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HomeMy WebLinkAbout904-1 GRADING ('NOTES 1. ALL.WDRX SHALL 6E DOVE IN ACCORDA,'NCE 11,17H THE CITY OF LAKE ELSRJORf MUNICIPAL CODE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST ED/770N OF THE UNIFORM BUSINESS CODE,CHAPTER J3. ! trs' ; -• 2. A PERMIT SHALL 6£OBTAINEDOPERA77 FR0.41 THE ENGINEERING DEPARIA!ENT CITY OF LAKE fL5/1+'ORE,PRIOR 70 ANY Or'EP,A7/0'L J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTFY ALL UPUrY COMPANIES AND P='� 1 r , j ' 7 Il �� ---- USA.ALERT 1-800-422-4133 48 HOURS PRIOR TO GRADING L/V 1 ff / ��(j/)//��7 )_ ,L/ 1( ) =� ��.3 I �, ��r/�! � %/ •� // (�,1 III\���,. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF B£GINNNG GRAD,710 OPERANO,VS 5. DUST SHALL BE CONTROLLED BY WA7ERIV'G OR 07HfR METHODS APPROVED BY TNf CITY NGINEER CO� ET Y a 1 _7z_r\1 F ✓�1!l�l.y_L�!"✓c) \✓r1'Ll�y� {\..s'IL'\'.1��r L-i• 74 \ \., ' 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 V ER77CAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. PARCEL 239 1Ati ER-L -IAP 1 9/� g1 ,51 7_59, •o C'7. � �� D PILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO f VERTICAL,UNLESS S •9�.�f �0 OTHERNIS APPROVED,AND SHALL BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN M ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF KITH THE `r 15 Z 90.'.RELATIVE CO3VPAC77ON OUT TO THE RNISHED SURFACE. SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EX/SDNG FAC/LIVES RESUL77N'G D/RECRY OR IND/RfcRY FROM HIS OPERA770NS WHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90R DENSITY AS D£TERMWED BY THE LEGEND •vy, Z MOD/RED THREE LAYER A.S.TM.D-1557-70 TEST AlfTH00, N. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PR/OR LEGI/. DESCRIPTION C TO ROUGH GRADE APPROVAL C '� y4 4 0� E 9. RLL AREAS SHALL BE CLEANED OF ALL VEGETA7701✓AND DEBRIS SCARIFIED,AND T Ir PARCEL 23 OF PARCEL MAP 21297 IN THE CITY OF LAKE ELSNORE,COUNTY III'+-'. 4Py y 3 co ASPHALTIC CONCRETE(AC)PAV_A LIT INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS IESTI'JC AGENCY PRIOR TO THE 35. APPROXIMATE DATE OF., OF RlVERSD$STATE OF CALIFORNIA;BEING IN LOT 10 IN BLOCK'A'OF PLACING OF RLL. BEGINNING OPERATION.•APR✓L JO,,2005 SU59AIS'011 OF ELSNO,RE AS SHOWY BY MAP RECORDED/,,I BOOK 8 PAGE 9 �` Fr �`� I 07 COMPLfRON.•SEP7EMBfR JO,,2005 377 OF MAPS SAID OEGO COUNTY RECORDS n 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO RLL SHALL BE PLACED UNTIL � BUILDING FOOTPRINT ti PREPARA77ON OF GROUND IS APPROVED BY 7HE SOILS ENGINEER. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WIN A MAXIMUM DIMENSION GREATER THAN 3'WILL 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN BE PLACED IN nCLS WITHIN ROADBED AREAS OR J'OF KNISH GRADES UNLESS THE LOCA77ON, ADDRESS R/,VF.S�EE•T MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. PORRAND CONCRETE CEMENT(P.C.C) e 1/2'PER FOOT FOR MINIMUM OF J; THEN fn(MINIMUM)TO FLOVd1NE OF EARTH SWAG£. __ PARCEL 2J MINTHORN STREET p CITY OF LAKE ELSIORE,, CALIFORNIA915JO O RY T 12 M/NIMUA!BUILDING PAD AND DRAINAGE Sf%ALE SLOPE SHALL BE 1R/F CUT OF nLL SLOPE BE THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECl/ON _ -„ STA BEFORE APPROVAL LANDSCAPING IS LESS THAN 10;AND?%IF CUT OR nL1/5 GREATER THAN 10: DRAINAGE SWALfS SHALL ASSESSOR'S PARCEL NO. BE A MIN°,41UM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FRO,V THE TOP OF CUT OF J8. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE `------ nLL SCOPES BUILDING DEPARTMENT. PROPERTY LINE (E) AC = ASPHAL77C CONCRETE 377-151-045-0 Q = CENIER LINE U PROVIDE 5'W'DE BY 1'HIGH BERM OR EQUIVALENT ALONG 7HE TOP OF ALL FILL SLOPES J9. THIS SITE HAS OBTAINED A NA77ONAL POLLU77ON PREVENDON£LIMINA77OV SYSTEM(NMES) EX/S77NG ITEMS CF = CURB FACE VICIATITYMAP OVER 5'HIGH. PERMIT 70 REGUCA7E MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES OF = DEEPENED F0O77NG 01I iNER: fX1SNG CON70UR 0.is. NPDfS WP/D/• 8J3CJ32486 DAIS PERMIT ISSUED:FFBRUARY f7.2005 fP = EDGE PAVEA!ENT ADVANCED l,'JVEsn.!ENTS,LLC 14. PROVIDE A BROW DITCH,DE5,19,02 TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP 1 o0 FINISH CONTOUR FG = FINISH GRADE 4741 EAST HUNTER AVENUE,SUIT C OF CUT SLOPES (100.0)G EXISNG GROUND FL = FLOW LINE ANAHELVO, CA 92307 15 NO OBS7RUC77ON OF FLOOD PLAINS OR NATURAL HATER COURSES SHALL BE PERMITTED. -moo o 0 DAYLIGHT LINE FS = FINISH SURFACE ]EL.(714)961-8375 PLOW LINE CB = GRADE BREAK CO UCT PERSON:BARNEY BISHOP CONS TR UCT10s-J ATOTP(): QTY 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PAVING NOTES HP = HIGH PDIIT PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDA77ON REQUIREMENTS(SUBDIVISIONS) SLOPE: CUT/FILL /NV = INVERT >. Ol CONSTRUCT 4'AC OVER 6'CLASS M'AGGREGATE BASE 27,804 SF. AND EXPANSIVE CHARACTERIS77CS OF THE SOIL. c UE 1 EEO!CR/:1 PPL/C 1/1'T Q MINIMUM PARK/NC LOT GRADE SHALL B, lti aza £X/SIINC WALL P/L =PROPERTY LI,_ O2 CONSTRUCT 3'AC OVER 4`CLASS!I AGGREGATE BASE 10,771 SF.RD = ROOF DRAIN ADVANCED PAESTA!ENIS LLC R GRADING SOILS/CAPON BY THE DBE UP£RS CIA ENGINEER AND A RNAL COA!PACT/ON 2) MINIMUM GRADE FOR R/BdON DRAINS SHALL BE 0.35% �,±-.---•-*-r;�� PROPOSED RETAINING WALL 4741 EAST HUNTER AVENUE,SUITE C 3 CONSTRUCT 6'CURB ONLY PER COUNTY OF RIVERSIDE STD.204, TYPE D". 1,210 1F. REPORT EN A SOILS PTO I ISSUANCE SHALL BE BUILDING PED TO THE BUILDING AND ENGINEERING RC = RIGHT-OF-W;V Y O 3 AN APPROVED SOIL STERILIZER SHALL B£USED ON ALL SUBGRADE SURFACES (PER SEPARATE PERMIT) A!!AN 1M, CA 91807 DEPARIAlENTS PRIOR TO ISSUANCE OF BU/CDI,VC PERMITS ) IC = TOP CURB 7R.(714)961-8375 O CONSTRUCT 6'P.C.C.SLAB OVER 6'CLASS l!AGGREGATE BASE 800 SF. C3 PRIOR TO PLACEMENT OF PAVING. PROPOSED GARDEN/SCREEN IVALL TG = TOP OF GRADE O D 18 THE SOILS ENGINEERING INVESTIGATION DA7ED JULY 16,2004 PREPARED BY CONSTRUCTON (PER SEPARATE PfRA!1T) CONTACT PERSON:BARNEY BISHOP 5 CONSTRUCT 6'CURB&GUTTER PER COUNTY OF RIVERSIDE STD.200, 140 LF, 7ES77NG&ENGINEERING,INC AND THE ENGINEERING GEOLOGIC INVES77GA77ON DAISO,IDLY 16, 4) ASPHAL77C EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN 7P = TOP OF PAVEATNT 2004 PREPARED BY CONSTRUCTION 7ES77NG&ENGINEERING,INC,SHALL BE CONSIDERED A -`-G-O-`-E- UNDERGROUND GAS LIVE TYPE DAYS FOLLOW7NC PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED TSW= TOP OF STEM;;ALL PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED KITH. AT A RATE OF 0.05 GALLONS PER SQUARE YARD,ASPHALT EMULSION SHALL -'-`-'-'-T- OVERHEAD TELEPHONE LINE T{y = TOP VV:1LL EART1111OR/i ESTMI1TES O6 CONSTRUCT V GUTTER PER DETA^_0;✓SHEET C3 521 LF. CONFORM TO SEC77ON J7,J9 AND 94 OF THE STATE STANDARD SP£C/F/CATON. -'-'-'-'-'- UNDERGROUND SERER LINE V = VAULT CUT FILL 0 Z 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CfR77FICAT01l -.-.-w-w-"- UNDERGROUND f%AIER LINE 7 CONSTRUCT HANDICAP RAMP PER A.D.A.REGUIRfA!f1JTS&COUNTY 1,750 SF. e 5) THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY LS = LANDSCAPED 1,500 CY 6,000 CY OF RIVERSIDE STANDARD YELLN STR,PJIJG C OF BUILDING PAD£LfVATON. NHfRf SPECIFIC ECfVATONS ARE REQUIRED, THE ELEVATG,N ( ) � �� ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WTH/N W (WITH RESPECT N MEAN SERA LEVEL)SHALL BE GIVEN. lF AN CEREVATONABOVE WITH RESPECT TO 8 INSTALL HANDICAP S/G!!PER.7RLr✓. FLAN 3 fA. ADJACENT GROUND SURFACE/S REQUIRED, THE ACTUAL D/STANCE ABOVE THE ADJACENT 1H£RIGHT-OF-WAY. 4,500 CY IMPORT m GROUND SHALL BE GIVEN. 6) TWO SPEC/AL INSPfCl/ON5 ARE REWIRED BY THE BUILDING AND SAFETY ABOVE RGURES DO NOT INCLUDE SHRINKAGE,SUBSIDENCE,, O9 PAINT 4'WOE NO PARKING SiniP;LNG(YELLOW STRIP47G) 1 LOT 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED/N THE FIELD PRIOR TO DEPARTMENT.ONE INSP£CTON AT THE TAT7H£BASE/S PLACED AND THE OVER EXCAVATION,AND fXCAVA7/0N FOR FOOlINCS 10 PAINT HANDICAP STRIPING AND S)A'dOL PER A.D.A.REQUIREMENTS AND DETAIL HEREON 3 EA D COMMENCEMENT OF ANY CONSTRUCTON/GRADING SECOND WHEN THE A.C. OR CONCRETE HAS BEEN PLACED. NOTE: 1)THE PERMI/TIEE SHALL APPLY TO THE RIVERSIDE COUNTY TRANSPORTA77ON DEPARTMENT FOR AN 11 PAINT 4'WOE RH/IE PARKING SiniPf(TRAFFIC-BEARI,VC) 1 LOT 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF ME PROPOSED ENCROACHMENT PERMIT FOR ALL WORK f317H/N THE COUNTY R/GHT-OF-WA Y. 21. STABILITY CALCULA77ONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A WORK AREA,AND THE RELOCA77ON AND COST OF ALL EXISNG U77LI77ES l? CONSTRUCT P.C.C.DRIVEWAY PER COUNTY OF RIVERSIDE STD.NO. 207 2 EA SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SCOPES THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF 2)TWO SPEC/AL INSPEC7791S ARE REQUIRED FOR PARKING COT PAVING. ONE AFTER PARKING LOT TOPOGRAP111' OVER JO'IN VERT7CAL HEIGHT CONSTRUCTION AT(909)955-1800. SUBGRADE HAS BEEN GRADED AND COMPACTED,AND THE SECOND AFTER THE CONCRETE HAS BEEN SAIYCUT DEMOLISH AND REMOVE.rX15771NC CONC CURB&CUl1fR PLACED. PRIOR TO REOUES77NO THE FIRST/NSPECTON, THE PERMITTEE SHALL SUBMIT A TOPOGRAPHC SURVEY PERFORMED BY 13 CONSTRUCT 6'P.C.C. SIDEIVALK PER COUNTY OF RIVERSIDE STD. 400, 401&403 3,132 SF. 22. A FINAL COMPAC77ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT 8) A COMPACRON REPORT BY THE SOILS ENGINEER SHALL CERI7FY 95X COMPACTON REPORT FROM THE SOILS ENGINEER, CER77FrNG THE SUBGRADE HAS BEEN COMPACTED JAI CHRIS77E SURVEIINC 10 AT LEAST 90R OF MAXIMUM DENSITY, THE PERM/T7EE SHALL ALSO SUBMIT CER77RCA PO'J FROM4 CONSTRUCT 4'P.C.C. SDEI1A K i:7TH 4 X 4'I;£LDED WIRE MESH REINF. 0.04 J40 SF. CDMPACTON Of BASE FOR A.0 AND 90R COMPACTOIN FOR CONCRETE PR/OR r JULJULY 2004 ( ) 23. !F STEEP SLOPING 7ERRAIN OCCURS UPON INCH FILL 1S TO BE PLACE,IT MUST BE TO CALL FOR SECOND INSPfCRON AND PLACEMENT OF ASPHALT CONCRETE THE ENGINEER OF RECORD THAT THE SUBGRADE HAS BEEN GRADED 1N ACCORDANCE WITH IRE /IENC/L11.1 R/i 15 CONSTRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STD.N0. 403 1 EA CLEARED,KEYED,AND BENCHED INTO RAM NATURAL.SOIL FOR FULL SUPPORT PREPARA7TON AND CONCRf7E PAVING APPROVED GRAD/NC PLAN. SHALL BE PLACED APPROVED BY A REGISTERED SOILS ENOIN££R PRIOR TO PLACEMENT OF PILL APPROVED BEIJCH,MARX.• B.AI.B-95- 16 CONSTRUCT CATCH BA54J/CURB ET PER COUNTY OF RIVERSIDE 5ID.N0.300, W=4.0: 3 EA. MATERIAL. SLOPES GREATER THAN 5.•1 ARE REQUIRED 70 BE KEYED AND BENCHED. 9) IF NO PRELIM/NARY SOILS REPORT IS PROVIDED TO SPECIFY THE PAVING SEC770N; THE S7RUC7 COLLIER 5-RAL SEC77ON SHALL BE THREE INCHES ASPHALT CONCRETE AND £CPU.• 1,270.68AW.AND THIRD STREET FEET 17 CONSTRUCT RETAP!'NC/SCREEN IV?CL(PER SEPARATE PfR,illT) 187 LF. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT70N IN THE FOLLOWNG STAGES: FOUR INCHES CLASS Il AGGREGATE BASES A. UPON COMPLE77ON Or CLEARING AND DURING EXCAVA770N AND BEFORE BACKF/CL OF SOILS&GEOLOGIST CER7IFICATI011r 18 ALLUVIAL COLLUNAL AND TERRACED AREAS AND ANY SUBSTRUCTURES INSTALL 4'PERFORATED PVC Fl!TER DRAIN PER DETAIL SHEET Cd 161 LF. B. DURING ALL ROUGH GRADING AND OPERA77ONS INCLUDING PRE-COMPA077ON,BENCHING UNAUTHORIZED CHANGES&USES 19 CONSTRUCT TRASH ENCLOSURE PER A,RCHT'S PLANS 3 EA AND FILLING OPERA77ONS THIS GRADING PLAN HAS BEEN RENEWED BY THE UNDERSIGNED AND FOUND BASIS O BEARINGS: C. DURING/NSTALLA77ON IF BUTTRESS AND CANYON SUB-DRAINS AND FILTER AM TERML. TO BE/N CONFORMANCE WITH THE RECOMVENDATONS AS OURWED IN THE 20 CONSTRUCT 1 FT,-WD& 4-P.C.C. STEP-OUT II14 X 4'WELDED WRE MESH REINF.(0.04) J20 SF, A WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSMUC77ON. CARTON.• THE ENGINEER PREPARING NE PLANS V,1LC NOT BE RESPONSIBLEPLANS. Of CHANEY STREET FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES ANS.TO OR USES OF THESE PLANS ALL. fOCLOWiNC SOILS AND GEOLOGICAL REPORT FOR THIS PROJECT PER RS 0/77-78 BEING N43T171071f 21 CONSTRUCT R/PRAP PER D£TA.'L ON SHEET CJ 16 SF. 25 EROSION CON7ROL:ALL GRADED SLOPES SHALL BE PLANTED fWTH ROSEA ICE PLANT AT CHANGES TO THE PLANS MUST BE IN RRI77NG AND MUST BE APPROVED BY THE Entitled: PRELIMINARY GEOTECHNICAL INVESTIGATION 21 CONSTRUCT STORM WATER DETENTION BASIN PER DETAIL ON SHEET GJ. 2,500 SF. 12'ON CENTERS OR AN07HER APPROVED GROUND COVER. SLOPES OVER 15'1N VER77CAC PREPARER OF THESE PLANS HEIGHTIN ADDITION 10 GROUND COVER,SHALL BE PLANTED 417N APPROVED IRfES SHRUBS, PROPOSED INDUSTRIAL CENTER 3RD MINTHORN STREET ACREAGE 2© INSTALL 6'PVC(SCHED 40)STC;ZV DRAIN P,'P£. 34 L.F. OR COMANA77ONS INEREOF SHRUBS SHALL BE PLANTED AT 10'ON CENTERS- TREES 20'ONTICELAKE ELSINORE, CALIFORNIA NOTICE TO CONTRACTOR I CECENTER;COCOMBINATIONS, 15'ON CENTERS. SLOPES OVER J'IN VFRTCAL HEIGHT SHALL HAVE TOTAL SIZE OF CONSTRUCTON SITE. tiJO ACRES 24 INSTALL?'CURB CUT PER DfiAG C;l SHEET GJ 2 EA C3 $ --- PERMANENT/RR/GATON SYSTEAIS W77H BACKFLOW PREVENTON DEVICES PfR U.B.C.,CHAPTER 70. Firm Nome: CONSTRUCTION TESTING AND ENGINEERING, INC. TOTAL AREA TO BE DISTURBED: t1.70 ACRES o D IT IS A REQUIREMENT OF THESE PLANS THAT ALL WORK DEPICTED HEREON SHALL BE STAKED BY A LICENSED 14538 MERIDIAN PARKWAY 15 !INSTALL J'PVC CORE THRU CURu, 2 EA p Q 26. APPROVED PRO7EC77VE Af.ASURES AND TEMPORARY DRAINAGE PROVISION MUST BE USED LAND SURVEYOR AS DEFINED BY THE STATE OF CALIFORNIA,FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RIVERSIDE, CA 92518 TEE. (951) 571-- O m N fD 2!OF THE IMPROVEMENTS 70 PROTECT ADZIIN'C FROPEP77ES DURING THE GRADING PROJECT RESULT IN THE CONTRACTOR BEING HELD FULLY LIABLE FOR ANY ERRORS IN THE DE51GN AND CON57RUC77ON 2B CONSTRUCT RAILING PER DETA'!ON SHEET 03. 2 EA 0 0 27. APPROVED EROSION PREVENTATVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING Date: SEPTEMBER, 23, 2004 SHEET INDEN � A Z THE RAINY SEASON AND SHALL BE l,V PLACE A7 THE END OF EACH DAYS WORK. BY WORKING FROM THESE PLANS THE CONTRACTOR AND HIS SUBCONTRACTORS ACKNOWLEDGE THAT THEY HAVE OGEOtCECHeNICq/ 27 INSTALL BROOKS BASIN(1212C6)FER DETAIL ON SHEET G2. 2 EA m C RENEWED THESE PLANS THROUGHLY AND UNDERSTAND THE DES70N INTENT IMPLIED BY THE PLANS THE p�pf.'1 A<J f SHEET 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTON SAFETY ORDERS CONTRACTOR FURTHER ACKNOWLEDGES THAT ONLY QUALIFIED nfLD PERSONNEL OF THE CONIPAC70R AND y moo° �2� N z G/ TITLE SHEET SUBCONIRACTOR ARE TO BE UTLIZED/N/MPLfMENTNG THE ENGINEERS DESIGN INTENT. FURTHER THE m 29. THE LOCA77ON AND PRO7EC77ON OF ALL U77LI77ES/S THE RESPONSIBILITY OF THE C0N7RACT9R ACKNOWLEDGES THAT HIS RELD PERSONNEL FULLY UNDERSTAND THE DESIGN INTENT OF THESE /J / w NO. 2173 a NO IF: PERAIME£. PLANS By: RODNEY D. BALLARD (ji'-y( E.P. / /-G� 5/8Ip7 m E. 06 ao G2 PRECISE GRADING PLAN IVIES£FIGURES ARE FOR E51 MATE ONLY. C0.7IRAC70R/S RfSP0,V5.'BCE FOR HIS 0N7J fSI1MAlE FOR > Geotechnica/ Engfneer Signature Date sf a BIDDING AND CONSTRUC770N PURPOSES. J0. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE J08 SITE AT ALL Thl£S �CTICES, CO✓SIRU 71ON CONIR ACTOR 1ILL BE CTOR AGREES THAT IN REQUIRED TO ASSUMRDANCE AITH E SOLE AND COMPLf1E RESPONS701UTY '9rpaR CA`1 FGF`' G.? SECT/OILS AA'D DET I LLS J7. SANITARY FAC✓L/TES SHALL BE MAINTAINED ON THE S17E FROM BEGINNING TO COMPLETION FOR JOB S17F COND17701VS DURING THE COURSE Of CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL I NEER,i,C G•1 EROSION CONTROL PLAN OF GRADING OPfRATON PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY COYTTNUOUSLY AND NOT BE // LIMITED 70 NORMAL WORKING HOURS � AND CONSTRUC770M COMPACTOR FURTHER AGREES 70 DEFEND, By: VINCENT J. PATULA Y �GF,dt J.Pq J2 ALL SLOPES SHALL BE PLANTED AND/RRIGA77ON FACIL177ES SHALL BE PROVIDED FOR ALL INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN Engineering Geologist argnoture SLOPES IN EXCE5S Of 3 FEET VER77CAL HEIGHT WITHIN 90 DAYS AFTER COMPLETON OF ROUGH CONNEC7701V YIN THE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG LIABILITY ARISING FROM THE =' GRADING AND SHALL BE/N ACCORDANCE WITH ORDINANCE NO.822 PRIOR 70 THE APPROVAL SOLE NEGLIGENCE OF DESIGN PROFESSIONAL CONTRTACTOR TO VERIFY FOUNDA TON STRUCTURAL SECTION w NO. 205c E.P.oe/ao/ OF FINAL INSPECTON• AND FINISH)COOK£LEVATON PER SOILS REPORT. �9/. CIVII. Rt�P eoF cnu F° {3'DID 11'0.1133C332487 MARK REVISIONS APPR. DATE TUr PLAINS HAVE BEEN RfVIfNFD fOR COAlPUANCE V}11H THE APPROPR/AIE PREPARED UNDER THE SUPERVISION OF: CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT CAN Ef oQ0.GFµS SIC C1 TY OF LAI:E ELSINORE SHEET �- ISSUED. �Q6l 4•F0 !`,L • ��-� Sl/zA y PIIECISE GI?ADING PLAN 4 ICDRT JL SEXON DATE u m u NO. 44780 rY*-- +- e•�Ot o /t•ce.,\'o:44T6o G l:-\'P.u,tTL:b!to cu7 E.P.e/oJar SCALE.' TITLE SHEET O` EfIN(.W MARK: SNEE>5 KEN A.SEUMALO,RCENa 55915 DATc- SAXONENGIATEERINGSER VICE S .Znc, ,9r CIVIL mar B.✓,C B-95-55 11INTHORN&THIRD FILE No. CITY ENGINEER 1030 C1LLE S0,wmi,SUITEA-$3:1,\'CLF..HFNTE,C192673 FCFCALIF COLLIER AVE.AND 3,RD ST Prrcel2,?dlinthorn SL&3rd St. CITY OF LAKE ELSNORE DATE: J 2 4-007 ELEV• 1,270.68 FEET (949)366.1160 O(9JQ)366-S1M'O F.�1.\" SES PROD.A'0.126801 //� n J^ ,1 P�\':37i•I51-Oa5-0 � oK-.5/3%7 *A&;o�A'TS2zl" � W<<tiDf?.- /7v.�9 L•\1168CO','.'ICEDPAESAENTSLLC�1268_01h!,.NTHORN&THIRD ISFS�1268-01-GI.DWG 411112007 I A