04-7076 (DEMO) PlansGRADING NOTES
L GRADING OWL BE iN ACCORDANC6 WITH THE ENGINEERED GRADING
-Y' REQUIREMENTS OF IRE UNIFORM BUILDING CODE. LATEST EDIMN, AND
=.� 801LB REPORT. NO. t.P0521 7
DATED: OCT. 28,
PREPARF.DBY: LANDMARK
TEi.EPHoNE Na 760-360-0665
Z. THE SviLs ENGiNEER AND TWIG ENGINEERING OF.OLv018T SIVIL MMRCISE
` SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE
COMPUANCE WITH THE PLANS. SPECIFICATIONS. AND CODE WITHIN THEIR
PURVIEW.
' 3. THE DESIGN CIVIL. ENGINEER SHALL EXEERCISS SUFflCiEN1rCONTROL DURING
GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS.
$P9CIFICATIONS, AND CODS WITHIN HIS PURiVIEW.
4. DURING ROUGH GRADING OPPERATiONS AND PRIOR TO CONSTRUCTION OF
PERMANENT ORAINAGIE STRUCTURIES. 79WORARYDRAINAGE CONTROL
SHALL BE PROVIDED TO PREVEN[° PONOINQ WATER AND DAMAGE TO
ADJACENT PROPERTY.
S. AFTER CLEARING, EXISTING GROUND $HALL BE SCARIFIED TOAMINIMUM OF
ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOW REPORT
e. THE MAXIMUM CUT AND FILL SLOPIE$ $"ALL BE 2:1.
T. PARS $HALL 89 COMPACTOO TO A MINIMUM OF 00 % RELATIVE 06NSLTY PER
A.s.T M. aPEcIFICATWNSAND THE ABOVE MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALI. GE 2 %. OP.JRAGE GRALL 89 A
MINIMUM OF 0.3' DEI9P AND 8E CONSTRUCTED A MINIMUM OF r FROM TM TOP
OF CUT OR FILL SLOPOS. THS MINIMUM SLOP& OF 8WA AL63 SHALL 136 O-W %.
9. ALL FILL$ SWILL 8E COMPACTED TOA MINIMUM OF NINETY (00) PERCENT OF
i MAXIMUM DENSITY As DE1EIilYEiNED BY THE UNIFORM BUtlD1Ha CODE
SECTION 7OtO OR EQU1VALENT.AS APPROVEDSY7HE CITY ENGINEER FIELD
DENSITY $HAL.L BE DETERMiNED IN ACCORDANCE WITH THE UNIFORM
BUILDING CODE SECTION 1OD2. OR EQUIVALENT. AS DETERMINED SYTHE CITY
ENGINEER.
10. ALL STREET SECTIONS A119 TENTATIVE;. THE: MINiMUMISECiEION IS 3"A0.OVER
4:5• CRUSHED AB.. ADDITIONALSOIL TEEST($) SHALL. SE 0QLIIRED AFTER
ROUGH GRADING TO DEIIERMINE EXACT SECTION REQUIREMENTS. THE: CITY
ENGINEER SHALL APPROVE THE FINAL STREi:T SECTION4
filPcojer t Devetc>Prtleot Dlv gwW,Dadopm*A Proi *T1,MNKtSTD> NOT1ES10RAEXNG NOTES doc
i i. THE CITY ENGINEER WILL RE VEW FOR APPROVAL. THE FINAL. STREET
SECTIONS AFTER SUBMITTAL OF 'W VALUE TESTS FOR ROADYWAY SUSBASM
ix. LOCATIONS OF FIELD DENSITY TESTS SHALL BE IIETERMiNED BY THE: SOIL
ENGINEER OR APPROVED TEST AGENCY AND 79HA1.E» GE SUFFICIENT IN BOTH
HORIZONTAL AND VER71CALPLACE:ME W TO PROViD9 REPRESENTAME
! TESTING OF ALL FILL PALCED:7981ING INARM OFA CRITICAL NATURE OF
SPECiAL EMPHASIS SHALL BE IN ADDITION TO THIS NORMAL REPRESENTATIVE:
SAMPLINGS.
' 13. TH9 FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER
SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED EACH TEST SHALT.
11E IDENTIFIED WITH THE ME TROD OF OBTAINING THE ili•PLACE DENSITY.
WHETIEER SAND CONE OR DRIVE: RING AND $HAL.L BE 80 NOTED FOR EACH
TEST, SUFFICIENT MAXIMUM DIENSITY DEf ERMINATION SHALL BI; PERFORMED
To VERIFY THE ACCURACY OF THF. MAXIMUM DENSITY CURM USED BY THE
FIELD TECHNiCAN.
0, ALL UNDERGROUND FACIUTTES, WITH LATERALS, SHALL. BE IN PLACE AND
' + INSPECTED PRIOR TO PAVING. INCLUDING BUT NOT Lttl 47ED TO THE
FOLLOWIN(1SEWER, WAWA ELIECTRiC. GAS AND DRAINAGE.
15. THE FINAL UTILITY UNG BACKFII.L REPORTPROMTNE PROJECT SOIL ENGINEER
$HALL INCLUDE AN APPROVAL STATF.MENrfI AT THE RACKI:IiL ISSUITABLE
FORTHE INTENIEO USE'S....
it Bt om WALL.$ ARE NOT PART OF THE GRADING PERMIT. SUBfIMT FOR
SEPARATE BUILDING PERMIT($}
17. THE CONTRACTOR is REsPONSIBLE TO PREVENT SILT CONTAMINATION OF
87ORMWAT&R INFILTRA7$0N FACILITIES DURING CONSTRUCTION OF
SUBSEQUENT IMPROVEhtENTSBY INS CONTRACTOR. iMMEDIATELY PRIOR TO
j FINAL ACCEPTANCE OF STORM ORAiNAW WENTIONANFIL.TRATION
FACILITIES. THE CONTRACTOR SEE L CONDUCT. IN THN PRESEENCie OF THE
CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY
DEMON87RATE THE FUNCTIONAL ADEQUACY OFTHE FACUnE&
j IS. THE CONTRACTOR SHALL PROVIDE: WIND EROSION AND DUST CONTROL
MEASURES AS REQUIRED BY THE FWTIVE DUST CONTROL RM APPROVED
• FORTIUS PROJECT.
I SIONINO & STRIPINO NOMM!
1.1118 CtlY RITrAiNIS TiM R101Tri0W4UL1I;ll PLAN RWISION$, AS N6CR3SMY8S1MBQUBNT` TO PLAN APPRL0VA4 BUT PRLI01 ro
COMPL[irION OPTIlI3 tMPItOVEM8Nr9:31IOWN ON'nMSBPLANS. WANY NIiW SIllWtMPLtOVP.MM" LLAVS HBL"INSiiAL.LPVOY iiEaCITY
OR A 11IRW PARTY WMIIN TIT IMMEDiATE VICINITY OPTUR IMPROV11MEN i31�+itOFOaEs'Li UYiILE�B i'11.AN3, W'CYfY STAFFDff1R llLrBS
iIE13NEWLY IN3TA1.LIigtl►tPItOV8M1INI91MQACr'r[i[LUl SttiNlxfEonryarTi >3SBPLANSASOMOINAL.LYAPP1tOVW ALLCr9 M
! ! INcLul)lm surNor LIMIMI)TOOBSIGNAND IMPRAVBMMCCOM,WCUUWASARESULTQFT1[8IDUS1ONRBVISIONSSITA1L8111302"a
BY'1TtaIMPROVEMENTSPQNSORtS. -
,' ` L (Omit INN note titr's steady In uded in do Qenual Note') UPON APPROVAUTIU1313PLANSARUW= FOR A PERIOD NOrrTO OXM* -) MCIVEEN
{ISi,.iOMI'Ii.4FROM I)AM01i a�N,ovA1«'CIIi3iMEPIt¢_:v_IR[Ia+IT$P_tJ�SHALLLCO.'i�R.a' �F1'fY[UFIiA .1'',r�m
t¢qf� ' tfa�# mutt �x,kanta*. eema-ru..xm •s^�me4 <a ....a-,. �,+�.,y C yg �p mplul N p iN IR
+. ,_- :..: _�-..._.--_. r5�..�++i�.sM►.�v.aaa61)�RisV r'v md.�. �'•l1lY,O�01Rf R��i��L^ 9r7,�AWG�17Lf',w1:1.�C.7 I�11 d�S�YNCrI.'Y .�JANIJAv.'�i,
' OKE)WA•NCI+.4.Olt LAWSAND Rt•�t3UI.ATIONS, ENACi'Ili?ORA13Ql�MD HY TILBCf1YOR ani.RijuBC ICTiONS WnUAUtIIOR[rY
{ . SUBSEQUENT TOTIM PLAN APPROVAL VArii
3.ALLWOLtK3LiALLH8DONEINACCORDANMWMI'CItBSrANDARUSPSCIF[CATIUNSFORFUREJ WORtKSCONS'IRUi'IS.0NIU1111sr
EOLTION,AND RIvERSIoscouumsT'ANDARDPLANS, U178ST[IUI'LXO�,IiEfitBAiMR RMUM TL1AsTILBSrANDARDSPECIRCATIONS
AND STANDARD PLANS, UNLESS OTlWRiWl3if SPEC[tiIGE3, `�.^
d. tRLAFF[CSrit[PP.S,RA[SLUPaIVIiMIwrI1111tttK8liS.ANDBEQNS tI ,ConPAVEMEITEEOluiDSI8I ALL COMPLY Wtrt11118LArOSTEDITION MANHOLE CONE
OFT1113CAL.IRMSrANDARDPLANSAND$rANDALIU$E"ECEFSCAIMONS lilLliStlLrt9t RMU- I? ASTILH3rA1U3rAN0ARD (,S HiGH) .•� \
SPECIFICATIONS AND ftA: R S'rANDAttD PLANS. _
L3. IEN AL PAVEMENT
LEGENDS
1 Vd.;. t NrCII CIty- LtN4 0 SFON Q CALL tF INST Ii3NC[L9. 6e� ri -?QiS TO MJIKBARRAIIc FOR GRAE7EiA PARKWAY
RE1!~NTION BASIN
6. RAISED PAVINMWr MARKERS SUALI-CONFORtM T071111 PROVISIONS IN SWRON BS OP THS STATitgrANDARD SPECtF[CAfLI)i3, Mmam
PffirmW MARKERS. AVIIESWU FOR PAVEMMrMARKERSSUALLCON
tOII:PAVt I[ t utx � �N �� �� �►� DRILLED END CAP -- 1® 'DIA. HOLES
S'rAlIEIARD SPhCIF(CATiONS BNi���D sirr
''7.'t1sJ+Yr'1CStLtLpls3ANOAlA>ltKl tt3.4s[IALT-1113A>t!?LtLOW'tWOCQATs.W>TILT@l LBCEbRLaD7i►UTF�L3�It.tNR10i11G011MAND311ALL (HANCUR PART N0. FC--CLE3-08)OR CITY APPROVED
CONFORM roSECr10N843,9NTrfL�pNNf1#D'fRAFIrICSIIi[t�EB4►NDi'AVBMiBNrMAA3 'GS.WIS SFBCl7I6U1NTE185TA1BSi'ANC►RR>U CAP 70 BECOVERER i141T�{ T,
1.DC.EI.FWPICSFABRIC SOCK
rltrIh*Y1 ANDPAVEMWrIXOBN1>SANDRtAISEDAYBbIB r&IARKBR iiLA:1'COi FLIGTOltC'ONMSTRAFFtCAS,& POLYESTER KNITTED
A. A't%
RBSUi.TORS'rllliNBWLYINSTALI.BDWORK3110WNOMTIUSYLMS[tA LDSR OMOVEDBYW8TS, R)I3LASnNQORtaKiPiR)1N®. , ` \
Ii.Ui38R#SFROMRUEMOVAbOPERATIONSUA1L82CONT'AINBDvvmum*nmwERKAEtBA.ANDT1! CONTRACTORS1VJ_LTAKEA`it, CORRUGATED SLOTTED HOP PIPE i3" CIA.
PRlit'AEfE'iONSNIsC�:MY10PRtOTECrP'IIRESONSAi�lEaitROPP?.TYADJACENTTDT[IB&RINUSLAS GOPFRAT1ONS.TIRBUEURRIN ULTIVO (HANCOR PART NO. PFI-08 MTH POLYESTER
AW
FROM IIIZ SANDULA51ING SHALL US [iNSiEDIATELY iiUOVED AND 11E81082D OF By IMS ICODM ACTOR. DES W WM I N TIIS ROADWAY KNITTED FABfU C SOCK PART NO. FW-500--08--0020 ��\j �
$11AMORREMOvIjvBYME�CItMIC.ALSWEi�PRNOORHtO[1•YYOWERVACUUM. OR CITY APPROVED} EQUIVALENT. � � q
opv
lo.seARILLDPAVriMMTSURPACBRtI'sSUI:fINGIROMRFMOVALOPERAT[ONSSIN.AU.UBSEA,LEDr iTHAS)'LLAE.i"P1ltNfCONE0ai t'CR°R'0 SUPPORT BRACKET f
swrtot4203.#OF3110SrAHDAIwSPECIFICA11OWIL$CARRWI ARIIASRML71NOFROM;WORIK0 (#INFIIiC ����O�J �>ll FORMED 12 GA. STEEL �t
-FULLYCOVF.t WWMIANASViW.TICFAtN'rBDSQUAR SORQEICI' OUi•AItMWBTIL&TI D YO UT
s FORM.
E1.AL.f.31®NSSIUILi.CONNFORM'lY33WnON3&2,E?�Tl'tMW'@WDADSW11SIQWA;LumFLEDINi ILBS` ATHSrANVARI)SPECRFir'NtiOiVR CORRUGATED HDP. PIPE 8" CIA. - (NANCOR ,
SIGNSSILAtLHBREHJBLWMBD31UIBTALUMINUMUmNat[[QIIL iM$tffORAD85ILWIRNG'A E1113M#ILI60?R0TFCt[VR3OvV1,As'F11M PART
O.DPL1-08) OR CITY APPROVED j�\/.
OILAPPILOVFJ) EQUAL AL.LSIGNSSIIALLBEMOUNrI3DWtnt'ntPnNANDAI PROOFF!'L.9Ti HERS C70KCRNCTQRSIiAil.ii13INalIC4AUW/iY
SIGNS AN LWGLEi3 RD
E3SWnON4216*I cTIMWORKISINANAN.B WIMMISKNOWN.OlR A8LYS11OULDHEKN0WIjO
12. PERtCOVERNMEN'CCOiI /
ii..: CON'rALNSUl3SilRP1ECBlNSS1"ALLA°fi0H8,,CONINACTORSILALLCOXrACrUNDRWR0UNDSMVi BA[.ia7tTjvsA.)Ai1.m422.4i:3ANi) 4 CONCRETE SLURRY
OE1'rAIN AN INQUIRY LD8NT1FiCAr1t7N NUMi FAArLBASTTWO WORKiNGI)AYS(4$ ILOE.IRS) MIO TOCOMMENCII+Ki ANY W01tiC'ILIAT (3 SACK@) BASE.
PINUTRATLST[E811?iJ UNCi3UEtIrACli.
13, SI'TILL INO LAYOU'rSItALL BRAPPROVED By CrrY fiNGINWRINO VEPAR.'L'StENrEU0Ht;T0 APO CATION OF I'EfiM"ENT PAINR'courACr
iltfilwErYlN(I1NE1:L11NOI)tiIllWrRTMW1.48110UItsIItEQii7D0LAYOUT.
itSrRELSIONPOSI'SINSTALLED INCONCPMRiARRASSIIALLDHOWALLUDiNPVCSLMV.E3TC FACILrrA•LEREPLACEgWr;
311AL ,UAVB 12,!X LZ"COxCaMUFU.LBui#LOCKOMARt}UtiL1TiLR; EM f A.
• CORRUGATED SLOTTED I4DP PIPE8" D +
Edmated oueniitte�
FILL - 912 C.Y. .
CUT - 496 C.Y.
_, v Quantities shown are for permit ulrposea only.
hie/her
r ® Contractor to responsible for
own-4-�
--n � Quantities
m 'topography done by John Hacker ,aa Associates
iu JAN of ZOOS
CD WM
,
•' 4 CONSTRUCTION acatractar egrem that is accordancs with getwaliy accepts
d
cp
:.. M 0 'Construction practios s, coaet>ruetion contractor will be r*gWred to e�+aume St
Ie
Gad complete responsibility for job site coadttolaal duzitlg the course of contll 'tlatil
a
of the project. iacludiag safety of all persons and property that this requireme;
t
P. @hall be made to apply con"nuously Gad not be Llaatted to normal works how
desi
,
and construction contractor further @g�r ess to defend, Inde:aslnW and hold
tram al 4 ei# UabMty, areal or alleged, In conneatlon with
c
protesaionai harmless 4
the�pperformance of work oa lhia para$eot, *=Opting Hability erlaws horn the sc
e
negligence of design professional.
.. PEEHMARK:
A. E,, E R T BENCHMARK NO. , PRE-102-
DI G
0
LacA now.
NEAR 1HE INTIUMCTiON OF WA
II
MAL TOLD. FW mg 0,
8 6.01 SOUU1HrO
44
RCU PP
-r. 1-800-227-2600
ELEV.-- 43.rr2
:= AT LOW W® DAYS OASIS OF
.,QE,QRING
BEMAIS YOU CW CENTERLINE OF DESOT CLUED DRIVE
' - OFS IMDB is Uiit}fM CAl,�k111 N otl�rls'00' W DER M.D. 18/yS
M $ All
(RANCOR PART NO. PF1--08 WITH POLMT£R
KNITTED FABRIC SOCK PART NO. FW-000-08
OR CITY APPROVED (EQUIVALENT
j/ 1 C�
tf "�
A ROVIED FOR PERMITTING: PLANNING Abt ZONING COMPLIANCE:
0 ARTUNG DAT D LA Es ANS DA E
PRECISE -%Oj*""�'ADIN-G PLA'I'Nj' OUIL NG AND SAFETY DIRECTOR MMU !TY QLVELOPfiMF.NT DIRECTOR
CiTY OF LA QUINTA CITY OF LA QUINTA
FOR
GENERAL NOTES
NTE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND TfiE STANDARD
LA 0U'1-NT,'A CH�IROP�HAC-.%,,"vii'C AND NUTRITION CE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD•PLANS, DATE AUGUST
2.1, 20(11, OR LATEST EDITION.
2. IT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC
WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT
ENVIRONMENTAL REGULATIONS DURING THE LII:E OF CONSTRUCTION ACTit4TIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
3. IT SHALL 09 THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF
STATE RIGHT OF WAY
t�
CD
J
V
CALLE FORTUNA
L(nLR
® CALLE
CADIZ
CALLE CADI Z
C: JOB SI TE
CALLE BARCELON
.,._...
TWSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE -
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES.
S. THE CONTRACTOR SHALL NOTIFY THE CiTY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR
CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS,
8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL .
DEIERLIINE: THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMENONG WORK, HE AGREES TO BE 'LLY RESPONSBILE FOR
ANY AMID ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY A'1D ALL.
UTILIVES.
7. THE CONTRACTOR SHALL BE RESPONBISBLE FOR THE REMOVAL, REPLACEMENT Oit RELOCATION OF ALL REGULATORY. WARNING
AND GUIDE SIGNS.
CL SCALE
A PROVED 13Y THE CITY ENGI EEL. EWER. TRAFFIC
TYPE AND LOCATION SHALL BESHALL
$STRIIP Gi.ET Nil;•GGEENDS AND AVE:ME NT MARKERS.CONTROL
lot -----lot
9. THE CQN*P.ACTOR SHALL NOT DiSTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND
100 100
DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALE. BE DONE+ BY A REGISTERIED CIVIL ENGINEER PATH AN R.C.E. NUMBER
99
BELOW 33,868, OR A LICENSED LAND SURVEYOR„ ONLY.
99
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE
118 98
PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
SECTION A --A
SE AL
09
OCTOBi,R 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM
HO 1`�10'
SATURDAY 8:00 AM TO 5:00 PM
e
VERT: 1Y a4i
MAY 1ST TO SEPTE:MBER 30IM: MONDAY -• FRiDAY 6:00 AM TO 7:00 PM
SATURDAY 8.00 AM TO MOO PM '
WORK SHALL. BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS, THE CITY RESERVES THE RIGHT TO APPLY
FURTHIR TIME RESTRICTIONS AS NEEDED TO WORK OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC
VOLUME HOURS.
CONTT. i0 RETAINING WALL
TOP
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND° DEBRIS DEPOSITED ON THEM AS A RESULT OF 1HE
GRADItO OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
W/ 40 GARDEN WALL ON
(SIP. PERMIT)
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE; V4 H THE STATE MANUAL OF WARNING
g --- -- -- --- ---- - Ins
SIGNS L. GHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
ICNMAP
,0
-106
•
13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION
NOTICE OF INTENT (NOi) V4TH THE WATER RESOURCES
Y II l i
SYSTEM (NPTES) PERMIT OWNERS/OEVELQPE:RS ARE REQUIRED TO FILE
1 � - m°„ 1Q4
CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS
NO SCALE
103 _,,, ,�„ l , ,� - ._ - _ _.1pg
THENATONAL POLLUTANT
CARRIE) BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD.
102 `" - - - `-' - - - -102
c AS NECESSARY SUBSEQUENT TO PLAN APPROVAL BUT PRIOR TO
14. THp CiTY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS. . ,
lot _ FF -- -..-- --- -- -- lot
COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE
CA A THIRD PARTY VATHIN THE IMMEDIATE' VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT iT-IE
�p p [L1
j l�l COMPANIES
V I jy1Y
100 - - -�- -- -- • • -- �- -10{?
CITY
DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPR01r£D. ALL. COSTS. INC ON 0 TTI1T NOT
LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT Or: ANY DESIGN REVISIONS SHAD. BE BORNE 8Y THE
760-398+-2651
Ia�,.VaW.®®
� .-.. gg
138 - .., _............... _
IMPiROVi!MENT SPONSORS,
IID 1--000-•303»-7756
go- -- _7 - - _ ._. 98
,
15. THESE Plkt�lS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (ts) MONTHS FROM DATE OF API'I20VAE.. THE iMPROVEMENT
VERIZON �-�80Q--4ai--S®0O
1 800-427�-2200
THE GAS COMPANY ""
GROUND
87 ...» .r '_, "..'"' �....... .""" �
SPONSOR SHALL BEAR ALL COSTS AS$OCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO, DESIGN AND
(Mi'ROVEME'IT COSTS, TO AFFECT COMPLIANCE YdTH ANY NEW CITY STANDARDS, ORDINANCES, OR 1.AWrrs AND REGULATIONS,
TIME WARNER 760-340-1 12
so --- -- •--' -- -- --- -- --� sag
ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE.
T`
COACHE VAII.EY WATER DISTRICT 760311L3 2
-- -_-
- - SECTION C-C
Is. CAS ACTOIv SHAAE-L_KE riO'V AND REPLACE E741S1iN!G SIDEWALK AS NEEDED -At ALL LOGATf3N5 Wi{Ef2>r IT IS CRACKED, LaNEVE�!
_ AT Jik,"�is. 0R OTHI;fiWISE DAMAGED. PURSUANT TO STRIEM & HIGHWAYS CODE SECTION 561'0. THIS REQUIREMENT APPLIES TO
-_-
SCALE«
ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. .
HORIZ. 10-1O'
.
RING AND COVER WITH L.OW"O
VERA 1"-4"
.
DEVICES PER R."-C, STANDARD
DRAWING NO. UH 255.
,
NO. .14614 NO
EXf'ins $--31--07 I� ��������`����\`��~�\���`
CIVIL.
L:ONCF' SLURRY
4! MIN DEPTH
PORPOSEO W PVC PIPE SO=
PERFORATED PRECAST" LINER 480 ED + 54" 00
CONCRERING - CENTER IN HOLE AND A
5 CTIONS TO MAXIMIZE BEARING SUR ACID UGN
MIN. 6 DRILLED SHAFT
ROCK --• CLEAN AND WAS14E Do
SITED BETWEEIN 3/4 AND 2, TO
BEST COMPLEMENT SOIL
/ CONE)ITIONSm A NON -WOVEN FILTER
FABRIC PER SEC. 88-1
STD, SPEM SHALL BE USEDAL
BETWEEN THE: WASHM ROCK AWD
UNDIS-WRGE D. SOIL.
xoTEs.
ALL =POINTS A60VE IRE LEAMIG AREA SHALL. BE. UORZAR SEALED INSIDE AND OUT.
MAX, PERCOLATION RATE = ! //4R, OR HALF OF AN ENUNEERF.D PERCOLA7101U TEST P To 5' R. MAX
NNE SURFACE AREA FOR PERCGItATION MAY BE THE OUTSIDE AREA OF WE GRAirEl. (y8.5 DIAR. TY )
THE HIGHEST Ri1NOFF FROM A 100 YEAR FREQUENCY STORY, No MATTER MIA T TINE LMO H, SHALL BE
UnLIZEO WjEN CALCULAnNC 111E STORACE CAPACITY NEEDED IN A DRYKLIL
0
BENCHMARK ROTE: ,..�
SUBTRACT 56,54' FROM ELEVATIONS 'SHOWN TO OBTAIN
CiTY CF LA QUINTA ELEVATION BASED UPON BENCHMARK{
PO--102--70
TGTON ST. AND
V NORTH BEHIND
FLUSH WITH LAWN
i
41921 Baa M M
SE€tsA
Porn Dow;,, Ca 922If
ENGINEERING, INC.
Consulting CW agbleers &Sur Y"
PREPARED BY.
,rww
R } 14614
A PROVED BY:
l
or
OTHY I. P.
PUSUC WW i TORY/CITY EM
DATE:
10--�-- CA�a1E'Nd_W�SITS
145 - ..PN_JF PHiMTY UNF_
104 ��LQCK_WALL
- WALL
PROTECT IN PLACE
103 -- -.� -" -- -' •INSTAtC 11r GRAVEL/SANO FILL
102 - i . WCIr-- -- BETWEENWALLS AS APPLICABLE
FF
101 --� _ .. -100 68
100 -- - •#I _.... _ _
so
,..
gi3 - PIPETEX GROUND
97 '8 COSST, RETAINING WALL
PERMIT)
SECTION B--B
SCALE:
HORIZ: 1 ..Iw
VERT: 1"=4'
NOTE*
THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY
CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS. SPECIs:ICATIONS. AND CODE
WITHIN THEIR PURVIEW.
PIN L' . � i l...: ' �I•:\t r ti vur'• 1.1 i m :-'•,` ►
SOILS ENGINEER'"IT I"�' ° `" '%.•. :t;, _ C1t�A
r d WONi1•_v
$ Sr... Wei r
'PIE =rc•Ut:,:l'Y cl � � .,'.
..a.
I d'►II °.4I:. �:': ' 1.'. • : =RiI«�4: `•.: r`I.t.A.Tlc,yS C:, M» No. C 3'!�!32 W
.1 c�;expljqwl
2WER
EXP. DATE: 3-31-07
Cirf OF LA QUINTA
71 U 0 to
� AWE
EXP. DATE 12-31-05
OATEM. . By ..I OEcSCRIPTION APt?'D DATES
R E V I S 1 0 N S
PAVING NOTE
1. ALL UEDERGROUND FACI'i-ITiES, INCLUDING SERVICE LATERALS, SitALLBE iN PLACE WITH TRENCHES
COMpACI'ED A11D TESTED IPRIORTP BASE GRADE INSPECTIONAND PAVING. THE CONTRA6T6RASK4L °
SVSMI'TWRITTEN EMDEEHCE TO THE* CRY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR iNIXCA71NO
7HE SUBSURFACE; PORTION OF THEIR UNDERGROUND FACILETIE9'HAW BEEN INSTALLED AND
ACCEPTED.
2. A SEPARATE PEEWIT IS 11E0WRE0 FOR ALL FXCAVATIO14S WITHIN EXiOTiNQ ROADWAYS AND
TRAVELYWAYS, LAN CLOSURES AND DETOURS SHALL SE POSTED, V ELI!,4WEEOANDUGHTEDIN ,
CONFORg NCE WiTH THE CAL.TRANS" "MANUAL OF TRAFFIC CONTROI:S FOR CONSTRUCTIONAND
MAINTE: LANCE WORK ZONES' AND ANYADDITIONAL REQUIREMENTS DEEMED NEC96MYBYTHEr
CITY ENGINEER
3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALLOE INSTALLED IN TWO (2) OR MORE
COURS£8''WETH h{I)( DESIGNS'imir CONFORM TO SECTION 400OFTHE REVISED STANDARD
SPECIFICAT OTIS, COACHEiLLA VALLEYVER$ION (GREEN BOOK), NDTED AS FOLLOWS:
WFA LING COURSE (UPPER CCURSEY IIIA•C2 ARAM
BASE COURSE: (LCWER COURSES) 0113.83•AR-40W
TE•IE WEEARINGCOURSE $HAIL 'BE AO.1 FEET THICK, THE EASE COUEtSE(S) SHALL CONTAIN THE _ ...
BALANCEOFTE41: REQUIREDASPHALT CONCRETE THICKNESS.
4. MIX 'DESIGN REQUIRED: SEVEN (?)DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS. THE
CONTRACTOR SHALL SU8M1T FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENIEFMG
THE MIX C'HARACTERISTiCS SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE
(VMA), AIR VOIDS. AND 3-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX
TO ENSURE 71MEx.Y APPROVAL, THE COWRACTORISUPPLIER IS ENCOURAGED TO REFER TO LA
QUINTA'$ DEI31GN MIX APPROVAL (:HECKUST (FORM F092) TO ENSURE ALL REQUIRED LA13 TESTS ARE -
PERI=O3fK MO, CERTiFIED. AND SURMIT7EDFOR REVIEW.
& ATACK COAT SHALL BE APPLIED TO MISTING PAVEMENT. P.G.C. SURFACES AND 7HEA.C. BASE
COURSE:, IF TRAFFIC HAS DRIVEN ON IT. THIS TACK COAT SHALL 811 SLOW SETTING ANIONIC
EMULSIFIED ASPHALT TYPE 'SS-IH' CONFORMING TO SECTION 2M OF 7HE STANDARD
SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF O.t
t3Al11'D.
6. NI+W NPROVEMENTS 1HAT JOIN fWSTENo IMPROVEMENTS SHALL JOiN OR MATCH IN A MANNER
SATISFACTORY TO THE CITY ENGINef-R. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A _
SAFE, DURABLE, AESTHETICALLY pLEEASINGTRANOITION 13€MEN IHE: NEW AND EASTING
IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL. REPLACEMENT, CAPPING. AND/OR COLD
PUTTYING, AS NEEDED,
1. ALL MANHOLES AND VALVE BOX FRAMES SHALL Be ADJUSTED TO FINAL GRADES AFTER PAVEMENT
INSTALLATION IS COMPLETED.
11. THE CIIR8 SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL. LOCATIONS AS nt
FOL LOWS: V FOR SEWER, 'W FOR GAS, AND'E' FOR ELECTRICAL POWER .
W
ev
LEGAL DESCRIPTION: ASSESSORS PARCEL __NV:
710-155--010
LOT 10 8LK fi "
DESERT CLUB TRACT 1' �
M.B. 19/75 z n -
0 U u
OWNE�DEVELOPEf�: _ SITE ADDRESS:
51350 DESERT CLUB«••�•-------
DR. JOHN R. DIXON Q1 i Y GE U% QUINTA
51350 DESERT CW0 DON H. KRAMER Plan Set i`i4.
LA QUINTA, CA 922: CALIF, LICENSE# 802127
(760) 555-5555 Cell phone# (760) 275-5154 C
FEalx# (760) 776-5065 ..
I ORNIA E
OF LA QUINTA ��. F S H 1: T
UINAUTHO 1Z 1) CHANGES & USES. IN ,
resilerprepthese rab w not be
responsible r or liable to, unauthorized PRECISE GRADING
ppDA PLAN � .
Qhanges to or uses# of these plane. Ail ahenger
to the plans must be in writing and must be VUP 2003-019
approved by the preparer of these planar. OF-. -SHEETS
LOT 10 etx 6 DWG. NAME
R7AN SCALD: fo• MERT CLUB TRACT 1
IGNED ,ROB NUMBER SI.CTION 6, T.6 S., 11.7 E., S.B.B.M, . _ FILE NO.
DAN 05-2982
gct�11 OAIE J�--21-05 FOR: DID. JOHN H. DIXON
%#fH LEE/, 1-4-06
s _I
4
......O.O.M/I.N W a.Y...B..A•.. W W W W w..Yli..l....01► ....OI...•LL." W Mai W - . BOW W w ..... w �BI�11A AI..Y.�P.My1 w . ...1.®IYI� W M�..�.I�IB. . w w W
I�clsnNa wAiER LINE
-- s S -------•-- - ------ S �..,�.. g �.,.�..... g ..._.....r �.._..,� s ,...� ........�. S 3 e..�.._.... g ........... w____.__. S ,.......�.. S ..�...... s ,..,........o .w....._. , �...._.... .� .«� �.....,..» s .....,�
MSTING SEWER LINE
T.B.M. 99 87 99.63 (9. 5 95.47 V
99.34 99027)
aa.aa
DESERT CLUB DRIVE. w AROUNHANDID
AP E
ESS SAWCUT AND REMOVE EX, CURB AROUND DRIVVEWAA
Y '
9 � AND CONST. DRIVEWAY APPROACH PF.it ADA STANDARDS � �
„�, ETgSTiNI3 POWER POLE PER C.L.Q.STD. NM 221 NEW LOCATION 1.0
v
Iwo v x � PROTECT IN PLACE FOR EX. STREET LIGHT .,.
EXISTING
001 u STREET LIGHT .tea►., rn 99.68) TC 99-95) Fi. Q 8E RELOCATED T
59) TC (99.5& TC (99.33) TC
'" '1 .., EXISTING CURB #C GUTTER (99.19 Ft. 99.13 FL (99.04 FL ( )(sa as FI.
PROTECT IN PLACE ....r -� ....r _�. ................� ,.� �.. ......
a/
3 a c EXISTING . _.... .... ...�.. •.�... .. ....... �... ....�. ....�....... .... _. ........ _.._. '.....r ....... ..._.................•._..
WATERMETER ✓,,.•" ....._..,..�.. �,.. _._..._.. ._.�..........�.. ____ .w B.... _.. ..�.. .... �. _ _._ ®.. 4 �._.. ----�, ..�..,.._.... .,..•.. �. ._._. �.,...
ai ai a" Ci' FJG SIGN qg 71 99.73 RAN ° S• E)gSTTNQ POWER POLE
}
3 1 //2" MtN.
ATTACHMENT F
STEM WALL. AS REQUIRED
HEIGHT VARIES
r
a1 � IJtISTING SIUEWALK F 93.68 8.$5 , Q. "
N0Q'05'00"MI PROTECT IN PUKE oN ..»...r 4 �! 99.44 PROTECT IN PLACE ...........8...... /_18'x 12 x 18GA.
m � .0--, '0 i4 ® REFLECTIVE PORCELAIN ENAMEL
rn o rn -' k g $ I' ". gg 9 .7O TQ ' •....,..•• - SIGN WITH IDENTIFICATION PARKING*
OK
1$ D0..
c» es II � w % p 3:1 SLOPE vi # c� vI . ` . 1 ,� �' e �--••^••�► d of IA e � SYMBOL, BOLT Tt? POST.
� gg • 86 ROOF ,��Of 1Oti. TC IY CF .«, ®s +b' 9 87 ' a m o s �,. PROVIDE Tl=T.� NO
RE N19ON LTA IN 4 F5
/ ETL:NTION BASIN HGLs99.o DOT-98.0D ! L)VE ANa 9. F5 1 99.6Fa Sa 1d0 O fG 8"x 12 x I8GA.
r"9>Si1R1 •` ! a. ° t1" Ct: a/S. 8 80 FS - - /R
9 �. 4• REFLECTIVE PORCELAIN ENAMEL
3 / ��yy�ry ey -� r..--_...... ,.,u, •..' '"• 99.a e. n ° e 99.5 FS ° I D °ts t�i� oo SIGNAGF SlATING "VAN
100. TC • ° a • ° �' a ® •- a>• PARKING ONLY
y (Iva 99 .. r (1 e 4 a. . a 4
4. 6
.•. n a � a 8 R.U. (P.F. � R.D.) STD. PLAN 1417
9 .OQ TO ii '''� 8 e. .3 ° 4 a 18.Ot1' e x
o tOt}»37 A o. 4 c • 1Q0.37 ' TyP. p ® 4 a ® PAVING
a
s tI F�° .......► .".....,-+ FS � a --• ..," •..._ 1 as ss 5 13 " ° 4 A . o i I W �
o M ' 106.Q TW 1 O I1fiT EXISTING LIGHTS c� ��, K ' r► ° 4 ' ' 99.3) P '
w 4 � }- 9 • 1 7 TO BE REMOVED ' °• ,� . Q P' e a ° V_v lot ° ( ® ® w
F �, ° °� ° 4 a .I ° D 11011.4 ACCESSIBILITY SIGN �)
W . LOT 10 s ° D �, " ° {� 0.39x a 99.8 FG
s s •.r.,» 9ZT
e�^r I ' t fP.10 ACCESSIBLE ROUTE EXISTING RESIDENCE a aI►� ie 4 s ei I 11
o awl v S OF TRAVEL. (100.40) F.F. oA4 s • ® 4 t.
ACCES§IBL.E RdUTE e 5 5
s a I to a ! 4 s OF 1Tta111t±1.t�► ° :1!~ UE 12"
se �'� 98.61pINV.S ® OVERVHANG
25.
/ a vi 4 a "+ ® 3.7` 100.4 FS 13 s 2 NS 4 1 ° tOT>,46�FS
14.51) ,i; ; 4 d 4 ® % D CF P.
a ® (100.2) `� aaaaaaaoaoIgo ao as oa al a aaa o a o a a a o is t10. FS
100.37 too5 �� q
•.FS t00,59 PLANTER � 0JaL
4 FS VA 10Q.& L�S
4 +� a `, ' • FS ` s " 0 1.73AI 100.59 C 98C4 TF
FS
as r 4to 100.59 4
° �FS (99.Z)
TV
" F ' z (98.8) -
a4 X a X AC
° a o3 j , ® A ``4 •^••ap•t: s......
Del/�
(
PPAeD24Ta • SaQ I� 9A�
�"
(99.7'00H1) (99.7) PROPOSED BUILDING
99.9) TRAS- 10043
°4a CTE.6PAD - 10h18
of ►®6�� e 4 �` `!a 4 d� 4 D it
(k 1 a3 AC
0.34 S PAD
t 8.2 TSN
,/f F }}
aim a 10.7' 1 (99.4) �' ® '+� a c3 0 i'ADI
x ... ��•..� > o '' 10059 10F.69 4 1 0.89 10f.47/
twmn - A
n4ow0-__ ��,
•4 a
TYP. ago N s °
'• V -
N (99.v3
A � �� � � ==:s:�t �tzms��t '::x���rx�aast� T•T
LANDSCAPEPUWTEIi 90-7 LANDSCAPE PLANTER
w..-'Tll'0.0.99.18 (104.6 L 77' tOl3. TV1i '° •
.2 T11Y-01 106.Z TItiI 99.9 FG T.W.�`�`"� EXISTING BLOCK WALL P.L.. �
9 iP 99.1 F LAX. TREE PROTECT IN PUKE gat TF g
. F 88.$ TF PROTECT IN PLACE END V RETAININ C WALL AND
SI:TWEINTALL 1 WALLS�A}SPL,LCAttI: BEGIN 1.6 RETAINING WAD.
P i EXISTING RESIDENCE W/ 4,IV !GARDEN WALL ON TOLD �
is a c (99.67) F.F.- (SEP. PERMIT) -
3 CONSTRICTION NOTES: t
(} INSTALL W PVC PIPE SOR35 0 tx MIN. SLOPE -- 332 UN.FT.
(9) INSTALL VANGUARD COFFSETTED TRUNCATTED DOMES PER CBC CHAPTER 1113- 57 UN.FT.
I.Z" SQUARE
ra rnmev a~ P.c.c. mcm 4.5~ C.A.n s,ann SQ.FT.
® CONST. SIDEWALK PER C.L.Q. STD. 240 (2500 PSI, CLASS C MIN.'-1,420 SQ.FT.
(D INSTALL 6" YARN? DRAIN N08140 - S EA.
Q INSTALL 12"02! CATCH BASIN NDS/1200 W/ TRAFFIC GRATE I EA
CC7�J CONSTT, 6' HIGH BLOCK WALL. (SEP. PF.RMM 270 UN.I:T".
rMINSTALL• 3' tmnv C4NC V-GUTTER PER Dime HEREON SO UN.FT
IRON G dL 5 DECORARVE
DRNN
(� INSTALL CONCRETE PAVERS
931 SQ.FT.
U08L
Box
°i
O REMOVE 1/2 BLOCK FROM BOTTOM COURSE
...�.,�, I TEA.
tuo
S.
�-,..
.•»:, :.:. �.., -»
....
TO ALLOW FOR DRAINAGE
.
4
00
tQ INSTALL ADA SIGN PER DETAIL HEREON
--------.2 EA.
a
GRAPHIC SCALE
� INSrAU HMORAIL PER CAUfoR M IDIMAW ACCE$VULITY-.--.----.
2a L.IN.FT.
•
p
GIAVE HOOK RO Na 43438
18" PERF ORATO '•
`t
Qo
6~ ASS DRAIN PIPE AT 19: A41N. to a
is
a0 43 PAINT DOUBLE HAIRPIN STRIPES FOR PARKING STALLS -----•-----•--------.-
15 EA.
CONCRETE WELL
o
°0
0 INSTALL. CONC, WHEEL STOP
7 F.A.
�-a
INSTALL FILM?
0
aa
" ROCK
0 INSTALL. 6x4x2.5x2.5 FIRE HYDRANT PER C.L.Q. STD. N0.
630 (SEP PERMIT)-- 2 EA.
FABRIC
0
0 o a
to ( IN FRET)
0 INSTALL 8" ROUND CAST IRON GRATE NDS#21
1 EA.'--
NO. 14614
RES 3-31-
LEGEND;
-LATH AND PLASTER
WEATF►ER-RESISTIVE BARRIER REQUIRED
'TO LAP THE WEEP SCREED ATTACHMENT
FLANCE
-WEEP SCREED
4" MIN, ABOVE. EARTH
2" MIN ABOVE CONC./PAVEMENT
STEM 'WALL DE�'.�>�L
I' RISE
,P
. •_
*• • 4' SIEL PfPE, SCN. 40
.
j Is
COPfCifJE i7ttEp
°•' CONCRETE Foe=
te
4' CONCH# E BOLLARD
NOT TO SCALE
i
. i
M NOTES:
1) HANDRAILS MUST EXTEND A MIN. OF 12" OF LEVEL DISTANCE
%ALL.EL TO LANDING SURFACE) BEYOND TOTS AND BOTTOM OF
T1I1�1E RAMP ENDS BEFORE THEY ARE RETURNED
2) HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH A
DISTANCE OF 3-1/2" FROM EACH SIDE OF A RAMP. OTHER
PROJECTIONS. SUCH AS TRIM AND SIMILAR DECORAIIVE
FEATURES, MAY PROJECT INTO THE REQUIRED WIDII1
1-1/2" ON EACH SIDE
3? VADIH MUST BE 48' MIN. UNLESS OCCUPANY IS 300
OR MORE LIEN 60" MIN. WILL BE REQUIRED.
A% UMCOC TLC CVTCMCIAA1 AC TLC LIAmnoA11 at Tur mar/`TIAIi
4A'flON
SMOOTHLY
FF
FINISH FLOOR ELEVATION
EXISTING CONTOUR -----
---- (100)---w----
I -
FG
FINISH GROUND
PROPOSED CONTOUR
100 -----
FS
FINISH SURFACE
EXISTING ELEVATION ......
(100.50)
GB
GRADE BREAK
FINISHED ELEVATION .......
101.50
GF
GARAGE FLOOR
DRAINAGE SWALE -�►--• •
• •--• • • •�~• -----
HP
HIGH POINT
PROPERTY UNE-
--- ---- -�---� R
PAD
FINISH PAD ELEVATION
CENTERLINE
-�
PA
PLANTER AREA
RIGHT-OF-WAY (R/W) ---°--
--' --� -�--'
PUE
PUBLIC UTILITY EASEMENT
EXIST. SEWER LINE --------- S-------•---
TC
TOPOF CURB
EXIST. WATER LINE -----~-W ---------
FL
FLt3WLINE
EXIST. BLOCK WALL =
== = = =
RETAINING WALL
0 o0a o 0 0° 8 I intsh :a aO It. x - INV INVERT
INSTALL BUBBLER/DRAIN BOX PER DETAIL. HEREON •--•-•-•- 1 EA. 1" Min. 1
( ) 24$ LlN.FT. 1`$ Uns 3 `'` TG TOP OF GRATE SCREEN/GARDEN WALL..
CONST 6" CURB ONLY PER C.L..Q. STD 2I0 MnDFIF.O 6" C F.-•••�•--- -- -•--�• --•-•� -�-- -••-�- -•-- r e �-
7i f8,r 8 • . . y • . .::• : TW TOP OF WALL ROOF DRAIN CONNECTION
6 0 INSTAL. BLUE P.P.M.PM® 6' (OFF CENTERLINE ------...••..- 2 EA r •° ' : . � . • ' p , : , �1: � ... , . , s ` L Y
CBNST. STEM WALL AS REQUIRED PER DETAIL HEREON -••-•••'-------.-- . " : a' , '�° ° '= s ..••.a•p' .9 s.. s . 4 , TF TOP OF FO011NG .
B�BB�E r� lQ TOS TOP OF SLOPE CONCRETE FINISH
�N QUAIL 4) INSTALL DRYWELL. PER DETAIL ON SHEET 1 2 LEA.
NO scat+: BENCHMARK NOTE: _ ► _ ' , `, � , °' � � eoS BOTTOM of SLOPE
CONST. 1.5 RETAINING WALL W/ 4.5 GARDEN WALL, ON TOP (SEP. PERMMT) 45 L.INST. WS WATER SURFACE ACCESSIBLE ROUTE
SUBTRACT 56.54' FROM ELEVATIONS SHOWN TO OBTAIN 0 CONST. V HIGH RL TAINING WALL. (SEP. PERMIT) 72 LIN.FT. ConCre e -Gutter OF TRAVEL
CITY OF LA QUINTA ELEVATION BASED UPON BENCHMARK 0 INSTALL V CONCRETE BOLLARD PER UETAIL-•------•-- 2 EA. We CLASS "13• CONCRM ADA PATHWAY _....
PD--102-•70
N. !. S. 3000 L OS.
BENCHMARK: PREPMED 9 • DATE: of . IN THE CITY OF LA QUINTA, CALIFORNIA S H E E T
The a Iaeer prepaving thee pleas KiII. not be
LE R T BENCHMVK NO.: PL�•�1D�--lo f PRECISE GRADING PLAN 2
'Lbw•+► �-, �G...... rcha�t�es o or woo of ihe� pie�� ALL ahainges
JOHN H. HACKER to the plats must be Ore Wrlung and must be n
LOCH 170 N.
NEAR 1HE LNTERSECOFN IaF 50, 4 ' NO H AND 419221 Ilt umHN Phone. 760.779QW R O.E. NO 14614 EXP. DAM 3--31- 07 approved by the pxeparer of these plans. YUI' 2003-019 OF_�L _ SHEETS
plp�," TOLL � AVE. so 315• WEST 0s� AVI:, so, aa• NORTH BEHIND � .
CURB. &1Y SOUTH OF PP J29880. FLUSH WITH LAWN SU19A Fax.'i6Q77MI43 .
1-800-227-2=0 v. ,� . y�� PWO omit, Co. 92211 E •1 i WW«9 AP ROVED. LAY., CITY OF LA QUINTA DRAWN SCALE LOT �®B .K G DWG. NAME a
is d la DAN pro DESERT CLUB TRACT
AT LMI r Two DAYS s 5 ENGINEERING INC. �' umow 9 xu BEit S.B.S.M.
BBIi'UA YOU DiQ CENTERLINE OF DESERT CLUB DRIVE - ' OmY q A, . P.E. DALE L3A LlY LIESCMPTIQN APWO DATA DAN D5 2sa2 SECTION 6, T.6 s., R.7 E., FILE N0.
N OnWOW W PER M.D. 19 S CmulGn CiWl ,EI I&GOIS $ Surleytlrs UBUC S ®I ORY®G�TY ENGINEER - CHECKED DOZE 3 2I �03 F� DR JOHN R. DIXON
$BMW ALIS#T OF SOUH01 CALICO M 9 R,C.E. No. 43 EXP. DATE 12-•31--06 R E V I S 1 0 N S �h+%I RE . N-4�•!18
1: