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06-2473 (BLCK) PlansN I GENERAL MOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CIN OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CIN OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CIN 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. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11LITES BEFORE COMENCING WORK. HE AGREES TO BE, FULLY RESPONSBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONBISBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CIN ENGINEER. TRAFFIC STRIPING LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CIN ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLAINS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 10. 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 - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEAND 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 CIN ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CIN OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CIN STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE (MADE INSPECTION AND PAVING. 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, DEUNEATED LIGHTED IN CONFORMANCE WITH THE CALTRANS' 'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (22) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (-UPPER COURSE): IIIA -C2411-4000 BASE COURSE (LOWER COURSES): 1I8 -83 -AR -4000 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE . 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 CONTENT'S FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTRS DESIGN MIX APPROVAL. CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND BEESLOW SETTING ANIONIC EMMULSFIED ASPHALT IOYNPE*SS-1H'TCONFORMING TTOl SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD- 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL OR MATCH IN A MANNER SATISFACTORY TO THE CIN ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN ALL, REPLACEMENT, AND EXISTING IMPROVEMENTS AIND/OR ECOLOLD hP LAMING uAS NCUTTING, 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINN. GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "Sr FOR SEWER, "G" FOR GAS, AND 'E' FOR ELECTRICAL POWER. UNDERGROUND 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. GRADG RTES'�Riverside,� �I1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING In the ity of La U � fornia REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 03-10-847,L DATED: OCTOBER 30, 2003AC U PREPARED BY: EARTH SYSTEMS SOUTHWEST 0 ff' a Ao"O"' io 320vt 79811 B COUNTRY CLUB DRIVE "(OODORHT1=1 I BERMUDA DUNES, CA 92201 TELEPHONE N0. (760) 345-1588Ar It D" PROJECT 109386-01 DING, .2. THE SOILS ENGINEERAND THE ENGINEERING GEOLOGIST SHALL EXERCISE PR1'SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING . I RECRhA BLDGE GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, At1 V�-`Am V NG u2? SPECiFICATiONS, AND CODE WITHIN HOS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE COURO� 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. AVENLE 52 GRAYTHORN WAY 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER ; _..,..... ._ UNBERGROUND A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. -._-.--- t RETBINTI0IV BASIN X10=1,&... __ _+_ _ P$R-',S'�'ORlif . __..... _ 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BEA ! Q10Q=2.6. 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%. Z7_1 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT _ _ --- ' --, 3 2 I _ 21� r 25 2s OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 10 ? LOT. f 1 , 7010 OR LQUIVALENT AS APPROVED BY THE CIN ENGINEER.. FIELD DENSITYOPEN "� 6 5 CB wQ f SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING ODE r r 1 - SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CIN ENGINEER. JEFFERSO =ST'S �' CB B5 2 4 I - F zq I �' I 27 + l.r -, 1 =1.0 19 Qi I 22 SAGE LANE t ;. 7 100=0. ► - 110. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3' A.C. UIVDERGROY ID - i OVER 4.5' CRUSHED. A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED RETENTION BAS � � E � AFTER ROUGH GRADING TO OETERMIF-IE EXACT SECTION REQUIREMENTS. THE PER STORM D N - -- CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. IMPRO)VTM NT F S - s _- 9 J, R 12 1 m 18 ' __..__._..__29 m 11: 1 .0 84-1 iS 1 111. THE ^ITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL. STREET � � 109 m n o14 1 =0.7 SECTIONS AFTER SUBMITTAL OF R' VALUE TESTS FOR ROADYWAY SUBBASE. t 1108 f 10 v 11 c3 L 1 0- 70' Y Q10=0. 0100=1.3 31 1 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL aD ` t I ( 110 15 s' _ _LOT__._ ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH t 1 + LOTmKw (HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF j 107 _ �1�®_ 112 16 ALL FILL PALLED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL + I L _ �I ri" ` 33 3z i EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. ` t 106 13 137 r+ 138 I i 113. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ' • p\ 105 1114 I 139 135 O ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST i t _ _ CB 3-2 B4-31,+ C 4;36 - SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, Q10= •Q i WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH i i R �a� Q10 1A 138 1 =0.9 ,[ 0100 1;4 37 _. i 0 - TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO �Q10 0.9 104 a is 115 116 1 0=1.3 I : VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD JEFFERSON #T I t � I � 135 140 r £ - TECHNICAN. t A4 -�•_ j ioT -r I ( I L .. _. _ LOT _-, I w = '� _ DESERT IS N 14. ALL UNDERGROUND FACUITES, WITH LATERALS, SHALL BE IN PLACE AND UNDERGROUN �� 11102 101 117 134 I 1 141 42� RETENTION SIN INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: I I i +j 118 B3-2 , I CB 3.39 SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. PER STORM RAI_N- t I - C C 2 1 _ • IMPROYEMEN PL = I (Q100 0}6 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL I Jr 2_1 ° nn1100 03 120 133 1 0=2.5 41 I >- i , 010= .7 100 1 ie 142 _ I 40 i ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT, THE BACKFILL IS 1 t '110100 1.0 SHEET INDEX: SHEET 1 COVER SHEET SHEET 2 -PRECISE GRADING, DRAINAGE AND PAVING PLANS APPROVED FOR PERMITTING: �A; is �►��•>•�;�� �0l1►i'�ji�il %'HARJU TUNGING AND SAFETY DIRECTOR QUINTACITY OF LA PLANNING AND ZONING COMPLIANCE: 4 'wi 1-1 1 U S R. EVANS DAT COMMUNITY DEVELOPEMENT DIRECTOR CITY OF LA QUINTA LEGEND """m To NOT SG►LE ---------P.U.E. SIDEWALK LINE CENTERLINE SOILS ENGINEER CERTIFICATE - S S SEVER RIGHT-OF-WAY THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS PRECISE GRADING PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS W W WATER CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY - - PROPERTY UNE EARTH SYSTEMS SOUTHWEST, PROJECT No. 09386-01, REPORT No. 03-10-847, DATED OCTOBER 30, 2003, AND UPDATE LETTER BY - - -- -- - -- -- SLOPE SETBACK EARTH SYSTEMS SOUTHWEST, PROJECT No. 09386-01, REPORT No. 05-10-838 , DATED OCTOBER 27. 2005 - DRAINAGE FLOW ----- EARTH SYSTEMS SOUTHWEST -&------- ------'L- BANK SLOPE 79811 B COUNTRY CLUB DRIV �OFESSjO BERMUDA DUNES, CA 922 pQ �Yq XG S. mw DRAINAGE DIRECTION (760) 345-1588 112 LOT NUMBER CE31I234 43/31/07 FF=27.315 FINISH FLOOR ELEVATIONEV• DATE CRAIG S. HILL, CE 38234. sqC PAD=26.85 PAD ELEVATION F � CA1.iF4 SUITABLE FOR THE INTENDED USE. I ;► ,; 49 132 44 .: 3 1/:e A.C. OVER 4 11t C.A.B. UTILITIES 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR j t I 1 j 121 s SEPARATE BUILDING PERMIT(S). I ; _ i ( ?- 6" P.C.C. OVER 4 1 /2" C.A.B. WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 / E ...� -98- �7 -� 1 B 1-2 113 / .`'`' 1 SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF 1 t STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT ' f + �• GAS THE GAS COMPANY 1-800-427-2200 L . Q1 0.9 ` n-rrm-r-n EXTRA DEPTH (FOOTING) t 1 10 0.4 124 129 TELEPHONE VERIZON 1-800-483-5000 IMPROVEMENTSBY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE i _ :1 .1 0 1 123 ,( NT10N INFILTRATION FACILITIES THE CONTRACTOR I I 01 0.7 - OF STORM DRAINAGE RETE / I t Q p•g / : s SCREEN WALL ELECTRIC IMPERIAL IRRIGATION DISTRICT 1-800-303 7756 SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE t -_.�T� ►--�.. I TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE I Q 1 ' CABLE N TIME WARNER 760-340-1312 FACILITIES. i + ; O1 C B6- C B 2 _1 g .. 1.1 ROSEIIOOD AVE / _T, RETAINING WALL '.i 1 Q1 =1.0 125 Q10=0. � OTO= , .� TENNIS CT '18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL 4 ; Q1 + ; Q100=1 `-Fa ' ` i ` UNDERGROUND 25.00] PROPOSED ELEV. TR. 33220 OWNER / Di =VELOPER MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR T RETENTION BASIN THIS PROJECT. iS 1 \ -� 000000 ACCESSIBLE ROUTE � , ,� PER STORM DRAIN,JT' r1KA1=S LLC _-- TQC'-v[vvac..T �.tiw���b.�:-{ c.�v•.......... .. :..... ....... UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT. LEAST TWO PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DEUNE TED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALJD. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMNG EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 1-(800) 227-2600 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FPOM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PRIVATE ENGINEERING NOTE 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 OR 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 AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, • IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DESIGNED BY: 61 1 - a CB B1-1 92\,�` f IMPROVEMENT PLANS 47 ®`L 79-700 AVENUE 50 ((76 0)) 564-6555 7 Q10=1.0 50 La Quanta, CA 92253 FAX (760) 564-6505 JEFFERSON IS / ' - ' ` 1 Do= .,. 0 ® ABBREVIATIONS ROSBYOOD A , , 1 86 So BASIS ®'F= BEARING UNDSRGROUNDI I + •5�'� 9 EAST RETENTION B SIN ? 'w- 85 'o Fo ti�� \ 51 ` N NORTH THE BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF PER STORM D N '; 3 I ops/ X ,, •O�'� 52 p` S SOUTH JEFFERSON STREET BEING NORTH 89'46 02" EAST, AS SHOWN IMPROVEMENT58 W WEST BY PARCEL MAP NO. 8961 FILED IN BOOK 44, PAGES 67 AND 68 ? 0 6 83 0 �,. / AC ASPHALT CONCRETE OF PARCEL MAP BOOK, IN THE OFFICE OF THE COUNTY RECORDER, BC BEGINNING OF CURVE RIVERSIDE COUNTY, CALIFORNIA. PCO �� 5 JEFFERSON STI ; t i ® o C&G CURB AND GUTTER /' \81 6© p 56 C/L RA "HORN ICT � � ` � CENTERLINE LEGAL DESCRI'P'TION UN ' + ti \� / �'® \ •S D DEPTH } p 61 �' ,' DIR DIRECTION PARCELS 1 AND 2 AS SHOWN BY PARCEL MAP 8961, ON FILE IN BOOK 44 RETENTIONBAST . EA EACH / PAGES 67 AND 68 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PER STORM( DRAT 78 o opo IMPROPEMENT P S r s6 0.0 �� EC END OF CURVE - -f # 77 64 f ED EXTRA DEPTH (FOOTING) ESMT. EASEMENT ASSESSOR PARCEL Pll'1'BERS 67 V- EX EXISTING r f ` ( 772-410-022 INV INVERT 772-410-021 LAT LATERAL 76708 �• rf LF LINEAR FEET + ; a o:-=- ✓' f EA EACH JOTES: i + ,+ 75 72 69> MAX MAXIMUM is NO NUMBER THESE PLANS ARE TO BE USED IN CONJUNCTION WITH THE NTS NOT TO SCALE "LANDSCAPE CONSTRUCTION DOCUMENTS" PREPARED BY "DTJ DESIGN". • y! 73 = PA PLANTING AREA O PCC POINT OF COMPOUND CURVE SEE SHEET 2 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES 0 r PCU PRECAST CONCRETE STRUCTURE 11 t (RETENTION BASIN) THE EXTERIOR FINISH OF. THE PERIMETER WALLS AND CONCRETE N GAAP PRC POINT OF REVERSE CURVE PAVING SHAD_ BE AS SPECIFIED ON THE co SCALE 10= 100 PROP PROPOSED "LANDSCAPE CONSTRUCTION DOCUMENTS". , PUE PUBLIC UTILITY EASEMENT Z RW RIGHT-OF-WAY ORNAMENTAL FENCING SHALL BE CONSTRUCTED PER DETAILS AND SW SIDEWALK SPECIFICATIONS AS SHOWN ON THE "LANDSCAPE CONSTRUCTION DOCUMENTS`% � TYP TYPICAL FG FINISHED GRADE HORIZONTAL LAYOUT OF ALL SITE FEATURES SHALL BE PER PE PAD ELEVATIONS SHEET LL -5 OF THE "LANDSCAPE CONSTRUCTION DOCUMENTS". ,q CRY AP6�TONED DRAW TC TOP OF CURB PROJECT NOTES: FF FINISH FLOOR THIS PROJECT SITE LIES WITHIN FEMA FLOOD ZONE X, PER COMMUNITY PANEL PIANS FOR CATCH BASIN SMS de FL FLOW LINE NUMBER 060709 0005 B, MAP REVISION DATE: AUGUST 19, 1991. LLI 1. HOME OWNERS ASSOCIATION WILL MAINTAIN ALL LANDSCAPING, Q'8° -PLM( SET Na 05151 FLG FLOW UNE OF GUTTER STORM DRAINAGE AND RETENTION FACILITIES, INCLUDING AREA DRAINS. TRW TOP OF RETAINING WALL CITY Of LA QUINTA TS TOP OF SLOPE Q 2. M!N",MUM SLOPE FOR AREA DRAIN PIPING SW1LI. BE 0.50% FLOOD ZONE DESIGNATION TSW TOP OF STEM WALL Plan Set No. m ZONE X TOP OF WALL TIFF TOP OF FOOTING S.D.P. 2404 799 -0:?) V PREPARE UNDER THE DIRECTION OF: n IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA M O R S E 78-900 Avenue 47 (� Q�pfESS/p DATE: i Suite 208 'CODORN�ZO TRACT No. 32070 1 0 I Lo Quinta, CA 92253 D 0 K I C H PRECISE GRADING, DRAINAGE SHT. _0 STANLEY C. MOR P. DATE 9 3® ®7 Voice: 760-771-4013 `�► zR.C.E. S C H U L T Z -771-4073 �r N No. 20596 FAX: 760 �, R 20596 mdsla uinta �. ®mdsconsultin .net d Exp. 9-30-07 APPROVED BY: AND PAVING PLAN FOR REC. of SHTS. * PC ?* Uj ® ! ®` PLANNERS ENGINEERS SURVEYORS BLDG., POOL Q TENNIS CO,UR Ui IVIL� DATE: Z B E N C H M A R K: PD -103-3-70 FD. 1 1/4 O.D.I.P. FILLED W/ CONC. IN 5 BLDG., Vl U pc CgL�4 SCALE: SEE ABOVE 330' NORTH OF C.L. INT. OF PORTION OF N.W. 1 /4 SEC. 9 T.6S. R.7E. S.B.B.&M. Uj REVISIONS APPR. DATE O.D. CONI. COLLAR ON. 0.6, � � IMOTHY NA N EXP. DATE 12 31 06 WASHINGTON STREET do 520 AVENUE do 6.2' SOUTH OF PPS! 96927D. F.II:V. 540.110 im DRAWN BY: CHECKED BY: CITY ENG( R R.C.E. 45843 DATE: NOV., 2005 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: RJT HOMES, LLC W.O. N0: C- e FILE: 1: \ 43910\ PG\ PG-CLUBH0USE 1 6-02-06 CONSTRUCTION NOTES AND QUANTITIES '� �'` . // 26, 0 FF=27. 0 1. INSTALL 4'-0" RETAINING WALL x 12' WIDE, WITH ATTACHED FENCE 16. EXISTING 18' H.D.P.E. STORM DRAIN PIPE, PROTECT IN !PLACE 25. INSTALL 6" THICK CONCRETE PAVEMENT ON C CAB. 1,660 S.F. r !X� X ?``., f (.T 1 PRECISE GRADING _,AREA 10 PER DETAIL 7, SHEET SD -1, "LANDSCAPE CONSTRUCTION DOCUMENTS". » �,f` r. ` . ... ,'_ N. 05131 17, CORE EXISTING STORM DRAIN STRUCTURE 26. INSTALL 4 THICK CONCRETE PAVEMENT ON 4 CAB. - 401 S.F. x �' \ (? ? 27.46 SHT 4 OF 10 27.46 2. INSTALL 5'-0" RETAINING WALL x 18" WIDE, PER DETAIL 5, AND INSTALL 6" OR 8" P.V.C. CONNECTION. 9 EA , '\ \�' \ f ? , BGS ` . 0 SHEET SQ -i "LANDSCAPE CONSTRUCTION DOCUMENTS". - 27. INSTALL 1 WATER SERVICE. 6 LF. � 1r ; �., _. ` /-<� 26F5 FS FS 18. INSTALL 6' MEDIAN CURB PER CITY OF LA QUINTA STD,' 210. -14 LF. "iX\ ,.,%� \ 7 = , a ` 26,9 3. INSTALL TENNIS SEATING, TYPE A, PER DETAIL 3, 28. INSTALL 4 V.C.P. SEWER LATERAL___13 LF. �� ti \t' ^r,r �r \'f�(? �C �:': 46 . " 4" THICK CONCRETE ACCESS RAMP / ! .� ' �� - ;�'' , 4 / ` .: ' 4 ` \ :2 7 T ?� HP _ 4.00 45 * SHEET SD -1, LANDSCAPE CONSTRUCTION DOCUMENTS". 19. INSTALL 6 WIDE x L tis FF -27.50 PER SECTION AS SHOWN ON THIS SHEET, 2 EA. 29. INSTALL 1" WATER SERVICE, 6 LF. • 0� DETAIL s i`, f26.0 °s\ �ho� PAD=27.00 26.8 i ti`° �0 4. INSTALL TENNIS SEATING, TYPE B, PER D \ �; * SHEET' SD -1, 'LANDSCAPE CONSTRUCTION DOCUMENTS". 20. INSTALL 4" THICK CONCRETE PAVEMENT, 5'-0" SCORED PER 300. INSTALL 4' V.C.P. SEWER LATERAL _13 L.F. x �: :x , ` x: T ` ' '.: �O` '� 26.8 FL 26.9 26.9 SCORING LAYOUT AND SPECIFICATIONS SHOWN . HP HP HP ! 27.1 5. INSTALL 6'-0" (FREESTANDINGO FIN WALL x 12" WIDE ON SHEET LL -5, 'LANDSCAPE CONSTRUCTION DOCUMEN1rS".1,159 S.F. / < ' *` ,�f ' 26 \. PER DETAIL 1, SHEET SO -4, "LANDSCAPE CONSTRUCTION DOCUMENTS". r ; X ' R • ; �.' h . 't f5 `� » , :, s�9s. 1� �F FG TT 21. INSTALL 4 THICK CONCRETE PAVEMENT, 10'-(f SCOREID PER / .� �.' •�(' / / / �, .. 0.5% 0.5% o 6, INSTALL 5'-6" (FREESTANDING) ACCENT WALL x 24" WIDE, SCORING LAYOUT AND SPECIFICATIONS AS SHOWN ON SHEET LL -5, j R ' f" ` * PER DETAIL 2, SHEET SD -1, -LANDSCAPE CONSTRUCTION DOCUMENTS". "LANSCAPE CONSTRUCTION DOCUMENTS'. 3,193 S.F. ! <' t < rl r ?<' \ �` ®...d I 26 26.7 < •'7-= 3: \ f T ' W 105. 1' � HP 7. INSTALL POOL ENTRY WALL WITH WATER FOUNTAIN, 22. INSTALL 18' WIDE CONCRETE ACCENT BAND, PER LAYOUT `• `� �'� `,� 2 .6 . Gj\Y�, ,X fC / < F Nib: ' FS♦ �G 12 * PER DETAIL 1, SHEET SD -1, AND DETAIL 5, AND SPECIFICATIONS ON SHEET LL -5, `., \ ,: '' S �..:' .'\. •• " "LANDSCAPE CONSTRUCTION DOCUMENTS". 'LANDSCAPE CONSTRUCTION DOCUMENTS". 133 S.F. a��,� n ' :,� DcrO • 27.00 .27.10 �` 3 �``� 27.10 27.00 - �O q �� �C i<. K�� ;/,/ } `l'� �L �' =\:=\ FS 5. FS o F5 27.00 FS 10' 25�G z INDICATED, 12" TREAD, 23. INSTALL TENNIS COURT PAVING PER DETAIL 8, SHEET SfD 1, r �Q \. \;� (: '� ��, 2% �� ' 8. INSTALL STONE STEPS, RISE ASI PER PER DETAIL 3, SHEET SD- i, * "LANDSCAPE CONSTRUCTION DOCUMENTS", OR E �\ ,5®/' . /' n �`\ - �.��Oi -• `'� , •26 p {' Po 21 6. :'' : \` ``` FS SERVICE DRIVE / PEDESTPIAN' WAIS FS w �3 "LANDSCAPE CONSTRUCTI N DOCUMENTS". 46 S.F. TENNIS COURT CONTRACTOR'S SPECIFICATIONS. / /`t��,�y,Q�, ;'\ i� f!' / / _x/<�Q `10 D%'•-� 1t.. Q ELo,� / `' ��`;``''`: % ,. \•��, �'{' f + `�\Q / - 56 ' ' '10 �,(33.17)TW ` 24. INSTAL 6' THICK "CONCRETE DRIVEWAY APPROACH" PER \ %� ' \O P00L ` PA PA 9. IN PERIMETER FENCE, 5'-0" MINIMUM HEIGHT, l t jt <. : C \ ,�, ` _,c cV �.\ _ �c PER DETAIL 2, SHEET SD -3, "LANDSCAPE CONSTRUCTION DOCUMENTS". CITY OF LA QUINTA STD. 221. i Q� / '\ ,� / { ' !'\; \ / \, i `" ' r'� FS (28.5 i) TRW x, EQUIP 27 80 nv �\ FS FS t 3 `'' z AI 3 SHEET SO r �' ! ,% 2 21.17 7F Z 10. INSTALL 4'-0' WIDE GATE, PER DET L , \ / �; . • \\ ��h�1 27.30 h .' ,\`�0,5 �;'. 2 4 7 TF 2\ \� P.A. N 22p0 o w I� �,/ * 'LANDSCAPE CONSTRUCTION DOCUMENTS". �' ` ; '{ !�, ;� , 21 13 TF I F '� BLD 27'8° Tw Fs � -- - - ,\= ; << < ` ,� /• / \a, s • 1pc�'\ 10 `� 26. 7_6 1 2' \\\y \ 17 �, I 2 <. 00 11. OMITTED �' �. < P / Qo 8 RISERS `�� :`� i 40 33.17 TW 27.30 0 12 Q 12. INSTALL 6' NDS, NO. 605 GRATE, INLET ` h < FS _._._ _ ______ .___._... - . ;, i � � 21 �,,,, • : I- - . �''� S-0.0615 51 TR W/NDS N0. 101 SPEED -D BASIN. 9 EA. '�s z `y, ?3 ?% y - cj . _ ..._ _ �c3`.. -- -- - _.. ..... _....... _.. _ 26.50 TF W r j 80 I - -- - --�'1 t� 6" P.V.C. SDR 35 STORM DRAIN \ / ; \ �. ;� , � \ \' / i�f AG,' � � , •>,, i � � -•------•------ ---- - - --- 13. INSTALL ) % �T ' , Q , co ori 1 ����� 2 61� `ti�h 4 �"� © 14 <l�l'��CO 23 x ; <. 4 . �, �, n \ r , ` j .� ri �, �,. ... ti0 1 ti'L 6 g A 23.80 FS3... PIPE (0.5t% MIN. SLOPE) UNLESS SHOWN ON PLAN, 180 L.F. •% �• \ 3 8" P.V.C. SDR 35 STORM DRAIN 9 r_ ° ! O 1 �1 9 2� FS _ ...... �. _.. �`1% - s �� 00 U 14. INSTALL ( ) � � � � ^ ' ( ^� �ij � _ Cn PIPE (0.5% MIN. SLOPE) UNLESS SHOWN ON PLAN. 41 L.F. 14 O fs , �G�o J 12 ti� - �, 14 v �. \J c, 15. INSTALL "JENSEN PRECAST° MODEL N0. 01242448 DRAIN INLET, r 1 t 5=0.1.5 -'-- ..- Qt' %°' Q `�°� Q r _ 5, WITH MODEL N0. SG242401P (PEDESTRIAN) FRAME AND GRATE. _ ! EA. ' �•. �,\ / / // � I ', � , 21 o° 22.90 � tso '�®� s -22.6 .....,�p4 _�� 46 '� t L..�J I * ITEM REQUIRES / �/� r 0 SEPARATE PERMIT r ' ` f ,k, ' ., %/ �o ® °. 27F0 y ' ,L6• �4 �cpo�l MH RIM 7 ! MH RIM I 9 MH RIM! 1 14 �¢ r ' Q;{ ti`s' C / 5 rr <, , /` , \ i !` r 1 1/4" DIA. _. - ,r , 2?1( ' \ \ R F 22.33 TF I ! z LOT 143 STEEL HANDRAIL r �h o W w / ; <' • � F�" `� \ . �° ! !I 27.00 TRW , 1 9 0.578 ACR -S I 22.00 TG a a TREAD WIDTH\., ^�• °° 1 ` I 27 00' _. _ --..__.. 3 - .. _ _... _.. - _ ._ ... ... 12 Cn ' S FPO ----� 28.50 TW _ _ 21.43 INV N �g PLUS 1 12" MIN. '�� - '• _ � ! �. ;' _ .. _ ... LO FS .. ." f'\�' �F` QP r , POOL o' PA r , �, �✓ 1 J LLI J 3 m BY SEPERATE PLAN c., J o0� Qc, oo; QVJ � r` \�1 l" ti� �G 6 \ `f ; 21.1 AND PERMIT PA 21.20 28.50 TW 0QV Q �, 14 `'' --� PAINT 2" WIDE r 19 f �K, '<� ,� �- hh F`' F 21 TOP COPING = 27.20 27.00 TRW �pQ i ��0 I I 'ape to U EXIST. SIDEWALK CONTRASTING COLOR ` ' �G �. !'`•,. '�� �6. hh �1®Q FS- 22.33 TRW I EXISTI G UNDERGROUND o STRIPES ON ALL STEPS 6h 26,80 _......._._.. _.. _ __ - Rei ON BASF BELOW t, 26 80 TG 12 TENNIS COURT z /` f`�. �. �\ 0 18 - i P R CITY OF LA QUINTA S BAR ® < ; ti0 �,� < 0 0 �.. 8 - _. E _ 26 00 INV 3 i . , , o a~. 11 P EACH NOSING o, ._.__._._-- IrAN-• N " a a� /�t ; <'J" \ /G '--.. N r i__._..._. -®� SHTS' 2,3,5 & 7?09 ,h �� hh •, � 13 12 11 MIN w • a •. ` 1 •. a • \-/ "( � , 5, ,' % `� ;� ? t_ ...._ I \®� GAJ �A � 7 1 s 60" MAX i +!j (� r\ n' h� I 7 0 pj 90 TG 1 9 °' Q i O `•a °'•/-- \ ' -'ice '<\i��`i ` VfO• II ,� 2V• G s tiff �2 6 3 F. O , I f 6.071NV r yy, ��' p .� -l.. -- a. i 23 00 2 �s ? ?�, ti 33.17 TW e DING A c, ( 21 27.00 FS ,fib ,5^� ® y -- -- - _ - -- - - - - 0.85%' -- - ? d�, 3; . (28.51 TRW A IF ti 1`L' �� �® s��`3�5 3 21.17 TF 4 11 P 0 12 , . a' ' • • 5" THICK SLAB WITH � 'l '• �. �' � r' � .._ _ _ . _ _ - - _ �_�_ - -- ---- _.. ti �•, O •sr,9 Fs 0G �F o •� 6x6 10x10 WWF DN:� 01'c� \\ 21n0 ® 1. _ , 1z SPAS, , ° �'� 1 a '.l, • A .'� t C \\ VO „� 1z I 23 c�, 2 1 i ,". T 6" COMPACTED FILL ' Y !�16�� `�� O 02g•9�.. ° ? O' iti ' \ ~� •.,33.17 TW` ti"� �� F-._ r���`1 �� �► cup �`'' ccr�,, M PA 3 ®, 0 2 g a4 �h N 22 28.51 TRW `.------_._r_ ►� ! 6' 1 2 ^ `' 26.50 TF `•C Fs I <o. ' l ,< 27.00 7.80 `V h EXTERIOR STAIR DETAIL �., \ t_. ®E.._....:: ; N N , . _ . '�° c ; _.. �, - d 2 N 3 ti h 30 14 z 8 `�` 06`x;° 50.\ . 6 027.10 ` I �ti� 1..._ ._ ..�?, FS TW ti`s 0�' 6 `l� _._._ --. 6.25 TG z N.T.S. 1s , r 27.1 ti �' O 12 Z a ;l �` `� r 25.55 INV w ,c TF +r � � �.� 29' 0 h F`' �8 ;:. " r >, o FS > �ti 1-1/4 DIA. '�\\ g0. 6 ', 2FS_'r'_' I \O' 'Q Qi! < �.� .� FS F 8. �6B 2?4 1� 3 Q 0 8 1 17 HANDRAIL dt POSTS \ /`I6- 0 /^� , / \�� 9 ^ w ti�'�v +0 27.60 lam` ^� ,� ;..�% N �G I C'� FS 0 O h O ( 12" MIN. /�'�.. ;\ , . oi` 1 • ';� o 27.00 027.0 26.760 �9,.. 24.94 20 ® 6 fS' S=(0.1742) i% "� ': \ v 12� 60.G ! 2t F'S c� ® F5 ''■*� FS OS- 0 O -� r r 27.4 -. I` 7.60 " N `�' ®� - --- \�L��• I ,X. ��' ti1t�, R EATIO N .86 2 N u� 0.5% _ ._ _ _ rho \',�• , ` E �. 8 2 F BLDG 60 I N \\ i :278 o ,,ti\ , i` ! �` INSTALL POSTS WHEN \ �� ', \ F s PA , �, .�� \,r�1 �,.... ! `�� 1r�, �o� 27.1 __._..........._..__....._.._ 0 n �i �G `'° 27.80 9 "�" � oo > �h � � ti IS ABOVE ` `� \ \,, 1 • tl `� , h' '' 6` N uj N 5' O.C. / , <� FS 00 O F 1, °s 11 HP z7' N TOP OF WALL / { r \ ,(6 1 tx n 9 „' �'� . S �V I" ,<c�,1,pro O \�� T T \ /� ' :rk\ 4� ,�, ` �°�" tib' 0 BOUNDARY ESS s, •' �� �'`<, � ;t, . T ,�,r�` �''�• � '' ,� '��`' `�.a, �' � � \ � TENNIS COURT ACC o ,� °'� '`s J �� h f 27.2 FG RAND' HANDRAL! DETAI� , ; •,. , Ate,w� ,o�. F,¢ 30 N.T.S. ®� 26.9 26.9 TG TG NOTE: GROOVES REQUIRED PER GROOVING DETAIL FROM CITY OF' J ' \ f` \ �` ; \ ` ��: ,� \ 2 j ,v° `ate' r LA QUINTA STD. 250. r �; ; O `L 4' 0 2� 6' `e`f , `<' %r� `�Q . 'e2 , �, �/� �ie`1 MAXX.• ' 49116 M <,fi \ ,X,,, .,� i,�0 c NOTES: \` % Z / / ; 47 �� \ 6'�p WORK LIMITS, 1-011'43 2.0% PAVEMENT �9��` �'`�� ;'k !:` \ \ 4jo O �� �� FOR HORIZONTAL SITE Q �• ` :n f /`.:, ':j \ �� DIMENSIONS SEE SHT � PRECISE G THIS AREA i LL -4 & 5 "LANDSCAPE PER CITY PIAN ET 131 O 3 CONSTRUCTION DOCUMENTS" a PCC SHT 5 OF 10 \\X� \\ \ 50 BY LANDSCAPE ARCHITECT SECTION �, / �4 RAMP 6'- 0" WIDE 10 5 0 10 20 30 ' �: \ `� r'� c CITY of LA QCJINT,� \ n Set No. T� NOT TO SCALE / '\,/`'�/`\ / GRAPHIC SCALE 6�0 52 S.D.P. 2004 ! 99 1"-10' PREP D UNDER THE DIRECTION OF: 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA (TIES PRIVATE ENGINEERING NOTE..' M o R' s E UNDERGROUND UTILITIES Q�oFESSipt,9 DATE: O suite los " OD®RNIZ" TRACT No. 32070 2 T BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY: La Quinta, CA 92253 Q \ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED k, F,'( C. SHT. ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �4 ��, `may D 0 K I C H Voice: 760-771-4013 PRECISE GRADING DRAINAGE a OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED N ,`� �� c> STA LEY C. NORSE EXP. DATE 9/30/07 a TE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �. THEIR APPROXIMATE HE COURSE OR CONSTRUCTION OF THE PROJECT. rn Z R.C.E. 20596 F ! S C H U L T Z FAX: 760-771-4073 �""� THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIIONS DURING T No. 20596 ,,, UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDIING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT '" � � • `"" `� mdslo uintaC�rr,dsconsultin .net AND PAVING PLAN FOR REC. OF SHTS. tu TO ASSUME LIABILITY AND TO HOLD UNDE �* Exp 9-30-07 * APPROVED BY: RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL 16E MADE TO APPLY CONTINUOUSLY AND NOT U LIMITED TO NORMAL PLANNER S ENGINEERS SURVEY 0 R S UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKINIG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DATE: Z -t 6 BLDG,, POOL &TENNIS COURT � REPORTED TO THE U `� OIV11. 1\�' EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFENDI, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM q%�` Qr CA0 SCALE: SEE ABOVE e E N C H MARK: PD-103NC. C FD. 1 1/4 0.330' FILLED Wf C.L.I IN 5 w TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY ANiD ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE O.D. CONC. COLLAR DN. 0.6%SOUTH 330' NORTH OF .L. INT. OF PORTION OF N.W. 1 /4 SEC. 9, T.6S., R.7E., S.B.B.BcM. MEASURESMARK REVISIONS APPR. DATE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTORS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING T OTHY JON ON EXP. DATE 12/31/06 WASHINGTON STREET & 52nd AVENUE do 6.2' SOUTH OF PP# 98927D. ELEV. 540.110 RESPONSIBILITY OR TR NOTIFY THE OWNERS E THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN BY: CHECKED BY: TTY ENGI R R.C.E. 45843 DATE: NOV., 2005 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET 70 AVOID NEGATIVE NUMBERS. FOR: RJT HOMES, LLC - W.O. Ivo: - CONCERNED BEFORE STARTING WORK. FILE: I:\43910\PG PG CLUBHOUSE -2 6-02-06.