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11881 (SFD) Plans64th i7TNU* PROJECT—\ k PGA WEST bit 7 Tq YNE ES FS V3 L AT LA IS VALID F37R (D FROM DATE C47 A? "P.PORr BLVD. jao.t reiieve the Ensin, piI.TRIII (,f Rivevlla COIr-III . b"" ArAiitti th"! !`*',"na� -,y for the Er4#a� VICINITY MAP N. T. S. RIMSIDS COURW DEpp ,RD., .M4T OF: DM&ON CP E�w6n.Igj; Pl-"T"U"D RZALITH 'j. liuLr Food Establisliment RIVERSMS COU�.,Ty 137 M; r M-4 Trallear P,,rk Dls�powj "'Otel. AV.., 14 01 z g_—_p - C-.'4!- VniVc Tenk 1014,* "4/7 "1'. F%1. cf Lez;;-,h Une —'W L' zz sr"' 3 P� z 1 Ill tO Slmver ,T` —,,—k No on-site rnp system b k, L' 17 .zm" %'ater tupp!v rp-iii -7 =%'Szo dIsp A Any11!,14 Out-Nne (:,r C L/ PEI, - By Approval 0, lumbing Code. ThIS 13 to Certify th".1 "I'l P'jtj=r:�o Cc!!Fd kr jnstAj-,�Z%,ion of the sewage 'MW&"�on the Item(s) &-9d--4 above. ;y CC --'a COUINTYPw . , !T�J'ZZT'�'V'CES AGENCY "th applm"es for =CWffW:Y, Cmstnialon 3r JIL JU "PART.m.!:' 'TCi 'LTH D rE By /SCALE: I- AA 20' A� AM WPMu &%y 7� i C 7�, 1. Any P -JI Of t' IF ,YS"EZA-11 IS MoVed More a4--� thaki In fecte" - 1. �'TF nP' r 00 VER'd "s" 2. PerCOIZ11on ral"-, c - mora ti'lan 10 minutes v L"'.1% 0 nd C /inch in the arca Gf tile SC'1100- disposal systern. 3. Any cutting, grcding or filiino, in excess of 2 feet In the, and area of the Subsurface Sewage disposal area. L a tuh rl z f n!: LOT 10 0 t V W eel. A.P.N. 767-480-010 ,,A, laxvel e-? 0, OY 1, At�7/ C,'P "O&I-ew a'4 -t':" A N 000 27'29"W 310.93 07' LEGEND 7"r- TOP OF CURB Nil. aq TOP OF PAVEMENT FLOWLINE TOP OF WALL 46- PROPERTY LINE A FINISHED SURFACE HIGA, POINT Py .4 GRADE BREAK '36 .,FINiSHED GRADE 7 NAT UR RADE EXISTING ELE'VATION LOT in VJ 0 r 'EXISTING BLOCK WALL A- A 1, /Lie /RI I x 4 2 M, /oOZ BACA21,- L N 00027'29"W 311.03 - AO ! 7%, r 7=, -AVOIAO AAE" /(A AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION a AND, IF PRACTICAL. THE AREAS TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION. PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. :FOR MORE INFORMATION YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTE R. ...Underground Service Alert 3030 -Saturn Street, Puite 200 Brea. Ca. '926Zi 00, 5 JlAell- AIN AM J' ..... 7T REVISIONS DRAWN BY A.P.N. 767-4BO-012 LOT 12 Ur4Ur_HbHUUT`IU U I ILL I Ir_Z) I I All GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 Of 2C, THE FINAL COMPACTION REPORT AND APPROVAL FROM III[ SO'LS THE UNI"ORM BUILDING CODE THE SOILS REPORT PREPARE DO, THE ALL UNDERGRU6ND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR APTH CAP SOILS ENGINEER AND GEOLOGI ST DESIGNATED BELOW. AND THESE PLANS OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING ImE 1% THEIR APPROXIMATE LOCATIONS AND EXTENT. THE OWNER. BY ACCEPTING PLACE DINSI'Y WHETHER $AND CONE OR DRIVE PING AND SHALL BE SO OtAFORATIC AREAS or FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED Mix THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES i , , 1AI0 SECTION "A A APPROVED By THE CITY OF LA QUINTA TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES SHALL BE PERFORMED TO VERiFY THE ACCURACY Of THE MAXX,'�M RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT DENSITY CURVES USED BY THE FIELD TECHNICIAN 3 THE CONTRACTOR SHALL OBTAIN ALL PEPM:TS AS REQUIRED By THE CITY REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS Al. 7� 5 Of LA QUINIA OR OTHER GOVERNING AGENCIES EXAMINED.`THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ALL TRAVELED WAYS MUST BE CLEANED DAULY OF All DIRT, MiD AND MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER V.01A LN T A IA'Itt IF THE CIVIL ENGINEER OF SOILS ENGINEER ARE CHANGED DURING THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- CLEANING IS 10 BE DON! TO THE SATISFACTION OF CITY ENGINEER COURSE Or WORK ALL WOPv SHALL BE STOPPED UNTIL A REPLACEMENT OR*S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR OCR III- 1. 14' STRUCTURES CONCERNED BEFORE STARTING WORK. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT Iii COMPLETION Of THE WORK 6014,5 45Q(S1"'05P'1C3,ff04_0G167_ Underground Service Alert PRIVATE ENGINEERING NOTE THE CONTRACTOR SHALI BE RESPONSIBLE FOR THE REMOVAL CaWTOIL FREE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAL L YACCEPTED CONSTRUCTION REPLACEMENT OR RELOCATION OF ALL RtGULATOnY. WARNING AND SATURDAY 8 00 AM TO 5 DO PK' PRACTICES, CONSTRUCTION CON- 'PACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON- GUIDE SIGNS MAY isi - SEPTEMBER 301H. MONDAY - 11 600 Am. TO 700 TIM .31BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- CAOU"M*11 c4vs 0.4-0'. 95-7,Mr - w-4 I - 800 7/ON OF THE PROJECT, INCL UDING SAFETY OFALL PERSONS AND PROPERTY; DUPING ROUGH GRADING. OPERATIONS, AND PRIOR TO CONSTRUCTION rHAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND OF PERMANENT DRAINAGE CONTROLS 17 SHALL BE THE RESPONSIR-07V Or 6Se%f4A0AZX_11Aj1a5' 9 329030/ '422 4133 IOT BEL IMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CON - TRACTOR FURTHER AGREES THE CONTRACTOR TO PROVIDE GOOD DRAINAGE AND PREVENT HOLIDAYS TO DEFtND, INDEMNIFY AND HOLD DESIGN -ROFWSIONAL PONDING OF WATER AND DAMAGE TO ADJOINING PROPERTIES 0-1 TO HARMLESS FROM ANY AND ALL LIABILITY, REAL OR FINISH WORK ON THE SITE. 29 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS TMO "ORKIN( I),%1L-'RFIFORI`"1Ot1)I( IROJECT EXCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF MARK 7 ALL BRUSH VEGETATION AND OTHER DELETERIOUS MATEP;A1 CLUCH AS -DESIGN PROFESSIONAL AL DESIGNED BY 134814 DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE 10 EXACTLY REVISIONS DRAWN BY A.P.N. 767-4BO-012 LOT 12 7-A�V& 4f N7 5,16'. j 5'0'(7YP'OF 2 ,41 GRADING NOTES 100' M.K. I I All GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 Of 2C, THE FINAL COMPACTION REPORT AND APPROVAL FROM III[ SO'LS THE UNI"ORM BUILDING CODE THE SOILS REPORT PREPARE DO, THE If" IN, I APTH CAP SOILS ENGINEER AND GEOLOGI ST DESIGNATED BELOW. AND THESE PLANS TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING ImE 1% PLACE DINSI'Y WHETHER $AND CONE OR DRIVE PING AND SHALL BE SO OtAFORATIC AREAS or FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED Mix i , , 1AI0 APPROVED By THE CITY OF LA QUINTA SHALL BE PERFORMED TO VERiFY THE ACCURACY Of THE MAXX,'�M DENSITY CURVES USED BY THE FIELD TECHNICIAN 3 THE CONTRACTOR SHALL OBTAIN ALL PEPM:TS AS REQUIRED By THE CITY NATURAL GRADI Of LA QUINIA OR OTHER GOVERNING AGENCIES 27. ALL TRAVELED WAYS MUST BE CLEANED DAULY OF All DIRT, MiD AND V.01A LN T A IA'Itt IF THE CIVIL ENGINEER OF SOILS ENGINEER ARE CHANGED DURING THE "u-ILDINOPAPIFA CLEANING IS 10 BE DON! TO THE SATISFACTION OF CITY ENGINEER COURSE Or WORK ALL WOPv SHALL BE STOPPED UNTIL A REPLACEMENT OCR III- 1. 14' 28 CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT Iii COMPLETION Of THE WORK ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ON�Y 5 THE CONTRACTOR SHALI BE RESPONSIBLE FOR THE REMOVAL 7-A�V& 4f N7 5,16'. j 5'0'(7YP'OF 2 ,41 GRADING NOTES I All GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 Of 2C, THE FINAL COMPACTION REPORT AND APPROVAL FROM III[ SO'LS THE UNI"ORM BUILDING CODE THE SOILS REPORT PREPARE DO, THE ENGINEER SHALL CONTAIN THE TYPE OF FIELD IESW�G PERFORMED EACH SOILS ENGINEER AND GEOLOGI ST DESIGNATED BELOW. AND THESE PLANS TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING ImE 1% PLACE DINSI'Y WHETHER $AND CONE OR DRIVE PING AND SHALL BE SO 2 AREAS or FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED Mix NOTED FOR EACH TEST SUFFICIENT MAXIMOM D(NSIY DIIERIV.-NALON APPROVED By THE CITY OF LA QUINTA SHALL BE PERFORMED TO VERiFY THE ACCURACY Of THE MAXX,'�M DENSITY CURVES USED BY THE FIELD TECHNICIAN 3 THE CONTRACTOR SHALL OBTAIN ALL PEPM:TS AS REQUIRED By THE CITY Of LA QUINIA OR OTHER GOVERNING AGENCIES 27. ALL TRAVELED WAYS MUST BE CLEANED DAULY OF All DIRT, MiD AND DEB11S DEPOSITED ON THEM AS A RESULT OF GRADING OPERATION A IF THE CIVIL ENGINEER OF SOILS ENGINEER ARE CHANGED DURING THE CLEANING IS 10 BE DON! TO THE SATISFACTION OF CITY ENGINEER COURSE Or WORK ALL WOPv SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON 28 CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT Iii COMPLETION Of THE WORK ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ON�Y 5 THE CONTRACTOR SHALI BE RESPONSIBLE FOR THE REMOVAL DURING THE TIME PERIODS AS FOLLOWS OCTOBER ISI - APR,L 30TH. MONDAY - FRIDAY 700 AV TO 5 30 PW REPLACEMENT OR RELOCATION OF ALL RtGULATOnY. WARNING AND SATURDAY 8 00 AM TO 5 DO PK' GUIDE SIGNS MAY isi - SEPTEMBER 301H. MONDAY - 11 600 Am. TO 700 TIM SATURDAY BW AW 10 500 I'M 6 DUPING ROUGH GRADING. OPERATIONS, AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE CONTROLS 17 SHALL BE THE RESPONSIR-07V Or WORK SHALL BE PRON&TED ANYTIME ON SUNDAY OR FEDERAL THE CONTRACTOR TO PROVIDE GOOD DRAINAGE AND PREVENT HOLIDAYS PONDING OF WATER AND DAMAGE TO ADJOINING PROPERTIES 0-1 TO FINISH WORK ON THE SITE. 29 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SIIALL DEIEPM,%[ THE 7 ALL BRUSH VEGETATION AND OTHER DELETERIOUS MATEP;A1 CLUCH AS EXACT LOCATION Of ALL EXISTING UTILITIES BEFORE CONIVENCiNG PUB31SH SHALL BE COLLECTED PILED AND REMOVED FROv THE SITE WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND A:.L PP�Op 70 PLACING FILL. LEAVING THE SITE FREE AND CLEAR FROM DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE 10 EXACTLY OBJECTION ABLE MATERIAL LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES a ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS SEPTIC TANKS 30 STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS TYPE AND LOCATION WELLS Or? PIPES NOT LOCATED PRIOR TO GRADING APE TO BE REMOVED SHALL BE APPROVED BY THE CITY ENGINEER TRAFFIC SIMPiNG LEGENDS OR TREATED IN A MANNER PRESCRIBED BY THE SOILS ENGINEER AND PAVEMENT MARKEFIS. TYPE AND LOCATIONS SHALL BE APPROVED by 9 SOIL ALLUVIUM Or? ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER THE CITY ENGINEER AS BEING UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL SE 31 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS Or? REMOVED FROM THE SITE. THE SURFACE SHALL THEN BE PLOWED OR BENCH MARKS NOTED OF THE PLANS OR FOUND DUR'NG CONSTRUCTION SCIII TO A MINIMUM. DEPTH OF A 6 INCHES UNTIL THE SURFACE IS REMOVAL AND REPLACEMENT SHAILL BE DONE BY A REG"IEPED CIVIL FREE FPOM UNEVEN FEATURES THAT WOULD TEND 70 PREVENT UNIF01M ENGINE EP WITH AN R C I NUMBER BELOW 33 996 OR A LICENSED LAND COMPACTION BY THE EQUIPMENT USED. SURVEYOR ONLY 10 THE UPPER 3 FEET BELOW ADJACENT FINISH GRADE WITHIN A PERIMETER 32 AFTER CLEARING EXISTING GROUND SHALL BE SCAL)III'lED TO A LVNIM-LIM OF 5 FE ET� OUTSI DE OF EACH PROPOSED STRUCTURES SHALL Of DENSIrIfD OF 6' ON THE ENTIRE 0E Of? AS RECOMMENDED BY A SOILS REPORT TO A M'NVUW RELATIVE COMPACTION Or 90'. BY METHODS OUTLINED IN THE SOILS REPORT PREPARED by SOILS ENGINEER AND GEOLOGIST 33 MAXIMUM CUT AND FILL SLOPES - 2 1. DESIGNATED BELOW 34 V,N1MUM ET UILDING PAD DRAINAGE SLOPES - 2% DRAINAGE SWALES 11 MATERIALS FOP COMPACTED FILL SHALL CONSIST Or MATERIAIS SIALL BE A M;N!MJM OF 03 DEEP AND pr CONSTRUCTED A Mf,`VjM APPROVED BY THE SOILS ENGINEER FILL SOILS SHALE BE FREE FPOV OF 2 FROM THE TOP Of CUT OR FILL SLOPES MiNIVJM SWALE SLOPE ORGANIC VEGETABLE MATTER AND OTHER UNSUITABLE SUBSTANCES 050% THE MATEMAL USED IN THE COVPACTING PROCESS SHALL BE EVENLY 35 ALL STREET SECTIONS ARE TENTATIVE. THE M�NiVjM SECTION IS 3* AC SPREAD WATERED PROCESSED AND COVPACTED IN THE LIFTS NOT TO OVER 4' A B CLASS P ADDITION SOIL TEST SHA.1 I" TAKEN AFTER POUGH EXCEED 6 INCHES IN THICKNESS TO OBTAIN A UNIFORMLY DENSE LAYER GPADi%G TO DETERMINE EXACT SECTION P-OjREM;NTS CITY ENG:%EEP 13 WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOILS TO APPROVE FINAL STREET SECTION ENGINEER, WATER SHALL BE ADDED BY THE CONTFIACTOP UNTIL TH- 36 ALI UNDERGROUND FACILITIES WITH LATERALS SHAA BE IN PLACE AND MOISTURE CONTENT IS NEAR OPTIMUM AS SPECIFIED rNSPECTID PRIOR TO PAVING INCLUDING Bil NOT ItivilEU, 10 THE FOLLOWING SEWER, WATER. ELECTRIC. GAS AND DRAINAGE 14 WHEN THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER THE MATERIAL SHALL BE AERATED By SLADING, MIXING. OR 37 BLOCK WALLS ARE NOT PART OF THE GRADING PERM'17 SL'Bv'T FOP OTHER METHODS SATISFACTORY 10 THE SOI'.S ENGINEER UNTIL THE SEPARATE BUILDING PEPM,I MOISTURE CONTENT IS NEAR OPTIMUM AS SPECIFIED 15 AFTER EACH LAYER HAS BEEN PLACED. MIXED. AND SPREAD EVENLY 17 SHALL BE THOROUGHLY COMPACTED 10 90% OF THE MAX'VUM 38 ALL CONSTRUC71ON AREAS SMALL BE PROPERLY POST['-) AND LIGHTED 1% LABORATORY DENSITY IN COMPLIANCE WITH ASTm D-1557-70 COWORMANCE WITH THE STATE MANUA. Of WA7NNG SIGNS LIGHTS SPECIFICATIONS AND BELOW MENTIONED SOILS REPORT AND DEVICES FOR USE IN THE PEPFOPVA%CE Of WOPX UPON HIGHWAYS IN ORDER TO LLIM:NATE ANY HAZA'ZDS 16 NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OS'A,NiNG PERMITS AS REQUIRED BY THE CITY OF LA QUINTA MUNICIPAL 39 THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SI fXEPCISE C F OD S UfFICIfNI ENGINEERING CONTROL DURING GRADING AND CONSTPLICTiON 10 INSURE COMPLIANCE WITH THE PLANS 17 THE SOILS ENGINEER SHALL INSPECT THE PLACEMENT OF FILL DURING THE SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW GRADING PPOCESS AND SHALL FILE A WRITTEN PEPOPT UPON COVPIEY,ON Of GRADING STATING HIS 014SERVATIONS AS 10 40 A PEGISTERED CIV4 ENGINEER SHALL EXEPCIS! SuFfiCtfNT ENGi%!ERING COVP,IANCE WITH THE SOILS REPORT. CO%IPoi DUPING GPADjNG AND CONSTP.JCTION 10 INSJPE COMPLIANCE W;TH THE PLANS. SPECIfICA11ONS AND CODE WTHIN H!S PURVIEW IS ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QU,N1A AND THE STANDARD SPECII FOR 41 THE CITY ENGINEER SHALL RESPOND III THREE (3) WOIKING DAYS PUBLIC WORKS CONSTRUCTION. LATEST EDTION AND RlVfr?SIDE COUNTY WITH FINAL STREET SECTIONS AFTER SUBMITTAL Of 'R VALUE' TESTS TO'? STANDARDS AND SPECIFICATIONS ORDINANCE NO 461 LATESI EDITION ROADWAY SUBBASE 19 GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQLjmENAENTS Of THE UNIFORM BUILDING CODE. LATEST EDITION. AND SOILS REPORT NO DATED (,1!11ii . PREPARED BY 0 AC TELEPHONE 0 20 THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR TO ANY GRADING . 13RUSHING Or? CLIALPING AND EACH PHASE OF CONSTRUCTION AT (619) 564-2246, AND 48 HOURS PRIOR TO REQUIRING M INSPECTION 1 21 THE CONTRACTOT! SHALL BE IN RESPONSIBLE TOO PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOP ADEQUATE WATERING DUPING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF LUST CONTAO. AFTER THE GrADING UNTIL SUCH TIME THAT THE GRADED SUIFACE PRESENT EFFICIENT PROJE CTIVE COVER AGAINST WIND Or? WATER EROSION THAT SPECIAL DUST CONTROL MEASUPES ARE NO LONGER NECESSARY. 22 THE FINAL UTILITY LINE BACKFILL REPORT fPOv THE PROJECT SOL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SLPIABLE TO',? THE INTENDED USE .23 IF BupI!D REMAINS ARE ENCOUNTERED DURINC- DEVELOPMENT. A CUALIF " 0 ARCHAEOLOGIST $HALL 01 CON -ACTED IMMEDIATELY AND APPROPRIATE M"IGATiON MEASURES CAN BE TAKEN 24 ALL FILLS SHAILL BE COMPACTED TO A W:N'V"M Or NINETY (90; PERCENT OF MAXII DENS'TY AS DETERMINED Ov UNFOPMED BU:,DING CODE STANDARD NO 70-1 or? E QUIVALfNT AS APPROVED FY THE CITY ENGINEER FIELD DENSITY SHALL BE DETEr?V;NED IN ACCORDANCE WITH THE UN'rOIV BUILDING CODE NO 70-2, OR tQUIVALfNI. AS DETEPWINED BY THE CITY ENGINEER 75 LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED By THE SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH H 0-1-70N Al A I AL LA MENT 10 PROVIDE PiPPESEWATIVE TESTING ALL FILLS PLACED TESTING IN AREAS Of A CRIN A� NATURE OF SPECIAL EMPHAS�S SHALL BE IN ADDITION TO THE N�,molq REPRESENTATIVE SAMPLINGS OWNERIDEVELOPER C. N ERPRISES 3480 TORRANCE BLVD. SUITE 300 TORRANCE, CALIF 90503 (310) 543-5509 'r LWAL DESCRIPTION LOT 11, TRACT NO. 26769 M.B. 235/40-41 A.P.N. 767-480-011 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONSTRUCT 4"P.C.C. CONCRETE ............................. /20& CONSTRUCT 15' DRIVEWAY APPROACH PER RIV. CO. STD. .207 .... /0e S."'I REMOVE OR SAWCUT EXISTING 6" CURB & GUTTER ............... Z / 4_/F EARTHWORK ESTIMATILIF UL11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /'_I C -y I YFIL;AL Lt=AL;H HLLU LAYUU I A.I. -7-. 6 FILL ............................. !D4 C. y TYPICAL LEACH LINE SHRINKAGE(/Zt) ..................... //& SUBS IDENCEI ................... (oo C. Y) IMPORT/EXPORT .................... 0 C.Y PREPARED UNDER THE DIRECTION OF: Cl-rY' czIliIi (211 572k;I`� Or Z,4_0V0 Al WArSOAJ AJ A/A750t/ "CIO. A5059C /000 A10. 362'760V Z -A QU^47;k CA4,1,-- 02265 7ZAC 7 Z-_4— <:)411�: DATE 2/2&A APPROVED BY: cl-r-10,— L.A <aelmrrA PRECISE GRADING PLAN C' A, -r oor' 7irAII Alo, e%d7d-,iiI As a.44 A/,i r oAv,.j / m: SCALE BENCH MARK: AtAdi ^r Ali 4A0 AMISCAM011I .0�- .4?44_1Ae1S1'40qff ADS-YA.04AC;1I I - AAF 116 op, APPR. D A -.5MIL00 P0 - r_"1'54ff,0 95QU4.0e-- 0A1 SC. kVIAIS *1AZ.Z_ 4n0I -CAAZAA- 4.,0C47F_4=7 00Uii . CA41A::neA1,,A. 4CrA760 IAI 047E.- DATE: DATE 46 o -am-r 0,- ^z4oysoAl s7-. /0. 0 AiI itsoLtY74 o- FOR LIC.C. 45V7ZEe,1qe1_-)E5 CHECKED BY - LTH I AV95%Viie 60. e4�—_ V - 27111 /' I W.O. F.B. FILE NO. r OFiSHEETS