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MUP 2006-7296 0 FINANCE ftwMaN Cody /o2. a Quinta Development Department .e Tampico ,alifornia 92253 125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. 2'— o!z, — -] 2`k Date Recvd. N a j0 Feer '1.S Related Apps.: Logged in by: FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT 44� I (Print) MAILING ADDRESS .� �- (� � ��t -vim p� C W,5 Phone No. -760 7 71- -3*q'7 CITY, STATE, ZIP: Q - _ C -A G'IQ-a... -3 Fax No. --1(0-2-7-7- - V-7 PROPERTY OWNER (If different): ( S cc rte, 0.S (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: 5 i - a �O ns c�.(c� Lct.Utea La f? -c LL41j , @ CA PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): L0+ 4 Trc GT ��5a a— A18\Minor Use Permit SUBMISSION REOUIREMENI ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" sheet or folded down to 8%z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT �-IpLva d It15 De v' o me.,4 �TAC-" Q (Please Print) SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWNER I S (Please Print) SIGNATURE OF PROPERTY OWNERS) IF NOT SAME AS APPLICANT: DATE q ©b (Signature provides consent for a icant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A 1 Minor Use Permit 0 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPIC:O LA QUINTA, CALIFORNIA 92253 January 27, 2006 Mr. John Read Southern Hills Development, Inc. 78-150 Calle Tampico Suite 101 La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-729 57-270 PENINSULA LANE Dear Mr. Read: (760) 777-7000 FAX (760) 777-7101 Your request for approval of Minor Use Permit 2006-729, allowing the constructicn of a casita at 57-270 Peninsula Lane in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Very truly you JAY WUU Assistant Planner Attachments c. Building and Safety Department • RECORDING REQUESTED BY: Southern Hills Development, Inc. WHEN RECORDED PLEASE MAIL TO: Mr. John Read Southern Hills Development, .Inc. 78-150 Calle Tampico Suite 101 La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 57-270 PENINSULA LANE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 27th day of January by Southern Hills Development, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: Lot 8, TR 28522, in the City of La Quinta, County of Riverside, State of California 'In consideration of the City of La. Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-729); 2. No kitchen or cooking facilities shall be provisions of Chapter 9.30.030 -(RL Zone of the La Quinta Municipal Code; constructed in the guest house per the District) and 9.60.110 (Guest Houses) 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to. time. This Covenant and Agreement shall run with the land and shall. be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City. of La Quinta, a Municipal 'Corporation. The City shall have the right_ to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta. in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Printed Name of all owner(s) DouglasA. Evans Date Community Development Director City of La Quinta • STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ► ss. CITY OF LA QUINTA ) • On January 30, 2006 , before me, Regenia Hensley, Notary Public, personally appeared DOUGLAS R. EVANS personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person. acted, executed the instrument. WITNESS. my hand and official seal. (Seal) REG IA HENSLEY Notary Public Commission. •# 1521423 Expiration: October 23,'2008 ' f2EGENIA HENSLEy Commission #.1521423 Notary Public - California_ RtJerslde County : ; My Comity 9s Oct 23.2008 ELEVATION NOTES 0 i ,eta. sB MY B EvEr -M_ �m R Eno m L3 Mal I REAR ELEVATION - W. - FRONT ELEVATION COLRTYARD GLFST REAR ELEV. Y II«li� - COL12TYA12D FRONT ELEV. RIGHT ELEVATION LEFT ELEVATION rwmo ..mons ELEVATION NOTES i a'�areiss. > VICWIAP NOT TG SCALE PRECISE PLOT PLA, 4 12N1r GRATED (NGS -1212) trd2 CATCH BASIN ,rRlrad ADAPTER (NOS -1200) (NOS -1223) 5%4' REDUCERI5 (NDS -1212) (NDS -607) ' -r 4 1.0>< 1 CAI (NDS -406) A- TEE 4" PVC SCHD 40 (NDS -40Q 0 3/1" GRAVEL EASE : 5' MN. Q 10 6' DEPTH ®* AREA DRAIN NLET-OUTLET DIETAL N.T.S. GENERAL NOTES I Nr ,;RAG`C PERFORMED 70 ESTABLISH OR REESUIX - NE BUILDING PAD ELEVATION SMALL BE PERFORMED IN ACCORDANCE BERN M APWICD WUGH GRI PVN AND A SEPARA'f PERMIT ISSUED BY M U OUMEA PUBLIC A^JPKS DEPARTMENT, 2. INC CONTRACTOR IS AUTHORIZED 10 PROCEED MTN FRE GRADNG ACTIVITY RELATED 70 ELEVATIONS SHOWN ON THIS PAN. ON AM SPEC" 101 ON THE FUN. ONLY F, A VAD BUILDING PERMIT HAS BEEN ISSUED BY THE U MANIA BUILDING t SAFETY DEPARTMENT FOR CONSTRUCTION O THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SMALL BE WAVED FROM M LA OUIN74 BUILDING 8 SAFETY OEPARNE47 FOR ANY BLOCK WALLS W40NM ON THIS RAN. 4. THIS PUNS FOR ON-LO1 CONSTRUCTION USE 011RU 1. ALL OFT-LOI CONSTCTION ACTINTY, SUCH AS OPKNAY APPROACHES OR OTHER MPPCyCUfk1S IN M STPF. RIGHT OF 'WAY. SHALL BE PERFORMED BY THE SEPARATE PANS AND PERMIT IS- C" - BY TE U OLANTA RIBLC WORKS DEPARTMENT. S. THE CONIRAC'OR IS RESPONSIBLE FOR OBTAINING ALL REWIRED PEMAITS. 6, THE CONTRACTOR. AND 05 54JBEONTRACTOR, ARE RESPO679LE FOR EN5UPNr, •_ DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPKG FUTURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PAH 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE WLDIN, PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARTFED TO A MINIMUM CF OrAND THEN COMPACTED TO NINETY PERCENT (902) RELATIVE DENSITY PER AS I.M. SPECRICANDNS. B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. DR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SMALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGNEER OR LCENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIMATE. SMALL BE CLEANED DAILY OF DIRT, LVO. AND DEBRIS DEPOSITS RESULTING FROM Ott ACINAN RELATED TO CONSTPUCTION OCCURRING ON THE LOTS SATISFACTION ON 1MS PAN. CLENING SBE PCRrORMCO TO THE SATISFACTICIF THE BUIIAYG OFFICIAL OR CITY ENGINEER. 10. TINE CONTRACTOR SHALL PROVIDE WORD EROSION AND DUST CONTROL MEASURES AS REWIRED BY THE FUGITIVE DUST CONTROL RAN APPROVED FOR TNM PROJECT. 11, CONSTRUCTION OPERATIONS NO MAINTENANCE OF ECKPMENI WITHIN ONE HALF MILE OF MUMAN OCCUPANCY SMALL BE PERFORMED ONLY DURING M TIME PERIODS AS FOLLOWS: OCTOBER IST 10 APRIL 30TH MWEAY - FRIDAY 7:00 A.M. TO 5:150 P.Y. SATURDAY am AN. 10 5:00 P.M. MAY TSI 10 SEPT. 701- MONDAY - FRIDAY 6:00 AM. TO /fl0 P.M. SAIURDN.Y 6.00 AN. TO 5:00 P.N. WORK 6 PROHIBIIED ON SUNDAYS ND FEDERAL HOLIDAYS. GARAGE STEM 'MALL YARD STOOP PL 2' MIN. „ I 2 ED BLLOOKA 'LIPROPOS Ep_CD X. IIXDr'IV FOOTi-L SIDE YARD MN.COVER ./N BELON OWEST 51MALE REXTRA DEPTH ROG UNLESS OTHERWISE NI) HIED ""ERE 5'D""TYPICAL SWALE DETAL N.T.5, D'WELLINC 4 I n WALL W -n FINISHED eINISHE0 I LOOP B(„B vMD A i NAT, I b TNN. `t L' I I JINX 0. ,O' IAN N N CVT 14j+ 4 N FILL REAR YARD rvPCA roOTIHc TYPICAL SWALE DETAIL GRADING NOTES I IF THE CA ENONCER OR SOLS ENGINEER ARE CHANGED CURING THE COURSE OF ROPK, ALL WORK SHALL BE STOPPED 'JNTL A REPLACEMENT HAS AGREED TO ACCEPT M RESPONSNRDY FORCERPO IRICANON UN COMPLETION OF M WDM, '. All BRUSH. KCETATON AND CNE DELLUROUS MATERIAL. SUCH A RUBBISH SMALL BE COLLECTED. PLLO AND RUMORED FROM THE SITE PRIOR TO PACIND FILL LEAINC M SITE FREE AND CLEAR FROM OBJECTIONABLE MATENA. 3. ANY UNDERCESS K-0 STRUCTURES SUCH AS CESSPOOLS. SEPTIC IANKS. A, ROPES N07 LOCAILD PNP+ 10 GRADING ARE TO BE REMOVED OR TREATED _ -:INNER PRESCRIBED R SC -..S ENGINEER. 4. SOL ALLUAUM. OR ROCK FATERMLS DETERMINED M M SENT -,41EER AS RNC VNSINTABLE FDR P ACCVENT N COMPACTED FILLS ,HAll BE REM.: LJ FROM THE SURFACE SAW- MEN BE PLOWED OR vC!-EL t0 A MM.:4A DEPTH U' UNTIL THE SURFACE IS FREE W-` .!EVEN FEATURE: Iwt WOULD l ..FORM COMPACTON 51 THE EQUIPMENT USED. AREAS SHOULD BE OLEPEKCAVATED T DEPTH OF AT LEAST FIVE OSI FEET _]N .Hf BOTTOM OF M FOOTINGS M DPOSEO -ARFACE SHOULD BE SCARFED. MOISTURE CONNY04D AND RECOMPACTED TO At LUST Mfg,(90) PERCENT OF MAXIMUM DENSITY. THE PREVIOUSLY REMOVED SOLS SHOULD BE REPLACED IN THIN URS AT NEM OPTMLM MOISILNE CONTENT AND _WACTED TO Al LEAST 190) PERCCNT OF MMI DENSITY OARENCAVAFON AND COMPACTION SHOULD BE VENTED BY'ESnNG THIS APPLIES TO M BUILDING AREAS AND AT LEAST FM (5) FEET BEYOND FOOnNO LIMITS EXCEPT ADWENT TO THE ENSNG CC'APMCM BUILDING "MCH WILL BE LRATED BY M PRESENCE OF M AND D ALERPNNING SYSTEM. 6. MARRWS FOR COMPACTED FLII CONS6T Or MAIERALS APPpOYED By THE SOLS ENGINEER, FILL SOL`. - +. H•P'BEE FROM ORGANIC VEGETATION MATTER NO OMR UNSU17ABLE SUBSTANrr 7. M MATERIAL USED 1. .ICTING PROCESS SOW. BE EVENLY SPPEAI!, 1NIEREO. PROCESSED -.'ED N M Uris NOT TO EXCEED 6 INCHES N TICKNESS 10 Cel`. hT DENSE LATER. B WINE N THE MCIC' ,1+110 6 BELOW TWT SPECIFIED BY THE SOLS ENGINEER. MIEN M Tr INC CONTRACTOR UNTF THE XAMTUPE CONTENT 6 MEM OF"" AS Sc• . A WHEN THE E CONTENT 6 ABOVE MAI SPECIrIEO BY THE SOLS ENGINEER 1W MATERIAL 9�- 4ERATED BY SLATING, MIYNC. OR OTHER METHODS SAWACTOPY 70 M G'- .NEER UNTIL THE MOISTURE CONTENT IS NEM OPTIMUM AS SPECIFF11 10 1, ARE MAZE ON HILL ES O1 EXPOSED SLOPE AREAS. GREATER THEN IEA ENI, HORIZONTAL BENCHES SMALL BE CUT INTO FPM UNINSTURBED )UND 10 PROVIDE A HORIZONTAL BASE SO THAT EACH LAYER 6 PLACED s ACIED ON A HORIZONTAL PLANE. IHE INITIAL PINCH AT INE TO: Or THE .L BE AT LEAST IEWIO) FEET IN WON ON FIR, UNDISTURBED NATURAL ATINE ELEVATION O TIE TO; STAVE[ PLACED Al THE NATURAL ANCLE OF - FOP RSCA SLOPE NO "LOTH AND FREOUENCV O SUCCEEDING BENCHES ''PRY TURN THE SOIL CONDITIONS AND THE STEEPNESS OF SLOPE. I. IF BURIED REMAINS ME ENCOUNTERED DURING DCALOPMEM, A QUALIFIED ,PCHACOLOGST SHALL BE CONTACTED IMMEDIATELY AND APPPOPRNIE 111IICATON MEASURES CAN BE TAKEN. 12. EARIN-MOVNC AND WORKING, OPERATIONS SHALL BE CONTROLLED 70 PREVENT WATER FROM RUNNING TIRO EXCAVATED MEAS EXCESS MIER SMALL K PROMPTLY REMOVED AND M SAE NEPA DRY. TILL MAMPW SNALL NOT 91 PLACED. SPREAD OR ROLLED DURING UNFAVORABLE WEATHER CONDITION, WHEN THE MORK I$ INTERRUPTED BY HEAVY RAIN. FILL OPEPAIONS SMALL No, BE RESUMED UNTIL PEND TESTS IF, THE SOILS ENGINEER INDICATE THAT M MOISTURE CONTENT ANO DENSITY OF THE FILL APE AS PPEADUSIY SPECIFIED. 13. Ce WACTION SHALL BE SHEEPSrOOT ROLLEPS. VIBRATING SHEEPSPOOT ROLLERS. MULIPLE-HEEL PrEVWTC-TINED ROLLERS OR OMR IYPES ON ACCEPTABLE COMPACiRC ROLLERS. ROLLERS SNML BE O SUCH DESIGN THAT THEY WILL BE AOL( TO COMPACT THE FIU TO THE SPECIFIED DENS". POLLING Scall BE ACCOMPLISHED WALE M FILL MATERNA 6 WITHIN THE SPECIFXD MO6TRI CONTENT RANGE. ROIIINf, OF EACH DYER SOUVE L BE CONTINUOUS OR RS ENTIRE MEA AND THE ROLLER SMALL MAKE SUFFICIENT TRPS TO INSURE TAI ME RENAMED DENS" HAS BEEN OBTAINED 14. FILL AND 9ACKDLL SHOULD BE COMPACTED TO THE MINIMUM OF NINETY (90) PERCENT O MAXIMUM DRY DENSIFT OBTAINED W M ASHY D 1557 TEST METHOD. 15. AUtLWRY 51RIVRURES INCLUDING FREESTANDING OR REtNRNG WALLS SHOULD wME THE EXISTING SOILS 3• BENCAfH THE BOTTOM Of NN[ F007INO OF THE STRUCTURE COMPACTED TO 90X. ?HE GRADINIV REOLOKWAITS APPLY 10 THREE (31 FEET BEYOND THE FACE OF MALLS. 15. FIELD DENSITY TESTS WILL BE PERFORMED IF, THE SOL ENGINEER WRING GRADING OPERATIONS. AT LEAST ONE (1) IESI BALL BE MADE FOR EACH FIVE HUNDRED (500) CUBIC YIDS OR FRACTCN N[RFOr PLACED WITH A AUNWM CE 1'AYI (2) TESTS PER LATER IN 6OATEO AREAS. WHERE SHETDSFIO7 ROLLERS ARE USEO. THE SOL MY ME D6 LVID RO A DEPTH OF SEVERAL INCHES. DEM" TESTS 9"U- BE 7MEN N COMPACIEO MATERNA BELOW THE DMURSED SURFACE. WHEN MESE TE51S WDCATF THAT THE DENS" OF"" LATER OF FILL OR PORTION THEREOF 15 BELOW THE REQUIRED DENSITY. TIS PARTICULARLAYER OR PORTION SHALL BE REWORKED UNTO THE REQUIRED DENS" HAS REN OBTAINED. 17 M METHODS FOR REMOVAL OF SUH91RKE IRRGA1gN AMC UILITY LIN(% WI:L DEPEND ON THE DEPTH AND LOCATION O M LINE ONE Of TIE FOLLOW", MAY 91 USED: 1 PEVOA THE PPE AND ErADN'I THE ',41 IN NE TPEN•-H ACCOPOND 10 THE APPLCABLE POTIONS Or MSE GRADING RECOMMENDATIONS, 2) M PPE SAU BE CRUSHED N M TRENCH. THE FRENCH SHALL MN BE FILLED AND COMPACTED ACCORDING TO THE APPLICABLE PORnONS Of THESE GRADING SPECFCATONS. 3) CAP THE ENDS OF THE LIKE MIH CONCRETE TO MITIGATE ENTRANCE OF WATER M LENGTH O THE CM SHALL NOT BE LESS THAN FIVE (5) FEET. THE CONCRETE MX SMALL HAVE A MINIMUM S14NIIIAGE. NL ABANDONED WATER WELLS ON M SITE SHALL BE CARPED ACCORDING t0 THE REOLABEKNFS OF M APPROPRIATE NCOAATORY AGENCY. THE STRENGTH OF THE CM SPALL BE AT LCASE EOLAL TO THE ADJACENT SOLS THE FINAL ELEVATION OF T11E TOP OF THE WELL CA'..N: MUST K A MAYHNUM 13F THIF'TY-91 (36) !'p: HIE$ BELOW AOJA(.ENT GUIDE PRIOR TO GRAD G OR FILL OPERATIONS. SIPMtUR fOUNCATIONS SHOULC Not BE PLACED OVER tNE CAPPED WELL. LOT 8 Tr ACT NO. 28522 PAD ELEVATION: M" .t�IiNSU A PARK AT PGA WESTM CITY - Eek, QUINTA, STATE OF CALIFOR"A OWNER SOUTHERN HILLS DEVELOPMENT LEGAL DESCRIPTION °ARCEL C. PER LLA -2005-427, REC. 6-21-05. NST. NO 2005-491413. O.R. (ADJUSTED LOT 8, TRACT N0. 28522. M.B. 271/42-44) ASSESSOR PARCEL NO. "62-150-019 PMECT ADDRESS 57-270 PENINSULA LANE l4 �_In�T4. 14 BASISOF BEARING BEARINGS SHOWN HEREON APE BASED ON THE CENTERLINE OF MADISON STREET SHOWN AS NORTH 00'10'^.6' WEST PER TRACT NO. 21643 AS FILED IN BOOK 203, PAGES 37-50 OF MAP•S,RECORDS OF RIVERSIDE RIVERSIDE COUNTY, CALIFORNIA, AB 73 REQUIRES THAT ALL PERSONS PLANNMiI TO CONDUCT EXCAVATION MUST NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND. IF PRACTICAL. THE AREA * BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID, lERRICATICN NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION. PERSONS PERFORMING 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 20P BREA. CA 92621 (800) 227-2600 SWARD DA4N"1;N PER PLAN 3' 7% 10 20i �4APT-�.WIFP 22 7D 202 TYPICAL SIDEYARD WALL SECTION PARCEL D J EXIST. CODEC. MEDCC CIES SCALE 1"-20' 20 10 D 20 415 SCALE IN FEET UNDERGROUND UnunES ALL UNDCPGPOUNC UTIL'ITS OR STRUCTURES REPORTED By NE OWNER OR CTEPS AND THOSE SHOWN ON THE RECORDS EXAMINED .ARE INDICATED WIN THEIR APPRONNMT LOCATION AND EXTENT, THE OWNER, By ACCEPTING THESE PLANS OR PROCEEDING MAN IMPR"MENTS PUR;UNI NEPETO, AGREES TO ASSUME I.08LITY AND TO HOLD UNDERSIGNED HARMLCS5 FOR ANY DAMAGES RESULTING FPOM EXISTENCE Of UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REOIPREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTCCI THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITES ON SIPUCTURES FOUND AT THE SIFE, R SHALL BE CONTRACTOR'S RESPON9BIL" TO NOTIFY THE OWNERS OF INC UTILITIES OR STRUCT.JPES CONCERNED BEFORE STARING WORK. LEGEND ® AC UNIT PAD PAD ELEVATION: FL FLOW LINE GF GARAGE FLOOR GB GRADE BREAK FF FIPNSHED FLOOR PAD FG FINISHED GRADE FS FINISHED SURFACE 7C TCP OF CURB TOP OF EDI NP HIGH POINT 0.2' TRACT 28522 LOT 8 ED EXTRA DEEP FOOTING (AS NEEDED) GARDEN WALL - _- - 5--- ----- - EXISTING SEWER -W EXISTING WATER MAIN EXISTING SEWER LATERAL TO REMAIN -S PROPOSED SEWER -W PROPOSED WATER MAN PROPOSED SEWER LATERAL - EXISTING SEWER LATERAL TO BE REMOVED - EXISTING AIR RELEASE VALVE EXISTING FRE HYDRANT EXISTING WATER SERVICE TO REMAIN EXIS7NC WATER SERVICE TO BE REMOVED EXISTING IRRIGATION SERVICE -- SWALE ® MAILBOX - 4- DRAIN LINE OWNER SOUTHERN HILLS DEVELOPMENT LEGAL DESCRIPTION °ARCEL C. PER LLA -2005-427, REC. 6-21-05. NST. NO 2005-491413. O.R. (ADJUSTED LOT 8, TRACT N0. 28522. M.B. 271/42-44) ASSESSOR PARCEL NO. "62-150-019 PMECT ADDRESS 57-270 PENINSULA LANE l4 �_In�T4. 14 BASISOF BEARING BEARINGS SHOWN HEREON APE BASED ON THE CENTERLINE OF MADISON STREET SHOWN AS NORTH 00'10'^.6' WEST PER TRACT NO. 21643 AS FILED IN BOOK 203, PAGES 37-50 OF MAP•S,RECORDS OF RIVERSIDE RIVERSIDE COUNTY, CALIFORNIA, AB 73 REQUIRES THAT ALL PERSONS PLANNMiI TO CONDUCT EXCAVATION MUST NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND. IF PRACTICAL. THE AREA * BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID, lERRICATICN NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION. PERSONS PERFORMING 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 20P BREA. CA 92621 (800) 227-2600 SWARD DA4N"1;N PER PLAN 3' 7% 10 20i �4APT-�.WIFP 22 7D 202 TYPICAL SIDEYARD WALL SECTION PARCEL D J EXIST. CODEC. MEDCC CIES SCALE 1"-20' 20 10 D 20 415 SCALE IN FEET UNDERGROUND UnunES ALL UNDCPGPOUNC UTIL'ITS OR STRUCTURES REPORTED By NE OWNER OR CTEPS AND THOSE SHOWN ON THE RECORDS EXAMINED .ARE INDICATED WIN THEIR APPRONNMT LOCATION AND EXTENT, THE OWNER, By ACCEPTING THESE PLANS OR PROCEEDING MAN IMPR"MENTS PUR;UNI NEPETO, AGREES TO ASSUME I.08LITY AND TO HOLD UNDERSIGNED HARMLCS5 FOR ANY DAMAGES RESULTING FPOM EXISTENCE Of UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REOIPREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTCCI THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITES ON SIPUCTURES FOUND AT THE SIFE, R SHALL BE CONTRACTOR'S RESPON9BIL" TO NOTIFY THE OWNERS OF INC UTILITIES OR STRUCT.JPES CONCERNED BEFORE STARING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES 1-T N ACCORDANCE "AN GEHERALLv ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REOIARED IO ASSUMC SOLE AND COMPLETE RESPONSIBILrTY FON JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT TNS REQUIREMENT SNILL BE MOE TO APPLY CONTNUOUSI+ AND NOT BE LNIIED TO NOWAI ROPK;NNG HOURS. AND CONSTRUCTION CONTPACTCR TURNER AGREES TO GET NO. NDEEMNIFY AND HOLD DESIGN INIOFCSVONAL HARMLESS FROM ANY AND ALL LIABILITY, PEAL 'JP. ALLEGED. N MNNECnON WIN THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTNG LIABILITY ARISING FROM THE SOLOF E NEGLIGENCE OF OE:AGN PRESSIONAL. Q[tOj 155 VLT..' iI C. r �¢� '{H M (� NR. 20556 m `, (AP, 9-30-07 J;. C1VL1 wa .!C OF CALT1Tr PREPA D UNDER THE DIRECTION OF: f DAi E' 11-14-05 G N/�^ STANLEY FSEL.P. A 9/30/07 P.C.E. 20598 • ■ 0 R F I HIM APPRAN,I47 so.E 1. YR, OR, "M APPROVED BY. DATE. DORICH MARK PVH V'RPR 1E IN H R. JONASSON. P.C. EXP. DATE 12/31/1 R.C.E. 45643 Or-Gv . H,DR.- 81 -^ L; V TF�AC Y NO. :L@522 PP/Ln. -2741412-411-,f! COURSE j SCALE: SEE ABOVE IDICN show -03-3-1c Q. ':: :- :I' r .im.c. N 5 0.a COVE- COLLA pH. F Rpt OF GL UNI. OF YOMFOLATW A" I SIM EYENE ! 62' SOUR AF TPF 9IIIA D.N. S40 T!0 LTE; JULY, 2005 I:p1TOAN dtAl 6 SEA ItVO 0.uS TOO NTT 10 AVID HEWTM MAWIOIS, FOR: N.C. NO: IN THE CITY OF U OVINIA, STATE OF CALIFORNIA • ■ 0 R F I HIM APPRAN,I47 so.E 1. YR, OR, "M DORICH PRELMNARY PLOT PLAN snT. S C N M L T . v►M. 7wm-41IM13 PAIR Ta mma PENNSULA PARK - PGA WEST IIANNIIf INOHN IIRI suWMIYons TRACT 28522 LOT 8 OF SHTS SCALE: SEE ABOVE IDICN show -03-3-1c Q. ':: :- :I' r .im.c. N 5 0.a COVE- COLLA pH. F Rpt OF GL UNI. OF YOMFOLATW A" I SIM EYENE ! 62' SOUR AF TPF 9IIIA D.N. S40 T!0 LTE; JULY, 2005 I:p1TOAN dtAl 6 SEA ItVO 0.uS TOO NTT 10 AVID HEWTM MAWIOIS, FOR: N.C. NO: