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HomeMy WebLinkAbout1857-S 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, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN 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 "R" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- EXCEPT AS SHOWN. SECTION OF DOUBLE YELLOW LINE r� = FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM e 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 SI WALK ° / LEFT TURN LANE �'1-23. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL "R" CAB. SIDEWALK 30' 15' 10' WORKS CONSTRUCTION, 2000 EDITION WITH LATEST AMENDEMENTS. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. in _o V) * = PLAN SECTION 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL o _ CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED t8-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 M J STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE -' UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. ° 10' N ARE NOT SHOWN ON THESE PLANS. SOUTH(CONTACT ERNCALIFORNNIANDREA WO AGASCO. (800) 422-412303 CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON (800) 422-4133 SECTION CAB * TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 t 4" LANE LINE M LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 AND SEWER) THRU LANE N w UNDERGROUND SERVICALERT // _ (800) 422-4133 "R" CAB. SIDEWALK z Q J SIDEWALK 10 _ PLAN SECTION CD o N 4" LANE LINE OR 8"__­)p! _j O TURNING LANE LINE < �; URB i. N EXIST. C & G THRU OR RIGHT 10' o E.C.R. TURN LANE * U w ff ffST3 CASE 3 2' 1 77 7f "R" CAB. >< "R = 16% 8 U C - 6 �C 2 7h SECTION CAB 5 ``' .Y SIDEWALK �_ TOP OF CURB FACE 1 �Q - 1 2 4 0400 7f ff V VARIES � o LSI : . .< � o O PLAN SECTION U Q7 „ TYPE R„ CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I . I . S . N . S . LEGEND DETAIE PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND SAFETY LIGHTING AT CARNELIAN STREET AND VIVERO STREET IN THE CITY OF RANCHO . CUCAMONGA VICINITY MAP SHEET INDEX No. REVISION APPR. DATE BASE LINE ROAD 1 . Title Sheet. CITY OF RANCHO CU CAM ON GA 2. Traffic Signal Plan ��� �,,l ANo .fey Q (f 3. Traffic Signal Interconnect Plan W �. �� `' R A F F I C SIGNAL P L_ A N 22863 UIUERO ST OFC CARNELIAN STREET AND VIVERO STREET _ z PROJECT Q z -e, 31 OS” GENERAL INFORMATION AND DETAILS LOCATION APPROVED BY DATES n WCITY ENGINEER 1 R.C.E. NO. 4953 z w (Q .OUST//V-FOUST ASSOCIATES //VC, DESIGN RECOMMENDED v `� TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING ri NOTE: SPECIAL PROVISIONS FOR FOOTHILL u BLVD . SR 66 2020 NORTH TUSTIN AVE E SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET THIS WORK ARE ON FILE IN THE TEL PHONE ( 14 667-0496 FAX (714) 667-7952 JA 1 OF 3 OFFICE OF THE CITY ENGINEER DATE: �- �-3 - �� CHECKED DRAWIN[C NQ. MES J. A ERSON, RCE 22863 EXPIRE 12-31-05 �1 187 S AFA File: 751.001 CARVIVI.DWG 8:27 AM 09/13/02 rp,-oje(_+ 14- POLE SCHEDULE &--- OPTICAL DETECTOR R POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION I.I.S.N.S. NO. TYPE HEIGHT M. A. M.A. WATTS VEH. M.A. PED. PHASE ARROW "B" "E" „C„ See Detail LEGoNSheet 1 MAST-ARM MOUNTING CLAMP Y O 26-4-80 30' 40' 15' 200 SV-1-T MAS-5A _ _ _ - -22.5' 3' Vivero -� ST PHASE DIAGRAM O (PELCO No. AB-0155-L, SV-1-T MAS 8600 AB-0132-L, OR EQUAL) O 15 30' - 8' 200 SV-1-T - - - - - 2' 3' - ST O R G O 15 30' - 15' 200 SV-2-TB - SP-1-CS 8 _ 1.5' - 5' Carnelian 7500 ® 24-4-80 30' 35' 15' 200 SV-1-T MAS-5A SP-1-CS 8* 8* - 12' 4' Vivero ST 8700 f--� MAST-ARM EY- Y rJ _ - _ _ _ O 1-A 10' TV-2-T SP-1-CS 2 —► 4' 6' 01 02 03 04 © 15 30' - 8' 200 SV-1-T - 2 f- - 12' 4' Carnelian ST G 7600 FG G �— 7 15 30' - 15' 200 SV-1-T SP-1-CS 2' - 3' - EMERGENCY VEHICLE PRE - EMPTION ONE PPB AT NORMAL HEIGHT ON NORTH SIDE OF POLE AND ONE PPB 10" LOWER ON THE SOUTH SIDE OF THE POLE + ALL EQUIPMENT NEW DETECTION ASSEMBLY DETAIL •A• DETAIL •B• ALL VEHICLE INDICATIONS SHALL BE 12" I.I.S.N.S. ARROWS SHALL POINT EASTERLY 05 06 07 08 FOR MAST ARMS * PERMISSIVE LEFT TURN PHASE (SHALL BE WIRED IN THE TRAFFIC SIGNAL I CONTROLLER ASSEMBLY TO PROVIDE ANTI-BACKUP TO _i Z INSTALLATION AND THEIR PHASES) ---- --- ____ 100' MAINTENANCE EASEMENT r I ,. SCALE: 1"=20' 4 2"C 12PR #19 I 5 2 1-W-� 5 3 I DETAIL C CARNELIAN — — — — — — — — — . _ _ _ O � STREET NI \ 6 A7 2 I� 1 !/2"C, 4DLC 1 %2"C, 1 DL 36' _ - - - - - - - --- - - - - - - - - -- - - - - - - _ _- - - - - - - - - BC I 1 EXIST 1 �/2"C, PULL ROPE ADD 12PR #19 - _ _ - � - _ - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ - _ - _ - _ _ ADD 12PR #19 (SEE SHEET 3) _ - 6 T 1 '/2"C, PULL ROPE _ _ - 6 6X2 +1�2+05 8P _- EXI S _ _ _ _ - - - - -- N _ _ - - - _- -- _ - - - BGG -0 - - i-- - - - L� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 02 MOUNT AT 17' - - - - - - ETAIL "B�' - - --3 - --------------- (�--W----- - - - ------------------ - --- - - - - 5 10 00 06 I N cv - - // 3 / / iD --�L---------11-� r - - - - - - - 2'1C,12PR #19 - - - - - - - - - - - - -I- - - - - - - -- -- - - - -- - - - --- - - - - -- - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - z c� N _____ --- _----- - - - - - - - -_j - - - - - - - - 02+05 N 01+06 3 1 ` Z o -�- - Q - - - -- ---------\�- 3 DEITAIL "A'I 4 X5 X5 N �o �6 4 250' TO - - - - - - - 01+ 0 X �\ X 2-S-05 X X _ DET A L 'A" - - _- - _ - - - O - - _ _ _ _ _ - _ _ - _- - - - - _ - _ - - _ - _ _--- -- - _ - _-4 - - - - - - - - - - - - - - - - - - - -- ^�1-S-05 ET _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ ____- -- - - - - - - - -- - - - - - - - - �} 6X 2-N-01 6X o 6X , 1� �� _ — I � o \\ G 5_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -__ _ _ __ - - - - - - - - - - - - - - - =_ 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - 2„C,12PR o \\ �� o a 6X o I I - - - 11 2"C,2-12PR #19 - - - - - - - - - -- - --- - k25111 LIMIT LINE Vdn T -- - - - -� - - - -- - - - - - - - -� - - lfi _ - - - ------------------------- - --- - - -- -- -- � __� .}.� �2 ' iti � PP #2181141E \\ �_ N _ I _ 1 _ _ 9 SEE DETAIL "D" r' -1110- __ - - - � 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a —�-- —8 - - - - - - — 7�1+06 - - - _- -_- -_- -_— —_- -_- -_- -_— - - - - - - - - - - - - - - - - - - - - - - - - - -i— �\ _ - - - - - - - - - - - - - - - - - N02P/ 4 4 6E - i - - - - -INSTALL VERIZON17"X30" HANDHOLE- - - -3 - -- - -- ---- - - -- - __-g- � _-- - _ _ _ - _ - - - - _ _ - _ - C4) 7 2 8 INSTALL 1-2” SCHED. 80 PVC. 7 PP #2181141E __ - - 1 /2"C,1DLC- - - _ - - _ WITH PULL ROPE INSTALL 1-2" SCHED. 80 PVC. 5 I 2"C,2#8 FOR TELEPHONE SERVICE Q 6 WITH PULL ROPE FOR VERIZON _�� - - - - - - - - - - - - - - - - - - \ I 52 C,2#10,2#12 SERVICE, 125' TO HANDHOLE 6 ' TO BE REMOVED BY OTHERS (SCE) 5 I INSTALL NEW / PP #1911237E, FD 30587, PD 5190 RISER DUCT SCE RS T TO BE REMOVED BY OTHERS ( ) TYPE H EDI SON SERVICE, WITH PULL ROPE 120/240 VOLT _IQ / / // / o / / NOTESi DETAIL •D• DETECTOR SCHEDULE %, 1 FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 ASC/2S-2100, ASC/2M CONTROLLER /�� / / // /� 7 MASTER CONTROLLER ASSEMBLY, DETECTOR SENSORS AND AUXILIARY SENSOR CHANNEL DETECTOR INPUT CONDUCTOR SCHEDULE \ / / ,'�' / EQUIPMENT IN A TYPE "R" CABINET WITH INTERCONNECT TERMINATION 12' // g / / / / PER STANDARD DRAWING No. 408, EXACT LOCATION TO BE DETERMINED 1 I-N-06 (2) 6 AWG SIZE WIRE / 4, / / / / BY THE ENGINEER. SEE SPECIAL PROVISIONS. 2"C,12PR #19 SIC 1 2 1-S-02 (2) 2 OR CABLE TYPE STD PHASES /1\ � / // 18• - - \ AAA 1 1-E-08 (4) 8 i 01,02,06, / 1 /0 1 /0 1/0 - - - 1/0 0 / / 30' 18, / �� �l / ❑2 FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE / 0 2 2 1-W-04 (2) 4 12 WIRE / / // PER STD. DWG. No. 407 AND SPECIAL PROVISIONS. / 3 1 1-N-01 (1) 1 CONDUCTOR 08 / - 1/0 1/0 - - - 1/0 / / / 12, 1 50A-SP CIRCUIT BREAKER METERED SIGNAL 3 2 1-S-05 (1) 5 CABLE 3 02,05,08,08P /08PPB - - 1/1 - - - 1 /1 \v / / / / 30, 11 1 30A SP CIRCUIT BREAKER UNMETERED LIGHTING _ - - - - 11/2"C, 4DLC 11-#14 0 v / � 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. 4 1 2-N-06 (4) 14 1-#12 0 02,05,02P /08PPB - - - - - - 1/1 '� // / // / / 5'R MIN. - 2 2-S-02 (4) 10O ,08,08P /02PPB - - - - - 1/1 1/1 / / // /� ❑3 FURNISH AND INSTALL SINGLE INPUT/SINGLE OUTPUT EMERGENCY VEHICLE \ 6 04 1 1-N-01 (3) 9 PRE-EMPTION DETECTOR, WITH PHASES AS SHOWN. - - - 5 Z 2-S-05 (3) 13 04 /02PPB - - - - 1/1 1/1 1/1 / I I , / / / // 1 INSTALL R73-7 AT END OF MAST ARM PER ES-6T, DETAIL "U" 1 01 & 06 EVP PMT 3 7 01,06,02P / - - - 1/0 1/0 1/0 1/0 4a PROVIDE TENON FOR FUTURE SIGNAL HEAD. 6 2 02 & 05 EV PMT 4 3 WIRE 2"C,12PR #19 SIC 1 08 & 04 EV PMT 5 CONDUCTOR / ❑5 INSTALL R96 AND R96B SIGNS AT 7' ABOVE FINISHED GRADE ON 7 CABLE / 2 O4—& 08 EV PMT 6 3-#14, PPB) POLES, (D, o' a o TOTAL 1 /0 2/0 3/0 1/0 2/1 3/2 7/4 #12 IISNS 2 1 2 2 - 2 2 - �6 EXISTING 1 %2"C WITH PULL ROPE EXTENDS TO APPROXIMATELY STA 71+50 DETAIL •C• (C/L INTERSECTION WITH VIVERO ST. = STA 81+35.26) INSTALL 1V2" #10 LUMINAIRES 2 2 2 2 2 2 - CONDUIT WITH #5 PULL BOX EVERY 200' MAXIMUM AND 12 PAIR #19 CABLE EVP CABLE 2 2 3 - - - 4 TO CONTROLLER ON THE SOUTHWEST CORNER OF RED HILL COUNTRY CLUB DRIVE AND CARNELIAN STREET. APPROXIMATELY 2040'. 12PAIR #19 INTERCONNECT CABLE - - - - - - - 01 - - 2 - - - 2 �7 FURNISH AND INSTALL 3" TYPE 3 CONDUIT WITH 12PR #19 SIC AND TWO INNERDUCTS FROM NEW VAULT ON SOUTH EAST CORNER OF BASE LINE ROAD TO NEW VAULT NEAR TYPE 02 - - - 2 2 2 2 NORTH EAST CORNER OF VIVERO STREET. FURNISH AND INSTALL 2" CONDUIT WITH 12PR TY Underground Service Alert B 04 - 1 1 - - - 1 #19 SIC FROM VAULTS TO CONTROLLERS AT EACH INTERSECTION. SEE SHEET 3 N0. DESCRIPTION OF REVISION DATE APPROVE DLC 05 - - - 2 2 2 2 ❑8 INSTALL 2" CONDUIT WITH PULL ROPE, CONDUCTORS BY SCE. _ - _ CITY OF RANCHO C U C A M 0 N G A �F ORE Y 0 0 Call: TOLL FREE v o �8 2 _ - 1 � ❑9 VERIZON SERVICE POINT, REF. 0519 9P000DR 200049, PROVIDE VERIZON 1 -800 WITH "AS BUILT" DRAWING FOR CONDUIT AND HANDHOLE. PLACE AN _ _ _ _ _ _ _ ORDER WITH VERIZON FOR SERVICE (1-800-483-5000). COORDINATE FIELD TRAFFIC S PLAN 422-4133 INSPECTION WITH STEVE HOCK (909-469-6327). VERIZON ASSIGNED PHONE N0. ____________________ TOTAL - 1 5 4 4 5 10 10 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION DETECTOR FOR TWO WORKING DAYS BEFORE YOU DIG PERCENT FILL 13 15 20 15 18 19 21 ON TOP OF POLE COMPLETE WITH NECESSARY MOUNTING HARDWARE. CARNELIAN STREET AND VIVERO STREET CONDUIT SIZES 2%" 3" 3%2" 2%2" 3" 3%2" 2-3%2" 11 FURNISH AND INSTALL NEW VAULT. SEE SHEET 3 APPROVED BY: DATE: ' CITY ENGINEER R.C.E. N0. 24953 ��QROI;ESSIpy�� AN,0�,p���� /Y Ua7 T/N-FOUST ASSOC/A TESD /IVC• DESIGN J A RECOMMENDED NOTE: SPECIAL PROVISIONS FOR � No. Co TRAFFIC ENGINEERING AND TRA NSP 0R TA TION PZ A N N I N 0 �JK�S THIS WORK ARE ON FILE IN THE CC " 22W � 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 2 OFFICE OF THE CITY ENGINEER * * TELEPHONE 714) 6 7-0496 FAX (714) 667-7952 J.A. OF 3 SHEET CAt C1111tl ��!O� G DATE: i��Z4,�0 CHECKED DRAWING NO. OF MES J. A DERSON, RCE 22863 EXPIRE 13-31-05 _ 57-5 AFA File: 751.001 CARVIV.DWC 12:47 PM 10/28/02 5of 0 V Z Z C� Q Q Z 0 0' O w O W 0: J Q O 0_ J 0 On Wp 0 W Z F- Z F- Q Z Q Z 0 0 0O 0 LLJ JO OU V W N W Ch Z N Z Z O O F- �O \O U U U Qf U W U OZ QF- QFLLI V) W- O Z N cv0 WZ WZ W C F- F- O Nw 00 JO F- W LL- O a � z 0 >- 0 >- 0 J N QO WLL.Q v ,WQ U U N F- z : z :2 r QN N W O - N V) Z 4 W Zoe- p Q �' i W � Uj Q Q W 1 cc O W Z w � W CARNELIAN STREET ° Z 5 ' WO � Z r`" 5 Z � � JZ F- Q `�,� x 6 Z) o Q ' APPROX. 1890' o U xS BC 925 — — — — — — APPROX. 1175' — 287' — — � O Nw PPPROX. 1 - - - - - - - - - - - - - - - - - - - - - - - - - - -� -� 32 � z � UJ� o 33 ---I 0WQ QW V - I I Z J o Z 4 Q STA. 81+35.26 CARNELIAN STREET 6 CB W ov z F= o' ¢ VIVERO STREET CL D: V O �O o z z O >- .�0� 2 cn J v �- O w U O+. a, Q- O in Ln 00 Q ? Q o: F- P �J W J ? �' � W Uj a - F- Jm0' S WLR p � � O 0 Nx / U N � O z < N J — a- 0 0o CB -� � J av acn � a " Z J 2 F- V) U al J — Wit J < o EXIST 1 1/2" C, 6#19 SIC —� �' J xu' ``' z wz � � � � � a- WZL / 6 a oN STA. 61+31.14 CARNELIAN STREET V N U w 55 %`= RED HILL COUNTRY CLUB DRIVE `4 J ' J w Z F- Q F- Q U 5 EXISTING ECONOLITE ASC 8000 CONTROLLER N N - �' M J Xz XZ F- Q O 5 INSTALL COMPATIBLE FSK INTERNAL TELEMETRY MODULE, W ' ' W �' U, Q TELEMETRY INTERFACE BOARD AND TELEMETRY INTERFACE CABLE w z / FIELD MODIFY FOR INTERCONNECTION AND PROGRAMMING 's` 9 •-ru- EXIST 1 112- C, 6#19 SIC STA. 49+50.17 CARNELIAN STREET SAN BERNARDINO ROAD NO SCALE Q CONSTRUCTION NOTES GENERAL NOTES iHrc 1. CONTRACTOR SHALL REVISE ALL CABINET PRINTS AND PROVIDE O1 FURNISH AND INSTALL 12PR #19 IN EXISTING CONDUITS FROM CONTROLLER FIVE COPIES FOR EACH REVISED CABINET. SOUTH OF LA VINE ST. TO CONTROLLER ON NORTH EAST CORNER OF BASE LINE < ROAD. 2. INNERDUCT AND TYPE 3 CONDUIT SHALL BE INSTALLED PER THE co MANUFACTURE RECOMMENDATIONS. O2 FURNISH AND INSTALL 3" TYPE 3 CONDUIT WITH 12PR #19 SIC AND TWO INNERDUCTS FROM NEW VAULT ON SOUTH EAST CORNER OF BASE LINE ROAD TO NEW VAULT NEAR 3. INNERDUCT = CARLON PART # CG4XIC-XXXX (WHERE XXXX IS REEL NORTH EAST CORNER OF VIVERO STREET. FURNISH AND INSTALL 2" CONDUIT WITH 12PR LENGTH). #19 SIC FROM VAULTS TO CONTROLLERS AT EACH INTERSECTION. SEE SHEET 2 4. VAULT = ED-44-48 INCH BURD ENCLOSURE (UGS #564) WITH OFURNISH AND INSTALL 12PR #19 SIC IN EXISTING CONDUIT FROM CONTROLLER ED-466-84 MANHOLE BY UTILITY VAULT COMPANY. ON NORTH EAST CORNER OF VIVERO STREET TO STA. 71+50. SEE SHEET 2 O4 FURNISH AND INSTALL 3" TYPE 3 CONDUIT WITH 12PR #19 SIC FROM NEW VAULT AT STA. Underground Service Alert 71+50 TO THE NEW VAULT NEAR THE EXIST. CONTROLLER ON THE SOUTH WEST CORNER DESCRIPTION OF REVISION DATE CITY AT RED HILL COUNTRY CLUB DRIVE. FURNISH AND INSTALL 2" CONDUIT WITH 12PR #19 APPROVE FROM NEW VAULT TO THE CONTROLLER AT RED HILL COUNTRY CLUB DRIVE. FOR Y CITY OF RANCHO CUCAMONGA o °G Call: TOLL FREE O5 FURNISH AND INSTALL EQUIPMENT IN EXISTING CONTROLLERS AS NOTED. FIELD MODIFY o EXIST. CONTROLLERS FOR INSTALLATION AND PROGRAMMING OF INTERCONNECT SYSTEM. 1 -800 NEW SYSTEM SHALL BE TESTED PRIOR TO FINAL ACCEPTANCE OF SIGNAL WORK. CARNELIAN S 422-4133 O6 FURNISH AND INSTALL NEW VAULTS AS INDICATED. FROM SAN BERNARDINO ROAD TO LA VINE ST. TWO VMKING DAYS BEFORE YOU DIG TRAFFIC SIGNAL INTERCONNECT APPROVED BY: DATE: l �Q(�OfESS/p CITY ENGINEER �� -L � � �� � 24953 � R.C.E. N0. 0 Aft �p Fy DESIGN T RECOMMENDED L" No, o A!!ST/N FO[/ST ASS OC/�4 TESiqr�w , INC. J.A. A C� NOTE: SPECIAL PROVISIONS FOR (09C 22863 = TRAFFIC ENGINEERING ANO TRANSPORTATION PZANNINc THIS WORK ARE ON FILE IN THE *p. # 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 3 OFFICE OF THE CITY ENGINEER ` 41 TELEPHONE (714) 66 0496 FAX (714) 667-7952 J.A. OF 3 SHEET CA DATE: 0" ';2 CHECKED DRA�NG NO. AMES J. ERSON, RCE 22863 EXPIRE 12-31-05 S' AFA File: 751.001 CAR]NT.DWG 12:49 PM 10/28/02 'proje'c-4 66ee+ (- o-� i i SCALE: 1 "=40' TRAFFIC SIGNAL INSTALLATION AND MAINTENANCE EASEMENT 7 EX. W5 Lt & W6(40) 81+35.26 CARNELIAN STREET SS --- -------------- ------------- S CARNELIAN 4 ' 20 5 2 9 5 5 R,8-, & 5 8 1 STREET - R18-112 11 - - _P4 - - 1 - N�- - ._,- __ R _ _ _- - - - - - -EXIST. R2.6 --, __ . ______--- __ _ _ R _ __ _-_---- - --- - - _ 200 41 — _ - Tgo/ _\,"W --- ---- ---- ---- — � N O - v 82 83 84 85 CD - --- -------- - ----- ---- ------- --- ------ - ---------- -- - --- ---- -- 100 O 50' T YP. — — — -- -- - ii - - - - - --- ------ ------ - - - N T X-WALK 76 =_______._ - 0 0 4A 13 450' 0 X W ------------ RED CURB EXIST.Ti 5 W41F. EXIST. R26 2 g - - - - - - - - - - - - - - - - EXIST. R26� R/w Z z R/w a Q 11 450' TO LIMIT LINE Y_ 8 _ - - 8 6 0 3 o z 12 _ _ � - 10 5 1 LJ ,� � Z / O � O 14 w w - Z 0 14 13 EXIST. R1 bi - EXISTING RPM'S �� w w Z Lo 0 72' � � � x . . ~ 0000 W V) z 78, Z z Q C7 Q z pQ � V) 72• F_V) f-- F) + � + �, / i U) m CO 0) ~ 00 X / r z r w QC) QZ / V) m V) / • CONSTRUCTION NOTES INSTALL DOUBLE YELLOW CENTERLINE PER CALTRANS STD. DETAIL 23. �� 20 INSTALL 8" WHITE CHANNELIZING LINE (USING RAISED PAVEMENT MARKERS) co PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 38C) INSTALL TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STD. DETAIL 133. GENERAL NOTES (CALTRANS STD. DETAIL 33) 1. ALL STRIPING AND R.P.M.'S TO BE DONE PER THE CITY OF PAINT 12 SOLID WHITE LIMIT LINE PER CALTRANS STD. A24E. RANCHO CUCAMONGA STD. PLAN 133. O5 PAINT TYPE IV PAVEMENT ARROW AS SHOWN PER CALTRANS STD. A24A. 2. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL 12 O INSTALL MEDIAN ISLAND PER RANCHO CUCAMONGA STD. DETAIL 133. BE REMOVED AS DIRECTED BY THE ENGINEER. STRIPING SHALL BE (CALTRANS STD. DETAIL 30) 11 REMOVED BY WET SANDBLASTING. O7 RELOCATE EXISTING W5(Lt) & W6(40) TO NEW POST WITH NEW R26. / 3. ALL TRAFFIC LANE STRIPING SHALL INCLUDE RAISED O8 INSTALL 4 SKIP WHITE LANE LINE (USING RAISED PAVEMENT MARKERS) REFLECTIVE PAVEMENT MARKERS, PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 10) O9 INSTALL 100' OF 4" SOLID WHITE LANE LINE (USING RAISED PAVEMENT MARKERS) PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 14) R REMOVE BY WET SANDBLASTING S INSTALL SIGN PER DESIGNATION AND PER RANCHO CUCAMONGA STD. N0. DESCRIPTION OF REVISION DATE CITY PLAN 401B. APPROVE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES FOR INSTALLATION WITH TRAFFIC SIGNAL 4A CARNELIAN S O PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. A24E. 10 PAINT 12" SOLID WHITE CROSSWALK PER CALTRANS STD. A24E. FROM 500 S/O TO 500. N/0 VIVERO STREET GPAINT PAVEMENT LEGEND AS SHOWN PER CALTRANS STD. A24D. SIGNING AND STRIPING PLAN 12 INSTALL W41 SIGN PER RANCHO CUCAMONGA STD. PLAN 401 B. APPROVED BY: ( ) p DATE: pVESS/0 = CITY ENGINEER �/ `� '' /%�l/� �itif R.C.E. N0. 24953 13 REMOVE. SANDBLAST PAINT TO BE REMOVED. �� 14 PAINT RED CURB. AUSRN-FOUST ASSOC/A TES, INC DESIGN J A RE J MENDED AC _ TRAFFIC ENCINE£RINC AND 7RAN5POR7A71ON PLANNING * * 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 1 TELEPHONE (714) 667- 96 FAX (714) 667-7952 J. OF 1 SHEET �rOFC�LIEl �,�� DATE: l�,-5-Dd CHECKED DRAWING NO. AFA File: 751.001 CARSTP.DWG 9:04 AM 09/13/02 DAMES J. ANVtRSON, RCE 22863 EXPIRE 12-31-05 / g5 7-5 POLE SCHEDULE R POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION I.I.S.N.S. NO. TYPE HEIGHT M. A. M.A. WATTS VEH. M.A. PED. PHASE ARROW "B" "E" "C" LEGEND See Detoil on Sheet 1 Y 26-4-80 30' 40' 15' 200 SV-1-T AS-5 _ _ _ - -22.5' 3' Vivero Sl PHASE DIAGRAM SV-1-T MAS * O 15 30 - 8' 200 - -1-CS(N) 6(N) - 2' 3' 8600 - -� R G 3 15 30' - 15' 200 SV-2-TB - SP-2-CS(N�* 8 ~- 1.5' - 5' Carnefion ST 6(N) �- 7500 f--- 24-4-80 30' 35' 15' 200 SV-1-T A S-5A 1-A SP-1-CS 8* 8* 12' 4' Vivero �� -- � Y 00 i-A 10' - - - TV-2-T - SP-1-CS 2 -► 4' -- 6' - r1 r2 r3 r4 6 15 30' - 8' 200 SV-1-T - 2 - 12' 4' Corneiion ,T G IL L a 5 30' 15' 200 SV 1 T SP 1 CS 2' 3' 7600 G E-- --- * UNC t't't3 4 , vl-<MAL HL1VH ( UN NUI'C Lit !-'l)Lt r1'VU o'Nt P 'B IiJ LUVVtt< IJ[",i i YiL JIVU I r' MJF i r1L FULL I ►�` «� SALVAGE EXISTING SP-1-CS TO CITY YARD DETAIL 'PA* DETAIL wB'p ALL EQUIPMENT IS EXISTING EXECPT AS NOTED (N) FOR NEW EQUIPMENT TO BE INSTALLED (PEDESTRIAN HEAD SHALL BE L.E.D.) r5 r6 07 08 ALL VEHICLE INDICATIONS ARE 12" AND L.E.D. I.I.S.N.S. ARROWS POINT EASTERLY * PERMISSIVE LEFT TURN PHASE (WIRED IN THE CONTROLLER 2 ,-TRAFFIC SIGNAL ASSEMBLY TO PROVIDE ANTI-BACKUP TO THEIR PHASES) 100' .�,, INSTALLATION AND y 'k* MAINTENANCE EASEMENT NEW PHASE TO BE ADDED I N >, � EX. 2"C,12PR #19 1""!.�-- 4 _ STREET CARNELIAN _ - - - - - - - - _ _ _ _ _ _ r ,� 2 _ SCALE: =20 "6 6 12 \\� �'- c 3 EX. 1 %2"C, 1DLC 1 Or~ --- — - - - -- -- - �� -6-- - — — — — =—= — — — — — —-- —— — — — — — — — — 0 0 6�, , 6 EXIST 1Y2"C, PULL ROPE ADD 12PR #19 - - -I-,--- - - - - - - - - - - - - - - - - - - - - - - -n - - - - - - - - - - - - - EXIST 1 WC, 12PR #19 _ _ l- _ 1, '�- - 06P w�:+ i,, 08P 1 -- " �'-' :` EX. 2 C.12PR #19 C14 -�pd 06 4 111 .0 02 _ �y ' — - ',� — r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -4�7_ �_ - - - - AT 172 - - - - � 1 - - - - - --- _ - - - - -=-o-_� - - -- -- - - - -- - _ �'_ _ LL - - - - - - R96 & R96B %�� m 1 r -- -----� ,1 , - - - - 64- I 1 r ,= I , I 1 1 I 1 y \ c0 N 1 (V r �.l L — _ i ~ - - _ _ I-- ---- ------ -- - -- --- - - -- -- - - - - - - - ( _ - - - - - 1 a 1 -- --�I - - - - - - - -- - - - - - - - - - -- -- -- — -- -- -- — .-. _ ---------- - - - - - - - _ 1 r - ( r--Y' 1 -T _ - - -` - -- - - - -- -- T� - - - - - - - --�-� _j C14 -_ ATAIL "AI R73-7 6JX --6X5 ( - `\N --- o - 250' TO X WALK 6X5' O �- - - - - - ------- -- - - --------�-=i6 __- 01+06 iv L -- - s�� - - ----- ---- -- _ _-_-- ---- - - - - - -_- - -- - - - - -----_--------- --- -- - - - - -- ------ --0-1+06 ___=____ __ _ _ _ _ _ _ _- __ _ _ __ _ _ _ _ - ------- - - - -------- -C - — —t — - - - - - - -� - - - - - - -- ---- -- ---LLLL- ----- ----- _ - _ - _ ,--� r , L R73- 7 X '6X5' rte, '6X9 N-01 '6X5' p '6X +,1- -01 N - - - - -"RfES _ \ ___-- - AA o 1-S-05 '6X51 6X51 2-S-�5'6X5� Ct_ _ _ - -- - --1�4- =r-='== __�__�_ _ _�_:_'--- - �� -__- = =_"_== _ " - _ --_ - - - - - - - - - - - - - - - - O _ _� - - - - - - - - - \ �C--- - -- - - - - --- ------ --- - ------- ---- - - - ----- - - ' „�� � � 02+05 11' - ' T r ----- -- -- ____ _ --_____ __ _ - - -_ - -_ -__ - _ - - - - - - -- -- - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- -- - - -- - '0- -- -- - - - --- - - - - - � -n, GSc 6X + o DETAIL "A 1 1 TO LIMIT UNE �� - \ o . S L--.k ' l- ( ' --- I ---- _----_ - --- - - - - o N -���,-------► ---- N - - - - - - - I •-- ,�,--', _ -�— _ - ---},I �- '_ - --X. 2"C,2-12PR 19-'---- - - - ---- _-' - -- - -- - - -- - - - - - - - - - - - - - ''� -- - - - 4 ---- - -- � \ t , „ )�,�_�_ - , yam, , - - N 'v PP #2181141E 1�- .�`+ DE Al "B' --- -,-• ' 1-- - --- -.- -'� - - ---- - - -- - ---- - - - - -- - Y 1 1 1 —� 77 02P 0 6 Y., �- _ �VERIZON 17"X30" HANDHOLE X104 4\ , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- _ - - - - _ - , - - - / - - - - _ _ - - _ _ - �- 1 r -�--�- /� EX. 3 C, 12PR#19 Trr 1 EX. 1-2" SCHED. 80 PVC. EX. 1 WC,1 kC_ - - - _ - - - - - =s 1 ;; ' l� ,J 4 X r' 8 TELEPHONE SERVICE SASE LINE ROAD - - ►N.i _ - - - - - = R96 & R96B J - ��•- N N an `�' EX. 1-2 SCHED. 80 PVC. - - - - - _ - - F 7 7 J a NCi TELEPHONE SERVICE ---�- - r__ -, S Z ;� CN N 16 LJ X11 R 08 WN W ,'I.' I > x PP #1911237E, FD 30587, PD 5190 - - - - � ``' TYPE H EDISON SERVICE, m 120/240 VOLT GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS �. AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN CL THE SPECIAL PROVISIONS. CONDUCTOR SCHEDULE / / // 1_ 7 ,�� w 2. TRAFFIC SIGNS. STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- AWG SIZE WIRE / , / FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM OR CABLE TYPE STD PHASES Az� A3 4 Q Q Q Q / 78, I IF / / / PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 12 WIRE �''a�,�t;, ' ju /u ju ju i/0 O �8. / �\ q 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 2 08,r6P(N) /06PPB(N) - 1/0 1/0 1/0 - - 1 0 / CONDUCTOR / / ;' � WORKS CONSTRUCTION, 2000 EDITION WITH LATEST AMENDMENTS. CABLE 3 02,05,08,08P,16P(N)/08PPBO6PP8(N - - 2(1N)/1 2(1N)/1 - - - 2(1N)/1 // / // ,3p• / /2, 11-#14 4 02,05,02P /08PPB - - - - - - - 1 1 / / / 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR 1-012 / '� / // � / TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR 5 04,08108P /02PPB - - - - - 1/1 1/1 / // /�� LAYOUT. 6 04 � PP 1 1 , 2 B / / NEW PEDESTRIAN N 5 E SIGNALS SHALL BE TYPE A HOUSIN PER CALTRANS G E C L NS 7 01,06,02P / - - - - 1/0 1/0 1/0 1/0 STANDARD SPECIFICATIONS SECTION 86-4.05 WITH CLAMSHELL MOUNTS AND NOTES. � t 3 WIRE LED SECTIONS BY GELCORE, MODEL PS7-CFF1-01A COUNTDOWN PEDESTRIAN MODULE OR CONDUCTOR El EXISTING 8 PHASE NEMA TYPE 90 ASC/2S-2100, ASC/2M MASTERAN APPROVED EQUAL.CABLE � I CONTROLLER ASSEMBLY DETECTOR SENSORS AND AUXILIARY EQUIPMENT 3-#E14, PPB) TOTAL 1/0 2/0 4(1N)/l4(1N)/1 1/0 2/1 3/2 8(1Ny IN AN EXISTING TYPE "R" CABINET WITH INTERCONNECT TERMINATION 6. PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL BE SYNCHRONEX PART NO. MODIFY T PROVIDE FOR PHASE 6 PEDESTRIAN MOVEMENT. 1ASY2021-41, ADA-2, CAMPBELL ROUND 4EVER 120 OR AN APPROVED EQUAL. #12 IISNS 2 1 � 2 - � � 0I #10 LUMINAIRES 2 < < z ❑2 REMOVE EXISTING R96 AND R96B SIGNS. EVP CABLE 2 J 4 3 REMOVE ALL CONFLICTING STRIPING BY WET SANDBLASTING. 12PAIR #1 INTERCONNECT CABLE DETECTOR SCHEDULE ❑4 PAINT 12" SOLID WHITE CROSSWALK PER CALTRANS STD. A24E. 01 - 2 TYPE 02 _ _ _ 2 2 2 2 CONTROLLER SENSOR CHANNEL DETECTOR INPUT Underground Service Alert B 04 - 1 1 1 - - - 1 _ _ CITY N 4► O 9 1 1 6 2 b N T T 0. DESCRIPTION F REVISION OA - - 1 0 SIO E APPROVWt DLC 05 2 2 2 2 2 1-S-02 (2) 2 rg, E0 - - - 2 - - - 1 1-E-08 (4) 8 6 2 } G Coll: TOLL FREE 2 _ CITY OF RANCHO CUCAMONGA - �4 ( ) 4 2 W - - - - - - 1 2 08 1 1 1 I-N-01 (1) 1 0 1-800 _ _ _ _ _ _ - - 3 2 1-s-05 (1) s 422-4133 - - - - _ 1 2-N-06 (4) 14 TRAFFIC SIGNAL PLAN 4 TOTAL - 1 5 5 4 4 5 10 2 2-S-02 (4) 10 FOR T 1 1-N-�1 (3) 9 TWO rrDWM DAYS KFME YOU PERCENT FILL 3 1 J 21 24 5 8 19 23 5 2 2-S-05 3 13 CONDUIT SIZES �% 3' 3 2 Sig" 2V2" 3" 3/2 -3 2 1 01 & 06 EV PMT 3 CARNELIAN STREET AND VIVERO STREET 2 02 & 05 EV PMT 4 T APPROVED BY: DATE: ALL CONDUIT AND CONDUCTORS ARE EXISTING EXECPT AS NOTED N FOR NEW ( ) 1 �8 & �4 EV PMT 5 7 CITY ENGINEER R.C.E. 0. 24953 2 �4 & m8 EV PMT { 6 AIrO EC LADED AUST/N FOUST ASSOCIA TES INC DESIGN !b. � J.A. AIM R TRAFFIC ENG/NEERlNC AND TRANSPORTATION PL ANN/NC 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 1 TE EPHONE 14) 66 -0496 FAX (714) 667-7952 J.A. OF 1 SHEET CAL' 3-� DATE: 7' CHECKED RAWTNG LA0. � JAMES J. ON. RCE 22863 EXPIRE 1'2-31-05 AFA Fle: 751.00'1 CARVIV-R.D11MC dk 29 AM 03/19/04 f�Jec� s I�eefi $ o� S POLE SCHEDULE R POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION I.I.S.N.S. NO. TYPE HEIGHT M. A. M.A. WATTS VEH. M.A. PED. PHASE ARROW "B" "E" "C" LEGEND See Detoil on Sheet 1 Y 26-4-80 30' 40' 15' 200 SV-1-T AS-5 _ _ _ - -22.5' 3' Vivero Sl PHASE DIAGRAM SV-1-T MAS * O 15 30 - 8' 200 - -1-CS(N) 6(N) - 2' 3' 8600 - -� R G 3 15 30' - 15' 200 SV-2-TB - SP-2-CS(N�* 8 ~- 1.5' - 5' Carnefion ST 6(N) �- 7500 f--- 24-4-80 30' 35' 15' 200 SV-1-T A S-5A 1-A SP-1-CS 8* 8* 12' 4' Vivero �� -- � Y 00 i-A 10' - - - TV-2-T - SP-1-CS 2 -► 4' -- 6' - r1 r2 r3 r4 6 15 30' - 8' 200 SV-1-T - 2 - 12' 4' Corneiion ,T G IL L a 5 30' 15' 200 SV 1 T SP 1 CS 2' 3' 7600 G E-- --- * UNC t't't3 4 , vl-<MAL HL1VH ( UN NUI'C Lit !-'l)Lt r1'VU o'Nt P 'B IiJ LUVVtt< IJ[",i i YiL JIVU I r' MJF i r1L FULL I ►�` «� SALVAGE EXISTING SP-1-CS TO CITY YARD DETAIL 'PA* DETAIL wB'p ALL EQUIPMENT IS EXISTING EXECPT AS NOTED (N) FOR NEW EQUIPMENT TO BE INSTALLED (PEDESTRIAN HEAD SHALL BE L.E.D.) r5 r6 07 08 ALL VEHICLE INDICATIONS ARE 12" AND L.E.D. I.I.S.N.S. ARROWS POINT EASTERLY * PERMISSIVE LEFT TURN PHASE (WIRED IN THE CONTROLLER 2 ,-TRAFFIC SIGNAL ASSEMBLY TO PROVIDE ANTI-BACKUP TO THEIR PHASES) 100' .�,, INSTALLATION AND y 'k* MAINTENANCE EASEMENT NEW PHASE TO BE ADDED I N >, � EX. 2"C,12PR #19 1""!.�-- 4 _ STREET CARNELIAN _ - - - - - - - - _ _ _ _ _ _ r ,� 2 _ SCALE: =20 "6 6 12 \\� �'- c 3 EX. 1 %2"C, 1DLC 1 Or~ --- — - - - -- -- - �� -6-- - — — — — =—= — — — — — —-- —— — — — — — — — — 0 0 6�, , 6 EXIST 1Y2"C, PULL ROPE ADD 12PR #19 - - -I-,--- - - - - - - - - - - - - - - - - - - - - - - -n - - - - - - - - - - - - - EXIST 1 WC, 12PR #19 _ _ l- _ 1, '�- - 06P w�:+ i,, 08P 1 -- " �'-' :` EX. 2 C.12PR #19 C14 -�pd 06 4 111 .0 02 _ �y ' — - ',� — r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -4�7_ �_ - - - - AT 172 - - - - � 1 - - - - - --- _ - - - - -=-o-_� - - -- -- - - - -- - _ �'_ _ LL - - - - - - R96 & R96B %�� m 1 r -- -----� ,1 , - - - - 64- I 1 r ,= I , I 1 1 I 1 y \ c0 N 1 (V r �.l L — _ i ~ - - _ _ I-- ---- ------ -- - -- --- - - -- -- - - - - - - - ( _ - - - - - 1 a 1 -- --�I - - - - - - - -- - - - - - - - - - -- -- -- — -- -- -- — .-. _ ---------- - - - - - - - _ 1 r - ( r--Y' 1 -T _ - - -` - -- - - - -- -- T� - - - - - - - --�-� _j C14 -_ ATAIL "AI R73-7 6JX --6X5 ( - `\N --- o - 250' TO X WALK 6X5' O �- - - - - - ------- -- - - --------�-=i6 __- 01+06 iv L -- - s�� - - ----- ---- -- _ _-_-- ---- - - - - - -_- - -- - - - - -----_--------- --- -- - - - - -- ------ --0-1+06 ___=____ __ _ _ _ _ _ _ _- __ _ _ __ _ _ _ _ - ------- - - - -------- -C - — —t — - - - - - - -� - - - - - - -- ---- -- ---LLLL- ----- ----- _ - _ - _ ,--� r , L R73- 7 X '6X5' rte, '6X9 N-01 '6X5' p '6X +,1- -01 N - - - - -"RfES _ \ ___-- - AA o 1-S-05 '6X51 6X51 2-S-�5'6X5� Ct_ _ _ - -- - --1�4- =r-='== __�__�_ _ _�_:_'--- - �� -__- = =_"_== _ " - _ --_ - - - - - - - - - - - - - - - - O _ _� - - - - - - - - - \ �C--- - -- - - - - --- ------ --- - ------- ---- - - - ----- - - ' „�� � � 02+05 11' - ' T r ----- -- -- ____ _ --_____ __ _ - - -_ - -_ -__ - _ - - - - - - -- -- - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- -- - - -- - '0- -- -- - - - --- - - - - - � -n, GSc 6X + o DETAIL "A 1 1 TO LIMIT UNE �� - \ o . S L--.k ' l- ( ' --- I ---- _----_ - --- - - - - o N -���,-------► ---- N - - - - - - - I •-- ,�,--', _ -�— _ - ---},I �- '_ - --X. 2"C,2-12PR 19-'---- - - - ---- _-' - -- - -- - - -- - - - - - - - - - - - - - ''� -- - - - 4 ---- - -- � \ t , „ )�,�_�_ - , yam, , - - N 'v PP #2181141E 1�- .�`+ DE Al "B' --- -,-• ' 1-- - --- -.- -'� - - ---- - - -- - ---- - - - - -- - Y 1 1 1 —� 77 02P 0 6 Y., �- _ �VERIZON 17"X30" HANDHOLE X104 4\ , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- _ - - - - _ - , - - - / - - - - _ _ - - _ _ - �- 1 r -�--�- /� EX. 3 C, 12PR#19 Trr 1 EX. 1-2" SCHED. 80 PVC. EX. 1 WC,1 kC_ - - - _ - - - - - =s 1 ;; ' l� ,J 4 X r' 8 TELEPHONE SERVICE SASE LINE ROAD - - ►N.i _ - - - - - = R96 & R96B J - ��•- N N an `�' EX. 1-2 SCHED. 80 PVC. - - - - - _ - - F 7 7 J a NCi TELEPHONE SERVICE ---�- - r__ -, S Z ;� CN N 16 LJ X11 R 08 WN W ,'I.' I > x PP #1911237E, FD 30587, PD 5190 - - - - � ``' TYPE H EDISON SERVICE, m 120/240 VOLT GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS �. AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN CL THE SPECIAL PROVISIONS. CONDUCTOR SCHEDULE / / // 1_ 7 ,�� w 2. TRAFFIC SIGNS. STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- AWG SIZE WIRE / , / FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM OR CABLE TYPE STD PHASES Az� A3 4 Q Q Q Q / 78, I IF / / / PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 12 WIRE �''a�,�t;, ' ju /u ju ju i/0 O �8. / �\ q 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 2 08,r6P(N) /06PPB(N) - 1/0 1/0 1/0 - - 1 0 / CONDUCTOR / / ;' � WORKS CONSTRUCTION, 2000 EDITION WITH LATEST AMENDMENTS. CABLE 3 02,05,08,08P,16P(N)/08PPBO6PP8(N - - 2(1N)/1 2(1N)/1 - - - 2(1N)/1 // / // ,3p• / /2, 11-#14 4 02,05,02P /08PPB - - - - - - - 1 1 / / / 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR 1-012 / '� / // � / TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR 5 04,08108P /02PPB - - - - - 1/1 1/1 / // /�� LAYOUT. 6 04 � PP 1 1 , 2 B / / NEW PEDESTRIAN N 5 E SIGNALS SHALL BE TYPE A HOUSIN PER CALTRANS G E C L NS 7 01,06,02P / - - - - 1/0 1/0 1/0 1/0 STANDARD SPECIFICATIONS SECTION 86-4.05 WITH CLAMSHELL MOUNTS AND NOTES. � t 3 WIRE LED SECTIONS BY GELCORE, MODEL PS7-CFF1-01A COUNTDOWN PEDESTRIAN MODULE OR CONDUCTOR El EXISTING 8 PHASE NEMA TYPE 90 ASC/2S-2100, ASC/2M MASTERAN APPROVED EQUAL.CABLE � I CONTROLLER ASSEMBLY DETECTOR SENSORS AND AUXILIARY EQUIPMENT 3-#E14, PPB) TOTAL 1/0 2/0 4(1N)/l4(1N)/1 1/0 2/1 3/2 8(1Ny IN AN EXISTING TYPE "R" CABINET WITH INTERCONNECT TERMINATION 6. PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL BE SYNCHRONEX PART NO. MODIFY T PROVIDE FOR PHASE 6 PEDESTRIAN MOVEMENT. 1ASY2021-41, ADA-2, CAMPBELL ROUND 4EVER 120 OR AN APPROVED EQUAL. #12 IISNS 2 1 � 2 - � � 0I #10 LUMINAIRES 2 < < z ❑2 REMOVE EXISTING R96 AND R96B SIGNS. EVP CABLE 2 J 4 3 REMOVE ALL CONFLICTING STRIPING BY WET SANDBLASTING. 12PAIR #1 INTERCONNECT CABLE DETECTOR SCHEDULE ❑4 PAINT 12" SOLID WHITE CROSSWALK PER CALTRANS STD. A24E. 01 - 2 TYPE 02 _ _ _ 2 2 2 2 CONTROLLER SENSOR CHANNEL DETECTOR INPUT Underground Service Alert B 04 - 1 1 1 - - - 1 _ _ CITY N 4► O 9 1 1 6 2 b N T T 0. DESCRIPTION F REVISION OA - - 1 0 SIO E APPROVWt DLC 05 2 2 2 2 2 1-S-02 (2) 2 rg, E0 - - - 2 - - - 1 1-E-08 (4) 8 6 2 } G Coll: TOLL FREE 2 _ CITY OF RANCHO CUCAMONGA - �4 ( ) 4 2 W - - - - - - 1 2 08 1 1 1 I-N-01 (1) 1 0 1-800 _ _ _ _ _ _ - - 3 2 1-s-05 (1) s 422-4133 - - - - _ 1 2-N-06 (4) 14 TRAFFIC SIGNAL PLAN 4 TOTAL - 1 5 5 4 4 5 10 2 2-S-02 (4) 10 FOR T 1 1-N-�1 (3) 9 TWO rrDWM DAYS KFME YOU PERCENT FILL 3 1 J 21 24 5 8 19 23 5 2 2-S-05 3 13 CONDUIT SIZES �% 3' 3 2 Sig" 2V2" 3" 3/2 -3 2 1 01 & 06 EV PMT 3 CARNELIAN STREET AND VIVERO STREET 2 02 & 05 EV PMT 4 T APPROVED BY: DATE: ALL CONDUIT AND CONDUCTORS ARE EXISTING EXECPT AS NOTED N FOR NEW ( ) 1 �8 & �4 EV PMT 5 7 CITY ENGINEER R.C.E. 0. 24953 2 �4 & m8 EV PMT { 6 AIrO EC LADED AUST/N FOUST ASSOCIA TES INC DESIGN !b. � J.A. AIM R TRAFFIC ENG/NEERlNC AND TRANSPORTATION PL ANN/NC 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 1 TE EPHONE 14) 66 -0496 FAX (714) 667-7952 J.A. OF 1 SHEET CAL' 3-� DATE: 7' CHECKED RAWTNG LA0. � JAMES J. ON. RCE 22863 EXPIRE 1'2-31-05 AFA Fle: 751.00'1 CARVIV-R.D11MC dk 29 AM 03/19/04 f�Jec� s I�eefi $ o� S