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PG2022-00220 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA APPROVED BY: D J 0 cn 0 �� cn a 42ND AVE 0 Bermuda 0 Y o 0 Dunes 0 O w ZD z Q Q _ DR o 3:� Cf) w MILES_ 7<,n Indian Wells co ILaQuinta 40TH AVE /+ OHO OIL O AVE SILVERROCK RESORT �\ PA 3 TRACT NO. 37730 PRECISE GRADING PLANS (PHASE 2) c cn 111 ti w zo Y Indio >>� Q VE 50TH AVE Of 05 w w 0 w Z Ld 52ND AVE w LU TRACT 37730 54TH AVE }} SILVERROCK RESORT VICINITY MAP NTS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 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 DONE BY A CALIFORNIA REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. PRIOR TO CONSTRUCTION, ALL HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS AND ACCESSORY TIES ARE TO BE LOCATED OR SET IN THE FIELD AND PRE -CONSTRUCTION CORNER RECORDS SHALL BE FILED. UPON COMPLETION OF CONSTRUCTION, ALL DAMAGED OR DESTROYED SURVEY MONUMENTS AND ACCESSORY TIES ARE TO BE RESET AND POST -CONSTRUCTION CORNER RECORDS FILED WITH THE COUNTY SURVEYOR'S OFFICE IN ACCORDANCE WITH BOARD RULE 464. MONUMENTS NEED TO BE SUBMITTED TO THE CITY'S PUBLIC WORKS DEPARTMENT PRIOR TO FILING WITH THE COUNTY SURVEYOR. ALL RESTORATION OF SURVEY MONUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: PRESCRIBED BY THE LA QUINTA MUNICIPAL CODE OR AS OTHERWISE MAY BE PERMITTED BY SPECIAL CIRCUMSTANCES. WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE OPERATIONS. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON ROADWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. OWNER SOILS ENGINEER SILVERROCK PHASE 1, LLC SLADDEN ENGINEERING 343 4TH AVENUE 45090 GOLF CENTER PARKWAY, SUITE F SAN DIEGO, CA 92101 INDIO, CA 92201 (760) 634-6543 (760) 863-0713 (760) 863-0847 FAX LEGAL DESCRIPTION BEING A SUBDIVISION OF PARCEL 1 AND PORTION OF PARCEL 17 OF PARCEL MAP NO. 37207, FILED IN BOOK 242, PAGES 72 THROUGH 87, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA; LOCATED WITHIN SECTIONS, 5, 6, AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. NOTE TO CONTRACTOR: EXISTING UTILITIES BASIS OF TOPOGRAPHY INLAND AERIAL SURVEYS, INC. 7117 ARLINGTON AVENUE, SUITE A RIVERSIDE, CA 92503 (951) 687-4252 DATED 02/25/15 MASS GRADING PLAN AS -BUILT TOPOGRAPHY PERFORMED BY:MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 (760) 320-9811 DATED: 05/03/19 ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN THE PREPARATION OF THIS INFORMATION, MICHAEL BAKER INTERNATIONAL CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS.IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MICHAEL BAKER INTERNATIONAL IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MICHAEL BAKER INTERNATIONAL WILL REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AND EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. D I G A L-E RT BENCHMARK: BASIS OF BEARINGS: DESCRIPTION: THE BEARINGS SHOWN HEREON ARE KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE DIAL TOLL FREE O.D. I .P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S. , R. 7E. , O.D. CONC. COLLAR DN. 0.6', S.B.B.& M., AS SHOWN ON TRACT 1-800-227-2600 330 ' NORTH OF C.L. INT. OF MAP NO. 28470-1 , MB WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF AT LEAST TWO DAYS AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. BEFORE YOU DIG 989270. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 26 25 -21 LOTS 15) 17 LOCATED WITHIN SECTIONS 5, 6, AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR: SILVERROCK DEVELOPMENT COMPANY, LLC 3551 FORTUNA RANCH ROAD ENCINITAS, CA 92024 (760) 634-6543 { I 1 27 28 IIII I SHEET NUMBER I �I 16 3 T/NUMBER) PARCEL l7 INDEX MAP NRCEL 16 PARCEL 5 2 � 3 \ I \ 4 \ \ 1_0 \ 7 I L 200 100 0 200 400 600 SCALE: 1"=200' SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-01-011 PREPARED BY: SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 R760 863-0713 O 863-0847 FAX DATE I BY I DESCRIPTION I APP'D I DATE R E V I S 1 0 N S �oQ�OFESS/pN9\ TANNF m � No.60132 A V CA1-�F��\ ICD 0 w J 11 a FCL 2 i 75410 Gerald Ford Drive, Suite 100 l�J �, �, = f ' Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTL.COM IN T E R N AT 10 N A L AJ ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA GRADING NOTES APPROVED BY: A. 8/19/2022 �� DATE CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA Signed by: Carlos 8.18.22 Flores DATE Senior 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 THE PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & 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 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 (90%) 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 LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC 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 SEPTEMBER 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 ABBREVIATIONS (501.54) EXISTING ELEVATION 501.54 PROPOSED ELEVATION CL CENTERLINE EDF EXTENDED DEPTH FOOTING FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK HP HIGH POINT LP LOW POINT PL PROPERTY LINE PUE PUBLIC UTILITY EASEMENT R/W RIGHT OF WAY S SEWER SD STORM DRAIN TC TOP OF CURB TYP TYPICAL W WATER WSE WATER SURFACE ELEVATION ESMT EASEMENT PROP PROPOSED EX EXISTING TMH TOP OF MANHOLE MH MANHOLE INV INVERT RCP REINFORCED CONCRETE PIPE AC ASPHALTIC CONCRETE CB CATCH BASIN TC TOP OF CURB INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 SECTIONS AND DETAILS 3 PRECISE GRADING PLAN APPROVAL BY: BRYAN W. MCKINNEY, P.E. PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 DRAWN DESIGNED c. DATE: 08/15/2022 SM JOHN D. TANNER III R.C.E. 60132 EXP. 03/31/2023 SCALE AS NOTED CHECKED CITY OF LA QUINTA 8/18/22 DATE LEGEND AC --- ASPHALT CONCRETE MVC -- MIDDLE OF VERTICAL CURVE BC --- BEGINNING OF CURVE LOC --- LENGTH ON CURB BCR -- BEGIN CURB RETURN NG --- NATURAL GROUND BVC -- BEGIN VERTICAL CURVE t --- PROPERTY LINE CF --- CURB FACE PCC -- POINT OF COMPOUND CURVE CONIC - CONCRETE PCC -- PORTLAND CEMENT CONCRETE DWY -- DRIVEWAY PI --- POINT OF INTERSECTION EC --- END OF CURVE PIG -- POINT OF INTER. GUTTER ECR -- END CURB RETURN PRC -- POINT OF REVERSE CURVE EG -- EXISTING GRADE PP --- POWER POLE EP --- EDGE OF PAVEMENT PVI -- POINT OF VERT A NTERSECTION EVC -- END VERTICAL CURVE RP --- RADIUS POINT FG --- FINISHED GRADE R/W -- RIGHT-OF-WAY FL --- FLOW LINE S/W -- SIDEWALK FS --- FINISHED SURFACE TC --- TOP OF CURB GB --- GRADE BREAK TEL -- TELEPHONE BOX GL --- GRADE LINE WV --- WATER VALVE HP --- HIGH POINT VC --- VERTICAL CURVE LP --- LOW POINT VLT -- VAULT LS --- LANDSCAPE AREA WM --- WATER METER WSE --- WATER SURFACE ELEVATION PAD ELEVATION . . . . . . . . 369.1 EXISTING ELEVATION . . . . . . luu.Du, (100.50) FINISHED ELEVATION . . . . . . +101.50 CURB & GUTTER . . . . . . . . EDGE OF PAVEMENT . . . . . . . � PROPERTY LINE . . . . . . . . CENTERLINE - - RIGHT-OF-WAY (R/W) . . . . . . EASEMENT LINE . . . . . . . . DAYLIGHT LINE . . . . . . . . PROPOSED STORM DRAIN . . . . . UTILITY GAS LINE . . . . . . . G UTILITY TELEPHONE LINE T UTILITY TELEVISION LINE. . . TV UTILITY ELECTRICAL LINE (EDISON) E - UTILITY WATER LINE . . . . . W UTILITY SEWER LINE . . . . . . S EXP. 09/30/2022 JOB NUMBER SM 172306 RV DATE FOR: 08/17/22 WDIDI# 733C394147 CITY OF LA QUINTA, CALIFORNIA S H E E T SILVERROCK RESORT 1 PA 3 TRACT 37730, LOTS 15 & 17-21 PRECISE GRADING PLANS (PHASE 2) of 3 SHEETS TITLE SHEET DWG. NAME LOCATED WITHIN SECTIONS 5 AND 8, FILE N 0. TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. WILY R/W 11' PUE 6„ I 16' �I I TYPE "C" CURB 2.0% �— /171 1�1/ I • . EXIST. GOLF COURSE NOTE: PARKING ALLOWED ON WEST SIDE OF STREET ONLY 33' 7' TYPICAL PROPOSED 8" SEWER DEPTH = 8' MINIMUM 18' MAXIMUN E'LY R/W 11' 16' 6PUE „ L� TYPE "C" CURB 2_0% 11't 3' (VARIES) MIN. PROPOSED 8" WATER MIN. COVER = 3' TYPICAL SECTION CONCHILLA COURT (PRIVATE (LOOKING UPSTREAM) TI=6.0, R=50 NTS P/L C-- w z (SIDE YARD) (SIDE YARD) o m (VARIES) (ARIES (VARIES) z_ 6'GARDE WALL, TW/TF ELEV'S PER PLAN J (SEE TY . WALL SECTION AT RIGHT) 0 6" HIGH m TEMP. MPS LOWER PAD BERM UPPER PAD 2% MIN./20% MAX. 2% MIN./20% MAX. DRAINAGE SWALE ® 0.5% MIN. DRAINAGE SWALE @ 0.5% MIN. 1% MIN./2:1 MAX. 1% MIN. 6" MIN. BENCH A SECTION 2 NTS w z P/L J (REAR YARD) o 20' MINIMUM 6" MIN. SETBACK BENCH 3' VARIES ,_, MIN. z J 1% MIN. CD < 2' 0.3' DEEP DRAINAGE MIN. SWALE AT 0.5% MIN. B SECTION 2 NTS FF 2% MIN., 20% MAX. SLOPE WITHIN 3' OF THE BUILDING BLDG. FF z LANDSCAPE FINISHED CO GROUND d i a III III —III II C SECTION 2 NTS CONCRETE SIDEWALK BLDG. FF N 2% MAX. a III a � N � � III III _II EXPANSION JOINT (TYP) D SECTION 2 NTS LANDSCAPE FINISHED GROUND \ 3" PVC (SCHEDULE 40) APPROVED BY: APPROVED BY: SigneC A 8/19/2022 Z�4 �z Carlos AJ ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA PUE 10' R/W 12 x12 BOTTOM- LANDSCAPE ROCK/GRAVEL, 8" DEEP, MIN. LESS CATCH BASIN WITH GRATE; 1% MIN./20% MAX. SLOPE (SEE LANDSCAPE PLANS) NDS 1200BLKIT OR I LINED W/ MIRAFI 70OX FILTER FABRIC APPROVED EQUAL ROLLED CURB c c DEPTH ° PER PLAN�� NX/ DEEP i CRUSHED3/4 ■ 1 rfgli ���0,FILTER FABRIC 5 FRONT YARD BUBBLER DRAIN NTS J P/L SIDEYARD WALL: 8"x8"0 6" PRECISION I " BLOCK GARDEN WAIL PAD ELEV FINISHED a (HIGH SIDE) F PAD ELEV FINISHED (LOW SIDE) o 2076dt To " ■ � � �p � \�fti\��\ f� \\fit\\/�\\�{\���\ d � �\ MINr, !\\ 0.3' MIN DRAINAGE SWALE 0.5% MIN.(TYP) TYPICAL WALL SECTION SIDE YARD DATE CHERI FLORES Flores PLANNING MANAGER CITY OF LA QUINTA Senior CONSTRUCTION NOTES QUANTITY UNIT 01 INSTALL 3" ROUND ATRIUM DRAIN GRATE (NDS 70 OR APPROVED EQUAL). 65 EA (2)INSTALL 3" PVC PIPE (SCHEDULE 40), SLOPE AT 1% MIN. 2,203 LF (3) CONSTRUCT 4" PCC DRIVEWAY W/6x6xW1.4 WWM. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. 3,875 SF ® CONSTRUCT 4" THICK (2500) CONCRETE. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. PER LA PLAN O5 CONSTRUCT FRONT YARD "BUBBLER" DRAIN PER DETAIL ON SHEET 2. 6 F EA © CONSTRUCT TURF OR ROCK/GRAVEL LANDSCAPING PER LANDSCAPE ARCHITECT'S PLANS. PER LA PLAN O7 CONSTRUCT HARDSCAPING PER LANDSCAPE ARCHITECT'S PLANS. PER LA PLAN 8 CONCRETE WALL PER LANDSCAPE ARCHITECT'S PLAN AND SEPARATE PERMIT. 1,049 LF (9) OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE. 6 EA 18-22 DATE D I G A L-E RT rDIALTOLL FREE jjp 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK: DESCRIPTION: KPD-103-3-70 FD. 1 1/4" O.D.I.P. FILLED W/ CONC. IN 5" O.D. CONC . COLLAR DIN. 0.6 , 330' NORTH OF C.L. INT. OF WASH I NGTON STREET AND 52ND AVENUE & 6.2' SOUTH OF PP## 989270 . ELEV. = 40.110 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST L I NE SECTION 6, T. 6S. , R. 7E. , S . B . B . & M . , AS SHOWN ON TRACT MAP NO. 28470-1 , MB 263/76-90 , RECORDS OF RIVERSIDE COUNTY, CA. 75410 Gerald Ford Drive, Suite 100 Q�OFESS/pN9Michael Baker Palm Desert, 34 -7481SILVERROCK �`�TANN <<` Phone: (760) 346-7481���D FIn MBAKERINTL.COM `' o� z I N T E R N A T I 0 N A L = m No.60132 A PREPARED UNDER THE DIRECT SUPERVISION OF: * * J'�9P plVl� \P - F OF CpL�F� DATE: 08/15/2022 JOHN D. TANNER III R.C.E. 60132 EXP. 03/31/2023 APPROVAL BY: CITY OF LA QUINTA 8/18/22 DATE BRYAN W. MCKINNEY, P.E. CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 CITY OF LA QUINTA, CALIFORNIA S H E E T OF 3 SHEETS RESORT2 PA 3 TRACT 37730, LOTS 15 & 17-21 PRECISE GRADING PLANS (PHASE 2) SECTIONS AND DETAILS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSH I P 6 SOUTH , RANGE 7 EAST , S . B . B . & M M. DWG. NAME DATE BY DESCRIPTION APP'D DATE DRAWN SM DESIGNED SM JOB NUMBER 172306 FILE NO. R E V I S I O N S SCALE AS NOTED CHECKED RV DATE 08/17/22 FOR: N N O N ti 00 O 0 LLI Cn Of w w 34.03T0 C 33.79TC 33.71TC 33.95TC 33.84T33.39TC _ 34.000 33.60TG_ 301C 34 02TGW 5 33 16TC \ I 34.63FS 30.06IE �rn ICA1 lln"O) 530.80IE 4.1 FS 35.0 33•04TC oNT (1)6"STEP 34.12FS - IN, -4.53% --� 9 33.85 33.85 �,EQUIFME 35.06FSN 3 41.67TW 6 35.1 FS - - - - _ FG FG 32' 3TC �CONC I -o 34.56FS 8 `�' 41.00TW __ ;:= 33.70FS �iL/ A c 35.3 - - - "! 34.33TF ri 3 r�i 34.9 8 � -`` - _ 3. FS 33.49FS 32.88TC _ L1 I 34.33TF Ln _ - W U _ 7.4'- FG 7.5. 4 FL -HP M 34.0 34.0 7 M W 32 80TC o 42.00TW 35.3 35.3 ,�, 7,, 5 FF=35.67 FG F� �� F 33. 1 pTC 32.62TC GF=34.67 GF=34.67 ae 1 (1)6 STEP 30 g GF=34.97 34.70TG - 34.63TF FG FG GF=34.97 30.26IE 34.8 34.87FS `� 53IE 5 32.47 - _ I 9 36" GATE 35.47FS 34.96FS 34.66FS 35.67FS 7 5 7.4' FG 6 34.37FS 34.08 S 34.13FS ` i TC 1 35.00TG 35.3 4 g 1.67TW 41.00TW 8 g 34.8 �`5 S N 34�92FS4 STEP 32 34TC 34.33TF 34.33TF 35.67FS 40.70TW 34.97E GF=34.47 2 34.00IE o FG F=34.47 {� 40.70T N, � 3 32 FG 35.97FFLO 35.10FS �� 34.80FS 34.03TF 8 4 34.03T 8 3 �' 3 40 70TW 30. 70TG 5 2TC I 47I r� 35.2 AC UNITS 4 34.78FS 35.67FF 36" GATE 34.46FS 4 34.03TF 8 E 1.22% �_ FL -HP O ,� 34.9 34.60FS 7 5 6 40.70TW 32.84FS 35.14FS AC UNITS FL -HP 34.50TG AC UNITS 35.01FS 9 34.7 33.36TF 8 - C 2 0 a\ 1 D GF=34.30 GF=34.30 L=27.9' FG �v 35.97FF 0 34.7 35.67FS 35.67FS 33.50IE 2 34 7 se "N 2 Q 1 35.00T6 FG 34.70 2 L=50.6 34.25FS ® 1% ,� PLAN 2 35.47FF O 2 II FL -HP 1 3 �? 2 L=105.8 A 31.28IE Il Q _ 1 34.70TG FL -HP 1% 4 40.70TW 8 �� 7 M ® 1% 1 FF=35.67 30.66 I E 44 34 8 34.03TF 35.03FS 3; 2 2 L=127.8 o PE=35.0 34.8 F6 34.37FS 30.75 7.5' 6 1 35.0OTG PLAN 3 ® 1% FG 4 4 IE� 2 L=166.9 35.37FF+1 GF=33.75 0 33.6OIE 35.2 35.67FS 4 35.67FS 1% 1 Q 1 34.50TG` 34.7 1 33.75FS FF=35.97 34.60TG 34.50TG `/ 35.97FS FL -HP 1 L=24.2 1 FG 1 7.5 33.87FF 33.60IE 2 33.10IE 31.04Ii N 4 PE=35.3 35.97FS 2% 34.9 PLAN 3 AC UNITS 35.37FF 8 35.2 POOL EQUIP. 6 FL -HP POOL EQUIP. 34.7 2 FL -HP 35.67FS P ' 34.40TG ' 34.71FS 4 » 35.81TG �� L=99.6 35.53TG � FF=35.47 1 PLAN 2 L=22.9 35.00TG 2 1 Ew 34•8 FL -HP '::. 33.40IE 2 30 98 34.87FS b 35.97FS 33.16IE 1 1 31.68IE ® 1% 32.08IE 1.2% FL -HP 35.47FS 4 PE=34.8 35.47FS 6 FF=35.37 1% IE PE=35.8 35.67FS 35.67FS 35.67FS 34.9� 34.20TG `r` 33.80TG 35.3 1.1,g 35.97FS o 34.50TG A' PE=34.7 1 1 FL -HP L=99.0 1 6 31.01IE 1.2% 32.80IE 35.00TG 34.9 b 2 31.34IE 1 FG 35.84FS 35.92FS 35.84FS 34.9OTG � @ 1% .A': 33.30IE-5.97FS FL -HP 1 I � 2 L=60.0 35.37FS 35.37FS 34.87FS 35.20TG 35.20TG 1 0 32.26IE �135.62FS 35.47FS 7 . 5 35.47FS 1 ® 1% 34.8 ' x°`34.6 2 a17 _ 34.71FS 35.2 1% 32.82IE 7 1% 35.47FS FL -HP 1% 34.87FF 1% 1% 1.2 % 1. 9% FG 4 OOL EQUIP. �} 1 33.06IE 1% 35.67FS 34.50TG 1 34.70TG 34.70TG 35.97FF FL -HP 35.84FS 35.84FS 34.60TG 32.70IE 32.58IE 35.40 S 1 7 35.37FS L=70.9 35.97FS70 35.2 hi 1 N 35.21TG❑ 35.92FS31.11IE 34.8 32.37IE 1 a @ 1% 2 35.97FS FL -HP, 2 1 35 30FS 1� 1� 35.47FS �7 5 a� x:` 35 37FS 32.87IE =JJ./0 U 34.87FF (3)5" STEP 3�_ 33.11FS 5 /OTG -32.28FS 30 OOIE L=10.7' �3)5-11/f� 7TEP -34-2 1% 2 4.62FS 33.25FS FG -40.20TW 8 34.2FG g 33.53TF 34.2 34.1 30.11IE FG FL -HP L- L=28.7' 2 AC UNITS 17 PLAN 1 FF=34.87 PE=34.2 f II I 35.3OFS 35.37FS �, 34.1 34.87FS 7.5 � 1.1% �LJ�J��e 35.67FS 8 35.43 FG 34.7 1. 1 2% FL -HP 1 35.81TG 6 35.63�` FS 35.47FS L=3 .4 I=19.6' '"`. 34.40TG I 5.85FS L=57.3 2 2 COPING ® 2% 2 FL-H 1 35.25FS 3 .2 S 4 35.81FS 35.83FS 32.70IE 35.83FS 35.77FS 35.67FS 2% 35.47FS ® .: 33.00IE 34.2 34.6OTG C P NG 7.5 35 4OF 35.47FF 0 35.34FS FG 35.00TG 3 .81FS L=21.2° L=9' 35. OOTG 1 35.58 1.2%: ' 1 2 2 35.92 1 3 .08IE 33.00IE 32.51IE 35.29TG 3 1 .641E 1. 34.87FS 32.94IE .8 0.8 2%..:.._ @ 2% 6 7.5 FS M 1 % 1 1 31.64IE 35.37FS 35 30 34.10TG 35,92._ COPING POOL 34.7 32.19IE IE 35.19TG _ 35.19TG 31 68 L=38.2 35.68 4 FL 35 25F�S L-86.g 5. OF 5.1 FS � 7..5 � 1 32.65IE 2 32.94IE 1 1 32.47IE i FG COPING 2 2% `:.``:; FG �2)6"STEP 6 - 34.54FS o L=86 1 �0 00 5.70FS 3 :::1..:: 35.40 C� 1% 2 .:.35.1.. sQ se A:. '�? 3 .28 S 35.28 IF � POOL 2 0 �, 35.40 � x 35.37 35.37 FS 7 0. % 1%`: G . FG .: COPING I 6 7 34.70FS 35.63 40.70TW - COPING COPING . 35 58COPING 35.:22� 2 .L-55 ..6 34.70 N 35.58 rn POOL 8 - 2% 33.80TG 35.92 �n COPING F.:::. 6 6 34.03TF ' f S:.:'. POOL 34.9 1 COPING 35.68 35.7 FS 8 41.00TW o0 35.0 `35.28FS..:1.5 35.37 N 35.37 FL -HP 32.20IE 1.2% COPING o :..:. 35.40 35.40 35 ..68 35 92 nnn 35, fi3 �� 34.33TF I COPING COPING : FL -HP N : 35 . U:.:.....:.:.. 35.28 32.09 E POOL co a FG ❑ OL �I I� J00 ` + 35`4 COPING COPING 42.00TW 1.5% COPING 1.5% i 8 1% 1% _ _ _ 35.8 8 41.67TW 32.60IE 35.3 FL -HP (2)6" STEP :.. COPING r .': r 35.43 1 % FG 35.10TG � .: 3 .. FG ` 1 % 35_3 35.1::5:.... , .:.:.........:...... .. �•- .:.::: . .:::::: . r; : ,`..:.:: f:G 35.0 35.3 .. "--`1% , `..::....35.1:::. .:. FG . ' 35.3 32.65IE 34.70TG - 1% 1X FS f 34.70TG 34_9 1 31.91IE f 1 % 32821E.00IE 34.70 FL -HP 34.33TF 34.62TG 35.7OFS 1 32.06IE FL HP FL -HP FG _ 1 FG L=7.1' 32.31IE FL HP 1• COPING B ED1 2 32.56IE 34.7OFS L-86.6' 31.74IE @ 1% 2 34 9 2 L=75.9' 2 L=7.1 ® 1% 34.1 FL -HP' 33 90TG 1 L=8.13 2 ® 1% 32.58IE FL -HP ® 1% 31.75IE L=8 31 68IE 40.70TW 2 1% 2 8 33.36TF 20 10 0 20 SCALE: 1"=20' CONSTRUCTION NOTES O1 INSTALL 3" ROUND ATRIUM DRAIN GRATE (NDS 70 OR APPROVED EQUAL). O2 INSTALL 3" PVC PIPE (SCHEDULE 40), SLOPE AT 1% MIN. O3 CONSTRUCT 4" PCC DRIVEWAY W/6x6xW1.4 WWM. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. ® CONSTRUCT 4" THINK (2500) CONCRETE. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. O5 CONSTRUCT FRONT YARD "BUBBLER" DRAIN PER DETAIL ON SHEET 2. © CONSTRUCT TURF OR ROCK/GRAVEL LANDSCAPING PER LANDSCAPE ARCHITECT'S PLANS. O7 CONSTRUCT HARDSCAPING PER LANDSCAPE ARCHITECT'S PLANS. 40 60 ® CONCRETE WALL PER LANDSCAPE ARCHITECT'S PLAN AND SEPARATE PERMIT. O9 OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE. D I G A -E RT BENCHMARK: BASIS OF BEARINGS: M/ w� DESCR I PT I ON: THE BEARINGS SHOWN HEREON ARE KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE e DIAL TOLL FREE 0 . D . I . P . FILLED W/ CONC . IN 5" SECTION 6, T. 6S . , R. 7E . , O.D. CONC. COLLAR DN. 0.6', S.B.B.& M., AS SHOWN ON TRACT 1-g00-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1 , MB AT LEAST TWO DAYS WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. BEFORE YOU DIG 989270. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 .40I 1 r� I L=50.6' 2 01% I 34.1I FL-HPI 2 34�.64IE 15•92 31 34.66FS 7 7 u� .66FS M 34.3 i .70 4 FG 34.1 FL_�P POOL EQUIP. 34.87FS 34.2 FG 34.87FF f y v I I 34.70 R 1 33.9 G COPING 31. 2E I 34.1 31.18I FL -HP B 017 L-90.3' 2 2 APPROVED BY: APPROVED BY: Signed A (O-z8/19/2022 // by: C� Carins 8-18-22 AJ ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA EIP-CLECTRICAL Q MENT 16 PE=35.5 DATE CHERI FLORES Flores DATE PLANNING MANAGER CITY OF LA QUINTA Senior anner 0.90IE 1 NOTES: L=19.8' 2 1. POOLS PER SEPARATE BUILDING PERMITS. ® 1% 2. GROUND MOUNTED EQUIPMENT FOR POOL AND HVAC SHALL BE AT LEAST 30" IN HEIGHT 31.10IE TO BE WITHIN THE 5 FOOT SIDE YARD SETBACK. 40.20TW 33.5�TF 8 34.2 FL -HP I L=7.6' 2 ® 1% I 5 33.20TG 30.30IE 8 4 34.83TF 1 3 31.01IE 2 16 @ 3% 36 PE=35.5 35.5 FL -HP 1 35.40TG 31.91IE 36.0E 32.02IE 12.20TW T 35.6 FG 2 L=5.9' ® 1% 32.08IE APPROVAL BY: 75410 Gerald Ford Drive, Suite 100 Palm Desert, 1 Qc'OFESS/pN Michael Baker TAN q34�F Phone: (760) 346-748-7481 NF9 MBAKERINTL.COM ��0 _ m I N T E R N A T 10 N A L BRYAN W. MCKINNEY, P.E. LU No.60132 PREPARED UNDER THE DIRECT SUPERVISION OF: JJ plVl\� �Q q�F OF CAI\F� CITY ENGINEER R.C.E. N0. 49418 DATE BY DESCRIPTION APP'D DATE DRAWN SM DESIGNED DATE: 08/15/2022 JOHN D. TANNER III R.C.E. 60132 EXP. 03/31/2023 R E V I S 1 0 N S SCALE AS NOTED CHECKED CITY OF LA QUINTA 8/ 15/22 DATE EXP. 09/30/2022 JOB NUMBER SM 172306 RV DATE FOR: 08/17/22 C� �nNCH L�- .<yle U CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730, LOTS 15 & 17-21 PRECISE GRADING PLANS (PHASE 2) PLAN SHEET (LOTS 15, & 17-21) LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. EQU PMENT 35. 0AC_UNI TS SHEET 3 OF 3 SHEETS DWG. NAME FILE NO. N N O N ti 00 O b U)LU 0