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05257APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: 52nd AVENUE 53rd AVOK 50 AVENUE wrlarrmr ANRORT BLVD. 56N1 AVENUE VIGNTY MAP NDf TO SCALE LOT NO. & PLAN TYPE LOT Llr AREA I PLAN TYPE (M) STREET NAME 11 PLAN 'A' 3567 NORTH RESIDENCE CLUB DRIVE 10 13129 S.F. I PLAN 'A' 3567 NORTH RESIDENCE CLUB DRIVE 11 12 81 S.F. PLAN 'B' 3567 NORTH RESIDENCE CLUB DRIVE 12 14 S.F. PLAN 'A' 3567 RESIDIXE CLUB COVE 13 16.227 S.F. I PLAN BR' 3567 RESIDENCE CLUB COVE 17,648 S.F. I PLAN Er 3%7 RESIDENCE CWB COVE 15 14,440 S.F. PLAN 'AR' 3567 RESIDENCE CLUB COVE 16 12.804 S.F. I PLAN 'AR' 3567 RESIDENCE CLUB COVE 17 14.626 S.F. I PLAN 'AR' 3567 NORTH RESIDENCE CLUB DRIVE 18 13,137 S.F. I PLAN 'B' 3567 NORTH RESIDENCE CLUB DRIVE 19 12.084 S.F. I PLAN 'A' 3567 NORTH RESIDENCE CLUB DRIVE 20 1 008 S.F. PLAN 'A' 1 3567 1 NORTH RESIDENCE CLUB DRIVE 21 13 72 S.F. PLAN 'AIR' 13567 1 NORTH RESIDENCE CLUE! DRIVE 32 18 963 S.F. PLAN 'A' 1 3567 1 WEST RESIDENCE CLUB DRIVE i 15 441 S.F. PLAN 'BR' WEST RESIDENCE CLUB DRIVE In the City of La Quints, County of Rll iverside, State of California PRECISE GRADING PLAN TRACT NO. LOTS 1 & 32Y !LATERAL PAD PAD EUEVATION ---------- --- ----- EXISTING SEWER y^ SERVI,;F FL FLOW LINE ---------- -- I ---- EXISTING WATER GF GARAGE FLOOR ELEVATION --------- --------- 4AV, EXISTING AiR RELEASE VALVE FF FINISHED FLOOR ELEVATION --------- - --------0-{ EXISTING FIRE HYDRANT FIG FINISHED GRADE ELEVATION - WATER PER APPROVED PLAN TC TOP OF CURB ELEVATION HP HIGH POINT SEWER PER APPROVED PLAN GB GRADE BREAK ---------- EXISTING IRRIGATION SERVICE --------- PUBLIC UTILfNY EASEMENT LINE RIGHT OF WAY ® AIR CONDITIONIING PAD/UNIT LOT LINE USE AND BENEFIT EASEMENT 7 7 7 7�1 on SHALL ED. -0.4 EXTRA DEPTH FOOTING - DEPTH IN FEET ED - EXTRA DEPTH F00ING Lem ZdON •.� NCPTRC, LLC 54500 WES RTL:4BDENCE CLUB DRIVE La Quint&, CA 92211 (780) 771-8100 ,.. C:ypi'•h �,•�._� ''i'� 1 i it 1 h7 7'i 1 i 1 1 'hi 1 1 71 :11 ri. '1 r 1 • la •a11 •,1. 1 •� r,� 1 hl 1 •, AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL. NOTIFICATION CENTER AT LEAST TWO PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SWILL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIWL11VE GANG PERMISSION TO EXCAVATE SWILL BE INVAUD. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORATING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALL 3030 SATURN STREET, SUITE 200 BREA, CA 92621 1-(800) 227-2600 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 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. INDICATES LOTS 70 BE CONSTRUCTED BY THIS FIRST SUBSiITUTE MYLAR FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 11-30-05 EXCEPT FOR THE REVISIONS NOTED HEREON.m �Of ESS/pI,, NQyO�v C ti " No. 2Q596 r STANLEY C. MORSE o"L* Exp. 9-30-19 R.C.E. 20596 J?�l CIVIL �B DATE: ZB Q e OF cAL1F r 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 NEGUGENCE OF DESIGN PROFESSIONAL. 31627 -PHASE AND LOTS 11 34 8 9 10 11 wa zo 21 ; ----- �22 tt 1p 1 /. 140 24 23 1 f SHEET NO. 2 i SCALE 1"=200' /SEX MAP SCALE 1"=200' NH -, :4 1 r,61T LOTS 1 THROUGH 61, INCLUSIVE AND LETTERED LOTS A THROUGH 0. AND Q THROUGH U, INCLUSIVE, OF TRACT NO. 29878. IN THE CiTY OF LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 332, PAGE(S) 26 THROUGH 33 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. CAUFORNIA. EXCEPTING THEREFROM ALL OL, MINERALS, NATURAL GAS, AND OTHER HYDROCARBONS BY WHATEVER NAME KNOWN, GEOTHERMAL RESOURCES, METALLIFEROUS OR OTHER ORES, AND ALL PRODUCTS DERIVED FROM ANY OF THE FOREGOING, THAT MAY BE WITHIN OR UNDER THE PROPERTY, AND ALL PRODUCTS DERIVED FROM ANY OF THE FOREGOING. THAT MAY BE WITHIN OR UNDER THE PROPERTY, AND ALL ROM ASSOCIATED WITH THE FOREGOING. TOGETHER WIN THE PERPETUAL RIGHT OF DRILLING, MINING, EXPLORING AND OPERATING THEREFORE AND STORING IN AND REMOVING THE SAME FROM SND LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL AND MINE FROM LANDS OTHER THAN THE PROPERTY, OIL OR GAS WELLS, TUNNELS AND SHAFTS INTO, THROUGH OR ACROSS THE SUBSURFACE OF THE PROPERTY AND TO BOTTOM SUCH WHIPSTOCKED OR DIRECTIONALLY DRILLED WELLS, TUNNELS AND SWIFTS UNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO REDRILL REUNNEL, EQUIP, MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS OR MINES, WITHOUT. HOWEVER, THE RIGHT TO DRILL, MINE, STORE, EXPLORE AND OPERATE THROUGH THE SURFACE OF THE UPPER 500 FEET OF THE SUBSURFACE OF THE PROPERTY, AS RESERVED IN THE DEED RECORDED APRIL 2. 2003, AS INSTRUMENT NO. 2003-233174. OFFICIAL RECORDS. E #i 'ffllfzfHER WITH THE RIGHT 70 GRANT AND TRANSFER SAW NONEXCLUSIVEEASEMENTS 1' PEDESTRIAN AN1 VEHICULARI r CONSTRUCTION Vi h i. INGRESS 1 EGRESS, 00 AND ACROSS THE REAL PROPERTYDESCRIBED AS F1 1 PARCEL A OF PARCELI 20426,1 ON FILE IN BOOK 129. PAGES 49 THROUGHINCLUSIVE,OF PARCEL RECORDS OF RIVERSIDECOUNTY.1' EXCEPTING RE '1M MY PORTION LYING WITHIN PARCEL1 24995, AS SHOWNON FILE IN BOOK 165, PAGES THROUGH49 h OF PARCELRECORDS OF RMTSDE COUNTY,1', DESIGNED BY: DRAWN BY: CHECKED BY: 3 21 1 AM PLAN AR IS PLAN A MIRRORED. PLAN 8 HAS A FRONT LOAD GARAGE PLAN BR IS PLAN 8 MIRRORED. PL. GARAGE STEM WALL I q GARAGE FLOOR SINE YARD STOOP 0 IN. t 1T FOOTINGSIDE YARD MIN. COvEll .E BELOW rriNG UNLESS OTHERWISE INDICATED IND11CATES EXTRA, DEPTH FOOTING y� 1W MIN. L REAR YARD TYPICAL SWALE DETAL 10' PUE PREPARED UNDER THE DIRECTION OF: QROfESS/'- DATE: ZB ANI EY C 4ORSE EXP. DATE 9 30 19 ' No. 20596�" m R.C.E. 20596 EKp. 9-30-19 * APPROVED BY: / rc CAVIL�< i DATE: 7!/D / PAD ELEVATION I I 1 I --- 15 TO 11M. 7 JAMES WIATRAK DATE CHERI FLORES, DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CiTY OF LA QUINTA 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE OF WORK, ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE WORK. 2. GRADING SHALL BE IN ACCORDANCE WiTH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS ENGINEERING REPORT, PREPARED BY BUENA ENGINEERS, INC. CAUFORNIA DATED DECEMBER 14. 1984, REPORT NO. 84-12-239 UPDATE LETTER PROJ. NO. 544-0252; 03-07-442 DATE: JULY 10, 2003 (REVISED 11/18/03) PREPARED BY: SLADDEN ENGINEERING 3. THE FINAL LMUTY UNE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SWILL INCLUDE AN APPROVAL STATEMENT THAT THE TRENCH BACKFILL HAS BEEN PLACED AND COMPACTED FOR THE INTENDED USE. 4. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND UGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, UGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO EUMINATE HAZARDS. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORMWATER FACIUTIES DURING CONSTRUCTION. IMMEDIATELY PRIOR TO THE CONCLUSION OF BUILDING CONSTRUCTION AND LANDSCAPING, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE 00 FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES. = z =; ..• 1 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN. ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VAUD BUILDING PERMIT WAS BEEN ISSUED BY THE LA QUINTA BUILDING do SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY THE SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (9OX) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LJCENSED LAND SURVEYOR. 9. ALL STREETS, PUBUC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CiTY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH MONDAY - FRIDAY 7:00 A.M. TO 5:30 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. MAY 1ST TO SEPT. 30TH MONDAY - FRIDAY 6:00 A.M. TO 7:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. MBA 2018-0004 S.D.P. 2003- 779 1 M 0 R S E 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA . Suite 218 Palm Desert, CA 92211 D 0 K I C H COE r —' "� ' Voice: 760-674-5776 SHT. PRECISE GRADING PLAN . S C H U l T Z cbarghdkndscorlwlting.nat TRACT NO. 31627 OF-5-sHTS. � P L A N N E R S E N G I N E E R S S U R V E Y O R S LOT 1 & 32, AND LOTS 11 - 21 V SCALE: SEE ABOVE BENCH MAMU PD-103-3-70 FD. 1 1/4' O.D.I.P. FLUD W/CONC. 01 5' 0.0. CONC. COUAR ON. O.W. 330' NORTH OF C.L. INT. OF SIREE7 d 52nd AVENUE R 6.T SOUTH OF PPI 90271). BEN. 510.110 COWM DATUM 5 SEA LEVEL PLUS 50D FEEL TO AVOID NEGATIVE NUMBERS. A PORTION OF THE NW1 4 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. DATE: APRIL, 2019 FOR: NCPTRC, LLC W.O. NO: 89600\PG\SUB MYLAR 1 PH3 PG- 06172119 s� / sot oa ,,y s / APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: T& :�Vj _I ,1�&=7 17 JAMES WIATRAK DATE CHERI FLORES, DATE FF = 503.07 BUILDING OFFICIAL PLANNING MANAGER PAD = 502.4 CITY OF LA QUINTA CITY OF LA QUINTA 15 ®® SEA SHEET 4, SEE SHEET N0. 4 . l O Om 0.5Z PION_ 2,8X 1 2.3 1.9 FL 0 o FL -GB I J / \•�o�. FF = 503.57 1 n 1 J / / r /,s//// r / ,' fir+ � PAD = 502.9 24' 1 1 aD-i� \ r ,, i �\ "� R" 1 • y GRAPHIC SCALE AN A 1 I f/ zo o io zo 40 so I io I + I � I I IN FEET) / 1 inch = 20 ft. \ 2.60 1 / / \ FL -HP SEE PHASE 2 \ / � i SHEET NO. 3 _� : /:,�� ' / \ i ?0 25' FF = 115' I. / LANDSCAPED RETENTION BASIN-,,,,,p/ram') ss.1) 1 I /' 1 e. - --- -- -- - „, 8 6 b �6b - - -- - --- -00 S l L=21.68, 10 L=74.08' h1 O L 2 S �tik5 0 0.50% 0.50% N a M 0.50X d_ o�\t05 ,/� ��� �j� s 0.50X QUIP FL L EQUIP 13' POOL EQUIP W 5' HIGH POOL EQfIIP� MASONRY WAL W/5' HIGH (TYP,) e i .. 10,1 LOT �V \ WALL - \ \> 8/ ... _ (M) FF - 50 FF = 503.17 .1 . ��, PAD = 502.: PAD = 503.0 • � "PLAN j o EXISTING UNIT FF 503.50 FL \� ,�� PAD 503.0?� 2O "PL o AN A ,�, o�. s, ��, EXISTING ® ••:` ?, 10 503.17 FF 21 PLAN A $' 5' HIGH MASONRY `� 503.1YW '� SCREEN WALL (1/2-STEP \ \ \ \ 8be 2.93 0'L c 2 OX 505�2 1- co 501.90 \ 0'. It \ 3 0X 4 501.48 53 ------ ` \ \ 1 � 5'STEI :. fNcid L=95. - 1 i LOT I _ 1 - ---__ - I�\ A O T ►� -- I ��, T ---- I - J 18' �(3 95.00' 4% �, / I 105.00' 9 0.5X �"1 0 10' PRNATE Ev rG��ol s�1'GI LJ 502.20 �� 501.70 S.D. EASEMENT 07yl 501.60 E I FL -HP /ft-HP- 0FL-HP ,.y I 0.5% ,5X ? I ry �, FL 501.4 501.4 ( 1501.3 SPA FL I FL SPA IId 5, 01 I: 15. 502 35 10, 12 ' 502.25 +1 E PA E. )3.17 FF Nf 1 x 3 , o I )3�m I I /2•STEP) Q c:i FF = 502.67 502.67 FF 1 502.57 IF/ FF = 502.57 ® PAD = 502.0 502.63 . cS o I 50 PAD = 501.9 "PLAN B" ('/ram') Al 0 (1/rSTEP) "PLAN AR" / 0 ® I 17 I + 501.E o ® 1® I I a FL -GB: Fp' 502.67 502:67 FF ® I ® 501.0 7 502 (�STEP) 15 50253 (1/2-STEP 501.1 I STEP) 1 fSTEP)+ 2 oX (D_ FL -GB 25 t' O Ep 2.43 �c I - . ' 2 0% 2.OX 2.33NONNI 1 (5'sTEP) Nj ^ ; 1 (D u , SSTEP) 501.46 FS GF=501.85 be 1 50130 501.30 FS 1 • I FS�GB 500. rl �rl (SSTTP) 1� N (5'STEP) W '---- 1 ,�O L=39.52' (L 40.00' - 7 .. h N 0.50X �n 9 U cS. I .ci lN116- r_ tiV Z W f= W Cn FF=503.10 PAr =n2,6 EACIST TINT ®L :PLAN C` -1 1 u - -- - �' -• .._- .. 0-S_----- ---- ` n R i v E.--.--_ - ..- - W � c --- - m-- - = _- =- --_-- _---- --- - --- --_ _ - - - -- - t I I I I AB 73 REWIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION 1 NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO FIRST SUBSTITUTE MYLAR I i THIS APPROVED IS IDENTICAL TO THE MYLAR NOTE: SEE LANDSCAPE ARCHITECT PLANS FOR EXCAVATION AND, IF PRACTICAL. THE AREA TO BE EXCAVATED SWILL BE APPROVED BY THE CITY ENGINEER ON CONSTRUCTION NOTES: DELINEATED. I VERIFICATION NUMBER WILL BE GIVENRECTA UPON SUCH 11-30-05 EXCEPT FOR THE REVISIONS NOTIFICATION WITHOUT WHICH ANY PERMIT D. VERIFICATION GANG NOTED HEREON.A, 10 CONSTRUCT Ir THICK CONCRETE DRNUAY STOOPS AND WALKWAYS PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS aFESs/o EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING W��`o�`�v c• �bI 20 WCONSTRUDC�I4 T CONCRETE WALKWAYS (SHM FOR LOCATION EL�� ONLY, SPA AND DECKING BY OTHERS EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR TRIAL COLOR MD MOEERNFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION / W No. 20596P� m UNDERGROUND SERVICE ALERT R.C.E. 20596 ORSE c*�9Exp.c9V10-19\P XXX DENOTES "TBI NUNBER" 3030 SATURN STREET, SUITE 200 rF NBA 2018 0004 BREA CA 92621 DATE: e Q GUF 1-(800) 227-2600 S.D.P. 2003-779 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ZA REVISE UNIT PLOTTINGN PREPARED UNDER THE DIRECTION OF:?�j�/� M o R S E 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CAUFORNIA 16 17 18 do 19. Q�pFESS/ONE 1 DATE:4T^ . Suite 218 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 'l Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��O ��I C. �n D 0 K I C H Voice: 760-674-5776 SHT. 2 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ,Q�� c> S A C. MO SE EXP. DATE 9 30 1 s PRECISE GRADING PLAN THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. = u z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT c� No. 20596 m S C H U L T Z cberghOmdsconsulting.net TRACT NO. 31627 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 9-30-19 a APPROVED BY: OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * - P L A N N E R S E N G I N E E R S S U R V E Y 0 R S EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `> CIVIL �Q DATE: 7 1C LOTS V-21 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE f OPCAII Ii 7 SCALE: SEE ABOVE BENCH MARK?-103-3-70 FD. 1 1/4' O.D.I.P. FILLED W/GONG. IN5 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE O.D. CONC. COLLAR ON. 0.6% 330' NORTH OF C.L INT. OF A PORTION OF THE NWt 4 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRYAN MCKINNEY EXP. DATE 9 30 20 WASHINGTON STREET & 52nd AVENUE 8 6.2' SOUTH OF PPI 98927D, E D. 540.110 CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E. 49418 DATE: APRIL, 2019 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NCPTRC, LLC W.O. NO: i 89600\PG\SUB MYLAR 1 PH3 PG-02 06/12/19 SEE SHEET NO. 4 FF = 503.07 PAD = 502.4 "PLAN B� 15 - 9 rQ N FF = 503.57 PAD = 502.9 z "PLAN B" W 16 W N v FF = 502.57 PAD = 501.9 "PLAN B" O 0 LOT N 111 :) 114 I SEE SHEET NO. 4 i/ 503. f 'D=502Nr ' •21 I _ I 0.9X `.. 1 - 150.65' 0 ��. 501.9 EG I 0 0 4* FF = 503.27 / I PAD = 502.6 / E� 4 0- a "PLAN B" i.5 P.U.E. uJ N - uJ o � .U.I c14 -.�' Ni cv.�' I Lo�� ��� I 503.27 FF 503.23 FS2 95 z - ..:, ... . (1 /f STEP) 1 1 20 503.27 FF 503.27 FF 503.23 FS n T n e`A 4 85X 1 502.85 FS (1 g STEP) I f- (5'sTEP f LANDSCAPED RETENTION BASIN R� 502.30 FL -HP 1 A Eli 502.1 - -- - 0.5% I 0.5% 0.5% L POOL EQUIP. 61 I 117.89 W/ 5' HIGH �\ 86t ----_ MASONRY WALL 6 6- -- - ' TYPICA- . Ot - a -- 100.00, 6A 95.00' �-zo LO LiF0.50% 0.50% N . o SO I POOL P. 0.50% N 2 I r -W/ 5' HIGH EQUIP. SEE RASE 2 EQUIP. MASONRY WALL SHEET NO. 2 ;�® (TYPICAL) 1 SPA } 7� . soe� 10r . r lV 10' c + N FF = 503.60 FF = 503.10 PAD = 503.1 FF = 503.60 PAD = 502.6 ® PAD = 503.1 '8 2.0% XISTIVG UNIT ,� 2 EXISTING UNIT "PLAN C" 6 FL MIN. "PLAN A" MIN. "PLAN A" 10 x o ® �ti. A � 5' HIGH M03ONRT 5' HIGH EEN IAT MASCNRY �.� SCREEN WAI (TYPICAL) (TYPICAL) 2.0% 0 2.0% 5' HIGH MASONRY c '� o Sp SCREEN WALL C4 501.65 `� �.c?�6 (TYPICAL) 901 FL -GB B 502.53 5' HIGH MASONRY 502.04 - - - - -------------_ Fr �p SCREEN WALL _ _ - - - - - _- o ? if)I K - \ l IIrn \` (TYPICAL) " L=95.11' . T - .. ... . . _ 0.50% �\CvLci O - 0 50% APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: 2 ?4t' -��,/94(0z, -7/7-fil 1�7 JAMES WIATRAK MATTE CHERI FLORES, DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA -J 'L GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES: 10 CONSTRUCT Ir THICK CONCRETE DRIVEWAY 02 CONSTRUCT 4' THICK CONCRETE WALKWAYS (SHOWN FOR LOCATION AND ELEVATION ONLY, SEE LANDSCAPE ARCHTTECT'S PLAN FOR MATERUL, COLOR AND ADDITIONAL DETAILS) k --- -- -- - ._------------- {�--}- ` R $ I D E NC E FIRST SUBSTITUTE MYLAR E p R THIS MYLAR IS IDENTICAL TO THE MYLAR _ .._- ... _ _ N O R T j - APPROVED E THE CITY ENGINEER ON �- � � ��- NOT HEREON. FOR THE REVISIONS 11 EXCEPT E ------------""=--- �...� NOTED H N.Q �pFESS/0 _... ... -�� - ___----- I l - --- -- _ - 6 m z - - - y No 2059 m 1 _ ---- =---_ �y ----- �-----------------------_= STANLEYExp. s-3o-is - - --- _ __==- --- R C E. 20596 - - I DATE F FCC' _ I I E: ZB / I 1 AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION LOT U I I ' NOTE: SEE LANDSCAPE ARCHITECT PLANS FOR NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO I EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE I I STOOPS AND WALKWAYS DEUNEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH I I NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING i SPA AND DECKING BY OTHERS PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS TRACT BOUNDARY 1 I EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION XXX DENOTES "TBI NUMBER" CENTER. UNDERGROU3030 3A URNNSTREET, 3U TED SERVICE E 200 RT AVENUE 5 4 MBA 2018- 0004 BREA, CA 92621 S.D.P. 2003- 779 1-(800) 227-2600 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 1 REVISE UNIT PLOTTING AND GRADING ON LOT 11. PREPAR UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Al 0 R S E 41865 Boardwalk QROFESS/pN DATE: . Suite 218 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY o 9l Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��� ��Ey C• Fy D 0 K I C H Voice: 760-674-5776 SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE Q p� STANLEY C. MO E EXP. DATE 9 30 19 PRECISE GRADING PLAN THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `" 6 m z R.C.E.20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT No. 20596 m S C H U L T Z cberghOmdsconsulting.net TRACT NO. 31627 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL a Exp. 9-30-19 -0 APPROVED BY: OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * P L A N N E R S E N G I N E E R S S U R V E Y O R S MEASURES TO ROTECTCTOR IS THE UTILITIESRED TO TAKE DUE OR STRUCTURES SHOWNAANDNANY OTHER ANYEAND INDEMNIFY LIABILITY, REAL ORHOLD ESIGN ALLEGED� NSSIONAL CONNECTIONMLESS WITH THEM rlyJF CIVIL \ DATE: 7 `� LOTS 91 10, 11 CALIF SCALE: SEE ABOVE BENCH HARK: PD-ICONIC C FD. 1 . 0 ', 330-. FILLED W/CONC. IN 5 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE � O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L INT. OF A PORTION OF THE NWi 4 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BR N MCKINNEf" EXP. DATE 9 30 20 WASHINGTON STREET & 52nd AVENUE h 6.2' SOUTH OF PPJ 98927D. BED. m.110 CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E. 49418 DATE: APRIL, 2019 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NCPTRC, LLC W.O. NO: LOT n LANDSCAPED RETENTION BASIN \ APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: JAMES WIATRAK DATE CHERI FLORES, DATE BUILDING OFFICIAL PLANNING MANAGER CRY OF LA QUINTA CITY OF LA QUINTA .... ... ArA�� FL � GRAPHIC SCALE r, 10' PRIVATE O.jX-\:.� \\ 20 o 10 20 a so ® I S.D. EASEMENT 501 I IN FEET / 10 FL ,� l o �. i inch = zo ft. Op I1�5� �. S� r- I PAD_---FF r�5002 2 502.87 FF C ,.4 "PLAN B" �°%2�S P) i ' Q 501.2 I O A/ EI r3"8etj �\ 502.87 FF �I I 12.5' ' 502.87 FF 2.45 I 1 i : /f) 1 S0 f.07 _ GF=502.45 501.1I R�T'2 OFFS ?B� \ / 502.43 I be b* r EG N GF=502.05 . \ \ 502.03 �`J o k. ?OS `r 10902, Fs q,FS l R 325• 0.5X ! i� \��'\6�?a \\ �° p5 0.51 501.4 FL ``" °t Q P \ 501.4 FL I ' 0) LANDSCAPED RETENTION BASIN I FF = 503.07 �N i'se6e ti \ 'R PAD =5504 Q LOT 0 I io PAD = 502.4 fi tp ` "PLAN A" ' LANDSCAPED RETENTION BASIN I o - "PLAN AR" \, O M� M�- _ 1 _ 0 x r M M I 1 �� N `- ' I I C4 G 503.07 FF 1 �i'-' �i`-' �5003.p07 FF r10 •7`j fi I u N 503.07 FF t1 2Q15 TO ,:. 4. (C Z --- 4: I 4 h%T7S3TEP) so ` CO N - 3 FS 15 _ 3.07 FF N �50 p 1 LLI I I 502.10 75,' QSI1P) 5035 _ I _ 503.07 FF2QP) 5Q2 i STEP) \\ - % ml k7�.65 ) I GF-502.25 qC J 2 GF=502.25 I Ci \\\ 501.07 W r05 CONSTRUCTION NOTES. 0.5%I 2.327I.. 2.3 X �j' 1Q GQNSERIK:f 6' THICK CONCRETE DRIVEWAY I - 20% : $I , .. `'a 1\ !�/ $1 f^":. ! 20 CONSTRUCT 4" THICK CONCRETE WALKWAYS (SHOWN FOR LOCATION AND EIEVATO ONLY, 501.8 ®® 5b1.4 FE 1 taoX . .. ° tv 1B " i . I ®® 501.8 SEE LANDSCAPE ARCIFECTS PUW FOR MATERNI, COLOR AND ADDITIONAL DETAILS) I 501.E FL \ 160x 501.4 FL 501.E FL / ' 1 6 150.65' r t26 FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR \ I I APPROVED BY THE CITY ENGINEER ON / 11-30-05 EXCEPT FOR THE REVISIONS ` 15. ' 5.5' 10' i % / NOTED HEREON.Q QpoF ES/ \ I P.U.E. P.U.E. II 4.i7 I ; I FF 503.27 \\ ` I"AD 502.9 I I PAD 502.E " No. 20596 ^ m " "T " I ED, I 'PLAN C° STANLEY C. ORSE V. Exp. 9-30-19 \ LA B I I / *�7 CIVIL\!* \ ® 1� DATE: 2059� if or CAL\F �, GO AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO I I 1 EXCAVATION AND, IF PRACTTHE AREA TO BE EXCAVATED SHALL NOTE: SEE LANDSCAPE ARCHITECT PLANS FOR ICAL, DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH I I ( STOOPS AND WALKWAYS PERMISSION TO TOW EXCAVATEn SHALL BEEIINMVAAu� VERIFICATION NUMBERS SPA AND DECKING BY OTHERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING SEE SHEET NO. 2 SEE SHEET NO. 3 EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION XXX DENOTES'` "TBI NL*ABER" CENTER. 3030 SATURNNSTREET, SERVICESUITE 0 IBA 2018- 0004 BREA, CA 92621 1-(800) 227-2600 S.D.P. 2003-779 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE REVISE UNIT PLOTTING AND GRADING ON LOTS PREPARED UNDER THE DIRECTION OF: M o R s E 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 12, 13, 14 & 15. �pFESS/0 DATE: /�9 . Suite 218 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ti9 I,✓ Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��� F� C• (F / D 0 K I C H Voice: 760-674-5776 SHT. 4 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �� Q 2 PRECISE GRAD�IG PLAN ,� P � S ANLEY C. MO E E P. DATE 9 30 19 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. !2 m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 0 No. 20596 m S C H U L T Z cberghOmdsconsulting.net RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 9-30-19 APPROVED BY: TRACT NO. 31627 OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * P L A N N E R S E N G I N E E R S S U R V E Y 0 R S EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ��l CIVIL \Q /� DATE: 7l0 LOTS 12-15 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE f A CAL\F / SCALE: SEE ABOVE BEMM MARK: PD-103-3-70 FD. 1 1/, O.D.I.P. FILLED W/CONC. IN T UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE O.D. CONC. COLLAR DN. 0.6', 330' NORTH OF C.L INT. OF A PORTION OF THE NW114 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRY MCKINNEY EXP. DATE 9 30 20 WASIWON STREET @ 52nd AVENUE k 6.2' SOUTH OF PP} 98927D. ELEV. 540.110 CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E. 49418 DATE: APRIL, 2019 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOO NEGATIVE NUMBERS. FOR: NCPTRC, LLC W.O. NO: 89600\PG\SUB MYLAR 1 PH3 PG-04 06112119 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPL NCE: q 6l u A T IN th A DA CF RI FLORES, DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA OUINTA CITY OF LA QUINTA P G A B O U L V A R D I I - __- TRACT BOUINDARY - - - - I > - - - II I II (LANDSCAPE) I) I I I W Li i // /` W - EXIST. WEDGE co I CURB int GUTTER I I I Im ,X -IXISf. G' WEDGE / S - r -- CURB & GUTTER C4 1 /04 - - - - - - - - - wi 501.58 I 500.9 MOT M Uw 07 S1 1 ''�'�` 500.85 FS N 500.9 FS = 1. n 12.51 J / / `y 1 , r .10 TW 509.57 1W FL -GB �'�/ I .... � u � 5x2.33 `' ` /, STEP) S c°� .10 TRW 503.57 0' FS 1§1 .1 `� , 1 : .09 TF 499.55 TF 4b GF=55= Nf 502.57 F5 j`. ti` 502.67 FS 2.27 1 STEP) qd'N II I 502.57 5 (SSTEP ® (5 STEP) FF, 502.67 53 I I (1 /r STEP) / V��' ` ® - �I FT = 502.57 `yl` l PAD - 502.0 f I PAD = 501.9 502.67 FS "PLANA .r,_ i I PLAN B� 40 11FS502.63 (1/rSTEP) 32 EMM G CLUBHOUMM - 502.54FS / 4, 502.35+ o ;� y / 1 �rSTEP) / ' + (1 502.25 / l � 1► 12' 5' / \ 501.3'x. ,,,.... 501.46 SPA Ft ❑ ❑ ❑ .14 TW I -- 1 2.14 TRW r 1 ! 1 I I 1.47 TF j ► II 1 I 0.50x I I I I 501.6 / .33 TW V 1 S•� 'Y 0� ( i I O 503.33 TRW I // 1 I I G 1 I a i 499.98 TF j 1 .01 CONSTRUCTION NOTES: Q coNSTI u Cr T= aNCREIE DRNEMIAY Q CONSTRUCT f THO CONCRETE MIAU(MLAYS (SIM FOR LOG11001 AND 12FY►I110N ONLY, �- SEE L#VSCAPE ARCFEIECrS PLAN FOR MATMM. COLOR AND ADDIIIOWL DETALS) A8 73 RE4lNRE5 IIIERY PERSON PLANNIING TO CONDUCT EXCAVATION \ �``-~ ••.:. t:.: ��- NOTIFY A REGIONAL NOTIFICATION CEMTER AT LEAST TWO PRIOR TO SECOND SUBSTITUTE MYLAR \504.00) TW 503.50) 7W EXCAVATION AND, F PRACTICAL, THE AREA TO BE EXCAVATED SUCH BE THIS MYLAR IS IDENTICAL TO THE MYLAR �\ x498,00 TRW 49g•Oa TRW NOTE: SEE LANDSCAPE ARCHITECT PLANS FOR SATED• A VERIFICATION � WLL BE (I►a APPROVED BY THE CITY ENGINEER ON 1496.66 TF 496.66 TF STOOPS AND WALKWAYS NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GANG 7-10-19 EXCEPT FOR THE REVISIONS POW"4 EXCAVATE BEMAW. VERIFICATION NNOTED HEREON. EIREIN1���® SPA AND DECKING BY OTHERS EXCAVATION SHOULD MEET THE U MM COMPANIES AT THE JOB SITE. FOR MORE WORM11TION YOU CAN CON'TRAC'T THE LOCAL REGIONAL MNFORMATION EXISTING RETENTION BASIN �, xxx DENOTES Nu�I�BER" SANLEY C. UNDERGROUND SERVICE ALERT RTC.E. 20596 MORSE MBA 2018- 00043030 SATURN STREET, SUITE 200 01-0800) 227 26600 DATE:EA, CA 9221 17 U %).DP■ 2003-779 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE REVISE UNIT PLam AND GRA w ON LOTS COLO 7Z19 PREPARED UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M O R S E 41865 Boa�dwolk 1 & 32. QRpF ESS! DATE:!! 2 U Suite 218 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY . Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� �� C JO�114j D 0 K I C H Voice: 760-674-5776 SHT.-5- THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE REVISE UNIT PLATTING AND GRADING ON LOT 32. c3 S ANLEY C. MORSE EXP. DA 9/30/21 pREG'!SE GRADING PLAN THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. "' "' x R.C.E. 2(}596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT cD No. 20596 MS C H U L T z cbargn&mdsconsulting.net TRACT NO. 31627 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 9--30-21 APPROVED BY: OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * P L A N N E R S E N G I N E E R S S U R V E Y 0 R S EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `��/ CIVIL DATE: S %9 ZGZd LOT 1 & 32 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F qr CA0 SCALE: SEE ABOVE BENCH MOAL' x-3-70 1 1/4' O.D.LP. Filib w/CONC. IN 5 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L MIT. OF A PORTION OF THE NW1 4 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL BBR ENGINEER RCI DATE 418 9/30/20 � 5Y�A D .�SOUTH� � 7DD.. 5540.110 FOR: NCPTRC� LLC CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: JULY, 2020 W.O. NO: %, 7 n 3 r) . Ails I 89600\PG\SUB MYLAR 1 PH3 PG- 07/20/20 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: JAMES WIATRAK DATE CHERI FLORES, DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA P G A BOULVARD TRACT BOUNDARY-�_-_ W 1 _---< I I I I I `-'--------------- i- _y--------- If I II (LMDSCAPE) { I / r--- , �/ Imo- "••.•......�..,;�.�. .. � ,. I � I ��� I !--_ -----------� �-ssr=srsria ".�Tt-l�•sssa-�: iiiiiiiiM - - y ' i /r-- ----� ,/ r� _ -----EXIST. 6" WEDGE - - C0 I .. .. CURB GUTTER -__ ... / -I rl E 8 1 DE N C E • I - 1 � LOT � �' .��� ,�►. .. -_. �.jl \\��------'\`� %- _:� \ ya CURB & GUTTER \ k I I Jr 6 0 98X 4S�ja 0 71% sJ 0.68%"�_�/�910 '✓/ ? 502.90 i ?p _ r ( STEP) -- --- �� e / „� 501.58 500.9 1 5 TM LW I - \ w - EXIS 50 01 500.9 = 1.FL-GB`� LAIV A" O / (5�`STU) 4 -GB 509.57 TW 502.33 2.099 TTF 99:55 TTFF 502.67 F5 T ❑ ❑ 2.67 F5 502.63 II I N 502.57 FS 1 ® 502.25 FS (1/2'STEP) II ------ I 5"STEP FF 502.67 p3 3 :) = 503.3 N 502.57 F5 I 1 PAD = 502.0 II 502.53 502> 8,Uw ® 1 . 502.67 Fs "PLAN A" I� ( �u 50oi e 502.63 33 i I Q "PLAN BREl / 1 502.35 z EXISTlh G CLIRHOWE I - j 502.57 FS m �S / (f_ / ,I 1 �5 (1 If STEP) 502.25 -\_- 11, 10 MD0. / / 1 I :.. 2i4 TRW I=------- 1 LOT P �. t 1 �� 0.50X 0.50% n ,:47 TF I 6o,Lk /. //'•• ' 1 ��.�� 11 o 1 � � I 10' PRryA �` I 501.E I I -H I S p• EASE NS ' 11 O .33 I > I I 4 503.33 I / 499.98 Ab J39.11, / 1 - 1 3' / \ r / \ =5.08• CONSTRUCTION NOTES. l-/ 1(� CONSTRUCT !i TfMCK CONCRETE DRIVEWAY CONSTRUCT 4 THICK CONCRETE WMMYS (SHOWN FOR LOGITION MID ELEVATION ONLY, SEE LANDSCAPE ARCHITECPB PLMN FOR MATERNL, COLOR AND ADDOI K DETAN.S) AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION : NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO FIRST SUBSTITUTE MYIAR 1 `� � 534.0C) TN 503.50 TW DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH APPROVED BY THE CITY ENGINEER ON \\ 666 EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL 8E THIS MYIAR IS IDENTICAL TO THE MYLAR � �'� 49.TRW 496.TRW NOTE: SEE LANDSCAPE ARCHITECT PLANS FOR NOTIFICATION WITIW WHICH ANY PERMIT OR DIRECTIVE GIVING 11-30-05 EXCEPT FOR THE REVISIONS \ \� \, (49.66 66 TF \_ 496.66 7 STOOPS AND WALKWAYS PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS NOTED HEREON. EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING 1Q QROFESS/Q SPA AND DECKING BY OTHERS EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR I C. MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION '� '� �y GRAPHIC SCALE CENTER Ln u 20 0 10 20 w so EXISTING RETENTION BASIN �/�/�/ c 70 N 4BM � ~�No. 20596 DENOTES 1 �I 1�1./I�GII" UNDERGROUND SERVICE ALERT STANLEY C. M RSE d* Exp. 9-30-19 *� L l 3030 SATURN STREET, SUITE 200 R.C.E. 20596 J� CIVIL �r i BREA, CA 92621 DATE: ZB 9lFQ` CALF ] inch FEET)IN 2ft. D.P. 200V� 779 1-(800) 227-2600 UNDERGROUND UT1LtTtES PRIVATE ENGINEERING NOTE REVISE UNIT PLOTTING AND GRADING ON LOTS PREPARED UNDER THE DIRECTION OF E 41865 Boardwolk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M o R s 1 NII 32. IR ESS/0, E: 28 Suite 218 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �O 6V C• 000� • D 0 K I C H � �, F Voice: 760-674-5776 SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ti4 �`�� c1 STA C. MO SE EXP. DATE 9 30 19 PRECISE GRADNG PLAN THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. �' �' m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 3 No. 20596 m S C H U L T Z cbwgh•mdsconeulting.net TRACT NO. S Z% RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-19 APPROVED BY: OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * P L A N N E R S E N G I N E E R S S U R V E Y 0 R S DATE. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `l CIVIL �Q MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE f OF CAL\F /%�� SCALE: SEE ABOVE BENCH MAJMC: PD-103-3-70 FD. 1 i/4 O.D.I.P. FILLED W/CONC. N 5 LOT 1 & 32 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATEO.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L INT, OF A PORTION OF THE NWi 4 OF SECTION 16 T. 6 S. R. 7 E. S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL BRY MCKINNEY EXP. DATE 9/.-in/ 20 WASHINGTON STREET R 52nd AVENUE h 6.2' SOUTH OF PP/ 98927D. ELEV. 540.110 CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E. 49418 DATE: APRIL, 2019 CONTOUR DATUM S SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NCPTRC, LLC W.O. NO: 1SVbUU\t'U\5Utl MTLAK 1 t'HJ 1-U- UO/l: