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MUP 2000-1910 CITY OF LA Q UINTA 41 Community Development Department 78-495 CALLE TAMPICO L� LA QUINTA, CA 92253 619-777-7125 Case Number: E- 7 CITY OF LAQU INTA Date Accepted: �/io/00 PLANNING DEPARTMENT Fee: MINOR USE PERMIT APPLICATION Minor Use Permit (MUP) applications are governed by Section 9.210.020 of the Zoning Code (A copy is attached). Uses requiring a MUP have a low or moderate potential for adverse impacts on surrounding properties, residents, or businesses. Review and approval by the Community Development Director for this application is required. APPLICATION PURP0-5E Purpose of Request: ,, Assessor's Parcel No.: 7& General Location: s Acreage: 0 Existing Zoning: - Additional Information: (Additional written material can be submitted separately) VZ ZU�� j•YZr7� 7-' FEB 10 2000 ATY OF LA QUINT ARC HrEEC-TURAl PLANS - Three copies of the architectural and landscape/irrigation plans shall be submitted with this application unless otherwise determined by Department staff. Colored renderings may be required depending upon the application being submitted. Applicant: (Print Name) Address: 71 f, I lil\,O Qt 2; /�L)j0 & c� S �- ( hone) Owner(s): �ti WyZ.t At4 3 LL(, (Print Name) Address: ( I �- � Signature of Appli Date: R Authority for this application is h5pe""Ven: Signature of Property Owner:�� //.ir Date: 0-4 / Any false or misleading information given in this application shall be grounds to deny this application. Signatures and addresses of all property owners affected by this application shall be included in this submittal. Separate letters of authorization can be submitted. FMMUP-P • P.O. Box 1504 78-495 CALL TAMPICO LA QUINTA, CALIFORNIA 92253 February 15, 2000 Mr. David Beal Steven Walker Communities 7161 Indiana Avenue Riverside, CA 92504 SUBJECT: MINOR USE PERMIT 2000-191 Dear Mr. Beal: (760) 777-7000 (TDD) (760) 777-1227 The Community Development Department hereby approves your request to establish a model home complex on Lots 1, 2, and 3 of Tract 29347 pursuant to Section 9.60.250 of the Municipal Code, subject to the following conditions: 1. Before the landscape and irrigation plan for the model homes can be approved by this Department, please obtain written approval from the Coachella Valley Water District ensuring water conservation measures and plant materials are acceptable for this climate. 2. Obtain a building permit to construct garage sales office and design center improvements. Prior to obtaining a building permit, post with the Community Development Department a Certificate of Deposit in the amount of $1,000.00 to insure removal of the sales facility improvements upon completion of their use. The Certificate shall name the City as having a controlling interest over the release of the funds, and the Certificate shall be automatically renewed at six- month intervals unless released in writing by this Department. Funds deposited will be released to you when all sales office and design center improvements have been removed. 3. Obtain a building permit(s) to construct recreational amenities and perimeter walls for the under construction model houses. 4. Mounted on the exterior of the sales office front door shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1 " high letters). V 5. The designated parking areas shall be constructed before the model home complex is used for sales purposes. 6. A sign permit is required for any on-site advertising. 7. Install one 2A10BC fire extinguisher inside the front exit door of the sales office. 8. The City may elect to add Conditions to this application request to mitigate any problems that arise not. previously addressed herein. The model home sales complex shall be removed by February 11, 2000, unless the Community Development Director grants an extension. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee of $175.00 are filed with this office within 15 days. If you have any questions,' please contact me at 760-777-7125. Sincerely, JERRY HERMAN COMMUNITY DEVELOPM NT.DIRECTOR CHRISTINE DI IORIO Planning Manager CDI:bjs Attachments 1 c: Community Development Director Building and Safety Director Public Works Director Code Compliance Department Fire Department Greg Butler, Counter Technician (B & S) CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT 777-7012 i INSPECTION REQUEST LINE 777-7153 3 IN CONSPICUOUS PLACE T SIGN ALL APPLICABLE SPACES -'�_ -� _R'' ARDCAR GARAGE TO LIVABLE AREA (GAME ROOM). TYPE OF INSPECTION DATE INSP. TEMPORARY POWER U/G PLUMBING / WASTE U/G ELECTRICAL/ GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF OKAY TO WRAP FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) EXTERIOR LATH SEPTIC ABANDONMENT I L SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR I I MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G AS U/G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWER ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED D ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING MDs consul Planners • Engineers • Surveyors 79.799 Old Avenue 52 La Quinta, CA 92253 TO: LJ 760/771-4013 FAX 771-4073 CITY OF LA QUINTA COMMUNITY DEVELOP/PLANNING DATE: February 10, 2000 78495 CALLE TAMPICO PROJECT NO.: 445-04 LA QUINTA, CA 92253 SUBJECT: TR 29347 MODEL SITE ATTENTION: GREG TROUSDELL THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH VIA: DELIVERY ❑ UNDER SEPARATE COVER NO. OF ITEMS DESCRIPTION 1 MINOR USE PERMIT APPLICATION 1 REVIEW FEE, $75.00, BEING SWC NORMAN 39, LLC, CHECK NO. 3002 3 SETS PRECISE PLOT PLANS, LOTS 1,2, & 3, MODEL SITE. THE ABOVE ITEMS ARE SUBMITTED: ® AT YOUR REQUEST ® FOR YOUR REVIEW ❑ FOR YOUR FILES ® FOR YOUR APPROVAL ❑ FOR YOUR USE ❑ FOR YOUR INFORMATION GENERAL REMARKS: ® ENCLOSURE ❑ COPIES TO: ,D E'E� CITY OF LAQUINTA PLANNING DEPARTMENT BY: Chris Bergh MDs Morse Pokich Schultz PAY TO THE ORDER OF UNION BANKC ALIFORNIA 3077 Riverside D itown SWC NORMAN 39 LLC 3403 Tenth Street, Suite 110 Riverside, CA 92501 7161 INDIANA AVE. 16 49/1220 RIVERSIDE, CA 92504 (909)784-0840 10/13/2000 City of La Quinta $ **1,000.00 One Thousand and 00/100ssssssssrsss»sssrrrrs»»»r»rssrr»ssrrrrrrrssssrssssr»ssrss»rsssssssst»sssssrsss»s»sasss» City of La Quinta P.O. Box 1504 La Quinta, CA 92253 MEMO PermitRE: Minor Use .osit" Com Dev Dept Cert of Dep 8 THE REVERSE SIDE OF THIS DOCUMENT INCLUDES AN ARTIFICIAL WATERMARK - HOLD AT AN ANGLE TO VIEW SWC NORMAN 39, LLC Riverside, CA 92504 City of La Quinta 10/13/2000 Bill #Dep Union Bank- Operating Ac RE: Minor Use Permit "Deposit" Com Dev Dept Cert of D 10/13/2000 DOLLARS 3077 1,000.00 1,000.00 d&t'P'w wasp nod W" _ O�1\i`n Kf-' • 12/11/2681 16:02' 909-794—OW fia co Bpi 40 A RE4NSpECTION -FEE OF $30 OF co Bpi A RE4NSpECTION -FEE OF $30 WILL BE CHARGED IF THE APPROVED - ON PLANS AND JOB CARE SCHEDULES IHE SrrE FOR A INSPECTION. .No EXCEPTIONSI 111) toe (NITY OF LA QUINTA 10' BUILDING & SAFETY! DEPT. APPROVED FOR CONSTRUCTION Ij TATE_?J4�0 BY I 52nd I AVENUE F �l SO AVENUE PGA WEST PROJECT srm + VwmT BLVD. S Ow 5M AVENUE VTY NEAP 4� .ALE i LOT# PLAN# 1 1 CR 81 - 645 2 A EX7S M WATERy 3 j; yAL*� •`4 E� AR MEASE T a " SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED FM WDFW ( LAND SURVEYOR. FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES. WATER PER '. PL Ai 2 ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MSD, AND DEBRIS E ISTWISffWATM SERVICIE - E.D. -� LK +? E n"PA DEPTH F001M - DEPTH N L$i LOTS SHOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF = ED - EXTRA 087TH FO LIQ PD PAD ELEVATICP FL RDW LIE THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS GF GARAGEF OM ROTE 1 FLOCIA R3 GRADE CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF TC TDP OF CM 15' TO BLDG. FP HIGH PONT BD BACK OF ORVE OCTOBER IST TO APRIL 30TH MONDAY - FRIDAY 7:00 A.M. TO 5:30 P.M. GAFM W41 DAYUGHT FILL `DAYLIMIT CUT MAY 1ST TO SEPT. 30TH MONDAY - FRIDAY 6:00 A.M. TO 7:00 P.M. SSL EIU DM SETBACK LIE MIN. MIN. RRr* RO ff OF WAY I PRE PUBLIC UTILITY EASBeIT WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. AR CON311K O PADAMT OWNER/DEVELOPER STEVEN WALKER HOMES 7161 INDIANA AVENUE RIVERSIDE, CALIFORNIA 92504 (909) 784-0840 BSL= BURRING SETBACK LINE LEGAL DESCRIPTION TRACT NO. 29347 AS RECORDED IN BOOK TYPICAL LOT aR.ADM 285 OF MAPS, AT PAGES 60 - 64 INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDED, RIVERSIDE COUNTY, CALIFORNIA. SDP 99 - 665 BASIS OF BEARINGS OF TURNBERRY WAY SHOWN AS NORTH 2 26'19" WEST PER TRACT NO. 29136 AS FIELD IN BOOK 285, PAGES 4'THROUGH 16 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOT# PLAN# 1 1 CR 81 - 645 2 2CR 81 - 655 3 3CR 81 - 665 CITY kUSTRAUTAN DRIVE NO. DEER PARK 767 - 330 - 040 DEER PARK 767 - 330 - 040 DEER PARK 767 - 330 - 040 61/-10// NOTE: PROTOTYPE UNIT PLANS PRIOR TO ANY WORK ON THE GOLF COURSE, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE GOLF COURSE OPERATOR. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES: TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT — REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TOTAKEDUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. SCALE 1" = 40 PRIVATE ENGINEERING NOTE 60,_0/, 1 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR. WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND .PROPERTY; THAT THIS REQUIREMENT SHALL BEMADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. - DESIGNED BY. DRAWN BY: CHECKED BY: 10' 10' PUE CONCRETE BLOCK WALL NIA 7" _ APPROVED FOR PERMITTING: PLANNING AND 'ZONING COMPLIANCE: CHECKED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE JERRY HERMAN DATE KURT M. SAXON DATE BUILDING AND ''SAFETY DIRECTOR COMMUNITY DEVELOPEMENT DIRECTOR R.C.E. 44180, EXP: DATE: 6/30/01 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES ,,, GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR REESTABLISH THE BUILDING PAD ELEVATION _ SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2, THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. i 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN, 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY THE SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING FINISH GRADE} / PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A CORE DRILL 2-3" DIA. v MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY HOLES FOR DRAINAGE PER A S T M SPECIFICATIONS THRU THE WALL DRAINAGE DETAIL GARAGE STEM WALL 0-1 c mnv.c mr = z ® g PROPOSED GARAGE SIDE YARD STOOPBLOCKWALL. TW FINISHED FLOOR z .n 6' MAX. PER 4-� IN. o EXPOSED LAN. % MIN. ?, a 9f. .ue v 2� MpX PAD � i ELEVATION 3' MIN, FOOTING L J - SIDE YARD M6" BELOW -!� LOWEST SWALE FL. EXTRA DEPTH FOOTING UNLESS OTHERWISE INDICATED �e®� ry��`�G° NOTES SHOWN TYPICAL SWALE DETAIL 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE OF WORK, ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE WORK. 2. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SLADDEN ENGINEERING. " SOILS REPORT: 544-8133 DATED: DEC 31, 1998 DWELLING _ 2' MIN. ) �> FINISHED WALL 0 ? 3. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL FLOOR 8' TYP. REAR YARD PATI INCLUDE AN APPROVAL STATEMENT THAT THE TRENCH BACKFILL HAS BEEN PLACED AND A Z ce ' so � • COMPACTED FOR THE INTENDED .USE. 2% MIN, v M 4. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE e% MAx Z% MSN' ?'� PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE HAZARDS. 2% MlN. �qk 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORMWATER BSL y� _j 5' SIDEYARD 10 MIN, 2% IN CUT FACILITIES DURING CONSTRUCTION. IMMEDIATELY PRIOR TO THE CONCLUSION OF. BUILDING 4:1 IN FILL 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS MINIMUM CONSTRUCTION AND LANDSCAPING, THE CONTRACTOR SHALL CONDUCT, 1N THE PRESENCE NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT a " SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED ( LAND SURVEYOR. FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MSD, AND DEBRIS � - DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE -� 2 LOTS SHOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF r THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS y J +ff 7, REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF 15' TO BLDG. HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER IST TO APRIL 30TH MONDAY - FRIDAY 7:00 A.M. TO 5:30 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. MAY 1ST TO SEPT. 30TH MONDAY - FRIDAY 6:00 A.M. TO 7:00 P.M. o MIN. MIN. SATURDAY 8:00 A.M. TO 5:00 P.M. I Z WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. U v EXTRA DEPTH FOOTING UNLESS OTHERWISE INDICATED �e®� ry��`�G° NOTES SHOWN TYPICAL SWALE DETAIL 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE OF WORK, ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE WORK. 2. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SLADDEN ENGINEERING. " SOILS REPORT: 544-8133 DATED: DEC 31, 1998 DWELLING _ 2' MIN. ) �> FINISHED WALL 0 ? 3. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL FLOOR 8' TYP. REAR YARD PATI INCLUDE AN APPROVAL STATEMENT THAT THE TRENCH BACKFILL HAS BEEN PLACED AND A Z ce ' so � • COMPACTED FOR THE INTENDED .USE. 2% MIN, v M 4. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE e% MAx Z% MSN' ?'� PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE HAZARDS. 2% MlN. �qk 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORMWATER BSL y� _j 5' SIDEYARD 10 MIN, 2% IN CUT FACILITIES DURING CONSTRUCTION. IMMEDIATELY PRIOR TO THE CONCLUSION OF. BUILDING 4:1 IN FILL MINIMUM CONSTRUCTION AND LANDSCAPING, THE CONTRACTOR SHALL CONDUCT, 1N THE PRESENCE REAR YARD TYPICAL OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE ( FOOTING FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES. e PAD ELEVATION � - -� 2 TYPICAL SWALE DETAIL l �r 15' TO BLDG. T0. GARAGE o MIN. MIN. R/W I Z U v a BSL= BURRING SETBACK LINE TYPICAL LOT aR.ADM SDP 99 - 665 z PREPARED UNDER THE DIRECTION OF: AIDS O'NSUL TING IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Q RR Fp ESS/pNq MORSE -DDKtCH • SCHl1LTZ /� A'�1. is (L C. lt^ 79-799 04d Avenue 52 760 771-4013 PRECISE PLOT PLANS �j ( > SIiT. � Z i O r A � /] Lo Quintd, CA 92253 - FAX 777-4073 TRACT 1Y 934% �n 2NOS EMAIL mdsloquinto®mdsconsulting.net ® 29347 —r .•� �"u No. 20596 m _ AND a3 CL w r� Exp. 9-30-01 LOTS �f �g 1"lI�QD OF SHTS. U ENGINEERING SURVEYING � *T9T CIVIL DATE. PLANNING MODELS F OF CAQ. SCALE: SEE ABOVE BENCH MARK. PD-IO&S-70 FD. t Ihr 0AIR Bum WICONC. H T V STANLEY C. MORSE EXP. DATE 9/30/01 QM Mr COLLAR ON ON, SW MOM OF Ca. ur. OF , S 1/2 SECTION 15 TBS R7E S.B.M. i!I R.C.E. 20596 - DATE JR.N " 000 WASHNGTON STREET & Bad AVENUE & &. SOUTH OF PR 988270. HEV. a40 10 .... w ' CONT" DATUM 6 SEA LEVEL 600 7$T TO AVW NEWArfi NUIMM FOR. STEVEN WALKER HOMES W.O. NO. cr FILE: F:\44504\PG\PG\MOD.-01 02-09-00 x T� APPROVED FOR E PLANNING AND ZONING COMPLIANCE: .CHECKED AND RECOMMENDED FOR APPROVAL BY: , TOM HARTUNG DATE JERRY HERMAN DATE KURT M. SAXON DATE r l.. ENFEOFFMENT DIRECTOR.R.C.E. 44180, EXP. DATE: 6/30/01 ' -_ _ l � ;" ;' •:,- ; _ ,' i , :' , ;SAXON ENGINEERING RV BUILDING Vi�QU1NTAl� CITY ILA QUINTA E GSE ICES 111 j _. ,. . r - .._.. __ a •'-._ .:- r ,_ - f ' I I i n 1 I _ I_ � J tt ! { I i' L I j hj I SCALE=20' 4 ! PERIMETER WALL f F q J LL t , e0 15 10 5 0 20 40 60 _ 7 i.. 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IE $.00' 4 G 41 _ G r j , ,> /• !.x 46 468.50 TF F _ ,.. � 4 • 70.7 GF =470.2 �F GF -470.0 � '',SAO = , , .V �.� rrjO 0� � 470.4 GF =469.9 E.D. i Gg>p ° 475.87 TW o 470. ��a Fc ? �6 PAD = 469.9 f N R4.00' 13.22' •� p. cn E,D 469.9 70.20 > FF = J o FG 468.50 TF U.0% f I FG 00' 0 470.5 0 470:5 468 2.0% FS 469.19 j 6g3 z 0 ' 0 2% 6 PAD = 46�' 8 o r k G j A6 2 , ES 4 4n�� 470.0 F� G FS 470.2 _ J6 g E.D. o, ¢ 469.1�- ' 470.2 MIN. 8 v o i } Z o g 6 / - .4 FG . a +\� 4• p0 2.0% ¢�9.g z 690 46g/ Z 2CR PVC FG r:'.✓ Y N �3 E.Q. n. 1 _470.7 n E.D. 2.0• FF �AI°FG PAD' =470.2 E.D. 19' 26' 19' 5' o MIN: 99 1CR / 64' FF =470.5 0' - F 3 C R W 2% 2� PAD =470.0�' PFF AD=469.9 __ /470.4 cr p 13.22' - -.. _ d J 6 4 O E.D. ��Q0.1 4 l F j� Q�Q g ky9 h h6 .0 ,0 \ ! 5.00 � r �I% 0.5% 46F� - IN 69 ' \ 475.87 TW N. MIN. 475.67 TW } 4 475.47 TW - o 468.10 TF 0.590 468.50 TF F� • 468.30 TF 0 57 aO n MIN. MIN. ^ N 0. % J 46 roo, Q L srj �o MIN. �r �° -" �� 70.00' 70.00' 475.87 TW i 78.22' ' 468.50 TF N BF32'31- E TRACT _BOUNDARY- . / 1264 91'-�----- r r � - rr,� y GJ I r �JJr r. , _ I co - cy 46 0 T, _ _ Q 8DP---99 -665 co UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPARED PREPARED UNDER THE DIRECTION OF: MDS C O N S V L T / N G IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA d ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR, AGREES THAT IN ACCORDANCE WITH GENERALLY Oe tq7 MORSE OOKICH SCHULTZ OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Q`v �,F-H C. 79-799 Old Avenue 52 (760) 771-4013 PRECISE PLOT .PLANS 2 h..:. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND -s COMPLETE RESPONSIBILITY FOR JOB SITE >v�� La Quints, CA 92253 FAX 771-4073 /'�`�` f'�(�q SHT. 0 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE. OR CONSTRUCTION OF THE PROJECT. _ h TRACT NO. 29347 No: 20596 m z MDS EMAIL mdslaquinta®mdsconsulting.net J ;. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING 'SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT c9 m !' RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-01 - • MODELS LOTS 1,Z AND 3 OF- 2 SHTS. d REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO is - * PLANNING ENGINEERING SURVEYING UJ : EXAMINED. THE CONTRACTOR. IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN. PROFESSIONAL HARMLESS FROM `I,9 CIViL �Q• DATE: MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR. ALLEGED, IN CONNECTION ` WITH THE �F' � BENCH MARK: PDAW3.7O FA I VC OD1P. FILLED W/COM;. N S UTILITIES OR STRUCTURES FOUND AT THE SITE:. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK .ON THIS PROJECT, EXCEPTING LIABILITY ARISING CALL SCALE: SEE ABOVE OU COM COLLAR ON O.B`.SW NWM OF OIL W OF1/2 T V MARK REVISIONS APPR. DATE - STANLEY C. MORSE EXP. DATE 9 30, 01" S 1 2 SECTION - 15 T6S R7E S.B.M. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE 501E NEGLIGENCE OF DESIGN PROFESSIONAL. 0 OWOMIOIFBTI6SF �V LRM L8Z30UMAV ID AATIVEBEV.6�t1,ip N W ' CONCERNED BEFORE STARTING WORK. - DESIGNED BY: DRAWN BY: CHECKED BY: R_C.E. 20596 DATE: JAN. 2000 CONICLH pAiUl t9 BEA LEVEL Plll4 500 F8:T TO AVOID tE(LA71VE MA6R18. .FOR: - STEVEN WALKER .HOMES W.O. NO: d - FILE 1:\44504\PG\M00 02 ::. 02-09-00 -