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RG2020-0003HWY 111 IN THE CITY OF LA QUINTA, CALIFORNIA mie icl ffetffi�, '.'I fj,, ej 10 Lcs ;d Wj,,l CLUB VILLA AT ANDALUSIA. N", . '- PLANNING AND ZONING COMPLIANCE -- &0 3' Zo?� CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA HOW TRACT MAP NO. 37790 0��00 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. GENERAL NOTES: ~ 50TH AVE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA to W QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 52ND AVE. �� ����(�� 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS W DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL w GRADE TO DRAIN CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. REAR PAD LIMIT 115.0' 54TH AVE. O Z ° O (� O 3 THE AGENCIES.OTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING O 0. C oo. F.L. I� o � GOLF COU S LA QU NVA g - - - PROJECT PAD -0.6' o � 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR AIRPORT BLVD. o� F.L. I TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. PAD -0.5' SITE 58TH AVE.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 W Lo. AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO ° W o i ��G n I / I EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. ° FF=PAD+0.67' ° c~p PAD PER PLAN in \ \ d'� 7RACV 3� 681 o2 60TH AVE. H.P. H.P. �;� o9%] �� 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, Z 11�� PAD -0.3' PAD -0.3' WARNING AND GUIDE SIGNS. W. co° - I i -� 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL 4$$ TRACTI BOUNDARY i SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. � 62ND AVE. � ° _ � � � � � � o \ I 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 VICINITY MAP F.L.-G.B. ��NJf1 J�LS� I AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. NTS PAD -0,6' EXISTING B.O.R. IRRIGATION MAIN LIMIT OF SECTION 27, T.6.S., R.7.E., S.B.B.& M. i i GRADING 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL U F.L.-G.B. - - - - - - - - - 4 5 !w FAD-0.6'� •� � 65 1 2 D (� o � BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: - 1 ----------- = i i i 3 1111) uU - � - - VARIES _ _ -- _ � ✓ ���� \ � OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM A _ / Mq \ MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM RBELL A 6 5.0'1 FRONT PAD LIMIT 7 \ - �ry 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, s OWNER: APPLICANT: 63 62 REMAINDER \ OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY SUNRISE LQ, LLC SUNRISE LQ, LLC TYPICAL LOT GRADING III 61 �G 9\ ENGINEER. 81-570 CARBONERAS 81-570 CARBONERAS GOLF COURSE LOTS ,SIJ 10 \ \ 1Q ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF LA QUINTA, CA 92253 LA QUINTA, CA 92253 SCALE 1"=40' -I 60 11 �j ` THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. PHONE:(760) 777-1776 PHONE(760) 777-1776 DRIVING RANGELIMIT OF GRADING 59 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE ? I 12 MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN SHEET INDEX _ '�, "�,, {` � 67 58 13 ORDER TO ELIMINATE ANY HAZARDS. C/L- 57 � 14 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE SHEET 1: TITLE SHEET/INDEX MAPFRONT PADd ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOI) SHEET 2-4: ROUGH GRADING PLAN 5.0' LIMIT/ -BUBBLE BOX OUTLET 56 15 WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION _ _ • . . REMAINDER tL / PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL VARIES SWIM & TENr IS FACILITY 55 ,A 16 NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE EASEMENTS F.L.-G.B. F.L.-G.B. 64 54 17 TRACT BOUNDARY Q 30.00' EASEMENT GRANTED TO UNITED STATES DEPARTMENT OF INTERIOR BUREAU PAD -0.8' PAD -0.T I 53 << 18 LIMIT OF GRADING OF RECLAMATION PER INST. NO. 2005-0313110,4/21/2005, O.R. f 67 52 19 CB (LIMIT OF GRADING 51 L� 0 10.00' EASEMENT GRANTED TO IMPERIAL IRRIGATION DISTRICT PER INST. NO. f 1o= 5C 20 GRADING NOTES: 2014-0371948, 9/30/2014, O. R. CD I 67 00=6. FS TRACT BOUNDARY 49 50 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING LIMIT OF GRADING 48 �" CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-18139, DATED: 9/5/2018. Q 10.00' P.U.E. GRANTED PER TRACT NO. 31681-2, M.B. 397/34-44 } 46 47 LP PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. 760-863-0713 UPDATE LETTER: 2/19/2020. 4" DRAIN J 45 0 CB 2 H.P. 68 39 44 M f-- Qio 1.39 FS ®EASEMENT GRANTED TO COACHELLA VALLEY WATER DISTRICT PER INST. NO. } 40 43 21 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL � FF=PAD+0.67' PAD -0.30' GOLF COURSE Cg 3 41 42 / Q10 =6.9 CFS DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 2018-0328463, RECORDED 8/16/2018, O.R. � PAD PER PLAN (��MLl) 5� Q1 -2.81 FS 24" S.D. 25 24 23 22 0 o NJIt1J�� u� Q1 o=5.49 CFS f 27 26THE DESIGN CIVIL EARTHWORK QUANTITIES: 28 3 COMPLIANCE WITH THE ENGINEER SHALL EXERCISE SUFFICIENT CONTROL SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. EARTHWORK AND CONSTRUCTION TO ENSURE Q CD _ 29 CUT: 17,700 CY FILL: 15,400 CY TOG DRAIN 38 Cg 30" S.D. 31 30 SH ER 3 _ SHRINKAGE (10%): 1,700 CY SUBSIDENCE: PER MASS GRADING N.P. Illl u 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, PAD -0.5' 37 Q1 2,42 FS I' 32 TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PAD -0.3' - - - - - Q� 0=5.49 CFS I 33 `, � TRACT BOUNDARY PROPERTY. OVER EX SHRINKAGE: OVER EX DONE LIMIT OF GRADING " 0.5% ~ 36 I� �_ 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS WITH MASS GRADING PLAN 35 34 I NET CUT: 16,000 CY NET FILL: 15,400 CY I i GOLF COURSE ( RECOMMENDED BY THE SOILS REPORT. PAD ELEV. REAR PAD EX. LAKE THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN LIMIT 15.0' PAD ELEV. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. QUANTITIES FOR CONTRACT PURPOSES. OPEK SPI CE - i 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE "L30" S.D REMAINDER MENTIONED SOILS REPORT. GROSS AREA TYPICAL LOT GRADING 1,202,256 SQ. FT. 27.60 AC. OFF GOLF COURSE LOTS I " 200 300 400 600 °°° 2%. DRAINAGE ( } - I `� i 8 MINIMUM OFI2DFROM THE DROP OF CUT OR BILL SLOPES THE MINIMUM SLOPE OF SWA ES SHALL AND o 0 CONSTRUCTED A SCALE 1"=40' REMAINDER I NET AREA 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE ( IN FEET) UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL 872,942 SQ. FT. (27.60 AC. - 7.56 AC SWIM & TENNIS) = 20.04 AC LEGEND INDEX MAP 1 INCH = 200 FT. BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. A.P.N. PL = PROPERTY LINE 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" 764-200-071, 072, 073, 075, 079, 081, 092 FF -FINISH FLOOR 764-210-015, 022 WM = WATER METER PLANNING NOTES: NOISE MITIGATION MEASURES CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER TV - TV BOX P/L 36, P/L SHALL APPROVE THE FINAL STREET SECTION. LEGAL DESCRIPTION TP = TOP OF PAVEMENT 10' 18' C/L 18' 10' 1. ALL CONSTRUCTION ACTIVITIES SHALL OCCUR DURING THE HOURS PRESCRIBED IN C/L= CENTER LINE LU LLI THE LA QUINTA MUNICIPAL CODE. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS BEING LOTS 85, 86, & 87 OF TRACT NO. PP =POWER POLE FOR ROADWAY SUBBASE. 31681-2, MB 397, PAGES 34 THROUGH 44 FH = FIRE HYDRANT SLOP 7' I 5' VARIES a MH = MANHOLE o 2. ALL STATIONARY EQUIPMENT SHALL BE PLACED AS FAR AWAY FROM EXISTING 10 SLOPE SI-OPE 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY FEMA FLOOD DESIGNATION EXISTING ELEVATIONS MAX AC,PAVEMENT 2, 100% M N RESIDENTIAL DEVELOPMENT AS POSSIBLE ONCE CONSTRUCTION BEGINS ON THE AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF () P.E. 2 MSN (� ?% 2_ °lo ' 2 /°�- PROJECT SITE. ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE RAN= RIGHT OF WAY ZONE X (AREA OF MINIMAL FLOODING) W =WATER LINE __ _� NORMAL REPRESENTATIVE SAMPLINGS. PANEL 060REA OF G, AUGUST 27, 2008 WV = WATER VALVE 2' -�� 2' 3. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH WELL-MAINTAINED AND 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD PUE = PUBLIC UTILITY EASEMENT 10.63' ROUGH GRADE OPERATIVE MUFFLERS. TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, UTILITY AGENCIES VALLEY GUTTER SECTION VALLEY GUTTER WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY INDICATES EXISTING ASPHALT PAVEMENT COMPACTED SUBGRADE ABASE COURSE DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 0 AND CONCRETE REMOVAL AREA FIELD TECHNICIAN. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 0 PROP s" SEWER MAIN ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 `" P/L 28' P/L 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT TELEPHONE FRONTIER (760) 864-1720 PROP 12" WATER MAIN J w 10' 14' C/L 14' 10' NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. GAS SOUTHERN CALIFORNIA GAS COMPANY (760) 341-2345 w ONSITE STREET /PRIVATE)j � � 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL TV SPECTRUM (888) 200-4388 (PRIVATE) SLOP 7 1 5 VARIES STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. SCHOOL DISTRICT C.V.U.S.D. 36' TYPICAL SECTION 10 o MAX/ES AC,PAVEMENT SLOP Q% M NOT TO SCALE P E 2 � IN � 2°/ 2-°� 2' -I 20/ MIN 16, BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). BASIS OF BEARING 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 THE BASIS OF BEARINGS FOR THIS MAP IS THE SOILS ENGINEER'S STATEMENT 2' 2' ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE CENTERLINE OF ANDALUSIA PER TRACT NO.CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES: 10.63' ROUGH GRADE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL 31681-2, MB 397/34-44, BEING N 62016'45"E. I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY SUBSTANTIALLY CONFORM TO TH_B€OMMENDATIONS SET FORTH VALLEY GUTTER SECTION VALLEY GUTTER ADEQUACY OF THE FACILITIES. IN REPORT NO. 544-18139 DA D LETTER OF UPDATE, 1Q REMOVE EXISTING A.C. PAVEMENT 13,920 S.F. COMPACTED SUBGRADE BASE COURSE 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE UNDERGROUND SERVICE ALERT FEBRUARY 19, 2020. �`� �� �Z REMOVE EXISTING V-GUTTER/CURB 240 L.F. PROP 8" SEWER MAIN DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. CALL TOLL FREE BRETT L. (5� SAWCUT EXISTING PAVEMENT 95 L.F. e�FORE yoG BENCHMARK _ \ ANDERSON 4 REMOVE LANDSCAPE AS NECESSARY - PROP 12" WATER MAIN NOTE: BM # P.D. 109-70 ELEV. 527.941 (NAND 29) i N°• C�5�8� /�-'� ' / (5 TEMPORARY 3 A.C. PAVEMENT 2,110 S.F. NO STREET PARKING ON 811 �I���a9NG ONSITE STREET (PRIVATE) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST BRET E 1 BATE © PLACE TEMPORARY BARRICADE 1 EA. 28' TYPICAL SECTION 28' WIDE STREET WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM SLADDEN ENGINEERING HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50, 45 FT. 45090 GOLF CENTER PARKVV1kYIJTE F A 92201 QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE NOT TO SCALE WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. (760) 863-0713 r v FOR OBTAINING HIS OWN ESTIMATE OF QUANTITIES FOR BID AND PAYMENT PURPOSES. 2 WORKING DAYS BEFORE YOU DIG - WDID NO. 7 33C387384 NOTE: PRIVATE ENOINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED UNDERGROUND UTILITIES OR STRUCTURES ROUGH GRADING PLAN SHALL NOT COMMENCE UNTIL AN REP RED BY THE OyYNER OR HERS AND THOSE W A 7 3 O H E H G� H E E R� H G ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHO N ON THE RECOKKDS EXA I I ARE �J�"J u u\j LC �\J u\j u�) QFEss, TRACT MAP NO. 37790 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DI ATED �+1TH THEIR APPROXI TE LOCATIO Q� O'ii GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTENT. THE 0 R BY ACCEPTING THISE THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING �yI�H IMPROVEM NTS CIVIL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AGREES TO ASSME LIABILITY �� 1 S 2 CLUB VILLA AN TO HOLD UNNDEIRSIG D HARMLESS FOR ANY O O Q 48-725 VERBENA ROAD PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES DAMAGES R SUL71NG FROM EXISTENCE OF J 2 Z PALM DESERT, CA 92260 AT ANDALUSIA ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRU�JTOUTR ES NOT m PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TUUUUUO THE UNDERSIGNED, INDICATED / WNo. 26662 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHC, TjON THE RECORDS EXAINED. THE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTOR IS R QQUIRED TO TAKE DUE EXP.3-31-22 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEEASURES TO PROTECT THE BRYA MCKINNEY, P.E. RCE NO. 418 * �1 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER s> CIVIL \P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SITS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT _ 9T SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPA DATE A F - SCALE: NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: -Zola CALIF / FOR: W.O. DATE: yy� Gam"' DATE: � � SCALE AS SHOWN SUNRISE LQ, LLC APPROVAL BY THE COUNTY. STRUCTURES no BEFORE STARTING WORK. ENGINEER ir) _ IN fn ir)-L 11. TO CLU -41 V - - -- V -LD P/I w U) Of O U LL I O O TYPICAL REAR LOT ALONG GOLF COURSE NTS I FrFNn PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT 0 INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE U 811 2 WORKING DAYS BEFORE YOU DIG \\ \\ \ \\ \ MAN Mo M \ \ '/.Ulll \ \ \ \ \ \ \ a 12X 18" DIP WATER MAIN EX CATCH BASIN ,1� EX STREET SIGN JI o� EX 8" VCP! SEE DIST I GOLF COURSE I 3 1/ / I LOYliall i 1/10 MH / 439 / / TC (TC2 (FL4 EX 12" DIP WATER MAI 0 40 60 80 120 ( IN FEET) 1 INCH = 40 FT. 200 SHEET 4, EX 60" DIP IRRIGATION MAIN SEE DIST DWG NO 31394 EX 30' IRRIGATION EASEMENT EX 20' WATER MAIN EASEMENT, REC 8/16/18, INST NO 2018-0328464 KaM M AREA VI GULF COURSE TRACT BOUNDARY LIMIT OF GRADING 114 V Irl' PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA BENCHMARK: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL UNDERGROUND UTILITIES OR STRUCTURES SEAL - ENGINEER IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: SHALL NOT CC CE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REP RUED BY THE OV�NER OR THERS AND THOSE ROUGH GRADING PLAN ENCROACHMENT PERMIT AND/ORA SHO ON THE RECOKDS EXA�INED ARE QRpFESS�O� �J`J w u\J ��J �f�f GRADING PERMIT HAS BEEN ISSUED. ALL OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IDI ATED �IITH THEIR APPROXIMATE LOCATION ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, A D EXTENT- THE O R B ACCEPTING THESE 1( �o W. w �� TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDIN aj NG WITH PLANS pR PROCEEDINI�H IMPROVE%NTS �Q Oyo � �2 CIVIL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AG EES TO ASSU E LIABILITY PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN p TO HOLD UNNDERSIGNbD HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF O %� 48-725 VERBENA ROAD CLUB VILLA ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRU TURES SOT J Z Z PALO DESERT, CA 92260 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, CNOT INDICATED / m PH. (760) 275-1553 AT ANDALUSIA DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE - w m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TOR IS 4UIRED TO TAKE DUE N0. 26662 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYA CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY HALL BE THE CONTRACTOR'S RESPONSIBILITY OTTO HER DATE APPR DATE CIV1� CITY ENGINEER s� �P FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 PREPARED BY: LLOYD W. WATSON R.C,E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, SMARK BY 7-1-2690 OF \F SCALE: NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130lJK24 DATE:CALA92` DATE: 8 z® SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER (Z(va-0'a0 - 000 LINE DATA COURSE BEARING LENGTH L1 N 28°30'24"W 28.00' L2 N 39°40'55"E 18.72' L3 N 53°13'07"E 0.82' EX 60" DIP IRRIGATION MAIN SEE DIST DWG NO 31394 EX 30' IRRIGATION EASEMENT EX 20' WATER MAIN EASEMENT, REC 8/16/18, INST NO 2018-0328464 KaM M AREA VI GULF COURSE TRACT BOUNDARY LIMIT OF GRADING 114 V Irl' PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA BENCHMARK: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL UNDERGROUND UTILITIES OR STRUCTURES SEAL - ENGINEER IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: SHALL NOT CC CE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REP RUED BY THE OV�NER OR THERS AND THOSE ROUGH GRADING PLAN ENCROACHMENT PERMIT AND/ORA SHO ON THE RECOKDS EXA�INED ARE QRpFESS�O� �J`J w u\J ��J �f�f GRADING PERMIT HAS BEEN ISSUED. ALL OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IDI ATED �IITH THEIR APPROXIMATE LOCATION ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, A D EXTENT- THE O R B ACCEPTING THESE 1( �o W. w �� TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDIN aj NG WITH PLANS pR PROCEEDINI�H IMPROVE%NTS �Q Oyo � �2 CIVIL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AG EES TO ASSU E LIABILITY PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN p TO HOLD UNNDERSIGNbD HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF O %� 48-725 VERBENA ROAD CLUB VILLA ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRU TURES SOT J Z Z PALO DESERT, CA 92260 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, CNOT INDICATED / m PH. (760) 275-1553 AT ANDALUSIA DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE - w m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TOR IS 4UIRED TO TAKE DUE N0. 26662 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYA CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY HALL BE THE CONTRACTOR'S RESPONSIBILITY OTTO HER DATE APPR DATE CIV1� CITY ENGINEER s� �P FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 PREPARED BY: LLOYD W. WATSON R.C,E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, SMARK BY 7-1-2690 OF \F SCALE: NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130lJK24 DATE:CALA92` DATE: 8 z® SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER (Z(va-0'a0 - 000 CURVE DATA COURSE DELTA RADIUS LENGTH Cl 73°58'55" 25.00' 32.28' C2 94°03'17" 25.00' 41.04' C3 85°07'42" 20.00' 29.72' C4 10°09'15" 272.00' 48.20' C5 120°38'54" 25.00' 52.64' C6 37°23'20" 110.00' 71.78' C7 4°55'48" 100.00' 8.60' EX 60" DIP IRRIGATION MAIN SEE DIST DWG NO 31394 EX 30' IRRIGATION EASEMENT EX 20' WATER MAIN EASEMENT, REC 8/16/18, INST NO 2018-0328464 KaM M AREA VI GULF COURSE TRACT BOUNDARY LIMIT OF GRADING 114 V Irl' PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA BENCHMARK: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL UNDERGROUND UTILITIES OR STRUCTURES SEAL - ENGINEER IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: SHALL NOT CC CE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REP RUED BY THE OV�NER OR THERS AND THOSE ROUGH GRADING PLAN ENCROACHMENT PERMIT AND/ORA SHO ON THE RECOKDS EXA�INED ARE QRpFESS�O� �J`J w u\J ��J �f�f GRADING PERMIT HAS BEEN ISSUED. ALL OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IDI ATED �IITH THEIR APPROXIMATE LOCATION ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, A D EXTENT- THE O R B ACCEPTING THESE 1( �o W. w �� TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDIN aj NG WITH PLANS pR PROCEEDINI�H IMPROVE%NTS �Q Oyo � �2 CIVIL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AG EES TO ASSU E LIABILITY PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN p TO HOLD UNNDERSIGNbD HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF O %� 48-725 VERBENA ROAD CLUB VILLA ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRU TURES SOT J Z Z PALO DESERT, CA 92260 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, CNOT INDICATED / m PH. (760) 275-1553 AT ANDALUSIA DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE - w m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TOR IS 4UIRED TO TAKE DUE N0. 26662 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYA CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY HALL BE THE CONTRACTOR'S RESPONSIBILITY OTTO HER DATE APPR DATE CIV1� CITY ENGINEER s� �P FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 PREPARED BY: LLOYD W. WATSON R.C,E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, SMARK BY 7-1-2690 OF \F SCALE: NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130lJK24 DATE:CALA92` DATE: 8 z® SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER (Z(va-0'a0 - 000 CURVE DATA COURSE DELTA RADIUS LENGTH C8 2°10'31" 1500.00' 56.95' C9 2°10'31" 1536.00' 58.32' C10 1°45'31" 175.00' 5.37' C11 0°23'29" 1536.00' 10.50' C12 0°48'54" 1500.00' 21.34' C13 0°42'01" 1500.00' 18.33' EX 60" DIP IRRIGATION MAIN SEE DIST DWG NO 31394 EX 30' IRRIGATION EASEMENT EX 20' WATER MAIN EASEMENT, REC 8/16/18, INST NO 2018-0328464 KaM M AREA VI GULF COURSE TRACT BOUNDARY LIMIT OF GRADING 114 V Irl' PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA BENCHMARK: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL UNDERGROUND UTILITIES OR STRUCTURES SEAL - ENGINEER IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: SHALL NOT CC CE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REP RUED BY THE OV�NER OR THERS AND THOSE ROUGH GRADING PLAN ENCROACHMENT PERMIT AND/ORA SHO ON THE RECOKDS EXA�INED ARE QRpFESS�O� �J`J w u\J ��J �f�f GRADING PERMIT HAS BEEN ISSUED. ALL OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IDI ATED �IITH THEIR APPROXIMATE LOCATION ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, A D EXTENT- THE O R B ACCEPTING THESE 1( �o W. w �� TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDIN aj NG WITH PLANS pR PROCEEDINI�H IMPROVE%NTS �Q Oyo � �2 CIVIL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AG EES TO ASSU E LIABILITY PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN p TO HOLD UNNDERSIGNbD HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF O %� 48-725 VERBENA ROAD CLUB VILLA ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRU TURES SOT J Z Z PALO DESERT, CA 92260 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, CNOT INDICATED / m PH. (760) 275-1553 AT ANDALUSIA DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE - w m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TOR IS 4UIRED TO TAKE DUE N0. 26662 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYA CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY HALL BE THE CONTRACTOR'S RESPONSIBILITY OTTO HER DATE APPR DATE CIV1� CITY ENGINEER s� �P FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 PREPARED BY: LLOYD W. WATSON R.C,E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, SMARK BY 7-1-2690 OF \F SCALE: NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130lJK24 DATE:CALA92` DATE: 8 z® SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER (Z(va-0'a0 - 000 UNDERGROUND SERVICE ALERT CALL TOLL FREE OAF ORE YO G U 6 811 1 2 WORKING DAYS BEFORE YOU DIG 36 �� 59 $ 12 PAD 446.80 445.23 �"' 1a 445.01 PAD 446.00 TC s6 ' TC 1°2 1 3p, os s2 o �o 444.77 1 so 58 t' ' �� a 7 20 13 PAD 446.40 444.95 \ PAD 445.70 r'o TC o oo. 444.73 -' \ TC o� 2�36� A=1°21'37" L=35.61' 444.77 r' `'' 6'� TRACT BOUNDARY TC 444. ns rn sj sj �p0 � 67 00 ' o . TC \ N 1Q2' COMMON AREA43g 57 C13 14 40 47 2 PAD 446.20 'rn, 444.45 PAD 445.40 N 90°00'00"E 86.00' TC P/L - 4.48' ° Opp � 10' PUE LIMIT OF GRADING ` r' A=1°20'131\ L=35.84' o PAD 5465.90 ��; �`�'o��-"' 444.11 �5 1�2 15 LIMIT OF GRADING 444.37 ���, `roo . TC PAD 445.10 w °�o 10' PUE s`rn \.00 VALLEY GUTTER 0 s s 63 0 p`L VALLEY GUTTER EX TENNIS o o �'. C) N �z 'o0 1 A=2°02'30" 00 L=54.73' 0 16 55 \ �' O �%s, PAD 444.80 SWIM & PAD 445.60 444.10 .<��. 6,19' TENNIS 443.82 `Si9 TC 3� oo. TRACT BOUNDARY 1 21ti 6 3.17' so\ 0 L8 as 54 � 0 � o 17 PAD 445.30 443.84 s; Vol, 443.52 PAD 444.50 TC .00 � \ TCRAJ] RJLJI oo� 53 \ 1 18 PAD 445.10 443.56 �� � ��. 443.23 LIMIT OF GRADING 23� TC PAD 444.20 \ 'oo o TC P/L C> 67 EX TENNIS COMMON AREA s \ c9 \ cp o � s�3 r P/L 'o C) 0, 36 til p0 �o z52 1$ s�5a 1�p. n PAD 444.80 TC '28 ,�$ oo. \ 442.94 19 /j'' ` os �26'0 Tc PAD 443.90 o l2 •o \ \ r'cp\LIMIT OF GRADING LIMIT OF GRADING , 0 442.79 51 �s PAD 444.50 TC N10°4$ 51G P/L� 5418 442.96 X31$ TC 53 $1, �62p R1 O P/L `rcS 1� 442.79 n 442.68 20 o x>• n T C TC \ Q PAD 443.70 o. . N 10' PUE 60' °' 442.54 11 50 10' PUE TC 6A 49 PAD 4444.10 442.54 442.48 VALLEY GUTTER PAD 445.00 �s oo TC TC82' � 442.53 147 93 443.0 PAD 4445.10 442.01 N\�' C�j r I G 2 110.11' .P 0 47 sW T� ° 442.25 443.1 s N PAD 444.80 �v "'u� �_ �- r0 50 /0 109.93' cn TP TC 2 oar 442.73 ' _1 5 '42 N 85°1142"E N 79°4 26 98 Z TCS =106.65 442.26 _ 40.97442.70 13027 Oi' 46 - 443.41 �� �� TP -LP -� 442.50 Tp 66. 442.95 PAD 444.50 �, > �', 10' PUE T%,1°p3�� A O� G TP -Hp 37.82 TC o 443.95 �c57A1 cp L c'.i� �.=02827 442.62 w �z TC �;1° l�9` Mp,RB 1.207°�'' i_ AL1°66 42.40 TC /' 442.19 TC 10' PUE VALLEY GUTTER / p=1°1 6 3 TC 444.27 613.-- 442.22 443.60 /558 �p NP,� TC TC / �D-1682 r 1°1 9� 1 i 442.68 44 L,628 32 r0 50°�O TC 443.36 /pp 04 3 12' TC DL,55 03 .5, 8,3115' x,669 2 �/ p=1675, VALLEY GUTTER O 2, x,11°33 2 R,3pg7 �0 x;68616 • / l 443.49 TCa X155 �1 p,12 22 52 ° 6 07„ R,301D �ti72� „ --"4 i o bo b o C, o � 21 PAD 444.30 ' p N 4. 1j 443.96 r Z o TC 22 1615 / �O 11 z 23 443.56 PAD 444.10 Z N -rob, w PAD 443.80 _ TC 24 CD M PAD 443.50 0 W25 a 443.22 10' PUE o o PAD 444.00 o r j TC o 0o ch o a� z (.6o N oLr) oo OD 26 C) Lr) °r z PAD 444.70 27 PAD 445.30 ZD ") 3:28 o ALL UNDERGROUND UTILITIES OR STRUCTURES REP RED BY THE 0 NER OR THERS AND THOSE $H0 ON THE RECO bS EXA,I�ED ARE INDICATED �yITH THEIR APPROXIMATE LOCATION A D EXTENT. THE 0�i N R B1( ACCEPTI G THESE PLANS OR PROCEEDING WItH IMPROVE NTS PURSUANT THERETO, AG,TO ASSU E LIABILITY AN TO HOLD UNDERSIG��D HARMLESS FOR ANY DAMAGES RESULTING DILLFROM EXISTENCE OF UNDERGROUD UTILITIES OR STRUCTURES tVOT REPORT D TUUUUUO THE UNDERSIGNED, NOT INDICATED OR SHOtN ON THE RECORDS EXAMINED. THE CONTRA cccccGTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER IT UTILITIES OR STRUCTURES FOUND AT THE SITE. O OF CONTRACTOR'S RESPONSIBILITY TO SHALL BE THE ERS STTRUCTURIFY ESOCONCERNEDTBEFOREISTARTNG WORK. COURSE _ 15' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, z° o MODEL g zo PAD 445.20 44.31' MARK BY DATE ENGINEER z 29 0 Q 10.00' 44.30' C17 � ~o 25.00' PAD 444.80 z C18 92°14'53" 25.00' <(n C19 8°00'38" a (D C20 Z 178.00' 31.45' MODEL o oC) � � 30 'D O PAD co PAD 444.50 FLJLJI �R- p 15 PRIVATE ENGINEERING NOTE b.1°18'51„ x.66.50 °�g4c!' gOp `_668 g6 VLIMIT OF GRADING N 67.24 17" R 289 'x. 13 WORK CONTAINED WITHIN THESE PLANSNDERGROUND SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA GRADING PERMIT HAS BEEN ISSUED. UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ALL UNDERGROUND UTILITIES OR STRUCTURES REP RED BY THE 0 NER OR THERS AND THOSE $H0 ON THE RECO bS EXA,I�ED ARE INDICATED �yITH THEIR APPROXIMATE LOCATION A D EXTENT. THE 0�i N R B1( ACCEPTI G THESE PLANS OR PROCEEDING WItH IMPROVE NTS PURSUANT THERETO, AG,TO ASSU E LIABILITY AN TO HOLD UNDERSIG��D HARMLESS FOR ANY DAMAGES RESULTING DILLFROM EXISTENCE OF UNDERGROUD UTILITIES OR STRUCTURES tVOT REPORT D TUUUUUO THE UNDERSIGNED, NOT INDICATED OR SHOtN ON THE RECORDS EXAMINED. THE CONTRA cccccGTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER IT UTILITIES OR STRUCTURES FOUND AT THE SITE. O OF CONTRACTOR'S RESPONSIBILITY TO SHALL BE THE ERS STTRUCTURIFY ESOCONCERNEDTBEFOREISTARTNG WORK. COURSE _ 15' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, N 13°30'36"W 11.59' L5 N 13°30'36"W 44.31' MARK BY DATE ENGINEER 84 5.10' 66 �10a„ 07' N 7 161 P/Lg°41'30"E 156.10' TRACT BOUNDARY TRACT BOUNDARY �A R TYPICAL REAR LOT ALONG GOLF COURSE NTS LINE DATA 20' P/L COURSE 5' 15' L4 N 13°30'36"W 11.59' L5 N 13°30'36"W 44.31' L6 N 10°18'30"W z L8 Q 10.00' 44.30' C17 � ~o 25.00' oW C18 92°14'53" 25.00' <(n C19 8°00'38" a (D C20 Z 178.00' 31.45' o oC) o �LL 'D O PAD co TYPICAL REAR LOT ALONG GOLF COURSE NTS LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA 0 40 60 80 120 200 ( IN FEET) 1 INCH = 40 FT. GOLF COURSE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: oFESs/o W Q U S 0 N E N (, I N E E R N G ROUGH GRADING PLAN TRACT MAP NO. 37790 CIVIL ENGINEERING • LAND PLANNING CLUB VILLA 3 h O O O 48 725 VERBENA ROAD J Z Z PALIV) DESERT, CA 92260 m FPH: (760) 275-1553 AT ANDALUSIA G-� d No.26662 m BRYAICMCKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 CITY ENGINEER (9;,, CIVIL �P PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. APPR DATE _ / q SCALE: REVISIONS EXP. DATE 9/30/20 DATE: % ! - Z6�-fJ OF CN- �F _ FOR: W.O. DATE: DATE: �► 2 Z® SCALE AS SHOWN SUNRISE LQ, LLC LINE DATA COURSE BEARING LENGTH L4 N 13°30'36"W 11.59' L5 N 13°30'36"W 44.31' L6 N 10°18'30"W 28.00' L8 N 90°00'00"W 10.00' LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA 0 40 60 80 120 200 ( IN FEET) 1 INCH = 40 FT. GOLF COURSE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: oFESs/o W Q U S 0 N E N (, I N E E R N G ROUGH GRADING PLAN TRACT MAP NO. 37790 CIVIL ENGINEERING • LAND PLANNING CLUB VILLA 3 h O O O 48 725 VERBENA ROAD J Z Z PALIV) DESERT, CA 92260 m FPH: (760) 275-1553 AT ANDALUSIA G-� d No.26662 m BRYAICMCKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 CITY ENGINEER (9;,, CIVIL �P PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. APPR DATE _ / q SCALE: REVISIONS EXP. DATE 9/30/20 DATE: % ! - Z6�-fJ OF CN- �F _ FOR: W.O. DATE: DATE: �► 2 Z® SCALE AS SHOWN SUNRISE LQ, LLC CURVE DATA COURSE DELTA RADIUS LENGTH C14 18°08'01" 160.00' 50.64' C15 18°08'01" 178.00' 26.34' C16 17°52'33" 142.00' 44.30' C17 86°47'54" 25.00' 37.87' C18 92°14'53" 25.00' 40.25' C19 8°00'38" 178.00' 24.89_]' C20 10°07'23" 178.00' 31.45' LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA 0 40 60 80 120 200 ( IN FEET) 1 INCH = 40 FT. GOLF COURSE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: oFESs/o W Q U S 0 N E N (, I N E E R N G ROUGH GRADING PLAN TRACT MAP NO. 37790 CIVIL ENGINEERING • LAND PLANNING CLUB VILLA 3 h O O O 48 725 VERBENA ROAD J Z Z PALIV) DESERT, CA 92260 m FPH: (760) 275-1553 AT ANDALUSIA G-� d No.26662 m BRYAICMCKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 CITY ENGINEER (9;,, CIVIL �P PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. APPR DATE _ / q SCALE: REVISIONS EXP. DATE 9/30/20 DATE: % ! - Z6�-fJ OF CN- �F _ FOR: W.O. DATE: DATE: �► 2 Z® SCALE AS SHOWN SUNRISE LQ, LLC NOTE: AT BUILDOUT, VEHICLE ACCESS TO CUL-DE-SAC WILL BE RESTRICTED BY RETRACTABLE BOLLARDS. s l LF Lr OU 11D, I LIMIT OF GRADING TRACT BOUNDARY - OPTIONAL 4.0'± // RETAINING WALL TOW 446.00 1 EX CATCH BASINS t 1 If t i ( I I I 1 t EX IRR BOX EX 12" DIP WATER MAIN (TP 437.26) \ HE EY 2 SIl Il E EV A "-TRACT BOUNDARY EMS tl NG P'lIN AND MWS F_FAlVL ll EX 8" VCP SEWER MAIN tJ L N N � �� lUJ AREA SEE DIST DWG 33370 �`I �I �5� ��� I L.1111 i l X0 6 EX WATER VAULT FH TC 437.08 JOIN EX \ EX IRR BOX PROVIDE TEMPORARY PARKING LOT ACCESS 1� JOIN EX \0 7A 439.44 \ �O•, TC TRACT BOUNDARY 43 TC .44 3 \ i w . `.� i LIMIT OF GRADING W . 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PAVEMENT 02 REMOVE EXISTING V-GUTTER/CURB SAWCUT EXISTING PAVEMENT {�4 REMOVE LANDSCAPE AS NECESSARY �5 TEMPORARY 3" A.C. PAVEMENT © PLACE TEMPORARY BARRICADE 0 40 60 80 120 200 GOLF COURSE =1IT76' A=6'43'31" 42 R=400.00' L=46.95' (IN FEET) 4� a4 T=23.50' 1 INCH = 40 FT. ILIMIT OF GRADING UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE YQ Ci �fj U O U. LAKE 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE EN INEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES ROUGH GRADING PLAN SHALL NOT COMMENCE UNTIL AN REPORTED BY THE OWNER OR THEIRS AND THOSE r p ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOWN ON THE RECORDS EXAMINED ARE �J GRADING PERMIT HAS BEEN ISSUED. OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DICATED WITH THEIR APPROXIMATE LOCATION Q�OFESSJ ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A�D EXTENT, THE OV�NER, BY ACCEPTING THESE TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING WITH IMPROVEMENTS �O O W ��T C (� CIyiL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AGREES TO ASSUME LIABILITY ��� O� S 48-726 VERBENA ROAD CLUB VILLA 4 AN p TO HOLD UNDERSIGN D HARMLESS FOR ANY O PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES DAMAGES RESULTING FRO EXISTENCE OF 2 Z PALM DESERT, CA 92260 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT m PH; (760) 276-1553 AT ANDALUSIA DESIGN HEREON, IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED W m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOW ON THE RECORDS EXAMINED. THE No. 26662 z, REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTOR IS R QQUIRED TO TAKE DUE BRY MCKINNEY. P.E. RCE NO.49418 EXP. 3-31-22 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY iElSURES TO PROTECT THE PRIVATE ENGINEER SHALL BE RESPONSIBLE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER 0 CIV1� �� STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES FOUND AT THE SITE. IT q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE J- SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, NOTIFY THE O ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: I ZOZd OF CAL. W.O. DATE: �V1y DATE: (o d SCALE AS SHOWN SUNRISE LQ, LLC APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 'fib -coo - ,v-vvv-:;' LINE DATA COURSE BEARING LENGTH L7 N 62°40'14"E 22.00' L8 N 90°00'00"W 10.00' L9 N 90°00'00"W 82.42' PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA CONSTRUCTION NOTES: a REMOVE EXISTING A.C. PAVEMENT 02 REMOVE EXISTING V-GUTTER/CURB SAWCUT EXISTING PAVEMENT {�4 REMOVE LANDSCAPE AS NECESSARY �5 TEMPORARY 3" A.C. PAVEMENT © PLACE TEMPORARY BARRICADE 0 40 60 80 120 200 GOLF COURSE =1IT76' A=6'43'31" 42 R=400.00' L=46.95' (IN FEET) 4� a4 T=23.50' 1 INCH = 40 FT. ILIMIT OF GRADING UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE YQ Ci �fj U O U. LAKE 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE EN INEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES ROUGH GRADING PLAN SHALL NOT COMMENCE UNTIL AN REPORTED BY THE OWNER OR THEIRS AND THOSE r p ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOWN ON THE RECORDS EXAMINED ARE �J GRADING PERMIT HAS BEEN ISSUED. OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DICATED WITH THEIR APPROXIMATE LOCATION Q�OFESSJ ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A�D EXTENT, THE OV�NER, BY ACCEPTING THESE TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING WITH IMPROVEMENTS �O O W ��T C (� CIyiL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AGREES TO ASSUME LIABILITY ��� O� S 48-726 VERBENA ROAD CLUB VILLA 4 AN p TO HOLD UNDERSIGN D HARMLESS FOR ANY O PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES DAMAGES RESULTING FRO EXISTENCE OF 2 Z PALM DESERT, CA 92260 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT m PH; (760) 276-1553 AT ANDALUSIA DESIGN HEREON, IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED W m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOW ON THE RECORDS EXAMINED. THE No. 26662 z, REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTOR IS R QQUIRED TO TAKE DUE BRY MCKINNEY. P.E. RCE NO.49418 EXP. 3-31-22 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY iElSURES TO PROTECT THE PRIVATE ENGINEER SHALL BE RESPONSIBLE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER 0 CIV1� �� STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES FOUND AT THE SITE. IT q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE J- SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, NOTIFY THE O ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: I ZOZd OF CAL. W.O. DATE: �V1y DATE: (o d SCALE AS SHOWN SUNRISE LQ, LLC APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 'fib -coo - ,v-vvv-:;' CURVE DATA COURSE DELTA RADIUS LENGTH C21 0°27'59" 3079.00' 25.07' C22 2°39'28" 400.00' 18.56' C23 5°38'22" 264.00' 25.99' C24 0' 19'20" 3255.00' 18.31' C25 40°30'46" 160.00' 113.13' C26 0°51'49" 300.00' 4.52' C27 5°04'44" 129.00' 11.44' C28 84°44'45" 40.00' 59.16' C29 49°15'09" 40.00' 34.38' C30 35°29'37" 40.00' 24.78' C31 27°06'40" 40.00' 18.93' C32 75°10'40" 40.00' 52.48' C33 102°17'20" 40.00' 71.41' C34 55°51'25" 40.00' 39.00' C35 62°3735" 20.00' 21.86' C36 52°37'03" 20.00' 18.37' C37 45°13'10" 147.00' 116.02' C38 38°15'38" 134.00' 89.48' PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE PUE = PUBLIC UTILITY EASEMENT INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA CONSTRUCTION NOTES: a REMOVE EXISTING A.C. PAVEMENT 02 REMOVE EXISTING V-GUTTER/CURB SAWCUT EXISTING PAVEMENT {�4 REMOVE LANDSCAPE AS NECESSARY �5 TEMPORARY 3" A.C. PAVEMENT © PLACE TEMPORARY BARRICADE 0 40 60 80 120 200 GOLF COURSE =1IT76' A=6'43'31" 42 R=400.00' L=46.95' (IN FEET) 4� a4 T=23.50' 1 INCH = 40 FT. ILIMIT OF GRADING UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE YQ Ci �fj U O U. LAKE 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE EN INEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES ROUGH GRADING PLAN SHALL NOT COMMENCE UNTIL AN REPORTED BY THE OWNER OR THEIRS AND THOSE r p ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOWN ON THE RECORDS EXAMINED ARE �J GRADING PERMIT HAS BEEN ISSUED. OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DICATED WITH THEIR APPROXIMATE LOCATION Q�OFESSJ ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A�D EXTENT, THE OV�NER, BY ACCEPTING THESE TRACT MAP NO. 37790 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING WITH IMPROVEMENTS �O O W ��T C (� CIyiL ENGINEERING • LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AGREES TO ASSUME LIABILITY ��� O� S 48-726 VERBENA ROAD CLUB VILLA 4 AN p TO HOLD UNDERSIGN D HARMLESS FOR ANY O PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES DAMAGES RESULTING FRO EXISTENCE OF 2 Z PALM DESERT, CA 92260 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT m PH; (760) 276-1553 AT ANDALUSIA DESIGN HEREON, IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED W m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOW ON THE RECORDS EXAMINED. THE No. 26662 z, REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTOR IS R QQUIRED TO TAKE DUE BRY MCKINNEY. P.E. RCE NO.49418 EXP. 3-31-22 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY iElSURES TO PROTECT THE PRIVATE ENGINEER SHALL BE RESPONSIBLE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER 0 CIV1� �� STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES FOUND AT THE SITE. IT q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE J- SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK, NOTIFY THE O ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: I ZOZd OF CAL. W.O. DATE: �V1y DATE: (o d SCALE AS SHOWN SUNRISE LQ, LLC APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 'fib -coo - ,v-vvv-:;'