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HomeMy WebLinkAbout1703-S GENERAL NOTES GENERAL NOTES (CONT . ) I---3' 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 4 - AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS . CA "P" CAB. 7 . VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No . 5 AND CONDUIT 2" RIGID METAL SECTION Q 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- EXCEPT AS SHOWN. T . : FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL. AND STANDARD SPECIFICATIONS. CONFORM °' Q < ` °D v PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. B. 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 S WALK "PCAB / 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF) . COORDINATE SERVICE DETAILS AND SCHEDULING WELL " . - - - -" SIDEWALK " ° - WORKS CONSTRUCTION. 2000 EDITION . IN ADVANCE OF NEED. SEE CITY STANDARD PLAN 407. 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 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR ' S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS 2' 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. ARE NOT SHOWN ON THESE PLANS. (CONTACT) (909) 947-8227 e SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 m CASE 2 • 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON TELEPHONE CO. (800) 483-3000 a- - CAB_ TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 SECTION ° 9 LAYOUT. (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227-2600 P CAB SIDEWALK .d " " . - SIDEWALK PLAN SECTION 0 CURB w EXIST. C & G E.C.R. ><1 P.. w �� ST ' I F-13 CASE 3 2' X CAB 16� „ 8C _ 6 „ L � "P" CAB. 0 SECTION z : - SIDEWALK v ° m 10400- 11 v m . .Cl ..B., _,.B,. vl-ARIES - o 0 .v PLAN SECTION U m I . I . S . N . S . LEGEND DETAIL TYPE T" CABINET FOUNDATION AND POLE LOCATION CODE PAD DETAIL (EXACT LOCATION BY ENGINEER IN THE FIELD) PLANS FOR TK COONSTR" UCTION OF TRAFAMFIC SIGNALS ASAFETY LIGHTING AT G11 L LA : AVENUE: ANLD` EAST AVEN"F NOTE : SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER . VICINITY MAP SHEET INDEX PROJECT SITE 1 . TITLE SHEET 210/30 FREEWAY 2. TRAFFIC SIGNAL PLAN NO. DESCRIPTION OF REVISION DATE CITY APPROVED HIGFLAND AVE. "E•" -TT�/ le I E SMD TONE CITY OF RANCHO CUCAMONGA CATALPA //VICTORIA TRAFFIC SIGNAL PLAN SAND AVENUE EET AND EAST AVENUE Q EU, GENERAL INFORMATION AND DETAILS w c APPROVED BY DATE CITY ENGIIPEEEA R.C.E. 24953 C3 vA DESIGN A L B E R T A. RECOMMENDED l �O R SERVICE ALERT MSE No. 044762 A D-s. SQU- LINE ROAD '^ —; CIVIL ENGIN ��Cs CALL TOLL FREE EXP. 3-31-02 3788 MCCRAY ST. A> Cl�A DRAWN S 0 C A TES RIVERSIDE CA. 92506 SHEET OF CALK D S. N NEE TA (909) 686-1070 OF �— 227-2600 NO SCALE CHECKED R.C.E. NO. C44762 DRAWING NO. m wowm[Ars BMW ym am D 23 Apr 2001 FILE N0. SIGNAL.PRO 1703-5 PROJECr SaSET MO. 12 OF 25' CONSTRUCTION NOTES FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER ASSEMBLY WITH DETECTOR I I SR 210/30 M E.O.P. POLE AND EQUIPMENT SCHEDULE 1❑ SENSORS AND AUXILIARY EQUIPMENT IN A TYPE P' CABINET WITH TOP OF FOUNDATION ---------- - ----- - AT 18" ABOVE FINISHED GRADE AS PER CASE 2, TYPE P" CABINET FOUNDATION AND I SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH PAD DETAIL ON SHEET 1 OF 2. EXACT LOCATION TO BE DETERMINED BY THE I a a I POLE DIMENSIONS BUTTONS HPS I.I.S.N.S. uj ENGINEER. ALSO FURNISH AND INSTALL ITERIS VANTAGE PLUS VIDEO DETECTION „ „ m 3 I 1 N0, DESCRIPTIO SIGNAL LUMINAIRE "C" "B" "!=' POLE MAST ARM POLE 0 ARROW LUMINAIRE LEGEND SYSTEM WITH 3 CAMERAS COMPLETE IN PLACE. SEE SPECIAL PROVISIONS. DETAIL A N ? ; = MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH ONE 5OA-IP I O _ �- AVE CIRCUIT BREAKER FOR METERED SIGNALS, ONE 30A-IP CIRCUIT BREAKER FOR UNMETERED o U A 19-3-80 25' 12' 3.0' 5.0' SV-1 -T MAS SP-1 -CS 6 250W Highland -� 13300 LIGHTING AND ONE 15A-IP CIRCUIT BREAKER FOR METERED I.I.S.N.S. SEE SPECIAL N o OB 17-3-80 15' *12' 6.5' 1 SV-2-TD MAS SP-1 -CS 6 �— 250W **East AVE PROVISIONS AND CITY STANDARD 407. *** AVE R O 19-3-80 25' 12' 6.0' 30.3' SV-2-TD MAS 250W F Highland 1 51 >INSTALL SURFACE MOUNT WEATHERPROOF NEMA ENCLOSURE ON SIDE OF THE CONTROLLER O , _ _ _ _ CABINET FOR INTERCONNECT TELEPHONE SERVICE AS PER CITY OF RANCHO CUCAMONGA OD 1 A-10 3.0' 4.0' - TV-1 -T SP-1 -CS A I STANDARD PLAN NO. 408. I Y O f OE 15 - 15' 3.0' - 3.0' - - 8 �— 250W - � 1 1 F 1A-7' - - 3.0' 1 .0' - - - TP-1 8 —� FURNISH AND INSTALL 3' CONDUIT do 3 #6 SERVICE CONDUCTORS TO SCE POWER SOURCE. - N- [4 N- I 1 I 4❑ FURNISH AND INSTALL TYPE H SERVICE AS PER CALTRANS STD. PLAN ES-2A ON THE NORTH G O I QUADRANT OF POLE. � � * INSTALL AT 90 DEGREES TO CENTERLINE 5 FURNISH AND INSTALL SINGLE INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. 33' ! 33' OF EAST AVENUE PHASES SHALL BE AS SHOWN IN THE DETECTOR SCHEDULE. VERIFY LOCATIONS ** MAKE REAR OF IISNS OPAQUE PRIOR TO INSTALLING WITH MANUFACTURERS REPRESENTATIVE. 0 o w o W *** DISTANCE FROM HIGHLAND AVENUE CENTERLINE TO POLE 6❑ FURNISH AND INSTALL SIGN AS SHOWN PER DETAIL U ON CALTRANS STANDARD PLAN ES-6T Z 0 28 28. z o W CONDUCTOR SCHEDULE a w m i a w °D 210/30 RUNS 70 VIDEO DETECTION CAMERA w W x W � A. < o W � 2 W. CIRCUIT 8❑ FURNISH AND INSTALL R96 SIGN ON SIGNAL STANDARD AT 7' ABOVE FINISHED GRADE. `�-` Z 0 m SR 210/30 G 1 2 3 4 5 6 UJ W M W � E.O.P. 04 VEHICLE 3 6 90 FURNISH AND INSTALL 2"C, 1 PULL ROPE. _ Q _ _-_ - 10 } i 06 VEHICLE 3 6 J moo J z _ ------ -----_._ __._-- 08 VEHICLE 3 3 3 3 3 m o o = 0 0 06 PEDESTRIAN 2 2 2 2 4 FolPEDESTRIAN BARRICADE INSTALLATION WITH STREET IMPROVEMENT PROJECT. CA M z N U � 4 �.. _oL. 0 08 PEDESTRIAN 2 2 2 00 � n 0 o c�� z0 � 0 14 08 PPB 06 PPB 1 1 2 2 QOWd' Q _ WIY I m I d X H PPB COMMON 1 1 1 1 2 0000 0 0cj 00 00000 SPARES 3 3 3 3 6 UJV) u � U .J N U TOTAL 13 13 14 17 35 12 I.I.S.N.S. 2 2 2 2 / z I \ LUMINAIRE 2 2 2 2 1 B ? 5 A 0 lo SIGNAL COMMON 1 1 1 1 2 N re�.xe.1"" .we:r+aw. TOTAL 3 3 3 3 2 _-w .•+ x�risaFaee++cav .�...,.-.�..,..r+�., _ee�•x r a-ar��caw.rr: r+�+a mom. wr- PHASE DIAGRAM _ W 10 ao 7 08 "� --------__._____� ._._.- 130' TO BACK 0 v CAMERA 1 1 1 1 3 U - OF CROSSWALK v x QC) NOT NOT NOT Z� m msP0s 6 _ s ___.. _ _ �__._ _____�- _-. -. -- - ----- l_-- -.___.._._ _� __ ca USED USED USED V)x � { 8 7 R34-2 TOTAL 1 1 1 1 3 xW CL J6 / O 2-E-916 i 04 DETECTOR 1 W 06 1-E-916 0 z Q 06 DETECTOR 1 1 R34 _ W o 01 0 03 04 — — — 1 J508 DETECTOR 1 1 1 1 r' - m ao SEE DETAIL A ___ _ „ __. __._________�____________ _ ______.____ --_-_ - _ _-_- N N 00 TOTAL 1 1 1 1 3 1 .ro� M - 04 6 R34 �� M EMERGENCY VEHICLE PREEMPTION 1 1 1 3 -- s _._-._..._.. U - -- ------ - s c - - --_--_. ..: _ _ __ - - _- - -- - -- CONDUIT SIZE INCH 2„ 2„ 2.5" 2.5" 2-2.5, N O T N O T -_-__--.-_—__._ ._ __ w______ 04 6 04 USED USED z C - / NOTE: CONDUCTOR SCHEDULE PROVIDED AS AN INSTALLATION v~i I t GUIDE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE 4 1 04 — — — — CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS 05 06 07 08 EXISTING R/W w > 8 cJ 081P (E) REQUIRED FOR THE INTENDED OPERATION. 5 N 3 RETAINING WALL 8 62-C, 2#12, 2#10 HIG U E D 3 r 0a i HLAND AVEN V) O I 1 Z 4 o N 2 4 t. w v5 ELECTRICAL SERVICE: CONTRACTOR SHALL CONTACT DAVID QUEZADA (SERVICE PLANNER) I `1' WITH S.C.E. AT (909) 357-6240 FOR ELECTRICAL SERIVCE I INSTALLATION. 19' - 3 0 TELEPHONE SERVICE: a. CONTRACTOR CONTACT VERIZON TELEPHONE AT 1 -800-483-3000 3 FOR TELEPHONE SERVICE INSTALLATION. Z oa GRAPHIC SCALE 1 "=20 ' N_ W 29' 16' ao N 0 20 40 60 w x W - z N W CITY NO. DESCRIPTION OF REVISION DATE APPROVED m I NOTE : SPECIAL PROVISIONS FOR THIS U r 33� CITY of RANCHO CDR — WORK ARE ON FILE I N THE OFFICE OF i"r = Z TRAFFIC SIGNAL PLAN THE CITY ENGINEER . W a HIGHLAND AVENUE M W AND OD m J EAST AVENUE N J I 111 LAPPRDVED BY DATE CITY ENGINEER � ��� �"� R.C.E. . 24953 cr-] DESIGNSERVICE ALERT .� A L B E R T A. RECOMMENDED IL _ CALL: TOLL FREE � �. c�382� -Vmss. � 0766 �cRAY�sT� �S DRAWN 1-OVV - RIVERSIDE CA. 92506 SHEET p V �!I- A S O C T E S ATE(� GLlF�`` a.s. ;DTE: "23ACpr (909) 666-1070 OF �- ��" -�U00 CHECKED R.C.E. NO. C44762 DRAWING NO. M WGRUM OATS� VW 1116 2001 FILE NO. SIGNAL.PRO 1703 - S PR038C.T SHISBT N1o• I'3 oF`Z5 °} t 4 1 aaa 5 o SIGNING AND STRIPING NOTES: z } � 1 ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC �— MANUAL, AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" (� ELSEWHERE. _ . STATE HIGHWAY 210 / 30 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED U) UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL Lv BE 2X2 ' AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE SIGNS) TO BETWEEN 6 AND B INCHES INTO THE ANCHOR SLEEVE AND PROVIDE i 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN (S). # cn THE ANCHOR SLEEVE SHALL EXTEND 1 OR 2 INCHES ABOVE FINISHED GRADE # AND SHALL BE 2-114 x 2-1/4" BY 30" LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING CORNER BOLTS OF TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING 1 THE DRIVE RIVETS OF OTHER CITY APPROVED TECHNIQUES. INSTALL R26, i y R26 (S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN "U" CHANNEL POSTS. 1 " __SE SHEET___ NO,__ SEE.__SHEET_- NO-,-P PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND 3. INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: _ --- r k HIGH ' AND AVENUE A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND ± ! MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, ( -r r i�(' ? - TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING 1- r r r- a i I -rr���r r 1,3J%�� ° 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL ! ,J c ,� _ # CONFORM TO CITY OF RANCHO CUCAMONGA 'S MAINTENANCE STENCILS. Lu _ B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET SAND BLASTING. W ui 711 C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS = FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR (n THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. ,z # ¥ } Lu D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES AND U) Q INDEX MAP MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW STRIPES, Li BUT IN NO CASE SHALL ANY SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. SHEET INDEX COWTRUMM NATES ASD ESTD%M OF WANTITITES 1. TITLE SHEET 1 PAINT 4"/4" DOUBLE YELLOW STRIPE PER CITY OF 450 LF 2. SIGNING AND STRIPING PLAN VICINITYMAP O RANCHO CUCAMONGA STANDARD NO. 133. 3. SIGNING AND STRIPING PLAN O PAINT 4" BROKEN YELLOW STRIPE PER CITY OF 1330 LF PROJECT RANCHO CUCAMONGA STANDARD NO. 133. SITE 210/30 FREEWAY O INSTALL R26 SIGN WITH R26B SIGN (HERE 1 EA TO CORNER) ON GREEN "U" CHANNEL POST. HIGHLAND AVE. pw ia O4 INSTALL R26 SIGN ON GREEN "U" CHANNEL POST. 7 EA I j %CKETTONE O INSTALL R26 SIGN ON EXISTING STREET LIGHT STANDARD S 7 EA CATALPA //VICTORIA OR GREEN U CHANNEL POST.UJ ST. INSTALL W53 SIGN AND GREEN 'U" CHANNEL POST. 1 EA REET O APPLYTHERMOPLAS TIC 12" WHITE SOLID STRIPE PER CALTRANS 220 LF STANDARD RD N0. A24E. OAPPLY THERMOPLASTIC WHITE ARROW TYPE IV (L) PER 2 EA CALTRANS STANDARD NO. A24A. i OPAINT 4" WHITE SOLID WHITE SHOULDER STRIPE CITY OF 1240 LF RANCHO CUCAMONGA STANDARD NO. 133. VIBASELINE ROAD 10 PAINT 2-4"/4" DOUBLE YELLOW MEDIAN STRIPE PER CITY OF 1240 LF RANCHO CUCAMONGA STANDARD NO. 133. NO. DESCRIPTION OF REVISION DATE CITY APPROVED 11 INSTALL W41 SIGN AS SHOWN. 3 EA No SCALE 12 SAPPLY TANDARD THERMOPLASTIC "SIGNAL AHEAD" MARKINGS PER CALTRANS 3 EA M CITY OF RANCHO CUCAMONGA OAPPLY THERMOPLASTIC 8" WHITE CHANNELIZING LINE PER 13 CITY OF RANCHO CUCAMONGA STANDARD NO. 133. 100 LF 14 INSTALL TYPE "N" MARKER WITH W56 SIGN. 1 EA SIGNING AND STRIPING PLAN FOR Ej TRACT N0 . 1579B F � APPROVED BY DATE fi rs , CITY ENGINEER R.C.E. NO. 24953 TO BE INSTALLED WITH TRAFFIC SIGNAL. DESIGN A L B E R T A. RECOMMENDED INDERGFUM SMCE ALERT o� CALL: TOLL FREE No _ ____ P. 12-31-0 A D•S. ����« CI3788 McCRAY SST. J A� �' CIVP- tit' DRAWN A S S O C I A T E S RIVERSIDE CA. 92506 SHEET (;D (909) 686-1070 OF 227-2600 CHECKED rM�4MOrr b.S. ENGWEEENG I)R.C.E. NO. C39530 DRAWING NO. TW�cns UAVs�� vw DATE: 21 Apr 2001 FILE: STRIPING.PRO 70 3's W A. 99--308 PROJEc-T SNeBT N0. 14 OF ZS i w STA . 82+43 SEE SHEET 3 cr_ cr_ w �> a wQ 0 SR 210/30 cn 33 ' 33 ' N 8 1 _ 18- 8 0 1 � 6 ' SR 210/30 E.O.P. 0 Lr) Ixo Iq U V m 1 + m 0 3 _ _ II II / / / / O 417� S /X r r J-J1 G1-J `J r\ \I � T�l \J EX. 6 FT. SOUND WALL8 EX. 6 FT. SOUND WALL 280' FROM w LIMIT LINE co 10 ' ' 11 4 4 4 (,j�HIGHLAND AVE . _ ' 10 m :. 00 7 200 ' m °�° R 2 12 — m °�° N89 '53'40"W 14 0 11 N 12 13 14 cv 1 1 5 18 0 m N m N "l6 EX. CB GTR AND IDEWALK U7 7 Lr) 5 _ 6 ' Q F— lo J 28 F 27 J E3 0 cn o 19 ' 018 ' JI / I :J r ' U U \�\J X En w 9 i 0 Lu a 29 ' 16 ' J\_/IJ�'� ) 4 w� J -J _J o0 I 1 io Ex. RET. WALL v 33 ' N HIGHLAND AVENUE a � CONSTRUCTION NOTES AND ESTIMATE OF OUANTITITES w X 4 OPAINT 4"/4" DOUBLE YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA STANDARD NO. 133. STA . 79+00 SEE SHEET 3 OPAINT 4" BROKEN YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA STANDARD NO. 133. O3 INSTALL R26B SIGN (HERE TO CORNER) ON GREEN "U" CHANNEL POST. O4 INSTALL R26 SIGN ON GREEN "U" CHANNEL POST. OINSTALL R26 SIGN ON EXISTING OR NEW STREET LIGHT STANDARD 5 OR GREEN "U" CHANNEL POST. O INSTALL W53 SIGN AND GREEN "U" CHANNEL POST. OAPPLY THERMOPLASTIC 12" WHITE SOLID STRIPE PER CALTRANS STANDARD NO. A24E. ® APPLY THERMOPLASTIC WHITE ARROW TYPE IV (L) PER CALTRANS STANDARD NO. A24A. O PAINT 4" WHITE SOLID WHITE SHOULDER STRIPE CITY OF RANCHO CUCAMONGA STANDARD NO. 133. 10 PAINT 2-474" DOUBLE YELLOW MEDIAN STRIPE PER CITY OF u>JRANCHO CUCAMONGA STANDARD NO. 133. �»GA' \JVD\ �r ` 0 RAV 49 EX. 6 FT. SOUND WALL � X 11 INSTALL W41 SIGN AS SHOWN. X 12 APPLY THERMOPLASTIC "SIGNAL AHEAD" MARKINGS PER CALTRANS Lli � 4 p,. STANDARD A240. > � 13 CITY OF RANCHO CUCAMONGA STANDARD NO 133. INE PER — APPLY THERMOPLASTIC 8" WHITE CHANNELIZING L m o, -� -- N89 *53'40"W � 2 r' - 1 14 INSTALL TYPE "N" MARKER WITH W56 SIGN. 19 20 21 22 23 24 2S- 26 w 5 EX. CB GTR AND SIDEWALK 5 LO N 5 -- % _.._ _ ._ ---___- _ __._. t. .__ _ _ _ .. �._ �_____.. _._ .,. _ -----_----.r _ 5 , . _ ti_.._--- ---. 1 ....._._-- -- �. _-- "� Lli —. � ___..._ �_—rt � TO BE INSTALLED WITH TRAFFIC SIGNAL. • • • ul 0 — — — -- K - ----- - - Ln +co ~ J J ti � J 3-1 J J � r rrjV r \ D CITY �\ NO. DESCRIPTION OF REVISION DATE APPROVED Q r rDRIVJ Dr��\JN r \ CITY OF RANCHO CUCAMONGA r r r\r r -13D415 HIGHLAND AVE . 10+00 TO 25+77 EAST AVE . 79+00 TO 82+43 SIGNING AND STRIPING PLAN HIGHLAND AVENUE FOR �o�Essr TRACT NO. 15798 F APPROVED BY DATE ms`s{sem CITY ENGD 104 ZjLh(6w R.C.E. 4953 " LNERGFUM SERVICE ALERT DESIGN ALB E R T A. RECOMMENDED CALL: TOLL FREE NP,i oo V CIVIL ENGmms JA6- BB 3788 MCCRAY ST. GRAPHIC SCALE 1 "=40 ' �' DRAWN RIVERSIDE CA_ 92506 SHEET i 1-800 I�lr �•5• Ncnregxnvc c x T E S (909) 686-1070 � OF � 227-2600 �f� � F R.C.E. NO. C39530 DRAWING NO. 40 20 0 40 80 120 CHECKED If TW WOMPS ars WME YOU om W.D. 99-308 DATE: 21 Apr 2001 FILE: STRIPING PROH703 -5 mo.)Ecr SNEor No. is dF ZS O a 0 Q cr 0 cWrn a Q w � Y w 0 o= — Cu -17 0 w 425 ' TAPER W 450' FROM I LIMIT LINE a. 11 0 Li LU 10 Cu U) N m 12 �, N m 83 848 86 8 88 cv 90 m co 9 r, + ., CU 10 g10 i MATCH WITH EXISTING --- - -- - - ----- --- ..- >_._ .- - STRIPING 9 CONSTRUCTION NOTES AND ESTIMATE OF OUANTITITES EAST AVENUE O Q i PAINT 4"/4" DOUBLE YELLOW STRIPE PER CITY OF o _o CL 0 -e O RANCHO CUCAMONGA STANDARD NO. 133. � � N W O PAINT 4" BROKEN YELLOW STRIPE PER CITY OF N ` H V 2 RANCHO CUCAMONGA STANDARD NO. 133. N O a V) o W O INSTALL R26B SIGN (HERE TO CORNER) ON GREEN "U" vw (, CHANNEL POST. Q O4 INSTALL R26 SIGN ON GREEN "U" CHANNEL POST. U O INSTALL R26 SIGN ON EXISTING OR NEW STREET LIGHT STANDARD r n 5 OR GREEN "U" CHANNEL POST. U © INSTALL W53 SIGN AND GREEN "U" CHANNEL POST. m V) OAPPLY THERMOPLASTIC 12" WHITE SOLID STRIPE PER CALTRANS STANDARD NO. A24E. ® APPLY THERMOPLASTIC WHITE ARROW TYPE IV (L) PER CALTRANS STANDARD NO. A24A. O PAINT 4" WHITE SOLID WHITE SHOULDER STRIPE CITY OF RANCHO CUCAMONGA STANDARD NO. 133. 10 PAINT 2-4"/4" DOUBLE YELLOW MEDIAN STRIPE PER CITY OF (U RANCHO CUCAMONGA STANDARD NO. 133. �-- X li INSTALL W41 SIGN AS SHOWN. 450 ' TAPER W W12 APPLY THERMOPLASTIC "SIGNAL AHEAD" MARKINGS PER CALTRANS STANDARD A240. U) 13 APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LINE PER R/W CITY OF RANCHO CUCAMONGA STANDARD NO. 133. W o EX. 8" cine' GUTTER (� MATCH WITH AND SIDEWALK 14 INSTALL TYPE "N" MARKER WITH W56 SIGN. '" (V (U N EXISTING STRIPING W 6 ). TO BE INSTALLED WITH TRAFFIC SIGNAL. E.P. 8 cn rn O + cv 460' FROM r' LIMIT LINE .., R/W � Q EAST AVENUE NO. DESCRIPTION OF REVISION DATE „ CITY ED CITY OF RANCHO CUCAMONGA EAST AVE . 75+45 TO 79+00 EAST AVE . 82+43 TO 89+35 SIGNING AND STRIPING PLAN FOR �pFEssj TRACT NO . 15798 APPROVED BY DATE _ CITY ENGIPEEER R.C.E. 4953 DESIGN A l B E R T A. u T 1 I RGF �D SERVICE ALERT NO. C39530 � a.S. CIVIL ENGIrEERs CALL: TOLL FREE XP. 12-31-0 NATIBB 3788 McCRAY ST. 1-500 GRAPHIC SCALE 1 -=40 * '� DRAWN RIVERSIDE CA. 92506 SKEET CIV1�- `tit' ASSOCIATES (909) 686-1070 227-2600 ENGINEERING CONSULTANT$ --3-- OF �— p f�D f�c E. N0. C39530 DRAWING NO. 40 20 0 40 80 120 TMD,UWJM DAYS sm3E Ym ais ..� DATE: 21 Apr 2001 FILE: STRIPING.PRO W.O. 99-308 _ � �. _ 1703-5 Mawr S146ST we. IG OF-25