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MUP 1998-087W7TY OF LA QUINTA Community Development Department 78-495 CALLE TAMPICO LA QUINTA, CA 92253 619-777-7125 Case Number. MLj Pq<6 - OS-7 Date Acce ted: _ 0- 3 - 4FS Fee: "-7G, — 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 Commuruty Development Director for this application is required. APPLICATIONEURPOSE 1TYPurpose of Request: Detached Guest House %.0 LA ` l Assessor's Parcel No.: Not Available General Location: Tract 24890-6 Lot 2 (Per Lot Linp Adjw; meat qR-267.) Acreage: 0.6A E F.iasting Zoning. RL Additional Information: (Additional written material can be submitted separately) ARCHIUMRAL 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. **xxx+rr###truss*xxx*MA####r#sr##xsxsexxxx+A#*AMA##+#+xstxsxsx**#AA#r#r#xxxss**Ar#rrrssxsn*fr#rsssss*A#rsssssss# Applicant.: Ed Lenth. • MDS ConsultinQ (949) 251-8821 (Print Name) (Phone) Address: 17320 Redhill Avenue, Suite 350 Irvine, CA 92614 Owner(s): Desert Housing, LLC. (Print Name) Address Park Plaza, Suite 400 Signature of Applicant t11 Date:_ 12 q$ Authority for this application is hereby given: Signature of Property Own' / Date: Any false or misleading infimnadon given in this appliaation shall be gnnrnds m 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. nee Recordinc "nViested By 'first America ire Company RECORDING REQUESTED BY: Desert Housing, L. L. C. 5 Park Plaza, Suite 400 Irvine, California 92714 WHEN RECORDED PLEASE MAIL COPY TO: City of La Quinta Community Development Department c/o Greg Trousdell P.O. Box 1504 La Quinta, California 92253 431001 RECEIVED FOR RECORD AT 8:00 AM OCT - 6 1998 f wrftd in Mid Records d RWrsida Cou*. CdWft Pte0ader' Fees $ COVENANT AND AGREEMENT RESTRICTING THE USE OF AN ACCESSORY GUEST HOUSE ON LOT 42- OF TRACT 24890-6 (THE CITRUS), LA QUINTA, CALIFORNIA This covenant and agreement are made and executed on this the 10' day of September, 1998, by Desert Housing, L. L. C., for property described herein. The City of La Quinta, a Municipal made a art to this agreement for the purposes set forth below. Corporation, is hereby party g P rP _ The undersigned hereby certifies that he is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: \ 225 Pages 11-17 inclusive of Ma Lot 42 of Tract 24890-6 as per map filed in Book g P Records of Riverside County, 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: The detached guest house is intended for use by the property owner and does not have a kitchen (MUP 98-. The guest house is for sleeping purposes of the on -site residents and their nonpaying guests pursuant to Section 9.60.100 of the Zoning Ordinance. 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 second dwelling unit remains on the real property or unless otherwise released by the authority of the City of La Quinta. 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 and nonmodifiable 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 COVENMLJP-27 43looi 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. Dated: By: Desert Housing, L. L. C. Notary By: Christine di Iorio, Pla ng Manager City of La Quinta COVENMLJP-27 4 31001 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange ss. On September 21, 1998 , before me, Linda M. Flannelly, Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared Blian 1. milirb , Name(s) of Signer(s) UNDA M. FWNNELLY Commission # 1164891ffibaq Z z .�, Notary Public - Caiitarnlo Orange County My Comm. Expires Dec 8, 2D01 Place Notary Seal Above ersonally known to me - is o sa i e�idenee to be the persons} whose name(-•) is subscribed to the within instrument and acknowledged to me tha h executed the same in is hear authorized capacity(ies)and that by I&I signature{ on the instrument the person{Q, or the entity upon behalf of which the person* acted, executed the instrument. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact Trustee Guardian or Conservator Other: Signer Is Representing: Number of Pages: RIGHT THUMBPRINT OF SIGNER of thumb here 0 1997 National Notary Association - 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 431001 State of California County of Riverside q/it t jq8 Public ersonall a eared On before me, Phyllis Manley, Notary , personally pp Christine di Iorio, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her 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) cow# 10c" _a wVEAIDE COtJN1Y Comm Cppt�OCT 16.1�8 Document Description: Covenant & Agreement restricting the use of an accessory guest house on Lot 42 of Tract 24890-6 (The Citrus)...- Desert Housing L.L.C. Number of Pages: 2 Date of Document: none APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: CHECKED AND RECOMMENDED FOR APPROVAL BY: w o: z Z TOM UIILDINGTUNG AND JERRY M SAFETY DIRECTOR COMMUNITY DIRECTAN OR R E KURT M. 0N R.C.E. 44180 DATE BEXP. DATE 06/30/01 P ECISE PLOT LAN CITY OF LA QUINTA CITY OF LA QUINTA CAL -WEST ENGINEERING a 3 50TH AVENUE GENERAL NOTES `" o t 1. ALL WORK SHALL BE IN DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY GRADING NOTES in q o TRACT NO. 24 6 OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, oADAMS STREETQJLCCT LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE w - z 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED : o NO. 461, LATEST EDITION. w a S'� V DURING THE COURSE OF WORK, ALL WORK SHALL BE STOPPED o o " w 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE RESPONSIBILITY w w CITY OF LA QUINTA, STATE OF CALIFORNIA OR OTHER GOVERNING AGENCIES. a N w FOR CERTIFICATION UPON COMPLETION OF THE WORK. -w m 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE j 52 AVENUE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 2. ALL BRUSH, VEGETATION ALLION AND OTHER DELETERIOUS REM MATERIAL THE TESORO COLLECTION UTILITIES BEFORE COMMENCING WORK, AGREES TO FULLY RESPONSIBLE FOR ANY SUCH z a AND ALL DAMAGES WHICH MIGHT BE OCCC ASIONED BY HISIS FAILURE TO EXACTLY LOCATE FROM THE SITE PRIOR TO PLACING FILL, LEAVING THE SITE FREE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AND CLEAR FROM OBJECTIONABLE MATERIAL. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR 3. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS, WELLS OR VICINITY MAP TC RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED IN A MANNER NOT TO SCALE CITRUS PHASE 1, LOTS 22- 42 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE PRESCRIBED BY SOILS ENGINEER. APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. 4. SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER AS BEING 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL BE REMOVED FROM THE SITE. LEGEND SIDEYARD DIMu`JS101J THE SURFACE SHALL THEN BE PLOWED OR SCARIFIED TO A MINIMUM DEPTH OF 6 NOTED ON THE PLANS, E FOUND DURING GINS7R�WITH A REMOVAL AND REPLACEMENT 33,9 INCHES UNTIL THE SURFACE IS FREE FROM UNEVEN FEATURES THAT WOULD TEND TO PER PLAN SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, ® DEEPENED FOOTING OR A LICENSED LAND SURVEYOR ONLY. PREVENT UNIFORM COMPACTION BY THE EQUIPMENT USED. ED EXTRA DEPTH FOOTING STUCCO GARDEN WALL 3' 7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF 5. BUILDING AREAS SHOULD BE OVEREXCAVATED TO DEPTH OF AT LEAST FIVE (5) FEET AC AIR CONDITION UNIT PAD \ THE UNIFORM BUILDING CODE, LATEST EDITION, AND BELOW THE MOISTURE CONDTTOM ITIONED LION DFTHE AND REOCOMPACTEDHTOEATOSED LEASTSURFACE SHOULD BE NINETY (90) PERCENT SCARIFIED, 0.5 \ E SOILS REPORT DATE: r UPDATE LETTER NO. DATE: MAXIMUM DENSITY. THE PREVIOUSLY REMOVED SOILS SHOULD BE REPLACED IN THIN PD PAD ELEVATION FINISHED PREPARED BY: SLADDEN ENGINEERING TELEPHONE: (760) 345-1588 LIFTS AT NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST (90) PERCENT OF MAXI DENSITY. OVEREXCAVATION AND COMPACTION SHOULD BE VERIFIED BY TESTING FL FLOW LINE 27 GAT 28 29 GRADE g THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR THIS APPLIES TO THE BUILDING AREAS AND AT LEAST FIVE (5) FEET BEYOND FOOTING 26 GF GARAGE FLOOR I PAD PAD TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT LIMITS EXCEPT ADJACENT TO THE EXISTING EQUIPMENT BUILDING WHICH WILL BE LIMITED (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. BY THE PRESENCE OF THE SHORING AND UNDERPINNING SYSTEM. FF FINISHED FLOOR 23 24 25 31 30 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 6. MATERIALS FOR COMPACTED FILL SHALL CONSIST OF MATERIALS APPROVED BY THE 22 DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO FG FINISHED GRADE 32 SOILS ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANIC VEGETATION MATTER AND TOP OF FOOTING 2% TO 20% �� G 2% TO 20% PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. OTHER UNSUITABLE SUBSTANCES. TC 70P OF CURB �� ado ZB 33 E E� 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE HP HIGH POINT 42 oe OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS 7. THE MATERIAL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD, BD BACK OF DRIVE 41 34 �0� FOLLOWS: WATERED, PROCESSED AND COMPACTED IN THE LIFTS NOT TO EXCEED 6 INCHES IN GARDEN WALL 4039 35 TYPICAL SIDEYARD WALL SECTION OCTOBER 1ST TO APRIL 30TH: SA UR AY RIDA8.00 AM rTO TO 5:00 PM M THICKNESS TO OBTAIN A UNIFORMLY DENSE LAYER. EXISTING SEWER MAIN 36 MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:00 AM TO 7:00 PM 8. WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOILS ENGINEER, 38 SATURDAY 8:00 AM TO 5:00 PM WATER SHALL BE ADDED BY THE CONTRACTOR UNTIL THE MOISTURE CONTENT IS NEAR -_ __. I 37 0 0 WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. OPTIMUM AS SPECIFIED. Ww.,��___._ EXISTING WATER MAIN 9 SCALE 1' =300' 9 F 11. AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE 9. WHEN THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER THE EXISTING SEWER LATERAL TO REMAIN \ E FL ENTIRE SITE OR AS RECOMMEND BY SOILS REPORT. MATERIAL SHALL BE AERATED BY BEADING, MIXING, OR OTHER METHODS SATISFACTORY A= INDEX MAP 10' REARYARD �% a� 12. MAXIMUM CUT AND FILL SLOPES = 2:1. TO THE SOILS ENGINEER UNTIL THE MOISTURE CONTENT IS NEAR OPTIMUM AS SPECIFIED. PROPOSED SEWER LATERAL I MINIMUM o 13. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A S.T M. QP 10. WHERE FILLS ARE MADE ON HILLSIDES OR EXPOSED SLOPE AREAS, GREATER THEN SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. ;' TEN (10) PERCENT, HORIZONTAL BENCHES SHALL BE CUT INTO FIRM UNDISTURBED - EXISTING SEWER LATERAL TO BE REMOVED BSL- 58' 63' 65, - S 14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES'SHALL BE A 4' NATURAL GROUND TO PROVIDE A HORIZONTAL BASE SO THAT EACH LAYER IS PLACED 5' SIDEYARD - ---77 5' SIDEYARD AND COMPACTED ON A HORIZONTAL PLANE. THE INITIAL BENCH AT THE TOE OF THE EXISTING AIR RELEASE VALVE .3 -T MINIMUM OF 0.3' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR I - PROPOSED FIREPLACE MINIMUM MINIMUM FILL SLOPES MINIMUM. SLOPE OF SWALES SHALL BE 0.50%, 1 FILL SHALL BE AT LEAST TEN(10) FEET IN WIDTH ON FIRM, UNDISTURBED NATURAL 3' GROUND AT THE ELEVATION OF THE TOE STAKE PLACED AT THE NATURAL ANGLE OF EXISTING FIRE HYDRANT 3 5 I -I MIN., 15..ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF, NINETY (90) PERCtUT OF MAXIMUM REPOSE 0R DESIGN SLOPE AND WIDTH AND FREQUENCY OF SUCCEEDING BENCHES PAD ELEVATION ,.x 2 4' L 2 DENSITY AS DETERMINED N UNIFORM BUILDING CODE ALL B'7010 DETER DETERMINED .SENT AS WILL VARY WITH THE SOIL CONDITIONS AND THE STEEPNESS OF SLOPE. PROPOSED WATER SERVICE APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED �1t ACCORDANCE WITH THE UNIFORM BUILDING CODE SEC. 7002, OR EQUIVALENT{ AS ¢ 11. IF BURIED REMAINS ARE ENCOUNTERED DURING DEVELOPMENT, A QUALIFIED EXISTING WATER SERVICE TO REMAIN DETERMINED BY THE CITY ENGINEER. i ARCHAEOLOGIST SHALL BE CONTACTED IMMEDIATELY AND APPROPRIATE MITIGATION �o� BSL o 16. ALL STREET SECTIONS ARE TENTATIVE THE MINIMUM SECTION IS 3' A.0 /4 5' C.A.B. MEASURES CAN BE TAKEN. EXISTING WATER SERVICE TO BE REMOVED ADDITIONAL SOIL TEST SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE 5' f0 BLDG. EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 12. EARTH -MOVING AND WORKING OPERATIONS SHALL BE CONTROLLED TO PREVENT 20' TO GARAGE WATER FROM RUNNING INTO EXCAVATED AREAS. EXCESS WATER SHALL BE PROMPTLY EXISTING IRRIGATION SERVICE 17. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR -- --- -- sARA,E ---- REMOVED AND THE SITE KEPT DRY. FILL MATERIAL SHALL NOT BE PLACED, SPREAD TESORO COLLECTION TESDRO COLLECTION 7ESOR0 COLLECTION EXTRA DEPTH FOOTING ��� hP?RO`!-� T_STlC1G AGENCY AND SHALL 8E SUFFICIENT IN BOTH HORIZONTAL AND 0' PUE 0R KnLLU DURING UNFAVORABLE WEATHER CONDITIONS. WHEN THE WORK IS FOOT EXTRA IN 5' MIN. MIN RAW VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL AND PLACED. INTERRUPTED BY HEAVY RAIN, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL -IELD 22" SIDEYARD (V FOOTING DEPTH TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL OF ALL FILL PLACED. TESTING IN 19'-6' PER STRUCTURAL ENGINEER) E CURB AREAS OF CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE TESTS BY THE SOILS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY OWNER /DEVELOPER 35' Y �c� NORMAL REPRESENTATIVE SAMPLINGS. OF THE FILL ARE AS PREVIOUSLY SPECIFIED. DESERT HOUSING L. L. C. 20 4. n 1 5' SIDEYARD FIREPLACE DETAIL BSL= BUILDING SETBACK LINE 18. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED 13. COMPACTION SHALL BE SHEEPSFOOT ROLLERS, VIBRATING SHEEPSFOOT ROLLERS, 5 PARK PLAZA, SUITE 400 G2 TYPICAL LOT GRADING PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, MULTIPLE -WHEEL PNEUMATIC -TIRED ROLLERS OR OTHER TYPES OR ACCEPTABLE IRVINE, CALIFORNIA 92714 G1 ELECTRIC, GAS AND DRAINAGE. COMPACTING ROLLERS. ROLLERS SHALL BE OF SUCH DESIGN THAT THEY WILL BE ABLE (714) 251-6100 FAX (714) 251-8837 DETACHED GUEST HOUSE DETACHED GUEST HOUSE PL 19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL TO COMPACT THE FILL TO THE SPECIFIED DENSITY. ROLLING SHALL BE ACCOMPLISHED 2' MIN. 2 INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED WHILE THE FILL MATERIAL IS WITHIN THE SPECIFIED MOISTURE CONTENT RANGE. ROLLING LEGAL DESCRIPTION MIN. USE. OF EACH LAYER SHALL BE CONTINUOUS OVER ITS ENTIRE AREA AND THE ROLLER SHALL WALL 3' TYp ? TW MAKE SUFFICIENT TRIPS TO INSURE THAT THE REQUIRED DENSITY HAS BEEN OBTAINED. LOTS 22-42 INCLUSIVE OF LOT LINE ADJUSTMENT NO. 98-267, MODEL IBEX X pF PROPOSED 20. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL OF TRACT NO. 24890-6 AS RECORDED IN BOOK 225 PAGES 11-17 GARAGE GARAGE STEM WALL p(q� BLOCKWALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH 14. FILL AND BACKFILL SHOULD BE COMPACTED TO THE MINIMUM OF NINETY 90 FINISHED FLOOR o 6' MAX. ( ) INCLUSIVE OF MAPS RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. r z STOOP EXPOSED THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING PERCENT OF MAXIMUM DRY DENSITY OBTAINED BY THE ASTM D 1557 TEST METHOD. WEAKENED PLANE a a Y% M\N AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION dowT AT 5' INTERVALS VARIES 2,1 t SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES 15. AUXILIARY STRUCTURES INCLUDING FREESTANDING OR RETAINING WALLS SHOULD PAD o USED BY THE FIELD TECHNICIAN. HAVE THE EXISTING SOILS 3' BENEATH THE BOTTOM OF THE FOOTING OF THE ASSESSOR'S PARCEL NO: S w ELEVATION pF STRUCTURE COMPACTED TO 90%. THE GRADING REQUIREMENTS APPLY TO THREE �0 9 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS a o 3' MIN. J6 DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE (3) FEET BEYOND THE FACE OF WALLS. 769-700-6 THROUGH 32 CONCRETE ��` .� (DRw) EXTRA BLOCK WALL N 2% MIN.-207 MAX. 6" BELOW TO THE SATISFACTION OF THE CITY ENGINEER. DEPTH FOOTING LOWEST SWALE FL. 16. FIELD DENSITY TESTS WILL BE PERFORMED BY THE SOIL ENGINEER DURING GRADING 2' r MIN. 30 UNLESS OTHERWISE INDICATED 22• BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE OPERATIONS. AT LEAST ONE (1) TEST SHALL BE MADE FOR EACH FIVE HUNDRED (500) NOTES: GARAGE DOOR STOOP TO BE LEVEL WITH GARAGE FLOOR BUILDING PERMIT. CUBIC YARDS OR FRACTION THEREOF PLACED WITH A MINIMUM OF TWO (2) TESTS PER BASIS OF BEARING 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE LAYER IN ISOLATED AREAS, WHERE SHEEPSFOOT ROLLERS ARE USED, THE SOIL MAY BE 7" X 6" CURB & 19 ER AT DOOR OPENING. WASTE SLAB MAY BE LOWER THAN THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF GARAGE FLOOR TO FIT FIELD CONDITIONS. WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE DISTURBED TO A DEPTH OF SEVERAL INCHES. DENSITY TESTS SHALL BE TAKEN IN JEFFERSON ST. SHOWN AS N 00'12'47" W ON RECORD OF SURVEY PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN THESE TESTS INDICATE FINISH',GRA+DRILL CONCRETE DRIVEWAY APPROACH SIDE YARD THAT THE DENSITY OF ANY LAYER OF FILL, OR PORTION THEREOF IS BELOW THE FILED IN BOOK COUNTY, PAGE 83 OF RECORDS OF SURVEY RECORDS OF SUPERVISORY THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT REQUIRED DENSITY, THIS PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL RIVERSIDE COUNTY, CALIFORNIA, CO" DIA. f TYPICAL SWALES DETAIL SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, THE REQUIRED DENSITY HAS BEEN OBTAINED. HOLES FOR DRAINAGE SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 4'5' 25. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS 17. THE METHODS FOR REMOVAL OF SUBSURFACE IRRIGATION AND UTILITY LINES WILL O1 THRU THE WALL DRAINAGE "q DWELLING z PL AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. DEPEND ON THE DEPTH AND LOCATION OF THE LINE. ONE OF THE FOLLOWING AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION ? ' 1/4' PER F . MIN. (DRWY) WALL PATIO ® � METHODS MAY BE USED: 1) REMOVE THE PIPE AND COMPACT THE SOIL IN THE TRENCH NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO DETAIL _ _ _ _ _ FINISHED 2' MIN, 26. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING _ _ _ _ _ FLOOR 4" z AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ACCORDING TO THE APPLICABLE PORTIONS OF THESE GRADING RECOMMENDATIONS, 2) THE EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE o PIPE SHALL BE CRUSHED IN THE TRENCH. THE TRENCH SHALL THEN BE FILLED AND DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH M� CODE WITHIN HIS PURVIEW, COMPACTED ACCORDING TO THE APPLICABLE PORTIONS OF THESE GRADING 2% MIN. � o ti� NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING M\N 27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER SPECIFICATIONS, 3) CAP THE ENDS OF THE LINE WITH CONCRETE TO MITIGATE ENTRANCE PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS SECTION X-X 2� MIN. 89 MAX. 2%0 �,��Y THEINFILTRATION RA CONTRACTOR, FACILITIES DURINGYCONSTRUCTION INAOFACCEPTANCESUBSEQUENT IMPROVEMENTS DRAINAGE OF WATER, MIX SHALL LENGTH HAOOF THE CAP MINIMUM SHRINKAGE. SHALL NOT BE LESS THAN FIVE (5) FEET. THE EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING 2% IN CUT PRIOR EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE GRADING 0' MIN. 4:1 IN TILL MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY 18. ABANDONED WATER WELLS ON THE SITE SHALL BE CAPPED ACCORDING TO THE CENTER. QUANTITIES CONSTRUCTION NOTES QUANTITIES TYPICAL DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. REQUIREMENTS OF THE APPROPRIATE REGULATORY AGENCY. THE STRENGTH OF THE UNDERGROUND SERVICE ALERT CUT 1050 CY 1� THROUGH THE WALL DRAINAGE 42 EA REAR YARD CAP SHALL BE AT LEASE EQUAL TO THE ADJACENT SOILS. THE FINAL ELEVATION OF THE TYPICAL SWALES DETAIL 28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS TOP OF THE WELL CASING MUST BE A MINIMUM OF THIRTY-SIX (36) INCHES BELOW 3030 SATURN STREET, SUITE 200 FILL 1050 CY O CONSTRUCT DWY PER RIVERSIDE COUNTY 1701 SF REQUIRED BY THE FUGITIVE DUST CONTROL Pd A,N APPROVED BEFORE THIS PROJECT. ADJACENT GRADE PRIOR TO GRADING OR FILL OPERATIONS. STRUCTURE FOUNDATIONS BREA, CA 92621 (800) 442-4133 SHOULD NOT BE PLACED OVER THE CAPPED WELL. UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: M D S CONSUL TING IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q�OE ESS/ON IAORSE • OOKICH SCHULTZ OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� E� C. q� PRECISE GRADING PLAN SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE <� �Y' ?b Fy, 79-799 Old Avenue 52 (FAX 771-4073 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. N �m z DATE:- MDS La Quinta, CA 92253 FAX 771-4073 TRACT NO. 24890-6 TO ASSUME DABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL No. -30- m - PHASE 1 of S1 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTURE AGREES TO * Exp. 9-30-01 * PLANNING ENGINEERING SURVEYING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM .-__ Jp CIVIL �P LOTS 22-42 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE qTF pt \FO�� STAN LEY C. MORSE EXP. DATE: 9 30 01 SCALE: 1" = 300' BENCHMARK; PD-103-3-70 ED. 1 1/4" O.D.I.P. FILLED W/CONC. IN 5' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS A; �R. DATE CAS O.D. CONC. COLLAR UN. 0.6', 330' NORTH OF C.L. TNT. OF RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: K.D. DRAWN BY: K.D. CHECKE. BY R.G.E. 20596 DATE: DULY 1998 WASHI 9TON STREE`J. 4052,Od AVENUE & 6.2' SOUTH OF FOR: DESERT HOUSING L.L.C. W.O. No: CONCERNED BEFORE STARTING WORK. N N N O J CO O CA CD It N Z 1- U Q H T LU co Q a Z LU co U LU d ui i� 5T741�ci�c�HT-ol a�/so�sa \ ,� (jl t ,• �7 J SEWER/WATER RELOCATION LEGEND _ FOR INFORMATION ONLY -SEE C.V.W.D. � li! PLANS FOR CONSTRUCTION DETAILS 4 11 i O1 PROPOSED NEW SEWER LATERAL f ! M2 EXISTING SEWER LATERAL TO REMAIN Ifpf .ill 03 EXISTING SEWER LATERAL TO BE REMOVED 0 10 20 40 80 f f7 f J ® PROPOSED NEWWATER SERVICE 51 EXISTING WATER SERVICE TO REMAIN © EXISTING WATER SERVICE TO BE REMOVED ✓ ❑7 PROPOSED FIRE HYDRANT ® EXISTING FIRE HYDRANT TO REMAIN 7 '! 6' °a 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 06/30/01 CITY OF LA QUINTA CITY OF LA QUINTA CAL -WEST ENGINEERING a� 36.5 TW *� s 30.0 TF .00 FL Fr 1 CONSTRUCTION NOTES { THROUGH THE WALL DRAINAGE 36.5 TW /f� CONSTRUCT DWY PER RIVERSIDE COUNTY 30p TF 1 c j, 1 § ^71 36.5 TW '\. boo- 36.5 TH 4 •o ¢ 30.0 TF 30.5 30.0 TF C� C /r FlJ c c rn O 1 6 i I9 F GB �` ` 36 Q 78 �j SEES EET NO. ,° 3"5� 3� g1 w �'.`;, RECREATION AREA 2 t o \ # I Ss I2• •60 j 4 10' S.D EASEMENT_ _ = l r0 APC 30.07 6� 1F = J N tU 7 BD y0� ,J 57- ('��C � 'Sl .58• TC 3 �G ti V S f � t z w `L _= _ L - - - - 6 0.5%GO o 0 .00 34. ? 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'1 I ,J \ 'i ......._ / / .e• �`�� � C" k � � q: ��'s y h� � ?yy..ep, � �� # � I �•'' j i ��'!�,'�eu�f^�=zS�S•'��Mt ���"„,,a,,t�i^,'�''�'"'��-.r �ru- l :..' ..._mae. � i '4rC J '•} i1��?'.Y xrsn.. _ ,h ,. .>F X. *-. `� �. __.._.- - -' � .,.---` -__ J� � .- / .' s>^n;� rN,a F fin,', i �"� �+K 3� �'� 3Y.' �»4, •F�,.F" ", - �--�- / / / ���.„aX., . �`� .-:as^x��`".-,;;s,;,. �",. `- ....-�__ 'mil _->_._..-----'__" _- ,' .. ^'' � .. f�' s'.,w 't a�'�'¢�t��; •;� � t �'�l'��R 1 �.s"•~•3: w�i. x"�.. �� ,.�,.� ?�-Y�`+. s 1 # fi:.,' a� i3u.... 'a _-.-.r --" /�6\ __ r.'_`, 43 ;::- A,r.;-r trzs;,q_ � u z 3�t";'*��" u r �' x a� r4 •sv;; . .. t n..+5. �+. ....,rc_.. .,��_ _-re,...u.n_. �S•a, .,..,;..�-...,rc�,'. "'_.. � `^--.. --._..._ _.-- `- .^-r---�"_---•-�s`�% '-----'_^--`-_.�_.�....:-' .g'v rF � �-.b'9 `� �s,,.>a�4. �N' "`Y, � "'.�.°`a, b�� i ` � , UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: ND S C O N S [/ L T / N G IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 1 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR. AGREES THAT IN ACCORDANCE WITH GENERALLY QRoFESS/pN MORSE DOKICH SCHULTZ OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE F� c. q! PRECISE GRADING PLAN SHT. 2 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �4 ��E �10 Fy 79-799 Old Avenue 52 (760) 771-4013 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE. OR CONSTRUCTION OF THE PROJECT. DATE: to Quinta;CA 92253 FAX 771-4073 TRACT NO. 24890-6 w TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT N No. 20596 r" m 't , RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ,� m PHASE 1 of SHTS. j REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTURE AGREES TO o* Exp. 9- 0- * PUNNING ENGINEERING - SURVEYING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM JD, CIVIL \P LOTS 36-42 ' MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 19TF F STANLEY C. MORSE EXP. DATE: 9 30 O1 SCALE: 1" = 20' BEINAARK: I UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE CAL1 / / SEE SHEET 1 4 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. R.C.E. 20596 ' CONCERNED BEFORE STARTING WORK. DESIGNED BY: KID DRAWN BY: KD CHECKED BY: EL DATE: JULY 1998 FOR: DESERT HOUSING INC. W.O. No: ' i r A L '' 35114�PGJPGPH7-02 08-30-98 LO 0) cM CO) ad It N N N H 0 J m O W Go It N O Z F- U Q F T ,,W^ v/ Q 2 a 3.77 7411-G' J F'UHI-17 -U3 U(Y-3U-.Yd _ } = APPROVED FOR PERMITTING. CANNING AND ZONING COMPLIANCE. RECOMMENDED PRO P CHECKED AND R Y: NDE FOR APPROVAL BY: 1 1 t 45. X0.5 --.,. `'\ . f,\ •� 45. 35' .. 0.5% �s 2 27 ti y� o h� 78. 38' ` �I 3• v 0.5% ZQ_- a 5% 2 5 A0� 0.5% 7s. 3s' 0.5% 2 6 $1 �� 6 0 i. S . �� JS sty jT � ---\ s.00' l't� I s.00' _ 20 2a , I �'y37 • F� JS I 33.66' 1 op' z F 1 16.64' it, I ' OR N I 1B 16.64 f BUILDING AND SAFLIY DIKLGIUK UUMMUNIIT ULVLLUrtMLNI UIKtUIUK K.U.L. 441av tnr, umit uo/ju/v1 CITY OF LA QUINTA CITY OF LA QUINTA CAL -WEST ENGINEERING �155.41' 76.47' 1 S i �40.59 29 1 2 X .59 80p, 340�> / 1 • r z FF=3�17g i FF=35.8 P=35•g C 3 1 i ' _3=35.3 Uj � � { � 1A P �,!s1 f9F2d 1 �® _ �1 1 o FF-36.3 I � d�', FF=35.9 � " „4 P- o F=35.8 � P=35.4 i 36.p it �e s Iti 10' S.D. -►I = '` �� a ©�� _ 20.75 �� EASEMENT 1� SA ® ' EX. 18" R.C.P. LU G i 1 W _ GF=35.3 G1 0 10.0' t 40 1 > _ G FF=35.8 33 3 IW CJ 1 u FFx_x _ wo wo GF=35•� I j FF=35.6 i 1 no16 �� 40.8 1 a, - GF= 34.3 o 35.8 _ s.00' 1 4, >F F� G 1 GF=35.4 V 1 .00 . i13. �Q� e E _36.3 G �� (iX zo SI`oS ST FF�k 8.00' N S l '�. h' ,o• °� o TF l 1 �,. 1 0 8.00' i�.r" , ) vA o i I `gro 1 �• 2 19.37' 49.25' S0° �0 lG� �� oi`! 1 JS6XTIY r ��� ry�B o o CB 3.48 4�.1 4 0 1 ��317s. n, v o o ti 17.50' .. _'v n 2 0 R��9 �E w No55' BD �z as I a 15.36' h\ i L 1 c �32.24' ON CIjRB t ��' �ti0 sa. 7a' o' sa.73' h URB �` 4 fd`► i ON C ~ 403% I h�o� a8 ss co 32.85' ON �~ �� - c _�, �� 0.40� 1 4 89' pN CURB -- CURB �°' eo 2 j ^�'�0 3285, ON CURB �� 0 0% z` S 4 ? 91 T� h I I 34 36' \. ;6 ON CURB j - - 1 3 o i 1 32.63' - 5 o �� `� 2 CIDRA °° �� _ 0 o i Ji t �S � ' _ ? 7F�A N02�€30fl 3 32. o s: 137, qq ti� - -_ :. _ `•"` ��3 48. 1 1 Irv, � `. 63.26' N 5 6 2 l O c 0 ti 34.04 SEWER WATER RELOCATION LEGEND o y 1 N o 6 :+ 3 yg.� t 4 YO o �i�7 e 0 0 �� o 6 NF ,. G i .00' 3 . / g o Q G2 s FOR I ORMATION ONLY -SEE C.V.W.D. o �C (( PLANS FOR CONSTRUCTION DETAILS 15.00' `yX i o 1 2 FF=36. f� 7£J f a 336 �R 1/ h 4 �v �m �Ss /k 7, w 4CV 23 l � c �, GZ TF. � � � r • 34 ❑1 PROPOSED NEW SEWER LATERAL TIN 00 GF = 35 • 1 40.6 40.6 SN i r z ` 0 EXISTING SEWER LATERAL TO REMAIN 2 $ ® opZ�3S7p00' 34.1 i/� � ❑3 EXISTING SEWER LATERAL TO BE REMOVED 6 1000' 33.55 6 ti `` 4 PROPOSED NEW WATER SERVICE 33.28,p ® 3 45 � �] p / TC o��• BD 15.00' g Opp jT [� 5 EXISTING WATER SERVICE TO REMAIN 33. 33 7 �g 3SS T7H 7` p - "'``z ❑ �6 , C S : .� 18.82' o h� �% •.v © EXISTING WATER SERVICE TO BE REMOVED T. oo Gj • ® VP 8 eti o, i d o 4`' ❑7 PROPOSED FIRE HYDRANT t ` I f i a ! ` 3 s °d 40.4 T� 4 j{ ® EXISTING FIRE HYDRANT TO REMAIN 33.9 TF a 1CR �C CONSTRUCTION NOTES FF=35 6 p` THROUGH THE WALL DRAINAGE A �, P=35.1 toss' 3S 1 it 6 �2 CONSTRUCT DWY PER RIVERSIDE COUNTY Sp ,'D �r� .00' �v 00, >�� �' �� �J 3W A s a' r; � Ae 5 ao� ZE tiA 30 o.sq��ti� F� 0.5% ss. 7s, p 23 31 r IN 32 O ` r. 350 HP � y SEE SH�. NO. O 10 20 40 80 , * ;Y �y - .�_/ �_ ,, 7.-� 1 ,ram �� •, C v se t 63 /' 9 J- J Y t. • A r 62 r UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: M D S C O N S U L T / N G IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q�OFESS/pN MORSE oOKICH SMULTz OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��O REV C. ��F 79-799 Old Avenue 52 (760) 771-4013 PRECISE GRADING PLAN SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ,.�" Q� ��P DATE: La Quints, CA Avenue FAX 771-4013 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. N ,� TRACT NO. 24890-6 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT o No. 20596 PHASE 1 OF 4 SHTS. RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL "' "� PUNNING ENGINEERING SURVEYING REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTURE AGREES TO d* Exp. 9-30-01 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM J'T CIVIL �� LOTS 25-32 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REALORALLEGED, IN CONNECTION WITH THE qTF� CALIF STANLEY C. MORSE EXP. DATE: 9/30/01 SCALE: V = 20' BENCHMARK: UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE SEE SHEET 1 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. R.C.E. 20596 DATE: JULY 1998 FOR: DESERT HOUSING L.L.C. W.O. NO: CONCERNED BEFORE STARTING WORK. DESIGNED BY: K.D. DRAWN BY: K.D. CHECKED BY: E.L. 3.�7741i'�1 /'(;f i`i7-U4 UU-JU-.Ytl