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IN COUNT CUP NO. 03728 WMA OF RIVERSIDE, CALIFORNIA IP 160026 EA 42812 GENERAL NOTES PROJECT SITE DRIVING PRIVILEGE NOTICE: SCOPE OF SITE DRIVING PRIVILEGE AS APPLICABLE TO ALL PERSONS ONSITE REGARDLESS OF EMPLOYMENT, STATURE, VISITING OR DELIVERING STATUS. DRIVING ON THE PROJECT SITE IS A PRIVILEGE AND AS SUCH MUST BE MAINTAINED IN GOOD STATUS. PERSONS ONSITE REPORTED BY ANY MEMBER OF THE MANAGEMENT TEAM OR GOVERNMENT AGENCY SHOWING DISREGARD FOR OTHERS AND/OR OUT OF COMPLIANCE WITH THE SITE DRIVING RULES MAY HAVE THEIR DRIVING PRIVILEGE REVOKED, NOT ALLOWING THAT INDIVIDUAL TO DRIVE ON SITE FOR THE DURATION OF THE PROJECT. GOVERNMENT AGENCIES MAY ALSO PERFORM RANDOM UNANNOUNCED SPEED CHECKS. SOME OF THE BEHAVIORS THAT WILL JUSTIFY REVOCATION OF DRIVING PRIVILEGES ARE LISTED BELOW: • DRIVING RECKLESS ON SITE OR ON THE SITE ACCESS ROADWAY • PASSING OR OVERTAKING OTHER VEHICLES EN ROUTE ON SITE ON THE ACCESS ROAD • NOT OBEYING POSTED SPEED LIMITS ONSITE OR ON THE ACCESS ROAD • GENERATION OF EXCESS FUGITIVE DUST • SPEEDING PAST WORKERS ON SITE • CAUSING AN ACCIDENT OR NEAR MISS WHILE DRIVING ON SITE A • CAUSING DAMAGE TO EQUIPMENT OR PROPERTY 2 • BYPASSING OR RUNNING SECURITY GATES • HARASSMENT OR, MORTALLY WOUNDING WILDLIFE E • TICKETED BY A GOVERNMENT AGENCY (MAY BE A PERSONAL FINE UP TO $1,000.00) SAFETY ON SITE IS TOE RESPONSIBILITY OF ALL AND MUST BE CONSIDERED THE HIGHEST VALUE. SAFETY RALES FOR PERSONNEL WORKING ON THE PROJECT SITE 1. ALL PERSONS ON SITE HAVE THE RIGHT AND RESPONSIBILITY TO CORRECT UNSAFE CONDITIONS BEFORE CONTINUING WORK. REPORT ANY UNSAFE CONDITION OR UNSAFE AT TO YOUR SUPERVISOR. 2. HARD HAT (Z-8711), SAFETY GLASSES (ANSI Z-87.1) STEEL TOE BOOTS (ASTM 2413-05) AND HIGH VISIBILITY VEST WITH REFLECTIVE STRIPE ARE MANDATORY AND MUST BE WORN AT ALL TIMES WHILE ON SITE, WITH THE FOLLOWING EXCEPTIONS: 3E a. OFFICE ENVIRONMENTS. b. WHILE ENTERING AND LEAVING THE PROJECT SITE FOR YOUR WORK SHIFT. DN 3. APPROPRIATE WORK CLOTHING CONSISTING OF LONG PANTS AND SHIRT WITH AT LEAST 4" SLEEVES SHALL BE WORN BY ALL PERSONS ENGAGED IN WORK ON THE PROJECT. 4. OTHER PERSONAL PROTECTIVE EQUIPMENT MUST BE WORN WHEN THE JOBTASK OR CONDITIONS REQUIRE. EXAMPLES INCLUDE HEARING PROTECTION, GLOVES, RESPIRATORY PROTECTION AND PERSONAL FALL; PROTECTION EQUIPMENT. 5. ALL SAFETY, FALL PROTECTION, LIFTING/RIGGING EQUIPMENT AND POWER TOOLS MUST BE INSPECTED REGULARLY BY A COMPETENT PERSON. DEFECTIVE EQUIPMENT SHALL NOT BE USED AND SHALL BE REPLACED IMMEDIATELY. 6. FOLLOW POSTED SPEED LIMITS. 7. DO NOT TALK Old TEXT ON A PHONE WHILE OPERATING EQUIPMENT OR MACHINERY. 8. SEAT BELTS MUST BE WORN AT ALL TIMES WHEN TRAVELING IN VEHICLES AND ON EQUIPMENT. 9. BE SURE TO UTILIZE A SPOTTER WHEN NECESSARY, ANYTIME A TRAILER IS BEING BACKED, WHILE E BACKING LARGTRUCKS, IN TIGHT CONDITIONS, IF THERE IS A BLEND SPOT, ANYTIME YOU ARE NOT 100% POSITIVE IT IS OMPLETELY SAFE TO BACK UP OR MOVE ANY EQUIPMENT OR VEHICLE IN CONGESTED IIT. AREAS OR ARO ND. OBSTACLES USE A SPOTTER. ES VG 10. RIDING IN THE BACK OF PICKUP TRUCKS FOR TRANSPORTATION PURPOSES IS EXPRESSLY PROHIBITED. 11. SMOKING SHALL BE IN DESIGNATED AREAS ONLY. CIGARETTE BUTTS MUST BE PLACED IN AN )ID APPROPRIATE CONTAINER AND NOT ON SITE. 12. POSSESSION AND/OR USE OF ILLEGAL DRUGS, DRUG PARAPHERNALIA, ALCOHOL, EXPLOSIVES AND FIREARMS (NC4 UDING AMMUNITION) ARE EXPRESSLY PROHIBITED. :g 13. ALL EMPLOYEES MUST BE PROPERLY TRAINED AND CERTIFIED BEFORE OPERATING MACHINERY OR DS EQUIPMENT INCLUDING ATV (MULES, GATORS). 14. ALL ACCIDENTS, INJURIES AND NEAR MISSES MUST BE REPORTED TO THE SITE SAFETY REPRESENTATIVE 'IN OR SUPERVISOR ONSITE. D 15, ALL PERSONNRL ONSITE MUST ATTEND WEEKLY SITE SAFETY MEETINGS AND COMPLETE A THOROUGH JSA BEFORE THE START OF ANY WORK. 16. ALL PERSONNEL MUST KNOW THE CORRECT EMERGENCY PROCEDURE TO BE FOLLOWED IN THE EVENT OF AN ACCIDENT OR EMERGENCY. 17. ALL PERSONNEL MUST FAMILIARIZE THEMSELVES WITH THE LOCATION OF FIRE EXTINGUISHERS IN THE SURROUNDING (WORK AREAS. 18. HORSEPLAY, FIGHTING OR CARLESS ACTS WILL NOT BE TOLERATED ON THE PROJECT SITE. BEHAVIOR THAT COULD BE PERCEIVED AS THREATENING OR INDICATING THE POSSIBILITY OF VIOLENCE IS PROHIBITED AND MAY BE CAUSE FOR REMOVAL FROM SITE. 19. BE SURE TO FOLLOW ALL APPLICABLE SITE PROCEDURES; LO/TO, PERMIT TO WORK, PERMIT TO DIG, GREEN TAG POLICIES, BARRICADES POLICIES, ETC. ALL EMPLOYEES, VENDORS AND SUBCONTRACTORS WORKING OR LOCATED ON THE PROJECT ARE BOUND BY THESE SITE SAFETY E, ULES AS A CONDITION OF BEING ONSITE. I, A III! ! � ■ ! ® k (! L (, • :0►Ll ►F1 WIT77.71: ► I T1.3 •.` 71 IT, E The Ho O, ENGINEERING' SURVEY11 ROB SRT K.H LT Z '� N0. 27943. 201 E. HOBSONWAY BLYTHE, CA 92225 Exp. 3-31-18 O PHONE: (760)922-4658 O FAX : (760)922-4660 0)�9T.. C1 VIS_ NF' F O R. DATE Ac PREPARED BY. A, COUNTY t Group, Inc. `CONSTRUCTION MANAGEMENT` PLANNING )IN IMPERIAL AVE. 70-225 HIGHWAY:I II SUITED CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE: ( 760 328-5280 ONE (760) 337-3883 ) K : (7so) 337s997 FAx _ (7ea) 326s281 VICINITY MAP '11LA97H AVENUE N.T.S. PROJECT E T PROJE1 � SITE\\S'''���IyyyT,���E 397.43 T TBM #1 m 394:18 PRIAWrAWW COL TYOFRIVERSIDE 6C JIM ANJNRmAL As4PoRr -=' Aau>Avc cavil IN --- BENCHMARK TABLE BM No. DESCRIPTIONS BM 1 FLY - NGS MONUMENT (2007.00 EPOCH ADJUSTMENT) � TRI FD 12"X12" CONCRETE POST WITH 3" BRASS DISCo , ���ot ft"i STAMPED AS SHOWN HEREON, UP 0.3' PER 9 FLY S NGS PUBLISHED DATA SHEET 3 N 2169103.60 E 7032610.54 w � 1�< CONVERGENCE ANGLE: +00 o 1948 1 51'00. "' 4 ys�y COORDINATE SYSTEM: ZONE VI, NAD 83 S'rl N01 BM 2 E 1363 - NGS MONUMENT (2010.00 EPOCH ADJUSTMENT) FD. STAINLESS STEEL ROD W/O SLEEVE STAMPED E 1363 - 1981 NGS PUBLISHED DATA SHEET N 7,026,659.65' E 2,168,833.61' CONVERGENCE ANGLE: +00°50'21.4" COORDINATE SYSTEM. ZONE VI, NAD 83 TBM 1 CHISELED X ON THE SOUTH SIDE OF THE CONCRETE FOOTING FOR THE SOUTHEAST FENCE CORNER POLE. TBM 2 CHISELED BOX ON THE SOUTHWEST CORNER OF EXISTING CONCRETE PAD LOCATED WESTERLY OF PROPOSED PROJECT IMPROVEMENTS. 4s11W61r1 391.36 397.61 NOTE: ALL BENCHMARKS ESTABLISHED FOR THE PROJECT SHALL BE VERIFIED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ABBREVIATIONS SHEET NO. SHEET INDEX GENERAL NOTES TITLE SHEET BLS -22 SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -02. CONSTRUCTION NOTES AND LEGEND GRADING NOTES (2007 CBC) PER DEPARTMENT OF BUILDING AND SAFETY - COUNTY OF RIVERSIDE AGG. AGGREGATE SHEET INDEX GENERAL APPROX. APPROXIMATE BLS -04. BUTCH AVENUE EXISTING/DEMOLITION SITE PLAN -!-OF 50 SHT A.C. ASPHALT CONCRETE FROM STATION 1+OON TO STATION 6+70N 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY B.C. BEGINNING OF CURVE RADIUS FROM STATION 22+25N TO STATION 30+OON TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHI BLDG. BUILDING SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -06. PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY C.H. CHORD PLAN FROM STATION 13+80E TO STATION 27+OOE COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR T C.B. CATCH BASIN RIVERSIDE AVENUE EXISTING/ DEMOLITION SITE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. PLAN FROM STATION 27+OOE TO END OF BLS -27 BUTCH AVENUE PAVEMENT DATA CHART 2° THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COS 4 CENTERLINE BLS -08. SECONDARY ACCESS ROAD OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT DIA. DIAMETER EXISTING/DEMOLITION SITE PLAN FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION D/W DRIVEWAY BCS -30. BUTCH AVENUE CROSS SECTIONS SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. A DELTA RIVERSIDE AVENUE CROSS SECTIONS a. PHONE: (951) 955-6790 FOR PERMIT CASES (CUP, PUP, PP OR VOLUNTARY CASES.), CABAZON AND AREA WEST EG EXISTING GRADE FROM STATION 22+25N TO END OF PROJECT b° PHONE: (951) 955.6885 FOR PARCEL AND TRACT MAPS. EP EDGE OF PAVEMENT BUTCH AVENUE IMPROVEMENT PLAN FROM BLS -34. SECONDARY ACCESS ROAD CROSS SECTIONS ER EDGE OF ROAD BLS -35 SECONDARY ACCESS ROAD CROSS SECTIONS C. PHONE: (760) 863-8267 FOR PERMIT CASES EAST OF CABAZON. EL. ELEVATION SECONDARY ACCESS ROAD CROSS SECTIONS 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. EC. END OF CURVE RADIUS BLS -12. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT F.F. FINISH FLOOR ELEVATION STATION 1+OOE TO STATION 5+OOE BLS -38, IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT t OR FL FLOWLINE RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -39. AMENDMENTS. F.S. FINISH SURFACE CONTROL PLAN 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE GE GUTTER EDGE STATION 9+40E TO STATION 13+80E MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVI L. LENGTH RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -41 DETAIL SHEET TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING STATION 13+80E TO STATION 18+20E BLS -42 DETAIL SHEET BLS -16. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORI LIP. LIP OF CURB IN DRIVEWAYS BLS -44. TECHNICAL SPECIFICATIONS RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. M.H. MANHOLE BUTCH AVENUE AND RIVERSIDE AVENUE SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR TH MAX. MAXIMUM BLS -18. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. MIN. MINIMUM STATION 27+OOE TO STATION 31+40E 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NO MISC. MISCELLANEOUS C-EC1. EROSION CONTROL PLAN - ON-SITE LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. N.T.S. NOT TO SCALE EROSION CONTROL PLAN - BUTCH AVE & 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY O.C. ON CENTER STATION 35+80E TO END OF PROJECT STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. OHE OVERHEAD ELECTRICAL LINE SECONDARY ACCESS ROAD IMPROVEMENT PLAN 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF P.E. PAD ELEVATION C-EC4 EROSION CONTROL PLAN DETAILS TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE % PERCENT RIGHT-OF-WAY. P.LG. POINT OF INTERSECTING GRADES 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, P.I.T. POINT OF INTERSECTING TANGENTS REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PAS P.V:C. POLY VINYL CHLORIDE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE P.C.C. PORTLAND CONCRETE CEMENT COUNTY. P.P. POWER POLE a. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SEI R. RADIUS PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. R.C.P. REINFORCED CONCRETE 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND M ROW RIGHT-OF-WAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION S SLOPE REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. SW SIDEWALK 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHAL- T. TANGENT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD TB TOP OF BERM RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD T.C. TOP OF CURB OR TOP OF CONCRETE SPECIFICATIONS. TMH TOP OF MANHOLE 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD T.P. TOP OF PAVEMENT IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AN[ MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVER; COUNTY TRANSPORTATION DEPARTMENT. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PE OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOL CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONIT( PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID LU NUMBER. 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED rV THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDF f UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE R UNDER THE JURISDICTION OF THE DEVELOPER. 15. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JL THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE: AS DIREC BY THE TRANSPORTATION DEPARTMENT. 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT ON THE PLAN. z 17. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRI Z oPRIOR TO CONSTRUCTION. h 2 a /? ro� a LU y APPRO ED BYTY OF LYTHE O ul ARMANDO 00 PUBLIC WORKS DIRECTOR v W d 70102 9-30x6 W DA R.C.E. No. REG. EXP. 'U LU LU 6) 0 z W a ty DI RT NOTE: LL o WORK CONTAINED WITHIN THESE PLANS z -1 SHALL NOT COMMENCE UNTIL AN p DIAL ENCROACHMENT PERMIT AND/OR A p.. vS TWO WORKING GRADING PERMIT HAS BEEN ISSUED. U 00 w BEFORE :: DAYS BEFORE 10-- YOU DIG YOU DIG The pnvate engineer signing these plans Is responsible for assuring the accuracy a w O 7 (L a. TOLL FREE $ and acceptabtlRy of the design hereon. In the event of discrepancies ansing after 0 A PUBLIC SERVICE BY county approval or during construtthon,the private engineer shall beresponsible for MARK BY DATE cQUNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. REVISIONS ENGINEER WMA OF RIVERSIDE, CALIFORNIA IP 160026 EA 42812 GENERAL NOTES PROJECT SITE DRIVING PRIVILEGE NOTICE: SCOPE OF SITE DRIVING PRIVILEGE AS APPLICABLE TO ALL PERSONS ONSITE REGARDLESS OF EMPLOYMENT, STATURE, VISITING OR DELIVERING STATUS. DRIVING ON THE PROJECT SITE IS A PRIVILEGE AND AS SUCH MUST BE MAINTAINED IN GOOD STATUS. PERSONS ONSITE REPORTED BY ANY MEMBER OF THE MANAGEMENT TEAM OR GOVERNMENT AGENCY SHOWING DISREGARD FOR OTHERS AND/OR OUT OF COMPLIANCE WITH THE SITE DRIVING RULES MAY HAVE THEIR DRIVING PRIVILEGE REVOKED, NOT ALLOWING THAT INDIVIDUAL TO DRIVE ON SITE FOR THE DURATION OF THE PROJECT. GOVERNMENT AGENCIES MAY ALSO PERFORM RANDOM UNANNOUNCED SPEED CHECKS. SOME OF THE BEHAVIORS THAT WILL JUSTIFY REVOCATION OF DRIVING PRIVILEGES ARE LISTED BELOW: • DRIVING RECKLESS ON SITE OR ON THE SITE ACCESS ROADWAY • PASSING OR OVERTAKING OTHER VEHICLES EN ROUTE ON SITE ON THE ACCESS ROAD • NOT OBEYING POSTED SPEED LIMITS ONSITE OR ON THE ACCESS ROAD • GENERATION OF EXCESS FUGITIVE DUST • SPEEDING PAST WORKERS ON SITE • CAUSING AN ACCIDENT OR NEAR MISS WHILE DRIVING ON SITE A • CAUSING DAMAGE TO EQUIPMENT OR PROPERTY 2 • BYPASSING OR RUNNING SECURITY GATES • HARASSMENT OR, MORTALLY WOUNDING WILDLIFE E • TICKETED BY A GOVERNMENT AGENCY (MAY BE A PERSONAL FINE UP TO $1,000.00) SAFETY ON SITE IS TOE RESPONSIBILITY OF ALL AND MUST BE CONSIDERED THE HIGHEST VALUE. SAFETY RALES FOR PERSONNEL WORKING ON THE PROJECT SITE 1. ALL PERSONS ON SITE HAVE THE RIGHT AND RESPONSIBILITY TO CORRECT UNSAFE CONDITIONS BEFORE CONTINUING WORK. REPORT ANY UNSAFE CONDITION OR UNSAFE AT TO YOUR SUPERVISOR. 2. HARD HAT (Z-8711), SAFETY GLASSES (ANSI Z-87.1) STEEL TOE BOOTS (ASTM 2413-05) AND HIGH VISIBILITY VEST WITH REFLECTIVE STRIPE ARE MANDATORY AND MUST BE WORN AT ALL TIMES WHILE ON SITE, WITH THE FOLLOWING EXCEPTIONS: 3E a. OFFICE ENVIRONMENTS. b. WHILE ENTERING AND LEAVING THE PROJECT SITE FOR YOUR WORK SHIFT. DN 3. APPROPRIATE WORK CLOTHING CONSISTING OF LONG PANTS AND SHIRT WITH AT LEAST 4" SLEEVES SHALL BE WORN BY ALL PERSONS ENGAGED IN WORK ON THE PROJECT. 4. OTHER PERSONAL PROTECTIVE EQUIPMENT MUST BE WORN WHEN THE JOBTASK OR CONDITIONS REQUIRE. EXAMPLES INCLUDE HEARING PROTECTION, GLOVES, RESPIRATORY PROTECTION AND PERSONAL FALL; PROTECTION EQUIPMENT. 5. ALL SAFETY, FALL PROTECTION, LIFTING/RIGGING EQUIPMENT AND POWER TOOLS MUST BE INSPECTED REGULARLY BY A COMPETENT PERSON. DEFECTIVE EQUIPMENT SHALL NOT BE USED AND SHALL BE REPLACED IMMEDIATELY. 6. FOLLOW POSTED SPEED LIMITS. 7. DO NOT TALK Old TEXT ON A PHONE WHILE OPERATING EQUIPMENT OR MACHINERY. 8. SEAT BELTS MUST BE WORN AT ALL TIMES WHEN TRAVELING IN VEHICLES AND ON EQUIPMENT. 9. BE SURE TO UTILIZE A SPOTTER WHEN NECESSARY, ANYTIME A TRAILER IS BEING BACKED, WHILE E BACKING LARGTRUCKS, IN TIGHT CONDITIONS, IF THERE IS A BLEND SPOT, ANYTIME YOU ARE NOT 100% POSITIVE IT IS OMPLETELY SAFE TO BACK UP OR MOVE ANY EQUIPMENT OR VEHICLE IN CONGESTED IIT. AREAS OR ARO ND. OBSTACLES USE A SPOTTER. ES VG 10. RIDING IN THE BACK OF PICKUP TRUCKS FOR TRANSPORTATION PURPOSES IS EXPRESSLY PROHIBITED. 11. SMOKING SHALL BE IN DESIGNATED AREAS ONLY. CIGARETTE BUTTS MUST BE PLACED IN AN )ID APPROPRIATE CONTAINER AND NOT ON SITE. 12. POSSESSION AND/OR USE OF ILLEGAL DRUGS, DRUG PARAPHERNALIA, ALCOHOL, EXPLOSIVES AND FIREARMS (NC4 UDING AMMUNITION) ARE EXPRESSLY PROHIBITED. :g 13. ALL EMPLOYEES MUST BE PROPERLY TRAINED AND CERTIFIED BEFORE OPERATING MACHINERY OR DS EQUIPMENT INCLUDING ATV (MULES, GATORS). 14. ALL ACCIDENTS, INJURIES AND NEAR MISSES MUST BE REPORTED TO THE SITE SAFETY REPRESENTATIVE 'IN OR SUPERVISOR ONSITE. D 15, ALL PERSONNRL ONSITE MUST ATTEND WEEKLY SITE SAFETY MEETINGS AND COMPLETE A THOROUGH JSA BEFORE THE START OF ANY WORK. 16. ALL PERSONNEL MUST KNOW THE CORRECT EMERGENCY PROCEDURE TO BE FOLLOWED IN THE EVENT OF AN ACCIDENT OR EMERGENCY. 17. ALL PERSONNEL MUST FAMILIARIZE THEMSELVES WITH THE LOCATION OF FIRE EXTINGUISHERS IN THE SURROUNDING (WORK AREAS. 18. HORSEPLAY, FIGHTING OR CARLESS ACTS WILL NOT BE TOLERATED ON THE PROJECT SITE. BEHAVIOR THAT COULD BE PERCEIVED AS THREATENING OR INDICATING THE POSSIBILITY OF VIOLENCE IS PROHIBITED AND MAY BE CAUSE FOR REMOVAL FROM SITE. 19. BE SURE TO FOLLOW ALL APPLICABLE SITE PROCEDURES; LO/TO, PERMIT TO WORK, PERMIT TO DIG, GREEN TAG POLICIES, BARRICADES POLICIES, ETC. ALL EMPLOYEES, VENDORS AND SUBCONTRACTORS WORKING OR LOCATED ON THE PROJECT ARE BOUND BY THESE SITE SAFETY E, ULES AS A CONDITION OF BEING ONSITE. I, A III! ! � ■ ! ® k (! L (, • :0►Ll ►F1 WIT77.71: ► I T1.3 •.` 71 IT, E The Ho O, ENGINEERING' SURVEY11 ROB SRT K.H LT Z '� N0. 27943. 201 E. HOBSONWAY BLYTHE, CA 92225 Exp. 3-31-18 O PHONE: (760)922-4658 O FAX : (760)922-4660 0)�9T.. C1 VIS_ NF' F O R. DATE Ac PREPARED BY. A, COUNTY t Group, Inc. `CONSTRUCTION MANAGEMENT` PLANNING )IN IMPERIAL AVE. 70-225 HIGHWAY:I II SUITED CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE: ( 760 328-5280 ONE (760) 337-3883 ) K : (7so) 337s997 FAx _ (7ea) 326s281 VICINITY MAP '11LA97H AVENUE N.T.S. PROJECT E T PROJE1 � SITE\\S'''���IyyyT,���E 397.43 T TBM #1 m 394:18 PRIAWrAWW COL TYOFRIVERSIDE 6C JIM ANJNRmAL As4PoRr -=' Aau>Avc cavil IN --- BENCHMARK TABLE BM No. DESCRIPTIONS BM 1 FLY - NGS MONUMENT (2007.00 EPOCH ADJUSTMENT) � TRI FD 12"X12" CONCRETE POST WITH 3" BRASS DISCo , ���ot ft"i STAMPED AS SHOWN HEREON, UP 0.3' PER 9 FLY S NGS PUBLISHED DATA SHEET 3 N 2169103.60 E 7032610.54 w � 1�< CONVERGENCE ANGLE: +00 o 1948 1 51'00. "' 4 ys�y COORDINATE SYSTEM: ZONE VI, NAD 83 S'rl N01 BM 2 E 1363 - NGS MONUMENT (2010.00 EPOCH ADJUSTMENT) FD. STAINLESS STEEL ROD W/O SLEEVE STAMPED E 1363 - 1981 NGS PUBLISHED DATA SHEET N 7,026,659.65' E 2,168,833.61' CONVERGENCE ANGLE: +00°50'21.4" COORDINATE SYSTEM. ZONE VI, NAD 83 TBM 1 CHISELED X ON THE SOUTH SIDE OF THE CONCRETE FOOTING FOR THE SOUTHEAST FENCE CORNER POLE. TBM 2 CHISELED BOX ON THE SOUTHWEST CORNER OF EXISTING CONCRETE PAD LOCATED WESTERLY OF PROPOSED PROJECT IMPROVEMENTS. 4s11W61r1 391.36 397.61 NOTE: ALL BENCHMARKS ESTABLISHED FOR THE PROJECT SHALL BE VERIFIED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SEE EL= 391.57' R.C.E. NO. 2/94: DATE 08/10/16 SCALE: H: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. SHEET INDEX BLS -01. TITLE SHEET BLS -22 SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -02. CONSTRUCTION NOTES AND LEGEND CUP 03728 EA 42812 FROM STATION 7+25N TO STATION 14+50N BLS -03. SHEET INDEX BLS -23. SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -04. BUTCH AVENUE EXISTING/DEMOLITION SITE PLAN -!-OF 50 SHT FROM STATION 14+50N TO STATION 22+25N FOR: FROM STATION 1+OON TO STATION 6+70N BLS -24. SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -05. RIVERSIDE AVENUE EXISTING/ DEMOLITION SITE FROM STATION 22+25N TO STATION 30+OON V: PLAN FROM STATION 1+OOE TO STATION 13+80E BLS -25. SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -06. RIVERSIDE AVENUE EXISTING/ DEMOLITION SITE FROM STATION 30+OON TO STATION 37+50N PLAN FROM STATION 13+80E TO STATION 27+OOE BLS -26. SECONDARY ACCESS ROAD IMPROVEMENT PLAN BLS -07. RIVERSIDE AVENUE EXISTING/ DEMOLITION SITE FROM STATION 37+50N TO END OF PROJECT PLAN FROM STATION 27+OOE TO END OF BLS -27 BUTCH AVENUE PAVEMENT DATA CHART PROJECT BLS -28 RIVERSIDE AVENUE PAVEMENT DATA CHART BLS -08. SECONDARY ACCESS ROAD BLS -29, SECOND ACCESS SECONDARY CC SS ROAD TYPICAL CROSS EXISTING/DEMOLITION SITE PLAN SECTION FROM STATION 1+15.94N TO STATION 22+25N BCS -30. BUTCH AVENUE CROSS SECTIONS BLS -09. SECONDARY ACCESS ROAD BLS -31 RIVERSIDE AVENUE CROSS SECTIONS EXISTING/DEMOLITION SITE PLAN BLS -32 RIVERSIDE AVENUE CROSS SECTIONS FROM STATION 22+25N TO END OF PROJECT BLS -33 RIVERSIDE AVENUE CROSS SECTIONS BLS -10. BUTCH AVENUE IMPROVEMENT PLAN FROM BLS -34. SECONDARY ACCESS ROAD CROSS SECTIONS STATION 1+OON TO STATION 3+60N BLS -35 SECONDARY ACCESS ROAD CROSS SECTIONS BLS -11. BUTCH AVENUE IMPROVEMENT PLAN FROM BLS -36 SECONDARY ACCESS ROAD CROSS SECTIONS STATION 3+60N TO STATION 6+70N BLS -37 BUTCH AVENUE AND RIVERSIDE AVENUE BLS -12. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM HORIZONTAL CONTROL PLAN STATION 1+OOE TO STATION 5+OOE BLS -38, RIVERSIDE AVENUE HORIZONTAL CONTROL PLAN BLS -13. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -39. SECONDARY ACCESS ROAD HORIZONTAL STATION 5+OOE TO STATION 9+40E CONTROL PLAN BLS -14. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -40. SECONDARY ACCESS ROAD HORIZONTAL STATION 9+40E TO STATION 13+80E CONTROL PLAN BLS -15. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -41 DETAIL SHEET STATION 13+80E TO STATION 18+20E BLS -42 DETAIL SHEET BLS -16. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -43. TRAFFIC CONTROL PLAN STATION 18+20E TO STATION 22+60E BLS -44. TECHNICAL SPECIFICATIONS BLS -17. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -45. BUTCH AVENUE AND RIVERSIDE AVENUE STATION 22+60E TO STATION 27+OOE SIGNAGE AND STRIPING PLAN BLS -18. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM BLS -46. RIVERSIDE AVENUE AND SECONDARY ACCESS STATION 27+OOE TO STATION 31+40E ROAD SIGNAGE AND STRIPING PLAN BLS -19. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM C-EC1. EROSION CONTROL PLAN - ON-SITE STATION 31+40E TO STATION 35+80E C-EC2 EROSION CONTROL PLAN - BUTCH AVE & BLS -20. RIVERSIDE AVENUE IMPROVEMENT PLAN FROM RIVERSIDE AVE STATION 35+80E TO END OF PROJECT C-EC3. EROSION CONTROL PLAN SECONDARY ACCESS BLS -21. SECONDARY ACCESS ROAD IMPROVEMENT PLAN ROAD FROM BEGINNING OF PROJECT TO STATION C-EC4 EROSION CONTROL PLAN DETAILS 7+25N SEE EL= 391.57' R.C.E. NO. 2/94: DATE 08/10/16 SCALE: H: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS, IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BL -01 CDES <DESCRIPTION TITLE SHEET -!-OF 50 SHT FOR: W.O. COUNTY FILENO_ %5 Y V: Z M NO. Z Uj ITEM d QUANTITY w m D 190101 z Z N O a v m z CID z 198010 z 0 U CYD w ro ro LEGEND a REMOVE ASPHALT CONCRETE CYD 35 4 REMOVE 3 -STRAND BARB WIRE FENCE ITEM ITEM SYMBOL 11504 HORIZONTAL CUTTING LF 227 6 150780 NO. SF 550 7 066204 REMOVE AND DISPOSE RIP -RAP CYD 220 8 1 EXISTING A.C. PAVEMENT I , 'a` EXISTING KEYNOTES DEMOLITION KEYNOTES CONSTRUCTION KEYNOTES PROTECT PROPERTY CORNER IN PLACE EA 3 O EXISTING A.C. PAVEMENT TO REMAIN. 1 O=PACT AN OF EXISTING NATIVE MATERIAL TO SUBBASE O ND CLASS 2 BASE STRUCTURAL SHALL 2 EXISTING A.C. PAVEMENT REMOVE AND DISPOSE OF FULL DEPTH CYD 163 12 160101 DREMOVE ESIGN DDISPOSE LF SECTION,OTHE CONTRACTOR SCARIFY AND RE TO A DEPTH OF 1 FOOT BELOW 13 190184 SCARIFY SURFACING O EXISTING NATIVE MATERIAL TO REMAIN. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, ASPHALT PG 70-10 DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 2-13-2001 INSTALL 0.42' OF A.C. 3 EXISTING A.C. PAVEMENT COLD PLANED1, O EXISTING CATCH BASIN TO REMAIN. 4570 GRASS, OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS 377501 PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT SF FULL DEPTH 17 190185 SHOULDER BACKING CYD AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING, AND 18 OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTIO DETAIL A -A- ON SHEET BLS -27 FOR REINFORCED PAVEMENT CONCRETE SF _ O EXISTING GUARD RAIL TO REMAIN. PAVEMENT ENDS AHEAD SIGN MUTC W8-3 GRUBBING SHALL BEE REMOVED FROM THE SITE AND DISPOSED OF BY 1 R RIVERSIDE AVENUE. BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR 4 NEW 5" A.C. PAVEMENT OVER 12" EA O EXISTING CHAIN LINK FENCE TO REMAIN. 566011 THE CONTRACTOR A LAWFUL MANNER. THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT�ND CLASS 2 BASE STRUCTURAL 5 NEW A.C. PAVEMENT OVER COLD PLANED AREA Ems EA 2 23 BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH WHITE STOP LEGEND AND BAR SECTION, THE CONTRACTOR SHALL SCARIFY AND RE OMPACT TO A DEPTH OF 1 FOOT BELOW 4 24 840504 O EXISTING DIRT ACCESS ROAD TO REMAIN. 950 GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER 840526 E DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUr DENSITY PER ASTM D-1557, PER NINYO LF 3,267 26 840526 E 4 -INCH WHITE FOG LINE LF ASTM D-1557. 27 & MOORE GEOTECHNICAL REPORT 104336-01, DATED 2-13-2001. INSTALL 1 -FOOT -WIDE, 6 P.C.C. STRUCTURES 3 O EXISTING BARB WIRE FENCE TO REMAIN. CRACK SEAL LF 7,500 1 -FOOT -DEEP CLASS 2 BASE SHOULDER. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT SECTION DETAIL A ON SHEET BLS FOR 7 EXISTING NATIVE EARTH EA 6 O3 REMOVE AND DISPOSE OF EXISTING 3 -STRAND BARB WIRE FENCE. OF MAXIMUM DENSITY PER ASTM D-1557. SEE -A -27 OEXISTING "NO PARKING" AND "ON SHOULDER" BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FPR RIVERSIDE AVENUE. 8 SIGN TO REMAIN. ® REMOVE AND DISPOSE OF EXISTING P.C.C. CONCRETE CROSS GUTTER O3 AFTER THE PLACEMENT OF THE 6 CLASSBASE SHOULDER IS COMPLETED, SIGNS/POSTS y UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE. -FOOT -WIDE O EXISTING STOP SIGN TO REMAIN. PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 9 POWER POLE O5 REMOVE AND STORE EXISTING RIP RAP. REMOVE AND DISPOSE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMIPROVEMENT PLANS (EXISTING GRADE). 10 EXISTING POWER POLE TO REMAIN. UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE. COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY 10 GUY WIRE - LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS 11 EXISTING STREET LIGHT TO REMAIN. © SAWCUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE A.C. SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH 11 STREET LIGHT p PAVEMENT. AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 12 EXISTING "ON SHOULDER" (NO PARKING SIGN 1 12 TELEPHONE ENCLOSURE MISSING) SIGN TO REMAIN. O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND UNDERLYING ® INSTALL 2 LIFTS OF OAT (TOTAL OF 0.34') OF A.C. PAVEMENT. MATERIAL TO SUBBASE DESIGN GRADE. 13 WATER VALVE 13 EXISTING GUY WIRE TO REMAIN. O5 INSTALL 0.33' OF A.C. PAVEMENT OVER VARIABLE THIgKNESS CLASS 2 BASE. COMPACT THE ® COLD PLANE 0.1 T OF EXISTING A.C. PAVEMENT. CONTRACTOR SHALL CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 14 WATER METER 14 EXISTING SPRINT UNDERGROUND FIBER OPTIC LINE TO REMAIN. THEN CRACK SEAL THE EXISTING CRACKS. THE CONTRACTOR SHALL REPAVE TWO 0.1T LIFTS OF 3/4" MIX. SEE CONSTRUCTION KEYNOTE 6 © AFTER THE SURFACE PLANING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL 15 CONSTRUCTION LIMITS (2) ON SHEETS BLS -19 AND BLS -20. CRACK SEAL THE EXISTING A.C. PAVEMENT THE CONTRACTOR SHALL INSTALL A TACK COAT 15 EXISTING FRONTIER UNDERGROUND TELEPHONE PRIOR TO THE INSTALLATION OF A.C. PAVEMENT. THECONTRACTOR SHALL INSTALL TWO (2) 16 RIGHT OF WAY - - • ROW - - LINE TO REMAIN. O9 CONTRACTOR SHALL CRACK SEAL THE EXISTING CRACKS AND REPAVE LIFTS OF 0.17' (TOTAL OF 0.34') OF A.C. PAVEMENT. SE DETAIL A ON SHEET BLS -41. TWO (2) 0.17' LIFTS OF 3/4" MIX (TOTAL THICKNESS OF 0.34'). SEE DETAIL AT 17 EXISTING SITE PLAN BOUNDARIES 16 EXISTING TELEPHONE ENCLOSURE TO REMAIN. ON SHEET BLS -41. O INSTALL 0.50' OF CLASS 2 BASE MATERIAL, COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 1 18 IMPROVEMENT PLAN BOUNDARIES 17 EXISTING FIBER OPTICS SIGN TO REMAIN. 10 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. 19 SANITARY MANHOLE ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 18 EXISTING GATE TO REMAIN. 11 REMOVE AND DISPOSE OF EXISTING UNDERGROUND TELEPHONE SIGN. SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557 PER PSI GEOTECHNICAL REPORT 20 WATER PIPELINE W 19 EXISTING IRRIGATION VALVE TO REMAIN. 12 A CALIFORNIA -LICENSED LAND SURVEYOR/AUTHORIZED CIVIL ENGINEER 11865-03, DATED 08-07-2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD CONTRACTED BY THE CONTRACTOR SHALL PLACE TIE POINTS BEYOND SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER 21 FIBER OPTIC (FO) - 20 EXISTING P.C.C. CONCRETE STRUCTURE TO THE IMMEDIATE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. REMAIN. CONSTRUCTION ACTIVITIES. THE LAND SURVEYOR/AUTHORIZED CIVIL i 22 SANITARY SEWER PIPELINE (SS) --- ENGINEER SHALL COORDINATE WITH THE CONTRACTOR AND EXERCISEO INSTALL P.C.C. DIP AREA SECTION PER COUNTY OF RIVERSIDE STANDARD DETAIL NO. 307. SEE 21 EXISTING 18 -INCH DRAIN PIPE (WITHOUT A GRATE) CAUTION TO ENSURE THAT THE TIE POINTS ARE NOT DISTURBED DURING DETAIL D ON SHEET BLS -41 (26' -WIDE MINIMUM). 23 UNDERGROUND TELEPHONE (UT) TO REMAIN. THE PROJECT CONSTRUCTION. THE LICENSED LAND SURVEYOR/AUTHORIZED CIVIL ENGINEER SHALL PLACE A 1 -1/2 -INCH 10 A CALIFORNIA -LICENSED LAND SURVEYOR/AUTHORIZED CIVIL ENGINEER CONTRACTED BY 24 CENTERLINE CL 22 EXISTING RIP RAP TO REMAIN. BRASS DISK MONUMENT AFTER PAVING CONSTRUCTION ACTIVITIES HAVE THE CONTRACTOR SHALL PLACE TIE POINTS BEYOND THE IMMEDIATE CONSTRUCTION AREA BEEN COMPLETED/ SEE DETAILS B AND C (COUNTY OF RIVERSIDE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE LAND 23 EXISTING 4" X 4" WOODEN BOLLARD TO REMAIN. STANDARD DETAIL NO. 901 AND 903) ON SHEET BLS -41. SURVEYOR/AUTHORIZED CIVIL ENGINEER SHALL COORDINATE WITH THE CONTRACTOR AND GENERAL SIGNING AND STRIPING NOTES: EXERCISE CAUTION TO ENSURE THAT THE TIE POINT4 ARE NOT DISTURBED DURING THE 24 EXISTING P.C.C. SIDEWALK TO REMAIN. 13 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND CONCRETE PROJECT CONSTRUCTION. THE LICENSED LAND SUR EYOR/AUTHORIZED CIVIL ENGINEER 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN DEBRIS. SHALL PLACE A 1 -1/2 -INCH BRASS DISK MONUMENT AFTER PAVING CONSTRUCTION ACTIVITIES 25 EXISTING UNDERGROUND TELEPHONE CABLE HAVE BEEN COMPLETED. SEE DETAIL B AND C (COUN OF RIVERSIDE STANDARD DETAIL NO. STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD "CONTINENTAL SYSTEM" WARNING SIGN TO 14 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 901 AND 903) ON SHEET BLS -41. I PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD REMAIN. 15 REMOVE AND DISPOSE OF EXISTING ASPHALT GRINDING MATERIALS TO 11 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. PLANS. 26 EXISTING R.O.W. MONUMENT TO REMAIN. SUBBASE DESIGN GRADE. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENTIAND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RE60MPACT A HORIZONTAL DISTANCE OF 7 2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. Z M NO. Z Uj ITEM d QUANTITY w m D 190101 z Z N O a v m z CID z 198010 z 0 U CYD w ro ro it a QUANTITY ESTIMATE M NO. ITEM CODE ITEM UNIT QUANTITY 1 190101 ROADWAY EXCAVATION (CUT) CYD 6,540 27 r715606 198010 INSTALL NATIVE MATERIAL TO SUBBASE DESIGN GRADE (FILL) CYD 92 3 150769 REMOVE ASPHALT CONCRETE CYD 35 4 REMOVE 3 -STRAND BARB WIRE FENCE LF 580 5 11504 HORIZONTAL CUTTING LF 227 6 150780 REMOVE P.C.G. CONCRETE GROSS GUTTER SF 550 7 066204 REMOVE AND DISPOSE RIP -RAP CYD 220 8 150740 REMOVE "UNDERGROUND TELEPHONE" SIGN EA 1 9 810110 PROTECT PROPERTY CORNER IN PLACE EA 3 10 810110 PLACE TIE POINTS FOR EXISTING MONUMENTS EA 1 11 153109 COLD PLANE ASPHALT CONCRETE PAVEMENT (0.17') CYD 163 12 160101 CLEARING AND GRUBBING LF 8,315 13 190184 SCARIFY SURFACING CYD 9588 14 390101 ASPHALT PG 70-10 TON 3,850 15 260201 CLASS 2 AGGREGATE BASE CYD 4570 16 377501 SS1H SLURRY SEAL COATING SF 22,628 17 190185 SHOULDER BACKING CYD 273 18 400050 REINFORCED PAVEMENT CONCRETE SF 5,200 19 566011 PAVEMENT ENDS AHEAD SIGN MUTC W8-3 EA 1 20 566011 DUAL ARROW MUTCD W1-7 SIGN EA 1 21 566011 STOP SIGN EA 3 22 566011 STOP AHEAD SIGN MUTCD W3-1 EA 2 23 840515 WHITE STOP LEGEND AND BAR EA 4 24 840504 4 -INCH DOUBLE YELLOW STRIPE LF 950 25 840526 E 4 -INCH SINGLE YELLOW DASHED STRIPE LF 3,267 26 840526 E 4 -INCH WHITE FOG LINE LF 8,415 27 566011 STREET NAME SIGN EA 3 28 374207 CRACK SEAL LF 7,500 29 566011 SPEED LIMIT SIGN EA 6 SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LUi < z 12. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT w Q JDaT WERE SANDBLASTED. t� SEE NOTE: BENCHMARK: SEE SHEET 3BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. The H o I t G ro Inc . OFF -SITE -IMPROVEMENT PLANS a WORK CONTAINED WITHIN THESE PLANS Essr „ IN THE COUNTY OF RIVERSIDE, CALIFORNIA O �M��� ^'"�"�v^^"'"^^^^^^^ SHALL NOT COMMENCE UNTIL AN�`+ CUP 03728 EA 42812�LS_�2 V ENCROACHMENT PERMIT AND/ORAENGINEERING *SURVEYING `CONSTRUOTIONMANAGEMENT'PLANNING SEE SHEET 3 FORp DIAL TWO WORKING BFoT T % BENCHMARK DESCRIPTIONCONSTRUCTION NOTES it- (n GRADING PERMIT HAS BEEN ISSUED. J, (ft 201 E H08SONWAY 1601 N. IMPERIAL AV€. 70.225 HIGHWAY tyt, SUITED v BEFORE DAYS BEFORE No. 2794:1 R BLYTHE, GA 92225 RANCHO MIRAGE, CALIFORNIA 92270 Cn f !! A EL CENTRO, CA 92245 Z Q YOU DIG Ex $-31 ha PHONE' (760) 922-0658 P E (760) 537 3883 PHONE (760) 32852a0 EL= 391.57 AND LEGEND F YOU DIG O P' O FAX (760)922-4660 FAx i7soy aza-szat 1 (760)3 375997 The private engineer signing (hese plans is responsible for assuring the accuracy m � `P 2 OF 50 SHTS ©a TOLL FREE $ and acceptability of the design hereon. In the event of discrepancies arising after r9T€ C1 V1 o APUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE APPR. DATE tai CAS- PREPARED BY. R.C.E. NO. 27913 FOR: W.O. COUNTY a REVISIONS jw SCALE: FILE NO: <¢ UNDERGROUND determnmganacceptablesolutionandrev�ingtheplansforapprovalbythecounty. ENGINEER COUNTY + 1 DATE 08/10/16 H: V: iii SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVEN E 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW SECTION, THE CONTRACTOR SHALL SCARIFY AND RE OMPACT TO A DEPTH OF 1 FOOT BELOW STRIPES. DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIM< M DENSITY PER ASTM D-1557. PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED02-13-2001. INSTALL 2 -FOOT -WIDE, 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE 1 -FOOT -DEEP CLASS 2 BASE SHOULDER. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR YELLOW STRIPES. BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE 14 THE CONTRACTOR SHALL GRADE THE SIDE SLOPE USING THE EXCAVATED MATERIAL FROM 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND ILLUSTRATED BY THE GRADES ON THE IMPROVEMENLPLANS THE CONTRACTOR SHALL AS DIRECTED BY THE ENGINEER. COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF AXIMUM DENSITY PER ASTM D-1557. MATERIAL AFTER GRADING IS COMPLETED. PLACE A LIGHT MIST OF WATER ON THE NATIVE MAT SEE SECOND D -D AND E -E ON SHEET BLS -29. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED 15 INSTALL PERMANENT TORTOISE GUARD AT ENTRANCiE/EXIST GATES PER DETAIL F ON SHEET IN TWO COATS. BLS -41. 16 INSTALL VARIABLE DEPTH OF A.C. PAVEMENT FROM d.3& TO 0.1T TO MATCH EXISTING A.C. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL PAVEMENT. IEXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN 17 INSTALL A 0.17' DEEP CLASS 2 BASE, 8 -FOOT WIDE SHiOULDER. COMPACT THE CLASS 2 BASE ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. SHOULDER TO 95 PERCENT OF MAXIMUM DENSITY P�R ASTM D-1557. 8. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 0. 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. 10. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 11. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LUi < z 12. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT w Q JDaT WERE SANDBLASTED. t� SEE NOTE: BENCHMARK: SEE SHEET 3BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. The H o I t G ro Inc . OFF -SITE -IMPROVEMENT PLANS a WORK CONTAINED WITHIN THESE PLANS Essr „ IN THE COUNTY OF RIVERSIDE, CALIFORNIA O �M��� ^'"�"�v^^"'"^^^^^^^ SHALL NOT COMMENCE UNTIL AN�`+ CUP 03728 EA 42812�LS_�2 V ENCROACHMENT PERMIT AND/ORAENGINEERING *SURVEYING `CONSTRUOTIONMANAGEMENT'PLANNING SEE SHEET 3 FORp DIAL TWO WORKING BFoT T % BENCHMARK DESCRIPTIONCONSTRUCTION NOTES it- (n GRADING PERMIT HAS BEEN ISSUED. J, (ft 201 E H08SONWAY 1601 N. IMPERIAL AV€. 70.225 HIGHWAY tyt, SUITED v BEFORE DAYS BEFORE No. 2794:1 R BLYTHE, GA 92225 RANCHO MIRAGE, CALIFORNIA 92270 Cn f !! A EL CENTRO, CA 92245 Z Q YOU DIG Ex $-31 ha PHONE' (760) 922-0658 P E (760) 537 3883 PHONE (760) 32852a0 EL= 391.57 AND LEGEND F YOU DIG O P' O FAX (760)922-4660 FAx i7soy aza-szat 1 (760)3 375997 The private engineer signing (hese plans is responsible for assuring the accuracy m � `P 2 OF 50 SHTS ©a TOLL FREE $ and acceptability of the design hereon. In the event of discrepancies arising after r9T€ C1 V1 o APUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE APPR. DATE tai CAS- PREPARED BY. R.C.E. NO. 27913 FOR: W.O. COUNTY a REVISIONS jw SCALE: FILE NO: <¢ UNDERGROUND determnmganacceptablesolutionandrev�ingtheplansforapprovalbythecounty. ENGINEER COUNTY + 1 DATE 08/10/16 H: V: iii n /-EXISTING A.C. o O Q �° C p o O p. o 0 0° ° U 0° ° U p° 2 EXISTING BASE MATERIAL. NOTES. O COLD PLANE 0.17 FOOT DEEP AREA FOR THE FULL WIDTH OF THE A.C. PAVEMENT AS ILLUSTRATED ON THE IMPROVEMENT PLANS. Q TACK COAT THE SAW -CUT A.C. PAVEMENT EDGE AND COLD PLANED AREA WITH A GRADE SS -1 H EMULSIFIED ASPHALT AT AN APPROXIMATE RATE OF 0.05 TO 0.10 GALLON PER SQUARE YARD. THE SSA H EMULSIFIED ASPHALT SHALL BE UNIFORMLY APPLIED PRECEDING THE PLACEMENT OF THE NEW ASPHALT CONCRETE. THE SURFACE SHALL BE FREE OF WATER, FOREIGN MATERIAL, OR DUST WHEN THE TACK COAT IS APPLIED. COLD PLANE DETAIL NTS 617,18,19 STOP SIGN DETAIL NTS zz LU INSTALL A 30"X30" CALTRANS R1 STOP SIGN OR CALTRANS W15 "ROAD NARROWS" WARNING SIGN. THE STOP SIGN SHALL BE A CA R1 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. THE WARNING SIGN SHALL BE A CA W15 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. ANCHOR PER OF RIVERSIDE ZD DETAIL 1222. NOTE: INSTALL ALL SIGNS PER RIVERSIDE COUNTY STD NO. 1220, 1221 AND 1222. E 12,4514 TYPE "E" MONUMENT (OPTIONAL) COMPACTED EARTH 412"ROUND LOT LINE L&T L&T GWD RNV LINE O TYPE "A0 OR "B" MONUMENT OF STREET cs � TYPE "E" MONUMENT -w* • f \ 0 11 TYPE "E" MONUMENT Uj W (OPTIONAL) J w L&T L&T F_ STOP SIGN DETAIL NTS zz LU INSTALL A 30"X30" CALTRANS R1 STOP SIGN OR CALTRANS W15 "ROAD NARROWS" WARNING SIGN. THE STOP SIGN SHALL BE A CA R1 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. THE WARNING SIGN SHALL BE A CA W15 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. ANCHOR PER OF RIVERSIDE ZD DETAIL 1222. NOTE: INSTALL ALL SIGNS PER RIVERSIDE COUNTY STD NO. 1220, 1221 AND 1222. E 12,4514 SAWCUT V DIA. SMOOTH BAR 3/8" TYP. EXISTING 1, 2„ 15" EXISTING PAVEMENT PAVEMENT Z ° a d d ^2 CROSS SUPPORT �- ' a°00- CONCRETE BACKFILL ° CONCRETE BACKFILL ETHAFOAM 4292 ORd 1 - 2" SOFT SOIL �' d W14 X 90 MIN. GALVANIZED FINISH ELEV. OF CONCRETE ° 3/4" X 10" PARALLEL TO ROAD CROWN ' X,i� A. BOLT @ 24" O.C. #5 @ 12" O.C. E.W.. STAGGERED COMPACTED BASE' 12" CONCRETE FOOTING SECTION A -A SLOPEEXIT CROSS SUPPORT TO I SNWA FACILITY - �� ( I 2-W 14X90 BEAMS OPENING IN TORTOISE FENCE SET TO MATCH TO MATCH PAVEMENT WIDTH ROADWAY CROWN NOTE: �— ALL METAL SHOULD BE PLAN VIEW GALVANIZED PER SPEC 05500, PARAGRAPH 3.3 EXIT SLOPE 3:1 TACK WELD POLE TO I BEAM 2-W 14X90 BEAMS SET TO MATCH ROADWAY CROWN PERMANENT TORTOISE GUARD DETAIL NTS O NOTE: WORK CONTAINED WITHIN THESE PLANS /wA SHALL NOT COMMENCE UNTIL AN i�d�) TWO WORKING ENCROACHMENT PERMIT AND/OR A B�FtiiE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG ' .dans — - The pnvateengineer signnipMesepl�ns is iespohsible for assudngthe accuracy TOLL FREE 811 and acceptability of the hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER_ REVISIONS 4,11 NOT TO SCALE STANDARD "B" MONUMENT DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 903. NTS r© mm TYPE "E" MONUMENT (OPTIONAL) LOT LINE L&T L&T RNV LINE O TYPE "A0 OR "B" MONUMENT OF STREET O�gAl- CURB TYPE "E" MONUMENT -w* • f \ (OPTIONAL) • . 11 TYPE "E" MONUMENT Uj W (OPTIONAL) J J L&T L&T F_ O J 0', MONUMENTING STREET _INTERSECTIONS _WHERE CURB AND GUTTERS ARE INSTALLED TYPE "A" OR "B" (MONUMENT) . NOTES: L&T L&T RADIAL UNE E.C. ti 1. L & T SHOWN HEREON INDICATES LEAD AND IN - - -- - - - - -- ' •� + - TACK OR STEEL PIN MONUMENT SET DIST DIST CONCRETE CURB. 2. LEAD AND TAG OR STEEL PIN MONUMENT _z WITNESS TO PROPERTY CORNER MAY BE SET ("E" MONUMENT), IN LIEU OF SETTING FRONT LOr LOT CORNERS CD" MONUMENT). 4M� n TYPE "E" TYPE "D„ 3. THE P.I. OF THE CURVE CENTERLINE OF A MONUMENT ~ MONUMENT STREET MAY BE MONUMENTED IN LIEU OF E.C. , • r & B.C. IF THE P.I. FALLS WITHIN THE TRAVELED Jam. U m L Op WAY. IT SHALL BE REFERENCED WITH L & Ts �J2-' LlryF IN CURB. �4u 4. SEE MONUMENT SPECS 21 FOR TYPE "A, C, D, B v 41' & E" MONUMENT DESCRIPTION AND STD. 903 "B" FOR TYPE MONUMENT DRAWING. SEE L & T TYPE 'W OR "B" SPECS 21.07 FOR MONUMENT SCHEDULE. ti MONUMENT MONUMENTING LU LU L & T BEGINNING AND (5�dz ZOW ENDING OF CURVE. NOT TO SCALE STREET CENTERLINE MONUMENT DETAIL g COUNTY OF RIVERSIDE STANDARD DETAIL 901. 5,14 41 NTS SAWCUT V DIA. SMOOTH BAR 3/8" TYP. EXISTING 1, 2„ 15" EXISTING PAVEMENT PAVEMENT Z ° a d d ^2 CROSS SUPPORT �- ' a°00- CONCRETE BACKFILL ° CONCRETE BACKFILL ETHAFOAM 4292 ORd 1 - 2" SOFT SOIL �' d W14 X 90 MIN. GALVANIZED FINISH ELEV. OF CONCRETE ° 3/4" X 10" PARALLEL TO ROAD CROWN ' X,i� A. BOLT @ 24" O.C. #5 @ 12" O.C. E.W.. STAGGERED COMPACTED BASE' 12" CONCRETE FOOTING SECTION A -A SLOPEEXIT CROSS SUPPORT TO I SNWA FACILITY - �� ( I 2-W 14X90 BEAMS OPENING IN TORTOISE FENCE SET TO MATCH TO MATCH PAVEMENT WIDTH ROADWAY CROWN NOTE: �— ALL METAL SHOULD BE PLAN VIEW GALVANIZED PER SPEC 05500, PARAGRAPH 3.3 EXIT SLOPE 3:1 TACK WELD POLE TO I BEAM 2-W 14X90 BEAMS SET TO MATCH ROADWAY CROWN PERMANENT TORTOISE GUARD DETAIL NTS O NOTE: WORK CONTAINED WITHIN THESE PLANS /wA SHALL NOT COMMENCE UNTIL AN i�d�) TWO WORKING ENCROACHMENT PERMIT AND/OR A B�FtiiE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG ' .dans — - The pnvateengineer signnipMesepl�ns is iespohsible for assudngthe accuracy TOLL FREE 811 and acceptability of the hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER_ REVISIONS 4,11 NOT TO SCALE STANDARD "B" MONUMENT DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 903. NTS r© mm P.C.C. DIP SECTION DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 307. NTS 15,17 WHITE REFLECTIVE LETTERS ON INTERSTATE -A �( GREEN REFLECTIVE SHEETING BA / WHITE REFLECTIVE LETTERS ON INTERSTATE @ C GREEN REFLECTIVE SHEETING C U 03A. 2' SQUARE (MINIMUM 12 GAUGE), W SEE STANDARD B (ONE PIECE) SQUARE (MINIMUM 12 GAUOE), -- t NO. 1222.— TO 2' --B (ONE PIECE) IL f I SEE STANDARD a --No. 1222.o o } ..0 -SIDEWALKir o , -- SIDEWALK A - 5180 X 15' CADMIUM PLATED CARRIAGE BOLT b o o a @ • 14 GAUGE TOP AND CROSS SADDLE Of t a ANODIZED ALUMINUM __ o ° A -518° X 15' CADMIUM PLATED CARRIAGE BOLT ii -CONCRETE C -SIGN PLATES. (ANODIZED ALUMINUM s B -14 GAUGE TOP AND CROSS SADDLE OF (' COMPACTED o EXTRUSION OF 8083 TOR -4 ALLOY MATERIAL.) ? �._vY f o ANODIZED ALUMINUM -CONCRETE EARTH ---V (° D - CAST ANODIZED ALUMINUM POST WITHOR ° Ig C - SIGN PLATES. (ANODIZED ALUMINUM - o FOUR 318° ALLEN HEAD STAINLESS STEEL COMPACTED o EXTRUSION OF 8083 TA ALLOY MATERIAL) R a SET SCREWS. _ ; ; EARTH--" o- D- AS ANODIZED ALUMINUM POST WITH $ © FOUR 318" ALLEN HEAD STAINLESS STEEL I SQUARE 1Y ROUNDi a SET SCREWS. DIRT LOCATION � W4LK LOCATION € R - 1 o 24" DR .:_....__� SQUARE SIDEWALK LOCATION 51W HOLE DIRT LOCATION J 24° OR 30° w_ � 5/8° HOLE ` 3° LETTERS /a% CT _ i i € E 2° LETTERS I I I a, LL NOTE. I -� ,-a8' SIDEWALK w --j b-8' SIDEWALK WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURSED LSIGN S N LWATION : { LOCATION WIDTH GREATER THAN 40 FEET, STD 1220 1RAYLINE LI SHALL BE USED. TWO SIGN UNITS ARE REQUIR- LL LL NOTE: 3' � 1 a ED. THEY SHALL BE O N THE MAJOR STREET, 1 �8' SIDEWALK ry -& SIDEWALK ONE COMPLETE NAME SIGN UNIT IS REQUIRED AND ON OPPOSITE CORNERS SD THAT THEY SIGN SIGN _ AT EACH INTERSECTION WHEN PAVED WIDTHS S jE LK �, S EtAp" WILL BE ON THE FAR RIGHT44AAND SIDE OF THE LOCATION LOCATION OR CURBED WIDTHS OF ALL INTERSECTING INTERSECTION FOR THE TRAFFIC ON THE MAJOR RAN LINE RAN INE STREETS ARE 40 FEET OR LESS. AT INTER - 1 LtlaC,� STREET. AT °T° INTERSECTIONS, ONLY ONE_ SECTIONS WITH AN ULTIMATE PAVED WIDTH 1y MINOR STREET STREET NAME SIGN SHALL BE REQUIRED. S) y L K _ : ' Ili WALK OR CURBED MOTH GREATER THAN 40 FEET, INSIDE OF KNUCKLE INTERSECTION MORE THAN TWO STREET NAME SIGNS MAY USE STANDARD 1220. STD 1221 IS INTENDED BBE REQUIRED AT RE THAN FOUR LEGE ECTI N AWL INTERSECT- 3" Y g M FOR RESIDENTIAL STREETS WITHIN A TRACT. SIGN INSTALLATION DETAILS ING STREETS HAVE ULTIMATE PAVED OTHER TYPES OF INTERSECTIONS, uBE STD 1220, WIDTHS OR CURBED WIDTHS OF 40 FEET OR NQT TO SCALE LESS, AND THEY ARE NOT GENERAL PLAN INSIDE OF KNUCKLE INTER.` 9 •CTIO�I NOT TO SCALE ROADS, USE STANDARD 1221, SIGN INSTALLATION DETAILS R DATE COUNTY A No. 27943 O \ E.P. 3_31_18 O s CI V7� a`e STREET NAME SIGN DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1220 & 1221 The Holt Group, Inc. ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE. (760) 922-4658 PHONE : (760) 337-3883 PHONE: (760) 328-5280 FAX (760)922-.M (760) 337-5997 FAX (760)328-5281 M BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' PREPARED B ; / R.C.F. NQ. G/I343 DATE 08/10/16 SCALE: BLYTHE 11 SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 PPTAIL SFfF.F-T W.O. FILE NO. IP 160026 SHEET NO. BLS41 1_41OF 50 SHTS 13 y i O J 0U 3 OJ LL ra- a n v Y W U 2 Z ¢ m p W LU LU (5�dz ZOW Zv cow tl 2 0 OW O Q Z W W y' �,�ov w f— $ X Q U) 2'-6' MIN. - 0 0 Lj 7 z W Gt W o w - (n W r.... c0i � m $" w w OW ( Q ~ w 1 W p o U Z t- 0 Q w o w �wz - 0 F - <t Ww �gIx ► 01 Z w o (oa(n z O w O- �t� N z o x w F_ O L U W; a JIB' F- w d U w cap _ O In _ z U1 w Q w U Q m Q Q) WEL Oi (n S f- W Q J Upo �� fj)wzZ 1= �. U) rn w Cj V _ IW— U J U ¢ �<[ww F �I O, W a CL d J2'W (00-U)0) Z O z' � Z !Y w 0 O �, 0 w t- z U w J = Q C) �. U H W 1— z (O w j 2 1 C) UZF- :, _- W W w Oo (fldU)� v� V 0 ¢ q r U U U i [ f q dX xr Q I 1 DU ► ZN Q LLx O ¢Q� '. 2'-6" MIN UU J Ud Z ¢' Q� x Q O(0 W!, X I - OS2 r(Po DI FuZ QO Wx �m xFu 0 zF_ a W 4( T_ w F- 0 z': r P.C.C. DIP SECTION DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 307. NTS 15,17 WHITE REFLECTIVE LETTERS ON INTERSTATE -A �( GREEN REFLECTIVE SHEETING BA / WHITE REFLECTIVE LETTERS ON INTERSTATE @ C GREEN REFLECTIVE SHEETING C U 03A. 2' SQUARE (MINIMUM 12 GAUGE), W SEE STANDARD B (ONE PIECE) SQUARE (MINIMUM 12 GAUOE), -- t NO. 1222.— TO 2' --B (ONE PIECE) IL f I SEE STANDARD a --No. 1222.o o } ..0 -SIDEWALKir o , -- SIDEWALK A - 5180 X 15' CADMIUM PLATED CARRIAGE BOLT b o o a @ • 14 GAUGE TOP AND CROSS SADDLE Of t a ANODIZED ALUMINUM __ o ° A -518° X 15' CADMIUM PLATED CARRIAGE BOLT ii -CONCRETE C -SIGN PLATES. (ANODIZED ALUMINUM s B -14 GAUGE TOP AND CROSS SADDLE OF (' COMPACTED o EXTRUSION OF 8083 TOR -4 ALLOY MATERIAL.) ? �._vY f o ANODIZED ALUMINUM -CONCRETE EARTH ---V (° D - CAST ANODIZED ALUMINUM POST WITHOR ° Ig C - SIGN PLATES. (ANODIZED ALUMINUM - o FOUR 318° ALLEN HEAD STAINLESS STEEL COMPACTED o EXTRUSION OF 8083 TA ALLOY MATERIAL) R a SET SCREWS. _ ; ; EARTH--" o- D- AS ANODIZED ALUMINUM POST WITH $ © FOUR 318" ALLEN HEAD STAINLESS STEEL I SQUARE 1Y ROUNDi a SET SCREWS. DIRT LOCATION � W4LK LOCATION € R - 1 o 24" DR .:_....__� SQUARE SIDEWALK LOCATION 51W HOLE DIRT LOCATION J 24° OR 30° w_ � 5/8° HOLE ` 3° LETTERS /a% CT _ i i € E 2° LETTERS I I I a, LL NOTE. I -� ,-a8' SIDEWALK w --j b-8' SIDEWALK WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURSED LSIGN S N LWATION : { LOCATION WIDTH GREATER THAN 40 FEET, STD 1220 1RAYLINE LI SHALL BE USED. TWO SIGN UNITS ARE REQUIR- LL LL NOTE: 3' � 1 a ED. THEY SHALL BE O N THE MAJOR STREET, 1 �8' SIDEWALK ry -& SIDEWALK ONE COMPLETE NAME SIGN UNIT IS REQUIRED AND ON OPPOSITE CORNERS SD THAT THEY SIGN SIGN _ AT EACH INTERSECTION WHEN PAVED WIDTHS S jE LK �, S EtAp" WILL BE ON THE FAR RIGHT44AAND SIDE OF THE LOCATION LOCATION OR CURBED WIDTHS OF ALL INTERSECTING INTERSECTION FOR THE TRAFFIC ON THE MAJOR RAN LINE RAN INE STREETS ARE 40 FEET OR LESS. AT INTER - 1 LtlaC,� STREET. AT °T° INTERSECTIONS, ONLY ONE_ SECTIONS WITH AN ULTIMATE PAVED WIDTH 1y MINOR STREET STREET NAME SIGN SHALL BE REQUIRED. S) y L K _ : ' Ili WALK OR CURBED MOTH GREATER THAN 40 FEET, INSIDE OF KNUCKLE INTERSECTION MORE THAN TWO STREET NAME SIGNS MAY USE STANDARD 1220. STD 1221 IS INTENDED BBE REQUIRED AT RE THAN FOUR LEGE ECTI N AWL INTERSECT- 3" Y g M FOR RESIDENTIAL STREETS WITHIN A TRACT. SIGN INSTALLATION DETAILS ING STREETS HAVE ULTIMATE PAVED OTHER TYPES OF INTERSECTIONS, uBE STD 1220, WIDTHS OR CURBED WIDTHS OF 40 FEET OR NQT TO SCALE LESS, AND THEY ARE NOT GENERAL PLAN INSIDE OF KNUCKLE INTER.` 9 •CTIO�I NOT TO SCALE ROADS, USE STANDARD 1221, SIGN INSTALLATION DETAILS R DATE COUNTY A No. 27943 O \ E.P. 3_31_18 O s CI V7� a`e STREET NAME SIGN DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1220 & 1221 The Holt Group, Inc. ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE. (760) 922-4658 PHONE : (760) 337-3883 PHONE: (760) 328-5280 FAX (760)922-.M (760) 337-5997 FAX (760)328-5281 M BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' PREPARED B ; / R.C.F. NQ. G/I343 DATE 08/10/16 SCALE: BLYTHE 11 SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 PPTAIL SFfF.F-T W.O. FILE NO. IP 160026 SHEET NO. BLS41 1_41OF 50 SHTS 13 y w w w z 0 z _w q. z O 0 RIVET LOCATIONS SEE NOTE 6 ON ti SHEET 2 OF 2 (12 CORE DRILL CONCRETE A aFCDW W,4 <` V 4 n O.4 y 4'. .:� 4, o a WA O O O I R UNIVERSAL HEAD DRIVE RIVET - 0.37Y /f±E62P7`l�9AL 'xIIV. SIGN POST A T SIGN FOOTING DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1222 & 1223 DIAL TWO WORKING LUBEFORE DAYS BEFORE YOU DIG YOU PIG TOLL FREE 811 A PUBLIC SERVICE BY z UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. KInTG c 1. SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, "TELESPARE." SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. 2. THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE 48" OR LESS. DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGTH OR WIDTH EXCEEDS 48". 3. THE 2 -PIECE ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2 1/4" SQUARE BY 30" (THROUGH SIDEWALK) OR 36" (THROUGH SOIL) ANCHOR WITH A 2 1/2" SQUARE BY 18" SLEEVE. ALL SLEEVES AND ANCHORS SHALL BE 12 GAUGE. 4. THE ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4" REMAINS ABOVE GROUND LEVEL. 5. ALL DIRT SHALL BE REMOVED FROM THE INSIDE TOP 6" MINIMUM OF THE ANCHOR ASSEMBLY TO ALLOW FOR THE INSTALLATION OF THE SIGN POST. 6. INSTALL 2" SQUARE SIGN POST MINIMUM 6" INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 3/8" DRIVE RIVETS AS SHOWN. THE RIVETS SHALL BE INSTALLED ON THE SIDE FACING THE TRAFFIC FLOW AND SIDE OF APPROACHING TRAFFIC AS SHOWN IN ORDER TO ACHIEVE THE MAXIMUM BREAK -AWAY EFFECT. 7. INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. 8. SEE STANDARD No.'s 815 AND 816 FOR PLACEMENT OF SIGN POST. 9. ALL ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THROUGH CONCRETE AND ASPHALT. 10. ALL SIGNS ATTACHED TO PERFORATED POSTS SHALL HAVE ZINC -COATED OR S.S. WASHERS BEHIND THE RIVET THAT ARE LARGER THAN THE HEAD OF THE RIVET. 11. ALL REGULATORY, WARNING, AND GUIDE SIGNS INSTALLED SHALL BE 0.080 INCHES IN THICKNESS. 12. ALL SIGNS 36" OR LARGER SHALL BE INSTALLED WITH BACK BRACES SPECIFICALLY DESIGNED FOR 2" SQUARE PERFORATED POSTS. (2" RISE) 13. IN SOME INSTANCES CONCRETE FOUNDATION MAY BE REQUIRED TO ENSURE PROPER STABILITY, THIS OPTION IS TO BE USED AT THE DISCRETION OF THE ENGINEER OR ONSITE INSPECTOR. The private engineer signing these plans is respInsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during omstruction, the private engineer shall be responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER 45 REVISIONS SPEED LIMIT PER - COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING - PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. (SEE DETAIL H ON SHEET 42) nCONTRACTOR BENCHMARK: SEE SHEET 3 SHALL SPEEDZWITHTHE COORDINATE LIMIT OFOUNT OF RI VEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA�+CUP COUNTY OF 15 RIVERSIDE TRANSPORTATION DEPARTMENT 0 FOR THE 0 PLACEMENT THE 0 DESIGN SPEED 0 LIMIT REQUIRED 0 FOR THIS 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE 0 PROJECT. SIGN FOOTING DETAIL • .r • STANDARD DETAIL NO. 1222 & 1223 INSTALL ANCHOR PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. (SEE DETAIL H ON SHEET 42) 21-26-146 PREPARED B!I R.C.E. NO. 27943 _. DATE 08/10/16 SCALE: FOR: I W.O. COUNTY H: V: FILE NO. BENCHMARK: SEE SHEET 3 BLYTHE It SOLAR PROJECT IP 160626 SHEET NO: SS/ The HoIt Grou Inc. OFOUNT OF RI VEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA�+CUP t 03728 EA 42812 BLS -42 a ENGINEERING"SURVEYING'CONSTRUCTION MANAGEMENT'PLANNING SEE SHEET3FOR BENCHMARK DESCRIPTION DETAIL SHEET NO. 27943 m 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE 0 Exp. 3-31-18 BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE. CALIFORNIA 92270 PHONE: (760) 922-4658 PHONE ) PHONE (760 328-5280 (Iso 337-3893 ) EL= 391.57 O .� . FAX (760)922-4660 X. (760)337-5997 FAX (760)328-5281 A 42 OF rO SHl PREPARED B!I R.C.E. NO. 27943 _. DATE 08/10/16 SCALE: FOR: I W.O. COUNTY H: V: FILE NO. CA z 0 0 Ii BLYTHE II SOLAR ENERGY PROJECT SECONDARY ACCESS ROAD LIMITS OF CONSTRUCTION SECONDARY ACCESS ROAD SECONDARY ACCESS ROAD ROAD CLOSED R11-2 HOBSONWAY 500' NTS LIMITS OF CONSTRUCTION 500' NTS 0 Lu U) 0 0 LIMITS OF CONSTRUCTION y -1L741�1 ik 1. ROADWAY IMPROVEMENTS ALONG RIVERSIDE DRIVE SHALL ACCOMMODATE ACCESS TO LOCAL TRAFFIC AT ALL TIMES. 2. ROADWAY IMPROVEMENTS ALONG RIVERSIDE DRIVE FACILITY TO MAINTAIN CLOSURE ALONG RIVERSIDE DRIVE. 3. CONTRACTOR SHALL PROVIDE A TWO LANE ACCESSS ROAD TO THE PROJECT SITE AT ALL TIMES. CONTRACTOR SHALL PROVIDE ACCESS VIA THE PRIMARY OR SECONDARY ACCESS ROAD. 4. CONTRACTOR SHALL OBTAIN ALL THE PERMITS 1w 5. THE SPEED LIMIT ON ALL SITE ACCESS ROADS SHALL BE RESTRICTED TO 15 MPH DURING CONSTRUCTION, PER NOTE 5 ON SHEET EC2. TRAFFIC CONTROL LEGEND ITEM ITEM NO. DESCRIPTION ITEM 2. WARNING/REGULATORY SIGN F 3. WARNING LIGHT 4. WORK AREA L TRAFFIC CONTROL KEYNOTES < INSTALL TYPE III BARRICADE. O2 INSTALL WARNING/REGULATORY SIGN WITH WARNING LIGHT AS ILLUSTRATED ON THE PLAN. AIN THE INGRESS AND EGRESS OF THE RESIDENTIAL AND BUSINESS ACCESS AT ALL TIMES DURING THE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS RAMP(S) OR TRAVEL WAYS, IF NECESSARY. LIMITS OF CONSTRUCTION 03SO10 li 005 O3SO1O LIMITS OF CONSTRUCTION RIVERSIDE AVE F _� IIo �, GENERAL TRAFFIC CONTROL NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND CA MUTCD SUPPLEMENT UNLESS SPECIFIED OTHERWISE. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY THE COUNTY OF RIVERSIDE PUBLIC WORKS DEPARTMENT REPRESENTATIVE OR THE RESIDENT ENGINEER. THESE CHANGES MAY BE DONE IN THE FIELD. 3. TRAFFIC CONTROL DEVICES SHOWN ON PLANS ARE LOCATED APPROXIMATELY AND SHALL BE ADJUSTED AS REQUIRED TO MEET FIELD CONDITIONS. ALL SUCH CHANGES MADE DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF CA MUTCD, CA MUTCD SUPPLEMENT AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS. 4. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, 6. ALL SIGNS SHALL BE HIGH INTENSITY REFLECTIVE. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE. FLASHING LIGHTS ARE OPTIONAL. 7. THE INTENSITY AND DISTRIBUTION OF LIGHT FROM EACH ILLUMINATED SIGNAL LENS SHOULD CONFORM TO THE CURRENT "STANDARDS FOR VEHICLE TRAFFIC CONTROL SIGNAL HEADS" AND "TRAFFIC SIGNAL LAMPS" (SEE SECTION 1A.11 OF LATEST VERSION OF CA MUTCD). IF A SIGNAL INDICATION IS OPERATED IN THE FLASHING MODE FOR NIGHTTIME OPERATION AND THE SIGNAL INDICATION IS SO BRIGHT AS TO CAUSE EXCESSIVE GLARE, SOME FORM OF AUTOMATIC DIMMING SHOULD BE USED TO REDUCE THE BRILLIANCE OF THE SIGNAL INDICATION. 8. REFER TO THE LATEST REVISION OF CA MUTCD REGARDING THE NOTES FOR EACH TYPICAL APPLICATION CALLED OUT ON THIS PLAN. COUNTY n I BIZ 9. CONTRACTOR SHALL MEET ALL THE CONDITIONS LISTED IN THE ENCROACHMENT PERMIT ISSUED BY COUNTY OF RIVERSIDE AND THE CITY OF BLYTHE. 10. CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AT THE BEGINNING AND AT THE END OF EACH WORKING DAY TO ENSURE COMPLIANCE WITH THESE PLANS. 11. IF A PORTION OF THE CONSTRUCTION AREA MUST REMAIN OPEN AT THE END OF EACH WORK DAY, EACH EXPOSED SECTION MUST BE COMPLETELY FILLED WITH CLASS 2 BASE MATERIAL AND SURROUNDED WITH BARRICADES AND TAPE OR AS APPROVED BY THE CITY ENGINEER, 12. ALL ADJACENT BUSINESSES, RESIDENCES, SCHOOLS, AND CHURCHES SHALL BE DULY NOTIFIED BY THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATIONS. NOTICE SHALL BE DELIVERED AT LEAST TWO (2) WORKING WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCTION OF NOTIFICATION LETTERS. THE NOTIFICATION LETTERS SHALL BE WRITTEN IN ENGLISH AND SPANISH LANGUAGES. RE -NOTIFICATION WILL BE REQUIRED IF THE CONTRACTOR'S SCHEDULE IS ALTERED OR OTHER DELAYS OCCUR WHICH AFFECT THE PROJECT SCHEDULE. 13. CONTRACTOR SHALL COVER EXISTING TRAFFIC SIGNS, TRAFFIC SIGNALS, OR PEDESTRIAN SIGNAL INDICATIONS SHOULD SAID CONTROLS CONFLICT WITH TEMPORARY TRAFFIC CONTROL PLAN OR AS DIRECTED BY THE COUNTY OR CALTRANS. 14. CONTRACTOR SHALL REPLACE/REPAIR ANY AND ALL STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS, AND CURB PAINT DISRUPTED OR REMOVED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE COUNTY OR CALTRANS REPRESENTATIVE. 15. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS FLASHING YELLOW BEACONS, TYPE -13 SHALL BE USED ON ALL W20-3, W20-2, C-19, R11-2 SIGNS AND ON ALL TYPE -III AND TYPE -11 BARRICADES GUARDING THE WORK AREA OVERNIGHT. CLOSED ,\500 FT i W20-3 CLOSED C 19-R "LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) IS CA MUTCD 2014 REVISION 1** ***A COPY OF CA MUTCD 2092 CAN BE OBTAINED FROM "HTTP.//WWW. DOT. CA. GOVIHQ/TRAFFOPSIENGWEERINGIMUTCDICA_MUTCD209 4REV 1. HTM" - i 500' 1500' NTS T NTS v W i 1— �O M 200' 0' 200' 400' 60 -� ---�0� n o r -� < J - SCALE: 1"=200' 00 �� ti o 0 U 7 D o m p m� COUNTY n I BIZ 9. CONTRACTOR SHALL MEET ALL THE CONDITIONS LISTED IN THE ENCROACHMENT PERMIT ISSUED BY COUNTY OF RIVERSIDE AND THE CITY OF BLYTHE. 10. CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AT THE BEGINNING AND AT THE END OF EACH WORKING DAY TO ENSURE COMPLIANCE WITH THESE PLANS. 11. IF A PORTION OF THE CONSTRUCTION AREA MUST REMAIN OPEN AT THE END OF EACH WORK DAY, EACH EXPOSED SECTION MUST BE COMPLETELY FILLED WITH CLASS 2 BASE MATERIAL AND SURROUNDED WITH BARRICADES AND TAPE OR AS APPROVED BY THE CITY ENGINEER, 12. ALL ADJACENT BUSINESSES, RESIDENCES, SCHOOLS, AND CHURCHES SHALL BE DULY NOTIFIED BY THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATIONS. NOTICE SHALL BE DELIVERED AT LEAST TWO (2) WORKING WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCTION OF NOTIFICATION LETTERS. THE NOTIFICATION LETTERS SHALL BE WRITTEN IN ENGLISH AND SPANISH LANGUAGES. RE -NOTIFICATION WILL BE REQUIRED IF THE CONTRACTOR'S SCHEDULE IS ALTERED OR OTHER DELAYS OCCUR WHICH AFFECT THE PROJECT SCHEDULE. 13. CONTRACTOR SHALL COVER EXISTING TRAFFIC SIGNS, TRAFFIC SIGNALS, OR PEDESTRIAN SIGNAL INDICATIONS SHOULD SAID CONTROLS CONFLICT WITH TEMPORARY TRAFFIC CONTROL PLAN OR AS DIRECTED BY THE COUNTY OR CALTRANS. 14. CONTRACTOR SHALL REPLACE/REPAIR ANY AND ALL STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS, AND CURB PAINT DISRUPTED OR REMOVED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE COUNTY OR CALTRANS REPRESENTATIVE. 15. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS FLASHING YELLOW BEACONS, TYPE -13 SHALL BE USED ON ALL W20-3, W20-2, C-19, R11-2 SIGNS AND ON ALL TYPE -III AND TYPE -11 BARRICADES GUARDING THE WORK AREA OVERNIGHT. CLOSED ,\500 FT i W20-3 CLOSED C 19-R "LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) IS CA MUTCD 2014 REVISION 1** ***A COPY OF CA MUTCD 2092 CAN BE OBTAINED FROM "HTTP.//WWW. DOT. CA. GOVIHQ/TRAFFOPSIENGWEERINGIMUTCDICA_MUTCD209 4REV 1. HTM" 10. BASE MATERIALS 10.01 GENERAL: BASE MATERIAL TO BE USED IN CONSTRUCTION OF THE UPPER LAYERS OF THE ROADBED SHALL CONSIST OF THE FOLLOWING MATERIAL CLASSIFICATIONS FOR THE RESPECTIVE LAND DIVISION SCHEDULES. A. AGGREGATE BASE, CLASS 3 - SCHEDULE B, C, D, G & H LAND DIVISION B. AGGREGATE BASE, CLASS 2 - SCHEDULE A, E, & F LAND DIVISION C. LIME TREATED BASE D. CEMENT TREATED BASES NOTE: WHEN ROADS ARE ACCEPTED FOR MAINTENANCE BY THE COUNTY, THE AGGREGATE BASE SHALL BE CLASS 3 OR HIGHER. THE EXACT TYPE OF BASE MATERIAL TO BE USED ON THE WORK WILL BE SPECIFIED IN THE AGREEMENT AND SHOWN ON THE PLANS. 10.02 AGGREGATE BASE, CLASS 3: AGGREGATE BASE, CLASS 3 SHALL BE CLEAN AND FREE FROM ROOTS, VEGETABLE MATTER, AND OTHER DELETERIOUS SUBSTANCES, AND BE OF SUCH CHARACTER THAT WHEN WET IT WILL COMPACT TO FORM A FIRM STABLE BASE. THE MATERIAL SHALL BE OF SUCH SIZES THAT THE PERCENTAGE COMPOSITION BY WEIGHT OF MATERIAL SHALL CONFORM TO THE FOLLOWING GRADING AT THE TIME THE MATERIAL IS DEPOSITED ON THE ROADBED WHEN DETERMINED BY TEST METHOD NO. CALIF. 202. CLASS 3 PERCENTAGE SIEVE SIZE PASSING SIEVE 1 INCH 100 No. 4 60-95 No. 30 20-60 No. 200 03-15 THE MATERIAL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TEST RESISTANCE ("R" VALUE) TEST METHOD NO. CALIF. 301 CLASS 3 REQUIREMENTS 70 MIN. OR AS SPECIFIED SAND 217 30 MIN EQUIVALENT. 10.03 AGGREGATE BASE, CLASS 2: AGGREGATE BASE, CLASS 2 SHALL CONFORM TO THE PROVISIONS OF SECTION 26 OF THE 2010 CALTRANS STANDARD SPECIFICATIONS AND AS MODIFIED HEREIN. SECTION 26-1.028 CLASS 2 AGGREGATE BASE, SHALL INCLUDE THE FOLLOWING: AGGREGATE FOR CLASS 2 AGGREGATE BASE SHALL BE FREE FROM ORGANIC TTER AND OTHER DELETERIOUS MATTER, AND SHALL BE OF SUCH NATURE THAT IT N BE COMPACTED READILY UNDER WATERING AND ROLLING TO FORM A FIRM AND 4BLE BASE. AGGREGATE MAY CONSIST OF BROKEN AND CRUSHED ASPHALT NCRETE OR PORTLAND CEMENT CONCRETE AND MAY CONTAIN CRUSHED AGGREGATE SE OR OTHER ROCK MATERIALS. THE MATERIAL MAY CONTAIN NO MORE THAN 3 RCENT BRICK BY WEIGHT AS DETERMINED BY CALIFORNIA TEST METHOD 202 AS EDIFIED: BRICK MATERIAL RETAINED ON A NOA SIEVE SHALL BE IDENTIFIED VISUALLY D SEPARATED MANUALLY. BRICK QUANTIFICATION SHALL BE BASED ON TOTAL WEIGHT DRY SAMPLE. ALSO, MATERIAL RETAINED ON THE 4.75 MM (NO.4) SIEVE SHALL NTAIN NO MORE THAN 15 PERCENT OF PARTICLES (GRAVEL) THAT HAVE NO MORE AN ONE FRACTURED FACE. PROCESSED MISCELLANEOUS BASE SHALL NOT BE USED. THE QUALITY REQUIREMENTS CONTAINED IN SECTION 26-1.02A SHALL BE MODIFIED TO READ: THE QUALITY REQUIREMENTS Test Contract Compliance Resistance (R -value) Virgin Rock 78 Min. Crushed Miscellaneous 80 Min. Sand Equivalent 35 Min. Durability Index 35 Min. Percentage Wear MIN. 100 revolutions 15 Max. 500 revolutions 52 Max. I 11. ASPHALT CONCRETE 11.01 GENERAL: ASPHALT CONCRETE SHALL BE COMPOSED OF MINERAL AGGREGATE AND ASPHALT BINDER, MIXED IN A SUITABLE CENTRAL MIXING PLANT, AND PLACED ON THE ROADBED IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES, GRADES, AND DIMENSIONS SHOWN ON THE PLANS AND TYPICAL CROSS-SECTIONS. WHEN REQUIRED BY THE DIRECTOR OF TRANSPORTATION, THE SUBDIVIDER SHALL PROVIDE AN ASPHALT CONCRETE MIX DESIGN AS APPROPRIATE FOR THE DESIGNATED LOCATION, PREPARED UNDER THE DIRECTION OF AN ENGINEER REGISTERED IN THE STATE OF CALIFORNIA COMPETENT TO PERFORM THE WORK. ASPHALT CONCRETE SHALL BE PLACED ON THE PREPARED SUBGRADE OR BASE COURSE IN ONE OR MORE COURSES TO THE REQUIRED THICKNESSES, GRADES, AND CROSS-SECTIONS AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THE AGREEMENT. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO PAVING. IN ADVANCE OF SPREADING THE ASPHALT CONCRETE, A PRIME COAT OF LIQUID ASPHALT OR ASPHALTIC EMULSION SHALL BE APPLIED TO THE AREAS TO BE SURFACED IF SO INDICATED ON THE PLANS. PRIME COAT SHALL BE APPLIED TO ALL ROADBEDS TO RECEIVE SURFACING, WHICH HAVE A GRADIENT OF TEN PERCENT OR GREATER. 11.02 ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A AND THREE -QUARTER -INCH (3/4 -INCH) MAXIMUM GRADATION OF THE MINERAL AGGREGATE FOR ROADS CONFORMING TO THE PROVISIONS IN SECTION 39 OR THE 2010 CALTRANS STANDARD SPECIFICATIONS AND THESE SUBDIVISION IMPROVEMENT STANDARDS PAVING ASPHALT SHALL CONFORM TO THE PROVISIONS IN THIS SECTION, "ASPHALT." THE ASPHALT BINDER TO BE MIXED WITH AGGREGATE SHALL CONFORM TO THE PROVISIONS IN "ASPHALT," OF THESE SPECIAL PROVISIONS AND SHALL BE OF THE PERFORMANCE GRADE (PG) DESIGNATED BELOW OR AS DETERMINED BY THE ENGINEER. GRADE PG 70-10 (DESERT) THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE BETWEEN THREE PERCENT AND SEVEN PERCENT, BY WEIGHT, OF THE DRY MINERAL AGGREGATE. THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE WILL BE DETERMINED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL OR AS DETERMINED BY A SPECIAL MIX DESIGN. LIQUID ASPHALT FOR PRIME COAT SHALL CONFORM TO THE PROVISIONS IN SECTION 93, "LIQUID ASPHALTS," OF THE STANDARD SPECIFICATIONS AND SHALL BE GRADE PG 64-10 UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. ASPHALT EMULSION FOR PAINT BINDER (TACK COAT) SHALL CONFORM TO THE PROVISIONS IN SECTION 94, "ASPHALTIC EMULSIONS," OF THE STANDARD SPECIFICATIONS FOR THE RAPID -SETTING OR SLOW -SETTING TYPE AND SHALL BE GRADE PG 64-10. 11.03 PLACING ASPHALT CONCRETE: ASPHALT CONCRETE WILL NOT BE PERMITTED TO BE PLACED UPON UNSTABLE, YIELDING, OR WORKING SUBGRADE. IN ADDITION TO THE PROVISIONS IN SECTION 39-5.01, "SPREADING EQUIPMENT," OF THE STANDARD SPECIFICATIONS, ASPHALT PAVING EQUIPMENT SHALL BE EQUIPPED WITH AUTOMATIC SCREED CONTROLS AND A SENSING DEVICE OR DEVICES. WHEN PLACING ASPHALT CONCRETE TO THE LINES AND GRADES ESTABLISHED IN THE PLANS AND AS DIRECTED BY THE ENGINEER, THE AUTOMATIC CONTROLS SHALL CONTROL THE LONGITUDINAL GRADE AND TRANSVERSE SLOPE OF THE SCREED. GRADE AND SLOPE REFERENCES SHALL BE FURNISHED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR. SHOULD THE CONTRACTOR ELECT TO USE A SKI DEVICE, THE MINIMUM LENGTH OF THE SKI DEVICE SHALL BE 30 FT (9 M). THE SKI DEVICE SHALL BE A RIGID ONE PIECE UNIT AND THE ENTIRE LENGTH SHALL BE UTILIZED IN ACTIVATING THE SENSOR. WHEN PLACING THE INITIAL MAT OF ASPHALT CONCRETE ON EXISTING PAVEMENT, THE END OF THE SCREED NEAREST THE CENTERLINE SHALL BE CONTROLLED BY A SENSOR ACTIVATED BY A SKI DEVICE NOT LESS THAN 30 FT (9 M) LONG. THE END OF THE SCREED FARTHEST FROM CENTERLINE SHALL BE CONTROLLED BY AN AUTOMATIC TRANSVERSE SLOPE DEVICE SET TO REPRODUCE THE CROSS SLOPE DESIGNATED BY THE ENGINEER, BY A SENSOR ACTIVATED BY A SIMILAR SKI DEVICE OR AS DIRECTED BY THE ENGINEER. WHEN PAVING CONTIGUOUSLY WITH PREVIOUSLY PLACED MATS, THE END OF THE SCREED ADJACENT TO THE PREVIOUSLY PLACED MAT SHALL BE CONTROLLED BY A SENSOR THAT RESPONDS TO THE GRADE OF THE PREVIOUSLY PLACED MAT AND WILL REPRODUCE THE GRADE IN THE NEW MAT WITHIN A 3 MM TOLERANCE. THE END OF THE SCREED FARTHEST FROM THE PREVIOUSLY PLACED MAT SHALL BE CONTROLLED IN THE SAME WAY IT WAS CONTROLLED WHEN PLACING THE INITIAL MAT. SHOULD THE METHODS AND EQUIPMENT FURNISHED BY THE CONTRACTOR FAIL TO PRODUCE A LAYER OF ASPHALT CONCRETE CONFORMING TO THE PROVISIONS, INCLUDING STRAIGHTEDGE TOLERANCE, OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS OR ELSEWHERE IN THESE SPECIAL PROVISIONS, THE PAVING OPERATIONS SHALL BE DISCONTINUED AND THE CONTRACTOR SHALL MODIFY THE EQUIPMENT OR METHODS, OR FURNISH SUBSTITUTE EQUIPMENT. SHOULD THE AUTOMATIC SCREED CONTROLS FAIL TO OPERATE PROPERLY DURING A DAY'S WORK, THE CONTRACTOR MAY MANUALLY CONTROL THE SPREADING EQUIPMENT FOR THE REMAINDER OF THAT DAY. HOWEVER, THE EQUIPMENT SHALL BE CORRECTED OR REPLACED WITH ALTERNATIVE AUTOMATICALLY CONTROLLED EQUIPMENT CONFORMING TO THE PROVISIONS IN THIS SECTION BEFORE STARTING ANOTHER DAY'S WORK. IN LIEU OF THE TABLE OF SECTION 39-6.01, ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN THE NUMBER OF LAYERS AS OUTLINED IN THE TABLE BELOW: TOTAL THICKNESS SHOWN ON PLANS MINIMUM NO. OF LAYERS TOP LAYER THICKNESS NEXT LOWER LAYER THICKNESS ALL OTHER LOWER LAYER THICKNESS MIN. MAX. MIN. MAX. MIN. MAX. 0.23' OR LESS 1 - - - - SOLUBILITY, MINIMUM %a 0,24' THROUGH 0.44' 2 0.10' 0.21' 0.14' 0.23' - - 0.45' OR MORE 3 OR MORE 0.10' 0.20' 0.15' 0.23' 0.20' 0.23' ENGINEER COUNTY ASSOCIATED FOOTNOTES TO THIS TABLE SHALL BE REVISED AS FOLLOWS: A. NO CHANGE. B. DELETED. C. AT LEAST 4 LAYERS SHALL BE PLACED IF TOTAL THICKNESS 0.90 FT (270 MM). IN ADDITION TO THE STRAIGHTEDGE PROVISIONS IN SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE SURFACE TOLERANCES SPECIFIED HEREIN. THE UPPERMOST LAYER OF ASPHALT CONCRETE SURFACING SHALL BE PROFILED IN THE PRESENCE OF THE ENGINEER USING A CALIFORNIA PROFILOGRAPH OR EQUIVALENT IN CONFORMANCE WITH CALIFORNIA TEST 526 AND AS SPECIFIED IN THESE SPECIAL PROVISIONS. THE CALIFORNIA PROFILOGRAPH OR EQUIVALENT WILL NOT BE REQUIRED FOR THE FOLLOWING AREAS OF THE PAVEMENT SURFACE BUT SHALL CONFORM TO THE STRAIGHTEDGE REQUIREMENTS IN SECTION 39 6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS: A. PAVEMENT WITH A TOTAL THICKNESS LESS THAN 0.24 FT (75 MM). B. PAVEMENT ON HORIZONTAL CURVES WITH A CENTERLINE CURVE RADIUS OF LESS THAN 1000 FT (300M) AND THE PAVEMENT WITHIN THE SUPERELEVATION TRANSITION ON THOSE CURVES. C. PAVEMENT PLACED IN A SINGLE LIFT WHEN REQUIRED BY THE SPECIAL PROVISIONS, D. PAVEMENT WITH EXTENSIVE GRADE OR CROSS SLOPE CORRECTION WHICH DOES NOT RECEIVE ADVANCE LEVELING OPERATIONS IN CONFORMANCE WITH THE PROVISIONS IN SECTION 39-6.02, "SPREADING," OF THE STANDARD SPECIFICATIONS. E. PAVEMENT FOR RAMPS AND CONNECTORS WITH STEEP GRADES AND HIGH RATES OF SUPERELEVATION, AS DETERMINED BY THE ENGINEER F. SHOULDERS AND MISCELLANEOUS AREAS. THE CONTRACTOR SHALL CONFORM TO CALIFORNIA TEST 526, EXCEPT A ZERO (NULL) BLANKING BAND SHALL BE USED FOR DETERMINING THE PROFILE INDEX. PRIOR TO BEGINNING PROFILES, THE PROFILOGRAPH SHALL BE CALIBRATED IN THE PRESENCE OF THE ENGINEER. TWO PROFILES SHALL BE OBTAINED WITHIN EACH TRAFFIC LANE, 3 FEET (ONE METER) FROM AND PARALLEL WITH THE EDGES OF THE LANE. PAVEMENTS PROFILED SHALL CONFORM TO THE FOLLOWING PROFILE INDEX REQUIREMENTS: A. PAVEMENT ON TANGENT ALIGNMENT AND PAVEMENT ON HORIZONTAL CURVES HAVING A CENTERLINE CURVE RADIUS OF 2000 FT (600 M) OR MORE SHALL HAVE A PROFILE INDEX OF 0.16 FT (48 MM) OR LESS FOR EACH 330 FT (100 M) SECTION PROFILED. B. PAVEMENT ON HORIZONTAL CURVES HAVING A CENTERLINE CURVE RADIUS OF 1000 FT (300 M) OR MORE BUT LESS THAN 2000 FT (600 M), INCLUDING THE PAVEMENT WITHIN THE SUPERELEVATION TRANSITION OF THESE CURVES, SHALL HAVE A PROFILE INDEX OF 0.32 FT (96 MM) OR LESS FOR EACH 330 FT (100 M) SECTION PROFILED. C. PAVEMENT WITHIN ANY 330 FT (100 M) SECTION, CONTAINING HIGH POINT AREAS WITH DEVIATIONS IN EXCESS OF 0.025 FT (7.5 MM) IN A LENGTH OF 25 FT (7.5 M) OR LESS, WHEN TESTED IN CONFORMANCE WITH THE REQUIREMENTS IN CALIFORNIA TEST 526, SHALL BE CORRECTED BY THE CONTRACTOR REGARDLESS OF THE PROFILE INDEX. THE CONTRACTOR SHALL COMPLETE INITIAL RUNS OF THE PROFILOGRAPH PRIOR TO OPENING THE PAVEMENT TO PUBLIC TRAFFIC. PROFILOGRAPH OPERATIONS SHALL BE IN CONFORMANCE WITH THE LANE CLOSURE REQUIREMENTS IN SECTION 6, "PUBLIC SAFETY" OF THESE SPECIFICATIONS. IF INITIAL PROFILES CANNOT BE MADE PRIOR TO OPENING THE PAVEMENT TO PUBLIC TRAFFIC, THE INITIAL RUNS OF THE PROFILOGRAPH SHALL BE MADE THE NEXT DAY THAT TRAFFIC CONTROL IS PERMITTED FOR THE AREA TO BE PROFILED, AREAS OF THE TOP SURFACE OF THE UPPERM( THAT DO NOT MEET THE SPECIFIED SURFACE T TOLERANCE BY ABRASIVE GRINDING. ABRASIVE INDIVIDUAL DEVIATIONS IN EXCESS OF 0.025 FT THE PAVEMENT TO BE WITHIN THE SPECIFIED T SUBJECTED TO ABRASIVE GRINDING SHALL RE( 0.025 FT (7.5 MM) WHICH CANNOT BE BROUGHT GRINDING SHALL BE CORRECTED BY EITHER (1; OVERLAY OF ASPHALT CONCRETE. THE CORRE SELECTED BY THE CONTRACTOR AND SHALL BI BEGINNING THE CORRECTIVE WORK. REPLACEI SPECIFIED TOLERANCES SHALL BE CORRECTEI CORRECTIVE WORK SHALL BE AT THE CONTRA( PROFILOGRAMS ON THE AREAS THAT HAVE RE( WORK UNTIL THE FINAL PROFILOGRAMS INDICA THE SPECIFIED TOLERANCE. WHEN ABRASIVE GRINDING IS USE ASPHALT CONCRETE SURFACING) ABRASIVE GRINDING SHALL BE PEI EACH LATERAL DIRECTION SO THA OFFSET FROM, AND PARALLEL WIT LONGITUDINAL DIRECTION SO THA PAVEMENT CENTERLINE, WITHIN A LAYER OF ASPHALT CONCRETE PAVEMENT RANGES SHALL BE BROUGHT WITHIN 5 MM), AND TO REDUCE THE PROFILE INDEX OF FRANCE. AREAS WHICH HAVE BEEN VE A SEAL COAT. DEVIATIONS IN EXCESS OF FO SPECIFIED TOLERANCE BY ABRASIVE =MOVAL AND REPLACEMENT OR (2) PLACING AN IVE METHOD FOR EACH AREA SHALL BE PPROVED BY THE ENGINEER PRIOR TO NT OR OVERLAY PAVEMENT NOT MEETING THE Y THE METHODS SPECIFIED ABOVE. )R'S EXPENSE. THE CONTRACTOR SHALL RUN VED ABRASIVE GRINDING OR CORRECTIVE THE PROFILE INDEX OF THE AREA IS WITHIN TO BRING THE TOP SURFACE OF THE LATERAL LIMITS OF GRIN , THE NEAREST LANE LINE OR SHALL UPPERMOST LAYER OF ANCES, ADDITIONAL HE AREA GROUND IN E AT A CONSTANT ENT EDGE, AND IN EACH -INES NORMAL TO THE BE NEAT ECEIVE A SEAL COAT THE ORIGINAL OF THE FINAL PROFILOGRAMS THAT INDICATE THE PAVEMENT SURFACE IS WITHIN THE PROFILE INDEX SPECIFIED SHALL BECOME THE PROPERTY OF THE STATE AND SHALL BE DELIVERED TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE CONTRACT. 11.04 UNDERGROUND INSTALLATION: ALL UNDERGROUND FACILITIES INCLUDING LATERALS, SHALL BE IN PLACE AND TESTED PRIOR TO PAVING THE STREET SECTION, INCLUDING, BUT NOT LIMITEE TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE, COMMUNICATIONS, CABLE TV, AND IRRIGATION. THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION FROM THE AFFECTED UTILITIES OF ACCEPTABLE TEST RESULTS PRIOR TO PROCEEDING WITH PAVING OPERATIONS. • ALL CRACKS SHALL BE CLEANED FOR THE ENTIRE CRACK DEPTH USING SANDBLASTING, BRUSHING, AND AIR BLOWING TECHNIQUES AS REQUIRED TO PROVIDE A CRACK FREE FROM ALL DEBRIS, DUST, LOOSE MATERIAL, AND MOISTURE, GAUGING OR PLOWING MAY BE REQUIRED TO REMOVE INCOMPRESSIBLE DEEP IN THE CRACK. • THE CLEAN CRACK SHALL BE FILLED WITH SEALANT, FROM THE BOTTOM UP TO SURFACE LEVEL, IN A MANNER WHICH DOES NOT RESULT IN SEALANT BRIDGING OR ENTRAPPED AIR POCKETS WITH DEEP CRACKS, SETTLEMENT OF SEALANT MAY OCCUR, THUS REQUIRING APPLICATION OF A SECOND LAYER OF SEALANT MATERIAL. FOR THE CRACKS WITH DEPRESSED SURFACE ON EACH SIDE OF THE CRACK SHALL BE OVER -FILLED BEYOND LEVEL WITH PAVEMENT SURFACE AND THEN SQUEEZED TO FILL IN DEPRESSED AREA NO MORE THAN 2" WIDE AND 1/16" THICK STRIP OF MATERIAL MAY BE APPLIED TO THE PAVEMENT SURFACE. • NO ASPHALT CONCRETE MATERIAL SHALL BE PLACED UNTIL CRACK SEAL MATERIAL HAS BEEN CURED, 11.05 SEAL COAT: A FOG SEAL COAT SHALL BE REQUIRED ON ALL ASPHALT CONCRETE SURFACES. AFTER FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING THE FOG SEAL COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11.06 ASPHALT: ASPHALT SHALL CONSIST OF REFINED PETROLEUM OR A MIXTURE OF REFINED LIQUID ASPHALT AND REFINED SOLID ASPHALT, PREPARED FROM CRUDE PETROLEUM. ASPHALT SHALL BE: A. FREE FROM RESIDUES CAUSED BY THE ARTIFICIAL DISTILLATION OF COAL, COAL TAR, OR PARAFFIN. B. FREE FROM WATER. C. HOMOGENEOUS, THE CONTRACTOR SHALL FURNISH ASPHALT IN CONFORMANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "CERTIFICATION PROGRAM FOR SUPPLIERS OF ASPHALT." THE DEPARTMENT MAINTAINS THE PROGRAM REQUIREMENTS, PROCEDURES, AND A LIST OF APPROVED SUPPLIERS AT: HTTP://WWW.DOT,CA.GOV/HQ/ESC/TRANSLAB/FPMCOC.HTM. THE CONTRACTOR SHALL ENSURE THE SAFE TRANSPORTATION, STORAGE, USE, AND DISPOSAL OF ASPHALT. THE CONTRACTOR SHALL PREVENT THE FORMATION OF CARBONIZED PARTICLES CAUSED BY OVERHEATING ASPHALT DURING MANUFACTURING OR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A SAMPLING DEVICE IN THE ASPHALT FEED LINE CONNECTING THE PLANT STORAGE TANKS TO THE ASPHALT WEIGHING SYSTEM OR SPRAY BAR THE SAMPLING DEVICE SHALL BE ACCESSIBLE BETWEEN 2.0 FT (600 MM) AND 2.5 FT (750 MM) ABOVE THE PLATFORM, THE CONTRACTOR SHALL PROVIDE A RECEPTACLE FOR FLUSHING THE SAMPLING DEVICE, THE SAMPLING DEVICE SHALL INCLUDE A VALVE: A. WITH A DIAMETER BETWEEN 10 MM AND 20 MM. B. MANUFACTURED IN A MANNER THAT A ONE -LITER SAMPLE MAY BE TAKEN SLOWLY AT ANY TIME DURING PLANT OPERATIONS. C. MAINTAINED IN GOOD CONDITION. THE CONTRACTOR SHALL REPLACE FAILED VALVES. IN THE PRESENCE OF THE ENGINEER, THE CONTRACTOR SHALL TAKE 2 ONE -LITER SAMPLES PER OPERATING DAY. THE CONTRACTOR SHALL PROVIDE ROUND FRICTION TOP CONTAINERS WITH ONE -LITER CAPACITY FOR STORING SAMPLES. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL HEAT AND APPLY ASPHALT IN CONFORMANCE WITH THE PROVISIONS IN SECTION 93, "LIQUID ASPHALTS." PAVING ASPHALT SHALL BE APPLIED AT A TEMPERATURE BETWEEN 250°F (120°C) AND 375°F (190°C). THE ENGINEER WILL DETERMINE THE EXACT TEMPERATURE OF PAVING ASPHALT. PERFORMANCE GRADE PAVING ASPHALT SHALL CONFORM TO THE TESTING REQUIREMENTS IN THE TABLE BELOW: PERFORMANCE GRADED ASPHALT BINDER PROPERTY AASHTO SPECIFICATION GRADE TEST METHOD PG 64-10 PG 64-16 PG 70-10 ORIGINAL BINDER FLASH POINT, MINIMUM°C T48 230 230 230 SOLUBILITY, MINIMUM %a T44 99 99 99 VISCOSITY AT 135 °C b MAXIMUM, Pa's T316 3.0 3.0 3.0 DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 64 64 70 MINIMUM G'/SIN(DELTA), KPa 1.00 1.00 1.00 RTFO TEST d T240 MASS LOSS, MAXIMUM, % 1.00 1.00 1.00 RTFO TEST AGED BINDER DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 64 64 70 MINIMUM W/SIN(DELTA), KPa 2,20 2.20 2.20 DUCTILITY AT 25 °C T51 MINIMUM G`SIN/(DELTA), KPa 75 75 75 PAVe AGING, R28 TEMPERATURE, OC 100 100 100 RTFO TEST AND PAV AGED BINDER DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 31c 280 34c MINIMUM G`/SIN(DELTA), KPa 5000 5000 5000 CREEP STIFFNESS, T313 TEST TEMPERATURE, °C 0 -6 0 MAXIMUM M -VALUE 300 300 300 MINIMUM M -VALUE 0.300 0.300 0.300 NOTES: a. THE ENGINEER WILL WAIVE THIS SPECIFICATION IF THE SUPPLIER IS A QUALITY SUPPLIER AS DEFINED BY THE DEPARTMENT'S "CERTIFICATION PROGRAM FOR SUPPLIERS OF ASPHALT." b. THE ENGINEER WILL WAIVE THIS SPECIFICATION IF THE SUPPLIER CERTIFIES THE ASPHALT BINDER CAN BE ADEQUATELY PUMPED AND MIXED AT TEMPERATURES MEETING APPLICABLE SAFETY STANDARDS. c. TEST THE SAMPLE AT 3°C HIGHER IF IT FAILS AT THE SPECIFIED TEST TEMPERATURE. G*SIN(DELTA) SHALL REMAIN 5000 KPA MAXIMUM. d. "RTFO TEST" MEANS THE ASPHALTIC RESIDUE OBTAINED USING THE ROLLING THIN FILM OVEN TEST, AASHTO TEST METHOD T240 OR ASTM DESIGNATION: D 2827. e. "PAWMEANS PRESSURIZED AGING VESSEL. 4 11110111"w 01010 "w"1111111111111 — MATCHLINE STATION 3+00 FOR CONTINUATION SEE ABOVE RIGHT W U)M 00 , r LU W ch \, LL' - - - - - - - - - - - - - - - - i A 3, Wv. . CONSTRUCTION KEYNOTES O INSTALL 4 -INCH YELLOW DOUBLE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 21. O2 INSTALL 4 -INCH YELLOW STRIPE PER CALTRANS STANDARD PLAN A20A, DETAIL 1. O3 INSTALL NEW STOP LEGEND AND STOP LINE PER CALTRANS STAND PLAN A24D AND A24E (THERMOPLASTIC). INSTALL NEW 4 -INCH WHITE EDGELINES PER DETAIL 27B CALTRANS STANDARD PLAN A20B. INSTALL NEW STOP SIGN PER DETAIL E ON SHEET 41. INSTALL W8-3 PAVEMENT END SIGN PER DETAIL E ON SHEET 41. O INSTALL W3-1 STOP AHEAD SIGN PER DETAIL E ON SHEET 41. a INSTALL DOUBLE ARROW W1-7 SIGN PER DETAIL EON SHEET 41 ® INSTALL STOP AHEAD LEGEND PER CALTRANS STANDARD DETAIL A24D. 10 INSTALL NEW STREET NAME SIGN PER DETAIL G ON SHEET 41 AND H ON SHEET 42. GENERAL SIGNING AND STRIPING NOTES: 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 2. 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. 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 5. 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. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 8. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 9. 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. 10. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 11. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF U_ RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. O J LU In w 12. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT Uj WERE SANDBLASTED. z O H D z H z O U it O U_ �— p EBEFORE TWO WORKING U u� - DAYS BEFORE U G YOU DIG TOLL FREE 81 p A PUBLIC SERVICE BY zUNDERGROUND SERVICE ALERT d i NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for MARK BY I DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER BENCHMARK: SEE SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE 11 SOLAR PROJECT IP 1600266 SHEET NO; OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA ��-4 CUP 03728 EA 42812 55 BUTCH AVF_NUF AND RIVERSIDE AVENUE SIGNAGE AND STRIPING PLAN 45 OF COUNTY FILE NO. %005 I -, P,..E3. �. ` G-1 8:TK T ftl N 27943 Z 0. (}, M Exp. 3-31-18 O The Holt Group, Inc. ENGINEERING - SURVEYING ` CONSTRUCTION MANAGEMENT - PLANNING 201E HOBSONWAY 70-225 HIGHWAY n i, SUITE D 1601 N . IMPERIAL AVE. BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE (760) 922.4658 PHONE: (760)'137-38a3 PHONE: (760) 328-5280 O FAX (760) 922-4660PAX p60) 328-5281 (760)337-5997 Srq�. Q V I L Q�\P € , APPR. DATE CA��F PREPARED BY: R.C.E. NO. REVISIONS COUNTY DATE BENCHMARK: SEE SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE 11 SOLAR PROJECT IP 1600266 SHEET NO; OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA ��-4 CUP 03728 EA 42812 55 BUTCH AVF_NUF AND RIVERSIDE AVENUE SIGNAGE AND STRIPING PLAN 45 OF COUNTY FILE NO. %005 I -, 0 0 z 0 0) W z J S V F a -01 40' 0' 40' 80' 120' 7t_ - SCALE: 1"=40' 30' 0' 30' 60' 90' SCALE: 1"=30' 0 ol 40'c0 0 SCALE: V=40' CONSTRUCTION KEYNOTES O1 INSTALL 4 -INCH YELLOW DOUBLE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 21. O INSTALL 4 -INCH THERMOPLASTIC YELLOW STRIPE PER CALTRANS STANDARD PLAN A20A, DETAIL 1. 03 INSTALL NEW STOP LEGEND AND STOP LINE PER CALTRANS STAND PLAN A24D AND A24E (THERMOPLASTIC). ® INSTALL NEW 4 -INCH WHITE EDGELINES PER DETAIL 27B CALTRANS STANDARD PLAN A20B. O INSTALL NEW STOP SIGN PER DETAIL E ON SHEET 41. 60 INSTALL W8-3 PAVEMENT END SIGN PER DETAIL E ON SHEET 41. O7 INSTALL W3-1 STOP AHEAD SIGN PER DETAIL E ON SHEET 41 AND THERMOPLASTIC STOP AHEAD LEGEND. INSTALL DOUBLE ARROW W1-7 SIGN PER DETAIL E ON SHEET 41. �9 INSTALL STOP AHEAD LEGEND PER CALTRANS STANDARD DETAIL A24D. 10 INSTALL NEW STREET NAME SIGN PER DETAIL G ON SHEET 41 AND H ON SHEET 42. 40' 0' 40' 80' 120' SCALE: 1"=40' 11 INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42.