Loading...
RG2020-0002VICINITY MAP IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA OWNER SILVERROCK PHASE 1, LLC 3551 FORTUNA RANCH ROAD ENCINITAS, CA 92024 (760) 634-6543 SOILS ENGINEER SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 (760) 863-0713 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 GENERAL NOTES NTS 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 .ASIONED 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. CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET M THE EE 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 CALIFORNIAE REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENS LAND SURVEYOR ONLY. PRIOR TO CONSTRUCTION ALL HORIZONTAL ED IZON AL AND VERTICAL SURVEY CONTROL MONUMENTS AND ACCESSORY TIES ARE TO BE LOCATED OR SET IN THE FIELD AND PRE -CONSTRUCTION CORNER RECORDS SHALLBE 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 EOUIPMENT SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: PRESCRIBED BY THE LAQ UINTA 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); 8) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (Sil ); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL PDN -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 C AND MAINTENANCE WORK ZONES AND ANY A R NSTRUCTION 0 DDITIONAL 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-B3-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 CONTRACTORSUBMIT FO TY ( ) OPER [ SHALL R CI 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 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 LOCATIONSA N 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. 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. D1CTAT-ERT BENCHMARK: BASIS OF BEARINGS: DESCRIPTION' THE BEARINGS SHOWN HEREON ARE KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE P TOLL FREE O.D.I.P. FILLED W/ CONIC. IN 5" SECTION 6, T. 6S., R. 7E., O.D. CONIC. COLLAR ON. 0.6', S.B.B.k M., AS SHOWN ON TRACT 1 800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB ATLEASTTWO DAYS WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF AVENUE k 6.2' SOUTH OF PPRP RIVERSIDE COUNTY, CA. SILVERROCK RESORT PA 3 - TRACT N0. 37730 ROUGH GRADING PLANS LOCATED WITHIN SECTIONS 5, 6, AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR: SILVERROCK PHASE 1, LLC 3551 FORTUNA RANCH ROAD ENCINITAS, CA 92024 (760)634-6543 LAVENUE 52 i ■ I I� e s B I` I I I' 1 II ♦ � N\ j , \ \P ,�\Po o�oy I I' PARCEL 17 I I Q100=9.81cfs, IS �' 17 ow 16 w- PARCEL 15 PARCEL 5 14 Q100=31.0 sl ,� 13 "<N\\ 12 \ \ 2 II PARCEL 17 11 3 1 4 ` 10 �Y _ .4 9 B 7 \ 4 `4= WWF WWF Wim, / INDEX MAP 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: C'm IFSSip SLADDEN ENGINEERING ^45090 GCLF CENTER PARKWAY, SUITE FINDIO, CA 92201 d760) 863-0713 760) 863-0847 FAXp 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. 544-1405911 1,8711-532 DATED: NOVEMBER 21, 2019 BEFORE YOU DIG 969270 DATE I BY DESCRIPTION APP'D I DATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. =40.110 R E V I S 1 0 N S EARTHWORK QUANTITIES GRADING NOTES APPROVED BY 8 04 H AND SOILS REPORT NO. 544-14059, 17-01-011 DATED: FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059, W t 2-1 I I I PARCEL 15 PARCEL 5 14 Q100=31.0 sl ,� 13 "<N\\ 12 \ \ 2 II PARCEL 17 11 3 1 4 ` 10 �Y _ .4 9 B 7 \ 4 `4= WWF WWF Wim, / INDEX MAP 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: C'm IFSSip SLADDEN ENGINEERING ^45090 GCLF CENTER PARKWAY, SUITE FINDIO, CA 92201 d760) 863-0713 760) 863-0847 FAXp 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. 544-1405911 1,8711-532 DATED: NOVEMBER 21, 2019 BEFORE YOU DIG 969270 DATE I BY DESCRIPTION APP'D I DATE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. =40.110 R E V I S 1 0 N S EARTHWORK QUANTITIES GRADING NOTES APPROVED BY GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 04 '�,1W2/2o AND SOILS REPORT NO. 544-14059, 17-01-011 DATED: FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059, W NET IMPORT 2-1 04 N 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE FINISH GRADE CHERI FLORES DATE C3 PLANNING MANAGER THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH GRADE BREAK CITY OF LA OUNTA THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. Q W Tn 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. > MASS EXCAVATION AND SOILS REPORT NO. 544-14059, 17-01-011 DATED: FEBRUARY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059, W NET IMPORT 19-11-532 DATED: NOVEMBER 21, 2019 PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. (760) 863-0713. w 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE FINISH GRADE FL COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. FS 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH GRADE BREAK HP THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. LP 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL PROPERTY LINE POE SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. R/W 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6 ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS SEWER SD REPORT. TC 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. TYPICAL 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER ASTM SPECIFICATIONS AND THE ABOVE MENTIONED SOILS WISE WATER SURFACE ELEVATION REPORT. EASEMENT 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED A MINIMUM OF 2' EX EXISTING FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. TOP OF MANHOLE 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM INV INVERT BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN REINFORCED CONCRETE PIPE AC ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. CB 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 TOP OF CURB 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 F A T PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT 0 IDE REPRESEN ATI AREASOF ACR TICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. I 13. THE F TION REPORT APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. INIAL COMPACTION AND 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 A 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 COMMINICAT IONS GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAI 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 CG :STRUCTION 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. 19. FIRE ACCESS ROAD SURFACES SHALL BE DESIGNED TO BE ALL-WEATHER AND ABLE TO SUPPORT 40,000 POUNDS OVER TWO AXLES. ABBREVIATIONS (501.54) _ad EILL MASS EXCAVATION 5,678 CY 10,657 CY NET IMPORT 4,979 CY 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 POE PUBLIC UTILITY EASEMENT R/W RIGHT OF WAY S SEWER SD STORM DRAIN TC TOP OF CURB TYP TYPICAL W WATER WISE WATER SURFACE ELEVATION ESMI 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 NOTE THE PROJECT SITE HAS BEEN "PRE -GRADED", THE ABOVE QUANTITIES ARE RAW QUANTITIES AND DO NOT INCLUDE OVER -EXCAVATION AND ARE ENGINEER'S ESTIMATE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL. INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 SECTIONS AND DETAILS 3 ROUGH GRADING PLAN 4 ROUGH GRADING PLAN NOTE TO CONTRACTOR - REMEDIAL GRADING ALL REMEDIAL GRADING SHALL BE PERFORMED IN CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-01-011 DATED 02-10-2021,PREPARED BY:SLADDEN ENGINEERING. 75410 Gerald Ford Drive, Suite 100 ,,�, IT7', �L7 ►l_T*J Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTL.COM INTERNATIONAL PREPARED UNDER THE DIRECT SUPERVISION OF: I✓ DATE: 05-27-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 APPROVALBY: BRYAN W. MCKINNEY CITY ENGINEER R.C.E. NO. 49418 SM I DESIGNED AS NOTED ICHECKED CITY OF LA QUINTA DATE 6FyZL� EXP. 09/30/2022 JOB NUMBER SM 161178 RV DATE 05/26/21 LEGEND AC --- ASPHALT CONCRETE BC --- BEGINNING OF CURVE BCR -- BEGIN CURB RETURN BVC -- BEGIN VERTICAL CURVE OF --- CURB FACE CONC - CONCRETE DWY -- DRIVEWAY EG --- END OF CURVE ECR -- END CURB RETURN EG -- EXISTING GRADE IF --- EDGE OF PAVEMENT EVC - END VERTICAL CURVE FG -- FINISHED GRADE FL — FLOW LINE FS — FINISHED SURFACE GB --- GRADE BREAK GL --- GRADE LINE HP --- HIGH POINT LP --- LOW POINT LS --- LANDSCAPE AREA MVC -- MIDDLE OF VERTICAL CURVE LOC --- LENGTH ON CURB NO -- NATURAL GROUND E -- PROPERTY LINE PCC -- POINT OF COMPOUND CURVE PCC -- PORTLAND CEMENT CONCRETE PI -- POINT OF INTERSECTION PIG -- POINT OF INTER. GUTTER PRC -- POINT OF REVERSE CURVE PP --- POWER POLE PVI -- POINT OF VERTANTERSECTION RP --- RADIUS POINT R/W -- RIGHT-OF-WAY S/W -- SIDEWALK TO -- TOP OF CURB TEL -- TELEPHONE BOX WV --- WATER VALVE VC --- VERTICAL CURVE VLT -- VAULT WM --- WATER METER WSE --- WATER SURFACE ELEVATION PAD ELEVATION . . . . . 369.1 EXISTING ELEVATION . . . . . . , (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 . . . .— UTILITY TELEVISION LINE. . TV-- V—UTILITY UTILITYELECTRICAL LINEEDISON _. _-- — ( ) -E— UTILITY WATER LINE . . . . . . - -W— — — -- UTILITY SEWER LINE . . . . . . — — —S — — — WDIDI# CITY OF LA QUINTA, CALIFORNIA SHEET SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS OF--A--SHEETS TITLE SHEET DWG. NAME LOCATED WITHIN SECTIONS 5 Aro 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. FILE N0. CITY PROJECT NO. RG2020-0002 I -f 6' I 1s STYPE 'C' CURB 33 E SUB -GRADE LINE 0.81' BELOW STREET F.S. CONCHILLA COURT TYPICAL SECTION (PRIVATE) NTS 16' i 6. TYPE "C" CURB 2.00% NOTE: PARKING ON ONLY ONE SIDE OF STREET � P/L v P/L (REAR YARD) (SIDE YARD) (SIDE YARD) 20 J 7.5' VARIES 7.5' 6' MIN. SETBACK 6' -HIGH J i BENCH 6" -HIGH TEMP. o VARIES. E3 BERMm SWALE rSWALE PAD v 1` PAD tiA IFPER PAD EXIST.GOLF <F V MIN. ORSE BENCH A SECTION J C SECTION 2 NTS 2 NTS DRAINAGE SWALE ) SII _.sn SGFA 0.5% MIN. FG 55(TYP.05x N. 1 55.1 5.3 FL P FL2- LOT MEER LOT ' l+lII 5 PADwi PAD ELEV. I I I I LOT LINE Z �I DRAINAGE SWALE o 0 0.5% MIN. (TYP.) I I I� I 10' PUE �- — — — — — — PUE - — — R / W ...R/W— _ _ i0 0 DIG -ERT /W �M DLAL TOLL FREE 1 800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROLLED CURB — -- I STREET CENTERL.INL TYPICAL LOT GRADING NOT TO SCALE e3�[6121"Mu l KPD-103-3-70 FD. 1 1/4" O.D.I.P. FILLED W/ CONC. IN 5- O.D. CONIC. COLLAR ON. 0.6', 330' NORTH OF C.L. INT. OF WASHINGTON STREET AND 52ND AVENUE & 6.2' SOUTH OF PP$ 989270. ELEV. = 40.110 73%.09121-1:01 0 MOW 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. DATE I BY DESCRIPTION R E V I S 1 0 N S 6' CONCRETE MOW STRIP FINISHED GRADE DLIAIL 81ELOW B B SECTION 2 NTS INSTALL SIGNAGE ALONG EITHER SIDES OF PATH WAY STATING 'FOR EMERGENCY VEHICLES, GOLF CARTS & MAINTENANCE VEHICLES ONLY. NO VEHICULAR TRAFFIC ALLOWED'. STANDARD "NO PARKING' SIGN SIZE (18'x24') SHALL BE USED. ON MOW -CURB, WHERE LOCATED WITH GRASSPAVE2/FIRE ACCESS ASSEMBLY SHALL BE PROVIDED WITH FIRE LANE STENCILING AT EVERY 30 -FEET (TYPICAL) 'NO PARKING - FIRE LANE - CVC 22500.1- 20' FIRE ACCESS (TYP.) g' 12' R• GRASSPAVE2 I CONCRETE GOLF CART PATH MIRAFI EHG'G. ?IC (TYR) & co- • .� � � 1 2 CART PATH & GRASSPAVE2 NTS i EXIST. GOLF WURS 12' THICK CLASS III SOIL COMPACTED TO 95% RELATIVE COMPACTION PER GEOTECHNICAL RECOMMENDATIONS RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS (A COMBINATION OF LETTERING ON TOP OF CURB AND SIGNAGE POSTING SHALL BE USED TO SATISFY THE RCFD FIRE LANE REQUIREMENTS FOR THIS PROJECT) 1. LETTERING ON TOP OF CURB FLUSH CURB OR MOW -ORB SHALL BE PAINTED RED AND AT EVERY THIRTY (30) FEET THERE SHALL BE STENCILING OF WHITE LETTERS SPELLING OUT 'NO PARKING - FIRE LANE - CVC 22500.1" ALL LETTERS AND NUMBERS SHALL BE MINI" OF THREE (3) INCHES. SEE FIGURE i OF THE ROD FIRE LANE REQUIREMENTS. 2. ON MAIN ROADWAY AND PARKING LOT, INSTALL PERMANENT 'POSTING" SIGN, AT LOCATIONS DESIGNATED BY THE FIRE DEPARTMENT, AND/GR LOCATED AS 91OWN ON PLAN, WITH LETTERING 'NO PARKING - FIFE LANE - CVC 22500.1'. STANDARD 'NO PARKING' SIGN SIZE (18'X24') SHALL BE USED. SEE FIGURE 6 OF THE RCFD FIRE LANE REQUIREMENTS FOR SIZE, POLE HEIGHT AND LETTERING COLORS. APP•D I DATE 75410 Gerald Ford Drive. Suite 100 .,�, ITS', �Gl ►J1''J Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTL.COM INTERNATIONAL PREPARED UNDER THE DIRECT SUPERVISION OF: J DATE: 05-27-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 APPROVALBY. BRYAN W. MCKINNEY CIN ENGINEER R.C.E. NO. 49418 SM AS NOTED EXIST. GOLF COURSE R/W C/L CONCHILLA CT 16.5' I I R`MED D 4" CURB D4OPOS D AC 'AVEM NT EXIST.) GOLF COURSE APPROVED BY. �/zL2s7 C RI FLORES DAR PLANNING MANAGER OTY OF LA QUINTA (WAR YARD) eF SECTION 2 NTS D D SECTION 2 NTS CITY OF LA QUINTA DATE 40/0/ EXP. 09/30/2022 JOB NUMBER SM 1811]8 RV DATE 05/26/21 CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS SECTIONS AND DETAILS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. RG2020-0002 SHEET C-2 OF 4 SHEETS FILE NO. CONSTRUCTION NOTES UNIT OTY. O1 CONSTRUCT 5- PCC OVER 4- AGGREGATE BASE FOR EMERGENCY VEHICLE ACCESS PATH SF 5,300 O2 INSTALL GRASSPAVE2 PER MANUFACTURER'S SPECIFICATIONS SF 2,920 Q CONSTRUCT 4- THICK PCC GOLF CART PATH SF 5,930 ® INSTALL 4- PVC PERFORATED DRAIN PIPE W/ 12' (3/4'-2" 0) (RAVEL AROUND PIPE LF 360 OS INSTALL 4- PVC DRAIN PIPE (12' MIN. COVER) LF 230 © CONSTRUCT 6- THIO( CMCETE MOW STRIP LF 350 CITY OF LA QUINTA DATE 40/0/ EXP. 09/30/2022 JOB NUMBER SM 1811]8 RV DATE 05/26/21 CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS SECTIONS AND DETAILS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. RG2020-0002 SHEET C-2 OF 4 SHEETS FILE NO. g 1 I (SIDE YARD) 7.5' VA v LOWER PAD ? MUM— 3' SUB -GRADE LINE 0.81' BELOW STREET F.S. CONCHILLA COURT TYPICAL SECTION (PRIVATE) NTS P/L (SIDE YARD) S 7.5' ? 6" -HIGH In TYPE "C" CURB 2.00% NOTE: PARKING ON ONLY ONE SIDE OF STREET EXIST. GOLF COURSE — R/W ULIAIL BELOW B B SECTION 2 NTS INSTALL SIGNAGE ALONG EITHER SIDS OF PATH WAY STATING "FOR EMERGENCY VEHICLES, GOLF CARTS & MAINTENANCE VEHICLES ONLY. NO VEHICULAR TRAFFIC ALLOWED". STANDARD 'NO PARKING" SIGN SIZE (18"x24") SHALL BE USED. ON MOW -CURB, WHERE LOCATED WITH GRASSPAVE2/FIRE ACCESS ASSEMBLY SHALL BE PROVIDED WITH FIRE LANE STENCILING AT EVERY 30 -FEET (TYPICAL) "NO PARKING - FIRE LME - CVC 22500.1- 20' FIRE ACCESS (TYP.) 6" CONCRETE MOW STRIP 6• FINISHED GRAD-, r� A ° '. EXIST. GOLF COURSE /x C' CONCRETE eASECTION C SECTION i� ..FAerstc (Trn) GUSsrAVE2x✓� i?�i. i� i�, .1N, NTS NTS APER LS MANUFACTURER'S PECS-TYP) 12" THICK CLASS III SOIL COMPACTED TO 95% RELATIVE COMPACTION PER GEOTECHNICAL RECOMMENDATIONS 2 CART PATH & GRASSPAVE2 NTS 00 5%MIrv.ALE SFGs �i - 55G/RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS (TYP.) (A COMBINATION OF LETTERING ON TOP OF CURB AND SIGNAGE POSTING SHALL BE USED TO SATISFY THE RCFD FIRE LANE REQUIREMENTS FOR THIS PROJECT) _ O.SS MIN. _ 55.1 55.3 55.1 I 1. LETTERING ON TOP OF CURB: FLUSH CURB OR MOW -CURB SHALL BE PAINTED RED AND AT EVERY THIRTY FL FL HP FL (30) FEET THERE SHALL BE STENCILING OF WHITE LETTERS SPELLING OUT "NO PAWING - FIRE LANE - CVC 1 I+ 22500.1" ALL LETTERS AND NUMBERS SHALL BE MINIMUM OF THREE (3) INCHES. SEE FIGURE 1 OF THE RCFD 1�2 FIRE LANE REQUIREMENTS. 2' I 2. ON MAIN ROADWAY AND PARKING LOT, INSTALL PERMANENT "POSTING" SIGN, AT LOCATIONS DESIGNATED LOT NUMBER LOT 5 yl BY THE FIRE DEPARTMENT, AND/OR LOCATED AS SHOWN ON PLAN, WITH LETTERING "NO PARKING - FIRE LANE PADti55.6 PAD ELEV. - CVC 22500.1". STANDARD "NO PARKING" SIGN SIZE (18"X24') SHALL BE USED. SEE FIGURE 6 OF THE RCFD FIRE LANE REQUIREMENTS FOR SIZE, POLE HEIGHT AND LETTERING COLORS. I I LOT LINE Z O �I � KI DRAINAGE SWALE o (FRONT YARD) P/L. P/L 0 0.55 MIN. (TYP.) 20' I w SETBACK 10' PIIS — — — — — — — a J 14' 8' VARIES — PUE - R/W m DRIVEWAY PARKING 30 -50 0 1' MIN. R/W—BENCH LOTS 1-4 PROP 54.59TC . 0" pRpp. 4 • 4I " EEN(H 54.24TC PER ST. PLAN PAD 15X WN CURB p�E LR141�AY CUB B D ROLLED CURB ����2S MIN. PROPOSED AC `-STREET CENTERLINE PAVEMENT TYPICAL LOT GRADING 7' NOT TO SCALEE SECTION 2 NTS APPROVAL BY BRYAN W. MCKINNEY CITY ENGINEER R.C.E. NO. 49418 SM DESIGNED AS NOTED ICHECKED EXIST. GOLF COURSE C/L CONCHILLA CT 16.5' PROP. 4" ROLLED CURB PROPOSFU AC PAVEMENT 2' HIGH - ROCK WALL EXIST.J GOLF COURSE 20' SECTION 2 NTS 6" MIN. BENCH g' :17' IRT PATH 1' MIN. BENCH '1 CgRI FLORES DATE( N PLANNING MANAGER CITY OF LA OUINTA b (REAR YARD) VARIES R is P/L (BEAR YARD) 20' Ied SETBACK LOTS 13-14 D D SECTION 2 NTS BENCHMARK: BASIS OF BEARINGS: ICITY. iO CONSTRUCT 5" PCC OVER 4" AGGREGATE BASE FOR EMERGENCY VEHICLE ACCESS PATH SF 5,300 1 75410 Gerald Ford Dnve, Suite 100 INSTALL GRASSPAVE2 PER MANJFACTUER'S SPECIFICATIONS SF 2,920 O3 CONSTRUCT 4" THICK PCC GOLF CART PATH iW vv� DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA fESCATIPTIG'L KPD-103-3-70 FD. 1 1/4" O.D.I.P. FILLED W/ CONIC. IN 5" O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L. INT. OF WASHINGTON STREET AND 52ND AVENUE & 6.2' SOUTH OF PP(/ 989270 ELEV. = 40.110 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. R$DFESS/pw'Michael Baker Palm Desert, CA 92211 e2� FL T !F Phone: (760) 346-7481 =' ��� r(> yz I N T E R N A T 1 0 N A L MBAKERINTL.COM w ^ d' No.C43090 a • + PREPARED UNDIR THE DIRECT SUPERVISION OF: sill OIV1F EOF r. L\ ✓ DATE: OS -27-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2021 LF 360 O5 INSTALL 4" PVC DRAIN PIPE (12" MIN. COVER) LF 230 © CONSTRUCT 6" THICK CONCfETE MOW STRIP LF 350 DATE BY DESCRIPTION APP'D DATE R E V I S I O N S APPROVAL BY BRYAN W. MCKINNEY CITY ENGINEER R.C.E. NO. 49418 SM DESIGNED AS NOTED ICHECKED EXIST. GOLF COURSE C/L CONCHILLA CT 16.5' PROP. 4" ROLLED CURB PROPOSFU AC PAVEMENT 2' HIGH - ROCK WALL EXIST.J GOLF COURSE 20' SECTION 2 NTS 6" MIN. BENCH g' :17' IRT PATH 1' MIN. BENCH '1 CgRI FLORES DATE( N PLANNING MANAGER CITY OF LA OUINTA b (REAR YARD) VARIES R is P/L (BEAR YARD) 20' Ied SETBACK LOTS 13-14 D D SECTION 2 NTS CITY OF LA QUINTA DATE G - L EXP. 09/30/2022 JOB NUMBER SM8117W RV DATE FOR: 05/26/21 CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS SECTIONS AND DETAILS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. RG2020-0002 SHEET C-2 OF 4 SHEETS LW1L49lIFPUv 0 ylW=1f, n T 1 CONSTRUCTION NOTES UNIT ICITY. iO CONSTRUCT 5" PCC OVER 4" AGGREGATE BASE FOR EMERGENCY VEHICLE ACCESS PATH SF 5,300 2O INSTALL GRASSPAVE2 PER MANJFACTUER'S SPECIFICATIONS SF 2,920 O3 CONSTRUCT 4" THICK PCC GOLF CART PATH SF 5,930 Q4 INSTALL 4" PVC PERFORATED DRAIN PIPE W/ 12" (3/4'-2" 0) GRAVEL AROUND PIPE LF 360 O5 INSTALL 4" PVC DRAIN PIPE (12" MIN. COVER) LF 230 © CONSTRUCT 6" THICK CONCfETE MOW STRIP LF 350 CITY OF LA QUINTA DATE G - L EXP. 09/30/2022 JOB NUMBER SM8117W RV DATE FOR: 05/26/21 CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS SECTIONS AND DETAILS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. CITY PROJECT NO. RG2020-0002 SHEET C-2 OF 4 SHEETS LW1L49lIFPUv 0 ylW=1f, n T 1 APPROVED BY. MATCHLINE - SEE RIGHT VIEWPORT� w 22.17 CHERI FLDRES DATE PLANNING MANAGER \ I I INV an OF LA oUINTA �`\ \ CONSTRUCTION NOTES = rx1S-ting L dke w \ \ EXIST EMERGENCY ATE �1 CONSTRUCT 5° PCC OVER 4' AGGREGATE BASE FOR EMERGENCY VEHICLE ACCESS PATH ICLE � V I ti� ACCESS ROAD INSTALL GRASSPAVE2 PER MANUFACTURER'S SPECIFICATIONS CONSTRUCT 4" THIOL PCC GOLF CART PATH Jl.� O;f °'� - Q4 INSTALL 4' PVC PERFORATED PIPE i V`7 INSTALL 4" PVC DRAIN PIPE (12" MIN. COVER) 30.85 FS 31.04 FS N JOIN IX. A © CONSTRUCT 6' THICK CONCRETE MOW STRIP EX[ST. DRIVEWAY It r xi o tf n J L d e JOIN 7 F II . 1 JOIN2IX JOIN EX.31 20 p \ \. 20' ENTRY GAFF FSfF PERMISSION TO GRADE LETTER \ \\ r FROM CITY OF LA OUINTA �^ \ \ ;. 3 ON FILE AT TH CITY ' 5 \ \\ \ 34.26 �J (TYPICAL ALONG ALL BOUNDARIES)FS \ \ \ \ FSB.. SECTION . \' 33. I 1 aFro "o '1 - \ EXIST. CONCRETE LINE \ Exi eet n g r IJ 1 r �i \� FS 6 ' e 0 DAYLIGHT \ P/L EMERGENCY VEHICLE 5 • I 2 .,_.. � LINE \ \ \ � ACCESS ROAD Existing rcI�nimy \ \ v � ,.' "-•. 32.00 3 \ \ I J\ r I J f \�, JOIN E FS Fr1 1\ r , f �A FA/\ \ \ ` 1\ F 1 J �. 29.50 JOIN EX. \ \ \ \ m ry INv 2 29 34.59 FS I f W . PE=36.3 Jg<S> JOIN EX. I ... OIN oc. • ` \ \\ \ a Jzo' N 4g3. TRACT \ \ BOUNDARY 30.81 FS \ \ \ ��S• r 35 50 " : �. LOT OF JOIN IX. �� iUp fS Fp Y �" 34.63--35.12 .93 34.79 A PE \ \ 35 34.71 TC TG J .D TG \ \ MATCHLINE - SEE LEFT VIEWPORT �1) 'S \ T : r. V� g ge �\ \\ \ \�`� 3ATC �-7-34.--b.O $5--�� �•y '28-TsC- - 2 iC 96_______.-�N, A 8" E3 WR LINE JJ....0. > &-04'34'00" .4 \\\ \ J.R=3 -34.4 - RW 40 20 0 40 80 120DAYLIGHT . LINE ---"34�;.3 B'^Z9a ' o- S- �__ \ \ SCALE: 1"-40" 27 90 5 \\ i ``oT� y%" - 5 .75' R/w / 93-.x' ... 1 13 STC 9 DAYLIGHT \ \ LINE W {7j. ✓ /\G�$• \\ SiWETt LITE \x•53. p: M,.: �,�Pob..... _ �f X379' W 26� \ \ \ o \ \ S�O ce�� W �22 CID PE8.3 TC PEEM PE-_ 35.3 m \ S 20 $TC 36. 1 S4 \ \ 2 EXISTING WATER _ 1: \ TCeC TO 0� hast v A _ a?1? 1. \ • LITE k SEWER LINE PN�OWA •� TC ? M ,. • ,$, �1' 46.55 \ Q _..._..._ TO BE RELOCATED BY --''* � O2• � 471 •T � � \i'�/ ''�- s �',Q--� OTHERS (TYPICAL) 18 � � 5p° t '1g 1e• °?? � �, At' /� - ,,� 23. S \ \ -✓"'PE-ii?. 7J \ 3p� J \` PEbl.1 lC pS - •1. SS _. _.. ,SS _ ~I 1 % • T \\ TC cC-..-_/-` 32.93_ +1 \ S TO _ --`.'--SS Qom.._ 90. \ 11 46' .Tl.00' A A ' 33.77 FS � 00 S-..._._.._ 4s� \pi EX. 90.00• -ss 1_6 TRACT 24// y°� BOUND OU DARY. �B°> �' PE�7.3 // - DAYLIGHT \\ DAYLIGHT I N41 58'07-W 824.21' -�.-,.SS �. \ LINE --- 105.91' 1 33.65 FS 15 •.9 ,�'h \ \� TRACT 134.40' 36.10 BOUNDARY - 4 FS 4P / s ,.. \ J4. LI IGHT NE r x i ling r cjj r \iv cjy I 3 3- EXISTING EASE1fNT5 V\ \\ \ EXISTING EASEIOIIS ii �• --_! . _TO E ABAN"m I il o - W (3D) DAYLIGHTJUIN L Fs TO BE ABANDONED\ \ �r\ r I f I Z LIPS JDIN EX. _ .�- �c^ 32.62-. \ I SECTION. JOIN IX. t, SECTIQJ \ / 1 / LINE _. o LINE \ \ ' ,a� \ \ \ '`\ .. .. , ' I PROP. 24' - f 0 .. .-' .. SO LINE 40 20 0 40 60 120 SCALE: 1"=40' DIG ALERT BENCHMARK. BASIS OF BEARINGS: 75410 Gerald Ford Drive. Suite 100 APPROVALBY CITY OF LAQUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T ivv vv� DESCRIPTION TIE BEARINGS SHOWN HEREON ARE ZP%i ESS /p Michael Palm Deuet, CA 92211 KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE Quo EL f?, Phone :(760)346-7481 SIPA3 ROC T37730RESORT C-3 �`� �V 2 •+- MBAKERINTL.COM PA 3 TRACT 37730 DIAL TOLL FREE O.D. 1 .P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S. , R. 7E. , - I N T E R N A T 1 0 N A L W DATE G/3 z ROUGH GRADING PLANS O.D. CONC. COLLAR ON. 0.6', S.B.B.k M., AS SHOWN ON TRACT „�, ,^„ BRYAN W. MCKINNEY C -4SHEETS 1 500-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB -. - m NO Ca3090 A cm ENGINEER + + PREPARED UNDER THE DIRECT SUPERVISION OF: DWG. NAME WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF R.C.E. No. aeaia EXP. 09/30/2022 AT LEAST TWO DAYS -- -. J} OIV IL �� G AVENUE k 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. qr pQ� �II�r-./ i -"+ DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS s AS. e, FILE NO. BEFORE YOU DIG 989270 DATE By DESCRIPTION API DATE FOP CALIF / sM sM telae TOWNSHIP 6 SOUTH, RANG 7 EAST, 5.8.8.4 M. DATE: OS -27-2021 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 05/26/21 CITY PROJECT NO. RG2020-0002 LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N 08'50'42" E -- 23.50 -- 2 51"11'25" 613.50' 548.12 293.88' 3 N 29'57'53" W -- 351.91' -- 4 40"54'17" 116.52' 83.19 43.45' SECTION . \' 33. I 1 aFro "o '1 - \ EXIST. CONCRETE LINE \ Exi eet n g r IJ 1 r �i \� FS 6 ' e 0 DAYLIGHT \ P/L EMERGENCY VEHICLE 5 • I 2 .,_.. � LINE \ \ \ � ACCESS ROAD Existing rcI�nimy \ \ v � ,.' "-•. 32.00 3 \ \ I J\ r I J f \�, JOIN E FS Fr1 1\ r , f �A FA/\ \ \ ` 1\ F 1 J �. 29.50 JOIN EX. \ \ \ \ m ry INv 2 29 34.59 FS I f W . PE=36.3 Jg<S> JOIN EX. I ... OIN oc. • ` \ \\ \ a Jzo' N 4g3. TRACT \ \ BOUNDARY 30.81 FS \ \ \ ��S• r 35 50 " : �. LOT OF JOIN IX. �� iUp fS Fp Y �" 34.63--35.12 .93 34.79 A PE \ \ 35 34.71 TC TG J .D TG \ \ MATCHLINE - SEE LEFT VIEWPORT �1) 'S \ T : r. V� g ge �\ \\ \ \�`� 3ATC �-7-34.--b.O $5--�� �•y '28-TsC- - 2 iC 96_______.-�N, A 8" E3 WR LINE JJ....0. > &-04'34'00" .4 \\\ \ J.R=3 -34.4 - RW 40 20 0 40 80 120DAYLIGHT . LINE ---"34�;.3 B'^Z9a ' o- S- �__ \ \ SCALE: 1"-40" 27 90 5 \\ i ``oT� y%" - 5 .75' R/w / 93-.x' ... 1 13 STC 9 DAYLIGHT \ \ LINE W {7j. ✓ /\G�$• \\ SiWETt LITE \x•53. p: M,.: �,�Pob..... _ �f X379' W 26� \ \ \ o \ \ S�O ce�� W �22 CID PE8.3 TC PEEM PE-_ 35.3 m \ S 20 $TC 36. 1 S4 \ \ 2 EXISTING WATER _ 1: \ TCeC TO 0� hast v A _ a?1? 1. \ • LITE k SEWER LINE PN�OWA •� TC ? M ,. • ,$, �1' 46.55 \ Q _..._..._ TO BE RELOCATED BY --''* � O2• � 471 •T � � \i'�/ ''�- s �',Q--� OTHERS (TYPICAL) 18 � � 5p° t '1g 1e• °?? � �, At' /� - ,,� 23. S \ \ -✓"'PE-ii?. 7J \ 3p� J \` PEbl.1 lC pS - •1. SS _. _.. ,SS _ ~I 1 % • T \\ TC cC-..-_/-` 32.93_ +1 \ S TO _ --`.'--SS Qom.._ 90. \ 11 46' .Tl.00' A A ' 33.77 FS � 00 S-..._._.._ 4s� \pi EX. 90.00• -ss 1_6 TRACT 24// y°� BOUND OU DARY. �B°> �' PE�7.3 // - DAYLIGHT \\ DAYLIGHT I N41 58'07-W 824.21' -�.-,.SS �. \ LINE --- 105.91' 1 33.65 FS 15 •.9 ,�'h \ \� TRACT 134.40' 36.10 BOUNDARY - 4 FS 4P / s ,.. \ J4. LI IGHT NE r x i ling r cjj r \iv cjy I 3 3- EXISTING EASE1fNT5 V\ \\ \ EXISTING EASEIOIIS ii �• --_! . _TO E ABAN"m I il o - W (3D) DAYLIGHTJUIN L Fs TO BE ABANDONED\ \ �r\ r I f I Z LIPS JDIN EX. _ .�- �c^ 32.62-. \ I SECTION. JOIN IX. t, SECTIQJ \ / 1 / LINE _. o LINE \ \ ' ,a� \ \ \ '`\ .. .. , ' I PROP. 24' - f 0 .. .-' .. SO LINE 40 20 0 40 60 120 SCALE: 1"=40' DIG ALERT BENCHMARK. BASIS OF BEARINGS: 75410 Gerald Ford Drive. Suite 100 APPROVALBY CITY OF LAQUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T ivv vv� DESCRIPTION TIE BEARINGS SHOWN HEREON ARE ZP%i ESS /p Michael Palm Deuet, CA 92211 KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE Quo EL f?, Phone :(760)346-7481 SIPA3 ROC T37730RESORT C-3 �`� �V 2 •+- MBAKERINTL.COM PA 3 TRACT 37730 DIAL TOLL FREE O.D. 1 .P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S. , R. 7E. , - I N T E R N A T 1 0 N A L W DATE G/3 z ROUGH GRADING PLANS O.D. CONC. COLLAR ON. 0.6', S.B.B.k M., AS SHOWN ON TRACT „�, ,^„ BRYAN W. MCKINNEY C -4SHEETS 1 500-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB -. - m NO Ca3090 A cm ENGINEER + + PREPARED UNDER THE DIRECT SUPERVISION OF: DWG. NAME WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF R.C.E. No. aeaia EXP. 09/30/2022 AT LEAST TWO DAYS -- -. J} OIV IL �� G AVENUE k 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA. qr pQ� �II�r-./ i -"+ DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS s AS. e, FILE NO. BEFORE YOU DIG 989270 DATE By DESCRIPTION API DATE FOP CALIF / sM sM telae TOWNSHIP 6 SOUTH, RANG 7 EAST, 5.8.8.4 M. DATE: OS -27-2021 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 05/26/21 CITY PROJECT NO. RG2020-0002 APPROVED BY'. MATCHLINE - SEE RIGHT VIEWPORT WWWWWW� WWWWWWWI W_ W._�1 \\ \ II 22, iJ CHERT DATE T I INY PLANNINGNG MANAGER CITY OF LA QUINTA CONSTRUCTION NOTES X1stin Ldke EXIST. CONCRETE O1 CONSTRUCT 5" PCC OVER 4" AGGREGATE BASE FOR EMERGENCY VEHICLE ACCESS PATH / EMERGENCY VEHICLE i ACCESS ROAD / Q2 INSTALL GRASSPAVE2 PER MANUFACTURER'S SPECIFICATIONS � \ V CONSTRUCT 4" THICK PCC GOLF CART PATH INSTALL 4" PVC PERFORATED DRAIN PIPE P INSTALL 4" PJC DRAIN PIPE (12" MIN. COVER) 30.85 FS 31.04 FS Gy +N Existing \ I ' JOIN IX. o" \ © CONSTRUCT 6" THICK CONCRETE MOW STRIP EXIST. DRIVEWAY &-� r xj sti n g LJ Ike \ 32.77 FS i 33,20 FS JOIN EX. 31.20 \ \ 20' ENTRY GATE _ \ JOIN IDC I JOIN EX. FS P PERMISSION TO GRADE LETTER \� FROM CITY OF LA QUINTA \ 3 ON FILE AT THE CITY 34 20 .(TYPICAL ALONG ALL B011OARIES) FSS \ \ ( / 34.00 : -32 10 FS \ GB N + SECTION \ _. 33 I � ..-7\, EXIST. CONCRETE r r' 6 0 DAYLIGHT P/L E]ER(£NCY VEHICLE -.�}5r r :U 9 (1 j-1 CJ r L 1 r 4�J rl y LINE \ Fs ce ILINE ACCESS ROAD 4 30, f existing r C11r�iVcJ�f 32.00FS ;t,x 17 \\� -.:, \5� __ <J •�•4. _ 34.45 FS pARcr L J f \\ \\ I I �r1�-r I J f a: 29.50 2 ., �.; JOIN EX. �..... "OV INV rS'Sjp • , \� \ '�1 3 �, \ \ 34.59 FS _ 39<52 JOIN EX. 30.70 FS Arm. ',?5i II 20' \ \ N LOT ''` 493 TRACT 30.81 FS \ \ \ ��•. 3LOT'E' BOUNDARY . �� " " FS -W S K .°` S 34.63-- 35.12 -?5,5.3 .93._ 34.79 JOIN EX. \ 34.71 4 TC TC IC TC MATCHLINE - SEE LEFT VIEWPORT T PROP. a" \� 1,R v Nii WATER LINE _. 0�� Q'� 6p �\ a. 28 TC_-- - -_ 4.98'_ R�30.00'• \ \ - _ - woommommiS DAYLIGHT �l � � 7 "`QO5x�70'- 34.41 M---- 3J.gOh, R/W L=50.21' \ \ 40 20 0 40 80 120 \ 0 • LIME � � � 58 27 7. -. y,.5 2 TC I ----M, - 33. 34.31 ' 33. rc °" \ \ L. 33. �- -+ /q_ �' \-w 26 \ \ SCALE: 1 =40' PE=3.S `,o,A• t'C��+! S 1 ... _ 90.75_ .. _ - a/W 90.13 `-ST33� 9... \ DAYLIGHT \ \ ' / , . � � � � � \ 87.91, TC �• 3?- ?5 \ \ � � � 92'N5 PROP. 8" SEWER LIME W 53 p. ��\ ?9' TC £yC TC p yam! s s�,w yc I fn . 9 , e.'. / - / \ \ \ 7 C S\ W 'I57.97 3?.13 LLQ LU PIE -W3 TC _ + '� 22 I 21.. 3.28" N PE�D6.1! PE=35.3 23\ m A 20 \ / 0 PE=35.0 \ T� �? l`if't. `�' 36.1 j ; PE -06.7 \ \ \ £C EXISTING WATER IV LINE It SEIIIER TOOTHE S OCATED (TYPICAL) PE -34.8 PE -04.7 I T C TC I 4I? 3 77 78 y■0\. % S?? OTHERS (TYPICAL) 02. �C�A � 25 PE -38.1 \ 17 eyC rcec 32.93.1 90-00' PE 00, 43.48• TC ' 90.00' i• ��� - \ "a � �..... - -j - �6 33.77 Fs 90.00'sa_ - - I TRACT 24 I Ex. ry ; 1 90.00• ss UOARY ?g9 PE�7.3 / LINE DAYLIGHT .. \� \ DAYLIGHT J 07 W 824.21' 105 I BO � ...., LINE .91' \� sQ 15 bb 33.65 FS 1 0 ,0 0 I \ ♦� \ TRACT EOUNDARY 134 4O+ 36.10 FS-Ff . DAYLIGHT Existing r cj1rv1icjy _- LIPS / 3 EXISTING EASEMENTS - DAYLIGHT l i JOIN EX. TOBEABANDONENG D \ \ \°\-\ r / , r TO BE ABANDONED \ / .W .. .... 32.64 FS LINE � � .. r � 17 I � 1 z SECTION _ ,�. JOIN 6EX. SEPCTTION� / 111E LI \ I / ...� ,... DRIP. 24" I V 4 r \ .,. .lV LINE � 1 N (3ar / E s, i / , , 40 20 0 40 80 120 SCALE: 1"=40' DIGALER,T BENCHMARK: BASIS OF BEARINGS 7s410 Gerald Ford Drive, Site 100 APPROVALBY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T M/ W� DESCRIPTION: THE BEARINGS SHOWN HEREON AREFpOFE6S/p� . Palm Desert, CA 92211 . : . SILVERROCK RESORT `^_ ; KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE -- - ?``� EL 7 2F Phone: (760) 346-7481 PA 3 TRACT 37730 v -3 ..`" `t•Y' 7 i DIAL TALL FREE O.D. I .P. FILLED W/ CONIC. IN 5" SECTION 6, T. 6S., R. 7E., ! MBAKERIN ILGUM h>_ I N T E R N A T 1 0 N A L DATE G 3 Z ROUGH GRADING PLANS O.D. CONIC. COLLAR ON. 0.6', S.B.B.& M., AS SHOWN ON TRACT '^ BRv W. MCKINNEY OF 4 SHEETS L 1-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB NO C43080 CITY ENGINEER DWG. NAME 2 • * PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. N0. 49418 EXP. 09 WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF /30/2022 f AT LEAST TWO DAYS RIVERSIDE COUNTY, CA. �l� CIV0. ��� DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS 5 Aro S. FILE N0. BEFORE YOU DIG AVENUE & 6.2' SOUTH OF F'Pj/ TF F& X: TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.S.B.k M. 989270 DATE BY DESCRIPTION APP'D DATE OF CAL7 - SM SM 161178 DATE: OS -27-2021 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. =40.110 R E V I S 1 Q N S MICHAEL TYLMAN R.C.E. 43090 E%P. 03/31/2022 SCALE AS NOTED CHECKED RV DATE 05/26/21 FOR. CITY PROJECT NO. RG2020-0002 E LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N 08.50'42" E - 23.50' -- 2 51.11'25" 613.50' 548.12' 293.88' 3 N 29'57'53" W - 351.91' -- 4 40'54'17 116.52' 83.19' 43.45' SECTION \ _. 33 I � ..-7\, EXIST. CONCRETE r r' 6 0 DAYLIGHT P/L E]ER(£NCY VEHICLE -.�}5r r :U 9 (1 j-1 CJ r L 1 r 4�J rl y LINE \ Fs ce ILINE ACCESS ROAD 4 30, f existing r C11r�iVcJ�f 32.00FS ;t,x 17 \\� -.:, \5� __ <J •�•4. _ 34.45 FS pARcr L J f \\ \\ I I �r1�-r I J f a: 29.50 2 ., �.; JOIN EX. �..... "OV INV rS'Sjp • , \� \ '�1 3 �, \ \ 34.59 FS _ 39<52 JOIN EX. 30.70 FS Arm. ',?5i II 20' \ \ N LOT ''` 493 TRACT 30.81 FS \ \ \ ��•. 3LOT'E' BOUNDARY . �� " " FS -W S K .°` S 34.63-- 35.12 -?5,5.3 .93._ 34.79 JOIN EX. \ 34.71 4 TC TC IC TC MATCHLINE - SEE LEFT VIEWPORT T PROP. a" \� 1,R v Nii WATER LINE _. 0�� Q'� 6p �\ a. 28 TC_-- - -_ 4.98'_ R�30.00'• \ \ - _ - woommommiS DAYLIGHT �l � � 7 "`QO5x�70'- 34.41 M---- 3J.gOh, R/W L=50.21' \ \ 40 20 0 40 80 120 \ 0 • LIME � � � 58 27 7. -. y,.5 2 TC I ----M, - 33. 34.31 ' 33. rc °" \ \ L. 33. �- -+ /q_ �' \-w 26 \ \ SCALE: 1 =40' PE=3.S `,o,A• t'C��+! S 1 ... _ 90.75_ .. _ - a/W 90.13 `-ST33� 9... \ DAYLIGHT \ \ ' / , . � � � � � \ 87.91, TC �• 3?- ?5 \ \ � � � 92'N5 PROP. 8" SEWER LIME W 53 p. ��\ ?9' TC £yC TC p yam! s s�,w yc I fn . 9 , e.'. / - / \ \ \ 7 C S\ W 'I57.97 3?.13 LLQ LU PIE -W3 TC _ + '� 22 I 21.. 3.28" N PE�D6.1! PE=35.3 23\ m A 20 \ / 0 PE=35.0 \ T� �? l`if't. `�' 36.1 j ; PE -06.7 \ \ \ £C EXISTING WATER IV LINE It SEIIIER TOOTHE S OCATED (TYPICAL) PE -34.8 PE -04.7 I T C TC I 4I? 3 77 78 y■0\. % S?? OTHERS (TYPICAL) 02. �C�A � 25 PE -38.1 \ 17 eyC rcec 32.93.1 90-00' PE 00, 43.48• TC ' 90.00' i• ��� - \ "a � �..... - -j - �6 33.77 Fs 90.00'sa_ - - I TRACT 24 I Ex. ry ; 1 90.00• ss UOARY ?g9 PE�7.3 / LINE DAYLIGHT .. \� \ DAYLIGHT J 07 W 824.21' 105 I BO � ...., LINE .91' \� sQ 15 bb 33.65 FS 1 0 ,0 0 I \ ♦� \ TRACT EOUNDARY 134 4O+ 36.10 FS-Ff . DAYLIGHT Existing r cj1rv1icjy _- LIPS / 3 EXISTING EASEMENTS - DAYLIGHT l i JOIN EX. TOBEABANDONENG D \ \ \°\-\ r / , r TO BE ABANDONED \ / .W .. .... 32.64 FS LINE � � .. r � 17 I � 1 z SECTION _ ,�. JOIN 6EX. SEPCTTION� / 111E LI \ I / ...� ,... DRIP. 24" I V 4 r \ .,. .lV LINE � 1 N (3ar / E s, i / , , 40 20 0 40 80 120 SCALE: 1"=40' DIGALER,T BENCHMARK: BASIS OF BEARINGS 7s410 Gerald Ford Drive, Site 100 APPROVALBY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T M/ W� DESCRIPTION: THE BEARINGS SHOWN HEREON AREFpOFE6S/p� . Palm Desert, CA 92211 . : . SILVERROCK RESORT `^_ ; KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE -- - ?``� EL 7 2F Phone: (760) 346-7481 PA 3 TRACT 37730 v -3 ..`" `t•Y' 7 i DIAL TALL FREE O.D. I .P. FILLED W/ CONIC. IN 5" SECTION 6, T. 6S., R. 7E., ! MBAKERIN ILGUM h>_ I N T E R N A T 1 0 N A L DATE G 3 Z ROUGH GRADING PLANS O.D. CONIC. COLLAR ON. 0.6', S.B.B.& M., AS SHOWN ON TRACT '^ BRv W. MCKINNEY OF 4 SHEETS L 1-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB NO C43080 CITY ENGINEER DWG. NAME 2 • * PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. N0. 49418 EXP. 09 WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF /30/2022 f AT LEAST TWO DAYS RIVERSIDE COUNTY, CA. �l� CIV0. ��� DRAWN DESIGNED JOB NUMBER LOCATED WITHIN SECTIONS 5 Aro S. FILE N0. BEFORE YOU DIG AVENUE & 6.2' SOUTH OF F'Pj/ TF F& X: TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.S.B.k M. 989270 DATE BY DESCRIPTION APP'D DATE OF CAL7 - SM SM 161178 DATE: OS -27-2021 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. =40.110 R E V I S 1 Q N S MICHAEL TYLMAN R.C.E. 43090 E%P. 03/31/2022 SCALE AS NOTED CHECKED RV DATE 05/26/21 FOR. CITY PROJECT NO. RG2020-0002 E APPROVEDBY- N ID ifity �1ZJwz l UD I''' I / , CHERI NG RESMA DATE p PARr r I 1 / 1 } CITY OF LA OUTANTA W J` JJl Existing Fdjr (-jy y > (� !. " SECTIONI 0_ LINE .. `.,... A=14'52'32' ` 5' W / A=11'21'24• _ R=181.00' W / DAYLIGHT R-222.00' +� L=46.99' O .1 1 \ = EXISTING EASEMENTS `t!`• ' "7'28'15" LINE L=44.00' _ -�- _ �- --W-- - TRACT 1 ' TO BE ABANDONED / R=121.50' E Z 1 _ / T V. / _ - L=15.84' - �R- 2 -.� - -.`- R=216.00 L=82.16' w5 5� J BOU•DARY N30'55' 16'E 'S 5� 5 • q9 l6 f N I _ ,T 38• X49.49' .1 8.72 1 /2 g� 1.001 _ / � N51LLJ'47'32°W 161.59' r t C / L�5 7T na12'37=77.16' -5§-j--C25 .60 1 >_ 89.6j TCf e 350.00' LOT J ,A�. 20 P'\ 5.41 6.08 1.001 F.- .. 4, 5 _.. - C ,'N 12 A \\ f w_ a T o TC FIC O 9% 2? / - --P- _ 1 37 91 N 3u S� _ rC BC T? C TCS 0 l� 4 i� 3 m• TC: w..� .. 1.3A. 4L.56 -r0�' iC 0O CF 20 CT 49.0^. - , ?7/' \ PROP. 8' . (Jsj. �1 i o 19 WATER LINA -4n .43 _��_�S. d1. _ g M \ 7 110. / N5 W - ^14.18 • i .c� �l .-- w7,u _ TC O"CF TC PfiC a. LOT ��� TC Qk -$ 9t' 18 yT6C.54 _.. - 35.36 1 A -- - 9 --- N 82 to - 51 TO . / -_- � LQI �i'1 i'p/ ^i�.c//) \ fC �� _._ 32 /J . Rl.. h1 _ 5" �•_.- M 3.56' ro. h 6 0 CF TC 0 CF- / 33.31- 6T 33.75 M -R _ q 6°' .p � LOT RT a _ aIC 32. 21 ®-=° -� ism - �: \ \ 4 TO 33.74.1 - - 93.OTi' /W ` g 9 ,c. 3J \1l it PE-0YA S, n ^o 'I -'o = '- ---- - 1.76"-�R T l > ' t J. PI � 2 PE 10.0 PROP. 8• \ I PBOataA 0 0 r g SEIM LITE � =3 Ov�� 5 15 PE6.8 \ \ � � � r� PE -36214 s q 2, / o 95.64' PE=35.806 7.os li9 c 18 DAYLIGHT PE -0a.0 ^ 9 / S 1fCON 1 .5 p6C 0' r 8 �• f .. �\` CHIL TCS 6 r ); / TCPRC'', ni' / ^ ' / A P£-0e.a EXISTINGSTTING WATER LINE t / I 29.41 FS .. 2 - \ _ .i jC / : TO BE RIOCATED 8Y JOIN D(. 12 35-54 \`\�Q?� �`✓'T II rt 31.1916 0 /r / OPER (TYPICAL) t4 e•37.511'47• - CONNECT TO EX. CART PATH ' , .'.E::., _ g0,�, �� TCS 51 ^P,`V ��,�. T 'R=50.00' 1� 1. I JOIN EX. 30 •. _ t \ �" c) 'S�'�, / P` / ,�► L=33.04' X33 29.32 FS , 1 . lac I I 3 --��• �, °� I 36.46 R=40.00' �4 r TO % A 1 D t I... I PROP., 2 MAX. -. \ \ PE -M.6 � .72' 3g. 9 � 1�;L=23.48' r _� . RET. j[STF FS+IP Q9p00,\.. 92, i i 7 N86°46'33'W rx15tJnC FCJ1rwCI 3050 ���ccc M 1O --- PE -384 ll IW .14' I� yOOTW l/ 30.337E 2 ^ 31 s1 330.33 i �� `, 3` l/ r v r 3 `S PE 17.1 F AJ t,,1r1c� r Q1rWdY I.. TW I �'. LLJ W I (TRYPICITY CJ�L ALOK;ALLISSION TO �MBQADARIES) 29.669F25 1 ..29.16 FS \`«ae �,, $�. �°% LETTER A-52 x'14• , ) Il I JOIN EX. JOIN EX. " I LCONNECT TO EX. CART PATH Y $ / 9 DAYLIGHT W' (` r r R T W' PE 37.5 I 0 RAI_ J 7 ACPS LINE BOUNDARY LN z L ` I /M,� x30.50'42• F 1 l C r I J I ` G SS L=26.92' v . N71'41'S4•E 42.57',!'_ .. .. � 3.. Q ..,...� I C ,/ f' I I `o. 40 20 0 40 SO 120 SCALE: 1"=40' 4 10 2a /6 A9 �j / NEW LOT LINE (TYP) x14'52'56• i R'165.00' x r \ L=42.86' a N3 17'09"W •v i y{ 4�� r. 24.16' -r. �• . / > LOT %r ; a CONSTRUCTION NOTES LOT LIE TO BE ADJUSTED I . �3 CONSTRUCT 4' THICK PCC GOLF CART PATH /i ii w7 Existing I deka / r '3 LINE/CURVE DATA TABLE ® B=ARING/DELTA RADIUS LENGTH TANGENT 1 N 29"57'53" W - 351.91' - 2 22 39'14" 299.00' 118.22 59.89' 3 N 52 37'07" W - 88.61' - 4 50 06'47• 235.50' 205.98' 110.10 5 19 48 53 114.50' 39.60' 20.00' 6 68"01'30" 364.50' 432.76' 245.97 7 11'42'52' 214.50' 43.86' 22.00' 8 N 77"56'25" E - 4.99' - 9 01 150.00' 22.12' 11.08' 10 N 86-23-29- E I - 74.53' - 11 34'25'09' 1 44.00' 26.43' 13.63 12 N 59'11'23" W I - 70.43' - 13 12"07'38" 51.00' 10.79' 5.42 14 N 71"19'01" W - 43.36' - 15 16'36'40" 213.50' 61.90' 31.17- 16 81"54'40" 150.00' 214.44' 130.19 17 16'36'40" 213.50' 61.90' 31.17' 18 34'25'08" 100.00' 60.07' 30.97' 19 N 59"11'23" W -- 40.37' - 20 30"58'02' 50.00' 27.02' 13.85' 21 18.50'24° 1 50.00' 16.44' 8.30 4 10 2a /6 A9 �j / NEW LOT LINE (TYP) x14'52'56• i R'165.00' x r \ L=42.86' a N3 17'09"W •v i y{ 4�� r. 24.16' -r. �• . / > LOT %r ; a CONSTRUCTION NOTES LOT LIE TO BE ADJUSTED I . �3 CONSTRUCT 4' THICK PCC GOLF CART PATH /i ii w7 Existing I deka / r '3 DTQALEiR,T BENCHMARK: BASIS OF BEARINGS 75410 Gerald Ford Drive, Suite 100 APPRovALBY CITY OF LAOUINTA CITY OF LA QUINTA, CALIFORNIA SHEET g DIAL TOLL FREE 1 0-227-2600 DAYS BEFORE YOU BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DESCRIPTION: KPD-103-3-70 FD. 1 1/4• O.D.I .P. FILLED W/ ' . 5" O.D. CONC. COLLAR DN.10. 0.6', 330' NORTH OF C.L. INT. OF WASHINGTON STREET AND 52ND AVENUE k 6.2' SOUTH OF PP(j 989270. ELEV. =40.110 THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 6, T. 6S-, R. 7E., S.B.B.k M., AS SHOWN ON TRACT MAP NO. 28470-1, MB 263/76-90, RECORDS OF RIVERSIDE COUNTY, CA. RgOFESS/0� Palm Desert, CA 92211 e''� EL I /F Phone. (780)346-7481 ."' �� Ai m h I N T E R N A T 1 0 N A L MBAKERINTL.DOM w � � m o' No C43a90 * * PREPARED UNDER THE DIRECT SUPERVISION OF: sr CIV 1E d ,. ' 'YTF FOP'S Of CRL1: DATE: 05-27-2021 MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022 3 DATE i 2 BR W MCKINNEv CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 SILVERROCK RESORT PA 3 TRACT 37730 ROUGH GRADING PLANS LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M. /� OF SHEETS --A--SHEETS 5 o € 6 S B = a _ DWG. NAMEAT DATE BY DESCRIPTION APPD DATE DRAWN SM DESIGNED SM JOB NUMBER 1811]8 FILE NO. R E V I S 1 O INS SCALE AS NOTED CHECKED RV DATE 05/26/21 FOR: CITY PROJECT NO. RG2020-0002