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PG2020-0011
54TH I I AVE SILVERROCK RESORT VICINITY MAP NTS IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT PA TRACT NO, L T GRADING NOTES 3 0 � � � 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 544-14059, 17-01-011 DATED: FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059, 19-11-532, PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. (760) 863-0713. PRECISE GRADING PLANS M 0 D E L S 2 THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE , SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. APPYD BY: OF SHEETS APPROVED BY: DESCRIPTION 1 b(I5 I2O21 �'^ �A l�fit 4totele SECTIONS AND DETAILS AJ TE A �R�FR CSI CRI FLORES DATE BUILDING OFFICIAL WATER LINE PLANNING MANAGER MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CITY OF LA QUINTA UTILITY CITY OF LA QUINTA CALIFORNIA; LOCATED WITHIN SECTIONS, 5, 6, AND 8, TOWNSHIP 6 SOUTH, Z W DI DI# RANGE 7 EAST, S.B.M., IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, 4'O a m I N T E R N A T I O N A L STATE OF CALIFORNIA m BRY �. No.C43090 A * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 40TH AVE Jp pIVIV �Q 'i qrF �r�,'_� DRAWN DESIGNED JOB NUMBER DESCRIPTION APP'D DATE OF CAt.IF DATE. 06-07-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 SM SM 172306 R E V I S 1 0 N S SCALE AS NOTED � DATE 06/14/21 FOR: N 0 42ND AVE r- o Bermuda y00e s9� Yo p w z Dunes o < zm (� (Y ¢ = n /0 DR o 3 3 a N w MILES AVE Indian Wells yy W z 0 N Y Indio >> La Quints z p 0 ¢ 7 VE z 50TH AVE w 3 N o � z / n I 52N D' AVE 54TH I I AVE SILVERROCK RESORT VICINITY MAP NTS IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT PA TRACT NO, L T GRADING NOTES 3 0 � � � 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 544-14059, 17-01-011 DATED: FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059, 19-11-532, PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. (760) 863-0713. PRECISE GRADING PLANS M 0 D E L S 2 THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE , SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. APPYD BY: OF SHEETS APPROVED BY: DESCRIPTION 1 b(I5 I2O21 �'^ �A l�fit 4totele SECTIONS AND DETAILS AJ TE A DATE CSI CRI FLORES DATE BUILDING OFFICIAL WATER LINE PLANNING MANAGER MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CITY OF LA QUINTA UTILITY CITY OF LA QUINTA 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. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED. 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-83-PG70-10 THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANNING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER "G" FOR GAS "E" FOR ELECTRICAL POWER. NOTE TO CONTRACTOR: EXISTING UTILITIES ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A RTVIEW 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 LE RT BENCHMARK: BASIS OF BEARINGS: Mi vv� 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 AT LEAST 7VN0 DAYS WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF BEFORE YOU DIO AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. 989270. DATE BY UNDERGROUND SERVICE ALERT OF SOLI HERN CALIFORNIA ELEV. = 40.110 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 0 0 N 4 e� ARCEL ~ 5 SHEET NUMBER 4, INDEX MAP 10 •• • 200 400 Ke ,i SILVERROCK PHASE 1, LLC 343 4TH AVENUE SAN DIEGO, CA 92101 (760) 634-6543 SOILS ENGINEER SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 (760) 863-0713 (760) 863-0847 FAX 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 SCALE: 1"=200 INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 SECTIONS AND DETAILS 3 PRECISE GRADING PLAN 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 (760) 863-0713 (760) 863-0847 FAX SOILS ENGINEER'S CERTIFICATE THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE SOILS REPORT NO. 544-14059, 17-01-011 DATED FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-1405 1 Q1 DATED: NOVEMBER 21, 2019 In•�I 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER ASTM SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8, MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CLASS II A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R" VALUE TESTS FOR ROADWAY SUB -BASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. ABBREVIATIONS LEGEND (501.54) EXISTING ELEVATION AC --- ASPHALT CONCRETE MVC -- MIDDLE OF VERTICAL CURVE 501.54 PROPOSED ELEVATION BC --- BEGINNING OF CURVE LOC --- LENGTH ON CURB CL CENTERLINE BCR -- BEGIN CURB RETURN NG --- NATURAL GROUND EDF EXTENDED DEPTH FOOTING BVC -- BEGIN VERTICAL CURVE E --- PROPERTY LINE FF FINISH FLOOR CF --- CURB FACE PCC -- POINT OF COMPOUND CURVE FG FINISH GRADE CONIC - CONCRETE PCC -- PORTLAND CEMENT CONCRETE FL FLOW LINE DWY -- DRIVEWAY PI --- POINT OF INTERSECTION FS FINISH SURFACE EC --- END OF CURVE PIG -- POINT OF INTER. GUTTER GB GRADE BREAK ECR -- END CURB RETURN PRC -- POINT OF REVERSE CURVE HP HIGH POINT EG -- EXISTING GRADE PP --- POWER POLE LP LOW POINT PL PROPERTY LINE EP --- EDGE OF PAVEMENT PVI -- POINT OF VERTA NTERSECTION PUE PUBLIC UTILITY EASEMENT EVC -- END VERTICAL CURVE RP --- RADIUS POINT R/W RIGHT OF WAY FG --- FINISHED GRADE R/W -- RIGHT-OF-WAY S SEWER FL --- FLOW LINE S/W -- SIDEWALK SO STORM DRAIN FS --- FINISHED SURFACE TC --- TOP OF CURB TO TOP OF CURB GB --- GRADE BREAK TEL -- TELEPHONE BOX TYP TYPICAL WV --- WATER VALVE W WATER GL --- GRADE LINE VC --- VERTICAL CURVE WSE WATER SURFACE ELEVATION HP --- HIGH POINT ESMT EASEMENT LP --- LOW POINT VLT -- VAULT PROP PROPOSED LS --- LANDSCAPE AREA WM --- WATER METER EX EXISTING WSE --- WATER SURFACE ELEVATION TMH TOP OF MANHOLE PAD ELEVATION 369.1 MH MANHOLE EXISTING ELEVATION . . . . . . 1vI.5:_, (100.50) INV INVERT FINISHED ELEVATION . . . . . . +101.50 RCP REINFORCED CONCRETE PIPE CURB & GUTTER . . . AC ASPHALTIC CONCRETE EDGE OF PAVEMENT CB CATCH BASIN TC TOP OF CURB PROPERTY LINE . . . . . . . . CENTERLINE . . . . . . . . . - RIGHT-OF-WAY (R/W) . . . . . . EASEMENT LINE . .. . . . . . - - NOTE: DAYLIGHT LINE . . . . . . . . MINOR USE PERMIT IS REQUIRED PROPOSED STORM DRAIN . . . . . - FOR MODEL HOMES UTILITY GAS LINE . . . . . . G - UTILITY TELEPHONE LINE . . . . T - LEGAL DESCRIPTION UTILITY TELEVISION LINE. TV - - BEING A SUBDIVISION OF PARCEL 1 AND PORTION OF PARCEL 17 OF PARCEL MAP UTILITY ELECTRICAL LINE (EDISON) E BRETT R N DATE NO. 37207, FILED IN BOOK 242, PAGES 72 THROUGH 87, INCLUSIVE, OF PARCEL UTILITY WATER LINE W MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF UTILITY SEWER LINE . . . . . . CALIFORNIA; LOCATED WITHIN SECTIONS, 5, 6, AND 8, TOWNSHIP 6 SOUTH, Z W DI DI# RANGE 7 EAST, S.B.M., IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, a m I N T E R N A T I O N A L STATE OF CALIFORNIA CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 PRECISE GRADING PLANS (MODELS) TITLE SHEET LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. PG2020- M SHEET 1 OF 3 SHEETS DWG. NAME 75410 Gerald Ford Drive, Suite 100 QROFESS/pMichael Baker Palm Desert, CA 92211 APPROVAL BY. CITY OF LA QUINTA (760) 81 MBAKERINTL.COM Z a m I N T E R N A T I O N A L WMCKINNEY DATE BRY �. No.C43090 A * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 Jp pIVIV �Q 'i qrF �r�,'_� DRAWN DESIGNED JOB NUMBER DESCRIPTION APP'D DATE OF CAt.IF DATE. 06-07-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 SM SM 172306 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE 06/14/21 FOR: CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 PRECISE GRADING PLANS (MODELS) TITLE SHEET LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. PG2020- M SHEET 1 OF 3 SHEETS DWG. NAME TYPE "C" CURB 33' 16' q NOTE: PARKING ALLOWED ON WEST SIDE OF STREET ONLY 2.0% 7' TYPICAL PROPOSED 8" SEWER DEPTH = 8' MINIMUM 18' MAXIMUN TYPICAL SECTION 16' TYPE "C" CURB 2.0% 11't 1 3' (VARIES) MIN. PROPOSED 8" WATER MIN. COVER = 3' CONCHILLA COURT (PRIVATE) (LOOKING UPSTREAM) TI=6.0, R=50 NTS 2% MIN./20% MAX.---) —1:11- 1% MIN./2: 1 MAX. �JI �C- SECTION NTS W f co EXIST. GOLF o COURSE P/L AST PUE 10' R/W /W 11' 12"X12" BOTTOM- 1GRATE; LANDSCAPE ROCK/GRAVEL, 8" DEEP, MIN. WITH GRATE 6" PLEI LESS BASIN 1% MIN./20% MAX. SLOPE (SEE LANDSCAPE PLANS) i NOS 12000LKIT OR I LINED W/ MIRAFI 700X FILTER FABRIC APPROVED EQUAL ROLLED CURB � -- `� / DEPTH MIN. SLOPE -1% PER PLAN 3" PVC (SCHEDULE 40) X 36"X36"X24" DEEP 3/4"- 2" CRUSHED ROCK LINED W/ MIRAFI 70OX FILTER FABRIC 5FRONTYARDBUBBLER DRAIN NTS 18 x11' IBCA REFLECTM PGRCELM D MIEL STANDARD 'ACCE5'S8L£ PARKING' 90 WRH /DENRfTCATAO/ SYMBOL & "Unauthorized" vehicles parked in designated '';o ADIMWL09AGE OR AN accessible spaces not displaying distinguishing N AODMOK SIGN BELOW THE placards or special license plates issued for ISA SIGN SHALL STAT£ persons with disabilities will be towed away at the aWAMUM FINE $250' BOLT TD owners expense. Towed vehicles may be reclaimed (n POST & PROVIDE TELEPHONE at: or by Z ( ° AMBER telephoning j J • 8x 12'x 18GC RFFLECTNE PORCELNN EKAMGL IME ® a�a a : PARKING STALING 'VAN ON BLUE BICKGROU� ao ¢ o N s PARKING OIILY (REAR YARD) w z 20' SETBACK 6 3' OF m 2% SLOPE 1% MIN. PAD —WI FELE (TYP) PER ENC(T NOTE: MIN. 2% SLOPE AWAY FROM PLAN k SPECS BUILDING (WITHIN 3 FT. OF BLDG LINE) AND A MIN. OF 1% SLOPE ELSEWHERE C- SECTION C.. NTS ® z '%kAn WIK Pumas rvsI • W1 &YEWWAY ANCHORS ® SEE CLO SID. 501 FOR RGFDW.E I 1 I u„. I'II'I I MIN. LEITER • HEIGHT OF 1 ARKIN ;IA�C�SSI � I INCH nMu v-= { �---FINISH GWEyL—�E VAN ACCEMBLE SXW (R9M) AJ ' 'x8 /54 PARKING SIGN (R99) 12SRE ENTRANCE S/QV (R100B) 12x18' NOT 70 SCM£ 17'x22* AM NOT TO Sr4LE NOT TO SCALE ACCESSIBILITY PARKING SIGNS NTS VAN ACCESSIBLE SIGN (11B-502.6) N 1' TYP. CONC. WHEEL STOP (TYP) ,-- 4" BLUE STRIPING 9' MIN. Lr WHITE PAI BLUE BACKGROUND PAINT ACCESSIBLE SIGN (11B-502.6) PAINT 4" BLUE STRIPING ALONG EDGE OF PAVEMENT L5' ML' MIN. 2% MAX. SLOPE IN ANY DIRECTION MIN. FORWITHIN ACCESSIBLE PARKING iCCESSIB3'MIN. LE SPACE AND ACCESS AISLE SPACE SQUARE INTERNATIONAL SYMBOL OF ,NO Q ACCESSIBILITY (ISA) PAVEMENT ,N LNG MATING (11B-502.6.4.1) 12" HIGH WHITE NOTE u LETTERING ALL ACCESSIBLE PARKING STRIPING, SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 11B-502, 2019 CBC. �1 ACCESSIBLE PARKING SPACES �UJ (PER 2019 CBC FIG. 11B-502.3.3) NTS BLDG. FF z LANDSCAPE FINISHED n s GROUND _ - I T —I lil TYPICAL SECTION A LANDSCAPE ADJACENT NTS CONCRETE SIDEWALK BLDG. FF LANDSCAPE FINISHED N 2% MAX. GROUND •'a < I I—I_ Ii1 I EXPANSION JOINT (TYP) TYPICAL SECTION B SIDEWALK ADJACENT NTS D I G RT BENCHMARK: BASIS OF BEARINGS: 75410 Gerald Ford Drive, Suite 100 APPROVAL BY. CIN OF LA OUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T M/ W� DESCRIPTION: OFESS/ Palm Desert, CA 92211 THE BEARINGS SHOWN HEREON ARE QR �kqMichael Baker SILVERROCK RESORT KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE e� Et T (F Phone: (760) 346-7481 ,�j�/,J� O.D.I.P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S., R. 7E., _` \�P T10, �� MBAKERINTL.COM irl'yT (n S/ PA 3 TRACT 37730 DIAL TOLL FREE O.D. LONG. COLLAR ON. 0.6', s.B.B.& M., AS SHOWN ON TRACT m I N T E R N A T 1 0 N A L BRY W. MGKINNEY DATE Z PRECISE GRADING PLANS (MODELS) OFSHEETS 1-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB a No.C43090 A CITY ENGINEER PREPARED UNDER THE DIRECT SUPERVISION OF: SECTIONS AND DETAILS DWG. NAME WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF *s CAVIL Q ,.� R.C.E. N0. 49418 EXP. os/3o/zo22 AT LEAST TWO DAYS AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. T9T ��\ ,I, // l !-a DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS 5 AND 8, FILE NO. BEFORE YOU DM 989270 DATE BY DESCRIPTION APP'D DATE FOF CAI-IF� , SM SM n2306 TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. DATE: 06-07-2021 FOR: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 R E V I S 1 0 N S MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 SCALE AS NOTED CHECKED RV DATE 06/14/21 CITY PROJECT NO. PG2020-WH P/L (SIDE YARD) (SIDE YARD) 7.5' VARIES 7.5' Uj Z: Z 6' WALL J J SWALE Fill o o PER PLAN m M I 6" HIGH TEMP. Py BERM UPPER PAD LOWER PAD 11 2% MIN./20% MAX. 1% MIN./2: 1 MAX. 2% MIN./20% MAX.---) —1:11- 1% MIN./2: 1 MAX. �JI �C- SECTION NTS W f co EXIST. GOLF o COURSE P/L AST PUE 10' R/W /W 11' 12"X12" BOTTOM- 1GRATE; LANDSCAPE ROCK/GRAVEL, 8" DEEP, MIN. WITH GRATE 6" PLEI LESS BASIN 1% MIN./20% MAX. SLOPE (SEE LANDSCAPE PLANS) i NOS 12000LKIT OR I LINED W/ MIRAFI 700X FILTER FABRIC APPROVED EQUAL ROLLED CURB � -- `� / DEPTH MIN. SLOPE -1% PER PLAN 3" PVC (SCHEDULE 40) X 36"X36"X24" DEEP 3/4"- 2" CRUSHED ROCK LINED W/ MIRAFI 70OX FILTER FABRIC 5FRONTYARDBUBBLER DRAIN NTS 18 x11' IBCA REFLECTM PGRCELM D MIEL STANDARD 'ACCE5'S8L£ PARKING' 90 WRH /DENRfTCATAO/ SYMBOL & "Unauthorized" vehicles parked in designated '';o ADIMWL09AGE OR AN accessible spaces not displaying distinguishing N AODMOK SIGN BELOW THE placards or special license plates issued for ISA SIGN SHALL STAT£ persons with disabilities will be towed away at the aWAMUM FINE $250' BOLT TD owners expense. Towed vehicles may be reclaimed (n POST & PROVIDE TELEPHONE at: or by Z ( ° AMBER telephoning j J • 8x 12'x 18GC RFFLECTNE PORCELNN EKAMGL IME ® a�a a : PARKING STALING 'VAN ON BLUE BICKGROU� ao ¢ o N s PARKING OIILY (REAR YARD) w z 20' SETBACK 6 3' OF m 2% SLOPE 1% MIN. PAD —WI FELE (TYP) PER ENC(T NOTE: MIN. 2% SLOPE AWAY FROM PLAN k SPECS BUILDING (WITHIN 3 FT. OF BLDG LINE) AND A MIN. OF 1% SLOPE ELSEWHERE C- SECTION C.. NTS ® z '%kAn WIK Pumas rvsI • W1 &YEWWAY ANCHORS ® SEE CLO SID. 501 FOR RGFDW.E I 1 I u„. I'II'I I MIN. LEITER • HEIGHT OF 1 ARKIN ;IA�C�SSI � I INCH nMu v-= { �---FINISH GWEyL—�E VAN ACCEMBLE SXW (R9M) AJ ' 'x8 /54 PARKING SIGN (R99) 12SRE ENTRANCE S/QV (R100B) 12x18' NOT 70 SCM£ 17'x22* AM NOT TO Sr4LE NOT TO SCALE ACCESSIBILITY PARKING SIGNS NTS VAN ACCESSIBLE SIGN (11B-502.6) N 1' TYP. CONC. WHEEL STOP (TYP) ,-- 4" BLUE STRIPING 9' MIN. Lr WHITE PAI BLUE BACKGROUND PAINT ACCESSIBLE SIGN (11B-502.6) PAINT 4" BLUE STRIPING ALONG EDGE OF PAVEMENT L5' ML' MIN. 2% MAX. SLOPE IN ANY DIRECTION MIN. FORWITHIN ACCESSIBLE PARKING iCCESSIB3'MIN. LE SPACE AND ACCESS AISLE SPACE SQUARE INTERNATIONAL SYMBOL OF ,NO Q ACCESSIBILITY (ISA) PAVEMENT ,N LNG MATING (11B-502.6.4.1) 12" HIGH WHITE NOTE u LETTERING ALL ACCESSIBLE PARKING STRIPING, SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 11B-502, 2019 CBC. �1 ACCESSIBLE PARKING SPACES �UJ (PER 2019 CBC FIG. 11B-502.3.3) NTS BLDG. FF z LANDSCAPE FINISHED n s GROUND _ - I T —I lil TYPICAL SECTION A LANDSCAPE ADJACENT NTS CONCRETE SIDEWALK BLDG. FF LANDSCAPE FINISHED N 2% MAX. GROUND •'a < I I—I_ Ii1 I EXPANSION JOINT (TYP) TYPICAL SECTION B SIDEWALK ADJACENT NTS D I G RT BENCHMARK: BASIS OF BEARINGS: 75410 Gerald Ford Drive, Suite 100 APPROVAL BY. CIN OF LA OUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T M/ W� DESCRIPTION: OFESS/ Palm Desert, CA 92211 THE BEARINGS SHOWN HEREON ARE QR �kqMichael Baker SILVERROCK RESORT KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE e� Et T (F Phone: (760) 346-7481 ,�j�/,J� O.D.I.P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S., R. 7E., _` \�P T10, �� MBAKERINTL.COM irl'yT (n S/ PA 3 TRACT 37730 DIAL TOLL FREE O.D. LONG. COLLAR ON. 0.6', s.B.B.& M., AS SHOWN ON TRACT m I N T E R N A T 1 0 N A L BRY W. MGKINNEY DATE Z PRECISE GRADING PLANS (MODELS) OFSHEETS 1-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB a No.C43090 A CITY ENGINEER PREPARED UNDER THE DIRECT SUPERVISION OF: SECTIONS AND DETAILS DWG. NAME WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF *s CAVIL Q ,.� R.C.E. N0. 49418 EXP. os/3o/zo22 AT LEAST TWO DAYS AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. T9T ��\ ,I, // l !-a DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS 5 AND 8, FILE NO. BEFORE YOU DM 989270 DATE BY DESCRIPTION APP'D DATE FOF CAI-IF� , SM SM n2306 TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. DATE: 06-07-2021 FOR: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 R E V I S 1 0 N S MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 SCALE AS NOTED CHECKED RV DATE 06/14/21 CITY PROJECT NO. PG2020-WH 9 PE=37.5 ti h� .e o Q 37 2 ae t -t m-25FG ruvll 1 39. 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STEP c°S .; / ♦ Vit _..AA I SCALE: 1"=20' CONSTRUCTION NOTES UNIT QUANTITY Qt INSTALL 3" ROUND ATRIUM DRAIN GRATE (NDS 70 OR APPROVED EQUAL). EA 38 �2 INSTALL 3" PVC PIPE (SCH 40), SLOPE AS SHOWN ON PLAN. LF 1,310 Q CONSTRUCT 4" PCC DRIVEWAY W/6x6xW1.4 WWM. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. NA ® CONSTRUCT 4" THICK (2500) CONCRETE. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. SILVERROCK RESORT PA 3 TRACT 37730 PRECISE GRADING PLANS (MODELS) C Q LOTS rJ 8 LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. NA Q CONSTRUCT FRONT YARD "BUBBLER" DRAIN PER DETAIL ON SHEET C-2. EA 3 © INSTALL NDS PRO SERIES TRENCH DRAIN OR APPROVED EQUAL. LENGTH PER PLAN. LF 20 Q INSTALL 3" ADS FLOOR CLEANOUT OR APPROVED EQUAL. EA 2 ® CONSTRUCT TEMPORARY HANDICAP PARKING STALL, 2" AC OVER NATIVE SOIL. SF 425 (� CONSTRUCT DIRT PARKING LOT COMPACTED NATIVE MATERIAL WITH SEALMASTER DUST SUPPRESSANT AND SOIL STABILIZER OR APPROVED EQUAL. SF 4,230 10 CONSTRUCT TURF LANDSCAPING PER LANDSCAPE ARCHITECT'S PLAN. JOB NUMBER n NA 11 CONCRETE WALL PER LANDSCAPE ARCHITECT'S PLAN AND SEPARATE PERMIT. R E V I S I O N S NA 12 CONSTRUCT HARDSCAPING PER LANDSCAPE ARCHITECT'S PLAN. CHECKED RV NA 13 OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE. NA 14 INSTALL CONCRETE PAVERS. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. SF NA 15 INSTALL WOOD FLOORING. COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLANS. SF NA 16 INSTALL ADA PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS ON SHEET 2. EA 1 17 INSTALL TRUNCATED DOMES PER 2019 CBC REQUIREMENTS SF 55 18 CONSTRUCT LANDSCAPE ROCK/GRAVEL PER DETAIL 5 ON SHEET 2 & LANDSCAPE PLANS EA 3 DI G A L_E RT ivv vv� DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DICT 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 DN. 0.6', 330' NORTH OF C.L. INT. OF WASHINGTON STREET AND 52ND 98927° & 6.2' SOUTH OF PP# ELEV. = 40.110 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE 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 QgOFESS/pI9 Palm Desert, CA 92211 �� EI t �F Phone: (760) 346-7481 �``' �P �! ��, MBAKERINTL.COM = ✓i s m I N T E R N A T 1 0 N A L z No. C43090 * * PREPARED UNDER THE DIRECT SUPERVISION OF: d' �IV1l \P ,�'� /' q '�41k4 (j lFOF CAIIF�� DATE: 06-07-2021 R.C.E. 43090 EXP. 03/31/2M MICHAEL TYLMAN06/14/21 APPROVAL BY: CITY OF LA QUINTA BRY W. MCKI DATE Z CITY ENGINEER R.C.E. N0. 49418 EXP. 09/30/2022 CITY OF LA QUINTA, CALIFORNIA S H E E T 3 OF� SHEETS SILVERROCK RESORT PA 3 TRACT 37730 PRECISE GRADING PLANS (MODELS) C Q LOTS rJ 8 LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. DWG. NAME DATE BY DESCRIPTION APP'D DATE DRAWN SM DESIGNED SM JOB NUMBER n FILE N0. R E V I S I O N S SCALE AS NOTED CHECKED RV DATE FOR: CITY PROJECT NO. PG2020-0011