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HomeMy WebLinkAbout1300-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 JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS. _CASE 1 w w 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 OF DOUBLE YELLOW LINE • ��* � OR MEDIAN CURB FACE CATIONS. TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS 81DEWALK d (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "P" CABS LEFT TURN LANE _ 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 1 — 3 15 10' o WORKS CONSTRUCTION. 1988 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. '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 a CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 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 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 -j UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. e 10' N v ARE NOT SHOWN ON THESE PLANS. 947-8227 CASE Z SOUTHERN TCA IFORNIABGASDCO. (800) 422-4133 = 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. 800 422-4133 SECTION CAB TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800) 422-4133 —� It 4 LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 _-- = - (WATER AND SEWER) SIDEWALK e / THRU LANE -c° w UNDERGROUND SERVICE ALERT (800) 422-4133 "P" CABS -1 SIDEWALK 10, - J PLAN SECTION J o 4" LANE LINE OR � _j O TURNING LANE LINE 3 w CURB — - V) I N EXIST. C & G THRU OR RIGHT 10' o E.C.R. — — —� TURN LANE v Uj SASE 8 2' S I __13" "P" CAB. "P". cn O » SECTION s 04 CAB . 5 �`' 1 �� SIDEWALK _- TOP OF CURB FACE F�-Q f " 8 U C- 6 L C > 1 0 4 0 M D C. ° / +G "B" _w6" 4 1 VARIES a of { Q f O r rV PLAN SECTION U C6 TYPE •P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) - TO ADVANCE DETECTORS PEU laol TO 120 V SERVICE PLANS FOR THE CONSTRICTION OF (2 #12) TRAFFIC SIGNALS AND SAFETY LIGHTING TO I.S.N.S. (2 #12) TEST SWITCH 40/-- ' - AT tA CONTACTOR BASE LINE AND RARIONA AVENUE , TYPE III PHOTOELECTRIC CONTROL WIRING DIAGRAM BASE LINE ROAD AND VALENCIA AVENUE ABLOCKS 5 AMP METER P.E.U. AND HAVEN AVENUE AND VICTORIA STREET' FETY SOCKET SOCKET VICINITY MAP SHEET INDEX BSf JOB No. 03894.00N0. REVISION APPR. DATE —REMOVE-NO CONNECTION a9 cw FlCF: :cuc-1.dM^g REMOVE I HIGHLAND 30 a AVENUE 1. Ti CONNECT PLANS PREPARED BY tle Sheet CITY OF RANCHO CUCAMONGA I � � � � �. � � _ - "' 19th ¢ Q Q "' Q ST Q 2. Traffic Signal Plan QROFESS/oti - CONNECT r—� 3a CONSULTANTS, NC. ��o PNK F '��q`� TRAFFIC SIGNAL PLAN \ICT RIA Base Line Road and Ramona Avenue � �v Z ——— I/) J Consultants to Governmental Agencies ST (� LLj --�L-- -sem----SIL ----------� 3. Traffic Signal Plan 1415 East Seventeenth St. Santa Ana, CA 92701 No. 20568 Z (714) 558-1952 � ►*i REMOVE-NO Q 30 AMP Base Line Road and Valencia Avenue Ev 9-30-89 CONNECTION BASE LINE #0 ROAD s� ` 4. Traffic Signal Plan q CMV/0 MV 50 AMP. a g rF of ��F� GENERAL INFORMATION AND DETAILS a CA OA N OB W Haven Avenue and Victoria Street UNDER THE SUPERVISION OF 15 A P. 1/0 EQUIP. UNMETERED �' a - _ S' 1/0 SERV. GROUND < a CHURCH STREET APF K�VEJ BY DATE - �,ti / _ GROUND o Z N rrN Essio� CITY ENGINEER R.C.E. N0.22397 -- �`' /' cl L . C ql r z o Z a Y NORTH v) �-1 -�f� '�q� DESIGfv TO LS.N.S, TO TRAFFIC TO _ M acy- > J = __ - _ _ 2 REC�M��IENDEC PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES Q = a � _ _ N.T.S. o R.C.E. No. 20568 XP. 9-30-89) z CONTROL FOOTHILL BOULEVARD 157 FFm w r., DRAWN SHEET Z * Ev. 12-31-90 : SERVICE WIRING 1 4 s � � �, r OF c - _ - �q TRAFF R E 1157 (EXP. 12-31-90) rF OF cp,0� CHECK DRAWING NO. �- -__J,5 _ 0_ 33' - - 22' — - 22' I{ CONDUCTOR SCHEDULE PHASE DIAGRAM POLE SCHEDULE RUN NO GROUP A GROUP B JOIN L STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.S.N.S. PLACEMENT WG CIRCUIT 0 I ® 1111 A 9 ® EXIS77NG 2 TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE1 QUAD VEHICLE PED. MESSAGE B or E C 01 3 J 3 3 3 3 3 3 6 1 24-4-80 30 35 12 250 W B 4 E MAS MAS SV-1-UM SP-1-CS Ramona 733b -1' 2.5' /2 - - - 3 3 - - - 3 Z NOT USED 4 I I 2 1-A 10 - - - B 2 S TV-1-UM SP-1-CS - -12.5' 04 3 17-3-80 30' 20' 12' 250 W B 2 S MAS SV-1-UM SP-1-CS Base Line 99 -1' 2.5' 05 _ _ _ 3 3 - - - 3 + 4 1-A 10, - - - B 8 W TV-1-UM SP-1-CS - A -1' 2.5; 06 3 3 3 3 PHASE 1 PHASE 2 PHASE 3 PHASE 4 a r 5 24-4-80 30 35 12 250 W 8 8 W MAS MAS SV-1-UM SP-I-CS Ramona 74x 1 2.5 08 - 3 3 3 3 - - - 3 6 1-A 10' - - - B 6 N N-1-UM SP-1-CS - -1' 2.5' /2P 2 2 2 2 2 - - - 2 N I J „ 7 11-3-80 30' 20' 12' 250 W B 6 N MAS SV-1-UM SP-1-CS Base Line 98C0 -1' 2.5' /4P - - 2 2 2 - - 2 4 Z NOT USED i ;; n 8 1-A 10' - - - B 4 E TV-1-UM SP-1-CS - -1' 2.5' l4 /6P - - - - 2 2 2 2 4 /8P - 2 2 2 2 - 2 2 4 /2 PPB - 1 1 1 1 - - - 1 PHASE 5 PHASE 6 PHASE 7 PHASE 8 04 PPB - - - 1 1 - - - 1 ;; I 4 x 06 PPB /8 PPB 1 1 1 1 1 1 1 1 2 I ' o PPB COMMON 1 1 1 1 1 1 1 1 2 ? o SPARES 3 3 3 3 3 3 3 3 1 6 1W TOTAL 10 16 18 25 27 1 1,3 19 21 1 48 z " W. LJ 12 LS.N.S - 2 2 2 2 1 2 2 2 - W SIGNAL COMMON 1 1 1 1 1 J 1 1 1 l 1 2 J10 LUMINAIRE - 2 2 2 2 2 2 2 1 - I Z TOTAL 1 3 3 3 3 3 3 3 1 2 1 11 8 SIGNAL SERVICE - - - - - - - - 2 „ Q ` „ 01 - - - - 1 - - - l 9 " 2 #16 02 2 2 2 2 2 - - - 2 17' 10' 17' Owl TYPE /4 - - 2 2 2 - - - 2 B 05 1 1 1 1 1 - - - 1 SCALE: 1 " = 20' DLC 06 - - - - 2 - - - 2 I I �, —--- - /8 - - - - - - 2 2 2 N o TOTAL 3 3 5 5 8 0 2 2 10 3 N N 10 4 (MOUNT ON EXIST. SNS POLE) CONDUIT SIZE 2" 2' 2.5' 2.5 2.5 2" 2 2 2-3 R/W ^i r OS �4P -��� 08 08P 08 R2614 0 (S) P.P.- - - 1.5" C. 1-DLC. - - - - - 02 N 5 s 01 -� T T i P C c TO BE REMOVED BY EDISON BASE LINE �_ W w - 02� - N N N --- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- -- ----- ---- ---- ---- ---- ---- ---- ---- "' ----�, 02 8 10 _ a I ® wTYP. SB _ w N N 9 SB 250' TO X-WALK 30' 15' 50' 50' --------------------------------------------- -----------------------_-__-------- - -- -- c� -- -----______------------------_______-----------------_______-----------------___ -- - - ---- -------- ------ _ _ 1—E-05 — — — — _ 4 3 2 L 1 c 05 _ 1 2 3 4 — — — — — ------- 1 —01----- 01--- - - ------- ------- ---------------------------7.7-7.7.: -- -- ------- ------- --------- -------------------------------------- ---- ----50,-- _ - 50, ----- -- --- - - - 250' TO X-WALK � N S6 TYP. 6 I - j--- ---- ---- ---- ---- ---- 3 ---- ---- 06-- ----------- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- �, 6 N 7 CN 1.5" C. 1—DLC. 06P 6 06P ROAD 055 06 F - ----- ® 04 4P 04 08P 04 0 R26(S) ,, SB ® ^ © �® - - - - - - - - - - - - - - - _ 6 - - - - - _ -3 RAW - _ - _ - _ - - \ Q7 �� #6 � ' 14 6'x 10' 2 ca 2" C. 2 #8, 2 #10 do 2 #12 10 a 2" C. WITH PULLROPE Lel / I i I� 11 CONSTRUCTION NOTES: N V 17' 10' 17' [,wm 1❑ INSTALL CITY FURNISHED TYPE 90 CONTROLLER AND APPURTENANCES IN A TYPE P CABINET. CONTRACTOR 4 Q 9 TO SUPPLY ANCHOR BOLTS AND INSTALL FOUNDATION. z I 2❑ INSTALL 120/240 VOLT TYPE III-BF SERVICE WITH 40 AMP METERED SIGNAL CIRCUIT, 15 AMP METERED I.S.N.S. Q -- CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT. PLACE PEDESTAL 10' NORTH OF SERVICE POLE. ' Q S8 a REMOVE AND SALVAGE EXISTING "STOP" SIGN AND INSTALL R26-1. 1 "NO PARKING ANY TIME" SIGN ON SAME POST. < 4❑ INSTALL R26-1. 1 "NO PARKING ANY TIME" SIGN AND POST. �, Bst JOB No. 03894.00 No. REVISION APF'R. DATE [� BSI CAD FlLE.• SCUC-l.dwg US 5 INSTALL 24" x 24" R34 "NO U TURN (SYMBOL)" SIGN PER STATE STANDARD PLAN ES-6T, DETAIL U. , :W -- CITY OF RANCHO CUCAMONGA „ , •� I PLANS PREPARED BY 6 PAINT 12 WHITE CROSSWALK LINES SPACED AT 10 APART. I oFESSi - - ❑ ¢ PR pyo WHITE TRIP AND INSTALL TYPE G RAISED PAVEMENT MARKERS AT 25 SPACING. 3 r � ' CONSULTANTS, INC. �o PtJK F. r9 TRAFFIC PLAN 7 PAINT 100 OF 4 SOLID TE S E -.i+ Q 2 ❑ r Consultants to Governmental Agencies � Z ac g � (� n � 8❑ PAINT DOUBLE YELLOW CENTERLINE STRIPES AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 22. 1a15 East Seventeenth St. Santa Ana, CA 92701 No. 20568 BASE LINE ROAD & i (714) 558-1952 9❑ PAINT 8" WHITE CHANNELIZING LINE AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 38. ' E� 9-30-e9 *T �►�,� ��= RAIIIONA AVENUE n - - qr p� 10 PAINT ARROW MARKING AS SHOWN. F F � UNDER THE SUPERVISION OF OF CAS 11 INSTALL 2" TYPE H SERVICE RISER ON P.P. No. 2121173E AS DIRECTED BY SOUTHERN CALIFORNIA EDISON CO. 8 APF k�_ VEJ HY JA-IL �1 ' e7 rn 4 22397 ES F S I � I Quo io CITY ENGINEER -7°'� -_� --_ R.C.E. Nd._ _ ti SB SANDBLAST CONFLICTING STRIPING AND MARKINGS. o t. C �� �9B �Z JESiGI, RF - tVI EW FL N . 20568 SCP. 9-30-89 RCE. o ) I r 0 M. HONDA JOIN No. 1157 r EXISTING c� rn w r,, DRAWN SHEET 0G Ems. 12-31-90 � � * M. HONDA 2 4 22' 22' sr 'AFF�� �� -- ---_OF 33' 33' R.T . No. 157 (EXP. 12-31-90) �rF OF CAL\F CHECKED � DRA NG NO. T. HARTL __".3QQ C O N D U C T O R S C H E D U L E O. WG CIRCUIT © I Q N 01 - - - 3 3 - _ 3 PHASE DIAGRAM POLE SCHEDULE 02 - - - - 3 3 6 GROUP A GROUP B L STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.S.N.S. PLACEMENT C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE B or E C 04 - 3 3 3 3 - 3 6 �f 29-5-80 30' 55' 15' 256 W B 4 E 3-MAS SV-1-UM SP-1-CS Valencia Alf 10' 25' 05 3 3 3 3 3 3 3 6 �_ I _ _ _ , 06 - - - 3 3 - - 3 z NOT USED I 2 1-A 10 B 2 S N-2-UM SP-1-CS - 10 2.5 06 - - 3 3 3 - 3 6 + 3 17-3-80 3C' 20' 12' 250 W B 2 S MAS SV-1-UM SP-1-CS Bose Line 10700 8' 2.5' 08 - - - - 2 2 2 4 4 1-A 10' - - - B 8 W N-2-UM SP-1-CS - 10' 2.5' PHASE 1 PHASE 2 PHASE 3 PHASE 4 5 29-5-80 30' 50' 15' 250 W B 8 W 3-MAS SV-1-UM SP-1-CS Valencia 74 o 10' 2.5' # 14 06PP 2 2 2 2 2 _ 2 2 04 6 1-A 10' - - - B 6 N N-2-UM SP-1-CS - 10' 2.5' _ _ _ _ i 7 17-3-80 30' 20' 12' 250 W B 6 N MAS SV-1-UM SP-1-CS Base Lines 12' 2.5' 08P 2 2 2 2 0 — - NOT USED 1 4 39 39 g 1-A 10' - - - B 4 E N-1-UM SP-J-CS - 1G' 2.5' 02 PPB - - - - - - 1 1 Z 21 04 PPB 1 1 1 1 1 1 1 1 2 + I 06 PPB - 1 1 l I 1 - - 1II 08 PPB - - - 1 1 - - 1 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PPB COMMON 1 1 1 1 1 1 1 2 SPARES 3 3 3 3 3 3 3 6 m ' TOTAL 10 16 21 28 33 13 22 55 0 12 LS.N.S - 2 2 2 2 2 2 - Lij 18 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 2 I / 10 LUMINAIRE - 2 2 2 2 2 1 2 - I Z TOTAL 1 3 3 3 3 3 3 2 LLl 8 SIGNAL SERVICE - - - - - - - 2 01 1 1 1 1 1 - - 1 2116 02 - - - - 2 - - 2 ? Z TYPE 04 - - - - - - 2 2 04 c" I B 05 - - - - 1 - - 1 8� " SCALE: 1 " = 20' DCC 06 2 2 2 2 2 - - 2 N 08 - - 1 1 1 - - 1 � N ��L� �� J 1 TOTAL 3 3 4 4 1 0 2 9H0 1 CONDUIT SIZE 2' 2' 2 2,5'1 3' 1 2' 1 2' 2-3 2~ 10 &#8.# 12 © 2" C. WITH PULLROPE 2 �l ���`- ` J ( ®\ \ TO BE REMOVED BY EDISON - - - - - - W 0 - - - - °R - - - - / 08 L - L 04P -------- _-- -�I�'_08 08P 08 02P s EDISON HAND HOLE-� ; OO1 --- --------- - J 1.5" C. 1-DLC. N - — — — — — — — — — — — TO BE REMOVED BY EDISON ; 5 01 , `� w w - -02 BASE E 02P ,�� ,�� -- -- — -----T—�----\ --------------------------------------------------------------------————————��-————————————————————— ——————————— i \ \ s 02 \� \ \ 10 180' STRIPING N ____ �v 3 17. TRANSI TION 1 gym` ---- ---- ---- ---- \ - - - i -- _ -—�s —_ --- `�_ ---- ---- ---- -- - ---- ---- ---- ----T W V. 250 TO X-WAC K r 10 TIP• SB N N 9SB 7 12 - -------- - --------- --l�-------- 05 1—E-05 4 1-W-01 4 -- ._ 3 15_ 2 1 w -" 01 - L co 250' TO X-WALK ----------------------- --- ----- --- ---------- ---- ---- 9 a N A® 1 El ---- ---- 3 SB 006 c%q I-E r-) l I ,�! 7_1 7 6 1 06 / TO BE REMOVED BY EDISON ROAD )'1 co 06P r� c c c — SB TIP06 ' 06P 3 s . SL — -- T T T — 1.5" C. 1-DLC. - _ _ _ _ 8 05 _ _08P_ _04 04 04 Q 4P5 � 3 - - R/W - - - - - - — — Al \ \ — & / 6,x 10' #E 1 CONSTRUCTION NOTES: QQ 0 N 08 001DINSTALL CITY FURNISHED TYPE 90 CONTROLLER AND APPURTENANCES IN A TYPE P CABINET. CONTRACTOR lk N TO SUPPLY ANCHOR BOLTS AND INSTALL FOUNDATION. Q co ^ 2I INSTALL 120/240 VOLT TYPE Ill-BF SERVICE WITH 40 AMP METERED SIGNAL CIRCUIT, 15 AMP METERED I.S.N.S. U CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT. z I 3REMOVE AND SALVAGE EXISTING "STOP" SIGN AND INSTALL R26-1. 1 "NO PARKING ANY TIME" SIGN ON SAME POST. _w_1 8 I m i o 41 INSTALL R26-1. 1 "NO PARKING ANY TIME" SIGN AND POST. Q BSI JIaB No. 03894.00 No. REVISION APPR. 1 DATE BSI CAD RE. $CUC-2.d wg 5 I INSTALL 24" x 24" R34 "NO U TURN (SYMBOL)" SIGN PER STATE STANDARD PLAN ES-6T, DETAIL U. PLANS PREPARED BY CITY OF RANCHO CUCAMONGA I In 6I PAINT 12" WHITE CROSSWALK LINES SPACED AT 10' APART. Fes— 20 20 -- FESS 04/ 7 PAINT 100' OF 4" SOLID WHITE STRIPE AND INSTALL TYPE G RAISED PAVEMENT MARKERS AT 25' SPACING. 30' 30' v ' CONSULTANTS, INC. o PNK F q`� TRAFFIC SIGNAL PLAN D � � 1- Consultonts to Govemmentol Agencies � !� � 'E SD PAINT DOUBLE YELLOW CENTERLINE STRIPES AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 22. 1415 East Seventeenth St, Santa Ana, CA 92701 No. 20568 z BASE LINE (714) 558-1952 ROAD & 9D PAINT 8" WHITE CHANNELIZING LINE AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 38. 06 E� 9-30 89 *Tqr CIV01 ����� VALENCIA AVENUE 10 PAINT ARROW MARKING AS SHOWN. F Fo UNDER THE SUPERVISION OF OF CA\-� i11 SAWCUT AND REMOVE APPROXIMATELY 20 L.F. OF EXISTING RAISED MEDIAN ISLAND. RECONSTRUCT ISLAND NOSE IN APFk�VEJ BY t JATE ,.Id , KIND PER CITY STANDARD PLAN No. 314. RE-PLACE DEEP LIFT A.C. TO MATCH EXISTING STREET SECTION. - Q�pFESS/pN CITY ENGINEER �!�'J� -- _ R.C.E. 22397_ 12 PAINT 4 WHITE SKIP LINES AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 9. - "c- � �� �2 JESIGr. RE�'(.,l �IENDED I R.C.E. No. 20568 EXP. 9-30-89) � �� r o M. HONDA Qrv` SB SANDBLAST CONFLICTING STRIPING AND MARKINGS. - No. 1157 z 12-31-90 M. SHEET M. HONDA 3 OF 4 n?AFFNo Ir R.T. . No 157 (EXP. 12-31-90) 9rF OF Cjpk,0 � CHECKED -.LkDRAWING NO. T. HARTZO1300 CONDUCTOR SCHEDULE WG CIRCUIT 0 01 3 3 3 1 3 .3 3 6 6 02 — — — — — — — 3 3 PHASE D I A G R A M 44 44' P O L E S C H E D U L E 04 — 3 3 3 — — 3 6 6 GROUP A GROUP 8 32' 32' —i L STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.S.N.S. PLACEMENT I I TYPE HT. SIG. LUM, H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE B or E C 05 — — — 3 — — 3 3 C II II ----� I 1 29-5-80 30 45 15 250 W B 4 S 3—MAS SV-1—UM SP-1—CS Victoria l 25 06 3 3 3 3 — — — 3 3 � I �� �� 00 08 — 3 3 3 — 3 3 6 6 z NOT USED I 1—E-04 112 1—A 10 — — — B 2 W N-2—UM SP-1—CS — 1 2.5 , — II II ' 19— —80 30 25 12 250 W B 2 W MAS SV-1—UM SP-1—CS — _ _ _ _ 3 3 SP C Hahn 1 Z5 12P � 2 2 2 2 + 2 1 14 14P 2 2 2 4 4 29— —80 30' 55' 15' 250 W B 8 N —MA SV-1—UM SP-1—CS A ' � PHASE 1 PHASE 2 PHASE 3 PHASE 4 5 5 3 S S 1 UM SP 1 CS V<ctoria 1e�o 1 25 16P 2 2 2 2 — — — 2 2 , Y II II — 08P — 2 2 2 — 2 2 4 4 II II 6 1—A 10 — — — B 6 E N-2—UM SP-1—CS 3 Z5 02 PPB — — — — — 1 1 1 1 N 3 — 7 11-3-80 30.1e ; 20' 12' 250 W B 6 E MAS SV-1—UM SP-1—CS Hoven 6 �r X 2.5' 04 PPB — — — l — — — 1 1 Z NOT USED i '� II 8 1—A 10 — — — B 4 S TV-1—UM SP-1—CS — 1 25 06 PPB — 1 1 F----� I I II 08 PPB 1 1 1 1 1 1 1 2 2 9 �- PHASE 5 PHASE 6 PHASE 7 PHASE 8 I W PPB COMMON 1 1 1 1 1 1 1 2 2 SPARES ,3 3 3 3 3 3 3 6 6 I ;; LLJ TOTAL 13 22 24 28 10 16 21 52 52 12 LSN.S 2 2 2 2 — 2 2 2 — 1.5" C. 1—DLC. I 16L "o (� SIGNAL COMM_ON 1 1 1 1 1 1 1 2 2 i 1, # 10 LUMINAIRE 2 2 2 2 — 2 2 2 — N „ . TOTAL 3 3 3 3 1 3 3 4 2 � II ' II 8 SIGNAL SERVICE — — — — — — — — 2 I I ,` SCALE: 1 = 20 6 02 — — — — 2 3 3 3 ,3 3 5 I ►� II 104 — — — — — — 4 4 4 II T)PEo VENT B 05 _ _ _ _ 1 1 1 1 1 STREET LIGHT TO BE 11 1 ; 9 "^ DLC 06 — — — 3 — — — 3 3 REMOVED BY EDISON rEji 04�~ Iii 18 — 2 2 2 — — — 2 2 TOTAL 0 2 2 6 4 4 8 14 14 `V " CN11 1 2" C. WITH PULLROPE CONDUIT SIZE 2" 2' 2" 2.5' 2" 2' 2.5' 2-3 2-3 / I 3 2 12 i F - 1 II - - R/W - - - - - - W � _ - ----- - - - - - - - - - - - - - 9 - -� — ---- - - 1.5" C. 1-DLC. �� __ ---- ----� --08 08P 08 �- 2" C. 2 #8_2 110 do 2 112 — — — — � — — — 1 c] 02 08 04P -T-1 13 01 TO BE REMOVED BY EDISON -� 6 02P N w — ►� G 02P G 3—S-02 ---- ---- ---- ---- ---- ---"' ---- ---- ---- ---- ---- ---- ---- ---- ---------------------- HAVE02- " S s ) d' N 7 " •Is, ---- ---- ---- ---- ---- ---- ---- ---- -------------------- –� I ---- ---- ---- ---- ---- ---- I v LO 02 I 4 �, 10 6 ^ FI " REPAINT EXISTING 8" W141TE CHANNELIZING LINE 280' TO X-WALK --- --------�---------------------- 05 01 ' �,(�—2--- 15 - - 3 30' 4 1—S-05 �: — — — — 7 1'' 1_N_01F4�� 30' 15' - 2 -=r- 1 IRR- - RR -- - -- — C -- _ 6 U) ---- REPAINT EXISTING ----- -------------------------------------------- 8" WHITE CHANNELIZING LINE ^ 280' TO X-WALK _ 06 AVENUE ll ,� –L-- ---- ---- ---- ---- ---- I N --–––––––––––––––––- ---- ---- ---- ---- ---- ---- ---- ---- I � 06I N 7 N N b 1.5" C. 1-DLC. iCIO CIO E3 - --- _ 06P .. .... 06P 3 ... -�... _ 04 04P 04 08P05 06 . J LI— — 14 14 - - - - - - - - - - - - - - n2 - - - - - - R/W - - - - - - � " 08 - �. 3 CONSTRUCTION NOTES: s 00 4 CK) CONSTRUCTION NOTES (CONT'D): F1_1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER AND APPURTENANCES IN A TYPE P CABINET. CONTRACTOR TO N 14 INSTALL MINIMUM 4.5" WIDE P.C.C. SIDEWALK (5' TO CURB FACE) AND SUPPLY ANCHOR BOLTS AND INSTALL FOUNDATION. 17' 10' 17' RAMP PER CITY STANDARD PLANS 310 AND 311 AS DIRECTED BY THE ENGINEER. JOIN CATCH BASIN TO THE WEST. REMOVE SHRUBBERY F INSTALL 120/240 VOLT TYPE III—BF SERVICE WITH 40 AMP METERED SIGNAL CIRCUIT, 15 AMP METERED I.S.N.S. Q AS NECESSARY. CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT. SANDBLAST CONFLICTING STRIPING AND MARKINGS. 3] REMOVE AND SALVAGE EXISTING "STOP" SIGN AND INSTALL R26-1.1 "NO PARKING ANY TIME" SIGN ON SAME POST. _ I No. REVISION APPR. DATE `II J I BSI CAD ME. ;COC-1 dwg BSI JOB No. 03894 44 INSTALL R26-1. 1 "NO PARKING ANY TIME" SIGN AND POST. CITY OF RANCHO CUCAMONGA „ 4 o PLANS PREPARED BY 51 INSTALL R18-2. 1 RIGHT LANE MUST TURN RIGHT AND R26-1. 1 NO PARKING ANY TIME SIGNS AND POST PER �: RpFESS7� - -- - - TNE D/�PEGT/01t/ Of THE E�c/6/�C/EE�P. h5711 CONSULTANTS, � NC. �,o I? y, F y 9� TRAFFIC SIGNAL PLAN 6 PAINT (OR REPAINT EXISTING) 12 WHITE CROSSWALK LINES SPACED AT 10 APART. � Consultants to Governmental Agencies 7 I PAINT 100' OF 4" SOLID WHITE STRIPE AND INSTALL TYPE G RAISED PAVEMENT MARKERS AT 25' SPACING. I 1415 East Seventeenth St. Santa Ana, CA 92701 No. 20568 714 558-1952 m HAVEN A & 81 PAINT DOUBLE YELLOW CENTERLINE STRIPES AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 22. I I * EIS 9-30-89 s T-1T C " � VICTORIA STREET 9I PAINT ARROW MARKING AS SHOWN. F of 0,01 I UNDER THE SUPERVISION OF C 10 PAINT DOUBLE/DOUBLE YELLOW "ISLAND" STRIPING AND INSTALL RAISED PAVEMENT MARKERS PER DETAIL 29. APF-k_dE_) BY ` ' / ' JAIL 5/_/, _ QRpFESS7�N CITY ENGINEER R.C.E. N0._2397 it REMOVE AND SALVAGE EXISTING "STOP" SIGN FROM STREET LIGHT STANDARD. !Sy�� o c N n �G �- ��� DESIGt� RE_G�M1.1E�J��E[ 12 INSTALL 2 ' TYPE H SERVICE RISER ON P.P. No. 1240935E AS DIRECTED BY SOUTHERN CALIFORNIA EDISON CO. R.C.E. No. 20568 ( -89) M. HONDA . 9-30 4 ti r No. 1157 z 13 INSTALL 24" x 24" R34 "NO U TURN (SYMBOL)" SIGN PER STANDARD PLAN ES-6T, DETAIL U. 12-31-90 DRAWN SHEET 0� Exp. M. HONDA 4 OF 4 22 22 FIF R.T.E o. 1 7 EXP. 12-31-90 r�r OFCAL 33 �F Ca�� CHECKED DRAWING NO. 33 T. HAR 1300 c