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PSN 00013GENERAL NOTES Dr A. PREAD_ AR, AND ALL TRESl UL Aa RESPO xcE Fl alE E OVA4 aE 4ENT GR ATUCCA = DF z RED 3anDEN ExaNmixc (ieo)L� 11. ,wa. —FAam er L5 1A1TR 1.7 (ST.) ,-TOTS AND AR NOMRS P... RE RND RISPECTIGNS. CDN R D A, 'NE PEEDZ AS F.r- RLL MINIMUM DYES INNU DPE BE 5RNF5 5"Au BE aT ry IBD) PmORT OF I UP DETERNPIm .r THE .Tr ENGNEm. 16 BN UTING NN DI TRE RAN-1. OF TRE .1 ENSPRETER, RE AND "ON UI INE All DUN CTSN DE RX CONTRAC ASE OF D,NG,IGN*,:"TRADAR`G�a"n�"�'TTRE AC s �ro`AN�w"�""TM GRADING NOTES TRE UP RE PUPRES DIP EMM" DE S EMENT MFO N G A_ BY TM R NNT DinNE S E PTTSM w" "') ""T T aF MAx,MDM MIIa1T LULL) �Wuurt Rex"tH PRExND¢ [i TEE SHare1c ANGSB. uN PDING AR M(� rz AND ATRNwc NG S15T"EM.)T UP'L TRE III RN ,(IPR AR n AHD ,x�saromxOSNAUL AT j a N2a[� DlncnleFxaEs Mu vatro-sa W MEry (9 0) PERCENT wES Y EENEnTNT B`0 R uCa"�,sn"E FAR mCT vEE (i R""� e[mx0 T"S FEE GMx mIBE N TESTF�i a uwSE"FST EN R D u'rmu�G (SIX UNT )'RF,A°DYE` P� ANo`� E` I,F`' °"L IN°`, TRUNSR AGDG""IN °TO",".E APPLTSAPPI2) ,xE PIPE SHN. BE n I„.TNE '"WEIRS' E° IRS' a "R�E,-o'N TM aP,"N, E`°'o��°"°�"' x S TRE ABNELE ,NAB NUwP T. ,NE CDNGRETE NIX EHALL "AAE A NII sHw RE _AP SE TV AMD�tY IN TRENSTR SE TBE CAR ""L PTR OVERAARl nE DR Rn "ELL S CRIN R�1 rCUNDA—S SNWLD NT N SOILS ENGINEER TML All RDIURI RIB "I- `yLEN GRADING, NOTICE TO CONTRACTOR CONSTRUCTION CONTE—B AGREES TNAT IN ACCURDANCE MN GENERALLY ACCEPTED CONSTRUCTION (RUCTION CONTRACTOR MLL BE REQUIRED TO ASSUME S— AND COMPLETE RESPONSIBIUN FOR POB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSOE PROPERTYAND AT THIS REQUIREMENT SHALL BE MADE TO APPLY CONRNGUSLY AND NOT BE UMITED TO NORMALMJRKING HWRS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INOETANIFY AND HOLD DESIGN PROPESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION MTN THE PERFORMANCE OF WORK ON THSS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NED-SENCE OF DESIGN PROFESSIONAL re' rvc ovEavw we L m.x uAM cart �. /1 DR773'LL D6T.f1L PAVING NOTES PA TANG & ,RAINAGL' PLAN w RA A61/dT S?! 3 g� 3 Y,V1A'1 Y YAP PROJECT DATA LEGAL DESCRIPTION LOT B. P.M. 29351 ADDRESS 46-760 COMMERCE CT. LA UkNNTA, CA 92253 ASSESSOR'S PARCEL NO. OWNERS A"1111 All 'AREA Ai-651 CORPORATE WAY 1R 92260 (lbo) 013-47DI BENCHMARK P.O. 11-£ 1' I.E. MTN COA11 TAC W s NANDRflt 1NTER.EE0OY OF WES AK R ADAMS STREET EL£✓= 92O6,' BASIS OF BEARINGS DL£ BFAR,NCS SHORN NERFON APF RASED OV THE LNiID BOWS NDRM 671555' REST B£TR££N WOAAL QFaOQACAL SURY£Y NORIZONTA. CO M STA,ICYIS "RMNTT 2' AND RAW' AS R£R ]H£ nA A— GFa WCAL SDRI£Y DATA SHEETS EARTHWORK QUANTITIES rarul alsux. em a owmr 871 C.Y. m cart -F.A1T RK OUANT1. SHOMN HEREON ARE FOR PERMIT PURPOSES ONLY, NA MAIN DI CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OMB QUANTITIES FOR BIDDING PURPOSES Bray. � 1EARTL-1 QJAN11RE5 DD NOT INCLUDE FODVN IXCAVA1 G =All1F° ,BTRTHE QLANNES DO NOT IN 1 ANY -R EXCAVATION AS RECOMMENDED TOPOGRAPHY oPoKELITi lcc sl o_. PLP. aNNED My INS wD 121 STARGAR0 SP a+s lI— Boo-) rvo ED AS �"F�TaOi s�,lw 2w-aOz oP rIc (=" CwRSE): C2- - BABE GGDRSEiIOMR DOJRPn M-AR-,OGD W I'll EASE 11, OR .4 r PAYS As. —ELATE ISADUATI.El Yaps N NRRRAL AGa.EG.L,E iwna RAYP�B:s. o �'°TY ARw,ED AT THE RATE 1.1 GA - ANo%[F ttA➢ Pun x As NEEDE 1. ILAN I.� rsarfi� i�►Ai�:�'�'' 0 CONSTRUCTION NOTES & QUANTITIES Q2 CONSTRUCT 0" CURB PER COUNT' OF PPERSOE 9T. LE. OPS� III IF IN2'X6" REDWOOOOHEADER2AT ©GTAUU EDGE OF PA4EMENT. 29 LF. l�5 INm 0' BONOOKB CATCH BASIN W/ EA SPITE NE DETAIL T ALLOW O COR G . DRAINAGE THRU tuft. 6 EA, O INSTALL DRYA4LPER DETAIL HEREON. 1 EA. sm Scase"AADnP CABE P RS°EoNTYo,H nonS INSTAU_ BUBBLED BOX PER BETARL H 0 EffNTTAc UDPLsPE PER DETNLSONE� 1 L.s. @nIA­E _ rvCAT. N,Y OF s B.F. O INSTAUOT2— IDS CH BASIN 1 E0. © PR AcuRB DFR ON TO ALL- WftB (O' CF) CITY of II QH INTA A. QS INSTALLVC (SDR 35) PSBL NO_ t B L.F. NSTA < P (DR 351 Ooo t 3A LF. SDP 2000-6821 RESOLUTION 2000-052 r� 1^ ko I, DRFN SEAS Od M 01/02�/01 N AA 00-1800-137 SHEET NO, 1 OF 2 G1 �fN I>WYF ,RN SECTION A —A 'I LOT 7 i � yi -- i II 1z woPRN I'II \! PRW0.5E0 2a• SifXW PPAIN+i I \ \ I i (BY omERs) / I AG IIl� v �" i l l W V •`\ t, + �� .�' � I I I ,,��, yr TYP. CORE DRILL DETAIL (er oTNERs) � Ex. ao INE ) 1 �,. (TO 5 WAIER CHANNEL I GY � �� �I �" ICY-0' _ \ ,APoMRY 10 PYC iRN xerlwC EP 1 'e1 I 191 lil:j I I Pa II �� ti \ � � � o"z�o.:L�r W �R- � °. I� I I� •. � \ aa ---�Nasson_e-- v)o' \ \\ Q 1 PP. --A 00• (t@� O 6� od i ^ \ �( roT T A/ cam` �\ i t II� eelA_.�—� soD eo rD aoD O.RU ll09' 26 R9' sic NeW' D �FF: 67.0o j A �I �} / o` 7—'12* PAD 66.50 �" 3DD le000W saz PA �m � i�... s IA I 1 Id- n,P i / 31 �� CONSTRUCTION NOTES DONSTRUCT r AG D .5- AS o roR�DGT D• D➢Ra PER eaurvm or R vERSDE ROPOSED� �� i a, la i. I� I (/ PiR co n:r`ar aRw-Hs"D°e°sro wo Q � I (Y r A sroRM meu IIia `D. V I 1 / QA NSTALL z-,e• ncDwooD xEnGER AT EDGE Or PA�MEnT. 6 22 g5 — N C QmuiC c,NiEc"CiT72 `AC-DRMNUNE N 89-43 24 E N J o <s,2 3 $ +'I ,I ,1 ! \ ' I m! w T 89 43 se a ��� G 3 �, % O P q D� M N11 �REa« �A. D A O. DRA NA mRD DDR; \ r/�J �8.a� _ �-{ / — sa_ r -a = — �� + = +� — — �''7Ikk..,y""yee��I ` I IIr J Qs"Hr No ON,-AEu PER DETAL N \ \ �� ,, \ ae> P D 'Y" ., 13.55• /� ( \,\ '�, 1 �smse�Dic cn a AND -- A.oa sms DE r.PD�n R rsa. i aaY-v I,, .1 QINSTALL RUS.- ROM 1. DETAa ON °PL PER DETAILS ON LOT A, \ I \ I NONE: LOW PDA S IN SDME LANDSCAPE AREAS I SIPETO. \ \ ARE ECR DETER MW OF NUISSANa RUNOFF I I 11 ' I / O c�SmUCT DRrvE APPRO CN PEA fAIMtt aF \ I III PRIQR TO CURB —11 DDOI CCNIRACICR l I I © RMUME S.1 2- W=28' M-10' IS RESPQNSIDLE IO INSURE THE LOW PDINIS \ I , \ 1 / QI— ,2•x,2• NDS CATCH RASN I III \ ARE MAwralNm oLcelNc THE coNsmucnav , PHA E \ I L07 TO GERmRD`R`RD° (° ) \ I Iris © Au a P (35) � \ T sDR � \ Qlrvsr� vc (sDR w) NOTICE TO CONTRACTOR \ h o�� Ees,Gwf' cORDANCE wm GENERALLY ACCEPTED CONSmucnax sr°ucTror+ c�N�RAcroRAM. DE REOuxsD TO ASDUNE sceE AND coMPLETE RE�GxsNUTr tuft GRAPHIC SCALE AND Po=T- Wft Nc THE —R. OF CON—TION OF n1E PROJECT, INCLUDING SAFETY OF ALL PERSONS CITYOT IA OUINTA RE MADE To PP GD nNwsLY AND NOT D EMI D To S ,. an rol awDsnND. SDP 2000-682 OURS. AND CONDIRUCRON CONTRAC— FDRTHER AGREES TO DEFEND, INDEMNITY AND HOLD ND A UAS—. REAL OR ALI£cED. IN CONN—ON wlm mE PROFORIA NAL WORK ON THS PROJECT, EMCEPTING UARILITY ARISING FROM mE SOLE NEGLIGENCE OF DESIGN under round Service Alert PRELIMINARY GRADING PLAN BENCXYARK BASIS OF BEARINGS — IN THE CITY OF LA QUINTA 1� Call: TOLL FREE — - Po�Awm DER TME McEGT,�, a 1-800 P.O. WIN iNE 6YARWCS SHOxN H EME ARE BASED CW INE 1• LP. C C'OF ML 3 A & IN HAND ME Nal]N FAL E 5- XESr TA-PSN NAIWYIAL AA0 1? L 227-2600 EL V., cmav or.Pwrs A4£ s ADAMS smcEr. N0.PaaL as sr Wy •r z• AND RAMO' As itiR THE _ T M SAM«I .— « _ 11, a—r ELEY.= 92LG] NARQVAL cEaarau. SUR4LY OArA 9iEFIS � Fr wolCm [VISIONS APPROVED DATE ( - VARIES F.S. P.C.C. SDEWAU'f i' NUN. F\' 6'i4' U-CHANNEL PRI1OR PCO J/B-IlP LAAA AC OR PCC ` _eFFa — -- P.CC ACC.PEGIE BASE 3' WIDE RIBBON GUTTER J rl UNDERSIDEWALK DRAIN DETAIL N.T.S h91 l i II eD z4^ DRAN� I, 'R, G (BY DTHERS� 101 / a -- 1 1 LI I ,6I rr7 I 3; \6 \ \ I\ — �- � �. n° � I I UI ifl I . APP R-w.GO• •. -• � �\ T"ae / �� � � a � � � m f f ft I R a ® 6 1 IT P/L f 4a \ J� \ P/L � I \ \ I NOTICE TO CONTRACTOR CONSiRUCTIOu CONTFACTgt Aq ` THAT M A—GAHCE "T" GENERALLY ACCEPTED CONSTRIICTCEI CES CONSTRUCTION CONTRACTOR WLL BE REQUIRED TO ASSUME ROLE AND C—UETE R—ONSBIU1 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUGTON OF TIE PROJECT, INCLUDING SAFE, OF ALL PERSONS AND PROPERTY: THAT THIS RECOREMENT SHALL BE MADE TO APPLY GONTINOUSLY ANO NOT BE UNITED TO WRAAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURRIER AGREES TO DEFEND, INGEMNIFY AND HOLD DESCN PROFESSONAL HARMLESS FROM ANY AND ALL UAMUI REM OR ALLEGED, IN CONNECTION YATH TIIE PERFORMANCE of WORK ON THIS PROTECT. EXCEPTING LIABUTY ARMNG FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Under round Service Alert 24' SlOM.1 PRMN rn \ P/E- 2If'-✓ CURVE DATA L DI 12 R p L T Q SW' 100Tp'00' - © aw ersz z :OMl z5a9' OD 90 w'W 47.12' 30.oD• O 60.W' bB,P48' B.BI' O .00' T rle Dar tE21' © 3.00• 10rvr4F- r AM OR >00 ,FO ,.w E... _ Coll: TOLL FREE BENCHMARK BASIS OF BEARINGS t - BOO P.D. YI-E THE %ARNGS SLORN HERELW ARE DASED ON INE GID B!7ARNG 1' l.P. WIN CCUNIY TAG 1*5 N MWilGL "M 617555' REST UEEREEN NA AONAL WOEOWAI. SU:FEY 227-2600 Nrz CMN OF NRES AI£ R ADANS SI T. HMZONT& COIIM SEARLNS 'RAwrr 2' AND YUNO• AS PER NE EUEN.= 92.057 NAR L GM09CAL S(API£YDAEA AEEii F.S. BROOKS r6' X IB• GTCN 8451N W/ CEMENT ENGSENENT TRAfiTC GR1TE OF PIPE J2' SOR 35 PIPE® NISSON COUPLING _v IXISTING 24- ADS PIPE 24•X247x12- ADS TEE CATCH BASIN TO S.D. CONNECTION NOT TO SCALE IZ—;Q9, Avg AND TONING COAIPUANCE: FOxCPPPROVM BWNMEN11 q. CCl i DATE H MAN BU LgNG AXO SAFE GMIECTOR tt OEVELOMNENi DRFCTORN.C.E. NO. EXP. CITY OF LA OUINTA Ott cF . A alum 2T G PAWNG III I surrav 4L4• 12' • NN I\J US. SIVAITNIS I CI GOP \ it L e III A,9F I \ i / C - \ _ �' /,'l 9ANDIC.IP ACCESS RAA(P SECTION A NA \ I /� I �, IPrrcrDsO 2a sroRu DauN I_��"' F I A �� � (T LO I (IDS WATER CHANNE() 34110 or- �y'P. CORE DRILL DETAIL : 67.00 `\ F. AA /A �� PAD: 66,50 CONSTRUCTION NOTES TI �Es Qcal AC OKR a5 M I 4 i I �l�Y 02 CONS oaCT K.OURB PER COU.- OF ftwmcc % CONSTRUCT w R. AND CUTTER PER DOU., OF R YTRGDE STO TOD • 6 HEADER AT EDGE DE PAVENENT. 1 1A z9.6;B• 6 TO EX. A N MN -I PER OETML o ��TE CONNEDA. tltl ,y EREDN ©� DR GORE r DA. TO ALLOW DRAINAGE TIRO CURD � i L ._ DEi EREGN. (2)INSTALL DRTMELL PER DETAIL ON SHT. N0. I NO A. SmS RAND PER DETAIL NEREON 1 I II It 1 ( ODONSTRUCT HANDICAP y a $ <�B NST o FURRIER DOX PER DETAIL ON T �? F313.55 "" OS it uDproTIoE PER DETAII ON �( - CF TRAN TOR L-z O © R vE APPRona PER DOOM Y DE \ ` I 1 ' I I INSTALL 12- 2- NOS CATCH BASN J \\ ,11 �PROPo5E0 24' SICRN DRAIN (BY OTHERS) ' ©PRonOEEz MDE CURB OEPRESSON (0' OF) TO ALOW DRMNA. TIRO CURB. II NOIL LOW N SOME LANDSCAPE AREAS Im Q NUISSA ARE FQ4 OEUENTDV .4CE RUNOFF /1 I OINB / iY' PVC (SOR SE) / 1 i I I 11 ©INGTAtL 4' vVC (SOR ]F) \ PRIOR i0 CURB D,RAN WTIEIS CONTRACTOR S RES'H� N51&E TO INSURE T LOW POINTS ( I ` ©CONGTRUCT UNDER SDEWALK DRAIN PER DETAIL HEREON. \ ARE w AHED — THE CDYSIRUCTON O GONER UCT S WIDE RIBBON GUTTER PER DETAIL HEREON. � N sT SNEs 1 \ \ ITMPPSR01fD e'v 7 att EnpN RMON, m/l6/Or CITV W LA QUINTA EXGtPT E RENSCNS NOTD HEREgI. p I Plan Sel N0. >tO R"pFessty� 0001 "'�X+.�I� � 1 GRAPHIC SCALE UESDDP Fr 2000-682 W REAT) i RO n. 7/I//R/ 1 f6rrFH SarM .QLf: V4/ti0 � GRADING, PAVING & DRAINAGE PLAN n IN THE CITY OF LA QUINTA AHD HAND'CM ACCESS RANDS PER AREN.Dr5 —a GYITIER fi AIX,ONMATE AOg11CN OF 610EWAIX. 7 /W 8 5 �P� ""� ,xc RRAcr vX+m"RDN a // �/�'--� G BASYV OW£CILY TO SFIXN PPAN AT L(YELCPERS RfO/fSr. NECTrov DErAu. I( 71•a ] 2 / z REVISIONS APPROVED DATE r N. sAxa A.- .1. LxP. 4AxAW MKWEFR Rcc ..za° LIP. NAD°/�r