Loading...
HomeMy WebLinkAbout1330-S GENERAL NOTES GENERAL NOTES !CONT.) CURB FACE 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. EXIST. WALL AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN EXIST. SIDEWALKTHE SPECIAL PROVISIONS. 7. PULLBOXES SHALL BE N0. 5 EXCEPT AS SHOWN. EXIST. C do G 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI — EXIST. SIDEWALK 12" LIMIT LINE CATIONS, TRAFFIC MANUAL, AND STANDARD SPECIFICATIONS. CONFORM 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS 2' "P" CAB' PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 5 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL 4" P.C.C. "P". MIN. 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. SECTION CAB WORKS CONSTRUCTION, 1988 EDITION. „ _ 30' 15' 10' 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 1 4 :1 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. { TURN LANE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB— UTILITY COMPANIES PHONE NUMBERS STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. (714) 947-8269 EXIST. WALL 10, UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS CO. 800 422-4133 THROUGH LANE ARE NOT SHOWN ON THESE PLANS. GENERAL TELEPHONE CO. 800 422-4133 l PLAN SECTION PACTEL (800) 422-4133 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 — TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (WATER AND SEWER) ARCHIBALD AVENUE AND LEMON AVENUE LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133 THROUGH OR TURN LANE 10' CURB FACE EXIST. C do G EXIST. SIDEWALK 1 5' "P" CAB. SECTION EXIST. AC "P". MIN.>< LOOP DETECTOR NOTES SIDEWALK CAB t 1. ALL LOOPS SHALL BE 6' X 6' EXCEPT AS NOTED „ ST 1 316 �� 2. LOCATE ALL LOOPS CENTERED IN LANE EXCEPT AS NOTED ON PLAN , 8 UC- 6 L C 3. SEE TRAFFIC SIGNAL PLANS FOR ADVANCE LOOP DETECTOR LOCATIONS Lh 4 PLAN SECTION HAVEN AVENUE AND 7TH STREET TYPE •P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT I.S.N.S. LEGEND DETAIL PAD DETAIL PEU PROJECT LOCATION 120 VOLT SERVICE INDEX OF SHEETS — LEMON AVENUE 0 W 1. NOTES AND DETAILS oazz_ > HIGHLAND AVENUE 2. UTILITY PLAN — HAVEN AVE. AND 7TN ST. 3. UTILITY PLAN — ARCHIBALD AVE. AND LEMON AVE. TO ISNS (2 #12) 4. SIGNAL PLAN — HAVEN AVE. AND 7TH ST. 19TH STREET 5. SIGNAL PLAN — ARCHIBALD AVE. AND LEMON AVE. CONTACTOR w 6. SIGNING AND STRIPING PLAN — HAVEN AVE. AND 7TH ST. ENCLOSURE TEST SWITCH w z ?W ARCHIBALD AVE. AND LEMON AVE. z z Z) TYPE III PHOTOELECTRIC Q z Q Q CONTROL WIRING DIAGRAM z Q w m 0 z Y W J W Q� W Q = Q = 2 125 AMP METER P.E.U. BASE LINE ROAD SAFETY SOCKET w D SOCKET Q 0 z TEST Q BLOCKS REMOVE-NO w J REMOVE I CONNECTION FOOTHILL BOULEVARD CITY OF RANCHO CUCAMONGA CONNECT CONNECT :1 REMOVE NOT TO SCALE Q�oFEssl�tiq TRAFFIC SIGNAL PLAN ARROW HIGHWAY puanP�l Fac T HAVEN AVENUE AND 7TH STREET REMOVE-NO CONNECTION 30 AMP *� `N "Z'e" *j ARCHIBALD AVENUE AND LEMON AVENUE A /r�\ 50 AMP. o Jf CIVIL c. OA N OB o - PROJECT LOCATION FC 9lFOA��F� 15 AMP. I/O EQUIP. UNMETERED � APPROVED BY _ �- - UA1E j I/O SERV. GROUND CITY ENGINEER = R.C.E. ,fV©. 22397 GROUND TO I.S.N.S.7 TO TRAFFIC SIGNAL TO DESIGN PANS PREPARtU E3Y: RP Li 7TH STREET 'IUMMENDP PHOTO ELECT. CONTROLLER LUMINAIRES MG -� A _ CONTROL 6TH STREET WILLDAN ASSOCIATES DRAWN SHEET 155 HOSPITALITY LANE SUITE 110 SERVICE WIRING MG SAN BERNARDINO CA. 92408 1 OF 6 VICINITY MAP CHECKED 6_1714) 824-2143 DRAWING NO. -- -- 1330-5 01 SATE II I II II I II II II I II ' I II II I II I ' II � WI I �I SCALE: 1"=20' II I 11 zl I i \ � � R/W R/W _ _ — T T I I - - __ � — - - - - - - - - - - - - Qz- all - - - - —S— - - — - - - - - - - - II T I I HAVEN AVENUE T T T _ T 77- R/W I R/W - - s - - - - - - - - s - - 1 I TELEPHONE VAULT II III I �JIMF CITY OF RANCHO CUCAMONGA II IIII _ _ T i II I ) I I UTILITY PLAN I , i °II IIII oF�sslo c�OQ� �q� HAVEN AVENUE AND puarl I I IIII �� o�ry e��Fyc 7TH STREET I I IIII No. 2 73 E"p > * APPROVED BY / DATE --)6. `, 27, IV ���� CITY ENGINEER R.C.E. X40. 223'57 � II IIII a� - DESIGN i�ANS F-,EPARED BY: rRMENDED I I III I DRAWN MG WILLDAN ASSOCIATES 155 HOSPITALITY LANE, SUITE 110 R/W MG SAN BERNARDINO, CA. 92408OF 6 CHE KED (714) 824 2143 G N0. 0-S ATE III II I I III II I I III II I III II I III II I III II I � � I � I III II I III w I I III � II I z I III w I ) III > II I Q I III II I _ _ z I III o it "_ i III :2II SCALE 1 20� III w II I III II I III I II I I III II I III II I III � II I III II I I III II I I III II III , II I I III II¢ I I � I I R W / I w I x R W - - - - - - - - - - - - - - s - - - - - - - - - - s II I I —I — T — — — — — — — — — — — — — — — — — — — — — — — — — — R/W —E3— -F I R/W � 11 II r I I I ~ I II I II II I I I CITY OF RANCHO CUCAMONGA I / OFEs�rq "y _� UTILITY PLAN ;,� : T, L T ` No.JJ2 73�1 'I II II I I r , ,Q ARCHIBALD AVENUE AND F cak.��� .I LEMON AVENUE APPROVED BY / �;3 t DATE � h CITY ENGINEER v ` R.C.E./NO. 2 397 I I II I DESIGN PLANS PREPARED BY: RE 0 MENDED III Ii I I I I I I I I MG WILLDAN ASSOCIATES DRAWN 155 HOSPITALITY LANE, SUITE 110 SHEET - 36 I ( I MG SAN BERNARDINO, CA. 92408 OF CHE KED (714) 824-2143 DRAWING NO. POLE SCHEDULE CONDUCTOR SCHEDULE DETECTOR SCHEDULE I ( ( I STANDARD I.S.N.S. SIGNAL MOUNTING PPB POLE LOCATION REMARKS RUN NUMBER SENSOR CHANNEL DETECTOR NOTES 11 I I NO. TYPE HT SIG LUM LUMINAIRE LEGEND VEHICLE PED PED OPHASE A B 0 ® © 0 ® 1 1-S-2 1 1 1 1 29-5-80 30 50 15 250W HPS Seventh tgoo MAS MAS MAS SV-1-UM SP-1-CS 6 4 13' 2.5' AWG CIRCUIT 1 2 1-N-6 B 1 -A 10 TV-2-UM SP-1-CS 4 6 14' 2.5' 01 VEHICLE 3 3 6 3 3 3 3 3 32 2 -E-4 1-W-4 I C 19-4-80 30 25 15 250W HPS Haven „ MAS SV-1-UM SP-1-CS 8 6 14' 2.5' INSTALL MID-TENON AT 10' FROM END OF SIGNAL MAST ARM 02 VEHICLE 3 3 3 3 1 2-5-2 118' 11 D 1 -A 10 TV-1 -UM SP-1-CS 6 8 14' 2.5' 08 FUT. 03 VEHICLE 3 6 3 3 2 1-5-5 E 29-5-80 30 50 15 250W HPS Seventh jWboo wlI Mm SV-1-UM SP-1-CS 2 8 12' 2.5' 04 VEHICLE 3 6 3 3 3 3 3 4 1 2-W-4 I I 1 -A 10 TV-2-UM SP-1-CS 8 2 15' 2.5' 2 3—W-4 (FUT. 05 VEHICLE 3 3 3 3 1 3-5-2 I I I I G 19-4-80 30 25 15 250W HPS Haven �"�„ MAS SV-1-UM SP-1-CS 4 2 12' 2.5' INSTALL MID-TENON AT 10' FROM END OF SIGNAL MAST ARM 06 VEHICLE 3 3 3 5 2 3-N-6 v H 1 -A 10 TV-1 -UM SP-1-CS 2 4 14' 2.5' 44 FUT. 07 VEHICLE 3 3 3 3 3 3 6 1 1—N-1 0 J 08 VEHICLE 3 3 3 1 3 3 2 2— 3. I 7 1 3-E-8-e FV . I-E-3 03. 11 2 2-E-8 U N 02 PED 2 2 2 2 2 2 2 I I ]Eli1 #14 04 PED 2 4 2 2 2 2 2 In 06 PED 2 2 4 1 2 2 08 PED 2 2 2 2 2 1 11 1 02 PPB 2 2 2 2 2 1 04 PPB 11 1 1 2 1 1 1 1 II 1- P ) 06 PPB 1 2 1 ( 3-W- 08 PPB 2 2 2 1 I PPB COMMON 1 1 2 1 1 1 1 1 1 SPARES 3 3 6 3 3 3 3 3 3 TOTAL 13 22 61 39 35 32 25 19 10 _ II Lij #12 ISNS 2 2 2 2 2 2 2 W ry SIG COMMON 1 1 2 1 1 1 1 1 1 SCALE: 1 =20 #10 LUMINAIRE 2 2 2 2 2 2 2 SERVICE 2 2 2 #8 GFCI 1 1 1 I I I 3 TOTAL 5 5 3 2 2 2 2 2 0 6 CONNECT 2 NORTHERLY LOOPS 01 DETECTOR 1 1 1 3" PVC CONDUIT WITH PULLROPE I I W-4 2 ONLY TO DLC. SOUTHERLY LOOPS 02 DETECTOR 3 3 3 3 3 3 3 04 ARE FOR FUTURE USE. 04 FUT. 07 DETECTOR 1 1 1 1 1 1 I 1 04 DETECTOR 2 2 2" C-5 #8, 2 #12 O 4 O DLC 05 DETECTOR 1 1 1 1 1 1 1 (SERVICE, GFCI GROUND, 11 \ 06 DETECTOR 3 3 3 R/W LUMINAIRES, ISNS) O O R/W 08(FUT. 03)DETECTOR 1 1 r� d 5 08 DETECTOR 2 2 2 2 2 � � � — 1 6 - - - TOTAL 0 3 14 11 11 7 7 4 4 12— LUMINAIRE TO BEEFit6V BY OTHERr CONDUIT SIZE 2 3 2-3' 3.5 3.5 3 3" 2.5 2.5 — SERVICE POINT 08� — — 108 ��_ -_ -_ — — — — EXIST. SCE HANDHOLE _, 06 (FUT. 03 ) 08 -J 05 - - - - - - - - - - - - - - - - - - _ — _ — _- - — — — — — — — — — — — — — — — — — —( &--) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q, LUMINAIRE TO BE REMOVED BY OTHERS 1 R34 3 I ] 1 .5" C-1 DLC _ TYPE III PE 06 io 06 1 zo 257'TO CROSSWALK cn "v) 01 0 z 05 - - - - - - - - - - - - - - — — �o -- M NI r 257'TO CROSSW _ 02 N N� °n N V 02 6 ' — — — — — — — — — — — — — — — — — — — — N HAVEN AVENUE V, r- r-- 01 1 .5" C-1 DLC r%) R34 30" — — — — — — — 102 - - v- — — - 04 04(FU . 07 ) (FUT. 07 ) LUMINAIRE TO BE REMOVED BY OTHERS — — — — — - - \ — - - _ 7 R/W RAW 8 0 O I F 08 II 2- 811 PHASE DIAGRAM II III I CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES I TRAFFIC SIGNAL PLAN INSTALL SIGN PER STD. PLAN ES-6T, DETAIL "U". I i FUTURE V 1 2 3 4 i ill II I LJ HAVEN AVENUE AND �- - - � ^ °II J III (M �a D ?" V 7TH STREET 1 Y D nF a \ I II w oII 10 h� -- o Ln -' APPROVED BY DATE 6 f — =.'�= _ z: FUTURE I I I I I I� F"9� 3 * CITY ENGINEER R.C.E. NO.�8 � 22397 95 0'6 .0'7 1 .0'8 3- -8 (F 1 -E 3) I I 1" SfAr C/vo_ DESIGN PANS PREPARED BY: REG ENL-ED ;n f OF CA MG ��o,�,��,cw__ I I 1� DRAWN WILLDAN ASSOCIATES SHEET __ 11 1 -E-8 I R/W MG 155 HOSPITALITY SAN BERNARDINO, CAE, SUITE 4 OF 6 CHECKED 714) 824-2143 DRAWING NO. 11A �� X 330-S DATE II I I I CONDUCTOR SCHEDULE DETECTOR SCHEDULE POLE SCHEDULE STANDARD I.S.N.S. SIGNAL MOUNTING PPB POLE LOCATION REMARKS RUN NUMBER SENSOR CHANNEL DETECTOR NOTES I I I I I I N0. TYPE HT SIG LUM LUMINAIRE LEGEND VEHICLE PED PED HASE A B AWG CIRCUIT Al Q Q3 ® 0 © Q ® 1 2 1-N-s I 19-4-80 30 30 15 250W HPS Lemon s o MAS MAS SV-1-UM SP-1-CS 6 4 1 .5' 2.5' 01 VEHICLE 3 3 3 6 3 3 3 3 2 1 -W-4 I ( I B 1 -A 10 TV-1 -UM SP-1-CS 4 6 5' 2.5' 02 VEHICLE 3 3 2 2-5-5 I r8' I C 19-4-80 30 25 12 250W HPS Archibald 62 o MAS SV-1-UM SP-1-CS 8 6 7' 2.5' 08 FUT.03 VEHICLE 3 3 3 3 2 1-E-8 D 1 -A 10 N-1 -UM SP-1-CS 6 8 6' 2.5' 04 VEHICLE 3 3 3 3 1 2-W-4 II I E 26-4-80 30 40 15 250W HPS Lemon AVE� MAS MAS SV-1-UM SP-1-CS 2 8 16' 2.5' 4 2 3—W-4 FUT. 1-W-7 I I ( F 1 -A 10 TV-1 -UM SP-1-CS 8 2 17' 2.5' 05 VEHICLE 3 3 5 1 2-E-8 I I G 19-4-80 30 25 12 250W NPS Archibald MAS SV-1-UM SP-1-CS 4 2 13' 2.5' 06 VEHICLE 3 3 3 3 2 3—E-8 FUT. 1—E-3 I I I --a— I 10 N-1 -UM SP-1-CS 2 4 17' 2.5' 44 FUT.07 VEHICLE 3 3 3 3 6 1 1—N-1 a 08 VEHICLE 3 3 3 3-s-2> I I I o� 7 ul 2 UNUSED > I 0 0 02 PED2 2 2 2 2 I ( I r- v I I ia� 04 PED 2 2 4 2 2 2 #14 06 PED 2 2 2 4 I ( I Lij I 08 PED 2 4 2 2 v to II � II I z 02 PPB 2 2 2 1 I 04 PPB 1 1 1 2 1 1 1 1 I cv I , I I w 06 PPB 1 2 2I 1 > IS 08 PPB 2 1 Q I PPB COMMON 1 1 1 2 1 1 1 1 I III I II SPARES 3 3 3 6 3 3 3 3 I I z I I TOTAL 13 22 25 57 29 22 19 10 O #12 ISNS 2 2 2 2 2 1 2 1 SCALE: 1"=20' w I (FUT SIG COMMON 1 1 1 2 1 1 1 1 ( I I I _j#,0 i t I II II I LUMINAIRE 2 2 2 2 2 2 3W I SERVICE 2 2 I II I II #8 GFCI 1 1 TOTAL 2 2 2 3 5 2 2 I II II I 01 DETECTOR 1 I 11 I I I 02 DETECTOR 3 3 1 3 3 3 04 FUT.07 VEHICLE 1 1 1 04 DETECTOR 2 2 2 DLC 05 DETECTOR 1 1 1 1 1 I 11 I ) I 06 DETECTOR 2 I , 08 FUT.03 VEHICLE 1 1 1 I 1 1 I I I 08 DETECTOR 2 1 2 2 TOTAL 3 3 13 7 7 4 4 ( I I II CONDUIT SIZE 2" 2.5 12.5" 2-3' 3" 3" 2.5" 2.5" I LUMINAIRE TO BE REMOVED BY OTHERS 2-W4( I I I I I EXISTING 6' CONCRETE BLOCK WALL II II I OC R/W � I0 2 I l D R/W ___._ __ R/W 1 3 — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — 4 TO BE REMOVED BY OTHERS 12 — 1 .5" C-1 DLC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — 08 r� 08 05 ►� r� 0o (FUT. 3 ) �D co 'Eld06 1 - ' - I c� 231'TO r N CROSSWALK r- r-- - 01 3 o V) �- 05 ., - - - - - - - - - - - - R34 30" - N - - - - - - - - - - 23 1'T0 r I 1 'N OZ -CROSSWALK - - - - - - - - - - - - - - - - - - - ARCHIBALD AVENUE I 39' SERVICE POINT c� (POLE #2374204E) zo 04 02 R3 0 1 (FUT. 07 ) 6 01 12 / 3" PVC CONDUIT WITH PULLROPE R/W 4 1 .5" C-1 DLC 0 (FUT. 0 O 2" C-5 #8, 2 #12 — — — — — — — — — — 6 /6 (SERVICE, GFCI GROUND, 6 TYPE III PEC LUMINAIRE, ISNS) R/W O H ,I F $ I 7 i . o I I I I -E- `IJ i II II PHASE DIAGRAM I II OF RAN H U AM N A CC O C C O GCONSTRUCTION NOTES ITY - I I II II � TRAFFIC SIGNAL PLAN �- - -� FUTURE INSTALL SIGN PER STD. PLAN ES-6T, DETAIL "U". I I I ( I 23 4 I II II I ARCHIBALD AVENUE AND I . LEMON AVENUE 3 Q�pEESSIpNgI V) I I I J �c0 Duan" F r . FUTURE YY o oo�� I y APPROVED BY �� D A I E 6--i 22397 —1:j 0 i �: T 0�5 Pf6 0~7 0�8 I I ICITY ENGINEER R.C.E. 'Nb. 22397 I v ! _,� N4. 12 ,73 E-8 * DESIGN F'_ANS PREPARED BY: REC M ENDEL CIV,1 ���� MG - _ -- h t WILLDAN ASSOCIATES UT I -3 8 1 \ DRAWN MG 155 HOSPITALITY LANE, SUITE 110 SH5 T 6 1 -E-8 I SAN BERNARDINO, CA. 92408 OF CHECKED (714) 824-2143 DRAWING N0._ i BATE � I I I it I � Q , 11 IIII I II I IL II IIII I . Q SIGNING AND STRIPING NOTES I REMOVE EXISTING STRIPING AND PAVEMENT I I I I MARKINGS BY WET SANDBLASTING II I I I) I Ls REMOVE EXISTING "STOP" PAVEMENT MARKING I II I I I I BY WET SANDBLASTING AND REPLACE WITH ..SIGNAL" PAVEMENT MARKING I I I I II 4 t� w M4 . M Y O 110 90 100 WIT'" ' 3Ee" W IZDS IN ALAWE: TRANSITION REVERSE CURVE \ EXISTING W53 SIGN R26(S) TO REMAIN REMOVE EXISTING R1 SIGN AND POST R26(S) R R26(S) _ - - _ _ - - _ _ - - � - - -� — 12" WHITE LINE 1 �RO_ _ _ _ _, _ _ _ _ _ _ II, � _ 22Q FM XWbI. 'a►NEA K TO 7TH STREET I — 'D -� LE DEIAIL 22 300' FROM XWALK 1 N 1 00'-DETAIL 38 S G ND 70 "AI-LEAD z — — — 12WH TE LINE - — — " PAINT TYPE IV ARROW R W RTW R26(S) R 2 6 S R26(S) ( ) ( ) _i - EXISTING SIGN R26(S) i REMOVE EXISTING R1 SIGN AND POST 100 90 35 - INSTALL i -i LL SIGN AND POST AS INDICATED F REVERSE CURVE AN . � I 1 I II I II I II II I II Ck II I � II I 2 II I SIS I � II III � II I II IIII REMOVE EXIST. W17 SIGN ��� ��� II I x AND REPLACE WITH W41 SIGN III I i II ( ( III I IIII ► i � III II I II I IIII � 12~ 1 lw 10 z Q 3 HINSIDE DIMENSION a I I I W II 0 I I Z I a CROSSWALK INSTALLATION DETAIL - I x W I REMOVE EXIST. R 1 SIGN AND POST I I I� Q 11 — I 1 I 1 REMOVE EXISTING W66 SIGN AND POST 80 90 100 I I _ SCALE. � 40 TRANSITION REVERSE CURVE I I REMOVE EXISTING I REMOVE EXISTING SIGNS AND POST W66 SIGN SSS 1 I R26 S R R26(S) \ R26(S) REMOVE EXIST. W17 SIGN 1 — — — — — — — — — — — — \ R/W AND REPLACE WITH W41 SIGN LEMON AVENUE 12" WH TE LIN 2 - AIL----- - 62- DETAIL 38 r 12" WHITE LINE DETAIL 22 i = = = - - - - - - - - _ — - - - - _ - - - yR26(S) r - - - - - - - - - - - 1 2 REMOVE EXIST. W17 SIGN R26(S) R W R26(S) EXISTING W15 R AND REPLACE WITH W41 SIGN REMOVE EXISTING SIGNS S SIGN TO REMAIN l �I S11 I < S1 > 10o so I IIII I Ii REVERSE CURVE I I I REMOVE I EXIST. R1 SIGN AND POST z I a III I II V) II IIII IF Z I � EXISTING R,s X CITY OF RANCHO_ CUCAMONGA I) II ( SIGN TO REMAIN I I I I II SIGNING AND STRIPING PLAN Q IIII I 11 IIII � II �OQRyOEEss' �y HAVEN AVENUE AND 7TH STREET ET - EXISTNG R26(S) puaARCHIBALD AVENUE AND LEMON AVENUE SIGN TO REMAIN F C9 2 73 APPROVED BY DATE. N�� fYIL� sj CIVI OF CITY ENGINEER IIII II i R.C.E. N0. 22397 q�{ CAI. - DESIGN PLANS PREPARED BY: RAp", ENDED IIII � III MG WILLDAN ASSOCIATES -- REMOVE EXIST. W17 SIGN DRAWN 155 HOSPITALITY LANE, SUITE 110 SHEET MG r I SAN BERNARDINO, CA. 92408 6 OF 6 IIII S I CHECKED (714) 824-2143 / DRAWING NO. 2 .� 7T/"m 1330-5 DATE