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ONST2015-0008GENERAL NOTES 1. ALL WORK SHAWL BE DONE IN ACCORDANCE INTH THE LATEST EDITIONS OF 1H£ STANDARD PIANS CF THE CITY OF 1/4 QUINN AIA THE LATEST EDITOR OF THE STANDARD SPECIFICATIONS FOR PVBUC WORKS CONSTRUCTOR. 2. R SHALL BE THE RESPON518UTY OF THE CONTRACTOR TO APPLY TO THE CiTY OF LA OUNTA PUBLIC VMS DEPAIW_ NT FOR TIE NECESSARY FERMIS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR All CURRENT EM4RONW,IENTAL REGULATIONS CURING THE LIFE OF CONSTRUCTION ACTMTES FOR THE PROJECT. A00MORIAL STUDIES AND/CR PERTATS MAY 8E (COWED. 3. THE CONTRACTOR SKILL OBTAIN ALL PERTATS AS ROARED BUY THE CITY OF IA QUHTA OR OTHER GOVERNING AGENCIES, 4. THE CONTRACTOR SHALL NOTIFY THE CRY Cf LA OUINTA PUBLIC WORKS DEPARTMENT FORTY-OGHT (48) HOURS PRIOR TO ANY GRADING. BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND MIMES ARE SHOWN IN AN APPROXIIMTE WAY ONLY. THE CONTRACTOR SHALL DETERMINE TAE EXACT LOCATIONS OF ALL EXISTING UTUTIES BEFORE CCM►ENGNG WORK. TME CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FCR ANY AND ALL DAMAGES WHICH MGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY MO ALL U1UTES 6. THE CONTRACTOR Will 8E RESPONSIBLE FOR THE REMOVAL, REPLAERENT, OR RELOCATION Of ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. DE CffY ENGINEER 941.11. APPROVED THE DESIGN AA INSTALLATION OF ALL STREET NAME SGNS, TRAFFIC CONTRO1. SIGNS. TRAFFIC STRFING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PUNS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY REGISTERED CTR ENGINEER 111TH AN RCE NUMBER BELOW 33,966, OR A LICENSED IMO SURVEYOR ONLY. 9. CONSTRUCTION OPERATORS Mb MM4TENNCE CA EOUi1ENT WITHIN ONE OF HALF TALE OF HUMAN OCCUPANCY 941.E BE PERFORMED ONLY DURING THE TIE PERIOD AS FOLLOWS: OCTOBER 1ST TO AP . 301H: MONDAY THROUGH FRIDAY 7:OOAAM 10 5:30PW MAY 1ST TO SEPiEMBER 30M MONDAY THROUGH FRIDAY 6.'034M TO 7.00PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR CN FEDERAL HOLIDAYS. NO REDUCTIONS OF THE TRAVELED WAY MOTH SHALL BE FERRETED ON ANY CRY STREET ON WEEKENDS OR HOLOAYS, OR WHEN ACTIVE WORK IS NOT BONG DONE, UNLESS PRIOR AUIHO41I2AM R TO 00 SO IS GRATED BY THE CiTY ENGINEER. IA LANE CLOSURES SHALL BE PERMITTED CR ALLOWED ON ANY CRY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO 50 IS GRANTED BY TIE CITY ENGINEER. 10. Al TRAVELED WAIS RUST BE OLIN ) ONLY OF ALL DTT. MLO AIA CONS DEPOSITED ON 'ROA AS A RESULT OF THE GRADING OPERATION. CLEANING S TO BE DOE TO THE SATISFACTION OF THE CITY ENGINEER, 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED NO LGMED N CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SKIS. UGHTS, AND DEVICES FOR USE IN THE PER-ORANNCE OF WORK UPON HIGHWAYS N ORDER TO EMANATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS OISRRRBNG MFE THAI 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT 06CH4RGE EUMINATON SYSTEM (NPOES) POINT. ODAERS/DEVELOPERS ARE REQUITED T0: A) FILE A NOTICE OF INTENT (1401) *1111 THE STAT: WATER RESOURCES CONTROL BOARD (SWRCS); 8) PREPARE STORM WATER POLLUTION PREVENTION PLAN (S*PPP); AND CO HAVE MOHTORING PLAN FOR THE SITE TIE NPOLS S A NAMOWUL PROGRAM TO CONTROL NON -PONT SOLACE POLLUTNTS CARRIED BY STORM WATER THE PROGRAM IS IMPLEMENTED AC ENFORCED BY THE SIAM PAVING NOTES 1. ASPHALT CONCRETE PAMNG, EXCEPT FOR OVERLAYS. SF4441 BE INSTALLED N TWO (2) OR MORE COURSES WITH MX DESIGNS THAT CONFORM TO THE LATEST EDITIONS OF SECTOR 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WO4045 C0NSIRUCDON (SSPXC) GREEN BOOK NOTED AS FOLLOWS: NEARING COURSE (UPPER COURSE): IM -C2 -P070-10 BASE 000.RSE (LOWERE COURSES): 118-83-P070-10 THE WEARING COURSE SWILL BE 0.1 FT OR 1.2 INCHES THICK (MNM11A) NCLUDNG GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN TAE BALANCE OF THE REOUIREO ASPHALT CONCRETE THICKNESS. A SINGLE 3 NCH LFT OF WEARM COURSE S AUONABIE N PARKING STALL LOCA1045 CONDITIONAL 04 A PRE -APPROVED CITY EQUIVALENT REARING/BASE SECTION. CUSS 2 BASE OR CRUSHED AGGREGATE BASE S TO BE UTILIZED FOR ALL PAVEMENTS SECTORS. ONSITE RECYCLED BASE OR EQUALS ALLOWABLE SUBJECT TO CRY ENCNEER APPROVAL NO CRUSHED MSCELLAEOUS BASE 45 ALLOWABLE. CRYSTANDARD 195 SHALL 8E UTUZED FOR ALL ASPHILT OONCRETE PAVEMENT STRUCTURAL SECTIONS. RUBBERIZED A.9:14M.T NOT ALLOWED *TDM PRIM CITY ENGINEER APPROVAL. 2. MIX OESIGN REWIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS. THE CONTRACTOR SHALL SUBMIT FOR CRY APPROVAL A COMPLETED PROPOSED MIX DESIGN IDENTIFYING AGGREGATE (VRA). NR MOS. AND 5 -VALUE FOR VARIOUS 01. CONTENTS FOR EACH MTX. 3. A TACK COAT SHALL BE APPUED TO EXISTING PAVEMENT, P.C.C. SURFACE, AND THE A.C. BASE COURSE. 1F TRAFFIC HAS ERNE ON R. THE TACK COAT SHALL BE SLOW SETTING ANGNC EMULSIFIED ASPHALT TYPE 'SS -IM CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN 8001( SPECIFICATIONS. THE UCU0 ASPHALT SHAWL BE GRACE 60-70 NA APPLIED AT THE RATE Of 0.1 GALLON/YARD. PAVEMENT SHALL BE RE -TACKED OF THE WEARING COURSE HAS RECENED TRAFFIC LOADS, HAS A PA TTIC7MTE OR DEBRIS COATING OR WLL BE PAVED GREATER THAW 24 HOURS FOIL041TNG THE BASE COURSE PAVING OR EQUAL 4. Al REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN *1MTH OR LESS SHALL 8E REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FT IN WDTH WY REQUITER 10 BE REMOVED AND REPLACED AS REQUIRED BY THE CRY ENGINEER. SIGNING AND STRIPING NOTES I. CONTRACTOR SHALL FELD VERIFY ALL EASING STRIPING *ITHIN THE PROJECT LIMITS TO ENSURE COMPATBUTY WITH THE SCIANG AND STRIPING PUNS. 2. PAYETTE47 LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHRAY SIGNS ANNUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL 8E DONE N ACCORDNCE WITH TIE STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS AND STANDARD ELMS, UNLESS OTHERWISE STATED. FOR PUBLIC WORKS CONSTRUCTION, LATEST (CRHON. AND CITY Of 1.4 QUINTA 4. RASED PAVEMENT MARKERS 9YILL BE INSTALLED MIEOMTELY F0110*NC SECOND COAT STRIPING OPERATIONS MD SI4WL UTILIZE MRCVS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS S PERMTIED Wi'H PRIOR APPROVAL FROM CRY ENGINEER. In the City of La Quinta, County of Riverside, State of California Street Improvement Plans Tract No. 31732, Amendment No. 2 - BELLASENO 5. TRAFFIC STRIPES AND NARKING SHALL 8E APPLIED N TWO COALS WR11 REFLECTORIZED MATERIAL N BOTH COATS, AND SHALL CGIORM TO SECTION 84-3, ENTITLE PAINTED TRAFFIC STRIPES AND PAVEMENTS MARKINGS. AS SPECIFIED 14 THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIUM OF 7 GAYS BETWEEN THE APPLICATORS OF THE FIRST AND SECOND CMTS STRIPING SHALL L BE FLALY APPLED, NCLUOING DUN- STRIPED PARKING STALLS *LTH RADIUS ENDS. LEGENDS. ETC., PRIOR TO INITIATION OF THE FIRST COAT WAJRNG PERI00. 6. THERMOPLASTIC TAPE/WRONGS SHALL NOT BE UTILIZED LN.ESS AUTHORIZED 8Y CITY ENGIEER, 7. WHEN STREET S CURB -LESS CR WREN THE CURB AUGMENT PROVIDES AAA UNRELL48lE BASS FOR MEASUREMENT, STRFING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (014 50 FOOT CENTERS LE STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A UCENSED SURVEYOR OR CML ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING NO PAVEMENT LEGENDS A140 RASED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED KORA( SHOWN ON DC PLAN SHALL 8E FULLY REMOVED BY GRMING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLCKOUT/REMDVEAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT 10 LANE UNES. SNCBLASTING 444Y BE UTILIZED WITH PRGR AUTIORIZATION BY THE CITY ENGINEER. ALL REMUYIMLS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED *TTHN THE RORK AREA AND THE CONTRACTOR SHALL TARE Al PRECAUTIONS NECESSARY 10 PROTECT PERSONS AND PROPERTY AOJACENIT TO THE SAICBLASTING OPERATIONS THE DEBITS RESULTING FROM THE SANDBLASIING SHILL BE ITAIIEONTELY REMOVED AAA DISPOSED OF BY THE CONTRACTOR. CW1IS WITHIN THE ROADWAY Sn4,l BE REMOVED BY MECHANICAL SEEPING OR NCH -POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTNC FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL STALL BE FILLY COVERED WITH All ASPHALTIC PANTED SQUARE OR RECTANGULAR SHAPE TAINT COMPLETELY OBLITER41ES THE OLD LEGEND FORMA PLEASE CONTACT CITY 145PECTON STAFF PRIOR TO APPUCATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2. ENTITLE 'ROADSIDE SGV; A5 SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHILL BE REFLECTORIZEO SHEET ALUNNUM USING HCH N7(1454Y GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISIONS 2 TO THE 2003 LUTCD. ALL 5476 SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CCCE SECTION 4216. 1 THE WORN IS IN AN AREA *HCH S KNOWN, OR REASONABLY SHOULD BE KNOW. TO CONTNN SUBSURFACE NSTAUATIONS, CONTRACTOR SWILL CONTACT UNDERGROUND SERVICE ALERT (U.SA) AT 1-800-422-4133) AND OBTAIN AN INQUFTY INDENTW) ANION NUMBER AT LEAST TWO WORKING DAYS (48 /CURS) PRIOR TO COMIENGNG ANY WORK THAT PENETRATES THE EXSTNG SURFACE. 13. STRIPING LAYGOT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLCATIONIS Of PERMANENT PANT. PLEASE CONTACT THE CITY ENGINEERING DEPATIENT 48 PRIOR TO LAYOUT. 14. STEER SGN POSTS INSTALLED IN OONLCREIE ARDS SMALL 8E INSTNIO) N 1ELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPIACEMEHI. WOOD POSTS ARE NOT TO BE UTILIZED FOR PERI/ANENT SIGT44GE INSTALLATIONS. BREAKAWAY POSTS SHALL 8E USED FOR ANY SIGNED LOCATED N THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. LEGEND FL FLOWLINE BC TC TOP Of CURB EC TP TOP OF PAVEMENT OCR FS FINISHED SURFACE ECR PI POINT OF INTERSECTION PRC NU. NORTHERLY PCC S'LY' SOUTHERLY EP E'LY. EASTERLY Q W'LY. WESTERLY INT. C8 CATCH BASIN RP W WATER R 5 SEWER L SD STORM DRNN T VC VCRiICAL CURVE OC PRVC POLAR REVERSE VERTICAL CURVE GB 010 10 -YEAR PEAK FLOW (CFS) TVP. 0100 100 -YEAR PEAK FLOW (CFS) CFS CUBIC FEET PER SECOND RETENTION BASH OVERFLOW ROUTE DIRECT ON OF DRANAGE FLOW ON STREET BEGIN OF CURVE END OF CURVE BEGIN OF CURB RETURN ENO OF CURB RETURN POINT REVERSE CURVE POINT OF COMPOUND CURVE EDGE OF PAVEMEBT CENTERLINE INTERSECTION RADIAL POINT RADIUS LENGHT TANGENT ON CURB GRADE BREAK TYPICAL BEING A PORTION OF THE W 1 /2, OF THE NW 1 /4 OF SECTION 35, T 6 S, R 7 E, S,B.B.&M. - SPLIT ROCK DRIVE PER TRACI 30023 TRACT ND. 32308-1 VICTORIA RILLS WAY SEE SHEET 5 h 11 I., 4)!, IM CB /o--2 I I 0100 •5.7 010 =2.7 ij i CB 0-6 0100 =3.6 CO lo -t 010=t.6 0100=0.2 1\-...-."*"--, 010 -0.4 ORTECA RILLS RECRFA1ION4l ARG SEE SHEET .3 TRACT N0. 32308-1 AVENUE 60 PER OFT -SIZE STREET IIPROJEIENT PUN ryl�la CB E-2 g CB -3 VICTORIA HILLS WAY 0100 •57 0100=25 SEE SHEET 5 Q10� Oto =1.2 CB E-4 Q100 =3.4 010 =1.4 • 0400 =1.1 RETENTION 010 -0.6 BASIN jY 1 OB %C-3 0100 -3.8 010 =1.8 08 10-1 II tIVI RAFAEL STREE\ 0100 =3.9 1 4 / SEE SHEET 9 010 =1.8 BANTA RATA STREE 11 SEE SHEET 8 ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT 80 S CB 4 0100 -3.5 I 1010 =1.8 CB 0-4 0103 =2.2 010 =1.D ERe :C� f NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R -VALUES OF 50 OR GREATER THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. ORTECA RILLS II4Y SEE SHEET 3 0100 =08 Q10 =0.4 RETENTION 8,415111 .1 I17ng CB /C-2 0100 .29 010 =1.4 1� e 1;j N CB iC-6 •-• 0100 =5.3 010 •2.5 • 010E Oto =1.S1.3 08 B-2 0100 .79 . 010 =3.7 OR A SEE SHEET 3 CASANOVA STREET SEE SHEET 7 AMENDED TRACT 31733 CB 0B-5 CASANOOVASTREET 0100 =14.9 010 =7.0 NOTE: THE EMERGENCY OVERFLOW 15 DIRECTED TO RETENTION BASIN ON AMENDED TRACT 31733 AND OVERFLOW FROM AMENDED TRACT 31733 MN TO AVENUE 61 144 THE STREET PAWN AMENDED TRACT PAR( CB /B-6 0100 •9.0 010 =4.0 7I I INDEX MAP TIS SCALE 1"-120' UNDERGROUND UTTLRIES ALL UNDERGROUND ULUTES CR STRUCTURES REPORTED BY THE OWNER OR OTHERS ANO THOSE SNOAN ON HE RECOROS ExAANNED ARE NC4CATED WITH TrEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY ACCEPTING ')ESE PLANS CR PROCEEDING WITH I4'RO#EMEATS PURSUANT THERETO, AGREES 10 ASS&.MC L1ABUIY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF tRCERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UHDCRSIGHEO. NOT NCIGTED 0R S)10 N ON THE RES EXAMNLD. DE CONTRACTOR IS REQUIRED TO TAKE DUE PRECMfl10?AXY MEASURES 10 PROTECT THE UTILITIES OR STRUCTURES SHOAt4 AND ANY OTHER UTLIIIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CCNTRACTCR'S RESPONSIBUTY 10 NOTIFY THE OWNERS CF THE UTIUTICS CR STRUCTURES CONCERNED 9CFORE STARTING ADAK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT 1N ACCORDANCE 1RIH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONStRt,CT)N CONTRACTOR NIL 8E REQUIRED TO ASSURE SOLE ANO COMPLETE RESPONSIBUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF OCNSIRLCTION Or THE PRO.ECT. INCLUDING SAFETY or ALL PERSONS AN0 PROPERTY. 11141 THIS REOUIRCMENI SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 6E UMITEO 10 NC44ML WORKBAG HOURS. AR0 CONSTRUCTION CONTRACTOR FURTHER AGREES 113 DEFEND. NOEMNIh AND HOLD DESIGN PROFESSIONAL HARRIES$ FROM ANY ANO ALL LIABILITY. REAL OR ALLEGED. 144 COMtECIION 'ATTR THE PERFORMANCE Cr WORK ON TH5 PROJECT, EXCEPTING UA31111Y ARISING FROM THE SOU: NEGLIGENCE CF DESIGN PROFESSIONAL PREP UNDER THE DIRECTION OF: DATE: /Y9/if. l� AMENDED TRACT 317331 CONSULTING WMX EES10NE0 Or: HEY:SIDNS CRAWN 5' APPR CHECKED BY: HY R TIVi . c BLIC H S C CIUH/ITY ENGINEER R.0 E. NO. 15843 EXP. DATE 12/31/16 DATE: APRIL, 2016 L0 O SHEET INDEX I. TRUE SHEET 2. SECTORS. DEFALS, CONSTRUCiK7N NOTES & OUNUTTY ESTIMATES J. CRTEGA HILLS WAY STA. 10+00.00 TO 22+09.13 4. MONIECRO RILLS AVENUE -STA 7+50.56 TO 18+86.97 5. VICTOR/4 HILLS WAY STA 18+86.97 TO 30+00.34 6. SAM FRANCIS AVENUE STA. 30+00.34 TO 41+35.77 7. CASANOVA STREET STA. 8+80.00 TO 18+86.36 8. SARA RNA STREET STA 10+00.00 TO 13+06.44 SAN JUAN PLACE STA 13+06.44 TO 18+11.28 9. WYNDEMERE WAY STA. 10+00.00 TO 12+38.20 SNP RAFAEL STREET STA 10+00.00 TO 12+77.36 10. SAN RAMOS PLACE SFA. 10+00.00 10 18+55.49 11. SGNING/STRIPING 12. 51G/NG/STRIPING SOIL'S ENGINEER CERTFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECENED THIS STREET PUN ANO FOUND IT TO BE IN SU9STANTIA. COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL. REPORT BY HILLTOP GEOTECHNICAL, PIC.. REPORT NO. 4. PROJECT N0. 1009-415 DATED AUGUST 17, 2015. HILLTOP GEOTECHNICAL 786 5. GIFFORD AVENUE SAN BERNARDINO. CA 92408 (909) 890-9079 SURAN0. 2871RTHY SRIRIIUN. GE os)o5J16 DATE OWNER / DEVELOPER VTL PALIZADA, LLC 23 CORPORATE PLATA SUITE 130 NEAPORT BEACH, CA 92660 949-30"0-3599 NOTE: ALL ON-SITE STREETS AAE ORNATE STORM DRAINS PER 'PRECISE GRADING & DRM4KGE PLA( BASiS OF BEARING BEARING HEREON ARE BASE ON THE SOUTH UNE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, 165. R7E, SBM. BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. STATE OF CAUFORNIA BEGIN NORTH 89'26'50' EAST A5 SHOWN ON A MAP FILED IN BOOK 84. PAGES 4 THROUGH 6 OF RECOROS OF SURVEY Of SAID COUNTY. ASSESSOR'S PARCEL NO.'S 764-720-001 THROUGH 764-720-076 764-730-001 114410(04 764-730-062 764-740-031 1H704104 764-740-080 UNDERGROUND UTLITES 11.8 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIOHAL NOTFIGUION CENTER AT LEAST TWO PITCR TO EXCAVATION NC. IF PRACTICAL, THE AREA TO 8E EXCAVATED SHALL BE DELNTA1ED. A VERIFICATION NUMBER INTI BE GIVEN UPON SUCH NOTIFICATION W9HOU0 WHICH ANY PERMIT OR DI4ECTNE GANG PENMSSION TO EXCAVATE SKILL 8E 11NAL.D. VERFICATON RUINERS EXPIRE IN 14 DAYS. FOR BEST CCMMNIN4CATON, PERSONS PERFCPoANG EXCAVATION SHOULD MEET THE UIETY COMPANIES AT DIE 308 SITE. FCR MORE IFC4')MTXN YOV CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN SItRLI, SUITE 200 8REA, CA 92621 811 WDID # 7 330375613 MORS* SCHULTZ 11145 1644666111 Toho 111 M= O.,=t CA N211 V.N., 7/0474477/ .16.161Y4KwJ641rK ENGINEERS SURVEYORS B [ N C 41 MARK. 10-103-711111V EIII'. 17. 911 109-70 ORM WARE 144 1441 MALT :MOO ATC awl 1.0 8045 SOJA 041.440 POISON Si MOM 14+4.111. 1)1411 21 % 1S AE$i AL4N, MILE 66 45 F 4054 01 WN5011 ST Ali 1E 9:4101 ./ 0SN1E 'A. /0' 2C' 0 10'20' 40' 1•_40" GRAPHIC 5:ALE a SAT. w OFI2 SHTS. 0 W AL3 5 0. H Z W IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA ON-SITE STREET NIPROVBvENT PLANS TRACT NO. 31732 AMENDMENT NO. 2 - BELLASENO TITLE SHEET A PORTION OF SW 1/4 OF 111E NW 1/4 SECTION 35, T 6 S, R 7 E, S.8 B. k M. Z FOR VTL PALIZADA, LLC WO NO: O 4:\87502\31732\NPLONS\0NSRE\AP-01 4/29/16 1» dT Z1)1 S' Oo0g RAr I.8169767) FRIO J1752 55' 51' 12' 4 r CIMS x OXER 2t 15' 8' /1P., 1644 WQ2TCAPE 101, MOW Rio sIA£E! 13' RAY lows (5r-ir) RAT Rugs (Jr -38') NO PARXMC AfIORED IHRYi (2e' -JJ) -ASf.• PA9 (LW(R I l)HWA' $?A3T1 (WSW 460Rowwi7 j� PER MCI SW -1 i PEA OFT --97r ACR01E4dvt RAN FOP AL¢NND TRV;! J1731 MOM40E STREET (PUBElC $1RIEE7) SNOW FOR REFERENCE ONLY .844',11X0 TARO! J17J1 A VAR 54'-62' HLP 39'-4T lb' LMR Jr -J9' Wr' 10' WA4Yk11ML^ ACE8-115r IPA 20' H1Rl LASV5c4PE LOt lY CVO & Gfi17R 'NC P(FV14:7ER AML( 5E: PAD WHIR PRN SINfr1 2s r _ -JI --- -A 11.111M ApROHTRCNt gr 0P10 s TRIC! .11.598-1 1x L8' .4E1182ah1G 1 PFR LYr-91E ANFJ>£ACI'r FM4 r0R AMMO 71.8;1 31132 AVEME 60 (maw saw) SHOWN FOR REFERENCE MY CQVCRE7E CLASS 560 -C -J230 ATP! APE v C(WJ1t 6" CONCRETE WEDGE CURB DETAL® MDT l0 SCAT£ r•-6' 10 b AC PAIFM;t'! CO'C?4E7t CLASS 560-C-2500 BM JW( v C(.KM PAD (OWN DON 50427 A(VV\G PIR11E7E1' RA( RAY 1c 1 10' 1 R4¢2'S (25'-587 5• I_ 217 NO ROOM AU0RED ENTRY DRIVE (PRIMATE SIREEF) PROJANLAT R-V14UE-50 1.1.4, AC -.T•. .88=55 J3' RAY r5' RAr 85' RAY 19' 18' D5' 1. s Per 1 NO AVM PLUMED r1' I 14' 39' .SECONDARY ENTRY DRIVE (PRMITE STREET) P1IEIAIPURY R-11ALUE•50 T.L-6, 1C.3%.43.5.5 RAF 36' PAOYAC AIGMED OW 89m SW OF SOW 1.5' CYxA"Yor CLASS 560-C-3250 NTH !HP(/ CE11t47 6" CONCRETE WEDGE CURB ONLY DETAIL O CONCRETE CURB DETAIL O MK TO SCALE Aor r0 SGIF ALL CONCRETE MX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT NTERIOR STREET (PRIVATE SIREET) PREUMNIRY R -VALUE -50 T.1.6. Ac -r, AB•5.5 STREET SECTIONS •V7 TO SCALE 10U4EE18 PANEMEIIi (SEE PUN 706 TYPE) n ADJACENT PAALENT (SEE PEAK FCR nwE) PER W0. ARCNREcrs PIM COWPAC ED SUBCSACE Jr PER SO 1.'S ENGINEER REPORT (95% CCMPACuoN) REMIXED 001CRErE A4ID PEA UA10SSCI E AAOIITECrS PLAN CONCRETE BAND T ) Kis SAND FITTED 40NT5 (EYP.) ' 1S Ja PER MLJUFACRRER'S Ala SCIS ENGNEER SPEOFCAROI6 (95% CONPAC9(1N) 'B.'C48t SIDEWALK AREAS COHKREIE PA14R 00L0R: PER LANDSCAPE ARCH PIANS PATONI: PER l7NDSCAPE ARCH PEARS 11100ESS: 60 MY FCR STREET MOS 60 MW FOR SIDEWALK AREAS 1' TO 1 1/2- 5W0 BASE PER amerCILPOrs SF+CUICAiONS GE05YND1ETIC FILTER FAORIC PER WWJFICIURERS MD Sas ERG SPECEEARCHS COUPACIED SUBCRADE F'ER SOIL'S ENGINEER REFCRT (95% COMPACTION) ENHANCED PAVERS hTS INTERIOR STREET (PRMITE .liur) PRELIM/4*Y R-ULUE•50 714, 1C•S, 18.sS A RECCE CURB CONSTRUCTION NOTES & QUANTITY ESTIMATE 0 CCT45TRucI r AC OVER 5 7/2 GIB (STREET) 242,035 sr O CONSTRUCT 6 CONCRETE NEOOE CURB PER DUAL CN SHEET 2 13.760 LF 03 CONSTRUCT 6' CONCRETE REM CURB (110 GUI1ER) PER OEM. 044 SHEET 2 1.127 LF 04 CONSTRUCT CCNCRETE CURB TRIWSITION PER CITY STD. 205 40 LF O OCNSTRUCI MODIFIED CONCRETE CURB ONLY PER OEM CN SHEET 2 4.512 LF 0 CONSTRUCT CROSS GUTTER PER CITY 51D. 231 6,303 Sr 07 CONSTRUCT GUTTER CEPRESSION TOR CRATE MET PER OTC STD. 331 AND TABLE oN SHEET 2 19 FA 0 CONSTRUCT CONCRETE SOEWAL( PER CITY 51D. 240 0-4.5' CURB ADJACENT. W.6.0' NOT CUR9 ADJACENT) 3,242 ST O CONSTRUCT 6 CURB ANO GUTTER PER CITY 510. 201 283 tF QO CONSTRUCT GUTTER CEPRES510N FOR CURB OPENING CATCH BASIN PER CITY STD. 330 NO TABLE ON SHEET 2- 2 CA 0 CONSTRUCT CONCRETE 8.8110 PER OSTM. HEREON 713 Lf Q CONSTRUCT ENHWCED CONCRETE PAVERS PER OW SID, DRG. NO. 206 ANO DEM HEREON 11,016 Sr © NOT USED 0 ADJUST VN.1E/IUIlIICtE TO GRADE 142 EA O CONSTRUCT 01(16 RAMP PER COY STD. DRG. NO. 250. CASE A 4 FA 0 CONSTRUCT CURB RAMP PER CRY STD. on. N0. 250, CASE B 3 EA Q CONSTRUCT CUR8 RAMP PER P274 STD. DRG. 740. 250. CASE E 2 EA ALL CONCRETE MIX SITYLL BE C1A55 560-0-3250 CONCRETE WITH TYPE V CEAFNT NOTE: ALL PAVEMENT SECTIONS ARE MINIMUM AND ARE BASED ON R -VALUES OF 50 OR GREATER, THE PAVEMENT SECTIONS MAY INCREASE SHOULD ACTUAL R -VALUES BE LESS THAN 50. (SEE SHEET 12 FOR SIGNING AND STRIPING CONSTRUCTION NOTES. QUANITY ESTIMATE AND SiGN ICONS) 4' LOCM OEPRESSTCN TOP OF CURB C.D. / f GRAiL WIDTH 'Vf STA C C.8. A-1 2 6.40 12+37.39 A-2 2 6.40' 12+16.49 9-1 2 6.40' 17430.00 B-2 2 6.40' 171.30.00 8-3 8-4 9-5 2 6.40' 13+82.81 B-6 3 9.84- 13+52.61 C-1 1 6.40' 13+68.50 C-2 1 2.95' 10475.00 C-3 2 6 40' 101.75.00 C-4 2 6.40' 33+90.92 C -S 2 6.40' 31+9590 C-6 2 6.40' 31+95.90 0-1 1 2.95' 13+65.10 0-2 2 6.40' 13+63.73 D-3 1 2.95' 11+64 73 11-4 2 6.40' 11+63.21 D-5 ** 2 6.40' 11+48.78 0-6 ** 2 640' I1+51,58 E-1 1 2.95' 24+47.39 E-2 * 5.00' 10173.44 E-3 * 4.00 10+73.44 * 570E OPENNG CATCH BASIN ** FLOW-OY GRATE SECTION NOT TO SCALE PONT -A' 12+32.25 -415.52 10/415.02 FL 12409.79 -415.57 VC/415.07 FL 171.23.64 -414.72 TC/414.22 FL 17123 46 -414.72 TC/414.22 FL NOT USED 6401 USED 13+76.12 -414.50 IC/414.00 FL 13+74 64 -414 51 10/414,01 FL 13+82.00 -416.10 70/415.60 FL 10.70.52 -47536 TC/415.06 R 10+65.30 -415.57 70/415.07 FL 33+84.32 -477.22 TC/416.72 Fl 31+69.30 -417.06 10/476.56 FL 31489.10 -417.06 TC/416,56 FL 13+60.05 -417.44 10/476.94 FL 13.57.63 -417.44 TC/416.94 FL 11+59.70 -417.78 TC/41728 FL 11+56.71 -417.80 TC/417.30 Fl 11+42.07 -418.12 70/477.62 FL 11+4508 -416.23 TC/417.73 FL 24+43.57 -417.53 TC/417.03 FL 10+67.44 -416,85 TC/416.35 FL 10+67,94 -416.85 10/416.35 FL AC. MOW STREET MARCH - PONT'8' 12+34.55 -415.52 TC/414.94 T6 12+12.79 -415.55 1C/414 97 TG 77+26.30 -414.70 TC/414.12 16 17+26.30 -41470 TC/414.12 PC r- I EG= --=1 I LJ E EEE w EDGE OF PAVEMENT FLO*UNE L._, bI b E 3' DC y T-6' ji MOTH * FOR SOE GRATE 68E1 CB -7' CF 1 -GRATE. W2.95' * FOR SIDE OPENING CATCH BASIN -IU CF 2_GRATES, W6.40' 3 -GRATES. W.984' PLAN VEW NOT TO SCALE COACMC7E QASS 560-C-250 RIM fl:[ V weir TCP or cLRB/R.owL,NE POINT '6" 12+40.23 -415.51 TC/41494 76 12+2019 -415.52 70/414.94 TG 17+33.70 -474.70 TC/414.12 TG 17+33.70 -414.70 16/474.72 76 POINT '9' 12+42.53 -415.51 10/415.01 FL 12+23.19 -415.51 70/415.01 11. 17+36.48 -414.71 TC/414.21 FL 17+36.54 -414.71 iC/414.21 FL 13+7913 -414.50 TC/413.92 TC 13+86.52 -41430 TC/413.92 TO 13+89.53 -414.51 70/414.01 1L 13+77.55 -414.50 TC/413.92 16 73+88.07 -414.50 70/413.92 76 13+90.96 -414.52 TC/414.02 FL 13+84.90 -416.09 TC/415.51 TO 13+92.04 -416.09 TC/415.51 TO 13+94.94 -416.09 10/415.59 FL 10+73.52 -415.56 70/414.96 16 10+76.48 -41556 TC/414 98 16 10+79.48 -415.57 TC/415.07 FL 10+71.30 -415.56 TC/414.96 T6 10+76.70 -415.56 16/414 98 16 10+81.70 -415.57 TC/415.07 Fl 33+87.36 -417.21 1'C/416.63 76 33+94.48 -417.21 TC/416.63 TG 33+97.52 -417.22 TC/416.72 FL 31+92.26 -417,06 TC/416.48 PC 31+99.54 -417.06 70/476.48 TG 32+02.50 -477.06 10/416.56 FL 31+92.14 -417.05 10/476.48 16 31+98.97 -417.06 10/416.46 TG 32+02.70 -41708 70/416.58 FL 73+63.10 -417 43 TC/416.85 PC 73+67.10 -417.43 76/416.85 TC 13+70.15 -417 45 16/416.95 FL 13+60,95 -41743 70/476.85 TG 13+6751 -417,43 10/476.85 T6 13470.83 -417.44 10/416.94 FL 11+62.78 -417 76 16/417.18 16 71+66,84 -417.76 70/417.18 iG 11469.93 -417.76 TC/41726 FL 11.59.62 -41776 TC/41718 TG 11+6680 -417.76 70/411.18 16 11+69.71 -417.76 70/417.26 FL 11+45.07 -418.10 TC/417.52 TG 11+52 48 -418.09 1C/417.51 TG 11+55.48 -418.08 TC/417.58 R 11+47.94 -41620 TC/417.62 TG 71455 26 -418,20 TC/417.62 TG 11+58,28 -416.20 70/417.70 FL 24+45.83 -417.46 10/476.88 TG 24448.95 -417.46 10/476.86 TO 24+5121 -41752 1C/417.02 FL 10+70.44 -416.84 TC/416.01 FL 10.76.44 -416.84 TC/416.01 FL 11+79.44 -416.84 TC/416.34 FL 10+70.94 -416.84 10/476.07 FL 10+75.94 -41684 16/476.07 FL 11+78.94 -416.65 10/476.35 FL GUTTER DEPRESSION DETAIL NOT TO SCALE 041) BACK CF CURB 40' 20' 0 70' 20' 40' GRAPHIC SCALE UNDERGROUND UT1LMES ALL UNDERGROUND UTUTIES OR STRUCTURES REPORTED BY 7HE OMNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INCCATED WITH DEM APPIIOXRA.4TE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING KITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LMBUTY AND TO HOLD UNDERSIGNED HARMLESS 10R ANY DAMAGES RESLtT1I1G FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHORN ON UE RECORDS EXAARNED. DE CONTRACTOR 6 70104mEO 70 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTUTIES OR STRUCTURES FOUND AT TIE SRL. 71 SHALL 8E CONTRACTOR'S RESPCNSIBUTY TO NOTIFY THE CORERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCCROAIICE M1TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSIRIACT4)N CONTRACTOR MU. BE RCOUIRED TO ASSURE SOLE ANO COMPLETE RESPC74SIBUTY FOR .TOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. YYCLUDING SAFETY Or ALL PERSONS AND PROPERTY; 71411 THIS RCOUIREMENI SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIRYTEO 70 NORMAL WORMING HOURS. AND CONSTRUCTION CCNTRACTCR FURTHER AGREES TO O[FEND. MODAN Y AND HOLD DES/G14 PROFESSIONAL HARMLESS FROM ANY AND ALL UABUTY, REAL OR ALLEGED. 49 CONNECTION 171TH 111E PERFORMANCE OF WORK 014 THIS PROJECT. EXCEPTIVE LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. A UP641E EOR SIGNOURE TO REFRESH DAM PLAN MARK REVISIONS .PPR. I1ATE OPSHGNED BY DRAWN BY: CHECKED BY. PREPA UNDER THE DIRECTION OF s��� TE: y/29//c../�/GG EXP. DATE 9/30/17 S A C. M R.C.E. 20596 OVEO BY: CITY OFOUINTA U' NST D UDUIC '&`OTS [INFECTOR/CITY ENGINEER R.C.E. N0. 45843 EXP. DATE 72/37/76 MORE. SCHULTZ 41.414..14-,+ EA. 214 P. D...4, CA 1!711 V.lo. 766474.177& d ow4v4mSn.l.i.N INOINEERS SURVEYORS B E N C)4 MARK: PO -1 W -7D RN CTEV 27 941 109-70 0180) SONE 041 EARL WIDGE 14110(A57 ATC MNL 2.0 4I15 50)7)4 71.1)1C .101574 S7 7171 101Y11:, 110 2 0 IIIE5 R¢T A1040 *EIRE 20. 45 R MST Of WCI5DV 51 ND 'B 54114f R Atm! 50 IN THIE CITY OF LA OUINTA. STATE OF CALIFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2-BELLASENO SECTIONS & DETALS A PORTION OF SW 1/4 OF THE NW 1/4 SECTION 35, T 6 S, R 7 E, S.8.8. LR M. 5617. 2 X12 SHTS. 0 z W 5 -1 W 03 O z 0 z W cm ti O 5 O 2 4.0 47 FOR: VTL PAUZADA, LLC tr.D N0: oar Lot( -Ca* 1\67502\37732\. PUr6\ORSRE\SP-02 4/29/16 425 420 425 420 425 420 10+00 MOMVE S REST STREET 1190,47AVC PER LVF -STYE S714ET NIPN'0I!WENT PLAN )2 13' 6' r3' 53 11+00 4167 LF 12+00 13+00 „moivrEctiO W -l3 AVE l g '77 N SEF SHEET NO 4- r5 18' 18' fs' tg 4.8 x a 8 .4 14+00 CURVE DATA C 6 R 1. CI 4712'03' 180.00 148.29' C2 4707.57' 122 00 100.36' C3 6'44'28" 1464.00 172.24' 04 J 15'36'04" 602.00 163,91' C5 8'47.29 298.00 45.73' C6 90'00'091' 35.00 54,98' C7 372819' 25.00 16.35' C8 74'56'38' 38.00 49 70' C9 3728'19 25.00 16.35' 010 92'29'27' 25.00 40.36' 011 76'14'50" 25.00 .53 27' 012 34.51'39 198.00 120.47' 013 4707'57' 104.00 85.55' C14 6'44'28' 1482.00 174.37' 015 15'36'04' 584.00 159.02' C16 8'4729 316 00 48.49' 017 9000'00' 25.00 39 27' 018 9000'0O' 25.00 39.27' FOR CONTINUATION OF SIDEWALK. SEE PRECISE GRADING PLAN FOR REO. AREA. 15+00 16+00 CURVE DATA C 6 R L C19 6808'23" 25.00 38.46' C20 8754'06' 25.00 38.35' C11 8'4729' 280.00 42 98' C22 15'36"04' 620 00 168.82' C23 644'28' 1446.00 170.13' C24 29'34'52' 140 00 72.28' C25 24'30'01` 162.00 6927 C26 104'40'11' 25 00 45.67' C27 9531'13' 25.00 4168' C28 27'15'58" 25.00 11.90' C29 5411'56' 38.00 36.17 C30 2715'58' 25.00 11 90' C31 9C100'01' 35.00 54 98' C32 76'03'30' 11.50' 15.27' C33 46'24'33" 39.50' 31,99' C34 5042'57" 25.50' 22.57' C35 136' 14'08' 11.50' 27 34' C36 180'00'00' 5.00' 15.71' -alar 17+00 COURSE DATA LINE BtAR$G LENG1H L1 N89'31'12'E 19709 1.2 N8931'124E 12950 1.3 N8731'12'E 252.00 L4 N69'31'12°E 6.67' L5 N8911'12'E 3.96' L6 N89'31'12iE 86.50' 1.7 N89'31'12'E 166.66' L8 1189.31'12"E 339.33' 1.9 1161V31'ItE 10.62' 110 N89'31'12"E 16.14' 1.11 111891112.E 6493' 112 N89'31'12'E 70.53' 113 N3848154E 23.53' 1.14 N89.31'12'E 70.53' 1.15 N 0'28'48'W 28.00' SEE DETAIL .4' HER ON '2' 43' 14. RECREATION AREA 196 RETENTION BASIN 11 18+00 19+00 20+00 21+00 CONSTRUCTION NOTES 01 CONSTRUCT 3' AC OVER 5 1/2' CAB (nun 02 CONSTRUCT 6' CONCRETE vac( CURB PER DETNL ON SHEET 2 03 0014STRUCT 6' CONERE1E FLEDGE CURB (NO GUTTER) PER OEIHL ON SHEET 2 0 CONSTRUCT CONCRETE CURB TRANSITION PER CRY STD. 205 O CONSTRUCT CROSS GUTTER PER CITY STD. 231 ® CONSTRUCT GUTTER DEPRESSION FOR GRATE NIT PER CITY STD. 331 AND TABLE ON SHEET 2 O CONSTRUCT CONCRETE SIDEWALK PER CRY S10. 240 CURB ADJACENT, W6.0' NOT CL(18 ADJACOR) t 1 CONSTRUCT CONCRETE I WO PER 0E1N1 HEREON I© CONSTRUCT ENHANCE° CONCRETE PAVERS PER CRY STD, CWC. NO. 206 AND DETNL ON SM. 2 14 ADJUST VALVEPAANH0IE TO (RUDE IS CONSTRUCT CURB RAMP PER CITI' STD. DRG. (ID. 250. CASE A CONSTRU(,'T CURB RAW PER CRY S10. OND. ND. 250, CASE 9 I 1 CONSTRUCT CURB RAMP PER DV STD. DRO. N0. 250. CASE E 1 SCALE 1'-40' DETA11L 'A' SCALE 1"-20' DETAIL .B4 SCALE 7'-20' SAN RAMOS PLACE SEE SHEET Na 70 22+00 PROFILE SCALES rota 1"-40' VETT. r-4' PLAN SCALE VERT. f-4' 420 415 420 415 420 415 ALL COW -RETE MIX SIV41 BE CLASS 560-C-32.0 alti0REIE W1'H TYPE V CEMENT SAINT FRANCE? APE I 3 FOR CONRNWTION OF SIDEWALK. SEE PRECISE GRADING PIAN FOR RECREATION AREA 133 134 161 074 Y! 66. 1040 if HIS AYE SEE SHEET m 4 a 165 N r 166 167 168 169 ORTEGA HILLS WAY FOR COHTWUA1f0N OF SIDEWALK, SEE LANDSCAPE ARCHITECT PANS. 170 171 173 175 176 177 - C8 /8-2 174.1000 *1.640: 54.4.75' (2-(Yd*7E1) O UNDERGROUND UTILITIES ALL UNOERGR0UN0 UTILITIES OR 7.-71n.TURES RLPORIEO 8Y THE OWNER OR 'DRIERS AND THOSE SHOWN ON TMC RECORDS EXAMINED ARE INDICATED FATII THOR APPROXIMATE LOCATION AND EXTENT THE WRIER. BY ACCEPTING MESE PIANS OR PROCEEDING 'MT11 R4PRO.EMENFS PURSUANT THERETO, AGREES 10 ASSUME IUBRJTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING. FROM EXISTENCE 07 UNDERGROUND UTILITIES OR STRUCTURES NOT f1EPORIE0 70 THE UNDERSIGNED. N01 IICICAIED OR SHORN ON THE RECO4105 ExNRINED. TIE CONTRACTOR S REQUIRED 70 TAKE DUE NIECWFIOILARY MEASURES TO PROTECT THE UltflIES OR STRUCTURES SHOWN MD ANY OTHER UTIUTIES OR STRUCTURES FOUND AT 7hE SITE, R SHALL DE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 154E ONTERS OF 754E URUIIES 015 s1RLCTURES CONCERNED DEFER( STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE HATH GENERALLY ACCEPTED CONSTRUCTION PRACTICES• CONSTRUCTION COARRACTCR 011.1. BE REQUIRED TO ASSUME SOLE ANO COMPLETE RESPCNSIBLITY FOR JOB SITE CONDITIONS DURING TFE COURSE OF CCNSTRVCTION 07 THE PROI(CT NCLUDNG SAFETY OF All PERSONS MID W 0(4(41Y; TINT THS REOUREMEN1 S1NLL 8E MADE TO APPLY CONTINUOUSLY ANO N01 DE LIMITED 70 NORMAL WORN010 HOURS. AND CCNSTRUCIIIXJ CONTRACTOR FURTHER AGREES 10 DEFEND. 100E40014 AND N0(0 DESIGN PROTE5530W. IIARMCES5 FROM AN7 AND ALL 1A4@LI1V. REAL OR ALLEGED, IN CON4ECTION NMTH 71E PERFORMANCE OF WORK ON THIS PROTECT. E%CEP'NG 1M81111Y AR1SN0 FROM THE SCLE NEGLIGENCE OF DESIGN PROFESSIONAL. PREP UNDER THE DIRECTION OF: DATE: Y/204 SA Y C. R.C.E. 20596 AP 1.(E0 BY: A 31 it Cfly OF LA ORJR1TA • I. /1(e PUBLIC W i 5 RECTOR./611Y ENGINEER R.C.E. NO. 45843 EXP. DATE 12/31/16 CONSULTING PLANNIRI 4CNMIT2 41145 Seentreelk MO* 211 Mm Down, CA91211 V.few 7404744714 wVi-/Kw.4YgM ENGINEERS SURVEYORS SCALE. PETE PLAN DATE: APRIL 2016 el NC N MAA K. 00-104-10 DEV EIEY. 17 141 109-70 DM= WWI 041 CM. BNOGE SOIRI4'AST 4/60 RIG. 2015115 SOU1N 01.04 Ar51SC00 5r ATOM NAY.111, 11E11 20 MES rtS1 4464 MULE S0. N FT A4ST IIF W0604 Sl. MO IC .OWN OF MALE S0. .7 L • Ave-'. ... WDID # 7 33C375613 40' 20' 42 0 I0' 20 If 40' 1'.40' IN THE CITY OF LA OUINTA, STALE OF CALIFORNIA ON-SITE STREET MOVEMENT PLANS TRACT NO.31732 AMENDMENT NO.2 - BELLASENO ORTEGA HIS WAY STA. 10+12.44 TO STA. 22+09.13 A PORTION OFSW 1/4 CF THE NW 1/A SECTION 35. T Ii 5. R 7 E, S.8_B. ,5 (A. GMPI40O SCALE 0 z W IA 5 J W LV z 1- z W z W M 1 M O z fn a. 2 0 a SHT 3i� W orj :ffTS. ` FOR: VTL PAUZADA. LLC A'.0 NJ: 0 415 4LV 415 420 415 8 5 8 Pt TOP OF CURB (LEFT) �3Ad7.2r tiTt_69,72 FRG 41735 7C 41775 417.17 TC -1.O4f -1.5a Qxg rrs +Q60% 15+51.06 ATC 417.44 13+11 3 417.4J 1C 41665 71.' TOP OF CURB I (LEFT) a 50' kr 48el 1 +0.608 17+67.53 PR(' 41926 +1 42% -0449X +0.60X PORTTQV OF 7520' VC J917' O.C. 39.27' QC C TOP OF PAVEMENT GRADE CTOP OF PAVEMENT GRADE POO OF 50' H: P7.47Z6! a -069: 7+00 419.31 8+00 PROP.. 30' CHw EASrVENT SETICR 9+00 TOP OF CURB (RIGHT) 10+00 11+00 12+00 ORTEQA HD' 1 .q WAY St[ Sl?CET iO. J _ 13+00 14+00 68 ,r 69 69 70 71 74 15+00 4 atif l' 75 w;d 76 77 El k ♦ 4 acro L3 10 A 15.0] C7 �y 78 16+00 79 TOP OF CURB (RIGHT) 80 17+00 81 82 18+00 83 AT LV 415 420 415 420 415 PROFILE SCALES HORQ r -4o' VERT. r-4' PLAN SCALE VERT. r-4' 84 C6 t710:1 08 4 65 195 162 0 Cl 0I1R,,,l I:AI4 S 8 R I? L T25'45' 400.00' 16.97' C2 11'07'17" .300.00 58.23' C3 619'01" 598.00' 65 93' C4 5'05'48" 802.00' 71.34' 05 751'32" 802.00 770,00' C6 550'42' 1198.00' 80,40' C7 8'14.52" 1198.00 172.45' C8 9'28'48 1202.00' 198.88' C9 4'01'33 1198.00' 84.16' C10 2'46'50' 416.00' 20.19' CIE 2'02'53' 384.00' 13.73' 012 11'0717 264.00' 55.13' 013 11'07'1 7' 316.00' 61.34' C14 90'00' 75.00' 39.27' 015 90'00'00- 25,00' 39.27' CASANOVA STREET SEE 577EET NO. 7 CURVE DATA C 8 R L C16 619'01' 61600 67.91' CI 7 047'49' 784 CO' 10.90' C18 8'19'01" 58000 63.95' C19 1'43'21' 820 00' 24.65' C20 40853' 784.00' 56.76' 021 513'34 820.00' 74.79' 022 1705'34" 1216.00' 256.65' C23 1'42'08" 1180 OD' 35.06' C24 94'56'12" 25.00' 41 42' 025 89'08'14" 25 Co' 38.89' 026 619'01" 1180 00 130.10' 027 9'28'48" 1184.00 195.90' C28 9'28'48 1220.00 201 86' C29 4'01'33' 1216.00 85 44' C30 4'07'48" 1180 00 85.06' UNDERGROUND UTIUIIES ALL UNOERCROUND UTILITIES OR STRUCTURES REPORTED BY THE CANER OR OTHERS AND THOSE SHOWN ON THC RECORDS EXAMINED ARC INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY ACCEPTING T 475E PIANS OR PROCEEDNG NTH NPRC6ENENTS PURSUANT THERETO. AGREES 10 ASSUME UNARY AND TO NCO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NO7 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMPdED. THE CONTRACTOR IS REQUIRED 70 TAKE D,E PRECAUTIONARY MEASURES 70 PROTECT THE UTILITIES 013 STRUCTURES SHOWN AND ANI' OTHER UTIJTIES OR STRUCTURES FOUND AT THE SITE. R SHALL 8E CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS CF THE UTILITIES CR STRUCTURES CONCERNED BEFORE STAR11NG WORK gSEE SHEET M. � Z W N 4 CURVE DATA C d R L C31 95'3113' 25.00' 41.68' C32 9729'27' 25.00' 40.36' C33 104'40" 1" 25.00' 45.67' 034 7614'50' 2500' 33.27' COORS DATA UNE BEARING LENGTH 1.1 N 725.48' W 56.23' L2 N 1031'12' E 2.00' L3 N 02:'48' W 221.79' L4 11 0•231.8' 4' 13.23' L5 N 023'46' 's 278,02' 16 11 02.16' W 178.79' PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCCR04NCE M11H GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CCNIRACTCR PALL BE REQUIRED 10 ASSUME SOLE AHD COMPLETE RESPCNSIBIUTY FOR JOB SITE CONDITIONS OuRING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCUAING SAFETY OF 41.1. PERSONS AND PROPERTY. THAT 7)15 REOUREMENT SHALL BE MADE TO APPLY CONTNUOUSLY AND NOT BE LIMITED 70 NORMAL WORKIN0 HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEMO, INDEMNFY AAO HOLD 07511)11 PROFESSIONAL HARMLESS FROM ANY AND ALL LIABUTY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTNG LIABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL. 71� 119 94 93 92 91 90 89 OPIATE EOR S7)4iURC TO REFRESH EMPIA2O PLAS MARK DESIGNED Br REY450745 • tatW 1� APPR. DA (storm BY' CHECKED BY: SANTA RTA STREET 4 SIT SHEET AC1 . 8� MONTECITO HILLS AVENUE PREPAR UNDER THE DIRECTION OF: : 014. S ANL EXW DATE 9/30/17 R.C.E. 20596 AP -ROVED BY: CrrY OF LA QUINTA S L �a1.-.. PUBLIC W1• S 'ECTOR/CITY ENGINEER R.C.E. N0. 4584.3 EXP M1E 12/31/18 c9" -- :1Z 9~:12. 87 CONSTRUCTION NOTES 01 CONSTIICCT S AC MR 5 VT CA8 (STREET) 02 CONSTRUCT 8 CONCRETE SEDGE CI1R8 PER OETAL CN SHEET 2 © CONSTRUCT CRASS CUTTER PER CITY STD. 231. 07 CONSTRUCT GUTTER DEPRESSION FOR CRATE *LET PER CRY STD. 331 NTD TATTLE ON SHEET 2 I© HUUST VALE/WMIOLE TO GRADE AL CONCRETE Mt' SHALL BE CIASS 560-C-3250 CONCRETE 'CH TYFE V CEMENT CONSULTING PLANNERS M0RSi SCMUSTI 41113 1oe,dvNA 14.14• 111 701..04444, CA 97211 V4ir., 740474.774 ,w,'71nncwaygM ENGINEERS SURVEYORS SCALE PER PLAN DATE APRIL. 2016 B U C K M A A X: 40-100-70 D[Y. Et& 21 941 10470 1,45tLG SOME 041 CNN/ 90007 5041191AST ATM. TIAL LO TILTS SOUTH ..CAO L1045011 57 IAN IfA' 111. MN 10 MILS AST .199/4 AIME 90. 4s F1 FEST Of W450% 51. AAD 18' 501104 CY At/NE 50 1 I 1 4' 211' 0 10' 20' 40' 1 -aV IN THE CITY CF LA OUINTA, STALE OF Cm. IF cI,'.I4 ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2 - BELLASENO MONTECITO I- LLS AVENUE STA 7+50.56 TO STA. 18+86.97 A PORTION OF SW 1/4 OF THE NW 1/4 SECTION .35. F 6 5, R 7 6, 5.8.8. & M ..,I/APHIC SCALE FOR VfL PAUZADA, LLC W.0 N0: aus r-2.0 [ S OOD4a D�87502\31732\11.1FUNS\05%1E\SP-04 4/23/16 0 _✓ 420 415 - 420 - - 415 420 415 L-182.21' OC PROFILE SCALES HORIZ. 1-=40' VERT. 1"-4' T X-GUIltk FLOP/LINE-'((rr Tri zag �I r +1.00X P1rvanON OF 1078 H'-477.48 -. 41r L-182.21 X 10207' E6 A-419.61 SEE SUM 9 420 L=128.66' OC P1-421.70 7455' 1C O I P1-421.75 OF CURB (LEFT) -0..80X Pc TOP OF PAVEMENT GRADE 97.19' IC 1x-419.36 100' 1C Pf-417.46 10207' Y.0 P1-419.56 X -GUTTER FZOWLINE 415 420 60% -O.721" N�gtzzi 1-39.39' OC Y4 9'4 9'4 9'4 C TOP OF PAVEMENT GRADE PORTION OF 97.19' IC 150•41141 Pfivir� lar �19.74' P1-417.48 • OC L-41.59' L-71.40' X 1-19.74' OC L-79.27' OC 100.00' V.C: P1-419.61 1-128.81' OC Y4 94 4'44'4 PLAN SCALE 1"=40' 19 440 1 2 q r h 8 A 8 121 4 415 420 '-TOP OF CURS (R/GNr) 20+00 21+00 #960X 22+00 4 5 6 7 •J 8 .74 5 23+00 10 L-55.44' PC oC P1-41760 Gime-1.40X Cou4--0.50X 24+00 /155.4' woo P1-417.60 Omew.:419Of 25+00 WYNDIBIEFE WAY SEE StfEEZMfJ. to 29' 14' ,4 26+00 27+00 14 15 16 a n b .ti A 17 TOP OF CURB (RIGHT) 415 28+00 29+00 2 18 19 20 21 - 22 23 24 8'5 14 12'W ie 3. O * Q 1S = 560 - 1Q 0 z w 85 104 120 147 C CURVE TABLE S R L CI C2 9000'10" 100.00' 157.08' 18'33'40" 300.00' 97.19' C3 38'50'42" 300.00' 203.39' C4 20'17'03" 300.00' 106.21' C5 89'53'44" 82.00' 128.66' C6 90'00'00" 25.00' 39.27' C7 90'16'34" 25.00' 39.39' C8 18'17'06" 284.00' 90.63' C9 11'02'35" 316.00' 60.91' C10 45'14'51' 25.00' 19.74' C11 107'38'54' 38.00' 71.40' C12 10r735'55- 316,00' 58.73' C13 1.'55102" 1 284.00' 74.19' C14 95'19'01" 25.00' 41.59' C16 90'00'00' 82.00' 128.81' C16 18'33.40' 316,00' 102.37' C1., 1 9'46'33" 284.00' 48.46' C18 C 54'30'05' 25.00' 23.78' C19 2'52'21" 38.0D' 1.91' C20 47C9'23' 37 00' 30.45' C21 0'45'18" 38.0D' 0.50' C22 9'22'52" 284.00' 46.50' C23 C30 20'17'03' 316,00' 111.87' 90'00'00" 5.00' 7.85' C31 138'46'11' 5.00' 12.11' C32 732'22' 116.00' 15.26' / Q 1848697 X -14C1LWN Ka RAY + 410111E0T0 AILS Al . MATCH LIVE -SET: SHEET NOt 4 151 M01VTEC1TO ILLS AVE SEE SHEET NO. 4 51PVE SAN JUAN PLACE SEE SHEET n+?..9 FOR CCNT1NUATIDN OF SIDEWALK. SEE UMD. ARCIITECT PUNS. 105 DE'TAL 'A' SCALE: 1"=40' DISTAL. 1?' SCALE:: 1"-40' DETAIL 'C' SCALE 1"=10' 7 tOv w CO 8 VICTORIA HILLS WAY N FOR CCNRNUATKON OF SIDEWALK, SEE LAND. ARCHITECT PUNS. I 1 SAN RAMOS PLACE SEE SHEET NO. 10. COURSE DATA LINE 8EAF4NC LETYCTH LI N 89'31'126 E 161.68' L2 N 89'31'12' E 4'.75' L3 N 89'31'12' E 19.00' L4 N 89'31'12" E 170.00' L5 N 89'31'12' E 70.03' L6 N 0'28'48" W 28.00' 17 N 89'31'12" E 416.47' 18 N 89'31'12' E 402.54' L9 N 89'31'12" E 70.54' L10 N 0'28'48" W 63.00' L11 N 89'31'12" E 127.00' L12 N 89'31'12' E 118 68' _13 N 0'28'48' W 11.25' _14 N 89'31'12' E 11.25' 1.3040154 5414' FE1AC/S AVE. 11.5' PIC CONSTRUCTION NOTES SAINT RRANCIS AVE. 0 CONSTRUCT 3' AC OVER 5 1/2' CAB (STREET) 02 CONSTRUCT 6' CONCRETE KEDGE CURB PER OCTAL CN SHEET 2 C) CONSTRUCT 6' CONCRETE NEM CURB (NO GUTTER) PER DETNL ON SHEET 2 04 CONSTRUCT CONCRETE CURB TRANSITION PER CITY $10, 205 CONSTRUCT CROSS CUTTER PER CRY STD, 231 0 CONSTRUCT CUTTER DEPRESSION FOR GRATE INLET PER art STD. 331 ANO T18LE ON SHEET 2 ® CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 240 (W-4.5' CURB ADAACENT, W.'6.0' NOT CURS ADJACENT) 14 WJUST W14F/11AN643LE TO GRADE CO CONSTRUCT CURB RMAP PER CRY STD. DWG. ND. 250, CASE A 0 CP:SRII/CT CURB RAMP PER CITY SED. 0M1G. P. 250, CASE B ALL CCNCRETE MX SHALL EE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT WDID # 7 33C375613 l 10' 101-14 ' 2C. -4D UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 6Y THE OAHER CR OTHERS AND THOSE SHOWN ON THE RECORDS VARINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANC EXTENT. THE OWNER, BY ACCEPTING THESE PLANS CA PROCEEDING WITH IUPRDUEMENTS PURSUANT THERETO. AGREES 10 ASSUME LU9LITY AND TO HOLO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF JRIOERGROUND UNUIIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT RJDOCATEO OR SHOAN ON ME RECORDS EXAMINED THE OONNTRACIOR IS REOURED TO TAKE DUE PRECAUTENARY MEASURES TO PROTECT THE UfLrt1ES OR STRUCTURES SHOWN N40 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTORS RESP0NSElUTY TO NOTIFY THE OKNERS OF TIE 1511LI11E5 OR STRUCTURES CONCERNED BEFORE STAR1NG WORK PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCCRONICE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSLNE 5011 AND COMPLETE RESPONSIBILITY FOR J06 SITE CONDITIONS CURING THE COURSE Of CONSTRUCTION OF THE PROJECT. INCLUDING SUIT( Of N.L. PERSONS AND PROPERTY; THAT 1145 REOUIREUENT SHAT BE MADE 10 APPLY CONTINUOUSLY N10 NOT BE LINUTE0 TO NORMAL WOWING (OURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HCLD DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE Cf WORK ON 1146 PROJECT, EXCEPTING UA8ILIIY ARISNG FROM THE 501E NEGLIGENCE OF DESIGN PROFESSIONAL PREPAR UNDER THE DIRECTION OF. /A/ EDLP DATE 9/30/17 CONSULTING OE5AGNE0 BY: DRAWN BY CHECKED BY: Orr 0THY PUDL'C WA =-S R C.E. NO 45843 P.E. IDAT ECTOR/CITY ENGINEER EXP. DATE 12/31/16 DATE. APRIL, 2016 MORSE SCHULrX EN 011411 RS su RVIYORS B E N C O , t r. K P0-109-10 012 DLV. 27 MI 190-T1 CHGIUD SOUML M CAN. EIR06E SOUOOAS1 NAY. YI11. 20 1015 SCUM HONG JACKSW 50, MN HAY.III. 0EK 1A 0115 111M1 310110 444E 50, 15 R YOST GF WDIXN 5T IAO 18' SOUTH 0E AMIE 50 IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO.31732 AMENDMENT NO.2-BELLASENO VICTORIA HTS WAY STA. 18+86.97 TO STA. J0+00.J4 A PORTION OF SW 1/4 OF THE NW 1/4 SECTICN 35, 1 6 5• R 7 E. S.8.13 & M. FOR: VTL PAUZADA, LLC W.0 NO: ONfr-Z-.01 S- Oa) 5 L\87502\31732\111M3)IbN01491E\9P-05 4/29/16 TRACT NO. 31732 AMENDMENT NO ONSITE STREET IMPROVEMENT 420 415 420 415 100' IC 0'1.41887 P1•417.67 80' IC 100' IC ON JO' IC P1.417.44 -037; 420 vg. 415 O 30+00 4M 27 -a17X 149 150 31+00 28 c1; _ B'S CI S1 l' L�} 1 .5 I4 I - !TA_ C2 1:1N ti 310190 Jrs - 417.OS TC 47648 70 a 107 IC P1.41RAE TNI. -1.00% TNI0-1.000: MP OF CURB (LEFf), 100 IC 121.417.86 IJP 41721 1C 41661 10 040' IC PA•41T01 lar IC P1.178.21 C v 44 W .4 k kb 211s- 474 FR -4-* +034X F e 1, , z _ '= . \__-105 IAN• - 1t e .005 Ms: \- -C TOP OF 4311Vif 417. A PAYEMEM GRADE MY IC A. POMP Cr lar IC L•4aP5' .. ---- 0'1.41487 ac EAD AP. 4143177 11EIO'l8001t EIY SE AMMO 17E AIR J1733 • 29 32+00 31 33+00 32 33N 11 151 152 153 IW 0 CONSTRUCTION NOTES 0 CONSTRUCT 3' AC CHER 5 I/7 C48 (MAW) Q2 Ct GTRUCT r CONCRETE WEDGE CURB PER DETNL ON STEET 2 O CONSTRUCT CROSS GUTTER PER CITY STD. 231. O CONSTRUCT GUTTER DEPRESSION FOR GRATE IIEEi PER CITY STD. 331 ANE) TABLE CN SHEET 2 f4 ADJUST VALVE/MMM01E TO GRADE 1 NJ. CONCRETE ND! VAL: BE CLASS 560-C-3250 CONCRETE »TRI TYPE V Crum UNDERGROUND UTILITIES All UAOEAGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON TIE RECORDS MANED ARE INEXCATEO ANN THUR APPROXIWTE LOCATON AND ExTENT. THE EARNER. BY ACCEPTING THESE PUNS OR PROCEEDING N1TN IMPR0VEUEARS PURSUANT THERETO. AGREES 10 ASSURE LIABILRY AND TO HOLD LY,CERSIGNLD HARMLESS FOR ANY ()WAGES RESULTING FROM EXISTENCE OF UNCERGROUNO UIIUDES OR STRUCTURES NOT REPORTE0 TO THE UNDERSIGNED, NOT NDCATED OR SHORN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SN$ AHD ANY MICR UTIUT1LS CR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPOHSIBUTY TO NOTITY THE OWNERS OF THE UTUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 615 154 34+00 0 rIc w C4 / 34 /p ,La 35+00 36+00 35 36 37 -,,F21 co 3 37+00 40 38+00 42- o .71 k 43 39+00 40+00 41+00 44 45 -- -- 35 C5 Mt* C1 7 C18 K C6 12'w. C7 019 021 -PROP. 5' DRAWL- EASE11ENT 420 415 420 415 420 415 PROFLE SCALES NOM T-40' vE31t 1'-4' PLAN SCALE VERT. f-4' ��waa cur •/ 027 155 N. 1 * -' 1 156 �. 7 IzI 115' t6' 76' 151 4 SANR4FAEL STREET SEE SNEER NO. 9 PRIVATE ENGINEERING NOTE CONSTRUCUON CONTRACTOR AGREES THAT IN A0CoiWNCC PATH GENERALLY ACCEPTED CONSTRUCDCN PRACTICES, CONSTRUCTION COMRAC1CR MILL BE REQUIRED TO ASSUME SOLE .440 COMPLETE RESPOT151BLIT'T FOR JOB SITE CON GIT10H5 DURING ME =ARSE OF CONSTRUCTION OF THE PRO.ECT. INCLUDING SAFETY OF ALL PERSONS AND PRCPLRTY; THAT THIS REQUIREMENT STALL BE MADE TO APPLY CONTINUOUSLY 0N0 NOT OE LOANED TO NCRINIL 'MORNING 71011R5. AND CONSTRUCTION CCNTRACTCR FURRIER AGREES TO DEFEND. NOEMNIFY AND NOLO DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LABUTY, REAL OR ALLEGED. N CONNECICN WITH THE PERFORMANCE OF MURK OV THIS PREUECT, EXCEPTING LABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 157 ol1 158 f 159 160 161 rp, I..�`I 8t,a 178 ORTEOA MIS WAY S££ SN££T SAINT FRANCIS AVENUE COURSE DATA UNE BEARING LENGTH LI N 0'28'48' W 4124' 12 N 0'28'48' W 48.77' L2 N 7128'48' W 70.75' L2 N 028'48 W 67,20' REV)S10NS APPR. DATE DESCl. ED BY: CRA16H BY CHECKED BY: PREPAR UNDER THE DIRECTION OF: TE. EXP. DATE 9/30/77 TANL L. 1.40R R.C.C. 20596 179 0 CASANOVA S7REET SEF SHEET N7. 7 CURVE DATA CURVE DATA R 6 R L C1 5'13'54' 1198.00' 109.39' C2 11'45'47' 1202.00' 246.78' C3 11'10'50" 1202.00' 234.56' C4 0'34'57" 1202.00' 12,22' C5 11'41'42" 1198.03' 244.53' C8 10'30'52" 1202.00' 220.58' C7 51 7 12" 1202.00' 110.90' C8 5 13'40 1202.00' 109.68' C9 5'21'04' 2400.00' 224 14' CIO 3'24.33" 2400.00' 142.80' C11 1'56'31' 2400.00' 81.34' C12 5'13'54' 1216,00' 111.03' C13 5'13'54' 1180.00' 107.74' C14 11'45'47 1184.00' 243.08' C15 9'04'51" 1220.00' 193,36' UNDER THE DIRECTION OF: TE. EXP. DATE 9/30/77 TANL L. 1.40R R.C.C. 20596 179 0 CASANOVA S7REET SEF SHEET N7. 7 CURVE DATA A A RO4 0 BY: 0 on -re `7�frNA.4e� URLIC W 5 MLCTOR/CITY ENGINEER R.C.E. N0. 45843 CRY Of LA OU114TA 5/gip ExP. DATE 12/31/16 CONSULTING PLANNERS MORSI SCHULTZ 41141 4 Id. 214 how DIM, CA 11211 V.7N 760.6743776 C W7,4.d0 .IN1 NI ENOINISRS SURVEYORS SCALE. PER PLAN OATC APRT. 2016 tl C h C N Y A N K 10-'07-U ENT' Of! 21. NI I01-20 04111m UMW 0'4 GAIL ERUCL 101MUST Yf116 WYLL 20 RUES SCRIM HORS 1 :KSCM 5N. MN M!! 111. FEN 70 Rlf1 REST ANN MTIA.0 10, 45 f1 YEA 67 W0IXN ST 400 16' WAR 60 NINE 10 WDID # 7 33C375613 AMENDED 1R. NO. 31733 z-. 40' TO' 0 IV 20 40' 1'.40' GRAPHIC SCALE IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA ON-SJTE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2-BELLASENO SANT FRANCIS AVENUE STA. J0+00.34 TO STA. 41+35.77 A POR11014 OF SW 1/4 OF THE NW 1/4 SECTION 35. T 6 S. R 7 E. S.B.B. & N. SHT 6 0E12 SITS. TOR. VTL PALJZADA. LLC w.0 N0: EIA 1lT-Y r I . .+�• L 1:�87502\31732\11PIAM5101441E\SIP-06 4/29/16 0 z w g -J w m •N O z z w 2 z W O 1- • I FA a. O Fa w 3"n O 6 R L C16 11'41'42" 1218 00' 248.20' C17 10'30'01' 1180.00' 216 25' C I8 10'09'42" 1184.00' 209.99' C19 318'11" 1220.00' 70.33' C20 3'15'09" 1220.00' 69.25' C21 4'59'54' 2418 00' 210.94' C22 2'1919' 2382.00' 96.76' C23 9350'57 25.00' 40.95' C24 84'39'48" 25.00' 36.94' C25 88'08'23" 25.00' 38.46' C26 87'54'06' 25 00' 38.35' C27 93'01'25" 25.00' 40.59' C28 9crovocr 25.00' 39.27' A A RO4 0 BY: 0 on -re `7�frNA.4e� URLIC W 5 MLCTOR/CITY ENGINEER R.C.E. N0. 45843 CRY Of LA OU114TA 5/gip ExP. DATE 12/31/16 CONSULTING PLANNERS MORSI SCHULTZ 41141 4 Id. 214 how DIM, CA 11211 V.7N 760.6743776 C W7,4.d0 .IN1 NI ENOINISRS SURVEYORS SCALE. PER PLAN OATC APRT. 2016 tl C h C N Y A N K 10-'07-U ENT' Of! 21. NI I01-20 04111m UMW 0'4 GAIL ERUCL 101MUST Yf116 WYLL 20 RUES SCRIM HORS 1 :KSCM 5N. MN M!! 111. FEN 70 Rlf1 REST ANN MTIA.0 10, 45 f1 YEA 67 W0IXN ST 400 16' WAR 60 NINE 10 WDID # 7 33C375613 AMENDED 1R. NO. 31733 z-. 40' TO' 0 IV 20 40' 1'.40' GRAPHIC SCALE IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA ON-SJTE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2-BELLASENO SANT FRANCIS AVENUE STA. J0+00.34 TO STA. 41+35.77 A POR11014 OF SW 1/4 OF THE NW 1/4 SECTION 35. T 6 S. R 7 E. S.B.B. & N. SHT 6 0E12 SITS. TOR. VTL PALJZADA. LLC w.0 N0: EIA 1lT-Y r I . .+�• L 1:�87502\31732\11PIAM5101441E\SIP-06 4/29/16 0 z w g -J w m •N O z z w 2 z W O 1- • I FA a. O Fa w 3"n O 6i 420 415 420 415 420 415 9+00 MONTECITO HILLS AVEM.E SEE SFfET N17, 9 tiv 70 8480.00 CASW)HI STREET* 8.8200 r+01/7ED70 AeDts Ale .�I 1r LOT LL 195 10+00 194 11+00 12+00 CONSTRUCTION NOTES QI cc srmJCT 3' AC OYER 5 1/2" AB (STREET) 02 CONSTRUCT 6" CONCRETE WEDGE CURB PER DETAIL ON SHEET 2 QI CONSTRUCT CUTTER DEPRESSOR FOR GRACE INLET PER CRY STD. 331 AND TABLE ON SHT. 2 14 ADJUST VALLE/IUHHOLE TO GRHIC © CONSTRUCT CURB RAMP PER CITY STD. CMG. ND. 250. CASE A KL CONCRETE MIX SHALL BE CUSS 560-C-3250 CONCRETE win TrPE V CEMENT 67 UNDERGROUND UTILITIES ALL UNDERCRCUNA UILITIES OR STRUCTURES REPORTED DY THE CWNER OR OTHERS ANO THOSE STRAW ON THE RECORDS EXAMINED ARE INCICATEO WITH THEIR APPROX► .TE LOCATION AND EXTENT THE OWNER. BY ACCEPTING THESE PIANS OR PROCEETNG WITH IMPROVEMENTS PURSUANT THERETO. AGREES TO ASSUME UABILRY AND TO HOLD UNDERSIGNED (WINLESS FOR ANY MACES RESULTING FROM EXISTENCE OF UNDERGROUND MUTES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN CN THE RECORDS EXAMINED. THE CONTRACTOR 70 MOWED TO IME WE PRECAU110WRY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRV.CTURES KCVO AT THE SITE. R SHALL BE CONTRACTOR'S RESPONSIBUIY TO NOTFY THE OWNERS 01' THE UTILITIES OR STRUCTURES CONCERNED DEFORE STARING WORK w 193 192 L3 10160 11 65 64 63 N 191 190 CIT 189 414.50 TC 413.92 FL 13+00 FOR COHTINU4TICN OF SIDEWALK. SEE URD. ARCHTECT PUNS. 188 14+00 2 g 88 FTOP OF CURB (RIGHT) a. 1 ._ 15+00 16+00 17+00 Y0.54X 18+00 420 415 420 415 420 415 PROFILE SCALES BOAR. T-40' YERT. T-4' PLAN SCALE VERT. 1-4' SAINT FRANCIS A VENUE SEE SHEt7 ;i0. 6 62 • 4 PRIVATE ENGINEERING NOTE CONSTRUCTION CCNfRACTOR AGREES PUT N ACCORDANCE '.07TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR W1LL 8E REQUIRED TO ASSURE SOLE AND COMPLETE RESPONS181U1Y FOR JOB SITE CCNDITOUJS DURIN0 TIE CYJIJRSE OF CONSTRUCTION OF THE PROJECT. NCLUOING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT DE UMI0ED TO NORMAL WORKING HOURS. AAO CONSTRUCTION CONTRACTOR FURTHER AGREES TO OFFEND. INDEMNIFY ANO HOLO OESIG4 PROFESSIONAL HARMLESS FROM ANY AND ALL UABILITY. REAL OR ALLEGED. IN CPwEC110N 1WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING U413LII4 AAISIVG FRCM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 61 61 59 58 FCR CONDNUAT1ON OF SCEWGLK, SEE !ARV? ARCHITECT PUNS 2 AD� fQ� Oi W 7 CASANOVA STREET PARK PREPAR S UNDER THE DIRECTION OF: ezeiL /30/17 CITY OF LA OUINTA CURVE TABLE O 0 R L C 1 13'28'2 1 ` 1202.00' 177.74' 2 20'20'20' 598 00' 212.28' 03 11-51'59" 602.08' 124-68' C6 8'28'21" 1220.03' 180.40' C5 8'28'21" 1184.08' 175.08' C6 20'20'20" 580.00' 205.89' CT 20'20'20` 616.00' 218.67' C8 11'51'59' 620.00' 128.41' C9 11'51'59" 584,00' 120.95' DESIGNED BY' CHECKED BY. 0 H R ELIC WO RWS DIROR/CITY ENGINEER RC.E. NO. 45843 6 EXP. DATE 12/31/16 MORSE 4CHULTz ENGINEERS OUSE DATA UNE BEARING LENGTH 11 N 89131'12' E 225.28 L2 N 89131' 12" E 266.38 L3 N 8031'12" E 180.28 L4 N 8731'12" E 184,28 15 N 8731'12 E 221.48 16 N 873I'17 E 226.76 41163 BuNvelk Sola 277 /elm Os1M. CA 42211 Vela, 760.674.5776 abgMmbensay a: SURVEYORS BENCH N*RK Po -100-10 Ole DLV 27 611 100-70 CRSCLED 90AN11 ON CH1L Hi0IF SOLTIE11.7 X45 YALE 20 PIES 5C4104 ALONG J.4KS011 ST fRCO towill. DEN 2.0 7EG KSI ALONG HONE 50, 45 FT VEST OF MOON SI. 4110 14' SOAK Of MCRLC 50. WDID # 7 33C375613CS 40' 20' 0 10. 2D 40' GRAPHIC SCALE IN THE CITY OF LA C'UINTA, STATE or CALIFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO.31732 AMENDMENT NO.2-BELLASENO CASANOVA STREET STA. 8+80.00 TO STA. 18+86.36 A PORTION OF SW 1/4 OF THE NW 1/4 SECTION 35, 7 6 S, R 7 C. S.B.B. & M. .Ill 7 FOR VTL PAUZADA LLC ()Orr 2_ 0 ic• 0009) W.0 N0: t\87502\3I732\11dPUINS INSITE 1P-07 4/29/16 0 z w Yn g w CO C4 O z I - z w z w Q N M f` T z I— U Yn z 0 I— z w i w O 0 i~ w w 07 w F- 0) z O Jit 420 415 420 415 420 415 Lm54,98' OC F1-41541 !r TO£PMOF CURB ti 8 Tpa +0.95X ATOP VEMENT GRADE 12+16.49 -2 415.53 TC 414,95 FL 10+00 MONTECITO HILLS AVE SEE SHEET NO. 4 Cr 14' 1,Ars 75 1 1 74 0' '-TOP OF CURB (RIGHT) 94 11+00 N 12+00 v N co 95 7^ �n rIgfr 'l:1,J i'J_ LI 1. ->t• /6'W L4 .Q 13+00 SAN JUAN PLACE 0.2)600 - MATCH [►� SEE AT MOM HEctEOV >4 0 ;n r3+05 44 EC 0> 1 1t. 73 �A`1' 1 CTTO HILLS AVE 5+• << ;,,E[T Mi. 4 CURVE TABLE 1 8 R L CI 9009'07 53.00' 83 25' C2 9103'07 35.00' 54 98' C3 90'00'00' 71 CO' III 53' 119 118 117 116 ' • N SANTA RITA STREET COURSE DATA • BEARIG DISTANCE LI N 6531'12' E 223.19' L2 11 028'48' W 18.56' L3 N 8531'12' E 181 48' L4 N 8531'17 E 177.33' 15 11 O28'48' W 20.56' L6 11 028'46' W 16.56' 115 114 420 415 420 415 MOO IC 13.0644 EC- A RTM 57 13+06.a cc- J7wr 14+00 CONSTRUCTION NOTES Q7 CCAISTRLKT 3' AC 06£R 5 I/2' CAB (STREET) 0 CONSTRUCT c CONCRETE WEDGE CURB PER DETNL Cl SHEET 2 0 CONSTRUCT GUTTER DEPRESSION FOR GRAZE NLET PER CITY STD- 331 11D PER TABLE ON 9fET 2 © ADJUST VALVE/4ANHOLE TO GRADE IM. CONCRETE MIX SWILL BE CLASS 550-C-3250 CONCRETE 1t1TH TYPE V CEMENT 13+00 96 14+00 97 r5 L11 I ±1' t•J 98 15+00 99 100 16+00 101 102 17+00 103 104 420 415 420 415 420 415 PROFE SCALES HORCT. r -4o' VERT. r-4' PLAN SCALE YEW. 1'-4' VICTORIA HILLS WAY SEE SHEET NO 5 r.5 16' 16' 1.51 10 .f 181 113 112 111 CURVE DATA # 6 R L Ci 10'29'13- 535.50' 97 65' C2 24'39'35- 266.50' 114,70' C3 14'10'22" 533.50' 131,97' C4 14'29'13' 551.50' 100,94' C5 1Ci 29'13' 515.50' 94,35' C6 24'39'3F 248.50' 108,95' C7 24'39'35" 284.50' 122,45' C8 14'10'22" 551 50' 138.42' C9 14'10'22' 515.50' 127,51' 110 109 SAN JUAN PLACE COURSE DATA l BEARING DISTANCE L1 11 728'48• W 50 10' L2 N 728'48" W 91 86' L3 11 728'48' W 50.10' L4 N 726'48' W 50.10' L5 N 728'48' W 50.86' L6 N 728'48- W 50.86' i lICTORrA /TILLS WAY SEE SHEET MO. _5 rti 8 9 WDID # 7 33C375613 40• 20' 0 l0' 20' V' I-.40• GRAPHIC V.:AL' UNDERGROUND UTILITIES ALL UNOERCROUND UTILITIES OR STRUCTURES REPORTED BY THE OM£R OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMNED ARE INDICATED LWTH 11 -CR APPROXIMATE LOCAT90N MRD EXTENT. THE OWNER, BY ACCEPTING TOPLANS PROCEEDING WITH IMPROVEMCNTS PURSUANT THERETO. AGREES AASSSLAAE LIADLITY AND TO HOLO UNDERSIGNED HARMLESS FOR AN' CAMASES RESULTING FROM EXISTENCE CF LNE7ERGR0UND VTILRRES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INCICATED OR SHORN ON THE RECORDS EINMINEO. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ME UTTLMES OR STRUCTURES SHORN MRO ANY OTHER UIIUTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UFILFTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES TH41 IN ACCORDANCE 1MTH IENERALLY ACCEPTED CCNSTRUCITON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COAPLETE RESPONSIBILITY FOR J00 SITE CONDMONS CURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDNG SAFETY OF ALL PERSONS AND PROPERTY, THAT TH15 REOUIREMEN" 5H411 BE MADE TO APPLY CONTINUOUSLY AND NOT OE WAITED 10 NORMA. WORMING HOWLS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO OEFEND. NOENNIFY AND HOLD DESCH PROFESSIONAL HARMLESS FROM ANY A240 ALL UA8ILITY, REAL OR ALLEOED, IN CONNECTION Y41TH THE PERFCRIMACE OF WORM ON THS PROJECT, EXCEPTING UABILITY )RISING FROM THE SOLE NEDUGENC£ CF OESIGN PROFESSIONAL DESIGNED BY; RPP CHI''KII1 H,'' DATE PREPARED NDER THE DIRECTION OP TE r% STA RL M RSE' E 9/30!17 R.C.E. 20596 APP - • y CITY OF LA_ OUINTA 14 bii PUBLIC WOR OIR$4'OR/CRY ENGINEER R.C.E. NO 45843 EXP. DATE 12/31/16 CONSULT1NG PLANNERS SCALE PER PLAN DATE. APRIL, 2016 MO0St SCHULTZ 41666 6wrowala Fa* 211 Palm Oman, CA 92211 Yaia, 7404.745776 cbCHKaa/igwl ENGINEERS SURVEYORS 0 14 C H Y ARK PO -10940 D£/. I11V. 27 941 I41-74 MEND SOAWE CN CPA BR0T1 S1:000.51 rOCWU. 20 MLS SWM NOAG JICA5011 SI. IROB HILI!!, 11471 2.0 OW 10!31 ALONG MT2AJ1 50, 45 R. RES1 CT WOGCN ST. NM 16' SCUM 08 MK( SO IN THEciI :Tk STATECALIFORNIA ., TY OF LA 70'11 � T_ OF CAVI ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2-BELLASENO SANTA RITA STREET 10+0,040 TO 13+06.44 SAN JUAN PLACE 13+06.44 TO 18+11.28 A PORTION OF SW 1/4 OF THE NW 1/4 SECTION 35, T 6 S, R 7 E, S.B.B. & M. SHT. 8 OF12` SHTS. FOR VTL PALIZADA, LLC w.o 140, 11,,87502\31732\iNPlf15\ON91E\9P-06 4/29/16 420 415 420 415 420 415 4$.504 91 x754 71 415.56 TC 10+00 SAN R4A, PLAC SEE S/!E£I Nolo 1.5• 11+00 12+00 420 415 420 415 420 415 13+00 SANT FR4P a3*' AVE SEE SNEET IAO. 6 1Tip I � N Toa 140 ' 40b 4. 155 * SANy£ 109PLsHEET NO. AAo a 3k 139 156 4. d -7 ♦i O SAN RAFAEL STREET 33 II Li t2+77.35 SAY RAFAEL ST =33#85.3! 9AV7 FRANCIS AVE. PROBE SCALES HOW. r-40' VETT. r -a' PLAN SCALE VETT. r-4' i 1 I i I Y 18' 1 T I „I 10'1 L2PA IA I I FR A NCI AVE �� SNfET 130- 6_ CONSTRUCTION NOTES OE CONSTRUCT r AC OVER 5 1/r CAB tS1Nlt1) 0 CONSTRUCT CONCRETE CURB TPA/ISDN PER 0111' STD 265 0 CONSTRUCT CUTTER DEPRESSION FOR GRATE INLET PER CRY STD. 331 AND TABLE ON SLEET 2 08 40+1STRUCT CONCRETE SIDe*ALIG PER CRY SLD. on. I. 240. 06-4.5' OMB ADJACENT. W=6.0' NOT CURB ADJACENT) 0 CONSTRUCT 6 CURD AND GUTTER PER Cltt STD. 201 • CONSTRUCT GLITTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY 5T0. 330 14 ADJUST VALVE/IAWHOIE TO GRADE CO CONSTRUCT CURB RAMP PER OTT STD DRC. N0. 250. CASE 8 AIL CONCRETE 1NX SHAM OE CLASS 500-C-3250 CONCRETE MH TWE V CEMENT 420 415 420 !415 420 415 L-56.14' OC OC 50' l4 PORB W OF 70' VC L03&23' 8/4 8/4 .1/4 16/4 -241, 113113.44-O. E CBI E-2 416.84 lC 416.01 fl. TOP OF CURB (LEFT) 70' TC PE -418.79 017+165X. A zt-+20016 2 L-34.73. OC Elk PORTION OF 70' IC Cit:a°5sX GDA -+2,00% yG MP OF PAHEWEINT GRADE L-54.73' 6/4 A/4 8/4 8/4 OI - N 10+00 11+00 TOP OF CURB pan) 12+00 CURVE DATA COURSE DATA # BEARING DISTANCE 11 N 89'311i E 277.35' T2 N 8911'I7 E 18697' T3 N 89'31124 E t92.37 33 II Li t2+77.35 SAY RAFAEL ST =33#85.3! 9AV7 FRANCIS AVE. PROBE SCALES HOW. r-40' VETT. r -a' PLAN SCALE VETT. r-4' i 1 I i I Y 18' 1 T I „I 10'1 L2PA IA I I FR A NCI AVE �� SNfET 130- 6_ CONSTRUCTION NOTES OE CONSTRUCT r AC OVER 5 1/r CAB tS1Nlt1) 0 CONSTRUCT CONCRETE CURB TPA/ISDN PER 0111' STD 265 0 CONSTRUCT CUTTER DEPRESSION FOR GRATE INLET PER CRY STD. 331 AND TABLE ON SLEET 2 08 40+1STRUCT CONCRETE SIDe*ALIG PER CRY SLD. on. I. 240. 06-4.5' OMB ADJACENT. W=6.0' NOT CURB ADJACENT) 0 CONSTRUCT 6 CURD AND GUTTER PER Cltt STD. 201 • CONSTRUCT GLITTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY 5T0. 330 14 ADJUST VALVE/IAWHOIE TO GRADE CO CONSTRUCT CURB RAMP PER OTT STD DRC. N0. 250. CASE 8 AIL CONCRETE 1NX SHAM OE CLASS 500-C-3250 CONCRETE MH TWE V CEMENT 420 415 420 !415 420 415 L-56.14' OC OC 50' l4 PORB W OF 70' VC L03&23' 8/4 8/4 .1/4 16/4 -241, 113113.44-O. E CBI E-2 416.84 lC 416.01 fl. TOP OF CURB (LEFT) 70' TC PE -418.79 017+165X. A zt-+20016 2 L-34.73. OC Elk PORTION OF 70' IC Cit:a°5sX GDA -+2,00% yG MP OF PAHEWEINT GRADE L-54.73' 6/4 A/4 8/4 8/4 OI - N 10+00 11+00 TOP OF CURB pan) 12+00 CURVE DATA C 6 R L C 1 54'30135• 25.00' 23.78' C7 2'52'21 38.00' 1.91' C3 4709'23* 37.00' 30.45' C4 9024'3F 35.00 55.23' C5 54'30'05" 25 00' 23 78' C6 015' le 38.00' 0.50' C7 4709'23' 37.00' 30.45' C8 89F35'26' 35.00 54.73' C9 31'00'10' 10.00' 5.41' C10 67007(" 18.00' 19.48' W YNDEMERE WAY COURSE DATA LINE BEARING DISTANCE 11 N0028'48'W 23820' 12 N3028'40W 50.44' L3 N0028'481W 21.58' 14 N0028'46'W 30.28' WDID # 7 33C375613 425 420 425 420 425 1420-- 40' 20• 0 10' 20' 40' `1'-40. GRAINFIC SCALE UNDERGROUND UTILITIES ALL U. ERGR0UN0 UIUTIES OR STRUCTURES REPOTTED BV THE ONNER CR DINERS AND THOSE SMCIAN ON THE RECORDS DAMNED ARE INDICTED %MN TIER APPROx14ATE LOCATION AHD EXTENT THE OWNER, IN ACCEPTING THESE PUNS OR PROCEEDNG WITH IUPROYEMENTS PURSUANT THERETO. AGREES TO ASSUME UABILITY AAD TO HOLD UNDERSIGNED HARMLESS f0R ANY DAMAGES RESULTING FROM DIISTE14CE Of UNDERGROUND UTWTIES OR STRUCTLNES 1401 REPORTED TO THE UNDERSIGNED, NOT INDICATED CR 51.0401 OR THE RECORDS E(AMF'ED. ME CONTRACTOR 15 REOUIRED TO TAKE CUE PRECALMC`IARY LE*S4RES 10 PROTECT THE U1IITTES OR STRUCTURES SHOWN AND ANY OTHER UDLITES OR STRUCTURES FOLND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONS19LI1Y TO NOTIFY THE OWNERS or THE AMITIES OR STRUCTURES CONCERNED DEFCRE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORW14CE WITH GENERA/LT ACCEPTED CCNSTRI/CTmN PRACTICES. CONSTRUCTION CONTRACTOR WEL 06 RECUIREO 10 ASSINE SOLE AND COMPLETE RE.SPONSIDIUTY 70R J00 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION or THE PROJECT INCLIAINC SAFETY Of ALL PERSONS MID PROPERTY, THAT THIS REOLIHEMEAI SWI1 BE 4ACf TO APPLY CONTF4VOVSLY AND NOT DE UNITED TO 040RM.'L t10RKWG HOURS. AND CONSTRUCTION CONTRACTOR RATHER AGREES TO DEFEND, INDEMNIFY ANO HOLD OESICN PROFESSICNAl HARMLESS FROM AMI AND ALL OAKEN. REAL OR ALLEGED. IN CONNECTION 111711 THE PERFORMANCE OF WORK 014 T1115 PROJECT. EXCEPTING LI581LEIY A4150G FROM THE SOLE NECUGFNCE Cf OCSIGR PROFES9CNAL WART DESIGNED BY: REVISIONS APPA DATE ORAWN 8Y: CHECKED D'I' PREPAR UNDERTHE DIRECTION OF: 7E. 017/‘ DATE 9/35717 CITY OF LA QUMITA A BUG W0 " 0 R E. N0. 45843 1, P.E. CTOR/CITY ENGINEER EXP. DATE 12/31/16 PLANNERS SCALE: PER PLAN oA7E: APRIL. 2016 040111 SCHULTI ENGINEERS 41143 1.4066611 4.0. 211 AM- D -•-I. CA 12111 Volt*, 760-6744770 t..IMn.s:a.nry ..1 SURVEYORS E N C N MARK: PD -104-I0 IUOI NLN. 27941 100-70 CNSDCD Ma CR CAR 6110GE SCUD./6t 014; Nu. 2.0 9115 SOON 1.0110 4405014 51. 11414 0*0.111, 111141 20 44105 GET gm .14041E 30 4$ F7. WTI OF 11015041 5t AV 10' SOON OF 466E SO IN THE CTTY OF LA OUINTA, STATE OF CALIFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO.31732 AMENDMENT NO.2 - BELLASENO SAN RAFAEL STREET 10+00.00 TO 12+77.35 WYMN IERE WAY 10+00.00 TO 12+38.20 A PORTION Of SW 1/4 OF THE NW 1/4 SECTION 35, T 6 S, R 7 E, 5.8.8. & M. SHT9 0F12 sFITS. FOR: VTL PAUZADA, LLC i3A k -r-,.... .._...I «.0 NO: I:\B7502\31732\NW/45ti1'11SITE\SP-09 4/29/16 420 415 420 415 420 415 50' 1C P1.41851 +0.54X 5O' ,C 0'1-417.19 50' TC A'-417.18 8 +0.54X 7°'00.a7 • f sFr 44 Aka A� 10+00 OMEGA I-RLLS WAY SFF SHE£7 14[). J 1 15' 173 174 175 CURVE TABLE 1 e R 1 C1 1418'58- 302.00' 75.46' C2 12'46'53' 49800' 111.09' C3 102'51' 498.00' 122.10' C4 20'37'21' 302.00' 108.70' C5 806'35 498.00' 70.49' C6 14'18'56' 284.00' 70.15' C7 I4'18'55 32003' 79.96' C8 2649'44' 516.07' 241.62' C9 727'30' 48003' 62.48' CIO 645'27 48000' 73.36' 011 20'37'21- 284.00' 102.22' C12 2013721' 320.00' 115.18' CI 8'06'35' 516.00' 73.03' CI4 806'35' 480.00' 67.94' C15 9650'21' 25.00' 42.25' C16 9529'07 25.00' 40.79' 50' Vt 10 P1-416.51 voq � p 4434% v � 50' 1C P1-417.19 � w 11+00 12+00 r 129 5 -064X -0.64X 50IC PI' -4(6.0! jp.81S 13+88.50 CBtC- 416.08 TC 415.50 FL -0.64X -c TOP OF PAVEMENT GRADE tl o V. 4 +0.81 13+69.07 C /YI 416.11 L-42.25' OC 9'4 9"4 94y4 M L-40771' OC 9'4 1'4 4'4 Y4 fi ' 1,4 us r M 13+00 128 14+00 RETENTION g BASIN# 1 x 127 126 TOP OF CURB (RIGHT) M 15+00 125 124 16+00 123 122 8 8 17+00 121 120 vs 18+00 16 Ip COURSE TABLE if BEAMS DISTANCE LI 11 0'28'4B' W 182.52' L2 N 0'28'48' W 185.13' 13 N 0'28'46' W 139.52' 1.4 N 0'28'48' W 139.52' L5 Al 0'28'48' W 139.52' L6 11 O'28'48' W 139.52' UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY TME 0,IHER OR OTHERS AND THOSE SHOWN ON THC RECORDS EXATIINED ARE INDICATED MITA THBR APPROXIMATE LOCATION AND EXTENT THE OMWER. BY ACCEPTING THOSE PLANS OR PROCEEDING ITh IMPROVEMENTS PURSUANT THERETO. AGREES TO ASSUME UABILILY AND TO HOLO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROLIA0 UTUTIES CR STRUCTUIES NOT REPORTED TO THE LNCERSIGNED, NOT INDICATED OR BRAIN ON THE RECORDS EXAAR,ED. THE CONTRACTOR IS REQUIRED 70 TAKE Gut PRECAUTIONARY MEASURES TO PROTECT THE LTOUTE:S OR STRUCTURES SHOWN AND ANY OTHER UTUTIES OR STRUCTURES FOUND AT THE 511E. R SHALL BE CONTRACTOR'S RESPONSIBUTY TO NOTIFY THE OWNERS OF THE UTIUTES OR STRUCTURES CONCERNED BEFORE STARTING MORK. .16' 4 SAN RAFAEL ST SEE SHEET NO. 9 CONSTRUCTION NOTES 0 CONSTRUCT Y AC MR 5 1/7 CAB (STREET} 0 CONSTRUCT C CONCRETE V6.D E CURB PER DETAIL ON SHEET 2 0 CONSTRUCT GUTTER DEPRESSION FOR GRATE INLET PER CRY STD. 531 AND TABLE ON SHEET 2 14 ADJUST VALVE/MA*1 E TO GRADE AIL CONCKTE WIX SCOW. BE CIASS 560-C-3257 1ON:RET/ 141711 T i€ Y CEMENT PRIVATE ENGINEERING NOTE CONSTRUCNON CONTRACTOR AGREES 1MAT IN Ar.coRDANCE 41TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MILL BE REQUIRED TO ASSUME SOLE AN0 COMPLETE RESPONSIBUTY FOR JOB SITE CONERIONS DURING THE COU15E OF CONSTRUCTION or THE PROJECT INCLUDING SAFETY OF ALL PERSONS MIO PROPERTY. THAT THIS RECUREMENI SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL MORKIVG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDENBRFY ANO HOLD OE51GN PROFESSIONAL IURULESS FROM ANY AND ALL LABIUIY. REAL OR ALLEGED. IN CONVECTC+4 MiTH TIE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LL'8L11Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SAN RAMOS PLACE 1� DESIGNED BY. RLVISIONS APPR OAT( DRAWN UY• CHEC KED BY. PREPARED NDER THE DIRECTION OF: r/t�/1 STAN M A G OR 4)144"... 9 _O 1 PREPARED NDER 7 R C.E. 20596 APPROVED BY: 146 CONSULTING CITY OF LA QUINTA T1 OTHY R A DLIC WO' 01 R.C.E NO 45843 4. P.L. CION/CITY ENGINEER EXP. DATE 12/31/16 PLANNERS 147 MOSTI lir t3 !fi' 16' r.5' VICTORIA /-ALLS WAY SEE SWEET 10 5 18 SCHULTZ 41443 6oa.0-olk lulls 211 Aelm D.,. t CA 11111 VIM, 760374-1776 ENGINEERS SURVEYORS SCALE PER PLAN DATE: APRIL 2016 BENCH NARK P0-109.76 0L7 no 17. 041 ICO -70 CN&ELTD 9DAIRL ON CA NV. BROGE 90UTIErt:1 MN: Wg,t1 20 YES SOUTH *L $7 .BCKSON 5T 6900 HST. 111. 1906 T.0 NLF5 HEST AUMC MOTIJE 'A. 4.1 61. VES1 OF IULSCH ST 7419 18' 90114 OF *EWE 10. LNCr-2-0(S•aaA 420-+- 415 420 415 420 415 PROFLE SCALES HcR'Z. r-40' VERT. I-4' WDID # 7 33C375613 PLAN SCALE VETT. T'-4' sr 1-.. 43' 1) 11' 217 INT}IE i CITY IIll l� OF STATE CL _ S ., E OF C.AIJFORNW ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2-BELLASENO SAN RAMOS PLACE STA. 70+00.00 TO STA 18+55.49 A PORTION OF SW 1/4 OF THE NW 1/4 SECTION 35, 7 6 5• R 7 E, S.B.B. & M. ',1,10 01 12 ;I1 FOR: VTL PAUZADA, LLC W.0 N0: I:\87502\31732\IIODUIS\ON911\SP-I0 4/29/16 ONSITE STREET IMPROVEMENT PLANS - TRACT NO. 31732 AMENDMENT NO. 2 - BELLASENO 1-1PN AVENUE 60 some & ST78Ph1C PER OFF-SfTE WRROVENENT PUN 1 t' RASED 1AE014Y- to 384 I 38.4' N ® 20+26.40 VICTORIA HILLS WAY b l"Y 0 10+00.00 cSNTA RAA Sr. =14+31.46 1R3NTEC110 IAtLS AVE. 18' 18• 18' 8 l8' SANTA RITA STREET UNDERGROUND UTILITIES ALL U.CERGR0UN0 UTILITIES 0R STRUCTURES REPCRTED BY THE OWNER CR OTI-ERS ANO TH0E 9471.74 ON 111E RECORDS EXAMINED ARE INDICATED WEN T1EIR APPROXIMATE LOCATOR AND EXTENT. THE GAINER. BY ACCEPTING T.E5E PLANS OR PROCEEDING WFTH IMPROYEMF.NTS PURSUANT THERETO, AGREES TO ASSI.WE LLABUTY A14D TO HOLD U1: ERS1GnEO HARMLESS FOR ANT DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UfhITES OR STRUCTURES NOT REPORTED 10 THE UNDERSIGNED. NOT IN0CATCO OR SHOWN CN THE RECORDS EXAMINED. THE CONTRACTOR IS REOUIRED TO TARE OUE PRECAUTIONARY MEASURES TO PROTECT THE UTILRES OR STRUCTURES SHOWN ANC> ANY 0114ER UIUJTES CR STR-CIURES FOUND At THE SITE 11 STALL BE CONTRACTOR'S R`-SPCNSIE+LITY TO NOTI'Y THE OWNERS CE THE UTIUTES CR STRUCTURES CONCERNED BEFORE STARTING 'ACRK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT 111 ACCORDANCE WITH GENERALLY ACCEPTED CANS1k'_CI19N PRA.CICES, CONSTRUCTION CONIRAC10R WILL OE REGJREO TO ASSUME SOLE AND CCMPtETE RESPONSIOILIY FCR ))6 STE CONDITIONS CXRING THE COURSE OF CONSTRUCTEN OF THE PROJECT INCLUDINE, SAFETY O' ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 31441.1 OE MADE TO APPLY CONTINUOUSLY ANC NOT OE LIMITEC TO NL^RMAL WORK:NC HOURS, Ano CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INCEMNIfY AND HOLD DESM,N PROFESSIONAL HARMLESS FROM ANY AAT) ALL OA4ILITY. REAL CR ALLEGED, IN CONNECTION 41TH THE PERFORMANCE OF WORN CN TH15 PROJECT. EXCEPTING LIABILITY AAISNG FROM THF 301.E NFGI.IGENCE 0" CESI0N FR011'3310441. 23+68 REV516NS #PPR OESI;NEO HY DRAWN BT' CHECKED EPP 11+00 Zr Q' AY7 24+47.39 IRCWR'4 /+US WAY -10+00.00I1717Y0EMER E14Y RETENTION BASJN ;" SIGNING & STRIPING CONSTRUCTION NOTES 100 INSTALL SARI RAID SIGN PER CRY STD. 503 NSTALL 171 (STOP) S1GN PER CITY STANDARD & SPECIFICATION AND PER PUH 10 PAINT STOP BAR & LEGEND PER CITY STANDARD & SPEOFICATKNI AND PER PLAN 1® NSTALL R26 (PARKING REGULATION) SICK PER CITY STAIMLVRD & SPECIFICATION ARO PER PUN 0 NSTALL FLUE RETROFIECTIVE WAXERS 105 NSTALL R4-7 (KEEP RIONT) SIN W/01.11-1 PER CA IRJTCD 2014 1® NSTALL R3 -SR SIGN PER CRY STANDARD & SPECIFICATION Alb PER PINI 109 NSTALL 112-6 & *16-12P(TRAFFIC CRETE) SIGNS PER CA WUTCD 2014 (Th PAW WEE,AN CURB YELLOW (SEE SHEET 12 FOR SIGNING & STRIRNG OLVKTRE:S MD SIGN ICONS) 26 +23 el II ll r lerr I J^ri C AVL 10+00.00 SAA RAFAEL ST. -13+69.07 SW RAMOS PL PREPARED, UNDER THE DIRECTION OF: Gf,T� xF'. DAM 9/30/11 STANLEY G. 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L STOP LEGEND/STOP BAR LAYOUT & STOP SIGN PLACEMENT To LEGEND L STREET N1,4 SAN &UE RLTRORECTAE MARKER T TRAFFIC SIGN STREET NAIVE Ri —1 6,24' PARKING AN Y TIME .f 103 R26 (CA) 12'W X 18'H .7 �R4-7 24-W .30"H (Iv ONLY j R3-5(RT) 24'W x 30'H TRAFFIC CIRCLE R3-5(RT) 24'W x 313'H 1 WDID *7 33C375613 i 40' 22' 0 10 20' 40' GRAPHC SJ.F UNDERGROUND UT1UTIES AAL UNDERGRCA-ND U1L111ES OR STRUCTLRES REPORTED BY 114 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS LXAMNED ARE NETCAIED WITH THEIR APPROXNAtE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLA45 OR PROCEEONG 1411H IMPROVEMEMS PURSUANT THERETO. AGREES TO ASSUME LIADIUTY AND TO HOLD UNCERSGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND wants OR STRUCTURES NOT REPORTED TO THE UNOERSGNED. NOT INDCATED OR SHORN ON THE RECORDS EXAMINED. THE CONTRACTOR IS RECURED TO TARE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHORN AND ANY OTHER VTIL.IfES OR STRUCTLRES FOUND AT THE SAE IT SHALL DE COMRACTCRS RESPONSIBILITY TO Nom, THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTNG wow PRIVATE ENGINEERING NOTE CONSTRUCTION CCNTRACTCR AGREES T}NI N ACCORDANCE AIIH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CCASTRUCT) J CONTRACTOR W1l1 IX REQUIRED TO ASSUME SOLE AND COUPLETS RESPONSIBILITY FOR .0B SITE COMMONS DURING 114E COURSE OF CONSTRUCTION CF THE PROJECT. NCLUDIMG SAFETY OF ALL PERSONS AHD PROPERTY; THAI THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AAD 1401 OE LOAM) 10 NORMAL *DRYING HOURS, ANO CCNSIR'JCIX)N CONTRACTOR FURTHER AGREES 10 DEFEND. S10EMNIFY AND HOLD DESON PROFCSSONAL HARMLESS FROM ANY AND AU. UARIUTY, REAL OR ALLEGED. N CONNECTOR WITH THE PERFORMANCE Cf MGM( ON P115 PROJECT, EXCEPTING: LIAHIIITY ARISING MOW THE SCLC NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REIASION APPR, DATE OESIGNE0 Hr. ORAIRN BY: CHECXED BY: PREPARES_ UNDER THE DIRECTION OF: AN C NORSE R.C.C. 20596 s CONSULTING AP . • BY: A A CRY OF LA• 47 THY •.Q til N. DA PUBLIC W 'r, DIRECTOR/CNY ENGINEER R.0 E. NO. 45843 EXP TATE 12/31/16 PLANNERS SCA1.FPER PLAN (LATH APRIL, 2016 YORSt SCHULTZ 41167 1wM.lk W1. 211 Mm Owed. CA 42211 Peke: 760474-386 .,.y4n.Ka.A,vn4 ENGINEERS SURVEYORS BENCH V 4 R x IG -IGD -T) SLD•. (LPL. 21 241 104-70 (141(110 SO4212 IN CAW/ MIDGE SOU111T25T 411G TOLL. 20 MILS WIN ALORG acme* 57 4q[M Rant. WA 20 I14E5 'OEM AOA: WALE Yl, 45 FT. 'MST or M'0151N SI LNl 1C 50UI14 CO' 4411410 10 IN THE CITY OF LA OUINTA. STATE OF CAUFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2.BELLASENO SIGNING/STRIPING PLAN A PORTION 01 SW 1/4 OF THE NN 1/4 SECTION 35, 1 6 5, R 7 E. S.0.0. & TA SHT.12 Or 12 514 TS FOR VTL PA(JZADA. 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A24A 2 EA kt• INSTAL R3-5RT (RICHT TURN ONLY) SIGN PER CA MUTCD 2014 5 EA 0 INSTALL W2-8 & W16-12P(TRANFIC CIRCLE) SIGNS PER CA MUTCO 2014 3 EA ID PANT END OF BEIM CURB YELLOW 32 IF SIE' PAM MEDIAN CURB YELLOW 253 If 18' 18• 18' (4 1 I I I 1 I - = m 4@\ J ORTEGA HILLS WAY ORTEGA HILLS WAY A. s ® 8+60.00 CASANOVA STREET no CASANOVA STREET RDI NO MO 6 PM* Y FROM STET COMMUNE teiT1 QUID 6 PRESENT: 1 QM MEN ISU11D CROSS SALTIER [CUTE 5- 4 RDI 6' CROSS GUTRR OR ID CROSS OUTTER 5-8' INN IOC SS GAMER TELESPAR SWINE TUBULAR POST PER CITY SID. L STOP LEGEND/STOP BAR LAYOUT & STOP SIGN PLACEMENT To LEGEND L STREET N1,4 SAN &UE RLTRORECTAE MARKER T TRAFFIC SIGN STREET NAIVE Ri —1 6,24' PARKING AN Y TIME .f 103 R26 (CA) 12'W X 18'H .7 �R4-7 24-W .30"H (Iv ONLY j R3-5(RT) 24'W x 30'H TRAFFIC CIRCLE R3-5(RT) 24'W x 313'H 1 WDID *7 33C375613 i 40' 22' 0 10 20' 40' GRAPHC SJ.F UNDERGROUND UT1UTIES AAL UNDERGRCA-ND U1L111ES OR STRUCTLRES REPORTED BY 114 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS LXAMNED ARE NETCAIED WITH THEIR APPROXNAtE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLA45 OR PROCEEONG 1411H IMPROVEMEMS PURSUANT THERETO. AGREES TO ASSUME LIADIUTY AND TO HOLD UNCERSGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND wants OR STRUCTURES NOT REPORTED TO THE UNOERSGNED. NOT INDCATED OR SHORN ON THE RECORDS EXAMINED. THE CONTRACTOR IS RECURED TO TARE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHORN AND ANY OTHER VTIL.IfES OR STRUCTLRES FOUND AT THE SAE IT SHALL DE COMRACTCRS RESPONSIBILITY TO Nom, THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTNG wow PRIVATE ENGINEERING NOTE CONSTRUCTION CCNTRACTCR AGREES T}NI N ACCORDANCE AIIH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CCASTRUCT) J CONTRACTOR W1l1 IX REQUIRED TO ASSUME SOLE AND COUPLETS RESPONSIBILITY FOR .0B SITE COMMONS DURING 114E COURSE OF CONSTRUCTION CF THE PROJECT. NCLUDIMG SAFETY OF ALL PERSONS AHD PROPERTY; THAI THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AAD 1401 OE LOAM) 10 NORMAL *DRYING HOURS, ANO CCNSIR'JCIX)N CONTRACTOR FURTHER AGREES 10 DEFEND. S10EMNIFY AND HOLD DESON PROFCSSONAL HARMLESS FROM ANY AND AU. UARIUTY, REAL OR ALLEGED. N CONNECTOR WITH THE PERFORMANCE Cf MGM( ON P115 PROJECT, EXCEPTING: LIAHIIITY ARISING MOW THE SCLC NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REIASION APPR, DATE OESIGNE0 Hr. ORAIRN BY: CHECXED BY: PREPARES_ UNDER THE DIRECTION OF: AN C NORSE R.C.C. 20596 s CONSULTING AP . • BY: A A CRY OF LA• 47 THY •.Q til N. DA PUBLIC W 'r, DIRECTOR/CNY ENGINEER R.0 E. NO. 45843 EXP TATE 12/31/16 PLANNERS SCA1.FPER PLAN (LATH APRIL, 2016 YORSt SCHULTZ 41167 1wM.lk W1. 211 Mm Owed. CA 42211 Peke: 760474-386 .,.y4n.Ka.A,vn4 ENGINEERS SURVEYORS BENCH V 4 R x IG -IGD -T) SLD•. (LPL. 21 241 104-70 (141(110 SO4212 IN CAW/ MIDGE SOU111T25T 411G TOLL. 20 MILS WIN ALORG acme* 57 4q[M Rant. WA 20 I14E5 'OEM AOA: WALE Yl, 45 FT. 'MST or M'0151N SI LNl 1C 50UI14 CO' 4411410 10 IN THE CITY OF LA OUINTA. STATE OF CAUFORNIA ON-SITE STREET IMPROVEMENT PLANS TRACT NO. 31732 AMENDMENT NO. 2.BELLASENO SIGNING/STRIPING PLAN A PORTION 01 SW 1/4 OF THE NN 1/4 SECTION 35, 1 6 5, R 7 E. S.0.0. & TA SHT.12 Or 12 514 TS FOR VTL PA(JZADA. 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