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HomeMy WebLinkAbout1741-S GENERAL NOTES GENERAL NOTES (CONT.) t OF DOUBLE YELLOW LINE 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 7. VEHICLE INDICATIONS SHALL BE 12" AND RED SECTIONS SHALL BE LED PER THE SPECIAL PROVISIONS. OR MEDIAN CURB FACE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. LEFT TURN LANE N 8. PEDESTRIAN SIGNAL FACES SHALL HAVE LED SECTIONS PER THE SPECIAL PROVISIONS. 30' 15' 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- 10' o FICATIONS. TRAFFIC MANUAL, MAINTENANCE MANUAL. AND STANDARD SPECIFICATIONS. CONFORM 9. PULL BOXES No. 5 AND CONDUIT 2" RIGID METAL EXCEPT AS SHOWN. `n PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. ~ 10. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS t 8"WHITE TURNING LANE LINE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC (ONE 50 AMP), ILLUMINATED SIGNS (TWO 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER w WORKS CONSTRUCTION, 2000 EDITION. ALL EXISTING STRIPING, LEGENDS AND MARKINGS 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL THRU LANE i7 z BETWEEN THE NEW ADVANCED LOOPS THAT ARE TO REMAIN, SHALL BE REPAINTED IN ADVANCE OF NEED. SEE STANDARD PLAN NO. 407. -j IN LIKE KIND. -j 11. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 10' N v URB EXIST. C do G 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED * CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. C114 • • •• ' • 2' SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY * .P,. � COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- 4" LANE LINE M "P" CAB. CAB STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS S .. .. ... 0. SECTION —� SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. co ' ' . UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT THRU LANE w ' '• �Jk_ • ' ' SIDEWALK (CONTACT David Quezada ) (909) 357-6240 ± ARE NOT SHOWN ON THESE PLANS. SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 10' - M '. . .► ► . ' ' : P. ' GENERAL TELEPHONE CO. (800) 422-4133 —C El Irco * VA� RIES ; .• 0 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR PACTEL (800) 422-4133 J I 2' I I 2' TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 af 1��1 f~i1 LAYOUT. (WATER AND SEWER) PLAN SECTION UNDERGROUND SERVICE ALERT (800) 422-4133 Y 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE 4" LANE LINE OR 8" ;,� Q TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. TURNING LANE LINE � V) THRU OR RIGHT 10' of TURN LANE cD ; U 11 N TYPE "P" CABINET FOUNDATION AND 5' I w PAD DETAIL TOP OF CURB FACE 1 I�Q O > Li I- E.C.R. ST_ 3„ w 16%" 8" UC - 6 " �C �" 2" o j 4 /» >> fG "B" _..B" �_ 4 LOOP DETECTOR PLACEMENT � c 10 0 REFER TO PLAN FOR DISTANCE r O TO ADVANCE DETECTORS ry U m POLE LOCATION CODE I . 1 . S . N . S . LEGEND DETAIL (EXACT LOCATION BY ENGINEER IN THE FIELD) REMOVABLE SHEET INDEX STEEL CAP ARM SIZE "A" `t 6°"48" 24" PLANS FOR THE CONSTRUCTION OF SEE NOTE 3 12" e 1. Title Sheet - B L.B. CqNDULET W/ i NIPPLE TRAFFIC SIGNALS AND SAFETY LIGHTING 2. Traffic Signal Plan: Hermosa Avenue & Sixth Street 10 Foothill BLVD IN BOTTOM OF 7200 ARM AT HERMOSA AVENUE AND SIXTH STREET NOTE: --I 6" FOR INTERNALLY ILLUMINATED STREET NAME SIGN AND ELECTRICAL DETAILS, SEE STATE STANDARD PLAN NO. ES-33 AND THE SPECIAL PROVISIONS. SIGN "A" JEND OD BASE ODITHICKNESSI "L" "D" -0 -0 2 " 3 1" 11 GA 60" 24" BACK CLAMP VICINITY MAP W/ 4 BOLTS (ALL THREAD) TAPERED rt ASTM A-307 _ TUBE I NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE 4 + - q 2-NUTS IN THE OFFICE OF THE CITY ENGINEER. & LOCK SIGNAL POLE WASHER 3' DIAMETER PER BOLT + � � R CLAMP I ❑ DIA. HOLE IfBDURRED L J u 1 HOLE IN N CLAMP SECTION 'B-B" �`' �^ 7/16" DIA. HOLE IN CLAMP SUPPLIED WITH A TYPE "F" —0- 3/8- a a ❑ 3/8" - 16 UNC BLUNT POINT w + TAPPING SCREW (PILOT HOLE HIGHLAND AVEN a 30 TO BE FIELD DRILLED) ❑ 0 30 w �.�PTM OF '� �� CITY NOTES: 1" DIA. HOLE W/GROMMET 19TH ST VICTORIA PARK L 1. MATERIAL: STEEL OF 40,000 PSI NOTCH OR DRILL I POLE o MIN. YIELD AFTER FABRICATION. FOR DRAINAGE 2. GALVANIZED FINISH. � BASE LINE D F CITY OF RANCHO C U CAM 0 N GA 3. USE SPECIAL SORIZONAL MAST CLAMP DETAIL SIGNAL POLE ❑❑❑ > 0O ARM CLEVIS ASSEMBLY BY NUART. a O FO HILL BLVD < FJF ❑�� ,�� TRAFFIC SIGNAL PLAN ` 66 � W �FP li]il❑_❑�❑ HERMOSA AVENUE DR '19_¢6 z AND SIXTH STREET � Z o Z § g o Uj 6THEi GENERAL INFORMATION AND DETAILS o 3 HORIZONTAL I I S N S MAST ARM APPROVED BY: �/ DATE: ,ST m Y F4TH sr N.T.S. GLEN RPE OW ' CITY ENGINEER , (�� �ti���I��� l RCE: 2 953LJj DP. 6-JI�02 pFgpM 4-N I��z i��N��; 9� PROJECT SITE * C 51 n j co ! JiMKimley—Horn J�t� a /tel C 1 Y�t �,�� C VFland Associates, Inc. 1-11 3 F 0f CAJL\E� ORA1wN 2100 E,ST ORANGEWOOD AVENUE, SUITE 140 �#ET O Jim © 2000 3 0 C) (7 39-1 cr 0 o L0 CHEIMN Ip 517+62 HIM at a, �y eo pu No ►�L4 1 -S � Y Y I � INSTALL 1 1/2' C, MT DETECTOR SCHEDULE TO SW CORNER OF I I I POLE SCHEDULE LUCAS RANCH ROAD AND Y CONTROLLER HERMOSA AVENUE (APPROX, ¢ STANDARD SIGNAL MOUNTING PPB POLE L❑CATION 350') INSTALL #5 PULL 3 1-W-04 No, SEE DOTE 1 1ELOv UMINAIRE I,I,S,N,S, REMARKS CONSTRUCTION N ❑ TES SENSOR CHANNEL DETECTOR INPUT BOXES AT MAXIMUM 200' w SIG, FUT, LUM, HPSV 1 1-S-02 C2) 2 ra I I TYPE HEIGHT VEHICLE PED PHASE ARROW LEGEND E B C 1 O.C. IN SIDEWALK, 12 M.A. M.A. M.A. _ 2 2-S-02 (4) 10 1 15 - - 15' 30' 20OW - - SV-1-T SP-1-CS 2 - - 10' 3 - Fil FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER ASSEMBLY WITH DETECTOR 1 3-S-02 (1) 5 11 0 Y 2 24-4-80 25' 35' 15' 30' 20OW - MAS SV-1-T SP-1-CS 2 Hermosa 9;00 8' - 3' 2,3 SENSORS AND AUXILIARY EQUIPMENT IN A TYPE 'P' CABINET, TOP OF CABINET 2 2 4-S-02 (3) 13 ~ 3 ( I 3 15 - - 15' 30' 20OW - - SV-1-T SP-1-CS 4 - - 11' 3' - FOUNDATI❑N SHALL BE 18' ABOVE FINISHED GRADE. EXACT LOCATION TO BE M 4 24-4-80 25' 35' 15' 30' 200W - MAS SV-1-T SP-1-CS 4 Sixth , 11' - 3' 2,3 1 1-N-06 (2) 6 DETERMINED BY THE ENGINEER. SEE SHEET 1 CABINET AND PAD DETAIL MODIFY 3 W 1 1/2'C, 1 DLC N 5 15 - - 15' 30' 200W - - SV-1-T SP-1-CS 6 —� - - 10' 3' 2 2-N-06 C4) 14 - PARKWAY IRRIGATI❑N TO PREVENT SPRINKLER SPRAY ON CABINET, W u I I I 6 24-4-80 25' 35' 15' 30' 20OW - MAS SV-1-T SP-1-CS 6 � Hermosa 9" 9' - 3' 2,3 1 3-N-06 C1> 1 ❑2 FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT 4 2 4-N-06 (3) 9 1 1/2"C, MT 7 15 - - 15' 30' 20OW - - SV-1-T SP-1-CS 8 - - 10' 3' - BREAKER FOR METERED SIGNALS, TWO 30A-IP CIRCUIT BREAKERS FOR UNMETERED 1 1-w-04 (2) 4 I I 8 24-4-80 25' 35' 15' 30' 200W - MAS SV-1-T SP-1-CS 8 Sixth ,;;� 9' - 3' 2,3 LIGHTING AND ONE 15A-IP CIRCUIT BREAKER FOR METERED I,I.S.N,S PER STANDARD 5 2 2-W-04 (2) 12 F"- I 1. ALL EQUIPMENT IS NEW. DRAWING NO, 407, 6 1 3-W-04 (2) 20 ( n I 2. INSTALL IISNS ON HORIZONTAL ARM PER DETAIL ON SHEET 1. I ❑3 FURNISH AND INSTALL EVP DETECTOR ON MAST ARM PER DETAIL HEREON WITH 2 UNUSED - �// �� 3, ADAPT MOUNTING PLATE ON MAST ARM TO POLE SIMPLEX. PHASES AS SHOWN, 7 1 4-W-04 (1) 7 2 5-W-04 (3) 15 1 1-E-08 (2) 8 8 4 W 4 2 2-E-08 (2) 16 9 1 3-E-08 (2) 24 EMERGENCY VEHICLE 2 UNUSED - RW PER PREEMPTION DETECTOR I 10 1 4-E-08 (1) 3 CABOT WAREHOUSE PLAN 20 12 12 15 2 5-E-08 (3) 11 RW PER CITY HERMOSA 11 1 EVP 02 PMT 3 2 EVP 04 PMT 4 CURB PER CABOT WAREHOUSE PLAN 1.5' TO ,75' ASTRO Mini-Brac AB-0155-L OR 12 1 EVP 06 PMT 5 REDUCER AB-0132-L MOUNT ❑R 2 EVP 08 PMT 6 II 5.-Wj 4 APPROVED EQUAL PP SIGNAL POLE (x) = NUMBER OF LOOPS PER DETECTOR CHANNEL. EP PER CITY HERMOSA I MAST ARM NOTE : LIGHTING ❑ N HERMOSA 1 1/2'C, 1 DLC 3-W-04 (ONE WAY / ONE OUTPUT) PER CITY HERMOSA PROJECT W-0 6 04 O 2 EMERGENCY VEHICLE DETECTORS O , RW PER RW PER CITY HERMOSA PLAN CURB PER CABOT WAREHOUSE PLAN 1 6 HERMOSACABOT WAREHOUSE PLAN 04P 08P O CURB PER CITY HERMOSA PLAN AVENUE - 0n44 06P '„ 1 DLC C, SIDEWALK ' . f �8 �6P -� --- - 1 1/2'C, - -.-. --- -1 — — — — — F; 08 \ i08 3 081 DLC 4 EVP i 6 '- WV -}p+- 06 06 V 02 --- - -- 4. -- -- wv 2-N-06 16 - - - E - c EVP - - - -- - - - - - -- -- - - - - - - - — - - - _ -N-0 - - _ - - - _� - - 06 3 - - _ - -- - — -- — 11' 11' 231' TO - - - ---- ------ -- - - ---- - - - - - - - --- - - - - - - - ------- ----_ _ _ ______ _ _ _ ____ ______ ____ __ _ _ _ ___ _ _ __ - - - - __ _ - -- --__-- --- 3-S-02 4 S 02 ❑ WALK - - - - - .� 30' 15' - - - - - - - � / j` 15' i i 30' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 231' TO11 4-N-06 i -N-O 4 CROSSWALK 2-S-02 0 - - 11' - - - WV 2 3 - - w - - - - -- - - - - - - 1-S-02 - 16-r- '16' SIDEWALK I � 02 C.B. C.B. U.B. SIDEWALK ---- 4 — 04 w --- --_----_ 02P EVP 3 04 1A 4 02P 04 0 8 RW PER EX. CURB j 1 1/2'C, 1 DLC- O �'' / � O CITY HERMOSA PLAN EX. CURB ��;'/ EXIST, BLOCK WALL RW PER CURB PER 1 1/2'C, 1 DLC 4 ii 5 CONDUCTOR SCHEDULE CITY HERMOSA PLAN , 6E O COORDINATE REMOVAL CITY HERMOSA PLAN RW PER CITY HERMOSA PLAN 6 � OF 20OW STREET LIGHT RUN No. 8 BY EDISON, 2 � AWG CIRCUITO 1 LA3 4 5 6 7 8 9 , 08 02 VEHICLE - - - 3 3 3 3 66 11 ' SCALE; 1"-20' 04 VEHICLE - 3 3 3 3 - 3 6 6 - -08 PP 06 VEHICLE 3 3 3 3 3 3 3 6 6 1 Y l• 3-E-0 1 �Aw ® 08 VEHICLE - 3 3 3 3 - - 3 3 FUTURE CURB AND SIDEWALK 02 PED - - - - 2 2 2 4 4 PHASE DIAGRAM PER CITY HERMOSA PLANS ��!'��;� E 6 04 PED - 2 2 1 2 2 - 2 4 4 � q�i 5- - 06 PED 2 2 2 2 2 - - 2 2 l i / bd 9 08 PED - - 2 2 2 - - 2 2 NOT —� NOT Z #14 02 PPB - - - - - - 1 2 2 USED USED 04P I �� j,� 2'C, 2#12, 3#10 04 PPB 1 1 1 1 1 1 1 2 2 02P I! cJ ( I I 2'C, 2#6 06 PPB 1 2 2 2 2 2 01 02 03 04 08 PPB - - - 1 2 - - 2 2 ! n I 2 PPB COMMON 1 1 1 1 1 1 1 2 2 06P 4 V J SPARES 3 3 3 3 3 3 3 6 6 NOT NOT 4 -0 3'C, MT, PER SCE No. DESCRIPTION OF REVWON DATE TOTAL 10 19 22 26 29 13 19 49 49 USED �_� USED I 08 REQUIREMENTS #12 I.1.S.N.S. 2 2 2 2 2 - 2 2 - 12' 14' EDISON VAULT � SIG. COMMON 1 1 1 1 1 1 1 2 2 CITY OF RANCHO CUCAMONGA O 05 Cu06 07 08 #V5383 4 0 #10 LUMINAIRE 2 2 2 2 2 2 2 3 - 1 1/2'C, 1 DLC TRAFFIC SIGNAL PLAN TOTAL 3 3 3 3 3 3 3 5 2 � � .4- #8 #8 SERVICE - - - - - 1-1 - - - - � � HERMOSA ADENUE C 02 DETECTOR - - - - - 4 4 4 4 -DR, Qq- A 04 DETECTOR - 5 5 5 5 - - 5 5 AND SIXTH STREET B 06 DETECTOR - - - 4 4 - - 4 4 ; I L 08 DETECTOR - - - - - - - 4 5 I 30 M E TOTAL DLC - 5 5 1 9 9 4 4 17 18 31: SSS I C 12 P R#19 - 1 1 1 1 - - 1 1 ( ii i ¢ E1 APPROVED N l: DATE:CIi 0 3 CRY EN L� Yi�� RCE. 2'4953Lo EVP CABLE 1 1 2 2 3 - 1 4 4 { 1 1-- 1 1/2'C, 1 DLC N CONDUIT SIZE 2' 2,5' 3' 3,5' 3.5' 2' 2.5' 2-3' 2-3' GLM R. PEIMO�ON � _���: �ool> ►+Doa N i N * Ems. 6- � * Jim Kimley—Horn A 3 v ' C ��� ❑�� and Associates, Inc. O SHEU 0) ,' C ` �1! 2100 WEST ORANGEWOOD AVENUE, SUITE 140 0 if rVi Oa- ORANGE, CALIFORNIA 92868 © 2000 O NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE 1- -08 OF CA�1E Jim (714) 939-10 =a 3 0 LO N IN THE OFFICE OF THE CITY ENGINEER. oraE � 5 i Y Y 1 I o + - REMOVE EX. W17 IrjEXIST CURB INSTALL W41 1J 2 STA 40+61 'V ' CURB PER CITY HERMOSA PLAN /RW PER CITY HERMOSA PLAN � J RW PER CITY HERMOSA PLAN Lj I (�y}III (IVB ' Q I I ' 200' Q ° iP , 3 � 12' 1 1 m K �6 TYPE IV (R) 315' TRANSITI❑N �� 0 REMOVE EX. R1 451 W~ - m RW PER CITY HERMOSA PLAN REMOVE EX, R1 �3 W 16' ; 11'; 11' REMOVE 1 RELOCATE R2(45), 16 RW PER CITY HERMOSA PLAN INSTALL W41 W rn ; ; 325' OF 4' WHITE I INSTALL R26(S) ; ;� , TYPE IV (R) STA 14+75 2 Ic EXIST. CURB 3 EXIST. CURB EP PER CITY HERMOSA PLAN INSTALLER R26(IV S) t15 '� � INSTALL R18-1 INSTALL TYPE IV CR) REPLACE R18-2 INSTALL 1 E3 32 325' YELLOW R277 _ _6CS> WITH R18-1 R26<S) 38 100 1r _ 12' — �� — — 22150' YELLOW 1 I WHITE SIDEWALK IW 1 12' WHITE ,� 14' 38 POO' WHITE 14' Z — y 0 32' 6+00 ,,� + 10 00 r QQ - - 14+00 15 - -_iNSTai I _1�.2b._CS�----_ _ _ ----------�---_ _ _______..---- - ----- --- 10 -- ____ ___ _ - . _ . _. .---- -_ -------------- _ - 32 29 - - - Q 4O � 12' 38 00' WHITE 12' CD - - - - - - - - - - - - - - - - - - - - ---- - - - --- _ ._--. •— o _ - - -- -- - I----� J-- - ------- - ------ - --T� 12' WHIT 0, 5 5 - - - -- - --- � "-62)(D05' YELLOW 13' —, Q 1 1 - 1 2, 3 H ,r 605' 4' WHITE Q " 22 121 TYPE VI(L) 20 ESQ AF. SIG. 1, 1 �- -Q l / �2(S+ Z o - — --- — — — — J❑IN EXISTING STRIPING �2 ►-� j< '\PKUr SIDEWALK — — � � 10 RELOCATE T\IC TAI 1 J � `x'230' WHITE 0 38 100' WHITES ;; Try 1 U b Q� 01N L16,q 45 - CURB AND SIDEWALK INSTALL ��S l SIUf : SI� TYPE IV CL) W� ) R26CS) /INSTALL REMOVE EX, R1 PER Q /TkSTALL R26(S R26(S) ;;< I ,4'i DWG. 1207 W / �k W 9 200 WHITE CURB PER ;; �; ; REMOVE EX, R1 •� Ci a� „ 1 � b CABOT WAREHOUSE PLAN TYPE IV (R) 16' 11' 0 11' 16' Y Q 405' TRANSITION i +V' � 0 ^� RW PER BOT WAREHOUSE PLAN INSTALL R18-1 Q �� zZ �, 451kA � ��? Z� N p �N PLC OD REMOVE EX. W17 ; A CURB PER 3 `� \ �� � � 39 i 11 CITY HERMOSA PLAN Notes 90 118A SIXTHSTREET " 1) All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans a —�— � Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City Standard Plan No. 133, 200' unless otherwise approved or directed by the City Engineer. Fv'^\:. 2) Procedures for painting of striping and pavement markings and installation of pavement markers shall conform to the Standard Specifications for Public Works Construction 2000 Edition and the following provisions: WHit a A. All pavement markings shall conform to City maintenance stencils, (S.A.E.) unless otherwise noted. 1 D ; ; I B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. Z I� 32' 32' 12' C. Sufficient control points and spotting shall be set for accurate and complete installation of striping and markings. D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. Q SCALE 1'=40-' S1m E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to CURB PER ; uT installation of new or replacement striping and markings. CITY HERMOSA PLAN --,/ F. All traffic striping and pavement markings installed on new road surfaces shall be an approved low VOC type,15 mil thick (wet). 1 , 1 a� Installation shall be in two coats with the second a minimum of two weeks after the first, unless otherwise noted. " REMOVE EX, W17 G. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted. 0 H. Under no conditions shall a roadway be left overnight, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. 270' TRANSITION W ;; I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, 45:1 38 50' WHITE INSTALL W41 _ STA 31+39 in accordance with City and state standards. J. Temporary or construction striping and marking shall be in accordance with City and state standards and as directed by the TYPE IV(L) City Traffic Engineer. EXIST, RW W 3) Street Name Signs shall be installed per City Standard Plan No. 401-A � 2100' YELLOW 13 4) Traffic Signs shall be installed per City Standard Plan No. 401-B SIXTH S 1 Bp EET EXIST. CURB 22 210' YELLOW Pq — — — — — — — — — — — — — — - - W W 1+00 2+00 3+00 18+00 50' 5+ 1 24 CONSTRUCTION NOTES ADDED STF.. LIGHT TRAS16. INTERCONNECT COV�I c � NQ7. DR 99-77 ___ ___ __ _ _ — 1 _ _ — C+ ❑1 PAINT PAVEMENT LEGEND AS SHOWN, (SAE) R MG/N&ER/ CITY L0 No. DESCRIPTION OF REVISION DATE woe 32' 12' TYPE VI(L)LA — Q GENA 10 10 20"�w CITY OF RANCHO CUCAMONGA I � W O O �' O9 PAINT 4' BROKEN WHITE, CITY STRIPING DETAIL N❑, 133 39 /NST4LL STREET L/GNT, 9500 LUMENNPSV BY SCE SIGNING AND STRIPING PLAN t° _ 40 W�R2ro(S) I 22 PAINT 4 S❑LID DOUBLE YELLOW, CITY STRIPING DETAIL NO. 133 INSTALL 3" TRAFFIC S161VAL //VTERCO/V/VECT HERMOSA AVENUE O w LL O ES. E UE J❑IN EXISTING STRIPING = [ INSTALL COn/�U/T IPU B X I 6 U W73A 1 ¢ 32 PAINT TWO-WAY LEFT TURN LANE, CITY STRIPING DETAIL NO, 133 AND SIXTH STREET CD EXIST. CURB Z INSTALL 37B PAINT 8' X 3' WHITE PER CALTRANS STANDARD 37B 3: EXIST. RW I I R26 O ESS I o II ' - INSTALL W41 38 PAINT 8 APPROVED BY:SOLID WHITE, CITY STRIPING DETAIL NO, 133 �� i I STA 4+40 -,,��G � � / Y / DATE. l v� \ QB tp CRY ENGINEER �i l,E. Cf��:e�'� Y/ r� RCE: 24953 INSTALL SIGN AND POST AS INDICATED n Nu Ue,t J N Q I REV/5/GW DfP, 6-31t-� a j 0 , (.';r� r INSTALL SIGN ON EXISTING POLE AS INDICATED �r `� oestot� GRP Y- J ACy 3 - IE100iNdE�ED 1 * C 5176 * 0 1„ v_'u ' Kimle Horn r i INSTALL CALTRANS ARROW MARKINGS AS INDICATED and Associates, Inc. 0 J I / /o/ /o.30-Q/ `1 , 3-�i •�'/* i '�j CIVt�- �'� 2100 WEST ORANGEWOOD AVENUE SUITE 140 BEET E O 3 '.�r OF 1 ROBERT J BELL R.C� 37888 DATE �,� 1 C w` ORANGE, CALIFORNIA 92868 C 4000 O _ _/ �t.ivti �� SBS O o lam' CA`\FC (714 39-1 0 3 3 O NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE �� o tzctCHEOM 51762 ` S IN THE OFFICE OF THE CITY ENGINEER. t� I" to °' i Y Y