Loading...
953t_sgGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY AND DR CITY OF GRAND TERRACE TRANSPORTATION DEPARTMENT, PERMIT SECTION, F R AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED W1 THI N PUBLIC RIGHT OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADD117ONAL STUDIES AND /OR PERMITS MAY BE REQUIRED. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY AND /OR CITY OF GRAND TERRACE TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 3. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING,: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 4. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN PRIOR TO OBTAINING AN ENCROACHMENT PERMIT 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 7. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY MUST BE REPAIRED, ANDIOR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 8. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. GENERAL NOTES FOR SIGNING AND STRIPING 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE AND /OR CITY OF GRAND TERRACE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH 77-IERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED TWO COATS. B. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING RPMs WITHIN THE PROJECT AREA SHALL REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STELL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENEDWI TH 318" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL LAYOUT (CAT- TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. GENERAL TRAFFIC SIGNAL NOTES 1. 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. 2. CONTROLLER CABINENT AND SERVICE CABINENT SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 3. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 4. ALL PULL BOXES SIZE SHALL BE No. 5 UNLESS OTHER WISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXED IN UNIMPROVED AREAS NOT PR07ECTED BY CURB AND GUTTER SHALL BE 7RAFFIC BEARING TYPER. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET 5. ALL CONDUITS SHALL BE TYPE 3 SCHEDULE 80 POLYVINYL CHLORIDE PVC RIGID NON- METALLIC CONDUIT UNLESS OTHERWISE NOTED. ALL CONDU17S PLACED U ER AVING SHALL BE INSTALLED WITHOUT OPEN CUTTING 6. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE E" PER STANDARD PLAN 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. o DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. cu 7. ALL CABLE AND CONDUCTORS SHALL BE CON77NOUS WITH A MINIMUM OF 6' OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE N07ED. 20 OF SIGNAL 1NTERCONPECT CABLE SLACK SHALL BE PROVIDED INSIDE TIE CONTROLLER CABINET 8. TRAFFIC SIGNAL INTERCONNECT CABLE SIC)) SHALL BE 5 -PAIR AWG X20 CABLE UNLESS L OTHERNSE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY e CONDUIT BEND RADIUS OF 36 INCH. 9. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED eAGKPLATE. A TUNAEL VISOR SHALL BE PROVIDED FOR EACH g SIGNAL FACE. ca 10. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 11. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 0 Y U no COUNTY OF RIVERSIDE, CITY OF GRAND TERRACE PROJECT PLANS FOR CONSTRUCTION ON MAIN STREET AND MICHIGAN AVENUE TRAFFIC SIGNAL PRIVATE ENGINEERS NOTICE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE Cl VI L ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCA7ONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. GENERAL TRAFFIC SIGNAL CONSTRUCTION NOTES 1. ALL MATERIAL WORK SHALL CONFORM TO LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227 -2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS ADVANCE EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CON7RACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTION. 3. 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 DEBRI, 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 RIGHT -OF -WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. SEE CALTRANS STANDARD PLAN ES- IA,ES -16, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. GENERAL NOTES FOR BUS STOP CONSTRUCTION 1. A MINIMUM FOUR (4) FEET WIDE WALKWAY SHALL BE PROVIDED TO MAINTAIN PASSANGER ACCESS TO AND FROM BUS STOPS DURING CONSTRUCTION. 2. TEMPORARY ACCESS TO BUS STOP ZONES DURING CONSTRUCTION SHALL BE APPROVED BY OMNITRANS IN ADVANCE OF CONSTRUCTION ACTIVITIES. 3. THE CONTRACTOR SHALL NOTIFY OMNITRANS AT LEAST 5 WORK DAYS IN ADVANCE FOR ALL STREET CLOSURES AFFECTING TRANSIT OPERATIONS REGARDLESS OF THE DURATION OF THE CLOSURE. THIS WILL ALLOW OMNITRANS SUFFICIENT 71ME TO PLAN DETOURS AND NOTIFY THE GENERAL PUBLIC. 4. THE CONTRACTOR SHALL WORK WITH OMNI TRANS TO ESTABLISH AN APPROVED TEMPORARY BUS STOP LOCATION. 5. OMNITRANS WILL RPOVIDE AND POST THE APPROPRIATE TEMPORARY BUS SIGN SIGNAGE, 6. THE CONTRACTOR SHALL NOTIFY OMNITRANS AT LEAST 5 DAYS IN ADVANCE OF CONSTRUC77ON COMPLRETION SO THAT PERMANENT BUS STOP SIGNS CAN BE RE- INSTALLED BY OMNITRANS. 7. CONTACT OMNITRANS FOR COORDINATION AND REVIEW REQUIREMENTS. 8. CONTRACTOR MAY NOT REMOVE ANY BUS STOP SIGNS WITHOUT PRIOR AUTHORIZATION FROM OMNI TRANS. 9. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING PROVISIONS FOR TEMPORARY ACCESS TO AND FROM BUS STOPS. 10. TEMPORARY ACCESS TO BUS STOP ZONES DURING CONSTRUCTION SHALL BE APPROVED BY OMNITRANS AT LEAST 5 DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES. 11. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF THE PASSENGER BOARDING PAD. THE PAD MUST BE DESIGN AND LOCATED IN CONFORMANCE WITH LOCAL JURISDICTION STANDARD DETAILS. ANY NECESSARY DEVIATIONS FROM STANDARD DETAILS REQUIRED THE WRITTEN APPROVAL OF THE LOCAL JURISDICTION. 12. PRIOR TO FINAL ACCEPTANCE OR RELEASE OF CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION MUST BE NOTIFIED TO INSPECT AND APPROVE ALL BUS STOP RELATED IMPROVEMENTS. 13. CONTRACTORS SHALL PROVIDE OMNITRANS WITH THE NAME AND TELEPHONE NUMBER OF THE CONTRACTOR'S CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ALL CONTRUCTION PROJECTS INVOLVING BUS STOPS OR BUS ROUTE DETOURS. 14. CONTRACTORS SHALL MAKE EVERY EFFORT TO SCHEDULE THEIR WORK TO MINIMIZE IMPACTS AND THE DURATION OF IMPACTS TO TRANSIT OPERATIONS AND THE GENERAL PUBLIC. 14. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE PASSENGER BOARDING AREA. 15. A REPRESENTATIVE OF OMNITRANS SHOULD BE INVITED TO THE PROJECT'S PRE - CONSTRUCTION CONFERENCE. MMES RIVERSIDE HIGHLAND WATER COMPANY SOUTHERN CALIFORNIA GAS 12374 MICHIGAN STREET 1981 WEST LUGONIA AVENUE GRAND TERRACE, CA 92313 REDLANDS, CA 92374 (909) 825 -4128 (909) 335 -7507 AT &T TRANSMISSION CITY OF GRAND TERRACE 22311 BROOKHURST STREET, SUITE 203 22795 BARTON ROAD, SUITE B HUNTINGTON BEACH, CA 92646 GRAND TERRACE, CA 92313 (714) 963 -7964 (909) 825 -3825 SOUTHERN CALIFORNIA EDISON U7I FOR CHARTER COMMUNICATIONS P.O. BOX 11982 7337 CENTRAL AVE SANTA ANA, CA 92711 RIVERSIDE, CA 92504 (714) 796 -9932 (951) 343 -5165 TIME WARNER CABLE 1500 SOUTH AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975 -3398 f ca f m 0 FD Fr, y 7 Z W Lu LIU z W Lu 0) SEE SHEET No. 2 M AIN ST. Z W X Lu ca ENVIRONMENTAL REVIEW FOR COUNTY PORTION PERFORMED BY CAPITAL PROJECTS DI VI SI DATE: M s I � Cl n /COUNTY 1vrrl:Attirs - V 1 s 1 RIVERSIDE COUNTY TRANSPORTATION ,p RUSSELL WILLIAMS - ENVIRONMENTAL ' DATE 7/2-1/ 1 777LE SHEET 2 LAWRENCE AI - RAFFIC ENGINEER DATE 7 PAUL RUSSELL - HIGHWAY OPERATIONS DA 66TH KHALID NASIM - ENG DIVISION MANAGER DATE JUAN PEREZ - DIRECTOR HUG - CONSTRUCTION I NSPECITI 0 DATE PATRICIA ROMO DEP UTY DIRECTOR DATE DATE SHEET INDEX SHEET NO. DESCRIPTION 1 777LE SHEET 2 TYPICAL STREET SECTIONS 3 STREET IMPROVEMENT PLAN MAIN ST 4 STREET IMPROVEMENT PLAN MI AVE. 5 STREET IMPROVEMENT PLAN MICHIGAN AVE 6 STREET IMPROVEMENT PLAN MICHIGAN AVE. 7 SIGNING & STRIPING PLAN - MAIN ST. 8 SIGNING & STRIPING PLAN - MIC11GAN AVE 9 TRAFFIC SIGNAL PLAN LEGEND COUNTY CITY OF CONSTRUCTION NOTES & QUANTITIES OF GRAND BEG BEGIN RIVERSIDE TERRACE BCR BEGIN CURB RETURN INDICATES NEW AC PAVEMENT O] CONSTRUCT 0.39' HMAC OVER 0.90' CLASS 2 AGGREGATE BASE. BVC BEGIN VERTICAL CURVE OVEREXCAVATE AND RECOMPACT 2' OF UNSUITABLE SUBGRADE (31445 SF CITY) 480 TONS 883 TONS CF CURB FACE =" WHERE EXISTING AC IS NOT PRESENT. (17058 SF COUNTY) 247 CY 455 CY C/L CENTER LINE - _- INDICATES PCC SURFACING Q- 8" PCC (520 -C -2500) CURB &GUTTER PER COUNTY OF DWY DRIVEWAY 3 RIVERSIDE STD. No. 201 (MODIFIED GUTTER WIDTH PER PLAN) IMPORT CLEANFILL AND PLACE AS SHOWN. GRADE AT 2% FROM TOP OF CURB 741 LF 344 LF ECR END CURB RETURN INDICATES AREA OF REMOVAL IN RIGHT OF WAY. 2.1 MAX TO EXIS7NG GROUND FROM 2' BEHIND R/W EP EDGE OF PAVEMENT CONSTRUCT CURB RAMP CASE A PER PER COUNTY OF RIVERSIDE STD. No. 403 160 SF 320 SF EVC END VERTICAL CURVE 8, INDICATES AGGREGATE BASE �� \ CONSTRUCT 4" PCC (520 -C -2500) SIDEWALK PER COUNTY OF RIVERSIDE EX EXISTING ., ;t STD. No. 401 1910 SF 4075 SF FG FINISHED GRADE 6o- COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "A" ON SHEET No. 1- 82 SY 1032 SY FL FLOW LINE t`�7 OVERLAY PREPARED EXISTING AC PAVEMENT (0.12' MIN.) OR VARIABLE OVERLAY FS FINISHED SURFACE Q8 - WHERE NOTED ON PLAN PER DETAIL "A" ON SHEET No. 1 SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER 736 SF 260 TONS 170 LF GB GRADE BREAK �9 REMOVE EXIST SIGN & POST & SALVAGE TO GTY /COUNTY YARD. 4 EA 5 EA MH MANHOLE f0 REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS MOC MIDDLE OF CURVE IF APPLICABLE) BY EDISON FORCES 3 EA MVC MIDDLE OF VER71CAL CURVE 11 RELOCATE EXIS71NG WATER METER AND METER BOX BEHIND PROPOSED CURB PCC PORTLAND CONCRETE CEMENT BY LOCAL WATER AUTHORITY 2 EA PRC POINT OF REVERSING CURVE �_�_�� ADJUST ALL EXISTING WATER VALVES TO PROPOSED FINISH SURFACE 4 EA 5 EA Pt POINT OF INTERSECTION Q CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE P/L PROPERTY LINE STD. No. 300 AND 311 2 EA 1 EA PP POWER POLE 14 CONSTRUCT CONCRETE DRIVEWAY. RE -GRADE FOR SMOOTH TRANSITION AT PROP. PROPOSED TOP & BOTTOM. POUR 4" PCC 520 -C -2500 OVER COMPACTED NATIVE. R/W RIGHT OF WRY JOIN & MATCH EXISTING DRIVEWAY WIDTH 8 SURFACE FLUSH 655 SF SIC SAWCUT LINE �- PROTECT EXISTING IN PLACE REMOVE AND DISPOSE OF EXISTING TREE AND /OR SHRUB AND ROOT SYSTEM i EA 6 EA TB TOP OF BERM 1©-- RELOCATE EXISTING MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND TO TOP OF CURB PROPOSED CURB. 4 EA 1®- SAWCUT, REMOVE & DISPOSE OF EXISTING AC /AB PAVEMENT (ROADWAY EXC.) 221 CY 305 CY REMOVE AND DISPOSE OF EXISTING CONCRETE 1115 SF 540 SF CONSTRUCT CURB RAMP PER COUNTY F E U 0 RIVERSIDE STD. No 403 CASE B 150 SF 21 �-- ADJUST EXISTING MANHOLE TO PROPOSED FINISH SURFACE PER APWA STD. 206 -2 CONSTRUCT RESIDENTIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. No. 207 750 SF 3 EA Q-- REMOVE AND DISPOSE EXITING AC CURB 54 LF ®-- REMOVE EXISTING 30" RCP /GMP 35 LF FURNISH AND INSTALL 30" RUBBER GASKETED RCP STORM DRAIN PIPE (2000 -D) 51 LF JOIN AND MATCH EX. CURB GUTER AND OR FINISHED FA / S ED SUFI CE FLUSH 40 LF 22 LF CONSTRUCT 9" PCC (520 -C -3000) PAVEMENT OVER 6" AGGREGATE BASE PER OMN17RANS FIGURE 5 -16 420 SF �- CONSTRUCT 6" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF RIVERSIDE STD. No. 200 MODIFIED GUTTER WIDTH PER PAN 350 LF FURNISH AND INSTALL 12 RCP (2000 -D) STORM DRAIN PIPE ENTIRE TRENCH TO BE � BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB - GRADE. FURNISH AND INSTALL 18" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE 170 LF BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB GRADE 39 LF E 31 FURNISH AND INSTALL 24" RCP (2000 -D) STORM DRAIN PIPE 64 LF REMOVE EXIST BULKHEAD & JOIN EXIST 24" RCP STUB 1 EA Q-- CONSTRUCT CONCRETE PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD. No. M803 (NO COLLAR REQUIRED IS STORM DRAIN NOT PHASED) 1 EA CONSTRUCT MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD No. MH251- 1 EA 35 FURNISH AND INSTALL CURB OUTLET PER COUNTY OF RIVERSIDE STD No. JOB 33 LF �, ADJUST STORM DRAIN MANHOLE TO GRADE PER APWA STD. 206 -2 1 EA 3- CONSTRUCT 8" TO 6" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 - 40 LF 3®- CONSTRUCT 8 AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 CONSTRUCT 8 TO O TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD. No. 66LF 212 - 40 LF 4I- REMOVE EXISTING STANDPIPE. PLUG ANY EXISTING PIPES. CITY SIGNING AND STRIPING CONSTRUCTION NOTES &QUANTITIES GRAM OF COU NTY OF F PER PLAN (2' MIN. OR TERRACE RIVERSIDE AS DIRECTED) Ol -- PAINT 4" DOUBLE YELLOW STRIPED TWO -WAY LEFT -TURN LANE 1' MIN. PER CA MUTCD FIG. 3A -108 DETAIL 32 745 LF 200 LF GRIND EXIST. PAVEMENT Q­ PAINT 4" DOUBLE YELLOW STRIPE PER CA MUTCD FIG. 3A -104 DETAIL 22_ 1545 LF 256 LF L 0.12' MN & OVERLAY Q_ PAINT 8" SOLID WHITE CHANNELI ZI NG LINE PER CA MUTCD 3J 0.12 MIN FIG. 3A -112 DETAIL 38 400 LF 345 LF -- 4o- APPLY THERMOPLASTIC TYPE IV ARROW PER CA MUTCD FIG. 38 -2lb- 4 EA 2 EA - - -_ �- -PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 2713 - 90 LF 509 LF ° ° g6 - APPLY SOLID 12" YELLOW THERMOPLASTIC CROSSWALK / LIMIT LINE PER - ` o -' 0 U ) - - - ° _ CA MUTCD SECTION 38.17 _ 295 LF 250 LF ° ° O7- -APPLY SOLID 12" THERMOPLASTIC LIMIT LINE WHITE PER CA MUTCD SECTION 3B.16 12 LF A NEW PAVEMENL EXISTING PAVEMENTA - a8 - SANDBLAST AND REMOVE EXISTING STRIPING 1900 LF 290 LF SECTION SECTION V >- PROTECT IN PLACE DETAIL 'A" INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 6 EA 11 EA 6 7 MATCH UP PAVEMENT 11 APPLY THERMOPLASTIC WORD AND SYMBOL PAVEMENT MARKINGS NOT TO SCALE FOR BICYCLE LANES PRE CA MUTCD FIG. 9C -6 4 EA lJ PROPOSED SIGN PER 1P# 080119 6 EA 5 EA FESS/p REMOVE EXISTING POST AND /OR SIGN AND SALVAGE TO CITY /COUNTY YARD - 3 EA 0 T'0 1® -PAINT BIKE LANE INTERSECTION LINE PER CA MUTCD FIG. 3A -112 r DETAIL 39A 14 LF j w m Expo. 5 3554 6 -30 -1J s rq, F INDEX MAP 01v1� SCALE I = 60 OfCAL� RIVERSIDE COUNTY ® EPIC ENGINEERS TITLE SHEET F. CW PUNNM STONAWATER WMAOEMENT 101 E. REDLANDS BOULEVARD �+ SWE APPROVED BY: F REDLANDS, CA 92573 FAX 808 - 792 - MAI STREET 7 - fie- I, AND PROJ AEL 0. MUETING DATE ,1 7/12/2011 MICHIIN AVENUE ICH SIG A RIVERSIDE COUNTY TR SPORTATI ON ERiCK D. POTTER, R. C. E 53554 DATE TRAFFIC S IGNAL DESIGNED BY I DRAWN BY I CHECKED BY + w RCG I RCG I EDP SHEET 1OFg 1?C+INITYMAP SECTION 8, TOWNSHIP 2 SOUTH RANGE 4 WEST NOT TO SCALE CITY OF DRANO TERRACE RECORD ER�W CIL E XIST. 2:1 EXIST. R/W MAIN STREET TYPICAL STREET SECTION STA 34 +67.55 TO STA 35 +38.17 NOT TO SCALE Tl= 8.5 R= 23 RECORD CITY / COGNTY LINE COUNTY OF RIVERSIDE MAX 2 f -,= 2:7 MAX - O.G. EXIST. EXIST. R/W EXIST. R/W 2 2' *2% �I 2 2:1 MAX O.G. _ \.d EXIST. GROUND EXIST. R/W 1 O.G. 1 2�1M:A X 0 . G. EXIST. R/W EXIST. R/W 6' 1 2 , 2Z F VARIES FROM 2.1% TO 2.7% MAIN STREET TYPICAL STREET SECTION STA 35 +38.17 TO STA 35+68.17 NOT TO SCALE TI= 8.5 R= 23 RECORD CITY OF GRAND TERRACE CA COUNTY OF RIVERSIDE CITY /COUNTY LINE SAWCUT &07 LINE VARIES FROM 0.9% TO 3.7% CITY OF GRAND TERRACE VARIES FROM 0.5% TO 1.3% PROP, R/W 6' I 2:1 MAX O.G. ___� __ EXIST. GROUND u y y 0 C U a m L m L C y RECORD CA COUNTY DF RIVERS09 EXIST. CITY /COUNTY LINE R/W 30' 18' 12' z ' 6' �- SAWCUT VARIES FROM 2 f O.G. LINE 1.0% TO 2.0% �� 2:1 MAX GUTTER & MAIN STREET SIDEWALK TYPICAL STREET SECTION STA 36 +87.63 TO STA 38 +02.81 NOT TO SCALE 71= 8.5 R= 23 MICHIGAN AVENUE TYPICAL STREET SECTION STA 14 +50.00 TO STA 16 +50.00 NOT TO SCALE T1= R= CffY OF GRAND TERRACE RECORD CIL VARIES 20' to 32 SAWCUT LINE VARIES FROM i.3% TO 2.2% TO 12' Y VARIES FROM (1.6X TO 4.4% EX, 8" CURB GUTTER COUNTY OF RIVERSIDE RECORD CIL COUNTY OF RIVERSIDE RECORD CIL VARIES FROM 1.6% VARIES FROM SAWCUT LINE �. EXIST. R/W No. 69554 r \ P. 6 -30-79 CIVIV ' REVISIONS I It REVI BY I DESCRIPTION APPR DATE 1 1_ .r..!- NJ .,r RIVERSIDE COUNTY ® EPIC ENGINEERS x+ PLAM irmnNCa PLAPRiOiCi VARIES FROM ioi E. REDLANDS BOULEVARD SUITE 146 (0.9% TO 3.4%) EX. CURB MICHIGAN AVENUE E GUTTER TYPICAL STREET SECTION s STA 10 +74.80 TO STA 14 +50.00 ERICK D. POTTER, R.C.E 53554 NOT TO SCALE Ti= R= COUNTY OF RIVERSIDE RECORD CIL COUNTY OF RIVERSIDE RECORD CIL VARIES FROM 1.6% VARIES FROM SAWCUT LINE �. EXIST. R/W No. 69554 r \ P. 6 -30-79 CIVIV ' REVISIONS I It REVI BY I DESCRIPTION APPR DATE 1 1_ .r..!- NJ .,r RIVERSIDE COUNTY ® EPIC ENGINEERS x+ PLAM irmnNCa PLAPRiOiCi I.AN ANAGE Wt 8TOR MWAlEX �WVtT ioi E. REDLANDS BOULEVARD SUITE 146 TELE 908 - 782 - 590 REDLANDS, CA 92875 FAX 909 - 792 - ONO s 711212011 ERICK D. POTTER, R.C.E 53554 DATE .2.% I` 1_5 1 EXIST. R 4' 11.5' TYPICAL SECTIONS MAIN STREET AND MICHIGAN AVENUE TRAFFIC SIGNAL SHEET 2oF 9 EXIST. R/W MKOFTILZMy AyclYVC TYPICAL STREET SECTION STA 8 +96.87 TO STA 9 +33.37 NOT TO SCALE T1= R= &GUTTER MIGHIUM AVENUE TYPICAL STREET SECTION STA 6 +00.00 TO STA 8 +88.07 NOT TO SCALE T1= R= u „1 �„ ”, ,.. EX R/W 20' GUTTER 20' GU, STD. No. 401 _ PER MB 6/44 TRANSITION TRANSI O6 —COLD PLANE GRIND EXISIING AC PAVEMENT (0.12' MIN.) PER DETAIL "A" ON SHEET No. I _ _ 7�- OVERLAY PREPARED EXISTING AC PAVEMENT (0.12' MIN) OR VARIABLE OVERLAY WHERE NOTED ON PLAN PER DETAIL "A" ON SHEET No. 1 EX„ CURB &,GUTTER SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER PROTECT IN PLACE lee REMOVE EXIST SIGN & POST & SALVAGE TO CITY /COUNTY YARD. q 10 REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS -. ` `........ IF APPLICABLE) BY EDISON FORCES 3 s CONSTRUCT CONCRETE PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD. No. M803 (NO COLLAR REQUIRED IS STORM DRAIN NOT PHASED) CONSTRUCT MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD No. MH251 FURNISH AND INSTALL CURB OUTLET PER COUNTY OF RIVERSIDE STD No. 308 ADJUST STORM DRAIN MANHOLE TO GRADE PER APWA STD. 206 -2 CONSTRUCT 8" TO 6" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 w 1 w 1 M w m w i M w w 1 °° 4 11 RELOCATE EXISTING WATER METER AND METER BOX BEHIND PROPOSED CURB - EX. GAS LINE v 9 6' BY LOCAL WATER AUTHORITY w 31.32' 19.90' C3 i©— ADJUST ALL EXISTING WATER VALVES TO PROPOSED FINISH SURFACE 35.00' 54.78' 6 Q CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE EX SEWER LINE 90 ° 16'22" 35.00' 7 STD. No. 300 AND 311 6 s C5 43 °03'50" e 14 CONSTRUCT CONCRETE DRIVEWAY. RE -GRADE FOR SMOOTH TRANSITION AT 1 9.86' C6 43 °56'42" TOP & BOTTOM. POUR 4" PCC 520 -C -2500 OVER COMPACTED NATIVE. 19.17' 1 10.09` JOIN & MATCH EXISTING DRIVEWAY WIDTH & SURFACE FLUSH w n PROTECT EXISTING IN PLACE X. WATER LINE _ REMOVE AND DISPOSE OF EXISTING TREE AND /OR SHRUB AND ROOT SYSTEM ±2 w l� 1©-- RELOCATE EXISTING MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND 2 6 - w PROPOSED CURB. _ __ __ SAWCUT, REMOVE &DISPOSE OF EXISTING AC /AB PAVEMENT (ROADWAY EXC.) - 30 S_° __ ____ -- - -- 19 REMOVE AND DISPOSE OF EXISTING CONCRETE -PROP. 30" STORM DRAIN -* �-- CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE SID. No 403 CASE B PER IP# ---------- - M 4 a 21 ADJUST EXISTING MANHOLE TO PROPOSED FINISH SURFACE PER APWA SID. 206 -2 EX CURB & GUTTER o �— CONSTRUCT RESIDENTIAL DRIVEWAY PER COUNTY OF RIVERSIDE SID. No. 207 PROTECT IN PLACE �- REMOVE AND DI SPOSE EXITING AC CURB - - - - � .. .... ..., ..... Ll REMOVE EXISTING 30 RCP /CMP C3 Q -- FURNISH AND INSTALL 30" RUBBER GASKEED RCP STORM DRAIN PIPE (2000 -D) �— JOIN AND MATCH EX CURB, GUTER, AND /OR FINISHED SURFACE FLUSH EX R/W 4 Q— CONSTRUCT 9" PCC (520 -C -3000) PAVEMENT OVER 6" AGGREGATE BASE PER � � ,,,�. OMNI TRANS FIGURE 5 -16 CONSTRUCT 6" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF EX. R/W w w RIVERSIDE STD. No. 200 (MODIFIED GUTTER WIDTH PER PLAN) �- FURNISH AND INSTALL 12" RCP (2000 -D) STORM DRAIN PIPE ENTIRE TRENCH TO BE > w Cd �, BACKFILLED WI A 2 -SACK CEMENT SLURRY TO SUB - GRADE. J� FURNISH AND INSTALL 18" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE ¢ g a a i M m BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB - GRADE. w w ° W w �m w 9 +33.37 31 FURNISH AND INSTALL 24" RCP (2000 -D) STORM DRAIN PIPE ��� �v ^ 03° BCR ®29 L 3®-- REMOVE EXIST BULKHEAD & J01N EXIST 24" RCP STUB 3©-- 3�-- 3©-- CONSTRUCT CONCRETE PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD. No. M803 (NO COLLAR REQUIRED IS STORM DRAIN NOT PHASED) CONSTRUCT MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD No. MH251 FURNISH AND INSTALL CURB OUTLET PER COUNTY OF RIVERSIDE STD No. 308 ADJUST STORM DRAIN MANHOLE TO GRADE PER APWA STD. 206 -2 CONSTRUCT 8" TO 6" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 w 1 w 1 M w m w i M w w 1 °° 4 I v 9 6' 20.00' s 8 7a � I A � & 17FL C4 -EXISTING CMU WALL „ - 19.95 TREE 1 TO BE REMOVED �, 36 +94.34 LINE � FS EX EX. T END REMOVAL W 12.921NV 20.53 WALL END STA. 36 +87 :.6CR P POLE 1 m � FS 6.74 -1 N N [ ® 20 T � 38 a 1 Michigan g € 'n 36 +98.9 Ave. ��; 12.19 IN V n ^ 3 i ,a f� o: m W A7 CONSTRUCT 8 AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 3 - � — ,_���� CONSTRUCT 8” TO 0" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD, No. 212 BACKFILLED WITH A ENTIRE ]BENCH TO BE 6" 3" 6 SEE SHEET 5 4 I-- REMOVE EXISTING STANDPIPE. PLUG ANY EXIS77NG PIPES. 2 -SACK CEMENT SLURRY REVISIONS REVI BY I DESCRIPTION JAPPR DATE u a r ill TO SUB-GRADE a M A I N S T R SAND BEDDING SECTION 'A - "A" NOT TO SCA CITY OF GRAND TERRACE CURVE DATA I FVE= WORKS DEPARTMENT CURVE DEL TA RADIUS ARC TANGENT C1 90 0 20'35" 35.00' 55.19' 35.21' C2 89 0 42'48" 20.00' 31.32' 19.90' C3 89 0 40'15" 35.00' 54.78' 34.80' C4 90 ° 16'22" 35.00' 55.14' 35.17' C5 43 °03'50" 1 25.00' 18.79' 1 9.86' C6 43 °56'42" 1 25.00' 19.17' 1 10.09` LEGEND INDICATES NEW AC PAVEMENT INDICATES PCC SURFACING INDICATES AREA OF REMOVAL APPR xL \0 009V 01 4/4 5 RIVERSIDE COUNTY m MICHAEL 0. MUETING PROJECT MANAGER RIVERSIDE COUNTY TRA TI ON No. 89654 Exp. 6 -30 -13 C/VL�' , 7 © EPIC ENGINEERS OrALENGWOMM urmawRVEYM PIANNM STOWWATER 6WNAM MENf 101 E. REDLANDS BOULEVARD F SURE 146 TELE 909 - 792 - 5969 REDLANDS, CA 92879 FAX FOR-792-8889 DANE 711212011 ICK D. POTTER. P.C.E 53554 DATE s _e —W EX. R/W m U z k i , GRAPHIC SCALE 1 " =20' INEL- 0 20 40 60 STREET IMPROVEMENT PLAN SHEET MAIN STREET FROM STATION 34 +65.41 TO STATION 39 +03.01 d►T3 ,mmr � ,_ 3oF 9 2 ' 2445T8 23.78FL E Cr tY rJ� w 00 NZO w n qa i , GRAPHIC SCALE 1 " =20' INEL- 0 20 40 60 STREET IMPROVEMENT PLAN SHEET MAIN STREET FROM STATION 34 +65.41 TO STATION 39 +03.01 d►T3 ,mmr � ,_ 3oF 9 r Y i 0 n 4 y 71 CONSTRUCTION NOTES CONSTRUCT 039' HMAC OVER 0.90' CLASS 2 AGGREGATE BASE. OVEREXCAVATE AID RECOMPACT 2' OF UNSUITABLE SUBGRADE WHERE EXISTING AC IS NOT PRESENT. O2 — CONSTRUCT 8" PCC (520 -C -2500) CURB 8 GUTTER PER COUNTY OF RIVERSIDE SID. No. 201 (MODIFIED GUTTER WIDTH PER PLAN) i — IMPORT CLEANFILL AND PLACE AS SHOWN. GRADE AT 2% FROM TOP OF CURB ^ IN RIGHT OF WAY. 2:1 MAX TO EXISTING GROUND FROM 2' BEHIND R/W l� CONSTRUCT CURB RAMP CASE A PER PER COUNTY OF RIVERSIDE STD. No. 403 a5 -- CONSTRUCT 4 PCC (520 -C -2500) SIDEWALK PER COUNTY OF RIVERSIDE STD. No. 401 O6 — COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "A" ON SHEET No. 1 OVERLAY PREPARED EXISTING AC PAVEMENT (0.12 MIN.) OR VARIABLE OVERLAY WHERE NOTED ON PLAN PER DETAIL "A" ON SHEET No. 1 8o- - SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER � REMOVE EXIST SIGN & POST & SALVAGE TO CITY /COUNTY YARD. i0 REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS IF APPLICABLE) BY EDISON FORCES T1 RELOCATE EXISTING WATER METER AND METER BOX BEHIND PROPOSED CURB BY LOCAL WATER AUTHORITY 12 ADJUST ALL EXISTING WATER VALVES TO PROPOSED FINISH SURFACE �— CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE SID. No. 300 AND 311 CONSTRUCT CONCRETE DRIVEWAY. RE -GRADE FOR SMOOTH TRANSITION AT TOP & BOTTOM. POUR 4" PCC 520 -C -2500 OVER COMPACTED NATIVE JOIN & MATCH EXIS7ING DRIVEWAY M07H & SURFACE FLUSH �— PROTECT EXISTING IN PLACE 1®— REMOVE AND DISPOSE OF EXISTING TREE AND /OR SHRUB AND ROOT SYSTEM 1— RELOCATE EXISTING MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND PROPOSED CURB. `J— SAWCUT, REMOVE & DISPOSE OF EXISTING AC /AB PAVEMENT (ROADWAY EXC.) �— REMOVE AND DISPOSE OF EXISTING CONCRETE CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE SID. No 403 CASE 6 21 ADJUST EXISTING MANHOLE TO PROPOSED FINISH SURFACE PER APWA SID. 206 -2 CONSTRUCT RESIDENTIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. No. 207 Q REMOVE AND DISPOSE EXITING AC CURB REMOVE EXISTING 30" RCP /CMP © FURNISH AND INSTALL 30" RUBBER GASKETED RCP STORM DRAIN PIPE (2000 -0) — JOIN AND MATCH EX. CURB, CUTER, AND /OR FINISHED SURFACE FLUSH CONSTRUCT 9" PCC ( 520 -C -3000) PAVEMENT OVER 6" AGGREGATE BASE PER OMNl TRANS FIGURE 5 -16 2®— CONSTRUCT 6" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF RIVERSIDE STD. No. 200 (MODIFIED GUTTER WIDTH PER PLAN) FURNISH AND INSTALL 12" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB - GRADE. 3�— FURNISH AND INSTALL 18" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB - GRADE. 31 � FURNISH AND INSTALL 24" RCP (2000 -D) STORM DRAIN PIPE REMOVE EXIST BULKHEAD & JOIN EXIST 24" RCP STUB 3 CONSTRUCT CONCRETE PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL SID. No. M803 (NO COLLAR REQUIRED IS STORM DRAIN NOT PHASED) CONSTRUCT MANHOLE No. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD No. MH251 3©-- FURNISH AND INSTALL CURB OUTLET PER COUNTY OF RIVERSIDE SID No. 308 3®— ADJUST STORM DRAIN MANHOLE TO GRADE PER APWA STD. 206 -2 Q CONSTRUCT 8" TO 6" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE SID. No. 212 CONSTRUCT 8" AC DIKE PER COUY OF RIDE SID. No. 212 3� CONSTRUCT 8" 0 0" TRANSITION AC DIKE I PER S COUNTY OF RIVERSIDE STD. No. 212 REMOVE EXISTING STANDPIPE. PLUG ANY EXISTING PIPES. 1 REVISIONS mm • • l a Q� 0 L I INDICATES NEW AC PAVEMENT INDICATES PCC SURFACING INDICATES AREA OF REMOVAL 12" W 5 N00 0 33'07 "E 8 LA. LUUL Ut YAVLMLNI CITY OF GRAND TERRACE I RIVERSIDE COUNTY PLJOUC WORKS DEPARTMENT APPROVED BY: d*c \ -O CITY ENGI N DATE: ® EPIC ENGINEERS Cift ENSINEE1M0 LAND SURVEYING 1 PLANNING STORMWATER MANAGEMENT 101 E. REDLANDS BDULEVARD SURE 148 TELE 908 - 792 -5989 REDLANDS,CA92978 FAX 909 - 792 -SON / " 711212011 )ERT D. POTTER, R.C.E 53554 DATE 39 Michigan Ave. 0 Cl to .I." 0 Q W t W l Z� J W U� Q GRA PHIC ! MICHIGAN AVENUE FROM STATION 6 +00.00 TO STATION 8 +50.00 g?5 3 O T SHEET 4 «9 n y 0 y 0 5 y u n u i 0 REVISIONS BY DESCRIPTION APPR DATE LEGEND D INDICATES NEW AC PAVEMENT INDICATES PCC SURFACING INDICATES AREA OF REMOVAL CURVE DATA SEE 8HEET 8 CURVE CONSTRUCTION NOTES RADIUS ARC CONS7RRUCT 0.39' HMAC OVER 0.90' CLASS 2 AGGREGATE BASE. Cl 90 ° 20'35" OVEREXCAVATE AND RECOMPACT 2' OF UNSUITABLE SUBGRADE 55.19' 35.21' WHERE EXISTING AC IS NOT PRESENT. 89 0 42'48" o- CONSTRUCT 8" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF 19.90' C3 RIVERSIDE STD. No. 201 (MODIFIED GUTTER WIDTH PER PLAN 35.00' O IMPORT CLEANFILL AND PLACE AS SHOWN. GRADE AT 2% FROM TOP OF CURB C4 90 ° 16'22" IN RIGHT OF WAY. 2:1 MAX TO EXISTING GROUND FROM 2' BEHIND R/W 55.14' 4a— CONSTRUCT CURB RAMP CASE A PER PER COUNTY OF RIVERSIDE STD. No. 403 90 0 00'00" 2.50' CONSTRUCT 4" PCC (520 -C -2500) SIDEWALK PER COUNTY OF RIVERSIDE 2.50' 711212011 STD. No. 401 lz o- COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "A" ON SHEET No. 1 O OVERLAY PREPARED EXISTING AC PAVEMENT (0.12 MIN.) OR VARIABLE OVERLAY D WHERE NOTED ON PLAN PER DETAIL "A" ON SHEET No. 1 " O8 — SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER Q o- REMOVE EXIST SIGN & POST & SALVAGE TO CITY /COUNTY YARD. l� REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS to IF APPLICABLE) BY EDISON FORCES + ]] RELOCATE EXISTING WATER METER AND METER BOX BEHIND PROPOSED CURB BY LOCAL WATER AUTHORITY " ADJUST ALL EXISTING WATER VALVES TO PROPOSED FINISH SURFACE 1— CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE STD. No. 300 AND 311 Q 14 CONSTRUCT CONCRETE DRIVEWAY. RE -GRADE FOR SMOOTH TRANS177ON AT (� TOP & BOTTOM. POUR 4" PCC 520 -C -2500 OVER COMPACTED NATIVE. JOIN & MATCH EXISTING DRIVEWAY WD7H & SURFACE FLUSH CIO PROTECT EXISTING IN PLACE W 1®— REMOVE AND DISPOSE OF EXiS71NG TREE AND /OR SHRUB AND ROOT SYSTEM Lu 1— RELOCATE EXISTING MAILBOX TO POS7MASTER APPROVED LOCATION BEHIND PROPOSD CURB. SAWCUTEREMOVE & DISPOSE OF EXISTING AC /AB PAVEMENT (ROADWAY EXC.) W 1�3 REMOVE AND DISPOSE OF EXISTING CONCRETE 7 Z �— CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. No 403 CASE B 21 I SH Q 20706 2 J W WAY PER COUNTY CONSTRUCT RESIDENTIALLDRI OUN OF SID. No. Lu o-- REMOVE AND DISPOSE EXITING AC CURB �— REMOVE EXISTING 30" RCP /CMP = 25 — FURNISH AND INSTALL 30" RUBBER GASKETED RCP STORM DRAIN PIPE (2000 -D) U 26 — JOIN AND MATCH EX. CURB, GUTER, AND /OR FINISHED SURFACE FLUSH ©-- CONSTRUCT 9" PCC (520 -C -3000) PAVEMENT OVER 6" AGGREGATE BASE PER OMN17RANS FIGURE 5 -16 @I— CONSTRUCT 6" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF Q RIVERSIDE SID. No. 200 (MODIFIED GUTTER WIDTH PER PLAN) FURNISH AND INSTALL 12" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB - GRADE. 3®— FURNISH AND INSTALL 18" RCP (2000 -D) STORM DRAIN PIPE. ENTIRE TRENCH TO BE BACKFILLED WITH A 2 -SACK CEMENT SLURRY TO SUB- GRADE. 31 FURNISH AND INSTALL 24" RCP (2000 -D) STORM DRAIN PIPE REMOVE EXIST BULKHEAD & JOIN EXIST 24 RCP STUB �— CONSTRUCT CONCRETE PIPE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL STD. No. M803 (NO COLLAR REQUIRED IS STORM DRAIN NOT PHASED) CONSTRUCT MANHOLE No. i PER RIVERSIDE COUNTY FLOOD CONTROL SID No. MH251 3© FURNISH AND INSTALL CURB OUTLET PER COUNTY OF RIVERSIDE SID No. 308 ADJUST STORM DRAIN MANHOLE TO GRADE PER APWA STD. 206 -2 3 CONSTRUCT 8" TO 6" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE SID. No. 212 3®— 3®-- CONSTRUCT 8 AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 CONSTRUCT 8" TO 0" TRANSITION AC DIKE PER COUNTY OF RIVERSIDE STD. No. 212 REMOVE EXISTING STANDPIPE. PLUG ANY EXISTING PIPES. REVISIONS BY DESCRIPTION APPR DATE LEGEND D INDICATES NEW AC PAVEMENT INDICATES PCC SURFACING INDICATES AREA OF REMOVAL CURVE DATA SEE 8HEET 8 CURVE DELTA RADIUS ARC TANGENT Cl 90 ° 20'35" 35.00' 55.19' 35.21' C2 89 0 42'48" 20.00' 31.32' 19.90' C3 89 ° 40'15" 35.00' 54.78' 34.80' C4 90 ° 16'22" 35.00' 55.14' 35.17' C5 90 0 00'00" 2.50' 3.93' 2.50' CITY OF GRAND TERRACE PUBLIC WORKS DEPARTMENT APPROVEDST". 244 4 \ 0 'maw CITY ENGINIV f D ATE: RIVERSIDE COUNTY BY: MICHAEL 0. MUET G PROJECT MANAGER RIVERSIDE COUNTY TR TATI ON 0 0 to + co V- Q Z CO W Lu Lu co t W J Lu CO GRAPHIC SCALE 1 " =20' 0 20 40 60 STREET IMPROVEMENT PLAN SHEET MICHIGAN AVENUE FROM STATION 8 +50.00 TO STATION 13 +50.00 153 -T' 5�9 ® EPIC ENGINEERS CIMENG INIM11ING PLANNING LAND SURVEYING STOFMWA761 MANAGEMENT 101 E. REDLANDS BOULEVARD SUITE 146 F TELE 908 - 792 -5869 REDLANDS, CA 92379 FAX 908 - 792 - 9869 f —� Q DATE � 7� 711212011 ICK D. POTTER. P.C.E 53554 DATE 0 0 to + co V- Q Z CO W Lu Lu co t W J Lu CO GRAPHIC SCALE 1 " =20' 0 20 40 60 STREET IMPROVEMENT PLAN SHEET MICHIGAN AVENUE FROM STATION 8 +50.00 TO STATION 13 +50.00 153 -T' 5�9 CONTRACTOR 15 TO FIELD VERIFY EXISTING ELEVATIONS PRIOR TO CONSTRUC I . . ........ CI 554 _ , �: =30 V0 MICHIGAN AVENUE E 0 20 40 60 V1 REVISIONS BY DESCRIPTION O� APPRI DATE I LE F INDICATES NEW AC PAVEMENT INDICATES PCC SURFACING INDICATES AREA OF REMOVAL INSTAi AS REQUIRED TO TOP OF BERM AND CURB EXIS177NG SURFACE-\ SECTION OBI- NOT TO SCALE RIVERSIDE COUNTY STREET IMPROVEMENT PLAN SHEET OMENGWIS91NIG LAND SURVEYING PLAN STORMWATER MANAGEMENT 101 E. REDLANDS BOULEVARD SURE 146 REDLANDS, CA 92573 TELE 908 -792 - 5968 FAX ON - 792 - SM 711212011 PICK D. POTTER, R. C. E 53554 DATE 6oF 9 FROM 5 TA TION 13 +50.00 TO S TA FION 16 +77.85 ft 3 awar SIGNING AND STRIPING CONSTRUCTION NOTES O PAINT 4" DOUBLE YELLOW STRIPED TWO -WAY LEFT -TURN LANE PER CA MUTCD FIG. 3A -108 DETAIL 32 PAINT 4" DOUBLE YELLOW STRIPE PER CA MUTCD FIG. 3A -104 DETAIL 22 Q_PAINT 8" SOLID WHITE CHANNELI ZI NG LINE PER CA MUTCD FIG, 3A -112 DETAIL 38 4� —APPLY THERMOPLAS77C TYPE IV ARROW PER CA MUTCD FIG. 38 -21b @— PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 278 6o- APPLY SOLID 12" YELLOW THERMOPLASTIC CROSSWALK / LIMIT LINE PER CA MUTCD SECTION 38.17 o- -APPLY SOLID 12" THERMOPLASTIC LIMIT LINE WHITE PER CA MUTCD SECTION 38.16 Q8 — SANDBLAST AND REMOVE EXISTING STRIPING Q9 -- PROTECT IN PLACE @ INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 11 APPLY THERMOPLASTIC WORD AND SYMBOL PAVEMENT MARKINGS FOR BICYCLE LANES PRE CA MUTCD FIG. 9C -6 1®— PROPOSED SIGN PER /P# 080119 @—I-- REMOVE EXISTING POST AND /OR SIGN AND SALVAGE TO CITY /COUNTY YARD 1® —PAINT BIKE LANE INTERSECTION LINE PER CA MUTCD FIG. 3A -112 DETAIL 39A MAIN STREET s n _12 • EXIST. CURB, GUTTER, AND SIDEWALK EXIST R/W--� EXISTING STRIPING 45 46 r MICHIGAN AVENUE SEE SHEET 8 MAIN T R E E T NOTE: SIGN CODES PER CA MUTCD 2006. F ES D NOTE: G� D PD� SANDBLAST AND REMOVE ALL CONFLICTING EXISTING STRIPING FROM STATION 29 +00.00 w TO STATION 44 +36.00 pl No. 63554 z :P. a -so -is C,v�� at` REVISIONS mmT DESCRIPTIO CITY OF GRAND TERRACE APPROVED BY; kw� r CITY ENGINE DATE: RIVE R S IDE COUNTY o EPIC ENGINEERS pwp4plp SfOPoAWA7ER MAlNGMQNI' 101 E. REDLANDS SUM 146 BOULEVARD TELE 909- 79'2 .5M APPROVED BY: [ REDLANDS, CA 92373 FAX 909 - 792 - 9899 Ad MICHAEL 0. MUETING DATE 711212011 PROJECT MANAGER — EPICK 0. POTTER, R.C.E 53554 DATE RIVERSIDE COUNTY TRANSPORTATION GRAPHIC SCALE 1 " =40' • 40 80 120 SIGNING & STRIPING PLAN MAIN STREET FROM Sta 27 +50.00 TO Sta 45 +00.00 FwYZI kgLwjpj SHEET 7Q 9 SIGNING AND STRIPING CONSTRUCTION NOTES O PAINT 4" DOUBLE YELLOW STRIPED TWO -WAY LEFT -TURN LANE PER CA MUTCD FIG. 3A -108 DETAIL 32 O2 — PAINT 4" DOUBLE YELLOW STRIPE PER CA MUTCD FIG. 3A -104 DETAIL 22 l�J PAINT B" SOLID WHITE CHANNELIZING LINE PER CA MUTCD FIG. 3A -112 DETAIL 38 �4 —APPLY THERMOPLASTIC TYPE IV ARROW PER CA MUTCD FIG. 3B -21b O5 PAINT 4" SOLID WHITE STRIPE PER CA MUTCD FIG. 3A -106 DETAIL 278 6o- APPLY SOLID 12" YELLOW THERMOPLASTIC CROSSWALK / LIMIT LINE PER CA MUTCD SECTION 38.17 —APPLY SOLID 12" THERMOPLASTIC LIMIT LINE WHITE PER CA MUTCD SECTION 38.16 o- SANDBLAST AND REMOVE EXISTING STRIPING Q9 -- PROTECT IN PLACE ll INSTALL SIGNS AS SHOWN ON THE PLAN PER CA MUTCD FIG. 2A -1 11 APPLY THERMOPLASTIC WORD AND SYMBOL PAVEMENT MARKINGS FOR BICYCLE LANES PRE CA MUTCD FIG. 9C -6 � PROPOSED SIGN PER IP# 080119 @-- EXISTING POST AND /OR SIGN AND SALVAGE TO CITY /COUNTY YARD PAINT BIKE LANE INTERSECTION LINE PER CA MUTCD FIG. 3A -112 DETAIL 39A Q �w� R H � � p 0 ca W MAIN STREET 10 10 1 SEE SHEET 7 C 1D ca ca M 00 1 Lo 00 N EXIST. R/W ( �o PROPOSED CURB, ( ° o "' GUTTER, AND 0 lqc EXIST, CURB AND SIDEWALK a GUTTER EXIST R/W _ ®�_ EXIST. STRIPING v 2 -- - - - - - - - - — - -- - - — - - - 50 LEFT TURN 6 lOD LEFT TURN P r. 5 r. — — 7 9 — — EXIST, CURB AND z EXIST R/W IXI7TER PROPOSED R1W _, PROPOSED CURB, ® AND S ID k z _ _ 16+32A C L MAIN S T= 10+00 , , C/L MICHIGAN AVE. 1 5 1 1 M °o � � 00 � a � � i CIS + 36-t 35A7 C L MAIN STR = F , + o + �v N + . + i0+ O.OD C L MICHIGAN AVE., � j ao EXIST. R/W 10 1 10 10 10 0 3 2 v O MI AVENUE 1� COUNTYOFRivemDE CITY OF GRAND TERRACE \ co 4. EXIST R/W PROPOSED CURB, GUTTER, Anrn cin�7wei v N d- co 5 1 Z o a W Z e o I CL 2 W Z 0 1 i 1 a Z� t m "S NOTE: SIGN CODES PER CA MUTCD 2006. NOTE: SANDBLAST AND REMOVE ALL CONFLICTING EXISTING STRIPING FROM STATION 5 +60.00 TO STATION 17 +90.00 MICHIGAN AVENUE r� r W p No. 53564 Exp. 6 -30 -13 , , k CT V1 L/ ' REVISIONS I REV1 BY I DESCRIPTION APPR I DATE CITY OF GRAND TERRACE PUBLIC WORKS DEPARTMENT N RIVERSIDE CO APPROVED BY: MICHAEL 0. MUETING DATE PROJECT MANAGER RIVERSIDE COUNTY TRANSP TATION o EPIC ENGINEERS PI.IiNMN6 S URVEYING SfORMWAiHiMMLKiET1ENT 101 E. REDLANDS BOULEVARD SU(TE 146 REDLANDS,CA92673 TELE 908 -792 -5969 FAX 909 - 792 -SM 771272011 ERICK D. POTTER, R.C.E 53554 DATE GRAPHIC SCALE i"=40' SIGNING & STRIPING PLAN MICHIGAN AVENUE FROM Sta 4 +00.00 TO Sta 17 +90.00 SHEET �* t t - It POLE SCHEDULE STANDARD LUMINAIRE "F" DIST 0 IISNS LEGEND SIGNAL MOUNTING PPB LOCATION No. TYPE HEIGHT SIG MA LUM MA VEHICLE PED PHASE QUADRANT A B " 19 -4 -100 30' 30' 15' 20OW HPSV 12' Michigan 2 -MAS SV -1 -T SP -1 -T 04 E " 6' B 1 -A 10' - - - - - - TV -1 -T SP -1 -T 06 S • 6' Q 26 -4 -100 30' 45' 15' 20OW HPSV 15' Main 2 -MAS SV -1 -T SP -1 -T 06 S * 4' 1 -A 10' - - - - - - TV -2 -T SP -1 -T 08 W • 4' @ 30' 35 15' 20OW HPSV 14' Michigan 2 -MAS SV -1 -T SP -1 -T 08 W * 7' 1 -A 10' - - - - - - TV -1 -T SP -1 -T 02 N • 7' 19 -4 -100 30' 30' 15' 20OW HPSV 12' Main 2 -MAS SV -1 -T SP -1 -T 02 N 6' QH 1 -A 10' - - - - - - TV -2 -T SP -1 -T 04 E * 6' • FURNISH & INSTALL IISNS STRAIGHT MAST ARM PER STD No. 1200 * TO BE DETERMINED IN THE FIELD BY THE ENGINEER 4I6U J J 0 C "'l 0 r ►1 vl LLJ J 9 L X .-e - -� - ui Cr PHASE DIAGRAM Q �I (� /� w _ 4 z X 88 rr a �BCR X Q — — b ca w 1 8 1 0 `! 3 6' Li e 01 02 03 04 ~ J 5L t 4 z F o— - —0 U STANDARD POLE PLACEMENT DETAIL v NTS 05 O 07 08 ® 4I6L) I 2 � 10 1 nn / I7L 7 O 3 MAIN S T -- -- 5 ,' I 4 4 5 o E X R/W �� --r— — — — — — — ' .� 4 ..... ... .......... _ . ....... .. ..... . 24 2I3L 0 n n PROP C &G,S /W EXIST R/W — —® N_ X w SIGNAL NUMBER SG 1561 SERVICE ADDRESS 22113 MAIN STREET i i N I T NI N � r �8J6 X W — X R /W - ' — CITY OF GRAND TERRACE PUBLIC WORKS DEPARTMENT APPROVED BY: f Vto CITY ENGINES DATE RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY AND FUNCTIONAL GPS TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD PLAN ES- 3C.FURNISH AND INSTALL BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY STANDARD. ❑ 2 FURNISH AND INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC, SEE STD PLAN No. 1202. SEE CALTRANS STD PLAN ES -2F FOR INSTALLATION. 3 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT & PULL BOX WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION OF CONDUIT TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 224 -4694 PRIOR TO EXCAVATION. ❑ 4 FURNISH AND INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS), 4 -3 #16 POWER CABLES (VIDEO) a FURNISH AND INSTALL 2 "C, 3 #10 (SERVICE, GFCI). ❑ 6 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM PER DETAIL PROVIDED IN SPECIAL PROVISIONS. ❑ 7 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER DETAIL PROVIDED IN SPECIAL PROVISIONS. ❑8 FURNISH AND INSTALL EVP DETECTOR HEAD PER STD No. 1202. ❑ 9 FURNISH AND INSTALL SIGN R3 -4 ON MAST ARM PER CALTRANS STD PLAN ES -7N, DETAIL "U". ❑ 10 REMOVE EXISTING STREET LIGHT BY SCE AFTER TRAFFIC SIGNAL IS ENERGIZED. EX R SCE SERVICE POINT EXIST PULL BOX EX EP PROJECT B9 -0953 No. ARCHIVE No. N w h 4T1 M ee F / d U N M — N Z O N p� a M CON DUCTOR SCHEDULE Lei d "A " "A " "AIY, FAI "" =,❑mm®®■®■ all " ■■■��■■■■ ® B11 ".. TOTAL 12 CABLES - " ` AN 'C N_ X w SIGNAL NUMBER SG 1561 SERVICE ADDRESS 22113 MAIN STREET i i N I T NI N � r �8J6 X W — X R /W - ' — CITY OF GRAND TERRACE PUBLIC WORKS DEPARTMENT APPROVED BY: f Vto CITY ENGINES DATE RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY AND FUNCTIONAL GPS TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD PLAN ES- 3C.FURNISH AND INSTALL BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY STANDARD. ❑ 2 FURNISH AND INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC, SEE STD PLAN No. 1202. SEE CALTRANS STD PLAN ES -2F FOR INSTALLATION. 3 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT & PULL BOX WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION OF CONDUIT TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 224 -4694 PRIOR TO EXCAVATION. ❑ 4 FURNISH AND INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS), 4 -3 #16 POWER CABLES (VIDEO) a FURNISH AND INSTALL 2 "C, 3 #10 (SERVICE, GFCI). ❑ 6 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM PER DETAIL PROVIDED IN SPECIAL PROVISIONS. ❑ 7 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER DETAIL PROVIDED IN SPECIAL PROVISIONS. ❑8 FURNISH AND INSTALL EVP DETECTOR HEAD PER STD No. 1202. ❑ 9 FURNISH AND INSTALL SIGN R3 -4 ON MAST ARM PER CALTRANS STD PLAN ES -7N, DETAIL "U". ❑ 10 REMOVE EXISTING STREET LIGHT BY SCE AFTER TRAFFIC SIGNAL IS ENERGIZED. EX R SCE SERVICE POINT EXIST PULL BOX EX EP PROJECT B9 -0953 No. ARCHIVE No. N w h 4T1 M ee F / d U N M — N Z O N p� a M