCTOR SCHEDULE Milliken Ave . POLE SCHEDULE I � RUNS 49' �� 0 STANDARD HAST Al ilmw PP8 SMAL MOUNMINGS I.S.N.S. AWG CIRCUITS 4 5 6AA s I 6D' I I I I LType Ht. Sig. Lum. H.P.S.V. ad Vehicle Ped. Message REMARKS /2\1& 1� d00 � © � 3 CONDUCTOR CABLE (PPB) 1 2 3 4 4 5 8 5 3 2 2 1 - A 29A-5-80 35' 50' 15' 250 W 6 E MAS LT, SP-1-T Milliken 96 0 14 14 _ S CONDUCTOR CABLE PED 1 2 3 4 4 5 8 5 3 2 2 1 - I B 30 35 15 250 W 8 S SV-2-T SP-1-T ST 9 CONDUCTOR CABLE (NEH) 1 2 3 4 4 5 8 5 3 2 2 1 - I I C 29A-5-80 35' S0' 15' 250 W 8 S MAS LT, SP-1-T Fourth 11300 12 CONDUCTOR CABLE (OL) - - t t 1 2 3 - 3 1 1 1 - D 30 35' - 15' 250 W 2 W SV-2-T SP-1-T - 10 LUMINAIRE EXIST. 2 2 2 2 2 2 4 - - 2 2 2 - 4# E 29A-5-80 35' 50' 15' 250 W 2 W MAS T. 2NC TMAS SP-1-T Milliken 1A�J 1 DETECTOR - 1, - - 2 2 2 2 2 2 - - I ; 1 1 1 , I F 30 35' - 15' 250 w 4 N SV-2-T SV-1-T - 02 DETECTOR - /2,#10, 18 - - - - - - 3 - 3 - - - - _ _ _ - _ - - _ I x I 1 I I 6I 12' G 29A-5-80 35' 50' 15' 250 W 4 N MAS LT, 2-MAS SP-1_T Fourth 4200E 3 DETECTOR #3,#11 - - 2 2 2 2 I I i o I 9 I) I ( j H 30 35� _ 15 saw 6 E sv- -T SP-1-T 04 DETECTOR - f4,#12,/20 - - - - - - 3 - 3 3 3 3 - I I _ 05 DETECTOR - #5,#13 - - - - - - 2 2 - 2 - - = I i I i I I R R R R R R R DETECTOR - 14, FLIT 22 - 3 3 3 3 3 3 3 3 - 1. ALL EQUIPMENT IS EXISTING EXCEPT WHE1� SHOMN; (N) - NEW, (M) - MOOIFY, (R) — RELOCATE. 06 7 DETECTOR - 7, 15 - - - - - - 2 2 - 2 2 2 2 NEW 2"C/ ' I I I m I I I DETECTOR - #8,#16,#24 - - - 3 3 3 3 3 - - 1-DLC I ( 24' 12' 10' 110' I I I I I II TOTAL DETECTOR CABLES - 3 5 8 10 10 20 14 9 7 5 5 2 0 OPTICOM CABLE (EXIST.) 1 1 2 2 2 3 4 2 2 1 1 - - ( I I 1 1 I 14' 1 20' I #20 I I II I II I I II I I II 2 I.I.S.N.S. EXIST. 2 1 2 1 2 2 1 2 24 2 1 2 1 2 1 2 1 2 3" Y(E) CONDUIT SIZE E) 3" E) 3" E) 3" E 3"(E) 3"(E) 2-3 E 3"(E 3" E 3" E) 3" E 3"(N 3" N I I I I I j I 3" C/2-DLC I I II I E=EXIST., N=NEW CONDUIT I I I I i I i I I CB REWIRE ENTIRE INTERSECTION. I I I I CB PULL ADDITIONAL DLC ❑ FOR FUTURE INPUT 22 -- DETECTORS. 06O F_ -T A V 2P � I 1 1 V 02 102 V 02+ P O INSTALL 2"C/1-DLC O / ---- 6 -1- 6 - -�� -- ---- - O.L. A 8 6 P� 1 - Ll, c �1� sP / T 3 X18 --------------- -- ---- ` I / —_ —WAIER—. —_ — —— —— ,` NATER --- -— —- --- -- -- -f- -- - -- - -- --- C14 + -- -- -- �r / 1 r EXIST. EVP 1 \ 00 w) � 4 EXIST. R73-6 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - -- - ----- - - - - - - - 11 -GAS S,oR4 URM4 8 24 16 1 N ------ ---------------- � 260' TO B.C.R. a 11 ,8 24 4 $ 16 —————————— ----- ----- ----- -- ----- ---- ----- — —— — — SE rE R SE NE R Fourth Street � _ ; 08 EXIST. EVP 4 - 18 24 16 EXIST.1 R73-6 I 1 - - - - - - - - - - - - - - - - - � —� - - — - - - - - - - - - - - - - - —l+ — 03 CITY OF. RAN HO CUCAMONGA � `I 13 J' 3 11 — — _ — — • — -� 1 v --a ----- -__ -_--------------zr -------------------- ----------_----------- All 1s - CITY OF ONTARIO • . - - 3 11 1 v 15 , ` / (TYP) � 7 % EXIST. R73�5 1�7 t IF i �XIST. EVP 3 1 1 12 260' TO X-WALK 20 4 0 M 0 — NATER— 1 — / — —� -- WAIFR Ip 1110 N 20 404 INSTALL 3"C/1-12PR. NAfER _ r t- -- --- _— It #19 I.C. TO VINCENT 1 1 1 t 1335' t TO 12 20 • 3 1 �1 RLPOLEIO 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ) C _ N ` I EXIST. 2"C - IINSTALL 1-1 R #19 I.C. p1 �� VAIJ �4 - - - - - - - - - - - -- - - - - - - - - - - + 0_L. 0 03 EXIST. EVP 2 EXIST. R73-5 P — — — — — — _ EXIST. 2"C/I.C. TO SAWGRASS �\ � --- ----------� Y EXIST. 2"C/LC. \ INSTALL 3 C/1 DLC, O �\ �6 1 � 2 I VCB 1-12PR X19 I.C. ` .066 � � — S � 5 I2 I 1 �l2i� FO 6 GENERAL NOTES INSTALL 3"C/1-12PR #19 I.C. 6P I : I O.L.'A' I� 1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE �� I— I J flys-T I p I I EXIST. 2"C/I.C. CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND THE CITY OF ONTARIO SPECIAL 1 I I 1 18 18 I I �I PROVISIONS FOR TRAFFIC SIGNALS AS INDICATED HEREIN. _ 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE © ` I 5 II 18 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR I 1 S I I \ INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I I I I I I I I I I 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT I I I ' CONSTRUCTION NOTES MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF CBI I I 1 I I I I 1 14' WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN I I 1 I I 1 1S' 1 CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS I I I 16 AND THE SPECIAL PROVISIONS. I ` I I 11' 1 10' 1 11 1 ►1 I 9 [11—REMOVE AND SALVAGE EXISTING CONTROLLER ASSEMBLY AND INSTALL 16-CHANNEL TYPE 90 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE I I 10 I 12' I I 1 W I CONTROLLER ASSEMBLY AND SYSTEM MASTER IN A TYPE "P" CABINET AS DESCRIBED IN THE NOTED ON THE PLAN, THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC I 19 1 11 I I ` I I �,� SPECIAL PROVISIONS. WORKS CONSTRUCTION. EXIST. 2"C 5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN I 1 II I I t� ( EXIST. 2"C/ 2—EXIST. 120/240 VOLT TYPE III-CF DUAL METER SERVICE. WITH THE FOLLOWING INSTALL 1-12PR X19 I.C. ` I � 1 I ` ► I i 1 � ? AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR I 1 I I I �.� 3#8 CIRCUIT BREAKERS: ONE 60 AMP. FOR SIGNAL, ONE 30 AMP. FOR SAFETY LIGHTING, SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133 48 HOURS MINIMUM) IN ADVANCE OF ANY 1 I ( ` ; 28 I AND ONE 15 AMP. FOR I.I.S.N.S.. AND PHOTOELECTRIC CONTROL IN THE SERVICE CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. � 1 I i II � 1 1 � 1 1 2 EQUIPMENT ENCLOSURE FOR BOTH SAFETY LIGHTING AND I.I.S.N.S.. �0 6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION IIS REFS ETHE ITY ENGINEER.D TO SECTION 5 NOF ES ARE TO BE THE STANDARD RSPECIFICATIONS FATED BY EIR RESPECTIVE OR PUBLIC WORKS CONSTRUCTIERS. THE pONTRACTOR I II 11 70 1 ` ` I 3�-REMOVE AND SALVAGE VIDEO DETECTION EQUIPMENT TO CITY. 7 IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE. 1 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 16' 1 82' 1 11 ♦, CONSTRUCT WHEELCHAIR RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 102 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO TO 9. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO 1 v 1 1 THE TIME OF CONSTRUCTION VATHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERED TO SECTION 7-10.3 1 I 1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 8513 1 1 Or ' 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF 13 I THE SOUTHERN CALIFORNIA EDISON COMPANY. 1 I 2" C/1-DLC 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT AND POLE LOCATIONS PRIOR TO FINAL PLACEMENT. 1 ` 12. ALL PULLBOXES ADJACENT TO MAST ARM POLES OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE /6. ALL I 1 t 1 1 s OTHERS SHALL BE /5 UNLESS OTHERWISE SHOWN. N 1 1 1 1 Y MUNICIPAL 13 DIRECTION SERVICE CENTER. 1425 ENGINEER, BON VIEW THE CONTRACTOR AVENUE, OR CITY WELLDSITE NAo.. 9,ANY THEAGE WESTTTHE SIDE OF ONTARIO COLUMBIA 11 1 1 1 AVENUE NORTH OF DEOOAR STREET. 1 I 1 1 10 1 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR 1 11 1 1 1 11 11 1O II ' 11 ' EXIST, 2"C/I.C. SCALE: I'll 20' THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY 1 10 1 ao INSPECTOR, THE REOUNRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGNEER FOR REVIEW. 1 1 I 15. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE Imil I I ken Ave • I 1 1 1 E CITY A SET OF SPECIAL PRONSIONS PREPARED SPECIFICALLY FOR THIS WORK. v REVISIONS DESIGNED BY JDM tWEq PREPARED UNDER THE wPEfiVIS10N OF in SHEET OF MARK DATE BY PROVED RCE N DATE 1/04 CITY OF RANCHO CUCAMONGA CITY OF ONTARIO � � - o TRAFFIC SIGNAL MODIFICATION PLAN .0 CW774 n R.C.E. 49774 DATE CONTRACT o DRAWN BY ,JQM DATE 1/04 RECOMMENDED BY �OH Glc 2- 12-04 RECOMMENDED BY 4L oar. �-Io-o� RSB Tlt��t �1 ENGINEER DATE ASSISTANT CITY ENGINEER DATE � W I LLDAN 27042 lorne Centre Drive, Suite 270 1�r MItLIKEN AVENUE AND FOURTH STREET ACCOUNT REVIEWED BY � FoothiA Ranch, California 92610 (Z 0 1/04 ACCEPTED BY ACCEPTED BY tpFCJ�'r Traffic Division 949/470-8840 fox 949/770-9041 DWG. N0. I6 DATE CITY ENGINEER DATE CITY ENGINEER DATE f