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Home My WebLink AboutRG23-0005+-Rough+Grading+Plan+-+Approved27 0 275 275 275 27 5 28 0 28 0 28 0 28 0 28 0 280 28 0 28 0 280 28 0 28 0 28 0280 285 28 5 285 28 5 28 5 28 5 28 5 28 5 285 28 5285 290 290 29 0 29 0 29 0 29 0 29 0 29 0 295 29 5 29 5 29 5 29 5 29 5 295 29 5 295 295 29 5295295 30 0 30 0 30 0 30 0 30 0 30 0 300 300 30 0 30 0300290.4 294.1 282.1 282.8 284.4 286.9 286.7 284.6 298.2 299.4 299.4 298.3 299.3 294.7 292.6 282.2 281.7 273.5 277.7 279.3 279.1 275.4 277.7 278.3 279.4 280.6 279.6 277.6 277.8 279.5 280.1278.4 278.6 279.4 280.5 277.9 277.7 280.2 277.5 277.7 285.5 288.8 296.3 296.4 303.3 303.2 298.6 298.3 297.6 298.1 297.6 303.4 301.3 299.8 288.8 284.9 281.4 282.9 281.9 279.5 278.8 276.6 279.7 287.1 283.7 283.2 280.5 283.7 283.7 280.8 285.2 283.6 282.8 285.1 286.6 288.5 285.5 284.6 285.8 284.2 284.9 286.3 281.6 283.5 286.5 286.3 284.5289.9 287.7 285.6 290.7 289.1 286.7 300.4 300.2 299.6 299.4 298.7 297.7 292.4 291.9 292.2 292.7 290.5 293.3 291.3 293.6 292.5 290.5 291.5 292.5 294.7 297.6 297.3 296.9 298.4 293.7 296.6 297.6 297.4 295.8 296.6 296.6 294.6 294.2 293.9 295.5 294.6 296.1 296.9 294.5 294.1 292.4 290.5 290.4 289.4 289.6 290.5 291.4 29 0 290 29029029 5 29 5 295 295 29 5 29 5 295 29 5 29 5 29 5 295 295 295 29 5 29 5 295 295 295 29 5 29 5 295 295 29 5 295 29 5 29529 5 29 5 29 5 29 5 29 5 295 29530 0 300 300 30 0 30 0 30 0 30 0 30 0 30 0 30 0 300 30 0 300 30 0 300 30 0 30 0 30 0 300 30 0 30 0 30 0 30 0 30 0 300 30 0 300 30 0 30 0 300 300 30 0 300 30 0 30 0 30 0 30 0 30 0 30 0 30 0 30 0 30030 5 30 5 30 5 30 5 30 5 30 5 30 5 30 5 30 5 30 5 30 5 30 5 305 305 305 30 5 30 5 30 5 30 5 305 30 5 30 5 30 5 305 305 305 30 5305 30 5 30 5 30 5 305 305 30 5 30 5 305 30 5 30 5 30 5 30 5 305 30 5 30 5 305 31 0 31 0 31 0 31 0 31 0 31 0 31 0 31 0 310 31 0 310 31 0 31 0 31 0 31 0 31 0 31 0 310 31 0 31 0 31 0 31 0 310 31 0 31 0 310 31 0 31 0 310 31 0 31 0 31 0 310 310 31 5 31 5 31 5 31 5 31 5 31 5 315 31 5 31 5 31 5 31 5 31 5 31 5 31 5 31 5 315 31 5 315 31 5 31 5 31 5 315 315 31 5 31 5 315 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 320 301.1 298.3 298.7 296.6 309.2 292.8 303.5 304.3 317.8 314.7 307.8 298.5 295.4 298.2 293.7 298.1 293.5 296.7 308.3 300.5 304.2 300.3 304.2 302.9 296.1 295.4 295.4 297.1 295.9 294.5 292.6 291.9 293.3 292.3 291.5 288.3 290.8 292.7 291.4 288.9289.8 293.2 291.4 291.9 290.6 289.3 299.7 297.9 299.6 297.9 297.5 289.3 289.8 293.5 292.6 292.3 291.9291.9 292.2 298.1 293.4 291 . 3 291.8 292.4 297.2 291.7 293.3 297.8 316.6 303.9 297.3 300.4 311.1 315.4 306.8 300.9 312.6 305.5 307.5 305.7 310.5 304.6 306.5 310.8 306.1 305.9 294.3 294.3 293.6 293.3 292.4 291.7 291.6 291.7 291.8 292.6 293.8 294.1 294.7 294.7 296.6 295.4 296.3 296.1 298.7 297.1 295.7 296.6 297.6298.2 300.5 298.1 297.9 297.8 298.6 298.7 298.6 297.8 297.3 296.6 295.6 296.7 297.1 294.4 294.5 295.9 296.2 294.5 294.7 293.2 295.3 297.6 293.7 296.1 296.9 295.6 297.1 292.7 293.8 295.8 295.9 295.7 296.3 294.6 299.5 314.9 312.4 300.3 294.4 298.8 299.3 300.5 302.3 302.2 299.9 300.2 300.1 297.6 298.7 298.5 298.8 299.3 301.8 293.9 293.5 293.2 292.9 297.4 295.6 294.5296.2 297.3 295.3 294.7 292.5293.7 292.8 291.5292.2 296.4 293.7 294.8 294.2 293.9 293.4 298.1 297.9 293.5 293.3 292.9 292.7 292.7 305.6 299.7 299.3 300.2 300.4 301.2299.7 299.3 299.3 299.2 300.6 301.4 300.8 301.2 301.5 302.4 299.3 299.6 298.4 297.5 297.6 298.4 298.8 299.6 300.8 300.4 300.6 304.7 311.4309.5 306.7 305.7 305.6 316.5 306.1 302.1 303.5 303.4 301.8 301.8 302.4 301.7 298.4 300.5 299.8 297.9 300.7 302.2 303.5 304.6 304.6 306.5 303.1 304.4 305.8 304.9 303.4 302.9 303.8 303.2 302.4 302.3 302.2 302.6 302.5 302.3 302.1 300.1 302.0 303.1 301.9 299.6 301.9 307.5 308.6 308.9 308.4 308.4 309.4 302.6 303.5 301.8 301.5 304.2322.4 323.4 310.5 316.5 320.3 317.7 319.1 309.7313.3 318.1 320.6314.2 322.4 316.5 322.5 321.3 321.1 311.7 314.6 311.8 313.5 312.7 304.9 308.5 304.6 304.8 311.6 299.1296.4 309.3 301.5 300.5 300.1 300.6 305.9 308.6 307.2 293.8 299.3 299.4 298.4 296.6 300.1 299.5 305.1 299.5 309.7 307.5 304.9 308.6 318.2 317.5 317.1 312.5 308.4 305.2 307.9 310.9 311.4 308.7 304.8 310.6 308.5 323.5 304.9 310.7 324.5319.9 320.7 317.1 323.4 323.4 319.9 323.4 308.5 303.7 305.3 322.3 321.3 315.5 302.7 302.4 302.5 301.5302.6 308.6 310.2 298.3 306.4 303.3 309.5 309.2303.9 306.6 307.3 311.9 305.8 310.3 309.9 318.6 320.2 306.6 306.3 306.7 305.7306.5 305.7 PHASE 1 SHEET 3 SHEET 2 SHEET 4 SHEET 5 SHEET 6 SHEET 7 HU M M I N G B I R D H I L L S L A N E SUNSHINE CT. DREAMSCAPE STREET "Q"STREET "K" STREET "L" STREET "M" STREET "N"STREET "O" STREET "P" STREET "F" SOUTH ST R E E T " F " W E S T PHASE 2 59 1 2 3 4 5 6 7 8 9 10 11 121314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3132 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 606162636465 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 858687888990919293949596979899100101102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 LOT"R" LOT "Q" LOT "S" LOT "O" LOT "T" LO T " L " LOT "L" LOT "K" LOT "P" LOT "N" LO T " A " LOT "B" LOT "E" LO T " C " LO T " F " LO T " F " LOT "J" LO T " G " LO T " H " LOT "I" LOT "A" LOT "O" LOT "M" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 202122232425262728293031323334 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 686970 71 72 737475 76 77 78 798081 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 9798 99 100 101 102103104 105 106 107 108109110111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130131132133134135136137138 139140141142143144145146147148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166167168169170171172173174175176177178179180181182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 LOT 333(TTM) LOT 333(TTM) SUNSET WILDFLOWER WAY MOJAVE DESERT DR. JULIE DRIVE EX P L O R E R D R I V E JULIE LANE PALM PARADISE DRIVE GO L D E N S U N D R I V E DE S E R T O A S I S D R I V E ST R E E T " F " E A S T LO T " D " TR A C T B O U N D A R Y MI R A G E LA N E COURT PREPARED FOR: IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA EXPLORE PALM DESERT A PORTION OF THE EAST HALF OF SECTION 32, TOWNSHIP 4 SOUTH RANGE 6 EAST, S.B.M., PULTE 27401 LOS ALTOS, SUITE 400 MISSION VIEJO CA. 92691 {NOTE TO CONTRACTOR: SITE CONDITIONS} {CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC.} {NUISANCE WATER DISCLAIMER NOTE: EXCESSIVE OVER-IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER-WATERING BY FUTURE RESIDENTS.} {NOTE TO CONTRACTOR: QUANTITY ESTIMATE} {MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION.} {NOTE TO CONTRACTOR: EXISTING UTILITIES} {THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. 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, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED.} {FEMA FLOOD ZONE: THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C1615G. THIS MAP INDICATES THAT THE PROJECT AREA IS DESIGNATED AS ZONE X, INDICATING 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ON SQUARE MILE.} {CONTRACTORS NOTE: DRYWELL INSTALLATION REQUIREMENTS THE PURPOSE OF THE DRYWELL(S) IS TO PROVIDE DRAWDOWN AFTER A STORM EVENT AND TO REDUCE STANDING NUISANCE WATER. THE FUNCTION OF THE WELL DEPENDS IN LARGE PART UPON THE SOILS CONDITIONS WHERE THE ACTUAL DRYWELL IS INSTALLED. TO MAXIMIZE THE EFFICIENCY OF THE INSTALLED SYSTEM, THE DEPTH OF THE COMPLETED DRYWELL SHALL BE DETERMINED IN THE FIELD BY THE PROJECT SOILS ENGINEER OR QUALIFIED CONTRACTOR BASED UPON THE ACTUAL SOIL CONDITIONS ENCOUNTERED. A WRITTEN REPORT OF THOSE CONDITIONS SHALL BE PROVIDED BY THE SOILS ENGINEER OR QUALIFIED CONTRACTOR TO THE ENGINEER OF RECORD. THE CONTRACTOR SHALL PROVIDE A RECORD OF THE INSTALLED DEPTH AND FINAL LOCATION FOR EACH DRYWELL. IF FOR ANY REASON THE CONTRACTOR IS UNCLEAR REGARDING THESE REQUIREMENTS HE IS TO CONTACT THE ENGINEER OF RECORD IMMEDIATELY.} {CONTRACTORS NOTE: DRYWELL PROTECTION AND MAINTENANCE PROTECTION OF THE NEW AND EXISTING DRYWELL DURING BALANCE OF CONSTRUCTION AND GROW-IN OF RETENTION BASIN 1.PROVIDE SANDBAGS AROUND CATCH BASIN INLETS UNTIL FINAL GROW-IN OF RETENTION BASIN. 2.SEAL GRATED INLET WITH PLASTIC TO BOTH THE EXISTING AND THE NEW DRYWELL. 3.INSTALL SOD SURROUNDING BOTH GRATED INLETS (MINIMUM OF 10FT. RADIUS). 4.SEAL THE PIPE INLETS INTO THE DRYWELLS BY COVERING WITH PVC CAP OR PLASTIC. 5.OVERSEED RETENTION BASIN AND STABILIZE BANKS (REFER TO APPROVED LANDSCAPE PLANS). 6.MONITOR IRRIGATION TO AVOID OVER WATERING OR FAILED SPRINKLER HEADS. 7.DO NOT REMOVE SEALED COVERS, GRATED INLETS OR PLASTIC CAPS ON PIPE INLETS, OR SANDBAGS UNTIL RETENTION BASIN TURF HAS GROWN IN AND STABILIZED. 8.REMOVE ANY SILT OR SEDIMENT FROM DRYWELL CHAMBERS BEFORE ACTIVATING FOR USE. 9.MONITOR ALL ON-SITE CONSTRUCTION ACTIVITIES AND PROHIBIT THE WASH DOWN OR DUMPING OF CONCRETE, STUCCO, GROUT OR ANY ASSOCIATED PRODUCTS INTO THE GUTTER AND STORM DRAIN SYSTEM. LONG-TERM MAINTENANCE OF DRYWELLS 1.ESTABLISH PERIODIC INSPECTION PROGRAM. INCLUDE, AS A MINIMUM, QUARTERLY REMOVAL OF THE GRATED COVERS AND INSPECTION FOR SILT OR SEDIMENT IN DRYWELL SEDIMENTATION CHAMBERS. 2.INSPECT CATCH BASINS AND DRYWELLS AFTER ANY STORM EVENT OF SIGNIFICANCE FOR SEDIMENT BUILDUP. 3.MONITOR NUISANCE WATER RUNOFF PERIODICALLY; EXCESS LANDSCAPE IRRIGATION WHICH RESULTS IN STREET RUNOFF CAN TAX THE DRYWELL OVER TIME. MAKE CERTAIN THAT RETENTION BASIN IS NOT WATERED EXCESSIVELY FOR EXTENDED PERIODS. 4.EITHER MANUALLY OR USING VACUUM TRUCK SERVICE, CLEAN OUT THE DRYWELL CHAMBERS OF ALL SEDIMENT ON AN AS-NEEDED BASIS. 5.DO NOT ALLOW THE SEDIMENT TO BUILD TO THE LEVEL OF THE OVERFLOW PIPE IN ANY EVENT. ONCE SEDIMENT ENTERS THE DRYWELL BELOW THE SEDIMENTATION CHAMBER, THE WELL CAN BECOME CONTAMINATED AND THE VOIDS MAY CLOG. 6.PROVIDE A WRITTEN LOG OF THE INSPECTIONS AND CLEAN OUT FREQUENCIES, SO THAT THE DRYWELLS CAN BE MONITORED IN THE FUTURE WITH THE PROPER FREQUENCY.} {CONTRACTOR NOTE: STORM DRAIN MAINTENANCE DURING CONSTRUCTION AND LONG TERM ALL INSTALLED STORM DRAIN INLETS, CATCH BASINS, JUNCTION STRUCTURES AND PIPELINES MUST BE PROTECTED FROM DEBRIS DURING CONSTRUCTION AND PRIOR TO COMPLETION AND GROW-IN PERIOD FOR LANDSCAPING. ONCE THE PROJECT IS COMPLETED AND ALL SOIL SURROUNDING THE INLETS/CATCH BASINS IS STABILIZED, MAINTENANCE MUST BE PERFORMED ON A REGULAR BASIS. IF REGULAR MAINTENANCE/CLEANING IS NOT PERFORMED, THE SYSTEM MAY FAIL RESULTING IN DAMAGE TO THE PROJECT.} {GRADING GENERAL NOTES }1.ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. 2.THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED DIRECTLY TO THE BASIC GRADING OPERATION. 3.A WET SIGNED LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING LOCATIONS OF FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. 4.ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS THAT THE GRADING, PAD ELEVATIONS/FINISHED FLOOR ELEVATION AND HORIZONTAL SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. 5.THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. 6.IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. 8.THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS. 9.THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION (760) 776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: WATER COACHELLA VALLEY WATER DISTRICT760-398-2651 SEWER COACHELLA VALLEY WATER DISTRICT760-398-2651 ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 GAS THE GAS COMPANY 800-427-2200 TELEPHONE FRONTIER 877-858-6878 CABLE SPECTRUM 866-874-2389 DIG ALERT 800-227-2600 11.ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE. 12.THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT ENGINEERING DIVISION, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. %%UINDEX MAP 0'600' SCALE 1"=300' 300'900'1200' {\Fmedium|c0;SHEET INDEX SHEET NO.DESCRIPTION 1 COVER SHEET 2 THRU 7 ROUGH AND MASS GRADING PLANS 8 DETAILS AND SECTIONS ANY MODIFICATION OF THIS PLAN MUST BE APPROVED BY THE CITY PRIOR TO CONSTRUCTION CITY PERMIT #: CITY ISSUE DATE: FOR CITY USE ONLY {THIS PLAN HAS BEEN REVIEWED BY LEIGHTON & ASSOCIATES INC. AND FOUND TO BE IN GENERAL CONFORMITY WITH THE RECOMMENDATIONS IN OUR GEOTECHINCAL UPDATE DATED 8/23/2023 AND PRELIMINARY GEOTECHNICAL REPORT DATED: 8/10/2022, OUR PROJECT NUMBER: 13629.001 WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DESIGN.} {BASHIR S. SAIID RCE NUMBER: 93187} 1 COVER SHEET {PALM DESERT GENERAL NOTES} 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE CITY OF PALM DESERT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND CALTRANS STANDARD SPECIFICATIONS WHEN APPLICABLE. 2.NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. 3.THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. 4.IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. 6.THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS. 7.THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL NECESSARY SAMPLES AND TESTS THAT THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE TO ASSURE THAT QUALITY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE SPECIFICATIONS. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. 9.ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, WHETHER FOUND FROM RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCATED AND REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 8771 OF THE LAND SURVEYORS ACT AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR'S EXPENSE. 10.THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN PALM DESERT AT (760) 776-6450 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES OR FOR EMERGENCY ASSISTANCE CALL: WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 GAS THE GAS COMPANY 1-800-427-2200 TELEPHONE VERIZON CALIFORNIA, INC.1-800-483-1000 CABLE TIME WARNER 760-340-1312 DIG ALERT 1-800-227-2600 12.THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THE QUANTITIES SHOWN HEREON. 13.THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST NO. 301-F FOR DETERMINATION BY THE R-VALUE METHOD. 14.THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 15.ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND ORGANIZATIONS. 16.ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE CITY OF PALM DESERT. 17.STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA. 19.NO PUBLIC STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR WRITTEN APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 20.NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 21.FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR NECESSARY WORK TO BE COMPLETED BY OTHERS. COSTS TO COMPLETE THE WORK BY OTHERS WILL BE CHARGED TO THE CONTRACTOR. 22.ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE APPROVAL OF THE CITY AND THE PROPERTY OWNER. 23.CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A MINIMUM OF 48 HOURS IN ADVANCE. 24.CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT TO REQUEST INSPECTION A MINIMUM OF N.T.S. VICINITY MAP BO B H O P E D R I V E GERALD RAMON ROAD FRANK MO N T E R E Y PO R T O L A AV E N U E AV E N U E DINAH SHORE COUNTRY CLUB DRIVE INTE R S T A T E 1 0 CITY OFRANCHO CO O K S T R E E T MIRAGE CITY OFPALMDESERT DRIVE SINATRA DR. FORD DRIVE SITE 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING ,INC. C i v il E n g i n ee r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER %%UESTIMATED EARTHWORK QUANTITIES RAW QUANTITIES SUBSIDENCE 8,475 6,648 RAW ADJUSTED 383,645 238,218 SHRINKAGE 42,038 EXPORT 56,776 SUBTOTAL 647,780 591,003 OVER-EX (PADS)264,135 264,135 OVER-EX (PADS) SHRINKAGE 46,612 392,120 231,570 CUT (CY)FILL (CY) {EARTHWORK NOTE: ASSUMED EARTHWORK ANALYSIS FACTORS: } {THE FOLLOWING FACTORS WERE USED IN THE PREPARATION OF THE EARTHWORK ANALYSIS: SHRINKAGE:15% SUBSIDENCE:0.10' OVEREXCAVATION 4' DISTURBED AREA 93 ACRES ALL OF THE FACTORS WERE OBTAINED FROM LEIGHTON AND ASSOCIATES, INC PROJECT No. 13629.001, DATED AUGUST 10, 2023. SHRINKAGE:12% - 15% SUBSIDENCE:0.1' OVER EXCAVATION 4.0' EXISTING TOPOGRAPHY WAS PROVIDED BY INLAND AERIAL SURVEYS, INC., DATED NOVEMBER 26, 2016.} TOTAL EARTHWORK %%O647,780 %%O647,780 {ABBREVIATIONS} { AC ASPHALT CONCRETE MAX.MAXIMUM BC BEGINNING OF CURVE MOC MIDDLE OF CURVE BOT.BOTTOM NG NATURAL GRADE BVC BEGIN VERTICAL CURVE NO.NUMBER C&G CURB AND GUTTER NTS NOT TO SCALE C/L CENTERLINE PCC POINT OF COMPOUND CURVATURE C.Y.CUBIC YARDS PE PAD ELEVATION DIR DIRECTION PIG POINT OF INTERSECTION GUTTERS EA EACH PRC POINT OF REVERSE CURVATURE EP EDGE OF PAVEMENT PROP.PROPOSED ESMT.EASEMENT PUE PUBLIC UTILITY EASEMENT EVC END VERTICAL CURVE R/W RIGHT-OF-WAY EX.EXISTING S/W SIDEWALK FF FINISHED FLOOR TC TOP OF CURB FG FINISHED GRADE TF TOP OF FOOTING FL FLOWLINE TOG TOP OF GRATE GB GRADE BREAK TP TOP OF PAVEMENT HP HIGH POINT TRW TOP OF RETAINING WALL INV.INVERT TV TOP OF VIEW FENCE LF LINEAR FEET TW TOP OF WALL LP LOW POINT TYP.TYPICAL (E)EAST (S)SOUTH (N)NORTH (W)WEST} XXX EXISTING STORM DRAIN PROPOSED CONTOURS PROPOSED PHASE 1 ROUGH GRADE BOUNDARY PROPOSED WEDGE CURB/CURB AND GUTTER CENTERLINE PROPOSED RIGHT OF WAY PROPOSED TRACT BOUNDARY/LIMITS OF GRADING EXISTING CONTOURS (XXX.X)EXISTING SPOT ELEVATIONS %%ULEGEND: PROPOSED EASEMENT EXISTING EASEMENT EXISTING UTILITIES: GAS, TELEPHONE, TV, ETC. EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING RIGHT OF WAY (XXX) DAYLIGHT LINE PROP. UNDER GROUND DETENTION PER STREET IMPROVEMENT PLANS PROPOSED PIPE PER STORM DRAIN PLANS PROPOSED CATCH BASIN PER STORM DRAIN PLANS PROPOSED STORM DRAIN MANHOLE PER STREET IMPROVEMENT PLANS PROPOSED FENCING PER LANDSCAPE PLANS EMERGENCY ACCESS EASEMENT PER DOC. __________ REC. __________ 0.R. TR A C T B O U N D A R Y TR A C T B O U N D A R Y TR A C T B O U N D A R Y PROPOSED LOT SLOPE TOP OF SLOPE TOE OF SLOPE PROPOSED SLOPE SYMBOL TRACT BOUNDARY TRACT BOUNDARY TR A C T B O U N D A R Y JULIE LANE 147 PE 302.7 LOT 1 PE 305.9 PHASE 1 ROUGH GRADE LOT # PHASE 1 ROUGH GRADE PAD ELEVATION FUTURE LOT# AT MASS GRADING FUTURE PAD ELEVATION AT MASS GRADING R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 1 . d w g , 3 / 7 / 2 0 2 4 9 : 3 7 : 3 3 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 03/07/2024 3-7-24 04/24/2024 04/24/2024 MH MH 27 5 280 280 280 28 0 280 280 280 280 280 28 5 285 285 285 28 5 28 5 290 29 0 29 0 290 295 29 5 29 5 295 300 300 300 300 OB S . Un d e r C o n s t r u c t i o n Un d e r C o n s t r u c t i o n 300 AP N 6 9 4 - 3 1 0 - 0 0 6 8 9 8 9 10 11 12 13 14 15 16 17 LO T M LOT 86 PE 296.6 LOT 85 PE 295.9 LOT 87 PE 298.8 LOT 88 PE 299.9 LOT 76 PE 302.5 LOT 77 PE 301.3 LOT 78 PE 300.2 LOT 79 PE 299.0 LOT 80 PE 297.9 LOT 81 PE 296.8 LOT 82 PE 295.7 PE 303.7 LOT "O" LOT 83 PE 294.6 LOT 84 PE 293.6 LOT 89 PE 301.1 LOT 90 PE 302.3 LOT 91 PE 303.4 LO T ' ' O ' ' LO T ' ' B ' ' RETENTION BASIN BTM=269.0 LOT 8 NG 293.8 LOT 9 NG 293.4 LOT 8 NG 290.4 LOT 10 NG 285.5 LOT 9 NG 286.5 LOT 11 NG 284.2 LOT 12 NG 283.0 LOT 13 NG 281.9 LOT 14 NG 280.3 LOT 15 NG 278.9 LOT 16 NG 277.2 LOT 17 NG 275.5 10+00.00 EXPLORER DRIVE= 21+38.97 JULIE DRIVE TP=288.43 \A1;72' \A1;20'\A1;20' \A1;12' \A 1 ; 6 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 2 2 ' \A 1 ; 2 2 ' \A 1 ; 8 0 ' \A 1 ; 2 4 ' \A 1 ; 2 4 ' \A 1 ; 1 0 ' \A1;10'\A1;10' \A1;56'\A1;18'\A1;18'\A 1 ; 1 0 ' \A1;10' 2:1 MAX PH A S E 1 R O U G H G R A D I N G B O U N D A R Y TRACT BOUNDARY / LIMITS OF GRADING TRACT BOUNDARY - LIMITS OF PHASE 1 ROUGH GRADING JU I L E L A N E FI R E D E P T A C C E S S R O A D TEMP. DETENTION BASIN 70'x240'Lx3'D 50,400 CF CAPACITY 290 286287 273 280 284 285 280 28 0 280 279 281 27 9 28 2 302 295 300 28 4 289 290 285 285 TEMP. DETENTION BASIN 70'x140'Lx3'D 29,400 CF CAPACITY 290 289 290 285 290 285 28 8 28 8 304 30 3 30 2 30 1 30 0 29 9 29 8 29 7 29 6 29 5 29 4 29 3 29 2 29 1 29 0 292 290 289 288 295 294 293 292 291 288 287 283 283 301 300 299 298 297 296 295 294 293 292 291 290 288 287 28 9 296 28 5 285 28 5 28 5 285 28 5 JU L I E D R I V E EXPLORER DRIVE ST R E E T E 3:1 MA X 3:1 MA X 3:1 MA X 3:1 MA X 2:1 MAX 3:1 MA X 3:1 MA X 3:1 MAX 2:1 MA X TC 288.57 FL 288.07 TC 288.60 FL 288.10 TC 2 8 8 . 7 1 FL 2 8 8 . 2 1 TC 288.04 FL 287.54 TC 288.15 FL 287.65 TC 2 8 8 . 3 3 FL 2 8 7 . 8 3 2:1 N 8 9 % % D 5 4 ' 5 3 " E 27 4 . 3 9 ' 353.99' L1 7 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 49 . 4 9 ' 78.59' 50 . 0 0 ' 50 . 0 0 ' 51 . 2 7 ' 55 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 52 . 0 0 ' 83.00' 20.82' R=30.00' L=22.89' 65 . 7 7 ' N 8 9 % % D 5 6 ' 2 4 " W 74 . 6 1 ' 13+67.11 EXPLORER DRIVE 10+00.00 FIRE ACCESS ROAD TP=285.43 EMERGENCY 24' ACCESS EASEMENT PER DOC. __________ REC. __________ 0.R. \A1;24' VI T A L I A A P A R T M E N T S PP / C U P 2 1 - 0 0 0 4 EXISTING 6' BLOCK WALLEXISTING 6' BLOCK WALL 296 295 296 297 296 297 298 297 298 299 298 299 300 299 301 300 301 30 2 30 0 29 8 29 6 29 8 29 5 29 3 29 2 29 1 28 8 289 290 29 0 28 7 28 5 28 4 28 3 28 1 296 295 294 293 292 291 5: 1 A C C E S S 5: 1 A C C E S S LOT "K" EX I S T I N G 6 ' M E T A L F E N C E LOT "O" LO T " T " LOT "U" LOT 333 4:1 MAX 4:1 MAX 280282 EMERGENCY OVERFLOW EMERGENCY OVERFLOW LOT "L" RET. BASIN BTM=279.0 3:1 3:1 4:1 MAX 4:1 MAX 275 4:1 MAX 5: 1 A C C E S S FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 275 270 FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS OV E R F L O W OV E R F L O W \A 1 ; 1 0 ' 28 6 18+68.62 EXPLORER DRIVE 12+23.00 VITALIA WAY TP=281.37 10+00.00 EXIST. ENTRY RD= 12+83.00 VITALIA WAY TP=280.88 PE= 284.0 MH OB S . Un d e r C o n s t r u c t i o n Un d e r C o n s t r u c t i o n NO PA R K I N G NO PA R K I N G NO PARKING US P S NO PA R K I N G VA N VA N VA N GU E S T GU E S T GU E S T GU E S T MA I L VAN VA N VAN BO M M M M M M M M M M M M M M M M M M MH 29 0 29 0 29 0 7 8 10+00.00 EXPLORER DRIVE= 21+38.97 JULIE DRIVE TP=288.43 \A 1 ; 8 0 ' \A 1 ; 2 4 ' \A 1 ; 2 4 ' \A 1 ; 1 0 ' JU I L E L A N E 28 7 TC 288.57 FL 288.07 TC 288.60 FL 288.10 TC 2 8 8 . 7 1 FL 2 8 8 . 2 1 TC 2 9 0 . 6 3 FL 2 9 0 . 1 3 TC 2 9 0 . 3 7 FL 2 8 9 . 8 7 TC 290.01 FL 289.51 JOIN EXIST. TC 288.04 FL 287.54 TC 288.15 FL 287.65 TC 2 8 8 . 3 3 FL 2 8 7 . 8 3 TC 2 9 0 . 6 3 FL 2 9 0 . 1 3 TC 2 9 0 . 3 7 FL 2 8 9 . 8 7 TC 290.01 FL 289.51 JOIN EXIST. 2: 1\A1;10' 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER 0'80' SCALE 1"=40' 40'120'160' 2 MATCHLINE SEE SHEET NO. 3 M A T C H L I N E S E E S H E E T N O . 5 B B D D CC AA JULIE LANE PLAN SEE ABOVE RIGHT HEREON JULIE LANE PLAN KK R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 2 . d w g , 3 / 7 / 2 0 2 4 9 : 4 0 : 3 5 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 LOT 43 PE 314.7 LOT 44 PE 315.2 LOT 45 PE 315.7 LOT 46 PE 316.1 LOT 66 PE 315.0 LOT 67 PE 314.0 LOT 68 PE 313.0 LOT 75 LOT 74 PE 304.9 LOT 73 PE 306.0 LOT 72 PE 307.1 LOT 71 PE 310.0 LOT 70 PE 311.0 LOT 69 PE 311.9 LOT 92 PE 304.6 LOT 93 PE 305.8 LOT 94 PE 307.0 LOT 95 PE 308.1 LOT 96 PE 309.1 LOT 97 PE 310.0 LOT 98 PE 311.0 LOT 99 PE 311.9 LOT 100 PE 313.0 LOT 101 PE 314.0 LOT 102 PE 314.8 LOT 104 PE 309.1 LOT 105 PE 308.2 LOT 106 PE 307.3 LOT 107 10+00.00 PALM PARADISE DRIVE= 13+48.98 HUMMINGBIRD HILLS LANE TP=314.28 15+70.98 HUMMINGBIRD HILLS LANE= 10+00.00 JULIE DRIVE TP=316.80 19+69.58 STREET ''D''= 10+00.00 STREET ''F'' TP=308.5 13+65.90 PALM PARADISE DRIVE= 10+00.00 STREET ''D'' TP=306.94 19+44.07 MOJAVE DESERT DRIVE= 18+60.62 WILDFLOW ER WAY TP=299.62 LO T " N " LOT "C" PE 317.9 PE 317.0 PE 315.9 PE 314.9 PE 313.9 PE 312.6 PE 311.3 PE 310.0 PE 317.5 PE 316.7 PE 315.8 PE 314.9 PE 313.8 PE 312.5 PE 319.9PE 319.4PE 318.4PE 317.6PE 316.7 \A1;56'\A1;18'\A1;18'\A 1 ; 1 0 ' \A1;10' LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 LOT 54 LOT 55 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 62 LOT 63 LOT 64 LOT 65 PH A S E 1 R O U G H G R A D I N G B O U N D A R Y \A 1 ; 5 6 ' \A 1 ; 1 0 ' \A 1 ; 1 8 ' \A 1 ; 1 8 ' \A 1 ; 1 0 ' TRACT BOUNDARY/LIMITS OF GRADING PE 306.1 LOT 108 PE 304.8 LOT 109 PE 303.6 LOT 110 PE 302.3 LOT 111 PE 301.1 LOT 112 PE 299.8 \A1;56' \A 1 ; 1 0 ' \A 1 ; 1 8 ' \A 1 ; 1 8 ' \A 1 ; 1 0 ' \A1;56'\A1;18'\A1;18'\A 1 ; 1 0 ' \A1;10' 30 7 306 30 5 30 0 306 31 0305 303 297 30 5 30 0 300 TC 3 0 6 . 5 7 FL 3 0 6 . 0 7 TC 3 0 6 . 8 9 FL 3 0 6 . 3 9 2.0% 6.8 % PA L M P A R A D I S E D R I V E JU L I E D R I V E HUMMINGBIRD HILLS DRIVEHUMMINGBIRD HILLS LANE STREET D 2:1 MAX 2:1 MA X 2:1 MA X L1 5 21 . 1 4 ' 68.00' 83.00' 41 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 50 . 9 0 ' 21.21'68.00' 53.00'53.00'53.00'53.00' 93 . 3 5 ' 93 . 4 0 ' 93 . 4 6 ' 93 . 5 1 ' 56 . 0 0 ' 83.00' 41 . 0 0 ' 21.14'68.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 72 . 2 1 ' 60 . 0 0 ' 100.75' 60 . 0 0 ' 93.15' 60 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 50 . 5 2 ' 69.87' 93 . 2 9 ' 53.00'53.00'53.00'39.87' 68.00' 21 . 1 8 ' 41 . 0 0 ' 83.00' 56 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 93.07' 83.00' 83.00' 93.18' 56 . 0 0 ' 93 . 2 3 ' 93 . 1 8 ' 93 . 1 2 ' 53.00'53.00'53.00'53.00'60.00' 93 . 0 0 ' 60.03'53.00'53.00'53.00'53.00'53.00' 93 . 0 6 ' 56 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 68.00'21.21' 41 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 78.00' 21 . 2 1 ' 37 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 52 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 93.08' 93.10' 93.11' 93.13' 83.00' 83.00' 83.00' 50 . 9 0 ' 21 . 2 1 ' 68.00' 47 . 0 0 ' 47 . 0 0 ' 52 . 9 2 ' 52 . 9 5 ' 47 . 0 0 ' 47 . 0 0 ' 93.16' 93.15'65 . 9 0 ' 82.00' N 89%%D58'51" E 19.25' R=30.00' L=22.89' D= 8 7 % % D 2 6 ' 4 6 " R= 8 9 . 0 0 ' L= 1 3 5 . 8 3 ' 2:1 MA X 2:1 MAX RI V E R S I D E C O . P O L I C E D E P T . SHADOWHILLS GOLF COURSE EXISTING 6' BLOCK WALL 302 301 302 303 302 303 305 304 305 305306 307 306 307 309 309 310 309 310 311 310 311 312 311 312 313 312 313 313 31 3 31 2 31 4 31 3 31 5 31 4 31 5 31 6 31 7 31 8 31 7 31 6 316 316 314315 315 313 312 313 312 311 312 311 310 311 310 309 310 30 9 309 306 2:1 MA X 319 315 311 2:1 MA X 2:1 MAX 308 308 308 308 307 307 302 301 EX I S T I N G 6 ' B L O C K W A L L EX I S T I N G 6 ' M E T A L F E N C E 304 305 306 307 308 309 310 310 309 308 307 306 305 304 303 302 301 306 310 30 5 30 8 300 299 298 297 EXISTING 6' BLOCK WALL 308.50 FL-HP 307.50 306.50 305.50 304.50 303.50 302.50 301.50 300.50 299.50 298.5 FL 295.8 FL- JOIN EXIST. LO T " M " 290 290 295 29 5 300 300 300 300 30 0 30 0 30030029 8 . 2 29 9 . 4 29 9 . 4 29 8 . 3 29 9 . 3 30 3 . 3 30 3 . 2 29 8 . 6 29 8 . 3 29 7 . 6 29 8 . 1 29 7 . 6 30 3 . 4 30 1 . 3 29 9 . 8 300 30 0 305 30 5 30 5 30 5 305 305 305 310 31 0 310 310 315 315 315315320 320 320 320 320 29 8 . 3 30 9 . 2 29 9 . 6 30 1 . 9 30 7 . 5 30 8 . 6 30 8 . 9 30 8 . 4 30 8 . 4 30 9 . 4 30 2 . 6 30 3 . 5 30 1 . 8 30 4 . 2 32 2 . 4 32 3 . 4 32 4 . 5 32 0 . 7 31 7 . 1 32 3 . 4 32 3 . 4 31 9 . 9 32 3 . 4 31 5 . 5 30 2 . 7 30 2 . 4 30 2 . 5 30 1 . 5 30 2 . 6 306.6 NO PA R K I N G M M M BO M M M M M M M M MMMMMMMM M M M M M M M M M M M M M M M M M M M M M M M M A/V MH MH OB S . OB S . Co n c . Co n c . MHMH Ob s c u r e d A r e a Ob s c u r e d A r e a OB S . OB S . OB S . Ob s c u r e d A r e a NO PA R K I N G VA N NO PA R K I N G VA N LOT 76 PE 302.5 PE 303.7 LOT 90 PE 302.3 LOT 91 PE 303.4 LOT 113 PE 298.6 30 2 304 30 3 302 301 296 47 . 0 0 ' 83.00' 47 . 0 0 ' 47 . 0 0 ' 83.00' 47 . 0 0 ' 93.00' 95.45' 50 . 0 0 ' 83.00' 47 . 0 0 ' 83.00' 47 . 0 0 ' R=30.00' L=22.89' \A1;24'300 299 301 300 301 30 2 30 0 29 8 29 6 295300 29 6 . 4 30 0 . 4 29 9 . 6 30029 8 . 7 M M M M 0'80' SCALE 1"=40' 40'120'160' 3 MATCHLINE SEE SHEET NO.2 M A T C H L I N E S E E S H E E T N O . 4 A A AA AA A A G G EE HHEE LL 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 3 . d w g , 3 / 7 / 2 0 2 4 9 : 4 3 : 0 3 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 LOT 33 PE 307.6 LOT 34 PE 307.9 LOT 35 PE 307.7 LOT 36 PE 307.4 LOT 37 PE 308.5 LOT 38 PE 309.5 LOT 39 PE 310.3 LOT 40 PE 311.7 LOT 41 PE 313.3 LOT 42 PE 314.3 LOT 43 PE 314.7 LOT 123 PE 306.7 LOT "G" LOT "F" LOT 92 PE 304.6 LOT 93 PE 305.8 LOT 94 PE 307.0 LOT 95 PE 308.1 LOT 96 PE 309.1 LOT 97 PE 310.0 LOT 98 PE 311.0 LOT 99 PE 311.9 LOT 100 PE 313.0 LOT 101 PE 314.0 LOT 102 PE 314.8 LOT 103 PE 311.6 LOT 104 PE 309.1 LOT 105 PE 308.2 LOT 106 PE 307.3 LOT 107 LOT 122 PE 306.3 LOT 121 PE 306.1 LOT 120 PE 305.9 LOT 119 PE 305.6 LOT 118 LOT 117 LOT 129 PE 304.7 LOT 128 PE 305.0 LOT 127 PE 305.7 LOT 126 LOT 125 PE 306.3 LOT 124 PE 306.8 LOT 27 LOT 28 PE 305.8 LOT 29 PE 306.0 LOT 30 PE 306.3 LOT 31 PE 306.6 LOT 32 PE 307.1 {RET. BASINBTM =302.0} PE 305.9 PE 307.6 ST R E E T ' ' K ' ' RET. BASIN BTM 294.0 BTM 294.0 ST R E E T ' ' L ' ' 85 84 83 82 47 48 87 86 75 49 50 51 52 53 54 10+00.00 HUMINGBIRD HILLS LANE 15+10.16 MOJAVE DESERT DRIVE TP=308.73 16+83.55 MOJAVE DESERT DRIVE= 14+41.77 SUNSET MIRAGE LANE TP=306.13 10+00.00 SUNSET MIRAGE LANE= 12+89.06 GOLDEN SUN DRIVE TP=305.8810+00.00 GOLDEN SUN DRIVE= 10+00.00 WILDFLOWER WAY TP=305.84 10+00.00 STREET ''K''= 12+48.30 STREET ''F'(W) TP=306.1 19+44.07 MOJAVE DESERT DRIVE= 18+60.62 WILDFLOWER WAY TP=299.62 10+00.00 STREET ''F''(W)= 10+00.00 STREET ''F''(SW)= 10+00.00 STREET "L" TP=303.5 PE 307.9PE 308.3PE 308.3PE 307.9 PE 301.5 PE 304.6 PE 303.7 PE 303.2 PE 303.0 PE 302.2 PE 301.8 PE 301.5 PE 306.5 PE 306.3 PE 306.0 PE 305.8 PE 306.2 PE 306.8 PE 307.4 PE 307.2 PE 306.5 PE 306.0 PE 305.5 PE 305.2 PE 305.6 PE 305.5 PE 305.3 PE 298.1 LOT "B" \A 1 ; 5 6 ' \A 1 ; 1 8 ' \A 1 ; 1 8 ' \A 1 ; 1 0 ' \A 1 ; 1 0 ' \A1;56' \A 1 ; 1 8 ' \A1;18' \A1;10' \A 1 ; 1 0 ' \A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' BTM 294.0 PHASE 1 ROUGH GRADING BOUNDARY FG 301.5 FG 300.9 FG 303.6 FG 302.9 FG 302.2 FG 301.8 FG 301.5 FG 300.4 FG 298.1 FG 304.3 FG 306.5 FG 306.3 FG 306.0 FG 305.8 FG 305.5 FG 305.2 FG 305.0 FG 305.2 FG 304.9 FG 304.7 LO T " H " PE 306.1 LOT 108 PE 304.8 LOT 109 PE 303.6 LOT 110 PE 302.3 LOT 111 PE 301.1 LOT 112 PE 305.8 PE 306.1 LOT 135 PE 301.7 LOT 134 PE 302.0 LOT 133 PE 302.3 LOT 132 PE 302.8 LOT 131 PE 303.5 LOT 130 PE 304.1 PE 305.5 LOT 26 PE 305.1 LOT 25 PE 304.7 LOT 24 PE 304.3 LOT 23 PE 303.8 RETENTION BASIN BTM=291.2 LOT ''O'' PE 305.0 \A1;56'\A1;18'\A1;18'\A1;10' \A 1 ; 1 0 ' \A 1 ; 5 6 ' \A1;18'\A1;18' \A 1 ; 1 0 ' \A 1 ; 5 6 ' \A1;18' \A 1 ; 1 8 ' \A 1 ; 1 0 ' \A1;10' 300 29 2 29 5 300 295 305 302 306 308 305 302 302304 SU N S E T GOLDEN SUN DRIVE WILDFLOWER WAY MO J A V E D E S E R T D R I V E HUMMINGBIRD HILLS LANE 55 56 57 58 59 60 76 78 79 80 81 3:1 MA X 2:1 MA X 3:1MAX 3:1MAX 3:1 MAX 2:1 MA X 2:1 MA X 2:1 MA X 2:1 MA X 3:1 MA X L1 L3 L8 11 5 . 8 7 ' 63.00'63.00'53.00' 93 . 4 6 ' 93 . 5 1 ' 95 . 0 9 ' 56 . 0 0 ' 68.00' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 54 . 2 0 ' 50 . 0 0 ' 45 . 8 0 ' 50 . 5 2 ' 155.84' 72 . 2 1 ' 120.69' 60 . 0 0 ' 100.75' 60 . 0 0 ' 93.15' 60 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 93.00' 50 . 0 0 ' 50 . 5 2 ' 69.87' 40 . 2 1 ' 50 . 0 0 ' 60.00' 94 . 2 2 ' 60.00' 60.00' 94 . 1 6 ' 60.00' 63.00' 94 . 1 0 ' 63.00' 63.00' 94 . 0 3 ' 63.00' 45.00' 93 . 9 6 ' 45.00' 63.00' 93 . 9 2 ' 63.00' 10 0 . 7 7 ' 63.00' 12 1 . 1 2 ' 63.00' 15 4 . 9 7 ' 53.00'39.87' 19.80' 19 . 8 0 ' 21.20' 125.06' 36 . 7 8 ' 3 88 . 4 5 ' 15 . 4 7 ' 130.51' 112.85' 10 9 . 6 3 ' 10 6 . 2 0 ' 10 2 . 4 3 ' 98 . 5 8 ' 10 0 . 2 6 ' 60.65' 78.00' 21 . 2 1 ' 21 . 7 8 ' 26 . 6 7 ' 50 . 0 0 ' 39 . 6 1 ' 93.00' 6 53.72' 93 . 0 0 ' 53.72' 39 . 6 1 ' 50 . 0 0 ' 26 . 6 7 ' 93.00' 93.00' 93.16' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 21.21'88.00'19.60' 22 . 8 7 ' 50 . 0 0 ' 50 . 0 0 ' 10 93 . 0 0 ' 100.64' 96.57' 93.00' 93.00' 93.00' 93.00' 93 . 0 0 ' 93 . 0 0 ' 93 . 0 0 ' 21 . 7 8 ' 11 50 . 0 0 ' 50 . 0 0 ' 12 66. 1 ' 2 3 .1 9 ' 6 3 .4 8 ' 6 6 .3 5 ' 6 8 .4 4 ' 2 4 1 . 6 5 ' 2 .5 4 ' 8 .2 0 ' 8 6 .2 ' 8 5 .2 8 ' 4 4 6 . 1 ' 5 6 . 6 ' 5 9 .1 3 ' 5 9 .1 3 ' 5 9 .1 3 ' 5 9 .1 3 ' 6 2 . 8 ' 4 5 . 2 5 ' 4 5 . 4 4 ' 5 6 4 .8 4 ' 6 2 .3 0 ' 6 2 .3 0 ' 6 2 .3 0 ' 6 2 .3 0 ' 6 2 .3 0 ' 5 3 .6 6 ' 4 1 .8 4 ' 4 8 .5 ' 4 8 .5 ' 4 4 .6 2 ' 8 4 8 .5 ' 4 8 .5 ' 4 8 .2 9 ' 9 2 0 . 8 ' 2 0 . 8 ' 5 1 . 9 6 ' 6 8 . 9 8 ' 4 8 .3 0 ' 43 .52 ' 5 9 .2 6 ' 5 9 .2 6 ' 5 9 .2 6 ' 6 5 .1 9 ' 2 2 . 9 ' 4 9 . 3 0 ' 4 8 .1 2 ' 3 6 . 43 ' 4 9 .6 1 ' 4 9 .6 1 ' 4 9 .6 1 ' 5 4 .5 ' 53. 99 ' 6 0 . 5 ' 6 3 .3 3 ' 6 9 .6 8 ' 98. 62 ' D= 3 0 % % D 1 2 ' 3 0 " R= 3 2 1 . 0 0 ' L= 1 6 9 . 2 4 ' D= 1 6 % % D 1 5 ' 3 3 " R= 5 7 1 . 0 0 ' L= 1 6 2 . 0 4 ' 44.06' 56.00' 13 6 . 1 6 ' 13 9 . 4 9 ' 2:1 MA X TRACT BOUNDARY/LIMITS OF GRADING EXISTING 6' BLOCK WALL 306 306 303 304 302 298 296 297 300 299 300 300 304 303 302 303 302 305 304 304 30 6 30 6 30 7 30 7 30 6 30 7 30 7 304 304 304 303 30 3 302 30 3 30 1 30 2 30 2 30 1 30 0 301 300 299 30 7 30 8 30 9 30 8 308305304 30 5 30 4 305 30 5 306 305 305 304304303 302303 303 301 302302 301 300 301 298 299 298297298 31 1 30 9 31 1 31 1 31 1 31 2 31 1 31 3 31 2 30 4 30 4 30 5 30 3 30 4 FG 307.2 FG 306.5 FG 306.0 FG 305.5 FG 305.2 FG 305.0 4:1 MAX 4:1 MAX 4:1 MAX4:1 MAX 4:1 MAX 4:1 MAX 4:1 MAX 5:1 MAX ACCESS 305 30 5 305 305 30 5 FG 3 0 5 . 0 FG 3 0 6 . 2 FG 3 0 6 . 8 FG 3 0 7 . 4 FG 3 0 7 . 9 FG 3 0 8 . 3 FG 3 0 7 . 9 FG 302.5 TP 306.1 TP 3 0 5 . 0 TP 3 0 4 . 5 TP 3 0 4 . 1 TP 3 0 3 . 9 TP 3 0 3 . 5 TP 304.9 TP 3 0 3 . 5 TP 3 0 0 . 7 TC 306.4 TC 3 0 5 . 3 TC 3 0 5 . 0 TC 3 0 4 . 6 TC 3 0 4 . 1 TC 303.9 TC 3 0 3 . 7 TC 3 0 3 . 4 TC 3 0 3 . 6 TC 3 0 4 . 6 TC 3 0 4 . 1 TC 3 0 5 . 0 TC 305.7 TC 3 0 5 . 3 TC 303.9 TC 302.9 TC 303.4 TC 303.3 TC 3 0 0 . 8 TC 3 0 0 . 8 TC 2 9 6 . 7 TC 297.1 TC 2 9 6 . 8 TP 2 9 6 . 8 TC 2 9 9 . 4 TC 2 9 9 . 4 1.0%0.7% 0.8 % 0.4 % 88 FG 306.2 FG 305.8 FG 305.5 FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 5:1 ACCESS MIRAGE LANE STREET '' F '' WEST FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS \A 1 ; 1 0 ' 302 TC 3 0 5 . 0 4 TC 3 0 5 . 1 4 AP N 6 9 4 - 3 1 0 - 0 0 2 30 0 30 0 300 300 300300 305 305 305 305 305 30 5 30 5 305 310 310 310 310 310 310 310 310315 315 31 5 315 315 315 31 5 31 5 315 315 31 5 31 5 315315 320 320 320 320 320 320 320 30 1 . 1 31 5 . 4 31 4 . 9 31 2 . 4 30 1 . 5 30 2 . 4 29 9 . 3 29 9 . 6 29 7 . 6 29 8 . 4 29 8 . 8 29 9 . 6 30 0 . 8 30 0 . 4 30 0 . 6 30 4 . 7 31 1 . 4 30 9 . 5 30 2 . 4 30 1 . 7 29 8 . 4 30 0 . 5 29 9 . 8 29 7 . 9 30 0 . 7 30 2 . 2 30 3 . 5 30 4 . 6 30 3 . 1 30 4 . 4 30 5 . 8 30 4 . 9 30 3 . 4 30 3 . 8 30 2 . 3 30 2 . 2 30 2 . 6 30 2 . 5 30 2 . 3 30 2 . 1 30 0 . 1 30 2 . 0 30 3 . 1 30 1 . 9 29 9 . 6 30 1 . 5 30 4 . 2 32 2 . 4 31 0 . 5 31 6 . 5 32 0 . 3 31 7 . 7 31 9 . 1 30 9 . 7 31 3 . 3 31 8 . 1 32 0 . 6 31 4 . 2 32 2 . 4 31 6 . 5 32 2 . 5 32 1 . 3 32 1 . 1 31 1 . 7 31 4 . 6 31 1 . 8 31 3 . 5 31 2 . 7 30 4 . 9 31 0 . 9 MMMMM MM M M M M M M MM M M M M MM MM M M MM MM M M M M M MMM M M M M MM M MM MM MM M M M M M M M M M M M M M MM MM MM MM MM MM MM MM M BO M M M M 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER 0'80' SCALE 1"=40' 40'120'160' 4 SHADOWRIDGE GOLF COURSE MATCHLINE SEE SHEET NO.5 M A T C H L I N E S E E S H E E T N O . 6 M A T C H L I N E S E E S H E E T N O . 3 G G A A E E A A A A A A E E A A A A R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 4 . d w g , 3 / 7 / 2 0 2 4 9 : 5 0 : 1 0 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 LOT 9 PE 293.4 LOT 10 PE 293.8 PE 294.2 LO T 8 7 PE 2 9 8 . 8 LO T 8 8 PE 2 9 9 . 9 LOT "O" PE 294.0 LO T 8 9 LO T 9 0 PE 3 0 2 . 3 PE 3 0 3 . 4 LO T 9 2 PE 3 0 4 . 6 PE 3 0 5 . 8 ST R E E T ' ' L ' ' RET. BASIN BTM 294.0 BTM 294.0 ST R E E T ' ' Q ' ' 102 103 95 96 8 89 90 91 92 93 94 68 69 70 71 72 73 74 75 62 63 64 65 66 67 123456 LOT 9 NG 296.0 LOT 8 NG 298.0 LOT 9 NG 298.7 LOT 8 NG 300.8 LOT 9 NG 300.8 LOT 10 NG 300.3 LOT 7 NG 299.2 LOT 8 NG 298.1 LOT 9 NG 296.9 LOT 10 NG 296.2 19+44.07 MOJAVE DESERT DRIVE= 18+60.62 WILDFLOWER WAY TP=299.62 21+64.53 STREET "F"(SE)= 10+00.00 STREET "F"(E)= 20+07.83 STREET "L" TP=295.5 15+09.19 STREET "H"(SE)= 12+71.30 STREET "F"(E) TP=294.1 13+61.73 DREAMSCAPE COURT= 28+11.63 DESERT OASIS DRIVE TP=293.00 10+00.00 SUNSHINE COURT= 24+70.38 DESERT OASIS DRIVE TP=291.67 10+00.00 EXPLORER DRIVE= 22+86.83 MOJAVE DESERT DRIVE= 22+86.83 DESERT OASIS DRIVE TP=291.34 PE 300.2 PE 299.6 PE 300.4 PE 300.0 PE 299.6 PE 299.2 PE 298.9 PE 298.5 PE 294.6 PE 294.8PE 295.1PE 295.3PE 295.6PE 295.9PE 296.2PE 296.3 PE 296.0 PE 296.5 PE 296.8 PE 297.0 PE 297.3 PE 297.6 PE 295.7 PE 296.3 PE 296.6 PE 296.8 PE 297.1 PE 297.5 PE 297.9 PE 297.8 PE 296.8 PE 298.1 \A1;56' \A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' PH A S E 1 R O U G H G R A D I N G B O U N D A R Y FG 300.9 FG 300.2 FG 299.6 FG 299.0 FG 300.4 FG 300.0 FG 299.6 FG 299.2 FG 298.9 FG 298.5 FG 297.8 FG 296.8 FG 298.1 FG 297.9 FG 297.5 FG 297.1 FG 296.8 FG 296.6 FG 296.3 FG 295.7 FG 2 9 5 . 2 FG 297.9 FG 297.6 FG 297.3 FG 297.0 FG 296.8 FG 296.5 FG 296.0 FG 295.3 FG 2 9 6 . 2 FG 2 9 5 . 9 FG 2 9 5 . 6 FG 2 9 5 . 3 FG 2 9 5 . 1 FG 2 9 4 . 8 LOT 5 LOT 11 LOT "T" LOT 4PE 293.7 LOT 3PE 294.0 LOT 2PE 294.2 LOT 1PE 294.5 LOT 6PE 293.4 LOT 7PE 293.7 LOT 8 LOT 111 PE 301.1 LOT 112 PE 299.8 LOT 113 PE 298.6 LOT 114 PE 297.4 LOT 115 PE 296.3 LOT 116 PE 295.2 LOT 22 PE 294.8 LOT 12 PE 294.9 LOT 13 PE 295.4 LOT 14 PE 295.7 LOT 16 PE 296.7 LOT 15 PE 296.9 LOT 17 PE 296.4 LOT 18 PE 296.1 LOT 19 PE 295.7 LOT 20 PE 295.4 LOT 21 PE 295.1 {RET. BASIN BTM =285.7 } PE 293.4 RETENTION BASIN BTM=291.2 LOT ''O'' 61 PE 297.9 \A 1 ; 5 6 ' \A1;10'\A1;18'\A1;18'\A1;10' \A 1 ; 5 6 ' \A1;10'\A 1 ; 1 8 ' \A 1 ; 1 0 ' \A 1 ; 1 8 ' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' FG 2 9 4 . 6 CLUBHOUSE LOT "S" PE 305.0 \A1;10'{RET. BASIN BTM =285.7 29 1 28 7 29 0 29 3 29 5 29 2 29 5 292 295 30 0 29 5 295 30 5 30 3 30 1 29 8 30 0 295 300 305 305 302 29 5 300 305 292 291 290 292 29 1 29 0 28 9 29 3 28 7 287 294 EX P L O R E R D R I V E SU N S H I N E C O U R T DESERT OASIS DRIVE STREET F EAST 290 29 0 291293 29 3 292 29 5 29 4 3:1MAX 3:1 MA X 2:1 MA X 3:1 MAX 3:1MAX 2:1 MA X 3:1 MAX 3:1 MA X 3:1 MA X 2:1 MA X 3:1 MA X 2:1 MA X 3:1MAX 3:1 MAX MA X 2:1 MA X 36 2 . 1 2 ' 1393.02' L8 L12 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 47 . 0 0 ' 49 . 4 9 ' 45 . 8 0 ' 50 . 5 2 ' 93.00' 50 . 0 0 ' 93.00' 50 . 5 2 ' 95.45' 50 . 0 0 ' 105.59' 50 . 0 0 ' 19.97'103.00' 51 . 2 7 ' 143.95' 55 . 0 0 ' 1 93 . 0 0 ' 31 . 5 8 ' 123.69' 55 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 63 . 3 0 ' 43 . 8 2 ' 98.69' 93.00' 93.00' 93.00' 93.00' 96.48' 106.60' 93.00' 55 . 0 0 ' 23 . 4 4 ' 93.00' 93.00' 77 . 8 7 ' 49 . 9 3 ' 37 . 7 0 ' 13 49.00'81.95' 94.45' 100.80' 14 42.00' 33 . 6 8 ' 18 . 0 5 ' 16 86.00'52 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 60.00' 62.00' 93 . 0 0 ' 45.59' 27 . 3 3 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 17 55 . 0 0 ' 18 21.21' 20.44' 99 . 2 8 ' 25 . 2 9 ' 66.55'75.06'63.00' 93 . 0 9 ' 63.00' 19 98 . 6 0 ' 93 . 0 7 ' 6 5 .1 9 ' 1 8 . 3 1 ' 6 . 9 ' 5 0 . 6 6 ' 3 3 . 4 4 ' 1 5 3 4 . 8 1 ' 41. 26 ' 23. 6 1 ' 4 9 . 3 1 ' 4 9 . 5 ' 3 0 . 1 3 ' 5 8 .0 0 ' 5 2 .9 9 ' 64. 32 ' 4 2 . 3 ' 2 4 . 9 1 ' 4 5 . 9 5 ' 5 1 . 0 ' 4 0 . 1 0 ' R= 2 7 9 . 0 0 ' L= 8 4 . 1 0 ' 13 9 . 4 9 ' 2.02' 98.00' 56.00' N 89%%D58'51" W 45.00' 37 . 0 0 ' 2:1 MA X TRACT BOUNDARY / LIMITS OF GRADING EXISTING 6' BLOCK WALL TRACT BOUNDARY / LIMITS OF GRADING EXISTING 6' BLOCK WALL 300 298 299 300 298 297 297 297 296 29 6 29 5 29 4 29 4 29 5 29 5 29 3 29 4 29 4 295 294 295 296 295 296 296 297 296 296 297 298 297 298 299 298 299 295 294 29 5 293 294 294 29 2 29 1 292 29 2 29 3 301 300 298 299 298297 297 295 296296 29 7 298 293 293 293 294 290 29 0 FG 297.9 FG 397.9 FG 297.6 FG 297.3 FG 297.0 FG 296.8 FG 296.5 30 5 30 0 4:1 MAX 4:1 MAX 4:1 MAX 4:1 MAX 3:1MAX TC 293.4 TC 2 9 4 . 0 TC 2 9 5 . 1 TC 2 9 6 . 2 TC 2 9 6 . 5 TC 2 9 6 . 7 TC 297.1 TC 2 9 6 . 8 TC 2 9 5 . 1 TC 2 9 4 . 1 TC 294.0 TP 2 9 6 . 8 TP 2 9 5 . 0 TP 2 9 3 . 9 TC 294.9 TC 295.1 TC 294.8 TC 294.6 TC 294.8 TC 2 9 7 . 2 TC 2 9 9 . 4 TC 2 9 9 . 4 TC 2 9 7 . 2 TC 294.8TC 294.5TC 294.1 TP 2 9 7 . 2 TP 2 9 5 . 5 TP 294.8 TP 294.9 TP 294.8 TP 294.1 0.5 % 0.5%0.4% DR E A M S C A P E C O U R T TP 2 9 6 . 3 TP 2 9 6 . 2 TP 295.1 HP TP 291.71 TP 291.94 LOT "T" LO T " T " LOT "S" LOT "S" 293 4: 1 M A X 4: 1 M A X FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 5:1 ACCESS FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 5: 1 M A X A C C E S S 29 2 29 0 28 8 290 28 7 28 9 28 9 28 7 294 MO J A V E DE S E R T DR I V E 29 4 AP N 6 9 4 - 3 1 0 - 0 0 2 8 8 9 8 99 295 29 5 29 5295 29529529 6 . 6 29 7 . 6 29 7 . 4 29 5 . 8 29 6 . 6 29 6 . 6 29 4 . 6 29 4 . 2 29 3 . 9 29 5 . 5 29 4 . 6 29 6 . 1 29 6 . 9 29 4 . 5 29 5 295 29 5 300 300 30 0 300 300 300 300 30 0 300 30 5 30530531031 5 30 3 . 5 30 4 . 3 29 9 . 5 31 2 . 4 29 9 . 3 30 0 . 5 30 2 . 3 30 2 . 2 29 9 . 9 30 0 . 2 30 0 . 1 29 7 . 6 29 8 . 7 29 8 . 5 29 8 . 8 29 9 . 3 30 1 . 8 29 3 . 9 29 3 . 5 29 3 . 2 29 2 . 9 29 8 . 1 29 3 . 3 30 5 . 6 29 9 . 3 29 7 . 5 29 7 . 6 29 8 . 4 30 6 . 7 30 5 . 7 30 5 . 6 31 6 . 5 30 6 . 1 30 2 . 1 30 3 . 5 30 3 . 4 30 1 . 8 30 1 . 8 30 2 . 2 30 3 . 5 30 4 . 6 30 4 . 6 30 6 . 5 30 3 . 1 30 2 . 9 30 3 . 8 30 3 . 2 30 2 . 4 30 2 . 3 30 2 . 6 30 3 . 1 29 9 . 6 FI R E H Y D R A N T MM MM MM MM MM M M M M M MM MM MM MM M M MM MM MM M M M M M M M M M M M M M M M M M M M M M M MM M MM BO M M M M M MMM M A/V 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER 0'80' SCALE 1"=40' 40'120'160' 5 M A T C H L I N E S E E S H E E T N O . 2 MATCHLINE SEE SHEET NO.4 M A T C H L I N E SE E SH E E T NO . 7 A A A A AA AA A A FF AA J J R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 5 . d w g , 3 / 7 / 2 0 2 4 9 : 4 7 : 0 6 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 STREET '' F '' SW RET. BASIN BTM 294.4 BTM 294.0 ST R E E T ' ' L ' ' ST R E E T ' ' M ' ' LOT ''L'' 85 84 83 82111 110 109 108 107 106 105 104 121 119 118 117 116 115 114 113 112148 147 146 145 144 143 142 141 140 139 158 157 156 155 154 153 152 151 150 149182 181 180 179 178 177 176 175 174 173 191 190 189 188 187 186 185 184 183 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 138 87 86 ST R E E T ' ' N ' ' ST R E E T ' ' F ' ' S W LOT 83 NG 292.8 LOT 84 NG 292.2 LOT 85 NG 292.6 LOT 86 NG 293.2 LOT 87 NG 293.3 LOT 88 NG 292.9 LOT 89 NG 292.8 LOT 90 NG 292.2 LOT 91 NG 291.6 10+00.00 STREET ''F''(W)= 10+00.00 STREET ''F''(SW)= 10+00.00 STREET "L" TP=303.5 10+00.00 STREET "M"= 12+38.30 STREET "F"(SW) TP=301.7-LP 10+00.00 STREET "N"= 14+70.30 STREET "F"(SW) TP=301.4-LP 21+64.53 STREET "F" (SW) =10+00.00 STREET "F"(SE) TP=299.9 PE 301.3 PE 301.6 PE 301.9 PE 302.2 PE 302.1 PE 301.9 PE 301.6 PE 300.7 PE 300.5 PE 300.3 PE 300.7 PE 300.4 PE 300.1 PE 302.5 PE 302.8 PE 302.7 PE 302.4 PE 303.1 PE 303.2 PE 302.9 PE 303.4 PE 301.9 PE 301.7 PE 301.5 PE 301.2 PE 301.0 PE 301.9 PE 301.7 PE 301.5 PE 301.2 PE 300.9 PE 302.9 PE 302.7 PE 302.5 PE 302.3 PE 302.0 PE 301.8 PE 301.6 PE 301.3 PE 301.1 PE 300.9 PE 300.6 PE 302.9 PE 302.7 PE 302.5 PE 302.3 PE 302.0 PE 301.7 PE 301.4 PE 301.2 PE 304.3 PE 303.7 PE 303.3 PE 302.9 PE 302.5 PE 302.2 PE 302.0 PE 301.5 PE 304.6 PE 303.7 PE 303.2 PE 303.0 PE 302.2 PE 301.8 PE 303.7 PE 303.7 PE 303.4 PE 303.1 PE 302.8 PE 303.2 PE 303.9 PE 304.0 PE 303.7 PE 304.1 PE 304.8 PE 306.2 PE 301.4 PE 301.1 PE 300.1 PE 299.9 PE 299.8 PE 299.6 PE 300.8 PE 300.6 PE 305.6PE 304.5 LOT "C"LOT "B" \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;10'\A1;18' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;10' \A 1 ; 5 6 ' \A 1 ; 1 8 ' \A 1 ; 1 8 ' \A 1 ; 1 0 ' FG 301.9 FG 301.7 FG 301.5 FG 301.2 FG 301.0 FG 300.7 FG 300.5 FG 300.2 FG 299.9 FG 299.7 FG 301.7 FG 301.5 FG 301.2 FG 300.9 FG 300.7 FG 300.4 FG 300.1 FG 299.8 FG 299.6 FG 299.6 FG 301.9 FG 302.7 FG 302.5 FG 302.3 FG 302.0 FG 301.8 FG 301.6 FG 301.3 FG 301.1 FG 300.9 FG 300.6 FG 300.4 FG 302.7 FG 302.5 FG 302.3 FG 302.0 FG 301.7 FG 301.4 FG 301.2 FG 300.8 FG 300.6 FG 300.4 FG 302.9 FG 302.9 FG 304.3 FG 303.6 FG 302.9 FG 302.7 FG 302.5 FG 302.2 FG 302.0 FG 301.5 FG 300.9 FG 303.6 FG 302.9 FG 302.2 FG 301.8 FG 301.5 FG 303.5 FG 302.9 FG 302.7 FG 302.4 FG 302.1 FG 301.9 FG 301.6 FG 301.4 FG 301.1 FG 300.8 FG 303.4 FG 303.1 FG 302.8 FG 302.5 FG 302.2 FG 301.9 FG 301.6 FG 301.3 FG 300.9 FG 303.5 FG 3 0 3 . 7 FG 3 0 3 . 4 FG 3 0 3 . 1 FG 3 0 2 . 8 FG 3 0 3 . 1 FG 3 0 3 . 9 FG 3 0 4 . 0 FG 3 0 3 . 7 FG 3 0 4 . 1 FG 3 0 4 . 8 FG 3 0 4 . 5 FG 304.3 291 290 28 9 29 5 29 0 3:1 3:1 MA X 3:1 MA X 296 3003:1 MA X 3:1 MA X 2:1 MAX 29 5 30 0 2:1 MAX 29 5 30 0 29 5 30 0 2:1 MA X 2:1 MA X 2:1 MA X 2:1 MA X 2:1 MA X TRACT BOUNDARY/LIMITS OF GRADING TR A C T B O U N D A R Y / L I M I T S O F G R A D I N G EX I S T I N G 6 ' B L O C K W A L L EXISTING 6' BLOCK WALL 303 304 302 303 302 304 302 301 301 300 302 301 300 301 303 302302 300 300 299 300 301 300 300 299 300 298 300 299 300 300 30 2 30 1 30 1 30 2 300 30 1 30 1 301 30 2 30 3 302 302303 303 302 301 302 301 300 301300300 302 302 2:1 MA X 2:1 MA X 30 4 30 4 30 5 30 3 30 4 4:1 MAX 4:1 MAX2954:1 MAX 300 4:1 MAX 29 5 301301 301 297 299 299 299 299 299 303 30 5 30 5 FG 3 0 5 . 0 FG 3 0 6 . 2 FG 302.5 TP 304.9 TP 303.5 TP 3 0 1 . 8 TP 3 0 0 . 7 TP 303.5 HP TP 3 0 2 . 4 TP 3 0 1 . 1 TP 3 0 0 . 3 TP 3 0 0 . 0 TP 2 9 9 . 9 TP 299.4 TC 303.9 TC 302.9 TC 3 0 2 . 7 TC 3 0 2 . 6 TC 3 0 2 . 6 TC 3 0 2 . 7 TC 3 0 2 . 9 TC 303.4 TC 303.4 TC 303.3TC 303.4 TC 303.3TC 303.2 TC 303.6 TC 303.6TC 302.2 TC 3 0 1 . 0 TC 3 0 1 . 1 TC 3 0 0 . 3 TC 3 0 0 . 0 TC 2 9 9 . 7 TC 299.0 TC 302.0 TC 3 0 1 . 1 TC 3 0 1 . 1 TC 3 0 0 . 3 TC 2 9 9 . 4 TC 2 9 9 . 4 TC 301.3 TC 3 0 0 . 3 TC 2 9 8 . 9 TC 2 9 8 . 6 TC 2 9 8 . 4 TC 2 9 8 . 0 TC 2 9 8 . 3 TC 3 0 0 . 4 TC 301.4 TP 301.4 TP 2 9 8 . 9 TP 2 9 8 . 8 TP 298.3 TP 301.9 TP 3 0 1 . 8 TP 2 9 9 . 9 TC 301.9 TC 301.9 TC 3 0 1 . 8 TC 2 9 9 . 9 TC 3 0 1 . 8 TC 3 0 0 . 8 TC 3 0 0 . 8 TC 2 9 9 . 4 TC 2 9 9 . 4 TC 2 9 9 . 5 TC 2 9 9 . 9 TC 2 9 9 . 5 0.5 % 0.5% 0.5% 0.5 % 0.5% 0.5% 0.8 % 303 FG 303.6 30 0 301 30 1 120 TP 302.5 HP TP 303.0 HP 1.3%0.5%1.0%1.0% 0.7% 29 5 29 6 29 6 29 5 29 4 299 ST R E E T ' ' F ' ' W E S T \A 1 ; 1 0 ' AP N 6 9 4 - 3 1 0 - 0 0 3 83 84 85 86 87 88 89 90 91 295 29 5 295 295 295 29 5 29 5 29 5 295 295 295 300 300 300 300 30 0 30 0 30 0 305 305 305 305 305 305 305 305 30 5 305305 305 305 310 31 0 310 31 0 310 31 0 310 310 315 315315 29 2 . 8 29 8 . 5 29 8 . 1 29 3 . 5 30 4 . 2 30 2 . 9 29 6 . 1 29 3 . 3 29 3 . 2 29 1 . 9 29 3 . 5 29 2 . 6 29 2 . 3 29 1 . 9 29 1 . 9 31 6 . 6 30 3 . 9 29 7 . 3 30 0 . 4 31 1 . 1 31 5 . 4 30 6 . 8 30 0 . 9 31 2 . 6 30 5 . 5 30 7 . 5 30 5 . 7 31 0 . 5 30 4 . 6 30 6 . 5 31 0 . 8 30 6 . 1 30 5 . 9 29 4 . 3 29 4 . 3 29 3 . 6 29 3 . 3 29 2 . 4 29 1 . 7 29 1 . 6 29 1 . 7 29 1 . 8 29 2 . 6 29 3 . 8 29 4 . 1 29 4 . 7 29 4 . 7 29 6 . 6 29 5 . 4 29 6 . 3 29 6 . 1 29 8 . 6 29 8 . 7 29 8 . 6 29 7 . 8 29 7 . 3 29 6 . 6 29 5 . 6 29 9 . 7 29 9 . 3 29 9 . 2 30 0 . 6 30 1 . 4 30 0 . 8 30 1 . 2 30 1 . 5 30 2 . 4 29 9 . 3 29 9 . 6 29 7 . 6 31 1 . 8 31 3 . 5 31 2 . 7 30 4 . 9 30 4 . 6 SC E TR A N S F O R M E R P5 4 4 7 9 6 3 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER 0'80' SCALE 1"=40' 40'120'160' 6 SHADOWRIDGE GOLF COURSE MATCHLINE SEE SHEET NO.7 M A T C H L I N E SE E SH E E T NO . 4 AA AA AA A A A A II G G R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 6 . d w g , 3 / 7 / 2 0 2 4 9 : 5 8 : 2 8 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 ST R E E T ' ' L ' ' ST R E E T ' ' P ' ' STREET '' F '' SO. EAST RET. BASIN BTM 294.4 BTM 294.0 RET. BASIN BTM 294.5 BTM 294.5 LOT ''L'' ST R E E T ' ' O ' ' ST R E E T ' ' F ' ' S E 158173 191 192 193 194 195 196 197 166 167 168 169 170 171 172 159 160 161 162 163 164 165 130 131 132 133 134 135 136 137 122 123 124 125 126 127 128 129 97 98 99 101 102 103 95 96 89101112131415161718 19 20 21 22 23 24 25 26 27 138 92 93 94 LOT 91 NG 291.6 LOT 92 NG 291.5 LOT 93 NG 291.1 LOT 94 NG 290.9 LOT 95 NG 290.5 LOT 96 NG 290.3 LOT 97 NG 289.7 LOT 98 NG 289.3 LOT 99 NG 290.3 LOT 91 NG 288.7 LOT 24 NG 290.8 LOT 25 NG 291.7 LOT 8 NG 293.4 LOT 9 NG 293.7 LOT 8 NG 295.2 LOT 9 NG 296.0 21+64.53 STREET "F" (SW) =10+00.00 STREET "F"(SE) TP=299.9 16+94.23 STREET "F"(SE)= 13+75.63 STREET "O" TP=297.26 19+26.23 STREET "F"(SE)= 14+17.54 STREET "P" TP=296.1 21+64.53 STREET "F"(SE)= 10+00.00 STREET "F"(E)= 20+07.83 STREET "L" TP=295.5 LOT "D" PE 300.2 PE 299.6 PE 299.0 PE 298.5 PE 297.9 PE 297.4 PE 299.2 PE 298.9 PE 298.5 PE 299.5 PE 299.2 PE 298.7 PE 298.2 PE 298.0 PE 297.8 PE 299.3 PE 299.0 PE 297.8 PE 298.2 PE 298.6 PE 299.0 PE 299.3 PE 299.0 PE 300.0 PE 299.8 PE 299.7 PE 296.2PE 296.3PE 296.5PE 296.9 100 PE 297.8 PE 296.8 PE 296.8 PE 297.2PE 297.5PE 297.8PE 298.1PE 298.4PE 298.7PE 298.9PE 298.7 PE 298.8 PE 299.2 PE 299.4 PE 299.6 PE 300.0 PE 300.4 PE 300.8 PE 300.8 PE 301.3 PE 300.6 PE 300.3 PE 300.1 PE 299.9 PE 299.7 PE 299.5 PE 299.6 PE 298.6 PE 299.3 PE 299.0 PE 298.6 PE 300.6 PE 301.4 PE 301.1 PE 300.1 PE 300.3 PE 297.5 PE 298.5 PE 299.9 PE 299.6 PE 300.2 PE 300.4 PE 300.6 PE=299.5 PE 299.7 \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A1;56'\A1;10'\A1;18'\A1;18'\A1;10' \A 1 ; 5 6 ' \A 1 ; 1 0 ' \A 1 ; 1 8 ' \A 1 ; 1 8 ' \A 1 ; 1 0 ' BTM 294.5 LOT "I" FG 299.7 FG 299.6 FG 299.6 FG 300.6 FG 300.4 FG 300.4 FG 300.9 FG 301.1 FG 300.8 FG 300.9 FG 300.8 FG 300.8 FG 300.4 FG 300.0 FG 299.5 FG 299.1 FG 298.8 FG 298.5 FG 2 9 8 . 4 FG 2 9 8 . 7 FG 2 9 8 . 9 FG 2 9 8 . 7 FG 2 9 8 . 4 FG 2 9 8 . 1 FG 2 9 7 . 8 FG 2 9 7 . 5 FG 2 9 7 . 2 FG 2 9 6 . 9 FG 2 9 6 . 5 FG 300.9 FG 300.7 FG 300.4 FG 300.0 FG 299.6 FG 299.3 FG 300.3 FG 300.1 FG 299.8 FG 299.6 FG 299.3 FG 299.0 FG 298.6 FG 300.4 FG 300.2 FG 300.0 FG 299.7 FG 299.3 FG 299.0 FG 298.6 FG 298.4 FG 299.5 FG 299.2 FG 299.0 FG 299.7 FG 299.5 FG 299.3 FG 299.0 FG 298.6 FG 298.2 FG 297.5 FG ? FG 300.2 FG 299.6 FG 299.0 FG 298.5 FG 297.9 FG 297.4 FG 296.8 FG 295.7 FG 300.4 FG 300.0 FG 299.6 FG 299.2 FG 298.9 FG 298.5 FG 297.8 FG 296.8 FG 2 9 6 . 2 289 289 290 290 289 288 288 28 9 29 0 29 1 29 2 29 3 29 4 FG 297.8 FG 298.0 FG 298.2 FG 298.5 FG 2 9 8 . 7 29 5 29 0 3:1 MAX 3:1 MA X 3:1 MA X 2:1 MA X 296 300 298 3:1 MA X 3:1 MA X 3:1 MA X 3:1 MA X 300 2:1 MA X 2:1 MAX 2:1 MAX 300 TRACT BOUNDARY / LIMITS OF GRADINGTRACT BOUNDARY / LIMITS OF GRADING EXISTING 6' BLOCK WALL TR A C T B O U N D A R Y / L I M I T S O F G R A D I N G EX I S T I N G 6 ' B L O C K W A L L 300 299 299 300 300 300 29 8 299 299 300 299 298 298 299 297 29 6 298 297 300 299 298 299 298 298 29 6 299 298 29 6 295 297 29 6 29 5 29 5 295 294 29 4 29 4 29 4 29 5 29 5 297 298 298 297 296 295 296 297 296 297 298 297 298 299 298 299 298 298 299 298 299 4:1 MAX 296 295 4:1 MAX 4:1 MAX295295 295 4:1 MAX 300 296 298 4:1 MAX295 29 5 297 297 29 7 29 7 297 5: 1 A C C E S S 299 299 299 299 TP 299.4 TC 299.0 TC 2 9 8 . 0 TC 2 9 8 . 3 TP 298.3 TP 2 9 9 . 9 TC 2 9 9 . 9 TC 294.9 TC 295.1 TC 294.8 TC 294.6 TC 294.8 TC 2 9 5 . 3 TC 2 9 7 . 2 TC 2 9 9 . 4 TC 2 9 9 . 4 TC 2 9 7 . 2 TC 2 9 5 . 2 TC 294.9 TC 294.5 TC 294.8 TC 295.2 TC 295.9 TC 2 9 6 . 2 TC 2 9 6 . 5 TC 2 9 7 . 2 TC 2 9 7 . 7 TC 2 9 8 . 0 TC 2 9 8 . 2 TC 298.6 TC 2 9 6 . 4 TC 296.3 TC 2 9 6 . 7 TC 2 9 7 . 3 TC 298.35:1 ACCESS TC 294.8TC 294.5TC 294.1TC 294.7TC 295.0 TC 295.7 TC 295.7TC 297.1 TC 2 9 7 . 2 TC 2 9 8 . 5 TC 2 9 8 . 8 TC 299.4 TC 299.0 TC 2 9 7 . 2 TC 297.5TC 297.7 TC 2 9 8 . 0 TC 2 9 9 . 5 TC 2 9 9 . 9 TC 2 9 9 . 5 TC 2 9 8 . 0 TC 297.7 TC 299.0 TP 2 9 7 . 2 TP 295.5 TP 294.8 TP 294.9 TP 294.8TP 296.1 TP 297.7 HP TP 297.3 TP 2 9 5 . 1 TP 298.6 TP 2 9 7 . 9 TP 2 9 7 . 7 TP 2 9 7 . 2 TP 2 9 6 . 5 TP 299.4 TP 2 9 8 . 6 TP 2 9 8 . 5 TP 2 9 8 . 0 0.50% 0.5%0.5%0.4% 0.7 % 0.7 % 0.6 %0.5 % 1.3 % 30 0 301 30 1 FG 296.2 29 6 29 5 TP 2 9 9 . 8 HP 0.5 % 0.5% TP 295.1 HP FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 29 5 29 6 29 6 29 5 29 4 FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T PLANS 297 299 4:1 MAX 5:1 ACCESS FUTURE EMERGENCY OVERFLOW STRUCT. PER STREET IMPV'T FG 297.9 29 5 29 7 29 7 29 6 297 297 AP N 6 9 4 - 3 1 0 - 0 0 3 8 9 8 9 24 25 91 92 93 94 95 96 97 98 99 29 0 29 0 29 5 295 295 29 5 29 5 29 5 295 295 29 5 29 5 295 29 5 29 5 295 295 300 30 0 300 300 300 30 0 305 29 5 . 4 29 8 . 2 29 3 . 7 29 5 . 4 29 5 . 4 29 7 . 1 29 5 . 9 29 4 . 5 29 2 . 6 29 1 . 9 29 3 . 3 29 2 . 3 29 1 . 5 29 1 . 4 29 1 . 9 29 0 . 6 28 9 . 3 29 8 . 7 29 7 . 1 29 5 . 7 29 6 . 6 29 7 . 6 29 8 . 2 30 0 . 5 29 8 . 1 29 7 . 9 29 7 . 8 29 8 . 6 29 5 . 6 29 6 . 7 29 7 . 1 29 4 . 4 29 4 . 5 29 5 . 9 29 6 . 2 29 4 . 5 29 4 . 7 29 3 . 2 29 5 . 3 29 7 . 6 29 3 . 7 29 6 . 1 29 6 . 9 29 5 . 6 29 7 . 1 29 2 . 7 29 3 . 8 29 5 . 8 29 5 . 9 29 5 . 7 29 6 . 3 29 4 . 6 29 3 . 7 29 6 . 4 29 3 . 7 29 4 . 8 29 4 . 2 29 3 . 9 29 3 . 4 29 8 . 1 29 7 . 9 29 3 . 5 29 3 . 3 29 2 . 9 29 2 . 7 29 2 . 7 29 9 . 7 29 9 . 3 30 0 . 2 30 0 . 4 30 1 . 2 29 9 . 3 29 9 . 3 29 9 . 2 29 9 . 3 29 8 . 4 29 7 . 5 29 7 . 6 SW R M H SW R M H FI R E HY D R A N T FI R E HY D R A N T SC E TR A N S F O R M E R P5 4 4 8 1 1 4 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER 0'80' SCALE 1"=40' 40'120'160' 7 MATCHLINE SEE SHEET NO. 5 MATCHLINE SEE SHEET NO.6 AA AA AA A A AA II J J R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 7 . d w g , 3 / 7 / 2 0 2 4 1 0 : 0 0 : 3 5 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024 8 \A 1 ; 2 ' %%UROUGH GRADING - SECTION E-EPE (SEE PLAN) 2:1 SLOPE PE (SEE PLAN) NTS %%UAT LOT LINE TEMPORARY BERM {NOTE:} {1. IF "H" IS GREATER THAN 12", A FUTURE RETAINING WALL MUST BE BUILT (PER SEPARATE PLAN & PERMIT). }2{. DURING PRECISE GRADING, GRADE DIFFERENTIALS WILL BE MADE UP USING A COMBINATION OF RETAINING WALLS AND SLOPES. NO WALL SHALL EXCEED 8' IN HEIGHT.} . \A1;6' %%UROUGH GRADING - SECTION D-D NTS %%UAT LOT LINE PE (SEE PLAN) PE HIGH (SEE PLAN) \A1;20' 2% \A1;20' CL\A1;36'PR O P . R/ W \A1;72'\A 1 ; 1 0 ' \A 1 ; 6 ' \A 1 ; 6 ' %%USTREET "B" (TO BE USED FOR REFERENCE ONLY) %%USECTION C-C 2%%% FU T U R E 8 " C U R B & G U T T E R ( B Y O T H E R S ) 2:1 MAX.MAX. 2: 1 \A 1 ; 3 6 ' \A1;10' FUTURE R/W N.T.S. FUTURE AC PAVEMENT FUTURE 8" CURB& GUTTER (BY OTHERS) FUTURE 6" BARRIER CURB FUTURE 6" BARRIER CURB FUTURE BASE \A 1 ; 4 ' 2: 1 ( M A X ) LOTLINE FUTURE 6' GARDEN WALL LOTLINE FUTURE 6' GARDEN WALL FUTURE MEANDERING FUTURE MEANDERING SIDEWALK LO T L I N E . TEMPORARY BERM %%UAT LOT LINE NTS \A 1 ; 4 ' PE (SEE PLAN) 2:1 PE (SEE PLAN) %%UROUGH GRADING - SECTION F-F \A1;2' FUTURE 8' MAX. COMBINATION RETAINING/GARDEN WALL (2' MAX. RETAINING) PROPOSED ROUGH GRADING GROUND LINE BSL R/W ELEV. PAD CU R B TC (S E E P L A N ) SPOIL DIRT FROM GRADING DRIVEWAY, ETC. (TYP) OF SWALES, FOOTING, THIS AREA IS FOR \A1;10.0' \A1;20.0' (S E E P L A N ) BA C K O F \A 1 ; 0 . 5 ' C/L (S E E P L A N ) TP 2%2% %%USECTION A-A FUTURE BASE CU R B TC FL (S E E P L A N ) 1.0' \A1;0.5' BA C K O F \A1;10.0' (S E E P L A N ) \A1;18.0' FUTURE WEDGE CURB BSL \A1;20.0' \A 1 ; 3 6 . 0 ' \A1;18.0' %%UPUBLIC ON-SITE ROAD PROPOSED ROUGH GRADE LINE FUTURE A.C. PAVEMENT %%U ROUGH GRADE SECTION FG=+1.5'FROM TC R/W 2:1 (MAX) \A1;2' BENCH 8 OF SHEET CITY FILE NUMBER SHEETS %%UBENCHMARK PD-101 %%ULOCATION %%UBASIS OF BEARINGS %%UELEVATION 231.83'%%UDATUM NG V D 8 8 APPROVED BY: JULIAN A. DE LA TORRE, R.C.E. NO. 43880 PREPARED UNDER THE DIRECT SUPERVISION OF: CITY OF PALM DESERT TRACT MAP NO. 38434 EXPLORE PALM DESERT BEING A PORTION OF THE EAST HALF OF SECTION 32, T.4S, R.6E, S.B.M. PHASE 1 ROUGH GRADING CITY OF PALM DESERT {DEPARTMENT OF DEVELOPMENT SERVICES} DATE TR A F F I C LANDSCAPE CIVIL %%UPLAN CHECKED BY: BEARINGS FOR THIS SURVEY ARE BASED ON GERALD FORD DRIVE, PER PARCEL MAP NO. 31730, AS SHOWN BY A MAP ON FILE IN BOOK 211, PAGES 63 AND 75, OF PARCELS MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING: {\C5;NORTH 89%%D56'07" EAST} 2" CITY OF PALM DESERT BRONZE DISK IN SOUTHWEST CORNER OF PORTOLA AVENUE AT GERALD FORD DRIVE. NORTHWEST CORNER OF CATCH BASIN. SOUTHERLY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS BEFORE YOU DIG 1-800-227-2600 DIAL TOLL FREE Dig Safely DIG ALERT T.M. OF SOUTHERN CALIFORNIA RJB RJB MR CHECKED BY DRAWN BY DESIGNED BY REVIEWED AND RECOMMENDED BY:DATE MARK BY DATE ENGINEER CITY DATEAPPR.REVISIONS DATE TIM JONASSON R.C.E. 45843 MSA CONSULTING,INC. C i v i l E n g i n e e r i n g L a n d S u r v ey i n g L a n d s c a p e A r c h i t e c t u r ePlanningEnvironmentalServicesDryUtilityCoordinationGIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comC43880 R R E T TE A NAI L J TE I RE E ILAF L F V II E R I A RN R R A TALE .A NIEF E L N I N E PHASE 2 MASS GRADINGACTING CITY ENGINEER \A1;10.0' SPOIL DIRT FROM GRADING DRIVEWAY, ETC. (TYP) OF SWALES, FOOTING, THIS AREA IS FOR \A1;10.0' FG=+1.5'FROM TC 2%2%%% %%UPUBLIC ON-SITE ROAD %%U ROUGH GRADE SECTION %%USTREETS "A"and "D" thru "S" \A 1 ; 2 4 ' 2% \A1;24' CL\A1;VARIES'PR O P . R/ W \A1;VARIES' \A 1 ; 1 0 '\A1;VARIES\A1;VARIES %%USTREET "C" (TO BE USED FOR REFERENCE ONLY) %%USECTION D-D 2%%% FU T U R E 8 " C U R B & G U T T E R ( B Y O T H E R S ) 2:1 MAX.MAX. 2: 1 \A 1 ; V A R I E S \A1;10' PROP R/W N.T.S. FUTURE AC PAVEMENT FUTURE 8" CURB& GUTTER (BY OTHERS) FUTURE 6" BARRIER CURB FUTURE 6" BARRIER CURB FUTURE BASE FUTUREMEANDERING SIDEWALK FUTURE MEANDERING SIDEWALK 2%2%%% %%UPUBLIC ON-SITE ROAD %%U ROUGH GRADE SECTION FUTURE 4' RETAINING WALL \A1;56.0' \A1;20' 2% \A1;20' CL\A1;30'PR O P . R/ W \A1;60' \A1;10' %%USTREET "B" (TO BE USED FOR REFERENCE ONLY) %%USECTION B-B 2%%% FU T U R E 8 " C U R B & G U T T E R ( B Y O T H E R S ) 2:1 MAX.MAX.2: 1 \A 1 ; 3 0 ' \A1;10' FUTURE R/W N.T.S. FUTURE AC PAVEMENT FUTURE 8" CURB& GUTTER (BY OTHERS) FUTURE BASE FUTUREMEANDERING SIDEWALK FUTURE MEANDERING SIDEWALK 2%2%%% %%UPUBLIC ON-SITE ROAD %%U ROUGH GRADE SECTION %%UROUGH GRADING - SECTION G-G NTS %%UAT WEST TRACT BOUNDARY PE (SEE PLAN) 2:1 (MAX) WEST TRACT BOUNDARY EXISTING 6' GARDEN WALL 2:1 (MAX) \A1;2' BENCH FUTURE 4' RETAINING WALL EXISTING GOLF COURSE \A 1 ; 2 ' %%UROUGH GRADING - SECTION H-H OFFSITE MASS GRADING 2:1 SLOPE PE (SEE PLAN) NTS %%UAT NORTH TRACT BOUNDARY TEMPORARY BERM NORTH TRACT BOUNDARY FUTURE 6' GARDEN WALL PROPOSED ROUGH GRADE LINE PROPOSED ROUGH GRADE LINE PROPOSED ROUGH GRADE LINE \A1;6' %%UROUGH GRADING - SECTION I-I NTS %%UAT SOUTH TRACT BOUNDARY PE HIGH (SEE PLAN)\A1;1' \A 1 ; 4 ' 2: 1 ( M A X ) LOTLINE FUTURE 6' GARDEN WALL\A1;2' BENCH 2: 1 ( M A X ) SOUTH TRACT BOUNDARY \A1;2' BENCH EXISTING 6' GARDEN WALL \pxqc;EXISTING RESIDENCE (TO BE USED FOR REFERENCE ONLY) N.T.S. \A 1 ; 2 ' %%UROUGH GRADING - SECTION J-J PE (SEE PLAN) NTS %%UAT EAST TRACT BOUNDARY TEMPORARY BERM LOTLINE FUTURE 6' GARDEN WALL 2:1 (MAX) \A 1 ; 2 ' B E N C H EAST TRACT BOUNDARY EXISTING 6' GARDEN WALL \pxqc;EXISTING RESIDENCE 2:1 (MAX) %%UMASS GRADING - SECTION L-L NTS %%UAT NORTH TRACT BOUNDARY 2: 1 ( M A X ) \A1;2' BENCH NORTH TRACT BOUNDARY\pxqc;PROPOSED MASS GRADED PAD \A1;6' RIVERSIDE COUNTY FUTURE 6' GARDEN WALL C IN T E R C E P T O R D R A I N EXISTING %%UMASS GRADING - SECTION K-K NTS %%UAT NORTH TRACT BOUNDARY EXISTING 6' METAL FENCE2:1 (MAX) \A1;2' BENCH NORTH TRACT BOUNDARY \pxqc;PROPOSED MASS GRADED PAD \A1;6'\A 1 ; 3 ' VITALIA APARTMENTS FUTURE 6' GARDEN WALL C IN T E R C E P T O R D R A I N EXISTING EXISTING 6' GARDEN WALL POLICE DEPT R: \ 2 6 3 6 \ A c a d \ G r a d i n g \ R o u g h \ S H E E T S \ R E V I S I O N 1 \ 2 6 3 6 R O U G H G R A D I N G 0 8 . d w g , 3 / 7 / 2 0 2 4 1 0 : 0 1 : 3 6 A M , r b u t l e r , M S A C o n s u l t i n g , I n c . 3-7-24 04/24/2024 04/24/2024