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953t_tcGENERAL NOTES FOR SIGNING AND STRIPING CITY OF GRAND TERRACE, C OF R 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY C{TY OF COUNTY OF RIVERSIDE AND /OR CITY OF GRAND TERRACE STANDARD PLANS, CALTRANS STANDARD CONSTRUCTION NOTES 8c QUANTITIES GRAND OF PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TERRACE RIVERSIDE TRAFFIC CONTROL DEVICES. SIGN ING 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STRIPING PLAN 1a-- PAINT 4" WHITE STRIPE PER CA MUTCD FIG. 3A -102 DETAIL 9 1600 LF 14i0 LF AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS �2 -- PAINT 4" DOUBLE YELLOW STRIPE PER CA MUTCD FIG. 3A -904 DETAIL 22 - 150 LF STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 3 PAINT 8" SOLID WHITE CHANNELIZING LINE PER CA MUTCD FIG. 3A -172 DETAIL 38 740 LF 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED M AIN S APPLY THOLID WHITE TYPE IV ARROW PER CA MUTCD FIG- T 2 7 EA 2 EA /� BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLAS77NG OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 5 PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 278 - 50 LF 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHTE OR YELLOW STRIPES. O6 -APPLY SOLID 12" THERMOPLASTIC CROSSWALK YELLOW/ LIMIT LINE WHITE- 100 LF 195 LF 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE 7�- PAINT 4" DOUBLE YELLOW STRIPED MEDIAN PER CA MUTCD FIG. 3A -107 YELLOW STRIPES. DETAIL 29 960 LF 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT OB - SANDBLAST AND REMOVE EXIS77NG STRIPING 460 LF 70 LF MARKERS (RPMs)), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 1 y 1--� INSTALL ASSEMBLY C SCHOOL SPEED LIMIT SIGNS S4 -3, R2 -1, AND S4 -2 � PER CA MUTCD FIG. 76-7 2 EA 1 EA 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL 10 INSTALL ASSEMBLY D ADVANCE CROSSWALK WARNING SIGNS Si -7 AND BE PAINTED TWO COATS. W16 -9P PER CA MUTCD FIG. 78 -1 1 EA 1 EA 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING 11 NOTE NOT USED RPMs MWN THE PROJECT AREA SHALL REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 12 PAINT RAIL ROAD CROSSING PER CA MUTCD FIG. 86-7 7 EA 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 4 "x4" WOOD POST 13 INSTALL R1 -1 STOP SIGN PER CA MUTCD FIG. 78-702 1 EA 7 EA AND 48" SIGN PANEL ON 4 "x6" WOOD POST WITH ANCHOR BLOCKS, FASTENED WITH HEX BOLTS AND NUTS PER CALTRANS STANDARD PLAN RS2, UNLESS OTHERWISE 14 APPLY THERMOPLASTIC "STOP" LEGEND PER CA MUTCD FIG. 38 -20 2 EA NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD 15 PROTECTIN PLACE BY THE ENGINEER. 16 NOTE NOT USED 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY 777E ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY ( _ 17 NOTE NOT USED YARD OR AS DIRECTED BY THE ENGINEER. - _ - - 11- THE CONTRACTOR SHALL LAYOUT (CAT - TRACK) THE PROPOSED SIGNING, STRIPING, AND ? 18. NOTE NOT USED PAVEMENT MARKINGS IN ACCORDANCE WITH PLANS AND OBTAIN THE ENGINEER'S f9 INSTALL R26(S) (CA) NO STOPPING SIGN PER CA MUTCD FIG. 28 -16 (CA) 13 EA APPROVAL PRIOR TO ACTUAL INSTALLATION 20. INSTALL S5 -2 END SCHOOL ZONE SIGN PER CA MUTCD FIG. 7B -1 1 EA 1 EA _ 21 INSTALL R3 -2 ONE WAY SIGN PER CA MUTCD FIG. 28 -2 1 EA 22 INSTALL R4 -7 KEEP RIGHT & TYPE "N" SIGNS (CA) PER CA MUTCD FIG. 28 -8 1 EA i 23 APPLY THERMOPLASTIC YELLOW "SCHOOL" LEGEND PER FIG. 7C -101 (CA) _ 2 EA 24 INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 5 EA 25 PAINT LANE DROP STRIPING PER DETAIL 37B 250 LF GENERAL NOTES FOR TRAFFIC SIGNA INSTALL R5 -1 ONE WAY SIGN PER CA MUTCD FIG. 28-11 2 EA 7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227 -2600 AND ALL CONCERNED UTTLITY COMPAMESAT LEAST TWO DAYS IN ADVANCE OF EXCAVATION. - - LOCA77ONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR - SHALL DETERMINE THE EXACT LOCADONS AND VERIFY ALL COND/110NS ON THE JOB �, ''� - - ��� _ _ - _P ST SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT OF WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT OF WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY J. EXIS77NG PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT OF WAY SHALL BE PROTECTED OR REPLACED. 4. SEE CALTRANS STANDARD PLAN ES -7A, ES -iB, AND ES -1C FOR SYMBOLS AND ABBREVIA77ON LEGENDS. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENTS, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 6. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 7 ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUI T. B. ALL PULL BOXES SIZE SHALL BE No. 5 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE THE TRAFFIC BEARING TYPE. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET, 9. ALL CONDUITS SHALL BE 2 -INCH RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED. ALL CONOU17S PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 10. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD PLANS ES -58 ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -50. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF RIVERSIDE STANDARD PLAN No. 1201 AND CENTERED WITHIN THE DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 11. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE CONTROLLER CABINET. 12. TRAFFIC SIGNAL INTERCONNET CABLE (SIC SHALL BE 6 -PAIR, AWG #20 CABLE UNLESS OTHERWISENOTED. TRAFFIC SIGNAL INTERC CT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCH. 13. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMIT17NG DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SEC71ON AND INDICATIONS SHALL BE 12 INCH. 14. ALL SIGNAL HOUSING, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 15. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER, 16. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. u u J u n 0 L ll 4 acs: Mimi i NO. 2 SEE SHEET No. 2 INDEX MAP SCALE 1" =200' SEE SHEET No. 3 SIGNALIZED T- INTERSECTION (SEE SHEET 4) SHEETINDEX SHEETAb. DESCRIPTION 1 TITLE SHEET" 2 SIGN & STRIPING -AMAIN ST : STA 10 +38.00 TO STA 28 +5500 3 SIGN & STRIPING - MAIN ST. STA 28 +55.00 TO STA 38+35.57 4 TRAFFIC SIGNAL AND LIGHTING No. 60153 Exp. 6 -30 -12 �l9lF F I 5A% A VT�jFOFCn� \t�`� MS 4205 W.O, # B9t7 91 IP t tii !9 n o NOTE: F IELD BOOK REF. RR SRSIDE COUNTY �7 ESs EPIC ENGINEERS C17Y OF GRAND TERRACE SIGNING AND STRIPING PLAN W.O. N�' WORK CONTAINED WITHIN THERE PLANS SHALL NOT Q srMeP� REVISIONS APPR. [ATE TRANSPORTATION DEPARTMENT Pt/BLICWORKSDEPARTMENT 9 • c COMMENCE UN71L AN ENCHROACWAMENT PERMIT Q ( ®/' CWeMR LVWSUFrEYRx+ AND /OR GRADING PERMIT HAS BEEN ISSUED. RAR APPROVED o �� `O A 10 7 E REDLANDB BOULEVARD APPROVED BY: DESIGNED BY: ROAD NO. w - a y� �� ° .1 BENCHMARK: ELEV:951.31 w " a BUITEt46 FAX 80g -7�•8� �' 7 - 11 DRAWN BY: RCG �NTli>� F I NAVD 8834 °00'54.6014" N117 °20'02.0915 "W ix NP.63564 REDLANDS,� ALA FREN DATE 1tIAL TM0 Mpi IS �' ExP. b -30 -13 RAR n gum gffpiE AT HGHGROVE, 200 FEET SOUTH ALONG 77NE ATCHSON TOPEKA sj CIVi� CHECKED BY: �� D TOLL X0!1018 YOU 01g AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET 4T ? "' - ° {� I f DATE: TITLE SHEET PAEE A PeY.><c SE* Br 1 -800-M- IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER FOFCAU 711212011 7 CARLOS ZAMANO 1xaslepotra CE ALEFff HGHGROVE RAILWAY STATION ERICK D. POTTER, R. C. E 53554 OATS RECOMMENDED: DAIS RECOMMENDEDSY: CITY ENGINEER SHEEP 1 OF 4 LEGEND C/L CENTER LINE L- J TANAGER ST DWY DRIVEWAY EP EDGE OF PAVEMENT EXIST EXISTING _ MH MANHOLE /O P/L PROPERTY LINE � _ � - s R W RIGHT OF WAY <A o J -- TC TOP OF CURB ,� •. � � ,�� ® - r __, PROPOSED SIGN r _ J ' " " VICINITY MAP NOT TO SCALE SECTION 8, TOWNSHIP 2 SOUTH, RANGER 4 WEST CONSTRUCTION NOTES tO— PAINT 4" WHITE STRIPE PER CA MUTCD FIG. 3A -102 DETAIL 9 V PAINT 8" SOLID WHITE CHANNELIZING LINE PER CA MUTCD FIG. 3A -112 � DETAIL 38 a ( � APPLY THRRMOPLASTIC TYPE IV ARROW PER CA MUTCD FIG. 3B-21b ( PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 278 66 APPLY SOLID 12" THERMOPLASTIC CROSSWALK YELLOW/ LIMIT LINE WHITE SANDBLAST AND REMOVE EXISTING STRIPING INSTALL ASSEMBLY C SCHOOL SPEED LIMIT SIGNS S4 -3, R2 -1, AND S4 -2 �..•+ PER CA MUTCD FIG. 78 -1 10 INSTALL ASSEMBLY D ADVANCE CROSSWALK WARNING SIGNS S1 -1 AND W16 -9P PER CA MUTCD FIG. 78 -1 11 APPLY THERMOPLASTIC LANE DROP ARROW TYPE VI PER FIG. 36 -21 12 PAINT RAIL ROAD CROSSING PER CA MUTCD FIG. 88 -7 }3' INSTALL R1 -1 STOP SIGN PER CA MUTCD FIG. 78 -102 APPLY THERMOPLASTIC "STOP" LEGEND PER CA MUTCD FIG. 3B -20 14 -- 0 15 PROTECT IN PLACE 1S INSTALL W9 -1 RIGHT LANE ENDS SIGN PER CA MUTCD FIG. 2C -6 19 INSTALL R26(S) (CA) NO STOPPING SIGN PER CA MUTCD FIG. 28 -16 (CA) 20 INSTALL S5 -2 END SCHOOL ZONE SIGN PER CA MUTCD FIG. 7B -1 21 INSTALL R3 -2 ONE WAY SIGN PER CA MUTCD FIG. 28 -2 22 INSTALL R4 -7 KEEP RIGHT 8 TYPE "N" SIGNS (CA) PER CA MUTCD FIG. 28-8 23 ` APPLY THERMOPLASTIC YELLOW "SCHOOL" LEGEND PER FIG. 7C -101 (CA) 24 INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 25 PAINT LANE DROP STRIPING PER DETAIL 378 0 -- INSTALL R6 -1 ONE WAY SIGN PER CA MUTCD FIG. 28 -11 M W I Q AFlj\J 27 20 * co 0 0 EX. R/W 4 @4 _a 3 _ + o t3 14 PROP. R/W 6 •- PROP. CURB AND GUTTER o 23 0 - - EX. R /W� - U APj\J 7/ �20 J- 3-2 MAIN I\Pj\l 219- PROPOSED COLTON HIGH SCHOOL No. 3 o ^ o n 19 24 coro 0 1 -- i o 0 ^ ^ _ — �..-O4 ROP. CURB AND GUTTER - e O T O ' �3} - 250' - lJ - -- �- CITY OFG TERRA LIMITS 25 - 15 16 RIVERSIDE COUNTY LIMITS 17 18 STREET PROPOSED COLTON HIGH SCHOOL No. 3 _ N * 1 �{ 24 is i9 COLTON HIGM 24 i9 - 24 \ °^ on ti * / ° DRIVEWAY 'to °v °*n / 9 \ c 2 N O ^ 3 -4- 13 \ 6 \ PROP. R/W 6 PROP. CURB p h - o - ° AND GUTTER - - _ - - -o -- - / -- -- - - -- - - - - CU + a - -- N PROP. CURB AND GUTTER =' 3 �' a PROP. CU AND GUTTER INC n — � ' . n 2 6 2 5 100 - PROP. C MEDIAN �' "' to ui ui 2s _ 4 ° �ITYOFGR - LL — — -- — — -- — — — — W u W LL) 20 21 _ 22 23 24 3 4 25 10' 26 RIVERSIDE COUNTYUMITS 27 28 4 1w Lu J o CURB AND GU y o N PROP. N - n� EX. R W - - - - - -- U o - -- - -- / M - -- - - -► rn � N rn c a ................................... _. ^ w APIV 7 -2 1-J 3 4 m MAIN STREET 0 N — 2 m W ±o " 1 m Q ESS/� ES.4 F ��� D F -Q� ht�y�VN GRAPHIC SCALE I"=40' z ED C No. 46711¢ No. 60153 9 0 40 80 120 *� Exp. 12-51 -12 * Exp. 6 -30 -12 t pn 0 01 V1 N- u F DF CAL\ Y OF CAL\ MS 4205 W "0. # B70791 IP 080119 m NOTE: FIELD BOOK REF. RIVERSIDE COUNTY W.O. WORK CONTAINED No. p ` H ESS E P t C E N G / N E E R S � ���/{{ �� p /gip TA � ON �EpAR �/y� E CITY OF GRAND TERRACE SIGNI ,q fyp STRIPING PLAN �.�� N N THERE PLANS SHALL NOT ENCN20ACNdENT PERMIT D Po (2iLENGIi� IAND3lMVEYMO SYMBOL REVISIONS APPR. DATE / I ii"eIYSl� / /1 /YINT PUBLIC � DEI�j ]�/EI1/T COMMENCE UNTIL AN E o ty U T P1ANrAe2 �rAOUCaeMn' APPROVED BY: ROAD No. t. AND /OR GRADING PERMIT HAS BEEN ISSUED. �, C* Q m 101 E.REDLANDSBOULEVARD TELE 908 -792 - 59110 DESIGNED BY: RAR APPROVED BY: v BENCHMARK: ELEV:9b1.37 "' z SUITE 1 46 FAX 909 - 792 -881#1 / /��+ 1 7 -21-- DRAWN BY: NAVD 8834 ° 00'54.6014" N117 °20'02.0915 "W RCG C No. A REDLANDS,CA.. ALAN CH DATE M A • N STR F D. FREN 8EFo TMDNOp(IN6 * E %P. 6 -30 -13 * .' � L1pE Ogl$ om AT FNGHGROVf, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA CHECKED BY: RAR o Y110 11n _ YOU 0T8 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET ILL � A ws1sO gEyI7� ea, 6-2tlD+227 -2600 IN THE TOP OF THE CONCRETE FOUMATION OF THE FORMER F OFCAL\ d �~ 7/12/2011 " P � CA OS ZAMANO DATE: 7701 1AaER2R01Mn Arm ALERT NGHGROVE RAILWAY STATION RICK D. POTTER, R. C. E 53554 DATE ECOMMENDED: DATE RECOMMENDED BY: CITY ENGINEER FROM Sta 10 +38. 00 TO Sta 28 +55. 00 SHEET 2 OF 4 I\P1\J 278 0 N r 0 L a w w w J W O H z O D w C N .y a d w w 0 D !V w 0 O E m 0 z C a 0 a U O] ro L L UJ r v c L L CD I 0 O G U cn z rn S c 0 0 0 U n m 0i O e CONSTRUCTION NOTES 10- PAINT 4" WHITE STRIPE PER CA MUTCD FIG. 3A -102 DETAIL 9 �3 PAINT 4" DOUBLE YELLOW STRIPE PER CA MUTCD FIG. 3A -104 DETAIL 22 3 PAINT B" SOLID WHITE CHANNELIZING LINE PER CA MUTCD FIG. 3A -112 DETAIL 38 44 APPLY THRRMOPLASTIC TYPE IV ARROW PER CA MUTCD FIG. 38 -21b O PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 276 60-- APPLY SOLID 12" THERMOPLASTIC CROSSWALK YELLOW/ LIMIT LINE WHITE a PAINT 4" DOUBLE YELLOW STRIPED MEDIAN PER CA MUTCD FIG. 3A -107 DETAIL 29 SANDBLAST AND REMOVE EXISTING STRIPING INSTALL ASSEMBLY C SCHOOL SPEED LIMIT SIGNS S4 -3, R2 -1, AND S4 -2 u PER CA MUTCD FIG. 78-1 10 INSTALL ASSEMBLY D ADVANCE CROSSWALK WARNING SIGNS S1 -1 AND W16 -9P PER CA MUTCD FIG. 78 -1 11 APPLY THERMOPLASTIC LANE DROP ARROW TYPE VI PER FIG. 38 -21 14 APPLY THERMOPLASTIC "STOP" LEGEND PER CA MUTCD FIG. 38 -20 15 PROTECT IN PLACE 17 INSTALL W4 -2 LANE ENDS SIGN PER CA MUTCD FIG. 2C -6 18 INSTALL R4 -1 DO NOT PASS SIGN PER CA MUTCD FIG. 28 -8 19 INSTALL R26(S) (CA) NO STOPPING SIGN PER CA MUTCD FIG. 28 -16 (CA) 20 INSTALL S5 -2 END SCHOOL ZONE SIGN PER CA MUTCD FIG. 76 -1 22 INSTALL R4 -7 KEEP RIGHT & TYPE "N" SIGNS (CA) PER CA MUTCD FIG. 28-8 23 APPLY THERMOPLASTIC YELLOW "SCHOOL" LEGEND PER FIG. 7C -101 (CA) 24 INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 25 PAINT LANE DROP STRIPING PER DETAIL 378 26 INSTALL R6 -1 ONE WAY SIGN PER CA MUTCD FIG. 28 -11 rn N PROP. R/W NN Q W LuZ P i t f \-- PROP CURB AND GUTTER PROP. CURBED MEDO NOTE: HESS WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UN77L AN ENCHROACHMENT PERMIT G( D POT AND /OR GRADING PERMIT HAS BEEN ISSUED. h A ' h F BENCHMARK: ELEV:951.31 NAVD 8834 0 00'54.6014" N117 "W No. 68666 AT HlGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA 'nT Exp. 6 -80 -13 C/ VI V 1' AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET 9T IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER OF CAIN H/GIGROVE RAILWAY STATION M m EX. CURB AND GUTTER J PROP. CURB AND GUTTER ° zo �mm m 3 U p o ow* �waM Wmac COUN7YUM7S 33 34 PROPOSED SIGNING AND STRIPING 79 Z9 N Or EX L 32' i m 2't PROPOSED CURB & GUTTER AND �i SIDEWALK PER W.O. f/B9 -0953 ¢ w «aa _ EX. R/W EX. CURB AND GUTTER J PROP. CURB AND GUTTER ° zo �mm m 3 U p o ow* �waM Wmac COUN7YUM7S 33 34 PROPOSED SIGNING AND STRIPING 79 �_ N Or EX 32' i m 2't PROPOSED CURB & GUTTER AND �i SIDEWALK PER W.O. f/B9 -0953 «aa � E PER W.O. #H70791 PROPOSED SIGNING AND STRIPING PER W.O. #B70791 -- 3fi 88' � 44' v' Or EX 32' i m 2't «aa 4i EET° A \� EX 11R AND GUTTER I PROPOSED SIGNING AND STRIPING PER W.O. #B70791 MAIN STREET PC o r Z v I Q I No. 46702 Exp. 12 -91 -12 GRAPHIC SCALE L FIELD BOOK REF. RIVERSIDE +COUNTY CITY OF GRAND TERRACE REVISIONS APPR. DATE / T}� DEPARTMENT PI BUC WORKS DEPARTMENT PPRO VED BY: � "JJ'11I�/JrJ1'� DESIGNED BY: RAR APPROVED BY: I MS 4205 W. ®. #'S SIGNING AND STRIPING PLAN � - tl -// DRAWN BY; RCG MAIN S T R E E T ALAN D. FRENCH DATE CHECKED BY: RAR \slow 1/14111 DATE: RECOMMENDED: DATE RECONIMENDEDBY: CITY ENGINEE CARLOS ZAMA FROM STATION 28 +55.00 TO STATION 36+35.57 <o I Ii- 080 119 W.O. No. 9.37 ROAD No. ;Vogk . -- 3fi Or EX " PROPOSED CURB & GUTTER AND �. rQ SIDEWALK PER W.O. #89 -0953 "- i l W W W MICHIGAN AVENl1f MAIN STREET PC o r Z v I Q I No. 46702 Exp. 12 -91 -12 GRAPHIC SCALE L FIELD BOOK REF. RIVERSIDE +COUNTY CITY OF GRAND TERRACE REVISIONS APPR. DATE / T}� DEPARTMENT PI BUC WORKS DEPARTMENT PPRO VED BY: � "JJ'11I�/JrJ1'� DESIGNED BY: RAR APPROVED BY: I MS 4205 W. ®. #'S SIGNING AND STRIPING PLAN � - tl -// DRAWN BY; RCG MAIN S T R E E T ALAN D. FRENCH DATE CHECKED BY: RAR \slow 1/14111 DATE: RECOMMENDED: DATE RECONIMENDEDBY: CITY ENGINEE CARLOS ZAMA FROM STATION 28 +55.00 TO STATION 36+35.57 <o I Ii- 080 119 W.O. No. 9.37 ROAD No. ;Vogk . I n P H A S E D I A G R AM .J0 GROUP A OUP 200 W 8 4 E MU S4- 1 -T 7 -1 -T 0 4 1 -A z NOT USED NOT USED 8 G cr rP -I -r trod terrace Ks -.~ t 5 . PHASE 1 PHASE 2 MASE 3 PHASE 4 cv 8 •. ---- -- NOT USED NOT USED 16 `_ J ► -A 10 _ _ - pC - TV -2 -T SP -1 -r 1 PHASE 5 PHASE 6 PHASE 7 PHASE $ P O L 5 G H E b U L E STANAa ARABS PEQ PUSH 6T. I SIGNAI. MOUNTING i.l.S,N.S. PLACEMENT TYPE HT, SIG. 1 LLN. H;R.S.V. TYPE PHASE QUAD VEHICLE P €D. MESSAGE A B 174-100 .J0 20 15 200 W 8 4 E MU S4- 1 -T 7 -1 -T 0 4 1 -A - - 8 G S rP -I -r trod terrace Ks -.~ 6 , 5 . 15 200 W 8 6 S 4 16 `_ J ► -A 10 _ _ - _ - TV -2 -T SP -1 -r 1 J 24--4 -100 0 35 15 200 W - - - 1$A iA SV -2 -r - --Gr0d Terrace H.S PLAN 4' 17 -.T -100 1 30 ► a I XV W 8 4 W d#AS- 48`SV -2 -18 91 -1 -r oe mm R PLAN 45' # POTFIOLL FLR.L FOUVAMN FOOIPR#4T AT NEW POLE LO CARMIS W TO COVWNG POSE ORDER S{NCt.E FACED Sits ■ = ROTATE LMARE ARM 90'C01 IER aOCKINSE �= LEFT OR RIGHT ARROW AS WIl}Rft? • Mkt 7EN N GRAND 7E ?RACE SCALE: 1 20� HIGH SCHOOL VEHICLE DRIVE WA fir' �-' 1� �� } DETECTOR A OR � 20' 20' as € ASTRO Mini –Brac MOUNT s,- R tOARR APPR(3VEL EO1tlAL S� P ;tiANL�'ACTl�ES �'Ctd{tltEAD;431G9YS pp /t T`s, fi3C10ER �^t 3 POLE Y S}GNAL 9 r--- MAST ARM e. . t� T STANDARD #ALA_ 11 IV tr f Y DEML H �r ■ �i��1..,� EMERGENCY YE iCi.E DETECTORS PROPOSW CONSMWI70N AND S TtR'AFRC 9OVAL MA}N#ENAtd£E – 1 EASEt,fi:°N7 UR9 PROPOSED CURB 230 TO LdMIT LINE £L1}S{7N FEED DRIVE WA Y ^ »MFe �D avawwwafn *� ww�www wu..:m�'zm>^u'^:e�wtmwvmn m..rTVerc��..+..n.».,,u,ar^ wmmww.»:r 2" £, 2-1 N .. ♦ Fwrlwlwe s +rlYarr j}( z ... 05 a wa 2 6p , 4 EW 06 CROSS Gttt t£R IcSd MAIN - we » N vmvxnyv : mm�xwm. �IXWK%% IXWri/ nTWVw:.., v,,,...wmmwhih•ustHwhwma+cam„> mf»:..wmn+,rov a un , nwirurv»v!vn , vpox� 'aevau(wyxµA.�ARNSM�mt�lMn :v[,vxrr.m„v:v � »vwxvvrn,w.n. :n• a� !me..t�vrWr:vv„xvu wN,wmmvwm vmma vavww . � - •fmwfwmtNO� nvw!nm„wmxo�' wnwmmwwwwa::v»».T m }( 05 DETAIL 'A* ..... �_� a :.� _ _.._ .._, LlTY -'E RttNL3 T RR n _ 02&5 CO UNTY tiF i�I VE?�3I7E E'VF' f4 4 a \n �n r xa x STREET ,� Z AAD O DETAIL 8 230' TO. LIMIT LINE R/w _:. «» ....r rrao. 7 R3-2 gTT f TRAFFIC SI!2L-4A QF = R66 IVt C0N5TRUCTtC}N NOTE §. f. } ,AND WORK Z ..ALL MATER A TO C3 SH ALL CONF THE LATEST EC3#TtG3}+} OF THE O t Ft1RA1#SN AND INSTAL " !VS _ AL L t 7t7E CO NTROLLER ASS EMBLY, Y E°Yf' EQUIPMENT, E _ t R} TE a +lAtOfTA CE Y'}t}E'Q t?E7i= t� T7 N SYSTEM �r M TE N CALIFOR Lt P`A T A � AN DEP ARTMENT 1'MEN O F TRANSP ORTATI ON T 'T1Ah7 CALT#7AN5 MU Ct] SUPPLEMEN {/ LEME 7' CALT'RANS STA 1 3f R ALLY MO .». 4 / � � TE' N CJfI TE'D �A BA CK— UP yp� TIER AC#'t �P' SYSTE p a i $ .3lG.iYI PER RIVER SIDE COUNTY ��q �r � V�RS DE ?w+4.a NTY �P £C }F }CAT}CJN } S. NSTA P T R SPECIFI C A TIONS, LL A40AEL 3 LAMS, ANt? S b EG#FCATtC3NS tutA1' .�Ut16 E DITIO N. 32 CABINET FEIN' N CAL7i'7ftNS STANDARD PLAN C ON NEW FC3tt#4#t?A"T#G?N, 2. OCA N F A UNDE RGROUND 77 L Ttf] €� ALL E t3 1.1 i#TtES ARE AF+Pftf,7Xt#1f:47E. 174C CONTRACTOR SMALL D 77•} EXACT LOC ATION S N �. #� 7tMR7 E E E L C ©_S AND YER }FY ALL CONDITION N THE 2' FURNISH AND L s_ cR E av$ SITE PR T . COMME NCING 1S A INS TALL TYPE Il l —CF - O MMENC NG' WCiR}�f THE CO NTRACTOR TO �' A4GK�PF} 1 f2 24O E c CtR AGREES .13E FULL. RESPONSIBLE FC3F'+ ANY AND ED .� L't�LT SER VICE W}TH 5G3 A MP ME TERED s }A NAL ;?R C Ctl 7"..15 ARv!'P M ET ERED R ALL DAMAGES WHICH MIGHT BE OCCAS l` TE ED C StGtNEC� $ HIS FAILURE }, #. S: N, CIRC UIT, �' C3 EXACTLY LOCAT .A Raf7 A # S C CU T'_ S EPARATE NLR PRESER ANY AND ALL UTILITI TlEv'e`: THE ,30 AMP - METERED L#C^YMt T}t11- C IRCUIT CU #T ANLJ TWO TYPE V P,E. F"L3R P L DF#T7NC AND #. #. S, N. S. CONTRACT C t?R SHALG N077I Y ALL CONCERNED ' 1171L#Tl' COMPANIES AS LEAST 2 WORKING DAYS IN AD E XCAVATION. A D #VGE• E CALL - UNDERGROUND S`EROC ALE ER E A 7 L.E T &tRCR .72 2BGst). HAND D tG UN7'1L CLEAR O R Y t?6tSTRUG7'#C1NS AS Dt EC } � .� 7E'!� $ THE E'NG NEE'R: 3 }N.STALL .3 SC Q C' ft7ULE SU PVC Ct3NOtt }T WITH PtJLLRC}PE 1#VTt'2 Et3 }SC7}V FEED PL3fN?' AS R }FtEG7ED BY SOUTH CALIFORNIA ED }SC3N, AT LEAST `R ;� #� HOU A tJ VANG E N 7tC .4: � 79. NO TICE SHALL t LL 8E GIVEN. CONTACT _ ,� � D 9Q9 ;3137: J. 'SEE CAL7R7AN$ STANDARD PLANS ES 7A S t A RIGHT—OF—WAY � � E $ AND ES — I C FOR SYMBOL AND A BBREV IA TIO N LEGEND. 77»tE COUNTY RtGHT OF WAY S H A LL . F H LL $€' KEPT CLE t3 DE BRIS, t+Vt E$ .'S TR»t DUST AND 07}x!' N UISANCES +E'R $ERNE CONTROLLED D 772 LLED +4 T ALL 7tME5: THE CONTRACTOR A TC7R SHALL BE t T 4 NS ALL L1P7iCOM OPTICA ...GAL D,E CTL3R OR AY ... �., D ETECTOR, APPROV EQUAL, PER RESPONSIBLE �" AN QU E DETAIL ; t„E Of7 Y CLEAN UP ON COUNTY f? }Qt�fT t3F WAY AFFECTED Y # � . lL C ( PHASES AS SHOWN). � rte+ � THIS �caNSraucrroN: METR�t7C? OF STREET CLEANING SHA LL � BE D SWEEPING OF A PAVED AREAS. THERE SMALL BE NO 5TC)GRCP # L #htG OF G N 7Y N MATE Cf S'/fi*tJ L? MA 1'>c #A s WI'TH } N THE COUNTY RIGHT—O T- F— Y s INSTALL J7ER #5 p WA i�YtT#- #Cat,t7' PERF,!#SS#t7}V OF < INSPECTOR. Li. " VANTAGE Et? THE s iW+C:TC1R. ❑ ce 2 VIDEO I7ETECTtQN CAMERA, MOUNTING HARDWARE AND CA CABLIN fr` ON LUA4tNA}fi'E` MAST ARM AS ______ ---- ___ ..... ____...._._.: DIRECTED BY THE SUPPLIER. CAMERA = LOCATIONS TO BE APPROVED BY TH E ENGINEER, 4. THE CO F UR NISH E CU ?°RACTfl SH ALL U N }SH ANt3: INSTALL ALL TRz4t'F}G t S GNAL EG7U #PR�fENT AND StGtJAGE IN ACCORDANCE tY#7'N THE PLANS: ALL SIGN A R F S SHAL BE E LECTf?Rt2 N ,,,_ Et? A STANDARD a }�."E U NLESS OTHERWISE N' PLANS. #l+t R� � SE C37EL? ON L NS � STALL 3A d` R9-38 (}tifQ PED X}NG) SIGN ON TRAFFIC SIGNAL F'C7H.E: PROM A t � DE Rr7 NtAdU�A OF 45 FEET F p CL EARANCE BET`IN�'LIV CONTROLLER CABINET 4RsIt7 TH SERVIC IN E° E E CAE3 �7' t, :J INSTALL SIGN ON PALE OR MAST ARM AS SH'faVt1V: N T L O � A l ST FU 6 ! T ME R FU RNISH �4 N ALL Fuca � n1Ac` G S DU e SY T � S. +J�FtOVlt7E A MINIMUM OF � FE OF � E s M. a;E CLEARANCE BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. IN T ;At , n V Tf f+�'774LL � * I.TGIf �! �y�g JJar e4ssr.�e+ r6 1 w^rCeS rc -E»..» r �'T — '�TCT/�'� VrL"G7`CG�T" rS�! — �€i C� `I''1 .. :. F 7. A LL MULL A C3:Y£S SHA LL BE :B UNLESS OTHERWISE RW} NLES E SE NC3TEL7: ALL F't}LL �30k'ES # ;>� N UNIMPROVED AREAS SHALL $`E FR`# MAXIMUM A t SP C NG BE'TWEE'N PULL BOXES SHALL BE $00 'FEET, _ P 9 INS TALL I TER# VC S 8 VANTAGE EDGE V}t3E0 DE'TEC77L7N CAME t �` MOUNTING HARC#WAf'ai' AND CABLING N` 0 C+ SIGNAL MAST ARM As ALL CONDUITS SHALL 2 tN : BaW CH }R CONDUIT UNLESS OTHERWI DIRECTED T�'D 9Y THE SUPP D E WISE Nt�TED. ALL CCRNC?U1T PLACED ' N E CAMERA L CA TT NS T L ED CR i3E'l� f1'A V}NG Q q fa BE 'APPROVED BY THE - ENGINEER. SHALL BE INSTALLED WITHOUT OPEN CUTTING. 9, V IDEO DETECTION E?E{C ZONE SHALL BE P14CRGRAA4#NED AS DIRECTED BY THE ENGINEER. 10, ALL EQ UIPMENT LOCA TIONS A SHA BE .4PFRpV;Et] BY TH COU NTY INSPECTOR ..... U 5'x'°R�E"CTC)R PR}C7R Tf! FINAL P LACEMENT . STRIPING LA�'C3t;}:T AT TRACKING SHALL BE APPROV ` 1'p $ TH£ COUNTY INSPECTOR PRIOR TO DETECTOR t»+JC+P' INSTALLATION 11, 7 ALL VEHICLE 1N LE S CsNAL D IL A TIO NS SHALL 1 , BE 2 ALL VEHICLE SIGNAL IND AND COe1dH3},NATIC}A1 PE DESTRIA N EDESTfc'} N SPGNAL INL7tCA77ON5 Tess £s ass rp or sz ,SHALL ` UTILIZED LiGHT M! TPN S IG NAL E T G DIODE /LED) MODULES. s W ti : ,A 1 VE HICLE I �: 72. ALL 2 VE S IGNAL L NA AN P D f�OM$ }NA'T#C1N PEDESTRIAN Al SIGNAL HO USINGS, V}a�`t'J�R�S AN PLA S H }7 f3ACJ! 7E SHALL €�E METAL. MAGI -} F-t} �r tiE CLE F, ,. ty .. N H S.G. t AL C7US NG SHALL BE PR dla: �57fl2 PROVIDED 1�S7TH LOUVER D BA P VE E BACK PLAT AND A FULL CI RCLE tf#SCR FOR EACH SIGNAL INDICA #�s• 5�It53 tND ©N � � m ac sa x -ta i' a 3�y sa "' 7 at .� . ALL UNUSED TENONS SHA LL BE CAPPED IN A WA RFR TE 0OF METHOD AS DIR ECTED Y �"" �/ TED $ THE COUNTY INSPECTOR. , r e P G'fY SL SERVICE ICE AC3DR ESS. 21803 MAIN ST. ai.. , C#V.tti 1 7 MS 4205 W.0,#1370791 - F IP (?801.19. BENCHMARK: ELEV. 9�9. £t.Q �04t� EF. RA K 1 3 G � 1' s,F+su s rettic En a x �+ncers 0 1 �{y�/� �{�q� (�� y� f V jj : !@S1V..WiTT�:Y'T W�tT'. i! it : , a .�. �,� TRANS#�3RTATIQiV i�l*PAFtTMEN" SIGNAL PLAN # 5G 1 XT ,� 273 Lcnc�un,nd 1t ay: Sw� 21)R 554 T u�E,n: Cai,fr,rn,a . 2 Rts PUBLI { EASTBOUND � C WL3RKS DEPARTMEN - , :. REVISED F DISTANCE FOR E ST. OUND THROU H HEAD. !C4 c. ityC F+PPfiQYtwD 8Y. ��i . , �+ .£A,73(;9453 f`sx 974:731. 1 , LOAD No. 'Z ST ! � V , ttww.. E.G T +Q P E B AT R/ 8CS0 iE£7 5dfU7tl ALGM3 •. henzn czabat:� R $ SI Y P � NG 1F#E AIDI'SttAi ItXr"L�Gi Hey �D52522 � C3E GNED B �.�..._ AP R(SVC:D 8Y. ez.. C SIGNAL ANAND LIGHTI AND SAR#t RC RNLiCAY FRLMt: W amts OF ( SIE7 w n T M 7 .. i?tAtSfi9 BY, , ..: N E M J N. ,...:..r iS 3136 I � I 7W � OF '!1E 4E F't14tYtAAON F REPAR $Y. TMS MiOR#cNG try ALAN J BffO� rs #YE tIA1LM`AY .$35Y7tAk ,r TE. l � �"��� sly Munn 87�. BEFORE. - A,. �' 4.. `� _. #. m D* [ as T 4r c DATE � AT > ct" t<t9 �, sTOCx a t: cost z � Dillw'�:itVi�lY ��� �CL)AiMiENI)Etk 6Y, SHEET OF