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963y_demoIN 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 Iz w z z z O n U) 3 w w Y w C�7 d Z J CL W z O J O z W Q V X W q BLYTHE SOLAR II PROJECT SITE e - \ APN 621-1'10-006 COUNTY OF RIVERSIDE 1 < tp - ----- P.O. BOX 1180 -CF) 04 RIVERSIDE, ERSIDE, CA 92502 STA N U CD STA 3+60N l i / /I` II Ilg K v 11 11� COUNTY OF� I APN 821-110-004 RIVERSIDE GILA FARM LAND LLG 5700 WILSHIRE BOULEVARD #330 LOS ANGELES, CA 90003 APN 821-120-028 – COUNTY OF RIVERSIDE ALTA GAS POWER HOLDINGS US INC. PORT HURON, M11480611-5004 CITY OF BLYTHE LIMITS - II 11--- SUR1�N SI-T Q .J r N CL W' W ca Z, STA 30+OOH APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 N O COUNTY OF RIVERSIDE W � (L--------------`�Y---------------- L II II -- 11 II _ (/) z W � LU vJ SECONDARY inJ ACCESS ROAD M! SHEET INDEX a a DIAL TWO WORKING w BEFORE .u. DAYS BEFORE h YOU DIG YOU DIG O TOLL FREE 811 d O A PUBLIC SERVICE BY z UNDERGROUND SERVICE ALERT Q �• 0 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SHEET S=SHEET 5SHEET 5 32 SHEET 112TH ,8.- ERSIDE AVE Ul IP TAG ^L34230"UP 1" HEFT of - F- / 'A40c l N i�A9gh- SHEET 12 W 0 ,. .N yTHEET 6FF_ SHEET 7 -_ASH -ET 7SHE 53 FD 1 1/2" IP TAG "LS 4230" UP 4" Z APN 00 —COUNTYOF - • BOX 1180 F Ti Fs l RIVERSIDE, e • STA N U CD STA 3+60N l i / /I` II Ilg K v 11 11� COUNTY OF� I APN 821-110-004 RIVERSIDE GILA FARM LAND LLG 5700 WILSHIRE BOULEVARD #330 LOS ANGELES, CA 90003 APN 821-120-028 – COUNTY OF RIVERSIDE ALTA GAS POWER HOLDINGS US INC. PORT HURON, M11480611-5004 CITY OF BLYTHE LIMITS - II 11--- SUR1�N SI-T Q .J r N CL W' W ca Z, STA 30+OOH APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 N O COUNTY OF RIVERSIDE W � (L--------------`�Y---------------- L II II -- 11 II _ (/) z W � LU vJ SECONDARY inJ ACCESS ROAD M! SHEET INDEX a a DIAL TWO WORKING w BEFORE .u. DAYS BEFORE h YOU DIG YOU DIG O TOLL FREE 811 d O A PUBLIC SERVICE BY z UNDERGROUND SERVICE ALERT Q �• 0 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SHEET S=SHEET 5SHEET 5 32 SHEET 112TH ,8.- ERSIDE AVE Ul IP TAG ^L34230"UP 1" HEFT of - F- / 'A40c l N i�A9gh- SHEET 12 W 0 ,. .N yTHEET 6FF_ SHEET 7 -_ASH -ET 7SHE 53 FD 1 1/2" IP TAG "LS 4230" UP 4" Z 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 DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER BENCHMARK: SET ON TOP OF 2 -INCH BRASS DISK ON A CONCRETE MONUMENT STAMPED "FLY 1948", NATIONAL GEODETIC SURVEY 1981 13.0 KM (8.1 MI) WEST FROM BLYTHE. 13.0 KM (8.1 MI) WEST ALONG HOBSONWAY FROM THE JUNCTION OF U.S. HIGHWAY 95 IN BLYTHE, 102.1 METERS (235 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING BELONGING TO THE BLYTHE TRAP SHOOT CLUB, 39.3 METERS (129 FT) NORTH ACROSS A GRAVEL ROAD FROM THE CENTERLINE OF HOBSONWAY, 26.8 METERS (88.0 FT) NORTH OF A BARBED WIRE RIGHT-OF-WAY FENCE, 24.9 METERS (81.7 FT) NORTH OF THE FIRST POWER POLE WEST OF A SPUR LINE TO THE TRAP CLUB, 13.2 METERS (43.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD. THE MARK IS 2.35 METERS N FROM A WITNESS POST. THE MARK IS ABOVE LEVEL WITH HOBSONWAY. EL= 391.57' -� �- ET 17:w SHEET 18 S E o+7- -_. o — ..._ J N _ �+ APN 824-101-021 M h BLYTHE ENERGY U) P.O. BOX 1210 BLYTHE, CA 92226 COUNTY OF RIVERSIDE AP38GILAIFARM LAND LLG ` 5700 WILSHIRE BOULEVARD #330 _fl= LOS ANGELES, CA 90003 _T7 , w LLI V■ ■ it V I c co �J 0{MQ .IJ4[II Pill 11 1Y U) APN 821-101-022 1 USA P.O. BOX 281213 LAKEWOOD, CO. 80228 — — — COUNTY OF RIVERSIDE/CITY OF BLYTHE LIMIT LINE NOTE THE CONTRACTOR SHALL BE REQUIRED TO "POT -HOLE" THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE THE "POT -HOLING" ACTIVITIES WITH THE UTILITY COMPANIES AND THE SPECIAL INSPECTOR. IT SHALL BE VERIFIED THAT THE EXISTING UTILITIES ARE LOCATED BELOW THE SUBBASE DESIGN ELEVATION OF THE NEW IMPROVEMENTS. RELOCATION OF THE UTILITIES SHALL BE COORDINATED WITH THE UTILITY COMPANY AND CDC&R. THERE ARE EXISTING UNDERGROUND FIBER OPTIC, TELEPHONE CABLE, WATER, AND SEWER. THE CONTRACTOR SHALL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF SUBGRADE ALONG THE NEW IMPROVEMENT STRUCTURAL SECTIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE UTILITIES PRIOR TO ANY EXCAVATION. AFTER ALL "POT -HOLE" EXCAVATION ACTIVITIES HAVE BEEN COMPLETED, THE CONTRACTOR SHALL BACKFILL ALL EXCAVATIONS PER GEOTECHNICAL REPORT REQUIREMENTS. THE CONTRACTOR SHALL PREPARE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT UNDERGROUND UTILITIES SHALL NOT BE REQUIRED TO BE RELOCATED BY THE CONTRACTOR. i E The Holt Group, Inc. °Y �Si0 C ENGINEERING " SURVEYING' CONSTRUCTION MANAGEMENT ` PLANNING 081rR LT y ttl 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGeVJAr n 1. SUITE O No. 27943 M BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 ° Exp. 3-31-18 O HONE : (760)922-4658 HONE: (760)337-3863 PHONE (760)32&-U80 (760)922-4660 A (760)337-5997 FAX: 760)32&5281,. �A' CI V \ V APPR. DATE c1� Cn v ° PREPARED B . R.C.E. NO. REVISIONS COUNTY I DATE BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10116 SCALE: H: V: APN 824-101-016 GILA FARM LAND LLG CITY OF 5700 WILSHIRE BOULEVARD #330 BLYT41= - LOS ANGELES, CA 90003 BLYTHE II SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 SHEET INDEX W.O. COUNTY FELE NO. NTS IP 160026 SHEET NO. BLS -03 F S= 1 I � Its t ( 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 DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER BENCHMARK: SET ON TOP OF 2 -INCH BRASS DISK ON A CONCRETE MONUMENT STAMPED "FLY 1948", NATIONAL GEODETIC SURVEY 1981 13.0 KM (8.1 MI) WEST FROM BLYTHE. 13.0 KM (8.1 MI) WEST ALONG HOBSONWAY FROM THE JUNCTION OF U.S. HIGHWAY 95 IN BLYTHE, 102.1 METERS (235 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING BELONGING TO THE BLYTHE TRAP SHOOT CLUB, 39.3 METERS (129 FT) NORTH ACROSS A GRAVEL ROAD FROM THE CENTERLINE OF HOBSONWAY, 26.8 METERS (88.0 FT) NORTH OF A BARBED WIRE RIGHT-OF-WAY FENCE, 24.9 METERS (81.7 FT) NORTH OF THE FIRST POWER POLE WEST OF A SPUR LINE TO THE TRAP CLUB, 13.2 METERS (43.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD. THE MARK IS 2.35 METERS N FROM A WITNESS POST. THE MARK IS ABOVE LEVEL WITH HOBSONWAY. EL= 391.57' -� �- ET 17:w SHEET 18 S E o+7- -_. o — ..._ J N _ �+ APN 824-101-021 M h BLYTHE ENERGY U) P.O. BOX 1210 BLYTHE, CA 92226 COUNTY OF RIVERSIDE AP38GILAIFARM LAND LLG ` 5700 WILSHIRE BOULEVARD #330 _fl= LOS ANGELES, CA 90003 _T7 , w LLI V■ ■ it V I c co �J 0{MQ .IJ4[II Pill 11 1Y U) APN 821-101-022 1 USA P.O. BOX 281213 LAKEWOOD, CO. 80228 — — — COUNTY OF RIVERSIDE/CITY OF BLYTHE LIMIT LINE NOTE THE CONTRACTOR SHALL BE REQUIRED TO "POT -HOLE" THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE THE "POT -HOLING" ACTIVITIES WITH THE UTILITY COMPANIES AND THE SPECIAL INSPECTOR. IT SHALL BE VERIFIED THAT THE EXISTING UTILITIES ARE LOCATED BELOW THE SUBBASE DESIGN ELEVATION OF THE NEW IMPROVEMENTS. RELOCATION OF THE UTILITIES SHALL BE COORDINATED WITH THE UTILITY COMPANY AND CDC&R. THERE ARE EXISTING UNDERGROUND FIBER OPTIC, TELEPHONE CABLE, WATER, AND SEWER. THE CONTRACTOR SHALL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF SUBGRADE ALONG THE NEW IMPROVEMENT STRUCTURAL SECTIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE UTILITIES PRIOR TO ANY EXCAVATION. AFTER ALL "POT -HOLE" EXCAVATION ACTIVITIES HAVE BEEN COMPLETED, THE CONTRACTOR SHALL BACKFILL ALL EXCAVATIONS PER GEOTECHNICAL REPORT REQUIREMENTS. THE CONTRACTOR SHALL PREPARE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT UNDERGROUND UTILITIES SHALL NOT BE REQUIRED TO BE RELOCATED BY THE CONTRACTOR. i E The Holt Group, Inc. °Y �Si0 C ENGINEERING " SURVEYING' CONSTRUCTION MANAGEMENT ` PLANNING 081rR LT y ttl 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGeVJAr n 1. SUITE O No. 27943 M BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 ° Exp. 3-31-18 O HONE : (760)922-4658 HONE: (760)337-3863 PHONE (760)32&-U80 (760)922-4660 A (760)337-5997 FAX: 760)32&5281,. �A' CI V \ V APPR. DATE c1� Cn v ° PREPARED B . R.C.E. NO. REVISIONS COUNTY I DATE BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10116 SCALE: H: V: APN 824-101-016 GILA FARM LAND LLG CITY OF 5700 WILSHIRE BOULEVARD #330 BLYT41= - LOS ANGELES, CA 90003 BLYTHE II SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 SHEET INDEX W.O. COUNTY FELE NO. NTS IP 160026 SHEET NO. BLS -03 It LU m z z 0 Cn F= ix F z Z LUa r w cn Z Z) 0 U APN 824-080-004 --�`� COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF (US 88,40) CONSTRUCTION _ " :(NS 388.34) STA 1+06N_ "— ,(NS 387.48)' i g9n 3 STA 1+OOE NI The Holt Group, Inc. C 0, � o ( B TK T 7- `g$N0. 27943 m 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70.225 HIGHWAY 111. SUITE D i � t STA 1+50N , BLYTHE, CA 92225 L CENTRO, GA 92243 RANCHO MIRAGE, -CALIFORNIA 92270 PHONE : (760) 922-0658 HONE : (760) 337-3883 PHONE : (760)328-5280 STA 1+50E y r r r K ' - N 3" tL -� - —� - - - - - - - --START3-STRAND ��'{ i 381 171 -dg© - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - W BARB WIRE FENCE �- - - - - - - - - - - - - - ---- LU REMOVAL. (NS 3�4�3 83 y 2 �� ____ --- 10 ---- �J U) _ _ _ _ _ _ _ ___. _ - - - - X00 - - - - LIMITS OF CONSTRUCTION LIMITS OF ��.- zb ' y --�`J LIMITS OF CONSTRUCTION _ _ + --------------- ------------------ LIMITS OF Mc' --U w --`J CONSTRUCTION <00 _ S `4 ( 1 it3 Uj _'i(N 3805.83)-38 9.0 '1 ' j . r 3813. 3j co -IL (IJ , {J8 5t'9 U8) Q - rl1 ¢t. o U g°o STA 3+50N tLL TSTA 2+OON f STA 2+50N o U � STA 3+OON Uj CC){Ei 38£3.62} _ `�' (C t 389.15pA J 389.00 o r cD ��i► 1 BUTCHAV0 U' -�/ S 39up21) _ �r 3f3a a N ((NS 390.1 0 - - — - O - __._-_-- - - - - -- 3- W --- APN 824-080-005 LIMITS OF CC GILA FARM CONSTRUCTION 1 0 APN 8AIFARM 04 LAND LLG 2 o STA 2+OOE 5700 WILSHIRE LAND LLG BOULEVARD #330 '� LIMITS OF 5700 WILSHIRE LOS ANGELES, CA 90003 MATCHLINE - SEE SHEET 5CONSTRUCTION BOULEVARD #330 TOP LEFT LOS ANGELES, CA 90003 Z , " 6 APN 824-110-005 0,: -"1COUNTY OF RIVERSIDE cS) P.O. BOX 1180 ) c _ __ _ _ --------------- NZ.., - RIVERSIDE, CA 92502 o a - LIMITS OF LIMITS OF Q oma— CONSTRUCTION 2 11 _ -LIMITS U) au¢r (NS 38191 a95) Qo �� ,' (NS 390 0w (NS 390,54) .' �J - - (Nti's -39f). 18) c T ---_----- -bce) - STOR Vapor,A 5+OON � STA 5+50N o STA 4+OON STA 4+50N '_ %38 38L3 79) > 1Q t -- 0Z(NS 389,69) 77 2 BUTCH AVENUE'' -(NS 390.95) 013 3 l?•77j 2 X 391.00 (NS 390,68) - - - - - - - - - - - - - - - - �(-5390.95)-------- ---- SEE BLYTHE 11 SOLAR PROJECT ON-SITE GRADING PLANS FOR _ �2 _ _ - - - _ _ - - - THE INSTALLATION OF 6 -FOOT o p HIGH CHAIN LINK FENCE %1 ��. N Doo � INSTALLATION. i - D oQ (NS 390.32)' 90. i2) �w LU s 7'f 7#� L IMITS OF ONSTRUCTION UJ STA 6+50N STA 7+OON U- �2� - STA 6+OON'- r U thJS 389.9'} 2 SEE BLYTHE II SOLAR PROJECT FOR ON-SITE IMPROVEMENTS APN 821-110-006 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 STA 8+OON STA 7+50N STA 8 w 1 (NIS .390,/8) i '0 - - }SEE BLYTHE II SOLAR PROJECT _ - - - - - - - - - - - - CL vi (NS 390, 3 _ 3 _ _ _ _ END 3 -STRAND - - - - - - - - - ON-SITE GRADING PLANS FOR _ - - - - - 0 - - - - - - - - - BARB WIRE FENCE THE REMOVAL OF 3 -STRAND d REMOVAL. BARB WIRE FENCE. - - - Z r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- _ _ _ _ _ _ _ - - - - - p + SEE BLYTHE II SOLAR PROJECT _ 1�19� �LIMITSOF------------310 `° - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U¢ ON-SITE GRADING PLANS FOR THEINSTALLATION OF 6 -FOOT CONSTRUCTION �� HIGH CHAIN LINK FENCE INSTALLATION. Cn LIMITS OF " z CONSTRUCTION APN 821-110-004 ° APN 821-110-004 GILA FARM 0 GILA FARM LAND LLG '� LAND LLG � 5700 WILSHIRE W2 5700 WILSHIRE --U BOULEVARD #330 BOULEVARD #330 LOS ANGELES, CA 90003 LOS ANGELES, CA 90003 " D OAA-- O ANV,A&A r nVwwAnAAn v DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. responsible for assurin the accurac — The private engineer signing these plans is g y and acceptability of the design hereml. In the event of discrepancies ar sing after county approval or during construction, the private engineer shall tri: responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER -1:41MEky,iMAIN .�9: 4q SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: 08/10/16 1 H: V EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. © EXISTING DIRT ACCESS ROAD TO REMAIN. OEXISTING BARB WIRE FENCE TO REMAIN. DEMOLITION_ KEYNOTES_ O1 REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS, OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING, AND GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. O3 REMOVE AND DISPOSE OF EXISTING 3 -STRAND BARB WIRE FENCE. 10 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. N, 20' 0' 20' 40' 60' SCALE: 1"=20' BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -04 BUTCH AVENUE EXISTING/DEMOLITION SITE PLAN FROM STATION 1+OON TO STATION 6+70N 4 OF 50 SHT FOR: W.O. COUNTY (1 /° Z `V1 FILE NO. y /.. PR ESS The Holt Group, Inc. C ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING B TK T 7- `g$N0. 27943 m 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70.225 HIGHWAY 111. SUITE D R A FFF Exp. 3-31-18 O BLYTHE, CA 92225 L CENTRO, GA 92243 RANCHO MIRAGE, -CALIFORNIA 92270 PHONE : (760) 922-0658 HONE : (760) 337-3883 PHONE : (760)328-5280 O� sr9� CI Vl� @2 FAX: (760) 922-0660 F (760) 337-5997 (760) 328-5281 R.C.E. NO. APPR. DATE Or CA�� PREPARED REVISIONSDATE aw COUNTY -1:41MEky,iMAIN .�9: 4q SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: 08/10/16 1 H: V EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. © EXISTING DIRT ACCESS ROAD TO REMAIN. OEXISTING BARB WIRE FENCE TO REMAIN. DEMOLITION_ KEYNOTES_ O1 REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS, OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING, AND GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. O3 REMOVE AND DISPOSE OF EXISTING 3 -STRAND BARB WIRE FENCE. 10 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. N, 20' 0' 20' 40' 60' SCALE: 1"=20' BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -04 BUTCH AVENUE EXISTING/DEMOLITION SITE PLAN FROM STATION 1+OON TO STATION 6+70N 4 OF 50 SHT FOR: W.O. COUNTY (1 /° Z `V1 FILE NO. y /.. I 0 MATCHLINE - SEE SHEET 4�APN 821-110-004 �•�i BOTTOM RIGHT GILA FARM LAND LLC. COUNTY OF�Sb'6 5700 WILSHIRE BOULEVARD #330 RIVERSIDE LOS ANGELES, CA 90003 LIMITS OF ' LIMITS OF CONSTRUCTION �_ 3�8(_CONSTRUCTION r ' 1 (NS 388,46) ROW�� a -__--- ----, ROWr__ O �-- NS 387A4) r ' , I 3 387.20 00 r o STA 2+OOE STA 2+50E /--STA 3+OOE STA1+OOE ' STA 1+50E (NS 388.6;2) �� (NS 3€ &62)-- r117 CL STA 1+50N 1" � (NS 386.22) LIMITS OFI% (NS 8 CONSTRUCTIONCO ' I / i 0 I - - - l LIMITS OF 10 \ CONSTRUCTION 1+OQN LIMITS OF �� °°' CONSTRUCTION o 3 � `��a � 2 LIMITS OF��°� CONSTRUCTION DE AVENUE ZCCOUNTY OF RIVERSIDE Qc APN 821-110-004 GILA FARM LAND LLC. 5700 WILSHIRE BOULEVARD #330 LOS ANGELES, CA 90003 s ` ai 00 W o LIMITS OF LO CONSTRUCTION < ROW (NS 386,77) �8 2 __ - --------- - ------ ( 38 1t)(" 38 6,70) f" co 1) o STA 4+OOE o /5+01 (N 38{x,55) STA 4+50E --388_Ul3 J 1 a O 1100 385,, (NS 38646')' O J 'RIVERSIDE AVENUE W I ('NS 38&33) 7 m W q00 W satin �— U) LIMITS OF-/ w CONSTRUCTION z/1 Ar APN 821-110-005;1 GILA FARM LAND LLC. 05700 WILSHIRE BOULEVARD #330 � LOS ANGELES, CA 90003 Q 5 LIMITS OF d 3 /00 1 / o/ 61 APN 821-110-004 GILA FARM LAND LLC. COUNTY OF <(" 2 5700 WILSHIRE BOULEVARD #330 RIVERSIDE / LIMITS OF LOS ANGELES, CA 90003 2 LIMITS OF ROW CONSTRUCTION 3�3 °� ROW CONSTRUCTION Q ROW t. 373.00- — o U (N 366.93) 'ANS 372.35) - (NS 369 36) Ob -- _ ' ( S 1) ' STA 12+OOE ,yb� 0 1 i �1) — STA 11+OOE � (N` 3l -51,/ cry STA 12+50E STA 13+OOE � w I STA 9+506 oj STA 10+006 - STA 10+506 } "' STA 11+506 / a l If (N 36164' I I �s (SIS 36 ,05 At -N oz,l --I "I U-005 4) ' GILA FARM LAND LLC. J �G7n0 WH QWiDc Qn( a cVARD 433 WN 0 <? Q w p RT Y O o. DIAL G TWO WORKIN C9 OF w BEFORE DAYS BEFORE z a t0-- YOU DIG YOU DIG 0. w TOLL FREE 811 L p A PUBLIC SERVICE BY 0-Q UNDERGROUND SERVICE ALERT 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 shag be responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. — ENGINEER rwuvv APN 821-110-005 GILA FARM D LLC. o LIMITS OF CONSTRUCTION-- � 5700 WILSHIRE B ULEVARD #330 21 COUNTY OF LOS ANGELES, CA 90003 RIVERSIDE ° �90003 2 U0 IN / GASP 121-110-011 ALTA GAS POWER `Z) HOLDINGS US INC. P.O. BOX 5004 LIMITS OF PORT HURON, MI CONSTRUCTION 48061-5004 (fl LU 140) 1_( 2 I _ (+4 xlU r 1 STA 13+506 COUNTY OF RIVE D W CITY OF BLYTHE U) s $C°R, , RIVERSIDE AVENUE" ITY OF Z LYTHE i. W / r J 362 66 �.�. N ROW -• Q ; APN 824-101-013 `CITY OF CAITHNESS BLYTHE 565 5TH AVENUE BLYTHE NE. YORK, NY 10017 20' 0' 20' 40' 60' � r SCALE: V=20' DEMOLITION W PR ESS) The Holt Group, Inc. d7 � ROW. E B T .H L Z N0. 21943 m T Exp. 3-31-18 / Q (NS 3(5.':. } f � L STA 9+OOE J (NS 374 8 s r r: (N� 375.1/x) W n r Ica FAX : (760)922-4660 FAX (760)328-5281 (760)337-5997 11w �RO/W I Z At -N oz,l --I "I U-005 4) ' GILA FARM LAND LLC. J �G7n0 WH QWiDc Qn( a cVARD 433 WN 0 <? Q w p RT Y O o. DIAL G TWO WORKIN C9 OF w BEFORE DAYS BEFORE z a t0-- YOU DIG YOU DIG 0. w TOLL FREE 811 L p A PUBLIC SERVICE BY 0-Q UNDERGROUND SERVICE ALERT 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 shag be responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. — ENGINEER rwuvv APN 821-110-005 GILA FARM D LLC. o LIMITS OF CONSTRUCTION-- � 5700 WILSHIRE B ULEVARD #330 21 COUNTY OF LOS ANGELES, CA 90003 RIVERSIDE ° �90003 2 U0 IN / GASP 121-110-011 ALTA GAS POWER `Z) HOLDINGS US INC. P.O. BOX 5004 LIMITS OF PORT HURON, MI CONSTRUCTION 48061-5004 (fl LU 140) 1_( 2 I _ (+4 xlU r 1 STA 13+506 COUNTY OF RIVE D W CITY OF BLYTHE U) s $C°R, , RIVERSIDE AVENUE" ITY OF Z LYTHE i. W / r J 362 66 �.�. N ROW -• Q ; APN 824-101-013 `CITY OF CAITHNESS BLYTHE 565 5TH AVENUE BLYTHE NE. YORK, NY 10017 20' 0' 20' 40' 60' � r SCALE: V=20' DEMOLITION PR ESS) The Holt Group, Inc. E B T .H L Z N0. 21943 m T Exp. 3-31-18 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)922-465a PHONE : (760) 337-3863 PHONE (760) 328-5280 O FAX : (760)922-4660 FAX (760)328-5281 (760)337-5997 Tyr Cf V1 FCP APPR. DATE ca&\F PREPARED R.C.E. NO. REVISIONS ` COUNTY -- - DATE--- ---- - ----- EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. OEXISTING CHAIN LINK FENCE TO REMAIN. © EXISTING DIRT ACCESS ROAD TO REMAIN. 26 EXISTING R.O.W. MONUMENT TO REMAIN. KEYNOTES O1 REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS, OR ANY VEGETATION WITHIN THE PROJECT LIMITS ALL DEBRIS AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING, AND GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER. THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. O3 REMOVE AND DISPOSE OF EXISTING 3 -STRAND BARB WIRE FENCE. 10 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. 12 A CALIFORNIA -LICENSED LAND SURVEYORIAUTHORIZED CIVIL ENGINEER CONTRACTED BY THE CONTRACTOR SHALL PLACE TIE POINTS BEYOND THE IMMEDIATE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE LAND SURVEYOR/AUTHORIZED CIVIL ENGINEER SHALL COORDINATE WITH THE CONTRACTOR AND EXERCISE CAUTION TO ENSURE THAT THE TIE POINTS ARE NOT DISTURBED DURING THE PROJECT CONSTRUCTION THE LICENSED LAND SURVEYOR/AUTHORIZED CIVIL ENGINEER SHALL PLACE A 1 -1/2 -INCH BRASS DISK MONUMENT AFTER PAVING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED/ SEE DETAILS B AND C (COUNTY OF RIVERSIDE STANDARD DETAIL NO. 901 AND 903) ON SHEET BLS -41. BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10116 SCALE: H: V:_ BLYTHE If SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 RIVERSIDE AVENUE EXISTING/DEMOLITION SITE PLAN FROM STATION 1+OOE TO STATION 13+80E FOR. W.O. COUNTY FILE NO. �7 SHEET NO. BIS -05 OF 50 It w W 2 z z LU 9 100 W'm ROW � M wQ (N8 36a1 32). _ ? E - (NS 361.39) STA 14+00E -/ 34 W rY 1 _ROE ITS OF E MS 35906) (NS 358 7) STA 14+50E STA15+OOE a 1 (SIS 350.52) LL 00 / APN 821-120-028 / ALTA GAS POWER t L ) ,/HOLDINGS US INC. P.O. BOX 5004 2 ' PORT HURON, MI obi/ 48061-5004 ° ROW ' �' ROW (NS 357.10j (LIS 354.53 op (NS 354,60) /- I STA 17+OOE �•'/ STA16+OOE STA 16+50E _ c2 (NS 354.75) STA 15+50E { ' 35(x.79 on]coelne F (L) n: r ROW■ Coll Q1fl 5 LIMITS OF OF ' 11 L RE U DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APN 824-101-013 `yam CAITHNESS BLYTHE II �2) 565 5TH AVENUE � NEW YORK, NY 10017 i UAI I HNt:t J bLY I tit II ccc cr1. 1 At irwu 1r -7-- NS 354 ;22( 2. (INS 35411),', 7-7 i LIMITS OF / IU O 000 LIMITS OF s' CONSTRUCTION pW LL STA 18+OOE `��: � A 17+50E (NS 352.03) 5 2 LC DJJFRIVE C jO ILYTHE / Uj h}�3)— J U Q b (0_33 i U) Uj J ? 0 , Ujm W U 41 C, W—q ecz U cQc G 20' 0' 20' 40' 60' _�-- SCALE: 1"=20' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN SU BE K.H T 1>3 NO. 2]943 x A Exp. 3-3118 O� uT P � cnu The Holt Group , Inc. ENGINEERING ` SURVEYING " CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111 SUITE D E, CA 92225 EL CENTRO, CA 92243 BLYTHE, RANCHO MIRAGE, CALIFORNIA 92270 PHONE: (760)922-4658 NE (760)337-3883 PHONE:(760)328-5280 FAX : (760) 922-4660 x (760) 337-5997 FAX p60) 328-5281 The private engineer signing Nese 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 determining an acceptable solution and revving the dans for approval by the county. MARK BY DATE REVISIONS APPR. DATE PREPARED B R.C.E. NO. DATE ENGINEER COUNTY EXISTING KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN. O EXISTING CHAIN LINK FENCE TO REMAIN. OEXISTING DIRT ACCESS ROAD TO REMAIN. 10 EXISTING POWER POLE TO REMAIN. 12 EXISTING "ON SHOULDER" (NO PARKING SIGN MISSING) SIGN TO REMAIN 15 EXISTING FRONTIER UNDERGROUND TELEPHONE LINE TO REMAIN. 16 EXISTING TELEPHONE ENCLOSURE TO REMAIN. 17 EXISTING FIBER OPTICS SIGN TO REMAIN. DEMOLITION KEYNOTES O1 REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE, O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS', OR ANY VEGETATION WITHIN THE PROJECT LIMITS ALL DEBRIS AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER. THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. ® REMOVE AND DISPOSE OF EXISTING P.C.C. CONCRETE CROSS GUTTER UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE. 0 REMOVE AND STORE EXISTING RIP RAP REMOVE AND DISPOSE OF UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE. 13 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND CONCRETE DEBRIS. 14 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 15 REMOVE AND DISPOSE OF EXISTING ASPHALT GRINDING MATERIALS TO SUBBASE DESIGN GRADE. .NUHMARK: SEE SHEET 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA SEE SHEET 3 FOR CUP 03728 EA 42812 BLS -06 BENCHMARK DESCRIPTION RIVERSIDE AVENUE EL= 391.57' EXISTING/DEMOLITION SITE PLAN FROM STATION 13+8flE TO STATION 27+OOE 08/10/16 I SCALE: H: 6 OF 50 FOR: W.O. COUNTY V FILE NO. I I - 'aai ntl C1 a'� ,CONSTRUCTION N8805436'E2624.57' (N88055'12'52624.92) 0 V_ M 336,00 LIMITS OF a s3ta. 0 :336 00 U) EXISTING UNDERGROUND CONSTRUCTION (EP 1340,43) FRONTIER LINE 33706�ROW 337.00 33. ROW 33 - -- 13a.ao _ 3 1 -I- 15 33800 (EP 340.50139.00 _ a H,. I .341-0000 T ~—r 73) G a 95 W C17 r 1 Lli 2 nvwwvw VVVVVV Ana DIAL TWO WORKING UBEFORE GAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 CL A PUBLIC SERVICE BY Q UNDERGROUND SERVICE ALERT r_j APN 824-101-021 ENERGY 2 � _.— P.O. BOX 1210 BLYTHE, CA 92226 FT a 5 APN 821-120-028 ALTA GAS POWER HOLDINGS US INC. P.O. BOX 5004 BLYTHE ENERGY P.O. BOX 1210 BLYTHE, CA 92226 APN 821-120-028 ALTA GAS POWER 3 HOLDINGS US INC. P.O. BOX 5004 PORT HURON, MI 48061-5004 OW—ML337.0a 10 15 1 (FP 340.34)_ 1 PARCEL 33 LIMITS OF-\ 2 LIMITS OF CONSTRUCTION (EP 340,18 — 338,00 1 - t 1 IrI APN 821-101-022 USA D P.O. BOX 281213 LAKEWOOD, CA 80228 Lh C'7_.. ROW 338.00--U) 15� � s9.cIG a "g ` STA 35+505ti J zl r11 LLJY x W ROW OHE tib 5 W OF ' Z C ON J APN 821-120-038 GILA FARM LAND LLC 5700 WILSHIRE BOULEVARD #330 LOS ANGELES, CA 90003 3TA 40+OOE' V O —� n —ROW-LU� x 1 APN 821-101-016 GILA FARM LAND LLC 5700 WILSHIRE BOULEVARD LOS ANGELES. CA 90003 20' 0' 20' 40' 60' SCALE: 1 "=20' NOTE: WORK CONTAINED WITHIN THESE PLANS P E The Holt Group, Inc. SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A $0 ENGINEERING' SURVEYING `CONSTRUCTION MANAGEMENT" PLANNING GRADING PERMIT HAS BEEN ISSUED. { B T K. T Z m N0. 27943 A 4 - Exp. 3-31-18 0- 0 sTy� ci v(v ��P FGF CAN_ 201 E. HOBSONWAY 1601 N IMPERIALAVE. 70-225 HIGHWAY tti, SUITE D BLYTHE, CA 92225 EL CENTRO, CA92243RANCHO MIRAGE, CALIFORNIA 82270 PHONE: (760)922-4658 PHONE (760)337-3883 PHONE :(760)328-5280 FAX (760) 9224660(760) 337-5997 FAX (760) 328-5281 The private engineer signing these pians 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 determining an acceptable solution and revising the pians for approval by the county. MARK BY DATE REVISIONS APPR. DATE PREPARED BY. R.C.E. NO. _ DATE ENGINEER COUNTY _ EXISTING KEYNOTES O EXISTING A.C. PAVEMENT TO REMAIN. O EXISTING NATIVE MATERIAL TO REMAIN. OEXISTING CATCH BASIN TO REMAIN. OEXISTING GUARD RAIL TO REMAIN. O EXISTING CHAIN LINK FENCE TO REMAIN. ® EXISTING "NO PARKING" AND "ON SHOULDER" SIGN TO REMAIN. OEXISTING STOP SIGN TO REMAIN. 10 EXISTING POWER POLE TO REMAIN. 11 EXISTING STREET LIGHT TO REMAIN. 12 EXISTING "ON SHOULDER" (NO PARKING SIGN MISSING) SIGN TO REMAIN, 13 EXISTING GUY WIRE TO REMAIN. 15 EXISTING FRONTIER UNDERGROUND TELEPHONE LINE TO REMAIN. SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 — 1 I SCALE: H: V:_ 18 EXISTING GATE TO REMAIN. 19 EXISTING IRRIGATION VALVE TO REMAIN. 21 EXISTING 18 -INCH DRAIN PIPE (WITHOUT A GRATE) TO REMAIN. 22 EXISTING RIP RAP TO REMAIN. 23 EXISTING 4" X 4" WOODEN BOLLARD TO REMAIN. DEMOLITION KEYNOTES O1 REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. © SAWCUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE A.C. PAVEMENT. O7 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE. COLD PLANE 0.17' OF EXISTING A.C. PAVEMENT. CONTRACTOR SHALL THEN CRACK SEAL THE EXISTING CRACKS. THE CONTRACTOR SHALL REPAVE TWO (2) OAT LIFTS OF 3/4" MIX. SEE CONSTRUCTION KEYNOTE 6 ON SHEETS BLS -19 AND BLS -20. O9 CONTRACTOR SHALL CRACK SEAL THE EXISTING CRACKS AND REPAVE TWO (2) 0.17' LIFTS OF 3/4" MIX (TOTAL THICKNESS OF 0.34'). SEE DETAIL A ON SHEET BLS -41. 14 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 15 REMOVE AND DISPOSE OF EXISTING ASPHALT GRINDING MATERIALS TO SUBBASE DESIGN GRADE. BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 B"LS_07 RIVERSIDE AVENUE EXISTING/DEMOLITION, SITE PLAN FROM STATION 27+OOE TO END OF PROJECT 7 OF 50 SHTS FOR: W.O. COUNTY45 FILE NO. (�xj y` S a.. 'S NNI NCUT AC ✓EMENT. REMOVE D DISPOSE STING A.C. JEMENT. STA STA 1 APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 (NS 3. 1 27) STA 2+OON I I (NS 3310.90) 1 1,0())_ NS 344.81 w- - 1 ,oSTA 8+001 7�7 CN3� LIMITS OF 343,92) LIMITS OF CONSTRUCTION SECONDARY ACCESS ROAD LIMITS OF CONSTRUCTION -- - c�0 s LIMITS OF (NS �O CONSTRUCTION NS 336,16) (NS 334.64) N 332.45y r - a... STAG+OON _.- STA 4+DON .,, _ ., STA 5+OON .... , r STA 3+DON w �N � N 1 (NS 333.66}7,r:- ,. (SSS 3. 5,75) 1 tJS �31.94)� o 2 i (f 33Z.ib") (NS 335.72] LIMITS OF LIMITS OF CONSTRUCTION CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 x (NS 3r1 89) .STA 9+OON (NS350.19) ` (NS 347,25) 1 r,» t STA 10+OON N i fNS ;3507 80) -- (NS 540.97) .+ SECONDAR APN 824-080-004 2 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 ` `SFF GO �.4/ qT `S �4&-A t (NS 356 64) LIMITS OF STA 12+DON CONSTRUCTION INS 353.74; STA 11+OON 0 -Ink, (NS 354.40) ,, (04:a 351,24) ACCESS ROAD `; (NS 355,231 LIMITS OF CONSTRUCTION x (2� APN 824-080-004 COUNTY OF RIVERSIDE `yam P.O. BOX A 9 RIVERSIDE, CA 92502 SECONDARY ACCESS ROAD LIMITS OF (NS 372,41) (NS 376.33} CONSTRUCTION (NS 380.59 LIMITS OF .� (' ��, ,, � � ' STA 17+DON _ CONSTRUCTION NS 376.68)- (NS 367.85) '\ ♦( - C. X2S JIli IO+UU1'4— , cs' z (NS 371.49) ,,.. ' TA 15+OON {NS 370.78 1S 367,03) LIMITS OF CONSTRUCTION NS 366.97)_ APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 `1 RIVERSIDE, CA 92502 JoaT A~ VV Uj DIAL TWO WORKING BEFORE DAYS BEFORE U YOU DIG YOU pIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 pians 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 DATE determining an acceptable solution and revising the pians for approval by the county. ENGINEER STA 18+DON 380,54j� i, (NS 380,85) N (N i55.Ca{1 3g4 (NS 38,335) ,ST900N j (NS 333.77) (NS 383,30 LIMITS OF CONSTRUCTION },j �2 EN s33 (NS 341,141j �S %�- - op 2 i; t APN 824-080-004 ' COUNTY OF RIVERSIDE P.O. BOX 1180 D RIVERSIDE, CA 92502 Z n' r k12+DOPE: M7 )I SECONDARY ACCESS ROADLIM, N m CONSTRUCTION (NS 36,s >"i"j m VIM NS 36�.3u}i R M r1 ` 'STA 14+DON r M r 2 r 2 ao 1 J �� i 1 N �.. C, STA 13+DONA.� •� (NS 361-85)1 (NS 160.73) (I` S 36 96) )' CJ)' LIMITS OF LIMITS OF D CONSTRUCTION CONSTRUCTION N + APN 824-080-004 2 N COUNTY OF RIVERSIDE Vt � � I P.O. BOX 1180 ,' RIVERSIDE, CA 92502 NOS tc) LIMITS OF F�— CONSTRUCTION (n INS 38&78) ., x�+...___ `�'` (� STA 21+fiON NS .3 8<14 ., .<. STA 20+00N ) STA 22+DON _- ! 3 5.77 i �(NS 388.27) (NS 390 23) / , __._ (NS 390,06';) (NS- .i0 £i,()(1} LIMITS OFQ CONSTRUCTION SECONDARY ACCESS ROAD - . S 'W U W C/) LU i U Q EXISTING KEYNOTES OEXISTING A C. PAVEMENT TO REMAIN. O2 EXISTING NATIVE MATERIAL TO REMAIN. 6O EXISTING DIRT ACCESS ROAD TO REMAIN. DEMOLITION KEYN_OTE_S O REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS T MATERIAL RESULTING FROM DEMOLITION CLEARING AND AND WASTE M S , GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE TRACTOR IN A LAWFUL MANNER. THE CONTRACTOR SHALL CON SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: 1"=40' 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -08 SECONDARY ACCESS ROAD EXISTING/DEMOLITION SITE PLAN FROM STATION 1+15.94N TO STATION 22+25N 8 OF 50 SHTS' FOR: WIO. COUNTY FILE NO. Q ES, 0 The Holt Group, Inc. 1 &e ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING Et O d T R 201 E. H05SONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY III, SUITED .27943 1. M @@@ Exp. 3-31-18 O. BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE,_ CALIFORNIA 92270 PHONE : (760) 922-4658 p.: ONE : 760) 337-3663 PHONE: (760) 32a32ao ( O \ sT \ crVO, FAX pso)aza-5za1 FAX (760)922-4660 X' (760)337-5997 APPR. DATE Q- Ca+- F PREPARED B R.C.E. NO. REVISIONS / ' ¢ DATE COUNTY EXISTING KEYNOTES OEXISTING A C. PAVEMENT TO REMAIN. O2 EXISTING NATIVE MATERIAL TO REMAIN. 6O EXISTING DIRT ACCESS ROAD TO REMAIN. DEMOLITION KEYN_OTE_S O REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. O2 THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS T MATERIAL RESULTING FROM DEMOLITION CLEARING AND AND WASTE M S , GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE TRACTOR IN A LAWFUL MANNER. THE CONTRACTOR SHALL CON SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: 1"=40' 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -08 SECONDARY ACCESS ROAD EXISTING/DEMOLITION SITE PLAN FROM STATION 1+15.94N TO STATION 22+25N 8 OF 50 SHTS' FOR: WIO. COUNTY FILE NO. (N 39Q 91 :0 70 it 'x x 22+00N 390 LIMITS OF CONSTRUCTION NS 390,11) 1 N z M I to M (NS - M -- STA A 30+00W {NS 389,75} 1 -0 389.71 mom al x 'TA 31 +OON,,y NS 390,04) --- LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION (NS 391 90) U) fNS 392 rn '591 _:O.1_77' S 392.1 rn �30 S , —I, O APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF LIMITS OF CONSTRUCTION 'NS 390�25) (NS 390 03) CONSTRUCTION (NS 36941) (NS 389,47) 71) (NS 389,59) - ------ -- - -------- __ �!)'7 7/7 7 r Z' STA 27+00N,�-,'_�<"�'-'� x STA 28+00 ZSTA X\ \I (NS 389,39) STA 24+OON 20+00 2 . ..... (N S386 s 390A N� 389.80) -�7 (W LIMITS S Orj - LIMITS OF CONSTRUCTION CONSTRUCTION LIMITS OF CONSTRUCTION -(NS 390 7-7 %rteSTA 32+00� '[Zti�S 39751 NS 39035) APN 821-110-005 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 (NS 391.64) TA 39+OON IS 391 77), ' NS 391 83' APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 fNS 391-45) 3TA 33+OON NS 391.316) NS 39137) APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION "(-N S 3,j1.51 r;77 STA 40+00ts �'f N SSN6�91,5)' to N '�z (NS ; 391�71)/ (NS 391,78) --LIMITS OF LIMITS OF .-,,,,—CONSTRUCTION---- CONSTRUCTION (NS 391,67) APN 821-110-005 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 x x x (N8 391' STA 41 389A7) x APN 821-110-005 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 S 391U) (NS 391.82) LIMITS OF 20 CONSTRUCTION (NS 391-73) A 34 0T77, IZ 3 +OON 'T 'STA 36+06N of 391.81},', 00 {NS91.84)- S392.01) NS391 �9 5' LIMITS OF (NS 392,1 CONSTRUCTION APN 821-110-005 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 SEE BLYTHE 11 SOLAR PROJECT APN 821-110-006 ON-SITE GRADING PLANS FOR COUNTY OF RIVERSIDE THE INSTALTION OF HIGH CHAINLALINK FENCE 6 -FOOT P.O. BOX 1180 INSTALLATION. RIVERSIDE, CA 92502 1tv 7 STA 41+22N SEE BLYTHE 11 SOLAR PROJEC CY) C*1 FOR ON-SITE IMPROVEMENTS 391.54) END OF CONSTRUCTION STA 41+76.57 r 'WU KI WU11N13 GRADING PERMIT HAS BEEN ISSUED.U BEFORE iBEFORE YOU DIG YOU DIG AYS )D The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE 811 and acceptability of the design hereon. In the event of discrepancies arising after a- n A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE APPR. DATE Z UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. REVISIONS < ENGINEER COUNTY APN 821-110-006 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 z 'm3 M Z", TA 2 M Is A Uj �71 M '0N M 17� 'C/) C:) + O CD 0 ,r rn 30 392,16) rn . . .. ..... . ... I M/ STA'37+00N < , (NS 391,91) (NS 392.10 rn W. W 0 'EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. 20 EXISTING P.C.C. CONCRETE STRUCTURE TO REMAIN. DEMOLITION KEYNOTES REMOVE AND DISPOSE OF EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE. THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES, BRUSH, GRASS, OR ANY VEGETATION WITHIN THE PROJECT LIMITS. ALL DEBRIS AND WASTE MATERIAL RESULTING FROM DEMOLITION, CLEARING, AND GRUBBING SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER. THE CONTRACTOR SHALL SCARIFY, MOISTURE CONDITION, AND COMPACT FOR A DEPTH OF 1 FOOT BELOW THE BOTTOM OF THE TREE ROOTS OR ROOT BALLS TO THE FINISH GRADE SURFACE TO ACHIEVE 95 PERCENT RELATIVE COMPACT PER ASTM D-1557. 40' 01 40 80, 120' SCALE: 1"=40'