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963y_grIN 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: f Lu Gil z z C o U) 2 F_ w a m w PSC aL a ri WM-1 WM-2 WM-4 WM-6 PERIMETER SEDIMENT CONTROL (SE -1, SE -5, ETC) AROUND PERIMETER OF STAGING AREA IF AREA IS NOT PAVED. PSC PSC FR NS -8 \ CONCRETE WM-9 76f, NS-9 M 1 WASHOUT O U_� LL WM-8 NS -10 �FR 3 2 2 STOCKPILE 7MARK BOUNDARY OF AREA TEMPORARY —� GATE AREA WITH ORANGE CONES TEMPORARY TC -1 STAGING AREA TC -3 ENTRANCE/EXIT PARKING AREA FOR RG F VEHICLES/EQUIPMENT NOTES: 1. CONTRACTOR SHALL ADJUST THE LAYOUT OF STAGING AREA BASED ON PROJECT SITE CONDITIONS AS NECESSARY. v 2. CONTRACTOR SHALL IMPLEMENT (L PERIMETER SIDEMENT CONTROL FOR STAGING AREA BASED ON PROJECT SITE CONDITIONS UPON THE APPROVAL OF THE RESIDENT ENGINEER. 3. RAIN GUAGE(S) SHALL BE LOCATED IN AN OPEN AREA AWAY FROM OBSTRUCTIONS SUCH AS TREES OR OVERHANGS. THE GAUGE SHALL BE MOUNTED ON A POST AT A HEIGHT OF 3 TO 5 FEET WITH THE GAUGE EXTENDING SEVERAL INCHES BEYOND THE POST. THE TOP OF THE GAUGE SHALL BE LEVEL. THE POST SHALL NOT BE LOCATED IN AN AREA WHERE RAINWATER CAN INDIRECTLY SPLASH FROM SHEDS, EQUIPMENT, TRAILERS, ETC. TEMPORARY FENCE TYPICAL STAGING AREA LAYOUT - DETAIL A NOT TO SCALE CRUSHED AGGREGATE GREATER THAN 75 mm (3 IN) BUT SMALLER THAN 150 mm (6 IN) CORRUGATED STEEL PANELS ORIGINAL -, - FILTER FABRIC GRADES ► 1 _______ - L_____ 300 mm (12 IN) MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A CRUSHED AGGREGATE GREATER THAN 75 mm (3 IN) BUT SMALLER THAN 150 mm (6 IN) ,- FILTER FABRIC ORIGINAL GRADE 300 mm (12 IN) MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B -B NTS SEDIMENT O TRAPPING DITCH TO CARRY RUNOFF DEVICE TO A SEDIMENT TRAPPING DEVICE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED AS LONG AS DESIGN IS ADEQUATE FOR FULL LENGTH CONSTRUCTION TRUCK VEHICLES. A ., V/ -- WASH RACK SUPPLY & CONSTRUCTION ENTRANCE - DETAIL B NOT TO SCALE X3938, X39 -2 1�3 Ndd 45 3J ' t 144U 115' 7 a br. ea 91s D AGE 51.3BUTCH BLVD. h2 MN SEE SHEET C-EC2 FOR EROSION N8T T4 �3 � SEE SHEET C-EC3 FOR 363.41'��THE BUTCH BOULEVARD AND RIVERSIDE CONTROL ALONG zo o' 793 - 7934 1933 7932 X �It ERROSI NCONTTHE SECONDARY 391 29 3927 7926 N89 4f U/526E 2PROPOSED 12' 92 0 0' 200; _ 400' 60 _ SCALE: 1 - 200 �( jl ACCESS ROAD. XEG SEG AVENUE ED EASEMENT 68-� SCE EASEMENT D ��' -- T LATH AND FLAGGING ON ALL SIDES 01= 1= = 0 `10 MIL PLASTIC-\ LINING A = � J PLAN TYPE "BELOW GRADE" NOT TO SCALE STAGING AREA WILL USE THE FOLLOWING BMPS PER LATEST REVISION OF CASQA STORMWATER BMP HANDBOOK: • SE -5 - FIBER ROLLS • SE -7 STREET SWEEPING AND VACUUMING • WE -1 - WIND EROSION CONTROL • TC -1 & TC -3 - STABILIZED CONSTRUCTION ENTRANCE 1 EXIT WITH TIRE WASH • WM-1 - MATERIAL DELIVERY AND STORAGE • WM-2 - MATERIAL USE • WM-3 - STOCK PILE MANAGEMENT • WM-4 - SPILL PREVENTION AND CONTROL • WM-5 - SOLID WASTE MANAGEMENT • WM-6-HAZARDOUS WASTE MANAGEMENT • WM-8 - CONCRETE WASTE MANAGEMENT • WM-9 - SANITARY / SEPTIC WASTE MANAGEMENT • NS -1 - WATER CONSERVATION PRACTICES • NS -8 - VEHICLE AND EQUIPMENT CLEANING • NS -9 - VEHICLE AND EQUIPMENT FUELING • NS -10 - VEHICLE AND EQUIPMENT MAINTENANCE • NS -12 - CONCRETE CURING • NS -13 - CONCRETE FINISHING 0 0 SECTION A -A NOT TO SCALE I CONCRETE WASHOUT AREA - DETAIL C NOT TO SCALE NOTE: QQ It I j a WORK CONTAINED WITHIN THESE PLANS E The C H O I 1t Group, Inc.1 /V~ /NWA SHALL NOT COMMENCE UNTIL AN o DIAL ENCROACHMENT PERMIT AND/OR A a C ENGINEERING' SURVEYING "CONSTRUCTION MANAGEMENT ` PLANNING C6 TWO WORKING GRADING PERMIT HAS BEEN ISSUED. B TK T m 201 E Ho$soNwnv o-225 wcHwnr ul, SUITE U BEFQRE r... 11 ` 1601 N. IMPERIAL AVE. DAYS BEFORE No. 27943 m YOU DIG ro PHONE 0A 92225 760 92 EL CENTRO, CA 92243 RANCHpHONEo(76G), 328,6280FORNA 92270 I'- YQU DIG Exp. 3-31-18 (lO ( ) 2-4658 PHONE: (760)337-3883 The private engineer soft these Hans 1s reVonsible for assuring the accuracy O FAX (760) 9222-4660 (760) 337-6$87 FAX (760) 328-5281 TOLL FREE $ and acceptability of the design hereon. In the event of discrepancies arising after sT9� Q w- ���Aof A PUBLIC SERVICE BY muntItapprovalorduring construction, the private engineershall be mponsible for MARK rBY DATE APPR. DATE PREPARED BY:R.C.E. NO, "WLUNDERGROUND SERVICE ALERT determining an awairtatde solution and revising the plans for aWoval by the county. REVISIONS DATE d ENGINEER COUNTY SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08!10!16 SCALE: H: V:. LEGEND EXISTING CONCRETE TO REMAIN O EXISTING DIRT ACCESS ROAD CLASS 2 BASE EXISTING FENCE EXISTING PROPERTY LINE SECTION LINE ----- RIGHT OF WAY ----- EASEMENT ----------------------- PHASE LINE ----------- POWER POLE + FIRE HYDRANT H04 TORTOISE FENCE CHAIN LINK FENCE — EXISTING MAJOR CONTOUR 5j - EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR - PROPOSED MINOR CONTOUR SENSITIVE AREA TO BE AVOIDED SOLAR PANEL LAYOUT BMP KEYNOTES 1Q INSTALL SILT FENCE PER FENCING PLAN SHEETS F1 THROUGH F4. Q2 CONTRACTOR SHALL LOCATE THE PORTABLE RESTROOM FACILITIES TO A LOCATION APPROVED BY THE ENGINEER. SEE TYPICAL STAGING AREA LAYOUT DETAIL A. 03 INSTALL CONSTRUCTION ENTRANCE PER DETAIL B ON THIS SHEET. ® INSTALL CONCRETE WASHOUT AREA PER CALIFORNIA BMP HANDBOOK WM-8 DETAILS. SEE DETAIL C ON THIS SHEET. BLYTHE If SOLAR PROJECT IP 160026 SHEET NO, OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 C -EC 1 EROSION CONTROL PLAN 47 of 50 FOR: W.O. COUNTY /\ FILE NO. y( SEE SHEET EC1 r 0 W H W ujZ LuW (A SEE ABOVE LEFT MATCHLINE AT STA 35+00 a z y z M O V w m 0 a Q BMP KEYNOTES Q CONTRACTOR SHALL LOCATE THE PORTABLE RESTROOM FACILITIES TO A LOCATION APPROVED BY THE RESIDENT ENGINEER. �2 INSTALL TWO (2) LAYER GRAVEL -FILLED BAGS AT AND ALONG THE DOWNSTREAM LOCATIONS OF THE EXISTING/NEW CONCRETE STORMWATER CONVEYANCE FACILITIES. Q3 INSTALL GRAVEL BAGS PER DETAIL B ON SHEET EC4 THE GRAVEL BAGS SHALL BE INSTALLED AT EXISTING OR NEW CATCH BASINS AS DIRECTED BY THE ENGINEER. ® INSTALL CONCRETE WASHOUT AREA PER CALIFORNIA BMP HANDBOOK WM-8 DETAILS. SEE DETAIL A ON SHEET EC4. O INSTALL SHEET ECONSTRUCTION ENTRANCE PER DETAIL C ON INSTALL TEMPORARY FIBER ROLLS PER DETAIL D SHEET EC4. 100' 0' 100' 200' 300' I lt_ SCALE: 1"=100' LEGEND 1. TEMPORARY FIBER ROLLS 2. PORTABLE TOILET 3. TEMPORARY CONSTRUCTION ENTRANCE 4. EXISTING NATIVE ROADWAY 5. GRAVEL BAGS 6. EXISTING A.C. PAVEMENT 7. NEW A.C. PAVEMENT 8. TEMPORARY CONCRETE WASHOUT AREA -FR FR -FR - ml EROSION CONTROL NOTES: 1. STREET SWEEPING (DURING MASS GRADING ACTIVITIES, STREETS WILL BE SWEPT AS NECESSARY TO PREVENT DIRT AND DUST FROM LEAVING THE CONSTRUCTION AREA). 2. EROSION CONTROL MEASURES SHOWN ON THIS SHEET ARE THE MINIMUM REQUIRED, CONTRACTOR SHALL INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES (BMPS) PER THE REQUIREMENTS OF THE WATER POLLUTION CONTROL PROGRAM. BMPS SHALL MEET INDUSTRY RECOMMENDED STANDARDS, AND IN ACCORDANCE WITH CONSTRUCTION GENERAL PERMIT. 3. EROSION CONTROL PLAN INCLUDES ALL POSSIBLE BMPS FOR THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL APPLY APPROPRIATE BMPS FOR EACH PHASE OF CONSTRUCTION, R SHALL PROVIDE 4. CONTRACTOR ADEQUATE DUST SUPPRESSION TO MEET ALL COUNTY OF RIVERSIDE AIR POLLUTION CONTROL DISTRICT REQUIREMENTS. 5. 15 MPH MAX SPEED LIMIT POSTED ON SITE. 6. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 7. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. IF CONDITIONS WARRANT IT, THE SWPPP MAY BE MODIFIED AS LONG AS THE ORIGINAL ENVIRONMENTAL PROTECTIONS INTENDED ARE MAINTAINED. ANY ALTERATIONS TO THE SWPPP MUST BE NOTED AND JUSTIFIED IN THE SWPPP BINDER KEPT ON SITE. 8. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEE INSTALLED. TEMPORARY CONSTRUCTION BMPS FOR OFFSITE IMPROVEMENTS ao BMP �55'S Zoo DETAIL D SHEET EC4. nw ITEM UNIT QUANTITY NOTES/ COMMENT NO. EXISTING SURFACE S=2.0%l SITE MANAGEMENT INCLUDES, BUT IS NOT LIMITED TO, NS -1 THROUGH NS -15 AND WM-1 THROUGH CONSTRUCTION SITE AND SWPPP MANAGEMENT LS 1 WM-10, REFER TO LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS AND CALTRANS } 5� 5' I CONSTRUCTION SITE BMPS MANUAL. PLASTIC COVERS SHALL BE USED TO COVER STOCKPILES PRIOR TO OCCURRENCE OF A RAIN WM-3 STOCKPILE MANAGEMENT (PLASTIC COVERS AND LS 1 EVENT OR IF THE STOCKPILES ARE INACTIVE FOR MORE THAN A PERIOD OF 14 DAYS. PLASTIC FIBER ROLLS) COVERS SHALL BE UV PROOF, FIBER ROLLS SHALL BE INSTALLED SECURELY AROUND THE PERIMETER OF THE STOCKPILE FOR EROSION CONTROL. SE -7 STREET SWEEPING LS 1 STREET SWEEPING SHALL BE PERFORMED DAILY AS NECESSARY TO ENSURE TRAVELED WAYS ARE FREE OF DIRT. SE -5 TEMPORARY FIBER ROLLS LF 8700 PERIMETER CONTROL, PLACED ALONG THE CONSTRUCTION LIMITS AS SHOWN ON THIS PLAN FOR EROSION CONTROL. WE -1 WIND EROSION CONTROL LS 1 MAINTAIN DUST CONTROL THROUGHOUT THE ENTIRE SITE FOR THE DURATION OF THE PROJECT. WATER TRUCKS, OR EQUIVALENT BMP, SHALL BE USED FOR DUST SUPPRESSION. TEMPORARY CONSTRUCTION ENTRANCE/ EXIT THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED UNTIL FINAL PAVEMENT TC -1 & TC -3 WITH TIRE WASH EACH 2 CONSTRUCTION IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR TRACKING CONTROL THROUGH REGULAR STREET SWEEPING, GRIZZLY PADS, OR OTHER TRACKING CONTROL MEANS. TEMPORARY RESTROOM FACILITIES EACH 2 THE RESTROOM FACILITIES SHALL BE SECURED FROM OVERTURNING IN HIGH WIND CONDITIONS 9. THE STOCKPILE AREA AND VEHICLE STORAGE AREA: IF ROCK BASE IS REMOVED AT CONSTRUCTION, AREA SHALL BE SEEDED AS SPECIFIED OR PERMANENT SOIL STABILIZATION WITHIN 14 DAYS OF FINAL GRADING. 10. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, ALL NON -BASIN, EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED. 11. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT. 12. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 13. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCE THAT APPLY. 14. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 15. DRAIN INLET PROTECTION SHALL BE PROVIDED THROUGHOUT THE DURATION OF THE PROJECT. EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND THE CONNECTING PIPE SHALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION ON ANY EXPOSED AREAS WHEN THE PROJECT IS COMPLETE. 17. EXISTING VEGETATION ADJACENT TO THE PROJECT LIMITS NOT IMPACTED BY THE CONSTRUCTION WORK SHALL BE PRESERVED IN PLACE PER CASQA BMP EC -2 'PRESERVATION OF EXISTING VEGETATION'. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO PROTECT EXISTING VEGETATION. L._ I O LL w On ZOO Zw O 0. I 0 z 411x11Il m. 1.0' MATCH EXISTING NATIVE EARTH 5=2.0�>�► STALL TEMPORARY BER ROLLS PER DETAIL SHEET EC4. 13.0' A. C. PAVEMENT _S=2.0% TYPICAL SECTION NTS tmi 30.0' W O LL tt t0 W N J Q o U W W w U) V 1- Q 8.01 ao INSTALL TEMPORARY 1.0' FIBER ROLLS PER �55'S Zoo DETAIL D SHEET EC4. nw Ott I CLASS 2 BASE EXISTING SURFACE S=2.0%l 1 } 5� 5' I MATCH - EXISTING 0 z N) 100' 0' 100' 200' 300' SCALE: V=100' SEE RIGHT MATCHLINE AT STA 15+67.09N 0+00 z wBMP BMP KEYNOTES D CONTRACTOR SHALL LOCATE THE PORTABLE J 1 RESTROOM FACILITIES TO A LOCATION APPROVED BY BEFORE DAYS BEFORE UNIT THE RESIDENT ENGINEER. Q INSTALL TWO ((2) LAYER GRAVEL -FILLED BAGS AT AND NOTES/ COMMENT YOU DIG YOU DIG 49 OF 50 SHI FOR: ALONG THE DC3WNSTREAM LOCATIONS OF THE COUNTY FILE NO. '< 9 EXISTINGMEW CONCRETE STORMWATER Og TOLL FREE 811 CONVEYANCE FACILITIES. Uj M a. LS 1 WM-10, REFER TO LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS AND CALTRANS Q INSTALL GRAVEL BAGS PER DETAIL B ON SHEET 31 A PUBLIC SERVICE BY THE GRAVEL BAGS SHALL BE INSTALLED AT EXISTING Z UNDERGROUND SERVICE ALERT OR NEW CATCH BASINS AS DIRECTED BY THE O g ENGINEER. QV STOCKPILE MANAGEMENT (PLASTIC COVERS AND d ® INSTALL CONCRETE WASHOUT AREA PER CALIFORNIA F- EVENT OR IF THE STOCKPILES ARE INACTIVE FOR MORE THAN A PERIOD OF 14 DAYS. PLASTIC L1 BMP HANDBOOK WM-8 DETAILS. SEE DETAIL A ON rn z SHEET 31. w Q c~» 0 INSTALL CONSTRUCTION ENTRANCE PER DETAIL C ON SE -7 STREET SWEEPING SHEET 31. 1 STREET SWEEPING SHALL BE PERFORMED DAILY AS NECESSARY TO ENSURE TRAVELED WAYS ARE D © INSTALL TEMPORARY FIBER ROLLS PER DETAIL D 9 SHEET 31. �tl to BMP O CO DIAL TWO WORKING J 1 CUP 03728 EA 42812 BEFORE DAYS BEFORE UNIT QUANTITY NOTES/ COMMENT YOU DIG YOU DIG 49 OF 50 SHI FOR: W.O. COUNTY FILE NO. '< 9 Og TOLL FREE 811 SITE MANAGEMENT INCLUDES, BUT IS NOT LIMITED TO, NS -1 THROUGH NS -15 AND WM-1 THROUGH a. LS 1 WM-10, REFER TO LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS AND CALTRANS A PUBLIC SERVICE BY Qz UNDERGROUND SERVICE ALERT PLASTIC COVERS SHALL BE USED TO COVER STOCKPILES PRIOR TO OCCURRENCE OF A RAIN LEGEND 1. TEMPORARY FIBER ROLLS 2. PORTABLE TOILET 3. TEMPORARY CONSTRUCTION ENTRANCE 4. EXISTING NATIVE ROADWAY 5. GRAVEL BAGS 6. EXISTING A.C. PAVEMENT 7. NEW A.C. PAVEMENT 8. TEMPORARY CONCRETE WASHOUT AREA 9. SAMPLING POINT 10. TEMPORARY SILT FENCE -FR • SP# -SF-SF-SF- NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SEE LEFT MATCHLINE AT STA 15+67.09N 100' 0' 100' 200' 300' SCALE: V=100' EROSION CONTROL NOTES: 1. STREET SWEEPING (DURING MASS GRADING ACTIVITIES STREETS WILL BE SWEPT AS NECESSARY TO PREVENT DIRT AND DUST FROM LEAVING THE CONSTRUCTION AREA 2 EROSION CONTROL MEASURES SHOWN ON THIS SHEET ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES (BMPS) PER THE REQUIREMENTS OF THE WATER POLLUTION CONTROL Pf�OGRAM. BMPS SHALL MEET INDUSTRY RECOMMENDED STANDARDS, AND IN ACCORDANCE WITH CONSTRUCTION GENERAL PERMIT, 3. EROSION CONTROL PLAN INCLUDES ALL POSSIBLE BMPS FOR THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL APPLY APPROPRIATE BMPS FOR EACH PHASE OF CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE ADEQUATE DUST SUPPRESSION TO MEET ALL COUNTY OF RIVERSIDE AIR POLLUTION CONTROL DISTRICT REQUIREMENTS. 5. 15 MPH MAX SPEED LIMIT POSTED ON SITE. 6. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 7. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. IF CONDITIONS WARRANT IT, THE SWPPP MAY BE MODIFIED AS LONG AS THE ORIGINAL ENVIRONMENTAL PROTECTIONS INTENDED ARE MAINTAINED. ANY ALTERATIONS TO THE SWPPP MUST BE NOTED AND JUSTIFIED IN THE SWPPP BINDER KEPT ON SITE. 8. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEE INSTALLED. 9. THE STOCKPILE AREA AND VEHICLE STORAGE AREA: IF ROCK BASE IS REMOVED AT CONSTRUCTION, AREA SHALL BE SEEDED AS SPECIFIED OR PERMANENT SOIL STABILIZATION WITHIN 14 DAYS OF FINAL GRADING. The private engineer signing these plans a 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 shag be responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the County. ENGINEER REVISIONS r W I- W W W W V) TEMPORARY CONSTRUCTION BMPS BMP OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 ITEM UNIT QUANTITY NOTES/ COMMENT NO. 49 OF 50 SHI FOR: W.O. COUNTY FILE NO. '< 9 SITE MANAGEMENT INCLUDES, BUT IS NOT LIMITED TO, NS -1 THROUGH NS -15 AND WM-1 THROUGH CONSTRUCTION SITE AND SWPPP MANAGEMENT LS 1 WM-10, REFER TO LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS AND CALTRANS CONSTRUCTION SITE BMPS MANUAL. PLASTIC COVERS SHALL BE USED TO COVER STOCKPILES PRIOR TO OCCURRENCE OF A RAIN WM-3 STOCKPILE MANAGEMENT (PLASTIC COVERS AND LS 1 EVENT OR IF THE STOCKPILES ARE INACTIVE FOR MORE THAN A PERIOD OF 14 DAYS. PLASTIC FIBER ROLLS) COVERS SHALL BE UV PROOF. FIBER ROLLS SHALL BE INSTALLED SECURELY AROUND THE PERIMETER OF THE STOCKPILE FOR EROSION CONTROL. SE -7 STREET SWEEPING LS 1 STREET SWEEPING SHALL BE PERFORMED DAILY AS NECESSARY TO ENSURE TRAVELED WAYS ARE FREE OF DIRT. SE -5 TEMPORARY FIBER ROLLS LF 15429 PERIMETER CONTROL, PLACED ALONG THE CONSTRUCTION LIMITS AS SHOWN ON THIS PLAN FOR EROSION CONTROL. WE -1 WIND EROSION CONTROL LS 1 MAINTAIN DUST CONTROL THROUGHOUT THE ENTIRE SITE FOR THE DURATION OF THE PROJECT. WATER TRUCKS, OR EQUIVALENT BMP, SHALL BE USED FOR DUST SUPPRESSION. TEMPORARY CONSTRUCTION ENTRANCE/ EXIT THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED UNTIL FINAL PAVEMENT TC -1 & TC -3 WITH TIRE WASH EACH 3 CONSTRUCTION IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR TRACKING CONTROL THROUGH REGULAR STREET SWEEPING, GRIZZLY PADS, OR OTHER TRACKING CONTROL MEANS. TEMPORARY RESTROOM FACILITIES EACH 2 THE RESTROOM FACILITIES SHALL BE SECURED FROM OVERTURNING IN HIGH WIND CONDITIONS 10, SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, ALL NON -BASIN, EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED. 11. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN(7) HOURS RAINFALL EXCEEDING DAYS AND WITHIN 24 AI X I NG 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT. 12. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 13 GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCE THAT APPLY. 14. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 15. DRAIN INLET PROTECTION SHALL BE PROVIDED THROUGHOUT E OUGHOU THE E DURATION OF THE PROJECT. EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND THE CONNECTING PIPE SHALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 16 GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION ON ANY EXPOSED - AREAS WHEN THE PROJECT IS COMPLETE. 1T EXISTING VEGETATION ADJACENT TO THE PROJECT LIMITS NOT IMPACTED BY THE CONSTRUCTION WORK SHALL BE PRESERVED IN PLACE PER CASQA BMP EC-2'PRESERVATION OF EXISTING VEGETATION'. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO PROTECT EXISTING VEGETATION. R.) DATE COUNTY � 4y �• B TK. T Z No.27943 IT �x Exp. 3-31-18 /0 93 The Holt Group, Inc. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201E HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BLYTHE CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE (760) 922-4658 PHONE: (760) 337-3883 PHONE: (760) 3285280 FAX (760)922-4660 �A% (760)337.5997 FAX (760)328-5281 MATCH - EXISTING NATIVE EARTH PREPARED BY:` R.C.E. NO, 27943 DATE 08/10/16 t' 1.0' wINSTALL TEMPORARY FIBER ROLLS PER DETAIL D SHEET 4 - / I 9. BENCHMARK: INSTALL TEMPORARY FIBER ROLLS PER DETAIL D SHEET 49. FLAT SEE S SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCA H 1001 V: NTS 2.0' 'g) N 100 U 100' 200 300' SCALE: 1"=100' BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 C-EC3 TYPICAL SECTION B -B SEE S SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCA H 1001 V: NTS 2.0' 'g) N 100 U 100' 200 300' SCALE: 1"=100' BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 C-EC3 SECONDARY ACCESS ROAD EROSION CONTROL PLAN 49 OF 50 SHI FOR: W.O. COUNTY FILE NO. '< 9 ( 10 b MIL PLASTIC BERM LINING7­1 SECTION A -A NOT TO SCALE LATH AND FLAGGING ON ALL SIDES 10'-01, MIN 0 = 0 O O Ms to] O O 0 CONCRETE WASHOUT AREA - DETAIL A NOT TO SCALE o w m z O o CO) w D d U3 Q F z Z Q w co z 5 00 w w z z WON w Lu i /g1 INSTALL MULTIPLE FIBER W w ROLLS AS APPLICABLE PER PLANS. w w Ik 6 to 7.9 8 to 10 10+ INTERVAL BETWEEN BERM 10 MIL �\ 75' 50' 25' PLASTIC INSTALL MULTIPLE O FIBER ROLLS AS A LININGLl O O Ms to] O O 0 CONCRETE WASHOUT AREA - DETAIL A NOT TO SCALE o w m z O o CO) w D d U3 Q F z Z Q w co z 5 00 w w z z WON w Lu i /g1 INSTALL MULTIPLE FIBER W w ROLLS AS APPLICABLE PER PLANS. 2" z N SLOPE Vq ' __RIES INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. 1 -FOOT DIAMETER FIBER ROLL f 314" X 3/4" X 24" WOOD `J STAKES WITH MAXIMUM SPACING OF 4 -FOOT ON CENTER. TYPICAL FIBER ROLL INSTALLATION - DETAIL D NOT TO SCALE TP 4'-0" INTERVAL (SEE TABLE) TYP PILLWAY GRAVEL BAG BERM SIDEWALK OR SHOULDER BACKING b FLOW CURB OR DIKE DRAINAGE INLET— 4'4" MIN FROM EDGE OF TRAVELED WAY ( f— ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BERM) DRAINAGE INLET AT GRAVEL BAG BERMS PLACED SAG OR LOW POINT i TO INTERCEPT RUNOFF FROM CONVERGING DIRECTIONS CURB OR DIKE X -SPILLWAY EDGE OF TRAVELED WAY — ROADWAY -- PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BERM) GRAVEL BAG BERM (TYPE 3A) SPACING TABLE SPILLWAY) STACK GRAVEL -FILLED :j BAGS 1 -LAYER HIGH FOR SPILLWAY AND 2 -LAYERS HIGH FOR REMAINING BERM SLOPE OF ROADWAY (PERCENT) w w Ik 6 to 7.9 8 to 10 10+ INTERVAL BETWEEN BERM d 75' 50' 25' ill INSTALL MULTIPLE W FIBER ROLLS AS ' w APPLICABLE PER STAGING AREA BASED ON PROJECT SITE PLANS. CONDITIONS UPON THE APPROVAL OF WM-1 MATERIAL STORAGE AREA THE RESIDENT ENGINEER. WM-3 d w VERTICAL SPACING M' MEASURED ALONG SPILL PREVENTION AND CONTROL ENGINEER WM-5 THE FACE OF THE it SLOPE VARIES ' BETWEEN 10' AND ". 20'I TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 2" z N SLOPE Vq ' __RIES INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. 1 -FOOT DIAMETER FIBER ROLL f 314" X 3/4" X 24" WOOD `J STAKES WITH MAXIMUM SPACING OF 4 -FOOT ON CENTER. TYPICAL FIBER ROLL INSTALLATION - DETAIL D NOT TO SCALE TP 4'-0" INTERVAL (SEE TABLE) TYP PILLWAY GRAVEL BAG BERM SIDEWALK OR SHOULDER BACKING b FLOW CURB OR DIKE DRAINAGE INLET— 4'4" MIN FROM EDGE OF TRAVELED WAY ( f— ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BERM) DRAINAGE INLET AT GRAVEL BAG BERMS PLACED SAG OR LOW POINT i TO INTERCEPT RUNOFF FROM CONVERGING DIRECTIONS CURB OR DIKE X -SPILLWAY EDGE OF TRAVELED WAY — ROADWAY -- PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BERM) GRAVEL BAG BERM (TYPE 3A) SPACING TABLE SPILLWAY) STACK GRAVEL -FILLED :j BAGS 1 -LAYER HIGH FOR SPILLWAY AND 2 -LAYERS HIGH FOR REMAINING BERM SLOPE OF ROADWAY (PERCENT) 1 to 3.9 4 to 5.9 6 to 7.9 8 to 10 10+ INTERVAL BETWEEN BERM 100' 75' 50' 25' 12' For slope of less than 1%, install barriers only if erosion/sediment is prevalent WM-1 WM-3 WM-4 WM-6 NS -8 NS -9 NS -10 PERSPECTIVE PLACE ADDITIONAL BAGS ON TOP OF CURB AND UPSTREAM OF GRAVEL BAG BERM TO PREVENT OVER TOPPING. INSTALL GRAVEL -FILLED BAGS FLUSH AGAINST CURB OR DIKE FACE. NSTRUCT GRAVEL BAG RM BY TIGHTLY BUTTING p O* END OF GRAVEL BAG BERM —r EXTEND AS NECESSARY TO FORCE PONDED RUNOFF OVER SPILLWAY INSTEAD OF OUTFLANKING AROUND END OF BERM. TYPICAL DRAINAGE INLET PROTECTION GRATE INLET - DETAIL B NOT TO SCALE PERIMETERSEDIMENT AROUND PERIMI=TER ETC) STAGING AREA IF AREA IS NOT PAVED. TSC WM-9 WM-9 VI a MARK BOUNDARY OF AREA WITH ORANGE CONES TC -1 TC -3 PARKING AREA FOR VEHICLES/EQUIPMENT NOTES: BMP LEGEND 1. CONTRACTOR SHALL ADJUST THE LAYOUT crE n, B T K. LT % No. 27943 m Exp. 3-31-18 p O sT�r QP CAu ��P The Holt Group Inc . ' ENGINEERING *SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201E HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BHONE: C(792225 E4 CENTRO, GA 92243 PHONEO(76o) 28-280FGRNIA 92270 PHONE: (760)922-4658 PHONE FAX - (760)337 3883 FAX (760)328-5281 (760) 922-4660 (760) 337-5997 41 OF STAGING AREA BASED ON PROJECT SC -1 SILT FENCING SITE CONDITIONS AS NECESSARY. SC -5 FIBER ROLLS 2. CONTRACTOR SHALL IMPLEMENT NS -8 VEHICLE AND EQUIPMENT CLEANING PERIMETER SIDEMENT CONTROL FOR NS -10 VEHICLE AND EQUIPMENT MAINTENANCE STAGING AREA BASED ON PROJECT SITE CONDITIONS UPON THE APPROVAL OF WM-1 MATERIAL STORAGE AREA THE RESIDENT ENGINEER. WM-3 STOCKPILE MANAGEMENT BY WM-4 SPILL PREVENTION AND CONTROL ENGINEER WM-5 SOLID WASTE MANAGEMENT W.O. WM-6 HAZARDOUS WASTE MANAGEMENT SCALE: H v. WM-9 SANITARY/SEPIC WASTE MANAGEMENT TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -3 TEMPORARY ENTRANCE/OUTLET TIRE WASH WE -1 WIND EROSION CONTROL (TO BE IMPLEMENTED FOR UNPAVED/NATIVE AREAS STOCKPILE MANAGEMENT) TYPICAL STAGING AREA LAYOUT - DETAIL E NOT TO SCALE I r w a. zUNDERGROUND DIAL TWO WORKING BEFORE ,< DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, crE n, B T K. LT % No. 27943 m Exp. 3-31-18 p O sT�r QP CAu ��P The Holt Group Inc . ' ENGINEERING *SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201E HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BHONE: C(792225 E4 CENTRO, GA 92243 PHONEO(76o) 28-280FGRNIA 92270 PHONE: (760)922-4658 PHONE FAX - (760)337 3883 FAX (760)328-5281 (760) 922-4660 (760) 337-5997 41 BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' BLYTHE If SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 EROSION CONTROL DETAILS. SHEET NO. C-EC4 50 OF .�, � .cS, HTS 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 shag be responsible for determininganacceptablesolutionand revisingthe plansfor approvalbythecounty. MARK BY DATE ENGINEER PREPARED B R.C.E. NO. 27943 DATE 08/10/16 FOR: CRUSHED AGGREGATE GREATER THAN 75 mm (3 IN) BUT SMALLER THAN 150 mm (6 IN) FILTER FABRIC ORIGINAL GRADE 300 mm (12 IN) MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NTS NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED AS LONG AS DESIGN IS ADEQUATE FOR FULL LENGTH CONSTRUCTION TRUCK VEHICLES. CONSTRUCTION ENTRANCE - DETAIL C NOT TO SCALE crE n, B T K. LT % No. 27943 m Exp. 3-31-18 p O sT�r QP CAu ��P The Holt Group Inc . ' ENGINEERING *SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201E HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BHONE: C(792225 E4 CENTRO, GA 92243 PHONEO(76o) 28-280FGRNIA 92270 PHONE: (760)922-4658 PHONE FAX - (760)337 3883 FAX (760)328-5281 (760) 922-4660 (760) 337-5997 41 BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' BLYTHE If SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 EROSION CONTROL DETAILS. SHEET NO. C-EC4 50 OF .�, � .cS, HTS REVISIONS DATE PREPARED B R.C.E. NO. 27943 DATE 08/10/16 FOR: W.O. COUNTY FILE NO. Vs I I SCALE: H v. [APPR.1 COUNTY