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HomeMy WebLinkAbout1842-S i Gy m 41- s N " 4- V N off. v 40 P 7- � S- '�. o was � '� '� '` ® � � � -t• � QJ 2Z I 40t I - 40 i 000 Pae n� c2`'�o li� , � =�' � �-�' � 3 `--------- e x�3�: �•���, t QRGH IBA1.0 AVE W`7 i t'e 5tr; � CHURCH ST 10 �3�2�� i 14 t '� t tg _ •� S ht a�o�`aca`w `j i a o a•z• 3 t5� � _ y.tlrt�1'� 5v s® 'A _' SP t�cc1 n y wVV w N Vq too' Q i dt9• e 0p t prQ d 5 c _ UT cf UT 9 �. ' p h P � ( s PI(G1 ffd vi RlW w_ w oM� � ci +10 in 0 ci 00 t. u► V c� Q 1G -® `� 0.1'x." v _ 4�iv ��. % S- 5 Glt M I'D cn ® �'".�, c.4•- „�,q' x U '4' "® 5�� I I ,, V '".(� --+ 0 N `r• 'b j1"� ` ,g .9 •F .� L �-k-• a f3 a3 4i cam. C7 Q.. -4� �i -r W -�- N L cL p� Q� .- = - d EE R t Cart T 'S►E E L E F "'f" v� -� � .f � � e. � a '�' .k. � c � � 4- .� 0. •y ccZ �n k 07 m ttl -}. S 11� ,� _ _ fs 40 10 1 iN-� C ON5TRUCTIO W No-mg P'rote,at *%n Flace., relocate rC jpa`In+ •or replace. a5 nee-e-55ary .. 2 gep`4 Ge x5rg • Q �rGe'� li�h� or ��pe( , 3 is a G.on8 u li Sit e8p �igrmt ardor lig h-�ir�� 5"�' • pate wi-�-h , �a u.�1 t�nc�.ere � , Artd founAafton ?er GAt•TRANG S+A. 5-(a$. L.urnitnatre, 106 cU'� +y Pe w t+VV photca eteckrtc Vn t-� 3 pa`n1' 4 g CITY wtj,ke Yie Iary-ow5 per GA1,TRANS SJ. 4-aDESCRIPTION REVISION AT APPROV ED Io5call s;reeta� � Luren5 Nt'SV �` S•G �, `Ca be aid fa mrw &M am& ft AM `&A 'g"'k I"'I'a Y 0 OF arm?A N C'n"'0% C'Umm C A mmm by -� lja developer^ , wet' Sandblca5+ all cantttc�tvnc� 'tp1�g, cn.�-� vrnarl�.tr\c3-s, T AC"C NO. 14875 1 A L'p AVE. 300' Glo CHURCH T- T. coo` ala ARGH15AL19AVE7. ��KLSS/ CHURCH SGL GIGNING4 GTiFiNG FLAN cm Q t1o.1705 APPROVEDBY* DATE: - 1 I civi DESIGNRECOMMENDED' OF Ch HR Eh91neer1n`3 knc • l q 1 al Ai t a 5 p rit e 5fie• A DRAWNSHEET Ri,ter Side, G,� 92 Sol AG ph.No.C`id9, (D84-e15'22 3 OF 3 CHECKED 17®5 DRAWING N0. R.C.E. No See 5�r� e•� C'lan5-dor aree� e•ta'�15. G T Y DATE t'2-� •ov FILE No INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE * IF X = 10' USE THESE DIMENSIONS ** IF X „ ' USE THIS DIMENSION GENERAL NOTES WITH OTHER X DIMENSIONS O \jDfCROSSWALK 1. Traffic signal and hi hw safe li htin systems per CALTRANS Standard Plans and DOUBLE YELLOW STRIPE STRIPE E.C.R I Standardg g g y Specifications dated July �992, as shown on the plans and in the Special OR MEDIAN CURB FACE OR Provisions. LIMIT LINE �* 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic FIVE SECTION ^ 2,** O Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends O 3 P 9 SIGNAL HEAD to city stencils. Reflectorize all signs, stripes and legends. THREE SECTION SIGNAL HEAD ,,G "B" _"B" 3. Pavement markers and painting procedures for striping per Standard Specifications for X* REFER TO PLAN FOR REMAINING LOOPS 5?* Public Works Construction, latest edition. O ,4Locate all substructures prior �' obstructions. Coordinatepole t nstall ti ns I with ovaerhe Id utility foundations orsubstru�lctru er of LEFT TURN LANE 3'* owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from -f- —8" WHITE TURNING LANE LINE a search of available records. The Contractor shall conduct his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities qfCOMPARTMENT X-6 m or substructures that are not shown on these plans. 2 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final POLE LOCATION CODE placement. Perform preliminary striping layout prior to loop detector layout. FIVE SECTION SIGNAL HEAD 10' -- - - - - 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as 6 (EXACT LOCATION BY ENGINEER IN THE FIELD) shown. MOUNTING DETAIL 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated sins (one 15 amp metered), and safety lighting (one 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and X-6' scheduling well in advance of need. INSIDE THRU LANE 2 —� —4" LANE LINE OR 8" TURNING LANE LINE { 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the Contractor's responsibility to provide the correct conductors required for the NOTE: NOTE: 3' intended operation. ALL SECTIONS 12" ALL SECTIONS 12" NOTE: ® ALL SECTIONS 12" p) 10' 6' NOTE: O � Or ALL SECTIONS 12" » ST 3 2" G Y CG). R OUTSIDE THRU LANE I 16 Y2 8"U C—61C > » 4,� A 4. <q CSA 1 ALL DIMENSIONS TO q OF STRIPE -� 043UTILITY COMPANY TEL. NO. 14 (01 1 CK�43 ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 „ „ „ „ „ „ MAS-5A LOOP DETECTOR PLACEMENT PAC PHONE - I CORPORATION (909) 608-1230 - PACIFICFIC TELEPHONE COMPANY (800) 227-2600 DETAIL A DETAIL B DETAIL C _ WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 YA,GA = 01 , 03, 055 or 07 REFER TO PLAN FOR DISTANCE R,Y,G = 02, 04, 06 or 08 I. I. S . N. S. LEGEND DETAIL SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 SIGNAL DISPLAYS TO ADVANCE DETECTORS UNDERGROUND SERVICE ALERT (800) 227-2600 SINGLE INPUT REMOVABLE EMERGENCY VEHICLE STEEL CAP .ylip � � � PREEMPTION DETECTOR W-0" JIMM ARM LENGTH / 60" 24" L� L1 O 1 1/2- TO 3/4-9, _, SEE " 48" / SIGN TAB REDUCER DETAIL IND EX OF SHEETS PELCO AB-0155-L 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS OR AB-0132-L ST2 OF 2 TRAFFIC SIGNAL PLAN " Church t 8 COUPLING FOR Archibald Avenue and Church Street 5600 SIGN WIRING NIPPLE & < MAST ARM CONNECTORS L 6'-0" BY OTHERS) OR I 6" 8'-0" NOTE: LB CONDULET, STO CABLE HANGING HARDWARE & SIGN BY OTHERS Q AVQ#A nSHER + _ HIGHLAND A-Vf MUDLER CT — KEM"ON AVE i ARM TUBE SIZE GENERAL NOTES sILVERBERRY sTREEr r LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECT ICA IONS /I i1 r SHA Steel of 48,000 psi minimum yield after fabrication r��'++ + +� vaCMW P L�wE 8'-0" 2 3/8" x 3 1 2" x 11 GA. Y MAST ARM '� 5 BASE PLATES ASTM A-35 Steel ASTM A-36 Steel ] ] 110 �1suGrft GM 4 do FLANGES MOUNTING CLAMP FOR BACK CLAMP IPE ASTM A-36--5 rade B Steel W/4 BOLTS MATERIAL SPECIFICATIONS BASE LINE-- - - - - - - --- - - (ASTM A-307) BUTT WELDS Ground flush with base metal ' ° NOTE: SPECIAL PROVISIONS F O R EVP OPTICAL DETECTOR LONGITUDINAL All welds shall conform to AWS D1.1 weld SIGNAL POLE WELDS specifacation < -- y THIS WORK ARE ON FILE IN DIAMETER AT TNI H AINMLER 24' ABOVE ----Y--------- AVENUE THE OFFICE OF THE CITY AVENUE FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123 si � �f ENGINEER. HA WARE Hot dip galvanized per ASTM A-15 M _ I------- FILE: TRACT DESIGN CRITERIA 66 mmfuI�OOT}IILL - BOULEVARD MAP NO. 14875 EXIST. C & G 1- STRUCTURE & In accordance with the Specification for Structural Signs, Luminares and HARDWARE Supports of Hi�hway4 < - -----Tr Traffic Signals. AASHTO -- 1994 Q AR" ROUTE > EXIST. C & G Z WELDING In accordance with the Specification for Structural �. 0 POR" � � ,� 1 �� 1 1/2" DIA. Supports of Highwa Signs, Luminares and �., - 'S Om, R CAB. - y w R 3 2 DEBURRED Traffic Signals. AASHTO 1994 N0. DESCRIPTION OF REVISION DATE ACC= Lo PAD CAB. �4„ SIGNAL POLE HOLE CLAMPIN _ ° PAD Z o ° o 0 6 DIA. HOLE IN CITY OF RANCHO CUCAMONGA G 3" CLAMP SUPPLIED VARIESo 8 WITH A TYPE "F" L ARM 6M STREET 3" D TRAFFI 0 16UNC BLUNT /j C S IGNAL 10 8 _ + POINT TAPPING 3" PLAN SECTION SCREW (PILOT HOLE RAD. (HOLD) ELECTRICAL DETAILS FIELD AS REQ'D. TO BE F _ DRILLED) ' �WGROMMET 4 � ARCHIBALD AVENUE AND 3" racy � NOTCH OR DRILL 1" DIA. HOLE — RAID. 1" — �" FOR DRAINAGE W/ GROMMET 2 R CH R U CH STREET I 6DIA.(FIED DRILLED)TYPE � � CABINET FOUNDATION AND DRILL ESS , MP QR4T � APPROVED BY: DATE: — - - - - - -- - CLAMP DETAIL SIGN TAB DETAIL TRAFFIC SIGNAL LOCATION PAD DETAIL ////////////////// ���°��E S• F/sFti��� CITY ENGINEER � � .� R.C.E. 24953 LOCATION MAP Q� DESIGN L.S.E. LAWRENCE S. EISENHART RECOMMENDED No. 13493 CONSULTING ENGINEER HORIZONTAL I. I. S . N. S . MAST ARM_ Exp. 3-31-05 OT TO SCALE DRAWN 2070 Locust Court SHEET San Bernardino, California 92404 1 2 SJ�l� Cf�t� �P L.S.E. Tel: 909) 864-5406 Fax: (909) 864-5047 OF CASE CHECKED DRAWING NO. g - S LAWRENCE S. EISENHART R.C.E. 13493 DATE 10/29/U3 FILE No. 03-10 CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH A.W.G. SIZE PHASE POLE OR CONDUIT RUNS POLE DIMENSIONS HPS I.I.S.N.S. OR III II BUTTONS Z2\ DESCRIPTION C B E POLE MAST ARM POLE ARROW LUMINAIRE LEGEND CABLE SIZE NO. CIRCUIT Q � Q A jzk� A7 � NO MAST ARM MAST ARM " " " " " VEHICLE VEHICLE PEDESTRIAN 0 C 1 1 1 1 1 N 1. ...: I _ _ II. . . .. I A 17-2-70 20' 12' 2.5' - 4' SV-1 -T MAS SP-1-T 4 f— 250W Archibald O 6P POLE OA 1 1 1 1 1 N 0 12 4 r r - - - - _ N POLE 8 1 1 1 1 1 1 I 3 OB 1 -A 2.5' 0 TV- SP-1-T 6 - 4P 6 O 1 1 1 1 1 1 - _ -� - - - - WS - D D - -�o OC 26 4 70 45' 15' 9' 10' SV-1-T T _ SP-1-T 6 �— 250W Church I U CSP POLE OC 1 1 1 1 W = E �: . : 1 D 1 -A - - 2.5' 8' - TV-1 -T - SP-1-T 8 - C 6 I I "' ' II : 1 1 1 /00 'r' E 19-3-70 25' 12' 2.5' - 9' SV-1-T MAS SP-1-T 8 �— 200W(N) Archibald T C �6P 8 POLE DO N 1 1 1 0 1 1 i OF 15(N) - 15'(N) 3' 10' - SV-2-TA(N) - SP-1-CS(N) 2 —�- 20OW(N) - R � 2P POLE OE 1 1 S G 24-4-70 35' 15' 2.5' - 0 SV-1-T MAS MAS_ SP-1-T 2 f 250W Church S C gp ' POLE OF 1 1 SCALE 1"=2 0' , 3 H 1 -A - - 2.5' 0 - TV-1 -T - SP-1-T 4 —�- - - T 4, 1 1 4P POLE G 1 1 1 10 0 5 10 20 40 36 36' 1 (N)=NEW POLE 3 0 1 LAW 1W Armw R POLE S ZP O 1 1 1 1 1 TOTAL CABLES 12C/3C 1 2 3 4 6 Ll 2 82 3 4 6 2 8 J CONSTRUCTION NOTES 12 I.I.S.N.S. - 2 2 2 2 2 2 - I 1 10 LUMINAIRES - 2 2 2 2 2 2 02 DEI ECIOR 4 4 4 4 — Q I r ❑t Furnish and install 8 phase NEMA Type "90" controller assembly with 03 DETECTOR 2 2 .0 18 12 1 12 18 detector sensors, and auxillar equipment in a Type R cabinet. TYPE 04 DETECTOR 2 2 2 2 2 2 I �' -�� Construct foundation and pad r heet 1 of 2.yp See Special Provisions. 4 4 Exact location to be determined by the Engineer. P C 06 DETECTOR z D.L.C. 07 DETECTOR 2 2 2 2 2 2 w T ` ;r -J ; ; ❑2 — Furnish and install TYPE III-BF Service Equipment Enclosure with one 08 DETECTOR 2 2 t" ` 50A-IP circuit breaker for metered signals, one 30A-IP circuit breaker _ for unmetered li htin and one 15A-IP circuit breaker for metered TOTAL D.L.C. 4 4 8 8 12 - 4 16 � i� _, ,r I 9 ' EXISTING P.P. 514320E I.I.S.N.S. See Special Provisions and City Standard 407. EVP CABLE - 1 1 2 2 1 1 4 ;�, ;x # ( ) ( ) ) -- Ky 1 TYPE E 120/240 v SIGNAL & LIGHTING 3❑ — Furnish and install single in ut EVP Optical Detector on signal most arm E E (E p 2.5 3.5 S per detail on SHEET 1 OF 2. Phases shall be as shown on the plan. CONDUIT SIZE (IN.) 2.5 2 2 3.5 3.5 3.5 3.5 2-3 1 2-N--04 r--,i i 4 Furnish and install 2" conduit parallel to existingconduit. (N) (N) (N) (N) (N) (N) (N) ;;': I I I 3 E{ Remove and dispose of all existing conductors, detector lead-in cables and J ❑5 — Remove existing pull box. Furnish and install new #6 pull box. conductors. Install all new signal cables, detector lead-in cables, and g conductors as shown on the CONDUCTOR SCHEDULE. _! C 6 S - - _: EX 1 C ADD n EX. E.P. 1 NEW DLC A 103+ It --_ _- �' RIW 0 P t.. I - ........... - _ ---- — —- - _._: -: _ .. ... . - _ -- -- -- -- _ r II ''03+ 8 I • +i-� - _ J--- -—-—- —- - - - - - - - - --- -- -- �6 — — — — 4 2 l iii I i I I� `VI N , , dO -------------------------- ---- - - - -- ---------------------- ---- - ----- -------------------- ---------------------- -------------- - ,• -;C-0-d4- ------------ --- •--------------- ------ ----- --- -- ------- ------ ----------- T----- -------------------- -------------------- -------------------- -------------------- -------------------s- - ----- TO ----------------------------------4-�-�2------------------ ------ I ----.._ Fi - � � � i -- c ' c - c - 220 „ - ------------ ------ --- ------------__-------- _-------------- - -_ - --- ----- ------ --- -- - t ., �6 110 12 13 C H U RC� H- ---------------- ----------- - R- --------- - ------- --- - - , I I - , I , I , - - - - - -- --- - __- r - - - - - - I, „ II N r N r Y -- r — I ` I X225 TO ` I I I ; JOINT TRENCH --i BCR 2 3"C, 3#6 (SCE S1c�VICE) - -- ----------------- -- ` --- -- ---------- ------ ----------- ----- --------------------- ---------------------- ---------------- - - :\ W - W - - - W - W - W I --id --- ----- ------------ ------- ----�---------- ---- ------ -- -- ---FF yV --FF - t W W - --- W -------------------- -------------------- -- ------------------ ----- - ------------ -------------------- W -------------------- --- --- ------ - ------------ ------------------- r- ------------- -- 1 • I �! _ __ � 3 W Pr rl7 -- r l — _ — _ _ —_ _ _ _ _ _ _ _ _ _— ————_ _ _ _ _ _ _________________ _______ _____ ___ __. ___ _ ___________ ______ ______ -__________ _____- ______________________ -_____ ________ _____________________. ____________________- ._ _ ________ _ I I 1 J. J... :_- - w - w - w -- -------------------- --- -- ------------------w _ . . ... .. .._.. _ . _ _..... -_ - _- �� } - w .... . ... . . _.. ..._ . . . DET. C ....... .. . . .. .... ... . . ...... .......... f� 04 7 n T n r t 1 i ...................................................................................... y H _ a- _ _ �+,, f /, .. r �. YR 1 . .y 1 ...... ...... .... .... ........ ....... 04+0 E X. 1 "C, ADD wwww>►'w,ww,w w — w wwwwe,..w...,..r..Mwrrr...,'+.,w,,.,l w..,......w w w,ww'_�...,.,..it w+wlw+w wrrr>wr w iwwlMw,e'w w wwiww w wwwwr�.ww,w,.,.wa,i:w 1 NEW DLC 3 - - = _ t, - -- -- - -- -- -- -- - `- R/ II I _ 5 i 1 2 Q rn 5 INSTALL 2"C & PULL ROPE c i ii I_i _ _ _ _ _ j 4 " _ - - - 2"C, 2 6 SERVICE) FOR FUTURE INTERCONNECT + "' i ; - S TO TRACT BOUNDARY O "I I 1 8 G.F.C.I. 4 _ m 1 ' I� _ y�1IIII�o- 1::'::':':': 5 2"C 2110 i U I' 2-5-08 212 �LIGHTING) I.I.S.N.S.) Q� 1 :`': cn , 1 O I I SII I III I Ni I' I i I I' DETECTOR SCHEDULE PHASE DIAGRAM SENSOR CONTROLLER LOOP PER - DETECTOR I I 1 NO. CHANNEL INPUT CHANNEL ;�, 3 1 NOTE: SPECIAL PROVISIONS FOR 1 1 1 -W-02 2 1 I I i I 00 I 01 02 03 04 THIS WORK ARE ON FILE IN �� Qo 2 1 —S-03 3 1 , : ( THE OFFICE OF THE CITY 1.'::: :: I I ' ' "fj �-- 4 ENGINEER 1 1 -N-�4 4 2 1 �Z NOT . 2 2 1 -E -06 6 1 I ' . ( r, 1 USED FILE: TRACT MAP NO. 14875 1 1 -N-07 7 1 �J 1 w 3 2 1 -S-08 8 2 ?? I 18' 1�' �; 1 � 12' 18' 1 e 1 2-W-02 10 2 4 2 2-S-03 11 3 36' " I ' ' 36' I NOT W USED 1 2-N-04 12 4 i o w Q 6----© ® NO. DESCRIPTION OF REVISION DATE CITY 5 2 2-E-06 14 4 �' 3 �zoz 05 06 07 08 6 1 2-N-07 15 3 JUO CITY OF RANCHO CUCAMONGA 2 2-S-08 16 4 z� 1 3-W-o2 18 1 ! o �W� * = PERMISSIVE LEFT TURN MOVEMENT. INSTALL TRAFFIC SIGNAL MODIFICATION ' - a✓C JUMPERS IN CONTROLLER ASSEMBLY FOR ASSURED 2 3-E-�6 22 1 I I �nm I J�o ANTI-BACKUP TO PHASES 3 & 7. ARCHIBALD AVENUE 1 4-W-02 26 3 __ r, ' Q� AND 8 2 4-E-�6 30 3 31 _— � _ i_—�_— LJ I I I 11 zo s* 1 EVP 06 EVP 3 _ -,_S_� ( CHURCH STREET 2 EVP 02 EVP 4QROFESSI APPROVED BY: ; DATE: 1 EVP 04 & 08 EVP 5 S EBF CITY ENGINEER f�' ` / R.C.E. 24953 10* 2 EVP 04 & 08 EVP 6 DESIGN LAWRENCE S. EISENHART RECO MMEN ED { � I ,. L.S.E. * EVP DISCRIMINATOR TRACT BOUNDARY Expo3t34905 * DRAWN CONSULTING SENGINEER SHEET STA. 7+03.17 San Bernardino, California 92404 2 2 slgT£ �'CAL�F \P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 of CHECKED DRAWING N0. WRENCE S. EISENHART R.C.E. 13493 DAT d J 10/29/03 FILE NCI_ 03- 100