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933bb_gr � �twa��n- .e..ueb.rx.��,ss�+-..vauw�F....•..,,. „a;;�.�awac w�"'-'`.:' e..-<,.<u'�,m._x..-:-�..... .�,�..„aW, v COUNTY OF RIVERSIDE COIN r GRADW n►o� W W WAY]4 l I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GRADING CODE OF THE COUNTY OF BORROW SITE PLAN I. ALL GRADING SWILL CONFORM M THE UNIFORM BUILDING a CITY I&MEr [ TO RIVERSIDE AND ANY SPECIAL SITE OF THE PERMIT. A COPY OF THE GRADING CODE SHALT. COOE/CHAPTER N, AS AMENDED BY ORDINANCE NO. 457. > B£ RETAINED ON THE JOB SITE WHILE WORK /S IN PROGRESS 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING TH£ CWNTY BUILDING AND SAFETY u ENGINEER/NC DEPARMENt. APRE-GRADING MEfffNG ON THE SITE IS REOU/RED BEFORE START OF TW /� /y/�/�///rrr��� 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED /N THE GRADING WITH THE FOLLOWING PEOPLE PRESENT.• OWNER, GRADING CONTRACTOR, DESIGN CML £NGMEER, ' Ff/J( -T _ 1892 FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SOILS ENGINEER, GEDLOGIST, COUNTY INSPECTOR AND WHEN REOUIRED, THE MCHAEOLOCI57 AND B E/-'�V V VV 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE IXPWN£D AT TH15 MEETING. \ M n M n M T7 OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL 3. AN APPF'OVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE WHILE WORK !S \\ A.Fx wry-r.o•oro Ip I I w0N° - SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO IN PROGRESS .vx wr-re-Pw ux wr-rem ux wr-rem Ll. r- + ADJACENT PROPERTIESAD 4. Tarr\ x /a _ 4, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED (2:1) IXCEP7 WHERE SPECIFlI:ALLY APPROVED OTHERWISE - METHODS. PATTON A 5. &TSE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95 PERCENT REUPIVE + M'E M11 COMPACTION. MAXIMUM D£NSRY SHALL BE DETERMh la INED BY UNIFORM BUILDING CODE STANDARD NO. ED AND FIELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND ,a A IS 70-2 OR APPRPOOVED EQUIVALENT: . AS DELETERIOUS MATERIAL. CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER Y F 6. AREAS TO RECEIVE FILLH LL SHALL BE PROPERLY PREPARED AND APPROVED IN WRITING BY THE I ( - - SOILS ENGINEER AND THE CITYS INSPECTOR PRIOR TO PLACING FILL. 6. MAXIMUM CUT.AND FILL SLOPE - 2:1, EXCEPT DEBRIS BASIN 7. FILLS SHALL BE BENCHED INTO COMPETENT MATERIA.. I (MAX, 1.5;1) B. ALL EXISTING FlLLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED PRIOR TO PLACING ADDITIONAL FlLLS, 7, STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST 9. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE kr t auHr ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY AND APPROVED BY THE COUNTY INSPECTOR AND SOILS ENGINEER. TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OF TEMECULA \ M�+ OVER 5' HIGH. ���p 10. STOCKEXCAVATION.PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE COUNTY INSPECTOR PRIOR TO �� V I' My 1rm ( ��/V�/'1! EXCAVATION. P9 rx ianw 11. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE M K M 4 B. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP GRADING TRE CODE i, OF ALL FILL SLOPES OV'R 5' HIGH. N.T.S. \ TT'I THOMAS BROS. MAP 2002 PG. 569, B7 /2. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING D THE ENGINEERING t ux wr_r»-mn �z ��� i 9. PROVIDE A BROW DITCH, DESIGNED TO CONVEY THE IOOYR STORM GEOLOGIST TO DETERMINE IFHAZARDS ANY SLOPE STABILITY PROBLEMS EXISTS. SHOULD ENGINEERING FLOW, ALONG THE TOP OF SLOPES AS DESIGNATED BY THE ROUGH DISCLOSE ANY GEOLOGICAL RECOMMENDED OR POTENTIAL GEOLOGICAL HAZARDS THE ENGINEERING GRADING PLAN. �E�� •� GEOLOG7ST SHALL SUBMIT RECOMMENDED TREATMENT TO THE COUNTY ENGINEER FOR APPROVAL I 13. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY - 'a"' t_'�'� \ L l707M BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER SHALL SUBMIT I: \\ ' 70. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE _ DESIGN, LOCATIONS AND CALCULATIONS TO THE COUNTY ENGINEER PRIOR 70 CONSTRUCiION.THE �_ IX /F CUT OR FTI:. IS LESS THAN 10', 2R OF THE CUT OR FILL IS 1, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION `/ GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES DEEP AND BE CONSTRUCTED A MINIMUM 2' FROM THE TOP OF CUT OR DAMAGE OPERATIONS,EXISTING FACILITIES RESUL77NG DIRECTLY OR OR NOT SUCH FACILITIES ARE SHOWN CON FROM UPON COMPLETION. _ I -- FILL SLOPES. 2. THE CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST AND TEMPORARY 14. WHEN CUT PADS ARE BROUGHT TO NEAR CK DE.OR THE ENGINEERING GEOLOGIST AND SOILS ENGORT. Ei. IA ' k \� if. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES DRAINAGE CONTROL DURING OPERATIONS. ALL TOPS OF SLOPES SHALL BE SHALL DETERMINE IF THE EXPOSED BEDROCK OR SOIL IS SUITABLE FOR FOUNDATION Sr//PFORT. BERMED TO PREVENT WATER FROM OVERTOPPING DURING CONSTRUCTION, IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, ACOMPACTED - i I I \ SHALL BE PERMITTED." THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE EROSION FILL BLANKET WILL BE PLACED. OE i .vx wr-rm-m+ ` AND POLLUTION CONTROL REQUIREMENTS AS REQUIRED BY THE STATE WATER I arx wrnm-m+ - 12. ALL IX/STING DRAINAGE COURSES ON THE PRD/ECT SITE MUST RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT, AND THE 15. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY THE OWNER REPORT AND MAP UPON COMPLETION AL THE ROUGH GRADING. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE OF THE SITE. 16. THE COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL METHOD THE TYPE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3. A PERMIT SHALL BE OBTAJNED FROM THE COUNTY OF RIVERSIDE PUBLIC OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIPED WITH THE METHOD A I I WORKS DEPARTMENT PRIOR '0 ANY ENCROACHMENT OR CONSTRUCTION OBTAINING THE EA H PLACE DENSITY, WHETHER SMD CONE TE NUCLEAR GAUGE AND SHALL BE T mcvo 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS WITHIN COUNTY OF RIVERSIDE EASEMENT OR RIGHT-OF-WAY. NOTED FOR EACH TESL SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL TE PERFORMED TO I i \ ux wr-r VERIFY THE ACCURACY OF THE MAXIMUM OOLOGY CURVES USED BY THE FIELD TECHNICIAN. ux m-r r AT NOT LESS THAN 1/2- PER FOOT FOR A MINIMUM OF 3'. 4, TRANSPORTATION DEPARTMENT PERMIT IS REQUIRE) FOR ANY WORK WITHIN 77. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS _ TRACT BOUNDARY \ THE COUNTY ROAD RIGHT OF WAY OR FOR USE OF COUNTY MAINTAINED �� 4w-°d8' T4. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL ROADS BY OVERLOAD EQUIPMENT. AND BE AVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFY COMPLIANCE WITH THE PUNS, - ,ranrm >mcr HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO SPECIFICATIONS, SOILS REPORT AND THE CODE WITHIN THEIR PURVIEW - - YA<wT - -�- VAuxr PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE 5. THE GRADING INSPECTOR IS TO BE CONTACTED TO SCHEDULE A SITE 1B. THE CML ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE WITH THE MO1^T WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. PREGRADING MEETING 48 HOURS PRIOR TO START OF GRADING. PUNS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN THEIR ux...-m.cw ' ..'x.w.oam I ux 4wm.�m 6. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND PURVIEW 15. EROSION CONTROL ALL GRADED SLOPES SHALL BE PUNTED WITH CONTRACTOR SHALL OBTAIN INSPECTION BEFORE CONSTRUCTION. 19. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL. WMX IAC ROCEA ICE PUNT AT 12" ON CENTER OR ANOTHER APPROVED GROUND 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 20. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE NYL/GA IYIl1i- COVER. SLOPE OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS 21. THE LOCATION AND PROTECTION OF ALL UTILITIES 15 THE RESPONSIBILITY OF THE PERMITTEE. 1"=400 COVER SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 22. COUNTY APPROVED COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT /0' ON A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 1S NOT TO PROTECT ADJOINING g1 CENTERS; TREES 20' ON CENTER: COMBINATIONS, 15' ON CENTER. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTI7ES SHALL BE CONSIDERED NG PROPERTIES RRTIES DURING GRADING.MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED NOTM .Sr i SLOPES OVER 4' /N VERTICAL HEIGM SHALL HAVE PERMANENT AS INCLUDED IN THE OTHER :TFMS OF WORK. TH1: ESTIMATED QUANTITY FOR �•a EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PUNS SHALL BE 23. ANY EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLJANCE WITH THE / GSL=GRADE SETBACK LINE IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER DEVICES CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE UNIFORM PLUMBING CODE, TO THE APPROViU. OF THE SOILS ENGINEER AND THE COUNTY 35. EROSION CONTROL DEVICES SWILL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE U.P.C., CHAPTER 10. QUANTITIES WHICH CAN BE DETERMINED BY COMPJTATIGNS, BASED ON THE DEPARTMENT OF BUILDING AND SAFETY. COUNTY INSPECTOR. FG=FINISH GRADE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, DIMENSIONS WILL EQUAL 24. PRIOR TO FINAL APPROVAL, THE CIVIL ENGINEER SHALL CERTIFY TO THE COUNT' THE AMOUNT OF 36. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PUCE AT THE END OF EACH WORKING TC=TOP OF CURB 16. ALL GRADING SHALL BE DONE i�� CONFORMANCE WITH THE ES77MATED QUANTITIES. EARTH MOVED DURING THE GRADING OPERATION, DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. FL=FLOW LINE RECOMMENDATION OF THE PRELIMINARY SOILS INVESTIGATION BY 25, THE PERMITTEE SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS WHEN AN EXCESS OF 5S. COUNTY APPROVAL OF PUNS GOES NOT RELIEVE THE CONTRACTOR FROM , BASINSFS=FINISH SURFACE 000 37. AFTER A RAINSTORM ALI. SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND LEIGMON AND ASSOCIATES, INC. DATED DECEMBER 16, 2003. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED CUBIC YARDS OF EARTH IS TRANSPORTED 70 OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 26. COBBLES 2' TO 12- SHALL BE STOCKPILED AND UTILIZED /N ALL SIGNIFICANT FLOW PATHS GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE (XX.XX)=EXISTING ELEVATION SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 38. AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE SHALL BE DIRECTED TOWARD OESILTING INCLUDE FOUNCAT70N DESIGN RECOMMENDATIONS AND CERTIFICATION 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD TO SEAL THE FINE SEDIMENT AND REDUCE LONG TERM EROSION FACILITIES. _�_ SLOPES THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE "REE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. S; T, SHALL BE CLEANED 27. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED B'i 39. THE PERMR7EE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. UPON REQUEST OF THE INSPECTOR. THE COUNTY'S INSPECTOR. PRECAUTIONS TO PREVENT PUBLIC TiSSPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED A3 HOURS PRIOR 70 26. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE APPROVED GRADING HAZARDOUS CONDITION, 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE EXCAVATION. PROVIDED FOR YOUR CONVENIENCE au7E THE FOLLOWING: THE UNDERSIGNED CML ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT PLACED. IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM PUN PR/OR TO FINAL APPROVAL. 40. THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. NATURAL SOIL FOR FULL SUPPORT. PREPAR477ON SHALL BE APPROVED 29. PRELIMINARY SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY THE BY A Su/TABLY QUALIFIED AND REGISTERED SOILS ENGINEER PRIOR TO ENGINEERING DEPARTMENT ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. �� PLACEMENT OF FILL MATERIAL. A. SEWER AND WATER D. ELECTRIC 30. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES SIGNATURE EASTERN MUNICIPAL WATER DISTRICT SOUTHERN CALIFORNIA EDISON COMPA•N' PE HANDLE STORM WATER ARE APPROVED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE /8. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF (909) N MUNICIPAL N,. HALL E HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS (909) 928-8270 PATTERNS. �y� M�ITD� �p� BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION S. GAS E. PHONE gmgm5py31. GRADING OPERATIONS INLLUDuVG MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN NOTK:E Tiff VVI�lr1MCTOM REPORT FOR ALL FILLS OVER 1' DEEP. SOUTHERN CALIFORNIA GAS COMPANY GENERAL TELEPHONE COMPANY OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF IN8.00 P.M. AND 6:00 AM. DAILY, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOP ALL FILLS 1-800- 227-2600 1-800-227-2600 ASSUMES NO LMBILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE GREATER THAN 1 FOOT. E STORM WATErc PCLLU7M7 32. THE PERMITTEE SHALL GIVE REASONABLE NOTICE H THE OWNER OF ADJOINING LANDS AND CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFIING ALL URL/TY AND IRRIGATION COMPANIES PRIOR 7O WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, C. CABLE N PREVENTION PUN BUILDINGS PRIOR A BEGINNING EXCAVATION WHICH MAY AFFECT THE LITERAL AND SUBJACENT WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE 20. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE BUILDING AND SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH T.C.I. (909) 699-0020 MR. ERIN WARMINGTON EXCAVATION AND WHEN THE EXCAVATION WILL COMMENCE THE ADJOINING OWNER SHALL BE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT O (949) 640-2704 ALLOWED AT LE. IF 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT (U.VALID PHONE 1G UNDERGROUND TWO 2 WORKING DAYS PRIOR TO GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLM' PRIOR TO HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY UW. DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID I SPECIFIC UNDERGROUND RK D ES UNLESS THE APPLICANT ISSUANCE E, THE BUILDING PERMIT. NOFCERTIFICATIONFI SHALL BE TO THE 11. EARTHWORK QUANTITIES MAY VARY BASED UPON VARIOUS FACTORS HAS AN INQUIRY IDENTIFICATION PPR NUMBER ISSONLY BY U.S.A. THE ESTIMATED QUANTITY T FOR EACH SPEC/FIC REM OF THE WORK DESIGNATED ON THE PLANS LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. INCLUDING SHRINKAGE, SUBSIDENCE, AND OTHER ✓ARIABLES. THUS, 33. IN CASE OF EMERGENCY CALL BENTLY KERR (949) 475-4110. SHALL BE CONSIDERED AS APPROXIMATE ONLY IND NO GUARANTEE 15 MAGE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON BORROW EXCAVATION OR STOCKPILING MAY BE NE CESSAPY IN THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER 21. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SOME LOCATIONS IN ORDER TO "BALANCE- THE ECE. ANY BORROW OR 34. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL IL MADE AVAILABLE A7 ALL TIMES DURING ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SRAU MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC STOCKPILE AREAS SHALL BE APPROVED THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT E BY THE OWNER AND�OR CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN QUANTITIES BEFORE SUBMITTING A BID. ANY REM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN UNDERSIGNED CIVIL ENGINEER PRIOR TO INITIATINE SUCH WORK. IS IMMINENT. ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 12, AERIAL TOPOGRAPHY PROVIDED BY BERRYMAN ANL) HENIGAR ADJACENT GROUND SURFACF-0; REQUIRED. THE ACTUAL DISTANCE R/Ty RI, ABOVE THE ADJACENT GROUND SHALL BE GIVEN. =A�p�EE,,/��� pyo p�,w py 56' 22. THE CONTRACTOR S.NALL NOTIFY THE DISTRICT BUILDING SAFETY EABI F�FnyFt/� WM17/V7/ DEPARTMENT AT LEAST 24 HOURS /N ADVANCE REQUESTING FINISH LOT id GRADE AND DRAINAGE INSPECTION. THE INSPECTION MUST BE CUT(CY) .:ILL(Cy y) 1 1 LOT. PRIOR TO THE BUILDING PERMIT FINAL INSPECTION FOR EACH RAW 327,000 0 'I g OWNER: FUT. FINISH 23. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO 1);V�Ra @ASIS OF BEARINGS. BLUESTONE COMMUNITIES I -I-- SURFACE 1 1.5' I DAYS BEFORE YOU DIG AT 1-800-227-2600. 4100 NEWPORT PUCE, SUITE 730 ✓? DIAL TWO WORKING THE BASIS OF BEARINGS IS INE CENTERLINE OF NEWPORT BEACH, CA 92660 --- ---��� BEFORE SMAP NO. 9427 ON F-E BOOK 4Z PAGE 76,COTT ROAD TAKEN AS N99'52'501v PER PARCEL 1:1 SLOPEX Issued by Addendum No. 2 DAYS BEFORE YOU DIG YOU DIG RECORDS OF RIVERSIDE COUNTY CALIFORNIA. SOIL ENGINEER: PROPOSED GRADE ROUGH GRADE TOLL FREE T-800-227-2600 LEIGHTON & ASSOCIATES, INC. Vp1�w/ p/�/y��/�p�f1C p�A���� SHEET 1 TITLE SHEET Norfs: Newport Road A8-0785 41715 ENTERPRISE CIRCLE N. SUITE 103 TYPICAL RO"CNIA IG Of�M $ A PUBLIC SERVICE BY TEMECULA, CA 92590 DETAIL FOR INTERIOR STREETS SHEETS 2-5 BORROW SITE PUNS 1) SEE GEOTECHNICAL REPORT FOR SOILS RESPONSE FACTORS v _ UNDERGROUND SERVICE ALERT N.T.S. SHEETS 6-9 EROSION CONTROL PUNS AND GEOTECHNICAL RECOMMENDATIONS. NOTE: I IRA-Br7rv¢a WORK CONTAINEO WITHIN MESE PLANS SKILL NOT COMMENCE UNRL AN ,MCRDAdaIENT PERMIT 0 $fESSy f L i�CASC eENCHE SOVT TRACT NO. 31892 BGR Xk'XXXX C AHD/OR A GRADWC PERMIT WLS BEEN mum O '�' AT ME SOUTHWEST CORNER OF ME INIFRSECTK)N OF 4, 0.CU LEON ROTO AND OWE AVENUE, 74 FEET SOUTH OF SHEET N0. Vy4• , ME CENR'RUNE OF OLIVE AVENUE M FEE!WEST DF COUNTY OF RIVERSIDE a ME PRIVATE FNGINEER SqN W THESE PLANS 5 = E N C,1 N E E RI N G THE CEWERUNE OF LEON ROAD, 112 FEET OF 9J]SOUTH lM UTA SURE 300 COL POWER PoU5FI W 7679& 3 FEET NORTH OF A FENCE' RESPONSIBLE FOR ASSUMING M£ACCURACY AND ¢ ,n W a..M �.,W ACCEPTABILITY OF ME DES" THEREON. Ni ME N0.C04I9B3 S ION U 92724 CORNER POST TOA 7 FEET F6GH Aw8 111TtE FENCE �w I���N9./ EVENT OF DISCREPANCIES ARISING AFTER COUNTY EXP. 3/7L04 PR (909) IBJ-0101 /'vv/1+\•fS7'FdM11 FAT'(909) %67-DINT AN AWT`MAI I * SET ON TOP OF CONCRETEERCISM ^ APPROVAL GI WRING CONE REMSIOR ME POST STAMPED. 'RMERSIDE CWNtt BEICIMKRK M-11 PLM OC-6-SHEET: PRIMATEDVTRII ENGINEER SHALL BE RESPONSIBLE FOR PREPARED BY. CHRA D. CUMMM5 RGE N0.X41991 RESET 1962-• 777'3 E WET FILE NO. 3 DEVISI JG THE AN ACCEPTABLE SOLUTION ARD '�•/j CNL EXP. DATE QT-J1-04IDE SSE{i WET RE1151NG INE PLANTS FOR APPROVAL BY THE ENLYN�RDA� R E V 1 5 1 0 N S �ry EDF GL DATE EIEVARIVEAT f44iLM'DESF'NVGDIQY DATE 11-1982 FOR: W.O. COUNTY P sour:AS I BLUESTONE COMMUNITIES g 33-t3� y: 1i%� ti.• _ i .: ,^ � ';,-."` : , . . y yp a . :':s ,x`. a <�.. .—,<,. , ,' xi. b. � '. t. � .._, S. t m... t xt' v e. .,v.. w .!k' • ''4-<^. ,. a.. e < .:,3 .3r,? 5e...^,. , .+t_.. ,.,— 1 �.. f ..,_<. . "3 .. u. f. •. � ,... 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THE PRNONSI EN NM SIGNING ACC PLANS N g��s 4 ��` ENGINEERING THE CENTMINE n E N o°FF�a"Ro c J,i FW °F COUNTY OF RIVERSIDE ACCEPT$ID{E PON A.W.DMIG THE ACCURACY AND b ` w c FOIf((fE of L E J FEE'!NORM OF A FENCE ACCE OF DIS'OF 7N£0 ARI1 THEREON. OWNIIY IN THE °' CORNER POSF TO A J FEET IRClI ORB MIRE FENCE APPROVAL CONSTRuvM�TH W EXP,3/3 U z PH. MR 70.7-0101 SOOF 3W COL", G r2SE4 2 *, ) FAX(rorj 711-0100 M/ALMCNUM OW SET ON TOP OF A CONCRETE pp �� j PWATE a'��'L OE RERPOA51Btf FOA P017 STAI(PEO, 7PhERSWE COUNTY OENCHfY.RR N-if - --' O �� OIL6 SNEE t OLTERIWONG AN ACCEPTABLE Sq.VfX)N AND `IT CN6 +1T PREPARED 6R CM6 D. CUYYg5 RGE N0._y]yyj. RESET 1P0Y' APPR a �fFOF l 0P• GTL DJ-41-01 FILE N0. REWSPIG ii#PIANS FOR APPROVAL BI THE yyryf gy G� 1 f WUNl1: ENvWiEER R E V I S t O N S COIRiI). M7E: -1110.6S' MMI920 GTE 11-19SzFGR 581LE Po a' M N/A BLUESTONE COMMUNITIES w.G. COUIm iyE N0. g 33- 31' ;uN f \.. �-.`."i','�y `N k� MOM,, \a . ',\°.»`-,ti �\ Y u 3 , „ c - �"' .t`.x c. ! h" 'fi 3.•.(4 'G .,.'fy�H`Y !` .. -X3 ^±_ \� '91.��Y F�.tC s1 �>e�„ � �s • ...^i f ' '. *;��,-��.-w. :, ,"r`�5 w, ice', .,. ys, � •K-<�,v:, `R��r.L�.: �.: \` �'�• .. £ � t>—>wwa:, f.;. � s 1 sem,f 4 I / � ell _ M7 FG V v rte} - 18 9C � 11 �A&� v v i A16.0_--- _ �-/ - - _ FG . / 1 ECCONCRETE TERRACE DRAIN SECTION 'B"—"B' N.T.S. ` \\\�\ \•� \ - \\\\\ \ `SGL - _ _-_ PA FG sEcnaN c 330. N.T.S. lk �— \�ti 12"MIN. S. CONCRETE TERRACE DRAIN �� �� 12 P/1 \J\ \\\\\\ - - ♦ , �� % \� �x 'J� �.,�\� \moi _\\\ ' y \ \.; 4 R 12" MIN-7 Ap v� vAA v �— �A �� FENI VA\ A v� v`— AAAA�� CONCRETE �� \ �� 6 E CNG R VA A\���A \� -\� Aw �A A vA` v A V y./�. v vA \� y' TERRACE DRAIN 6- 3' S^ AAA: i A r:�VAA��A .A,AA,�A v ��� V�A ♦� ./ti, i��/ %� ANGULAR A'A`•` A "�A ti >�AA -V�� } it�" I ��'�. %/ i j� / frG7 �� A A CONCRETE DITCH ��:� �....... \' A� \ A SAA � -.ti v ti-� v ���}�V �� V A v .v— ,/, \ y l ��i ��•,�//� > /v`..� t v v � EXIST. GROG, � _ '+F AA'\• A V A t' / i � IAD SECTION .4 — .4 \ URI N.T.S. WOWORKING BEFORE CRAPINC SME DAYS BEFOREYOUDIGYOU DIG �{�_ -x_°_10 TOLL FREE 1-800-227-2600 Fme 1-a A PUBLIC SERVICE BY NOTE UNDERGROUND SERVICE ALERT Issued by Addendum No. 2 C„ C r Newport Road A8.0785 ANO/DR A DRADRE; PEREM({KS 6EF]V SSUED S 0.0 Y�Y A E I ACAS t.A AT 1 r SOUrnV sr`oRNL"°r TNe',nD,,EC,.ar TR4CT NO. 31892 BOR XXXXX.K Eng SWAM T MEn PUNAS �� F W RDAD ANo O E A� 3, 3 F * COUNTY OF RIVERSIDE SHEET N0. TRE CEMERIME OF OEMUVN AVpNJE J3 fEET NEST Di R "NR"�T"MF0 "E " AW R ENG 1 N E E RI IV G ME CDMXM R E of LEON ROAD, 112 FEET of V,Vff OPS ARKM�W�IRW M CG11983 x 07 MM N1 IATA WM SW CMTDI{ d 92324 7o MER POLE/1970300 3 FEET NORM OF A FENCE 3 COR" POST M A E FEET MOH FARO CR APPRm OR m s CONSMUCic 71E ENP. S/31/01 PR (000) 703-0101 SET M TOP OF A CONmE CRETEAN ACCBMAKE . W d7i 0y I�1 PRnaTE EM7lhEER SHALL BE SOLD N A FOR FAX(909) 703-0100 AN A1ewpRT DSC FENCE w O G. rLfYrSHEETS RENSE/9 TTg P THE IdIUT '1T,F CNE. PREREPA011D am-�3CNRS A CUMANS RCfzuE M. aT%1 RESE! i>q2' �A��COUNTY BpYC{NVRK M-rf OF—!-- c01RIrc. Erm�r REVISIONS �OFCI`Af°`� ffmtzoE CMWTY DEMMT) k M-1f FILE NO. DAZE: VAUTNM-144&05' N=192P L14TE fi-1082 FOR; SANE,H: Ao n N/A BCUES'ONE COMMUNITIES wo. co , FRE ND i33-613 _ �. . .,:, .,. .. }IAN i5 try r z } G'. J F $ { I ...., my ... .: ..,"<.... .. -_.. .- .a— x w ...... ...... �- - XV. e ..'`max ,. \ ._ � ..... .. ._ l- .:; .., -.. ..,._.. _•<.. `. :-r 1 , ,... ..,-. .> _ 'C 3 Q 3?d. . -F�.xw�, .+n .•a->.....,.. >,`m�.,.,vr:, r � -(,w+;'F� F ,=:�S-.,ry :,., r s. ,,. ,',>;t.�t �x z � 4 L ) ¢ 3 nrWi ov5rs. RH FACE ; s0seB C0I1REoL FAEMC -03 Rt W CENTER CUM FACE Fp _m_ _______ / IMTIVELLWIERNL WA 25 ft A SECTION A-A W)MC AMD erwnwLArur 1 tzs rt AM= SPtl1WAY� �SNU.wAY B MEM CONTROL CWPIER FABRIC lYPr :u t i GR 0E1 W DET "yabl SECTION B-B �xsPEcnvE 100" SECTIONS OF SCT FENCE PDSs B { TEMPORARY 5MWG T BA2 1 1 BLL N.T.S. SILT EENCE DET II A@ INTERVALS PER 1 1 INTEWA R-20 GRAVEL SPACLNG UIC a rc ¢ RB h i y m lECURER i � m LL I I AGCREG/TE r(/ � INtERABL PER GRA SPACING CONFORM ATM SMODTH, EVEN TE TAPER AT ALL EBCFs ��( TYPICAI STREET GRAS:RAGGIN DET R a SPACING OF ROWS OF CRAVELHAGS AGGREGATE SLOP OF STREET UNPAVED STREET 10% OR MORE FILTER FABRIC 9.9R TO BOR 7.9R TO 6.0% 7 5.9% TO 4.0R ip 3.9R TO 1.0R 1.OR OR LESS ONLY IF EROSION IS PREVALENT ORIGINN. TRADE SECRON STABILIZED CONS7RUG710N EN7RACE/r`-TT �*Au^ NOTYPICAL GRAVELRAG DETAu_F NPAVED c7REc7(Sl TE, NOTE STRAWSALES MAY BE USED V AGGREGATE SIZE VARIES BASED UPON SITE IN PLACE OF GRAVEL BAGS AGGREG4TNEOINOMOST INSTANCES.U�F SOIL IS HIGH IN CLAY CONTENT, LARGE AGGREGATE (UP TO 67 MAY BE NECESSARY TO PREVENT 11QTE' AGGREGATE FROM BEING TRACKED OFF-SITE 1, WATER POLLUTION CONTROL MANAGER SHALL APPROVE LOCATIONS OF GRAVEL SAGS ON ALL LOCAL STREETS WHICH ARE OPEN TO PUBLIC TRAFFIC--SILT SACKS MAY BE USED IN PLACE OF GRAVEL BAGS IF TRAFFIC SAFETY BECOMES A CONCERN. LAV"'x'+111 CONSTRUGTjDN NOTES: lW DIAL TWO WORKING OO INSTALL .TEMPORARY DRIVE OVER SEDIMENT TRAP IN PROPOSED STREET SECTIONS PER DETAIL HEREON. BEFORE DAYS BEFORE © INSTALL STASIUZED CONSTRUCTION ENTRANCE/EXIT WITH 2 INCH AGGREGATE PER CASOA BMP TC-1 AND DETAIL HEREON. YOU DIG YOU DIG 0 APPLY TEMPORARY SOIL STAB:UZER OR PERMANENT EROSION CONTROL TO ALL 2:1 SLOPES GREATER THAN 10 FEET IN LENGTH PER CASOA BMP £C-3, EC-4, EC-5 OR EC-7. GRAPHIC SCALE AO' O TDO b�Op• TOLL FREE 1-800-227-2600 4 INSTALL TEMPORARY SEDIMENT BARRIER AT THE TOE OF 2:1 SLOPES GREATER THAN 10 FEET IN LENGTH PER CASOA BMP SE-1 AND DETAIL HEREON. _ _ _ UNDERGROUND SERVCESALERT 0 INSTALL GRAVEL &1C "CHEVRONS" IN STREET SECTIONS AND PARKWAYS PER DETAIL HEREON. ISSU@d by AfltlefidilfH NO. 2 .„ 1-4W NOTE c r Newport Road A8.0785 TORI COAIAFNE,T~ O PO THESE PLANS SHALL gOFESS A E I ACAS�A TRACT NO. 31892 BGR XXXXXX NOT COMMENCE UHRL AN ENCRaafwdT P£RYR B NAfARK. SHEET NO. D.C �! 1 THE ANTI O CORNER OF THE ET SO rpIQV OF AND/�REW�OWA PERMT H� Q R e� f �RaD AND Cf OLIVE AV 34 �3WR �` COUNTY OF RIVERSIDE 1" `N" ;y Z TW C04BUM/E GF LEA£ROMT. 1 2 FEET WEST OF RIE PRNATE ENGINEERASS MI N T THESE F'ACY AND IS S' v c ENGINEERING R+E GENrERIMdE a LEON Rao, n2 FEET of ACCEPTABRRY pF THE OESId/ TNERE� THE • 16 [041983 Dal mVTN YM IATA, SNlE 300 COLTOM a 02324 PoMEn PDtE1IW7&YE J FEET NORTH of A FENCE 4 LVEfIT OF DISCREPANCIES ARISING AFTER CWNIY ¢ OO'. 3/3V01 PH (WO) 705-0101 CORNER POST TO A SC ET ON FEET OP OF A BARB E FENCE, ��C/ y����� rW\ of 6 PWATE ENGINEER SNLL BE�RESPONSIBLEE FEW �' T FAIT(WY) TOS-0TQO �� RVERSWE CWND'BE CONCRETE, M-II —"--"-"" CONTWL SHEETS OEM%IMNG AN ACCEPTABLE SOicURON,1N0 J} CNA. �$ PREPARED BY:CHIS D. Cl#MOVS RCE NO.�jMSj_ RESET 1982'. REBANS FOR APPROVK BY 7FlE MMR BY art APPR. arE 4rFOF[Alfa" E%P, aTE: oS-Jt-04 RTrER510E a1MF1Y DESIGNATION: M-n FILE NO. OIu1,me E V I S I D N S y MTE: a&AWN-f44e.s3' MWIP20 XTE 11-1902 FDR: wo. srvE:x:40' r. N/A FEF NO. 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