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PG2018-001470 Y O O 0 O Q U Of DR o W Indian Wells 42ND AVE Q r o Bermuda cc 0 Dunes w Z Z = "I _ MILES a Q 40TH AVE F rAVE /o10 3�y � 111 J z ti w 0 Of Y Indio 7j La Quinta Z U a 7 VE AVE z 50TH 3 z Ld O CCACHELLA CHANNEL z 52ND AVE w Z w Silverrock Resort 54TH AVE VICINITY MAP N.T.S. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-14059 17-01-011 DATED FEBRUARY 10, 2017. PREPARED BY:SLADDEN ENGINEERING. =' 760-863-0713. 2. THE SOILS ENGINEER AM THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INISURE 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 AM PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER 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 NATIVE SOIL. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE SOILS ENGINEER SHALL APPROVE THE FINAL TEMPORARY STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 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, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 16. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT - TEMPORARY CLUBHOUSE nnnT onnni innovinin i nr nonninin o i iTii iTv ni nn� GENERAL NOTES APPROVED FOR PERMITT G PLANNING & ZONIN COMPLIANCE A/l JAMES WIATRA4dl CHERI FLORES DATE BUILDING OFFICIAL PL#kWNING MANAGER CITY OF LA QUINTA I CITY OF LA QUINTA ka 1. 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 tr"AM I D/-Xr`k1N r/-XrNr\11NU LU I Ot U I ILI I T rLI-XINSPECIFICATIONS FOR RELIC WORKS CONSTRUCTION. CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees 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: �� CITY OF LA QUINTA BM NO.430 D 1PJ11T ELEVATION = 3.216 (NGVD29) 0 1 "" COPPERWELD MONUMENT STAMPED "LS -98" FLUSH AT THE CENTERLINE DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. TO OBTAIN PROJECT ELEVATIONS IN TOLL FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1.564' TO THE A PUBLIC SERVICE BY ELEVATIONS SHOWN, UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88). LEGEND PORTLAND CONCRETE CEMENT .......... PCC AGGREGATE BASE................................AB ASPHALT CONCRETE ............................AC BENCH MARK.......................................BM FINISHED GRADE..................................FG TOP OF CURB......................................TC FINISHED SURFACE..............................FS HIGH POINT.........................................HP LOW POINT..........................................LP GRADE BREAK....................................GB FLOWLI N E............................................. FL FINISH FLOOR......................................FF PAD ELEV.........................................PAD INVERT...............................................INV. 1 TOP OF DIKE......................................TD TOP OF WALL.....................................TW TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF TOP OF GRATE...................................TG DESIGN CONTOUR....... 800 EXISTING CONTOUR.... --------_ 80C DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. (99.99) EXISTING FENCE......... PERCENT SLOPE........... 2% REINFORCED CONCRETE PIPE.......................RCP CAST -IN -PLACE PIPE..................................CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS POINT OF COMPOUND CURVATURE ..............PCC WATER SURFACE ELEVATION .......................WSE TOP OF PIPE...............................................TOP BOTTOM OF PIPE.........................................BOP TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE..............................TS JUNCTION STRUCTURE.................................JS ADVANCED DRAINAGE SYSTEMS..................ADS EXISTING....................................................... EX CLEAN OU T.................................................... CO WATER......................................................... WTR SANITARY SEWER........................................SS SERVICE....................................................SERV TOP OF CLEAN-OUT.................................TOC PROP. STORM DRAIN EX. WATER LINE 1N EX. SEWER LINE PROPERTY LINE - R - -- ---� RIGHT-OF-WAY R/W _ CENTERLINE -- -- ---- SLOPE 3" AC OVER NATIVE 3" CL. 2 AB OVER NATIVE CONSTRUCTION NOTE O EASEMENT DATA �A UTILITIES/SERVICES 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 EAND/ORPERMI TS �ITPSMAY BEREQUIRED. LFENVIRONMENTAL REGULATIONS DURING TFf LIFE OF (,INSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDDONAL STIAI 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. PARCEL 16, \ I F 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. \�� \ PMB 242/72-87 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO �--- o ' 6. -SILVERROCK WAY=- = -= EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. �� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEff, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. PARCEL 17,�nru�--�� - - - - - - - - - 7. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MAfR�RS TYPE AND LOCATION. PMB 242/72-87 LJ _ _ _ _ _ 8. THE CONTRACTOR SHALL. NOT DISTURB EXISTING SURVEY MONUMENTS OR �I MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND SHEET NUMBER \ \ �`-��-_ _� REPLACEMENT SHALL DE DOSE BY A (REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS PARCEL 5, ` FM FOLLOWS 3PMB 242/72 87- - - - - _ _ _ _ _ \ �r, OCTOBER 1ST TO APRIL 30THk MOMAY-FRIDAY 7: 00 AM TO 5.30 PM ` FM FM FM FM FM F \ ' MAY 1ST TO SEPTEMBER 30TH MONDAY-FRIDAY 6:00 AM TO 7:00 PM v I WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. ` ` ��SO \ l PARCEL 6, �\ \ - - - - - - - J� 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MU), AM DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE PMB 242/72-87 \ DONE TO THE SATISFACTION OF THE CITY ENGINEER. qj\ 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIG-LTM IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTTS, AM DEVICES FOR USE IN F L \ THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MET OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (LADES) PERMIT. OWNERS/DEVELOPERS 2 \� ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRICB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. ` v \ THE NPOES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE 13. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO FLEW APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS am \ ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PARCEL 1, ` \ C) < \ PROPOSED BY THESE PLAINS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLU)ING, PMB 242/72-87 (n 11 � BUT NOT LIMITED TO, DESIGN AM IMPROVEMENT COSTS, INCIMD AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. Q w `\ 14. THESE FLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEN NT SPONSOR SHALL BEAR ALL COSTS \ \ ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT C%PL.IANCE WITH ANY NEW CITY STANDARDS, N ORDINANCES, OR LAWS AM REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. PARCEL 17, Q \� 15. CONTRACTOR SHALL REMOVE AM REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEIN AT JOINTS, OR OTHERWISE DAMAGED, PMB PARCEL 1 , PURSUANT TO STREET & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY PARCEL 18 , BEING DEVELOPED PMB 242/72-87 PARCEL 2, 16. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERING GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, M. PMB 24EL 2, 7 544-14059 17-01-011, DATED: FEB. 10, 2017, PREPARED BY. SLADDEIV ENGINEERING, TELEPHONE NO. 760-863-0713. \ ` 17. THE SOILS ENGINEER AM THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, \ SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 18. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AM CODE WITHIN HIS PURVIEW. PARCEL 3, 200 100 0 200 400 600 19. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. PMB 242/72-87 PARCEL 4, 20. THE MAXIMUM CUT AM FILL SLOPES SHALL BE 2: 1. PMB 242/72-87 21. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL E7VGINEERR OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AM SCALE: 1 "=200' VERTICAL PLACEMENT TO PROVIDE REPFRESENTATIVE SAMPLINGS. SHEET INDEX MAP 22. THE FINAL UTILITY LIFE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 23. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION O' STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY SEE SHEET 3 FOR CONSTRUCTION THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE REfE]VTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE NOTES AND QUANTITY ESTIMATES PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 24. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 25. TRENCH BACKFILL FOR STORM DRAINS SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-01-011, PREPARED BY SLAM ENGINEERING. WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 GAS SOUTHERN CALIFORNIA GAS (760)341-9581 TELEPHONE FRONTIER 1-800-483-4000 ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)303-7756 CABLE T. V. SPECTRUM (760)340-2225 SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-01-011, PREPARED BY: SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA. 92201 760-863-0713 760-863-0847 FAX SOILS ENGINEER'S CERTIFICATE THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE SOILS REPORT JOB NO. 544-14059, 17-01-011, DATED FEBRUAF� 1' 2017. \I y 2(o 1� BRETT ANDER DATE 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 SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 & 3 GRADING / UTILITY PLAN 4 & 5 2" SEWER FORCE MAIN OWNER/DEVELOPER SILVERROCK DEVELOPMENT COMPANY 3551 FORTUNA RANCH ROAD ENCINITAS, CA. 92024 (760) 634-6543 CONTACT:JOHN GAMLIN mWk 777-490-038 777-490-043 777-490-044 777-490-049 SITE ADDRESS 79087 AHMANSON LANE ESSIaN�Ir^ NETT Lo y mum No. C45389 w ExP • 09/30/2020 CIVIL � t� * ENGINEERING _ * A DATE BY DESCRIPTION GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40'16'30.20"W. R E V I S 1 0 N S SIGNING AND STRIPIING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED 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 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. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPOVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (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. 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 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 CITY ENGINEER. 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. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. 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 APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET 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 FASTENERS. 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 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 COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE 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. Q OF ESS IO,t ■ 1T/ [Lei ■ �Y:l :(� i K o99G Fie oz INTERNATIONAL c7 0 m � No. C36718 M 75-410 Gerald Ford Drive, Suite 100 * * Palm Desert, CA 92211 s OIV I\- Q P 60) 346-7481 - MBAKERINTL.COM APP'D DATE �9TF OF CA05 00 Pq DANIEL KORAVOS RCL NO. C36718, EXP. 6-30-20 ATE: PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE); PG 70-10 BASE COURSE (LOWER COURSES): PG 70-10 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. ALL CONSTRUCTION SHALL COMPLY WITH THE 2016 CALIFORNIA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE. ALL NEW CONCRETE CONSTRUCTION SHALL BE PER CITY OF LA QUINTA STANDARD PLAN NO. 200 PARKING SUMMARY STANDARD PARKING STALLS = 88 ACCESSIBLE PARKING STALLS = 4 (1 VAN ACCESSIBLE) OVERFLOW PARKING STALLS 64 TOTAL PARKING STALLS 156 APPROVAL BY: CITY OF LA QUINTA j�� I L 3-/-/ BRYA1T W. MCKINNEY, CITY E EER DATE R.C.E. NO. 49418, EXP. 09/30/20 DRAWN KE DESIGNED KE JOB NUMBER 152669 SCALE AS NOTED CHECKED DK DATE FEBRUARY 2019 FLOOD ZONE FEMA FLOOD ZONE X PANEL 2242G SITE ADDRESS: 79-595 AVENUE 52 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T SILVERROCK RESORT 1 TEMPORARY CLUBHOUSE CART BARN / OF-5 SHEETS PARKING LOT GRADING AND UTILITY PLAN DWG. NAME TITLE SHEET 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 N0. FOR: CITY OF LA QUINTA 6A 2- 018 0614 I 1 I a. �,, . ID - E�DOL 20 10 0 20 40 60 J �. i C r I J J P j\/J 8 2 /1 2 1 1 2 J 1 SCALE: 1"=20 ---_ 28 35; 28 36.8FG __._ __._�37} ~--...--- 37.00INV 9 (38} 37}---_ _ 1 GOLF COURSE . _ .__ _ __. _ _ 37.50INV 35}- ~\ 1 36.4FG � ~-' 36 GB N52°37'07"W 485.31'.-.__._._..__._ _..... _.___.__ _.___-._.___, GOLF COURSE (37} 1 ,. R 9 _(3$} , _ ---- N57° 17' 14"W 463.02' ��-``1 moo. 36.9FG (39 H 9 37. 1. 31 ►- 26 {� 40 1 R -.. � �►,-�I� �-- - �I�--�--+1�-�1�- �1'--�I► L� 36.9 FG 38.3 '- FL FG 1.32 �----,I�-+I�-- -I IF-�I�--�I�i�--�I�IF-- I�-�I►---�I�-d�-- ►F-+I�----�It--+I� I�--�I EP W 39.3 1.00� 39.5 1.00% 40.03 1rFS 40.35 40.53 1.00% 40. 1.51 % 39.31 GOLF SHOP RESTROOMS 7 37.32TC0 1.51 % 7 36.88TC0 36. 1 --� " FG-GB FG FG$ EP FS I EP-HP EP-GB EP �; �F=40.20 34.06INV 33.47 NV EP W FG � 4 FG 21 2 40.07 16 14 39.87 26 w 14 (VERIFY FF HE I GHT W/ AR I ES BLDG . W K .) S 0 IFS00 L=29.2' 6 r.I _FS. GeRELOCATED CART BARN S_ % g 9 x19 PARKING I ( I ( I I o -2 0 ,b O \;ZF STALL TYP 3 (TYP) 39.81 40.00 1�r 12 5 40.10 ae \ I M 40.31 do 45 Q w 5 (n 39.40 Wy 2�U_* -GB 1.56% 9 �r,�' w 38.02TD �6,, w W 37.52FS EP Z_ 27 SEE BLDG. PLANS 38.31 _ 37.70INV FOR RAMP DETAILS �EP U (8.3% MAX.) 38.96TD '38 46" IQ 16 0 14 37.42 0 001 9 EP 1000 11.79% oo°�oa38.91,S o � k& 23 a��_� 39.6 \� L 39.3 40.0 ,1 FG FG I 9 FG 0.99 40.3 400 �._ FG O PROPOSED STREET ELEVATION r,V 3. 1 38 37 PER MASS GRADING PLAN (TYP) A H M A N S O N LANE. !A J (� 36 34 I , lam, ���r E r / ST J 1�l ` rt 000V V ` 1 GOLF COURSEN30°55'16"E ° 5 �52� %' 1 CURB 8.72 21 1 T BEGIN AC PAVING --------- 10 JOIN EXIST. X-GTR: 36_ 35.00EP EP 36.07 1.47% _. ,l '1 1 _. .n EP 20 6.68EP 1 12 VA T MAIN - '` 0 1 CONSTRUCTION NOTES W 0 "TD $ 23 14 N A n X-GTR AND O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM 25 3" STEEL PIPE (48" LONG) 37.21TD SPANDREL: - r.. `5 cu O CONSTRUCT 3 CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SOIL WITH BINDER CONCRETE FILLED 336.00 5 1 47% 34.93 1 SEWER FORCE MAIN ; LEGEND W W 14 �\6.71FS \ EP ; EP 22 O3 PAINT 4" WIDE SINGLE WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 (JJ �% S w w �-- BEGIN AC PA�V I NG�_ ` ® PAINT 4" WIDE SINGLE WHITE STRIPE DRIVEWAY / PARKING LOT LINE 1 / /� 18 EXIST. X-GTR A.C. PAVEMENT W d�- 3/8 DIA . STEEL CABLE Z �N-,I���\� JOIN ` \ O5 INSTALL 1" WATER SERVICE LINE, INCLUDING ALL APPURTENANCES oo _ ,' © INSTALL 6" SDR-35 PVC SEWER LATERAL AT 1.0% MINIMUM FINISH GRADE = L-82 7' S / \ \ \ 6 _.._ A.C. REMOVAL C) S=5.16% 34.42TC0 7 \ 7 INSTALL 6" SDR-35 PVC SEWER CLEANOUT TO GRADE \ r \ \ \ 0 ) A I I Q 29.21 I NV ® INSTALL 12" D.I.P. WATER MAIN, INCLUDING ALL APPURTENANCES (INSTALLED BY CVWD) _ I `r'� \ \� CD�� UTILITY X-ING ,, \ -- ( INSTALL " " 3 8DIA. STEEL BARRIER CABLE WITH 3DIA. STEEL PIPE AT 30' O.C. PER DETAIL SHOWN ON SHEET 2 / 31.10BOP-WTR \ \ \ 0 EXISTING BLOWOFF ASSEMBLY BY CVWD ( a f CLASS II AGGREGATE BASE L 29.56INV-SWR EX. PAVING 10 REMOVE E ( ) CONCRETE FOOTING 11 INSTALL TEMPORARY OMNI LIGHT POLE FIXTURE WITH 30" HIGH RAISED CONCRETE BASE \ \ 12 INSTALL BRASS WATER SPIGOT 15" ADA PATH OF TRAVEL L=80 O' g 14 CONSTRUCT 3 A.C. PAVING OVER COMPACTED NATIVE SOIL S=2.00%.. \ 33 0 '• 15 INSTALL ACCESSIBLE PARKING SPACES S I GNAGE AND MARKINGS PER DETAIL SHOWN ON SHEET 3 DIA . NUMBER OF PARKING STALLS PWM 1 �� 16 INSTALL 36" WIDE TRUNCATED DOMES PER 2016 CBC REQUIREMENTS ® EASEMENT DATA PG Q�10`� QP�� ^\_ ` a 17 INSTALL CONCRETE WHEEL STOPS PER DETAIL SHOWN ON SHEET 3 9 BARRIER CABLE AND PIPE �ti��o P`' ti 0� 35.36TC0 "'\ S p� pp Q 7 JOIN EXIST WATER LINE \ �' NO SCALE 0� \ 18 INSTALL R 1 STOP SIGN PER CALTRANS STANDARDS v ��� ��'�PSS 27.61INV 2" WTR GOF ` 19 INSTALL 6 A.C. DIKE PER CITY OF LA QUINTA STD. DWG. NO. 204 � ' - SERVICE c, 1 1 15 IRR. LINE\ 20 INSTALL 6 BLOWOFF ASSEMBLY PER CVWD STD. DWG. NO. W-23 (INSTALLED BY CVWD) 21 INSTALL 6" FIRE HYDRANT ASSEMBLY PER CVWD STD. DWG. NO. W-33A (INSTALLED BY CVWD) ' 1_4 22 0 1 6" SEWER REMOVE AND DISPOSE OF EXISTING A.C. PAVING TO LIMITS SHOWN ON PLAN / r � EASEMENTS IN FAVOR OF CITY OF LA QUINTA FOR PUBLIC UTILITY PURPOSES OVER PARCEL 'K' � L=80.0 ' 6 S ` 23 CONSTRUCT 2' LONG TRANSITION FROM 6" A.C. DIKE TO 0" A.C. DIKE (AHMANSON LANE) , AND A PORTION OF PARCEL "I' (SILVERROCK WAY), AS SHOWN AND % S=2.16% DEDICATED ON PARCEL MAP NO. 33367, PER MAP FILED IN BOOK 224, PAGES 24 THROUGH 24 PAINT 96" WIDE ACCESS AISLE WITH 4" WIDE WHITE STRIPE BORDER AND HATCHED LINES (36" MAX) AS SHOWN ON PLAN 39, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 2" LAKE AERATION LINE " " REDUCERS INSTALLED BY CVWD)COUNTY, STATE OF CALIFORNIA, WITHIN THIS PARCEL MAP, RETAINED AND SHOWN HEREON. 25 INSTALL 12 TEE WITH 2-12 GATE VALVES AND 2-12 x6 RED ( 30.80TC0° E EASEMENTS IN FAVOR OF CITY OF LA QUINTA FOR PUBLIC STREET AND UTILITY PURPOSES 7 26 INSTALL 6 ABS DRAIN LINE (1.0% MIN. SLOPE) OVER PORTIONS OF PARCELS *1* AND 'J' (SILVERROCK WAY), PARCEL 'L' ('B' STREET), 25.88I NV 27 JOIN EAV)I1Nb SEWER INSTALL 12" SQUARE AREA DRAIN PER NDS-1200 AND 1210 (OR APPROVED EQUAL) AND PARCEL 'M" ("a' STREET), AS SHAND DEDICATED ON PARCEL MAP No. 33367, PER LINE (VERIFY LOCATION),, MAP FILED IN BOOK 224, PAGES 24 THROUGH 39, INCLUSIVE, OF PARCEL MAPS IN THE � ' rr r r OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, WITHIN THIS r-. l jl 28 INSTALL 8 MIN. DIAMETER RIVER ROCK SPILLWAY (4 x 8 MIN.) PARCEL MAP, ABANDONED AND NOT SHOWN HEREON. r 1 6" SEWER �� t FOR REFERENCE ONLY (SEWER IMPROVEMENTS) (NOTE:SEPARATE PLUMBING APPROVAL AND PERMIT REQUIRED FOR SEWER IMPROVEMENTS SHOWN) TL51BENCHMARK: 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 NO.430 THE BEARINGS SHOWN HEREON ARE BASED pFESS/OMichael ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, IO Q� �ql SILVERROCK RESORT DH_0 1 J" COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY ��� ��` KO99 �� I N T E R N A T I 0 N A L _ TEMPORARY CLUBHOUSE CART BARN I 5 "2 LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA �o z C OF SHEETS DIAL TWO WORKING CZ,INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF L No. N � 75-410 Gerald Ford Drive, Suite 100 PARKIN LOT GRADING AND UTILITY PLAN DWG. NAME BEFORE ��� DAYS BEFORE G YOU DIG I' YOU DIG JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA-7481 BRYAI W. M9418, Y, CITY �t ER DATE Phone: 760 346-7481 MBAKERINTL.COM R.C.E. NO. 49418, EXP. 09/30/20 TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH J'j. OIV1� �Q > PLAN SHEET TOLL FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1 .564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE q�F OF CAI�FDRAWN KE DESIGNED KE JOB NUMBER 152669 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 N0. A PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED DATA SHEETS �" a7 l� SCALE CHECKED DATE FOR: UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88) . BEING N.40°16'30.20"W. R E V I S 1 0 N S DANIEL KORAVOS RCE NO. C36718, EXP. 6-30-20 DATE: AS NOTED DK FEBRUARY2019 CITY OF LA QUINTA 1?I* E� P�PN ---� _ 'cri Lr Raw � 1 AC PAVING 106 ^LLJ -ASS (TYP) 3 ------------- _ _._"" - ---- -- --- -`" `--�''' 4" IRRIGATION LINE 1 8" SEWER MAIN _----- -- = 18" WATER MAIN- -__ PPN1N0 C, D I"` '--_, OLD _ w (Typ)\ EXIST INO P'0 Y, . Vj R,W OLD "`'�/!y \ - (TYP) 3 / _------� , f-,--� •..,.. __ �_� "� � EXISTING ~ 1~ G A. C. P AHMANSON LANE (TYP) 3 _--- _ a 1 U.G. ELEC. _ �, — E �< 20 _� _ N -- — — 12" WATER MAIN 1 o TROLLED CURB 1/�ys ._. _..___. 30 M I N . ( TYP) -- —. _ - - 1 ROLLED CURB \ ' 8" SEWER MAIN E F. D _. _ .. H _ 1) , N34 3 - �,`�Q1 r 1 18 WATER MAIN N 3 (TYP )� / 43 {� 178.177, _._ _ — Tye _. _ _ ' U . G . ELEC . �_ _ u W _ E= __` U . G . ELEC . --�-_ (TYP) 3 � _ R/ _ - o '� _.._--- � � 19 R, lL' \ 4 AN EASEMENT OF UNSPECIFIED WIDTH FOR PUBLIC UTILITIES 0 INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN SIERRAS POWER �" ='�2 - a�5p� 0` /COMPANY, RECORDED 2-24-26, IN BOOK 664, PAGE 337 4 0 25' 28' 25" R=769.00 L=3 1.90 - f - AN EASEMENT OF UNSPECIFIED WIDTH FOR POLE LINES AND - - ' / INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN SIERRAS POWER ' COMPANY, RECORDED 3-28-29 , IN BOOK 804, PAGE 100 AN EASEMENT OF UNSPECIFIED WIDTH FOR PUBLIC UTILITIES & ' a0622E INCIDENTAL I DENTAL PURPOSES I N FAVOR OF NEVADA CALIFORNIAELECTRIC _ ~ 7 ' ` 1 N26 —ti 15 •, ' 4_. ~ - •. - . PARCEL 1 � PMB 24 �/72-87 -`r- � ~�\ 124.96' COMPANY RECORDED 12 10, 10 -21-37 PER BOOK 353PAGE 282 1 -~-a" 1 f , P , A CONSTRUCTION NOTES (D PROTECT IN PLACE EXISTING SPECIFIED ITEM @3 PAINT 4" WIDE SINGLE WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 CONSTRUCTION NOTES QUANTITIES UNIT QTY. (D PROTECT IN PLACE EXISTING SPECIFIED ITEM LS 1 O CONSTRUCT 3" CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SOIL WITH BINDER SF 35,141 O PAINT 4" WIDE SINGLE WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 EA 152 ® PAINT 4" WIDE SINGLE WHITE STRIPE DRIVEWAY / PARKING LOT LINE LF 885 �5 INSTALL 1" WATER SERVICE LINE, INCLUDING ALL APPURTENANCES LF 543 © INSTALL 6" SDR-35 PVC SEWER LATERAL AT 1.0% MINIMUM LF 277 U7 INSTALL 6" SDR-35 PVC SEWER CLEANOUT TO GRADE EA 5 ® INSTALL 12" D.I.P. WATER MAIN, INCLUDING ALL APPURTENANCES (INSTALLED BY CVWD) LF 13 ( INSTALL 3/8" DIA. STEEL BARRIER CABLE WITH 3" DIA. STEEL PIPE AT 30' O.C. PER DETAIL SHOWN ON SHEET 2 LF 550 10 REMOVE EXISTING BLOWOFF ASSEMBLY (BY CVWD) - - 11 INSTALL TEMPORARY OMNI LIGHT POLE FIXTURE WITH 30" HIGH RAISED CONCRETE BASE - - 12 INSTALL BRASS WATER SPIGOT EA 1 13 NOT USED - - 14 CONSTRUCT 3" A.C. PAVING OVER COMPACTED NATIVE SOIL SF 32,068 15 INSTALL ACCESSIBLE PARKING SPACES SIGNAGE AND MARKINGS PER DETAIL SHOWN ON SHEET 3 EA 4 16 INSTALL 36" WIDE TRUNCATED DOMES PER 2016 CBC REQUIREMENTS SF 285 17 INSTALL CONCRETE WHEEL STOPS PER DETAIL SHOWN ON SHEET 3 EA 4 18 INSTALL R1 STOP SIGN PER CALTRANS STANDARDS EA 1 19 INSTALL 6" A.C. DIKE PER CITY OF LA QUINTA STD. DWG. NO. 204 LF 184 20 INSTALL 6" BLOWOFF ASSEMBLY PER CVWD STD. DWG. NO. W-23 (INSTALLED BY CVWD) EA 1 21 INSTALL 6" FIRE HYDRANT ASSEMBLY PER CVWD STD. DWG. NO. W-33A (INSTALLED BY CVWD) EA 1 22 REMOVE AND DISPOSE OF EXISTING A.C. PAVING TO LIMITS SHOWN ON PLAN SF 309 23 CONSTRUCT 2' LONG TRANSITION FROM 6" A.C. DIKE TO 0" A.C. DIKE EA 4 24 PAINT 96" WIDE ACCESS AISLE WITH 4" WIDE WHITE STRIPE BORDER AND HATCHED LINES (36" MAX) AS SHOWN ON PLAN EA 1 25 INSTALL 12" TEE WITH 2-12" GATE VALVES AND 2-12%6" REDUCERS ( INSTALLED BY CVWD) LS 1 26 INSTALL 6" ABS DRAIN LINE (1.0% MIN. SLOPE) LF 134 27 INSTALL 12" SQUARE AREA DRAIN PER NDS-1200 AND 1210 (OR APPROVED EQUAL) EA 3 28 INSTALL 8" MIN. DIAMETER RIVER ROCK SPILLWAY (4' x 8' MIN.) SF 64 NOTE: QUANTITIES SHOWN ARE ESTIMATES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING HIS OWN ESTIMATES FOR BID PURPOSES. * NOTE: SEPARATE PLUMBING APPROVAL AND PERMIT REQUIRED FOR SEWER IMPROVEMENTS SHOWN 30 15 0 30 SCALE: 1"=30' 60 90 PARCEL RCr *, PNIB / 8 ,ter 01 ACCESSIBILITY SIGN PER SEC. 1109A.8.8 (TYP.) r TRUNCATED DOMES 0 0 > ;� r, 0 0 0 0 0 0 0 0 0 0 0 s o 0 0 0 0 0 0 o_Q o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O C` O O"O 0 0 0 0 0 0 0 0 0600600610 0 0 0 0 0 0 O O O Q O C D O O C O O O OIZ> 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 0 D -" �.., O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 O O O O O C '� 0000 C 000000 O > 0 0 O O O O O O O O O O O O O O O O O O O O O O O � 0 0 0 0 0 O O o �(O O O ;, O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O C O O O O f O O O O O O O O O O O O O O O O p��O O O O O O O O O 0 0000000 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O C Dn 0,of,O0000000) 000lOOOD 000000000000000000000000000000�0-0- - 000000-0O000000 0O0C BLUE BACKGROUND PAINT 3' MIN. WHITE LETTERING 12" HIGH EXIST. ROLLED J / CURB (PROTECT) NO SCALE 2% MAX. SLOPE IN ANY DIRECTION WITHIN ACCESSIBLE PARKING STALLS AND ACCESS ISLES INTERNATIONAL SYMBOL OF ACCESSIBILITY (/SA) PAVEMENT MARKING n ACCESSIBLE PARKING STALLS MARKI dP _ --- ----- ­��e�- ROLLED CURB STALLS '8"x12" 18L119. REFLECTIVE VRCELAIN ENAMEL STANDARD ACCESSIBLE PARKING" SIGN V/TH IDENTIFICATION SYMBOL & ADDITIONAL LANGUAGE OR AN 4DD17IONAL SIGN BELOW THE SA SIGN SHALL STATE UINIMUM FINE .f250", BOLT TO 'OST & PROVIDE TELEPHONE VUMBER X 12 x 186A. ?EFLECTTVE PORCELAIN ENAMEL 7GNAGE STATING VAN 'ARKING ONLY' KNISH GRADE PARCEL 181 t PMb 242/72-87 3 W 1W PARKING STALLS NO SCALE Unauthorized" vehicles parked in designated accessible spaces not displaying distinguishing placords 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 " III MIN. LETTER ARKIN. A"�i It L�11! ^^^^^'�^' HEIGHT OF ,d ....,...,.,.,.. INCH -ONL_Y_ VAN ACCESSIBLE SIGN (R99A) LSA PARKING SIGN (R99) 12"x8" SITE ENTRANCE SIGN (RIO08) 12 x 18" NOT TO SCALE 17 x22" MIN. NOT TO SCALE NOT TO SCALE NOTE ALL ACCESSIBLE PARKING SIGNAGE, STRIPING AND SURFACE IDENTIFICATION MARKINGS SHALL BE PER 2016 CBC. �v NO SCALE PER 2016 CBC FIG. 11 B-502.3.3 O 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 � TCITY OF LA QUINTA BM N0.430 THE BEARINGS SHOWN HEREON ARE BASED OFESS/pMichael Baker SILVERROCK RESORT ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, �o QR N9l 3 1 4" COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY � ��` K�A9 �� I N T E R N A T I 0 N A L TEMPORARY CLUBHOUSE CART BARN I 5 "LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA z OF SHEETS DIAL TWO WORKING w m BEFORE DAYS BEFORE INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF No.C36718 75-410 Gerald Ford Drive, Suite 100 PARKING LOT GRADING AND UTILITY PLAN DWG. NAME JEFFERSON STREET. Palm Desert, CA 92211 BRYA W. MCKINNEY, ENGINEER DATE YOU DIG � YOU DIG THE DESERT (COTD), (POSITIONS PER * * TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH CIVIV �Q Phone: (760)346-7481 • MBAKERINTL.COM R.C.E. N0. 49418, EXP. 09/30/20 PLAN SHEET TOLL FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1 .564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE OF CA0��� DRAWN KE DESIGNED KE JOB NUMBER 152669 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, GEODETIC SURVEY PUBLISHED DATA SHEETS �--�- coG /� SCALE CHECKED FOR: UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88) . BEING N.40' 16'30.20"W. R E V I S 1 0 N S DANIEL KORAVOS RCE N0. C36718, EXP. 6-30-20 DATE: DATE AS NOTED DK FEBRUARY2019 CITY OF LA QUINTA I PROFILE SCALE: x HORIZ: 1" = 40' 1,11 VERT: 1" = 4' ow o� - .... . ......... J- ' H -Z w 30 r- ool I G U FA E 6 PIPE --- - -........... .- - < z � L d _ - X. F I N I HE •� I PIP-- �� 0 20 20 lz�� y4 ECD z INV - - - 1 - __ - _. _� -} > oOz - W - - -> _ o o� z - S 0. 00 iri oo S -0.113 _ 17 0 30 N _ - C� . - -- -- -- {- •- �• 0 -- - - - - EX I I E SEWER D E I F L CA ION Z rno o r` NIA - - _. ""rn .._.. _. - - Oz { O — O +- O Q*L01 - 21 - g{ - - - __� ..._ _. O> o ' I ACfOR; UNDER D I RE T I N 1 I o �� _ oo C NT 10 TEX- ���Z 10 o� SEWER AND IN TALL Y 5 0 �� o N - - -- - - ... ..__...... _...._ �, I _ __._.... — --------I --- I r C . 't '.. __. —. _._ .. I — AW#A C9 0) SEE M I N LL L- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 40 20 0 40 80 120 SCALE: 1"=40' s .4 i _ tu - FURNISH AND INSTALL 29 FORCE SEWER MAIN -- o e ,, ♦� y w V) r �Q ♦ Q i .11+92.21 INSTALL _ r fr __ . 13 16 17 19 ♦♦♦ Z t 45° BEND 2 � ♦` -_ 1 +82 INSTALL � f;, 20+91.35 INSTAL ~ "" 1 ° �♦` .21 BEND _ e ' 22.5 BEND '` ` ` � 11�25 �S „s ♦ S , �a � • .. i -00 / •gyp � 10+97.14 INSTALL F �, y I GRINDER PUMP MH r a A M _.. �J r a w` PROPOSED U.G. ELECTRIC FOR j M \ \ GRINDER/PUMP (BY OTHERS) �" ` .W..° F EXISTING 2" FORCE SEWER MAIN TO BE REMOVED BY MASS GRADING CONTRACTOR F - n EX I ST . 8 SEWER PER.. \ \ 1' CVWD DWG. NO. �.r ''.�•� F M `( / i 32650 10+12.72 PI \~ �` �`.` 45 BEND =- 10+05. 0 JOIN 5 " MAIN r� z EXISTING 8" SEWER TO BE ABANDONED EX. 8 SEWER jNSTALL 450 BEND t \� 1 15.62INV L M t \ EXISTING U. ELECTRIC LINES ,1I I / / : �� �`",^, '"""�""^.� �`\ � /`/ �\\�� ( \ /i �— — _ I r. V •, . .� / Lam! ! . 'h. 2 FORCE SEWER MAIN- NOTES 1CONSTRUCTION FURNISH AND INSTALL 2" HDP SDR-11 FORCE MAIN W/ METAL IDENTIFICATION TAPE PLACE OVER PIPE 2 FURNISH AND INSTALL 8" PVC DR25 (CLASS 150 PER AWWA C900) SEWER MAIN 3 INSTALL ENVIRONMENTAL 1 (E-ONE) H-20 GRINDER/PUMP MANHOLE (MODEL 2015) OR APPROVED EQUAL 5 SAWCUT, REMOVE AND DISPOSE OF EXISTING 8" SEWER MAIN BENCHMARK: BASIS OF BEARINGS: DRAWN FA / KE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T D T o CITY OF LA QUINTA BM NO.430 ELEVATION - 3.216 (NGVD29) "LS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS Q�OFESS/p4,9 - Baker o ` Ko �F CO 99� �c> I N T E R N A T I 0 N A L WAT E1� -- 5 DESIGNED FA PRIVATE ON -SITE 2" SEWER FORCE MAIN _ SILVERROCK RESORT, PHASE 2 P.M. NO. 37207 CHECKED oK DIAL TWO WORKING BEFORE ��� DAYS BEFORE 1 1/2" COPPERWELD MONUMENT STAMPED - 98" FLUSH AT THE CENTERLINE INTERSECTION OF DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF o o, m cwc No. C36718 M 75-410 Gerald Ford Drive, Suite 100 PLAN AND PROFILE OF SHEETS DATE YOU DIG il',1 YOU DIG AVENUE 54 AND JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2O11.00) AS SHOWN FEBRUARY2019 * * Palm Desert, CA92211 J'j c \\ Phone: (760) 346 7481 MBAKERINTL.COM SST R I G� STA. 10+05.80 TO STA. 21+00.00 DWG. NAME JOB NO. TOLL FREE TELEPHONE:811 TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO THE ELEVATIONS SHOWN. ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING NORTH 40'16'30.20" WEST 152669 �Q 9TFOF CpL�FO�� �� a LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DATE BY DESCRIPTION APP'D DATE FILE N0. SCALE AS NOTED R E V I S 1 0 N S FOR: CITY OF LA QUINTA A PUBLIC SERVICE BY ELEVATION = 5.467 (NAVD88) S UNDERGROUND SERVICE ALERT DANIEL KORAVOS RCENO. C36718, EXP. 6-30-20 DATE: 071 0 N N N 0 0 00 O 0 1 N Q m 1 U) TT1 W V'^/ 'W^ N Ln Li Ld Cn LLJ 0 m J 0 z Q 0 0 Q U i rn co N LID <t 0 a_ �IOMM MEMO PROFILE SCALE: NEMMMMEMMMENMMM:� VERT: 1 " = 4' N w .-Tw Cj Z U_ C)04 rJ r q lP.NIMMMMZOM®F IE��t0 MAIN o> ' Q w a -o> )001 1 0 N K, 0 00 + -_ o m.r- aN _ p 11 N +0 NN O O> — h O > M O Z _ N - Co --+ N Ln N + + T-1 +O 11 N -- — - . . 11 21 +00 22+00 WEXIST. 16" J EXIST. 54 �I IRR. LINE ' IRR. LINE Lu 22� 45' 21+22.94 INSTALL" 1 45e BEND I 2+ 231 71 09 JOIN EX �/� 1 2" FORCE MAIN <- PROTECT EXISTING 2" "NFORCE SEWER MAIN \�\k lk 22+46. 4 JOIN ' ' I 2" FORCE MAIN 23+00 24+00 25+00 26+00 27+00 FURNISH AND INSTALL 2' FORCE SEWER MAIN_ =-- -- - - \1 I TL 27+37.74 ANGLE PT. .ND DEFL=1.0e F ' CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING 2" FORCE SEWER MAIN PRIOR TO ' CONSTRUCTION f � I CONSTRUCTION NOTES 1 FURNISH AND INSTALL 2" HDP SDR-11 FORCE MAIN W/ METAL IDENTIFICATION TAPE PLACE OVER PIPE 4 SAWCUT, REMOVE AND DISPOSE OF EXISTING 2" HDP SDR-11 FORCE SEWER MAIN 28+00 29+00 !EXISTING 2" FORCE SEWER - MAIN PER CVWD DWG. NO. - �� 32651 ( PROTECT ) 25 26 27-- _____ E M-- F M�- FM-------- FM-- \ \27+55.74 JOIN EXIST ` EXISTING 2" FORCE SEWER MAIN TO BE REMOVED BY MASS GRADING CONTRACTOR 2" FORCE SEWER MAIN �F I 2" FORCE SEWER MAIN - 30+00 _EXIMH PER AST.PP'D PLANS - ' EXISTING 24" IRRIGATIO �P,p 27.30TMH- — '-� MAINS PER CVWD DWG. N0.` 08.50INV-2"FM`� 42568 (PROTECT) 1 PROPOSED 24" SEWER MAIN PER ' / SILVERROCK WAY SEWER PLANS (LINE C) P 40 20 0 40 80 120 SCALE: 1"=40' BENCHMARK: BASIS OF BEARINGS: DRAWN FA / KE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T DCITY OF LA QUINTA BM NO.430 DESIGNED QROFESS/4 - Baker PRIVATE ON -SITE 2" SEWER FORCE MAIN ELEVATION - 3.216 (NGVD29) THE BEARINGS SHOWN HEREON ARE BASED UPON THE FA / KE p ` K � WATER 5 CALIFORNIA COORDINATE SYSTEM CCS 83 ZONE 6 AS CHECKED ��' ��' Aq SILVERROCK RESORT PHASE 2 - P.M. NO. 37207 DIAL TWO WORKING 1 1/2" COPPERWELD MONUMENT STAMPED "LS - 98" DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS DIK o 2 m IN T E R N A T I 0 N A L OF 5 SHEETS BEFORE DAYS BEFORE FLUSH AT THE CENTERLINE INTERSECTION OF STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF DATE No.C36718 75-410 Gerald Ford Drive, Suite 100 PLAN AND PROFILE YOU DIG !,' YOU DIG AVENUE 54 AND JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER NATIONAL FEBRUARY2019 * * Palm Desert, CA92211 STA. 21+00.00 TO STA. 27+55.74 DWG. NAME GEODETIC SURVEY, NAD83, EPOCH 2O11.00) AS SHOWN JOB NO. J'j C1W. Phone: (760)3467481-MBAKERINTL.COM "/STRIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA 152669 9P �� LOCATED WITHIN SW 1/4 OF SEC. 5 & NW NE & SE 1/4 OF SEC. 8 T.6S. R.7E. S.B.B.& M. TOLL FREE TELEPHONE:811 F Fo e " OF (,A� _' d DATE BY DESCRIPTION APP'D DATE FILE N0 DATUM, ADD 1.564 TO THE ELEVATIONS SHOWN. SHEETS BEING NORTH 40 16 30.20 WEST -�'� \ A PUBLIC SERVICE BY ELEVATION = 5.467 (NAVD88 SCALE AS NOTED' If-� FOR: CITY OF LA QUINTA UNDERGROUND SERVICE ALERT DANIEL KORAVOS RCE NO. C36718, EXP. 6-30-20 DATE: I R E V I S 1 0 N S i I I