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RG2017-0006c APPROVED BY: CLUB DR qO H AVE n A w a w m A_ �'Ylf. �.pm" Dow r 42ND AVE 10 �y nc mnba y O 9�1p� ,p- m O ¢ O O w z Ww e0. �p A-CCC�Q,,. i v < x 1p A O FRED WARING DR o 111 IMILES AVE HWY FAIRWA DR am 111 Mbb 111 y Y ity Limits N W w Z Y Indio Y Jj , La �ft z SOhI 2 1 AVE `COACHELLA CHANNELI VICINITY MAP N.T.S. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-14059, 17-01-011, DATED: 02/10/17. PREPARED BY SLADDEN ENGINEERING, TELEPHONE NO. (760) 863-0713 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 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 SLOPE THE MINIMUM SLOPE OF SWALES SHALL BE 0.507. 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 SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S), 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF 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. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. 19. DURING CONSTRUCTION ACTIVITIES, WATER TRUCKS ARE TO ACQUIRE WATER FROM NON -POTABLE WATER SOURCES, SUCH AS RECLAIMED WATER AND/OR CANAL WATER. 20. BETWEEN MAY 1 AND SEPTEMBER 30, ALL CONSTRUCTION ACTIVITIES ON THE PROJECT SITE SHALL ONLY OCCUR BETWEEN THE HOURS OF 6:00 AM AND 7:00 PM MONDAY THROUGH FRIDAY, AND FROM 8:00 AM TO 5:00 PM ON SATURDAY, AND SHALL BE PROHIBITED ON SUNDAYS AND PUBLIC HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 30, ALL CONSTRUCTION ACTIVITIES ON THE PROJECT SITE SHALL ONLY OCCUR BETWEEN THE HOURS OF 7:00 AM AND 5:30 PM MONDAY THROUGH FRIDAY, AND FROM 8:00 AM TO 5:00 PM ON SATURDAY, AND SHALL BE PROHIBITED ON SUNDAYS AND PUBLIC HOLIDAYS. ALL OPERATIONAL ACTIVITIES OF THE PROJECT SHALL ALSO BE SUBJECT TO THE NOISE ORDINANCE OF THE CITY AS WELL. 21. DURING ANY GROUND ALTERING ACTIVITIES ASSOCIATED WITH PROJECT GRADING OR CONSTRUCTION, INCLUDING DEMOLITION OF EXISTING MODERN STRUCTURES AND FACILITIES, THE PROJECT AREA SHALL BE MONITORED BY A QUALIFIED ARCHAEOLOGICAL MONITOR. THE MONITOR SHALL HAVE THE AUTHORITY TO HALT ANY ACTIVITIES IMPACTING POTENTIALLY SIGNIFICANT CULTURAL RESOURCES UNTIL THE RESOURCES CAN BE EVALUATED FOR SIGNIFICANCE AND CLEARED OR MITIGATED. THE MONITORING PROGRAM SHALL ALSO INCLUDE CONSULTATION WITH THE LOCAL NATIVE AMERICAN REPRESENTATIVES (e.g., TORRES-MARTINEZ AND/OR MORONGO RESERVATIONS). C/L 28' ROADBED WIDTH/ 2 7 lo ROADBED WIDTH/ CURB FACE I CURB FACE 10' 6" 13.5' 13.5' 15,6" 10, PUE PUE �0 J TYPE "C" 0.02' Q PAD ELEV A L SZ oPF S CURB�� �� Pg91E Q 2%�� ° VAPIES TYPICAL INTERIOR STREET-28' M TYPICAL SECTION NOT TO SCALE NO ON -STREET PARKING UNAUTHORIZED CHANGES & USES' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. IMPORTANT NOTICE. NOTE BENCHMARK: CALL BEFORE YOU DIG ALL UNDERGROUND UTILITIES SFCBON 4216 OF THE COVERBAIEVT COVE LOCATIONS ARE PER RECORD DESCRIPTION: RE(.UMS AN AWRY PLANS THE CONTRACTOR IDENTIRCAIM NUMBER BE KPD-103-3-70 FD. 1 1/4" O. D. I. P. FILLED ISSUED BEF08EA PEWIT SHALL USE DUE CAUTION IN W/ CONC. IN 5" 0.0. CONIC. COLLAR ON. TO9C4VA/FWLL BEVAUD. ALL EXCAVATION, AND NOTE 0.6'1330 NORTH OF C.L. INT. OF WASHINGTON FOR OR PRE D INVAWN ID. WHERE ALL UTILITY LINES NUAWERCALL STREET & 52ND AVENUE & 6.2' SOUTH OF UNDERGROUND SERVICE ALER ARf LOCATED OR RELOGITED PP# 98927D. FOR DOCUW TOLL FREE 1-800-227-2600 E FlNAL DRAWINGS OF RECORD OON CORD. TWO WORKING DAYS BEFORE YOU DIG BASIS OF BEARINGS: IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE,, STATE OF CALIFORNIA Si1v r erRock RESORT PHASE I MA GRA DE PLA N PARCEL MAP NO. 37207 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS -TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A 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 FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION -AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 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 �pFESSLp SOILS ENGINEER'S CERTIFICATEHIT L. yQ�oe yap THESE PLANS CONFORM WITH THE RECOMMENDATIONS Nomom . C45389 OF THE SOILS REPORT JOB NO. 544-14059, 17-01-011, DATED Ezp.09/30/2020 FEBRUARY 10, 2017. ; ENGIINNERING Z Z �T9jF OF C AYF����� BRETT A DATE C/L CL 18.5' 3j 10. 5' ROADBED WIDTH/ 30' PUE z CURB FACE I ROADBED WIDTH/ CURB FACE Z V 6 15 I 15 6 za �z P� FL 13.9' 13.9' F ~z = P� Q0 i 2% CURB TYPE"C" I �Q��Q� 0.02' I uJ 2% 2�g MP v2-% 2% ZI1 L---------_ 18" - ----- ' --- �F�s-sav� srREr r�rD� vr- -- -- -- TYPE "C" CURB 5il verRock Way 31' R/W TYPICAL 5EC710N NOT TO SCALE NO ON-57REET PARKING THE BEARINGS SHOWN HEREON ARE BASED ON �o QROFESS/D�` THE EAST LINE OF SECTION 6, T6S, R7E, ��� F,� KO,f Fy SBM, AS SHOWN ON TRACT MAP NO.28470-1, MB 263/76-90, RECORDS OF RIVERSIDE " z COUNTY, CALIFORNIA, BEING aLLc No. C36718 CIV 1\. �P DATE BY DESCRIPTION APP'D DATE qTP OF CpV\���@ R E V I S 1 0 N S X� INTERNATIONAL 75410 Gerald Ford Drive, Suite 100, Palm Desert, CA www.mbaker'ntl.com o: 760-346-7481 f: 760-346-6315 D UND ' T E DIRECT SUPERVISION OF: ll I i& DANIEL KO A 0 RCE 36718, EXP. 6/30/20 DATE:' 500 250 0 SCALE ELEV. PER PLAT 1 LAKE EDGE NOT TO S INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 MASS GRADING PLAN 3 MASS GRADING PLAN 4 MASS GRADING PLAN 5 MASS GRADING PLAN 6 DEMOLITION PLAN 7 DEMOLITION PLAN 8 DEMOLITION PLAN 9 DEMOLITION PLAN SOILS REPORT SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 BRETT ANDERSON PHONE NO. (760) 772-3893 F ��A 770-020-025 THRU 770-020-027 770-026-031 776-015-019 THRU 776-015-025 777-006-009, 777-006-018, 777-006-052 777-006-055 THRU 777-006-069 777-049-001 THRU 777-049-018 FEMA FLOOD DATA ZONE X and AO (DEPTH 1 FOOT) 06065C2242G, 8/28/08 06065C2241H, 04/19/17 LEGEND BENCH MARK..............BM FINISHED GRADE .......... FG TOP OF CURB.............TC FINISHED SURFACE ........ FS FLOWLINE................FL DESIGN CONTOUR....... 800 EXISTING CONTOUR.... -'=-. DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. (99.99) PROPERTY LINE.......... EXISTING FENCE......... X PERCENT SLOPE........... 2% NOTE. QUANTITIES SHOWN ARE ESTIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS/HER OWN ESTIMATES FOR BID PURPOSES. LEGAL DESCRIPTION PARCEL MAP NO. 37207 APPROVAL BY: BRYA W. McKINNEY DATE: CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/20 DRAWN DESIGNED JOB NUMBER SCALE AS SHOWN CHECKED MSS DATE CITY OF LA QUINTA 152669 JANUARY 2019 INDEX MAP PRELIMINARY EARTHWORK QUANTITIES NORTH OF CANAL - W/O SILVER ROCK WAY CUT (C.Y.) FILL (C.Y.) MASS 86,283 250,822 Ox 82,600 82,600 168,883 333,422 SUBTOTAL - 83,356 SHRINK © 20% BORROW- E 0 SILVER ROCK 247,895 - 416,778 1 416,778 1 SUBTOTAL NORTH OF CANAL - E/O SILVER ROCK WAY MASS 485,863 129,555 MOVE (NC UD S/20% SILVER SHRINK) ROCK -309,869 - SUBTOTAL 175,994 129,555 Ox 56,200 56,200 SUBTOTAL 232,194 185,755 46,439 SHRINK @ 20% SUBTOTAL 2329194 232,194 SOUTH OF CANAL MASS 171,089 183,910 LAKES Q 7' DEEP 239500 - Ox 1719000 1719000 - 73,118 SHRINK ® 20% SUBTOTAL 365,589 428,028 SUBTOTAL BORROW 78,049 15,610 SHRINKROW @ 20% TOTAL -SOUTH 443,638 443,638 PROJECT TOTAL 11092,610 1,092,610 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T MASS GRADING PLAN 1 SilverRock RESORT - PHASE 1 OF 9 SHEETS PARCEL MAP NO. 37207 FOR: CITY OF LA QUINTA I PROJECT NO.: TF I1/ FLOOD ZONE—X \ FLOOD ZONE —AO \ (DEPTH 1 FOOT) / rj FLOOD ZONE—AO-�^ _I (DEPTH 1 FOOT) I FLOOD ZONE—X 0 I L 38 I , �`� � � � � ► 4D I LIMITS GRADING \ \ \ 3� (3:1 MAX.) \ GRADING tx 1 MAX.) ,We I I LIMITS�I OF 1 ti S GRADING i ' Nr I I I i — ICI P/L I III � I I NOTE: PAD ELEVATIONS TO BE ESTABLISHED ON ROUGH GRADING PLAN 100 50 0 100 200 300 SCALE: 1"=100' i I UNAUTHORIZED CHANGES & USES.' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. IMPORTANT NOTICE NOTE BENCHMARK: BASIS OF BEARINGS: CALL BEFORE YOU DIG ALL UNDERGROUND URL/RES SECDON 4216 of THE 00NMENT CODE LOCAIiONS ARE PER RECORD DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON IYoulRES AN 1APARY PLANS THE CONTRACTOR IDEMFU710NNUM6ER� KPD-103-3-70 FD. 1 1/4" O.D.I.P. FILLED THE EAST LINE OF SECTION 6, T6S, R7E, ISSUED BEOREA PERMIT SHALL USE DUE CAUTION IN W/ CONC. IN 5" 0. D. CONC. COLLAR ON. SEIM, AS SHOWN ON TRACT MAP NO.28470-1, TOEXCAMTEKLBEVAUD. All EXCAI/AIION,AND NOTE 0.6',330 NORTH OF C.L. INT. OF WASHINGTON ME 263/76-90, RECORDS OF RIVERSIDE FOR OR Paf RNVATM I.D. µglfRE ALL URNY LINES NCR pal STREET & 52ND AVENUE 6 6.2' SOUTH OF COUNTY, CALIFORNIA, BEING UNDERGROUND SERVICE ALERTARE LOCATED OR RELOCATED PP# 98927D. TOLL FREE 1-800-227-2600 FOR DOCUMENTARONON ON TWO WORKING DAYS FlNAL DRAWINGS OF RECORD. BEFORE YOU DIG DATE ' BY I DESCRIPTION REVI SI ON S (3:1 MAX.) APP'D I DATE *Jj9l CIV1� R��P F OF CAI.IF� LIMITS OF GRADING (3:1 MAX.) LIMITS' OF GRADING LIMITS OF GRADIN INTERNATIONAL 75410 Gerald Ford Drive, Suite 100, Palm Desert, CA www.mbakerintl.com o: 760-346-7481 f: 760-346-8315 ED UND E DIRECT SUPERVISION OF: i� DANIEL KORAVOS RCE 36718, EXP. 6/30/20 DATE: PAD=29.0 LIMITS \\�\ OF \ GRADING \� (3:1 MAX.) \ - LIMITS OF GRADING (2:1 MAX.) WN11 :tNlZlMM=11=1 HEFT 3 rill LIMITS OF GRADING (2:1 MAX.) Q CVWD IRRIGATION RELOCATI LU AREA TO BE GRADED FIRST AND PROTECTED DURING M. GRADING OPERATIONS 2 III II G � Pry EXIST. 54" IRRIGATION 2� EXIST. 6' IRRIGATION LINE (PROTECT IN PLACE) N PAD=27.0 II I► -- II _ C = I\ \ Q LIMOIITS \ GRADING I I I \\ (3:1 MAX.) \�\� �. II > APPROVAL BY: CITY OF LA OUINTA IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, S H E E T -' STATE OF CALIFORNIA o MASS GRADING PLAN 2 BRY N W. McKINNEY DATE: SilverRock RESORT - PHASE 1CN CITY ENGINEER R.C.E. NO. 49418 OF 9 SHEETS EXP. 09/30/20 PARCEL MAP NO. 37207 Q (- Qp DRAWN DESIGNED JOB NUMBER 152669 SCALE AS SHOWN CHECKED MSS DATE JANUARY 2019 FOR: CITY OF LA QUINTA PROJECT NO.:139810 0_ ' T -ti .......... LIMITS OF ! �, (3 RAIDING \\\� LIMITS' OF GRADING LIMITS \ \\ OF G A \ (3:1 MAX,)MAX I P /L I I LIMITS—;�(/�/��� / OF /nlll CVWD IRRIGATION RELOCATION I I AREA TO BE GRADED FIRST AND PROTECTED DURING M, ES GRADING OPERATIONS PAD=29.0 24 LIMITS OF GRADING (3:1 MAX.) 2� 2 EXIST. 540 IRRIGATION EXIST. 16" IRRIGATION LIN \ I N \ _ (PROTECT IN PLACE) I N -PAD=27.0 LI LIMITSOF GRADING r 1 I \ r 1 ~ JOIN EXISTING /IoQ GOLF CART PATH II LIMITS OF Y GRADING \ JOIN EXIS77NG \ GOLF CART PATH / JOIN EXISTING 2 / GOLF CART PATH 2_ ^ T \ / LIMITS OF GRADING Z „ i \ NOTE: PAD ELEVATIONS TO BE L1J ESTABLISHED ON ROUGH GRADING PLAN I e� U P /L IQ Io J 100 50 0 100 200 300 SCALE: 1"=100' UNAUTHORIZED CHANGES & USESTHE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. IMPORTANT NOTICE: NOTE' BENCHMARK: BASIS OF BEARINGS: CALL BEFORE YOU DIG ALL UNDERGROUND U77LI1/ES SEC77ON 4216 OF THE GOOMBff CODE LOCADONS ARE PLR RECORD DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON REODIRES AN AWRY PLANS THE CONTRACTOR IDEA4/FMAT/ONNUMBEPBE KPD-103-3-70 FD. 1 1/4" O.D.I.P. FILLED THE EAST LINE OF SECTION 6, T6S, R7E, I.SMBEFOREAPEMIff SHALL USE DUE CAURONIN W/ CONC. IN 5" O.D. CONC. COLLAR ON. SBM, AS SHOWN ON TRACT MAP NO.28470-1, TO E(C&WE KL ff VAUD. ALL EXCAVATION, AND NOTE 0.6',330 NORTH OF C.L. INT. OF WASHINGTON M8 263/76-90, RECORDS OF RIVERSIDE FOR OR PRE-EPCAYAMN I.D. WHERE ALL UDLITY LINES CALL STREET 6 52ND AVENUE 6 6. 2' SOUTH OF UNDERGROUND SERU1Cf AAUA9EBLER ARE LOCATED OR RELOCATED PP# 98927D COUNTY, CALIFORNIA, BEING TOLL FREE 1-800-227-2600 FOR DOMWNGAIOf- RE01V ON Flwll DRAWINGS OF RECORD. DATE BY TWO WORKING DAYS BEFORE YOU DIG DESCRIPTION R E V I S 1 0 N S APP'D I DATE �oQROFESS `Q E� K 09 Q o z No. C36718 qrF OF CAl\FO�� LIMITS OFf GRADING \ I LIMITS OF GRADII\ (3:1 MA I I 32' 30'I I / G LIMITS OF GRADING \ ' > T �l 0 T \ OW"� Qn z CVWD IRRIGATION RELOCATION I AREA TO BE GRADED FIRST 1 Q AND PROTECTED DURING MASS II \ GRADING OPERATIONS \ W�p ,\22 N `' \ �\6\ \ \ ✓ \ \ \\\ LIMITS OF GRADING \\\ \ LIMITS (3:1 MAX.) \ \ \ OF \ \\ \ GRADING k- MATCHLINE - SEE SHEET 4 INTERNATIONAL 75410 Gerald Ford Drive, Suite 100, Palm Desert, CA www.mbakerintl.com o: 760-346-7481 f: 760-346-8315 47 ED UN R THE DIRECT SUPERVISION OF: 0 DANIEL AV RC� 18, EXP. 6/30/20 DATE-' APPROVAL BY: BRYA W. McKINNEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/20 DRAWN DESIGNED SCALE AS SHOWN CHECKED ------------------------------------------ 00ACHELLA CANAL CITY OF LA OUINTA AL DATE: JOB NUMBER 152669 MSS DATE JANUARY 2019 0 it II I I I II I I I I LIMITS OF GRADING (3:1 MAX.) IN T MASS GRADING PLAN SilverRock RESORT - PHASE 1 PARCEL MAP NO. 37207 FOR: CITY OF LA QUINTA z w 12 CD of 0 N 06 r z a 0 W H a 0 z I Iz 0 a /cam 1 0 o a J S H E E T o 0 a " 3 rn ID OF 9 SHEETS a F a 0 a PROJECT NO.:139810 1J n u r {0) LIMITS \ \ OF GRADING 9 , l� RE�NIi 'g\ 3 7 OH BAS/ p M - LIMITS L OF r GRADING (2:1 MAX.) W W or Y/ \ 100 50 0 W 1 \ W 3 vI w a 100 SCALE: 1"=100' NOTE: ° PAD ELEVATIONS TO BE W ESTABLISHED ON ROUGH 2 Z GRADING PLAN BE TENTICJAI-BAS/A�"� 3 9 AcIFT STORAGE I I I TOP= 15 80TTOM=12 I I z 1 I / CVWD IRRIGATION RELOCATION AREA TO BE GRADED FIRST AND PROTECTED DURING M, SS GRADING OPERATIONS PAD=29.0 - 24 II It:j'• \ LI \ LIMITS \\\\ \ I I I \ OF GRADING ( 3: 1 MAX.) � �, II 2 EXIST. 54" IRRIGATION E� \ EXIST. 16" IRRIGATION LIN \ I I N \ \ PROTECT IN PLACE `-1-PAD=27.0 II \ LIMITS OF CGRADING (3:1 MAX.) MATCHLINE - SEE SHEE'r-.13 I PAD=24.0 V EXIST. 16" IRRIIGAT10N LINE (PROTECT IN PLACE) \ I t32' 30'I I 2O' �N~ I I _ I 19 I II Tr �/✓//1 2 I II I� I ; I LIMITS LIMITS OF I I \ OF I GRADING GRADING `\\ \ (3:1 MAX.) LIMITS (3:1 MAX.) I I I I GRADING I I OF 22 I II \ -J I LIMITS — \ 1 \ OF LIMITS \\��------------------------------------------------------------ / OF \ I I \ GRADING GRADING (3:1 MAX.) \ C 0 A C H E L L A C A N A L UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE I_ FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE I PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. i IMPORTANT NOTICE NOTE.• APPROVAL BY: CITY OF LA OUINTA IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, CALL BEFORE YOU DIG ALL UNDERGROUND URC/DfS BENCHMARK: BASIS OF BEARINGS: STATE of CALIFORNIA sEc>roB eels of rNEEQUI� AN I LpCAnONS ARE PER RECORD DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON �o Qt10f ES Lpy9` • . MASS GRADING PLAN NURY IDENBBCABON NUMIER BE PLANS 7HE CONTRACTOR KPD-103-3-70 FD. i 1/4" O.D.I.P. FILLED THE EAST LINE OF SECTION 6, T6S, R7E, �� �E� KOq F2 ISSUED BEFORE APERUT SHALL USE DUE CAU770NIN W/ CONC. IN 5" O.D. CONC. COLLAR ON. SBM, AS SHOWN ON TRACT MAP N0.28470 TO ExcAuarE wru BE uauD. ALL EXCAtA7lON, AND NOTE I N T E R N A T I O N A L 0.6',330 NORTH OF C.L. INT. OF WASHINGTON MB 263/76-90, RECORDS OF RIVERSIDE w m B A W. McKINNEY DATE: SllverRock RESORT - PHASE 1 FOR YOUR PRE-IXCauaT/ON l.D. WHERE ALL UDL/TY LINES � No. C36778 � CITY ENGINEER NUMeERCau: ARE LOCATED ORRfLOCATfD STREET & 52ND AVENUE & 6.2' SOUTH OF COUNTY, CALIFORNIA, BEING ,t ,t 75410 Gerald Ford Drive, Suite 100, Palm Desert, CA R.C.E. NO. 49418 PP# 98927D. www.mbakerintl.com o: 760-346-74BI f: 760-346-8315 EXP.09/30/20 UNDERGROUND SERVICE ALERTFOR DOCLIMENTA770NON ON Jl CIV 1` �Q PARCEL MAP NO. 37207 TOLL FREE 1-800-227-2600 RIVAL DRAWINGS OF RECORD. DATE BY DESCRIPTION APP'D DATE glFOF CA --PREPARED PREPARED ,UN -DE �E DIRECT SUPERVISION OF: / DRAWN DESIGNED JOB NUMBER 152669 TWO WORKING DAYS C �.n,, h V%'/. h- 'S BEFORE YOU DIG R E V I S 1 0 N S DANIEL KORAVOS RCE 36718, EXP. 6/30/20 DATE: SCALE AS SHOWN CHECKED MSS DATE JANUARY 2019 FOR CITY OF LA G U I N T A I 21 I I 2 LIMITS OF 19 GRADING (3:1 MAX.) LIMITS 18 I a OF I G' GRADING I I (3:1 MAX.) I II 16 LU uw G � ,4 I rv�I P I � \ � Z LIMITS �v \ I C) OF I I cn GRADING \ I\ O O \\\JJJ I oC 4 o W r \ o�� I L_L_ I / 1 O '19 Q II � ( `2 20� m in 16 G , W—, \ \ I I\ CVWD IRRIGATION RELOCATION 1 M I I III \ \ AREA TO BE GRADED FIRST 1 Q \ AND PROTECTED DURING MASS I II II \ GRADING OPERATIONS \ WHO 18 II VD \\ \ 0\ o 0 It S H E E T o 0 a 5 U rn 04 04 OF 9 SHEETS PROJECT NO.:139810 ,-EXIST. 18” WATER MAIN D` L a - EXIST. 24" WATER MAIN` 4" IRRIGATION LINE [G- II \' A V E N U E 5 2 EXISTING 4" IRRIGATION LINE - f-EXIST. 18' WATER A1AIN I I I I / 1 II I� I I / EXISTING 10' USA PIPELINE EASEMENT PERPI / BOOK 1487, PAGE 425 / EXISTING 20' PEDESTRIAN 2CCESS PER MB 224, PGS. ` \ I' I 11 1 �I WATER LINE I 6" SEWER MAINI II I I I I I I --—�----�CTION DEMOLITION NOTES �1 PROTECT IN PLACE EXISTING SPECIFIED ITEM 2❑ SAWCUT AND REMOVE EXISTING A.C. PAVING TO LIMITS SHOWN ON PLAN 3❑ SAWCUT AND REMOVE EXISTING CROSS GUTTER AND SPANDRELS TO LIMITS SHOWN ON PLAN ® SAWCUT AND REMOVE EXISTING CURB AND GUTTER TO LIMITS SHOWN ON PLAN ® REMOVE EXISTING CATCH BASIN �9 REMOVE EXISTING 18" STORM DRAIN 10 REMOVE EXISTING 8" SEWER MAIN Fl-11 REMOVE EXISTING 2" FORCE SEWER MAIN 12 REMOVE EXISTING SEWER PUMP 13 REMOVE EXISTING 12" WATER MAIN 14 REMOVE EXISTING 18" WATER MAIN 17 REMOVE AND RELOCATE EXISTING ELECTRIC LINE AS NEEDED (BY OTHERS) 18 REMOVE EXISTING 4" GAS MAIN 4" IRRIGATION LINE LJ " 1 EXISTING 18" WATER MAIN LI / � II \� \� EXISTING 4" IRRIGATION LINE I II \ \ 1/4 SECTION LINE EXISTING 10' USA I� PIPELINE EASEMENT CENTERLINE EXISTING PER BOOK 1424 PAGE 54" IRRIGATION LINE �` I I 200 POWER COMPANY EASEMENT PER BOOK \ - _ 806, PAGE 220 SECTION LINE D16" IRRIGATION LINE — — — EXISTING 10' BUREAU OF - \ �\ \ RECLAMATION EASEMENT PER 14 \ \ \ EXISTING 10 USA �I I INSTRUMENT N0. 2004 0967905 PIPELINE EASEMENT NSTRUMENT NO PER I. \ in 16" IRRIGATION LINE \ \ � 287668- I I 11 \EXIST. 2" FORCE SEWER MAIN \ 8 I F _ r � 4 13\ 14 � 10 \\ \1 1t / i I I I I\ \'/ O \ \ 2 III \ c / 12 \ 1 �/ /13 8 t0 1 8" SEWER MAIN ` \ \� 18 14 ��� APPROXIMATE LOCATION OF , EXISTING 15' IRRIGATION \ LINE PPROXIMATE LOCATION OF �\ O EXISTING 2" AERATION LINE— \\ \1 2" WATER LINE 6" SEWER MAIN 1 13 I I� SEE SHEET NO. 7 CENTERLINE EXISTING POWER COMPANY EASEMENT PER BOOK 796, PAGE 507 IT 54" IRRIGATION LINE u \ I I II \ \ II II \�cp � PROTECT IN PLACE EXISTING 16" AND 54" ILI \ IRRIGATION LINES UNTIL RELEASED FOR I \\ \ DEMOLITION BY COACHELLA VALLEY WATER III I \ \ DISTRICT PER THEIR IRRIGATION LINE RELOCATION AND EXTENSION PROJECT I \ \\ \ 1 11 16" IRRIGATION LINE EXIST. 4" GAS LINE II \ I L z w 2 w U) BENCHMARK: BASIS OF BEARINGS: I 1 1 APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T DR 1( �7 (-"14 1 �II � CITY OF LA QUINTA BM N0.430 THE BEARINGS SHOWN HEREON ARE BASED \\�a J� LLII \i\s 6 ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, �o QROFESS/p�( 1 COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY ti�� �� K�Aa DEMOLITION PLAN "LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USCRGS STATIONS LA h Q o c I N T E R N A T I O N A L DATE 9 DIALTWO WORKING o N m BRYA W. McKINNEY OF SHEETS BEFOREDAYS BEFORE INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF auc 4o.C36718 75-410 Gerald Ford Drive, Suite 100 CITY ENGINEER SilverRock RESORT -PHASE 1 YOU DIGYOU DIG JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 R.C.E. NO. 49418 DWG. NAME Phone: 760 346-7481 • MBAKERINTL.COM EXP. 09/30/20TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH sf plVl� �P � � PARCEL MAP N0. 37207TOLL FREELEPHONE: 811 NAVD88 DATUM, ADD 1.564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE 9lFOF CAL\F�DRAWN KE DESIGNED evv JOB NUMBER 152669 FILE N0. A PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED DATA SHEETS 'l / /tMr_ % �� UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88). �° 6 SCALE AS NOTED CHECKED pK DATE uANUARY2ot9 FOR: CITY OF LA QUINTA BEING N.40*16'30.20"W. R E V I S 1 0 N S DANIEL KORA OS R E NO. C36718, EXP. 6-30-20 ATE: SEE SHEET NO. 6 li \ \ — EXIST. 4 GAS LINE PROTECT IN PLACE EXISTING 16" AND 54' 1 Z.� IRRIGATION LINES UNTIL RELEASED FOR DEMOLITION BY COACHELLA VALLEY WATER DISTRICT PER THEIR IRRIGATION LINE RELOCATION AND EXTENSION PROJECT �XISTING 54' IRRIGAION LINE 1 II I 1 EXISTING 16' IRRIGAION LINE \ I ♦ I I 18 \\\ I:I \16" IRRIGATION LINE 16 i" IRRIGATION LINE \ 12' IRRIGATION LINE Q �` EXISTING 20' CVWD EASEMENT PER INSTRUMENT NO. 2014-0135323, O.R. & INSTRUMENT NO. 2014-0149791, O.R. 15 12" TION LINE 12" IRRIGATION LINE W 8 �1/4 SECTION LINE I I CENTERLINE OF IID EASEMENT OF - - UNDISCLOSED WIDTH PER BOOK 1756, PAGE 278, O.R. SEE SHEET NO. 8 D����� 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 NO.430 THE BEARINGS SHOWN HEREON ARE BASED oFESS/ �5 !S ELEVATION = 3.216 MONUMENT UPON THE ONE 6,RAS COORDINATE SYSTEM, �� e� ��� Michael Baker L / D E M O L I T I O N P LA N 7 0 1 JCOPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY hie ���, Noq� Fy "LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA Q o c I N T E R N A T 1 0 N A L DATE OF 9 SHEETS DIAL TWO WORKING z INTERSECTION OF AVENUE 54 AND m BRYA McKINNEY � o w BEFORE DAYS BEFORE QUINTA CS2005 (P491) AND COLLEGE OF oc No.cas�la 75410 Gerald Ford Drive, Suite 100 CITY ENGINEER SilverRock RESORT -PHASE 1 YOU DIG �I1 YOU DIG JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 R.C.E. NO. 49418 DWG. NAME TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH rj C/VPhone: (760)346-7 81 • MBAKERINTL.COM EXP. 09/30/20 TOLL FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1 .564' TO THE 2011.00) AS SHOWN ON THE NATIONAL PARCEL MAP NO. 37207 9lF 0`�� � DRAWN DESIGNED JOB NUMBER FILE N0. GEODETIC SURVEY PUBLISHED DATA SHEETS A PUBLIC SERVICE BY ELEVATIONS SHOWN, DATE BY DESCRIPTION APP'D DATE OF CALF a KE BW 152669 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 RCIf N0. C36718, EXP. 6-30-20 DATE:E: SCALE CHECKED DATE FOR: AS NOTED DK JANUARY2019 CITY OF LA QUINTA 1 I SECTION LINE \ r � SEE SHEET NO. 7 _ _ _ - �_ _ _ _ _ _ _ _ _ _ _ _ _ _ i I EXISTING 12• WATER MAIN < -- -- -- -- -- -- -- -- -- -- -- - -- -- -- - -- -- -- - - - - - - - - - - - - -- - - - - -- Wffl LINE IID _ l — \\-IXISTING 12• WATER MAIN y I PER 800K 1368, I PAGE 365 ` — UJI ' I LEXISTING 27• SEWER WIN / I I i i� I I of �-� 2• WATER LIIE I I I I L� ' Lo �I I II I I �I 60 SEWER MAIN 1 I I I►' I� I of 3 \ I , I , I 14• IRRIGATION LINT EXEAISTING PERCVWD - n I // I2005-1852063, NSTRLMENT NO.0.R. N I rn �1 �, 14• IRRIGATION LINE / / 100 50 0 100 200 300 I I / I ' n 1/16 SECTION LINE - - SCALE: 1"=100' 17 / I II rn 1/4 SECTION LINE / I I � ,I r EXISTING FIBER OPTIC LINE I O EXISTING 12• WATER MAIN Z 2• WATER LINE I // / / I I O 1 16• SEWER MAIN DEMOLITION NOTES �1 PROTECT IN PLACE EXISTING SPECIFIED ITEM 17 REMOVE AND RELOCATE EXISTING ELECTRIC LINE AS NEEDED (BY OTHERS) I rn c / / I / I � /� I I / I LL I I I I L 1/16 SECTION LINE I I LL / / I I I I 1 I � I s 1 20 WA LINE I I I I I C I � I Avenue 54 I � 1 � 1 EXISTING 4• WATER WIN ///// f/ /// 1 ISTING 24• WATER W1IW 1 ISTING 6 SEWER WI 1 ISTIW 12 SEER WIN I C — e ZRO BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET CITY TI LA QUINTA BM N0.430 THE BEARINGS SHOWN HEREON ARE BASEDMichael Baker C \\\v/I ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, o QPOFESS/p�` 1 COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY hie`` KOg9 Fy �,{'/ DEMOLITION PLAN 8 "LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA Q o c I N T E R N A T 1 0 N A L00 DATE ;TOLL TWO WORKING c� o m BRYA . McKINNEY OF 9 SHEETS RE DAYS BEFORE INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF W m 75-410GeraldFordDrive,Suite100 SIIVerROCk RESORT —PHASE 1 c JEFFERSON STREET. No. C36718 CITY ENGINEER u DIG �I1 YOU DIG THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 R.C.E. NO. 49418 DWG. NAME Phone: (760) 346-7 1 MBAKERINTL.COM EXP. 09/30/20 a TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH sr 0IVIV Q PARCEL MAP NO. 37207 E FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1.564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE eY DESCRIPTION APP'D DATE 9lFpF CA��F��� //,, p� DRAWN KE DESIGNED BW JOB NUMBER 152669 FILE NO. A PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED DATA SHEETS YI tnn. F /� FOR: UNDERGROUND SERVICE ALERT ^ ��� l SCALE AS NOTED CHECKED pK DATE JANUARY 2019 CITY OF LA QUINTA 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: T Z f'- w w U) w U) ti O Z H w w 2 U) w w U) EXISTING 16" IRRIGATION LINE 77777777,7777 VTERMS EXISTING4"IRRIGATION LINEEXIST. 2" FORCE SEWERLI AND PROVISIONS CONTAINED IN TFE DOCUMENT ENTITLED "NOTICE OF 11 DISCONTINUED USE OF BOULDER CANYON PROJECT ALL AMERICAN CANAL I SYSTEM, COACFELLA DIVISION, CALIFORNIA* PER INSTRUMENT NO. 2004-0967905, O.R. (USE IS DISCONTINUED BUT RIGHTS REMAIN) I I I I I EXISTING 30' CVWD EASEMENT V PER PMB 224/24-39 I � I \ I � \ \\ I I I \ I N EXISTING 4 GAS LINE \� \ \\ N\\\\ \ 18 \ \\ \ \ EXISTING FIBER OPTIC LINE-� 1N LINE J II EXISTING � I GTE EASEMENT PER INSTRUMENT NO. 250971, O.R. I I I EXISTING 10' SO. CALIF. GAS CO. EASEMENT PER INSTRUMENT NO. I u I \ 2005-0337291, O.R. LOCATED 5' ON EACH SIDE OF GAS LINE AS INSTALLED (APPROX. LOCATION) 18 EXISTING 4" GAS LINE 18 I - �\_ ---� r----------------- ---. \\\�\\\ 1 ------------------------_-_-_-_-_-_-_-_-_-_-_ ---- ---JJ -- --------- - - - --- LLI EXISTING\4" GAS LINE COACHELL.A CANAL EXISTING 4' GAS LINE 1 16" IRRIGATION LINE I +I 'I l I -1 i 1 It I, I EXISTING 16" IRRIGATION LINE II I I I 1 II II l I II I I' I I I 3 I I � I L3 I l7 I L7 I II I I I I I I I I � I I I I I LD I I EXISTING 12" WATER MAIN I I L3 I I J I 100 50 0 100200 300 SCALE. '- 100 Z Go I� Kd m T w DEMOLITION NOTES �1 PROTECT IN PLACE EXISTING SPECIFIED ITEM w 11 REMOVE EXISTING 2" FORCE SEWER MAIN 18 REMOVE EXISTING 4" GAS MAIN 3 SEE SHEET NO. 8 Q 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 o DR����� CITY OF LA QUINTA BM N0.430 THE BEARINGS SHOWN HEREON ARE BASED ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, o QROFESS/p` U 1 4" COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY ti�P� �� KC9q `�� -ZS-/ DEMOLITION PLAN 9 0) "LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA Q o G% 1 N T E R N A T I 0 N A L DATE pa WORKING c� o m BRYAN, . McKI NEY OF 9 SHEETS CA BEFORE INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF No. C36718 75.410 Gerald Ford Drive, Suite 100 CITY ENGINEERCA U DIG JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER * * LO Palm Desert, CA92211 R.C.E. NO 49418 SilverRock RESORT -PHASE 1 DWG. NAME EXP. 09/30/20TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH J' CIV1� Q Phone:(760)346-7 81-MBAKERINTL.COMT4 Q�` DRAWN DESIGNED JOB NUMBER PARCEL MAP NO. 37207 FILE NO. a ONE: 811 NAVD88 DATUM, ADD 1 .564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION EAPLD DATE FOF CA0 s�^p� KE BW 152669 p A PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED DATA SHEETS e1n�{1 /l{ti1GI�L� l ��I a UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88). SCALE AS NOTED CHECKED DK DATE JANUARY2019 FOR: CITY OF LA QUINTA BEING N.40°16'30.20"W. R E V I S I O N S DANIEL KORAVOS RC N0. C36718, EXP. 6-30-20 DATE: •• T