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PG2020-0003,7 0 m 4'0 D J U N N 42ND AVE Q 0 - 0 Bermuda Y � CD Dunes 0 o o w z Q Q� Q _ Cn DR 0 N w MILES_ Q 0 Indian Q Wells La Quinta w V) 0 z = 0 z 0 wCn Z W = S0 GRADING NOTES 40TH AVE w 0 Z 0 zI 50TH Ld w Ld 52ND 54TH ti Z �i- 0 Y Indio U Q AVE I_100 AVE VICINITY MAP NTS 1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 8227-04, DATE) SEPTEMBER 4, 2019 PREPARED BY:GLOBAL GEO-ENGINEERING. TELE:949-221-0900. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS,SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 907. RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUB -BASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETTER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PM 37207 / SDP2016-0009 SILVERROCK RESORT - PENDRY LIFESTYLE HOTEL APPROVED FOR PERMITTING A.6_-v� A.J. OR TEGA BUILDING OFFICIAL CITY OF LA QUINTA PLANNING & ZONING COMPLIANCE 11/4/2021 L` 10-21-2021 DATE CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA DATE GENERAL NOTES PRECISE GRADING AND PAVING PLAN1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND 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 THIS PROJECT. ADDITIONAL STUDIES AND/OR .1.,;_T0RM DRAIN PI-ANq.- PERMITS MAY BE REQUIRED. PORTLAND CONCRETE CEMENT .......... PCC 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. AGGREGATE BASE ................................ AB 4. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. ASPHALT CONCRETE ............................ A C 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING BENCH MARK ....................................... BM UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FA I LURE TO EXACTLY LOCATE AND FINISHED GRADE..................................FG \q I ,� PRESERVE ANY AND ALL UTILITIES. TOP OF CURB ...................................... TC V // ,, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. VF 7. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. FINISHED SURFACE .............................. FS \ S2 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCT ION . REMOVAL AND REPLACEMENT SHALL DE HIGH POINT ......................................... HIP - - _ S DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. LOW POINT .......................................... LP _ �` V�QQ 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: GRADE BREAK .................................... GB ,�\' \ 0 OCTOBER 1ST TO APRI L 30TR MONDAY-FRI DAY 7: 00 AM TO 5: 30 PM FLOWLINE.............................................FL �1HAt Ifl+I�Fl I+�rH+nH+Fr !\ _ _ _ MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIM- ON SUNDAYS OR ON FEDERAL HOLIDAYS. FINISH FLOOR ...................................... FF 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE -7PAD ELEV.........................................PAD ' \ I SATISFACTION OF THE CITY ENGINEER. - V 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE INVERT...............................................INV. PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. PARKWAY ........................................ P K WY I 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TOP OF WALL.....................................TW • I I TO FILE A NOTICE OF INTENT (NlOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN � � � FOR THE SITE. TOP OF RET. WALL ..........................TRW CONFERENCE ie I I THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. TOP OF FOOTING.................................TF FACILITY SHARED r; �r I SERVICES ° I SIGNING AND STRIPING NOTES TOP OF GRATE...................................TG I 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. DESIGN CONTOUR....... 800 _ \ / �� I 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. EXISTING CONTOUR .... \ I 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD _.�. SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 99.99 DESIGN ELEVATION.....\ ■ I I 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY EXISTING ELEVATION.. (99.99) \ PENDRY I I ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. PROPERTY LINE..........HOTEL. I 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL ON BOTH COATS, AND SHALL CONFORM TO SECTION 84- 3, ENTITLED PAINTED EXISTING FENCE......... Q � �� I I TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE PERCENT SLOPE........... 2% W .9 I FIRST AND SECOND COATS, STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC. PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. REINFORCED CONCRETE PIPE.......................RCP Q \� I 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY THE CITY ENGINEER. CAST -IN -PLACE PIPE .................................. CI P P J ° I 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS STORM DRAIN ............................................... S D O \ �� \ I� (ON 50 FOOT CENTERS-I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. FINISHED SURFACE ....................................... FS c r� \ 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL POINT OF COMPOUND CURVATURE..............PCC Z Q BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT >>° ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE WATER SURFACE ELEVATION .......................WSE _' \ CITY ENGINEER. TOP OF PIPE ............................................... TOP OO ` < \ 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. BOTTOM OF PIPE ......................................... BOP \ DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OF HIGH-POWERED VACUUM. TOP OF MANHOLE ....................................... TM H 11 C L U B H O USE \ \ 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. TRANSITION STRUCTURE .............................. TS �� SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY ° \ OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATIONS OF ASPHALT SEALANT. JUNCTION STRUCTURE ................................. JS o \ 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2 , ENTITLED "ROADSIDE SIGNS", AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTOR I ZED SHEET ADVANCED DRAINAGE SYSTEMS..................ADS ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF 1 �� -� FASTENERS. EXISTING....................................................... EX 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR CLEAN 0 U T.................................................... CO 1 \ / 1 Q SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO WATER ......................................................... WTR COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 0 �\ 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS SANITARY SEWER........................................SS PRIOR TO LAYOUT. SERVICE .................................................... SE R V SHEET INDEX MAP 14. STEEL SIGN POSTS INSTALLED ON CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE TOP OF CLEAN-OUT.................................TOC 200 100 0 200 400 600 UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT. CLEAR ZONE OF THE ROADWAY SHOULDER. PROP. STORM DRAIN - EARTHWORK QUANTITIES PAVING NOTES EX. WATER LINE W- SCALE: 1"=200' 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. RAW CUT: 6,2 00 C.Y. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE EX. SEWER LINE -S - RAW FILL: 0 C.Y. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE STATED QUANTITIES. THE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. PROPERTY LINE �- 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND QUANTITIES SHOWN HEREON ARE FOR COST ESTIMATE PURPOSES ONLY. LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED RIGHT-OF-WAY - - - - - NECESSARY BY THE CITY ENGINEER. CENTERLINE PARKING REQUIREMENTS (LOT 1) 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 (*) PENDRY HOTEL PARKING LOT 1 - 80 SPACES STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: SLOPE _ WEARING COURSE (UPPER COURSE); PG 70-10 (*) ACCESSIBLE PARKING - 2 REQUIRED, 2 PROVIDED BASE COURSE (LOWER COURSES): PG 70-10 DAYLIGHT LINE - - -'I� - -'I� (*) CLEAN AIR /CAR PARKING - 8 REQUIRED, 8 PROVIDED THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A D A PATH OF TRAVEL ■ ■ ■ ■ ■ ■ ■ ■ A P N 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX PARKING REQUIREMENTS (LOT 2) DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS VOIDS IN MINERAL AGGREGATE (VMA) AIR VOIDS AND S-VALUE FOR VARIOUS OIL A C PAVEMENT TRUNCATED DOMES o00000000 777-050-012 777-050-031 CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QU I NTA' S DESIGN MIX APPROVAL CHECKLIST ( FORM 777-050-036 (*) PENDRY HOTEL AND GOLF PARKING LOT 2 - 203 SPACES F082) TO ENSURE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. i 777-050-045 (*) ACCESSIBLE PARKING - 6 REQUIRED, 6 PROVIDED (4 STANDARD + 2 VAN ACCESSIBLE) 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 AC PAVEMENT PCC GOLF CART PATH 777-050-065 (*) EV READY PARKING - 14 REQUIRED, 14 PROVIDED (SEE ELECTRICAL DRAWINGS) SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-11H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND (*) CLEAN AIR / CAR PARKING - 15 REQUIRED, 15 PROVIDED APPLIED AT THE RATE OF 0.1 GALLONS/YARD. PCC SIDEWALK PLANTING PER (*) SHORT TERM BICYCLE PARKING - 14 REQUIRED, 14 PROVIDED (SEE LANDSCAPE DRAWINGS) 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO 11 J ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, LANDSCAPE ARCHITECT PLAN SO 1 LS ENGINEER CAPPING, AND/OR COLD PLANING, AS NEEDED. LEGEND OWNER/DEVELOPER LOT AREA UTILITIES/SERVICES CITY OF LA QUINTA WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 78-495 CAALE TAMP I CO GROSS AREA = 13.55 AC. SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 LA QUINTA CA, 92253 DISTURBED AREA = 13.55 AC. GAS SOUTHERN CALIFORNIA GAS (760)341-9581 (760) 777-7000 TELEPHONE FRONTIER 1-800-483-4000 CONTACT: TIMOTHY JONASSON ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)303-7756 CONSTRUCTION contractor agrees that in accordance with generally accepted CABLE T.V. SPECTRUM (760)340-2225 construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of FLOOD ZONE construction of the project, including safety of all persons and property, that FEMA FLOOD ZONE X. this requirement shall be made to apply continuously and not be limited to PANEL 2242G normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. BENCHMARK: BASIS OF BEARINGS: DRINTERSECTION �� O CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED nT MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE � DAYS BEFORE YOU DIG % YOU DIG PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD) , (POSITIONS PER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevations shown). GEODETIC SURVEY PUBLISHED DATA SHEETS DATE BY UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40°16'30.20"W. ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED SEPTEMBER 4, 2019 PREPARED BY: GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK IRVINE, CA. 92606 949-221-0900 SOILS ENGINEER'S CERTIFICATE THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE SOILS REPORT JOB NO. 8227-04, DATED SEPTEMBER 4, 2019. DESCRIPTION I APP'D I DATE R E V I S I O N S DATE �o �F ESS /ON9\ �� APE I jyl F< co g z m � No. C43090 � �Ck0jc,3,") 9�F OF SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2-5 PRECISE GRADING AND PAVING PLANS 6-9 STORM DRAIN PLANS 10-11 HORIZONTAL CONTROL PLAN 12 CONSTRUCTION NOTES, QUANTITY ESTIMATES, SECTIONS, DETAILS 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, AND "E" FOR ELECTRICAL POWER. STORM DRAIN NOTES 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP % EXTERIOR CIRCUMFERENCE. 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE "ALHAMBRA FOUNDRY A-1497"OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30"MINIMUM CLEAR OPENING, AND BE STAMPED 'SD"ON COVER. 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY'S INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FOR CONSTRUCTION NOTES, QUANTITY ESTIMATES 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. SECTIONS & DETAILS, PLEASE SEE SHEET 12 I N T E R N AT I O N A L 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM ft.�p 4'-� 09-28-21 MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: APPROVAL BY: BRYAN McKINNEY,PE CITY ENGINEER R.C.E. NO. 49418 DRAWN ORR DESIGNED ORR SCALE AS NOTED CHECKED RV CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLANS SILVERROCK RESORT PA 5 DATE 10/25/21 PENDRY LIFESTYLE HOTEL OF 12 SHEETS EXP. 09/30/22 TITLE SHEET DWG. NAME JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE FOR: FEBRUARY 2021 T_ N 0 N O O 0 C0 w F J \ / \ TG PER \ 1% PLAN 1% \ R 2g S \ MIN. MIN 4 23 S6TC 0 C\ 4? \ \ \ \ EXISTING\10" PVC SEWER SECTION A -A � 23 \ o �� S MAIN PER SEPARATE SILVERROCK WAY NOT TO SCALE _ UR4 �� \ \ IMPROVEMENT PLAN a , 23.3 \ r` G,~ PROPOSED 4" ROLLED CURB \ .0 6 \ PER SEPARATE-- rA \ \ ^, 25.6 eS�25 7 AN. 14 14 CO 2�" IMPROVEMENT PLANS �F\ EXISTING 18" DIP WATER-,, N FG _ FG \ �� o S MAIN PER SEPARATE SILVERROCK WAY 30 �R \IMPROVEMENT PLAN 1 25.50TG / S 7 PROPOSED ELECTRICAL EQUIPMENT /1 v , 6 2 \ \ \ PER SEPARATE SILVERROCK WAY \ Z 19 25 a 25 4' �� \ IMPROVEMENT PLAN Q 3o FS FS 72 \ 2\ \ \ \e \ \ J e , / _6 28 FS FS \ \ S \ 30" RCP STORM DRAI N6 " \ PER SEPARATE '__1 25.50TG \ \ o \ S \ h, \6g z 26 30 2 530 19 Shy \ \ LL \ 26.42 10 26.00 25 13 S� FS FS FS \ (?? CID \ \ o k9 V 2� 60 FG ` \ 25.50TG _??• A6 ?�•?O�FTC �� ; v W c ♦♦ ^^ \\ 28 \\ \ ? 0 VJ 19 U 2 5 22.30TG ?0 C F W \ o ° o ° 25 g'► 44 \ ?' ?Q 9S \ \ SO , SS AL CID \ Do__ . 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PAVING OVER 4.5" CLASS II AGGREGATE BASE \\ FA J � �' r L J J � FM 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 12 \ \ I F M F M 11 PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON SHEET 12 \ I 12 INSTALL ACCESSIBLE PARKING SPACES, RAMPS, SIGNAGE AND MARKINGS PER DETAILS \ I SHOWN ON SHEET 12 \ I 13 REMOVE CITY OF LA QUINTA BARRICADE AND MATCH EXISTING IMPROVEMENTS. S \ \ 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE CIVIL PLAN FOR WIDTH) J \ \ 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 12 S \ I 18 CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "E" \ I `EXISTING IRRIGATION LINES 19 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR PLANTING IN THIS AREA S \ TO BE REMOVED 20 INSTALL TRUNCATED DOMES PER LANDSCAPE ARCHITECT'S DETAIL O14 \ \ 21 BARRIER/HEADER PER LANDSCAPE ARCHITECT'S PLAN S z 26 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 12 (SIGN TYPE NOTED ON PLAN) / J 28 TENNIS COURT FENCING PER DESIGN BUILD SUBMITTAL ?? )6 \ ?2 6 I \ \ 30 INSTALL CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "A" MODIFIED 6S 22 3 8 T �'\ \ WITH ADJACENT CURB PER PLAN PUBLIC WAY 31 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE \S o \ Z NOTE: FOR ALL TENNIS COURT FENCING, 19 � 1820 \ REFER TO LANDSCAPE ARCHITECTS PLANS spy 011 G� S 5 ` I 3 24 56FS ° 2_/0 4 > 18 20 26 TYPE 1 � 24 24• 24 • 3F C O "CF » 23. 54F C 13 24.57FS `^' i24 45FS 31 A� O� FTC 44.4 1 TC 20 °° 2 4 • FS\ \ 58TC 24.9 3 T jT� j j N 24.4 (TYP) 2 4 T 3 43 TC 24 C12� 25.29FS 6 / / �s o �� 9 5 43 TC 93FS 20 (TYP) 2 ° 3 gN^o� 0 4 �3TG 19 ,moo S 24.3F 18 Ogg N \ 25/ S 25.43TC 24 ~ 0 3 �, 24 4,3TC 24.93FS 23 3FTCG 2 (TYP) 7 S B S O \ S ° �� 244.8 Tc I 011 c MCCF ° 25.43TC 11 u� 2FS 24.93FS ?s� 63FTC (TYP) 10 2S 2sr2\ 01 \ 25.g1TC 9FS 25.43TC S �5.141FS 18 4. 24.93FS 25 93TC 20 COO. 0h `ti 2 (TYP) 2S SST \ S 43FS ° C o% I O S c� F R t✓ 25.8S .0% 25.73TCo`'�� 2S• 3SF2 25.23FS N N 24 g40TC � �� tih h� redo 12 rn 2S �BTC Fr E ✓ 31 25.24TC OFS �'^�` o 6 6 ° 26.20FS g 26.24FS 26•OOFS 9T R �,� 2Q ST h c� \ 26 `L6 " �6Fc' � 2 0 84% o o° 4% i -' ° 6 • 14 I 2 TYP 26 . 15 �° <29FS 2S 6 2?S S/S'`\S `T`� °°' o,�G' 2,Ss 90 Sy g 2g �gTC ti6 " �o �� 02�G °° 26.68TC � (TYP) 75TC 2 29F 0 5 2� . FS 0. 1% 26.25FS o �26, 4TC SO STC' 2 (TYP) 6 52 26.10TG 26.18F_ _ _ <v � 4ST 0 YP) Y�1 ��T G :' 2° „ ?�O�r 10 14 �o MATCH LINE - SEE SHEET 3 T H LINE - SEE SHEET 4 .: / /\ BENCHMARK: BASIS OF BEARINGS: O DR_ T CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING BEFORE � DAYS BEFORE YOU DIG �II�I� YOU DIG ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD) , (POSITIONS PER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH DATE BY TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (To obtain Project Elevations in NGVD29, Add 0.687' to the elevations shown). ELEVATION 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40°16'30.20"W. LEGEND ...... ADA PATH OF TRAVEL ...... LIMIT OF WORK APPROVALBY: Michael Baker �oQ�OFESS/ONq� N T E R N AT 1 0 N A L 9 � No. ca3oso 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY , PE yt * Palm Desert, CA 92211 CITY ENGINEER s C/V 1� Q �P,p 09-28-21 hone: (760) 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 L\� DESCRIPTION APP'D DATE Tq�F OF CAo�� /{ DRAWN ORR DESIGNED ORR I R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLANS 2 SILVERROCK RESORT PA 5 DATE 10/25/21 PENDRY LIFESTYLE HOTEL of 12 SHEETS EXP. 09/30/22 GRADING DWG. 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FS Q ?? 14 / N \ FS ,IMP ' .. �: • : " " 22 • SD 100, 26.68TC � 0 1% v 2 (TYP) I� 26 75TC 15 f 26. 18FS 25FS .,mono JML JMM FS\< 1 . •.. :.-. 20 0 o co S 0 ..:....:. ..: •-..: •: 2pT -.. SFS.::•.-.:�•.:::-:'--�: 6 1 FPS -_ ''-'`��• • \8 <IF A �.♦ 2j 0 F4 oc ♦ � FS ' �0 19 ,00 �S ' �\ FS • S8 Z .•.2j- .... DA FS •S8 � 7, 8 OC R 41 q I N k � O �► �' F y 1 : ♦ �' ST .:.2j' 26 8 q0\ 6'�'O� UJ 21 :':' :::: • • 4 OTG 2j 0 F� :::: •':: ..:.:: • ::.` : 8 ' .. 7 UJ " 1 2� S G6 1 w V J 69 '9 1 M 1 14 I \ 8 �w w Z sTFA ?�,c'S p .87 \ S0'S 1 ?� 26 8 1 J �� ?�•?0 TG s� OTG 2> S 2� 21 Sd\ FS\ ' q� S 26 ♦ ?6 90�s Gg, � \ 1 ° i 2 y OFS � ♦ , � 2s °0TG P 2v 2,PS : 66FS.6 26.20 6.61FS 2.522.3 I% �Y •.'�:a�1 ?. ?`� ?S,rG\.`. .��..5 :- : ..• :a•- . - : •:.:..:... 1.5% I ??�2?AS �S : ?? � ?26.84FS 8FS $ �CONSTRUCTION NOTES ° O2 CONSTRUCT 6 " CURB PER CITY OF LA QUINTA STD. DWG. NO . i28 \ ' / / 6 26.67FS 2q i0'�S ? ?� ? 7 TG.. :. 14 .:" : :':' .' : : ? G♦ S 210 '2p�FG � F\ ram, '��• 0 � % �� '• 19\ 19 MINA ° 14 :' 2.•.• : ::: - - •. CIS �?7F5 .� .:..�. •3�....... • ::..: • ..• 1pTG\ �?6 ^-'• ® � 2 / : �° / 27 a` 2 ' ' • �-0 ::: ' -TEA S ? S 2? ? 2 52 21 `v� 2 �r . .: ?6 4 CONSTRUCT TYPE C ROLLED CURB PER CITY OF LA UN I TA SO,r ::'. 2.0�' :.. 3?F SO,r S0 ♦ : �BrF ": ' : : - ::.:.. ?? ?FS °0 3 ' ' '• ` " ? `' A O Q 22.40FS ' S y S S s:: .. :'S1� •: 38 TG :;,ram S. '� 9TG STA . DWG. NO. 203 � 26.65FS 23 ? 6 s i28 3 \ �� 1 ?4 2 S , ? d 00 s / \ 0 (6)CONSTRUCT 4 WIDE VALLEY GUTTER PER DETAIL SHOWN ON �FG D 2s _ 22.40E ?FS ? :' :G - : • S a 7 s T S. \ S ? ?OTG.2? OTG ?6F5 h� .:: .. 19 • :..: F,�S 1 G6 ♦ ?� SHEET 12 (27 \ 27.3 / 27.12FS 14 26 �.,3 : ' :. �FG: I RI\q1 2 7°T :'':??. :26 ' 7g�FG /� � /� / / ♦ ?660 \ ?FS- ' ?2�•':.-.-' •:�:.:•.'•-.:::•:.:.•:•'. ".� '..-•. d �?s� �9S�F ? G ?? ??SB,r • .•- '•60FS.•:.•••• .::":::•''•' :-:-.-:•.•.•• • • _ :'• • : 6QF ♦ s�� 8 CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECTS \ 25 14 ?? 3.. ..FG -�? . :.:.. ..: 00 S ?S 714 O PLAN �\ 2�? 27.20FS ♦ \ _ _ ' 70,�56\01_... 5.. :. .. ..:... : .. . °T 8FS °TG ?28F, :.:.::. : ;.:.:• ; :: FGyS �ACO O9 CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE (27 54)F G • o-?� ' s G �'I� ,� �, � ?? � �?OTG.:•"-•�:::-.S•�.•...•.:•.'-.'_•: 59..:''•..• ?? :: 90F ":?2�::::._:.-'::. S7F• - ' .SFS.•.-..•.:: ° I OFS ?OTG ♦, BASE �y 0 11 PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES o4• ? F� �? S . ` SD d , ?7 ? ? ::. PER DETAIL ON SHEET 12 N i27.70)F \ ' /, ` 14 S _ FG ?OTG o ?�?0 ?2 SD 19 19 ?2 5 O13 REMOVE CITY OF LA QUINTA BARRICADE AND MATCH EXISTING / ♦'� ?2 \ ?2 S ?°T :'o_' ' 2q °TG °FS �'�S' IMPROVEMENTS. Q �,, 23 ♦ ` ?? SO OOTG ??� OFS - G - ' : ' _ �-01)61, r, C(�r I�/2FOF?�F'..POOLCONSTRUCT 3.5 MIN. PCC SIDEWALK PER LANDSCAPE P\J �rI JJ o i°0�60F� ° S _- _ ,8RIM=22.50 ARCHITECT'S PLAN (SEE CIVIL PLAN FOR WIDTH) % \ / OOF� \ ??S 30�5 ?2S RIM 22.50 ??S OTG TG ???0 25 F 16,q0 , 26 8 S \ ?2 S SFS 8 8'�S _ SFS ?? 3 8 TG \ �F 19 ♦ O,r S 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING CONTOURS BEYOND \ 4s 06» S ' / ' ?2 22 32 2? DETAIL SHOWN ON SHEET 12 �� !y 4 / / 6 S S S ? Sq, 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. LIMIT OF WORK PER S ?0 ?F W S •.•::' :?? ??. • . POOL RIM=22 . „50_ 2 2 s N0. 250, casE B ROUGH GRADING PLANS ?8\ �2� ^ '' / INs 25 w ?� °TG s ? ? ?2�8F'.•... srF�' '.. :.' • . _ ��BF - ?? SD ?STc ?8Fs 19 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR PLANTING IN ti� \F �' i pTq<< S0'`S ? 70T ? �O,c ??S, ?OT THIS AREA � � - R 3•\ 32 G S ?2? :`•.: �tFG •'::::.:. �2: '.'-22��.• :.:.:-• � G \ A� F Mq \ w 8FS ? ?� 19 . , G .. . ?2 S8F - o � \ giys gNps"p0 N \� ?2 20 INSTALL TRUNCATED DOMES PER LANDSCAPE ARCHITECTS CONSTRUCTION NOTES \ \ 2� 7 i Cgpo qpF\ \ FS ?? 32 FS ?? :: OTG �, 8'`S 8 DETAIL 29 ACCESS GATES TO BE PER ADA STANDARD �,j F\ 27FS " F q \ 7°T ? 0) ?FS _ : SD ?? 0 Ros G TG I 2 �8F�,� _ ??� RI2.50 21 BARRIER HEADER PER LANDSCAPE ARCHITECTS PLAN S 4/5 /2 �° ?� 9 8F 31 CONSTRUCT 4.5' A.C.A . C . PAVING OVER 5.5 CLASS I I SEE SHARED 5.3 25 VARIES, 6 ?? °TG ?2 ?? ST �S��, 22 INSTALL GRASSPAVE2 PER DETAIL ON SHEET 12 (PART OF AGGREGATE BASE SERVICES PLANS ? SEE LANDSCAPE WALK WALK 0 \ \ I✓ S' ?� ?2 �0T ? 3 8 0 32 POOLS I DE CABANA PER LANDSCAPE ARCH I TECT S PLANS q ARCHITECTS PLANS ��~ ? OT ?0 G' S ? IF G ? 0 8F EMERGENCY VEHICLE ACCESS) � �7 � SFS ?2 ? ? S ? 23 CONSTRUCT 6 " MIN. PCC GOLF CART PATH OVER COMPACTED M'� 2.0% 2 0 _ S G _ _ � _ _ � _ _ '_ 35 ADA ACCESS TRANSFER WALL & RAILS PER RESORT SPA BUILDING PLANS % \ mi NATIVE SOIL ( SEE PLAN FOR WIDTH) SECTION A -A �\ N °° / �° D ' ??,� POOL 24 CONSTRUCT 6" THICK MIN. CLASS "C" CONCRETE OVER LEGEND NOT TO SCALE \ �� 6g 4s • , � ,� O MATCH LINE - ,SEE SHEET,CIA 5, 8Fs RIM=22.50 2j ?2 Inr ?8FS O n _ _ i COMPACTED NATIVE PER DETAIL ON SHEET 12 (FOR EMERGENCY 20 10 0 20 40 60 VEHICLE ACCESS) ...... ADA PATH OF TRAVEL 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN ...... LIMIT OF WORK SCALE: 1"=20' f257 BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED FESS/ _ _ DR(� `� p nT MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� �Nq PRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �p l3 o ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� P� jyl ``�� S I LV E R RO C K RESORT - PA 5 DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T I O N A L 10/25/21 OF 2 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF � No.C43090 M 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE DATE PENDRY LIFESTYLE HOTEL YOU DIG I,I� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 R.C.E. NO. 49418 EXP. 09/30/22 GRADING from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI �1V1� �Q Phone:(760)346-7481 ' MBAKERINTL.COM TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL q�F FO`�� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CpL� �...,��..•_., 09-28-21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 T_ N O N ICY) N (7) 0 C0 LLJ rA �19FS 2s64TC �SossT� 2 MATCH LINE - SEE SHEET 2 �s�o,°T�'�9 J�o �i 26 1 C F 6; �" \ 2S 4S 14 � S� S 6.81 TC 20 18 I 0„CF 25.20TG I 2S S 6TC, r\o��CG'S)�TC' 10 2s� 0, 14 3jOS , \ • 31FS 0 "CF � � 25.72FS 6'`\S do •� 11 ,`C, � '�"� h�� p � � h�° �� • 9� TYP) c2. � v2,-,�• 83FS N N 2S • �O� �h • ,moo p�`� �, \S \ 9 ,�� 0 2 6, „ 4i 1 ° h' �`� \ \ \ EXISTING 10 PVC SEWER N sh�" X �, �1°` `c, 2 (TYP) �S ��j `�2 _A S \ MAIN PER SEPARATE S I LVERROCK WAY n o p EXISTING IRRIGATION LINES o� �° `C, 0, �, TO BE REMOVED `ti �,� �`b �`� �1 < IMPROVEMENT PLAN I.' � 2 (TYP) 6 / p• � o' � h' 0 6� \ I�� ' c�i> 2s �9T �' 0`� • p.`v � 11 ti ��' p � 0°` �, 10 S 9% � (TYP) Is, �o � sr �l � \ I q 1 �, �, � S 2s6 `2�- �o cry � cry • 4�0 ,�C' `�° �S • � % 0 N rn 2 (TYP) d'' C' `ti `L �, h `� ��%� �� EXISTING 18 DIP WATER yG I F 2'�S �°` / Oo h� o �C' 2 �� \ S TYPE 1 o N w D� o S MAERR IN PER SEPARATE SILVOCK WAY SOTG� �o' 19 �p_ IMPROVEMENT PLAN CONSTRUCTION NOTES qOq o 0 o h� �h� O%(TYP) / pp� ��`D S� �A 1' I • r \ ( CONSTRUCT 6 " CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 O/ 2 TYP 6,, ( ) h ho D� �� 19- Cif.\ S \ ( CONSTRUCT 6 " CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. 170 c� d r, �6,. '6 v / �6 2 cb` G, ,moo `L��` 0' �'s NO. 201 OSTp�b� C-D �F< `s s� '< 26 SSF c STc 0' � o0 0� 11 O �`� \ r r r O5 INSTALL ACCESSIBILITY PARKING SIGN (R 100B) AT SITE ENTRANCES 19 ,s \ / \ `f' .�jp �, 6g Ali yQ 4�' �`' )�� r L 16 AS PER DETAIL 12 ON SHEET 12 s c o 2 g6 /Z/ R S �� ( TYP) \ 4c� �P „ d 1 0 p 2 FS GO G 10 pV pJ Q O7 CONSTRUCT 5 CURB TRANSITION FROM 6 CF TO 0 CF, PER DETAIL 14 �J' �, z D6' 20FTcn 2s6 �8T `� F �.°> 50� �� J�� P�� 'Airy \ SHOWN ON SHEET 12 ^) pro < C 9 C' �s v' �1� Q S\ \ ®CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 19 MZN ?Ssd ♦ ,� C �q; `t F / o�G �, O, 'D,�. ��' O9 CONSTRUCT 3" A . C . PAVING OVER 4.5" CLASS II AGGREGATE BASE ° S iL Q a'� OTc s 2. 3%tih10� 2 ` 3 2S �, \ \ 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 12 O i A 8 � Ck • � ,(TYP) PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON SHEET 12 8 o `ti p �6 ,ems ° 1\ M �S S�• 26.9g /N CF s 2 5 4F `lh O��' c� �' ��F� G' �� EXISTING 4" ROLLED CURB\ 12 INSTALL ACCESSIBLE PARKING SPACES, RAMPS, S I GNAGE AND / 14 �6' 1 BVC FS 2g �5n 25 g2Fs 2 / hh ppF ��0'�� 24 34� 5 PER SEPARATE STREET \ MARKINGS PER DETAILS SHOWN ON SHEET 12 26 / 26 'SOT 2q" 4F �°l° G 23.8 IMPROVEMENT PLANS 14 CONSTRUCT 3.5" MIN . PCC SIDEWALK PER LANDSCAPE ARCHITECT'S S 3 / 16 `a� 2s`3�,�Tc 12 �'�S �� FS \ 41 \\ \ PLAN (SEE CIVIL PLAN FOR WIDTH) ° S �S �S� S �� S 00 \ 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL ,�,�5 02�C `36 �o �y� \ O SHOWN ON SHEET 12 I,� �/�� o ,� •3S / � S � h• F . 11... •: •;.::. • -•-•::-..S-•'9> �6y � 00 �� G / S �' 24 � 5 9,4 2FS 6S Q FST y 16 ° Og S : : 14 : - ::' :: • :: ° og O h0 1� E'L 4 . ,22E 23 5 14 O 16 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR FINISH MATERIAL IN F F 2 47 (C O S° \ Oe / ° • . • .. pJ; ::• :.• • '. •. :: • � Oh' h • �� 24 . Sg 3 \ S STORM DRAIN IMPROVEMENTS THIS AREA. A,9 y0 %' / o0 2) q FS S8 : �o ::• ::. • �' ��. - 6g O ° 0,/G 23 • 4 06 2S 5�.PER SEPARATE PLANS 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. O� 250 CASE B co 6/� o �512 0 56F o6 p°\° „ „ 0 \ o° S 8 AqT : •�,��::: : ::`l. •. c, �ti`' rk` 11 S ^\^\� S 25 �, 0 61 Gd,Q /L I- \ S / o° y O,� \ o h - `1' ti� \ 2 4 6�F SB�G 11 0 So, S 18 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. �o T `1 • -. `� 15 (TYP) 2 24 8FS C �' S \ O > 250, CASE „E„ LLJ I q :. o 31 24 (TYP) 24.28� 2 JT > S 6 \ 19 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR PLANTING IN THIS C \ / J\ 0% 25 SgFS 24 "10� 5 4.27�C`�� c �, \ AREA %° ti0 S s .� 2. 24 20F 2 FS 2� 18 20 \ 20 INSTALL TRUNCATED DOMES PER LANDSCAPE ARCHITECTS DETAIL / '`\S A3 F �38 170 ! 6 y0T ,c 2� S 20 �,� iL�° �pF �j �� 2417 2 \ 14 2j 2j 0 F� S 8 0 `� �G 5 .� .5% 26� C ? 21 BARRIER/HEADER PER LANDSCAPE ARCHITECT'S PLAN `L J, - O�G 2 (TYP) I � 24 • 1� C S .� �� \ LV / �° o FS 'SO '17 o h ti ti26 �gF r 25 FS 76�C 3 16FS 3 691C 23'4 S 1 �� 9 S / 16 `tij� 2 j 2j `ti �5 • � 25 20 24. 26FS 2 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN FS S �6 �, r'6, 9 24 �2- I S 2 (TYP)- 23 ' 1 �Q \ 26 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 12 (SIGN TYPE v ) wog \S ° FS 8 �oTc �� r y)' 24 8� NOTED ON PLAN) 1 S 0°1 cs °°o° S 2) 2 (TYP) 2i' 30 INSTALL CURB RAMP PER CITY OF LA QUINTA STD. DWG. N0. 250, LLJ 2� 10RIM 24 40RIM 1 CASE A MODIFIED WITH ADJACENT CURB PER PLAN FS SS w 2� FS ' S8 �� 2j ° �� S 'SO b-5 a 24.75R o I / ��' 31 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE z i ,� . •S 2� 8 rn a' s 26' FS 531C / 1' S 2> S 8 �I� 16 13 5• // o �, �� 32 POOLSIDE CABANA PER LANDSCAPE ARCHITECTS PLANS 2� � �. • •. o / 26 • 2 S 121C Q � 03F 24 . ° \ �� 25 cJ QO ° F FS • S8 q� FG 7 Th G n 1C 24.76TC- 23.62FS A �O u S ND `z 2.0%- 27.08 0% 2 26 08 - 24.021C SD- o I / , `L .o \ T%'� 'QY M� N w.. FS 5 2 • 58FS 24.26FS 52FS 25 • 23 • = I _ d � FS . '• 3A ,9� 2j h'O�, 3°� off° N C 2.0% 2.0% 26 ' 23.40TC U I : • �2j 60 F� I S 3 5 19 rn 26 17� S 2.2% 22.90FS I- : �2> 7 �S 14 S 8 ^S 8 0 25 6�F 24.76TC 24.10TC °o F-A........ ,cis : 25.54TC S 3 Q 2jv j� 26.08TC 25.04FS 24.26FS 2 (TYP 23.60E \/ jrj.�cb 25.58FS 23 23 .07FS l0 i // �� S• �° S •..`�. 2� \ 2 TYP 24.18TC 5 �'OT �� / ,;� / s� :.: ::.'.:I'.: :::'::::. FS, S8 ♦ 2STc N ( ) 25.06TC 23.68FS 25.66TC 24.56FS 24.20TC :.. ♦ 0 25.16FS 23.70FS 2 73 23.24TC \S I I 7 . :.. OT . • .. :...� 1 3 63FTc 22,74FS \ g �° ,�. .:.:.:. .:: ;:•'.:: ':'• ... . • :S9F d `: ::::. 24.09TC 2 (TYP) \ 26 58 27 In 23.59FS 3 0% I L0 CD F F '6 o \ / :??�::S: ::';. • ::. ::::::::: •: • ::..:.: :. ?S8 s T ' 2I j F:.S:: - 30 ��o ♦ o FS `N° `N° W a 2245.23TC -2.0% 24 .73FS 24. YFS 23.48FS63TC 23.98TC g I JOIN EX 23.33TC ao 11y o :. 14 .::::;•.. :' : :': 19 : i .: ?0 c 2 r` cn r` cn� 2 . N 26.00TG TYP- 2355TC (TYP)- 22.83F5 �.,\g :::::'=: ; . :.:. .:::: : V �26 TYPE 123.05TG lip*0"/...OF 14 c� cn 3.5% 2709T''':�..: '.: S cn 6' rn rn 26.59FS 3 = ♦ ?oF •:::..::.::...... ::.: :.:.:.. �.:::::: 27.20 0 M g 4 S..•. 3••'• ...... 26.00FS �... m INV CO CD ' '�y ♦ �' �° ?6 SS :'• .j� .. .:..:7.. TG4. ° 0G U 1 _ 2 (TYP) 11 (TYP) o �� ?S I 19, m 21 :' 17 26 I w ?SS OOT~ -:.:'. '.:::.:: I 1 °I : • :: I� 00 25.46TC 24.84TC 26 14 19 ST G 26.09TC 24.96FS 24.34FS 14 0 ♦ G. 19w.::.• �� Q 26 `4. 4% :: d •' .. • : N N 25.59FS _ 24.21 TC 23.98TC I` o 23.71 FS 23.48FS �v ?S cp o 20?3� .: .:... :.• .. C �2.0% 104� 25 00 25.54T�l rw 22.50FS 50F SO,cs q S S ♦ 2w.I. ,8 In o 219 6.40TC LLI2250425 22.5I- rn J 491C 24.87TC 24.24TC32 '- J' "'25.90FS 2TC 4.01 TCm O�32 19 5.62FS 24.99FS 24.37FS 2233..3855FTSC 23.51FS 22.20TG O o _ 1 / MMTTRR / 2 N 11 0Cy g TG ?2S?F 2 207G 32 ' ?jcs ?2 ] ? I �, z J N N 1 I TYP 31 W o 11 S 22.37FS� �` - 14 OFc �00�.7. LLJ II :. '.� n ( ) 26.30TC (TYP) 1 / L� ... ao ao :: (n I :'• .::.': ': In o 0 25.80FS _ 7 N 25.05TC 24.42TC 24.19TC 1 w S I : •SD• dN N 2.0� 25.67TC 2.0% I SOF 19s 23.69E ??S OTC,.: ?? G S ° ?� ..: • :)?' : : '::::'. J 2 (TYP) 25. 17FS 24.55FS -� 23.92FS S / r, c-) RI 22.50 $ ?FS ?sFs ♦ SST..:.:.. :..: .. I SD I I / C� (� ??S h32 G .. • d 1 .8% 1 ::::.::': 26.60TG 25. 75TC 2 2.0% 10 1 F1� J � .� r L J ?Fs::: �� • MAX . a0 1 .8% 1 SI00�, _ 26.61TC 25�25FS 25.70TC 25.08TC 1 14 ry ..: • I MAX. 4.22TC OTc.: • : FS ?OTC, I ':' r- r` cn I 26. 11FS 26.33TC 25.20FS 24.58FS 2 24.45TC 3 / ♦ 1 : 25.-15TG N � N I 25.83FS 23.95FS 23.72FS 1 132 (TYP) ATCH LINE -SEE SHEET 5 9 1 S�F�' FS-HP 1:- • I •. i�• v�' K I.,�MI 1 O 20 40 001 60 001 LEGEND ...... ADA PATH OF TRAVEL ...... LIMIT OF WORK SCALE: 1"=20' fZR BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 Description: 1 112" COPPERWELD Michael Baker DR-(� THE BEARINGS SHOWN HEREON ARE BASED pF ESS MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� ONq PRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, ��p � ` j l F SILVERROCK RESORT - PA 5 o 4 ELEVATION = 5.467' (NAVDaB) CCS 83 , ZONE 6 , AS DETERMINED LOCALLY ��. ��P y�� ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T I O N A L 10/25/21 O F 2 SHEETS DIAL TWO WORKING c, g z BEFORE // DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43oso 75 410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY , PE DATE PENDRY LIFESTYLE HOTEL YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI• O1V1�, �Q. Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 GRADING TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F FO`�� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CA0,��•_ 09_28_21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 T- CV CD CV CA N O-) 0 LLI U) LLI r/ Pr� 0 ...' .. - . - - - 2.(), 1 CD 2 p ° 10 I o mmm 00 2 0 _ _ _ � � \ :•-... S�F � 11 MAX . I _'. • ' G. 1 %�.�� g 5 32 1 5:.. N J / U i Sd S� W- W cn POOL 22 2? S 1 2 .00 IM=22. F S:":•: OF �• o I L� 1 14 2? F� DTG G ` � G � � � 2 '.: � . N M I a, I N yS� POOL E IPENT S2220• S �8FS 2S?20I 22 ASFS S 2TT.. :,.. • �jFS 222D 25 FF=22.52 PA�22.1 2? / I POOL RIM=22.50 �s �• sq ? :.. q 1 8 •• SOF T � r.:::.' •�,'... •.• � 23.74FS / / / / ��\\ �� 2 � 2 f ..'.2?'��•'-.•-.• .00� . . • j. •: . F�..•. d 22 32 � '•.� .: .. �.. r7 10 ' \� ?S ?S 2 ' 2FS •.. 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SLOPE PER PATH / 59 - LANDSCAPE PLANS \. / �� 27. 6 SD sn <� 2% MAX . \ / Oi I SD - - V 1 S ROUGH GRADE PLANS �••. �._. _.. ti / \� ,� 22 I .4 � sSD - - �> �> � \ '.:.: • q. _•: •-•':�'�:'. �-: ' .':':' •':: ° � k . ' ....: ;'.. FS . �' �` 20 S SECTION A A 14 °� NOT TO SCALE PATH \•�0:'::�,IF TRAVEL 1 � � / �" 2 �Sd . ' �T�.•". , • . ' � � \ems • \ . •�':•.-: ,� ' ' : .:°�-'•': • . \ / 6 21 z 1 C' 2,�G -: '. off. - : ' :. \ � �•I 140P �. MATCH LINE - SEE SH EET 3�_N s. CONSTRUCTION NOTESMEN MENEM--] \ s � O CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 CONSTRUCT 6 CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCES AS PER ( 1 29 ,Null/ , °� \ 2 \ > DETAIL 12 ON SHEET 12 \ 1 32' ' � Vv CONSTRUCT 4' WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 1206 S9/ CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECTS PLANle \ / 49S•26, / CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE �` \ d i SD- w 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 12 �i` \ O \ �- i 11 PAINT 4 WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON 1 \ / w SHEET 12 \ �� O /SEE U US E♦ • \ / ` r^ INSTALL ACCESSIBLE PARKING SPACES, RAMPS, SIGNAGE AND MARKINGS PER Li �� 00 ° P R E C I S RADI I P N S 11 o DETAILS SHOWN ON SHEET 12 Y' / G G I� / w 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE \ / \ ♦ / \ Z CIVIL PLAN FOR WIDTH) �` \ �/` ��\♦ \\/�j J 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 12 \ i ♦ 1\ \ \ T 16 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR FINISH MATERIAL IN THIS AREA. \� \ \ �sd ♦I♦ \ \ 1 Z 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "B" I \ \ \ \ s - j- \ ♦ \ - - �� CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "E" I \ I t \ 4* t♦ \ \ 19 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR PLANTING IN THIS AREA ' 20 INSTALL TRUNCATED DOMES PER LANDSCAPE ARCHITECT'S DETAIL F 21 BARRIER/HEADER PER LANDSCAPE ARCHITECTS PLAN 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN LEGEND 31 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 20.0001�.0001 0 20.0003 40.0005 60.0008 32 POOLSIDE CABANA PER LANDSCAPE ARCHITECT'S PLANS ...... ADA PATH OF TRAVEL 35 ADA ACCESS TRANSFER WALL & RAILS PER RESORT SPA BUILDING PLANS SCALE: 1"=20.0003' f� �7 BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD Michael Baker DR_(� THE BEARINGS SHOWN HEREON ARE BASED pF ESS MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� �N9 PRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �p l5 o nT ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� P� jyl ``�� S I LV E R RO C K RESORT - PA 5 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T I O N A L 10/25/21 O F 12 SHEETS DIAL TWO WORKING CD g z BEFORE // DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43090 M 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY DATE PENDRY LIFESTYLE HOTEL YOU DIG I,I� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI• 01V0, �Q. Phone: (760) 346-7481 ' MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 GRADING TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL ,�� q�F FDRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CAL{•_ 09_28_21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40°16'30.20"W. R F V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 CITY PROJECT NO. PG2019-0020 rig WON 23.56TG 21.00INV • 57.2 LF S=1.60% Cn ;' • z 25.50- 16 20.08 z 0 Q ��W vJ o ' 3 U LU LL vJ • W 03 W \� VJ o • 3 0 W LL � vJ 0 z WV 2S• 38IN1g � U 1 13.1 LF z S=12.1% W �� 2S �7T� ry 6jI NV W 1.6 4 Sgpp�£ LL 2S. 82I NV z O CU W 4 LF W 3.0% 1 54FS l 01 V 1 6.8LF S=9r.4% 1 282882TG 12INV 16 20 10 0 20 40 60 BASIN B SCALE: 1"=20' I I \ w \ \ 12.00 INV OUT \ \ \ 30 \ I J 91.4 LF \ FR< ABC \ @ 1.60% 6 � \ \ vv INF \S\ 22.03FS '13.44INV Ict 78 - \ ale R DIp 16 25.50TG \ MqI \ ,� 18.62I NV \ '°[2F \ ---,F �I CONSTRUCTION NOTES STORM DRAIN 59.1 LF �' =1 .60� \ �ST�M 0 \ /.��v� \ I PANS QH INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% OF (73 0\ Q / [� (� M�� MINIMUM (UNLESS OTHERWISE NOTED) 25.50TG \ � _ ��SI Al � oc� \ �r� J � � r � J F 16 17.76I NV o� 6 N� < INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) M` ?7 � �i F ?? 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S=0.50% \ \ �� S \ I O7 INSTALL 24" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS 7 19.1 LF / �8,, \ �L \ \ I � OTHERWISE NOTED) S=0.50% EXISTING IRRIGATION LINES 26.1OTG Sp \ \ \ 8 INSTALL 30" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM UNLESS / TO BE REMOVED O ( ,2� INV 10 p�' S� 7 63.3 LF \ S \ I OTHERWISE NOTED) 1 17.9 LF S=0.50% N @91.21% 6 \ \ \ \ I 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED S=52.0% 1 39.6 LF S=26.0. 1 EQUAL) 26 OOTG \ \ �� S �~ I 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED � 21 \ \ � 6.20TG 17.001NV / 6 I EQUAL) 97.2 LF 21 17.14INV 7 28.4 LF 26.45TG \ @ 0.50% 22.5To G 16 16 p GL S I \ INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS IN S=0.50% 5 18.00INV #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 5 1 70.8 LF� 25.45INV \ 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER S=1.00% -w� \ S \ DETAIL ON SHEET 12 26.55TG '~ 10 24.55INV w� '`''� ° 1 \ \ \ 33 \ 21 INSTALL 30" CATCH BASIN, RISERS, ADAPTERS, AND 12" SOLID / / \ S \ STEEL LID (ADA), NYLOPLAST 2830AG OR APPROVED EQUAL �L < INSTALL 36" MANHOLE PER CITY OF LA QUINTA STANDARD PLAN 340 ° � ` I WITH SOLID TRAFFIC RATED LID --NNN 23.67TG I \ 161.3 LF 17.06 I NV 16 \ S \ S=0.50% °/ N, X\\ S UTIL. 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X-ING FI \ 6 - - Rf\FI 21.75 BOP 18"HDPE SD 18 S0 S 14.0 LF II I RE FI 15 19 TOP 4"PVC SS I \ DRIM 2 S=39.6% \ S 3INV 52.7 L 6 30.9 LF F 6 3 @ 0.50% S=1.00% 4 32.0 LF ��'S`J 22.0 LF 6 118.05BINVD 26.1OTG 12 S=22.3% @ 0.50% 21.44INV M = = - = = M M I= A = = - MATCH LINE - SEE SHEET 7 I MATCH C LINE - SEE SHEET 8 j3l BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T � TNTO CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD Baker D(� MONUMENT,STAMPED1111-",FLUSH AT THECENTERLINE THE BEARINGS SHOWN HEREON ARE BASED Q�pFESS/pMichael INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE COAL I FORN I A COORDINATE SOYSTEM , ��Q o T A NN Nql �� PRECISE GRADING PLANS ELEVATION = 5.467'(NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY F9 tl SILVERROCK RESORT PA 5 6 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA o�� z I NTERNATIONAL 9/8/22 O F 12 SHEETS DIAL TWO WORKING c� _ rn DATE BEFORE ///� DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.60132 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY PENDRY LIFESTYLE HOTEL YOU DIG �1 / YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH sj. C IV Phone: (760) 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/24 STORM DRAINS TOLL FREE TELEPHONE: 811eToobtaiinProectElevationsinNGVD29,Add0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE gTFOF �A��F�� DRAWN ORR DESIGNED RV JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. A PUBLIC SERVICE BY ) 08-22-22 UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S JOHN D. TANNER III RCE NO. 60132 EXP. 3/31/2024 DATE: AS NOTED RV AUGUST CITY PROJECT NO. 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SEE ARCHITECT' PLAN AND \ C < S S DETAIL ON SHEET 8. yF \ \ \ \ INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS 21 25.14.5 LF 50TG 6 9Q OTHERWISE NOTED) 13.96INV S=0.50% \ \ \ �� S \ \ INSTALL 24" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS 7 19.1 LF �\ \ i\ I OTHERWISE NOTED) / S=0.50% EXISTING IRRIGATION LINES 26.10TG Sp \ \ \ 8 INSTALL 30" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM UNLESS 10 I TO BE REMOVED \ ( ,23.84INV �'S� 7 63.3 LF / \ S \ OTHERWISE NOTED) 17.9 LF S=0.50% A 99.8 LF �' \ / 1 N S=52.0% 10 1 39.6 LF S=4.07% 6 \ \ \ \ INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED S 26.4% S EQUAL) i 26.00TG 21 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED 26 20TG S=0.50% 14.27INV / 6 97.2 LF \ EQUAL) 21 14.41INV 7 S=0.61% \ S I \ 16 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS 0.0% 26.45TG 22.50TG LF 25.45INV 5 18.00INV 16 #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 1 S=1800% ,ems \ S \ 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER 10 26.55TG �� ° �� \ \ DETAIL ON SHEET 12 24.55INV '� 1 \ �� \ 21 INSTALL 30 CATCH BASIN, RISERS, ADAPTERS, AND 12 SOLID w / \ STEEL LID (ADA), NYLOPLAST 2830AG OR APPROVED EQUAL \ INSTALL 36" MANHOLE PER CITY OF LA QUINTA STANDARD PLAN 340 WITH SOLID TRAFFIC RATED LID Is,o I \ \ 11 23.67TG \ 7 161.3 LF 14.52INV 16 \ I S \ \ \ \ 4 �\ - �\ S \ 3 \ / \ UTIL. X-ING H \ 19.90 BOP 4"PVC DW �- I 18.86 TOP 18"HDPE SD\ '� \ I` Is, r N - 1 I / 19.90 BOP12"PVC FIRE \ \ I \ \ /N i 18.28 TOP 18"HDPE SD �20.29INVQ � � 18" 22.5° BEND �'\ \ S 18"\ / S /3 W 177.5 LF � \ � 3 3 S=3.20% 6 124.13TG \ \ 20.4OINV 16 \ \ \ \ / UTIL. X-ING ' ,� I \ O \ \ 21.65 BOP 4"PVC DW I I \ !1i \ \ 17.1 TOP 18"HDPE SD 3 I I S \ UTIL. X-ING I 25.56RIM 6 UTIL. X-ING 17 ' �e OM \ C° ewe CaM CoM 21.2 BOP 6"PVC DW 15.17INV 17.4 BOP 8"PVC SS 17.4 TOP 24"HDPE SD 117.1 TOP 18" HDPE SDI 26.ORIM UTIL. X-ING UTIL. X-ING UTIL. X-ING UTIL. X-ING 21.3 BOP 2"PVC DW-----__17.60BOP 18" HDPE SD17 21.2 BOP 12"PVC FIRE 15.22INV t✓ 17.37TOP 4" PVC SS \ 17.4 TOP 24"HDPE SD 19.00 BOP 3 PVC SS - w 18.0 TOP 18 HDPE SD FIRE w 17.4 TOP 18"HDPE SD _F RE �F E k'\� UTIL. X-ING �F FIRE 26.09RIM 16 \� t✓ UTIL. X-ING 17 17.4 BOP 8"PVC SS FIRE FI (8' x6"TEE 3 16.44INV �iRE G' 21.21BOP 4" PVC FIRE 21.21TOP 18" HDPE SD 16.9 TOP 18"HDPE SD 3 S 15.91INV �S -S FIRE UTIL. X-ING \10.8 LF 6 21.16BOP 18" HDPE FI .� FS-0.50% 18S0 14.0 LF S - RE\FIRE \ 26.10RIM 2 S-39.6%FIRE�.40TOP 4" PVC SS 49.9 LF 6< 2 15.27INV I 6 30.9 LF 52.7 LF 6 S=0.88%- S=1.0% 32.0 LF 119.2 LF 22.0 LF 6 15.60BNVD 26.404I NV 12 =1 .00% 4 S=22.3% S=5.19% 6 S=1.7% ® \ M M M M M M= MATCH LINE - S�� STET 7 I ONE 7' MM \ 7rE/7HEET 8 �\ \ f� BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T O CITY OF LA QUINTA BM #430 Description: 1 112" COPPERWELD Michael _ DH�(� " THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE SYSTEM,Q� �NqPRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. CCSUPON83 , ZONE CALIFORNIA THE 6 , ASDETERM I NEDELOCALLY ��0 FE %` lF� 6 ELEVATION = 5.467'(NAVD88) �� , SILVERROCK RESORT - PA 5 DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA 9 z I NTERNATIONAL DATE 10/25/21 OF 12 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43090 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE PENDRY LIFESTYLE HOTEL YOU DIG / YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD) , (POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME l0 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH sJ, C / V � �, �Q. Phone: (760) 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 STORM DRAINS TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F FDRAWN DESIGNED JOB NUMBER FILE NO. elevations shown DATE BY DESCRIPTION APP'D DATE OF �AL� ,. ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. A PUBLIC SERVICE BY ) GEODETIC SURVEY PUBLISHED DATA SHEETS 09-28-21 FOR: UNDERGROUND SERVICE ALERT ELEVATION=3.903' SCALE AS NOTED CHECKED RV DATE FEBRUARY2021 - BEING N.40°16'30.20"W. R E V I S I 0 N S MICHAEL` YLMAN RCE N0. C43090 EXP. 3/31/2022 DATE: - ft-, � � 0 i C_ 0 101, / N � c0 27.00TG / Z 25.00I\ 0 / 19.0 LF 1 S=1.00% 19.0 LF 1 / S=1.00% I SE MATCHLINE - SEE SHEET 6 ONM Ill F y UTIL. X ING 18x6 ° 3 G 26.80T TEE - G G 26.40TG- / 17.29 TOP 4 PVC SS 18.24INV 49.9 LF QE7 18.33 BOP 18 HDPE D E 6 c 5 2580INV21.64INV 19.1 LF 23.58INV UTIL. X ING �' S=0.8% I S=1.0% sn� \ C/ (1 ND / 23.18 BOP 2"PVC W F1R� S 2 25.6 LF 2 43.0 LF 1 V l/^1, sN / 20.08 TOP 18"HDPE SD �, @ 21.17 a S=1.0% y �Q 26.40TG F�R� I 27.20TG 3 23.77 I NV `j p �7 �Q V/C UTIL. X-ING„ G27.50TG 0 26.80TG 21.0 INV12 `� n /' \ / 22.32 BOP 4 „PVC DW �R� / �n / 11 C 25.80I NV s .r 27.25TG N�3° v s 20.26 TOP18 HDPE SDI \ N 23.66INV �M . 26.80TG 11 24.40I NV ti 20 lg "W , UTIL. X- I NG� F�R� 6 125.0 LF / 1 20.9 LF 25.80I NV 5 4" SD POC 21.5 LF sa S-0.50% S=4.0% -12.6 LF 4 TEE �89.44, � � 22.32 BOP_6"PVC FIRE \ � 2 \ / �20.25 TOP 18 HDPE SD. 20.8 LF 4 SD POC S=3.18% 24.50INV� 3 S=3.4% , � 24.35INV 4"! D POC _ » » � 2 25.1 LF / 18 x6 TEE / 1 24.50INV 71.8 LF 1 4 TEE � � /� � � F1RE � �SO � S=1.2% ( 1 53.6 LF 24.50INV / 11 27.40TG, S=1.00%\ UTIL. X-ING S=1.00% / 18.86INV S 1 / \ o 23.83INV � � UTIL. X-ING � S=1.2% 25.40INV M 22.90 BOP 2"PVC DWG R� / 4"SDTEE� 14.3 LF 2 24.0 BOP_4"HDPE SD 26.80TG 12 18.64 TOP 4"PVC SS � 20.52TOP 18 HDPE SD S=22.9% 22.11INV 24.50INV- 25.0 LF� FZR 24.31INV 1 19.4 LF � \ ° \ 27.25TG �S=1.00% s UTIL. X-ING ,� S 1.0% 11 � � 26.70TG - 26.1 LF » 23.68INV 27.25TG 22.5 BOP 6 PVC_FIRE 11 4 SD POC S=1.00% 2 4 SD P0( p 11 14 UTIL. X-ING 20.5� 18"HDPE SD 24.56INV �� ,�� 25.2 LF ,26 70TG 12 < �S ��/O I F END 23.43I NV 38.1 LF 24.50INV ��/ / I,� A 24.50I N' ES %Y R y ASS-1.0% 1 INV 9.07 BOP18 HDPE S 27.25TG �16.87 TOP 4" SS `' 26.7 LF ENO NO S=1.38% 22.37INV p Ty �Qy FF, LE y�% �,� 11 29 9 LF 1 Q �(�.� 0 ° 2 \ F` �F 27 EL 23.05I NV 23.0 LF-;' 2 @ 18.13% S=4.7% c)'� 6 27.19TG' A�9 2j y0 27.00TG pqD, • 6r7 �34.0 LF 1 1 G� 2 12 ` @16.96% 24.73I NV 11 \ 4"SD POC 27 S=6.6% \ 6 56.7 LF-G / �° / �ZF FF �O 2� 22.72I NV s 4"SD POC �2 j 60 TF� 24.50INV' 27.50TG 24.50INV S=0.50% » UTIL. X-ING` �n 24.28INV 11 Q P 4 SD POC s 0 18.46 BOP 8"PVC SS UTIL. X-ING /� 26.80TG 5 ---'24.50INV S >, S41614% 2 LF 27.19T6 12 s 26.80TG 23.37 BOP 4 PVC FIRE , 25.80INV _�0 6 x4 TEE /° 22.64INV 5 0 17.00 TOP 4 HDPE SD 27.19TG 22.83INV �� 4'TEE D\sD\s 4"SD POC 25.30INV / \ \ 27.25TG b 18.26 TOP 18_ HDPE SD 1 22.5 LF 12 22.94INV 6 1 22.950% s '27.19TG 12 \ 16 33 7 LF S=1 0% i 39 7 LF G UTIL. X-IN- �;_BOP GHDPE SD--G� _SD..� 8.04 TOP 4" PVC SS 61.2 LF S=0.98% 26.40TG 24.20INV 11 1 -,51.7 LF ' 5=1.00% 26.20TG 24 29INV 11 ' 1 21.5 LF ' S=1.0% 45INV �\ 24.50INV 3 .\ 19.15INV 2 @ 0.57% \ c� �% 0.56%� 25.80TG S91�00% 2 22.92INV 26.5 L 67.1 LF 0_ s 1 39.1 LF � \ p 33.6 LF i » 4 SD POC 11 1 \ 1 S=4.53% 24.50INV 5 10.7 LF 4"SD POC ' 1 S=1.00% S-1.00% � v� 1 4 SD POC 23.06INV S=1.00% - 10 27.19TG /i \ - 24.50INV �" S=20.3% sd 24.04INV < v, - s i 27.19TG 24,50INV\� 4 TEE � 27.30TG 26.80TG � 12 6" x4 TEE A 26.,4 LF � 23.88INV 23.71 12 5 25.00INV N 1 25.80TG 27.10TG 26.45TIG INV \ \ 19.34INV W 35.2 LF 25.80INV ,� 24.45INV S=1.0% 1 23.24INV 11 11 25.1OINV 39.3 IF 2 s 27.00TG 1 26. TG S=1.00% 4.91I 11 24.17INV 11 11 27.00TG �T s`PoA o. I 2 18 9 LF 1 @ 14.29% , 2 39.2 LF 18.1 LF �) 6"x4"TEE 23.32INV 12 23.63INV o� o\ �o f� @ 0.50% I J i S=5.25% S=1.00% ' �`� �G \ 4 TEE_ 0 27.15TG 13 26.4 LF 23.18INV 23.54 4"TEE �o 'L o 27.30TG 25.12TG 1 26 . LF 1 ti s I �� O \✓ FF 12 W y �� 3 24.75I NV 11 S-1 .00% =1 00% INV Z5.24INV "90 �� G 19.47INV 24.40INV 0� �p , 23.20INV �, 36.0 LF s ' s 1 72.8 LF x- �� y �,,, Q. 26.80TG 5 �,��, �O 4"SD POC i s 30.1 LF V S=1.00% 200 2 1 \s S=1.00% �' s 6' O �� 4 SD POC 25.80INV Q y '� 24.50INV G 2 S=1.00% 25.50TG 11 23.58INV 9.5 LF o O 26.80TG f '� 1 ' S=1.00% c9 �-- 5 '� 1• 0 24.45 23.50INV 1 5=2.32% 5 24.50I NVI �� F' `l. 73.6 LF ,� of o � 25.80I NV • 1?, � � F �' ✓ F 59.7 LF 1 F O / IN 26 9 LF 13 27.20TG ' w � S=1 .53% 1 G �G � 2 \� P i 26 OTG @ 0.50% Q o , 2 i .� 23.67INV 2 .43INV 11 s // O, S-1.00% 26.80TG 26 50TG 11 26.20TG \ 26.80TG 5 27.OTG s/ 24.9,LF \ 25.5 LF 2 25.80INV 5 ' w 2 .72INV 11 23.44INV \ \ �,, 25.80IN o 12,24.18INV �,o� �1 @ 2.49% S=1.00% i 26.80TG 22.30TG 11 13 22.30TG 13 s / LO 27.19TG �37 `f'o f� �� ; 4"SD POC i �o� 24.80I NV 20.65I NV 20.78I NV / ' w \ 26.50T 34.4 LF 22.50INV 10 `soy o�, \ \ S 24.50INV 22.30TG S / `\F 24.91I V 11 S=1.00% 1 » �� \ s O 23.91 s 2 34.9 LF 13 / �w�1 \ 4 TEE \ `� INV 23.83 ,�'@ 0.77% 20.48INV 27.20TG 13 1 v \ 26.00TG 21.55INV \ 27.00TG- 33.82 LF 2 ? INV 2 35.2• 0% INV F 11 23.10INV 19.74INV 13 SGo� 1 12.9 LF S=0.50% 2 S60960%F S=0.50% p�/ 1 21.6 LF ' \ 20.3 LF s 22.30TG ° S 1.00% 24.5 LF S=1.3% ' w r' / \ S=1.00% 1 1 S=2.9% �'\`Jo SD 23.71 27.2 LF 2 22.3 LF 20.96INV 13 z �\ \ 45.6 LF sof�� o S ��O �o� INV 24.00I NV 11 5 S 2 @\ 0.50%\ 25.09 LF 26.80TG - S=0.79% 6 LF \ F 11 25.60TG @18.38% 22.10TG ° @ 3.38° 1 \ 2 13 20.28INV 5� � 22.10TG 2 25.2 LF 2 S=0.50%� '24.16INV 5 1 J 6 ''S 21.03INV 13 @ 0.52% 27.00TG 42.0 LF F_ 0 �, co 52.3 LF"29.4 LF 2 29.1 LF 11 ' 2 2 2 22.10TG s 6'; 25.42INV �� S=1.00%,` 11 28.00TG s O S 2 - LF 0.50% S=0.50% ° 13 22.10TG �11 26.90TG 47.7 LF 26.00INV 13.1 LF 2 @ 0.50% 25.04 LF 41.46 LF S=0.79% \ (0.61% S=0.50% 22.10TG 13 20.89INV 13 21.02INV 13 22.30TG O 11 26.70TG 26.01INV 1 �5=1.00% 27.00TG 11 F 1 \ 7 �'• 2 S=0.50% 21.18INV 21.09INV 25.37INV \ �3\ 25.00INV ' 85.7 LF s F s 0 13 22.00TG 19.4INV SQ 2 S 3 s -, �s 42.0 LF � 20.08 13.8 LF � S=1.00%� \ 23.1 LF s �7 4F 1 \F INV 19.58INV s� S=0.79% 2 @ -0.50% GGg IPA, S-1.00% ' \ s \ 426.25TG ,'t�---- 22.10TG 13 22.10TG 24.6 LF 20.01INV 13 ' W 22.10TG 20.13INV POOL 13 21.09INV 22.10TG 11 \ �,� \ \ 22.4 LF 27 2 \ F 2 0 57% 2 13 21.20INV 1 ' F ti - 3 20.00INV RIM=22.50 ti s� \ // 26 9 f� \ s S \00% 24. 5INV 5 15.45 LF 26.70TG °� 2S GTG 27.00TG \ \ /�2: 20TG FF=22.60 2 S=0.50% s'' 13 PAD=22.1 22.20TG 2 @ =0 LF SO 11 SDI r� \ 20.22INV ' 13 @ =0.50 31.4 LF 24.99INV � N/r � s 24.58INV \ F\ s ; 33.2 LF 2 19.22I NV C0.50% 2 �� \ `16.0 LF � S=1.00% p � 1 ' ' 0 ; ^� \ 22.10TG 37.3 LF '`� 4"SD POC S=1.00% �27.75TG q i y 22.20TG 11 S=1.00% 2 24.49INV/�� 11 25.14INV F 36.9 LF Z ' ' 22.20TG 22.2OTG 21.25INV 11 21 36INV ,r�4.53INV -�' 13.6 11 21.12INV 11 21.23INV 22.00TG 13 11 94.69TNV 26.49TG S=1. � R \ \ S� - S=11 .66% � - _ _ _ _ 22.20TG `' 26 50TG 1 61.2 LF SD 2 --- 13 24I V 2 31.94 LF 16.75 LF .,SO 20.00INV \ 13 S S=1.00% \S I @ 0.50% 2000 L% 2 30.9 LF 22.1OTG 30.7 LF 1 S 6 SD 2 20.0 LF � 2 24.35INV 22.20TG 2 S=1.00% 16.64 LF 2 2 19.79 LF 13 20.97INV 2 S=7.2% 11 20.10INV'.� S-1.00%/ \ S=O.60% S=1.02% o w - F\ W 4 22.20TG `� 22.89 LF 22.20TG 3 20.47INV 13 22.2OTG 13 21.90TG 19.2 LF 2 S-0.50% 21.35INV 11 22.30TG 15.08INV CONSTRUCTION NOTES - STORM DRAIN �\ 27.25TG I 20.56INV 20.84INV 5=0.50% 32.69 LF 13 \ 22.20TG 217.76INV 22.1OTG PLANS , \ 24.53 I NV�� 1 13 22.00TG 13 20.35I NV 6 Sp S 6 ' SO @--0. 50% 2 S22. 0=1. 0% 25.1 LF \ 11 19.79 I NV . s 0.32INV S=1.00% 2 24.9,LF 2 1 S=1.00% 31.8 LF < INSTALL 4 ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM \ 2 43.4 LF 2 9.6 LF 21.9OTG 11 22.20TG "Sp s 2 S-6.5% 5=18 9% �26.1 LF (UNLESS OTHERWISE NOTED) 21.18 LF 2 I S=3.96% 20.95INV 13 ° \ ° S=0.63% 5 S=0.50% S=1.00% 22.20TG� ° 20.20INV 25.5 LF 22.30TG \ 22.00TG s11 S-1.00% 15.70INV 13 O2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM \ � w 19.56INV 20.52INV 22.20TG s� s 22.20TG 13 2 (UNLESS OTHERWISE NOTED) ' \ 6•• 38;3 LF 13 2 15.47INV C) F\ 45.81 LF 2 SO 1 2 S=0.50% 19.98INV 22.20TG ' /\ J � � J J S=0.50% - POOL 13 POOL "SD 16 ,3 LF ti 5O CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON r \ \ RIM=22.50 19.73INV s RIM=22.50 s 2 S-0.60% p SHEET 8. \ 3 sd 22.20TG �� 2 38.2 LF N O6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE F\ 22.10TG 13 21.13IN 13 22.20TG S S=0.66% S NOTED) \ ' \ 13 20.63INV POOL 19.47INV 2 S=0. 3% 13 22.20TG S=0.63% \ 22.10TG RIM=22.50 `Pd 27.7 LF 15.39INV 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) F\ i \ 2 13 28.1 LF 22.3 LF ' w 19.91 LF 20.73INV 2 2 S=14.44% 21.9 LF 2 �' S=0.63% 2 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \ �\ S=0.50% s S=0.50% 21.1 LF 2 5=17.74% \ w 6 S S=16.82% SD 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \F 4� \ SO 22.25TG 22.20TG 22.20TG o \ 31.75 LF 2 ,,c�� 13 22.10TG 21.27INV 13 13 15.92INV 22.20TG 13 22.25TG 13 15.25INV 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \ \ \ S=0.50% 0 21.15INV 13 ' \ \ S S I 22.00TG 13 19.92INV 19.27INV 35.0 LF 15 INSTALL 18 % 18" CATCH BASIN, RISER & 18" STEEL GRATE, NDS #1882, 1884, _J \ w 22.1OTG S / 20.05INV 0 2 S=1.00% 1816 & 1891 (OR APPROVED EQUAL) U \ \� 26.97 LF 2 0^� 20.88INV 13 22.07TG 2 15.0 LF 17.2 LF d ° ' 16 INSTALL 24 x24 CATCH BASIN, RISER & 24 STEEL GRATE, NDS #2400, 2404, \ \� S-0.50% �o'� A 20.99INV 13 S 0.50% 2 S=0 22%OOTG 22.5 LF \ O ,� 32_4 LF 2 13 S=1.00% 2 22.20TG 2418, 1266 & 2415 (OR APPROVED EQUAL) F` \ w s 19.96INV 13 ' \29.5 LF 2 S=0.50% 2 13.6 LF 20.15INV 4 INSTALL 18" PVC JUNCTION STRUCTURE RISERS ADAPTERS, AND 12" SOLID \ \ S=0.67% �22.20TG ` 22.2 LF STEEL L I D ( ADA) , NYLOPLAST OR APPROVED EQUAL \ - _ I_ _ �_ _ _ 13 1 �N� _ O. _%� _ 2 S M _ _ _ M�IIIIIIIIII, I_ _ ` _ I_ Ill <8 INSTALL 4" ADS PERFORATED HDPE STORM DRAIN @ 1.0% MINIMUM M AT C H L I N E- S E E SHEET 9 20 10 0 20 40 60 SCALE: 1"=20' BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD _ _ DR_(� THE BEARINGS SHOWN HEREON ARE BASED pFESS/ �I MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� �Nq PRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �lk� T AN �F o ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY l:) �o NFL ��, S I LV E R RO C K RESORT - PA 5 7 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA =' o� z I N T E R N A T I O N A L g/g/22 12 DIAL TWO WORKING c, OF SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF � No.60132 M 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY DATE PENDRY LIFESTYLE HOTEL YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sJ, C/VIV �Q. Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/24 STORM DRAINS TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE 9�FOF L\F�� DRAWN ORR DESIGNED RV JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. A PUBLIC SERVICE BY elevations shown). CA 08-22-22 UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40'16'30.20"W. R E V I S 1 0 N S JOHN D. TANNER III RCE NO. 60132 EXP. 3/31/2024 DATE: AS NOTED RV AUGUST CITY PROJECT NO. PG2019-0020 T_ N O N N O 0 LLI LLI r/ SE MATCHLINE - SEE SHEET 6 UTIL. X-ING `��_ 18"x6" 0 � _0 / „ F TEE/GB ° 3 TEE 26.40TG �� o Q / 18.49 BOP 4 PVC SS 26.80TG 15.71INV c49.9 LF 5 19.1 LF 23.58INV 15 UTIL. 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SEE ARCHITECT'S PLANS AND DETAIL ON r� r J ❑ S 0.50%\ o 19.73INV s RIM=22.50 s S-0.60% SHEET 8. 3 RIM=22.50 ��_ I \ s 38.2 LF N O6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE F\ 13 22.20TG 22.20TG 2 13 22.10TG 20.35IN 13 19.47INV 30.0 LF S=0.60% S NOTED) \ \ 19 78INV POOL 2 _ 13 22.20TG N w \� J Q \ 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 15 INSTALL 18 % 18" CATCH BASIN, RISER & 18" STEEL GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 16 INSTALL 24 % 24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) �4 INSTALL 18" PVC JUNCTION STRUCTURE, RISERS, ADAPTERS, AND 12" SOLID STEEL LID (ADA), NYLOPLAST OR APPROVED EQUAL �5 INSTALL 4" ADS PERFORATED HDPE STORM DRAIN @ 1.0% MINIMUM 20 10 0 20 40 60 SCALE: 1"=20' S-0.63% ' 22.10TG \ RIM=22.50 `PlI 27.7 LF 15.39INV 19.91 LF LF 2 19.88INV 13 28.1 LF 2 2 S=14.44% 21.9 LF 2 �' S=0363% 2 �\ S=0.50% s S=0.50% 21.1 LF 2 S0 .74% \ w 6 S O 21.S=16.82% 31 75LF 21.90TG 451N 13 1322. 20TG L22SD20T 13 22.20TG 2 0 21592INV 13.G 22.25TG 15.25INV S-0.50% 20.37INV S S I 22.00TG 13 19.92INV 13 19.27INV 35.0 LF ' \� \w 22.10TG S / 20.05INV 0 2 35.0 L% � 26.97 LF 2 0^� 20.03INV'13 22.07TG 2 15.0 0% 17.2 LF d ' \� S=0.50% �o'� A 20.21INV 13 S 0.50% 2 S=0.,22%OOTG 22.5 LF \ 32.4 LF 2 13 S=1.00% 2 22.20TG \ 2 s 19.96INV 13 ' S=0. A 2 S=0.50% 13.6 LF 20.15INV \ S=p�67% 13�22.20TG \ , _ S=0.50% 22.2 LF MATCHLINE - SEE SHEET 9 f3l BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD Michael _ DR_() v THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� ONqPRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �p l7 oTELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� P� jyl ``�� S I LV E R RO C K RESORT - PA 5 DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T I O N A L 10/25/21 OF 12 SHEETS c, g z BEFORE // DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C430 0 75 410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE DATE PENDRY LIFESTYLE HOTEL YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI, C1V0, �Q. Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 STORM DRAINS TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F FO`�� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CAS,��•_ 09_28_21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 Y11.8 IF POLL 13 22. RIM=22.50 117. DR nT 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE ` TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION AT BM #430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687' to the elevations shown). ELEVATION = 3.903' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40°16'30.20"W. DATE I BY DESCRIPTION R E V I S I O N S APP'D I DATE �o Q�pF ESS /pN9\ TAN CLU Ce No.60132 � * �IVIV ��P \ \ \ \ \ F� \ \ \ \ \ \ F_' r" 23.25TG ,o 20.75I NV 16 6 19.21 LF S=8.43% 'I 22.50BEND \ \ \ IN T E R N AT 10 N A L 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM JOHN D. TANNER III RCE NO. 60132 EXP. 3/31/2024 [II:�0tawki U /1 I G: FAR APPROVALBY: 20 10 0 20 40 60 SCALE: 1"=20' CONSTRUCTION NOTES - STORM DRAIN PANS O1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) < INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 8. 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 24" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 14 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 15 INSTALL 18"x18" CATCH BASIN, RISER & 18" STEEL GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 16 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 12 INSTALL 36" MANHOLE PER CITY OF LA QUINTA STANDARD PLAN 340 WITH SOLID TRAFFIC RATED LID INSTALL 36" MANHOLE WITH GRATE PER CITY OF LA QUINTA STANDARD PLAN 340 4 INSTALL 18" PVC JUNCTION STRUCTURE, RISERS, ADAPTERS, AND 12" SOLID STEEL LID (ADA), NYLOPLAST OR APPROVED EQUAL 0 N w J co U L C L C CD VARIES -PER ARCHITECT'S PLAN I UJ z. / z CD 67 w 0 w n, In U) I r__ 0 N N 0 N J w I— O w J in NOTES U_ J ❑CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC REFER TO: LANDSCAPE CONSTRUCTION MATERIALS & 5❑ REFER TO: LANDSCAPE SPECIFICATIONS FINISH SCHEDULE ILIJ © COMPACTED SUBGRADE aI STEEL HEADER REFER TO: GEOTECHNICAL ENGINEER'S DOCUMENTS Ln REFER TO: ARCHITECT'S PLANS I ❑ADJACENT PAVING z] ATRIUM DRAIN CONNECTION 3 j REFER TO: LANDSCAPE CONSTRUCTION PLANS TOP OF GRATE AND INVERT PER PLAN w ❑ RAIN CHAIN bi ®2" THICK DECOMPOSED GRANITE MULCH 8 REFER TO: ARCHITECT'S PLANS REFER TO: LANDSCAPE PLANTING LEGEND i z RAIN CHAIN DETAIL o NOT TO SCALE c� CITY OF LA QUINTA I CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 9/8/22 DATE BRYAN McKINNEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/24 DRAWN ORR DESIGNED RV JOB NUMBER 161178 SCALE AS NOTED CHECKED RV DATE AUGUST 2022 PRECISE GRADING PLANS SILVERROCK RESORT - PA 5 PENDRY LIFESTYLE HOTEL STORM DRAINS LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FOR: CITY PROJECT NO. PG2019-0020 J Z Q SHEET J o 0 8 00 OF 12 SHEETS r� CD DWG. NAME Q FILE NO. Q 0 I �S `FIRE T I E SHEET 6 \ 1 \ ` , \ 25.20R I M\�j� / \ "'INN\ 22.63INV 19 S 6 TEE /45.5 LF \ G-22 75INV` 2 S=2.5% S �c `r\25.53TG �I � \ F c SD 23.871 NV 15\\ � \�\ (ALIGN W/CURB FACE \ \ 2 51.0 LF �rRe S 1.00% y \C \ c� \ IN, F I \ \ 25.50TG \ IMF \ \ 23.14 I NV 2580TG 36.3 LF \ .5 1 S=1.00% F 24.28INV \\ NNN v+ / c 25.8OTG \25.80TG \ / \ 22.62INV 5 24.14INV 1 \ \ / F ALIGN W CURB FAC\ \ �O 11 25.50TG 1 S 11900% / / 1 °�45.0 LF\ / 27.2, LF \�I�F � 3.15INV 5=1.00% F c 2 S=12.3% 25.30RIM \ \ \ °°26.20TG / \ 19 45° BEND \ 23.82INV 2 90.8 LF • / \ 19.66INV r \ \ 19.61 I NV '�RF 45° BEND S S=4.52%c TEE \ \ \ °°° �19. 23.25TG •,o 22.38 I NV D� I S s 09 I NV . 16 Cif. j� \ / 6 ILL 2 633 LF 20.75INV ° � °26.24TG S=4.52% \ � 25.24INV�oS°° 20.81INV ° °°o° 6 19.21 LF �� \ S=8.43% \ LfiO \ \ 1 °2 \ 18.3 LF o F UTIL. X-ING S=111.23% 1 0° S-17.06% \ 1 17.42BOP 6" SD, o // 11 26.00TG o 3.76TOP 4" SWR \ \ 22.5 BEND \ \ \ ° 23.20INV � J, F � \ 25.90TG O UTIL. 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X-ING UTIL. X-ING S=34.8% M W „ / MrR 24.03BOP 4 SD 22.65 BOP 1 PVC DW �� 2 � S=1.0% W 22.20TG 19.94 LF 22.20TG 56I.3 LF o O= C) `I ,� 20.42TOP 4" SWR `" 20.92 TOP 18"HDPE SD / 3 Ri 13 S=15.16% 13 / 20.220INV 19.55INV S=1.00% I I S U OU / 1\ =1. 0% 2 I W UTIL. X-ING 13.2 LF I 0 I� N 17.4 LF 1 H 22.10TG S=1.00% Z J (� II S=2.8% 23.90 3 s=1 00% w II o L. BOP 18 HDPE SD GR p I A R I N E P AN 20.10INV 2 S 2 S 2 22 20TG 13 11 24.75TG TEE t2 W � < h INV UTIL. X-ING 15.62 TOP 4 PVC SS 27.81 LF 19.68INV 32 6 LF s� I 22.69BOP 6"SD / 1 S=12.12% 22.89INV 2 LL 13 22.10TG 6 S I xx ;8 LF S=1�00% 20.96INV J 4"SD POC�, 23.8TOP GAS6.73INV - I _ 235.6 LF 1 0% 1 24.50INV 11 18"I6"TEE 1 I I 23.78INV I I P A R C r J s S=1.00% 22.20TG I 19.58INV W 19.86INV 13 1 21.2 LF I �, I 17.4 LF 2 i POOL 13 22.10TG \ I S=1.23% I S=19.3% 17.08INV 27.32 LF 25.15TG I I I I I I N ° E E 9• l 20 10 0 20 40 60 SCALE: 1"=20' CONSTRUCTION NOTES - STORM DRAIN PANS O1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) O2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 8. 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 24" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 14 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 15 INSTALL 18"x18" CATCH BASIN, RISER & 18" STEEL GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 16 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 12 INSTALL 36" MANHOLE PER CITY OF LA QUINTA STANDARD PLAN 340 WITH SOLID TRAFFIC RATED LID INSTALL 36" MANHOLE WITH GRATE PER CITY OF LA QUINTA STANDARD PLAN 340 4 INSTALL 18" PVC JUNCTION STRUCTURE, RISERS, ADAPTERS, AND 12" SOLID STEEL LID (ADA), NYLOPLAST OR APPROVED EQUAL VARIES -PER ARCHITECT'S PLAN NOTES 0 N w J co U ❑CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC REFER TO: LANDSCAPE CONSTRUCTION MATERIALS & EREFER TO: LANDSCAPE SPECIFICATIONS FINISH SCHEDULE COMPACTED SUBGRADE STEEL HEADER 6 REFER TO: GEOTECHNICAL ENGINEER'S DOCUMENTS REFER TO: ARCHITECT'S PLANS ADJACENT PAVING 7❑ ATRIUM DRAIN CONNECTION 3 REFER TO: LANDSCAPE CONSTRUCTION PLANS TOP OF GRATE AND INVERT PER PLAN ❑ RAIN CHAIN ®2" THICK DECOMPOSED GRANITE MULCH 8 REFER TO: ARCHITECT'S PLANS REFER TO: LANDSCAPE PLANTING LEGEND RAIN CHAIN DETAIL NOT TO SCALE f� BLNLHIVIAKK: BA515 OF BEAKIN(35. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD Michael _ DR_() v THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� ONqPRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �p l o ELEVATION = N OF VEND 8) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� p E T y�� F�� SILVERROCK RESORT - PA 5 8 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T I O N A L 10/25/21 O F 12 SHEETS DIAL TWO WORKING c, g z BEFORE // DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43oso 75 410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE DATE PENDRY LIFESTYLE HOTEL YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME 10 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI• C1V1�, �Q. Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 STORM DRAINS TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F FDRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CAS ,�� __1 09_28_21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 MATC ' 24.5 LF 2 S=1.00% ' 22.20TG 13 20.20INV Sp POOL EQUIPMENT 22.20TG ` FF=22.52 13 19.95INV PAD-22.1 2.4 LF 2 18;_ S=1.00% S=1. UTIL. 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X-ING rF 14.91TOP 4 PVC SS 22.10TG �0 S=1.00% 10 24.14INV FIR 23 89INV 3�-, I 1 S J 22.20TG 18.58INV e S � 1 1 30.3 LF, 19.24TOP 6 FIRE 13 s - - -4 SD PC 4771LF�1�- 4 SD POC S=6.3%EXISTING ELECTRICAL LINE 19.79BOP 6"SD'� 2 20.09INV S 13 �' S-.% 50INV 9 L _ \ \ S=2.31% w I \ C 21.8 LF 2 23.3 0% 24.50INV - 24 _ a 11 26.40TG 25.5�/� 53.2 LF ' UT X-ING S S=1.00% UT X-ING �� 24.25INV 1 2 �S=1.00%I \ 2 15.40TTOP 4" PVC C� 22.55BOP 6 HDPE SD �24.0 LF -11 6"x4"TEE ` NDRY 5 26 M I NV / 22 26 I NV F 20.6 LF 14.71TOP 6" PVC SS 27.00TG 0% 1 0 N w J Q U L C L C \ S=1.00% \ I 00000 PE S \ �21.80TG FF=22.52 LIFESTYLE HOTEL 4"SD POC\ s 17 UT X-ING ,r 24.96RIM 19 No \ 13 20.30INV \ 22.05BOP 6 HDPE SD N 22.10TG 22.29INV PAD=22.1 13 FF=27.60 24.50I NV \ -21.10TOP 4 PVC SS N \ ' 0 18.81 INV 13 PAD=27.1 \ \ 19.56 \LF ° 4 SD POC_ 2 S=1.17% 45 BEND 4"SD POC - - - - - - - 24.50INV ` S 25.30TG \ 1 25.5 LF 23.01INV - - LF 24.50INV 27.19TG 10 \ / 11 23.30INV p_ - _ S=3 _8% G _ � \F OO s 21.70TG 13 531�00% �_s� s 24.25INV C1 \ \ c OO 19.01INV SD__ 48.7 LF S�O� \ O TG 2 19.19 LF 2 27.19TG 1 51.8 LF 27.19TG 1 30;8 LF 1 S=1.00 ] \ w 20 20 S=1.00% 110S=1.00% S=1.00% .� J- O F 19.20INV 5 27.19TG 28.7 LF 23.39INV 23.98INV 10 \ 4 SD POC ,p �� 'P� 4"SD POCK s 1 24 0 LF Q 10 1 F` S=5.0% 23.14INV S=1.00% 24.56INV '9Q �� ,S, �24.50INV � > �E\ 4%4"TEEO], � 24.52INV \ >66 � 0 EXISTING IRRIGATION LINES R. D \ o 44.9 LF \ / F� TO BE REMOVED s\ 1 S=1.00% °\ M w \ \ I\ SD\ 27.19TG 10 F\ \ w z \F_J \ � z o \ \ ~ � w \ I \F \ CONSTRUCTION NOTES - STORM DRAIN PANS \ O1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS \F \ OTHERWISE NOTED) \ < INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS \ F\ I OTHERWISE NOTED) I \ 5 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 8. \F 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) \ H \ 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \F 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \ I \ I 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \F` 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 12 i \ 0 INSTALL 24 % 24" CATCH BASIN & TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). <8 INSTALL 4" ADS PERFORATED HDPE STORM DRAIN @ 1.0% MINIMUM o' H I H I BENCHMARK: BASIS OF BEARINGS: O DR_ CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED �nT MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING BEFORE � DAYS BEFORE YOU D I G �II�I� YOU D I G ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD) , (POSITIONS PER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH DATE BY TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (To obtain Project Elevations in NGVD29, Add 0.687' to the elevations shown). ELEVATION = 3.903' 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N . 40 ° 16 ' 30.20"W . 24.78INV SD� 1 44.9 LF \ coM o �\ S=1.00%.��- _ o S \ 4"SD POC goy w 25.10INV 1 44 9 LF �I �25X06INV S=\.00% \.` _ __ -' goy �s 10 27.19TG d 25.19I NV / _000 \ 00 / sd (D \ CD \ \ W Ld sd W / S //e]�IVD DRA I NAG / f SD SD S , 00 CV \ I/ J Ld w \ \\ r Ld Icy LL Z W !Z / ^ 1 I / u , I / / Q ° / w 20 10 0 20 40 60 SCALE: 1"=20' APPROVALBY. �oQ1i!,0FESS/p4/Michael Baker I A NyF � 9 m INTERNATIONAL LU No.60132 M 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY yt * Palm Desert, CA 92211 CITY ENGINEER JT �IVIV �Q' Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 DESCRIPTION APP'D DATE q,F OF CA1 \F��C� 08-22-22 DRAWN ORR DESIGNED RV R E V I S 1 0 N S JOHN D. TANNER III RCE NO. 60132 EXP. 3/31/2024 DATE: SCALE AS NOTED CHECKED RV to w 0 O 0 z 0 Q ry cD J 0 z Q CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T J / PRECISE GRADING PLANS 0 9 SILVERROCK RESORT PA 5 9/8/22 12 DATE PENDRY LIFESTYLE HOTEL of SHEETS EXP. 09/30/24 STORM DRAINS LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. Q o tZ / DWG. NAME JOB NUMBER 161178 FILE N 0. DATE AUGUST2022 FOR: CITY PROJECT NO. PG2019-0020 MATCH LINE - SEE SHEET 7 1 MATCH LINE - SEE SHEET 8 22.00TG Pn / / _ 2 V 70.0 LF 14.1 LF 2 54.500% 19.85INV 13 22.1OTG S=1.00% 2 - 22.1OTG J 6 S=1.00% 7 15.9 LF RIM=22.50 19.62INV 13 22.38TG 13 17.28INV I LF 27.19FS I I I S=1.00% 12 �' UTIL. X-ING 22.20TG 2 S=0.50% 18.4 LF s� 20.33INV 13 �� 13.4 LF - � '~ 3 I 21.26INV w ' „ 13 20.20INV S` ' 22.1OTG 2 w-23.00 BOP 2 PVC DW O 22.00TG 13 S=1.00% RIM=22.50 S=1.00% 2 p I p 127.00TG 5 w w w POOL EQUIPMENT -1 /7/INV 13 19.76INV 22,10TG / r 22.20TG 13 ,Ui I 26.00INV 21.65 TOP 18 HDPE SD 22.20TG �22.10TG 20.13INV � 3 FF=22.52 13 �' 37.7 LF 22.20TG s 13 20.10INV 13 17.41INV I I I 1 15.5 LF 19.95INV 13 21.2 LF/ 5� 3 / 25.77 ° S=2.5%1 a PA�22.1 2.4 LF 2 18;4 LF 2 2 S=1.00% 19.97INV 2 S=1.00% S=1.00% S=1.00% / � �� 22.10TG � � � 37.4 LF I 27.19FS INV I �, � `` 17.5 LF 22.00TG 13 2 13.3 LF S=1.00% 2 21.45INV 12 9 I 4 TEE o UTIL. X-ING % 15;6 LF N �S=1.00% 2 20.00INV 13 17.69INV s S=1 oft I fir- J 17.5 LF 1 25.38INV �' UTIL. X-ING �. s 2 S=1.00% � TEE � � W S=5.0% °O 24.8 GAS i 20.03BOP 6" SD I 19.87TOP 4"SWR 22.10TG 2 S 17 00% 17.81INV 22.10TG 3 � / CD I s 1 19.1 LF 23.82TOP 6"SD rr 2 13 20.10I NV ti 1 2 13 I >- 2 O I 10 S=2.5% �> 13 22.20TG S 22.10TG 2 29.4 LF 27.0 LF 6, 17.55INV I � 4 SD POC - 18 x6 TEE I F [� ( -j �\� �21.20INV 22.7 LF 18.7 LF 13 19.92INV 26.5 LF I 19.4 LF 1 12,3nLF � W n ^ W 3 �r� J � .� F 1 S=1.00% S=1.00% S=1.00% 36.64 LF S=11.00% 2 Z -/ cV °I 24.50INV 20;28INV �UT X-ING S 2 17.2 LF 5 -sue 2 5 O 2 ° 3 S=1.00% a �- nl 11 S 0 UTIL. X III NG 22.20TG S=1.00% I- 11 I 26.90TG 19.47BOP 6" HDPE SD-- S=1.00% 2 22.00TG 13 �( 25.90TG I 0 � Q I 24.90INV 24.0 LF 17.10TOP 4 PVC SS Re19.39INV S 19.7 INV \ 11 �L-1 2 S=19.1% I W 23.10 BOP 1"PVC DW 22.00TG 22.10TG \ 23.90INV o' �I L� I » 13 23.8 LF s 13 " 27.19TG 12 UTIL. X-ING w� 22.09 TOP 18 HDPE SD 19.75INV� 2 i i 1/ 98INV `� \ 22.20TG 21.77INV� J I 20.38 BOP 18_HDPE SD �\ 22.20TG 5=4.18% - 1_ " 13 s 2 �, UT X-ING "' 33 7 LF 1 \ 17.88INV 13 28.5 LF 2 I I 14.65 TOP 4"PVC SS -I I 6 36.4 LF UTIL. X-ING 19.24INV�F „ 2 " S=1.00% 1 S=1.00% UTIL. X-ING 11.9 LF 18.848OP 6 SD 1 S-1.00% � � 10' \ I � I 36.6 LF 20.73 BOP 6 HDPE SD-----_UTIL. 4" FIRE 22 20 G S-7.44% 16.36TOP 4 SWR I 1 FIRE 13 F,18.0 LF ` I� 1 S-14.3% 13.09 TOP�6 PVC SS 21.56TOP 6"SD 19 05INV 22.20TG \ \ 10 " _ _ \ �S 1s� O 18.31INV 131 10' " " 2 I 26.90TG 2 RE��6%4"TEE 10 \ 29.96 LF " S S 3 43.3 LF • \ \ S=�1.00% 5 UTIL. X-ING F 2 S 1,8.2 LF 1 "-25.90INV S=1 S% 21.10INV./, O 2 � \ � 27.19TG\ 19.18BOP SD �15.0 LF S=1.00% SAND VOLLEYBALL CoLT, " 26.70TG 12 16.46TOP 4 SWR 5=1.00% S � UT X\ING �� 5 22.10INV 4"SD POC \ 27.10RIM 65.1 LF,, 22.20TG „ 1 22.5FG 1 1 I 24.70INV / \ 0 UTIL. X-ING �' 2 S-1.00% FIRe 13 22.8 LF 6', 18.42BOP 6 HDPE SDa� 5 22.20TG 13 UTIL. X-ING 24.50INV 20. INV 22.45BOP 4;; W 18.87INV 22.20TG 2 SO\16.03TOP 4" PVC SS \ 5 1 " 18.18INV 13.3 LF 1 I �� 6., 23.5BOP ELEC l' 1 38.1 LF UTIL. X-ING 21.45TOP 6 SD S=1..00% 1 " ,, 27.2 TG °1 \ O 30.9 LF O 18.72INV fRF_ 1 u; S=19.50% 22.86TOP 6"Sp 1 S=1.3% , „ ryo S 22.20TG 1 5 6 21.18BOP 6 SD 2 1 s �f 13 rR 24.9 LF s \ " o 39.7 LF l 111 24.45INV \ 1 ' 17.82TOP 4" SWR S=9.4% 30.6 LF \ �F ` \ 18.49INV eS=4.50% 2 22.20TG 5 1 5 I 2 S=1.00i UTIL. X-ING I �i��rL"I •� � I S=13.72% \ `IR 19.61INV 13 '� 1 1 UTIL. X-ING 22.41BOP 6 SD \ F 0' UTIL. X-ING s UTIL. X-ING 22.OTOP 6"FIRE 23.6BOP 4" FIRE ti \ Tl�� 19.50BOP ELEC \ „ FrRF 18.21BOP 6,SD 20.00INV 18.94TOP 6"SDi I 23.41TOP 6 SDI '17.31TOP 2 W I _�-r I 24.39 27.00TG - - 26.90TG 5 JI I \ f \ F 22.20TG 13 (TYP.) UTIL. X-ING INV IV 5 24.03INV 27.20TG 13 �° 2 e 19.88INV S` 3 H �18.41BOP 6 SD RE 10.9 LF 26.001N �� 23.57INV 27.30TG JP6 x4 TEE \ 4- �26.6 LF °jRe UT X-ING 3 FIRE 17.9TOP 6"FIRE 1 E S, 1.00% 1 11 21.75I NV r �) S=1.00% K°� SIRE 4"TEE 1 31.7 LF. FIREE 25.30INV j J -�1 �R 18.55BOP 6 HDPE_SD 2 80.8 LF FI ° 27.00TG \ FIR S=1.0% r r' UTIL. X-ING rF 14.91TOP 4 PVC SS 22.10TG �o S=1.00% 10 24.14INV FIR 23 89INV - - - 3�14 I 13 ti -5�- 9.8 LF- \ \\ Y J 0 N w J U U) LA ISTING ELECTRICAL LINE 19.79BOP 6 SD - - „ „ 22.20TG 18.58INV e s�� 1 1 30.3 LF• 19.24TOP 6 FIRE 13 s - - -4 SD POC 47.1 LF 1 4 SD POC S=6.3% \ 2 20.09INV s 23.3 LF S=1.0% 24.50INV _ a 5=2.3\% 2 24.50INV _ 11 26.40TG 25,5 LF/� 53.2 LF ' 21.8 LF UT X-ING S S=1,.00% UT X-ING - 24.25INV 1 2 �53.2 LF \ 2 15.406TOP 4" PVVCESSD` C� 22.55BOP 6 HDPE SD �24.0 LF 6% 4"TEE F 20.6 LF 14.71TOP 6" PVC SS 5 27.00TG 5=1.0% 1 c \ 20 .. 00% 0 p p PENDRY 26.00I NV \ o s 22.26 I NV 21.80TG ��I w LIFESTYLE HOTEL 4„SD POC\ 17 UT X-ING ,r 24.96RIM 19 \A01PAL)=22. FF 22.52 L I F � 13 20.30INV �\ � 22.05BOP 6 HDPE SD 22.29INV 22.1OTG ' � 1 O FF=27.60 24.50INV � � »' \ �21.10TOP 4 PVC SS \ 0 18.81 INV 13 PAD=27.1 \ II OC 2 S9;56�%F 45° BEND 4"SD POC - - - - - - - 24S50ID INV J ` \ 25.30TG \ 1 _ 25.5 LF l% 23.01INV - - 27.19TG \ / 11 23.30INV Q - S-3 _8% ' 10 G/ � _ \ \ 0 s 21.70TG 13.0 LF 24.50INV s 24.25INV \ c _ O _ 19.01 I NV 13 S=1 .00% s>~- sD-S� 1 1 48.7 LF Cj'� O S91100%F 2 27.19TG 1)� - �% S1180LF 0% 27.19TG 30,8 LF S=1.00 ,� Sj i s E\ 20.20TG 5 2 _ = 4 SD POC ,p �� \ wIII 10 5=1.00% .� �- � 24.0 LF 19.20INV 27.19TG 28.7 LF 23.39INV 23.98INV \ � 'p�- 4 SD POCK 1 10 23.14INV 1 S=1.00% „ „�\\ \ \\ Fy / S=5.0%\ 24.56INV '9Q �� 24.50INV �F 4 x4 TEE60 O], 24.52INV \ \ \F\ I EXISTING IRRIGATION LINES R- �S 1 44.9 LF \ \ TO BE REMOVED S=1.00% °\ ~ Sp 27.19TG / \ 24.78INV 10 w \ 1 44.9 LF \ \F � �l 4"SD POC CIf 25.10 I NV a Ld 44.9 LF CONSTRUCTION NOTES - STORM DRAIN PANS \ O1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) < INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) \ 5 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 8. \F 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) \ 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC ( OR APPROVED EQUAL) \ \F SEE CLUBHOUSE GRAD I 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \ \ I 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) \� \ o o / 17 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 12 i \ \o 0 INSTALL 24 % 24" CATCH BASIN & TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR / APPROVED EQUAL), INSTALL 4" ADS PERFORATED HDPE STORM DRAIN @ 1.0% MINIMUM BENCHMARK: BASIS OF BEARINGS: DR_o CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING BEFORE � DAYS BEFORE YOU D I G % YOU D I G ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD) , (POSITIONS PER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH DATE BY TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (To obtain Project Elevations in NGVD29, Add 0.687' to the elevations shown). ELEVATION = 3.903' 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40°16'30.20"W. �4 x4 TEE 5.06INV TG sd 10 27 1925.19INV / 'rd / sd TIVD DRA I NAG ' / 20 10 0 20 40 60 SCALE: 1"=20' APPROVALBY: �oQOFESS/pNgMichael Baker:, I N T E R N AT 10 N A L 9 o No. casoso M 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY , PE * * Palm Desert, CA 92211 CITY ENGINEER s C/V \� Q �Phone]: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 DESCRIPTION APP'D DATE Tq�F OF CpL1F, �/� IJDRAWN ORR DESIGNED ORR I 09-28-21 R E V I S 1 0 N S MICHAEL TYLMAN RICE NO. C43090 EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV 0. \ S9/ \ SD SD S / CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLANS SILVERROCK RESORT PA 5 9 DATE 10/25/21 PENDRY LIFESTYLE HOTEL of 12 SHEETS EXP. 09/30/22 STORM DRAINS DWG. NAME JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE FOR: FEBRUARY 2021 \ -20 0 20 40 60 0 I / N �- 34 , SCAL 1 Q 31 91 94 24.5 ' I o� 101 42 � o 24 18 �, 29 N04 o o 1�� N / 10 \ 91 56 / 91 MIN. / CP ! \ \ ® 1 y , � 4 9 so ZN . 27.50FS FF=27 5 IF Ap=27 l 88 � � ' 9 • � o, � l cP $1 80 g Iry 10 LINE/CURVE DATA TABLE LINE/CURVE DATA TABLE 85 �0 BEARING/DELTA RADIUS LENGTH TANGENT �0 BEARING/DELTA RADIUS LENGTH TANGENT / / 146 84 1 N73°07'48"W -- 81.00' -- 51 05°58'32" 314.33' 32.78' 16.41' 2 N16°54'12"E -- 14.00' -- 52 90°32'53" 3.00' 4.74' 3.03' 147 3 90°02'00" 3.00' 4.71' 3.00' 53 N14°53'32"E -- 13.99 -- /fT 4 N73'07'48"W -- 2.44' -- 54 08°28'32" 297.33' 43.98' 22.03' 5 45'00'00" 10.00' 7.85' 4.14' 55 N06°24'44"E -- 13.84' -- 6 N61 52 12 E -- 5.23 -- 56 181 09 22 3.14 9.93 -- 7 90 00 00 5.00 7.85 5.00 57 N05 15 22 E -- 13.84 -- 8 N28 07 48 W -- 12.00 -- 58 06 56 14 297.33 36.00 18.02 47 9 N61°52'12"E -- 9.00, -- 59 N01°40'52"W -- 13.96' -- 10 05'46'21" 357.33' 36.00' 18.02' 60 176°00'52" 3.14' 9.65' 90.32' 11 N22 21 27 W -- 14.13' -- 61 NO2 50 14 W -- 13.96 -- pe 12 179 02 17 2 _88 9.00 343 _25 62 03 28 07 297.33' 18.00 9 �00 AqO 13 N21°23'44"W 14.13' 63 N06°18'21"W 13.98' 02) 14 05'46'21" 357.33' 36.00' 18.02' 64 90°32'50" 3.00' 4.74' 3.03' ° • 7 0° 15 N15'37'23"W -- 14.13' -- 65 13°35'21" 314.33' 74.55' 37.45' oo° ° ° 16 179 02 16 2.88 9.00 343.15 66 90 33 07 3.00 4.74 3.03 00 17 N14°39'40"W -- 14.13' -- 67 N20°59'39"W -- 13.99' -- / oo 18 04°19'30" 357.33' 26.97' 13.49' 68 07°08'09" 297.33' 37.03' 18.54' / o°o 19 N10°19'55"W -- 14.02' -- 69 N61°52'12"E -- 8.49' -- o0 20 89°29'57" 3.00' 4.69' 2.97' 70 N28°07'48"W -- 14.00' -- o0 21 01°24'14" 340.33' 8.34' 4.17' 71 180°00'00" 3.00' 9.42' -- 22 89°29'58" 3.00' 4.69' 2.97' 72 N28°07'48"W -- 14.00' -- 23 N07°55'36"W -- 14.02' -- 73 N61°52'12"E -- 36.00' -- 24 04°19'46" 357.33' 27.00' 13.51' 74 N28°07'48"W -- 14.00' -- 25 NO3'35'51"W -- 14.01' -- 75 180*00,00" 3.00' 9.42' -- 26 89°29'57" 3.00' 4.69' 2.97' 76 N28°07'48"W -- 14.00' -- 27 03°18'57" 340.33' 19.70' 9.85' 77 N61°52'12"E -- 34.70' -- 28 181°24'41" 4.03' 12.75' -- 78 01°29'30" 50.00' 1.30' 0.65' 29 N88°48'28"E -- 14.48' -- 79 N28°07'48"W -- 14.24' -- 30 N01°11'32"W -- 54.00' -- 80 83°08'15" 3.00' 4.35' 2.66' 31 N88°48'28"E -- 15.51' -- 81 04°45'47" 33.00' 2.74' 1.37' 32 88°13'55" 3.00' 4.62' 2.91' 82 85°13'11" 3.00' 4.46' 2.76' 33 N00°34'33"E -- 15.95' -- 83 N11°43'27"W -- 14.13' -- 34 14°01'46" 421.33' 103.17' 51.84' 84 28°37'39" 50.00' 24.98' 12.76' 35 N14°36'19"E -- 14.01' -- 85 N73°04'28"W -- 19.69' -- 36 89°34'41" 3.00' 4.69' 2.98' 86 N16°54'12"E -- 14.00' -- 37 94°07'17" 20.00' 32.85' 21.49' 87 90°00'00" 3.00' 4.71' 3.00' 38 12°01'26" 89.40' 18.76' 9.42' 88 N73°05'48"W -- 23.79' -- 39 08°09'16" 35.00' 4.98' 2.49' 89 N16°54'12"E -- 76.00' -- 40 74°28'38" 10.00' 13.00' 7.60' 90 N73°05'48"W -- 4.79' -- 41 02°54'05" 404.33' 20.47' 10.24' 91 89°58'00" 4.00' 6.28' 4.00' 42 89°34'41" 3.00' 4.69' 2.98' 92 N16°54'12"E -- 13.00' -- 43 N26°54'45"E -- 14.01' -- 93 96°27'34" 5.00' 8.42' 5.60' 44 11°07'39" 421.33' 81.83' 41.04' 94 N84°38'15"W -- 1.26' -- 45 N51°57'36"W -- 95.85' -- 95 90°46'02" 5.00' 7.92' 5.07' 46 22°05'52" 312.01' 120.34' 60.93' 96 N06°13'31"E -- 29.98' -- 47 48°10'12" 15.00' 12.61' 6.71' 97 89°29'58" 3.00' 4.69' 2.97' 48 97°39'12" 90.00, 153.39' 102.90' 98 N84°23'19"W -- 1.35' -- 49 09°01'44" 290.00' 45.70' 22.90' 99 83°18'34" 3.00' 4.36' 2.67' 50 59°06'21" 15.00' 15.47' 8.50' 100 N01°11'32"W -- 29.97' -- f� BENCHMARK: BASIS OF BEARINGS. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD Michael _ DR-() v THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE Q� �NqPRECISE GRADING PLANS O INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �p l oTELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� P� jy� F�� S I LV E R RO C K RESORT - PA 5 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z I N T E R N A T 1 0 N A L 10/25/21 12 DIAL TWO WORKING c� g z m DATE OF SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF LU No.C43o90 75-410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE PENDRY LIFESTYLE HOTEL YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER DWG. NAME R.C.E. NO. 49418 EXP. 09/30/22 HORIZONTAL CONTROL PLAN from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI• C1V1�, �Q. Phone: (760) 346-7481 - MBAKERINTL.COM TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F FO`�� .� /] DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CAS\ IV{�,w..��_._.� 09-28-21 ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS 11 SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: AS NOTED RV FEBRUARY2021 LINE/CURVE DATA TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 101 N73°39'13"W -- 7.55' -- 102 76°35'54" 15.00' 20.05' 11.85' 103 76°35'54" 15.00' 20.05' 11.85' 104 01°32'53 290.00' 7.84' 3.92' 105 105°16'18" 15.00' 27.56' 19.64' 106 01°25'37" 340.33' 8.48' 4.24' 107 89°30'11" 3.00' 4.69' 2.97' 108 N15°18'59"E -- 31.99' -- 109 90°27'29" 3.00' 4.74' 3.02' 110 N63°36'20"W -- 3.67' -- 111 90°27'29" 3.00' 4.74' 3.02' 112 N27°07'50"E -- 15.99' -- 113 01°44'11" 359.33' 10.89' S.45' 114 N28°52'01"E -- 16.01' -- 115 89°29'58" 3.00' 4.69' 2.97' 116 N61°58'04"W -- 3.97' -- 117 57°58'37" 10.00' 10.12' 5.54' 118 04°44'57" 258.00' 21.39' 10.70' 119 115°41'32" 10.00' 20.19' 15.91' 120 181°10'43" 3.85' 12.18' -- 121 N35°15'18"E -- 30.61' -- 122 178°49'17" 3.54' 11.04' 343.83' 123 N34°04'35"E -- 30.61' -- 124 180°00'00" 3.50' 11.00' -- 125 N37°55'50"E -- 31.00' -- 126 180°00'00" 3.50' 11.00' -- 127 N37°55'50"E -- 31.00' -- 128 180°00'00" 3.50' 11.00' -- 129 N37°55'50"E -- 31.00' -- 130 180°00'00" 3.50' 11.00' -- 131 N37°55'50"E -- 31.00' -- 132 01°16'31" 419.33' 9.33' 4.67' 133 N35°50'25"E -- 10.47' -- 134 178°43'29" 4.55' 14.20' 408.90' 135 N34°33'54"E -- 10.47' -- 136 N51°57'36"W -- 9.00' -- 137 N37°55'50"E -- 10.49' -- 138 180°00'00" 4.50' 14.14' -- 139 N37°55'50"E -- 10.51' -- 140 N51°57'36"W -- 9.00' -- 141 N37°55'50"E -- 10.49' -- 142 180°00'00" 4.50' 14.14' -- 143 N37°55'50"E -- 10.51' -- 144 05°11'26" 314.33' 28.48' 14.25' 145 N51°57'36"W -- 42.41' -- 146 120°23'02" 5.00' 10.51' 8.73' 147 52°53'04" 40.00' 36.92' 19.89' 148 128°51'17" 5.00' 11.24' 10.45' 314 52°41'11" 58.00' 53.33 28.72' N O N O� N rn 0 W r/ LINE/CURVE DATA TABLE �g BEARING/DELTA RADIUS LENGTH TANGENT 149 22005'52" 312.01' 120.34' 60.93' 150 N60009'36"E -- 13.97' -- 151 89°25'23" 3.00' 4.68' 2.97' 152 04°09'27" 295.00' 21.41' 10.71' 153 83'01'42" 4.50' 6.52' 3.98' 154 N71°51'58"E -- 0.61' -- 155 90,00,00" 4.50' 7.07' 4.50' 156 N18°08'02"W -- 12.50' -- 157 N71°51'58"E -- 27.00' -- 158 N18°08'02"W -- 14.18' -- 159 84°04'57" 3.00' 4.40' 2.71' 160 83045'35" 30.00'1 43.86' 1 26.90' 161 01°56'47" 359.00' 1 12.20' 6.10' 162 88°34'55" 3.00' 4.64' 2.93' 163 N74'54'28"E -- 14.06' -- 164 07°17'50" 376.00' 47.89' 23.98' 165 N82°13'57'E -- 14.45' -- 166 81°32'32" 3.00' 4.27' 2.59' 167 21°34'35" 33.00' 12.43' 6.29' 168 68°28'12" 15.00' 17.93' 10.21' 169 N58°07'48"W -- 37.71' -- 170 26°32'19" 20.00' 9.26' 4.72' PE DRY.. -- - -- � --- LIF��TyLE HOTEL PAD=27 � _ PENDRY T - _ -rt � - y 7 --C-WEM014M-D--- i LINE/CURVE DATA TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 171 98°04'44" 8.00' 13.69' 9.22' 172 00°24'23" 295.00' 2.09' 1.05' 173 85°51'43" 3.00' 4.50' 2.79' 174 N88°12'11"W -- 14.23' -- 175 03°24'15" 312.00' 18.54' 9.27' 176 N01°47'49"E -- 179.46' 177 N45°57'16"W -- 46.00' -- 178 N44002'44"E -- 15.00' -- 179 114°36'23" 3.00, 6.00' 4.67' 180 -- -- -- -- 181 65°23'37" 14.00' 15.98' 8.99' 182 N44°02'44"E -- 14.84' -- 183 N44°02'44"E -- 15.26' -- 184 90,00,00" 3.00' 4.71' 3.00' 185 N44'02'44"E -- 26.00' -- 186 N45°57'16"W -- 15.00' -- 187 N45°57'16"W -- 2.00' -- 188 N44°02'44"E -- 14.00' -- 189 N45'57'16"W -- 24.00' -- 190 N45°57'16"W -- 36.00' -- 191 N44°02'44"E -- 14.00' -- 192 180°00'00" 3.00' 9.42' -- BENCHMARK: BASIS OF BEARINGS: �� O DRELEVATION CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE � DAYS BEFORE YOU D I G �II�I� YOU D I G PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD) , (POSITIONS PER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevations shown). GEODETIC SURVEY PUBLISHED DATA SHEETS UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40°16'30.20"W. i SCALE: 1 "=20' 20 10 0 20 40 60 SCALE: 1"=20' LINE/CURVE DATA TABLE �g BEARING/DELTA RADTUS LENGTH TANGENT 193 N44°02'44"E 14.00' 194 N45°57'16"W -- 23.40' -- 195 12°29'49" 58.00' 12.65' 6.35' 196 N31°32'55"E -- 13.41' -- 197 92°48'20" 3.50' 5.67' 3.68' 198 00°19'35" 75.00' 0.43' 0.21' 199 92°48'20" 3.50' 5.67' 3.68' 200 N25°36'40"E -- 13.41 -- 201 23°48'51" 58.00' 24.11' 12.23' 202 N88°12'11"W -- 20.98' -- 203 N01°47'49"E -- 15.00' -- 204 90°00'00" 3.00 4.71' 3.00' 205 N88°12'11"W -- 17.00' -- 206 N01°47'49"E -- 36.00' -- 207 N88°12'11"W -- 14.00' -- 208 180°00'00" 3.00' 9.42' -- 209 N88°12'11"W -- 14.00' -- 210 N01°47'49"E -- 36.00' -- 211 N88°12'11"W -- 14.00' -- 212 180'00'00" 3.00' 9.42' -- 213 N88°12'11"W -- 14.00' -- 214 N01°47'49"E 36.00' DATE I BY I DESCRIPTION I APP'D I DATE R E V I S 1 0 N S LINE/CURVE DATA TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 215 N88°12'11"W -- 14.00' -- 216 180°00'00" 3.00' 9.42' -- 217 N88°12'11"W -- 14.00' -- 218 N01°47'49"E -- 36.00' -- 219 N88°12'11"W -- 13.97' -- 220 90°59'38" 3.00' 4.76' 3.05' 221 16°37'40" 205.00' 59.49' 29.96' 222 90°51'04" 3.00' 4.76' 3.04' 223 N73°19'27"E -- 13.98' -- 224 13°43'06" 188.01' 45.02' 22.62' 225 N59°36'17"E -- 13.22' -- 226 182°08'02" 3.75' 11.91' -- 227 N57°28'15"E -- 13.22' -- 228 07°55'34" 188.01' 26.01' 13.03' 229 N49°32'39"E -- 13.22' -- 230 182°08'02" 3.75' 11.91' -- 231 N47°24'37"E -- 13.22' -- 232 07°00'38" 188.01' 23.00' 11.52' 233 N41°36'52"E -- 13.32' -- 234 109°3611811 3.00' 5.74' 4.25' 235 178°15'49" 3.55' 11.05' 234.46' 236 N40°46'25"E 30.43' �oQ�OFESS10No, jyl m � No. C43090 * 01V IV �Q q�F OF CA1.� LINE/CURVE DATA TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 237 181°44'11" 4.01' 12.73' -- 238 N42°30'36"E -- 30.43' -- 239 178°15'48" 3.55' 11.06' 234.44' 240 N51°26'30"E -- 30.43' -- 241 181°44'12" 4.01' 12.73' -- 242 N53°1O'42"E -- 30.43' -- 243 178°15'49" 3.55' 11.06' 234.51' 244 N04°20'34"E -- 30.43' -- 245 181°44'11" 4.01' 12.73' -- 246 N66°04'45"E -- 30.43' -- 247 171°32'10" 4.34' 12.99' 58.65' 248 N77°14'37"E -- 27.27' -- 249 188°27'50" 6.36' 20.91' -- 250 N85°42'27"E -- 27.11' -- 251 173°54'38" 3.18, 9.64' 59.72' 252 N85°42'27"E -- 30.03' -- 253 186°05'22" 4.77' 15.50' -- 254 N88°12'11"W -- 30.03' -- 255 180°00'00" 3.00' 9.42' -- 256 N88°12'11"W -- 32.00' -- 257 180°00'00" 3.00' 9.42' -- 258 N88012'11"W -- 32.00' -- I N T E R N AT 10 N A L 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 APPROVAL BYf)�Ow AA�� BRYAN McKINNEY,PE CITY ENGINEER R.C.E. NO. 49418 DRAWN 09-28-21 ORR DATE: SCALE AS NOTED LINE/CURVE DATA TABLE I0 BEARING/DELTA RADIUS LENGTH TANGENT 259 180°00'00" 3.00' 9.42' -- 260 N88°12'11"W -- 32.00' -- 261 180,00,00" 3.00' 9.42' -- 262 N88°12'11"W -- 32.00' -- 263 180°00'00" 3.00' 9.42' -- 264 N88012'11"W -- 32.00' -- 265 180°00'00" 3.00' 9.42' -- 266 N88°12'11W -- 32.00' -- 267 N01°47'49"E -- 2.27' -- 268 90°00'00" 3.00' 4.71' 3.00' 269 N88°12'11"W -- 16.00' -- 270 N01°47'49"E -- 18.00' -- 271 N88°12'11"W -- 15.71' -- 272 121°14'45" 3.00' 6.35' 5.33' 273 78°02'51" 5.00' 6.81' 4.05' 274 10°51'17" 101.00' 19.13' 9.60' 275 81°33'41" 15.00' 21.35' 12.94' 276 N45°57'16"W -- 1.10' -- 277 48°38'07" 10.00' 8.49' 4.52' 278 89°06'5811 3.00' 4.67' 2.95' 279 N88°12'11"W -- 11.03' -- 280 N45°52'25"W -- 3.20' -- LINE/CURVE DATA TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 281 N44°02'44"E -- 12.00' -- 282 90°00'00" 3.00' 4.71' 3.00' 283 180°00'00" 3.00' 9.42' -- 284 N88°12'11"W -- 12.00' -- 285 N01°47'49"E -- 6.00' -- 286 N88°12'11"W -- 12.00' -- 287 180°00'00" 3.00' 9.42' -- 288 N88°12'11"W -- 12.00' -- 289 N01°47'49"E -- 6.00' -- 290 N88°12'11"W -- 12.00' -- 291 180°00'00" 3.00' 9.42' -- 292 N88°12'11"W -- 12.00' -- 293 N01°47'49"E -- 6.00' -- 294 N88°12'11"W -- 12.00' -- 295 175°02'59" 2.90' 8.87' 67.14' 296 N80'45'26"E -- 32.10' -- 297 89°27'36" 3.00' 4.68' 2.97' 298 N09°30'59"W -- 3.10' -- 299 129°45'16" 7.00' 15.85' 14.93' 300 34°47'49" 20.00' 12.15' 6.27' 301 N85'42'27"E -- 12.88' -- 302 178°13'18" 4.62' 14.36' 297.47' 303 N71°51'58"E -- 28.33' -- 304 181°46'42" 5.06' 16.04' -- 305 N73'38'40"E -- 28.33' -- 306 178°15'06" 4.57' 14.22' 299.47' 307 N51°25'07"E -- 10.46' -- 308 01°44152" 310.01' 9.46' 4.73' 309 N53°10'01"E -- 10.47' -- 310 178°15'06" 4.57' 14.21' 299.45' 311 N40'55'43"E -- 10.46' -- 312 01°44'52" 1 310.01' 9.46' 4.73' 313 N42°40'37"E I --1 10.47' -- CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLANS 11 SILVERROCK RESORT PA 5 DATE 10/25/21 OF 12 SHEETS PENDRY LIFESTYLE HOTEL DWG. NAME EXP. 09/30/22 HORIZONTAL CONTROL PLAN DESIGNED ORR JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. CHECKED DATE FOR: RV FEBRUARY 2021 CONSTRUCTION NOTES UNIT QUANTITY O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN LS 1 O2 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 LF 4695 O3 CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 LF 850 ® CONSTRUCT TYPE "C" ROLLED CURB PER CITY OF LA QUNITA STA. DWG. NO. 203 LF 22 O5 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCES AS PER DETAIL 12 ON SHEET 12 EA 3 © CONSTRUCT 4' WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 12 LF 270 O CONSTRUCT 5' CURB TRANSITION FROM 6" CF TO 0" CF, PER DETAIL SHOWN ON SHEET 12 EA 2 ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN NA O CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE SF 74,795 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 12 LF 75 @ PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON SHEET 12 LF 4290 12 INSTALL ACCESSIBLE PARKING SPACES, RAMPS, SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 12 EA 10 13 REMOVE CITY OF LA QUINTA BARRICADE AND MATCH EXISTING IMPROVEMENTS. EA 2 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE CIVIL PLAN FOR WIDTH) SF -- 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 12 EA 10 16 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR FINISH MATERIAL IN THIS AREA. NA 17 CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "B" EA 6 18 CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "E" EA 3 19 REFER TO LANDSCAPE ARCHITECT'S PLAN FOR PLANTING IN THIS AREA NA 20 INSTALL TRUNCATED DOMES PER LANDSCAPE ARCHITECT'S DETAIL LS 1 21 BARRIER/HEADER PER LANDSCAPE ARCHITECT'S PLAN LS 1 22 INSTALL GRASSPAVE2 PER DETAIL ON SHEET 12 (PART OF EMERGENCY VEHICLE ACCESS) SF 450 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) SF 1930 24 CONSTRUCT 6" THICK MIN. CLASS "C" CONCRETE OVER COMPACTED NATIVE PER DETAIL ON SHEET 12 (FOR EMERGENCY VEHICLE ACCESS) SF 805 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN LS 1 26 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 12 (SIGN TYPE NOTED ON PLAN) EA 6 27 6" MOW CURB TO BE STENCILED "FIRE LANE — NO PARKING — CVC 22500.1" PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS FORM 11 LF 75 28 TENNIS COURT FENCING PER DESIGN BUILD SUBMITTAL LS 1 29 ACCESS GATES TO BE PER ADA STANDARD LS 1 30 INSTALL CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "A" MODIFIED WITH ADJACENT CURB PER PLAN EA 2 31 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE SF 42,970 32 NOT USED — — 33 PAINT 4"—WIDE WHITE DROP—OFF AREA STRIPING PER DETAIL ON SHEET 12 LS 1 34 INSTALL CURB RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "A" EA 1 CONSTRUCTION NOTES - STORM DRAIN PLANS UNIT QUANTITY 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 2586 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 4575 3 (NOT USED) NA 4 INSTALL 12" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 95 5 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 8. EA 42 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 1465 7 INSTALL 24" ADS N-12 HDPE STORM DRAIN @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 520 8 INSTALL 30" ADS N-12 HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 20 9 INSTALL 16" DROP INLET W/ 1616H GALVANIZED GRATE & FRAME, H-20 TRAFFIC RATED BY JENSEN PRECAST NA 10 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) EA 13 11 INSTALL 4" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) EA 59 12 INSTALL 6" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) EA 17 13 INSTALL 6" ROUND GREEN AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) EA 111 14 INSTALL 9% 9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) EA 1 15 INSTALL 18% 18" CATCH BASIN, RISER & 18" STEEL GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) EA 2 16 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) EA 10 1 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 12 EA 6 18 INSTALL 8" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) NA 19 INSTALL 6" CLEANOUT, COMPLETE W/ 12" CONCRETE COLLAR, H-20 TRAFFIC RATED FRAME & COVER NA 0 INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). EA 1 21 INSTALL 30" CATCH BASIN, RISERS, ADAPTERS, AND 12" SOLID STEEL LID (ADA), NYLOPLAST 2830AG OR APPROVED EQUAL EA 4 INSTALL 36" MANHOLE PER CITY OF LA QUINTA STANDARD PLAN 340 WITH SOLID TRAFFIC RATED LID EA 5 INSTALL 36" MANHOLE WITH GRATE PER CITY OF LA QUINTA STANDARD PLAN 340 EA 1 4 INSTALL 18" PVC JUNCTION STRUCTURE, RISERS, ADAPTERS, AND 12" SOLID STEEL LID (ADA), NYLOPLAST OR APPROVED EQUAL EA 4 5 INSTALL 4" ADS PERFORATED HDPE STORM DRAIN @ 1.0% MINIMUM LF 460 6 INSTALL 24" INLINE CATCH BASIN, RISERS, ADAPTERS WITH 24" DIA. TRAFFIC RATED GRATE PER NYLOPLAST 2824AG AND 2499CGS OR APPROVED EQUAL EA 1 4'-0" 2'-0" 2,-0" 3/8"(TYP) LEVEL LINE 0 0 0 0 a 00 n a n 6 VALLEY GUTTER NOT TO SCALE 7 CURB TRANSITION NOT TO SCALE 6" 24" 1.5" 3/8"R 1"R 6" CURB FACE =I r� (TYP) 3/4»R (TYP) N ° i I g d d d d CLASS "C" CONCRETE 10 CURB CHANNEL NOT TO SCALE 6" 3/8"R a FINISH SURFACE CAB MATERIAL CLASS "C" CONCRETE SUB GRADE 95% COMPACTED FINISH GRADE VAN ACCESSIBLE SIGN (116-502.6) 36" WIDE TRUNCATED DOMES ACCESSIBLE SIGN C Z (116-502.6) Q 8.3% 8.3% J Of Z MAX. p1>8 _0 0 MAX. � w 000000popo w - 0000°o°00000 R N °O°000000 0 N 00000000000 z 6" CF N 0" CF 0" CF 6" CF a 1 TYP. C. WHEEL PAINT 4" BLUE STRIPING STOP (TYP) NALONG EDGE OF PAVEMENT 4" BLUE STRIPING 4" BLUE STRIPING 9' MIN. 5' MIN. 9' MIN. 2% MAX. SLOPE IN ANY DIRECTION 8' MIN. FOR 3'MIN. WITHIN ACCESSIBLE PARKING VAN ACCESSIBLE SPACE AND ACCESS AISLE SPACE SQUARE WHITE PAINT INTERNATIONAL SYMBOL OF N O Xr ACCESSIBLITY (ISA) PAVEMENT 0e PAR I N MAR, �C I NG (11 B-502.6.4.1) BLUE BACKGROUND PAINT 12" HIGH WHITE u LETTERING 12 ACCESSIBLE PARKING SPACES NOT TO SCALE PER 2019 CBC FIG. 11B-502.3.3 z M i� 11 PARKING STALL SCALENOT TO NOTE ALL ACCESSIBLE PARKING STRIPING, SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 116-502, 2019 CBC. co J J Z 00 0 09 1IX 17 UTILITY CROSSINGS WITH LESS THAN 1' CLEARANCE NOT TO SCALE NO PARKING FIRE LANE cvc22500.1 �—� SIGN TYPE M 26 FIRE LANE SIGN 20' 33 DROP-OFF STRIPING INSTALL SIGNAGE ALONG SIDE OF ACCESS STATING "FOR EMERGENCY VEHICLES & MAINTENANCE VEHICLES ONLY. NO VEHICULAR TRAFFIC ALLOWED". STANDARD "NO PARKING" SIGN SIZE (18% 24") SHALL BE EEE USED. SEE RCFD FIRE LANE REQ'TS. FOR ADDITIONAL INFO. 20' 12' FIRE ACCESS (TYP) CLASS "C" CONCRETE 2% <<<< ° d d ° d d d GRASSPAVE2 W/ DG (PER MANUFACTURER'S DETAILS & SPECS—TYP) CONCRETE MOW STRIP TO BE STENCILED "FIRE LANE - NO 8' 6" PARKING - CVC 22500.1" PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS FORM 11 GRASSPAVE2 /- FINISH GRADE �— COMPACTED NATIVE SOIL I I==1 4 " PERFORATED PIPE PER GEOTECH. REPORT PER LANDSCAPE PLANS 12" SANDY GRAVEL BASE & STORM DRAIN PLANS COMPACTED TO 95% PER GEOTECH REPORT 22 24 EMERGENCY VEHICLE ACCESS NOT TO SCALE 18 x12" 186A. REFLECTIVE PORCELAIN ENAMEL STANDARD ACCESSIBLE PARKING" SIGN WITH IDENTIFICATION SYMBOL & ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE C /SA SIGN SHALL STATE "MINIMUM FINE $250", BOLT TO OT POST & PROWDE TELEPHONE NUMBER J 8 x 12 x 186A. cr) Q REFLECTIVE PORCELAIN ENAMEL �- SIGNAGE STATING "VAN Z 00 PARKING ONLY" © I I © I FINISH GRADE "Unauthorized" vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner's expense. Towed vehicles may be reclaimed at: ------------------ or by telephoning _—_______. WHITE ON BLUE BACKGROUND lilill 11P1111 IIII ^^^^^^ MIN. LETTER PARKING HEIGHT OF 1 INCH NLY-= VAN ACCESSIBLE SIGN (R99A) 15A PARKING SIGN (R99) 12 x8" SITE ENTRANCE SIGN (R100B) 12x18" NOT TO SCALE 17x22" MIN. NOT TO SCALE NOT TO SCALE ACCESSIBILITY PARKING SIGNS NOT TO SCALE j6l BENCHMARK. BASIS OF BEARINGS. APPROVALBY: CITYOFLAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T O CITY OF LA QUINTA BM #430 - Description: 1 112" COPPERWELD Michael _ DR�/) THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE � Q� ONq� � � PRECISE GRADING PLANS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �`� ELEVATION = 5.467'(NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY o ��PE� j1k `�� SILVERROCK RESORT - PA 5 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA �' 9 z I N T E R N A T 1 0 N A L 10/25/21 DIAL TWO WORKING OF 12 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43090 75 410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY, PE DATE CONSTRUCTION NOTES QUANTITY ESTIMATES YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER > > DWG. NAME from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH sj. C / V 0. Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 SECTIONS AND DETAILS TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL q�F 0`�� q DRAWN DESIGNED JOB NUMBER FILE NO. elevations shown DATE BY DESCRIPTION APP'D DATE OF CALF I I ORR ORR 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S. ,R.7E. , S.B.B.& M. A PUBLIC SERVICE BY ) GEODETIC SURVEY PUBLISHED DATA SHEETS 09-28-21 FOR: UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV DATE FEBRUARY2021 N O N 0') N O 6 LLJ U) i LLI Tid