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963y_sppIN 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' START OF BUTCH 390 AVENUE A.C. PAVEMENT IMPROVEMENTS .X1%_I if,4G NATIVE STA 1+02.20N ,` EARTH STA 2+00.00N MATCH EXISTING EP 388.22 GRADE BREAK EP 388.73 STA 0+62.17N (!p 388, 341 S=0.57% S=0.47% f�- 388 -- �' DESIGN WEST EDGE ° 388 63` OF PAVEMENT 386 EXISTING NATIVE EARTH _ WEST - EDGE OF PAVEMENT 390 M 390 START OF BUTCH AVENUE A.C. PAVEMENT IMPROVEMENTS GRADE MATCH EXISTING -\\STA 0+62.20N TP 388.04 \ EXISTING NATIVE -EARTH MATCH EXISTING EXISTING NATIVE FAIN - 386 START OF BUTCH - - AVENUE A.C. PAVEMENT IMPROVEMENTS 1 STA 1+02.20N TP 388.48 GRADE BREAK APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 e00 RIVERSIDE, CA 92502 �3$� 388.05 2 \ (NS 3� --7-A I P 388.09 S=0.47% DESIGN CENTERLINE TOP OF PAVEMENT -- STA 2+00.00N- - TP 388.99 CENTERLINE - TOP OF PAVEMENT d EXISTING NATIVE EARTH 389,25) Sy.93_% - __STA 2+00.00N STA 1+02.21N GRADE BREAK EP 388.73 EP 388.22 DESIGN EAST EDGE OF PAVEMENT 388 EAST - EDGE OF PAVEMENT 1+OOE I !GRADE ATCH LIMITS OF XISTING CONSTRUCTION ------ o r --NSN1 l cli -S=17.8/o I w Lu M z z 0 o r z z Uj U) z 0 w w z 3 z w 0 w uw 0 1 DESIGN WEST EDGE OF PAVEMENT EXISTING NATIVE -- EARTH PROFILE SCALE HORIZONTAL: 1 " = 20' VERTICAL: 1" = 2' STA 3+00.00N_ 1388 - EP 389.30 SSS 57% (NS 389.08) CONSTRUCTION KEYNOTES 388.00 -- - 7 7P 8 48 AD 13RE IC GRA�� SECTION THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW 386 Q STA O+OON STA 0+62 20 STA 1f1RM STA 2+QWN # ► ,/STP 9 CO (NS 388 04) _ .. = ..: SDE EIFEAK STA 1�ET •- 1-- -I O PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL 38700 (NS 387.82) �. .... P8" �r C P 3 8.72y DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO - MATCH EP 388.00 1 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 b EXISTING GRADE P 388.fl1 . :". ; X12 z ra F o NS 388.57 ,<' BC EP 388.22 COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY (NS 388.22) .i ,;: 12 >. EP 388: " SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH Q 70 STA 3+00.00N w Lu M z z 0 o r z z Uj U) z 0 w w z 3 z w 0 w uw 0 1 DESIGN WEST EDGE OF PAVEMENT EXISTING NATIVE -- EARTH PROFILE SCALE HORIZONTAL: 1 " = 20' VERTICAL: 1" = 2' STA 3+00.00N_ 1388 - EP 389.30 SSS 57% (NS 389.08) "04 44 06 t7c �. O" 2 2 (NS 388.20) �sA S=36.3% 3 MATCH s=50.0°row 1 10.0 EXISTING LIMITS OF NS 388 8.80 GRADELIMITS OF CONSTRUCTION 2 1027 CONSTRUCTION APN 824-080-005 PROPOSED 2" 0 FIBER GILA FARM LAND LLC. ��. 12~ SC P 3 9" H 3 OPTIC LINE 36" DEEP\ 5700 WILSHIRE BOULEVARD �J 3 �o I I PROPOSED 2 0FIBER LOS ANGELES, CA 90003 C 3 7. 0; .� ' POLE NUMBER a87o47oE OPTIC LINE 36 DEEP 2 NPA 821-110-004 2 GILA FARM LAND LLC. � MATCHLINE - SEE SHEET 12 5700 WILSHIRE BOULEVARD TOP LEFT LOS ANGELES, CA 90003 n O NOTE: WORK CONTAINED WITHIN THESE PLANS AAN A SHALL NOT COMMENCE UNTIL AN DIALENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE r DAYS BEFORE YOU DIG YOU DIG The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE $ 1 and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or duringwnstruction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER 3 389.14 W C S=47.9% ' W N cV MATCH EXISTING ___ I GRADE W LIMITS OF z CONSTRUCTION J r F Q EXISTING KEYNOTES CONSTRUCTION KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN, O1 Z SECTION THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW 386 Q _ & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OFA C CO OF MAXIMUM DENSITY PER ASTM D01557, SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE, O PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL M DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO Q 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 U) PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY DESIGN CENTERLINE LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS TOP OF PAVEMENT SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH Q 70 STA 3+00.00N w 12 TP 389.56 390 SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 - S=0.57% - _ _1 DATED 02-13-2001 SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND -17 3 1. 388 EXISTING NATIVE EAR' H � 0 LL 386 Irl- r W w r U) EXISTING NATIVE W EAF TI_.y (NS 390.18) _ _ W to r 390 S=0.57% --- " STA 3+00.00N 7DESIGN EP 389.30 388 EAST EDGE OF PAVEMENT 386 "04 44 06 t7c �. O" 2 2 (NS 388.20) �sA S=36.3% 3 MATCH s=50.0°row 1 10.0 EXISTING LIMITS OF NS 388 8.80 GRADELIMITS OF CONSTRUCTION 2 1027 CONSTRUCTION APN 824-080-005 PROPOSED 2" 0 FIBER GILA FARM LAND LLC. ��. 12~ SC P 3 9" H 3 OPTIC LINE 36" DEEP\ 5700 WILSHIRE BOULEVARD �J 3 �o I I PROPOSED 2 0FIBER LOS ANGELES, CA 90003 C 3 7. 0; .� ' POLE NUMBER a87o47oE OPTIC LINE 36 DEEP 2 NPA 821-110-004 2 GILA FARM LAND LLC. � MATCHLINE - SEE SHEET 12 5700 WILSHIRE BOULEVARD TOP LEFT LOS ANGELES, CA 90003 n O NOTE: WORK CONTAINED WITHIN THESE PLANS AAN A SHALL NOT COMMENCE UNTIL AN DIALENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE r DAYS BEFORE YOU DIG YOU DIG The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE $ 1 and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or duringwnstruction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER 3 389.14 W C S=47.9% ' W N cV MATCH EXISTING ___ I GRADE W LIMITS OF z CONSTRUCTION J r F Q EXISTING KEYNOTES CONSTRUCTION KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN, O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW O EXISTING DIRT ACCESS ROAD TO REMAIN. DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OFA C PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557, SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE, O PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001 INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 70 INSTALL 0.50' OF CLASS 2 BASE MATERIAL. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001 SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. N 20' U 20' 40' 60' SCALE: 1"=20' R� The Holt Group, Inc. i a G-1 ENGINEERING' SURVEYING * CONSTRUCTION MANAGEMENT' PLANNING R E ' OLT 7- No. 27943 m 1601 N. IMPERIAL AVE. 201 E. HOBSONWAY 70-225 HIGHWAY i i t, SUITE D � BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE; CALIFORNIA 92270 Exp. 3-31-18 PHONE: (760)922-4658 PHONE. (760)337-3883 PHONE (760)328.5280 ° O O FAX' (760) 922-4660 FAX : (760) 328-5281 (760)337-5997 s�T REVISIONS APPR. DATE €QAC L PREPAREDB e R.C.E. NO. COUNTY ° DATE SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 27943 08110116 SCALE: H: V 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 0 BUTCH AVENUE IMPROVEMENT PLAN FROM STATION 1+OON TO STATION 3+60N 10 OF 50 SHTS FOR:W.O. COUNTY `/ FILE NO, � T PROFILE SCALE HORIZONTAL:1" = 20' VERTICAL: 1" = 2' 392 E X, i � 1 1i° G e IAa ( IIV E 392 /\R 11-} - ON-SITE IMPROVEMENTS ON-SITE IMPROVEMENTS EXISTING NATIVE -EXISTING ivF�TlVI FINISH GRADE _ STA8+00.01N F FINISH GRADE - STA 6+00.00N (`> 390 55), STA 6+71.85N STA 7+0O.00N f�F�'l-F�! 'tu' �_ 3��. � �) � EA4�-(-l-I EP 390.08 ' 39tt C1 ` EP 390,08 FG 390.06 o 390 - _ o _% S=0.07 /o FG 390.14 S=0.07% 070 - r- S-0.07% j S=0.21 % S=o.21 /o 390 - - STA 4+00.00N DESIGN WEST EDGE STA 5+00.00N END OF BUTCH STA 9+1o.00N EP 389.71 EP 389.79 DESIGN WEST EDGE AVENUE FG 390.22 Z OF PAVEMENT OF PAVEMENT IMPROVEMENTS CO 388 388 M u WEST - EDGE OF PAVEMENT Q LU o (NS 390 14,} Z 392 o`Y'i p E t [ .> E -N � N `. �I'v'E r LO °° _ f' STA 7+00.00N 392 = M I') d DESIGN CENTERLINE f FG 390.06EART ON-SITE IMPROVEMENTS f ON-SITE IMPROVEMENTS FINISH GRADE U ¢ M M TOP OF PAVEMENT STA 6+71.97N STA 6+oo.00N - FINISH GRADE _ h STA ON STA 5+0O.00N ap J ° TP 390.19 S= TP TP 390.34 S=0.07% I- DESIGN CENTERLINE M > S=0.07% 390 w TP 389.97 TOP OF PAVEMENT 390 w S=0.07% TP 390.05 C9 w S=0.21% /o _ fNS 389 91} t. EXi STING #�s`i f 1V STA 8+06 WN STA 9+00.00N - 1r 3 5 389, !:)) LF �. FG 390.21 EXISTING NATIVE�I_I END OF BUTCH FG 390.14 U_ EARTH AVENUE © 388 IMPROVEMENTS 388 H W w CENTERLINE - TOP OF PAVEMENT cn w w °C_�XIS I�°>Ir, NAFIVE EXISTING IN }`�;� I IVI-.` `E, N4 . I t,µ,";'I`� 392 392 EXISTING NATIVE E v 3 9 �i _._....._ -,!'-EARTH _..___ _ _.___ _ _____._. ___.__ _ ._______._ _. t + I" f I - EARTH _ _ . - { , , 90 71 � �, ;3c90 7 �� %j END OF BUTCH ON-SITE IMPROVEMENTS AVENUE L FINISH GRADE 390 ! -/ IMPROVEMENTS S=0.07% -_._.-..._ _ _. ._.. S=0.21% _- _ - 'W^m _� S=0.07% S=0.07% 390 STA 6+0O.00N STA 6+71.97N STA 7+00.00N _... __ .__. __ STA 8+0O.00N ___ _ ._____ --- _ ,. _._ _ _-- STA 9+00.00N STA 4+00.00N EP 390.08 EP 390.06 FG 390.14 FG 390.21 DESIGN EAST EDGE STA 5+oo.00N EP 389.93 EP 389.71 OF PAVEMENT EP 389.79 DESIGN EAST EDGE 388 OF PAVEMENT 388 EAST - EDGE OF PAVEMENT 4+OON 5+OON 6+00N 7+OON 8+OON 9+OON _.._ POLE NUMBER 4870473E �, r ,vr �� / /�,/ EXISTING KEYNOTES IN r POLE NUMBER 487047AE �, APN 821-110-005 - , _ � � � v. �..--"�� EXISTING NATIVE MATERIAL TO REMAIN. © COUNTY OF RIVERSIDE MATCH I N, � 2 �� i ,r ` ' A MATCH LIMITS OF (� i1 APN 821-110-006 /" + / P.O. BOX 1180 /EXISTING LIMITS OF ° CONSTRUCTION �� POLE NUMBER 4870475E �6 EXISTING DIRT ACCESS ROAD TO REMAIN, 6 / GRADE o �-� 1127 EXISTING _ _ _ _ COUNTY OF RIVERSIDE - Q / RIVERSIDE, CA 92502 w Z CONSTRUCTION-------------- - - GRADE " " " " !NS " ------ - " - - - - P.O. BOX 1180 =V---y-�-� �- - --•.- - - cnww \cn- ° 3 M� 2S-15.5/0 ' 0 2 o OU)m q 3 S=34.7/a RIVERSIDE, CA 925023 S=21.7%cV tl _ w r) 1 NS 389.91M _ � O a � o 389.77 _ --- - SEE BLYTHE II SOLAR CONSTRUCTION KEYNOTES NS 389.63"� 1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL i- NS 389.55 :� a�w r 2 � 390.08 _ o �� , o ` . `. , `t r > ` v> �r o ` >�`� PROJECT FOR ONSITE 0 w ti v �.. ti.� , -�.r v r l v �� :a- 12 r�< .. �r ` LIMITS OF SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 `� / x•<i o ` r�>. :, v ,.�.;. . v y,. r IMPROVEMENTS FOOT BELOW CON DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIM STRUCTION UM DENSITY PER ASTM D-1557, PER NINYO a EP 390.34 / STA B+OON & MOORE GEOTECHNICAL REPORT 104336-01 DATED 02-13-2, 0 1. t �� ',' EP 389.93 I n, �_. 00 NSTALL 0.42 OF A.C. . Q O PAVEMENT OVER ((] o Sl TA 4+00 STA {g+OON N 15 S A +7 ,97 - 0 67 OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT r STA 00N 1 c 11 1 -- J NJ".',aiUfL/ II - =390.19 OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR LU 1 tt TP$'97 v , ". „"?. Ch] p BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. t o- o _ A 7+OON W ST _.. -2 PRIOR TO THE 0)f' - c "' `� p 1 ---- _ ______._ __ ........ INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL '?+ EP 9 r2 ,, 11 1 END OF 1 } EP 390.08-- -_-- -_ _-___-___ LL V CW 8.7 ii F EP 8',93 SECTION THE F ~ CONSTRUCTION TI-- -�' -' CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW C ON Q `' W 1 � * ----- Mn ' DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM 0-1557, PER NINYO O; - F.„: -ti `� .' 1��, ,. �,. ..o . . v.�� _ ___.._..___.._.__...__.._...._-_.,...-,_-- & MOORE E :-. _ _ _ rr , :m F a:,,v!' r/. / <.. % .»< l= rr- . 12- ` NS 389.91 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - G OTECHNICAL REPORT 104336 01, DATED 02 13 2001. INSTALL 1 FOOT -WIDE, ./. .tet. /l p ;:/ ,j : /r:,l .- ✓�"'`.J . �,,,.,r.�` f 12 `' � ��.,��,�2 0 F.O. � ..j ,. 2 6 P.O.. < m " „ x r *<. >. of r f." ' ' ! 2 1 -FOOT -DEEP CLASS 2 BASE SHOULDER COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT 2 e F.o. r� /,r „ ,Z tri o U� % . 2 p 2 OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR NS 38963 NS 389.77 ----- ------------------------------------------------- BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE, NS 389.55 _ _ _ _ _ _ - - - - 3 - - - - - - - - - 3=50.0% - - p - - - 3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, W-----�-- ------------s=5o.o°ro 3---------------o s=497% ----- 3-- A LIMITS OF N (f) �i MATCH LIMITS OF �i 1127 CONSTRUCTION ��. MATCH O PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF GRADE EXISTING CONSTRUCTION l -�`J EXGRADE APN 821-110-004 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). W ; J GILA FARM LAND LLC. COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557 APPLY o '� Z, APN 821-110-004 PROPOSED 2" 0 FIBER PROPOSED 36" WIDE 5700 WILSHIRE BOULEVARD LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS G`� J PROPOSED 2" 0 FIBER GILA FARM LAND LLC. OPTIC LINE 36" DEEP X60" LONG X36" DEEP LOS ANGELES, CA 90003 � SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH OPTIC LINE 36" DEEP \ FRONTIER HANDHOLE AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. U) z 5700 WILSHIRE BOULEVARD w 9 �,� �� LOS ANGELES, CA 90003 2 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL C�`J Ix r SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 /�� vy, FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF / \ MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, -,� DATED 02-13-2001 SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND 1ZGCTI(1RI R_R nki QWr-C:T RI C 00 CnO olvCoclnc nvcNu 11= x Ls Ess ` O BE K. LT i N0. 27943 m EXP. 3-31-18 A O � CRU The Holt Group, InC. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT *PLANNING 201E.HO CA EL CN. IMPERIAL AVE. RANO O RAYIN,SNTEO BLYTHE, CA 92225 EL CENTRO, CH 92243 RANCHO MIRAGE, 328 CALIFORNIA 92270 PHONE: (760)922-4658 NE: (760)337-3883 PHONE:1760)3?8-5280 FAX: (760)922-4660 AX: (760)337-5997 FA 1780 328-5281 r BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391,57' BLYTHE 11 SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BUTCH AVENUE IMPROVEMENT PLAN FROM STATION 3+60N TO STATION 6+70N SHEET NO, BIAS -11 O 0Q 1 1 OF 50 SHTS REVISIONS APPR. DATE w FOR: W.O. COUNTY FILE NO. SCALE: H: V. COUNTY -- --- TNOTE: a LLWORK CONTAINED WITHIN THESE PLANS Y O SHALL NOT COMMENCE UNTIL AN LU p DIAL TWO WORKING ENCROACHMENT PERMIT AND/OR A - 0w GRADING PERMIT HAS BEEN ISSUED. �) () BEFORE DAYS BEFORE z aS © P- YOU DIG YOU DIG Q w c) a. TOLL FREE The private engineer signing these plans is responsible for assuring the accuracy a. $ and acceptability of the design hereon. in the event of discrepancies arising after - a p A PUBLIC SERVICE BY county approval orduring construction, the ovate engineer shall beresponsible for MARK BY DATE dQ UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER SCALE: V=20' Ess ` O BE K. LT i N0. 27943 m EXP. 3-31-18 A O � CRU The Holt Group, InC. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT *PLANNING 201E.HO CA EL CN. IMPERIAL AVE. RANO O RAYIN,SNTEO BLYTHE, CA 92225 EL CENTRO, CH 92243 RANCHO MIRAGE, 328 CALIFORNIA 92270 PHONE: (760)922-4658 NE: (760)337-3883 PHONE:1760)3?8-5280 FAX: (760)922-4660 AX: (760)337-5997 FA 1780 328-5281 r BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391,57' BLYTHE 11 SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BUTCH AVENUE IMPROVEMENT PLAN FROM STATION 3+60N TO STATION 6+70N SHEET NO, BIAS -11 1 1 OF 50 SHTS REVISIONS APPR. DATE PREPARED BY. R.C.E. NO. 27943 � DATE 08/10/16 FOR: W.O. COUNTY FILE NO. SCALE: H: V. COUNTY -- --- t M w z 0 04 t - <r `" a Cr o N a 0 w Id U 0. o RTOTE: A~ A DIALvi TWORKING WO BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE $ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. PROFILE SCALE The private engineer signing these {dans 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 Mans for approval by the county. MARK BY HORIZONTAL: 1" = 20' ENGINEER START PAVEMENT = w Z VERTICAL: 1"=2' 390 m > 390 s ur _ _ DESIGN NORTH EDGE ' 388 OF PAVEMENT 388 __ __ ---_.__ __ STA 3+00.00E °EX]�3�1"I �iA� tVE _ -- -- _-- -- — STA 2+0O.00E EP 387.23 % EARTH STA 4+00.00E EP 388.24 S=0.40% EP 386.78 STA 5+00.01 E EXISTING NATIVE � iM „8%20) S— O- �° EP 386.15 LU 386 EARTH i 386 O _..DESIGN NORTH EDGE 8 7 _ - (NS 386,70)-------'--- OF OF PAVEMENT (N 386 11�;� + LO Q NORTH — EDGE OF PAVEMENT U) W M Z PVI S—A: 3+03.25 LU �_ u1 PVI E EV' 386.91 390 Z START > PAVEMENT 140 DESIGN CENTERLINE LV o os Is PVI STA: 5+33.45 PVI ELEV: 385.98 J _ TOP OF PAVEMENT (NS 3 a 62) o t- ry r- oo T7 m ao � K: 70.00 LVC: 178.47 U 388 S=1.04%�_ r Co + rj 14 N � w r 388 Q vi U > S=1.04% > m -- vi U STA 3+0O.00E Y > > "' DESIGN CENTERLINE v °D - ` ;fit STA 2+00.00E - m TP 386.97 w TOP OF PAVEMENT ui U LU TP 387.98 _ �"''-- (ID'S 385=0-40% > j STA 5+00.00E 386 EXI TING NATIVE (NS 1863 621) � --' CO m TP 385.89 386 M __ --- -------- EARTH __ EXISTING NATIVE __ _ ---STA4+OO.00E EAR'm TP 386.52 - W CENTERLINE — TOP OF PAVEMENT _ W START PAVEMENT z LU 390 w 390 388 S=1.04% z EXISTING DATIVE 388 r EARTH DESIGN SOUTH EDGET-'EXISTING NATIVE STA 3+00.00E OF PAVEMENT f EARTH STA 2+00.. OE EP 386.71 / EP 387.72 _ o S-0.40% _ -___ 115 3€ , 386 DESIGN SOUTH EDGE -- - ---- S=0.66% 386 --- _ _ __ . _ __.____ ._ _____. ___ _-____-- ---__. . __ __ OF PAVEMENT _ .A ST 4+0O.00E EP 386.26 SOUTH EDGE OF PAVEMENTFP.IRs&' STA 5+00.00E — Id U 0. o RTOTE: A~ A DIALvi TWORKING WO BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE $ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N 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 {dans 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 Mans for approval by the county. MARK BY DATE ENGINEER REVISIONS R.1 DATE COUNTY APN 821-110-004 ` GILA FARM LAND LLC. 5700 WILSHIRE BOULEVARD Lu — 0 PI f O + LI H Y LL!"— LLI LLI W Z MA J SEX' GR Q EXISTING_ KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. CONSTRUCTION KEYNOTES ---------- -------- 01 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B B ON SHEET BLS -28 FOR RIVERSIDE AVENUE 3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557 APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE, 11 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE, 20' 0' 20' 40' 60' SCALE: 1"=20' n BENCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 SHEET NO, The Holt G r o u Inc. C. OFF -SITE -IMPROVEMENT PLANS p. ess p IN THE COUNTY OF RIVERSIDE, CALIFORNIA 1" � CUP 03728 EA 42812 BLS -1 `iy ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING SEE SHEET 3 FOR BE TK. IST BENCHMARK DESCRIPTION RIVERSIDE AVENUE IMPROVEMENT PLAN O� E 27943 . m 201 E. HOBSONWAY 1607 N. IMPERIAL AVE. 70.225 HIGHWAY 111, SUITE D A BLYTHE, CA 92225 EL CENTRO, CA"92243 RANCH (7601 E, CA CALIFORNIA 92270 EL= 39157 Exp. 3-37-18 O PHONE: (760)922-0668 HONE: (760)337-3663 PHOFAX ,769)328-5281 FROM STATION 1+OOE TO STATION 5+OOE 12 OF 50 SHTS-' FAX (76°)922-0660 F (760)337-5997 sr9rF CAv P PREPARED B .� R.C.E. NO. 27943 FOR: W.O. COUNTY DATE 08/10/16 SCALE: FILE NO. H— V ---- -- - -- w w in z z z co c� r- z z 0 w z O w w z z w 386 EP 386.1 L,NS 386. RM, CNN 49D 1E d 382 EXISTING NATIVE FAITH STA QA 00.00E IEP 384.24 `DESIGN NORTH EDGE OF PAVEMENT S,2.g o DESIGN NORTH EDGE .� _ --OF PAVEMENT — STA 7+00.00E �\ EP 381.32 fNS .380,91 ),, 382 :N 378 376 1 380 374 NORTH - EDGE OF PAVEMENT PVI STA: 5+33.45 386 380 PVI ELEV: 385.98-- S=?.92/o K: 70.00 04 + OD LVC: 178.47 co- DESIGN CENTERLINE LO w TOP OF PAVEMENT 384 378 DESIGN CENTERLINE w TOP OF PAVEMENT (NS ata 922)I STA 6+00.00E S�2�S�/o STA 7+0O.00E TP 383.98 - 382 376 EXISTING NA l IVB _ TP 381.06_ _ � _ _ _. EARTH (NS S 3480, 95)11 380 1 1 374 CENTERLINE - TOP OF PAVEMENT I I L _r_F I._ - 386 380 ST1NG NATIVE FAhTH -��$ _ 5=2.26 % 384 378 - - (NS 383,771) ........--- E,XIS 1 ING NA I IVIS -- — DESIGN SOUTH EDGE.f,H" H OF PAVEMENT STA 6+00.00E� EP 383.72 Sz� 382 376 295% DESIGN SOUTH EDGE OF PAVEMENT STA 7+00.00E 380 374 SOUTH - EDGE OF PAVEMENT EP 380.80 APN 821-110-004 STA 8+00.00E 1 EP 378.37 DESIGN OF PAVI EXISTING NATIVE EARTH TH EDGE S\3% JT NORTH - EDGE OF PAVEMENT . La�LS CI��NATIVE --- — -FAPTH -- STA 8+00.00E TP 378.11 DESIGN CENTERLINE PROFILE SCALE HORIZONTAL: = 20' 380 VERTICAL: 1" = 2' EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. 378 O6 EXISTING DIRT ACCESS ROAD TO REMAIN. STA 9+00.o0E 1•— W SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 U) O FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF „r a 331 C( 386 STA 5+00.00'. TP 385.89 LIJ -E' Z (t1S 365 6611 t- - J Q O1 PRIOR TO THE INSTALLATION OF THE A.C.PAVEMENT AND CLASS 2 BASE STRUCTURAL = U 384 W SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW Q U) U) DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO 382 O & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. ILL N_ PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT Q I.— 380 W BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. s W Z W W 386 378 U) SECTION THE CONTRACTOR SHALL SCARIFY AND RECOMPACT T O A DEPTH OF 1 FOOT BELOW STA 5+00.00E DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO 384 EP 385.63 d 382 EXISTING NATIVE FAITH STA QA 00.00E IEP 384.24 `DESIGN NORTH EDGE OF PAVEMENT S,2.g o DESIGN NORTH EDGE .� _ --OF PAVEMENT — STA 7+00.00E �\ EP 381.32 fNS .380,91 ),, 382 :N 378 376 1 380 374 NORTH - EDGE OF PAVEMENT PVI STA: 5+33.45 386 380 PVI ELEV: 385.98-- S=?.92/o K: 70.00 04 + OD LVC: 178.47 co- DESIGN CENTERLINE LO w TOP OF PAVEMENT 384 378 DESIGN CENTERLINE w TOP OF PAVEMENT (NS ata 922)I STA 6+00.00E S�2�S�/o STA 7+0O.00E TP 383.98 - 382 376 EXISTING NA l IVB _ TP 381.06_ _ � _ _ _. EARTH (NS S 3480, 95)11 380 1 1 374 CENTERLINE - TOP OF PAVEMENT I I L _r_F I._ - 386 380 ST1NG NATIVE FAhTH -��$ _ 5=2.26 % 384 378 - - (NS 383,771) ........--- E,XIS 1 ING NA I IVIS -- — DESIGN SOUTH EDGE.f,H" H OF PAVEMENT STA 6+00.00E� EP 383.72 Sz� 382 376 295% DESIGN SOUTH EDGE OF PAVEMENT STA 7+00.00E 380 374 SOUTH - EDGE OF PAVEMENT EP 380.80 APN 821-110-004 STA 8+00.00E 1 EP 378.37 DESIGN OF PAVI EXISTING NATIVE EARTH TH EDGE S\3% JT NORTH - EDGE OF PAVEMENT . La�LS CI��NATIVE --- — -FAPTH -- STA 8+00.00E TP 378.11 DESIGN CENTERLINE PROFILE SCALE HORIZONTAL: = 20' 380 VERTICAL: 1" = 2' EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. 378 O6 EXISTING DIRT ACCESS ROAD TO REMAIN. STA 9+00.o0E 1•— TOP OF PAVEMENT S,2 376 9 o STA 9+00.00E 3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, �\ TP 375.16 O O PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). LL COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH fNS 37 6 / f� 374 AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. CENTERLINE - TOP OF PAVEMENT III 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL (NS 37'8 3 1) EXISTING NATIVE _ f _EARTE; STA 8+00.00E PP 177 85 W SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 O FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF „r a 331 374 19 DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, - -E' CONSTRUCTION KEYNOTES Q O1 PRIOR TO THE INSTALLATION OF THE A.C.PAVEMENT AND CLASS 2 BASE STRUCTURAL W SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW U) U) DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO 380 & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT Q OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. Uj Z O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL 378 SECTION THE CONTRACTOR SHALL SCARIFY AND RECOMPACT T O A DEPTH OF 1 FOOT BELOW _) DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO U & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, 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 Q BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. TOP OF PAVEMENT S,2 376 9 o STA 9+00.00E 3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, �\ TP 375.16 O O PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). LL COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH fNS 37 6 / f� 374 AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. CENTERLINE - TOP OF PAVEMENT III 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL (NS 37'8 3 1) EXISTING NATIVE _ f _EARTE; STA 8+00.00E PP 177 85 DESIGN SOUTH EDGE 376 __. OF PAVEMENT -- .__.__-____ __ S\S'\ __. jr ;3,75,2-1 -'1 _ r STA 9+00.00E EP 374.90 374 SOUTH - EDGE OF PAVEMENT . O JNOTE: o WORK CONTAINED WITHIN THESE PLANS Nv� A SHALL NOT COMMENCE UNTIL AN DIALENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE ..� DAYS BEFORE YOU DIG YOU DIG The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE A l 1 and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY I DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS R.1 DATE COUNTY i No.27943 O Exp. 3-31-18 rv(v CrArwC1Fi 20' 0' 20' 40' 60' SCALE: 1"=20' BENCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 11 The Holt G ro U Inc. n I C. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT `PLANNING SEE SHEET 3 FOR 201-E.HOSSONWAY 1601 N. IMPERIAL AVE. 70.225HIGHVVAYIII SUITED BENCHMARK DESCRIPTION RIVERSIDE AVENUE IMPROVEMENT PLAN BLYTHE, CA 92225 EL CENTRO. CA 92243 RANCHONEO MIRAGE, CALIFORNIA 92270 EL= 391.57 PHONE: (760)922-4658 ONE: (760)337-3663 FAX. (760)3285261 FROM STATION 5+00 TO STATION 9+40 5280 FAX : (760) 922-4660 X � (760) 337-5997 a, PREPARED B4:0 R.C.E. NO. 27943W.O.R: WCOUNTY (� Of SCALE w f d ` DATE 08/10) H: V RILE NO. SHEET NO BLS -13 t OF 50 SH' y W SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF 380 WMAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND W SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. W U) 378 DESIGN SOUTH EDGE 376 __. OF PAVEMENT -- .__.__-____ __ S\S'\ __. jr ;3,75,2-1 -'1 _ r STA 9+00.00E EP 374.90 374 SOUTH - EDGE OF PAVEMENT . O JNOTE: o WORK CONTAINED WITHIN THESE PLANS Nv� A SHALL NOT COMMENCE UNTIL AN DIALENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE ..� DAYS BEFORE YOU DIG YOU DIG The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE A l 1 and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY I DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS R.1 DATE COUNTY i No.27943 O Exp. 3-31-18 rv(v CrArwC1Fi 20' 0' 20' 40' 60' SCALE: 1"=20' BENCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 11 The Holt G ro U Inc. n I C. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT `PLANNING SEE SHEET 3 FOR 201-E.HOSSONWAY 1601 N. IMPERIAL AVE. 70.225HIGHVVAYIII SUITED BENCHMARK DESCRIPTION RIVERSIDE AVENUE IMPROVEMENT PLAN BLYTHE, CA 92225 EL CENTRO. CA 92243 RANCHONEO MIRAGE, CALIFORNIA 92270 EL= 391.57 PHONE: (760)922-4658 ONE: (760)337-3663 FAX. (760)3285261 FROM STATION 5+00 TO STATION 9+40 5280 FAX : (760) 922-4660 X � (760) 337-5997 a, PREPARED B4:0 R.C.E. NO. 27943W.O.R: WCOUNTY (� Of SCALE w f d ` DATE 08/10) H: V RILE NO. SHEET NO BLS -13 t OF 50 SH' y 374 372 I 370 O EXISTING KEYNOTES STA 13+00.00E STA 12+00.00E EP 364.03 EP 366.56 368 Uj U) DESIGN NORTH EDGE Q 374 OF PAVEMENT z M J 362 r NORTH - EDGE OF PAVEMENT o 372 PVI STA: 12+40.00 rn PVI ELEV: 365.12 ~ O 370 Q CONSTRUCTION KEYNOTES C14m LVC: 56.02 z M r cr) J T_ = 368 366 Uj PAVEMENT OVER 0.67' OF CLASS 2 BASE COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT Uj E 06 E:XI TING !DATIVE I- 7STA+00.00ES\1-/ 1D EAR1 C14 Uj O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL UjA- _. 364 w w m D D z Z o 0 ti F z U 9 w (n 6C y w w w z a z w ar O 372 370 1 ,adv 3 J" i. 7 STA 10+00.00E I EP 372.46 yr` 4 372,12) EXISTING NATIVE EARTH STA 11+0O.00E EP 369.51 DESIGN NORTH EDGE 711 OF PAVEMENTL) 3') NORTH NORTH - EDGE OF PAVEMENT STA 10+00.00E tt;::: NTERLINE MENT STA 11+0O.00E TP 369.25 � iUJ JV _✓_ V 5i 2.95% CENTERLINE - TOP OF PAVEMENT STA 10+00.00E 9Sr IFffP 371.94 EXISTING NATIVE EARTH 371,71 -DESIGN SOUTH EDGE OF PAVEMENT SOUTH - EDGE OF PAVEMENT 10- -OOE 11 STA 11+0O.00E� 374 372 370 m 374 372 370 374 372 370 0 I ml 362 m 366 364 362 366 364 362 PROFILE SCALE HORIZONTAL:1" = 20' 368 VERTICAL: 1" = 2' EXISTING NATIVE11366 EARTH I _ 1 DESIGN CENTERLINE S�=4% TOP OF PAVEMENT . sp,q ) ---- CENTERLINE - TOP OF PAVEMENT �I jIVS _366 =32') EXISTING NATIVE -S, - ---- t-ESP"TI1 -- --.... —__ --- - - \7Y y STA 12+00.00E EP 366.04 S_2.24 % _ (P ` 36_3 W DESIGN SOUTH EDGE OF PAVEMENT STA 13+00.00E ---------- ., __ _ _._____._---------- EP 363.51 SOUTH - EDGE OF PAVEMENT EXISTING KEYNOTES STA 13+00.00E STA 12+00.00E EP 364.03 EP 366.56 364 Uj 8`2 24% DESIGN NORTH EDGE 00 OF PAVEMENT M 5.363 69) II 362 r NORTH - EDGE OF PAVEMENT PVI STA: 12+40.00 rn PVI ELEV: 365.12 ~ K: 79.00 ----- - . Q CONSTRUCTION KEYNOTES C14m LVC: 56.02 z (NS 366,5i`) r cr) J DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO = & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. 366 PAVEMENT OVER 0.67' OF CLASS 2 BASE COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT U E 06 E:XI TING !DATIVE I- 7STA+00.00ES\1-/ EAR1 C14 O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL _. 364 U w O TP 366.30 w 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 STA 13+00.00E r 362 TP 363.77 1 DESIGN CENTERLINE S�=4% TOP OF PAVEMENT . sp,q ) ---- CENTERLINE - TOP OF PAVEMENT �I jIVS _366 =32') EXISTING NATIVE -S, - ---- t-ESP"TI1 -- --.... —__ --- - - \7Y y STA 12+00.00E EP 366.04 S_2.24 % _ (P ` 36_3 W DESIGN SOUTH EDGE OF PAVEMENT STA 13+00.00E ---------- ., __ _ _._____._---------- EP 363.51 SOUTH - EDGE OF PAVEMENT RT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A rfi TWO WORKING GRADING PERMIT HAS BEEN ISSUED. V BEFORE k DAYS BEFORE YOU DIG YOU DIG c~i The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE $ () and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during constniction, the private engineer shall be responsible for MARK BY DATE z UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS APPR.I DATE COUNTY %Exp. BENCHMARK: SEE SHEET 3 BLYTHE If SOLAR PROJECT IP 160026 SHEET NO. The Holt G ro u Inc.1OFF-SITE-IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -14 ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING SEE SHEET 3 FOR 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SURE D BENCHMARK DESCRIPTION RIVERSIDE AVENUE IMPROVEMENT PLAN BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO NCHO(MIRAG , CALIFORNIA 52270 ELS 39157 PHONE: (760)922-4658 p ONE: (760)337-3883 FAX. 760)328-5281 FROM STATION 9+40E TO STATION 13+80.E FAX (760)922-4660 (760)337-5997 14 OF 50 SHTS PREPARED BYj1W R.C.E. NO. 27943 FOR: W.O. COUNTY a DATE 0$/10/16 SCALE: FILE NO. H: V: y EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. O5 EXISTING CHAIN LINK FENCE TO REMAIN. 364 Uj 00 M 362 r U) ~ 368 Q CONSTRUCTION KEYNOTES UJ O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL z SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW J DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO = & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. 366 PAVEMENT OVER 0.67' OF CLASS 2 BASE COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT U OF MAXIMUM DENSITY PER ASTM D01557 SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR I- BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW 364 DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO O & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, LL 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. r 362 O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, LLI PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF LLI 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH 368 Uj AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. U) 10 A CALIFORNIA -LICENSED LAND SURVEYOR/AUTHORIZEED 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 366 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 DETAIL B AND C (COUNTY OF RIVERSIDE STANDARDDETAILNO. 901 AND 9031 ON SHEET BLS -41. 364 11 EXISTING PROPERTY CORNER TO BE PROTECTED IN PLACE. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, 362 DATED 02-13-2001. SEE SECTION DETAIL A A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. RT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A rfi TWO WORKING GRADING PERMIT HAS BEEN ISSUED. V BEFORE k DAYS BEFORE YOU DIG YOU DIG c~i The private engineer signing these plans is responsible for assuring the accuracy TOLL FREE $ () and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during constniction, the private engineer shall be responsible for MARK BY DATE z UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS APPR.I DATE COUNTY %Exp. BENCHMARK: SEE SHEET 3 BLYTHE If SOLAR PROJECT IP 160026 SHEET NO. The Holt G ro u Inc.1OFF-SITE-IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -14 ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING SEE SHEET 3 FOR 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SURE D BENCHMARK DESCRIPTION RIVERSIDE AVENUE IMPROVEMENT PLAN BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO NCHO(MIRAG , CALIFORNIA 52270 ELS 39157 PHONE: (760)922-4658 p ONE: (760)337-3883 FAX. 760)328-5281 FROM STATION 9+40E TO STATION 13+80.E FAX (760)922-4660 (760)337-5997 14 OF 50 SHTS PREPARED BYj1W R.C.E. NO. 27943 FOR: W.O. COUNTY a DATE 0$/10/16 SCALE: FILE NO. H: V: y STA 14+00.00E 362 356 m EXISTING NATIVE I`IVE EARTH O NOTE WORK CONTAINED WITHIN THESE PLANS A A SHALL NOT COMMENCE UNTIL AN nBEFORE ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. �..PAYS BEFORE YOU DIG The private engineer sighing 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 PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval bythe county. I ENGINEER 362 360 STA 16+00.00E EP 357.30 358 (NS :357, 356 362 360 STA 16+00.00E 358 TP 357.04 (ISIS -356,71356 WYE Mie STA15+00.00E S� STA 16+00.00E 358 EP 359.03 EP 356.78 INS 356-''�' 356 SOUTH - EDGE OF PAVEMENT 15+OOE 16+OOE CAITHNESS BLYTHE ii 565 5TH AVENUE NFW YORK NY 10017 REVISIONS ---- DESIGN NORTH EDGE LLJ- 358 STA 16+00.00E OF PAVEMENT 358 Ui ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING (NS 363 3Jj __ VERTICAL: V=2' BE TK o 360 356 STA 15+00.00E 360 __ STA 14+00.00E LLJ EP 359.55 EP 361.27 EXISTING NATIVE- S_2,200 EL=391.57' DESIGN SOUTH EDGE EARTH �_/ 358 354 ',sNS 358971 FAX: (760)922-4660 (760)337-5997 FAX (760)328-5281 356 10 EXISTING POWER POLE TO REMAIN. P EARTH i NORTH - EDGE OF PAVEMENT w 0 Cp W 0 PREPARED BY R.C.E. NO. 27943 + O jNS 361 918} SCALE:H: 362 N r V: H + 352 �"- S_ EXISTING NATIVE �� 00 - NORTH -EDGE H STA 14+0O.00E EARTH -- 360 TP 361.53 DESIGN CENTERLINE _ LN' j�9 52) TOP OF PAVEMENT -"-' Z I-- STA 15+0O.00E S_2.24 YO = 358 TP 359.29 358~ STA 16+00.00E _ __ ____ __._ _ DESIGN CENTERLINE Q TOP OF PAVEMENT w 356 Z EXISTING NATIVE CENTERLINE - TOP OF PAVEMENT U 3565 �_ 1171 --- S_224% /� _ - _. __ 7111 -STA PVI ELEV: 351.86 _ DESIGN CENTERLINE K: 70.00 356 Z U CONSTRUCTION KEYNOTES 17+06.60E TOP OF PAVEMENT LVC: 92.23 TP 354.80 �-- O1 PRIOR TO THE INSTALLATION OF THE A.C.PAVEMENT AND CLASS 2 BASE STRUCTURAL r Q SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW rn 362 DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO 354 (NS 354.71 356 m EXISTING NATIVE I`IVE EARTH O NOTE WORK CONTAINED WITHIN THESE PLANS A A SHALL NOT COMMENCE UNTIL AN nBEFORE ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. �..PAYS BEFORE YOU DIG The private engineer sighing 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 PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval bythe county. I ENGINEER 362 360 STA 16+00.00E EP 357.30 358 (NS :357, 356 362 360 STA 16+00.00E 358 TP 357.04 (ISIS -356,71356 WYE Mie STA15+00.00E S� STA 16+00.00E 358 EP 359.03 EP 356.78 INS 356-''�' 356 SOUTH - EDGE OF PAVEMENT 15+OOE 16+OOE CAITHNESS BLYTHE ii 565 5TH AVENUE NFW YORK NY 10017 REVISIONS ---- LLJ- 358 STA 16+00.00E HORIZONTAL:V = 20' 358 Ui ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING S�� __ VERTICAL: V=2' BE TK o x 356 Ll.l 360 __ STA 14+00.00E LLJ EP 361.27 BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE O5 EXISTING CHAIN LINK FENCE TO REMAIN. EL=391.57' DESIGN SOUTH EDGE OF PAVEMENT PHONE: (760)922-4658 PHONE: (760)337-3883 :(760)32&5280 OF PAVEMENT 354 358 FAX: (760)922-4660 (760)337-5997 FAX (760)328-5281 356 m EXISTING NATIVE I`IVE EARTH O NOTE WORK CONTAINED WITHIN THESE PLANS A A SHALL NOT COMMENCE UNTIL AN nBEFORE ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. �..PAYS BEFORE YOU DIG The private engineer sighing 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 PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval bythe county. I ENGINEER 362 360 STA 16+00.00E EP 357.30 358 (NS :357, 356 362 360 STA 16+00.00E 358 TP 357.04 (ISIS -356,71356 WYE Mie STA15+00.00E S� STA 16+00.00E 358 EP 359.03 EP 356.78 INS 356-''�' 356 SOUTH - EDGE OF PAVEMENT 15+OOE 16+OOE CAITHNESS BLYTHE ii 565 5TH AVENUE NFW YORK NY 10017 REVISIONS R.1 DATE COUNTY LIMITS OF CONSTRUCTION MATCH EXISW GRADE �nl T 0 00 IU) W +tO j r Uj W U) W W �LLJ J 20' 0' 20' 40' 60' SCALE: 1"=20' BENCHMARK: SEE SHEE QR ESS/ PROFILE SCALE 358 STA 16+00.00E HORIZONTAL:V = 20' 358 Ui ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING EP 357.30 _ __ VERTICAL: V=2' BE TK o x 356 SNS 33%.0;31 ____. _- - STA 17+0O.00E -EP 355.06 _. .. ,.__. __ 356 EXISTING KEYNOTES --E - O EXISTING NATIVE MATERIAL TO REMAIN. DESIGN NORTH EDGE S`�/ BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE O5 EXISTING CHAIN LINK FENCE TO REMAIN. EL=391.57' Exp. 3-31-18 OF PAVEMENT PHONE: (760)922-4658 PHONE: (760)337-3883 :(760)32&5280 354 EXISTING NATIVE FAX: (760)922-4660 (760)337-5997 FAX (760)328-5281 10 EXISTING POWER POLE TO REMAIN. P EARTH i _STA 18+00.00E _ _. 354 EP 352.83 Cp W PREPARED BY R.C.E. NO. 27943 O SCALE:H: N 08/10/16 V: + 352 �"- 352 00 - NORTH -EDGE OF PAVEMENT_ -- Q I-- cA 358~ STA 16+00.00E _ __ ____ __._ _ 358 Q TP 357.04 w Z EXISTING NATIVE PVI STA: 18+30.92 J 3565 �_ 1171 --- S_224% /� _ - _. __ 7111 -STA PVI ELEV: 351.86 _ DESIGN CENTERLINE K: 70.00 356 Z U CONSTRUCTION KEYNOTES 17+06.60E TOP OF PAVEMENT LVC: 92.23 TP 354.80 �-- O1 PRIOR TO THE INSTALLATION OF THE A.C.PAVEMENT AND CLASS 2 BASE STRUCTURAL 000 Q SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW rn DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO 354 (NS 354.71 rl-+ a & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.67' OF CLASS 8:z2.24%,354 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT O OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR m m LI. BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL 352 SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW 352 DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO CENTERLINE STA 18+00.00E - TOP OF PAVEMENT Uj & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001 INSTALL 1 -FOOT -WIDE, 1 -FOOT -DEEP CLASS 2 BASE SHOULDER. COMPACT CLASS TP 352.57 ov 3i2 01' Uj 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 358 STA 16+0O.00E .__:_-.... _._.____ 358 Uj O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, W PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF EP 356.78 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS 356 SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH 356 AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. ; 6 $; J 39 73 `4/ STA 17+00.00E O9 INSTALL P.C.C. DIP AREA SECTION PER COUNTY OF RIVERSIDE STANDARD DETAIL NO. 307. SEE EP 354.54 DESIGN SOUTH EDGE DETAIL D ON SHEET BLS -41 (26' -WIDE MINIMUM). OF PAVEMENT 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL 354 EXISTiNG NATIV - 354 SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 - EARTH T I I `S'2.24% STA 18+00.00E FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF aNS 354..E _ \� MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, EP 352.31 DATED 02-13-2001, SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 352 352 SOUTH - EDGE OF PAVEMENT - 16+OOE 17+OOE 18+OOE R.1 DATE COUNTY LIMITS OF CONSTRUCTION MATCH EXISW GRADE �nl T 0 00 IU) W +tO j r Uj W U) W W �LLJ J 20' 0' 20' 40' 60' SCALE: 1"=20' BENCHMARK: SEE SHEE QR ESS/ The Holt Group, Inc. 1 Ui ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING SEE SHEET 3 FOR BE TK o x BENCHMARK DESCRIPTION N0. 27943m 201. E. HOBSONWAY 1601 N. IMPERIAL AVE. 70,225 HIGHWAY 111. SUITE 0 ;a BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE EL=391.57' Exp. 3-31-18 0 PHONE: (760)922-4658 PHONE: (760)337-3883 :(760)32&5280 FAX: (760)922-4660 (760)337-5997 FAX (760)328-5281 T�FAP P Cp PREPARED BY R.C.E. NO. 27943 SCALE:H: DATE 08/10/16 V: BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 5 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 13+80E TO STATION18+0E 15 OF 50 SHT FOR: W.O. COUNTY 9 (i r FILE NO. E ix w m z z 0 o CO ti Lo o z w z 0 U w J in d t0 CLw EL z S C9 Z w w _ z iyO U. t350 STA 19+00.00E DESIGN NORTH EDGE -- EP 351.48 OF PAVEMENT _ S_ —93% {PqS 35 x. Qf -EXISTING NATIVE EAR TH348 +o O o "fes NAA A DIALENCROACHMENT TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG ES Q � The Holt Group, Inc. O N PVI STA: 18+30.92 ti: r 1 n, ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT ` PLANNING PVI ELEV: 351.86 +� 00 Q O R K,H T 7- N0. 27943 In K: 70.00 � CO 352 LVC: 92.23 _- ___ 66 6i __. STA 19+0O.00E DESIGN CENTERLINE MARK BY '— ww S--0.93% TP 351.22 TOP OF PAVEMENT FAX (760)922-0660 FAX p60)328-5281 (7fi0)337-5997 Q APPR. DATE S=0.93% - UJI REVISIONS COUNTY - Z 350 DATE EXISTING ATIVE J EART U h 348 cQ 0 LL r W 352 07 S�3y/o STA 19+00.00E DESIGN SOUTH EDGE W EP 350.96 ;OF PAVEMENT LLI __ S=0.93% 350 (IUS 350,3,3j EXIST iNNATIVE EARTH 348 GRADE "- \_ a U H v a. O o "fes NAA A DIALENCROACHMENT TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG ES Q � The Holt Group, Inc. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. r 1 n, ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT ` PLANNING O R K,H T 7- N0. 27943 In 201 E HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D 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 beresponsible for determining an acceptable solution and revising the plans for approval by the county. TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT X7 - Exp, 3-31-18 0 BLYTHE. CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE; CALIFORNIA 92270 PHONE: (760) 922-4658 PHONE (760) 337-3883 PHONE (760) 328-5260 MARK BY DATE ENGINEER C/ V O, Q F STA 20+00.00E .349 12 NORTH - EDGE OF PAVEMENT STA 20+00.00E 349.7:) CENTERLINE - TOP OF PAVEMENT STA 20+00.00E STA 21+00.00E EP 349.63 _-S=0 930X DESIGN NORTH EDGE ---- OF PAVEMENT _(NS 349,401) t- I TII NATIVE . EARTH PROFILE SCALE HORIZONTAL: 1 " = 20' VERTICAL: 1"=2' STA 22+00.00E SEP 3 8 PVI STA: 22+35.12 - PVI ELEV: 348.12 K: 100.00 LVC: 174.32 C.0 rn DESIGN CENTERLINE 06 TOP OF PAVEMENT + cr) r rW 'J s.5 +, 1 C.14 w ftJ.I. STA 21+00.00E _ S=1.25% TP 349.37 DATIVE EARTH STA 21+00.00E Ut51UN 5UU I H tUUt S=0.93% EP 349.11 OF PAVEMENT 5=1.23% STA 22+00.00E SOUTH - EDGE OF PAVEMENT 21 34881), -- —a EP 348.05 -EXI TING NATIVE IVE �- EARTH _ 11`1`:Szl,r �•rj -r CAITHNESS BLYTHE 11 352 350 W 348 0 N Q U) Q W 352 Z F_ 350 cQ G 348 O ti r W w U) UjW 352 U) 350 TF 0- CO — N 201 N FIE QVE Q� D LF'.i (rte 3 W� J V_ W Z W3 W - Z J U 20' 0' 20' 40' 60' SCALE: 1"=20' 27943 08/10/16 EXISTING KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN. O EXISTING CHAIN LINK FENCE TO REMAIN. 10 EXISTING POWER POLE TO REMAIN. CONSTRUCTION KEYNOTES O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42, OF A.C. PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION THE CONTRACTOR SHALLR SCA IFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557 APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: H: V: 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -16 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 18+20E TO STATION 22+60E 16 OF 50 SHT FOR: I W.O. I FILE NO. 4 r_Z v ES Q � The Holt Group, Inc. r 1 n, ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT ` PLANNING O R K,H T 7- N0. 27943 In 201 E HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D X7 - Exp, 3-31-18 0 BLYTHE. CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE; CALIFORNIA 92270 PHONE: (760) 922-4658 PHONE (760) 337-3883 PHONE (760) 328-5260 C/ V O, Q F FAX (760)922-0660 FAX p60)328-5281 (7fi0)337-5997 APPR. DATE Cp+� PREPARED B : /. R.C.E. NO. REVISIONS COUNTY DATE 27943 08/10/16 EXISTING KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN. O EXISTING CHAIN LINK FENCE TO REMAIN. 10 EXISTING POWER POLE TO REMAIN. CONSTRUCTION KEYNOTES O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42, OF A.C. PAVEMENT OVER 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION THE CONTRACTOR SHALLR SCA IFY AND RECOMPACT TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557 APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: H: V: 3 BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -16 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 18+20E TO STATION 22+60E 16 OF 50 SHT FOR: I W.O. I FILE NO. 4 r_Z v c� w pe u 9 Im 346 344 LLJO (0 N 342 Q Q348 W J = 346 I- 344 0 ILL 342 LLIW W F48 W 346 STA 23+00.00E PROFILE SCAL1346 HORIZONTAL: _ VERTICAL: 1"=2* ;_styS 345.2 } ,-EXISTING NATIVE EARTI•- 344 DESIGN SOUTH EDGE OF PAVEMENT fNS 343,05) 5=1.49% _7STA 24+0O.00E _ 342 EP 343.52 - SOUTH EDGE OF PAVEMENT m 0EI APN 821-120-028 Al - A �Ao M�tAIro RT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A O WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG 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 PUBLIC SERVICE BY county approval or during construction, the private engineer shag be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS STA 25+00.00E R.1 DATE COUNTY DESIGN SOUTH EDGE OF PAVEMENT N*° 2713 Ex 3-31-18 O P s T9T O� V11 (Y rip"_ l START OF EXISTING EDGE OF AVERIEN_I. iIVE EARTH EXISTING STA 27+00.00E EP 342.06 342 23) \ STA 26+00.00E APN 821-120-028 BLYTHE ENERGY 344 LLI O 342 Q 348 ~ a z J 346 = 344 0 00 342 � w U) 348 I,IJ LLI (7 344 342 W O O N Fa - U) W J 00 r W W (n W W U) I Z J U Q 20' 0' 20' 40' 60' SCALE: V=20' The Holt Group, Inc. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT "PLANNING 201E HOBSONWAY (NS 346t�2} 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) 328-5280 FAX (760)922.466° (760)337-5997 FAX (760)328-5281 S�2�2-� (tv`S 344 /6) EXISTING NATIVE R.C.E. NO. DATE DESIGN NORTH EDGE EARTH OF PAVEMENT INS 342 89j STA 24+0O.00E �_ STA 25+0O.00E STA 26+00.00E DESIGN NORTH EDGE EP 342.41 STA 27+00.00E EP 342.27 EP 344.05 EP 342.52 OF PAVEMENT S=0.18% S--0.47% NORTH - EDGE OF PAVEMENT_w_. {NS 342.x`"EXISTING TART OFEXISTING �- NATIVE EARTH EDGE OF PAVEMENT PVI STA: 22+35.12 00 NCD PVI ELEV: 348.12 K: 100.00 N _ _ _. -_ PVI STA: 24+76.83 co LVC: 174.32 C0 PVI ELEV: 341.67 U 00 � K: 70.00 > W ro LVC: 213.90 PVI STA: 26+71.42 _W 67o m + m N 00 _.-___ _ PVI ELEV: 342.42 LOW PT. STA: 25+56.70 �_�-; U LOW PT ELEV: 342.03 n o C6 cli K: 97.73 STA 23+00.00E m NS 344 64} EXISTING NATIVE + co LVC: 71.00 TP 346.36 m , EAF�'TIi N irj TART OF EXISTING-. TING-. � � HIGH PT. STA: 26+73.73 v TOP OF PAVEMENT I ui c; HIGH PT ELEV: 342.36 DESIGN CENTERLINE > M �+ - TOP OF PAVEMENT - -- `�--4� p'r} __ W hX1 TIN -y- __ > . --m + co W NATIVE ANTI j N U STA 24+00.00E `~ S-1.62% 25+00.00E cn 0 TP 343.79 TP 342.26_ tfVS }42 43} (-) m -_ - S=0.47%- S=0.15% I co S�.07% CENTERLINE - TOP OF PAVEMENT DESIGN CENTERLINE sTa 26+oo.00E TOP OF PAVEMENT TP 342.15 STA 23+00.00E EP 346.10 ;_styS 345.2 } ,-EXISTING NATIVE EARTI•- 344 DESIGN SOUTH EDGE OF PAVEMENT fNS 343,05) 5=1.49% _7STA 24+0O.00E _ 342 EP 343.52 - SOUTH EDGE OF PAVEMENT m 0EI APN 821-120-028 Al - A �Ao M�tAIro RT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A O WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG 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 PUBLIC SERVICE BY county approval or during construction, the private engineer shag be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS STA 25+00.00E R.1 DATE COUNTY DESIGN SOUTH EDGE OF PAVEMENT N*° 2713 Ex 3-31-18 O P s T9T O� V11 (Y rip"_ l START OF EXISTING EDGE OF AVERIEN_I. iIVE EARTH EXISTING STA 27+00.00E EP 342.06 342 23) \ STA 26+00.00E APN 821-120-028 BLYTHE ENERGY 344 LLI O 342 Q 348 ~ a z J 346 = 344 0 00 342 � w U) 348 I,IJ LLI (7 344 342 W O O N Fa - U) W J 00 r W W (n W W U) I Z J U Q 20' 0' 20' 40' 60' SCALE: V=20' 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) 328-5280 FAX (760)922.466° (760)337-5997 FAX (760)328-5281 PREPARED BY. R.C.E. NO. DATE EXISTING KEYNOTES_ OEXISTING NATIVE MATERIAL TO REMAIN. O EXISTING CHAIN LINK FENCE TO REMAIN. O EXISTING DIRT ACCESS ROAD 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. CONSTRUCTION KEYNOTES O PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.6T OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001 INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. OS INSTALL 0.33' OF A.C. PAVEMENT OVER VARIABLE THICKNESS CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. O INSTALL P.C.C. DIP AREA SECTION PER COUNTY OF RIVERSIDE STANDARD DETAIL NO. 307. SEE DETAIL D ON SHEET BLS -41 (26' -WIDE MINIMUM). 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. NCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10!16 I SCALE: H: V: BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 7 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 22+60E TO STATION 27+OOE 17 OF 50 SHTS FOR: W.O. COUNTY (� FILE NO. y 167.1,, Y s c� U w O 344 STA 27+00.00E jr2.27 STA 27+50.00E 342 EP 341 81 lk STA 27+00.00E EP 342.06 342 S=0.34% 340 1 { 7 - `1-I 1 72) EXIS'T'ING EDGE OF PAVEMENT -DESIGN NORTH EDGE OF PAVEMENT START TRANSITION TO 0.34 OVERLAY STA 28+00.00E TP 541.42) ;1P341 "?8 DESIGN CENTERLINE T( OF PAVEMENT START TRANSITION TO 0.34' OVERLAY STA 27+50.00E EP 341.90 STA 28+00.00E TP 342.16 1_1P 3 i. 33 STA 28+00.00E 1 5 1 DESIGN NORTH EDGE OF PAVEMENT END TRANSITION 0.34 OVERLAY I STA 28+99.99E EXISTING EDGE OF PAVEMENT NORTH I- EDGE OF PAVEMENT DESIGN CENTERLINE TOP OF PAVEMENT END TRANSITION 0.34' OVERLAY STA 28+99.99E TP 342.01 (iP349 til) 1111 - EXISTING TOP-) OF PAVEMENT CENTERLINE - TOP OF PAVEMENT DESIGN SOUTH EDGE OF PAVEMENT STA 29+00.00E EP 341.77 �%1}1 341 k - EXIS`i IN(D EDGE )_ OF PAVEMENT SOUTH - EDGE OF PAVEMENT �..T.AAPN 824-101-021 U LIMITS OF N8805436'E2624.57 (W)I04" 12'E 2624.92) BLYTHE ENERGY Q ' /CONSTRUCTION P.O. BOX 1210 BLYTHE, CA 92226 C7AA-- O NOTE: WORK CONTAINED WITHIN THESE PLANS A~ AP°^^"^^^^"^^^^"7"^A SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING ai GRADING PERMIT HAS BEEN ISSUED w BEFORE ..�� LDAYS BEFORE U YOU DIG YOU DIG The private engineer signing these plans Is responsible for assuring the accuracy aTOLL FREE 81 1 and acceptability of the design hereon. In the event of discrepancies arising after o A PUBLIC SERVICE BY county approval or during construction, the Ovate engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable soMonand revising the plansfor approval bythe county. ENGINEER REVISIONS R.) DATE COUNTY DESIGN NORTH EDGE STA 29+99.99E OF PAVEMENT 0.34 EP3 0 OVERLAY ` �;P 341.97) / EXISTING EDGE It OF PAVEMENT STA 29+99.99E TP 341.89 t P 34 :1.55)_ PROFILE SCALE HORIZONTAL: 1" = 20' VERTICAL: 1" = 2' 344 342 STA 30+99.99E TF \_CTP 3410 91Q 340 0 r M Q Q W 344 z J -DESIGN CENTERLINE U STA 30+99.99E TOP OF PAVEMENT I- 0 34' OVERLAY TP 341.66 342 cQ -- -- - J_ -G EXISTING TOP OF PAVEMENT ;1ITP 147 1 340 LL 00 W W Co W W 344 0) STA 30+oo.00E DESIGN SOUTH EDGE /-DESIGN PAVEMENT STA 31+00 OOE P :340 93) 3 Z � -EP 341 81? W No. 27943 m - A O 340 ' FAX (76°)922-4660 (760)337-5997 FAX (760)328-5281 EXISTING EDGE - ti R.C.E. NO. til"•- PAVEMENT N DATE cn PVI STA: 26+71.42 Q PVI ELEV: 342.42 W M K: 97.73 Z 344 o M LVC:71.00 J 4:14 W U �LU �- w Q 342 w S=0.34% STA 27+00.00E TP 342.32 O L" 7P 3 :% 1;s1 ___ 340 r EXISTING TOP - F PAVEMENT H W W W W (/) 344 lk STA 27+00.00E EP 342.06 342 S=0.34% 340 1 { 7 - `1-I 1 72) EXIS'T'ING EDGE OF PAVEMENT -DESIGN NORTH EDGE OF PAVEMENT START TRANSITION TO 0.34 OVERLAY STA 28+00.00E TP 541.42) ;1P341 "?8 DESIGN CENTERLINE T( OF PAVEMENT START TRANSITION TO 0.34' OVERLAY STA 27+50.00E EP 341.90 STA 28+00.00E TP 342.16 1_1P 3 i. 33 STA 28+00.00E 1 5 1 DESIGN NORTH EDGE OF PAVEMENT END TRANSITION 0.34 OVERLAY I STA 28+99.99E EXISTING EDGE OF PAVEMENT NORTH I- EDGE OF PAVEMENT DESIGN CENTERLINE TOP OF PAVEMENT END TRANSITION 0.34' OVERLAY STA 28+99.99E TP 342.01 (iP349 til) 1111 - EXISTING TOP-) OF PAVEMENT CENTERLINE - TOP OF PAVEMENT DESIGN SOUTH EDGE OF PAVEMENT STA 29+00.00E EP 341.77 �%1}1 341 k - EXIS`i IN(D EDGE )_ OF PAVEMENT SOUTH - EDGE OF PAVEMENT �..T.AAPN 824-101-021 U LIMITS OF N8805436'E2624.57 (W)I04" 12'E 2624.92) BLYTHE ENERGY Q ' /CONSTRUCTION P.O. BOX 1210 BLYTHE, CA 92226 C7AA-- O NOTE: WORK CONTAINED WITHIN THESE PLANS A~ AP°^^"^^^^"^^^^"7"^A SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING ai GRADING PERMIT HAS BEEN ISSUED w BEFORE ..�� LDAYS BEFORE U YOU DIG YOU DIG The private engineer signing these plans Is responsible for assuring the accuracy aTOLL FREE 81 1 and acceptability of the design hereon. In the event of discrepancies arising after o A PUBLIC SERVICE BY county approval or during construction, the Ovate engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable soMonand revising the plansfor approval bythe county. ENGINEER REVISIONS R.) DATE COUNTY DESIGN NORTH EDGE STA 29+99.99E OF PAVEMENT 0.34 EP3 0 OVERLAY ` �;P 341.97) / EXISTING EDGE It OF PAVEMENT STA 29+99.99E TP 341.89 t P 34 :1.55)_ PROFILE SCALE HORIZONTAL: 1" = 20' VERTICAL: 1" = 2' 344 342 STA 30+99.99E TF \_CTP 3410 91Q 340 0 r M Q Q W 344 z J -DESIGN CENTERLINE U STA 30+99.99E TOP OF PAVEMENT I- 0 34' OVERLAY TP 341.66 342 cQ -- -- - J_ -G EXISTING TOP OF PAVEMENT ;1ITP 147 1 340 LL 00 W W Co W W 344 0) STA 30+oo.00E DESIGN SOUTH EDGE /-DESIGN PAVEMENT STA 31+00 OOE P :340 93) 3 Z FRI,rRI"I'LIT m 1/ No. 27943 m - A Exp. 3-37-18 O EP 341.21 EXi i IN s EDGE OF PAVEMENT 31 342 340 I W Z.2 J - U 107 20' 0' 20' 40' 60' SCALE: 1"=20' The Holt Group, Inc. ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING 201 E HOSSONWAY 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) $37-3883 PHONE : (760) 328-5280 FAX (76°)922-4660 (760)337-5997 FAX (760)328-5281 PREPARED BYW R.C.E. NO. DATE EXISTING KEYNOTES O EXISTING NATIVE MATERIAL TO REMAIN. OEXISTING CHAIN LINK FENCE TO REMAIN. O EXISTING "NO PARKING" AND "ON SHOULDER" SIGN TO REMAIN. 12 EXISTING "ON SHOULDER" (NO PARKING SIGN MISSING) SIGN TO REMAIN. 15 EXISTING FRONTIER UNDERGROUND TELEPHONE LINE TO REMAIN. 19 EXISTING IRRIGATION VALVE TO REMAIN. CONSTRUCTION KEYNOTES O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0 42' OF A.C. PAVEMENT OVER 0.6T OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O2 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 1 -FOOT -WIDE, 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 BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. ® INSTALL 2 LIFTS OF OAT (TOTAL OF 0.34') OF A.C. PAVEMENT. O5 INSTALL 0.33' OF A.C. PAVEMENT OVER VARIABLE THICKNESS CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 2 -FOOT -WIDE, 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 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 RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS ILLUSTRATED BY THE GRADES ON THE IMPROVEMENT PLANS. THE CONTRACTOR SHALL COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS COMPLETED. SEE SECOND D -D AND E -E ON SHEET BLS -29. SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 I SCALE: H: V: BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 27+OOE TO STATION 31+40E 18 OF 50 SHT FOR: W.O. COUNTY FILE NO. a w 'Z Z N CO r` a In r z to It to Itz n 0 U 342 LU O 338 r M Q Q Uj Z 342 340 O338 00 r w LUW W F342 340 338 R DESIGN NORTH EDGE STA 31+99.99E OF PAVEMENT EP 341.01 0.34' OVERLAY f TID 340- 3� - EXISTING EDGE` OFPAVEMENT DESIGN CENTERLINE STA 31+99.99E TOP OF PAVEMENT _ TP 341 +9 --- 0.34' OVERLAY 37 EXISTING ING TOP-( _ CSF" PAVEMENT STA 32+00.00E - EP 341.12 fDP 340,71) -� EXISTING EDGE _7 OF Pf,�iIW=MENT STA 33+00.02E _.._ STA 33+42.69E } T P 340, 391 END 0.34' OVERLAY START OF 0.17' GRINDING, CRACK SEAL, TACK COAT, AND INSTALL TWO (2) 0.17' LIFTS OF 3/4" MIX NORTH - EDGE OF PAVEMENT GRIND 0.17', CRACK SEAL, TACK COAT, AND ADD 0.17' - LIFTS OF 3/4" MIX STA 34+0O.00E EP 340.77 ('TP 340 31) --- -- -- EXISTING EDGE f OF PAVEMENT STA 32+99.99E GRIND 0.1 T, CRACK SEAL, TP 341.38 STA 33+42.69E STA 34+00.00E TACK COAT, AND ADD TP 341.26 TP 340.92 0.17' LIFTS OF 3/4" MIX CTP 341. 04i P 3 7 \ _TT '340 a; END 0.34' OVERLAY EXI" I -IN SOP -' START OF 0.17' GRINDING, {.fg`jPAVEMENT CRACK SEAL, TACK COAT, AND INSTALL TWO (2) 0.17' LIFTS OF 3/4" MIX CENTERLINE - TOP OF PAVEMENT STA 33+00.00E STA 33+42.69E EP 340.98 EP 340.77 n END 0.42' OF A.C. OVER 0.6T OF CLASS 2 BASE INSTALLATION START CRACK SEAL AND SLURRY --------'_.__ SEAL AREA -- SOUTH -EDGE OF PAVEMENT STA 35-1 EP 340., (_lP 340, STA 35+00.00E TP 340.63 ITP 34'9-46) PROFILE SCALE HORIZONTAL: 1" = 20' VERTICAL: V=2' 3 340 W 338 O 00 L0 M Q U) Q W 342 z F_ 340 Q O 338 LL O N LU U) Uj LU 342 U) STA 34+00.00E GRIND 0.1 T, CRACK SEAL, EP 340.66 TACK COAT, AND ADD STA 35+00.00E 0.1T LIFTS OF 3/4" MIX EP 340.35 7Ij 340,49) 340 E�^XI �I G EDGE--/T�1T' 34� i 3) OF PAVEMENT 338 RT ��I I NOTE: WORK CONTAINED WITHIN THESE PLANS A&AAAnrowv A&1.VVmAn A DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE U YOU DIG YOU DIG 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 discrepanc es arising after O A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE z UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. Q _ ENGINEER SHALL NOT COMMENCE UNTIL AN 20' 0' 20' 40' 60' SCALE: 1 "=20' EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. O5 EXISTING CHAIN LINK FENCE 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. 15 EXISTING FRONTIER UNDERGROUND TELEPHONE LINE TO REMAIN. 18 EXISTING GATE TO REMAIN. 23 EXISTING 4" X 4" WOODEN BOLLARD TO REMAIN. 24 EXISTING P.C.C. SIDEWALK TO REMAIN. CONSTRUCTION KEYNOTES_ O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.6T OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM 0-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. ® INSTALL 2 LIFTS OF OAT (TOTAL OF 0.34') OF A.C. PAVEMENT. © AFTER THE SURFACE PLANING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL CRACK SEAL THE EXISTING A.C. PAVEMENT THE CONTRACTOR SHALL INSTALL A TACK COAT PRIOR TO THE INSTALLATION OF A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL TWO (2) LIFTS OF 0.17' (TOTAL OF 0.34') OF A.C. PAVEMENT. SEE DETAIL A ON SHEET BLS -41. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 2 -FOOT -WIDE, 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 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 RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS ILLUSTRATED BY THE GRADES ON THE IMPROVEMENT PLANS. THE CONTRACTOR SHALL COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS COMPLETED. SEE SECOND D -D AND E -E ON SHEET BLS -29. 17 INSTALL A 0.17' DEEP CLASS 2 BASE, 8 -FOOT WIDE SHOULDER, COMPACT THE CLASS 2 BASE SHOULDER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 27943 08!10116 SCALE: --- -- H: V BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 9' RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 31+40E TO STATION 35+80E 19 OF 50 SHTS; FOR: W.O. COUNTY n v FILE NO. ` 7 Sr CENGINEERING O RTK. LT y No. 27943 m Exp. 3-31-18 The Holt Group, Inc. ` SURVEYING `CONSTRUCTION MANAGEMENT' PLANNING 201E HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92?25 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 82270 PHONE: (760)9224658 PHONE: PHONE (760)32&5280 O Q (760)337-3883 FAX: (760)9224660 X (760)337-5997 FAX (750) 328-5281 sj9T CIVIL �\P F(O APPRI DATE PREPARED BY R.C.E. NO. REVISIONS cp��F COUNTY DATE EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. O5 EXISTING CHAIN LINK FENCE 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. 15 EXISTING FRONTIER UNDERGROUND TELEPHONE LINE TO REMAIN. 18 EXISTING GATE TO REMAIN. 23 EXISTING 4" X 4" WOODEN BOLLARD TO REMAIN. 24 EXISTING P.C.C. SIDEWALK TO REMAIN. CONSTRUCTION KEYNOTES_ O1 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 0.42' OF A.C. PAVEMENT OVER 0.6T OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D01557. SEE SECTION DETAIL A -A- ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. O3 AFTER THE PLACEMENT OF THE 6 -FOOT -WIDE CLASS 2 BASE SHOULDER IS COMPLETED, PLACE NATIVE MATERIAL FLUSH WITH SHOULDER SURFACE FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED ON THE IMPROVEMENT PLANS (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM 0-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. ® INSTALL 2 LIFTS OF OAT (TOTAL OF 0.34') OF A.C. PAVEMENT. © AFTER THE SURFACE PLANING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL CRACK SEAL THE EXISTING A.C. PAVEMENT THE CONTRACTOR SHALL INSTALL A TACK COAT PRIOR TO THE INSTALLATION OF A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL TWO (2) LIFTS OF 0.17' (TOTAL OF 0.34') OF A.C. PAVEMENT. SEE DETAIL A ON SHEET BLS -41. 12 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT A HORIZONTAL DISTANCE OF 7 FEET TO A DEPTH OF 1 FOOT BELOW DESIGN SUBBASE GRADE TO THE 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. SEE SECTION DETAIL A -A ON SHEET BLS -27 FOR BUTCH AVENUE AND SECTION B -B ON SHEET BLS -28 FOR RIVERSIDE AVENUE. 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 2 -FOOT -WIDE, 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 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 RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS ILLUSTRATED BY THE GRADES ON THE IMPROVEMENT PLANS. THE CONTRACTOR SHALL COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS COMPLETED. SEE SECOND D -D AND E -E ON SHEET BLS -29. 17 INSTALL A 0.17' DEEP CLASS 2 BASE, 8 -FOOT WIDE SHOULDER, COMPACT THE CLASS 2 BASE SHOULDER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 27943 08!10116 SCALE: --- -- H: V BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -1 9' RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 31+40E TO STATION 35+80E 19 OF 50 SHTS; FOR: W.O. COUNTY n v FILE NO. ` 7 342 340 W d 338 00 M Q U Q W Z 342 F_ Q 340 O U_ 338 C3 r LU W Ir I C/3 W W (1) F342 K111#1 338 STA 38+99.99E LPROFILE SCALE EP 340.06 [END OF 0.17' GRINDING, ONTAL:1" = 20' CRACK SEAL, TACK COAT,CAL: 1" = 2' AND INSTALL TWO (2) 342 n 17'1 IFT.q r);= 1/A" AAIX [GRIND 0.17', CRACK SEAL, STA 36+00.00E TACK COAT, AND ADD TWOEXI TI C3 EECE EP 340.20 (2) 0.1 T LIFTS OF 3/4" MIX STA 37+00.00E STA 38+46.09E II EP 340.01 STA 38+00.00E t=p� EP 339.90 =rI iF' 3140, 03)_I 1 339.134} - L. EXISTING EDGE' OF PAVEMENT [GRIND 0.17', CRACK SEAL, STA 36+00.00E TACK COAT, AND ADD TWO TP 340.43 (2) 0.17' LIFTS OF 3/4" MIX STA 37+00.00E (7P 340,2 ) EXI "IIN(.3) TOP OF PAVEMENT 340 05j STA 36+00.00E [GRIND 0.17', CRACK SEAL, EP 340.11 TACK COAT, AND ADD TWO STA 37+00.00E (2) 0.17' LIFTS OF 3/4" MIX EP 339.89 EXISTING ECCE OE= PAVEMENT 3.39 7 APN 821-120-028 EXISTING EDGE OF PAVEMENT NORTH - EDGE OF PAVEMENT .339.5C;.) EXISTING TOP_.. OF PAVEMENT STA 38+00.00E TP 340.02 ('_F'339185; CENTERLINE - TOP OF PAVEMENT STA 38+00.00E �T 3:39. DIN EXISTING EC�iaE-' OF PAVEMENT SOUTH - EDGE OF PAVEMENT 339 c39't (.7f' 3 39 7.3j 1 EXIT EINO EDGE-�� OF PAVEMENT END OF 0.17' GRINDING, CRACK SEAL, TACK COAT, AND INSTALL TWO (2) 0.1T LIFTS OF 3/4" MIX -EXISTING TOP - -- --- - -OP DAVEMEN r STA 39+00.00E STA 39+59.47E TP 340.31 EP 340.61 $ Ti£ I Oar J7x_p ,54f1.9 OF PAVEMENT STA 38+99.99E1 END OF 0.17' GRINDING, EP 340.08CRACK SEAL, TACK COAT, AND INSTALL TWO (2) 0.1T LIFTS OF 3/4" MIX STA 39+59.75E / I EP 340.53 `.._;-7..339 9.='1. EXISTING EDGE � OF PAVEMENT EXISTING G EDGE1 . OF PAVEMENT 340 338 342 340 338 342 340 338 EXISTING KEYNOTES OEXISTING A.C. PAVEMENT TO REMAIN. OEXISTING NATIVE MATERIAL TO REMAIN. OEXISTING CATCH BASIN TO REMAIN. OEXISTING GUARD RAIL TO REMAIN. OEXISTING CHAIN LINK FENCE TO REMAIN. 8O EXISTING "NO PARKING" AND "ON SHOULDER" SIGN TO REMAIN. O EXISTING 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. 21 EXISTING 18 -INCH DRAIN PIPE (WITHOUT A GRATE) TO REMAIN. 22 EXISTING RIP RAP TO REMAIN. APN 821-120-038 tM LAND LLC. WILSHIRE VARD #330 :LES. CA 90003 Z x C3 1- z r w z CI Ow0 AP z nnvwvw&NVvVW SAA b UO w DIAL N,V BEFORE 0 I= YOU DIG RT NOTE: WORK CONTAINED WITHIN THESE PLANS A SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. e E The Holt Group, Inc. O WORKING YS BEFORE YOU DIG O 8.. T 2' {{ m [ NO. 27943 m. f w Exp. 3-31-18 ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BLYTHE, CA 92225 RANCHO MIRAGE, CALIFORNIA 92270 EL CENTRO, CA 92243 PHONE'. (760)9224658 PHONE: (764)337-3883 PHONE:(760)328-5280 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 811 © A PUBLIC SERVICE BY County approval or during construction, theprivateengineer shall beresponsible forMARK BY DATE z UNDERGROUND SERVICE ALERT determining an acceptablesolub(mandrevisingtheplansforapprovalbythecounty. - -ENGINEER ._ .. 20' 0' 20' 40' 60' SCALE: V=20' CONSTRUCTION KEYNOTES © AFTER THE SURFACE PLANING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL CRACK SEAL THE EXISTING A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL A TACK COAT PRIOR TO THE INSTALLATION OF A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL TWO (2) LIFTS OF 0.17' (TOTAL OF 0.34') OF A.C. PAVEMENT. SEE DETAIL A ON SHEET BLS41. 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 2 -FOOT -WIDE, 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 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 RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS ILLUSTRATED BY THE GRADES ON THE IMPROVEMENT PLANS, THE CONTRACTOR SHALL COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS COMPLETED. SEE SECOND D -D AND E -E ON SHEET BLS -29. 16 INSTALL VARIABLE DEPTH OF A.C. PAVEMENT FROM 0.33' TO 0.1 T TO MATCH EXISTING A.C. PAVEMENT, 17 INSTALL A 0.1 T DEEP CLASS 2 BASE, 8 -FOOT WIDE SHOULDER. COMPACT THE CLASS 2 BASE SHOULDER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK: SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08!1(#!16 SCALE: H: V: BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -20 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 35+80E TO END OF PROJECT 20 OF 50 sHTs FOR:W.O. COUNTY �/ FILE NO. 7 q l e E The Holt Group, Inc. O 8.. T 2' {{ m [ NO. 27943 m. f w Exp. 3-31-18 ENGINEERING * SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE D BLYTHE, CA 92225 RANCHO MIRAGE, CALIFORNIA 92270 EL CENTRO, CA 92243 PHONE'. (760)9224658 PHONE: (764)337-3883 PHONE:(760)328-5280 O O FAX (760) 922-4660 F (760) 337-5997 FAX (760) 328-5281 Y C1 V1 APPR. DATE Or cr PREPARED B R.C.E. NO. REVISIONS COUNTY DATE CONSTRUCTION KEYNOTES © AFTER THE SURFACE PLANING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL CRACK SEAL THE EXISTING A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL A TACK COAT PRIOR TO THE INSTALLATION OF A.C. PAVEMENT. THE CONTRACTOR SHALL INSTALL TWO (2) LIFTS OF 0.17' (TOTAL OF 0.34') OF A.C. PAVEMENT. SEE DETAIL A ON SHEET BLS41. 13 PRIOR TO THE INSTALLATION OF THE A.C. PAVEMENT AND CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 NINYO & MOORE GEOTECHNICAL REPORT 104336-01, DATED 02-13-2001. INSTALL 2 -FOOT -WIDE, 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 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 RIVERSIDE DRIVE. THE CONTRACTOR SHALL GRADE THE NATIVE EARTH SIDE SLOPE AS ILLUSTRATED BY THE GRADES ON THE IMPROVEMENT PLANS, THE CONTRACTOR SHALL COMPACT THE NATIVE MATERIAL TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS COMPLETED. SEE SECOND D -D AND E -E ON SHEET BLS -29. 16 INSTALL VARIABLE DEPTH OF A.C. PAVEMENT FROM 0.33' TO 0.1 T TO MATCH EXISTING A.C. PAVEMENT, 17 INSTALL A 0.1 T DEEP CLASS 2 BASE, 8 -FOOT WIDE SHOULDER. COMPACT THE CLASS 2 BASE SHOULDER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK: SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08!1(#!16 SCALE: H: V: BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -20 RIVERSIDE AVENUE IMPROVEMENT PLAN FROM STATION 35+80E TO END OF PROJECT 20 OF 50 sHTs FOR:W.O. COUNTY �/ FILE NO. 7 q l Z M lirl- L6 V_ r Q U) d F' - U O Ix CL LL O Z m 40'U 40' 80' 120' n _ m 7 SCALE: 1"=40' 3r I i SAWCUT AC PAVEMENT. REMOVE AND DISPOSE EXISTING A.C. PAVEMENT. I (LIMITS OF CONSTRUCTION STA O+OON STA 1+ ZD °Oo MATCH EXISTING AC • F;; I Elm A01011101111111 Mon IMAM 0 APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42 0 LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 C 0 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION a H. IYA STA 7+00'X MATCH EXISTING 0 EXISTING_ KEYNOTES 1O EXISTING A.C. PAVEMENT TO REMAIN. 2O EXISTING NATIVE MATERIAL TO REMAIN. © EXISTING DIRT ACCESS ROAD TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT - OOT BELOW DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER PSI GEOTECHNICAL REPORT 11865-03 DATED 08-07-2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. PROFILE SCALE CENTERLINE - TOP OF CLASS 2 BASE HORIZONTAL: 1" = 40' VERTICAL: 1"=4' :._._.._. _� _ _ - --___�. _. � _._�._ ._.. _- _ ---- _-.-- _ __..w. ___-__...____.__ _-_-----�______- ._._-- _-__. ,_ �..__. _ _.__. __ ___-.-____-- 354 354 350 350 346 ---- 346 ._ ---- ---- . ____ _ __ _-- _:_ _ ____. _ _ STA 7+00.00N- ----, 342 C_26-341 0-1 342 STA6+0O.00N___.____ �2B 338.23 338 DESIGN CENTERLINE STA 5+0O.00N_ �2B 335.75341,01)r fr 338 _._,_,_ —.--____-- .----.___.... _.__ __ ...... __ ..._.... _. TOP OF-- ----. CLASS 2 BASE - - _.._,.__ o - 48 to S� :. ,:. , r ,, . Jt - - - DESIGN CENTERLINE DESIGN CENTERLINE - TOP OF CLASS 2 BASE - STA 4+0O.00N _-_- I__. —_ TOP OF A.C. PAVEMENT STA 3+00.00N _ F C26 333.66 STA 1+0O.00N_ I I (NS 335 7.5) 334 Tp 331.14 STA 2+16_OON _ C213 331.94 - - �- ._ _ ___....._...- 334 ( TP 330.94 l S� (PIS 661 -EXI`� HNG � STA 2+0O.00N _ 5=2.1 p% TP 330.79 ° /o .333 f IV � N L EARTH - ` o - - -- 5=1.00% S=1.61 _ . _ . -- - S=0.13% � (N 1.331.94) 330L-` ( ) i�a .3�3i� %t'i(r 33 - -- 330 (NS 1`1040%, 3 33 6EXIS I NG NATIVE EARTH H 1+OON 2+00N 3+OON 4+OON 5+OON 6+OON 7+OON DESIGN CENTERLINE TOP OF A.C. PAVEMENT 40'U 40' 80' 120' n _ m 7 SCALE: 1"=40' 3r I i SAWCUT AC PAVEMENT. REMOVE AND DISPOSE EXISTING A.C. PAVEMENT. I (LIMITS OF CONSTRUCTION STA O+OON STA 1+ ZD °Oo MATCH EXISTING AC • F;; I Elm A01011101111111 Mon IMAM 0 APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42 0 LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 C 0 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION a H. IYA STA 7+00'X MATCH EXISTING 0 EXISTING_ KEYNOTES 1O EXISTING A.C. PAVEMENT TO REMAIN. 2O EXISTING NATIVE MATERIAL TO REMAIN. © EXISTING DIRT ACCESS ROAD TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR SHALL SCARIFY AND RECOMPACT TO A DEPTH OF 1 FOOT - OOT BELOW DESIGN SUBBASE GRADE TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557, PER PSI GEOTECHNICAL REPORT 11865-03 DATED 08-07-2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. v - H W W U) 40' 0' 40' 80' 120' SCALE: 1"=40' 00 [::A APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 �^ RIVERSIDE, CA 92502 2 LIMITS OF CONSTRUCTION L -MATCH EXISTING GRADE LIMITS OF CONSTRUCTION A 9+OON MATCH EXISTING GRADE LIMITS OF CONSTRUCTION STA I1+OON LIMITS OF '-'EM-- --- ATCH 22 CONSTRUCTION EXISTING APN 824-080-004 GRADE COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION j STA 11+OON 2 C �. O STAB STA 12+OON APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 MATCH EXISTING GRADE 13+OON MATCH EXISTING GRADE x N W LIMITS OF CONSTRUCTION co _ Lj Lli ' 'co Q. LL 8 STA 14+OON W (L LIMITS OF --_ CONSTRUCTION V Q .0 i i C Im T9i�3 I 2 EXISTING_ KEYNOTES O2 EXISTING NATIVE MATERIAL TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015 INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. PROFILE SCALE CENTERLINE - TOP OF CLASS 2 BASE HORIZONTAL: 1" = 40' VERTICAL: 1" = 4' -_ --- _ _ .._ :--- --- ------ _ -., — _.. __-_._------ 366 366 6010 DESIGN (NS 363,43) S ------- - --- - - -- - - -- - --- - -- - .------ -- - -- - --- ---- - - -. _� .. CENTERLINE TOP-� OF CLASS 2 BASE 362 - -- -- __.. . 2 1°/0 362 - -- - -- - - - STA 14+00.00N IC2B 363.43 3 0°IO ft` :350 3) EXISTING EX'S ' -f INS°+- 5 ..��' STA 13+0O.00N NATIV358 ��1��# 358 NA I IV IS C2B 360.73 STA 11+00.00N ,3oel (NS 357 53) ------------------ .___.. _. _-- -_____ C2B 354.49 ---.._-----5 -- ___-- ._. STA 12+00.00N 354 (NIS 354 oda; _._.. - — — - C26 357.53 354 DESIGN .__ 0°IO - .�_._._ CENTERLINE-'"----- TOP OF STA 10+00.00N 5�3/ CLASS 2 BASE ------- --- - - - C26 350.80-------- -- 350 DESIGN CENTERLINE TOP OF BASE STA 9+00.00N_ C26 347.25 , I3 353.35# ,3 Ste/ 350 ' CLASS 2 EXISLIN ------ - _. STA 8+00AON --- - _. _._ ' _ - __....-NA FIVE EARTH 346 C2B 344.23 S' °1 DESIGN SS3725CENTERLINE 346 F- TOP OF---- CLASS 2 BASE CLASS -----.------ ----- ___-- --___-__ __w_ ._ ___ _-_.___:_.... _.----- Aolo (NS 344, 23) 342 S __ _ _- 342 -- _ — - r - ----- _ --------- EARTH t 338 338 334 334 8+OON 9+00N 10+OON 11+0ON 12+00N 13+OON 14+00N 40' 0' 40' 80' 120' SCALE: 1"=40' 00 [::A APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 �^ RIVERSIDE, CA 92502 2 LIMITS OF CONSTRUCTION L -MATCH EXISTING GRADE LIMITS OF CONSTRUCTION A 9+OON MATCH EXISTING GRADE LIMITS OF CONSTRUCTION STA I1+OON LIMITS OF '-'EM-- --- ATCH 22 CONSTRUCTION EXISTING APN 824-080-004 GRADE COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION j STA 11+OON 2 C �. O STAB STA 12+OON APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 MATCH EXISTING GRADE 13+OON MATCH EXISTING GRADE x N W LIMITS OF CONSTRUCTION co _ Lj Lli ' 'co Q. LL 8 STA 14+OON W (L LIMITS OF --_ CONSTRUCTION V Q .0 i i C Im T9i�3 I 2 EXISTING_ KEYNOTES O2 EXISTING NATIVE MATERIAL TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015 INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. re z 0 0 40' 0' 40' 80' 120' SCALE: 1"=40' LIMITS OF CONSTRUCTION I INSTALL NEW SPEED LIMIT SIGN PER DETAIL 1 ON SHEET 42 m i x'm STA 15+OON LIMITS OF CONSTRUCTION INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42 MATCH EXISTING APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 8 STA 117+OON y.asr, MATCH EXISTING GRADE ij6 2 LIMITS OF I i CONSTRUCTION N, MATCH EXISTING GRADE - Li - C-TMATCH EXISTING p LIMITS OF CONSTRUCTION r« APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION MATCH EXISTING ROAD A 21+OON MATCH EXISTING GRADE t=, N N 77 W c - _LIJ Q t LLJ Z J 0 ' m W U) EXISTING KEYNOTES O2 EXISTING NATIVE MATERIAL TO REMAIN. O6 EXISTING DIRT ACCESS ROAD TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03 DATED 08-07-2015. 8 0 2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP GLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. SCALE: H: V: PROFILE SCALE HORIZONTAL: 1°=40' CENTERLINE - TOP OF CLASS 2 BASE VERTICAL: 1"=4' _....... _ _ 390 _ . _ . _ _ 390 S=2•p9% STA 22+00.00N� --- - -- ... - _ _ _ ----- ._._ . - ..... _ , -- _._ _ _ - -- - -- Sim ., (NS 388 ; 4) C2B 390.23 - 386 EXIS-ZINC, , STA21+00.00N 386 ....... ..___...__-- ............ __-----.------____-- _ - __._ _... ...._ .__._--___-__ ---- _-------_ _ _ --- __-___ _--._._-- NATIVE.__ _.._-----__._o _ ___ _.._.-,.._,..------- ._ I ARTH S'=2. (NS 385,77) C2B 388.14 - __ .-----_- ___-_—..___.-- --_- __ __.._. _ STA 20+00.00N____-___..._..._ EXIST €NC LZo�o (NS 383.77) C2131385_77_ . _._.. _._._ 382 _._ _ .._ W _- _ _-- _--------_—__-- - -----____-- --- - DESIGN- -__— __._ NATIVE ARTf I.. S� 3 _ _._.__. DESIGN STA 19+0O.00N------CENTERLINE ---- 382 CENTERLINE C2B 383.77 TOP OF TOP OF CLASS 2 BASE (NS 33'0.547 CLASS 2 BASE 378 3 g6°�o '�/ T , _ STA 18+00.00N 378 __ __ ----- -- ____ __ _ C2B 380.54 NS 3, 6 68) 374 °b LSTA 17+00.00N 374 C213 376.68 370DESIGN Q6°I� ( S 377 49) 370 5ia CENTERLINE STA 16+0O.00N TOP OF C213 371.49 2 BASE -_.CLASS 366 6©°IO NATIVE _S yv 357 53} EAF I E STA 15+0O.00N --- - -- 366 C2B 367.03 362 362 358 358 15+OON 16+OON 17+OON 18+OON 19+OON 20+OON 21+OON 22+OON 40' 0' 40' 80' 120' SCALE: 1"=40' LIMITS OF CONSTRUCTION I INSTALL NEW SPEED LIMIT SIGN PER DETAIL 1 ON SHEET 42 m i x'm STA 15+OON LIMITS OF CONSTRUCTION INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42 MATCH EXISTING APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 8 STA 117+OON y.asr, MATCH EXISTING GRADE ij6 2 LIMITS OF I i CONSTRUCTION N, MATCH EXISTING GRADE - Li - C-TMATCH EXISTING p LIMITS OF CONSTRUCTION r« APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION MATCH EXISTING ROAD A 21+OON MATCH EXISTING GRADE t=, N N 77 W c - _LIJ Q t LLJ Z J 0 ' m W U) EXISTING KEYNOTES O2 EXISTING NATIVE MATERIAL TO REMAIN. O6 EXISTING DIRT ACCESS ROAD TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03 DATED 08-07-2015. 8 0 2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP GLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. SCALE: H: V: Z Lo N N Cn F_ Z J U F- 0 LL M N H Lu U) LuW U) .' o 80, 120' SCALE: V=40' 13 a a LIMITS OF m STA 23+OON LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 MATCH EXISTING LIMITS OF MATCH EXISTING GRADE APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 C x INSTALL NEW SPEED - LIMIT SIGN PER DETAIL 1 ON SHEET 42 STING STA INSTALL NEW SPEED - LIMIT SIGN PER DETAIL I ON SHEET 42 MATCH EXISTING GRADE ' LIMITS OF CONSTRUCTION Lo (N I- LLI LLI U) Lu Lu w ;w W O M Q LL Ill J EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. PROFILE SCALE CENTERLINE - TOP OF CLASS 2 BASE HORIZONTAL: V = 40' VERTICAL: V=4' - - -- - _-�_ _ __.__-:-----____-- _.�,__�_ __-__ . _.._:_�___ __ �__.— 394 394 EXISTING ---- % - - -- -- ---- - - ... ---- ---. - ---- - -- -- - ---��__.w._---- -- --- -- - ... NATIV DESIGN t EARTH CENTERLINE TOP _ OF CLASS 2 BASE --- E=XISL11 1 ,.. E,�#„TI<; 390 `S=0.32% S=0.38% _ S=0.20% S=0.26% NATIVE S=0.17% f EARTH {NS 589 39) i € A1'IVE - -- ----- LRT 390 S=0.16% S=0.03 /° S=0.32% DESIGN CENTERLINE \ (NS 390,55) 55) - �PJ a X95.17) L.EXIS (/VS 851)197] tv 3 §9.72) (NS 389.55} m - �l5 ?89.4 ( ) TOP OF CLASS STA 23+0O.00N -_-.____ _.. f avi STA 24+0O.00N NATIVE _________.. STA 25+00.00N - --_ ___.:__ __-- ___-- __--------------.-. _.___- STA 26+0O.00N STA 27+0O.00N STA 28+0O.00N-- --,---_)Li -TA ...::,., m _____..---_ _._ 29+0O.00N 2 BASE C2B 390.55 — — C2B 390.17 _ _ C2B 389.39_ _ _ 386 EARTH C2B 390.00 C2B 389.71 C2B 389.55 DESIGN CENTERLINE C2B 389.43 386 --------- TOP OF DESIGN CLASS 2 BASE_.. CENTERLINE ------ --- - -- - TOP OF CLASS 2 BASE 382 382 378 378 23+OON 24+OON 25+OON 26+OON 27+OON 28+OON 29+OON 30+OON .' o 80, 120' SCALE: V=40' 13 a a LIMITS OF m STA 23+OON LIMITS OF CONSTRUCTION APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 MATCH EXISTING LIMITS OF MATCH EXISTING GRADE APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 C x INSTALL NEW SPEED - LIMIT SIGN PER DETAIL 1 ON SHEET 42 STING STA INSTALL NEW SPEED - LIMIT SIGN PER DETAIL I ON SHEET 42 MATCH EXISTING GRADE ' LIMITS OF CONSTRUCTION Lo (N I- LLI LLI U) Lu Lu w ;w W O M Q LL Ill J EXISTING KEYNOTES OEXISTING NATIVE MATERIAL TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015. INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD. z 0 0 0 Z Z O O + PROFILE SCALE CENTERLINE - TOP OF CLASS 2 BASE P.O. BOX 1180 RIVERSIDE, CA 92502 + M HORIZONTAL: 1"=40' VERTICAL: -__._ 394 E XI5 i# U A l (fE EAI ]"I{ ! ___ DESIGN CENTERLINE _.,_.__ LCIS-IIMS , _EXIST4tl ------ _ � NATIVE (Ef 1�i a__, ....._-_-.__----_-- it - -._-- Sr254% 394 TOP OF CLASS 2 BASE (NS 393.75,) NATIVE { ° - S=0.02°/ o _ o S-0.03 /o S=1.12% . -- S=0.11% - _ o S-0.07 /o � � _._..._.. ...,.,_.S-0.47/0..- STA 34+0O.00N (NS 391 31} W 390 f._ o S=0.71% `�_ W X91.36} (NS 391,91) r 390 W Z S=0.29 /o ti_._... STA 32+0O.00N STA 33+00.05N — — — C28 391.82 STA 35+0O.00N STA 36+0O.00N - Z (NS 3,K04) EXIST INN J — — — C213 390.74 C2B 391.36 DESIGN C2B 391.81 _ C213 391.84 J — — _ TSTA 30+00.05N —. _ __C2B - NATIVE _ - STA 31+0O.00N -EARTH � �-- � - - DESIGN -- --- ----- CENTERLINE TOP ---OF CLASS 2 BASE-.--- _ _____ __ - _-- __ __ STA 37+00.00 - —C26-3-91 389.75 - — — __-__ .91 U 386 C2B 390.00 CENTERLINE TOP OF 386 ----DESIGN TOP CENTERLINE --- OF CLASS 2 BASE ------------------------CLASS 2 BASE __ _...__----- ---- ------ ____ -_.-------- ----- _-- -------- - _....... _ __ ........ --------- L L 382 382 0 N N H 1— W W t1 378 378 W __ _-__ __ _._..___. _ _._...-. ..- .... ___ _______:.__ _...__ _.__ . _.____ _.. ___-_._---- -.._. _ _ -_ -- --__-----.___:.T _-_- ---_._- _____ _.__ ... _._ . .-_._.--- U) WW W 30+OON 31+OON 32+OON 33+OON 34+00N 35+OON 36+OON 37+OON I,I,I U) Cl) 40' 0' 40' 80' 120' SCALE: 1"=40' d' p' N W Uj W co W I - co < ,. W r F- Q in APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 MATCH EXISTING l LIMITS OF GRADE i (CONSTRUCTION 0 LIMITS OFA L -MATCH EXISTING CONSTRUCTION GRADE APN 824-080-004 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 NOTE: WORK CONTAINED WITHIN THESE PLANS MATCH EXISTING GRADE TA34+OOH ;, ., CNI SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. 2E ., DAYS BEFORE DIG YOU DIG The private engineer signing these plans is responsible for assuring the accuracy FREE 811 and acceptability of the design hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE REVISIONS UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plansforapprovalbythecounty. ENGINEER STA CONS R.1 DATE COUNTY LIMITS OF CONSTRUCTION 'tN WM C MATCH I EXISTIN GRADE G . W Er In �� STA 37+OOH' 11J U.1 OF -MATCH Q ON EXISTING Ct-- J GRADE m APN 821-110-005 2 , COUNTY OF RIVERSIDE P.O. BOX 1180 , RIVERSIDE, CA 92502 L BERT K. 1110 No.27943 Exp. 3-31-18 I§3 The Holt Group, Inc. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE, 70-225 HIGHWAY III SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE: (760)922-4658 PHONE (760)3373663 PHONE (MM FAX : (760) 9224660 .: AX: (760) 3375997 FAX _ (760) 328-5281 EXISTING KEYNOTES 2O EXISTING NATIVE MATERIAL TO REMAIN. 20 EXISTING P.C.C. CONCRETE STRUCTURE TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015 INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD, NCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 SEE SHEET 3 FOR BENCHMARK DESCRIPTION SECONDARY ACCESS ROAD EL= 391.57' IMPROVEMENT PLAN FROM STATION 30+OON TO STATION 37+50N R.C.E. NO. 27943 DATE 08/10/16 SCALE: H: lyi BMW W.O. COUNTY FILE NO, SHEET NO. BLS -25 OF SO APN 821-110-005 COUNTY OF RIVERSIDE P.O. BOX 1180 RIVERSIDE, CA 92502 LIMITS OF CONSTRUCTION 'tN WM C MATCH I EXISTIN GRADE G . W Er In �� STA 37+OOH' 11J U.1 OF -MATCH Q ON EXISTING Ct-- J GRADE m APN 821-110-005 2 , COUNTY OF RIVERSIDE P.O. BOX 1180 , RIVERSIDE, CA 92502 L BERT K. 1110 No.27943 Exp. 3-31-18 I§3 The Holt Group, Inc. ENGINEERING' SURVEYING' CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE, 70-225 HIGHWAY III SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE: (760)922-4658 PHONE (760)3373663 PHONE (MM FAX : (760) 9224660 .: AX: (760) 3375997 FAX _ (760) 328-5281 EXISTING KEYNOTES 2O EXISTING NATIVE MATERIAL TO REMAIN. 20 EXISTING P.C.C. CONCRETE STRUCTURE TO REMAIN. CONSTRUCTION KEYNOTES ® PRIOR TO THE INSTALLATION OF THE CLASS 2 BASE STRUCTURAL SECTION, THE CONTRACTOR 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 11865-03, DATED 08-07-2015 INSTALL 24 -FOOT -WIDE, 6 -INCH -DEEP CLASS 2 BASE ROAD SECTION. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTION DETAIL C -C ON SHEET BLS -29 FOR SECONDARY ACCESS ROAD, NCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 SEE SHEET 3 FOR BENCHMARK DESCRIPTION SECONDARY ACCESS ROAD EL= 391.57' IMPROVEMENT PLAN FROM STATION 30+OON TO STATION 37+50N R.C.E. NO. 27943 DATE 08/10/16 SCALE: H: lyi BMW W.O. COUNTY FILE NO, SHEET NO. BLS -25 OF SO EASEMENT EASEMENT An n, 12.0' PROPOSED 12 -FOOT SCE EASEMENT 211®ww� 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. S co 0 O LIEP Ili i ITI lwlil((Ljam DIAL BEFORE YOU DIG TOLL FRI: O WORKING PS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INSTALL 1.0' OF CLASS 2 - BASE. COMPACT CLASS 2 MATCH BASE MATERIAL TO 95 EXISTING PERCENT OF MAXIMUM NATIVE EARTH DENSITY PER ASTM SLOPE D-1557. M FRO VARIES 1 1 TO S=2.0% TO 78%) 1 ',M i EXISTING NATIVE MATERIAL TO " 12 REMAIN." 1 SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 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 shad be respons me for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER HORIZONTAL SCALE: 1" = 2'-0" VERTICAL SCALE: 1" = 1'-0" REVISIONS 1.0' INST.# IINSTALL 0.42' OF INSTALL 0.42' OF ( A.C. PAVEMENT. A.C. PAVEMENT. n I S-�2.0% S--2.0% i I r 13 r 19 18 20 INSTALL 0.67' OF CLASS 2 " BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 10-11121 SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL. COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. ® STA O1 O2 @3 BC 1+17.19 388.13 388.27 388.29 14 1+25.00 388.16 388.3 388.32 GB 1+50.00 388.28 388.42 388.44 388.13 1+75.00 388.42 388.56 388.58 EC 1+83.19 388.47 388.61 388.63 387.13 2+00.00 388.57 388.71 388.73 388.58 2+25.00 388.71 388.85 388.87 388.16 2+50.00 388.85 388.99 389.01 387.49 2+75.00 389 389.14 389.16 386.49 3+00.00 389.14 389.28 389.3 3+25.00 389.28 389.42 389.44 387.28 3+50.00 389.43 389.57 389.59 3+67.93 389.53 389.67 389.69 3+75.00 389.54 389.68 389.7 388.16 4+00.00 389.55 389.69 389.71 387.56 4+25.00 389.57 389.71 389.73 386.54 4+50.00 389.59 389.73 389.75 388.63 4+75.00 389.61 389.75 389.77 388.21 5+00.00 389.63 389.77 389.79 387.61 5+25.00 389.64 389.78 389.8 GB 5+50.00 389.66 389.8 389.82 388.57 5+75.00 389.71 389.85 389.87 387.69 6+00.00 389.77 389.91 389.93 387.57 6+25.00 389.82 389.96 389.98 389.13 6+50.00 389.87 390.01 390.03 END 6+72.00 389.92 390.06 390.08 REVISIONS 1.0' INST.# IINSTALL 0.42' OF INSTALL 0.42' OF ( A.C. PAVEMENT. A.C. PAVEMENT. n I S-�2.0% S--2.0% i I r 13 r 19 18 20 INSTALL 0.67' OF CLASS 2 " BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. 10-11121 SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL. COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. ® (D © 0 ® O9 10 ©9 13 14 15 ©1Q 18 19 20 388.55 388.29 388.27 388.13 387.87 388.13 387.87 387.13 387.25 387.27 387.46 387.27 387.25 387.13 386.25 386.46 386.25 388.58 387.9 388.16 387.16 387.28 387.3 387.49 386.28 386.49 388.7 388.02 388.28 387.28 387.4 387.42 387.61 386.4 386.61 388.84 388.16 388.42 387.42 387.54 387.56 387.75 386.54 386.75 388.89 388.63 388.61 388.47 388.21 388.47 388.21 387.47 387.59 387.61 387.8 387.61 387.59 387.47 386.59 386.8 386.59 388.99 388.73 388.71 388.57 388.31 388.57 388.31 387.57 387.69 387.71 387.9 387.71 387.69 387.57 386.69 386.9 386.69 389.13 388.87 388.85 388.71 388.45 388.71 388.45 387.71 387.83 387.85 388.04 387.85 387.83 387.71 386.83 387.04 386.83 389.27 389.01 388.99 388.85 388.59 388.85 388.59 387.85 387.97 387.99 388.18 387.99 387.97 387.85 386.97 387.18 386.97 389.42 389.16 389.14 389 388.74 389 388.74 388 388.12 388.14 388.33 388.14 388.12 388 387.12 387.33 387.12 389.56 389.3 389.28 389.14 388.88 389.14 388.88 388.14 388.26 388.28 388.47 388.28 388.26 388.14 387.26 387.47 387.26 389.7 389.44 389.42 389.28 389.02 389.28 389.02 388.28 388.4 388.42 388.61 388.42 388.4 388.28 387.4 387.61 387.4 389.85 389.59 389.57 389.43 389.17 389.43 389.17 388.43 388.55 388.57 388.76 388.57 388.55 388.43 387.55 387.76 387.55 389.95 389.69 389.67 389.53 389.27 389.53 389.27 388.53 388.65 388.67 388.86 388.67 388.65 388.53 387.65 387.86 387.65 389.96 389.7 389.68 389.54 389.28 389.54 389.28 388.54 388.66 388.68 388.87 388.68 388.66 388.54 387.66 387.87 387.66 389.97 389.71 389.69 389.55 389.29 389.55 389.29 388.55 388.67 388.69 388.88 388.69 388.67 388.55 387.67 387.88 387.67 389.99 389.73 389.71 389.57 389.31 389.57 389.31 388.57 388.69 388.71 388.9 388.71 388.69 388.57 387.69 387.9 387.69 390.01 389.75 389.73 389.59 389.33 389.59 389.33 388.59 388.71 388.73 388.92 388.73 388.71 388.59 387.71 387.92 387.71 390.03 389.77 389.75 389.61 389.35 389.61 389.35 388.61 388.73 388.75 388.94 388.75 388.73 388.61 387.73 387.94 387.73 390.05 389.79 389.77 389.63 389.37 389.63 389.37 388.63 388.75 388.77 388.96 388.77 388.75 388.63 387.75 387.96 387.75 390.06 389.8 389.78 389.64 389.38 389.64 389.38 388.64 388.76 388.78 388.97 388.78 388.76 388.64 387.76 387.97 387.76 390.08 389.82 389.8 389.66 389.4 389.66 389.4 388.66 388.78 388.8 388.99 388.8 388.78 388.66 387.78 387.99 387.78 390.13 389.87 389.85 389.71 389.45 389.71 389.45 388.71 388.83 388.85 389.04 388.85 388.83 388.71 387.83 388.04 387.83 390.19 389.93 389.91 389.77 389.51 389.77 389.51 388.77 388.89 388.91 389.1 388.91 388.89 388.77 387.89 388.1 387.89 390.24 389.98 389.96 389.82 389.56 389.82 389.56 388.82 388.94 388.96 389.15 388.96 388.94 388.82 387.94 388.15 387.94 390.29 390.03 390.01 389.87 389.61 389.87 389.61 388.87 388.99 389.01 389.2 389.01 388.99 388.87 387.99 388.2 387.99 390.34 390.08 390.06 389.92 389.66 389.92 389.66 388.92 389.04 389.06 389.25 389.06 389.04 388.92 388.04 388.25 388.04 INSTALL 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK. SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: 08/10/16 H: V: iM INSTALL 1.0' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 NA PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. S=Z0% L' - SLOPE V TOt 2S TO SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BLYTHE It SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BUTCH AVENUE PAVEMENT DATA CHART COUNTY FILE NO. IP 160026 SHEET NO. BLS -27 OF 50 SHTS Q� E " 0- B- TK T Z M No. 27943 � - Exp. 3-31-18 Ot O C1 V I L 2�P �Q= C The Holt Group, Inc. ENGINEERING' SURVEYING "CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY -111. SUITE D RANCHO MIRAGE, CALIFORNIA 92270 eHEC(7 92225 EH PHONE: (. 0) 37-38 FAXPHONE: (760) 9224668 PHONE : (760) 337-3983 FAONE'. (760) 328-5280 FAX : (760) 9224660 X : (780) 337-5997 (760) 328-5281 R. DATE PREPARED B R.C.E. NO. DATE COUNTY INSTALL 0.67' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BENCHMARK. SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: 08/10/16 H: V: iM INSTALL 1.0' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 NA PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. S=Z0% L' - SLOPE V TOt 2S TO SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. BLYTHE It SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BUTCH AVENUE PAVEMENT DATA CHART COUNTY FILE NO. IP 160026 SHEET NO. BLS -27 OF 50 SHTS 0 C) ROW - MATCH FROM VARIES EXISTING (o OM 0 T /). NATIVE EARTH __ . Oso 2. SL -Vo OT041 FROM 0 25°/-; INSTALL 1.0' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. S=2.0% bf, , 1 60.0' R�W 26.0' 8.0' 1 1.0' INSTALL 0.42' OF A.C. 4, INSTALL 1.0' OF CLASS 2 PAVEMENT. BASE. COMPACT CLASS 2 r BASE MATERIAL TO 95 PFRCFNT OF MAXIMI IM INSTALL 0.67' OF CLASS 2 BASE. SCARIFY AND COMPACT 1.0' OF COMPACT CLASS 2 BASE MATERIAL NATIVE MATERIAL. COMPACT TO 95 PERCENT OF MAXIMUM NATIVE MATERIAL TO 95 DENSITY PER ASTM D-1557. PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. TYPICAL RIVERSIDE AVENUE CROSS SECTION B -B HORIZONTAL SCALE: 1" = 2'4" 12-18 ? VERTICAL SCALE: 1" = 11-01. STA 102O 3Q ® 0 ©7Q ® O9 10 @ @ 131® 15 0 10 10 0 0 LU LU vYOU EL Q z 1+77.34 388.63 388.49 388.47 388.21 387.95 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 387.93 387.79 388.05 387.79 387.53 387.63 387.51 387.49 387.12 386.93 386.91 386.79 386.51 386.12 385.91 16+25.00 2+00.00 388.4 388.26 388.24 387.98 387.72 356.06 387.7 387.56 387.82 387.56 387.3 387.4 387.28 387.26 386.89 386.7 386.68 386.56 386.28 385.89 385.68 16+50.00 2+25.00 388.14 388 387.98 387.72 387.46 355.5 387.44 387.3 387.56 387.3 387.04 387.14 387.02 387 386.63 386.44 386.42 386.3 386.02 385.63 385.42 16+75.00 2+50.00 387.88 387.74 387.72 387.46 387.2 387.18 387.04 387.3 387.04 386.78 386.88 386.76 386.74 386.37 386.18 386.16 386.04 385.76 385.37 385.16 2+75.00 387.62 387.48 387.46 387.20 386.94 354.52 386.92 386.78 38704 386.78 386.52 386.62 386.5 386.48 386.11 385.92 385.9 385.78 385.5 385.11 384.9 BVC 2+78.20 387.59 387.45 387.43 387.17 386.91 353.96 386.89 386.75 387.01 386.75 386.49 386.59 386.47 386.45 386.08 385.89 385.87 385.75 385.47 385.08 384.87 BEGINNING OF ARIZONA CROSSING (SEE 3+00.00 387.39 387.25 387.23 386.97 386.71 386.69 386.55 386.81 386.55 386.29 386.39 386.27 386.25 385.88 385.69 385.67 385.55 385.27 384.88 384.67 354.52 3+25.00 387.24 387.1 387.08 386.82 386.56 386.54 386.4 386.66 386.4 386.14 386.24 386.12 386.1 385.73 385.54 385.52 385.4 385.12 384.73 384.52 353.96 EVC 3+28.30 387.23 387.09 387.07 386.81 386.55 386.53 386.39 386.65 386.39 386.13 386.23 386.11 386.09 385.72 385.53 385.51 385.39 385.11 384.72 384.51 353.4 3+50.00 387.14 387 386.98 386.72 386.46 386.44 386.3 386.56 386.3 386.04 386.14 386.02 386 385.63 385.44 385.42 385.3 385.02 384.63 384.42 3+75.00 387.04 386.9 386.88 386.62 386.36 386.34 386.2 386.46 386.2 385.94 386.04 385.92 385.9 385.53 385.34 385.32 385.2 384.92 384.53 384.32 353.38 4+00.00 386.94 386.8 386.78 386.52 386.26 352.44 386.24 386.1 386.36 386.1 385.84 385.94 385.82 385.8 385.43 385.24 385.22 385.1 384.82 384.43 384.22 353.16 4+25.00 386.84 386.7 386.68 386.42 386.16 352.22 386.14 386 386.26 386 385.74 385.84 385.72 385.7 385.33 385.14 385.12 385 384.72 384.33 384.12 352.83 BVC 4+44.21 386.76 386.62 386.6 386.34 386.08 351.89 386.06 385.92 386.18 385.92 385.66 385.76 385.64 385.62 385.25 385.06 385.04 384.92 384.64 384.25 384.04 352.37 4+50.00 386.73 386.59 386.57 386.31 386.05 351.43 386.03 385.89 386.15 385.89 385.63 385.73 385.61 385.59 385.22 385.03 385.01 384.89 384.61 384.22 384.01 352 4+75.00 386.57 386.43 386.41 386.15 385.89 351.06 385.87 385.73 385.99 385.73 385.47 385.57 385.45 385.43 385.06 384.87 384.85 384.73 384.45 384.06 383.85 351.71 5+00.00 386.31 386.17 386.15 385.89 385.63 350.77 385.61 385.47 385.73 385.47 385.21 385.31 385.19 385.17 384.8 384.61 384.59 384.47 384.19 383.8 383.59 351.7 5+25.00 385.97 385.83 385.81 385.55 385.29 350.76 385.27 385.13 385.39 385.13 384.87 384.97 384.85 384.83 384.46 384.27 384.25 384.13 383.85 383.46 383.25 351.48 5+50.00 385.53 385.39 385.37 385.11 384.85 350.54 384.83 384.69 384.95 384.69 384.43 384.53 384.41 384.39 384.02 383.83 383.81 383.69 383.41 383.02 382.81 351.25 5+75.00 385.01 384.87 384.85 384.59 384.33 350.31 384.31 384.17 384.43 384.17 383.91 384.01 383.89 383.87 383.5 383.31 383.29 383.17 382.89 382.5 382.29 351.02 6+00.00 384.4 384.26 384.24 383.98 383.72 350.08 383.7 383.56 383.82 383.56 383.3 383.4 383.28 383.26 382.89 382.7 382.68 382.56 382.28 381.89 381.68 350.79 EVC 6+22.69 383.76 383.62 383.6 383.34 383.08 349.85 383.06 382.92 383.18 382.92 382.66 382.76 382.64 382.62 382.25 382.06 382.04 381.92 381.64 381.25 381.04 350.56 6+25.00 383.7 383.56 383.54 383.28 383.02 349.62 383 382.86 383.12 382.86 382.6 382.7 382.58 382.56 382.19 382 381.98 381.86 381.58 381.19 380.98 350.33 6+%00 382.96 382.82 382.8 382.54 382.28 349.39 382.26 382.12 382.38 382.12 381.86 381.96 381.84 381.82 381.45 381.26 381.24 381.12 380.84 380.45 380.24 350.09 6+75.00 382.22 382.08 382.06 381.80 381.54 349.15 381.52 381.38 381.64 381.38 381.12 381.22 381.1 381.08 380.71 380.52 380.5 380.38 380.1 379.71 379.5 349.86 7+00.00 381.48 381.34 381.32 381.06 380.8 380.78 380.64 380.9 380.64 380.38 380.48 380.36 380.34 379.97 379.78 379.76 379.64 379.36 378.97 378.76 349.65 7+25.00 380.74 380.6 380.58 380.32 380.06 348.95 380.04 379.9 380.16 379.9 379.64 379.74 379.62 379.6 379.23 379.04 379.02 378.9 378.62 378.23 378.02 349.42 7+50.00 380.01 379.87 379.85 379.59 379.33 348.72 379.31 379.17 379.43 379.17 378.91 379.01 378.89 378.87 378.5 378.31 378.29 378.17 377.89 377.5 377.29 349.21 7+75.00 379.27 379.13 379.11 378.85 378.59 348.51 378.57 378.43 378.69 378.43 378.17 378.27 378.15 378.13 377.76 377.57 377.55 377.43 377.15 376.76 376.55 349.19 8+00.00 378.53 378.39 378.37 378.11 377.85 348.49 377.83 377.69 377.95 377.69 377.43 377.53 377.41 377.39 377.02 376.83 376.81 376.69 376.41 376.02 375.81 348.92 8+25.00 377.79 377.65 377.63 377.37 377.11 348.22 377.09 376.95 377.21 376.95 376.69 376.79 376.67 376.65 376.28 376.09 376.07 375.95 375.67 375.28 375.07 348.59 8+50:00 377.05 376.91 376.89 376.63 376.37 347.89 376.35 376.21 376.47 376.21 375.95 376.05 375.93 375.91 375.54 375.35 375.33 375.21 374.93 374.54 374.33 348.2 8+75.00 376.31 376.17 376.15 375.89 375.63 347.5 375.61 375.47 375.73 375.47 375.21 375.31 375.19 375.17 374.8 374.61 374.59 374.47 374.19 373.8 373.59 347.74 9+00.00 375.58 375.44 375.42 375.16 374.9 374.88 374.74 375 374.74 374.48 374.58 374.46 374.44 374.07 373.88 373.86 373.74 373.46 373.07 372.86 347.36 9+25.00 374.84 374.7 374.68 374.42 374.16 346.78 374.14 374 374.26 374 373.74 373.84 373.72 373.7 373.33 373.14 373.12 373 372.72 372.33 372.12 346.78 9+50.00 374.1 373.96 373.94 373.68 373.42 346.2 373.4 373.26 373.52 373.26 373 373.1 372.98 372.96 372.59 372.4 372.38 372.26 371.98 371.59 371.38 346.21 9+75.00 373.36 373.22 373.2 372.94 372.68 345.63 372.66 372.52 372.78 372.52 372.26 372.36 372.24 372.22 371.85 371.66 371.64 371.52 371.24 370.85 370.64 346.14 10+00:00 372.62 372.48 372.46 372.20 371.94 345.56 371.92 371.78 372.04 371.78 371.52 371.62 371.5 371.48 371.11 370.92 370.9 370.78 370.5 370.11 369.9 345.48 10+25.00 371.89 371.75 371.73 371.47 371.21 344.9 371.19 371.05 371.31 371.05 370.79 370.89 370.77 370.75 370.38 370.19 370.17 370.05 369.77 369.38 369.17 344.94 10+50,00 371,15 371.01 370.99 370.73 370.47 344.36 370.45 370.31 370.57 370.31 370.05 370.15 370.03 370.01 369.64 369.45 369.43 369.31 369.03 368.64 368.43 344.81 10+75.00 370.41 370.27 370.25 369.99 369.73 344.23 369.71 369.57 369.83 369.57 369.31 369.41 369.29 369.27 368.9 368.71 368.69 368.57 368.29 367.9 367.69 SHEET 42) 11+00.00 369.67 369.53 369.51 369.25 368.99 368.97 368.83 369.09 368.83 368.57 368.67 368.55 368.53 368.16 367.97 367.95 367.83 367.55 367.16 366.95 344.39 11+25.00 368.93 368.79 368.77 368.51 368.25 368.23 368.09 368.35 368.09 367.83 367.93 367.81 367.79 367.42 367.23 367.21 367.09 366.81 366.42 366.21 343.79 11+50,00 368.2 368.06 368.04 367.78 367.52 367.5 367.36 367.62 367.36 367.1 367.2 367.08 367.06 366.69 366.5 366.48 366.36 366.08 365.69 365.48 343.27 11+75.00 367.46 367.32 367.3 367.04 366.78 366.76 366.62 366.88 366.62 366.36 366.46 366.34 366.32 365.95 365.76 365.74 365.62 365.34 364.95 364.74 12+00.00 366.72 366.58 366.56 366.30 366.04 366.02 365.88 366.14 365.88 365.62 365.72 365.6 365.58 365.21 365.02 365 364.88 364.6 364.21 364 343.01 BVC 12+11.99 366.37 366.23 366.21 365.95 365.69 342.57 365.67 365.53 365.79 365.53 365.27 365.37 365.25 365.23 364.86 364.67 364.65 364.53 364.25 363.86 363.65 342.58 12+25.00 365.99 365.85 365.83 365.57 365.31 342.14 365.29 365.15 365.41 365.15 364.89 364.99 364.87 364.85 364.48 364.29 364.27 364.15 363.87 363.48 363.27 342.25 12+50,00 365.33 365.19 365.17 364.91 364.65 341.81 364.63 364.49 364.75 364.49 364.23 364.33 364.21 364.19 363.82 363.63 363.61 363.49 363.21 362.82 362.61 342 EVC 12+68.01 364.91 364.77 364.75 364.49 364.23 341.56 364.21 364.07 364.33 364.07 363.81 363.91 363.79 363.77 363.4 363.21 363.19 363.07 362.79 362.4 362.19 12+75.00 364.75 364.61 364.59 364.33 364.07 364.05 363.91 364.17 363.91 363.65 363.75 363.63 363.61 363.24 363.05 363.03 362.91 362.63 362.24 362.03 13+00.00 364.19 364.05 364.03 363.77 363.51 363.49 363.35 363.61 363.35 363.09 363.19 363.07 363.05 362.68 362.49 362.47 362.35 362.07 361.68 361.47 13+18.37 363.78 363.64 363.62 363.36 363.1 363.08 362.94 363.2 362.94 362.68 362.78 362.66 362.64 362.27 362.08 362.06 361.94 361.66 361.27 361.06 341.61 13+25.00 363.63 363.49 363.47 363.21 362.95 362.93 362.79 363.05 362.79 362.53 362.63 362.51 362.49 362.12 361.93 361.91 361.79 361.51 361.12 360.91 tY ANGLE 25+80.14 342.49 342.35 342.33 342.07 341.81 341.79 p POINT 13+50.00 363.07 362.93 362.91 362.65 362.39 362.37 362.23 362.49 362.23 361.97 362.07 361.95 361.93 361.56 361.37 361.35 361.23 360.95 360.56 360.35 z 13+75.00 362.51 362.37 362.35 362.09 361.83 361.81 361.67 361.93 361.67 361.41 361.51 361.39 361.37 361 360.81 360.79 360.67 360.39 360 359.79 0) 14+00.00 361.95 361.81 361.79 361.53 361.27 340.79 361.25 361.11 361.37 361.11 360.85 360.95 360.83 360.81 360.44 360.25 360.23 360.11 359.83 359.44 359.23 14+25.00 361.39 361.25 361.23 360.97 360.71 360.69 360.55 360.81 360.55 360.29 360.39 360.27 360.25 359.88 359.69 359.67 359.55 359.27 358.88 358.67 340.99 340.8 340.78 340.66 340.38 339.99 339.78 26+00.00 342.57 342.43 342.41 342.15 341.89 341.87 341.73 341.99 341.73 341.47 341.57 341.45 341.43 341.06 14+50.00 360.83 360.69 360.67 360.41 360.15 339.85 360.13 359.99 360.25 359.99 359.73 359.83 359.71 359.69 359.32 359.13 359.11 358.99 358.71 358.32 358.11 00 340.96 340.94 340.82 340.54 340.15 339.94 BVC 26+35.92 342.71 342.57 342.55 342.29 342.03 342.01 341.87 342.13 341.87 341.61 341.71 341.59 341.57 341.2 14+75.00 360.27 360.13 360.11 359.85 359.59 339.99 359.57 359.43 359.69 359.43 359.17 359.27 359.15 359.13 358.76 358.57 358.55 358.43 358.15 357.76 357.55 w 15+00;00 359.71 359.57 359.55 359.29 359.03 340.03 359.01 358.87 359.13 358.87 358.61 358.71 358.59 358.57 358.2 358.01 357.99 357.87 357.59 357.2 356.99 in V 15+25.00 359.15 359.01 358.99 358.73 358.47 340.06 358.45 358.31 358.57 358.31 358.05 358.15 358.03 358.01 357.64 357.45 357.43 357.31 357.03 356.64 356.43 a 15+50.00 358.58 358.44 358.42 358.16 357.9 357.88 357.74 358 357.74 357.48 357.58 357.46 357.44 357.07 356.88 356.86 356.74 356.46 356.07 355.86 < 15+75.00 358.02 357.88 357.86 357.60 357.34 340.21 357.32 357.18 357.44 357.18 356.92 357.02 356.9 356.88 356.51 356.32 356.3 356.18 355.9 355.51 355.3 � 16+00.00 357.46 357.32 357.3 357.04 356.78 340.15 356.76 356.62 356.88 356.62 356.36 356.46 356.34 356.32 355.95 355.76 355.74 355.62 355.34 354.95 354.74 LU LU vYOU EL Q z o RT A~ A DIAL BEFORE 1000 WORKING : DAYS BEFORE DIG YOU DIG OO O2 O3 ® OS NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE AVENUE ® (9) 0 0 © 0 0 3 0 Q 0 (D 0 16+25.00 356.9 356.76 356.74 356.48 356.22 356.2 356.06 356.32 The private engineer signing these, plans is responsible for assuring the accuracy and acceptability of the design hereon. to the event of discrepancies arising after county approval or during consbuction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. TOLL FREE $ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 355.9 355.78 355.76 355.39 MARK BY DATE REVISIONS 354.78 ENGINEER 354.18 INSTALL 0.6T OF CLASS 2 - BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. MATCH EXISTING NATIVE EARTH SLOpE d Tot 3S FROM 0 33°b} �� NOTE: THE CONTRACTOR SHALL BE REQUII StUNDERGROUND Vq FIVE E(5)GDAYS N FROM THE ISSUANCE I 8044 R/ES CONTRACTOR SHALL BE REQUIRED' (0 TO2O�. y T SHAILLEBE VERIFIED WITH ED THUTILITY AT THECOMP, EXII BELOW THE SUBBASE DESIGN ELEV) RELOCATION OF THE UTILITIES SHAL UTILITY COMPANY AND CDG&R. THE FIBER OPTIC, TELEPHONE CABLE, W CONTRACTOR SHALL BE REQUIRED' 20 , L SCARIFY AND COMPACT 1.0' OF UTILITIES PRIOR TO THE EXCAVATIO I NATIVE MATERIAL. COMPACT IMPROVEMENT STRUCTURAL SECTI( -- - - -- ---- NATIVE MATERIAL TO 95 PERCENT SHALL OBSERVE THE UTILITIES PRIG OF MAXIMUM DENSITY PER ASTM "POT -HOLE" EXCAVATION ACTIVTE D-1557. CONTRACTOR SHALL BACKFILL ALL I REPORT REQUIREMENTS. THE CON PROPOSAL BASED ON THE ASSUMPI SHALL NOT BE REQUIRED TO BE REL fMO T TO " ES BENCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 I SCALE: 1 H: V: THE THE IE NEW rOR :TER ALL BLYTHE 11 SOLAR PROJECT IP 160026 STA OO O2 O3 ® OS ®7O RIVERSIDE AVENUE ® (9) 0 0 © 0 0 3 0 Q 0 (D 0 16+25.00 356.9 356.76 356.74 356.48 356.22 356.2 356.06 356.32 356.06 355.8 355.9 355.78 355.76 355.39 355.2 355.18 355.06 354.78 354.39 354.18 16+50.00 356.34 356.2 356.18 355.92 355.66 355.64 355.5 355.76 355.5 355,24 355.34 355.22 355.2 354.83 354.64 354.62 354.5 354.22 353.83 353.62 16+75.00 355.78 355.64 355.62 355.36 355.1 355.08 354.94 355.2 354.94 354.68 354.78 354.66 354.64 354.27 354.08 354.06 353.94 353.66 353.27 353.06 17+00.00 355.22 355.08 355.06 354.80 354.54 354.52 354.38 354.64 354.38 354.12 354.22 354.1 354.08 353.71 353.52 353.5 353.38 353.1 352.71 352.5 17+25.00 354.66 354.52 354.5 354.24 353.98 353.96 353.82 354.08 353.82 353.56 353.66 353.54 353.52 353.15 352.96 352.94 352.82 352.54 352.15 351.94 BEGINNING OF ARIZONA CROSSING (SEE DETAIL H ON SHEET 42) 17+25.00 354.66 354.52 354.5 354.24 353.98 353.96 353.82 17+50.00 354.1 353.96 353.94 353.68 353.42 353.4 353.26 17+75.00 353.54 353.4 353.38 353.12 352.86 352.84 352.7 END OF ARIZONA CROSSING 17+75.00 353.54 353.4 353.38 353.12 352.86 352.84 352.7 352.96 352.7 352.44 352.54 352.42 352.4 352.03 351.84 351.82 351.7 351.42 351.03 350.82 BVC 17+84,80 353.32 353.18 353.16 352.90 352.64 352.62 352.48 352.74 352.48 352.22 352.32 352.2 352.18 351.81 351.62 351.6 351.48 351.2 350.81 350.6 18+00.00 352.99 352.85 352.83 352.57 352.31 352.29 352.15 352.41 352.15 351.89 351.99 351.87 351.85 351.48 351.29 351.27 351.15 350.87 350.48 350.27 18+25.00 352.53 352.39 352.37 352.11 351.85 351.83 351.69 351.95 351.69 351.43 351.53 351.41 351.39 351.02 350.83 350.81 350.69 350.41 350.02 349.81 18+50.00 352.16 352.02 352 351.74 351.48 351.46 351.32 351.58 351.32 351.06 351.16 351.04 351.02 350.65 350.46 350.44 350.32 350.04 349.65 349.44 18+75.00 351.87 351.73 351.71 351.45 351.19 351.17 351.03 351.29 351.03 350.77 350.87 350.75 350.73 350.36 350.17 350.15 350.03 349.75 349.36 349.15 EVC 18+77.03 351.86 351.72 351.7 351.44 351.18 351.16 351.02 351.28 351.02 350.76 350.86 350.74 350.72 350.35 350.16 350.14 350.02 349.74 349.35 349.14 19+00.00 351.64 351.5 351.48 351.22 350.96 350.94 350.8 351.06 350.8 350.54 350.64 350.52 350.5 350.13 349.94 349.92 349.8 349.52 349.13 348.92 19+25.00 351.41 351.27 351.25 350.99 350.73 350.71 350.57 350.83 350.57 350.31 350.41 350.29 350.27 349.9 349.71 349.69 349.57 349.29 348.9 348.69 19+50.00 351.18 351.04 351.02 350.76 350.5 350.48 350.34 350.6 350.34 350.08 350.18 350.06 350.04 349.67 349.48 349.46 349.34 349.06 348.67 348.46 19+75.00 350.95 350.81 350.79 350.53 350.27 350.25 350.11 350.37 350.11 349.85 349.95 349.83 349.81 349.44 349.25 349.23 349.11 348.83 348.44 348.23 20+00.00 350.72 350.58 350.56 350.30 350.04 350.02 349.88 350.14 349.88 349.62 349.72 349.6 349.58 349.21 349.02 349 348.88 348.6 348.21 348 20+25.00 350.49 350.35 350.33 350.07 349.81 349.79 349.65 349.91 349.65 349.39 349.49 349.37 349.35 348.98 348.79 348.77 348.65 348.37 347.98 347.77 20+50.00 350.25 350.11 350.09 349.83 349.57 349.55 349.41 349.67 349.41 349.15 349.25 349.13 349.11 348.74 348.55 348.53 348.41 348.13 347.74 347.53 20+75.00 350.02 349.88 349.86 349.60 349.34 349.32 349.18 349.44 349.18 348.92 349.02 348.9 348.88 348.51 348.32 348.3 348.18 347.9 347.51 347.3 21+00.00 349.79 349.65 349.63 349.37 349.11 349.09 348.95 349.21 348.95 348.69 348.79 348.67 348.65 348.28 348.09 348.07 347.95 347.67 347.28 347.07 21+25.00 349.56 349.42 349.4 349.14 348.88 348.86 348.72 348.98 348.72 348.46 348.56 348.44 348.42 348.05 347.86 347.84 347.72 347.44 347.05 346.84 BVC 21+47.96 349.35 349.21 349.19 348.93 348.67 348.65 348.51 348.77 348.51 348.25 348.35 348.23 348.21 347.84 347.65 347.63 347.51 347.23 346.84 346.63 21+50.00 349.33 349.19 349.17 348.91 348.65 348.63 348.49 348.75 348.49 348.23 348.33 348.21 348.19 347.82 347.63 347.61 347.49 347.21 346.82 346.61 21+75.00 349.06 348.92 348.9 348.64 348.38 348.36 348.22 348.48 348.22 347.96 348.06 347.94 347.92 347.55 347.36 347.34 347.22 346.94 346.55 346.34 22+00.00 348.73 348.59 348.57 348.31 348.05 348.03 347.89 348.15 347.89 347.63 347.73 347.61 347.59 347.22 347.03 347.01 346.89 346.61 346.22 346.01 22+25.00 348.34 348.2 348.18 347.92 347,66 347.64 347.5 347.76 347.5 347.24 347.34 347.22 347.2 346.83 346.64 346.62 346.5 346.22 345.83 345.62 22+50.00 347.88 347.74 347.72 347.46 347.2 347.18 347.04 347.3 347.04 346.78 346.88 346.76 346.74 346.37 346.18 346.16 346.04 345.76 345.37 345.16 22+75.00 347.36 347.22 347.2 346.94 346.68 346.66 346.52 346.78 346.52 346.26 346.36 346.24 346.22 345.85 345.66 345.64 345.52 345.24 344.85 344.64 23+00.00 346.78 346.64 346.62 346.36 346.1 346.08 345.94 346.2 345.94 345.68 345.78 345.66 345.64 345.27 345.08 345.06 344.94 344.66 344.27 344.06 EVC 23+22.28 346.21 346.07 346.05 345.79 345.53 345.51 345.37 345.63 345.37 345.11 345.21 345.09 345.07 344.7 344.51 344.49 344.37 344.09 343.7 343.49 23+25.00 346.14 346 345.98 345.72 345.46 345.44 345.3 345.56 345.3 345.04 345.14 345.02 345 344.63 344.44 344.42 344.3 344.02 343.63 343.42 23+50.00 345.48 345.34 345.32 345.06 344.8 344.78 344.64 344.9 344.64 344.38 344.48 344.36 344.34 343.97 343.78 343.76 343.64 343.36 342.97 342.76 BVC 23+69.88 344.94 344.8 344.78 344.52 344.26 344.24 344.1 344.36 344.1 343.84 343.94 343.82 343.8 343.43 343.24 343.22 343.1 342.82 342.43 342.22 23+75.00 344.81 344.67 344.65 344.39 344.13 344.11 343.97 344.23 343.97 343.71 343.81 343.69 343.67 343.3 343.11 343.09 342.97 342.69 342.3 342.09 BEGINNING OF ARIZONA CROSSING (SEE DETAIL H ON SHEET 42) 23+75.00 344.81 344.67 344.65 344.39 344.13 344.11 343.97 24+00.00 344.21 344.07 344.05 343.79 343.53 343.51 343.37 24+25.00 343.69 343.55 343.53 343.27 343.01 342.99 342.85 END OF ARIZONA CROSSING 24+25.00 343.69 343.55 343.53 343.27 343.01 342.99 342.85 343.11 342.85 342.59 342.69 342.57 342.55 342.18 341.99 341.97 341.85 341.57 341.18 340.97 24+50.00 343.26 343.12 343.1 342.84 342.58 342.56 342.42 342.68 342.42 342.16 342.26 342.14 342.12 341.75 341.56 341.54 341.42 341.14 340.75 340.54 24+75.00 342.93 342.79 342.77 342.51 342.25 342.23 342.09 342.35 342.09 341.83 341.93 341.81 341.79 341.42 341.23 341.21 341.09 340.81 340.42 340.21 25+00.00 342.68 342.54 342.52 342.26 342 341.98 341.84 342.1 341.84 341.58 341.68 341.56 341.54 341.17 340.98 340.96 340.84 340.56 340.17 339.96 BEGINNING OF ARIZONA CROSSING (SEE DETAIL H ON SHEET 42) 25+00.00 342.68 342.54 342.52 342.26 342 341.98 341.84 25+25.00 342.52 342.38 342.36 342.10 341.84 341.82 341.68 25+50.00 342.45 342.31 342.29 342.03 341.77 341.75 341.61 25+75.00 342.48 342.34 342.32 342.06 341.8 341.78 341.64 25+80.14 342.49 342.35 342.33 342.07 341.81 341.79 341.65 END OF ARIZONA CROSSING EVC 25+80.14 342.49 342.35 342.33 342.07 341.81 341.79 341.65 341.91 341.65 341.39 341.49 341.37 341.35 340.98 340.79 340.77 340.65 340.37 339.98 339.77 BEGINNING OF CROSS SLOPE TRANSITION (NORTH EDGE OF PAVEMENT) 25+83.78 342.5 342.36 342.34 342,08 341.82 341.8 341.66 341.92 341.66 341.4 341.5 341.38 341.36 340.99 340.8 340.78 340.66 340.38 339.99 339.78 26+00.00 342.57 342.43 342.41 342.15 341.89 341.87 341.73 341.99 341.73 341.47 341.57 341.45 341.43 341.06 340.87 340.85 340.73 340.45 340.06 339.85 26+25.00 342.66 342.52 342.5 342.24 341.98 341.96 341.82 342.08 341.82 341.56 341.66 341.54 341.52 341.15 340.96 340.94 340.82 340.54 340.15 339.94 BVC 26+35.92 342.71 342.57 342.55 342.29 342.03 342.01 341.87 342.13 341.87 341.61 341.71 341.59 341.57 341.2 341.01 340.99 340.87 340.59 340.2 339.99 26+50.00 342.75 342.61 342.59 342.33 342.07 342.05 341.91 342.17 341.91 341.65 341.75 341.63 341.61 341.24 341.05 341.03 340.91 340.63 340.24 340.03 26+75.00 342.78 342.64 342.62 342.36 342.1 342.08 341.94 342.2 341.94 341.68 341.78 341.66 341.64 341.27 341.08 341.06 340.94 340.66 340.27 340.06 27+00,00 342.74 342.6 342.58 342.32 342.06 342.04 341.9 342.16 341.9 341.64 341.74 341.62 341.6 341.23 341.04 341.02 340.9 340.62 340.23 340.02 EVC 27+06.97 342.72 342.58 342.56 342.30 342.04 342.02 341.88 342.14 341.88 341.62 341.72 341.6 341.58 341.21 341.02 341 340.88 340.6 340.21 340 27+25.00 342.66 342.52 342.5 342.24 341.98 341.96 341.82 342.08 341.82 341.56 341.66 341.54 341.52 341.15 340.96 340.94 340.82 340.54 340.15 339.94 END 27+50.00 MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH BENCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 I SCALE: 1 H: V: THE THE IE NEW rOR :TER ALL BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. ss ;; I OBER T K. HOLT 2 i6 N0.27943 A. Exp. 3-31-18 O O d)I9CI.ViL �yc�: P QF Ca The Holt Group, Inc. ENGINEERING " SURVEYING " CONSTRUCTION MANAGEMENT' PLANNING - 201. E. HOBSONWAY 1601N IMPERIAL AVE. 70-225 HIGHWAY 11 t, SUITED BLYTHE, CA 92225 EL CENTRO CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE . (760) 922-4658 PHONE (760) 337-3883 PHONE'. (760) 328-5280 FAX (760)922-4660F (760)337-5997 FAX (760)328-5281 4 4 - IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -28 RIVERSIDE AVENUE PAVEMENT DATA CHART R. DATE PREPARED BY: R.C.E. NO. ( DATE COUNTY BENCHMARK: SEE SHEET SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 I SCALE: 1 H: V: THE THE IE NEW rOR :TER ALL BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 BLS -28 RIVERSIDE AVENUE PAVEMENT DATA CHART 28 OF 50 SHTS FOR: W.O. COUNTY (� 5 `! FILE NO. �++(� y( 2.0' 24.0' 2.0' INSTALL 0.5' OF CLASS 2 BASE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MATCH MAXIMUM DENSITY PER ASTM EXISTING 2. D-1557. NATIVE EARTH M,q 2 M J MATCH EXISTING 4'1 NATIVE EARTH off; M LO C) o �� SCARIFY AND COMPACT 1.0' OF NATIVE MATERIAL COMPACT NATIVE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. TYPICAL SECONDARY ACCESS ROAD CROSS SECTION C-C HORIZONTAL SCALE: 1" = 21 VERTICAL SCALE: 1" = 1'-0" 21-26 9 AFTER THE GRINDING ACTIVITIES HAVE BEEN COMPLETED THE CONTRACTOR SHALL INSTALL A TACK COAT PRIOR TO THE CONTRACTOR SHALL CRACK SEAL THE EXISTING A.C. THE INSTALLATION OF A.C. PAVEMENT. THE CONTRACTOR PAVEMENT. THE CONTRACTOR SHALL INSTALL A TACK COAT SHALL INSTALL TWO (2) LIFTS OF 0.17' (TOTAL OF 0.34) OF PRIOR TO THE INSTALLATION OF A.C. ))PAVEMENT. THE i A.C. PAVEMENT. SEE DETAIL A ON SHEET BLS-41. I CONTRACTOR ON OF RA TOR SHALL PAVEMENT. (S E DETAIL LIFTS OF 0. ON T(TOTAL TOT 41. ROW 30, rL ROW 30' CL r 10.0' rr 10.0' COLD PLANE 0.17' OF r MATCH ig!iM T0'OF CLASS 2 2.0' INSTALL 1.0' OF CLASS 2 2 0 EXISTING A.C. PAVEMENT. ACT CLASS 2 r MATCH CONTRACTOR SHALL EXISTING BASE. COMPACT CLASS 2 THEN CRACK SEAL i ERIAL TO 95 r EXISTING NATIVE EARTH OF MAXIMUM r NATIVE EARTH BASE MATERIAL TO 95 THE EXISTING i AT RIGHT OF Y PER ASTM M o PERCENT ENSITOYF MAXIMUM ER ASTM CRACKS.MD-1557. FLATEXISTING NATIVE OD-1557. FLATEXISTING NATIVE VARALE MATERIAL TO MATERIAL TO 2;1 MAXREMAIIN. REMAIN. 4u, 2 0' - 4-A PX EXISTING A.C. 4:1 M , 0 2.0 ' PAVEMENT TO ' -- -- _ -- . v t �- � EXISTING A.C. REMAIN. ' - PAVEMENT TO � � REMAIN. THE CONTRACTOR SHALL GRADE THE SIDE Q THE CONTRACTOR SHALL GRADE THE SIDE I SLOP USING THE EXCAVATED MATERIAL FROM _ SLOP USING THE EXCAVATED MATERIAL FROM / RIVERSIDE DRIVE. THE CONTRACTOR THE I RIVERSIDE DRIVE. THE CONTRACTOR THE SCARIFY AND COMPACT 1.0' OF SHALL GRADE THE NATIVE EARTH SIDE SLOPE SHALL GRADE THE NATIVE EARTH SIDE SLOPE NATIVE MATERIAL. COMPACT NATIVE �� AS ILLUSTRATED BY THE GRADES ON THE SCARIFY AND COMPACT 1.0' OF NATIVE AS ILLUSTRATED BY THE GRADES ON THE MATERIAL TO 95 PERCENT OF IMPROVEMENT PLANS. THE CONTRACTOR MATERIAL. COMPACT NATIVE IMPROVEMENT PLANS. THE CONTRACTOR EXISTING CLASS 2 BASE SHALL COMPACT THE NATIVE MATERIAL TO 90 EXISTING CLASS 2 BASE MAXIMUM DENSITY PER ASTM D-1557. MATERIAL TO REMAIN. MATERIAL TO 95 PERCENT OF SHALL COMPACT THE NATIVE MATERIAL TO 90 I PERCENT OF MAXIMUM DENSITY PER ASTM MATERIAL TO REMAIN. D-1557. PLACE A LIGHT MIST OF WATER ON THE MAXIMUM DENSITY PER ASTM D-1557. PERCENT A MAXIMUM DENSITY PER ASTM D-1557. PLACE A LIGHT MIST OF WATER ON THE NATIVE MATERIAL AFTER GRADING IS NATIVE MATERIAL AFTER GRADING IS COMPLETED. COMPLETED. TYPICAL 2-FOOT NORTH SHOULDER FROM STATION 28+50 TO STATION 33+42.69D-D TYPICAL 2-FOOT NORTH SHOULDER FROM STATION 33+42.69 TO STATION 38+96.10 VO9 HORIZONTAL SCALE: 1" = 21 18 19HORIZONTAL SCALE: 1" = 2'-0" VERTICAL SCALE: 1" = 1'-0"1 VERTICAL SCALE:' 1" = 1'-0" 19, (3 V a z 55 w V( Ca3 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 m COORDINATE THE "POT-HOLING" ACTIVITIES WITH THE UTILITY COMPANIES AND THE SPECIAL INSPECTOR. IT SHALL BE VERIFIED THAT THE EXISTING UTILITIES ARE z LOCATED BELOW THE SUBBASE DESIGN ELEVATION OF THE NEW IMPROVEMENTS, RELOCATION OF THE UTILITIES SHALL BE COORDINATED WITH THE UTILITY COMPANY d AND CDC&R. THERE ARE EXISTING UNDERGROUND FIBER OPTIC, TELEPHONE CABLE, `{ n WATER, AND SEWER. THE CONTRACTOR SHALL BE REQUIRED TO POTHOLE AND z EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF SUBGRADE ALONG THE NEW IMPROVEMENT STRUCTURAL SECTIONS. THE SPECIAL INSPECTOR SHALL OBSERVE iY THE UTILITIES PRIOR TO ANY EXCAVATION. AFTER ALL "POT-HOLE" EXCAVATION ZACTIVITIES HAVE BEEN COMPLETED, THE CONTRACTOR SHALL BACKFILL ALL D EXCAVATIONS PER GEOTECHNICAL REPORT REQUIREMENTS. THE CONTRACTOR 0 SHALL PREPARE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT w UNDERGROUND UTILITIES SHALL NOT BE REQUIRED TO BE RELOCATED BY THE m CONTRACTOR. Q CLc� J uui 0. LU Q F Z w Uj Z RT c[ NOTE: BENCHMARK: SEE SHEET 3 BLYTHE ii SOLAR PROJECT IP 160026 SHEET NO. O Z YAWORK CONTAINED WITHIN THESE PLANS Fz ESS/ n OFF-SITE-IMPROVEMENT PLANS p SHALL NOT COMMENCE UNTIL AN The Holt G ro u p Inc. 1 IN THE COUNTY OF RIVERSIDE, CALIFORNIA U U CUP 03728 EA 42812 BLS-29 � ENCROACHMENT PERMIT ANDlOR A f " � � DIAL C ENGINEERING' SURVEYING `CONSTRUCTION MANAGEMENT `PLANNING SEE SHEET 3 FOR TWO WORKING BENCHMARK DESCRIPTION U F- BEFORE GRADING PERMIT HAS BEEN ISSUED. eE T K. r y rA� DAYS BEFORE N0.27943 m BLYTHE201 E. OA92225Y 1601 ELCN.IRO,CA92243 RANO OMIRAHIGHWAY1itSWTEO SECONDARY ACCESS ROAD Y YOU DIG YOU DIG A BLYTHE, CA 92225 El CENTRO, CA 92243 RANCHO MIRAGE CALIFORNIA 92270 „' - Exp.3-31-18 O PHONE: (760)922-4658 PHONE: (760)337-3883 PHONE :(760)326-5280 EL= 391.57 TYPICAL CROSS SECTION a w a The private engineer signing these p4rris is responsible for assuring the accuracy O FAX : (760) 922-4660 qX : (760) 337-5997 FAX p60) 328-5281 > x TOLL FREE $11 andacce acceptability of the design In the event of ' s 29 OF 50 SHTS' p a p dy desig discrepanaes arising after T9� cr v(v Q A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE APPR. DATE F c ° PREPARED B R.C.E. NO. 27943 FOR: W.O. COUNTY 9 �z UNDERGROUND SERVICE ALERT determminganaaeptabiesolutionandrev�ingfheplarisforapprovalbythecounty. REVISIONS r SCALE: FILE NO. ¢ < ENGINEER DATE 08/10/16 COUNTY H: V:,- _ tl�Zal 390 380 372 400 390 380 372 400 390 380 372 z D 0 0 STA 2+00.00 400 KkIr� 380 372 STA 4+00.00 STA 6+00.00 EXISTING 3 -STRAND BARB WIRE FENCE TO BE REMOVED AND DISPOSED OF. ,II 390 380 372 400 390 380 372 400 390 380 372 STA 3+00.00 60.0' 12.0BUTCH AVENUE EASEMENT EXISTING 3 -STRAND BARB SCE _WIRE FENCE TO BE EASEMENT 2q.0' REMOVED AND DISPOSED OF, 6.0' 13.0' 13.0' 6.0' I TP 390.05 STA 5+00.00 C9Zf� 390 380 372 NOTE: SEE ROAD DATA CHART FOR BUTCH AVENUE DESIGN ELEVATIONS. ES 9 �. OBE T K. LT 4 No.27943 m A: Exp. 3-31-18 ' The Holt Group, Inc. ENGINEERING ` SURVEYING ' CONSTRUCTION MANAGEMENT "PLANNING 201E HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE. CALIFORNIA 92270 PHONE: (760)9224658 PHONE: (760)337-3883 PHONE'. 17s )3283280 O O FAX ' (760)9224660 (760)337-5997 FAX (760)328-5281 1P�9T C1 VIL ��\P APPR. DATE Or Ca ° PREPARED B R.C.E. NO. 27943 REVISIONS 4 DATE 08/10/16 COUNTY 390 380 372 390 380 372 380 370 362 380 370 360 352 370 360 352 I rt gnicn n *n. oU. U 26.0' 6.0' 13.0' i 13.0* 6.0' avS 388,62)' STA 2+00.00 STA 5+00.00 R (I %A/ -q- R A %A/ STA 8+00.00 STA 11 +00.00 390 380 372 390 380 372 380 370 362 380 370 360 352 STA 14+00.00 390 380 372 390 380 372 380 370 362 370 360 352 360 K 350 342 STA 3+00.00 I Ii I o n gni .�, .., STA 6+00.00 STA 9+00.00 ROW 600' ROW 26.0' 6.0' 13.0' 110' 6.0' --- STA 12r+00.00 ROW An ROW 390 380 372 390 380 372 380 370 362 370 360 352 STA 15+00.00 I ROW 60.0' ROW 26.0' 6.0' 13.0' 13.0' 6.0' 390 _ 390 go TP 386.52 380 380 372 372 390 380 370 362 380 370 362 370 360 352 STA 4+00.00 STA 7+00.00 1 ROW 60.0' ROW '. 26.0' 6.0' 13.0' 1 3.0' 6.0' _1 1 TP 372.20 s/VS 371 16 , 1 5 1 A 'I U+UU.UU ROW An ROW STA 13+00.00 Ii 390 380 370 362 380 370 362 370 360 352 ROW 60.0' ROW KEXISTING 2 I CHAINLINK 6.0' 13.0' 13.0' 7 6.0' FENCE. 360 TP 357.04 360 v 6� .., 350 350 342 342 STA 16+00.00 The Holt Group, Inc. ENGINEERING' SURVEYING * CONSTRUCTION MANAGEMENT * PLANNING NOTE: SEE PAVEMENT DATA CHART FOR RIVERSIDE AVENUE DESIGN ELEVATIONS. 201E 1601 N IMPERIAL AVE. RANCH HIGHWAY v1, SUITE D E, CA 92 25 BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE: (760)9224656 PHONE (760)337.3883 PHONE (760)328-5280 FAX (760)922-4660 X (760)337-5997 FAX (760)328-5281 PREPARED BY. ° R.C.E. NO. 27943 s DATE 08/10/16 I , ROW 60.0' ROW _ 28.0' 6.0' 13.0' .... 13.0' 6.0' 360 360 ROW 60.0' ROW EXISTING 60.0' ROW TP 351.22 CHAINLINK 26.0' FENCE. 6.0' 13.0' 13.0' 6.0' ROW 26.0' 6.0' 13.0' 13.0' 6.0' 360 I 360 EXISTING 360 360 EXISTING 350 _ _ .. . ,:, _ 350 TP 354.80CHAINLINK CHAINLINK 1 35 FENCE. TP 352.57 FENCE. " I 1 t tvs (NS ) 350 _ � 350 350 � _._..�__ � _ 350 340 340 342 342 342 I 342 332 332 STA 17+00.00 STA 18+00.00 STA 19+00.00 I , ROW ROW ROW 60.0' ROW 60.0' 28.0' 26.0' 6.0'_ 13.01 13.0' 6.0' 360 _ 6.0' 13.0' 13.0' 6.0' 360 360360 EXISTING ROW 60.0' R 6W TP 350.30 CHAINLINK EXISTING i FENCE. CHAINLINK 26.0' EXISTING iNS `49,52) FENCE. 6.0' 13.0' I 13.0' 6.0' FENCE. 350. T 350 350 I" 350 350 TP 348.31 350 \(S 349.7) I _ TP 349.37 v1.4r 340 340 340 340 340 I I 340 332 332 332 332 332 332 STA 20+00.00 STA 21 +00.00 STA 22+00.00 I q I I , ROW 60.0' ROW ROW 60.0' ROW ROW ROW EXISTING 60.0 28.0' CHAINLINK 28.0' EXISTING FENCECHAINLINK 26.0' . 6.0' 13.0' i 13.0' 6.0' 6.0' 13.0' 1 13.0' 6.0' FENCE. 6.0 13.0' 0 � 13.0 6.0' 350 _ 350 350 _ 350 350 - _ 350 EXISTING (SVS 346 4) tiS 44% CHAINLINK TP 343.79t £_F . ' TP 346.36 t 4' 0f1 FENCE_ 340 ' _ 340 340 RIP ROCK 340 340 _ I I 340 -TP 342.26 332 I 332 332 I 332 332 332 STA 23+00.00 STA 24+00.00 STA 25+00.00 60.0' ROW0 ROW 80.0' ROW R W 26.0' 6.0' 13.0' 13.0' 6.0' 19.8' 20.0' 350 _ 350 EXISTING 350 350 I CHAINLINK I 0.34' OVERLAY PAVEMENT OVER CHAINLINK ROW ROW FENCE. I 60.0 I TP 342.32 0.67 OF C213 17FENCE. 26.0' I TP 342.17 I 6.0' 13.0' 13.0' 6.0' h k 350 350 340 ' 340 340. ,F,i,i_ 340 % y<1' ii3 tj (NS 342.43) JJ EXISTINJ UNDERGROUND I EXISTING UNDERGROUND- TELEP iOii NE TO REMAIN. TELEPHONE TO REMAIN. 340 TP 342.15 340 330 330 330 330 17 w 1 332 332 322 322 322 322 STA 26+00.00 STA 27+00.00 STA 28+00.00 UJI ROW 60.0' ROW ROW 60.0' ROW ROW 60.0' ROW 19.3' 20.0'18. T 20.0' 19.6' 20.0' 350 350 350 350 350 - LU 0.34 OVERLAY 0.42 OF A.C. EXISTING 0.34 OVERLAY 0.42 OF A.C. 0.33' OVERLAY 0.42' OF A.C. 350EXISTING i PAVEMENT OVERI CHAINLINK ( PAVEMENT OVER ( EXISTING I 0.67' OF C2B 0 67' OF C2B CHAINLINK PAVEMENT OVER CHAINLINK FENCE. I 1 FENCE. I 0.6T OF C2B FENCE. r ...4.6Td TP 341.89 , t > TP 341.68 rr . 34 F `,a � � TP 342.01 (�P34__ t5 340 340 340 340 340- U) 40 g? w c~n EXISTING UNDER ROUND) TELEPHONE TO REMAIN. EXISTING UNDERGROUND EXISTING UNDERGROUND Z TELEPHONE TO REMAIN. TELEPHONE TO REMAIN. 0 330 330 330 330 330 330 w : r m v 322 322 322 322 322 322 W Q STA 29+00.00 STA 30+00.00 STA 31 +00.00 z W NOTE: SEE PAVEMENT DATA CHART FOR RIVERSIDE z AVENUE DESIGN ELEVATIONS. w2 NOTE: BENCHMARK: SEE SHEET 3 BLYTHE II SOLAR PROJECT IP 160026 SHEET NO. > o RT WORK CONTAINED WITHIN THESE PLANS Es OFF-SITE-IMPROVEMENT PLANS 0 z 7 AA.VAA e tGroup, IN THE COUNTY OF RIVERSIDE, CALIFORNIA � 0 �Mvw vvwwww�nnn SHALL NOT COMMENCE UNTIL AN l The O ` Inc. CUP 03728 EA 42812 [] �+ ENCROACHMENT PERMIT AND/OR A 2c ENGINEERING ` SURVEYING' CONSTRUCTION MANAGEMENT " PLANNING SEE SHEET 3 FOR BLS-32 _ O DIAL TWO WORKING GRADING PERMIT HAS BEEN ISSUED. oeERTK.HOE T y BENCHMARK DESCRIPTION RIVERSIDE AVENUE 0 co W 1 BEFORE ASR DAYS BEFORE N0.27943 tmil 201 E. HOBSONWAY 1601 N IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE C z.: QU �. eLYTHE,CA92225 ELCENTRO,CA92243 RANCHO MIRAGE.CALIFORNIA92270 CROSS SECTION DETAILS YOU DIG PHONE : (760) 922-4658 PHONE. (760) 337-3883 PHONE (760) 328-5280 EL= 391.57 d 0 I- Y©t1 DIG Exp. 3-31-18 G... FAX (760)328-5281 a w 0 The private engineer signing these plans is responsible for assuring the accuracy O FAX (760) 922-4660 FAx (760) 337-5997 © � TOLL FREE (P .T 32 OF 50 SHTS 811 0.and acceptability of the design hereon. M the event of discrepancies arising after 9� CIV 1 \ a �Q APUBLICSERVICEBY county approval or during construction, the private engineer shall be responsible for MARK BY DATE APPR. DATE ��Gni�F PREPAREDBY. � R.GE.NO. 27943 FOR: W.O. COUNTY ` n Z UNDERGROUND SERVICE ALERT determining anacceptahlesolutionandrevisingtheplansforapprovalbythecounty. REVISIONS SCALE FILE NO- < < ENGINEER COUNTY I DATE 08/10/16 H:-!:=-10 -0 V: 111=101-011 ROW 350- 0. 340 _-__. EXISTING UNDERGROUND TELEPHONE TO REMAIN. 330- 322- ROW 30 322 ROW 350- F I 340 EXISTING UNDERGROUN TELEPHONE TO REMAIN. 330- 322 MR 340 EXISTING UNDE RGROUND- TELEPHONE TO REMAIN. 330- 322- 60.0, 30 322 340 340 340 EXISTING SWALE TO REMAIN. EXISTING UNDERGROUND) TELEPHONE TO REMAIN. 330 330- -330 322 322 322 STA 38+00.00 STA 39+00.00 NOTE: SEE PAVEMENT DATA CHART FOR RIVERSIDE AVENUE DESIGN ELEVATIONS. 60.0' ROW ROW 60.0' ROW ROW 60.0' ROW ' 40.6' 19.8' 20.0' 200' 200' 0.17' COLD PLANE AND 0.34' OVERLAY 34' OVERLAY 0.42' OF A.C. _ 350 EXISTING 350 . . 0.34' OVERLAY 0.42' OF A.C. 350 EXISTING 350 20.6' 20.0' 111 350 PAVEMENT OVER CHAINLINK PAVEMENT OVER I CHAINLINK I 0.67' OF C213 FENCE. 0.67' OF C213 FENCE. I - _) TP 341.37 (TP 341_03) 341,04) TP 341.38_-- TP 340.92 _ 340 340 _ 340 340 . mow- � 340 __._ _ --_. ..___ . _ EXISTING UNDERGROUND) /,..�,_ EXISTING UNDERGROUND) TELEPHONE TO REMAIN. TELEPHONE TO REMAIN. 330 330 __ __ _ 330 330- 330 322 322 322 322 322 STA 32+00.00 STA 33+00.00 STA 34+00.00 (i ct60.0' ct ROW ROW 60.0' ROW ROW ROW 40.6' 40.6' 60.0' 0.1T COLD PLANE AND 0.34' OVERLAY 0.1T COLD PLANE AND 0.34' OVERLAY 40.8' 350 350 __ _. 20.6 20.0 350 350 - - 0.1T COLD PLANE AND 0.34' OVERLAY - 350 19.8' 20.0' EXISTING EXISTING EXISTING CHAINLINK ' CHAINLINK ( 19.9' 20.9' CHAINLINK FENCE. FENCE. ( FENCE. TP 340.63 i f# 4f 46j ,- (; 9-' :340 ?5? TP 340.43 TP 340.22 s4t1 �, __ _.._._... t 340 340 340 340 340 _ EXISTING UNDERGROUND) EXISTING UNDERGROUND TELEPHONE TO REMAIN. TELEPHONE TO REMAIN. 330 330- -330 330 330 322 322 322 322 322 STA 35+00.00 STA 36+00.00 STA 37+00.00 ROW ROW r 60.0' 60.0' ROW 41.1' 40.6' 350 - 0.1 T COLD PLANE AND 0.34' OVERLAY - 350 0.1T COLD PLANE AND 0.34' OVERLAY EXISTING 1 19.9' 21.2' ( EXISTING 19.9' 20.T CHAINLINK FENCE. EXISTING GUARD RAIL. d> `i4} CHAINLINK I 3n ,,v I FENCE. TP 340.02 ' 339_85) EXISTING SWALE TO REMAIN. TP 340.31 1 340 340 340 EXISTING SWALE TO REMAIN. EXISTING UNDERGROUND) TELEPHONE TO REMAIN. 330 330- -330 322 322 322 STA 38+00.00 STA 39+00.00 NOTE: SEE PAVEMENT DATA CHART FOR RIVERSIDE AVENUE DESIGN ELEVATIONS. 340 330 322 340 330 322 350 340 332 360 350 342 370 360 352 STA 2+00.00 STA 5+00.00 STA 8+00.00 STA 11 +00.00 STA 14+00.00 340 330 322 350 340 332 360 350 342 370 360 352 340 330 322 REVISIONS 340 330 322 340 330 322 350 340 332 360 350 342 370 360 352 STA 3+00.00 STA 6+00.00 STA 9+00.00 0tR1, STA 12+00.00 STA 15+00.00 340 330 322 340 330 322 350 340 332 360 350 342 370 360 352 340 330 322 350 340 332 360 350 342 370 360 352 380 370 362 STA 4+00.00 STA 7+00.00 STA 10+00.00 STA 13+00.00 STA 16+00.00 340 330 322 350 340 332 360 350 342 370 360 352 380 370 362 380 370 362 390 380 372 400 390 382 390 380 372 390 380 372 STA 17+00.00 STA 20+00.00 STA 23+00.00 STA 26+00.00 24.0' STA 29+00.00 380 370 362 390 380 372 400 390 382 390 380 372 390 380 372 BY DATE REVISIONS ENGINEER 390 380 372 390 380 372 390 380 390 380 372 390 380 372 STA 18+00.00 STA 21 +00.00 STA 24+00.00 24.0' STA 27+00.00 STA 30+00.00 390 380 372 390 380 372 390 380 390 380 372 390 380 372 390 380 372 390 380 390 380 390 380 372 390 380 372 STA 19+00.00 STA 22+00.00 24.0' _ C2B 389.97 (IV`s 389,97) STA 25+00.00 24.0' STA 28+00.00 24.0' C2B 390.04 (NS 3K 04) STA 31 +00.00 390 380 372 390 380 390 380 390 380 372 390 380 372 400 390 382 400 390 382 400 390 382 400 390 382 STA 32+00.00 STA 35+00.00 STA 38+00.00 STA 41 +00.00 400 390 382 400 390 382 400 390 382 400 390 382 400 390 382 400 390 382 400 390 382 24.0' C2B 391.36 (NS 399.36) STA 33+00.00 STA 36+00.00 STA 39+00.00 400 390 382 400 390 382 400 390 382 400 390 382 400 390 382 400 390 382 STA 34+00.00 STA 37+00.00 STA 40+00.00 400 390 382 400 390 382 400 390 382 COORDINATE TABLE POINT NORTHING EASTING 0 2172264.88 7034674.97 2� 2172265.40 7034700.96 m 2171791.71 7034709.12 ® 2171767.08 7034719.85 0 2171757.32 7034744.88 2171731.31 7034745.00 0 2171720.58 7034720.54 80 2171695.72 7034710.77 0 2171695.30 7034684.77 Fl -0-1 2171743.00 7034683.95 F-111 2171776.19 7034683.38 12 2171769.09 7035870.67 N A'- .�,9rC'y ,75 73 X I- 9 2 1 m.. '�A VA N Lo LP Ni WL DIAL TWO WORKING BEFORE .0 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. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies ar singafter county approval or during construction, the private engineer shall be responsible for MARK BYE determining an acceptable solution and revising the plans for approval by the county. ENGINEER oPR E. POINT The Holt Group, Inc. EASTING 39 ENGINEERING ` SURVEYING' CONSTRUCTION MANAGEMENT ` PLANNING T z 2169057.66 NO. 27943 m 201 E. HOBSONWAY 1601 N IMPERIAL AVE. 70425 HIGHWAY 111, SUITE 0 7034769.74 42 BLYTHE, CA 92225 EL GENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 Exp. 3-31-18 O: PHONE: (760) 922-4658 PHONE : (760) 337-3883 PHONE (760) 3265280 O 44 (760)922-4660. X, (760)337-5997 FAX: p60)326-5281 COORDINATE TABLE POINT NORTHING EASTING 39 2169060.16 7034784.28 40 2169057.66 7034714.15 41 2169068.14 7034769.74 42 2169083.12 7034763.59 F4-3-1 2169085.12 7034763.85 44 2169094.74 7034765.22 45 2169082.90 7034739.45 46 2169088.51 7034740.09 47 2169098.13 7034741.46 48 2169128.40 7034743.30 49 2169181.89 7034742.24 50 2169128.88 7034767.30 51 2169182.01 7034766.21 52 2169392.51 7034738.23 53 2169393.85 7034738.20 54 2169608.61 7034732.58 55 2169630.06 7034725.25 56 2169392.97 7034762.22 57 2169394.48 7034762.19 58 2169609.08 7034756.57 59 2169644.24 7034744.62 60 2169742.35 7034672.79 61 2169727.91 7034653.73 62 2169783.65 7034649.91 63 2169774.74 7034627.62 64 2169916.03 7034597.01 REVISIONS APPR. DATE ` CP Cati\F %w I PREPARED BY^ R.C.E. NO. 27943 COUNTY DATE 08110!16 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' H: V: Nma COORDINATE TABLE POINT NORTHING EASTING 65 2169906.98 7034574.72 66 2169944.02 7034583.37 191 2169931.94 7034562.62 191 2169999.46 7034551.10 69 2169987.38 7034530.36 70 2170054.42 7034441.86 71 2170030.57 7034444.53 72 2170048.49 7034388.76 1731 2170024.64 7034391.43 74 2170042.35 7034356.61 75 2170019.20 7034362.92 76 2170014.43 7034254.05 77 2169991.27 7034260.36 78 2170053.96 7034081.30 79 2170035.85 7034065.55 80 2170175.96 7033941.01 81 2170157.85 7033925.26 82 2170203.03 7033901.67 83 2170181.86 7033890.38 84 2170286.34 7033745.51 85 2170265.16 7033734.21 I:mj 2170299.60 7033724.21 191 2170280.27 7033710.19 88 2170371.96 7033623.62 89 2170352.47 7033609:60 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE II SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 SECONDARY ACCESS ROAD HORIZONTAL CONTROL PLAN W.O. Ww*,T*] IF 160026 1 SHEET NO. W L z o to wI F- IqN Uj W w W�vqcah6 DIALTWO WORKING WORE .� DAYS BEFORE YOU DIG YOU DIG `fd TOLL FLEE 81l11 Q 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 plans is responsible for assuring the accura and acceptability of the design hereon. In the event of discrepancies ad:g aftcyer county approval or during constnrction, the private engineer shall be responsible for MARK determiNng an acceptable solution and revising the plans � approval by the county. BY I DATE ENGINEER REVISIONS DATE COUNTY n N/ s -i -1 D 4 E U The Holt Group, Inc. oP C ENGINEERING' SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING O T LT f Z 2170538.89 NO. 2799 43 til M 201E HOBSONWAV 1607 N. IMPERIAL AVE. 70-225 HIGHWAY itt. SUITE 0 7033473.46 ;UCA.92242 BLYTHE, CA 92225 EL CENTRA, RANCHO MIRAGE, CALIFORNIA 92270 Exp. 3-31-18PHONE: O (760)922-4656 PHONE: (760)337-3663 PHONE: Q60)328-5280 O I FAX (760)922-4660 . I:AX: (760)337-5997 FAX (760)328-5281 R.C.E. NO. DATE COORDINATE TABLE POINT NORTHING EASTING E9701 2170541.30 7033525.80 F-9-11 2170538.89 7033501.92 92 2171060.80 7033473.46 F9-31 2171058.39 7033449.58 94 2171072.31 7033472.43 95 2171070.47 7033448.50 96 2171655.07 7033427.63 97 2171653.23 7033403.70 98 2171670.13 7033426.33 99 2171663.91 7033403.15 100 2171729.45 7033425.43 101 2171728.82 7033401.44 102 2171796.70 7033419.21 103 2171792.92 7033395.51 104 2171935.73 7033397.02 105 2171931.95 7033373.32 106 2171957.88 7033388.94 107 2171945.53 7033368.37 108 2171972.88 7033379.93 109 2171960.53 7033359.36 110 2171985.88 7033375.08 111 2171981.73 7033351.44 112 2172056.51 7033362.69 113 2172052.37 7033339.05 114 2172094.77 7033357.53 115 2172092.50 7033333.63 08/10/16 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' SCALE: H: V: COORDINATE TABLE POINT NORTHING EASTING 116 2172272.37 7033340.68 117 2172271.13 7033316.69 118 2172326.38 7033340.17 F1 -1 -91 2172325.85 7033316.18 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE 11 SOLAR PROJECT IP 160026 SHEET NO. OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE CALIFORNIA CUP 03728 EA 42812 BLS_40 SECONDARY ACCESS ROAD HORIZONTAL CONTROL PLAN -40-OF 50 SHT FOR: W.O. COUNTY FILE NO. Y n /-EXISTING A.C. o O Q �° C p o O p. o 0 0° ° U 0° ° U p° 2 EXISTING BASE MATERIAL. NOTES. O COLD PLANE 0.17 FOOT DEEP AREA FOR THE FULL WIDTH OF THE A.C. PAVEMENT AS ILLUSTRATED ON THE IMPROVEMENT PLANS. Q TACK COAT THE SAW -CUT A.C. PAVEMENT EDGE AND COLD PLANED AREA WITH A GRADE SS -1 H EMULSIFIED ASPHALT AT AN APPROXIMATE RATE OF 0.05 TO 0.10 GALLON PER SQUARE YARD. THE SSA H EMULSIFIED ASPHALT SHALL BE UNIFORMLY APPLIED PRECEDING THE PLACEMENT OF THE NEW ASPHALT CONCRETE. THE SURFACE SHALL BE FREE OF WATER, FOREIGN MATERIAL, OR DUST WHEN THE TACK COAT IS APPLIED. COLD PLANE DETAIL NTS 617,18,19 STOP SIGN DETAIL NTS zz LU INSTALL A 30"X30" CALTRANS R1 STOP SIGN OR CALTRANS W15 "ROAD NARROWS" WARNING SIGN. THE STOP SIGN SHALL BE A CA R1 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. THE WARNING SIGN SHALL BE A CA W15 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. ANCHOR PER OF RIVERSIDE ZD DETAIL 1222. NOTE: INSTALL ALL SIGNS PER RIVERSIDE COUNTY STD NO. 1220, 1221 AND 1222. E 12,4514 TYPE "E" MONUMENT (OPTIONAL) COMPACTED EARTH 412"ROUND LOT LINE L&T L&T GWD RNV LINE O TYPE "A0 OR "B" MONUMENT OF STREET cs � TYPE "E" MONUMENT -w* • f \ 0 11 TYPE "E" MONUMENT Uj W (OPTIONAL) J w L&T L&T F_ STOP SIGN DETAIL NTS zz LU INSTALL A 30"X30" CALTRANS R1 STOP SIGN OR CALTRANS W15 "ROAD NARROWS" WARNING SIGN. THE STOP SIGN SHALL BE A CA R1 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. THE WARNING SIGN SHALL BE A CA W15 ZUMAR INDUSTRIES SIGN OR AN APPROVED EQUAL. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. ANCHOR PER OF RIVERSIDE ZD DETAIL 1222. NOTE: INSTALL ALL SIGNS PER RIVERSIDE COUNTY STD NO. 1220, 1221 AND 1222. E 12,4514 SAWCUT V DIA. SMOOTH BAR 3/8" TYP. EXISTING 1, 2„ 15" EXISTING PAVEMENT PAVEMENT Z ° a d d ^2 CROSS SUPPORT �- ' a°00- CONCRETE BACKFILL ° CONCRETE BACKFILL ETHAFOAM 4292 ORd 1 - 2" SOFT SOIL �' d W14 X 90 MIN. GALVANIZED FINISH ELEV. OF CONCRETE ° 3/4" X 10" PARALLEL TO ROAD CROWN ' X,i� A. BOLT @ 24" O.C. #5 @ 12" O.C. E.W.. STAGGERED COMPACTED BASE' 12" CONCRETE FOOTING SECTION A -A SLOPEEXIT CROSS SUPPORT TO I SNWA FACILITY - �� ( I 2-W 14X90 BEAMS OPENING IN TORTOISE FENCE SET TO MATCH TO MATCH PAVEMENT WIDTH ROADWAY CROWN NOTE: �— ALL METAL SHOULD BE PLAN VIEW GALVANIZED PER SPEC 05500, PARAGRAPH 3.3 EXIT SLOPE 3:1 TACK WELD POLE TO I BEAM 2-W 14X90 BEAMS SET TO MATCH ROADWAY CROWN PERMANENT TORTOISE GUARD DETAIL NTS O NOTE: WORK CONTAINED WITHIN THESE PLANS /wA SHALL NOT COMMENCE UNTIL AN i�d�) TWO WORKING ENCROACHMENT PERMIT AND/OR A B�FtiiE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG ' .dans — - The pnvateengineer signnipMesepl�ns is iespohsible for assudngthe accuracy TOLL FREE 811 and acceptability of the hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER_ REVISIONS 4,11 NOT TO SCALE STANDARD "B" MONUMENT DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 903. NTS r© mm TYPE "E" MONUMENT (OPTIONAL) LOT LINE L&T L&T RNV LINE O TYPE "A0 OR "B" MONUMENT OF STREET O�gAl- CURB TYPE "E" MONUMENT -w* • f \ (OPTIONAL) • . 11 TYPE "E" MONUMENT Uj W (OPTIONAL) J J L&T L&T F_ O J 0', MONUMENTING STREET _INTERSECTIONS _WHERE CURB AND GUTTERS ARE INSTALLED TYPE "A" OR "B" (MONUMENT) . NOTES: L&T L&T RADIAL UNE E.C. ti 1. L & T SHOWN HEREON INDICATES LEAD AND IN - - -- - - - - -- ' •� + - TACK OR STEEL PIN MONUMENT SET DIST DIST CONCRETE CURB. 2. LEAD AND TAG OR STEEL PIN MONUMENT _z WITNESS TO PROPERTY CORNER MAY BE SET ("E" MONUMENT), IN LIEU OF SETTING FRONT LOr LOT CORNERS CD" MONUMENT). 4M� n TYPE "E" TYPE "D„ 3. THE P.I. OF THE CURVE CENTERLINE OF A MONUMENT ~ MONUMENT STREET MAY BE MONUMENTED IN LIEU OF E.C. , • r & B.C. IF THE P.I. FALLS WITHIN THE TRAVELED Jam. U m L Op WAY. IT SHALL BE REFERENCED WITH L & Ts �J2-' LlryF IN CURB. �4u 4. SEE MONUMENT SPECS 21 FOR TYPE "A, C, D, B v 41' & E" MONUMENT DESCRIPTION AND STD. 903 "B" FOR TYPE MONUMENT DRAWING. SEE L & T TYPE 'W OR "B" SPECS 21.07 FOR MONUMENT SCHEDULE. ti MONUMENT MONUMENTING LU LU L & T BEGINNING AND (5�dz ZOW ENDING OF CURVE. NOT TO SCALE STREET CENTERLINE MONUMENT DETAIL g COUNTY OF RIVERSIDE STANDARD DETAIL 901. 5,14 41 NTS SAWCUT V DIA. SMOOTH BAR 3/8" TYP. EXISTING 1, 2„ 15" EXISTING PAVEMENT PAVEMENT Z ° a d d ^2 CROSS SUPPORT �- ' a°00- CONCRETE BACKFILL ° CONCRETE BACKFILL ETHAFOAM 4292 ORd 1 - 2" SOFT SOIL �' d W14 X 90 MIN. GALVANIZED FINISH ELEV. OF CONCRETE ° 3/4" X 10" PARALLEL TO ROAD CROWN ' X,i� A. BOLT @ 24" O.C. #5 @ 12" O.C. E.W.. STAGGERED COMPACTED BASE' 12" CONCRETE FOOTING SECTION A -A SLOPEEXIT CROSS SUPPORT TO I SNWA FACILITY - �� ( I 2-W 14X90 BEAMS OPENING IN TORTOISE FENCE SET TO MATCH TO MATCH PAVEMENT WIDTH ROADWAY CROWN NOTE: �— ALL METAL SHOULD BE PLAN VIEW GALVANIZED PER SPEC 05500, PARAGRAPH 3.3 EXIT SLOPE 3:1 TACK WELD POLE TO I BEAM 2-W 14X90 BEAMS SET TO MATCH ROADWAY CROWN PERMANENT TORTOISE GUARD DETAIL NTS O NOTE: WORK CONTAINED WITHIN THESE PLANS /wA SHALL NOT COMMENCE UNTIL AN i�d�) TWO WORKING ENCROACHMENT PERMIT AND/OR A B�FtiiE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG ' .dans — - The pnvateengineer signnipMesepl�ns is iespohsible for assudngthe accuracy TOLL FREE 811 and acceptability of the hereon. In the event of discrepancies arising after A PUBLIC SERVICE BY county approval or during construction, the private engineer shall be responsible for MARK BY DATE UNDERGROUND SERVICE ALERT determining an acceptable solution and revising the plans for approval by the county. ENGINEER_ REVISIONS 4,11 NOT TO SCALE STANDARD "B" MONUMENT DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 903. NTS r© mm P.C.C. DIP SECTION DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 307. NTS 15,17 WHITE REFLECTIVE LETTERS ON INTERSTATE -A �( GREEN REFLECTIVE SHEETING BA / WHITE REFLECTIVE LETTERS ON INTERSTATE @ C GREEN REFLECTIVE SHEETING C U 03A. 2' SQUARE (MINIMUM 12 GAUGE), W SEE STANDARD B (ONE PIECE) SQUARE (MINIMUM 12 GAUOE), -- t NO. 1222.— TO 2' --B (ONE PIECE) IL f I SEE STANDARD a --No. 1222.o o } ..0 -SIDEWALKir o , -- SIDEWALK A - 5180 X 15' CADMIUM PLATED CARRIAGE BOLT b o o a @ • 14 GAUGE TOP AND CROSS SADDLE Of t a ANODIZED ALUMINUM __ o ° A -518° X 15' CADMIUM PLATED CARRIAGE BOLT ii -CONCRETE C -SIGN PLATES. (ANODIZED ALUMINUM s B -14 GAUGE TOP AND CROSS SADDLE OF (' COMPACTED o EXTRUSION OF 8083 TOR -4 ALLOY MATERIAL.) ? �._vY f o ANODIZED ALUMINUM -CONCRETE EARTH ---V (° D - CAST ANODIZED ALUMINUM POST WITHOR ° Ig C - SIGN PLATES. (ANODIZED ALUMINUM - o FOUR 318° ALLEN HEAD STAINLESS STEEL COMPACTED o EXTRUSION OF 8083 TA ALLOY MATERIAL) R a SET SCREWS. _ ; ; EARTH--" o- D- AS ANODIZED ALUMINUM POST WITH $ © FOUR 318" ALLEN HEAD STAINLESS STEEL I SQUARE 1Y ROUNDi a SET SCREWS. DIRT LOCATION � W4LK LOCATION € R - 1 o 24" DR .:_....__� SQUARE SIDEWALK LOCATION 51W HOLE DIRT LOCATION J 24° OR 30° w_ � 5/8° HOLE ` 3° LETTERS /a% CT _ i i € E 2° LETTERS I I I a, LL NOTE. I -� ,-a8' SIDEWALK w --j b-8' SIDEWALK WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURSED LSIGN S N LWATION : { LOCATION WIDTH GREATER THAN 40 FEET, STD 1220 1RAYLINE LI SHALL BE USED. TWO SIGN UNITS ARE REQUIR- LL LL NOTE: 3' � 1 a ED. THEY SHALL BE O N THE MAJOR STREET, 1 �8' SIDEWALK ry -& SIDEWALK ONE COMPLETE NAME SIGN UNIT IS REQUIRED AND ON OPPOSITE CORNERS SD THAT THEY SIGN SIGN _ AT EACH INTERSECTION WHEN PAVED WIDTHS S jE LK �, S EtAp" WILL BE ON THE FAR RIGHT44AAND SIDE OF THE LOCATION LOCATION OR CURBED WIDTHS OF ALL INTERSECTING INTERSECTION FOR THE TRAFFIC ON THE MAJOR RAN LINE RAN INE STREETS ARE 40 FEET OR LESS. AT INTER - 1 LtlaC,� STREET. AT °T° INTERSECTIONS, ONLY ONE_ SECTIONS WITH AN ULTIMATE PAVED WIDTH 1y MINOR STREET STREET NAME SIGN SHALL BE REQUIRED. S) y L K _ : ' Ili WALK OR CURBED MOTH GREATER THAN 40 FEET, INSIDE OF KNUCKLE INTERSECTION MORE THAN TWO STREET NAME SIGNS MAY USE STANDARD 1220. STD 1221 IS INTENDED BBE REQUIRED AT RE THAN FOUR LEGE ECTI N AWL INTERSECT- 3" Y g M FOR RESIDENTIAL STREETS WITHIN A TRACT. SIGN INSTALLATION DETAILS ING STREETS HAVE ULTIMATE PAVED OTHER TYPES OF INTERSECTIONS, uBE STD 1220, WIDTHS OR CURBED WIDTHS OF 40 FEET OR NQT TO SCALE LESS, AND THEY ARE NOT GENERAL PLAN INSIDE OF KNUCKLE INTER.` 9 •CTIO�I NOT TO SCALE ROADS, USE STANDARD 1221, SIGN INSTALLATION DETAILS R DATE COUNTY A No. 27943 O \ E.P. 3_31_18 O s CI V7� a`e STREET NAME SIGN DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1220 & 1221 The Holt Group, Inc. ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE. (760) 922-4658 PHONE : (760) 337-3883 PHONE: (760) 328-5280 FAX (760)922-.M (760) 337-5997 FAX (760)328-5281 M BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' PREPARED B ; / R.C.F. NQ. G/I343 DATE 08/10/16 SCALE: BLYTHE 11 SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 PPTAIL SFfF.F-T W.O. FILE NO. IP 160026 SHEET NO. BLS41 1_41OF 50 SHTS 13 y i O J 0U 3 OJ LL ra- a n v Y W U 2 Z ¢ m p W LU LU (5�dz ZOW Zv cow tl 2 0 OW O Q Z W W y' �,�ov w f— $ X Q U) 2'-6' MIN. - 0 0 Lj 7 z W Gt W o w - (n W r.... c0i � m $" w w OW ( Q ~ w 1 W p o U Z t- 0 Q w o w �wz - 0 F - <t Ww �gIx ► 01 Z w o (oa(n z O w O- �t� N z o x w F_ O L U W; a JIB' F- w d U w cap _ O In _ z U1 w Q w U Q m Q Q) WEL Oi (n S f- W Q J Upo �� fj)wzZ 1= �. U) rn w Cj V _ IW— U J U ¢ �<[ww F �I O, W a CL d J2'W (00-U)0) Z O z' � Z !Y w 0 O �, 0 w t- z U w J = Q C) �. U H W 1— z (O w j 2 1 C) UZF- :, _- W W w Oo (fldU)� v� V 0 ¢ q r U U U i [ f q dX xr Q I 1 DU ► ZN Q LLx O ¢Q� '. 2'-6" MIN UU J Ud Z ¢' Q� x Q O(0 W!, X I - OS2 r(Po DI FuZ QO Wx �m xFu 0 zF_ a W 4( T_ w F- 0 z': r P.C.C. DIP SECTION DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL 307. NTS 15,17 WHITE REFLECTIVE LETTERS ON INTERSTATE -A �( GREEN REFLECTIVE SHEETING BA / WHITE REFLECTIVE LETTERS ON INTERSTATE @ C GREEN REFLECTIVE SHEETING C U 03A. 2' SQUARE (MINIMUM 12 GAUGE), W SEE STANDARD B (ONE PIECE) SQUARE (MINIMUM 12 GAUOE), -- t NO. 1222.— TO 2' --B (ONE PIECE) IL f I SEE STANDARD a --No. 1222.o o } ..0 -SIDEWALKir o , -- SIDEWALK A - 5180 X 15' CADMIUM PLATED CARRIAGE BOLT b o o a @ • 14 GAUGE TOP AND CROSS SADDLE Of t a ANODIZED ALUMINUM __ o ° A -518° X 15' CADMIUM PLATED CARRIAGE BOLT ii -CONCRETE C -SIGN PLATES. (ANODIZED ALUMINUM s B -14 GAUGE TOP AND CROSS SADDLE OF (' COMPACTED o EXTRUSION OF 8083 TOR -4 ALLOY MATERIAL.) ? �._vY f o ANODIZED ALUMINUM -CONCRETE EARTH ---V (° D - CAST ANODIZED ALUMINUM POST WITHOR ° Ig C - SIGN PLATES. (ANODIZED ALUMINUM - o FOUR 318° ALLEN HEAD STAINLESS STEEL COMPACTED o EXTRUSION OF 8083 TA ALLOY MATERIAL) R a SET SCREWS. _ ; ; EARTH--" o- D- AS ANODIZED ALUMINUM POST WITH $ © FOUR 318" ALLEN HEAD STAINLESS STEEL I SQUARE 1Y ROUNDi a SET SCREWS. DIRT LOCATION � W4LK LOCATION € R - 1 o 24" DR .:_....__� SQUARE SIDEWALK LOCATION 51W HOLE DIRT LOCATION J 24° OR 30° w_ � 5/8° HOLE ` 3° LETTERS /a% CT _ i i € E 2° LETTERS I I I a, LL NOTE. I -� ,-a8' SIDEWALK w --j b-8' SIDEWALK WHEN ONE OF THE INTERSECTING ROADWAYS HAS AN ULTIMATE PAVED WIDTH OR CURSED LSIGN S N LWATION : { LOCATION WIDTH GREATER THAN 40 FEET, STD 1220 1RAYLINE LI SHALL BE USED. TWO SIGN UNITS ARE REQUIR- LL LL NOTE: 3' � 1 a ED. THEY SHALL BE O N THE MAJOR STREET, 1 �8' SIDEWALK ry -& SIDEWALK ONE COMPLETE NAME SIGN UNIT IS REQUIRED AND ON OPPOSITE CORNERS SD THAT THEY SIGN SIGN _ AT EACH INTERSECTION WHEN PAVED WIDTHS S jE LK �, S EtAp" WILL BE ON THE FAR RIGHT44AAND SIDE OF THE LOCATION LOCATION OR CURBED WIDTHS OF ALL INTERSECTING INTERSECTION FOR THE TRAFFIC ON THE MAJOR RAN LINE RAN INE STREETS ARE 40 FEET OR LESS. AT INTER - 1 LtlaC,� STREET. AT °T° INTERSECTIONS, ONLY ONE_ SECTIONS WITH AN ULTIMATE PAVED WIDTH 1y MINOR STREET STREET NAME SIGN SHALL BE REQUIRED. S) y L K _ : ' Ili WALK OR CURBED MOTH GREATER THAN 40 FEET, INSIDE OF KNUCKLE INTERSECTION MORE THAN TWO STREET NAME SIGNS MAY USE STANDARD 1220. STD 1221 IS INTENDED BBE REQUIRED AT RE THAN FOUR LEGE ECTI N AWL INTERSECT- 3" Y g M FOR RESIDENTIAL STREETS WITHIN A TRACT. SIGN INSTALLATION DETAILS ING STREETS HAVE ULTIMATE PAVED OTHER TYPES OF INTERSECTIONS, uBE STD 1220, WIDTHS OR CURBED WIDTHS OF 40 FEET OR NQT TO SCALE LESS, AND THEY ARE NOT GENERAL PLAN INSIDE OF KNUCKLE INTER.` 9 •CTIO�I NOT TO SCALE ROADS, USE STANDARD 1221, SIGN INSTALLATION DETAILS R DATE COUNTY A No. 27943 O \ E.P. 3_31_18 O s CI V7� a`e STREET NAME SIGN DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1220 & 1221 The Holt Group, Inc. ENGINEERING ` SURVEYING ` CONSTRUCTION MANAGEMENT' PLANNING 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITED BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE. (760) 922-4658 PHONE : (760) 337-3883 PHONE: (760) 328-5280 FAX (760)922-.M (760) 337-5997 FAX (760)328-5281 M BENCHMARK: SEE SHEET 3 SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' PREPARED B ; / R.C.F. NQ. G/I343 DATE 08/10/16 SCALE: BLYTHE 11 SOLAR PROJECT OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA CUP 03728 EA 42812 PPTAIL SFfF.F-T W.O. FILE NO. IP 160026 SHEET NO. BLS41 1_41OF 50 SHTS 13 y w w w z 0 z _w q. z O 0 RIVET LOCATIONS SEE NOTE 6 ON ti SHEET 2 OF 2 (12 CORE DRILL CONCRETE A aFCDW W,4 <` V 4 n O.4 y 4'. .:� 4, o a WA O O O I R UNIVERSAL HEAD DRIVE RIVET - 0.37Y /f±E62P7`l�9AL 'xIIV. SIGN POST A T SIGN FOOTING DETAIL COUNTY OF RIVERSIDE STANDARD DETAIL NO. 1222 & 1223 DIAL TWO WORKING LUBEFORE DAYS BEFORE YOU DIG YOU PIG TOLL FREE 811 A PUBLIC SERVICE BY z UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. KInTG c 1. SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, "TELESPARE." SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. 2. THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE 48" OR LESS. DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGTH OR WIDTH EXCEEDS 48". 3. THE 2 -PIECE ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2 1/4" SQUARE BY 30" (THROUGH SIDEWALK) OR 36" (THROUGH SOIL) ANCHOR WITH A 2 1/2" SQUARE BY 18" SLEEVE. ALL SLEEVES AND ANCHORS SHALL BE 12 GAUGE. 4. THE ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4" REMAINS ABOVE GROUND LEVEL. 5. ALL DIRT SHALL BE REMOVED FROM THE INSIDE TOP 6" MINIMUM OF THE ANCHOR ASSEMBLY TO ALLOW FOR THE INSTALLATION OF THE SIGN POST. 6. INSTALL 2" SQUARE SIGN POST MINIMUM 6" INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 3/8" DRIVE RIVETS AS SHOWN. THE RIVETS SHALL BE INSTALLED ON THE SIDE FACING THE TRAFFIC FLOW AND SIDE OF APPROACHING TRAFFIC AS SHOWN IN ORDER TO ACHIEVE THE MAXIMUM BREAK -AWAY EFFECT. 7. INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. 8. SEE STANDARD No.'s 815 AND 816 FOR PLACEMENT OF SIGN POST. 9. ALL ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THROUGH CONCRETE AND ASPHALT. 10. ALL SIGNS ATTACHED TO PERFORATED POSTS SHALL HAVE ZINC -COATED OR S.S. WASHERS BEHIND THE RIVET THAT ARE LARGER THAN THE HEAD OF THE RIVET. 11. ALL REGULATORY, WARNING, AND GUIDE SIGNS INSTALLED SHALL BE 0.080 INCHES IN THICKNESS. 12. ALL SIGNS 36" OR LARGER SHALL BE INSTALLED WITH BACK BRACES SPECIFICALLY DESIGNED FOR 2" SQUARE PERFORATED POSTS. (2" RISE) 13. IN SOME INSTANCES CONCRETE FOUNDATION MAY BE REQUIRED TO ENSURE PROPER STABILITY, THIS OPTION IS TO BE USED AT THE DISCRETION OF THE ENGINEER OR ONSITE INSPECTOR. The private engineer signing these plans is respInsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during omstruction, the private engineer shall be responsible for MARK BY DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER 45 REVISIONS SPEED LIMIT PER - COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT. INSTALL SIGN POST PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. CONCRETE FOOTING - PER COUNTY OF RIVERSIDE STANDARD DETAIL 1220 OR 1221. (SEE DETAIL H ON SHEET 42) nCONTRACTOR BENCHMARK: SEE SHEET 3 SHALL SPEEDZWITHTHE COORDINATE LIMIT OFOUNT OF RI VEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA�+CUP COUNTY OF 15 RIVERSIDE TRANSPORTATION DEPARTMENT 0 FOR THE 0 PLACEMENT THE 0 DESIGN SPEED 0 LIMIT REQUIRED 0 FOR THIS 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE 0 PROJECT. SIGN FOOTING DETAIL • .r • STANDARD DETAIL NO. 1222 & 1223 INSTALL ANCHOR PER COUNTY OF RIVERSIDE STANDARD DETAIL 1222. (SEE DETAIL H ON SHEET 42) 21-26-146 PREPARED B!I R.C.E. NO. 27943 _. DATE 08/10/16 SCALE: FOR: I W.O. COUNTY H: V: FILE NO. BENCHMARK: SEE SHEET 3 BLYTHE It SOLAR PROJECT IP 160626 SHEET NO: SS/ The HoIt Grou Inc. OFOUNT OF RI VEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA�+CUP t 03728 EA 42812 BLS -42 a ENGINEERING"SURVEYING'CONSTRUCTION MANAGEMENT'PLANNING SEE SHEET3FOR BENCHMARK DESCRIPTION DETAIL SHEET NO. 27943 m 201 E. HOBSONWAY 1601 N. IMPERIAL AVE. 70-225 HIGHWAY 111, SUITE 0 Exp. 3-31-18 BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE. CALIFORNIA 92270 PHONE: (760) 922-4658 PHONE ) PHONE (760 328-5280 (Iso 337-3893 ) EL= 391.57 O .� . FAX (760)922-4660 X. (760)337-5997 FAX (760)328-5281 A 42 OF rO SHl PREPARED B!I R.C.E. NO. 27943 _. DATE 08/10/16 SCALE: FOR: I W.O. COUNTY H: V: FILE NO. CA z 0 0 Ii BLYTHE II SOLAR ENERGY PROJECT SECONDARY ACCESS ROAD LIMITS OF CONSTRUCTION SECONDARY ACCESS ROAD SECONDARY ACCESS ROAD ROAD CLOSED R11-2 HOBSONWAY 500' NTS LIMITS OF CONSTRUCTION 500' NTS 0 Lu U) 0 0 LIMITS OF CONSTRUCTION y -1L741�1 ik 1. ROADWAY IMPROVEMENTS ALONG RIVERSIDE DRIVE SHALL ACCOMMODATE ACCESS TO LOCAL TRAFFIC AT ALL TIMES. 2. ROADWAY IMPROVEMENTS ALONG RIVERSIDE DRIVE FACILITY TO MAINTAIN CLOSURE ALONG RIVERSIDE DRIVE. 3. CONTRACTOR SHALL PROVIDE A TWO LANE ACCESSS ROAD TO THE PROJECT SITE AT ALL TIMES. CONTRACTOR SHALL PROVIDE ACCESS VIA THE PRIMARY OR SECONDARY ACCESS ROAD. 4. CONTRACTOR SHALL OBTAIN ALL THE PERMITS 1w 5. THE SPEED LIMIT ON ALL SITE ACCESS ROADS SHALL BE RESTRICTED TO 15 MPH DURING CONSTRUCTION, PER NOTE 5 ON SHEET EC2. TRAFFIC CONTROL LEGEND ITEM ITEM NO. DESCRIPTION ITEM 2. WARNING/REGULATORY SIGN F 3. WARNING LIGHT 4. WORK AREA L TRAFFIC CONTROL KEYNOTES < INSTALL TYPE III BARRICADE. O2 INSTALL WARNING/REGULATORY SIGN WITH WARNING LIGHT AS ILLUSTRATED ON THE PLAN. AIN THE INGRESS AND EGRESS OF THE RESIDENTIAL AND BUSINESS ACCESS AT ALL TIMES DURING THE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS RAMP(S) OR TRAVEL WAYS, IF NECESSARY. LIMITS OF CONSTRUCTION 03SO10 li 005 O3SO1O LIMITS OF CONSTRUCTION RIVERSIDE AVE F _� IIo �, GENERAL TRAFFIC CONTROL NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND CA MUTCD SUPPLEMENT UNLESS SPECIFIED OTHERWISE. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY THE COUNTY OF RIVERSIDE PUBLIC WORKS DEPARTMENT REPRESENTATIVE OR THE RESIDENT ENGINEER. THESE CHANGES MAY BE DONE IN THE FIELD. 3. TRAFFIC CONTROL DEVICES SHOWN ON PLANS ARE LOCATED APPROXIMATELY AND SHALL BE ADJUSTED AS REQUIRED TO MEET FIELD CONDITIONS. ALL SUCH CHANGES MADE DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF CA MUTCD, CA MUTCD SUPPLEMENT AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS. 4. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, 6. ALL SIGNS SHALL BE HIGH INTENSITY REFLECTIVE. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE. FLASHING LIGHTS ARE OPTIONAL. 7. THE INTENSITY AND DISTRIBUTION OF LIGHT FROM EACH ILLUMINATED SIGNAL LENS SHOULD CONFORM TO THE CURRENT "STANDARDS FOR VEHICLE TRAFFIC CONTROL SIGNAL HEADS" AND "TRAFFIC SIGNAL LAMPS" (SEE SECTION 1A.11 OF LATEST VERSION OF CA MUTCD). IF A SIGNAL INDICATION IS OPERATED IN THE FLASHING MODE FOR NIGHTTIME OPERATION AND THE SIGNAL INDICATION IS SO BRIGHT AS TO CAUSE EXCESSIVE GLARE, SOME FORM OF AUTOMATIC DIMMING SHOULD BE USED TO REDUCE THE BRILLIANCE OF THE SIGNAL INDICATION. 8. REFER TO THE LATEST REVISION OF CA MUTCD REGARDING THE NOTES FOR EACH TYPICAL APPLICATION CALLED OUT ON THIS PLAN. COUNTY n I BIZ 9. CONTRACTOR SHALL MEET ALL THE CONDITIONS LISTED IN THE ENCROACHMENT PERMIT ISSUED BY COUNTY OF RIVERSIDE AND THE CITY OF BLYTHE. 10. CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AT THE BEGINNING AND AT THE END OF EACH WORKING DAY TO ENSURE COMPLIANCE WITH THESE PLANS. 11. IF A PORTION OF THE CONSTRUCTION AREA MUST REMAIN OPEN AT THE END OF EACH WORK DAY, EACH EXPOSED SECTION MUST BE COMPLETELY FILLED WITH CLASS 2 BASE MATERIAL AND SURROUNDED WITH BARRICADES AND TAPE OR AS APPROVED BY THE CITY ENGINEER, 12. ALL ADJACENT BUSINESSES, RESIDENCES, SCHOOLS, AND CHURCHES SHALL BE DULY NOTIFIED BY THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATIONS. NOTICE SHALL BE DELIVERED AT LEAST TWO (2) WORKING WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCTION OF NOTIFICATION LETTERS. THE NOTIFICATION LETTERS SHALL BE WRITTEN IN ENGLISH AND SPANISH LANGUAGES. RE -NOTIFICATION WILL BE REQUIRED IF THE CONTRACTOR'S SCHEDULE IS ALTERED OR OTHER DELAYS OCCUR WHICH AFFECT THE PROJECT SCHEDULE. 13. CONTRACTOR SHALL COVER EXISTING TRAFFIC SIGNS, TRAFFIC SIGNALS, OR PEDESTRIAN SIGNAL INDICATIONS SHOULD SAID CONTROLS CONFLICT WITH TEMPORARY TRAFFIC CONTROL PLAN OR AS DIRECTED BY THE COUNTY OR CALTRANS. 14. CONTRACTOR SHALL REPLACE/REPAIR ANY AND ALL STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS, AND CURB PAINT DISRUPTED OR REMOVED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE COUNTY OR CALTRANS REPRESENTATIVE. 15. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS FLASHING YELLOW BEACONS, TYPE -13 SHALL BE USED ON ALL W20-3, W20-2, C-19, R11-2 SIGNS AND ON ALL TYPE -III AND TYPE -11 BARRICADES GUARDING THE WORK AREA OVERNIGHT. CLOSED ,\500 FT i W20-3 CLOSED C 19-R "LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) IS CA MUTCD 2014 REVISION 1** ***A COPY OF CA MUTCD 2092 CAN BE OBTAINED FROM "HTTP.//WWW. DOT. CA. GOVIHQ/TRAFFOPSIENGWEERINGIMUTCDICA_MUTCD209 4REV 1. HTM" - i 500' 1500' NTS T NTS v W i 1— �O M 200' 0' 200' 400' 60 -� ---�0� n o r -� < J - SCALE: 1"=200' 00 �� ti o 0 U 7 D o m p m� COUNTY n I BIZ 9. CONTRACTOR SHALL MEET ALL THE CONDITIONS LISTED IN THE ENCROACHMENT PERMIT ISSUED BY COUNTY OF RIVERSIDE AND THE CITY OF BLYTHE. 10. CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AT THE BEGINNING AND AT THE END OF EACH WORKING DAY TO ENSURE COMPLIANCE WITH THESE PLANS. 11. IF A PORTION OF THE CONSTRUCTION AREA MUST REMAIN OPEN AT THE END OF EACH WORK DAY, EACH EXPOSED SECTION MUST BE COMPLETELY FILLED WITH CLASS 2 BASE MATERIAL AND SURROUNDED WITH BARRICADES AND TAPE OR AS APPROVED BY THE CITY ENGINEER, 12. ALL ADJACENT BUSINESSES, RESIDENCES, SCHOOLS, AND CHURCHES SHALL BE DULY NOTIFIED BY THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATIONS. NOTICE SHALL BE DELIVERED AT LEAST TWO (2) WORKING WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCTION OF NOTIFICATION LETTERS. THE NOTIFICATION LETTERS SHALL BE WRITTEN IN ENGLISH AND SPANISH LANGUAGES. RE -NOTIFICATION WILL BE REQUIRED IF THE CONTRACTOR'S SCHEDULE IS ALTERED OR OTHER DELAYS OCCUR WHICH AFFECT THE PROJECT SCHEDULE. 13. CONTRACTOR SHALL COVER EXISTING TRAFFIC SIGNS, TRAFFIC SIGNALS, OR PEDESTRIAN SIGNAL INDICATIONS SHOULD SAID CONTROLS CONFLICT WITH TEMPORARY TRAFFIC CONTROL PLAN OR AS DIRECTED BY THE COUNTY OR CALTRANS. 14. CONTRACTOR SHALL REPLACE/REPAIR ANY AND ALL STRIPING, PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS, AND CURB PAINT DISRUPTED OR REMOVED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE COUNTY OR CALTRANS REPRESENTATIVE. 15. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS FLASHING YELLOW BEACONS, TYPE -13 SHALL BE USED ON ALL W20-3, W20-2, C-19, R11-2 SIGNS AND ON ALL TYPE -III AND TYPE -11 BARRICADES GUARDING THE WORK AREA OVERNIGHT. CLOSED ,\500 FT i W20-3 CLOSED C 19-R "LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) IS CA MUTCD 2014 REVISION 1** ***A COPY OF CA MUTCD 2092 CAN BE OBTAINED FROM "HTTP.//WWW. DOT. CA. GOVIHQ/TRAFFOPSIENGWEERINGIMUTCDICA_MUTCD209 4REV 1. HTM" 10. BASE MATERIALS 10.01 GENERAL: BASE MATERIAL TO BE USED IN CONSTRUCTION OF THE UPPER LAYERS OF THE ROADBED SHALL CONSIST OF THE FOLLOWING MATERIAL CLASSIFICATIONS FOR THE RESPECTIVE LAND DIVISION SCHEDULES. A. AGGREGATE BASE, CLASS 3 - SCHEDULE B, C, D, G & H LAND DIVISION B. AGGREGATE BASE, CLASS 2 - SCHEDULE A, E, & F LAND DIVISION C. LIME TREATED BASE D. CEMENT TREATED BASES NOTE: WHEN ROADS ARE ACCEPTED FOR MAINTENANCE BY THE COUNTY, THE AGGREGATE BASE SHALL BE CLASS 3 OR HIGHER. THE EXACT TYPE OF BASE MATERIAL TO BE USED ON THE WORK WILL BE SPECIFIED IN THE AGREEMENT AND SHOWN ON THE PLANS. 10.02 AGGREGATE BASE, CLASS 3: AGGREGATE BASE, CLASS 3 SHALL BE CLEAN AND FREE FROM ROOTS, VEGETABLE MATTER, AND OTHER DELETERIOUS SUBSTANCES, AND BE OF SUCH CHARACTER THAT WHEN WET IT WILL COMPACT TO FORM A FIRM STABLE BASE. THE MATERIAL SHALL BE OF SUCH SIZES THAT THE PERCENTAGE COMPOSITION BY WEIGHT OF MATERIAL SHALL CONFORM TO THE FOLLOWING GRADING AT THE TIME THE MATERIAL IS DEPOSITED ON THE ROADBED WHEN DETERMINED BY TEST METHOD NO. CALIF. 202. CLASS 3 PERCENTAGE SIEVE SIZE PASSING SIEVE 1 INCH 100 No. 4 60-95 No. 30 20-60 No. 200 03-15 THE MATERIAL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TEST RESISTANCE ("R" VALUE) TEST METHOD NO. CALIF. 301 CLASS 3 REQUIREMENTS 70 MIN. OR AS SPECIFIED SAND 217 30 MIN EQUIVALENT. 10.03 AGGREGATE BASE, CLASS 2: AGGREGATE BASE, CLASS 2 SHALL CONFORM TO THE PROVISIONS OF SECTION 26 OF THE 2010 CALTRANS STANDARD SPECIFICATIONS AND AS MODIFIED HEREIN. SECTION 26-1.028 CLASS 2 AGGREGATE BASE, SHALL INCLUDE THE FOLLOWING: AGGREGATE FOR CLASS 2 AGGREGATE BASE SHALL BE FREE FROM ORGANIC TTER AND OTHER DELETERIOUS MATTER, AND SHALL BE OF SUCH NATURE THAT IT N BE COMPACTED READILY UNDER WATERING AND ROLLING TO FORM A FIRM AND 4BLE BASE. AGGREGATE MAY CONSIST OF BROKEN AND CRUSHED ASPHALT NCRETE OR PORTLAND CEMENT CONCRETE AND MAY CONTAIN CRUSHED AGGREGATE SE OR OTHER ROCK MATERIALS. THE MATERIAL MAY CONTAIN NO MORE THAN 3 RCENT BRICK BY WEIGHT AS DETERMINED BY CALIFORNIA TEST METHOD 202 AS EDIFIED: BRICK MATERIAL RETAINED ON A NOA SIEVE SHALL BE IDENTIFIED VISUALLY D SEPARATED MANUALLY. BRICK QUANTIFICATION SHALL BE BASED ON TOTAL WEIGHT DRY SAMPLE. ALSO, MATERIAL RETAINED ON THE 4.75 MM (NO.4) SIEVE SHALL NTAIN NO MORE THAN 15 PERCENT OF PARTICLES (GRAVEL) THAT HAVE NO MORE AN ONE FRACTURED FACE. PROCESSED MISCELLANEOUS BASE SHALL NOT BE USED. THE QUALITY REQUIREMENTS CONTAINED IN SECTION 26-1.02A SHALL BE MODIFIED TO READ: THE QUALITY REQUIREMENTS Test Contract Compliance Resistance (R -value) Virgin Rock 78 Min. Crushed Miscellaneous 80 Min. Sand Equivalent 35 Min. Durability Index 35 Min. Percentage Wear MIN. 100 revolutions 15 Max. 500 revolutions 52 Max. I 11. ASPHALT CONCRETE 11.01 GENERAL: ASPHALT CONCRETE SHALL BE COMPOSED OF MINERAL AGGREGATE AND ASPHALT BINDER, MIXED IN A SUITABLE CENTRAL MIXING PLANT, AND PLACED ON THE ROADBED IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES, GRADES, AND DIMENSIONS SHOWN ON THE PLANS AND TYPICAL CROSS-SECTIONS. WHEN REQUIRED BY THE DIRECTOR OF TRANSPORTATION, THE SUBDIVIDER SHALL PROVIDE AN ASPHALT CONCRETE MIX DESIGN AS APPROPRIATE FOR THE DESIGNATED LOCATION, PREPARED UNDER THE DIRECTION OF AN ENGINEER REGISTERED IN THE STATE OF CALIFORNIA COMPETENT TO PERFORM THE WORK. ASPHALT CONCRETE SHALL BE PLACED ON THE PREPARED SUBGRADE OR BASE COURSE IN ONE OR MORE COURSES TO THE REQUIRED THICKNESSES, GRADES, AND CROSS-SECTIONS AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THE AGREEMENT. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO PAVING. IN ADVANCE OF SPREADING THE ASPHALT CONCRETE, A PRIME COAT OF LIQUID ASPHALT OR ASPHALTIC EMULSION SHALL BE APPLIED TO THE AREAS TO BE SURFACED IF SO INDICATED ON THE PLANS. PRIME COAT SHALL BE APPLIED TO ALL ROADBEDS TO RECEIVE SURFACING, WHICH HAVE A GRADIENT OF TEN PERCENT OR GREATER. 11.02 ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A AND THREE -QUARTER -INCH (3/4 -INCH) MAXIMUM GRADATION OF THE MINERAL AGGREGATE FOR ROADS CONFORMING TO THE PROVISIONS IN SECTION 39 OR THE 2010 CALTRANS STANDARD SPECIFICATIONS AND THESE SUBDIVISION IMPROVEMENT STANDARDS PAVING ASPHALT SHALL CONFORM TO THE PROVISIONS IN THIS SECTION, "ASPHALT." THE ASPHALT BINDER TO BE MIXED WITH AGGREGATE SHALL CONFORM TO THE PROVISIONS IN "ASPHALT," OF THESE SPECIAL PROVISIONS AND SHALL BE OF THE PERFORMANCE GRADE (PG) DESIGNATED BELOW OR AS DETERMINED BY THE ENGINEER. GRADE PG 70-10 (DESERT) THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE BETWEEN THREE PERCENT AND SEVEN PERCENT, BY WEIGHT, OF THE DRY MINERAL AGGREGATE. THE EXACT AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE WILL BE DETERMINED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL OR AS DETERMINED BY A SPECIAL MIX DESIGN. LIQUID ASPHALT FOR PRIME COAT SHALL CONFORM TO THE PROVISIONS IN SECTION 93, "LIQUID ASPHALTS," OF THE STANDARD SPECIFICATIONS AND SHALL BE GRADE PG 64-10 UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. ASPHALT EMULSION FOR PAINT BINDER (TACK COAT) SHALL CONFORM TO THE PROVISIONS IN SECTION 94, "ASPHALTIC EMULSIONS," OF THE STANDARD SPECIFICATIONS FOR THE RAPID -SETTING OR SLOW -SETTING TYPE AND SHALL BE GRADE PG 64-10. 11.03 PLACING ASPHALT CONCRETE: ASPHALT CONCRETE WILL NOT BE PERMITTED TO BE PLACED UPON UNSTABLE, YIELDING, OR WORKING SUBGRADE. IN ADDITION TO THE PROVISIONS IN SECTION 39-5.01, "SPREADING EQUIPMENT," OF THE STANDARD SPECIFICATIONS, ASPHALT PAVING EQUIPMENT SHALL BE EQUIPPED WITH AUTOMATIC SCREED CONTROLS AND A SENSING DEVICE OR DEVICES. WHEN PLACING ASPHALT CONCRETE TO THE LINES AND GRADES ESTABLISHED IN THE PLANS AND AS DIRECTED BY THE ENGINEER, THE AUTOMATIC CONTROLS SHALL CONTROL THE LONGITUDINAL GRADE AND TRANSVERSE SLOPE OF THE SCREED. GRADE AND SLOPE REFERENCES SHALL BE FURNISHED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR. SHOULD THE CONTRACTOR ELECT TO USE A SKI DEVICE, THE MINIMUM LENGTH OF THE SKI DEVICE SHALL BE 30 FT (9 M). THE SKI DEVICE SHALL BE A RIGID ONE PIECE UNIT AND THE ENTIRE LENGTH SHALL BE UTILIZED IN ACTIVATING THE SENSOR. WHEN PLACING THE INITIAL MAT OF ASPHALT CONCRETE ON EXISTING PAVEMENT, THE END OF THE SCREED NEAREST THE CENTERLINE SHALL BE CONTROLLED BY A SENSOR ACTIVATED BY A SKI DEVICE NOT LESS THAN 30 FT (9 M) LONG. THE END OF THE SCREED FARTHEST FROM CENTERLINE SHALL BE CONTROLLED BY AN AUTOMATIC TRANSVERSE SLOPE DEVICE SET TO REPRODUCE THE CROSS SLOPE DESIGNATED BY THE ENGINEER, BY A SENSOR ACTIVATED BY A SIMILAR SKI DEVICE OR AS DIRECTED BY THE ENGINEER. WHEN PAVING CONTIGUOUSLY WITH PREVIOUSLY PLACED MATS, THE END OF THE SCREED ADJACENT TO THE PREVIOUSLY PLACED MAT SHALL BE CONTROLLED BY A SENSOR THAT RESPONDS TO THE GRADE OF THE PREVIOUSLY PLACED MAT AND WILL REPRODUCE THE GRADE IN THE NEW MAT WITHIN A 3 MM TOLERANCE. THE END OF THE SCREED FARTHEST FROM THE PREVIOUSLY PLACED MAT SHALL BE CONTROLLED IN THE SAME WAY IT WAS CONTROLLED WHEN PLACING THE INITIAL MAT. SHOULD THE METHODS AND EQUIPMENT FURNISHED BY THE CONTRACTOR FAIL TO PRODUCE A LAYER OF ASPHALT CONCRETE CONFORMING TO THE PROVISIONS, INCLUDING STRAIGHTEDGE TOLERANCE, OF SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS OR ELSEWHERE IN THESE SPECIAL PROVISIONS, THE PAVING OPERATIONS SHALL BE DISCONTINUED AND THE CONTRACTOR SHALL MODIFY THE EQUIPMENT OR METHODS, OR FURNISH SUBSTITUTE EQUIPMENT. SHOULD THE AUTOMATIC SCREED CONTROLS FAIL TO OPERATE PROPERLY DURING A DAY'S WORK, THE CONTRACTOR MAY MANUALLY CONTROL THE SPREADING EQUIPMENT FOR THE REMAINDER OF THAT DAY. HOWEVER, THE EQUIPMENT SHALL BE CORRECTED OR REPLACED WITH ALTERNATIVE AUTOMATICALLY CONTROLLED EQUIPMENT CONFORMING TO THE PROVISIONS IN THIS SECTION BEFORE STARTING ANOTHER DAY'S WORK. IN LIEU OF THE TABLE OF SECTION 39-6.01, ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN THE NUMBER OF LAYERS AS OUTLINED IN THE TABLE BELOW: TOTAL THICKNESS SHOWN ON PLANS MINIMUM NO. OF LAYERS TOP LAYER THICKNESS NEXT LOWER LAYER THICKNESS ALL OTHER LOWER LAYER THICKNESS MIN. MAX. MIN. MAX. MIN. MAX. 0.23' OR LESS 1 - - - - SOLUBILITY, MINIMUM %a 0,24' THROUGH 0.44' 2 0.10' 0.21' 0.14' 0.23' - - 0.45' OR MORE 3 OR MORE 0.10' 0.20' 0.15' 0.23' 0.20' 0.23' ENGINEER COUNTY ASSOCIATED FOOTNOTES TO THIS TABLE SHALL BE REVISED AS FOLLOWS: A. NO CHANGE. B. DELETED. C. AT LEAST 4 LAYERS SHALL BE PLACED IF TOTAL THICKNESS 0.90 FT (270 MM). IN ADDITION TO THE STRAIGHTEDGE PROVISIONS IN SECTION 39-6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS, ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE SURFACE TOLERANCES SPECIFIED HEREIN. THE UPPERMOST LAYER OF ASPHALT CONCRETE SURFACING SHALL BE PROFILED IN THE PRESENCE OF THE ENGINEER USING A CALIFORNIA PROFILOGRAPH OR EQUIVALENT IN CONFORMANCE WITH CALIFORNIA TEST 526 AND AS SPECIFIED IN THESE SPECIAL PROVISIONS. THE CALIFORNIA PROFILOGRAPH OR EQUIVALENT WILL NOT BE REQUIRED FOR THE FOLLOWING AREAS OF THE PAVEMENT SURFACE BUT SHALL CONFORM TO THE STRAIGHTEDGE REQUIREMENTS IN SECTION 39 6.03, "COMPACTING," OF THE STANDARD SPECIFICATIONS: A. PAVEMENT WITH A TOTAL THICKNESS LESS THAN 0.24 FT (75 MM). B. PAVEMENT ON HORIZONTAL CURVES WITH A CENTERLINE CURVE RADIUS OF LESS THAN 1000 FT (300M) AND THE PAVEMENT WITHIN THE SUPERELEVATION TRANSITION ON THOSE CURVES. C. PAVEMENT PLACED IN A SINGLE LIFT WHEN REQUIRED BY THE SPECIAL PROVISIONS, D. PAVEMENT WITH EXTENSIVE GRADE OR CROSS SLOPE CORRECTION WHICH DOES NOT RECEIVE ADVANCE LEVELING OPERATIONS IN CONFORMANCE WITH THE PROVISIONS IN SECTION 39-6.02, "SPREADING," OF THE STANDARD SPECIFICATIONS. E. PAVEMENT FOR RAMPS AND CONNECTORS WITH STEEP GRADES AND HIGH RATES OF SUPERELEVATION, AS DETERMINED BY THE ENGINEER F. SHOULDERS AND MISCELLANEOUS AREAS. THE CONTRACTOR SHALL CONFORM TO CALIFORNIA TEST 526, EXCEPT A ZERO (NULL) BLANKING BAND SHALL BE USED FOR DETERMINING THE PROFILE INDEX. PRIOR TO BEGINNING PROFILES, THE PROFILOGRAPH SHALL BE CALIBRATED IN THE PRESENCE OF THE ENGINEER. TWO PROFILES SHALL BE OBTAINED WITHIN EACH TRAFFIC LANE, 3 FEET (ONE METER) FROM AND PARALLEL WITH THE EDGES OF THE LANE. PAVEMENTS PROFILED SHALL CONFORM TO THE FOLLOWING PROFILE INDEX REQUIREMENTS: A. PAVEMENT ON TANGENT ALIGNMENT AND PAVEMENT ON HORIZONTAL CURVES HAVING A CENTERLINE CURVE RADIUS OF 2000 FT (600 M) OR MORE SHALL HAVE A PROFILE INDEX OF 0.16 FT (48 MM) OR LESS FOR EACH 330 FT (100 M) SECTION PROFILED. B. PAVEMENT ON HORIZONTAL CURVES HAVING A CENTERLINE CURVE RADIUS OF 1000 FT (300 M) OR MORE BUT LESS THAN 2000 FT (600 M), INCLUDING THE PAVEMENT WITHIN THE SUPERELEVATION TRANSITION OF THESE CURVES, SHALL HAVE A PROFILE INDEX OF 0.32 FT (96 MM) OR LESS FOR EACH 330 FT (100 M) SECTION PROFILED. C. PAVEMENT WITHIN ANY 330 FT (100 M) SECTION, CONTAINING HIGH POINT AREAS WITH DEVIATIONS IN EXCESS OF 0.025 FT (7.5 MM) IN A LENGTH OF 25 FT (7.5 M) OR LESS, WHEN TESTED IN CONFORMANCE WITH THE REQUIREMENTS IN CALIFORNIA TEST 526, SHALL BE CORRECTED BY THE CONTRACTOR REGARDLESS OF THE PROFILE INDEX. THE CONTRACTOR SHALL COMPLETE INITIAL RUNS OF THE PROFILOGRAPH PRIOR TO OPENING THE PAVEMENT TO PUBLIC TRAFFIC. PROFILOGRAPH OPERATIONS SHALL BE IN CONFORMANCE WITH THE LANE CLOSURE REQUIREMENTS IN SECTION 6, "PUBLIC SAFETY" OF THESE SPECIFICATIONS. IF INITIAL PROFILES CANNOT BE MADE PRIOR TO OPENING THE PAVEMENT TO PUBLIC TRAFFIC, THE INITIAL RUNS OF THE PROFILOGRAPH SHALL BE MADE THE NEXT DAY THAT TRAFFIC CONTROL IS PERMITTED FOR THE AREA TO BE PROFILED, AREAS OF THE TOP SURFACE OF THE UPPERM( THAT DO NOT MEET THE SPECIFIED SURFACE T TOLERANCE BY ABRASIVE GRINDING. ABRASIVE INDIVIDUAL DEVIATIONS IN EXCESS OF 0.025 FT THE PAVEMENT TO BE WITHIN THE SPECIFIED T SUBJECTED TO ABRASIVE GRINDING SHALL RE( 0.025 FT (7.5 MM) WHICH CANNOT BE BROUGHT GRINDING SHALL BE CORRECTED BY EITHER (1; OVERLAY OF ASPHALT CONCRETE. THE CORRE SELECTED BY THE CONTRACTOR AND SHALL BI BEGINNING THE CORRECTIVE WORK. REPLACEI SPECIFIED TOLERANCES SHALL BE CORRECTEI CORRECTIVE WORK SHALL BE AT THE CONTRA( PROFILOGRAMS ON THE AREAS THAT HAVE RE( WORK UNTIL THE FINAL PROFILOGRAMS INDICA THE SPECIFIED TOLERANCE. WHEN ABRASIVE GRINDING IS USE ASPHALT CONCRETE SURFACING) ABRASIVE GRINDING SHALL BE PEI EACH LATERAL DIRECTION SO THA OFFSET FROM, AND PARALLEL WIT LONGITUDINAL DIRECTION SO THA PAVEMENT CENTERLINE, WITHIN A LAYER OF ASPHALT CONCRETE PAVEMENT RANGES SHALL BE BROUGHT WITHIN 5 MM), AND TO REDUCE THE PROFILE INDEX OF FRANCE. AREAS WHICH HAVE BEEN VE A SEAL COAT. DEVIATIONS IN EXCESS OF FO SPECIFIED TOLERANCE BY ABRASIVE =MOVAL AND REPLACEMENT OR (2) PLACING AN IVE METHOD FOR EACH AREA SHALL BE PPROVED BY THE ENGINEER PRIOR TO NT OR OVERLAY PAVEMENT NOT MEETING THE Y THE METHODS SPECIFIED ABOVE. )R'S EXPENSE. THE CONTRACTOR SHALL RUN VED ABRASIVE GRINDING OR CORRECTIVE THE PROFILE INDEX OF THE AREA IS WITHIN TO BRING THE TOP SURFACE OF THE LATERAL LIMITS OF GRIN , THE NEAREST LANE LINE OR SHALL UPPERMOST LAYER OF ANCES, ADDITIONAL HE AREA GROUND IN E AT A CONSTANT ENT EDGE, AND IN EACH -INES NORMAL TO THE BE NEAT ECEIVE A SEAL COAT THE ORIGINAL OF THE FINAL PROFILOGRAMS THAT INDICATE THE PAVEMENT SURFACE IS WITHIN THE PROFILE INDEX SPECIFIED SHALL BECOME THE PROPERTY OF THE STATE AND SHALL BE DELIVERED TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE CONTRACT. 11.04 UNDERGROUND INSTALLATION: ALL UNDERGROUND FACILITIES INCLUDING LATERALS, SHALL BE IN PLACE AND TESTED PRIOR TO PAVING THE STREET SECTION, INCLUDING, BUT NOT LIMITEE TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE, COMMUNICATIONS, CABLE TV, AND IRRIGATION. THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION FROM THE AFFECTED UTILITIES OF ACCEPTABLE TEST RESULTS PRIOR TO PROCEEDING WITH PAVING OPERATIONS. • ALL CRACKS SHALL BE CLEANED FOR THE ENTIRE CRACK DEPTH USING SANDBLASTING, BRUSHING, AND AIR BLOWING TECHNIQUES AS REQUIRED TO PROVIDE A CRACK FREE FROM ALL DEBRIS, DUST, LOOSE MATERIAL, AND MOISTURE, GAUGING OR PLOWING MAY BE REQUIRED TO REMOVE INCOMPRESSIBLE DEEP IN THE CRACK. • THE CLEAN CRACK SHALL BE FILLED WITH SEALANT, FROM THE BOTTOM UP TO SURFACE LEVEL, IN A MANNER WHICH DOES NOT RESULT IN SEALANT BRIDGING OR ENTRAPPED AIR POCKETS WITH DEEP CRACKS, SETTLEMENT OF SEALANT MAY OCCUR, THUS REQUIRING APPLICATION OF A SECOND LAYER OF SEALANT MATERIAL. FOR THE CRACKS WITH DEPRESSED SURFACE ON EACH SIDE OF THE CRACK SHALL BE OVER -FILLED BEYOND LEVEL WITH PAVEMENT SURFACE AND THEN SQUEEZED TO FILL IN DEPRESSED AREA NO MORE THAN 2" WIDE AND 1/16" THICK STRIP OF MATERIAL MAY BE APPLIED TO THE PAVEMENT SURFACE. • NO ASPHALT CONCRETE MATERIAL SHALL BE PLACED UNTIL CRACK SEAL MATERIAL HAS BEEN CURED, 11.05 SEAL COAT: A FOG SEAL COAT SHALL BE REQUIRED ON ALL ASPHALT CONCRETE SURFACES. AFTER FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING THE FOG SEAL COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11.06 ASPHALT: ASPHALT SHALL CONSIST OF REFINED PETROLEUM OR A MIXTURE OF REFINED LIQUID ASPHALT AND REFINED SOLID ASPHALT, PREPARED FROM CRUDE PETROLEUM. ASPHALT SHALL BE: A. FREE FROM RESIDUES CAUSED BY THE ARTIFICIAL DISTILLATION OF COAL, COAL TAR, OR PARAFFIN. B. FREE FROM WATER. C. HOMOGENEOUS, THE CONTRACTOR SHALL FURNISH ASPHALT IN CONFORMANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "CERTIFICATION PROGRAM FOR SUPPLIERS OF ASPHALT." THE DEPARTMENT MAINTAINS THE PROGRAM REQUIREMENTS, PROCEDURES, AND A LIST OF APPROVED SUPPLIERS AT: HTTP://WWW.DOT,CA.GOV/HQ/ESC/TRANSLAB/FPMCOC.HTM. THE CONTRACTOR SHALL ENSURE THE SAFE TRANSPORTATION, STORAGE, USE, AND DISPOSAL OF ASPHALT. THE CONTRACTOR SHALL PREVENT THE FORMATION OF CARBONIZED PARTICLES CAUSED BY OVERHEATING ASPHALT DURING MANUFACTURING OR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A SAMPLING DEVICE IN THE ASPHALT FEED LINE CONNECTING THE PLANT STORAGE TANKS TO THE ASPHALT WEIGHING SYSTEM OR SPRAY BAR THE SAMPLING DEVICE SHALL BE ACCESSIBLE BETWEEN 2.0 FT (600 MM) AND 2.5 FT (750 MM) ABOVE THE PLATFORM, THE CONTRACTOR SHALL PROVIDE A RECEPTACLE FOR FLUSHING THE SAMPLING DEVICE, THE SAMPLING DEVICE SHALL INCLUDE A VALVE: A. WITH A DIAMETER BETWEEN 10 MM AND 20 MM. B. MANUFACTURED IN A MANNER THAT A ONE -LITER SAMPLE MAY BE TAKEN SLOWLY AT ANY TIME DURING PLANT OPERATIONS. C. MAINTAINED IN GOOD CONDITION. THE CONTRACTOR SHALL REPLACE FAILED VALVES. IN THE PRESENCE OF THE ENGINEER, THE CONTRACTOR SHALL TAKE 2 ONE -LITER SAMPLES PER OPERATING DAY. THE CONTRACTOR SHALL PROVIDE ROUND FRICTION TOP CONTAINERS WITH ONE -LITER CAPACITY FOR STORING SAMPLES. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL HEAT AND APPLY ASPHALT IN CONFORMANCE WITH THE PROVISIONS IN SECTION 93, "LIQUID ASPHALTS." PAVING ASPHALT SHALL BE APPLIED AT A TEMPERATURE BETWEEN 250°F (120°C) AND 375°F (190°C). THE ENGINEER WILL DETERMINE THE EXACT TEMPERATURE OF PAVING ASPHALT. PERFORMANCE GRADE PAVING ASPHALT SHALL CONFORM TO THE TESTING REQUIREMENTS IN THE TABLE BELOW: PERFORMANCE GRADED ASPHALT BINDER PROPERTY AASHTO SPECIFICATION GRADE TEST METHOD PG 64-10 PG 64-16 PG 70-10 ORIGINAL BINDER FLASH POINT, MINIMUM°C T48 230 230 230 SOLUBILITY, MINIMUM %a T44 99 99 99 VISCOSITY AT 135 °C b MAXIMUM, Pa's T316 3.0 3.0 3.0 DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 64 64 70 MINIMUM G'/SIN(DELTA), KPa 1.00 1.00 1.00 RTFO TEST d T240 MASS LOSS, MAXIMUM, % 1.00 1.00 1.00 RTFO TEST AGED BINDER DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 64 64 70 MINIMUM W/SIN(DELTA), KPa 2,20 2.20 2.20 DUCTILITY AT 25 °C T51 MINIMUM G`SIN/(DELTA), KPa 75 75 75 PAVe AGING, R28 TEMPERATURE, OC 100 100 100 RTFO TEST AND PAV AGED BINDER DYNAMIC SHEAR, T315 TEST TEMP. AT 10 RAD/S, °C 31c 280 34c MINIMUM G`/SIN(DELTA), KPa 5000 5000 5000 CREEP STIFFNESS, T313 TEST TEMPERATURE, °C 0 -6 0 MAXIMUM M -VALUE 300 300 300 MINIMUM M -VALUE 0.300 0.300 0.300 NOTES: a. THE ENGINEER WILL WAIVE THIS SPECIFICATION IF THE SUPPLIER IS A QUALITY SUPPLIER AS DEFINED BY THE DEPARTMENT'S "CERTIFICATION PROGRAM FOR SUPPLIERS OF ASPHALT." b. THE ENGINEER WILL WAIVE THIS SPECIFICATION IF THE SUPPLIER CERTIFIES THE ASPHALT BINDER CAN BE ADEQUATELY PUMPED AND MIXED AT TEMPERATURES MEETING APPLICABLE SAFETY STANDARDS. c. TEST THE SAMPLE AT 3°C HIGHER IF IT FAILS AT THE SPECIFIED TEST TEMPERATURE. G*SIN(DELTA) SHALL REMAIN 5000 KPA MAXIMUM. d. "RTFO TEST" MEANS THE ASPHALTIC RESIDUE OBTAINED USING THE ROLLING THIN FILM OVEN TEST, AASHTO TEST METHOD T240 OR ASTM DESIGNATION: D 2827. e. "PAWMEANS PRESSURIZED AGING VESSEL. 4 11110111"w 01010 "w"1111111111111 — MATCHLINE STATION 3+00 FOR CONTINUATION SEE ABOVE RIGHT W U)M 00 , r LU W ch \, LL' - - - - - - - - - - - - - - - - i A 3, Wv. . CONSTRUCTION KEYNOTES O INSTALL 4 -INCH YELLOW DOUBLE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 21. O2 INSTALL 4 -INCH YELLOW STRIPE PER CALTRANS STANDARD PLAN A20A, DETAIL 1. O3 INSTALL NEW STOP LEGEND AND STOP LINE PER CALTRANS STAND PLAN A24D AND A24E (THERMOPLASTIC). INSTALL NEW 4 -INCH WHITE EDGELINES PER DETAIL 27B CALTRANS STANDARD PLAN A20B. INSTALL NEW STOP SIGN PER DETAIL E ON SHEET 41. INSTALL W8-3 PAVEMENT END SIGN PER DETAIL E ON SHEET 41. O INSTALL W3-1 STOP AHEAD SIGN PER DETAIL E ON SHEET 41. a INSTALL DOUBLE ARROW W1-7 SIGN PER DETAIL EON SHEET 41 ® INSTALL STOP AHEAD LEGEND PER CALTRANS STANDARD DETAIL A24D. 10 INSTALL NEW STREET NAME SIGN PER DETAIL G ON SHEET 41 AND H ON SHEET 42. GENERAL SIGNING AND STRIPING NOTES: 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 8. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 11. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF U_ RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. O J LU In w 12. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT Uj WERE SANDBLASTED. z O H D z H z O U it O U_ �— p EBEFORE TWO WORKING U u� - DAYS BEFORE U G YOU DIG TOLL FREE 81 p A PUBLIC SERVICE BY zUNDERGROUND SERVICE ALERT d i NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for MARK BY I DATE determining an acceptable solution and revising the plans for approval by the county. ENGINEER BENCHMARK: SEE SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE 11 SOLAR PROJECT IP 1600266 SHEET NO; OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA ��-4 CUP 03728 EA 42812 55 BUTCH AVF_NUF AND RIVERSIDE AVENUE SIGNAGE AND STRIPING PLAN 45 OF COUNTY FILE NO. %005 I -, P,..E3. �. ` G-1 8:TK T ftl N 27943 Z 0. (}, M Exp. 3-31-18 O The Holt Group, Inc. ENGINEERING - SURVEYING ` CONSTRUCTION MANAGEMENT - PLANNING 201E HOBSONWAY 70-225 HIGHWAY n i, SUITE D 1601 N . IMPERIAL AVE. BLYTHE, CA 92225 EL CENTRO, CA 92243 RANCHO MIRAGE, CALIFORNIA 92270 PHONE (760) 922.4658 PHONE: (760)'137-38a3 PHONE: (760) 328-5280 O FAX (760) 922-4660PAX p60) 328-5281 (760)337-5997 Srq�. Q V I L Q�\P € , APPR. DATE CA��F PREPARED BY: R.C.E. NO. REVISIONS COUNTY DATE BENCHMARK: SEE SEE SHEET 3 FOR BENCHMARK DESCRIPTION EL= 391.57' 08/10/16 SCALE: H: V: 40' 0' 40' 80' 120' SCALE: V=40' BLYTHE 11 SOLAR PROJECT IP 1600266 SHEET NO; OFF -SITE -IMPROVEMENT PLANS IN THE COUNTY OF RIVERSIDE, CALIFORNIA ��-4 CUP 03728 EA 42812 55 BUTCH AVF_NUF AND RIVERSIDE AVENUE SIGNAGE AND STRIPING PLAN 45 OF COUNTY FILE NO. %005 I -, 0 0 z 0 0) W z J S V F a -01 40' 0' 40' 80' 120' 7t_ - SCALE: 1"=40' 30' 0' 30' 60' 90' SCALE: 1"=30' 0 ol 40'c0 0 SCALE: V=40' CONSTRUCTION KEYNOTES O1 INSTALL 4 -INCH YELLOW DOUBLE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 21. O INSTALL 4 -INCH THERMOPLASTIC YELLOW STRIPE PER CALTRANS STANDARD PLAN A20A, DETAIL 1. 03 INSTALL NEW STOP LEGEND AND STOP LINE PER CALTRANS STAND PLAN A24D AND A24E (THERMOPLASTIC). ® INSTALL NEW 4 -INCH WHITE EDGELINES PER DETAIL 27B CALTRANS STANDARD PLAN A20B. O INSTALL NEW STOP SIGN PER DETAIL E ON SHEET 41. 60 INSTALL W8-3 PAVEMENT END SIGN PER DETAIL E ON SHEET 41. O7 INSTALL W3-1 STOP AHEAD SIGN PER DETAIL E ON SHEET 41 AND THERMOPLASTIC STOP AHEAD LEGEND. INSTALL DOUBLE ARROW W1-7 SIGN PER DETAIL E ON SHEET 41. �9 INSTALL STOP AHEAD LEGEND PER CALTRANS STANDARD DETAIL A24D. 10 INSTALL NEW STREET NAME SIGN PER DETAIL G ON SHEET 41 AND H ON SHEET 42. 40' 0' 40' 80' 120' SCALE: 1"=40' 11 INSTALL NEW SPEED LIMIT SIGN PER DETAIL I ON SHEET 42. 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