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Home My WebLink About1940-S s CONDUCTOR SCHEDULE GENERAL NOTES � :: :::::I 416L 416U CONSTRUCTION NOTES : ; ; N 1 — The intersection shall be completely re-wired. All cables and conductors A.W.G. SIZE RUNS ; 1 1 shall be new per the CONDUCTOR SCHEDULE=. OR PHASE POLE OR 1. Traffic signal and highwa safety lighting systems per CALTRANS Standard Plans and CABLE SIZE NO. CIRCUIT Q& AAAaQ8 �7 �S Standard Specifications dated July 2002, as shown on the plans and in the Special Oke 2 — New 04 and 07 loop detectors. and D!C's shell be installed as shown on Provisions. o oWE the plan. 1 1 1 N1 — POLE 2. The Contractor shall give,the Cit of Rancho Cucamonga personnel a three da advance in 3 ' ' 3 Existing9 08 loo detectors in the left turn lane shall be abandoned and C 4 — 1 1 1 notice prior to signal activation. y g p y I 1 °r° 1 new 03 loop detectors shall be installed as shown on the plan. 0 1 1 , 1 1 O 1 2 a POLE UB R . See Special Provisions. :`;:::::I 4 — Existing interconnect conduit runs and cables shall be protected in lace. N 6 1 1 3. All new vehicle Indications shall be LE.D. by GELCO E p ( I g p p p !; 6 POLE OC 1 4. All equipment locations shall be approved by the City Engineer. 44, I S NOTE: NOTE: U 0 ALL SECTIONS 300mm ALL SECTIONS 300mm C POLE D MIX 1 5. Vehicle indications shall be 300mm, pullboxes No. 5 and conduit 53C rigid metal except 417U ; 417U ' I SALE 1��'20� { T N 8 0 1 as shown. + 1 , 1 1 , - D ' 1 1 I , 11 ,o ,0 20 40 .. R 0 POLE 6. The Contractor shall arrange for qualified representative employed the EVP manufacturer , , , Q Q , R U 8 1 present at signal turn-on time. o NOTE: C :; :::: ALL SECTIONS 300mm S T POLE � 7J L ll3 0 1 1 Ci j POLE Q ; 1 1 o •.I 1 1 1 R 2 � I ' POLE O 1 1 1 1 1 1 ' ' ?` TYPE III-CF 120/240 DUAL-METER S 4 1 1 1 1 1 1 Y , I....... SERVICE EQUIPMENT ENCLOSURE Y �... 1 2 5 4 3 2 1 8 -� I I W 2-100A MAIN BREAKERS, 50A Y TOTAL CABLES 12C/3C ST 3 0 ; ' ` A 1 2 5 4 3 2 1 8 16y 8UC-B"LC a M I �t SIGNAL BREAKER, 30A LIGHTING r : :::::I lo; ,I BREAKER, AND 15A IISNS BREAKER. G G 2 I.I.S.N.S. 2 2 2 2 2 2 - - �- o o o ci ' '; ; ' ` "' 10 LUMINAIRES 2 2 2 2 2 2 2 - _T1 T_ '.:. 14 12 1 12`\\ ��\ 14 EX. 53C, 4#10(LIGHT) & 2#12(IiSNS) A LA X81 DETECTOR 2 2 ::.. : I ; J � EX. SCE TRANSFORMER #95452448 02 DETECTOR 6 6 6 6 6 6 03 DETECTOR 2 2 2 2 i.I.S.N.S. LEGEND DETAIL MAS-5A TYPE 04 DETECTOR 4 4 EX. 53C, 3#6 DETAIL A DETAIL 8 EX. 1 1/2 C & 6PR#19 SIC TO In * R,Y,G �4 or 418 FOOTHILL BLVD. & MASI DRIVE C 05 DETECTOR 2 2 2 2 2 2 D.L.C. �8 DETECTOR 6 6 � TRAFFIC SIGNAL CONTROLLER. 2 +. YA GA� �3 or 417 07 DETECTOR 2 2 60" RCP 417E 417E EX. 53C, 3#6 84 RCP ' ��------ 53C, 6PR -- SIC --------------�------------------------------------------------------------------------------------ If 08 DETECTOR 5 5 S 5 -------------------------------------------- TOTAL D.L.C. - 6 23 15 15 8 8 29 ------------------------------ 'r_ 0'--- r-== : : EVPCABLE 1 1 2 2 1 1 - 4 --------------------------------------------------------------------------- 9 - - -- - - - -:: _ ---�----------------- - --------------------------------------------------------------------------------------------------------- 1 _�-- Z• - ___ :::. - TYPE 170 CONT6Z'Okt'ER EX. 41 C, 5 DLC EX. 41 C, 3 DLC 78 78 103 EX. 1 1 2"C & 6PR#19 SIC TO o IN 332 CABINET ,' CONDUIT SIZE �mm) 78 78 78 78 78 78 78 103 FOOTHILL BLVD. & MILLIKEN AVE. EX. LUMINAIRE TO BE 1 :::: :;.;_;::': - = -�:: : ' , �._ -- _- a - po W/BATTERY t3AGKUP REMOVED BY OTHERS ' ..... �:: --- --- -- -------- -- -- - _ _ -- _ _ R W TRAFFIC SIGNAL CONTROLLER �r S - - � -_= ----;f' �, ,8 � ' :.. _ ........ _ ..... .. ..Y..�:.�: WS ii HT1, 3= 11 R W -- ----- ---- ----- - _ _ + 05� _ 6 --z — - ._� -- — 3 1: MAS 5A +08 ----------- J ------------ -—-—-—- ------ --- = 3+�8' /��'i;-;- �� DETAIL �A" mid '= D ETAI L "B" i 'l l l'r' ► ` r ►d t I 1 �------------- '�06+417 —.- ,,�� T ': 27"S —t- 11' 1 t N Is 11 96 i-r; �i DETAIL "A" I��I IAr\I ' !' \I� `t\ I N It ' ' - - - - - - - - - - ; I; - - - - f; _ - - t - - - - - - - - 10'1N ------- -------- - 1- i D'w-- — — — — -_-__-_ .------. '------. .-______ + , 11 STI , — c.——- ------------t__--__-..._____-_--• ---- •------- -------. __�----. -------. .-_-___. •-'_r--_ ------- -----_-- -------- `, 1 /—♦ ...� A /— _ r � C14 -ri-�C �1 ' 06EVP ;; I, , \ -/ 1 \`-/� -------- ------- •------- •------- •------- -------- -------- ; ;; '.'. , �6 11 1 \ \ , .�r ♦ , i ♦ , , \ i J ` i—� 1+ ;; ,1 r ++ ► r 1 43m TO t ,,� 87171 TO t ►N EX. CURBED MEDIAN N �; \l \ti-' I `--' `� - LK (14 - II 11 ---- -- --------------------------- - _. t j ---------------- H ►-------------------------------,�- - -_- L�1 H S 73-2 1, 11 01 Of (iF00TH1LL- --- -BOULEVAM q- 11 _ (y Q)1 1 TI 1 r 1 f �11� ;i — —� „ 11 --- ' H -----------------------------------------------------------------------------------------------------------------------------�- IF -----________-_____________-_`—————�____----_______Y— 1 " 1/ N ' 87m TO -J ' 43m TO '�,'-�, �'� �, II if EX. CURBED MEDIAN -d f M r d' I I �� 1 I t -- -- ---- — ------ Is IT LINE :F4 2 �' ------- -------- ----- ----- - 4i� ' ' ------ ----�- ------------------------- ' EIL - - - - - - - - - - - ,-Iji- +- - - - - - - - i- - - - - - - - +- -�- �i� '—r?T�- -;� - - - - - - - - - - S(i2+� - —TT - - - - - - - - - - - - - - - - - - - - - - - - - -4P - - - - I 1 1 1 1-\ / 1 \ 1,/ !I ;; ;, N TEL N` 1 I I �N — '1' ; -------• -------• -------• ------------------------------------------------------------------------------------------------------ •------• -------- ------ -------- —— ------ ------ ---- ' ------ ------ ----�- --------------------------------- --1+' -----�' ii 2�; ;; is Mrs-� �', � 'I'''I - - N\ /,y N` -�Ip - - N`�. 111'1'1 '\ a' �I - - - - - - " - - - - - - - - - N - - - ;z 4\'P it- - - - - - - - i- - 1 11 i'1 ,=�r-- DETAIL "A" +1 4 G �— -- -------- -----� -- -- ----+ -- -t 11 _L ;; II 1� ----- --- ----- ---------------------------------- „ 1 — 1 11 9 6 +� ::: :'-::: ;-::::::::-::::::: :::. 1 ' 214E r 1111,1,1 �sr ;� ;; 02+0311=:---• ............. ............. ............................................................................ 11 DETAIL "A" �' �'1'; `� %' DETAIL "B" 'f 6 I I 1 �4 1 1 ..... .. ............................................................................................................................................................................................................ .•:............................................................................................ .... .... .........................................................,................... 11 -........ ............................................................................................................................................................................................................................. ......................................................... 1 t.,...... .................................................................................................................................................................................................................................................................................................. + 7 r- 1 • MAS 5A .... .:�:•::::::.�-::'::::::::•:. - +101 04 _ - - :::.:::: :. :::. .. .. .. .. .. M�..� 1 -.�7.11 a. ___. ___. - •• W�YWWIIIIIIi11YWY1WW11.�WWYWWIWWJYWYWWtY ..YWWWYIWWYW111111111YYWir YIW WhWY11Y11Y11YW111iWWW4Y�WWWWW.WW.rY YW.WI.IH.hYY1WiY1.YM1YW.YtW rY11LWYWiYiY1YYWJ.YIYYW O,F ....m s.....i.•-----n.sT.• .rmeml.: """'T•+i. .rn. '.7.--�rrr,T.'�-.---rmml: .rf:.�-m'...-7-.m. ".s -- -- .i�. ".R.•r.'sa." '�'.•.. ...m-msf.'T'--.....'i..n- !" 11 1 .. -- 7 ...... _ + 1 _ W 1 R - E R1W EX. 53C, 3 DLC EX. 53C, 4 DLC EX. 53C, 5 DLC ; ;'::::::: :::::.: :':.;: ;'': + ,--- --- , 1 r_ POLE AND EQUIPMENT SCHEDULE ':::': : :: : :: : - - =-- - �� -- -+-- PED PUSH --� SIGNAL STANDARD SIGNAL MOUNTING 7 POLE BUTTONS HPS i.I.S.N.S. PHASE DIAGRAM NO. DESCRIPTION SIGNAL LUMINAIRE POLO MAST ARM POLE ARROW LUMINAIRE LEGEND 4 '.. 1 g 8J8U P T 8J7L ( q MAST ARM MAST ARM VEHICLE VEHICLE EDES RIAN PJ I ; a en 14' ; 12' ;;� 1 ' 12' 14' NOTE: SPECIAL PROVISIONS FOR A 29-5-129 1 m 4.6m SV- -T 3-VAS SP-1-CS 4 �— 2 W F- 800 kN) —�- 1 ( (I 01 02 03 04 THIS WORK ARE ON FILE IN B - 4.sm SV-2-TA - SP-,-Cs 6 2 Ow - Z THE OFFICE OF THE CITY C 26-4-129 1 m 4.sm SV- -T N -5A SP-1-CS 6 �- 2 OW oo Il 115 TYPICAL 40 MASS SRM o= III Q _ INSTALLATION III ; 31 U ; i - ENGINEER. S_, TA LATION 12ETAIL II , D - 4.6m SV-2-TA - SP-1-C 8 —� 2 w a en i 1 11) r �. OLA ' E kE) AVE 8 -•�-- 29-5-129 1 m 4.6m - -T 3- AS SP-1-CS 2 OW -� r F --Ig - 4.6m SV-2-TA SP-1-CS 2 �� 2 W \� LB Q I 0o it ; ; 8J7U I E N II ; O 26-4-129 1 m 4.6m - -T -5A SP-1-CS 2 �- 2 W 114 . ;32' - ; N0. DESCRIPTION OF REVISION DATE ACCEPTED ED 1 + -2-TA - SP-1-CS '4' —� 2 W - 1 7' (E) = Existing (N) = New (M) Mofifty -- �g �8 �, �$ CITY OF RANCHO CUCAMONGA 1 + 31 L III I POLE AND EQUIPMENT REVISIONS III TRAFFIC SIGNAL MODIFICATION POLE A - Remove and jalvage existing pole mounted 06 signal head. Install new pole mounted 06+OLB signal head I `` h o * PERMISSIVE LEFT TURN MOVEMENT. WIRE CABINET III FOOTHILL per DETAIL A . Add a new tenon to existing most arm. Install new 06 signal head. Remove and salvage ( 1 E 3 I 1 ® L BOULEVARD p � TO ASSURE ANTI—BACKUP TO �3 & ��'. salvage existing I.I.S.N.S. Install new I.I.S.N.S. on horizontal most arm per detail in Special Provisions. � 0 1 Move EVP to most arm. M w A N D POLE B - Remove and salvage existing 1-A pole and equipment. Install new TYPE 15 pole and eqyuipment. w � i ;-- --------- - � M POLE C - Remove and salvage existing 7.6m mast arm and 4-section signal head. Install new 12.Zm most arm, new ; , `, ,'+`,- _ M A YT E N AVENUE 3-section 03 signal head. install new 08 signal head and EVPI on new most arm. Remove and salvage NY) salvage existing i.i.S.N.S. Install salvo ed i.I.S.N.S. on horizontal mast arm per detail in S ecial Provisions. 8J6U 8J6L III E • G 111 1 ROF SS/ APPROVED BY: DATE: POLED Remove and jalvage existing 02 and 46 signal heads. Install new 05 signal head and 06+OLB signal head e� ; Q per DETAIL A S• f/s F CITY ENGINEER .v R.C.E. 24953 POLE E - Remove and salvage existing 10.7m most arm, 02 signal head w/EVP and I.I.S.N.S. Install new 16.8m most W_ __ 1 �y � 'S 2 DESIGN RECOMMENDED arm and new 05 signal head. Move EVP to mast arm. Re-install existing 02 signal head, a new tenon and DISCONNECT LOOP �, LAWRENCE S. EISENHART an additional 02 signal head and EVP on new most arm. Install new I.I.S.N.S. on horizontal most arm per IN PULL BOX No. 13493 L.S.E. CONSULTING BNGIN88R detail in Special Provisions. Ex 3-31-05 POLE F - Remove and salvage existing 1-A pole, 1V-1-T mounting and 08 signal head. Install new TYPE 15 pole and * p• * DRAWN 2070 Locust Court SHEET luminaire on new foundation. San Bernardino, California 92404 Install new SV-2-TA mounting and .new 07 signal head. Re-install existing 08 signal head. L.S.E.CIVI ��P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 1 of 1 POLE G - Install new 12.7m most arm on existing pole, 04 signal head w/EVP, 07 signal head. Move EVP to most arm. OF CX%_ CHECKED DRAWINNo. install new I.I.S.N.S. on a horizontal most arm per detail in Special Provisions. J4- j /a� c� 0 - POLE H - No changes. NEthk 011NCE s. EIS R. .E 1349 DA 03/08/04 FILE NO. 03--11 BENCH MARK NO. 96—B AT THE NWC OF HAVEN AVENUE AND 19th ST.,44 FT. W. cl HAVEN do 83 FT. N. cl 19th ST., SET DRIVE PIN w/C.S. TAG IN TOP SEE DWG. N0. 1775—S AT THE E. END OF A HEAD WALL SHEET 3 OF 5 FOR 3-24" CMP—ELEV. 1430.68 c� Z I I a � U I C3 N ZZ— 'x SCALE: I � IW 17' 13 12' 14' 1 12' 11 300' 7 11 CROSSWALK � 2 7 2so ro CROSSWALK © '48 � R26S 6 861-20.1 J N : R26S 6 w41 8 * � EXIST. STRIPINGN R26S 6 O 100' Oak— _ R26S 6 J 00 Nm 50' 1 _ 150' N 0 — — — — _ — _ _ — - 1 _ — — — - — REMOVE EXIST. TURN ARROWS — - N 20' 112'114 2- 12' 1 i' 3 1 p' N � 1 1 6 R26S 4 1 NOTE: R26S SIGNS Tp 6 R26S � BE INSTALLED 6 R26S Z ON STREET LIGHT POLES, 6 R26S 3 m a 1 0 - MAYTEN AVENUE I ' Lu W CONSTRUCTION NOTES: 1 �1 F11 INSTALL 12" WHITE LIMIT UNE. w FOOTHILL BOULEVARD INSTALL 8" WHITE CHANNELIZING UNE PER CITY STD. NO. 133. 03 INSTALL 4" WHITE LANE UNE PER CITY STD. NO. 133. ® SEE DWG. NO. 1655-S INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. NO. 133. SHEET 9 OF 12 �5 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. NO. 133. © INSTALL SIGN AS SHOWN. 1, ? �7 INSTALL TYPE IV TURN ARROW AS SHOWN. Z U INSTALL PAVEMENT MARKING AS SHOWN. Q , c~n W ,` ❑9 INSTALL 12" YELLOW BARS ® 45' AND 20' O.C. ! 15 INSTALL 4" SOLID DOUBLE YELLOW RADIUS. �1 11 INSTALL 100' OF 8"X 3' WHITE LANE LINE PER CALTRANS DETAIL 37B. 1 � 5 R26S 6 TO BE INSTALLED g AS PART OF TRAFFIC EVTURE PRNATE SIGNAL PLAN 3 R265 6 DRAY s 826 6 6 NPE N-4 100 R26S 6 _ a O — _ N — - 7 6 R_1 5 C13 � 7 11 ' w — M — a 6S o U') 6 R2 S TO - W17 6 25°� SO R26s SIGN POLES. W L1GHT - Z _ R26S 861.19 50p BAR NOTE ON STREET Z J 6 a' DESCRIPTION o f REVISION DATE APPROVED U 6 R26S 306 OP BAR �, CITY of RANCHO CUCAMONGA Q SC x MAYTEN AVENUE , MAYTEN AVENUE SIGNING AND STRIPING PLAN CHURCH STREET APPROVED BY: r DATE:` le,.; CITY ENGINEER RCE: 24953 _ . DESIGN MADOLE &c ASSOCIATES. INC. RECO�A�uI DED CONSULTING CML ENGINEERS v f� No. 62183 N -4 AND LAND PLANNERS * Exp: 9-30-05 � DRAWN ' RANCHO CHURCH STREET.CA 91730 SHEET (909) 948- 311 A F8.C. 6 OF 6 62183 CHECKED RCE No DRAWING NO. DATE-1o '1Z'O FELE No 1940 - S PROJECT SHEET NO. J:1Mevten%tvets\st5.dwa.10/21/2003 07:15:35 AO BENCH MARK NO. 96—B AT THE NWC OF HAVEN AVENUE AND 19th ST.,44 FT. W. cl HAVEN do 83 FT. N. cl 19th ST., SET DRIVE PIN w/C.S. TAG IN TOP SEE DWG. N0. 1775—S AT THE E. END OF A HEAD WALL SHEET 3 OF 5 FOR 3-24" CMP—ELEV. 1430.68 c� Z I I a � U I C3 N ZZ— 'x SCALE: I � IW 17' 13 12' 14' 1 12' 11 300' 7 11 CROSSWALK � 2 7 2so ro CROSSWALK © '48 � R26S 6 861-20.1 J N : R26S 6 w41 8 * � EXIST. STRIPINGN R26S 6 O 100' Oak— _ R26S 6 J 00 Nm 50' 1 _ 150' N 0 — — — — _ — _ _ — - 1 _ — — — - — REMOVE EXIST. TURN ARROWS — - N 20' 112'114 2- 12' 1 i' 3 1 p' N � 1 1 6 R26S 4 1 NOTE: R26S SIGNS Tp 6 R26S � BE INSTALLED 6 R26S Z ON STREET LIGHT POLES, 6 R26S 3 m a 1 0 - MAYTEN AVENUE I ' Lu W CONSTRUCTION NOTES: 1 �1 F11 INSTALL 12" WHITE LIMIT UNE. w FOOTHILL BOULEVARD INSTALL 8" WHITE CHANNELIZING UNE PER CITY STD. NO. 133. 03 INSTALL 4" WHITE LANE UNE PER CITY STD. NO. 133. ® SEE DWG. NO. 1655-S INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. NO. 133. SHEET 9 OF 12 �5 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. NO. 133. © INSTALL SIGN AS SHOWN. 1, ? �7 INSTALL TYPE IV TURN ARROW AS SHOWN. Z U INSTALL PAVEMENT MARKING AS SHOWN. Q , c~n W ,` ❑9 INSTALL 12" YELLOW BARS ® 45' AND 20' O.C. ! 15 INSTALL 4" SOLID DOUBLE YELLOW RADIUS. �1 11 INSTALL 100' OF 8"X 3' WHITE LANE LINE PER CALTRANS DETAIL 37B. 1 � 5 R26S 6 TO BE INSTALLED g AS PART OF TRAFFIC EVTURE PRNATE SIGNAL PLAN 3 R265 6 DRAY s 826 6 6 NPE N-4 100 R26S 6 _ a O — _ N — - 7 6 R_1 5 C13 � 7 11 ' w — M — a 6S o U') 6 R2 S TO - W17 6 25°� SO R26s SIGN POLES. W L1GHT - Z _ R26S 861.19 50p BAR NOTE ON STREET Z J 6 a' DESCRIPTION o f REVISION DATE APPROVED U 6 R26S 306 OP BAR �, CITY of RANCHO CUCAMONGA Q SC x MAYTEN AVENUE , MAYTEN AVENUE SIGNING AND STRIPING PLAN CHURCH STREET APPROVED BY: r DATE:` le,.; CITY ENGINEER RCE: 24953 _ . DESIGN MADOLE &c ASSOCIATES. INC. RECO�A�uI DED CONSULTING CML ENGINEERS v f� No. 62183 N -4 AND LAND PLANNERS * Exp: 9-30-05 � DRAWN ' RANCHO CHURCH STREET.CA 91730 SHEET (909) 948- 311 A F8.C. 6 OF 6 62183 CHECKED RCE No DRAWING NO. DATE-1o '1Z'O FELE No 1940 - S PROJECT SHEET NO. J:1Mevten%tvets\st5.dwa.10/21/2003 07:15:35 AO