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SWPP2018-0001J 1. ALL NXN SHALL BE DONE N ACCpiDW WITH THE LATEST EDITIONS OF THE STANDARD PINTS OF THE CITY OF LA GLWA AND THE LATEST EDITION EDITION OF THE STA DARER SPECFO706 FOR PANIC W MALS COTBTIRWTION. 2. IT SHALL BE THE ImY016BILM OF THE CONTRACTOR TO APPLY TO THE CITY OF LA MMA PUBIC NNS DEPARTMENT FOR THE NEDESSAR' PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPUM CE FOR ALL CUBFNF DAMDNIENTAL RERI ATIONS DBMG THE LIFE OF CONSTRUCTION ACIPAIES FOR THE PRDIEW, ADDITIONAL SITDLS AND/OR PDMS MAY BE REOLIED. 3. THE CONTRACTOR STALL OKM ALL PDMS AS REQUIRED BUY THE CITY OF LA PINTA DL OVER GIMI IMG AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA OUNTA PUNIC 111011103 DFPARWIT FORTY -DIGHT (48) HOURS PRIOR TO ANY WAN, MOM. OR CLEARING AND EACH PHASE OF CONSTIWTDN AT (780) 777-7048. 5. THE LOCATIONS OF OEM UNDERGIROW UBRES ARE SHOWN N AN APPRO)MV WAY ONLY. THE CONTACTOR SHALL MIRK THE EXACT LOCATIONS OF ALL DEW UTILITIES BUM COMMENCING WOW. THE CONTRACTOR AGREES TO BE FLILY RESPONSIBLE FOR ANY NO ALL DAMAGES *0 MDT BE OCC OND BY HIS FALINE TO EXACTLY LOCAE AND PRESERVE ANY AND ALL UBRES. •a 1 1 1 '.sr r- I r I r. �- ` ii` P. i• •"`I "i i; IIr`: ii"• ' T^ 7`"i `.1 -]' i• ii"A• '♦ 1 ]I 11[11�� 1' 11'1 1 � .1 . 1 IF IM '9 1 1 rl • 1 1']' 1. 1 ] r l it •] 1 1 'i - �i C]' � • - 'i '"i' i • .'i I'f' 'l i " i P^' � 'A'i " �S:3t:^FM6N:;7Ciu�ITSII'"Ii W"t`""1:\� i• 1` 3017 iliS `':YL a,•I :."i `r: " • i'• ]1 1 IF' L ♦1 r. ♦ r. 1 • r , r 1 i rs, r • r. r-- . 1 r-. • 1 A r 1'.I r 1 12. CONSRICIION PROJECTS DISIL IN MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLURAR DISCHARGE ELIMINATION SYSTEM (!PEES) PERMIT . OONElNS/OEV4IPDS ARE MM 10 A) FILE A NOTICE OF INTENT (1101) WITH THE STATE WATER AESaUICES CONTROL BOARD (SM); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SINPPP), NO 00 NAVE MONITORING RAA FOR THE SITE. 111E NPOES S A !ATONAL PROGRAM TO CONTROL NON -POINT SOURCE POUNA NIS CARRIED BY =0 WATER. THE TR06PoW S IMPLEMENTED AND ENFORCED BY THE SNNC& 1. GRN4L BAGS ARE ENCIXWAfIED On THE ISE OF SANDBAGS NO MY BE FEUD N AREAS NIDI ARE PAR DMKY SD6TINE TO SEDIMENT DFP ICI!. 2. THE STANDARD DETAIL SHALL BE USED AS SIM HEREON. I ALL PNIIECINE WAKES SHOWN STALL BE N PLACE AT THE END OF EACH RUN DIY NEN THE FNE (5) DAY RAN PROFYBNJIY FoREC/ST DMN FLXTIT' (40) PERCENT. SILT NO ODER DEBITS MST BE RELDJFRED AFTER EACH RAINFALL 4. ALL MEAS NOT SPECIFICALLY DESIGNATED AS CHEMICAL APPLICATION OR BARELY ROOM SHALL BE WATERED BY TRIAD( AXIL PERMANENT STRUCTURES NO/OR PERMANENT LANDSCAPING S COI6TBICIED PER LANOSOWE PLANS. WATFAIIG SCHEIM TO BE DEPENDENT UPON CONSTRUCTION TRAFFIC, TEMPERATURE, HNAMDDY NO 00 VELOCITY. 5. DEVICES SHOWN ON ALL PLANS SINAL NOT HE MORED OR MODIFIED !ROUT THE APPRWAL OF THE ENGIEDNIIG WSPECFDR. L THE CONTRACTOR STALL RESTORE ALL EROSION CONTROL DEVICES 70 NXNNG ORDER 70 THE SATBFX70 OF THE CITY DOW NO EACH KX-*T PRODNICANG RAINFALL 7. THE CONTRACTOR SHALL INSTALL NOHONAL EROSION CONTROL MEASURES AS MAY BE MUG BY THE CITY ENGINEER DINE 70 UNCOMPLETED GRADING OPERATIONS OR UIFpiESEDI CNDLSWICES RICH MAY ARISE. & THE COTRAC CR SHALL BE RESPONSIBLE NO SPIALL TAME FECESSARI' PRECAUTIONS TO PREVENT ROM TRESPASS ONTO AREA WADE DPOINDED WATERS CREATE A HAZARDOUS CONDITION. WAD EROSION CONTROL NOTES I. ALL IDFUNIED GRADED AEE (SLOPES AND RADS) WILL BE SPRAYED WITH A POLYMER COATED WITH GREEN DIE 2. POLYMER COATED ALFAS WILL BE PROEM SO AS TO REMAIN INWIIWBED TO MITAN THE INTEGRITY OF THE COATING, I ROT OF WAY FENCES WILL BE OWRIIC'I D AT LOMIONS METED ON THIS SHEER NO WILL IE1AN N PLACE LINTL POW" LANDSCAPING S NSMLLFD. 4. THE POLYMER COATING WLL BE INSPECTED AFTER EACH MAJOR RAINFALL NO REAPPLIED AS NECESSARY. 5. PERMANENT LANDSWW0 WILL BE INSTILLED AS SOON AS RRACTIG1L 8. OIIIID WADING OPERI1110115, AMPLE WATER TRIM WILL BE AVMMIE 24 H OM PER DAY MINING SOIIIOINT WIND STORM EVENTS. UNDERGROUND UTILmES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON ME RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME UABIUTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1. SOL STA9lRATION SHALL BE AOCOIPUM BY CHEMICAL APPLICATION !NIL PDAMNEIT SIRIICTJRES AD/OR PERMANENT LANDSCAPING IS CN61RI1CIFD PER LANDSCAPE PLANS. 2. ANY AREAS NIDI ARE NOT MISS GRADED NO LEFT LINTOUCHED BY CDaTRUCTION HILPNENT ARE RAW TO BE S ABILRED BY USE OF OUST CaNTROL LETIM & !SPEW SOL SFARM NEM 11EDLY NO NEER RAN FOR DAMAGE OR DETERIORATION. 4. SOBILDFD COISIRUCTION DORMICE RUIM PERIODIC TDP DRESSING NIH N1pIlONIL 1'-3' CRASHED ROD(. THE "CET MIC ROAD WILL REQUIRE SHEET SNOPM/0I9006. 5. SND BAG MINERAL ED BE POLYPROPYLENE, POLYETHYLENE OR POLYMDE !NEN FABRIO, WAST STRENGTH EXCEEDING 300 PSL NO LILTRIMET STABILITY DICMIIG 70 PFACENM DO NOT USE OIL" GRADE OF SND STALL BE COARSE SND OR GIRRVI L 6. REM OPERATIONS WILL BE PERFORMED AT LEAST 100' FROM ANY ACNE OR NALTNE SIRFNI BEA 7. WISE OONORM MM EM CUTTING SLUIO', SIRENS, NO SHALL BE CONTAINED N A DESIGNATED AREA OF THE COI6TNILTION SITE SO THEY WILL NOT CONTAMINATE ANY ORMABE CHANNELS OR STREAMS. 8. PROVIDE ISPECIINI DIECDISF TEST, REFERENCE APPENDIX 1 OF So" REPORT. & NWEWION OF 2.1 SLOPES TO OODIR ON A WEEKLY BASS OR LATER EACH MAJOR RMFAIL EVENT FOR DAMAGE OR OE I ORATION. 10. INSPECTION OF SEDIMENT NET CONTROLS TO OCCUR ON A WEEKLY BASS OR AFTER EACH MAJOk RAINFALL EVENT. ALL PROTEUX MWES SHOWN SHALL BE N PUCE AT THE DO OF EACH WORIQIIG DAY NPN THE FNE (5) DIY RMI PROBINER Y FORECAST DICEEDS FORTY (40) PERCENT SILT AID OTHER DE315 MUSE BE REMIM AFTER EACH RAIEAU. BEST MANAGBAENT PRACTICES DENTFICATION BEST MANAGEMENT PRACTICE (BLIP) DENIICAIDN BEST MANAGEMENT PRACTICES ARE DESIGNED M PROW THE STORM WATER NETS. FOR SPECIFIC DETAILS PER BMP, SEE THE RUM REPORT. TATE OF REPORT. STORM WATER POLLUTION PREVENTION PINT COMPANY AUIIDR IDS CO1151L1AD DATE OF REPORT: THE Fau0BN6 BPS MIST BE EQUIVI EINT TO STORNMATER OUALRY HAIDBODS CONSIRIICIDN SITE BEST MANAGEMENT PRACTICES (BPS) MAMLMI" SRUE OF CALIFORNIA DEPARTMENT OF TRMSPORTAIION (CAL TVI BHP UICATDN: Wn.-I/WWW.GBNMY l"MCOM/COLS WLIMAW 1. SEDIMENT CONTROL A SILT FENCE (SEI) B SKM BANNER (SES) C. PRESERAING DEUCE VEGETATION (E2) D. WA MUCHI (EC -6) E STREET SNIDNG AND WGU MOG (SE7) F. WAD EROSION SIALL APPLY TO PM10 PLAN O STA = OLIISTNICIDN ENTRANCE (RC1) 2. NON SOMI MWAGEIEIF EIMPS A WATER COHMNMITON (NS1) B. DEWATERING CPERATIONS (NSJ) C. PARD AND GRINDING OPERATIONS (NS3) D LUCIT CMELTDN/DSCWM (NSE) E POTABLE VIAMV TNM (NSI) F. VEHICLE & EM PMENP 1. MEANING (TSB) 2. TIEING (NSI) 3. MAINTENANCE (NS10) G. CONCRETE CURING AND FLASHING (NS12 AMD 13) 3 WASTE MANAGEMENT L MATERIALS PODUTON CONRDL A MATERIAL DELIVERY AND SIOMLE IWMI) B. STOC PWE MWAGUMENT (HIRE) C. SPILL PRUMITIONN AND CONTROL (WY4) D. SOLD WASTE MANAGEMENT (NMS) E NVARDOIS WASE MANAGEMENT (VA) F. CONTAMINATED SOIL MANAGEMENT NO O CONCRETE WASTE MWLGBEiT (HAM) H SNIMM'/SE M WE MANAGEMENT (WY9) L LOUD !SIE MANAGEMENT (X110) NOTE, ANY CONCRETE OR HIDIID WASTES ARE PROHIBITED FROM ENIDIO A "WED RETENTION BASIN FOR STOW WATER RUIDW SEE PROW WOW FOR POST COISIRIO N BEST MANAGEMENT PRACTICES (OW). PRO.ECT INFORMATION PROEW NYE: THE COTE STREET REDRESS EAST SDE OF ADAMS STREET. SOUTH OF AUTO CENTRE DW TMICT/PNLCFL MISER: TRACT No 37359 TOME PFKL W ACREAGE: 19.2 ACRES L0010 OF WATER SOURCE AND FLOW RARE CVRD F.H., SEE PLAN LOCATION OF KKR SOURCE AND FLOW. CVRD FAL, SEE PLAN MAX DISC YARDS OF EARTH H MM-. 99,790 C.Y. AM OIJT OF DPW.. 0 C.Y. DISPOSAL SSE N/A ON SITE SFORAOE PIES: TED BY OEYEIDPER/CONINACIOR PRIMARY SOL TYPE SILTY SIDS A SANDY SL75 CONTROL MIDGE.. 7110,000 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. In the Cky of La Qtk taW County of Riverside, State of Calfwft Erosion Control Plan (SWPPP) Tract No. 37359 = THE CENTRE BEING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. OWNER / DEVELOPER The Centre on Adams, LLC 2 PARK PLAZA, SUITE 700 RiVNE, CA 92614 PH: 949) 417-1396 COT TORRY LOZANO STATE WATER RESOURCES BOARD 'NAV DDIIFIPAION NUMBER: 7 33C3BTM1 OWNERS TEP E'SENTATNE NAME: TOMO' LOM OWNEM IEPNSENTATK ADDRESS: 2 PAIN RALI SUITE 700 NNE, CA 92014 ONIIERS RFPIRESDRATNE CONTACT PHONE MISER (24 HIOIITS): 949-30-2299 OWNER'S REPRESENTATIVE CERTFICATION I OEM THAT I HIME READ THIS SINN MITER POLLUTION PREWNTIDI PLAN AID IIIDFRSTND THAT I AM RESPOISBIE FOR THE COPUAMM OF THIS PROJECT TO THE 9ffP OCINTRIM PROA90NS NOTED OR REFERENCED HELEN. AS THE AURIORIZED IESPONSBIE PERSON FOR THE MECT I WILL RESPOND 70 SAW COMPLAINTS NIHN THE 1 HOLM LM. I UNDERSTAND THAT SNPPP CONTROL S RUM 24 HIM PER DAY 7 DAYS PER WEER, FROM THE DATE THAT THE PROJECT S F16T MRSED N MY NAY FROM THE MAW VEGETATED CONDITION. AND COTNIE BOL THE TIME THAT THE PROECE SITE AND ALL I PIDVOEIIS ARE COMPLEXED AND THE PRDECF SITE S ACCEPTABLY RE-VESUATED NO PACO. NAME: TORR' LORD COMPANY NNE The Centre on Adome, UC ADDRESS: 2 PAIN RAUI SUITE 700 A 92814 COT RM (24 HOURS} 949-417-1398 Ulu 8� OWNRS A SIGMRURE Sih 44 -fl -. "1 - 1 r wTi NYE: BALE SCOTT COMPANY AIME: BP CONTRACTORS, INC. ADDRESS: 12150 THEODORE SKEET, MGM VALLEY, CA 92555 CONTACT PHONE MAW (24 HOURS} 951-397-9937 LSP NYRE: NNE SCOTT LSP #27145 DESIGNED BY: DRAWN BY: CHECKED BY: I:i PREPARED UNDER THE DIRECTION IF: /^� DATE: 'I EDWARD J. LE XP. DAT 12%31 22 EXISTING RESIDENTIAL M O R S E S C H U L T Z APP BY: sojo,i7��SCALE: Z� PLANNERS ENGINEERS //-t SEE ABOVE B E N C H M A R K: CITY OF U WINTA IDI. BRYAN MCKINNEY, P.E. DATE Y NGS MASS DIA( N LARGE: RDCK, STAIPED CITY ENGINEER ABOUT 12'5• SOUTHERLY OF THE SERUM WRIT RCF NnAOA1R PYP DATP• a /iD/9r»9 DATE: JUNE, 2021 FROM THE C1JFF HOUSE DORWCE. 11 M EXISTING COMMERCIAL WDID 9 7 33C392041 41885 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Suit. 21B THE CENTRE Palm Desert, TRACT NO. 37359 SHF. Voles: 780-87474 -57785776 .b.oftbaxwollk" EROSION CONTROL PLAN OF_SIiT SURVEYORS 10 BEV 94.381 (MNOBT) Y1481, DOWN 0.r, LOCATED P021 PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. CE of xRWNr n1. ACROSS FOR: THE CENTRE ON ADAMS. LLC W.O. NO: «ITCA 2VA I ONE ROWh 1 I• I ; RA 2 BAGS ���►� ----' C eITT43115 Ilk, 4 nk ---------- ----------------- m � HOUGH GILIDE STREET S1R UNDERCUT UNE DIRECTION OF ROW GRAVELBAGS 1 -ROW, 2 -BAGS HIGH ------- -------- ----- --- 11so ©C =111 =.« ICA =1 ♦=- )1. 1 1 ] 1� h WTI OC' A= f• • 7 t UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. In the qty of La Quintal Cowft of Rve dit State of Caffwnk Erosion Control Plan (SWPPP) Tract no. 37359, The Centre BEING A PORTION OF THE W 1/2, OF THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B.&M. �I �I I VACANT �I I TRACT ( BOUNDARYF OF P -10 FENCINGINSIDE TRACT BOUNDARY I I I � Ij II Ru I c 11�I I LU eco I z I jr. ai ca � I dal I Io W 3 I SILT FENCE MSDE OF PM -10 I I --r I I I I I I I I I PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN BY: — L 0'p QB FLEEZ, I I I 3 SILT FENCE INSIDE / I OF PM -10 FENCING TRACr BOUNDARY -T _ _-----__-------_; II L_ I I I L _ IXISND CONCRETE BLOCI( WALL CHECKED BY: EXISTING RESIDENTIAL PREPARED UNDER THE DIRECTION OF: DATE: ul 24 MWAKU J. LLNIHF_ � XP. DAT 1_2T3 -1 'f2- R.C.E. 52496 R. w,� �T�_ //-f-LI MCKINNEY, P.E. DATE CITY ENGINEER / /3 SLT FENCE INSIDE OF PM -10 FENCING Plow 00*11110101111 EXISTING COMMERCIAL CONSTRUCTION NOTES 0 CONSTRUCT GPAVEUVG BEAM (1-10I, 2-I11 HIGH) PER DEr. ITIS SHT. (SE10) 21 EA O C0N49RUCT GRAvam VELOCITY REDUCER • 150' MAX SPACID (1 -ROW, 2 -BAGS HIGH) PER DET. THIS SHE. (SEB) 20 EA, CONSTW SILT FENCE INSIDE OF PM -10 FENCING (SE1) 5,517 LF. 04 167ALL GRAVEL CONSiRIICTON ENTRANCE PER DETAIL HEREON REM. MAINTENANCE, CONCRETE WSW AND MATERIAL STORAGE AREA, SURFACE MATERIAL' GRAVEL. NO SIZE TO BE DETERRED IN FEND BY BY DEVELOPER AND/OR CONIRACIOR (PER PM -10 DUST =11101. PIAN). (NIM -1 R WM-9) ❑2 INITIAL STAGING ARFA Ep1TPLENT SEORM,E AND DFLM PARIOID SURFACE MATERIAL GRAVEL. AREA SIZE TO BE DE OWIEDD IN FELD BY BY DEVELOPER AID/OR CONTRACTOR (PER PM -10 DUST CONTROL PIAN). ❑3 TEMPORARY OF U WITH WIND MONITORING EOI PIENT PER ACID SPECFIGTIONS PRIOR TO INSTALLATION OF OFFICE, INTERIM MONITORING TO BEGIN UPON COMMENCEMENT OF GRADING ACTIVITIES PER AQW SPECIFICATION& COHTRACTOR/DEVELDPER To FOLLOW MONITORING TEMPLATE AS PER ARID. (PER PM -10 MAST CONTROL PLAN) p CONSTRUCTION GRAVEL DARNICE/W WITH WHEEL WSW AREA NEA WITH TRACK CLEW OR RUMBLE STRIPS. (2) 15' WIDE GATES. (PER PM -10 DUST CONTROL PLAN). SIGHT DSUNCE MOVElE1T5 LEFT TONIN MOVEMENT OUT AND RIGHT TURN MOVDETR IN ONLY. GRAPHIC SCALE 100 0 50 100 200 400 (IN FEET) 1 Inch = 100 fl. 41865 Boardwalk . MORSE Suits 218 Palm Desert, CA 92211 S C H U L T Z Voice: 760-674-5776 PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE 8 E N C H Y A R K. CRY OF LA QI•RA NO. 060 BEV. 94.761 (110111113) Y NGS om 019( M LARGE RDCK, SrNPm'Y1461, DDNN 0.1', IDTATED DATE: JUNE, 2021 AUT 22'5' WVI ERLY OF 111E SOUTH CURB FACE OF HIMARY 111, ACR065 FROM THE CUFF HOUSE ENIRIOXE WDID 0 7 330392041 IN THE CITY OF LA QUINTA, STATE OF CJWFORNIA THE CENTRE EROSION NO. 37y359ry • SHT. ERO ION CON 1 ROPLAN N OF -R- SHT A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: THE CENTRE ON ADAMS. LLC W.O. NO: FW Z W V W H of 2 qV F g IL � 1