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.1 GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, OR 6 FOOT DIAMETER EXCEPT AS NOTED. AND STANDARD SPECIFICATIONS DATED JANUARY, 1992, AS SHOWN ON THE PLANS AND IN CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS. CASE 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL • "P" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI- EXCEPT AS SHOWN. SECTION $o t OF DOUBLE YELLOW LINE CATIONS. TRAFFIC MANUAL. MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS ' ---_- -=--_-- - (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "P" CAB. ° o LEFT TURN LANE _ N 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 30 15 lot FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION AND LATEST AMENDMENT(S). IN ADVANCE OF NEED. 0 * 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION IFo CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED t 8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- THRU LANE Q STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS 2' J SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE Q SOUTHERN CALIFORNIA EDISON CO. UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT 10' N v ARE NOT SHOWN ON THESE PLANS. (CONTACT DAVID QUEZADA) �800 909) 357-6581 SOUTHERN CALIFORNIA GAS CO. 422-4133 CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. ZO 0) 422-4133 "P". TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 422-4133 SECTION CAB 0 t 4" LANE LINE - LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 _ (WATER AND SEWER) / S ALK ° rn ; , THRU LANE -tO Z UNDERGROUND SERVICE ALERT (800) 422-4133 "P" CAB: J SIDEWALK 0 10' F— PLAN SECTION IF o 4 LANE LINE OR 8" ;� Q O TURNING LANE LINE 3 w ,-CURB 2 EXIST. C & G N THRU OR RIGHT 10' � E.C.R. `'41 TURN LANE v = Y " w AC SE 3 2' " � ST 3 ff "P" CAB. "P". = 5' cn O SECTION t CAB 00 t w � � 6�ff ff SIDEWALK _� TOP OF CURB FACE j 2 ° G "B" —"B" 1� f f VA� R�ES _I O 10400 14 0 /L r � rV PLAN SECTION 8" U C - 6 " LC m TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) — - - -— TO ADVANCE DETECTORS PLANS FOR THE MODIFICATION OF TRAFFIC SIGNALS SAFETY LIGHTING , SIGNING AND STRIPING FOR TRACT 15727 VICINITY MAP SHEET INDEX No. REVISION APPR. DATE ARROW ROUTE w w w 1. Title Sheet CITY OF RANCHO- - CUCAMONGA > > > 2. Traffic Signal Plan/4th St. and Archibald Ave. Q Q Q 3. Striping and Signing Plan/4th St. oFESS� TRAFFIC SIGNAL MODIFICATION AT '0 5 PR, °Nq� �Cl FOURTH STREET & ARCHIBALD AVE. y 3 p o 4 W No. 1682e rn AND SIGNING AND STRIPING FOR 4tH STREET SI XTH ST Q �, EXP. s/3o/o1 TRACT 15727 PHASE 3 a� z YQ - 0 1rf °F CA1.\F GENERAL INFORMATION AND DETAILS Q Q = � 0� C) �Q' APF Ru�'ED B � / L,ATE 990920TI �--��- - > J y`o Q W = CITY ENGINEER R.C.E. r�0. 24953 w �� O INCDE�i�N -E MMENuEu FOURTH cr7ro Ncx cuc o 'GA = STREET P I'pmrA TRHHC RLM/SOMMERS �Ar!S _ (STOP) A TRAFFIC AND TRANSPORTATION ENGINEERING CIIYOFO,'�'1:9XIC? ---- - — `� DRAWN SHEET 77 SOUTr/ �'OINT� OR/VE SUS rE �9C L Avt/NA H/LL S CA. 9�653 �949; 460-0110 RLM 1 of 3 SHEET 3 SHEET 2 2.3� NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE CHECKED DRAWING NO. IN THE OFFICE OF THE CITY ENGINEER. W£S ri�iV S PR LE RCE 16878 � ATE Wailant Systems 9116) Proposed ALPR Camera Installation for I DETECTOR SCHEDULE CONDUCTOR TABLE I-N-04 PoLf SCHEDULE R ACK Rancho Cucamonaa PD RUNS STAND�RD LUM IN AIREI I.I.S.N,S, 1 SIGNAL MOUNI'ING PE ZBIKE PB !LOCATION S ip I _hL(��H , JAR,RO W,I,,E I B C I AWG CIRCUIT SENSORLICHANN, POSITION DETECTOR N A.LUM. k HPSV I LEG VEHICLE 1 PED 2H REMARK '11 'Al jjj� i �J�L9 r Archibald Northbound) & 4th Street TYPE _tSl END ............... 7"' ZA�28 A 1 3 1 0- A4 MAS SV-.!-T SP-i-T LOCATE POLE DRIVEWAY 9-5-80 50' 200 W Archibofd MAS 12 .30 15' 4(N) -moil— 3 E, 6 1 2 2-5-08 T I (N) (N) (M) IN FIELD .3 3 4 (N) (N) 2ec(N) (N) R) 3 15, 200 W -TA SP-l-Tj 6(N 2 15 SV-2 03 3 3 3 2 2 1 2-S-03 (N) 30' (N) (N) (N) (R) 4 12' 3' 2 3 3 3 3 50' - 7 1 1 W-02 3 29-5-80 30' 15' 200 W Fourth Vw(E) MAS 26a SV-1-T Sp-i-cs 6 12' 3� 6 3 3 1/2" C/1-DLC-,,1,.,_', ��AB - 3 3 6 6 2 8 2-W-02 4 15 SV-2-T 1SP-1-cs 3 3 3 3 1 5 1 FUT, 3-W-02 x 30' 15' 200 W 12' 3' 3 - 3 4 2 6 FUT� 4-W-02 R/W 26-4-80 30' 45' 15' 200 W Archbold Ave MAS MAS SV-1-T SP--1 T 8 2' 3' 2 2 2 4 4 4 1 1 I-W-05 # 07 R.T. OVERLAP 1 -4-- -0 1 t 2 1 2 4 4. 4 _�5Rr C)W.,Rl,.AP 2 5 2 1 -05 r 1 I-A 10, TV-I_T SP-1 T 12 W 2 21 2 2 2 L 1-N 071 3 3- 14 9 W_05 4 4 1 V 04 PED 2 1 2 2 1 2 2 4 T 2 6 2 10 I-N-04 30' -a— 2 4 EXIST, 1'C, 26-4-80 45 15' 250 W Fourth St MAS MAS SV-1-T SP-1 I 2 4 4 1 15 2-N-04 08 PED 2 2 2 4 4 4 7 1-A TV-1-7 SP-1-T 4 3' '-p7p—9 - 2 16 3-N-04 10, 02 2 2 2 2 2 (A) L --�-4 ppB 2 2 2 13 UJI I Northbound-Archibald @ 4th Street 4 1) U (N) 13 3' 2 4 2 8 POST 06 pps 2 14 2-N-07 New Cameras to be located on the horizontal mast 17' 12' 2 12' 1 1 2*� 08 ppB 1 2 2 2 1 19 1 z arm o raffic signal,p 02 BIKE P8 1 1 9 NEW CURB 46'� ft t he t ple 1. ALL EQUIPMENT IS EXISTING EXCEP � WHERE SHOWN: (N)= NEW, (R)= RELOCATE EXISTING, (M)- MMFY� U, E 2 20 1 2 --�6 W g4 BIKE PF3 1 ALL NEW VEHICLE INDICATIONS SHALL BE '12". E-06 06 BIKE P8 > 3. POLE 1. USE STRAIGHT LUMINAIRE ARM. LOCATE POLE IN FIELD TO CLEAR GAS LINE, 10 2 18 _L8 BIKE PB A. REPLACE I.I.S.N.S. ON POLE 1 WITH NEW CITY STD. SIGN ON HORIZONTAL SIGN ARM- CONTACT CITY FOR BLOCK NUMBER. 21 --E-01 1 1 1 2 2 2 2 22 2-E-ql PPB CONMON 717 SPARES 1 3 3 6 8 1 23 3-E-01 11 EXtT, OP COM EXIST, MONUMENT V ITOTALS 2 6 33 32 1 24 1 15 75 75 75 12 - _12 2 SPARE DEtCT WALL 3 1 3 1 �1+�5 cip-PICOM , DETAIL M I i 0� I L"'E't C,I OR I Z"o EXIST, MONUMENT 2-NT-04. 12-NL-g7i 120V Power Reguirement: I nstall (3) new#12 TH H N 04 4_ft4� 4 13 A 02 DETEC"TOR 4 2 7_05 OPTICOM conductors from the existing electrical service _1� ___L I _0 2 WALL TOR 2 2 2 2 2 1 1 A 3�13 \4C DETEC, 1 03 _�61 SER E d +OB OPTICOM I pedestal through the existing traffic signal con uit qE - - - - I I y 9- 1__ 3 __ 3__ _ 3 FEED 2"C. 2#8 system. Prc 14 tect in place existing cc nduit and DLC 2 OPTICOM ,05 DETECTOR 3 3 3 3 1 - 3 3 3 PO:IN T 4 -4 conductors. Install and label new 20A single-pole W-3Z 6 1�i�TOR �� 9 10 circu _TO'R ------- 2 2 2 DETEC 2 2 it breaker for the ALPR circuit EXIST. R261S) g8 DE FEC I OR - 2 2 - 2 2' 1 2 FAST, 2* C/INSTALL V POTHOLE V (�4) 7 7 11 11 , 1, 5 1 .5 1 0— 22 1 22 1 23 j LC� TO GOLDEN OAK 9) 8 TOTAL CABLES 0 4 WITHOUT BREAKS GAS LINE DiViNAIRIE 2 j 2 1 2_ 1 4 1 Z 2'C. 4#10. 2#12 # SIGNAL COMMON 1 2) 2 �EXIST. R73-2 E EXIST, 1'C/1-DLc 4 I cb 3 3__L 6 6 2 j 6 10 OTAL 3 3 T 051 5 F7 .4 1 -DLC C6 2-C/3#8 of_- 2 4-E-06 12 P� #19 11 DETAIL "A' I L 06 ........... o E-Lz�—' ' S I,-,S. 2 2 C DETAIL "A" �b S L R Vl,�L E \\3-E-06 .-ONDUIT SiZE. 2' E'_ (E) (F' 'E) �E) �N� 1N) f E' (E) (E) ISk =CONNECT TC) BICYCLE INPUT T AB L -1 CN FOURTH STREET INSTALL R73-5 250' TO CROSSWALK ....... ......... R73 3-E-01 E4 Cc�o"�V (—gf, p. o� pppI�N p qpL/) Ak 5'K6' Ln 2-W ,,C ----------- -------------- _0 2-E--ol 5'X6 1 AK 54" 0 _W_ A i i fby � R73-2 4 INSTALL 250' 10 CRDSSK1':i1' V Cj 02 _00 02+05L�j—,b,_ N A L �_T _P1 R73 -2 ------ INSTALL R73-S D5 DETAIL 'A" 04+95 04 A 07 y 7 02P EB] EXIST 1" C/1-DLC LEAVE 2-DLC*S COILED l'C\l-DLC -4L ZA IN PULLBOX r- 60 L L -1 -oil I L-0 2- S 08 PHASE DIAGRAM CONSTRUCTION NOTES .j TING T -P' CABINET. Lj YPE 90 CONTROLLER ASSEMBLY IN A TYPF E:XIS < L21-- EXISTINkC 120/240 VOLT TYPE III-BF SERVICE. 11C REMOVE AND SALVAGE 26-4-80 POLE. REMOVE FOUNDA11ON COMPLETE. REUSE ALL HEADS AND MOUNTING'S AND I.I.S.N.S. i B'� 12' 1 12-1 T18, r= REMOTE AND SALVAGE 1-A 10' POLE AND HARDWARE COMPLETE. REMOVE T_yPE 5 6 7 FOUNDATION COMPLETE, INSTALL 15 POLE, LUMINAIRE, VEHICLE HEADS 0.L. 0 L. AND IMOUNTINGS. RELOCATE PED HEAD AND PPB, ADD NEW BPB, A Q2 -do-- r___7 f i ll L_J N TICAL DETECTOR WITH PHASES AS SHOWN, L?J-- INSTALL DPTICOM ODEL 711 OP I A Ill-S-03: INSTALL ALPR CAMEF9S AND RELATED 17 10/13/161 V FQUIPMENT CITY 36 Il I 36' NO. DESCRIPTION OF REVISION DAn APPROVED DETAIL I 5d' 50' t� 11 ------ CITY OF RANCHO CUCAMONGA 1 /2 0 1 2 i iiiia —1"C/1-DLC TRAFFIC SIGNAL MODIFICATION PLAN 3 inches inc: drawing x 1 on orig 0 FOURTH STREET SCALE- 1 =20' and 0 0 I t I ARCHIBALD AVENUE APPROvED B I UATE� a- CITY' PsIGINEER/ R�(,.E' 24953 APPROVED: CITY OF ONTARIO _1E_'>t'N -AN PP F LR��L' R F V M E N E E NOTE.' Underground Service Alert L L_ RLM �jA& SPECIAL PROVSIONS FOR I NAFIC Call: TOLL FREE.' Ll��L AIN MW%mmman armwx 1-SLOS THIS WORK ARIE ON FILE 1-800 2 OF E OFFICE OF THE 422-4133 NG �AWI N c.E, 4, 16828 1 N TH: CITY ENGINEER . TWO *7-KINC DAYS WCRE YOV Z4C AITY ENGINEER DATE DATE, FILE No 990920 M AS _ S A tveM A T Ll 27 J5 G;� <�z 14 14 z z 14 14 0 � � FOURTH ST. _ � K Of In I I I I 1 Iw v DRIVEWAY 12' h1' 1 ON 1h' 11� 11' Of p „ R18-17 ARCHIBALD AVE. I I I x T 200 L.F. >� >� 5 13 w w w w EX R26(S) EX W41 'C-E---� i i i Z 11Rl 8-1 ON POLE00 -------- —————— -- -- — -- -- -- — — -- -- -- -- -- -- -- 5 N N - -- 19 -------- O ———————————————————--—————————————————————— -- ——————— z------- 7___-------- Q I CV CV • V I I V { I CD is I I � 71 ALL LANES LL. I N 1 1 Q, 1 N 1 1 1 1 250' TAPER 50: 1 o I I FOURTH STREET V EXIST. R26(S) EXIST. R26(S) 5' OFFSET TYPE VI 8 V O + JOIN 00 R26(S) RL M U- -- -- -- -- -- -- -- -- -- -- -- -- -- . ---j -- TX Q - CQ UCQNG ------ - —-- _------ -- --—-------- ---------------- - ----- 3 W (n O ---------------------------------------------- - N - _ JOIN Ld m -- _ Il J � i W W - � 3 = w EXIST. W41 F U EXIST. R26(S) "SIGNAL AHEAD" 1 6 EXIST. R26(S)/ EXIST. "BUS STOP" SIGN 2 e°' 7 300' TAPER - 50:1 - 6' OFFSET a (TWO WAY LEFT & LANE LINE) z 1 EASTBOUND LANE LINE � & SOUTH SIDE OF TWO—WAY LEFT w m REPAINT ALL EXISTING STRIPING NOT REMOVED TO "SIGNAL" LEGEND �1 EXIST. STRIPING ARCHIBALD AVE. AS NECESSARY I 41 TO RL NEW WSIGNAL" 7 "50" 11 R2-50 RS R2-55 1 I I z MARKING INSTALL "AHEAD" AT 500' FROM 2 e° 1 ALL LANE LINES 1 I I x X-WALK AND "SIGNAL" 50' BEYOND "BIKE LANE" 1 N I 200 TAPER - 50:1 - 4 OFFSET w 250' TAPER 50:1 /5' OFFSET 220' P ec ARROW I - I 1 EX. R26(S) & R18-1 EX. R26(S) EX. R26(S) & R18-1 p \ 7 "SIGNAL AHEAD" WESTBOUND LANES RS R26(S) RS R26(S) 'BUS STOP"RL R S) U — — 2 LANES i 7 TYPE VI T 1 I I N _ °D TYPE VI 7 �S RL - i p S N 6 __ ____---- � 4 '�,�---� 5 EX. w41 _ _ 350 _ pry ——--- ------ -- ---- —- -------—------------- --- _ -- - --- -- --------- -------- -------- ---- ------ - - --- St —100' TAPED -- --- --- ————————— — -- -------- _ 1 - �o- �oEK - - T--4- ----- - 5 --- - - - - �,�- - __ --_- - ——— ——— / - Q--- ------ ---------=---- CITY OF RANCHO CUCAMONGA I cn 12 5 -: N 130+00 240+00 241+00 Q 2r2}d ' , ` �•� �� "(�� z+e+oo z4�+oo z+e+oo r _ s+a+oo. O — - :__ ------- ----- m Z 120' OPEN 5 -- -----2 G!--08C-.KFT - ---� I 5 --=--- w_ __ --------------- -- ---- - -- - PAINT 1y ----- ------- CITY OF ONTARIO Q i I - - In 45° --- SOLID YELLO _l -- - -- _ -- _ - -- - ---_ _ --- --- 100'----r--- I ---- ---- �- --- --- --- - - -- --- --- --- - - --- W = 10 I 9 1 1 BEGIN 10 'CO F TAPER 6 1 `� N Q - - - - EXIST. R26(S)/W41 161 Li EXIST. R26(S) 4 \ EXIST. R35 300' TAPER L < I I 1 1 250' LANE LINE TAPER - 50: 1 - 5' OFFSET w 1 I 1 I w 150' 350' DOUBLE YELLOW TAPER - 50:1 - 7' OFFSET I N I I � I REPAINT ALL EXISTING STRIPING NOT REMOVED TO "SIGNAL" LEGEND FOURTH STREET No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA NOTES p SANDBLASTING - REMOVE CONFLICTING STREET PAINTING AS SHOWN. SIGNING AND STRIPING MODIFICATION PLAN 02 INSTALL 4M DOUBLE YELLOW PER R.C. STD. 133. �C�adC 9. o moo. FOURTH STREET AT ARCHIBALD AVENUE 03 INSTALL 4 TWO-WAY LEFT PER R.C. STD. 133. ® INSTALL 8" WHITE PER R.C. STD. 133. and 05 INSTALL TYPE IV ARROW MARKING PER CALTRANS STDS. ARCHIBALD AVENUE N/0 FOURTH STREET © INSTALL 4" WHITE LANE LINE PER R.C. STD. 133 WITH 100' SOLID LINE AT APPROACH TO INTERSECTION ONLY. ❑7 INSTALL PAVEMENT MARKING AS SHOWN. APPROVED BY: i / �' DATE: ® INSTALL 6" WHITE BIKE LANE PER R.C. STD. 133 AND DASH AT END PER CALTRANS STDS.. CITY ENGINEER `/�.G /�l�L�,� R.C.E. No. 24953 NOTE: 90 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. ® INSTALL PAINTED MEDIAN ISLAND / DIET. 29 DESIGN PLAN PREPARED RECOMMENDED Jj� S�_ SPECIAL PROVISIONS FOR 11 INSTALL SIGN AND POST AS SHOWN. APPROVED: CITY OF ONTARIO soMMERs ,►P IPA K. JA THIS WORK ARE 0 N FILE © INSTALL LANE LINE EXTENSION TIHRU INTERSECTION PER CALTRANS DETAIL 40A. DRAWN y�,f�usPa>n�rlox SHEE71 © INSTALL R26(S) NO STOPPING ANYTIME SIGN ON ST. LT. POLE. RLM TX 51Al 1a.11 OR IF R„2 "ti 976 . 3 Z IN THE OFFICE OF THE ® RELOCATE EXIST. SIGN/POST. % -%/ J OF J CITY ENGINEER. CHECKED DRAWING No. I R.C.E. No.168268 TY ENGINEER DATE DATE FILE No.990920STA 3� 'S