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2015 05 20 DHT4ht 4 4aQu!Arw Director's Hearing Agendas and staff reports are now available on the City's web page: www.ia-guinta.org DIRECTOR'S HEARING AGENDA CITY HALL STUDY SESSION ROOM 78-495 Calle Tampico, La Quinta REGULAR MEETING on WEDNESDAY, MAY 20, 2015 AT 10:30 A.M. PUBLIC HEARINGS For all Public Hearings on the agenda, a completed "Request to Speak" form must be filed with the Executive Assistant prior to consideration of that item. A person may submit written comments to the Director before a public hearing or appear in support or opposition to the approval of a project(s). If you challenge a project(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing or in written correspondence delivered to the City at, or prior to the public hearing. 1 . Amended Final Tract Map 2015-0001, Amendment No. 3, (Final TT 31681- 3) submitted by T.D. Desert Development LP proposing to reduce the existing 44 lots single-family subdivision to 36 lots by widening each lot from 55 feet to 65 feet in width in order to accommodate new model layouts and provide wider street frontages. Project: Andalusia at Almeria, within the existing Andalusia at Coral Mountain project. CEQA: reviewed under Environmental Assessment 2003-483. Location: south of Avenue 58, east of Madison Street. 2. Tentative Parcel Map 2015-002 (TPM 36895) submitted proposing to subdivide two previously -merged lots back configuration. Project: The Enclave within the La Quinta exempt from environmental review pursuant to Section (Minor Land Divisions). Location: 77-192 Calle Flora. by Angela Dorf to their previous Resort. CEQA: 15315 Class 15 DIRECTOR'S HEARING 1 May 20, 2015 3. Tentative Parcel Map 2015-0001 (TPM 36836) submitted by James R. Paul proposing to subdivide two parcels consisting of approximately 3.1 acres into one condominium parcel for the purpose of filing a 19-unit air space condominium plan. Project: J. Paul Condo Map. CEQA: exempt from environmental review pursuant to Section 15315 Class 15 (Minor Land Divisions). Location: northwest corner of Dune Palms Road and Corporate Centre Drive (79-440 Corporate Centre Drive). ADJOURNMENT DECLARATION OF POSTING I, Monika Radeva, Executive Assistant of the City of La Quinta, do hereby declare that the foregoing Agenda for the Director's Hearing was posted on the outside entry to the Council Chamber at 78-495 Calle Tampico, and the bulletin boards at 78-630 Highway 1 1 1, and the La Quinta Cove Post Office at 51-321 Avenida Bermudas, on May 15, 2015. DATED: May 14, 2015 ��& ola4�(_ MONIKA RADEVA, Executive Assistant City of La Quinta, California PUBLIC NOTICES The La Quinta City Study Session Room is handicapped accessible. If special equipment is needed for the hearing impaired, please call the City Clerk's office at 777-7123, twenty-four (24) hours in advance of the meeting and accommodations will be made. If special electronic equipment is needed to make presentations to the Director, arrangements should be made in advance by contacting the City Clerk's office at 777-7123. A one (1) week notice is required. If background material is to be presented to the Director during a Director's Hearing, please be advised that eight (8) copies of all documents, exhibits, etc., must be supplied to the Executive Assistant for distribution. It is requested that this take place prior to the beginning of the meeting. Any writings or documents provided to the Director regarding any item(s) on this agenda will be made available for public inspection at the Community Development Department's counter at City Hall located at 78-495 Calle Tampico, La Quinta, California, 92253, during normal business hours. DIRECTOR'S HEARING 2 May 20, 2015 DIRECTOR'S HEARING PH 1 STAFF REPORT DATE: MAY 20, 2015 CASE NUMBER: AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 201 5-0001, AMENDMENT NO. 3) APPLICANT: T. D. DESERT DEVELOPMENT LP PROPERTY OWNER: T. D. DESERT DEVELOPMENT LP REQUEST: WIDEN LOTS FROM 55 FEET TO 65 FEET, AND REDUCE TOTAL LOTS FROM 44 TO 36 CEQA: PROJECT WAS PREVIOUSLY STUDIED AS PART OF SPECIFIC PLAN 2003-067, ENVIRONMENTAL ASSESSMENT 2003-483 LOCATION: CURRENT LOTS 113-156, LOCATED ON ALMERIA WITHIN ANDALUSIA LEGAL: APN: 764-690-001 THROUGH -044 RECOMMENDED ACTION: Approve Amended Final Map 31681-3, Amendment No. 3 (TT201 5-0001, Amendment No. 3), subject to the attached Findings and Conditions of Approval. EXECUTIVE SUMMARY: The applicant proposes to widen lots from their current 55 foot width to 65 feet in width, in order to accommodate new model layouts previously approved under Site Development Permit 2014-934. The resulting map will reduce this portion of the master map from 44 to 36 lots (Attachment 3). BACKGROUND: The Andalusia Specific Plan envisioned a phased development of the 900 + acre project area. This request represents the continued development of homes within the eastern half of Andalusia (Attachment 2). The applicant has previously received approval for a different model type than has been built within the project to date, to respond to changes in the marketplace. The new home designs require wider lots than the 55 foot standard lots already recorded in this part of the project. As a result of this change, the recorded Final Map is being amended to widen the Page 1 of 3 existing 44 lots from 55 feet to 65 feet, resulting in a loss of 8 lots. PROPOSAL & ANALYSIS: Tract Map 31681 was originally designed and approved to subdivide the single family lots within Andalusia. Since its original approval, the map has been recorded in phases, as development was proposed. The current phase, 31681-3, includes 44 currently undeveloped lots that were designed to be 55 feet in width. In order to accommodate a new model style approved under Site Development Permit 13-934, the lots must be 65 feet in width. The recorded map is therefore being amended, and the widening will result in 8 fewer lots than are currently recorded on this portion of the site. All the street and golf course improvements that surround this portion of the project have been completed. The lots proposed for change in this case are surrounded by existing golf course, and are located south of the area on which SDP 13-934 models were originally approved. The Municipal Code, Section 13.21.115, allows for Final Maps to be amended under certain conditions. The proposed Amended Final Map 31681-3 is consistent with the Municipal Code, and the Findings for approval can be made. AGENCY AND PUBLIC REVIEW: Public Agency Review: This request was sent to all applicable City departments on February 19, 2015. All written comments received are on file and available for review with the Community Development Department. All applicable comments have been incorporated in the recommended Conditions of Approval. Public Notice: This project was advertised in The Desert Sun newspaper on May 8, 2015, and mailed to all property owners within 500 feet of the site. To date, no comments have been received from adjacent property owners. Any written comments received will be handed out at the hearing. ENVIRONMENTAL REVIEW The Community Development Department has determined that this project was previously studied as part of Specific Plan 2003-067, Environmental Assessment 2003-483. The streets and golf course have been constructed, and the land proposed for the current project is surrounded by existing homes. No further analysis is required under the California Environmental Quality Act. Report prepared by: Nicole Sauviat Criste, Consulting Planner Page 2 of 3 Attachments: 1 . Project Information 2. Project Area Site Map 3. TM 31681-3, Amendment No. 3 4. Precise Grading Plan, TM 31681-3, Amendment No. 3 Page 3 of 3 FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 2015-0001, AMD 3) ANDALUSIA ADOPTED: MAY 20, 2015 Page 1 of 4 FINDINGS A. The proposed amended final map is consistent with the La Quinta General Plan. The proposed map conforms to the design guidelines and standards of the General Plan for Low Density Residential designated properties, as set forth in the Land Use Element. The proposal is consistent with the requirements of Specific Plan 2003- 067, including setbacks, pad elevations, and other design and performance standards that assure a high quality of development. B. The design of the amended final map is consistent with the La Quinta General Plan in that infrastructure and other improvements are in place, and this amendment will not impact those improvements. C. The design of the amended final map and the proposed improvements are not likely to cause substantial environmental damage nor substantially injure fish or wildlife or their habitat. The City of La Quinta Community Development Department has determined that this project was previously studied under Environmental Assessment 03-483, and no further review is necessary. D. The design of the amended final map and the proposed improvements are not likely to cause serious public health problems. As conditioned, the amended final map will not result in any increased hazard to public health or welfare, as the design has been reviewed for sight distance, and will be required to connect to the existing sanitary sewer and water systems in place within Andalusia. E. The site of the amended final map is physically suitable for the type of development and proposed density of development. As conditioned, the proposed design is physically compatible with the site with regards to topography, and consistent with the existing and proposed lots and homes to the north and east. F. As conditioned, the amended final map is consistent with all applicable provisions of this title and the La Quinta Zoning Ordinance, including, but not limited to, minimum lot area requirements, any other applicable provisions of this code, and the Subdivision Map Act. G. As conditioned, the design of the amended final map will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision, for access through or use of the property within the subdivision in that none presently exist and access is provided within the project and FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 2015-0001, AMD 3) ANDALUSIA ADOPTED: MAY 20, 2015 Page 2 of 4 to adjacent public streets. CONDITIONS OF APPROVAL C;FNFRAI 1 . The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Amended Tract Map, or any Final Map recorded thereunder. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Amended Tract Map, and any Final Map recorded thereunder, shall comply with the requirements and standards of Government Code § § 66410 through 66499.58 (the "Subdivision Map Act"), Chapter 13 of the La Quinta Municipal Code ("LQMC") and the Conditions of Approval for Tentative Tract Map No. 31681. The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-quinta.org. 3. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Fire Marshal • Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Improvement Permit) • Planning Department • Riverside Co. Environmental Health Department • Coachella Valley Unified School District • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 2015-0001, AMD 3) ANDALUSIA ADOPTED: MAY 20, 2015 Page 3 of 4 • California Water Quality Control Board (CWQCB) • SunLine Transit Agency • South Coast Air Quality Management District Coachella Valley The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When the requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvements plans for City approval. FINAL MAPS 4. Prior to the City's approval of a Final Map, the applicant shall furnish mylars of the Final Map that were approved by the City's map checker. The Final Map shall be 1 " = 40' scale. IMPROVEMENT SECURITY AGREEMENTS 5. Prior to City Council approval of this Amended Final Map, the applicant shall construct all on and off -site improvements and satisfy its obligations for same, or shall furnish a fully secured and executed Amended Subdivision Improvement Agreement ("SIA") guaranteeing the construction of such improvements and the satisfaction of its obligations for same. 6. Any Amended Subdivision Improvement Agreement ("SIA") entered into by and between the applicant and the City of La Quinta, for the purpose of guaranteeing the completion of any improvements related to this Amended Final Tract Map, shall comply with the provisions of LQMC Chapter 13.28 (Improvement Security). FIRE DEPARTMENT 7. For residential areas, approved standard fire hydrants, located at each intersection, with no portion of any lot frontage more than a maximum of 500 feet from a hydrant. Minimum fire flow for all residential structures shall be 1000 GPM for a 2- hour duration at 20 PSI. 8. The required water system, including fire hydrants, shall be installed and accepted by the appropriate water agency prior to any combustible building material being placed on an individual lot. Two sets of water plans are to be submitted to the Fire Department for approval. FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 2015-0001, AMD 3) ANDALUSIA ADOPTED: MAY 20, 2015 Page 4 of 4 9. Applicant/Developer shall mount blue dot retro-reflectors pavement markers on private streets, public streets and driveways to indicated location of the fire hydrant. It should be 8 inches from centerline to the side that the fire hydrant is on, to identify fire hydrant locations. 10. Residential fire sprinklers are required in all one and two family dwellings per the California Residential Code, California Building Code and the California Fire Code. Contact the Riverside County Fire Department for the Residential Fire Sprinkler Standard. 1 1 . Fire Apparatus access road and driveways shall be in compliance with the Riverside County Fire Department Standard number 06-05 (located at www.rvcfire.org). Access lanes will not have an up, or downgrade of more than 15%. Access roads shall have an unobstructed vertical clearance not less than 13 feet and 6 inches. Access lanes will be designed to withstand the weight of 80 thousand pounds over 2 axles. Access will have a turning radius capable of accommodating fire apparatus. Access lane shall be constructed with a surface so as to provide all weather driving capabilities. COMMUNITY DEVELOPMENT DEPARTMENT 12. The homes to be built on the recorded lots resulting from this map shall be consistent with, and shall conform to the conditions of approval for Site Development Permit 2013-934. ATTACHMENT 1 Project Information CASE NUMBER: AMENDED FINAL MAP 31681-3, AMENDMENT NO. 3 (TT 201 5-0001, AMENDMENT NO. 3) APPLICANT: T. D. DESERT DEVELOPMENT LP PROPERTY OWNER: T. D. DESERT DEVELOPMENT LP ENGINEER: WATSON ENGINEERING REQUEST: WIDEN LOTS FROM 55 FEET TO 65 FEET, THEREBY REDUCING 44 LOTS TO 36 LOTS LOCATION: APN: 764-690-001 THROUGH -044, ON ALMERIA WITHIN ANDALUSIA GENERAL PLAN DESIGNATION: LOW DENSITY RESIDENTIAL ZONING DESIGNATION: LOW DENSITY RESIDENTIAL SURROUNDING ZONING/LAND USES: NORTH: GOLF COURSE, VACANT LOTS SOUTH: GOLF COURSE EAST: GOLF COURSE WEST: GOLF COURSE ATTACHMENT 2 ATTACHMENT 3 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING RECORDER'S STATEMENT OWNERS STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS AMENDED SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. T.D. DESERT DEVELOPMENT, L..P. 0 ITS: EXISTING OWNERS AS TO LOTS 1-44, 50-80 & 84-196 (SIGNATURE NOT REQUIRED PURSUANT TO SECTION 66470 OF THE SUBDIVISTION MAP ACT -NOT ALTERED BY THIS AMENDMENT). NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIVERSIDE IL BEFORE ME, NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY (IES) AND BY HIS /HER/THEIR SIGNATURE (S) ON THE INSTRUMENT THE PERSON (S) , OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE NAME TYPE OR PRINTED), NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE. PRICIPAL COUNTY OF BUSINESS: COMMISSION EXPIRES: COMISSION # OF NOTARY: NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIVERSIDE NIL BEFORE ME, NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY (IES) AND BY HIS /HER/THEIR SIGNATURE (S) ON THE INSTRUMENT THE PERSON (S) , OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE NAME (TYPE OR PRINTED), NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE. PRICIPAL COUNTY OF BUSINESS: COMMISSION EXPIRES: COMISSION # OF NOTARY: FILED THIS DAY OF 2014 AT . , IN BOOK OF MAPS, AT PAGES AT THE REQUEST OF THE CITY CLERK OF THE CITY OF LA QUINTA No. FEE LARRY L. WARD, COUNTY ASSESSOR -CLERK -RECORDER BY: ENGINEER'S STATEMENT DEPUTY I HEREBY STATE THAT I AM A LICENSED ENGINEER OF THE STATE OF CALIFORNIA AND THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION. THE AMENDMENTS SHOWN HEREON WERE TO NUMBERED LOTS 113 THROUGH 156 INCLUSIVE OF AMENDED TRACT 31681-3, M.B 431 AT PAGES 1 THROUGH 15 INCLUSIVE. GLEN L. LUDWIG R.C.E. 13191 EXPIRES 3-31-15 CITY ENGINEER'S STATEMENT L- C No. 13191 EXP. 3-31-15 I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN 2ND AMENDED MAP OF TRACT NO. 31681-3 CONSISTING OF FIFTEEN SHEETS; THAT THE SUBDIVISION SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES HAVE BEEN COMPLIED WITH. TIMOTHY R. JONASSON P.E. DATED PUBLIC WORKS DIRECTOR/CITY ENGINEER RCE 45843 EXP. 12-31-14 CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN 2ND AMENDED MAP OF TRACT NO. 31681-3 CONSISTING OF FIFTEEN SHEETS AND AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT RELATIVE TO THE TRACT MAP BOUNDARY. ERIC A . NELSON P.L.S. 5563 DATED ACTING CITY SURVEYOR CITY CLERK'S STATEMENT I, SUSAN MAYSELS, CLERK AND EX-OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF LA QUINTA, STATE OF CALIFORNIA, HEREBY CERTIFY THAT SAID COMMUNITY DEVELOPMENT DIRECTOR AT ITS DIRECTOR'S HEARING HELD ON APPROVED THE WITHIN 2ND AMENDED MAP OF TRACT NO. 31681-3. SUSAN MAYSELS CMC OF THE CITY COUNCIL CITY OF LA QUINTA RECEIVED APR 16 2015 C17Y OF LA QUINT, IN IHE CITY OF LA OUINIA, COUNTY OF RIVERSIDE, SIAIE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING *S89'53'00"E 2651.32'* S89'31'42"E 2651.56' FOUND 2"IP W/Tag DOWN 1.35, PLASTIC PLUG ILLEGIBLE, ACCEPTED AS NW. COR. OF SEC. 27, PER RS 70/96-99 �Ic Q � O cu C11 to Lo M N 3 3 W) \ O � r O Cl Z in SIC n /O fD Lo O r� V^ N / [PARCEL MUD 3/4"IP W/Tag AVENUE 56 FOUND 3/4" IP W/nail DOWN 0.3' NO TAG ACCEPTED AS N 1/4 COR SEC 27, NO REF VDAM HO]❑ 3� 8�BLS o� PARCEL � MEN FOUND 3/4' IP Open �o DOWN 1.0 ' , NO TAG o HELD FOR LINE, J �� ACCEPTED AS PROPERTY CORNER PER RS 18/56 �O 089'49'05"W 2646.12'* 35.00' N89'30'09"W 2647.03' [PARCEL HUD DOWN 0.3' TAG ILLEGIBLE \ ACCEPTED AS SW COR SEC 27 PER RS 111/95 FOUND 3/4" IP W/Tag DOWN 1.75' TAGGED LS 4152 ACCEPTED AS S. 1/4 SEC. 27 PER RS 111/95 2654.43' (2654.34') BASIS OF BEARING PER RS 111/95 ENGINEER'S NOTES: 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF THE SW 1/4 OF SEC 27 SHOWN HEREON AS N 89°47'47"E,PER RS 111/95 2. • INDICATES FOUND MONUMENT AS NOTED. 3. O INDICATES SET 1" I.P., FLUSH, TAGGED R.C.E. 13191, UNLESS OTHERWISE NOTED. 4. o INDICATES FOUND 1" I.P. FLUSH TAGGED R.C.E. 13191 PER TRACT NO 31681-1 M.B. 373/7-13, AND/OR TRACT 31681-2 M.B.397/34-44. 5. A 1" I.P. WITH PLASTIC PLUG, STAMPED R.C.E. 13191 WILL BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. 6. A NAIL AND BRASS TAG STAMPED R.C.E. 13191 WILL BE SET IN THE CONCRETE CURB ON THE PROLONGATION OF THE SIDE LOT LINES IN LIEU OF FRONT LOT CORNERS. 7. IN THE EVENT THE ABOVE TYPE MONUMENTS CANNOT BE SET DUE TO UNFORESEEN CIRCUMSTANCES, A TAG MARKED R.C.E. 13191 WILL BE AFFIXED IN CONCRETE, STONE OR METAL AT THE TRUE POSITION CALLED FOR BY THIS MAP. 8. {DATA} = RECORD DATA PER PARCEL MAP NO. 26481 PMB 179/78-79. 9. (DATA) = RECORD DATA PER RS 111/95. 10. <DATA> = RECORD DATA PER TRACT NO. 3686 MB 60/12-13. 11. *DATA* = RECORD DATA PER RS 18/56. LI IJ llACU IJ V o ❑ 9.12.070/7411 cn m Lo CO N W 0 z O fU w m CV co 0 O Co Z AVENUE 60 N89'32'29"W 2651.05' FOUND 1 1/4" IP W/nail DOWN 0.1' TAG MISSING IN LIEU OF 2" I.P. ACCEPTED AS NE COR. SEC PER PMB 179/78-79 10' GTE CONDUITS FOUND 2x2 W/Tag DN 0.4' CO. SURV. BRASS TAG W/ 2' SWING TIES ACCEPTED AS E 1/4 COR SEC. 27 PER PMB 179/78-79 SHEET 2 OF 15 SHEETS 27 CO Lo Cu (U am m� N89*36' 2 W 2651.23' -�\ I / ,o m U Ho. S LIW_12 (N89'47' 32"E 2649.28' ) S89'47'29"W 2649.34' FOUND Brass Cap DOWN 1. 10' BUREAU OF RECLAMATION 1946 ACCEPTED AS SE COR. SEC. 27 PER RS 111/95 GRAPHIC SCALE 1"=400' 0 400 800 1200 12. THIS TRACT CONTAINS 118.95 ACRES, 188 LOTS, LETTERED LOTS "B" THOUGH "J", PRIVATE STREETS AND DRIVES \ LOTS "K" THROUGH "Z", "AA", "BB" AND "CC", AND PUBLIC STREET LOT "A" 13. AEXISTING 10' PUBLIC UTILITY EASEMENT OF THE CITY OF LA OUINTA, 10' IMPERIAL IRRIGATION DISTRICT EASEMENT RESERVED PER TRACT 31681-3 M.B. 420/1-15, AND 10' PRIVATE DRAINAGE EASEMENT RESERVED PER TRACT 31681-3 M.B. 420/1-15. 14. EXISTING 15' (UNLESS SHOWN OTHERWISE) PRIVATE DRAINAGE EASEMENT RESERVED PER A TRACT 316Bi-3 M.B. 420/1-15. 15. INDICATES NON -VEHICULAR ACCESS RIGHTS RELINQUISHED PER TRACT 31681-3 MB 420/1-15. VICINITY M A P NTS 16. EXISTING EASEMENT FOR WATER AND SANITATION PURPOSES OF COACHELLA VALLEY WATER DISTRICT OVER ALL PRIVATE STREETS PER TRACT NO. 31681-3, M.B. 420/1-15. 58TH AVE, C\l (V w Lo O ti O Co Z DED E CURVE ARC RADIUS DELTA TANGENT Cl 42.04' 30.00' 80°17'52" 25.31' C2 46.65' 256.00' 10°26'24" 23.39' C3 28.80' 20.00' 82°31'02" 17.54' C4 72.37' 106.00' 39°06'57" 37.66' C5 155.27' 4186.00' 2°07'31" 77.64' C6 167.69' 464.00' 20°42'25" 84.77' C7 178.39' 221.00' 46°14'58" 94.38' C8 2.27' 248.00' 0°31'26" 1.13' C9 38.30' 35.00' 62°41'44" 21.32' C10 42.44' 50.00' 48°37'37" 22.59' C11 84.43' 125.00' 38°41'57" 43.90' C12 5.85' 77.00' 4*21'16" 2.93' C13 29.03' 20.00' 83°09'42" 17.74' C14 44.37' 30.00' 84*44'15" 27.36' C15 85.12'1 825.00' 5°54'40" 42.60' C16 144.70' 128.00' 64°46'07" 81.18' C17 117.45' 98.00' 68°39'49" 66.93' C18 495.97' 350.00' 81°11'26" 299.94' C19 235.27' 169.00' 79°45'45" 14l.2i' C20 458.32' 310.00' 84°42'35" 282.62' C21 195.57' 150.00' 74*42'13" 114.48' C22 411.46' 373.00' 63*12'13" 229.49' C23 96.39' 189.00' 29*13'14" 49.27' C24 65.87' 1000.00' 3°46'27" 32.95' C25 394.30' 3119.00' 7°14'35" 197.41' C26 45.04'1 300.00' 8*36'10" 22.56' C27 45.47'1 894.00' 2°54'51" 22.74' C28 63.77' 40.00' 91*20'28" 40.95' C29 98.28' 180.00' 31*17'02" 50.40' C30 4.45' 100.00' 2°33'02" 2.23' C31 81.18' 300.00' 15*30'12" 40.84' C321 5.34' 20.00' 15°18'27" 2.69' C33 57.84' 360.00' 9°12'21" 28.98' C34 221.41' 321.00' 39°31'11" 115.31' C35 11.03' 342.00' 1*50'52" 5.51' C36 83.20' 205.00' 23*15'10" 42.18' C37 43.89' 960.00' 2*37'10" 21.95' C38 174.20' 591.00' 16*53'16" 87.73' C39 44.88' 1000.00' 2*34'17" 22.45' C40 94.90' 15262.00' 0°21'22" 47.45' C41 34.28' 200.00' 9*49'17" 17.18' C42 55.00'1 200.00' 15°45'27" 27.68' C43 74.48'1 119.00' 35°51'39" 38.51' C44 87.15' 1237.00' 4*02'12" 43.60' C45 30.81' 52.00' 33*57'10" 15.87' C46 33.74' 30.00' 64°25'45" 18.90' C47 43.92' 38.00' 66*13'13" 24.78' C48 243.77' 325.00' 42°58'34" 127.94' C49 28.8i'l 250.00' 6°36'07" 14.42' C50 32.9i'l 856.00' 2*12'10" 16.46' C51 84.4i'l 363.00' 13°19'24" 42.40' C52 69.05'1 156.00' 25°21'37" 35.10' C53 122.15' 224.00' 31*14'38" 62.63' C54 234.83' 315.00' 42°42'51" 123.18' C55 51.40' 30.00' 98°09'38" 34.61' C56 137.51' 444.00' 17°44'39" 69.31' C57 101.30' 732.00' 7°55'44" 50.73' C58 16.49' 114.00' 817'24" 8.26' C59 17.60' 150.00' 6°43'27" 8.81' C60 29.26' 30.00' 55°53'20" 15.91' C61 4.57'1 115.00' 17°28'02" 2.30' C62 169.08' 193.03' 50°11'05" 90.39' C63 80.11' 1256.00' 3*39'17" 40.07' C64 68.10'1 404.00' 9°39'27" 34.13' C65 32.38' 200.00' 9°16'33" 16.22' C66 17.30' 15.00' 66°03'44" 9.75' C67 45.44' 30.00' 86°47'23" 28.36' C68 114.86' 195.00' 33°44'56" 59.15' C69 35.51' 141.00' 14°25'46" 17.85' C70 63.84'1 205.00' 17°50'37" 32.18' C71 74.66' 1356.00' 3*09'17" 37.34' C72 107.43' 501.00' 12°17'10" 53.92' C73 57.99'1 175.00' 18*59'13" 29.26' C74 166.78' 266.00' 35°55'30" 86.24' C75 57.06'1 100.00' 32°41'31" 29.33' C76 98.43' 882.00' 6°23'38" 49.26' 1 7 363.04' 1597.00' 13°01'29" 182.31' C78 136.69' 324.00' 24*10'18" 69.38' r--C791 280.17' 1944.00' 8°15'27" 140.33- IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 - - - - LUDWIG ENGINEERING E E L20\ SHEET 11 1325.57' N89°34'20"W LOT � - - - � L� � AA_' 194 LOT „S � Lu // \\29v• ��/ I �� LO 3 4 5 6 7 8 g NH \ 1 53 54 a / / 53 55 52 U.1 i Lu ILO 51 12 LOT „K„ CC...\ 50 R)L 16 \ `\ \ \ 44 13 u' 43 LOT „B„ 42 GOLF COURSE 14 / i- �� 54 \ CD a0 / 55 \ 41 Z 56 \ \ 40 15 � / c�9 5 \ 39 (ti f 58 38 16 I o I .'AA" LOT \9S• 59 \ LOT LINE ADJUSTMENT NO. LLA \sss 60 �S�\ \ �\ 37 07-475 RECORDED JUNE 29, 2007, AS INST. E oc 6� c>9 61 \ q 36 # 2007-0429288. 17 \ 1 62 63 \ `\�\ \ 35 18 i ET c> 64 \� f 34 30' WATER PELINE AND 19 s 65 \ 33 O APPURTENANTIFACILITIES / \ EASEMENT TO UNITED STATES / 32 OF AMERICA, RECORDED APRIL 20 / 21, 2005, INSTRUMENT NO 85 67 \ \ \ O \ 31 2005-0313110 OF O.R*--- . c>> 69 \ 29 23 22 21 195 70 24 - 26- 28 27 �� 73 _ 165 74 164 196 LOT H" I J� � T 162 163 �j 75 157 158159 20 161 cun ci 76 / � 2 .3p� � lP' NpA 166 77 I = /� C2 c26 � � 167 I � 78 ti� �ry \ SO4_53 ' 58 "E (R) PCC Nz9 • Q l S01_59 - 07 'E (R) PCC A5"� i \ �3� (qj �`� 79 / �� o N89_21_21_E (R) SEE °�' 168 S ET i REMAINDER 0 80 NP v P� / � I �Qr E � U A 2 i� SHEET 12 N 169 - 6 cu N 3 6 170 co 85 / / � 148 css o�99, 171 86 147 172 I r �2 �1� 89 88 ' ON F c5 113 �\ 146 �s •��"i / 0j / P pa 145 n �06/ \- N 173 90 / 10� v Ew 114 / paC 1 35' 3ti 91 S / G53 Nap o I o / N46 °38' 45"W (R) PRC N30 A5; G - - - - / Pc A AA'C1p 92 �� l �pc� ^ I a �n 115 I 144 �174 22pAll5 p2 E LO \�b� 9 PIE I Z cD� N85_02_24"E (R) PRC 30 / C6 94 4 cu -i \0� I 143 175 o'2 9fi / / pt / 112 9sc,'9�9��.. - "�?l4�26„ 95 / �, \ • ,0 9 N89 °20' 31"E 117 / 97 _ / 111 \�T \� (R) Pcc - - 142 �, �W (A) pRC 176 CD I w 98 \ \ \ BOND A 110 C 6 0 \� �;, QI 118 ^� �' o I LO ^h 177 C) I o 100 107 108 5A \�\os `` 119 q�. z Q�/ \4e. 7 \ E I Z HEE g..�� a�� 120 / \�a 18 15`9"'s 101 106 ��°ti5 \'v>° \��., `L139 m or �0- SZ) ET N��J� 121/`�\A 179 LO 102 Goa \� \�e.. \`�i9JA \9�' h2 138 =h1/ \ 180 � o LOT 6 ti ems• \�� \ 9c �' 122 S �� - 103 104 6 \pso \�',�. �JAq \ G�ti 137 �o_oo' 37"w (R) cp o \�s \�, REMAINDER 123 / 136 PRc ems,° \ �� \� C49 _ S59 °39_15"E (R) PRC \�,S �, 181 J c 3A 4 4p- a 6� 2 �- \\c 124 / 135 vry N69_28_32"W (R) PRC \�\A9 182 I I 134 3' 05"W (R) PRC c LINE BEARING DISTANCE L1 S56°15'47"W 78.78' L2 S60°38'46"W 81.00' L3 S63°53'17"W 83.05' L4 S61°45'38"W 81.67' L5 S66°27'57"W 84.96' L6 N50°35'21"E 78.32' L7 S61°42'11"W 123.42' L8 S39°32'44"W 102.77' L9 S29°44'30"W 129.53' L10 S06°11'00"E 81.33' L11 S45°16'09"E 24.71' L12 S32°14'40"E 35.26' L13 S56°24'58"E 35.69' L14 S48°09'31"E 26.45' L15 S35°54'48"W 136.24' L16 S11°22'25"W 28.00' L17 S03°53'27"W 65.10' L18 S45°31'12"W 28.87' L19 S55°40'22"E 19.92' L20 N89°48'22"W 32.41' L21 S00°11'38"W 58.49' L22 S72°32'40"E 44.06' L23 S66°52'33"W 144.95' L24 N37°07'19"W 31.11' L25 N01°08'26"W 166.00' L26 N54°44'54"E 165.26' L27 S85°02'04"W 26.30' L2B S17°27'20"W 62.44' L29 S01°32'32"E 6.44' L30 N29°44'30"E 67.42' L31 S70°40'28"W 139.42' L32 N69°15'17"E 113.19' L33 N71°12'26"E 71.68' L34 N65°53'48"E 207.26' L35 S67°05'00"W 191.92' C61 o°eti`i 125CD - 0 0 3I S89°34'44 "E (R)PRC 183 LO NU I 126 \ � S86 °2304- (R)PR z)� 22 - 184 ati �IN85 51E(R)PCC- ° 127 REMAINDER // I w _314 N�o 5g 128 S30 °20' 14 W 1850 7 5e 22„ 129 � J � I w 130 2�h`�� 131 186 `h I so. s�s28 ti��?�h \ \I 22..F C4� �s9" 187 \ N7q •1106 ��I 6q . � 97 p W N69 Sg 188 Og°W N00 °38' 55"E (R) PRC S EASEMENTS N05 15' 45"W (R) PRC 189 ORIVERSIDE CO. - RIGHTS OF PUBLIC, 30' ALONG 190 SECTION LINES REC 4/17/59 NO. 32692. O.R. �1a C15 STATES OF AMERICA, THE OWNER OF EASEMENTS 191 OUNITED FOR WATER PIPELINE AND APPURTENANT FACILITIES, 3 RECORDED APRIL 21, 2005, INSTRUMENT NO. � 193 192 2005-0313110 OF O.R. CD SOUTHERN PACIFIC RAILROAD COMPANY, THE OWNER OF o / EASEMENTS FOR RAILROADS AND UTILITIES PER BOOK � 208, PAGE 349, RECORDED 12/5/1905, AND BOOK 220, PAGE 60, RECORDED 1/9/1906, BOTH OF DEEDS. SAID ti T - EASEMENTS ARE BLANKET IN NATURE AND CANNOT BE '� PLOTTED. I C) m- III - - - - - - - - - - - - i SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES "A" AVENUE E 588.85' N89°47'29"E GRAPHIC SCALE 1"=200' 0 200 400 600 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING CURVE ARC RADIUS DELTA TANGENT Cl 54.2B' 762.00' 4.04'53" 27.15' C2 12.44' 25.00' 28.31'15" 6.35' C3 317.94' 711.00' 25.37'17" 161.67' C4 149.78' 272.00' 31.33'05" 76.84' C51 46.13' 272.00' 9.43'05" 23.12' C6 78.85' 478.00' 9.27'06" 39.52' C7 108.97' 478.00' 13.03'41" 54.72' CB 89.62' 478.00' 10*44'31" 44.94' C9 16.60' 478.00' 1.59'24" 8.30' C10 24.18' 25.00' 55.24'19" 13.13' C111 49.57' 113.00' 25.08'07" 25.19' C12 78.59' 113.00' 39.51'01" 40.96' C13 23.61' 113.00' 11.5B'19" 11.85' C14 79.72' 350.00' 13.03'04" 40.04' C15 75.67' 350.00' 12.23'15" 37.9B' C16 77.02' 350.00' 12.36'29" 38.67' C171 78.44' 350.00' 12.50'21" 39.3B' C18 22.96' 350.00' 3.45'31" 11.4B' C19 50.42' 98.00' 29.2B'31" 25.7B' C20 67.03' 98.00' 39.11'18" 34.8B' C21 132.OB' 272.00' 27°49'22" 67.37' C22 53.53' 128.00' 23.57'35" 27.16' C231 51.59' 128.00' 23.05'39" 26.15' C24 39.5B' 128.00' 17.42'53" 19.95' C25 144.70' 128.00' 64*46*07" 81.18' C26 22.26' 825.00' 1.32'45" 11.13' C27 62.86' 825.00' 4.21'55" 31.44' C28 44.37' 30.00' 84.44'15" 27.36' C291 54.2B' 776.00' 4.00'29" 27.15' C30 344.8B' 286.00' 69.05'32" 196.90' C31 316.15' 492.00' 36.49'03" 163.75' C32 113.42' 100.00' 64.59'08" 63.69' C33 112.60' 100.00' 64.30'56" 63.11' C34 261.32' 711.00' 21.03'31" 132.15' C351 5.99' 711.00' 0.2B'57" 2.99' C36 50.63' 711.00' 4.04'49" 25.33' C37 10.54' 25.00' 24.09'54" 5.35' C38 103.63' 113.00' 52.32'37" 55.7B' C39 328.00' 272.00' 69.05'32" 187.26' C40 307.16' 478.00' 36.49'03" 159.09' C411 325.15' 506.00' 36.49-03" 168.41' C42 54.29' 790.00' 3.56'15" 27.16' C43 22.99' 25.00' 52.41'09" 12.3B' C44 311.6B' 697.00' 25.37'17" 158.49' C45 495.97' 350.00' 81.11'26" 299.94' C46 117.45' 98.00' 68.39'49" 66.93' C471 85.12' 825.00' 5.54'40" 42.60' C48 361.77' 300.00' 69.05'32" 206.54' C49 127.24' 113.00' 64.30'56" 71.32' C50 128.17' 113.00' 64.59'08" 71.97' C51 290.81' 725.00' 22.5B'57" 147.39' C52 13.12' 478.00' 1.34'21" 6.56' C531 324.20' 725.00' 25.37'17" 164.86' LINE BEARING DISTANCE L1 N59'43'26"E 29.67' L2 N69'46'38"W 29.44' L3 N69'46'38"W 8.66' L4 N44°59'10"E 32.42' L51 N04°47'30"W 53.75' SEE SHEET 5 I I N82'57'43"W (R) PAC I 183 N N75.51' 36 �g9 a� 2Ci ,-�78'OB' 184 N82_49' 1 i "W (R) _ O U I U 210 g8' c N75'S1 36.E II a r O Q �NBB'48_35_E (A) I J 185 13' Z 1 U 20A .co 92 \ N75.51 36"E c \ 186 � `so I I � I cn m Q to U Q U U Lo w I "J � ? I W I I I n \N I 11.2A " •�ij \ �clf N:-: 1 36 E 2ti j �\ 43 ro 187 N75�1�"ElalpC=�\ NA7 2 59 v co v N 1 \ s \ 1A' I 14, 8 I 23,.g8 N77 37 05 EIR� I I N76•A5'17"E I I I� I I� I 188 I I � I N88_21 ' 36' E (R) I I 205.79' N82'26'55"E N76_41' 30"ELo (R1 vcn u U 189 I� I I N78 34 43 "W (R) I I REMAINDER N85.28'55"W 202.56' I I J 190 "69 � GZ \09 J, w(q) pCC C47 C27 C26 C24 20 I cc a c' a1 0cn l Lo al of co m / `1 ZI �I \9 191 / LOT "Ccl �I �I y�> �Q� OPEN SPACE Z1 Y. / 6.54 AC n 193 cn m = 192 9 / / 3rI N I / �I 0 o- - - - - - - - - - - - - - - - - - En Cl 72.51' 28.17' N89'57'55"E 100.68' o G6 C29 -0 N89'57'55"E 100.68 c~*m Cl C42 i /I I N89'57' 55"E 100.68' 3 I 3 _ Lo Lo Co �I" �I" ~ Q �I iu CU Co "' I cn I z 20. 00' SEWER IE EASEMENT TO CVWD 47.41' GRAPHIC SCALE 1"=50' 0 50 100 150 1 511.16' 0 0 LOT "A"Co 5.74 AC AVENUE 60 Lo 588.85' N89'47'29"E FOUND Brass Cap w Lij U) Q Q o� J 55.00' DOWN 1.10' BUREAU OF RECLAMATION 1946 ACCEPTED AS SE COR. SEC. 27 PER RS 111/95 SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES Icu N IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING CURVE ARC RADIUS DELTA TANGENT C1 12.44' 25.00' 28.31'15" 6.35' C2 33.39' 725.00' 2.38'20" 16.70' C3 47.68' 891.00' 3.03'59" 23.85' C4 78.98' 891.00' 5.04'43" 39.52' C51 77.06' 891.00' 4.57'19" 38.55' C6 75.81' 891.00' 4.52'31" 37.93' C7 47.76' 891.00' 3.04'16" 23.89' C8 23.29' 25.00' 53.22'01" 12.56' C9 10.35' 144.00' 4.07'11" 5.18' C10 87.19' 144.00' 34.41'26" 44.98' Clil 76.01' 144.00' 30.i4'3l" 38.91' C12 96.54' 144.00' 38.24'41" 50.16' C13 50.91' 144.00' 20.15'18" 25.72' C14 20.78' 25.00' 47.36'51" 11.03' C15 41.00' 1007.00' 2.19'58" 20.50' C16 8.55' 504.00' 0.58'18" 4.27' C171 94.18' 1007.00' 5.21'31" 47.13' C18 46.89' 150.00' 17.54'45" 23.64' C19 83.93' 310.00' 15.30'43" 42.22' C20 90.39' 310.00' 16.42'26" 45.52' C21 79.06' 310.00' 14.36'44" 39.75' C22 75.34' 310.00' 13.55'30" 37.86' C231 76.43' 310.00' 14.07'33" 38.41' C24 53.17' 310.00' 9.49'39" 26.65' C25 28.02' 169.00' 9.30'01" 14.04' C26 75.91' 169.00' 25.44'03" 38.60' C27 81.60' 169.00' 27.39'47" 41.61' C28 49.74' 169.00' 16.51'54" 25.05' C291 58.68' 350.00' 9.36'23" 29.41' C30 103.48' 350.00' 16.56'23" 52.12' C31 50.63' 711.00' 4.04'49" 25.33' C32 352.69' 905.00' 22.19'45" 178.61' C33 18.91' 905.00' 1.11'50" 9.46' C34 232.70' 490.00' 27.12'36" 118.59' C351 25.48' 490.00' 2.58'44" 12.74' C36 328.62' 131.00' 143.43'48" 399.97' C37 335.55' 1021.00' 18.49'50" 169.30' C38 195.57' 150.00' 74.42'13" 114.48' C39 458.32' 310.00' 84.42'35" 282.62' C40 235.27' 169.00' 79.45'45" 141.21' Nil 495.97' 350.00' 81.11-26" 299.94' C42 311.68' 697.00' 25.37'17" 158.49' C43 377.35' 919.00' 23.31'35" 191.37' C44 327.30' 891.00' 21.02'48" 165.51' C45 257.01' 504.00' 29.13'02" 131.36' C46 320.99' 144.00' 127.43'07" 293.41' C471 250.80' 476.00' 30.11-20" 128.39' C48 506.23' 1035.00' 28.01'27" 258.29' C49 306.59' 1007.00' 17.26'40" 154.49' C50 38.56' 891.00' 2.28'47" 19.28' C51 371.61' 905.00' 23.31'35" 188.46' C52 258.18' 490.00' 30.11'20" 132.16' C53 317.94' 711.00' 25.37'17" 161.67' C54 261.32' 711.00' 21.03'31" 132.15' C55 324.20' 725.00' 25.37-17" 164.86' I.]:I►vi/_1IZ191:1V rn cn C..7 GRAPHIC SCALE 1"=50' SEE SHEET 6 I S81 • 21 '07•E(R)I I r 1 r IT cj C-' I Q' � I I I 142 14' I I ' IC-) I I 36 F (R) I I / 1 SRC / C-3 �o T� Lu i -j H I I I I �� 55.00' Lu I � a Z� cn I LOT "C o N" C SPACE Q IUU j 6E 54 AC I I 14' 14, 28' I I I I I I I I I N84.24' i 1 •W (q) v i 1C7 1 SEE SHEET 4 Q U Q O Lo J W cn SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES 0 rn ai v to N w u 0 o Co z IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 6 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING CURVE ARC RADIUS DELTA TANGENT Cl 82.98' 150.00' 31*41'51" 42.58' C2 65.70' 150.00' 25'05'39" 33.38' C3 10.47' 373.00' 1*36'31" 5.24' C4 76.23' 373.00' i1'42'34" 38.25' C51 75.17' 373.00' 11'32'47" 37.71' C6 77.30' 373.00' 11'52'26" 38.79' C7 83.58' 373.00' 12'50'20" 41.97' C8 88.71' 373.00' 13'37'36" 44.57' C9 8.99' 189.00' 2'43'33" 4.50' C10 87.40' 189.00' 26*29'41" 44.49' Cill 78.87' 802.00' 5'38'05" 39.47' C12 54.33' 802.00' 3'52'53" 27.18' C13 26.93' 342.00' 4'30'42" 13.47' C14 42.14' 342.00' 7'03'35" 21.10' C15 22.16' 25.00' 50*46'51" 11.87' C16 32.39' 125.00' 14'50'56" 16.29' C17l 87.49' 125.00' 40'06'16" 45.63' C18 77.10' 125.00' 35'20'27" 39.82' C19 47.84' 125.00' 21'55'34" 24.21' C20 26.79' 25.00' 61'23'39" 14.84' C21 13.27' 1007.00' 0'45'17" 6.63' C22 78.05' 1007.00' 4'26'27" 39.04' C23 80.10' 1007.00' 4'33'26" 40.07' C24 335.55' 1021.00' 18'49'50" 169.30' C25 163.83' 1021.00' 9'11'37" 82.09' C26 42.00' 328.00' 7'20'13" 21.03' C27 260.49' 112.00' 133'15'30" 259.18' C281 85.07' 328.00' 14'51'35" 42.77' C29 198.95' 816.00' 13'58'09" 99.97' C30 202.36' 830.00' 13'58'09" 101.68' C31 195.53' 802.00' 13'58'09" 98.25' C32 69.07' 342.00' 11'34'16" 34.65' C33 63.42' 342.00' 10'37'32" 31.80' C34 185.94' 1007.00' 10'34'47" 93.24' C35 306.59' 1007.00' 17'26'40" 154.49' C36 506.23' 1035.00' 28'01'27" 258.29' C37 244.83' 125.00' 112'13'14" 186.09' C38 195.57' 150.00' 74'42'13" 114.4B' C391 41l.46' 373.00' 63*12'13" 229.49' C40 96.39' 189.00' 29'13'14" 49.27' C41 116.40' 273.00' 24'25'47" 59.10' C42 63.82' 287.00' 12'44'2B" 32.04' C43 444.81' 259.00' 98'24'05" 300.06' C44 121.65' 314.00' 22'11'48" 61.60' C45 499.38' 1021.00' 28'01'27" 254.79' C46 127.07' 328.00' 22'11'48" 64.34' C47 538.98' 273.00' 113'07'05" 413.3B' C48 46.89-1 150.00' 17'54'45" 23.64' LINE I BEARING DISTANCE L1 NO3°27'25"W 16.59' REMAINDER GRAPHIC SCALE 1"=50' 0 50 100 150 SNG V� sve \1 w 1 I I vl UI LOT "H" OPEN SPACE 1.33 AC Q I I I I I 3 I uil 1.1J m J N S89'00' i4"E (R) I --I -4 ---- z > (n lee .3 36"E I cy� m ., m cO1um ., U u u I m �7_21_59=E (R) I U I S84'02'57'E(R) 166 i 1428.14' ,I��---- - N89'49' 09"W 1 i 88.72' c� � / I so52 8 E�al N 5 61 36"E Se3 22 9•Ela� C I - N89'49'09"W - 93.45' o cc> G� . e 45 W la�pa� S7g 29 16 E (R) pRc_ I rLuu wo Nye 167 N83.5 I � I ow IMEN cu w U 0 I Q N c> " 23e.36' � I W o E I rn N75.5136" N88'56-27"E(R) Qv S85'39'08"W(R1 W of - --2 U U I co - - N w tag pad � _ �� I I Cn 40'16 1 \ \ 46?1 w �a� 168 N W lR� /�`� i �I N30_38' 53"W (R) W �Nl 1�%7 C-3 cl I C Z S7e� 6" O c, • lei 22�'S6 36 51 " 5' I N, `' W I LOT „C„ N Lu i I OPEN SPACE 55.00' tn \��4_36'41"W(p) 169 I i ul I 6.54 AC N84'46' 07"E @1 13' o _ a W " `- � °- O � 1g9' I 51 36"E \ J cn I Q/ Q U 170 AO"E lal _ I / c:) N�9 25� Imo/ JLr) 1• S�,je/•W�ai N,•336"E 171 l 5, j / a,S•51,36"E 172 � J9 N27�0%"Elam\ c� �o Nee ElalpC/� U N,5 5436E N83'44' 41"E (R) 173 k i oo"Elal Ng9�9� I I" U U U S85'54'33"E I I I I I � J I �Im I I U I U ccr) I c' I 142E .14' I N%A*33 30 W lal N 15'S I - 2 / 1 2 I � I 174 "Abie 5 SEE SHEET 5 N87'30' 33"E (R) I SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES w u O .•y 0 0 z cu cu SHEET 7 OF 15 SHEETS CURVE ARC RADIUS DELTA TANGENT C1 8.88' 270.00' 1'53'06" 4.44' C2 32.63' 25.16' 74'18'56" 19.07' C3 113.85' 296.00' 22'02'14" 57.64' C4 31.93' 296.00' 6'10'4B" 15.98' C5 43.19' 578.00' 4'16'52" 21.60' C6 82.12' 578.00' 8'08'24" 41.13' C7 33.96' 626.00' 3'06'31" 16.99' C8 28.53' 25.00' 65'22'33" 16.04' C9 44.04' 63.00' 40'03'20" 22.96' C10 67.19'1 162.00' 23'45'4B" 34.08' C11 75.32' 350.00' 12'19'4B" 37.81' C12 72.38' 350.00' 11'50'57" 36.32' C13 36.16' 150.00' 13'48'37" 18.17' C14 28.35' 150.00' 10'49'51" 14.22' C15 64.11' 45.16' 81'20'15" 38.80' C16 72.11' 256.00' 16'08'17" 36.29' C17 163.61' 273.00' 34'20'18" 84.35' C18 219.56' 273.00' 46'04'49" 116.11' C19 116.40' 273.00' 24'25'47" 59.10' C20 198.95' 816.00' 13'58'09" 99.97' C211 56.36' 50.00' 64'34'42" 31.60' C22 50.72' 70.00' 41'30'39" 26.53' C23 75.38' 287.00' 15'02'5B" 37.91' C24 30.56' 25.00' 70*01'44" 17.51' C25 54.56' 25.50' 122*34'55" 46.56' C26 105.22' 87.00' 69'17'46" 60.12' C27 45.27' 98.00' 26'28'10" 23.05' C28 49.36' 30.00' 94'15'45" 32.32' C29 67.17' 270.00' 14'15'11" 33.76' C30 58.93' 287.00' 11'45'52" 29.57' C31 444.81' 259.00' 98'24'05" 300.06' C32 29.91' 20.00' 85'40'34" 18.54' C33 32.73' 20.00' 93'45'50" 21.36' C34 96.20' 487.00' 11'19'04" 48.26' C35 31.18' 20.00' 89'20'11" 19.77' C36 12.54' 10.00' 71*51'05" 7.25' C37 62.33' 802.00' 4'27'11" 31.18' C38 202.36' 830.00' 13'58'09" 101.68' C39 30.09' 25.00' 68'58'14" 17.17' C40 200.73' 375.66' 30'36'56" 102.82' C41 126.91' 287.00' 25'20'07" 64.51' C42 78.68' 287.00' 15'42'30" 39.59' C43 31.78' 112.00' 16'15'37" 16.00' C44 24.97' 88.00' 16'15'37" 12.57' C45 68.16' 242.00' 16'08'17" 34.31' C46 159.56' 324.00' 28'13'02" 81.43' C47 145.77' 296.00' 28*13'02" 74.40' C48 125.30' 578.00' 12'25'16" 62.90' C49 131.37' 606.00' 12'25'16" 65.95' C50 43.31' 626.00' 3'57'49" 21.66' C51 299.11' 598.00' 28'39'29" 152.75' C52 258.03' 626.00' 23'37'00" 130.87' C53 64.51' 150.00' 24'38'29" 32.76' C54 253.58' 350.00' 41'30'43" 132.64' C55 161.81' 162.00' 57'13'44" 88.38' C56 53.41' 63.00' 48'34'14" 28.43' C57 148.83' 149.00' 57'13'44" 81.29' C58 61.44' 50.00' 70'24'09" 35.27' C59 9.34' 626.00' 0*51'19" 4.67' C60 128.34' 592.00' 12'25'16" 64.42' C61 152.67' 310.00' 28'13'02" 77.92' C62 306.11' 612.00' 28'39'29" 156.33' C63 28.18' 25.00' 64'34'42" 15.80' C64 61.76' 110.00' 32'10'12" 31.72' C65 76.05' 270.00' 16'08'17" 38.28' C66 538.98' 273.00' i13'07'O5" 413.38' C67 72.14' 612.00' 6'45'13" 36.11' C68 9.36' 63.00' 8'30'54" 4.69' C69 195.53' 802.00' 13'58'09" 98.25' C70 39.40' 273.00' 8'16'10" 19.74' C711 221.82' 287.00' 44*17'02" 116.78' C721 180.56' 456.21' 22'40'37" 91.48' LINE BEARING DISTANCE L1 S85'42'08"W 5.50' L2 NO3'27'25"W 16.59' L3 N62'06'48"E 10.62' L4 N07'32'04"W 86.47' L51 N63'55'14"E 27.42' L6 N38'13'41"E 18.97' L7 N43'34'28"W 20.69' L8 SO4'49'09"E 10.00' L9 N04'49'09"W 10.00' LIOI N20'36'09"E 19.10' L11 N15'53'05"E 31.88' L12 NO3'27'25"W 16.59" L13 NO3*27'25"Wi 16.59' L14 N07'32'04"W 20.03' AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING SEE SHEET 8 14 to I } Lo N89'52' 06"E (R) I u C-) LO 1 N84'01'54"E 194.78' J 14 �8 14' I 1 Al \ C, \ N85_54_05_W (q) o a Lo 15 \ d _ a c' N66'06' SB"E (R) C68 I N84-of-54"E I S85'42'00"W(R) 210.45' •�5 % / \ C s cse\ - - \9 I \ NBS'46' 07"E r16 Ni7'32' 03"E (R) PRC ) S79 '48' 05"W _§7 1486'29'24"E 0 247.29' I tO tn o I n p N I 17 I r- s I° O Ln to n I m N87'05' 10"E (R) I �' N89'34' 16'W ^ \ n 235.34' rn LOT "B" N GOLF COURSE 1 o N88'37'58"W (R) PCC 26.90 AC v ----- I m N82'27' 10 (q) "W I C-)I cn N88'07' 35'W (R) - - - _ I N89'34' 16"W 222.00' I v Cl / -_ N77•i7, 1 / 2pZQ 19 / �o'u 4jcQ&L A- Q2JQy� 14, / 2g1Iq l Q" ti `O Zo LOT LINE ADJUSTMENT NO. LLA ~� / / N90 'I 07-475 RECORDED JUNE 29, AS INST. 7 2007-0429288, FORMERLY KNOWN NO.31681S LOTS13 MNB.2420/1-15.0 OF / 20 Q, / ^' co ` ros tes 25, / atih �� m / `' '/ 1 ,a 56 6 E lR1 PRC A I I LOT "AA" OPEN SPACE 4.65 AC J � cn vl U I I Q� IcnI I cu/ v� N89'48'30"W 108.81' TALu U- - AI1 w 93C mcwr�Q� N89'48'30"W 121.97, N90-00-00"E 122.�� 13 44' '00'00"W l31.56� Cb XN Ci -40 LOT `B" -- /`� / �Q=�// ``� � z• \\ `\ GOLF COURSE `\ \ 26.90 AC21 41 2 / 41, C7 � 0 CIS `Ni151_30=W(R)PCC �� -------�- 1 N1i'17'54"W (R) PRC Q I-N05'37' 23"W (R) N00'Oi' 10"E ` I - \ / O �v' \ C3 cis SEE SHEET 9 ►A _ GRAPHIC SCALE 1"=50' 0 50 100 150 r; SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES m m LO cn 1v 3ro E N15.51, --587'2L559_E (R) 166 SEE SHEET 6 'LQ 31' N90'00'00"E / N89.32 - 49"E (R) / v U 0 195cn a WELL SITE CD 0.50 AC m N �N c3` 9� m 0 of rn 0 3C 00, w cr cn 0 Z Q Q O " N - C J LC7 ci 12.28, i r G21 \ J to. 20' / Q 0 � 1 •,3 j9 W �Rl \ ') N7AIB� I � I I I I � I N °N �I �LOT "C" I J J JII OPEN SPACE 6.54 AC cn I" JI I � J > W En l I 142�8'14- I S85'i0'5 =- 83.13' v c 0 �j v C6 v N 55.00' I 0 0 0 En m v ui N cn Mai FOUND 2x2 W/Tag ON O X CO. SURV. BRASS TAG W/ 2' SWING TIES ACCEPTED AS E 1/4 CDR SEC. 27 PER PMB 179/78-79 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 8 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING 1325.57' N89'34'20"W - 293.92' 804.20' N � LOT "AA" OPEN SPACE _ 4.65 AC Z U ' N24 65.844644 w (R) I aI N84 14'25"W 56.28 N80 '55 ' 53"W 5775 �31' C60 33.80' 6 1 01 cl 33 "E C1 N L_ aI N (R)PRC 0059 g09_24=E . V------------ _ cnm - - 64.05'� -. C6 _ curl_ - - C63 C64 N82'37'52"E 13' _ C50JEREZ ¢ _ _ C49 � ' `- i I LOT " S" 5 v 53C54 b PRIVA ESTREET Cei ate\ ceo C27 - - - C28 C29 o�v CSS� cn co Q1 �, �� 56 C23 C24 - - - - - - - 7' _C30 " \ 00 C57 I / - - - - /`LSO w C21'iFFh/l of / cn V CI LO cn CD Lo / 01 6SS6 os 12� / v 4 :��`' 5 a ti"' 6 �0mp �`� �° 8 a �p / CURVE ARC RADIUS DELTA TANGENT C1 78.38' 350.00' 12`49'50" 39.35' C2 27.50' 350.00' 4`30'08" 13.76' C3 30.17' 500.00' 3`27'26" 15.09' C4 36.22' 320.00' 6`29'08" 18.13' C51 25.57' 320.00' 4`34'41" 12.79' C6 24.00' 71.00' 19`21'52" 12.11' C7 55.48' 71.00' 44`46'15" 29.24' C8 42.54' 71.00' 34`19'51" 21.93' C9 34.45' 430.00' 4`35'25" 17.23' C101 24.18' 430.00' 3`13'20" 12.09' C11 67.09' 166.00' 23`09'22" 34.01' C12 64.16' 166.00' 22`08'47" 32.49' C13 14.36' 967.00' 0`51'02" 7.18' C14 76.31' 967.00' 4`31'17" 38.18' C15 13.89' 967.00' 0`49'23" 6.94' C161 32.57' 30.00' 62`11'41" 18.10' C17 75.84' 50.00' 86`54'41" 47.37' C18 36.90' 40.00' 52`50'56" 19.88' C19 36.06' 40.00' 51`39'21" 19.36' C20 16.03' 40.00' 22`57'25" 8.12' C21 63.95' 99.00' 37`00'37" 33.13' C22 70.72 368.00' 11`00'36" 35.47' C23 29.12' 63.00' 26`29'07" 14.83' C24 64.20' 386.00' 9`31'48" 32.18' C25 10.08' 100.00' 5`46'33" 5.04' C26 11.94' 633.00' 1'04'51" 5.97' C27 88.89' 633.00' 8`02'45" 44.52' C28 21.22' 633.00' 1`55'13" 10.61' C29 61.30' 610.00' 5`45'29" 30.68' C30 48.25' 610.00' 4`31'55" 24.14' C311 96.64' 272.00' 20`21'21" 48.83' C32 33.65' 628.00' 3`04'13" 16.83' C33 116.98' 224.00' 29`55'18" 59.86' C34 25.57' 224.00' 6`32'29" 12.80' C35 107.75' 340.00' 18`09'25" 54.33' C36 76.68' 340.00' 12`55'19" 38.50' C37 24.91' 340.00' 4`11'54" 12.46' C38 11.77' 626.00' 1`04'40" 5.89' C39 28.53' 25.00' 65`22'28" 16.04' C40 53.40' 63.00' 48`34'02" 28.42' C41 80.70' 162.00' 28`32'31" 41.21' C42 148.83' 149.00' 57`13'44" 81.29' C43 61.44' 50.00' 70`24'13" 35.27' C44 306.11' 612.00' 28`39'29" 156.33' C45 217.96' 354.00' 35`16'38" 112.56' C46 151.46' 238.00' 36`27'47" 78.40' C47 32.90' 614.00' 3`04'13" 16.46' C48 133.17' 286.00' 26`40'44" 67.82' C49 112.07' 624.00' 10`17'24" 56.18' C50 124.74' 647.00' 11`02'49" 62.57' C51 8.67' 86.00' 5`46'33" 4.34' C52 26.02' 372.00' 4`00'27" 13.01' C53 54.75' 163.00' 19`14'47" 27.64' C54 34.19' 372.00' 5`15'59" 17.11' C55 35.19' 76.00' 26`31'38" 17.91' C56 70.06' 355.00' 11`18'28" 35.15' C57 55.55' 86.00' 37`00'37" 28.78' C58 73.86' 27.00' 156`44'13" 131.17' C59 36.95' 137.00' 15`27'08" 18.59' C60 20.44' 40.00' 29`16'30" 10.45' C61 40.45' 150.00' 15`27'08" 20.35' C62 77.04' 150.00' 29`25'41" 39.39' C63 132.04' 661.00' 11`26'42" 66.24' C64 114.58' 638.00' 10`17'24" 57.45' C65 139.69' 300.00' 26`40'44" 71.14' C66 32.15' 600.00' 3`04'13" 16.08' C67 160.37' 252.00' 36`27'47" 83.01' C68 226.58' 368.00' 35`16'38" 117.01' C69 299.11' 598.00' 28`39'29" 152.75' C70 104.56' 967.00' 6`11'42" 52.33' C71 131.25' 166.00' 45`18'09" 69.27' C72 58.63' 430.00' 7`48'45" 29.36' C73 122.02' 71.00' 98`27'58" 82.35' C74 61.79' 320.00' 11`03'49" 30.99' C75 253.58' 350.00' 41`30'43" 132.64' C76 161.81' 162.00' 57`13'44" 88.38' C77 209.34' 340.00' 35`16'38" 108.11' C78 142.55' 224.00' 36`27'47" 73.78' C79 126.65' 272.00' 26`40'44" 64.50' C80 109.55' 610.00' 10`17'24" 54.92' C81 122.04' 633.00' 11`02'49" 61.21' C82 109.42' 40.00' 156`44'13" 194.32' C83 41.31' 612.00' 3`52'03" 20.66' C84 13.92' 162.00' 4`55'25" 6.96' C85 258.03' 626.00' 23`37'00" 130.87' C86 182.50' 975.00' 10`43'29" 91.52' C87 56.11' 43.22' 74`22'37" 32.79' C88 54.10' 81.03' 38`15'01" 28.10' C89 46.54' 30.00' 88`52'47" 29.42' C90 24.22' 1500.00' 0`55'30" 12.11' C91 192.66' 612.00' 18`02'13" 97.13' C92 30.02'l 272.00' 6`19'23" 15.02' C71 LOT " B " GOLF COURSE 26.90 AC LINE BEARING DISTANCE L1 N85°30'14"W 33.80' L2 N70'03'05"W 55.52' L3 N76°15'45"W 5.50' L4 S00°30'13"W 27.24' L51 N36°20'06"E 8.52' L6 S36°20'06"W 10.27' L7 S12*29'52"W 55.56' L8 N01°19'15"E 28.55' L9 S00°23'45"W 12.56' Li0 N45°23'45"E 25.46' Lill S89°36'15"E 5.62' L12 N89°36'15"W 23.62' L13 S00°12'30"W 4.48' L14 S89°36'15"E 13.84' Li5 N89°36'15"W 13.95' / 87 37' 87.37' 87 37 339.04 N87 32 47 E LOT " B " GOLF COURSE 26.90 AC tim 9 0 w oI h/ 62.80' C10 C9 C72 CB I GRAPHIC SCALE 1"=50' 0 50 100 150 13.80' 1325.57' S89'34'20"E 804.20' _ - - - - - - 158_65' / Z'12 -----------m v wcn CZ) v 20.00' ACCESS EASEMENT ca o I J o TO THE CITY OF LA QUINTA I FOR INGRESS AND EGRESS cm z OF SERVICE AND EMERGENCY 20 00. ACCESS EASEMENT c) I VEHICLES. FOR INGRESS AND EGRESS \ �� I I cn EMERGENCY y in \ OEHICLEICE AND \ 194 �I � _ J \9;S\�9p I\ I WELL SITE a '09c 0.58 AC C30dr- /7 �20. Inn \ Cqe \ Cx g� �� C�8 �3�20• \�(� ;O ^� / r" in U U I m to I 10, to �- N Lu �'-� Q � cn Lj 4 l� I / If N76'15' 48"W (R) i LOT "AA" OPEN SPACE 4.65 AC I 1 1 I cn I I.I 01 IV U 14' 14' I 1 8 iI 1� EET 7 0 3 U 55.00' Q U = Q O J 00, W W cc cn v H J m a 3 Co cn 0 0 En v CURVE ARC RADIUS DELTA TANGENT Cl 29.48' 30.00' 56°18'24" 16.05' C2 145.25' 4405.00' 1°53'21" 72.63' C3 23.15' 4405.00' 0°18'04" 11.58' C4 0.87' 300.00' 0°09'58" 0.44' C51 44.17' 300.00' 8°26'11" 22.13' C6 0.16' 10.00' 0°55'30" 0.08' C7 15.33' 10.00' 87°51'30" 9.63' CB 68.95' 608.00' 6°29'50" 34.51' C9 54.95' 220.00' 14°18'42" 27.62' C10 52.38' 510.00' 5°53'05" 26.2i' Cill 52.45' 210.00' 14°18'42" 26.36' C12 51.36' 500.00' 5°53'05" 25.70' C13 27.40' 474.00' 3°18'45" 13.71' C14 56.16' 2720.00' 1*10'59" 2B.08' C15 45.47' 894.00' 2°54'51" 22.74' C16 394.30' 3119.00' 7°14'36" 197.41' C171 23.42' 287.00' 4°40'33" 11.72' C1B 66.72' 287.00' 13°19'10" 33.51' C19 72.75' 287.00' 14°31'28" 36.57' C20 30.60' 100.00' 17°31'54" 15.42' C21 68.14' 63.00' 61°58'31" 37.84' C22 67.07' 100.00' 38°25'29" 34.85' C23 3.95' 63.00' 3°35'26" 1.97' C24 57.37' 117.00' 28°05'35" 29.27' C25 0.22' 100.00' 0°07'41" 0.11' C26 157.39' 264.00' 34°09'30" 81.11' C27 31.30' 20.00' 89°40'45" 19.89' C2Bj 135.62' 292.00' 26°36'43" 69.06' C29 32.69' 1454.00' 1*17'17" 16.34' C30 30.97' 20.00' 88°43'02" 19.56' C31 23.90' 15.00' 91°16'53" 15.34' C32 173.86' 2694.00' 3°41'51" 86.96' C33 45.80' 2694.00' 0°58'27" 22.90' C341 42.45' 30.00' 81'04'39" 25.66' C35 5B.93' 287.00' 11°45'52" 29.57' C36 72.76' 200.00' 20°50'41" 36.79' C37 33.93' 618.00' 3°08'45" 16.97' C38 76.40' 210.00' 20°50'41" 3B.63' C39 105.29' 491.00' 12°17'10" 52.85' C401 366.94' 1440.00' 14°36'00" 184.47' C41 63.77' 40.00' 91*20'28" 40.95' C42 34.10' 894.00' 2°11'07" 17.05' C43 11.37' 894.00' 0°43'44" 5.69' C44 45.04' 300.00' 8°36'09" 22.56' C45 55.66' 3119.00' 1°01'21" 27.83' C461 56.79' 3119.00' 1*02'35" 2B.39' C47 77.89' 3119.00' 1°25'51" 3B.94' C48 78.46' 3119.00' 1°26'28" 39.23' C49 79.10' 3119.00' 1°27'11" 39.55' C50 46.41' 3119.00' 0°51'09" 23.20' C51 314.60' 278.00' 64°50'23" 176.56' C521 157.30- 2707.00' 3°19'46" 78.67' C53 236.94' 2707.00' 5°00'54" 118.54' C54 12.54' 10.00' 71°51'05" 7.25' C55 31.18' 20.00' 89°20'11" 19.77' C56 47.96' 487.00' 5°38'33" 24.00' C57 96.20' 487.00' 11°19'04" 48.26' C5Bj 4B.24' 487.00' 5°40'31" 24.14' C59 76.31' 461.00' 9°29'04" 3B.24' C60 20.61' 461.00' 2°33'40" 10.31' C61 72.25' 2720.00' 1°31'19" 36.13' C62 77.98' 2720.00' 1°38'34" 39.00' C63 77.39' 2720.00' 1°37'48" 38.70' C641 56.41' 2720.00' 1°11'18" 2B.21' C65 55.94' 2720.00' 1°10'42" 27.97' C66 12B.06' 2694.00' 2°43'25" 64.04' C67 207.97' 2694.00' 4°25'23" 104.04' C68 396.13' 2720.00' 8°20'40" 198.42' C69 96.92' 461.00' 12°02'44" 48.64' C701 32.73' 20.00' 93°45'50" 21.36' C71 29.91' 20.00' 85°40'35" 1B.54' C72 37.98' 20.00' 108°47'30" 27.93' C73 27.47' 20.00' 78°42'26" 16.40' C74 266.40' 1454.00' 10°29'52" 133.58' C75 30.97' 20.00' 88°43'02" 19.56' C76 23.54' 15.00' 89°54'59" 14.98' C77 363.37' 1426.00' 14°36'00" 182.68' C78 109.72' 474.00' 13°15'44" 55.10' C79 394.24' 2707.00' 8°20'40" 197.47' C80 160.02' 278.00' 32°58'52" 82.30' C811 62.59' 278.00' 12°53'56" 31.43' C82 64.61' 1440.00' 2*34'15" 32.31' C83 302.33' 1440.00' 12°01'45" 151.72' C84 39.40' 273.00' 8°16'10" 19.74' C85 97.89' 100.00' 56°05'04" 53.27' C86 65.81' 117.00' 32°13'40" 33.80' C871 72.09' 63.00' 65°33'57" 40.57' C88 0.49' 487.00' 0°03'29" 0.25' C89 298.76' 264.00' 64°50'23" 167.67' C90 120.45' 292.00' 23°38'02" 61.09' C91 82.31' 474.00' 9°56'59" 41.26' C92 61.76' 4405.00' 0°48'11" 30.88' C931 60.34' 4405.00' 0°47'06" 30.17' C94 8.44' 117.00' 4°08'05" 4.22' C95 41.65' 1426.00' 1°40'26" 20.83' C96 80.25' 1426.00' 3°13'27" 40.13' C97 82.44' 1426.00' 3°18'45" 41.23' C9B 71.05' 1426.00' 2°51'16" 35.53' C991 87.98' 1426.00' 3°32'07" 44.01' C100 31.08' 264.00' 6°44'42" 15.56' C101 110.29' 264.00' 23°56'11" 55.96' C102 221.82' 287.00' 44°17'02" 116.78' C103 538.98' 273.00' 113°07'05" 413.38' C104 219.56' 273.00' 46°04'49" 116.11' C1051 444.81' 259.00' 98°24'05" 300.06' IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 9 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. If 2007-0429288, FORMERLY NNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING 23 24 rnl i v m I �- O o 'IJ z I DETAIL NOT TO SCALE ti � � o I � I �17 IGo I °° I 013 N I I I U ?L I m I � I 10 I ZI I - - I I I I c23 I I �O9 30 I I I ,_ N18 35 27' I I C94 I I � �32 wrf IIcn I I I I I �1_56'26•E(Rj I I --- I I I I� I I I I I I S21 •08_15"EfR) I IU I I -*20. �S0. I co `� I I I 28 i i 0� NOTE: OLD LOTS 29 AND 30 DELETED PER AMENDMENT NO. 2 v RC I '� U i 0) a cn I J I IZ I� Q I" I I Lu I ca I C � II I ^o I �Q U U 1 1 /a/ o /!u/ /N S4 S C� � \6• 0 \ `� F\ q4 \ � MFRT� 4 y 0 \ GRAPHIC SCALE 1"=50' 0 50 100 150 sFFsyF�, LINE BEARING DISTANCE L1 N07°32'04"W 86.47' L2 N71°06'53"E 64.63' L3 N14°32'44"W 62.54' L41 N76°55'27"E 26.01' L5 N10°32'27"W 26.00' L6 S17°27'20"W 71.69' L7 S14°32'44"E 0.43' LB N14°32'44"W 1.09, L9 N05°37'23"W 16.11' LIOI N17°27'20"E 62.44' Lill S17°27'20"W 71.69' LOT " H " OPEN SPACE 1.33 AC REMAINDER SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES CURVE ARC RADIUS DELTA TANGENT Cl 65.89' 1417.00' 2'39'51" 32.95' C2 65.46' 1417.00' 2'38'49" 32.73' C3 65.17' 1417.00' 2'38'06" 32.59' C4 65.03' 1417.00' 2'37'46" 32.52' C5 36.64' 1417.00' 1'28'54" 18.32' C6 3.65' 1062.00' 0'11'49" 1.83' C7 65.02' 1062.00' 3'30'28" 32.52' C8 82.10' 1062.00' 4.25'46" 41.07' C91 74.38' 292.00' 14.35'39" 37.39' C10 42.12' 206.00' 11'42'49" 21.13' C11 33.26' 206.00' 9'15'04" 16.67' C12 68.87' 446.00' 8'50'52" 34.50' C13 85.66' 446.00' 11'00'16" 42.96' C14 55.94' 1597.00' 2'00'25" 27.97' C15 5.05' 1597.00' 0'10'53" 2.53' C16 15.77' 324.00' 2'47'20" 7.89' C17 52.62' 504.00' 5'58'57" 26.34' C18 23.93' 1417.00' 0'58'03" 11.97' C19 57.92' 266.00' 12*28'35" 29.08' C20 51.60' 266.00' 11'06'49" 25.88' C21 29.56' 100.00' 16'56'17" 14.89' C22 27.50' 100.00' 15'45'14" 13.84' C23 33.94' 882.00' 2'12'17" 16.97' C24 64.49' 882.00' 4.11'21" 32.26' C25 40.83' 1597.00' 1'27'53" 20.42' C26 65.02' 1597.00' 2'19'5B" 32.52' C27 65.14' 1597.00' 2'20'13" 32.57' C28 65.36' 1597.00' 2'20'42" 32.68' C29 65.70' 1597.00' 2'21'25" 32.85' C30 24.52' 20.00' 70'14'54" 14.07' C31 256.17' 456.00' 32'11'14" 131.56' C32 212.62' 504.00' 24°10'1B" 107.92' C33 65.89' 51B.00' 7.17'16" 32.99' C34 136.69' 324.00' 24°10'1B" 69.38' C35 152.64' 51B.00' 16*53'02" 76.8B' C361 97.40' 196.00' 28'28'19" 49.73' C37 62.59' 27B.00' 12'53'56" 31.43' C38 160.02' 27B.00' 32'58'52" 82.30' C39 91.99' 278.00' 18*57'36" 46.42' C40 152.76' 1076.00' 8'08'03" 76.51' C41 35.89' 1403.00' 1'27'57" 17.95' C42 2B3.05' 1403.00' 11'33'33" 142.01' C43 121.17' 1148.18' 6'02'48" 60.64' C44 160.20' 1330.82' 6'53'49" 80.20' C45 272.22' 947.00' 16'28'11" 137.05' C46 218.53' 51B.00' 24.10'1B" 110.92' C47 48.40' 30.00' 92'26'30" 31.31' C48 42.37' 37.00' 65'36'48" 23.85' C49 169.38' 903.00' 10'44'49" 84.94' C50 67.42' 315.00' 12'15'49" 33.84' C51 83.31' 130.00' 36'43'09" 43.14' C52 40.13' 119.00' 19'19'25" 20.26' C53 88.86' 1184.00' 4.18'00" 44.45' C54 117.09' 4296.00' 1'33'42" 58.55' C55 83.37' 190.00' 25'08'27" 42.37' C56 120.35' 1135.18' 6'04'27" 60.23' C57 30.93' 20.00' 8B'36'49" 19.52' C58 31.90' 20.00' 91'23'26" 20.49' C59 2.04' 1389.00' 0'05'03" 1.02' C60 154.75' 1090.00' 8'08'03" 77.50' C61 157.39' 264.00' 34.09'30" 81.11' C62 120.45' 292.00' 23'38'02" 61.09' C63 31.89' 20.00' 91'22'19" 20.48' C64 30.93' 20.00' 88'36'49" 19.52' C65 B1.44' 1343.82' 3'28'20" 40.73' C66 246.74' 1389.00' 10'10'41" 123.70' C67 35.85' 532.00' 3'51'38" 17.93' C68 30.22' 20.00' 86'34'16" 18.84' C69 23.54' 15.00' 89'54'57" 14.98' C70 123.66' 934.00' 7"35'09" 61.92' C71 275.95' 960.00' 16*28'11" 138.94' C721 158.86' 1317.82' 6'54'25" 79.53' C73 122.00' 1161.18' 6'01'10" 61.05' C74 322.12' 1417.00' 13*01'29" 161.76' C75 15.06' 1343.82' 0'38'32" 7.53' C76 98.43' 882.00' 6'23'38" 49.26' C771 363.04' 1597.00' 13'01'29" 1B2.31' C78 57.06' 100.00' 32'41'31" 29.33' C79 166.78' 266.00' 35'55'30" 86.24' C80 150.77' 1062.00' 8'08'03" 75.51' C81 318.94' 1403.00' 13'01'29" 160.16' C82 153.34' 947.00' 9'16'40" 76.84' CB3 113.08' 1330.82' 4.52'06" 56.57' C84 47.12' 1330.82' 2'01'43" 23.56' CB5 75.38' 206.00' 20'57'53" 38.11' CB6 314.60' 278.00' 64.50'23" 176.56' C87 74.38' 292.00' 14.35'39" 37.39' CBS 10.01' 1161.18' 0'29'37" 5.00' CB9 65.01' 1161.18' 3°12'2B" 32.51' C90 46.98' 1161.18' 2'19'05" 23.49' C91 18.10' 1317.82' 0'47'12" 9.05' C92 65.03' 1317.82' 2'49'38" 32.52' C93 72.15' 1317.82' 3'08'14" 36.08' C94 3.58' 1317.82' 0'09'21" 1.79' C95 16.55' 960.00' 0'59'17" 8.28' C96 65.26' 960.00' 3'53'40" 32.64' C97 65.02' 960.00' 3'52'51" 32.52' C98 45.49' 190.00' 13'43'07" 22.86' C99 37.8B'l 190.00' 11*25'20" 19.00' C100 27.33' 4296.00' 0'21'53" 13.66' C101 65.03' 4296.00' 0'52'02" 32.51' C102 24.73' 4296.00' 0'19'47" 12.37' C103 40.30' 1184.00' 1'57'00" 20.15' C104 48.56' 1184.00' 2'21'00" 24.29' C105 16.46'1 119.00' 7.55'41" 8.25' C106 23.67' 119.00' 11'23'44" 11.87' C107 42.93' 130.00' 18*55'12" 21.66' C108 40.38' 130.00' 17.47'57" 20.36' C109 26.05' 315.00' 4.44'20" 13.03' C110 41.37' 315.00' 7.31'29" 20.71' C111 24.19' 903.00' 1-32-05" 12.10' C112 65.03' 903.00' 4-07-34" 32.53' LINE BEARING DISTANCE L1 S45'16'09"E 24.71' L2 S32'14'40"E 35.26' L3 N50'27'59"E 65.82' L4 N39'31'48"W 26.00' L5 N57'58'04"E 26.00' L6 N46'12'20"E 72.14' L7 N43'49'05"W 26.00' L8 N45'16'09"W 24.71' L9 N32'14'40"W 35.26' L101 NO2'26'44"W 80.86' L11 S32'14'40"E 35.26' L12 N32'14'40"W 35.26' L13 N45.16'09"W 24.71' L14 S45'16'09"E 24.71' L15 N47'48'34"E 26.02' L161 N39'44'56"W 23.74' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 10 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING SEE SvEE-f 11 I:l:IMAI_1IZ191:1M w s \ N N50'2g' p4"E la1 � I N51'46' 23"E (R) � I 30' WATER PIPELINE AND APPURTENANT FACILITIES I I EASEMENT TO UNITED STATES OF AMERICA, RECORDED APRIL 21, 2005, INSTRUMENT NO. 2005-0313110 OF O.R. to 172.44' ' N50'p4' 5 - II -0�� N 12i6E(Rl .26 I 37 cr)I I " II n c�( rn p•0� a55172 U vl wlII N N53'05-07"E(R) �I II co rn---- �JI I�1o1111�13'1i3* \ 3E i I I zl ZIIIII 26 O1 I o iro Il I I of III I� N50' II I i�l II I I N56'58' 47"E (R) (R) I 35 �3b.00'"I m �'• r co"cn 189.61 L_o I N5p.p4 i4 28 i4 1 I w 0 L- I N w tam 34 I S51'03'52_ OI �_ 1 o I J m % 26.00 � E I I "' N5o'p4,0,2 la1 a I I S51_05 U II I I f C9 50.55' 41"W (R) -- \ I \ I I mLo cn "' 1 I Z Lc) 1� 1 1 i5 53 E lRl J `° N49� N53'23' 27"E (R), N54'55' 32'E (R) PCC - - ---` N62'27' 01 "E (R) S67-iiL2i"W lR1 PRC / -_- S49 23 2� Sap 2a i2^W la1 PR� N50'04 5i"E Nq1 5i �6"/lNj / / Nqg • 4131 E lR1 PRC < S41 26 37� LOT " B " GOLF COURSE 26.90 AC \ \' sf\\11 \ n n g47 27 � '2g%7"EtP�pR� \ y \\Lo o \ 32 N'S� N _ Q \c-, \\ 4'S7 9 w tRl N 8 48 34"E N45 9 r 4 S � c n N\ �\ 5 i4 S> I n a WIAIpP/ o s a C� C� 0 � 3 � \ n \rn n\ \ s Eta \ \ \\ \ 31 NAro ?6� Rl \\ o n co \ •29' 42"E(Rl i80 234"E o C6 \ \ \ v \ \ m \6� N41cp .48 \ \ \�► \\ i9"E(R1PC� 40"E�Ri �\ \ \\ \� \\ nc' \ 30 N47 03,cp \ \ \ o \\ Q m \ N58'28' 39"E (R) L 1 p0. i3' 13 11 N49.42' 40"E lal i7 48 34"E N48 26- � C' °' \ o o \ 1co1 N50 1i, 47"E lRl m _ I I N 29 N72 1i 46 EtRIpC 0 II m 3-IP4 \II \ C° \ N50�15' U4"E (Rl Ga U rn \ -_ II 1 I \ 0 N j 4934"E rn I Irn S\ S � 30' WATER PIPELINE AND \ S S APPURTENANT FACILITIES �18• EASEMENT TO UNITED STATES \ <y'69 OF AMERICA, RECORDED APRIL 21, 2005, INSTRUMENT NO. 2005-0313110 OF O.R. N38.16' 15"E (R) PRC l T 1 N71'28'51"W(R)PRC / \ l eat 40 IV �� \ 1 � G.''~ ° \ems• � �6 10( GRAPHIC SCALE CURVE ARC RADIUS DELTA TANGENT Cl 55.63' 256.00' 12'27'05" 27.93' C2 33.85' 256.00' 7'34'36" 16.95' C3 30.04' 1764.00' 0'58'33" 15.02' C4 55.14' 1764.00' 1-47-28-- 27.57' C5 55.05' 1764.00- 1*47'16" 27.52' C6 66.02' 1764.00' 2'08'40" 33.01' C7 47.98' 1764.00' 1*33'30" 23.99' C8 35.67' 504.00' 4*03'17" 17.84' C9 60.68' 504.00' 6'53'54" 30.38' C10 63.65' 504.00' 7*14'10" 31.87' Cill 54.00' 324.00' 9'32'56" 27.06' C12 59.25' 324.00' 10'28'40" 29.71' C13 7.67' 324.00' 1*21'22" 3.83' C14 12.35' 1944.00' 0*21'50" 6.18' C15 54.11' 1944.00' 1*35'42" 27.06' C16 54.85' 1944.00' 1*37'00" 27.43' C171 55.04' 1944.00- 1*37'20" 27.52' C18 55.12' 1944.00' 1*37'28" 27.56' C19 48.70' 1944.00' 1*26'07" 24.35' C20 35.45' 1000.00' 2*01'52" 17.73' C21 30.42' 1000.00' 1*44'34" 15.21' C22 30.82' 1295.00' 1*21'48" 15.41' C231 41.20' 25.00' 94'25'09" 27.01' C24 17.68' 25.00' 40*31'05" 9.23' C25 29.00' 62.00' 26*48'13" 14.77' C26 24.86' 100.00' 14'14'28" 12.49' C27 1.91' 9190.00' 0'00'43" 0.96' C28 55.63' 9190.00' 0'20'49" 27.81' C291 27.64' 9190.00' 0*10'20" 13.82' C30 28.08' 1537.00' 1*02'48" 14.04' C31 56.04' 1537.00' 2'05'21" 28.03' C32 10.82' 1269.00' 0*29'19" 5.41' C33 56.25' 1269.00' 2'32'23" 28.13' C34 55.78' 1269.00' 2*31'06" 27.89' C35 55.42' 1269.00' 2"30'08" 27.72' C36 28.80' 20.00' 82*31'02" 17.54' C37 72.37' 106.00' 39'06'58" 37.66' C38 155.27' 4186.00' 2'07'31" 77.64' C39 167.69' 464.00' 20-42-25" 84.77' C40 85.18' 9190.00' 0*31'52" 42.59' C41 182.57' 1537.00' 6'48'20" 91.39' C42 89.80' 476.00' 10'48'32" 45.03' C43 40.28' 179.00' 12'53'35" 20.22' C44 50.95' 149.00' 19'35'33" 25.73' C45 66.98' 190.00' 20'11'52" 33.84' C46 24.50' 15.00- 93'34'41" 15.97- C47 30.22' 20.00' 86'34'27" 18.84' C48 124.95' 532.00' 13'27'23" 62.76' C49 87.87' 934.00' 5'23'25" 43.97' C50 148.62' 1736.00' 4*54'19" 74.36' C511 31.79' 20.00' 91*04'02" 20.38' C52 31.10' 20.00' 89'06'03" 19.69' C53 118.11' 2212.00' 3'03'33" 59.07' C54 213.55' 2238.00' 5'28'02" 106.86' C55 31.81' 20.00' 91*08'12" 20.40' C56 32.33' 20.00' 92*37'31" 20.94' C57 34.80' 1736.00' 1'08'54" 17.40' C58 26.33' 2212.00' 0'40'55" 13.16' C59 181.92' 1295.00' 8'02'56" 91.11' C60 212.74' 1295.00' 9'24'45" 106.61" C61 15l.02' 284.00' 30-28-05" 77.34' C62 136.13- 256.00' 30'28'05" 69.72' C63 254.23' 1764.00' 8'15'27" 127.33' C64 65.10' 903.00' 4'07'49" 32.56' C65 178.27' 1269.00' 8'02'56" 89.28' C66 212.62' 504.00' 24'10'18" 107.92' C67 42.04' 30.00' 80'17'53" 25.31' C681 280.17' 1944.00- 8'15'27" 140.33' C69 136.69' 324.00' 24'10'18" 69.38' C70 169.38' 903.00' 10'44'49" 84.94' C71 152.64' 518.00' 16'53'02" 76.88' C72 65.89' 518.00' 7'17'16" 32.99' C73 118.87' 947.00' 7'11'32" 59.51' C74 153.34' 947.00' 9'16'40" 76.84' C75 183.46' 1750.00' 6'00'23" 91.81' C76 68.75' 1750.00' 2'15'04" 34.38' C77 143.58' 270.00' 30'28'05" 73.53' C78 180.10' 1282.00' 8-02-56" 90.20' C79 212.31' 2225.00' 5'28'02" 106.24' C80 252.21' 1750.00' 8'15'27" 126.32' C81 218.53' 518.00' 24'10'18" 110.92' C82 46.65' 256.00' 10'26'24" 23.39' C83 272.22' 947.00' 16'28'11" 137.05' C84 275.95' 960.00' 16'28'11" 138.94' C851 65.87' 1000.00' 3'46'26" 32.95' C86 178.39' 221.00' 46'14'58" 94.38' C87 2.27' 248.00' 0*31'25" 1.13' C88 38.30' 35.00' 62*41'44" 21.32' C89 42.44' 50.00' 48'37'37" 22.59' C90 84.43' 125.00' 38*41'57" 43.90' C911 5.85' 77.00' 4-21'16" 2.93' C92 29.03' 20.00' 83'09'42" 17.74' C93 61.02' 2225.00' 1*34'17" 30.51' C94 15l.29' 2225.00' 3*53'45" 75.68' C95 65.09' 960.00' 3'53'06" 32.56' C96 64.03' 960.00' 3*49'17" 32.03' C971 21.66 2238.00' 0*33'17" 10.83' C98 65.96' 2238.00" 1*41'19" 32.98' C99 66.32' 2238.00' 1*41'52" 33.16' C100 59.61' 2238.00' 1*31'34" 29.81' C101 70.52' 1537.00' 2'37'43" 35.26' C102 27.93' 1537.00' 1*02'28" 13.97' C1031 39.13' 476.00' 4'42'37" 19.58' C104 50.67' 476.00' 6'05'55" 25.36' C105 14.87' 179.00' 4'45'36" 7.44' C106 25.41' 179.00' 8'07'59" 12.73' C107 42.07' 167.00' 14'26'07" 21.15' C108 39.77' 167.00' 13'38'42" 19.98' C109 2.30' 167.00' 0'47'25" 1.15' C110 15.35' 190.00' 4'37'48" 7.68' C111 51.63'1 190.00' 15*34'04" 25.97' C112 15.06-1 903.00' 0-57-20" 7.53' IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 11 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING 7mQc'T H0o _ - 139.42' N7 - - O'40'28"E � / � C Ni9• -� 9 50 58 •w iR) P�� \ B O9\"'o, \9 \ C9c� \ C90 i-19 NOTE: 0 LOTS 45 THROUGH 49 INCLUSIVE DELETED PER AMENDMENT NO. 2 \9 �� 7 ( 9 ��' •titi , oo h0 N9 TRACT T HQ Lll' - 2 oC'J LI ,2/ 4 3 D �� 1 LOT ZJ z rn D c ARMpN S cn \n lam \9 7R/A\(a7 H00 0 SI C� -01 o2 N50'p4'Si"E N00'35'S6"EIRIpC� c`'S 24 • p9" E lR1 PCB 53 NN41 83 6 3"Ela1pRC �� c39' C27 �o �// 180.09' E / S ° 51" r „ � / ti N �' N5o'p4' Sq1/ j3"w�Fil / cp o 52 \ \ \ \ \\ s \\ gA1Al ! 181.65' N50-04•51"E SA��'�� 30' WATER PIPELINE AND APPURTENANT FACILITIES Sr, \ AA EASEMENT TO UNITED STATES OF AMERICA, RECORDED APRIL \ 5 1 SAk o 21, 2005, INSTRUMENT NO. �' \ 2005-0313110 OF O.R. \ \ o �0c, a 6,3g°w�Pi LINE BEARING DISTANCE L1 N41'29'53"E 26.00' L2 N41'42'59"E 26.00' L3 N39'31'48"W 26.00' L41 N54'54'34"W 26.08' L5 S39'33'23"W 74.74' L6 N44'17'53"E 26.00' L7 N11'22'25"E 28.00' LB N48'09'31"W 46.54' L9 S48'09'31"E 26.45' LIOI S56'24'58"E 35.69' L11 N50'27'59"E 65.82' L12 N56'24'58"W 35.69' L13 N55*40'22"W 19.92' L14 S89'48'22"E 32.41' L15 N56'24'58"W 35.69' L161 N56'24'58"W 35.69' L17 N48'09'31"W 46.54' L18 N48'09'31"W 46.54' L19 N45*31'12"E 28.87' L20 N48'16-35"W 1.43' NS5•SA �j / fJ %�\ \� \� \\ \ 5054 Soo` � 180.425 0 1"E • e Sy 00, EIAIpC% �30�9Ae� Nj�' \ Y N50 �i� ��F N 6 NA506 56� �1Se•c�A �� \ �\ . \� C32 536-14 57'w T �% • 9Co�� 55o� \ F \u? \\9 9 \\ cScD \� 22 w lF�l 9�, \ s \ \ n\ n' \\ oo�\ A6 63, 52-- 0 E80. No \ V �0 yA• A9 -' \� \� "' G �1�' S50 p4' S1"w Z wSri l�`% ,flSA0.r3156"w`P� N37'49' 13"E (R) 56 -�---- �� N �� \ �5 \ 43 5a n \ \ �� u? 100yA Ae �c 26"W�A �, Cgs\ \ ��,� \ .20� 183 88. `9 N3 i 9 pA�9"w`P� v \ �D \� i S50'04' 5i"w 57 ✓ 1e0 type\s �rno�o \ \\ �\ 9\ \ n \ 13 �� 42 N45 6 56"ElalpCC L31 N 11'�l' lA 21 \ \\c�\�'\ u' \ L \ A2�lS� 180 43' 52'32 E(R�/ � � U w`Q'1 58 j n� ts,\\ S58'00' 31"W (R) PRC i A ►I r., ► i GRAPHIC SCALE 1"=50' 0 50 100 150 CD � 41 49 �S5 \ \\ S44'21' 5� 59 t� \ \ \��\ - C109 9 r' 189 87 �� \\ \\ O �m\\� S50 •pq 51"W SA3�A%A"w�P1PCJ A 'rn y j j N3g•27 i c`n \ T\ \1 ss \ 40 N23'58 51"E lR1 PRC 60 \ \ s N \ �Pl \ s, \ \ � \ � '� S50 •p4' 51"w � j � J s s SSSi Ng1•g0,Ail- TO PCC ESA% �O \ %" 39 NAA� �lPl 61 •3e' z' \ It N `'o N42 28 2A"E\�o a+� I w\ to I� L5� S50'p4' S1"w N45 6%"�lP/ w m n A"56j 62 9\I Q \ cl-\ 11� 38 N 18°'11 E I I 47' �oCD •41'25 ElA1 C> NA2•g I' p9" I o cy 3 • i �I �8- N50 �q 51"E N49 15 53"E tRl J •25 63 N'4'"E(R1 51623 I 2n --- I 6,�11III I 37 N54'58' 00"E (a) 0' 181 4I �' V/ I / 46A7"E �1 JI � I II N'p3'�I c / I � a II ZW j II I 64 N WI SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES Iin tp� ,INiI zI II z SEE SHEET 10 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 % RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. NOTE: OCTOBER, 2014 LUDWIG ENGINEERING LOTS 81 THROUGH 83 INCLUSIVE DELETED PER AMENDMENT NO. 2, AND LOTS 149 THROUGH 156 INCLUSIVE 76 DELETED PER THIS AMENDMENT \ /00, FF Aj 5 36• 1l. l O 77 soh / REMAINDER \2• • 78 9 � s6t Je0 0�, / C 2t Og• / l Q 66 F /p t0•� l <079 o t ti0 14'43. �t0 • 10 / C6q� • LINE BEARING DISTANCE L1 N71'32'57"E 46.73' L2 S01'32'32"E 6.44' L3 N01'32'32"W 6.44' L4 N71'32'57"E 12.76' L51 S71'32'57"W 59.49' L6 S17'27'20"W 71.69' L7 N17'27'20"E 62.44' LB N25'21'14"W 100.72' L9 N3619'57"W 162.78' L10 N42'37'55"W 26.88' h' Ci REMAINDER 'v co OpnA,Alp \B9 , 1 c' / 2 c,, VV 9 I O Q cu S \ 9 m cD GC co CL C I \ \ S85'54' 26"W (R) PCC \\�s \`So• \9� / �29 �. / I cn J 9 CS) �, iAA 9 33"E C2 j N66.52 s9.9d. G o //�`� `o1 � 4'iaWlFt1 A4 AA"�lP�� A 9 / / ,A T\\ • •�i`�' ,33"E �a° 7A 5'Ig2 ti`o 14 7 113 \m, rm �\\ g5j/ •52,33°E'9. 0, do 35 jn V. ` . 65 �l�j�P1pP/ 146 6•�`P- N6,j / \ -ti�0 i11a / 3"E �021•L �'�/`P� / 4 j / 114 10a �� 5 r166 �2� m -� / C\ ph% / N66.52 3 �g'1 • j \ % ha Al ,010E ti0 N66i' C cv \ / "E�� C�t. 37•E (Rl _� cs ty� > \ 10i� 145 S 3101 39"ilP� 115 i / 101 60 N75•p6' 19"E(R1 �I fl �, 147514'32"E ig0.05' N73.2g ig•E�RI J - o C-21co Im I N I U 01 Z I Q U - I 13' o N86'53' 16"E (R) 116 II a i 144 PRC - N79_25' 43"E (R) REMAINDER I i8 36 i8 O a - - u� N89'46' 16"W N85'02' 24"E (R) m I 179.81' PRC rn 76' I � Q, S89 ' Elp,� E,ei. c� 17'16"E(A) c� g3i2i N67.29' p6" N80_52' 47"E (R) PC c� - - - - �- oN S89_37' 48"E (R) / cc Q o- Nj v 6- N 143 \-�(AJpA _ _ 117 °° °� _� 1 N89_20 ' 31 "E (R) �� U w c" r, m I u-i N8124. 6" PCC 1 I ".,I / �69. 5 W 175 H�3 0 N89_32_52"E (R) P / �3\3B" 42' �6 3 m - o� / � Q coG'' �F(9) O oh E 190.73' I / c N75'49' 3i" '25"E / S51 • S86'S6(A) - - I o / - 42'22"E (A) PAC 142 �rn "O59. \St• -S75 q3 , \ \32\ (q) 118 N89 '2=195.41 ' Lo N81 24'S6• / ) S-8452 37 "E (A) W 188. 37 o 0j" / �/ �� " a 0 141 �75 49 35H75 48.56 •N 1 18, m / 15.44•_ SEE SHEET 13 GRAPHIC SCALE 1"=50' 0 50 100 150 140 I SHEETI2 OF 15 SHEETS CURVE ARC RADIUS DELTA TANGENT Cl 25.17' 20.00' 72'06'25" 14.56' C2 51.40' 30.00' 98'09'38" 34.61' C3 41.48' 845.00' 2*48'46" 20.75' C4 10.39' 320.00' 1'51'36" 5.19' C51 166.35- 426.00' 22'22'23" 84.25' C6 17.30' 15.00' 66'03'44" 9.75' C7 105.29' 491.00' 12'17'10" 52.85' C8 256.17' 456.00' 32'11'14" 131.56' C9 128.69' 153.00' 48'11'33" 68.43' C10 191.28' 393.00' 27'53'12" 97.57' Cill 83.54' 393.00' 12'10'48" 41.93' C12 47.75' 153.00' 17'52'53" 24.07' C13 91.95' 310.00' 16'59'38" 46.31' C14 87.71' 95.00' 52'54'04" 47.26' C15 37.84' 320.00' 6'46'32" 18.94' C16 84.32' 185.00' 26'06'47" 42.90' C17 42.27' 861.00' 2'48'46" 21.14' C18 217.31' 167.00' 74'33'18" 127.12' C19 131.42' 1304.00' 5'46'28" 65.77' C20 274.82' 393.00' 40'04'00" 143.30' C21 133.23' 1322.00' 5'46'28" 66.67' C22 54.85' 338.00' 9'17'52" 27.49' C231 113.00' 302.00' 21'26'16" 57.17' C24 35.87' 444.00' 4'37'44" 17.94' C25 43.15' 879.00' 2'48'46" 21.58' C26 56.05' 167.00' 19'13'54" 28.29' C27 36.36' 25.00' 83'20'20" 22.25' C28 12.34' 163.00' 4'20'21" 6.18' C291 65.69' 201.00' 18'43'33" 33.14' C30 75.70' 201.00' 21'34'38" 38.30' C31 31.89' 25.00' 73'05'19" 18.53' C32 73.73' 163.00' 25'55'05" 37.51' C33 16.58' 163.00' 5'49'49" 8.30' C34 4.45' 100.00' 2'33'02" 2.23' C351 158.88' 300.00' 30'20'39" 81.35' C36 57.99' 175.00' 18'59'13" 29.26' C37 166.78' 266.00' 35'55'30" 86.24' C38 250.55' 446.00' 32'11'14" 128.68' C39 81.18' 300.00' 15'30'13" 40.84' C40 57.84' 360.00' 9'12'21" 28.98' C411 221.41' 321.00' 39'31'11" 115.31' C42 83.20' 205.00' 23'15'10" 42.18' C43 43.89' 960.00' 2'37'10" 21.95' C44 287.41' 411.00' 40'04'00" 149.86' C45 93.94' 411.00' 13'05'42" 47.17' C46 60.43' 338.00' 10'14'39" 30.30' C471 75.55' 108.00' 40'04'48" 39.39' C48 213.60' 180.00' 67'59'31" 121.39' C49 129.61' 1286.00' 5'46'28" 64.86' C50 234.83' 315.00' 42'42'51" 123.18' C51 122.15' 224.00' 31'14'38" 62.63' C52 4.90' 110.00' 2'33'02" 2.45' C531 23.09' 310.00' 4'16'02" 11.55' C54 103.74' 190.00' 31*17'01" 53.20' C55 11.03' 342.00' 1'50'52" 5.51' C56 176.44' 153.00' 66'04'26" 99.50' C57 115.03' MOM' 21'15'40" 58.19' C58 107.43' 501.00' 12'17'10" 53.92' C59 58.41' 320.00' 10'27'33" 29.29' C601 262.24' 375.00' 40'04'00" 136.74' C61 174.20' 591.00' 16'53'17" 87.73' C62 98.28' 180.00' 31'17'01" 50.40' C63 101.89' 163.00' 35'49'01" 52.67' C64 34.95' 30.00' 66'44'47" 19.76' C65 55.03' 175.00' 18'01'00" 27.74' C661 2.96' 175.00' 0'58'13" 1.48' C67 57.27' 266.00' 12'20'06" 28.74' C68 89.97' 446.00' 11'33'30" 45.14' C69 6.05' 446.00' 0'46'36" 3.02' C70 13.88' 163.00' 4'52'40" 6.94' C71 71.43' 163.00' 25'06'32" 36.30' C721 10.18' 320.00' 1'49'24" 5.09' C73 30.89' 315.00' 5'37'06" 15.46' C74 65.23' 315.00' 11'51'53" 32.73' C75 67.57' 315.00' 12'17'27" 33.92' C76 63.20' 315.00' 11'29'46" 31.71' C77 7.94' 315.00' 1'26'39" 3.97' C78 58.38-1 224.00' 14'55'57" 29.36' C79 63.77' 224.00' 16'18'41" 32.10' C80 69.05' 156.00' 25'21'37" 35.10' C81 104.87' 375.00' 16'01'22" 52.78' C82 56.80' 375.00' 8'40'44" 28.46' C831 32.57' 1286.00' 1'27'03" 16.28' C84 97.04' 1286.00' 4'19'25" 48.54' C85 6.74' 302.00' 1*16'42" 3.37' C86 66.77' 302.00' 12'40'02" 33.52' C87 39.49' 302.00' 7'29'32" 19.77' C88 2.88' 360.00' 0'27'32" 1.44' C89 54.96' 360.00' 8'44'49" 27.53' C90 56.32' 321.00' 10'03'08" 28.23' C91 90.02' 321.00' 16'04'06" 45.31' C92 75.07' 321.00' 13'23'57" 37.71' C93 19.07' 205.00' 5'19'48" 9.54' C94 64.13' 205.00' 17'55'22" 32.33' C95 24.04' 960.00' 1'26'06" 12.02' C96 19.85' 960.00' 1'11'04" 9.92' C97 65.00' 411.00' 9'03'41" 32.57' C98 65.00' 411.00' 9'03'41" 32.57' C991 8.24' 411.00' 1'08'54" 4.12' C100 14.97' 25.00' 34'19'09" 7.72' C101 56.25' 180.00' 17'54'16" 28.36' C102 61.82' 180.00' 19'40'38" 31.22' C103 58.16' 180.00' 18'30'52" 29.34' C104 37.37' 180.00' 11'53'45" 18.75' C105 27.04' 108.00' 14'20'50" 13.59' C106 48.51' 108.00' 25'43'58" 24.67' C107 19.89' 25.00' 45'35'08" 10.51' C108 7.31' 338.00' 1'14'23" 3.66' C109 53.12' 338.00' 9*00'16" 26.61' Cil0i 12.50' 300.00' 2'23'18" 6.25' Clill 65.20' 300.00' 12'27'08" 32.73' SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTE CURVE ARC RADIUS DELTA TANGENT Cl 14.93' 25.00' 34°13'21" 7.70' C2 17.91' 474.00' 2°09'56" 8.96' C3 M. 90' 500.00' 2°09'56" 9.45' C4 28.21' 25.00' 64°39'03" 15.82' C5 30.81' 52.00' 33*57'10" 15.87' C6 33.74' 30.00' 64°25'45" 18.90' C7 43.92 38.00' 66°13'13" 24.78' C8 122.15' 224.00' 31°14'38" 62.63' C9 274.82' 393.00' 40°04'00" 143.30' C10 184.64' 15460.00' 0°41'03" 92.32' C11 85.89' 1050.00' 4°41'12" 42.97' C12 31.77' 1050.00' 1°44'00" 15.88' C13 52.50' 163.00' 18*27'16" 26.48' C14 102.45' 47.00' 124°53'22" 90.07' C15 36.54' 87.00' 24°03'45" 18.54' C16 69.93' 47.00' 85°15'13" 43.26' C17 29.15' 47.00' 35°31'48" 15.06' C18 262.23' 375.00' 40°04'00" 135.81' C19 287.41' 41l.00' 40°04'00" 149.86' C20 184.43' 15442.00' 0°41'03" 92.21' C21 184.86' 15478.00' 0°41'03" 92.43' C22 133.64' 1032.00' 7*25'11" 66.91' C23 93.83' 1068.00' 5*02'01" 46.94' C24 45.70' 150.00' 17*27'18" 23.03' C25 89.97' 150.00' 34°21'52" 46.38' C26 49.20' 100.00' 28°11'22" 25.11' C27 130.78' 60.00' 124°53'22" 114.99' C28 174.20' 591.00' 16*53'17" 87.73' C29 44.88' 1000.00' 2*34'18" 22.45' C30 94.90' 15262.00' 0°21'23" 47.45' C31 34.28' 200.00' 9*49'17" 17.18' C32 55.00' 200.00' 15°45'27" 27.68' C33 74.48' 119.00' 35*51'39" 38.51' C34 87.15' 1237.00' 4°02'13" 43.60' C35 243.77' 325.00' 42°58'34" 127.94' C36 32.91' 856.00' 2°12'11" 16.46' C37 84.41' 363.00' 13°19'25" 42.40' C38 69.05' 156.00' 25*21'37" 35.10' C39 96.78' 163.00' 34*01'04" 49.86' C40 18.41' 487.00' 2°09'56" 9.20' C41 40.79' 47.00' 49°43'24" 21.78' C42 117.66' 1050.00' 6*25'13" 58.89' C43 63.77' 224.00' 16°18'41" 32.10' C44 15.61' 363.00' 2°27'49" 7.81' C45 68.80' 363.00' 10°51'36" 34.51' C46 12.94' 325.00' 2*16'51" 6.47' C47 4.13' 856.00' 0°16'35" 2.06' C48 75.75' 325.00' 13°21'16" 38.05' C49 28.81' 250.00' 6°36'07" 14.42' C50 147.03' 325.00' 25*55'16" 74.80' C51 8.05' 325.00' 1*25'11" 4.03' C52 15.00' 100.00, 8°35'35" 7.51' C53 34.20' 100.00, 19°35'47" 17.27' C54 6.61' 60.00' 6°18'36" 3.31' C55 50.90' 60.00' 48°36'26" 27.10' C56 56.18' 60.00' 53*39'15" 30.34' C57 17.09' 60.00' 16°19'05" 8.60' C58 40.74' 1032.00' 2°15'42" 20.37' C59 79.02' 1032.00' 4*23'15" 39.53' C60 13.88' 1032.00' 0*46'14" 6.94' C61 62.64' 15478.00' 0°13'S4" 31.32' C62 76.69' 15478.00' 0°17'02" 38.34' C63 45.53' 15478.00' 0°10'07" 22.77' C64 30.62' 375.00' 4°40'42" 15.32' C65 69.95' 375.00' 10°41'12" 35.07' C66 27.88' 150.00' 10°38'59" 13.98' C67 62.09' 150.00' 23°42'E4" 31.49' C68 3.48' 1068.00' 0*11'13" 1.74' C69 66.39' 1068.00' 3'33'41" 33.20' C70 23.96' 1068.00' 1°17'07" 11.98' C71 41.84' 15442.00' 0*09,19" 20.92' C72 65.79' 15442.00' 0°14'39" 32.90' C73 65.84' 15442.00' 0°14'39" 32.92' C74 10.96' 15442.00' 0°02'26" 5.48' C75 55.23' 41l.00' 7°42'02" 27.66' C76 65.00' 41l.00' 9°03'41" 32.57' C77 67.04' 591.00' 6°29'57" 33.55' C78 71.93' 591.00' 6°58'23" 36.01' C79 35.23' 591.00' 3°24'57" 17.62' C80 30.70' 1000.00' 1°45'32" 15.35' C81 14.18' 1000.00' 0°48'46" 7.09' C82 51.54' 15262.00' 0*11'37" 25.77' C83 43.36' 15262.00' 0°09'46" 21.68' C84 22.24' 200.00' 6*22'17" 11.13' C85 12.04' 200.00' 3°27'00" 6.02' C86 64.30' 119.00' 30°57'25" 32.95' C87 10.18' 119.00, 4*54'14" 5.10' C88 59.97' 1237.00' 2°46'40" 29.99' C89 27.18' 1237.00' 1°15'33" 13.59' C90 1 1.54' 1 200.00' 0°26'27" 0.77' C911 53.46' 1 200.00' 15*19'00" 26.89' C92 1 28.78' 1 856.00' 1-55-36"1 14.39' IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING LINE BEARING DISTANCE L1 S3B°13'25"W 40.17' L2 N69°45'11"W 33.67' L3 S63°43'12"E 95.06' L4 N61°33'16"W 29.06' L5 N2B°26'44"E 26.00' L6 N30°20'14"E 47.46' L7 S00°55'52"W 92.14' LB N55°08'12"E 117.B4' L9 S61°25'54"W 31.B0' LIOI N82°03'27"E 20.19' L11 N69°45'11"W 33.67' L12 N63°43'12"W 52.63' L13 N63°43'12"W 70.94' L14 S61°33'16"E 11.77' L15 S61°33'16"E 17.29' L161 N61°33'16"W 29.06' SHEETI3 OF 15 SHEETS GRAPHIC SCALE 1"=50' 0 50 100 150 SEE SHEET 12 rn CD p U U U 118 S74_25_07"E (R) I _ S75_49_35"E (R) c� N89.27'43"E 195.41' I I 15.44 I� coQ "I � \s\2q •st 1 � � � 40 N � 70 15 ' 01 "W 180. 22 S67 49 i i E (R REMAINDER 21�•01'`6 45 56 E(R) gas '35'07"E / c, wrR 11 � ^°� �'q wr 139 CIO o / / RJpRC Shp - o 120 % 18 ��sg b N68 21al I 17. 38 <W i 82. 36 18 • / �4\wrRJ \ N88'3507" / / l �6 20 136 ('l pRC ti \\3�2W(R\ /l Cti N682138-IV NS�1 " \ 181.57' (R) m zoo E 211 98 , Q l \ N60 35'07 / co �00 N69° \s\qq l�37- /� l\ 137 w(AJpge / 8.97 \se • � � (R)PRC /l Q N N68 '21 '38 "W 182, �549 , " �s .0 �~ 3 02 (R 22 �(RQ / use wrRJ 1 / m / / ss Ci / N 4_03_14_W (R) PRC N88'35' 07"E 237.48' / 136 ZZ �5� (RJ p c-0) � RC O44 //� c`~ �5�27 10" N68-21 '38"W 183.56' N66 •p1.3 v� vp �o°j / \ v � i N 123 \F(R� NS5 0\°5" N69 28 32 "W (R) pc c� 36'31_03_W (R) /�S\SS �w 9JARC � - n, 2g" �6�p9 / S47.22_38"EE (R) PRC N88'35' 07"E 265.14' �� c� C6B \ �F(AJ N68 • 135 ��'F(R rn ti N53'19' 04"W (R) PCC _ %�5\q2 21 38"W 19p 81 ' l8 S45 27 02"E (Rl 1 C N53 43 05 W (R) C90 Cu R �C47 S34 51' 40"E - _ / v2 " N78'25'09"W (R) � N45'10'28"W (R) PRC 124 1 - - - - - 13A q 44"E 6 �Z I "II N68 21'38"w 194 10' N84'40'30"W(R) N88 0 y046 HS // <0012 �0 oll N89 34 44 W(R)pCC ` REMAINDER 133 125 (Al c`4� N I N69 21 '38'W i '35E2 N88'07" I u� IU NBO'00' 24"W (R) 1 C.J 126 9h Ln S86 40 2 W �Rl >C5 51•E�R�P�� N85 � � N7p •5= 55.47 N68 58'05' 56.96' W 99•42' SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES / F I 62n to n N� N \ 9� �n NO3_48 56 "W (R) PCC '9\ c� \ 132 Lo L2 230 A"ElR1PR_. U or n C3 o L11 C5326 C52� �'1 40, L13PRIVgT K\°s �,76 61 q - 23' 38 5F Q �0 33'16< co � T 3 ��\ CIO F L16n,. �%\6s•70, IV \ �� sl C1 L1g l N i �O p I �. y/ Qom, b moo. Al bb 129 �O 4-- 25.95' 4'll'07"7WW 6a nao . NI h� 5 bb 130 I.1:4IT, UlIZ191:4V to z w co m to uo �Q m� z C�l ?C P NIR N Q t*m un " U') 1 u� v Mco to IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT �� (i �A NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING E B\A t tv se�m Q U U � U �� 44"W lq1 I w cu 'ono O� SQPC, O Q• ,.33, p2 PRE � "' N �� N5 ,59 66 5o"W lR� 1 o w rn N/q�3� Iz 1 S41 45 03 E lq1 PCC �I N 1 U I-'p, 04"E (q1 Q o Im 84 S38'19' 7-1 I o I rlr m N5 23 I 3 1g9 u o' ILo v to U U v c� S27_13'49"E(RR) m N Z 85 16' 18' " I i4 I U 33�p2� o cu �1 1 ti o 86 o ti � W N N I c z V1 N51�33 A'�M I o '¢> z z co 2°6 • � � � 0 0 � � o 87 A N m rn I to U I 88 16'o i8' cu cu VARIES Lo pqC S35'35' 48"E (R1 RC _ - W 33 p2 I Lo U t _ _ N29'15'16'W R, 18, .18, S28'52' 21 "E (R) - - - - (R) PRC I `v.� c S27_15' 53"E (R) I f6600• I 89 C, m N~ I Nof o Lo U1 U U I e< I`t' cn m U U CS Q I U y,�.33 p2, w II tr N 20° o I u I N34'24' 37"W (R) 33' p2 w I U N5�,99 93 I ( S25_23_21"E (R) S25'17151 "E (R) PREP �- N27_13' 49"W (R) I I tv 90 UI I I NS,�•33�8, N J I N29'41'34"W(R) 91 N31'27' 31'W (R) V 112 111 G i REMAINDER IC" No I 110 LoI N35'34' 31"W 92 -- II m m vN5�•99 %lP� I I 85' m 2A U I w S29'18' 47"E (R) 18-1 18. I------ 109 cn !o Lo S26_58 ' 43 "E (R) I 93 I co Lo IL9 C .15 I NO rn Go v i 108 �\_S29'24_21_E(R) 94 to U U N to SEE SHEET 15 GRAPHIC SCALE 1"=50' 0 50 100 150 SHEETI4 OF 15 SHEETS CURVE ARC RADIUS DELTA TANGENT Cl 34.95' 30.00' 66'44'47" 19.76' C2 137.51' 444.00' 17°44'39" 69.31' C3 35.87' 444.00' 4'37'44" 17.94' C4 74.66' 1356.00' 3'09'17" 37.34' C5 4.84-1 205.00' 1*21'14" 2.42' C6 59.00'1 205.00' 16'29'23" 29.70' C7 80.11' 1256.00' 3'39'16" 40.07' C8 63.84' 205.00' 17'50'37" 32.18' C9 101.30' 732.00' 7°55'44" 50.73' C10 29.26' 30.00' 55'53'20" 15.91' C11 83.45' 1373.00' 3'28'57" 41.74' C121 2.21' 1373.00- 0'05'33" 1.11' C13 81.47' 1062.00' 4'23'43" 40.75' C14 87.44' 1062.00' 4'43'03" 43.75' C15 37.10' 1062.00' 2'00'06" 18.55' C16 52.16' 421.00' 7'05'56" 26.11' C17 63.39'1 385.00' 9'26'01" 31.77' C18 16.03' 1098.00' 0'50'12" 8.02' C19 78.89' 1098.00' 4'07'00" 39.46' C20 81.03' 1098.00' 4'13'41" 40.53' C21 37.04' 1098.00' 1'55'58" 18.52' C221 45.91' 1337.00' 1'58'02" 22.95' C231 46.43' 1337.00' 1'59'23" 23.22' C24 35.32' 766.00' 2'38'30" 17.66' C25 85.08' 766.00' 6*21'50" 42.58' C26 11.65' 766.00' 0'52'16" 5.82' C27 56.19' 410.00' 7-51'09" 28.14' C281 79.34' 410.00' 11'05'15" 39.79' C29 24.57' 410.00' 3'25'59" 12.29' C30 41.48' 845.00' 2'48'47" 20.75' C31 10.00' 201.00' 2*51'05" 5.00' C32 84.32' 185.00' 26'06'47" 42.90' C33 42.27' 861.00' 2'48'46" 21.14' C34 166.35' 426.00' 22'22'23" 84.25' C35 103.79' 750.00' 7'55'44" 51.98' C36 19.10' 132.00' 8'17'24" 9.57' C37 15.49' 132.00' 6'43'27" 7.75' C381 84.54' 1355.00' 3'34'29" 42.28' C39 209.50' 1080.00' 11'06'52" 105.08' C40 206.90' 403.00' 29'24'57" 105.78' C41 173.38' 444.00' 22'22'23" 87.81' C42 43.15' 879.00' 2'48'46" 21.58' C43 56.05' 167.00' 19'13'54" 28.29' C44 75.70' 201.00' 21'34'38" 38.30' C45 160.10' 410.00' 22'22'23" 81.08' C46 132.04' 766.00' 9'52'36" 66.19' C47 92.34' 1337.00' 3'57'25" 46.19' C48 206.01' 1062.00' 11'06'52" 103.33' C491 212.99' 1098.00' 11'06'52" 106.83' C50 197.66' 385.00' 29'24'57" 101.06' C51 216.14' 421.00' 29'24'57" 110.51' C52 85.66' 1373.00' 3'34'29" 42.85' C53 17.60'1 150.00' 6'43'27" 8.81' C541 16.49'1 114.00' 8*17'24" 8.26' LINE I BEARING I DISTANCE L11 S12-30-06"Wl 15.00' SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTEQ_ CU REMAINDER Gn / \ 16% L �g1 a552 / 98 6� 5� 2,Lp A9 g2 99 22�,2h �s IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 15 OF 15 SHEETS AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING C5 Y C4 I UJ 0o II 1., I S ,A1 9 \Sycc s F s 93 \sir "sr� 95 �9-r%� ��9 / / / � \ \F\/A \/ "s • 96 \o\s9�s\s�• / ('9A�� C3 CAp Tm' \\ �V� 97 C28 C2 C2l `3 p 3 RAND \ f9• � �\ 58.94 C31 � / m_ \VIP � � I io \ 1 100 I� cu 101 102 ILI ao �62/ •sue, LINE BEARING DISTANCE L1 N48°43'19"W 193.50' L2 N77°19'53"E 52.74' L3 S77°19'53"W 68.81' L4 N60°02'50"E 78.15' L5 N19°56'16"E 32.82' L6 N77°19'53"E 27.76' L7 S85°02'04"W 26.30' N69�"/lP� i -cCD 108 cu cu o C APO 10307 48' 94 y9: 00.cn I m N /�y 3 9 CN 1 o N � 107 Z / UI m m ¢I 106 N � 3 Z \y�,s• c ru i h 20 o L0 CD 1 In 4'l0 o I,; 0 0 24 N \ 2/ to Lo 51 Cie N69�"/lP� i -cCD 108 cu cu o APO 10307 48' 94 y9: 00.cn I m N /�y 3 9 CN 1 o N � 107 Z / UI m m ¢I 106 N � 3 Z \y�,s• c ru i h 20 o L0 CD 1 In 4'l0 o I,; 0 0 24 N \ 2/ to Lo 51 Cie � � � �� 2? c2� � �y`�s• N o REMAINDER SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES 109 URVE ARC RADIUS DELTA TANGENT Cl 59.00' 205.00' 16°29'23" 29.70' C2 4.84' 205.00' 1°21'14" 2.42' C3 1.64' 141.00' 0°40'04" 0.82' C4 33.87' 141.00' 13°45'42" 17.02' C5 70.76' 195.00' 20°47'26" 35.77' C6 44.10' 195.00' 12°57'30" 22.15' C7 45.44' 30.00' 86°47'23" 28.36' C8 58.55' 193.03' 17°22'44" 29.50' C9 169.08' 193.03' 50°11'05" 90.39' C10 5.34' 20.00' 15°18'27" 2.69' C11 32.38' 200.00' 9°16'33" 16.22' C12 68.10' 404.00' 9°39'27" 34.13' C13 205.17' 57.00' 206°13'54" C14 80.11' 1256.00' 3°39'17" 40.07' C15 81.39' 421.00' 11°04'34" 40.82' C16 5.85' 421.00' 0°47'46" 2.92' C17 18.91' 191.00' 5°40'21" 9.46' C18 36.69' 50.00' 42°02'24" 19.21' C19 13.28' 50.00' 15°13'14" 6.68' C20 41.88' 70.00' 34°16'54" 21.59' C21 52.32' 70.00' 42°49'35" 27.45' C22 38.17' 70.00' 31°14'35" 19.57' C23 38.07' 70.00' 31°09'27" 19.52' C24 50.54' 70.00' 41°22'03" 26.43' C25 30.40' 25.00' 69°40'06" 17.40' C26 31.08' 25.00' 71°13'51" 17.91' C27 60.33' 200.00' 17°17'03" 30.40' C28 22.47' 227.00' 5°40'21" 11.25' C29 46.49' 385.00' 6°55'06" 23.27' C30 87.78' 385.00' 13°03'50" 44.08' C31 76.75' 421.00' 10°26'41" 38.48' C32 206.90' 403.00' 29°24'57" 105.78' C33 20.69' 209.00' 5°40'21" 10.35' C34 3.45' 404.00' 0°29'19" 1.72' C35 218.84' 57.00' 219°58'35" C36 56.41' 187.00' 17°17'03" 28.42' C37 47.77' 70.00' 39°06'03" 24.86' C38 220.98' 70.00' 180°52'32" C39 49.97' 50.00' 57°15'38" 27.30' C40 197.66' 385.00' 29°24'57" 101.06' C41 216.14' 421.00' 29°24'57" 110.51' C42 63.84' 205.00' 17°50'37" 32.18' C43 13.67' 57.00' 13°44'41" 6.87' C44 4.57' 15.00' 17°28'02" 2.30' C45 114.86' 195.00' 33°44'56" 59.15' C46 110.53' 193.03' 32°48'21" 56.82' C47 64.65' 404.00' 9°10'08" 32.40' GRAPHIC SCALE 1"=50' 0 50 100 150 IN THE CITY OF LA QUINTA, CALIFORNIA APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE FRED WARING DR. COACHELLA La QC HYA PROJECT SITE A" LEGEND: TC INDICATES TOP OF CURB FL INDICATES FLOWLINE EX INDICATES EXISTING HP INDICATES HIGH POINT LP INDICATES LOW POINT GB INDICATES GRADE BREAK FF INDICATES FINISH FLOOR GF INDICATES GARAGE FLOOR PE INDICATES PAD ELEVATION CB INDICATES CATCH BASIN PUE INDICATES PUBLIC UTILITY EASEMENT R/W INDICATES RIGHT OF WAY EP INDICATES EDGE OF PAVEMENT INV INDICATES INVERT OF PIPE ELEVATION FS INDICATES FINISHED SURFACE FG INDICATES FINISHED GRADE TF INDICATES TOP OF FOOTING TW INDICATES TOP OF WALL INDICATES CONCRETE INDICATES GARDEN WALL INDICATES FIRE HYDRANT INDICATES MANHOLE INDICATES CLEAN OUT I 162ND AVE. VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: T.D. DESERT DEVELOPMENT 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 APPLICANT: T.D. DESERT DEVELOPMENT 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 ENGINEER: COVER OVEI FROM 0.5 WATSON ENGINEERING 50-200 MONROE STREET INDIO, CA 92201 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 89°47'47"E. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ASSESSOR'S PARCEL NUMBER: 764-690-001 THROUGH 764-690-044 UTILITY PURVEYORS: WATER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 SEWER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 ELECTRIC - IMPERIAL IRRIGATION DISTRICT: 800-303-7756 TELEPHONE - VERIZON: 800-483-5000 GAS - THE GAS COMPANY: 800-427-2200 CABLE - TIME WARNER: 760-340-1312 NOTE: 1. SEPERATE PERMIT REQUIRED FOR BLOCK AND RETAINING WALLS 2. TC (TOP OF CURB) ELEVATIONS AS SHOWN ARE FOR REFERENCE ONLY IN SETTING GRADES 3. ALL CASITA PE ELEV. AND FINISH FLOOR ELEV. SHALL BE IDENTICAL TO ELEV. OF HOUSE PER LOT. 4. DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS EDPARTMENT. 5. ALL WALL FOOTINGS AND HEIGHTS WILL BE SUBMITTED PER SEPARATE PLAN. UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�E ORE y0 G ° 1-800- U 227- 2600 2 WORKING DAYS BEFORE YOU DIG P/L SECTION "A" - "A" BLOCK WALL (SEPERATE PERMIT) NTS NOTE: ALL REAR LOTS SHALL DRAIN TO DAYLIGHT @ 0.5% MIN. TYPICAL LOT DRAINAGE DETAIL SCALE: 1 "=30' WALL R DWELLING 1.0' MIN. = 3.0' FINISHED @ SIDE YARD STOOP z FLOOR z_ 2 � 10 2% MIN. o o � U- ' ----- 20% �p11PX 04 2% MIN. 5' TYP. MIN. COVER 6" BELOW FOOTING LOWEST SWALE FLOWLINE UNLESS OTHERWISE INDICATED BLOCK WALL PER SEPERATE PERMIT TYPICAL SIDE YARD DETAIL 8"X 8" OPENING OMIT 1/2 BLOCK AT FLOWLINE OF SWALE TO PROVIDE OUTLET FOR YARD DRAINAGE [-SWALE FLOWLINE AT WALL PL ELEV.-j \-WALL FOOTING PER PLAN 1 TYPICAL WALL OPENING NOT TO SCALE PROPOSED BLOCK WALL (SEPARATE PERMIT) PRECISE GRADING PLAN AMENDMENT NO. 3 TRACT 31681-3 LOTS 113-148 IN THESE 7/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. J\129 s` a �` 130 H ♦ 7*6 EK GOLF C OURD SE imn;=Y MAP GRAPHIC SCALE 100 200 1 INCH = 100 FT. EK GOLF COURSE � s BURT HANADA DATE BUILDING OFFICIAL CITY OF LA QUINTA LESJOHNSON COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA DATE ATTACHMENT 4 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH 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. 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 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 PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH MONDAY-FRIDAY 7:00 A.M. TO 5:30 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. MAY 1ST TO SEPTEMBER 30TH MONDAY-FRIDAY 6:00 A.M. TO 7:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. RECEIVED APR 16 m5 IT' OF LA QUINTA PLANNING DEPARTMENT F- - - - - - - - - - - - - - - - - -, I I J I I 20' MIN. FRONT 10.00'TYP.�I-----------------J SETBACK CL Lu r RETURN Z 6' BLOCK WALL w WALL 30"BLOCK L-----PE-------- - IVARIES u- F/L WALL -0.50% MIN. 0.50% MIN.- F/L --------------- HP NOTE: z w TOP OF FOOTING O SIDEWALL DETAIL TOP OF FOOTING SHALL BE A MINIMUM OF 0.5' =U COVER TO A MAXIMUM OF 1.4' COVER. NOT TO SCALE EXPOSED WALL SHALL BE A MINIMUM OF 2.5' TO A MAXIMUM OF 6'. NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE pp pp pp pp BM # P.D. 109-70 ELEV. 27.941 NAVD 29 � � PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED /O� � � O 0 H E H a � NEE E RJR J � 109-70 CHISELED SQUARE ISSUED. WITH THEIR APPROXIMATE LOCATION AND EXTENT. QROFESS JV W N uv uu l�J uu u u uu AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 9 �O w q C ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. FOR THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� %� t�� CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 3 TRACT 31681-3 UNDERSIGNED HARMLESS FOR ANY DAMAGES / Q G� 50-200 I, STREET FROM ALONG JATHEN IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF Z CA 9 HWY. 111. THEN 2.0 MILES 0 LOTS 113-148 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE Z4 CD m : (76) 5-15 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W rn No. 26662 WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-16 � AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO TIMOTHY R. JONASSON, P.E. RCE NO. 45843 BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE PUBLIC WORKS DIRECTOR/ CITY ENGINEER CIVIL q� PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTFY TE THE MARK BY DATE REVISIONS APPR DATE DATE: �1Q F O� OF CAUIF SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. OWNERS OFUTILITIES RE ORONG WORK. ENGINEER EXP. DATE 12/31/14 DATE: SCALE AS SHOWNi I I APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE k, X 0 f- ' EX 24" CCP STORM DRAIN 37.09 TC 36.8 TC I 2p'36.40 36.7 TIC TC TOW 43.67 TOF 36.35 F\,-C' 0 Oolo 20 LOT 91 LANDSCAPE AREA TOW 43.67 TOF 36.35 % �37.03 F6.85 05 113* PLAN 21 a PE=437.60 FF=438.20 FIL 1 GRADE TO DRAIN (TYP. ALL LOTS) 35.24 FL 35 05°loo FL �\N 20 34 FL OA OG O EK�SU�Ha GOLF COURSE FL `144 95 0.5 %o TOW 42.81 TOF 36.15 F673 ` 5� Hr�r 7P00 - 0 148* 36.65 FL BURT HANADA DATE =17,30 BUILDING OFFICIAL CITY OF LA QUINTA 36.73 FL PLAN 21 R TOW 43.30 FL PE=437.30 TOF 34.65 0 5o/ L=2.88 TC \ FF=437.90 36.68 35.15 GRADE TO DRAIN (TYP. ALL LOTS) \ 36. 1 FL ,� FL TC MIN � 35.7 � � 35.27 0' 0.5°/•- 2� TC T 0 37.28 GF=437.30 37.00 0.500 %44 RED `� FL END UNG GOLF COURSE �� FS HP % /o' 1 22°l° \ �� 5.63 8.60 /° TOW 43.30 Qs ❑ L.18o 7i g 35. 9 'A , TOF 34.65 Do% Ss 37.58 TC 36.68 0% 0 35.60 FS 11 35.1 5.01 jo A2.9FL-GB _� //� 50 0 HP GF=437.60 $ °lo TC \ 4 16g23o10 1 TYP. TOW 43.39 69 p2 34.95 � � 147 TOF 34.74 F�GP' g0 TC \ 82 1 56 /° 35.27 PLAN 23 `�I T fL=12.51 FL -GB - PE_435.90 ✓/ ° ��/// 42 GF=435.90 FF=436.50 1 3 .71 35.88 a a0 \ 6 FL a o \ \ T 34.67 FS aO 50°l° �j Zl° \ 35'I$6 q1° TC A. 71 TC 5 ' 35.88 a 37.30 G� \ FS-G �� FS HP a ,\g'\ 0�FS98 20� �u°� 3C55 5b 1 V- N �g� Q GF=436.00 �s 0 5 0 34.45 cr 35.60 C HPgC3�72 35.30 y 35.70 `r 35.27 0 V-- HP HP \ 10 FL -GB 0•50 /0 114* PLAN 22R PE=436.00 FF=436.60 'OW 41.18 34.97 OF 33.85 FL o M\N \:� GRADE TO DRAIN (TYP. ALL LOTS) FL 0• UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�F ORE YO v o G 1-800- 227- 2600 2 WORKING DAYS BEFORE YOU DIG 115* PLAN 23 PE=435.60 FF=436.20 116* PLAN 22 PE=435.10 FF=435.70 35.70 HP V�,\$R ,35.30 34. 3 2 03 20 1ch J� °l0 �12 TC 5�. 34 9 1 353G6 p�1vE % SGg 17gF 1 11 ° ° p \ FH TOW 41.66 . 34.14 L=7.31 TOF 34.33 / TOW 41.69 TOF 34.36 TC 34.08 r 34. 5 0) TC 4 TC °��g `�9 N N � O�j G� r EX VALLEY GUTTER rn �co TC a 50°I° 34.26 3010 33. 6 , TC <�� ti° G F=435.60 35.03 TOW 41.66 0 50/ MIN FL TOF 34.33 L=11.18 3L n 0 5o/�N FL 0 � "�' � FL \\ / 146* PLAN 22R PE=435.60 FF=436.20 A 6 TC 61 5 48 35.58 s �, o ° \34.37 FS-GB FS sj�. TC 35 38 35.02 72 FS58 6 3 34.39 FnG2� FL -GB 0 513 00 00. S0 0 35. 5 TC-HP 7l / o HP GF=435.60°I° TC 4 I 34.35 16% cr 35.58 �� 33. 03 � TC � A TOW 41.60 FS 5g3°I° TC 3 34.33 2.27 /0 , 4.97FL-GTOF 34.27 4 L= .74 TC „� 33. 3 4.99/° GF=435.60 34.28 TC �}, 35.58 �OF °lo TC r'� FS 0 s 1 a 34.23 5f 1 35.58 34.48 TC FS 35.30 I FL -GB 1 TC 33.91 34.21 HP1. o a 0� EX VALLEY GUTTER TC CO 5 -�, O °I° 0 I TC 5 � 1g� 6$ 10, 36' 20, PUEr 18, 8' 34.97 II FU-G6 34.80 EX 8" DIP WATER MAIN rn TOW 41.29 0.50% HP I CV D DWG NO 35417 �6,� ° 0, 1 TOF 33.96= p° 4_ 6 c.? ° L=1 0.50 /o 133. 6 EX ' VCP SEWER MAIN TC 34.59 20' I II CV D DWG NO 35429 FL -GB N o 33.26 cp TC 33. 1 LANDSCAPE I TC 7/0 MH AREA _ _ 4 0 2% 88 88 GF=435.10 Fs -GB T 3 34' 33.15 1 3 T 35.18 TC 35.08 8J w EX CURB FS FS 2% 2 26 10, 0.554% 34.52 ° 33.09 J 13' 13' PUE GF=435.20 FL -GB � 5.0400 I TC Q 35.18 A/C PAD v- I e T3 2 7 45 % FS TYP. 34.80 1 � 2.(34 33 57 20•861- 34.57 TOW 40.85 HP a a a 4 p,5o% 33.97 T 4 80/ 1 FL -GB TOF 33.52 ❑ 40.69 FL -GB 1 -moo � TOW F 33.36 33.00 2� <, 35.02 � FL of 34.97 232 _� co FL 0.500/ 145* PLAN 23 PE=435.60 FF=436.20 FL.97 p.5%N� GRADE TO DRAIN (TYP. ALL LOTS) pp_0 TOW 41.29 34.46 _ TOF 33.96 FL 0 0.50 /0 34.57 0.5% MIN FL LESJOHNSON DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA REQUIRED UTILITY REVISIONS Q2 ABANDON 4" SEWER LATERAL Q3 ABANDON 1" WATER SERVICE ® INSTALL 1" WATER SERVICE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED 144 PLAN 23R PE=435.20 FF=435.80 ti 0 LO J EK�'rffffi GOLF COURSE "' 0 50% 181 76 U. 5.73% N TC 15% F�4 3 0 5p/ Q - HPw TOW 40.69 34.52 �/' L= cr) I FH �'G '� 0 n TOF 33N6 FL I' �� FS -j 32.90 B 1 0.50% L=179811 J 34.31 ❑ 0.5 /0 �0 6 •g4% TC 33.00 / -0�/ FIL ' I ' 0.50 34.30 �� 32.88 32.89 TC % .50 HP TC TC 3 �N HP \ I: 57 0.5 /N a�i 34.43 *NOTE: 33.97 I / 0•S0, FL MAT SLAB FOUNDATION REQUIRED. SLAB L=7.88 21•19' FL FS58 879% /� -j AREA TO BE 0.40' BELOW PAD ELEVATION 33.86 0 50� / N 117 0 143 OF 40.85 (0.83 CONCRETE SLAB OVER 0.17 SAND). FL 34.23 \ 33•52 n� FL 0 S N �� 0 20 30 40 60 100 SEE SHEE7 3 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ARISING AFTER COUNTY APPROVAL DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RDS EXAMINED. THE CONTRACTOR IS QUIRED R SHALL CONSTRUCTION THE PRIVATE ENGINEER PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TOAKEE DUE PRECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE MARK BY DATE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 34.02 SEE SCALE: 1" = 20' SHEE 3(IN FEET) SEAL - CITY APPROVED BY THE CITY OF LA QUINTA I SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: TIMOTHY R. JONASSON, P.E. RCE NO. 45843 PUBLIC WORKS DIRECTOR/ CITY ENGINEER REVISIONS APPR DATE EXP. DATE 12/31/14 DATE: � p�� 0 H E� 0 0 N E E� BM # P.D. 109-70 PRECISE GRADING PLAN QROFESS/0� ENGINEERING • LAND PLANNING 0970CHISELED SQUARE ON CANAL BRIDGE S.E. I NG WALL. 2.0 MILES S. FOR � 50-2001�ONROE STREET ALONG ALACKSON ST FROM AMENDMENT NO. 3 TRACT 31681-3 o 2 Z INDIO, CA 92201 HWY. 111. THEN 2.0 MILES LOTS 113-116 AND LOTS 144-148 W m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. No.26662 � WEST OF MADISON ST. EXP. 3-31-16{ AND 18' S. OF AVE. 50. C1VI\- 9TF IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 OF CAL\F� SCALE: FOR: W.O. FILE NO: DATE: SCALE AS SHOWN MEMO GOLF COURSE APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE EX 8" VCP SEWER MAIN SEE SHEE 2 CVWD DWG NO 35429 SEE 81HEE7 2 34.35 v 20.37' Z. 1 V 3 GB 33.15 I 33 3 S TC T 35.18 FL , 35.08 ° F $.9 �Q�l��ap[ BURT HANADA DATE LES JOHNSON DATE FS o/ ` D p o p I 6_54 ' FS C TY OF LABUILDING OQUWTA CITAL Y OF LITY A QUINTADOPMENT DIRECTOR 116 34.52 0 33.09 A`nEA FL -GB 5 TC 44 35.18 j 33 62 -`` T 45 34.57 i 7, o II 34.80 a Q 0% 2 g TOW 40.85 10, 36' EX CURB 33 7 20.86_' 1 FL -GB TOF 33 52 144 HP z 0� 33.97 PUE 18' 1 1 T -4 80% 'TOW40. 6 FL -GB �_I o cr 0 50 ° F 33.36 �� 33.00 2.15 34.90 0 50% 1g1 76 5.73 /o N TC F423 �� 0.50% Q HP TOW 40.69 34.52 �/' L= M I FH �,G �� Q II TOF 33.36 FL �� a 34.58 II E 1 ,�-� 34.31 o N11N s FS J 32.90 0.50% �=17g. i FL �-'• 0 0 � g.84% TC 33.00 _ / � _0�/ 0,5 34.30 A/C PAD GF=434.60 �� 32.88 32.89 TC 34.50 34.57 HP TYP. TC - --- TC 3 �N HP \ FL o.SN 34.43 33.97 Q'50% FL L=7.88-� 21.1g' 0 FL 34.58 79% ° 33.86� /N FS �32.81 2 jOF 40.85 FL 0.5 * TC 33 0 20, FL.23 % 33.52 117 0 , T Q v MlN �►, PLAN 23R � 82i PE=434.60 T3. ' ;_<,,,yN FL 02 FF=435.20 34.78 15' � ' / 33. 6\° Fs GF=434.80 T 3 TOW 40.36 I 3 33. �4\o F�;GB TOF 33.0334.02 32.55 T i970 143 ,00 p ° J 1 FL -GB 6 TC PLAN 21 R 33.97 MH MH S 6 �� Qs s O PE=434.80 40 TOW 40.45 FL 34.30 0.50% �� 34 2j 33.7 \ 0•SO/ s FF=435.40 HP� 32.48 I 32.95 SFS-08 F�.G p��_\� `` HP50 ,., , \ 33.72 0 5% M�N TOF 33.12 TOW 40.45 TC TC 03'G8 34.28 e 0% 0.50 /o D FL _ TOF 33.12 ?O- 2% FS � 2 L=190.73 0.50 %/o ° 0.50% 34.10 ° 1 33.79 4.13% 32.42 � GF=434.30 QO 0.S ° 33.62 "' HP FL GB EX VALLEY GUTTER TC EX VALLEY °\° 34.00 p �a 34, FL 5° M N 33 77 / 2.52 GUTTER ^ N HP F l8 S0, \ ? FL C \ ?33? Nam. sgS 32.28 0•5% ITC / 0) ' �/N v 32. ,��`' 3,3 2 � 34.05 TC v TOW 40.08 �� 142* F� FL TOF 32.75 Q O,S, ti o \ \ 4.30% ` PLAN 22 TOW 40.36 ° M//� 33.53 GRADE TO DRAIN (TYP. ALL LOTS) _ _� 34.00 PE=434.30 TOF 33.03 w 118* ^ T2 3 ; ; \ HP FF=434.90 L \^o' F 8� EX 15' PRIVATE DRAINAGE EASEMENT ' v PLAN 22 / � 32 38 S2% \� EX 24" CPP STORM DRAIN PE=434.40 ° �� T g.3 ° \ 33.54 TOW 40.37 FF=435.00 M _\ 33 68 0° r.'IT 32. 8 F�; ' _ 0\� GRADE TO DRAIN (TYP. ALL LOTS) FL 0.5M/ TOF 33.04 33 82 u' `n u- 20, T 34.28Gg 0 0 \� L 34.16 FL 9.00% FS / 28 Q 34.38 HP FS 2 / 2 GF=434.30 Qaz 5 = �= s. /INGF434.40 34.32o =U .032.63 8�8 3z FL \ \ o•s0° �4 3418 Ly--j Q 0 - 33.82 2% FS-GB TC HP Q p 33.37 O5o s=195.41 /o FL -GB ° FL .HQ) 34.60 3.84 % 32.73 C / \ H P 34. 32 TO 40 ��FL 119 FL -GB T W40•37 TC 141 33.68 �\ \ 33.25 PLAN 22R 2 % OF 33 04 2.7g/ 32.7 4 3 3 PLAN 21 FL T L=9.96 � � �zz PE=434.90 / GF=434.90 4. 6/ TC ' 3 �4° PE=434.30 TOW 40.08 FF=434.90 FF=435.50 34.88 32.83 4 �� 33 TOF 32.75 M/N 33.48 �' FS ? ° FS-GB 68 TC 3 .77 6\ \B rn 33 C 20,FL 4.73% � 933.97 T�F 40 80 3 .85 33 32.93 T 0 .5% FL «' M p' �$ 1% 34.58 `\/ \ of 3 .91 FS F3303S h 0 p/\ 34.00 0.5o MM F�.77 � o� � , � � s � GF=434.60 00.50% •07 0_ 34.60 _ / ,;� 36, oo SS% -� H IP off• �\ �� 0.500 �� 34.58 35.10 Q 0.50% 1 34.29 L v FS HP �_ FL -GB 20 p 70, cn �� 5.30' S3 5.02% C/� R >> 2. 65 / T 3 .08 G8 Ow 40.80 33.19 C Li 13.82/ TOF 33.47 TCL9 LC C 3 LE T a q13 33 O �L �3 24 / O/4,56� ,\ F�,GE 3334 � 1 EX 8" VCP SEWER MAIN CVWD DWG NO 35430 20, Ge 1 EX 8" DIP WATER MAIN CVWD DWG NO 35417 \ _ 0 '0 JO O\ 34. H P HID �1n� J 4 8 0\ A/PAH D P30 T /8 \` 33.73 SOi FL 140 PLAN 23 PE=434.60 FF=435.20 )F 33.02 0, S N I 0 S o �� \ 33.82 v FL 5) S E EASING GOLF coun N\/ / 0 \o r 0 l 33.97 ?68�, v FL 0 S0 34.48 T Ow M/N 6� 33.1 33.84 FL ° ll N ~ GRADE TO DRAIN (TYP. ALL LOTS) UNDERGROUND SERVICE ALERT REQUIRED UTILITY REVISIONS F4.32 CALL TOLL FREE ORE 0�F YO G Q2 ABANDON 4" SEWER LATERAL 1-800- 03 ABANDON 1" WATER SERVICE * NOTE: 0 20 30 40 60 100 227- ® INSTALL 1" WATER SERVICE MAT SLAB FOUNDATION REQUIRED. SLAB 2600 AREA TO BE 0.40 BELOW PAD ELEVATION NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. (0.83 CONCRETE SLAB OVER 0.17 SAND). SCALE: 1" = 20' 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE n pp pp n pp p n pp ELEV. 27.941 NAVD 29 PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED \\ 0 ��\� ��y Ilc ��V� j ��y WITH THEIR APPROXIMATE LOCATION AND EXTENT. QROFESS /O� w NNN uv uu lll��JJJ N is uuu uuu g 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR 9 ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT �O W ' q C WING WALL. 2.0 MILES S. �o T CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 3 TRACT 31681-3 3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD <U cP Z ALONG J WALL. 2.0 MST.ILES FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES / Q G� 50-200 IIIONROE STREET RESULTING FROM EXISTENCE OF UNDERGROUND Z INDIO, CA 92201 HWY. 111. THEN 2.0 MILES LOTS 117-119 AND LOTS 140-143 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO Z PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. UTILITIES OR STRUCTURES NOT REPORTED TO THE 0 m HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W m WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE No. 26662 ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-16 •�{ AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO TIMOTHY R. JONASSON, P.E. RCE NO. 45843 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND PUBLIC WORKS DIRECTOR/ CITY ENGINEER �� CIVIL BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE q� �1Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE F CK SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STORUOCTIURES CONCERNED BEFOREISTARTIONG WORK. ENGINEER REVISIONS EXP. DATE 12/31/14 DATE: OF CALIF DATE: SCALE AS SHOWN FOR: W.O. FILE NO: APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE EX 8" DIP WATER MAIN r� CVWD DWG NO 35417 SHEE7 3_SEE n - / BURT HANADA DATE LES JOHNSON DATE / BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR 1 1 9 \/ 3 C $ 3\° CITY OF LA QUINTA CITY OF LA QUINTA 20.53 5.02 /o 1 34.29 L_ 5.30' ° 3319 TO w5 66 / 4 2$ 34 60 o FL -GB SC TOF 340 67 34 '34. NP 0�� - TOW 40.80 / 3.34 cn F 49 TOW 40.80 F� o r K �� 2.65% TOF 33.47 `fl /� �'GB 1 0� 3 SEE TOF 33.47 MIN 0.50 /o _� G 3� 0.5%� L=211.07 . �� . 33.24 p.S % _ NP 34.77 3.82 / ory TIC 2p �� 8p" 0. o FL -GB 22 =/ _ 0.50% 35.10 GF=435.40 ° / �� 9 H4P80 3 34.65 2 .9g 34.77 H P 4.35 /0 33.35 0 0 ` �� FL - 35.38 FF o\� T FL ° M N FS TC 33. 9 ^ <o r TOW40.6 0.5 / 33.37 T �• v� OF 33 7 34.48 35.38 TC •34 FS 4.52% 6. 8 FL 120 �' 33.43 33. 7 34 88 PLAN 23R TIC T Fg, B 2% 0"s% 7 ' 33 8 35.08 M/N 34.32 PE=435.40 pUF T 5-'2691, FS TOW 40.80 FL FF=436.00 L=10.96 GF=435.10 Q TOF 33.47 ^�h 78 3g T3 43 2moo 54.52 139 0� 34.77 9_ FL -GB \ PLAN 22R FL GB �8� 1S, 1 21•09' 5.51% ro- A/C PAD PE=435.10 A� 34.8j \ TYP. FF=435.70 34.77 HP10 ° 1 '. 33.64 F F�,GB TOw41 p_ o �� / Q 34.80 rn FL 0�- �- TOW 41.97 TC w 79 0/ \ 2. 0 cow' TOF 33 86 s - HP TOW 41.97 o IN ''-�- --'" I 0 5�� 35.33 1 TOF 33.97 ,, 0.5 MIN " �\�\2 70 D 34.47 TOF 33i7 �� L=212.06 FL -GB MH 33 1 35.20 24 �6 �( (� Coun ((�� .50% EX VALLEY GUTTER T HP[��DSING GOLF FL 0, 0.50/ 35.60 � oOu � 34.52 35.34 35.33 HP 33,,68 c 35.48 FL 0 0 FL � T FS 35.14 �� :_y:::'::•. �� 8.4 / r FS S� 5 0.5 /o MIN 2 (0' 33. 35.48 Q 34.36 ii FS / 34.87 FL 4 �% G F=435.50 FL T o y M- L=2.41 34.87 33.93 T3. 3 4 16% / FL -GB T FVV 1 138 TOF 33 869 34.68 �� 5� 5.51 / TC 33. OF 34.24 FL �� PLAN 23R ��' n 35.88 TC 4'�0 0 \ PE=435.50 ,�� 121GF=435.90 FS 7 24% i 8' 6 o FF=436.10 P 21 q �- 3 0 ` O Q 35.20 v PE=435.90 35.28 34.04 33. 2/ 35.22 00 0 FF=436.50 _ FL -GB 21.05, 5.60% TC TC 6.97° 35.58 FL -GB o•Sp C\ _ HP O 35.60 a ��° FS-G8 35.78 787 S7 HP 0.50% _�- �� TC0. FS 0 34.87 35.28 _ - - 0.50% 2.30 TOF 34.-80 11011 ?p- GF=435.80 O �� 0 FL TOW 41.80 0.5% i- TC �o ^°� J 35.50 p' TpF 4157 ?S o^o Oe 34.97 TOF 34.47 211.98 0.50% _ HP FL g 35.72 2 / 2 cry' �co GRADE TO DRAIN (TYP. ALL LOTS) 0.50 /o - ❑0 FL GB � 0" o L=8.97 36.00 A/C PAD F .28 36.08 ° 35.22 S N 34.74 29.99 35.55 �� 35.72 HP TYP. 2% FS-GB 3�� 34.28 34. 137 FL o S \^� �L FL 0.5% MIN FL GF=436.30 - TC �Q' TC 3 / Q o` 35.02 43o PLAN 22 T Tc _\° 1 F6Gg L �'j d PE=435.80 i „ FL 122 �, 0') � ?0 6.32% \ FF=436.40 PLAN 22R I CoV \ PE_436.30 �4 �° 8_� / 35.47 o.so° FF-436.90 I FL -GB �� TC r� 35.50 7.370 36.08 TOW 0 0 - HP q� 34.48\° FS OF 4j"97 �\ h TC 34. 34 64 Q L QJ 21.15' 4.94% TC l r GF=436.10 O t- 1g2 02 0\! 35.28 v 1 FL -GB T 8 S\o HP p FL ? 36.00 ° 34.56 T 36.08 H P 35.68 �" HP 0.50 /o �- TOW 42.09 TC FL 3 FS 0 5\_ 0' S=- 2. 5 TOF 34.76 EX VALLEY � 34.61 �(O GUTTER TOW 42.09 0.5%MIN �_ TC 35.47 TOF 34.76 3.2 % �,"' FL 35.14 35.26 N L-237.48 0.50% 35.97 34 3 v FLU' FL -GB FL 0 Sp T TO o.s% GRADE TO DRAIN (TYP. ALL LOTS) 36.30 GF=436.60 ° 2"g ° 35.47 136 TOF 47.s7 M/N 35.32 35.97 HP 36.58 3�� 34.73 4 ��° FL -GB PLAN 23 34 64 FL 34. 7 PE=436.10 5.7 - FS TC � 3 T ?p, 6.32% FL 0 5°� M N 40.30' 8�/ 1 d FF=436.70 0 �' 36.58 710 ° FS 3�� 34.82 35.87 �, 0.5 0 / v 123 /^� TC T 7 Z FL-GB36.48 TOlp'S % H .80 PLAN 23R '� 78/ N4 Fs TOF3 2.7 �� PE=436.60 4.84 Q �o FF=437.20 34 4 i r GF=436.50 u; 83 S6 0 5oi v' 35.47 5�o HP p 6 �� ,,'TFL- �; 35.97 �' 36.48 =„ o FL-GB 35.00 7i° N c, 21.87' 4.13% TC v FS �� 0.5\_ 'ry 35.97 36.30 1 35.06 35.87 24.73' v COURSE HP 0� -�- TOW 42.92 TC 35.0 FL 35.34 EASY G GOLF 4.92 __;- I 0 50% _ TOF 3 TC FL L=26� '�� 36.69 2.03% L=3 8 135 o"S%� o� R' TOW 42.92 0 5%� �_ �� FL -GB ,\p� 35. 4 2.60% 35.87 PLAN 23 T�F 42 7 iN 35.70 TOF 34.92 6.50 /o FL -GB TOE D� T _\ T 42 5 PE=436.50 34.g4 FL 35.42 �. �� 0 37.00 �, 35 9 4.03 OF S O FL _�� 0.50 /o HP _ T .0900 1 3S22 FF=437.10 L=4'"I'3 cr 35 3 L=47 36.68 EX 8" VCP SEWER MAIN 36 2 0 13 p•Spo l 5 FL 0.5°/ MIN FL CVWD DWG NO 35430 � F,58 F�'Gg 0 0 -� 36.20 57.67' of G8 H P 36.78 FS 0 Q� L A '79g81 35.87 yM. o"S % FL nE SuEET 36.50 0/ HP \_ 0.50 M/ � \N 36.22 FL S 72 UNDERGROUND SERVICE ALERT REQUIRED UTILITY REVISIONS o TO\ AFL CALL TOLL FREE �F ORE y TOF 342•SS L=1.54 �0 0 �G ,� -800- O2 ABANDON 4" SEWER LATERAL 522 F .97 0 03 ABANDON 1" WATER SERVICE 0 20 30 40 60 100 227 ® INSTALL 1" WATER SERVICE 2600 NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. SCALE: 1" = 20' 2 WORKING DAYS BEFORE YOU DIG I ( IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE n pp pp n pp p n pp ELEV. 27.941 NAVD 29 PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED 1 \\ 0 ��\� ��y Ilc ��V� j ��y WITH THEIR APPROXIMATE LOCATION AND EXTENT. QROFESS /O� w NNN uv uu lll��JJJ N is uuu uuu g 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR 9 ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT �� w WING WALL. 2.0 MILES S. �o , CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 3 TRACT 31681-3 4 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD <U (P G ALONG J WALL. 2.0 MST.ILES FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES / Q G) 50-200 WNROE STREET RESULTING FROM EXISTENCE OF UNDERGROUND 2 INDIO, CA 92201 HWY. 111. THEN 2.0 MILES LOTS 120-123 AND LOTS 135-139 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO Z PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. UTILITIES OR STRUCTURES NOT REPORTED TO THE (D m HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W rn WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE No. 26662 ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-16 � AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO TIMOTHY R. JONASSON, P.E. RCE NO. 45843 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND PUBLIC WORKS DIRECTOR/ CITY ENGINEER dl CIVIL BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE x- �1Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE F Q� SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STTRUOCTIURES CONCERNED BEFOREISTARTIING WORK. ENGINEER REVISIONS EXP. DATE 12/31/14 DATE: OF CALIF DATE: SCALE AS SHOWN FOR: W.O. FILE NO: UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�F ORE YO v o G 1-800- 227- 2600 2 WORKING DAYS BEFORE YOU DIG REQUIRED UTILITY REVISIONS O2 ABANDON 4" SEWER LATERAL 03 ABANDON 1" WATER SERVICE ® INSTALL 1" WATER SERVICE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE [PIP nq mm 1p r 7 6t I V� Z 0 /EX VALLEY GUTTER SECTION "B" - "B" DATE VELOPMENT DIRECTOR JTA MG GOLF COURSE YP. ALL LOTS) 30 40 60 100 SCALE: 1" = 20' ( IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE n pp pp n pp p n pp BM # P.D. 109-70 ELEV. 27.941 NAVD 29 � � PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED /O� ��y 111� � \\ 0 ��\�I E H a � NEE E RJR 109-70 CHISELED SQUARE ISSUED. WITH THEIR APPROXIMATE LOCATION AND EXTENT. QROFESS JV w NNN uv uu lll��JJJ uu s uuu uuu uu AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 9 �O w q C ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. FOR 5 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �o T <U cP Z CIVIL ENGINEERING • LAND PLANNING AMENDMENT NO. 3 TRACT 31681-3 UNDERSIGNED HARMLESS FOR ANY DAMAGES / Q G� 50-200 WNROE STREET ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF 2 INDIO, CA 92201 HWY. 111. THEN 2.0 MILES LOTS 124-126 AND LOTS 132-134 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE m C� m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. HEREON. IN THE EVENT OF DISCREPANCIES IC THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W m No. 26662 WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-16 � AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO TIMOTHY R. JONASSON, P.E. RCE NO. 45843 BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE PUBLIC WORKS DIRECTOR/ CITY ENGINEER �� q� CIVIL PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE REVISIONS APPR DATE DATE: �1Q F C OF CALIF SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STTRUOCTIURES CONCER CONCERNED BEFOREISTARTIING WORK. ENGINEER EXP. DATE 12/31/14 DATE: SCALE AS SHOWN APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE BURT HANADA BUILDING OFFICIAL CITY OF LA QUINTA UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�F ORE YO v o G 1-800- 227- 2600 2 WORKING DAYS BEFORE YOU DIG 0 DATE LESJOHNSON COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA EVISIONS \PPROVAL REQUIRED. SECTION "B" - "B" DATE 30 40 60 100 SCALE: 1" = 20' ( IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE n pp pp n pp p n pp BM # P.D. 109-70 ELEV. 27.941 NAVD 29 � � PRECISE GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED /O� ��y 111� � \\ 0 ��\�I E H a � NEE E RJR 109-70 CHISELED SQUARE WITH THEIR APPROXIMATE LOCATION AND EXTENT. QRQFESS JV w NNN uv uu lll��JJJ uu s uuu uuu uu ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 9 �O w q C %� CIVIL ENGINEERING • LAND PLANNING ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. FOR 6 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� t�� FROM ALONG JATHEN AMENDMENT NO. 3 TRACT 31681-3 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES / Q G� 50-200 I, STREET Z CA 9 HWY. 111. THEN 2.0 MILES 0 LOTS 127-131 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE Z (D m PH: (760) 275-1553 : (76) 5-15 W. ALONG AVE. 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE W m No. 26662 WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED EXP. 3-31-16 � AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO TIMOTHY R. JONASSON, P.E. RCE NO. 45843 BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE PUBLIC WORKS DIRECTOR/ CITY ENGINEER dl Ix CIVIL�1Q IN THE SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 6 SHTS. PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 MARK BY DATE REVISIONS APPR DATE SCALE: ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DATE: F C OF CALIF FOR: W.O. FILE NO: ENGINEER PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STORUOCTIURES CONCERNED BEFOREISTARTIONG WORK. EXP. DATE 12/31/14 DATE: SCALE AS SHOWN DIRECTOR'S HEARING PH 2 STAFF REPORT DATE: MAY 20, 2015 CASE NUMBER: TENTATIVE PARCEL MAP 36895 (TPM 2015-0002) APPLICANT: ANGELA DORF PROPERTY OWNER: MICHAEL AND SUSAN CLARK REQUEST: SUBDIVIDE TWO PREVIOUSLY -MERGED LOTS BACK TO PREVIOUS CONFIGURATION CEQA: EXEMPT FROM FURTHER ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15315 (CLASS 15 - MINOR LAND DIVISIONS) LOCATION: 77-192 CALLE FLORA; LOTS 14 AND 15 IN THE ENCLAVE ON THE NORTH SIDE OF CALLE FLORA LEGAL: APN: 658-210-042 RECOMMENDED ACTION: Approve Tentative Parcel Map 36895, subject to the attached Findings and Conditions of Approval. EXECUTIVE SUMMARY: The applicant proposes to subdivide an approximately 0.58-acre parcel into two parcels within the Enclave residential development (Attachment 1). Staff supports the proposal and has no significant issues with the proposed subdivision. BACKGROUND: The Enclave, located within the La Quinta Resort, consists of a private residential community (Attachment 2). The subject property is located within the community, which was previously subdivided as part of Tract 21120. The property consists of a single vacant lot which was previously created through the merger of two adjacent individual lots in 2002. PROPOSAL & ANALYSIS: Tentative Parcel Map 36895 proposes to subdivide the 25,279 square foot Page 1 of 2 property into two parcels, Parcel 1 at 13,005 square feet and Parcel 2 at 12,273 square feet in size (Attachment 3). The lots are the same size and configuration as the lots originally created by TR 21120, prior to the subsequent parcel merger. The proposed division does not modify any circulation, utility service, density or other design element of the originally approved tract map. The design of Tentative Parcel Map 36895, as conditioned, conforms to current state, regional, and local design guidelines and standards including those of the City of La Quinta General Plan and Municipal Code, as well as the La Quinta Resort Specific Plan. The proposed site design incorporates street and parcel designs consistent with that of the previously approved tract map, is in compliance with applicable General Plan goals, policies, and development standards, and will utilize existing circulation, infrastructure, and utilities determined to be adequate to serve the original density and lot configuration of the previously approved tract map (TR 21120). Furthermore, the Enclave Homeowners Association has reviewed and accepted the proposed subdivision (Attachment 4). AGENCY AND PUBLIC REVIEW: Public Agency Review: This request was sent to all applicable City departments and affected public agencies on March 16, 2015. All written comments received are on file and available for review with the Community Development Department. All applicable comments have been incorporated in the recommended Conditions of Approval. Public Notice: This project was advertised in The Desert Sun newspaper on May 8, 2015, and mailed to all property owners within 500 feet of the site. To date, no comments have been received from adjacent property owners. Any written comments received will be handed out at the hearing. ENVIRONMENTAL REVIEW The City of La Quinta Community Development Department has determined that this project is Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15315 Class 15 (Minor Land Divisions). Report prepared by: Jay Wuu, AICP, Associate Planner Attachments: 1 . Project Information 2. Project Area Site Map 3. TPM 36895 4. HOA Acceptance Letter Page 2 of 2 FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 1 of 9 FINDINGS A. The proposed tentative parcel map is consistent with the city General Plan. The proposed map conforms to the design guidelines and standards of the General Plan for Low Density Residential designated properties, as set forth in the Land Use Element while maintaining residential development standards including setbacks, pad elevations, and other design and performance standards that assure a high quality of development. Furthermore, the lots proposed are the same size and configuration of the previously -approved lots prior to their merger, and comply with the standards of the La Quinta Resort Specific Plan B. The design or improvement of the proposed tentative parcel map is consistent with the city General Plan in that its street and parcel design are in conformance with applicable goals, policies, and development standards, and will provide adequate infrastructure and public utilities. C. The design of the tentative parcel map and the proposed improvements are not likely to cause substantial environmental damage nor substantially injure fish or wildlife or their habitat. The City of La Quinta Community Development Department has determined that this project is Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15315 Class 15 (Minor Land Divisions). D. The design of the tentative parcel map and the proposed improvements are not likely to cause serious public health problems. As conditioned, the proposed tentative parcel map will not result in any increased hazard to public health or welfare, as the design has been reviewed by the appropriate responsible agencies for health and safety issues, with none identified. E. The site of the proposed tentative parcel map is physically suitable for the type of development and proposed density of development. As conditioned, the proposed design of the subdivision is physically compatible with the site with regards to level topography for the type of land use designation and potential development of the subject property, and in consideration of existing residential development in the surrounding area. F. As conditioned, the proposed tentative parcel map is consistent with all applicable provisions of this title and the La Quinta Zoning Ordinance, including, but not limited to, minimum lot area requirements, any other applicable provisions of this code, and FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 2 of 9 the Subdivision Map Act. G. As conditioned, the design of the tentative parcel map will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision, for access through or use of the property within the subdivision in that none presently exist and access is provided within the project and to adjacent public streets. CONDITIONS OF APPROVAL GFNFRAL 1 . The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Tentative Parcel Map, or any Final Map recorded thereunder. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Tentative Parcel Map, and any Final Map recorded thereunder, shall comply with the requirements and standards of Government Code § § 66410 through 66499.58 (the "Subdivision Map Act"), and Chapter 13 of the La Quinta Municipal Code ("LQMC") . The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-guinta.org. 3. This Tentative Parcel Map shall expire on May 20, 2017, two years from the date of Director's Hearing approval, unless recorded or granted a time extension pursuant to the requirements of La Quinta Municipal Code 13.12.160 (Extensions of time for tentative maps). 4. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 3of9 Plan(WQMP) Exemption Form — Whitewater River Region, Improvement Permit► • La Quinta Community Development Department • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvement plans for City approval. 5. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). 6. Approval of this Tentative Parcel Map shall not be construed as approval for any horizontal dimensions implied by any site plans or exhibits unless specifically identified in the following conditions of approval. 7. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 4 of 9 PROPERTY RIGHTS 9. Conferred rights shall include approvals from the HOA over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. 10. The applicant shall offer for dedication on the Final Map a ten -foot wide public utility easement contiguous with, and along all private streets. Such easement may be reduced to five feet in width with the express written approval of IID. 1 1 . The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas on the Final Map. 12. The applicant shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. 13. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the Tentative Parcel Map and the date of recording of any Final Map, unless such easement is approved by the City Engineer. 14. Improvements including sidewalks shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. Improvement plans shall be stamped and signed by engineers and other professionals registered in California. 15. Prior to the City's approval of a Final Map, the applicant shall furnish accurate mylars of the Final Map. The Final Map shall be 1 " = 40' scale. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refer to persons currently certified or licensed to practice their respective professions in the State of California. FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 5 of 9 16. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). 17. The following plans shall be submitted to the Building and Safety Division for review and approval. The plans shall utilize the minimum scale specified, unless otherwise authorized by the Building Official in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On -Site Residential Precise Grading Plan 1 " = 30' Horizontal Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. Grading plans shall normally include perimeter walls with Top Of Wall & Top Of Footing elevations shown. All footings shall have a minimum of 1-foot of cover, or sufficient cover to clear any adjacent obstructions. 18. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the "Plans, Notes and Design Guidance" section of the Public Works Department at the City website (www.la- quinta.org). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 19. The applicant shall furnish a complete set of all approved improvement plans on a storage media acceptable to the City Engineer (currently mylars). 20. Upon completion of construction, and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer of Record during the construction phase of the project so that the FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the Engineer of Record may submit a letter attesting to said fact to the City Engineer in FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 6 of 9 lieu of mylar submittal. GRADING 21. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 22. Prior to occupancy of the project site for any construction, the applicant shall obtain a grading permit approved by the City Engineer. 23. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by a professional registered in the State of California, All grading shall conform with the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. A statement shall appear on the Final Map that a soils report has been prepared in accordance with the California Health & Safety Code § 17953. 24. Building pad elevations on the grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the tentative map, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 25. The applicant shall minimize the differences in elevation between the adjoining properties and the lots within this development. 26. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Tentative Parcel Map, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 27. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 7 of 9 Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. The data shall be organized by lot number, and listed cumulatively if submitted at different times. DRAINAGE 28. Stormwater handling shall conform with the approved hydrology and drainage report for the Santa Rosa Cove, TM 21120. Nuisance water shall be disposed of in an approved manner. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 29. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 30. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board - Colorado River Basin (CRWQCB-CRB) Region Board Order No. 137-2013-001 1 and the State Water Resources Control Board's Order No. 2009- 0009-DWQ and Order No. 2010-0014-DWQ. UTII ITIFS 31. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 32. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. MAINTENANCE FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 8 of 9 33. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 34. The applicant shall make provisions for the continuous and perpetual maintenance of perimeter landscaping up to the curb, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 35. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. FIRE DEPARTMENT 36. Effective January 1 st 2013 all one/two family dwellings and townhouses will require an automatic residential fire sprinkler system designed and installed in accordance with section HCD R313.3 or NFPA 13D. 37. For residential areas, approved standard fire hydrants, located at each intersection and spaced 500 feet apart with no portion of any lot frontage more than 165 feet from a hydrant. Minimum fire flow shall be 1000 GPM for a 2-hour duration at 20 PSI. 38. For any buildings with public access, provide or show there exists a water system capable of delivering a fire flow 1000 gallons per minute for 2 hours duration at 20 psi residual operating pressure, which must be available before any combustible material is placed on the construction site. 39. Prior to building plan approval and construction, applicant/developer shall furnish two copies of the water system fire hydrant plans to Fire Department for review and approval. Plans shall be signed by a registered civil engineer, and shall confirm hydrant type, location, spacing, and minimum fire flow. Once plans are signed and approved by the local water authority, the originals shall be presented to the Fire Department for review and approval. 40. Prior to issuance of building permits, the water system for fire protection must be provided as approved by the Fire Department and the local water authority. FINDINGS AND CONDITIONS OF APPROVAL — RECOMMENDED TENTATIVE PARCEL MAP 2015-0002 (TPM 36895) THE ENCLAVE ADOPTED: MAY 20, 2015 Page 9 of 9 41. Fire Apparatus access road shall be in compliance with the Riverside County Fire Department Standard number 06-05 (located at www.rvcfire.org). Access lanes will not have an up, or downgrade of more than 1 5%. Access lanes will be designed to withstand the weight of 80 thousand pounds over 2 axles. Access will have a turning radius capable of accommodating fire apparatus. Access lane shall be constructed with a surface so as to provide all weather driving capabilities. 42. All structures shall be accessible from an approved roadway to within 150 feet of all portions of the exterior of the first floor. ATTACHMENT 1 Project Information CASE NUMBER: TENTATIVE PARCEL MAP 36895 (TPM 2015-0002) APPLICANT: ANGELA DORF PROPERTY OWNER: MICHAEL AND SUSAN CLARK ENGINEER: ANGELA DORF REQUEST: SUBDIVIDE TWO PREVIOUSLY -MERGED LOTS BACK TO PREVIOUS CONFIGURATION LOCATION: 77-192 CALLE FLORA; LOTS 14 AND 15 IN THE ENCLAVE ON THE NORTH SIDE OF CALLE FLORA GENERAL PLAN DESIGNATION: LOW DENSITY RESIDENTIAL ZONING DESIGNATION: LOW DENSITY RESIDENTIAL SURROUNDING ZONING/LAND USES: NORTH: GOLF COURSE EXISTING GOLF COURSE SOUTH: LOW DENSITY RESIDENTIAL EXISTING PRIVATE RESIDENCE EAST: LOW DENSITY RESIDENTIAL EXISTING PRIVATE RESIDENCE WEST: LOW DENSITY RESIDENTIAL EXISTING PRIVATE RESIDENCE TPM 36895 Project Area Site Map ATTACHMENT 2 W+E D n 2 m May 20, 2015 N City of La Quinta Planning Division Community Development Department ATTACHMENT 3 LOT 32 &VA M\I �No,_�1.\] �U! 1 • BEING A SUBDIVISION OF PARCEL MERGER 2002-392, RECORDED MARCH 15, 2002 AS INSTRUMENT N0. I33486, RECORDS OF RIVERSIDE COUNTY, CALIFORINIA, BEING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 6 EAST SAW SERINARDINO MERIDIAN z N O Q O O rn YN N LOT 33 3' RETAINING WALL ON PL - POOL/SPA ADJACENT NOTE- THEPURPOSE OF THIS TENTA TIVAEIWAP IS TO REPLACE THEL OTL/NE SETWEENL OTS 14AND 15, AS SHOWN ON TRACTMAP21120, Mg 160181-83. THESE TWO L OTS WERE MERGED IN2002AND THE OT OWNER WOULD LIKE TO REPLACE THE OT L/NE /N /TS ORIGINAL L OCA T/ON. EXISTING EASEMENTS OF RECORD: LEGEND: THE ONLY PLOTTABLE EASEMENT Of - RECORD IS ITEM J12, WHICH IS PLOTTED HEREON AND SHOWN AS A 3 PUE. BASIS OF BEARING: THE BEARINGS HEREON ARE BASED UPON THE CENTERLINE OF CALLE FLORA AS SHOWN ON TRACT NO. 21120, US 160/81-8J. RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, SHOWN AS N79 J9'06E EXISTING LOT LINES NEW LOT LINES DATE REVISIONS 215115 FIRST SUBMITTAL 3 5 15 SECOND SUBMITTAL 4 9 15 THIRD SUBMITTAL 4113115 FOURTH SUBMITTAL LOT 34 SERVICES: POWER/ELECTRICITY IMPERIAL IRRIGATION DISTRICT 81600 AVE. 58 LA QUINTA, CA 92253 PHONE (760) J98-5811 SOUTHERN CALIFORNIA GAS COMPANY 75-095 MAYFAIR DRIVE PALM DESERT, CA 92211 PHONE (760) J41-45J4 WATER/SEWER COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058 COACHELLA, CA 92236 PHONE (760) 398-2651 z N O Q o COMMON LOT 38 (NOT A RESIDENTIAL BUILDING SITE) 0 N O TIME WARNER CABLE 41-725 COOK STREET PALM DESERT, CA 92260 PHONE (760) J40-1J12 TELEPHONE VERIZON 295 N. SUNRISE SCHOOL DISTRICT DESERT SANDS WAY PALM SPRINGS, CA 92262 UNIFIED SCH001 DISTRICT PHONE (760) 778-J627 47-950 DUNE PALM ROAD LA QUINTA, CA 9225J PHONE (760) 771-8518 GENERAL NOTES 11111111111111111111111110 PROJECT LOCATION FLORA z 0 CD z J = J � cf) Q U � AVENIDA FERNANDO w 50TH AVENUE Z w c� w VICINITY MAP NTS 1. FEMA ZONE X PER MAP NO 06065C2229G, DATED 8128108 2. EXISTING LAND USE - SINGLE FAMILY RESIDENTIAL/VACANT J. PROPOSED LAND USE - SINGLE FAMILY RESIDENTIAL 4. TOTAL AREA - 25,279.67 SF/0.58 ACRES, GROSS/NET 5. SEWAGE DISPOSAL AND WATER SUPPL Y PROVIDED BY C. V. W. D. 6. ALL UTILITIES ARE STUBBED OUT FOR EACH LOT. 7. NO NEW CONSTRUCTION PROPOSED. 8. ALL IMPROVEMENTS EXISTING 9. GAZEBO SHOWN ON PROPOSED PARCEL 2 WILL BE LEFT IN PLACE, THIS PARCEL IS IN ESCROW AND BUYER WOULD LIKE TO INCORPORATE INTO HIS BUILDING DESIGN. THIS WILL SHOW ON THE PRECIDE GRADING PALN FOR THIS LOT AT A FUTURE DATE. rg. 144 96 -4 -ram A w / No. �J Tit. Mo,14496-3 ,TR.N0.14496-1 i 1 � V � � i-1 TR• Nd. 14496-2 �. IN THE CITY OF LA OUIINTA RIVERSIDE COUNTY, CALIFORNIA TEN TA T1 VE PARCEL MAP NO. 36895 CelyJI\IaOWEDaaI[41_\a15 MICHAEL & SUSAN CLARK 58-63I BANFIELD DRIVE LA QUINTA, CA 9225J PHONE (760) 564-2501 CONTACT - MIKE CLARK SURVEYOR/MAP PREPARER: ANGELA E. DORF, PLS 206JJ SW ELK HORN CT. TUALATIN, OR 97062 PHONE (760) 641-1551 AVEN /OA FERNbAA100 ga rr� AVFJVuE VICINITY MA P WO SC,4LE 10. EXISTING SETBACKS SHOWN WERE OBTAINED FROM THE CITY OF LA OUINTA'S PUBLIC WORKS DEPARTMENT AND APPL Y TO THE EXISTING ENCLAVE SUBDIVISION. 11. THE EXISTING RESIDENCE ON PARCEL 1 WAS BUILD SEVERAL YEARS PRIOR TO THE PARCEL MERGER AND IS IN COMPLIANCE WITH ALL CITY ORDINANCES AT THE TIME OF CONSTRUCTION. 12. LOT COVERAGE FOR PARCEL I IS 499' ,ORI VE GRAPHIC SCALE SCALE 1"=20' 0 10 20 40 60 A.P.N. 658-210-042 3. EXISTING SETBACKS EXISTING AND PROPOSED - R-L FRONT- 20' SIDES.• 5' REAR- 10' GENERAL PLAN DESIGNATION: EXISTING AND PROPOSED - LDR TENTATIVE PARCEL MAP N0. J6895 FEBRUARY, 2015 0 N Q Qof w w L0 rn 00 ly- z J w U Q a_ w > Q z w Y g U W or Associa�' Desert Resort Management April 30, 2015 Michael and Susan Clark 58-631_Banfield Drive___ La Quinta, CA 92253 RE: 77192 Calle Flora Lot # 14 The Enclave — Santa Rosa Cove Estates HOA Dear Mr. & Mrs. Clark, ATTACHMENT 4 This is to inform you the Architectural Review Committee and the Board of Directors for The Enclave — Santa Rosa Cove Estates Homeowners Association met on Monday, April 27, 2015 to review your request to return your lot # 14 located at 77-192 Calle Flora, La Quinta, CA back to its original lot lines. After review and discussion, the Board of Directors unanimously approved your request as requested for you to return the lot #14 located at 77-192 Calle Flora back to its original lot configuration and any and all present or future plan designs must be submitted to the Association's Architectural Committee as outlined in the Associations CC&R's and Architectural and Landscape Guidelines. If you have any questions please call me at (760) 346-1161. Thank you for your patience during the review process. Sin rely, .arol Caihot n, CCAM® Community Association Manager For the Board of Directors & The Architectural Review Committee & Board of Directors The Enclave — Santa Rosa Cove Estates cc: Board of Directors 42-635 Melanie Place, Suite 103 Palm Desert, CA 92211 Telephone 760-346-1161 Associa' The leader in community association management 760-346-9918 www.drminternet.com www.associaonline.com PH 3 DIRECTOR'S HEARING STAFF REPORT DATE: MAY 20, 2015 CASE NUMBER: TENTATIVE PARCEL MAP 36836 (TPM 2015-0001) APPLICANT: JAMES R. PAUL PROPERTY OWNER: JAMES R. PAUL REQUEST: TO CREATE A ONE -LOT SUBDIVISION MAP FROM TWO EXISTING PARCELS, FOR CONDOMINIUM MAP PURPOSES TO ALLOW THE INDIVIDUAL SALE OF 19 EXISTING OFFICE SUITES AS COMMERCIAL CONDOMINIUM UNITS CEQA: EXEMPT FROM FURTHER ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15315 (CLASS 15 - MINOR LAND DIVISIONS) LOCATION: 79440 CORPORATE CENTRE DRIVE LEGAL: PARCELS 1 AND 2 OF CERTIFICATE OF COMPLIANCE 2000-020; TENTATIVE PARCEL MAP WAIVER 29896 RECOMMENDED ACTION: Approve Tentative Parcel Map 36836, subject to the attached Findings and Conditions of Approval. EXECUTIVE SUMMARY: The applicant proposes to subdivide two parcels consisting of approximately 3.1 acres into one condominium parcel, for the purpose of filing a 19-unit air space condominium plan (Attachment 1). Staff supports the proposal and has not identified any issues with the proposed subdivision. BACKGROUND: The subject property is the J. Paul Building, located at the northwest corner of Dune Palms Road and Corporate Centre Drive (Attachment 2). The site is improved with an existing 40,000 square foot office building built on two parcels, totaling approximately 3.1 acres. The site is entirely built out with building, landscaping and parking improvements. Page 1 of 3 PROPOSAL & ANALYSIS: Tentative Parcel Map 36836 proposes to combine two parcels into one condominium parcel (Attachment 3), in order to allow for sale of 19 existing lease spaces to individual buyers. This is an "airspace" map, wherein the underlying land and improvements, including the building, consist of an undivided interest in common, coupled with a separate interest in space, called a unit. The units will be created through an airspace condominium plan, to be filed through the California Department of Real Estate; the parcel map establishes the building and grounds as common interest area. There is no intent to construct or expand any new use(s) with this application; the applicant wishes to sell the existing lease spaces as individual units separately and therefore has submitted the parcel map to the City. The design of Tentative Parcel Map 36836, as conditioned, conforms to the design guidelines and standards of the City of La Quinta General Plan, Corporate Center Specific Plan and La Quinta Municipal Code. Staff has conditioned the proposal to submit their CC&R's to the city for review of the proposed maintenance provisions for the unit owner's association. AGENCY AND PUBLIC REVIEW: Public Agency Review: This request was sent to the appropriate commenting agencies on March 2, 2015. As all improvements and utilities are provided to the site as developed, a transmittal was made only to Public Works, Fire and Building for comments. The applicant will need to obtain clearances from all utility purveyors for any metering, billing change -outs or retrofit work associated with sale of the units. Public Notice: This project was advertised in The Desert Sun newspaper on May 8, 2015, and mailed to all property owners within 500 feet of the site. To date, no comments have been received from adjacent property owners. Any written comments received will be handed out at the hearing. ENVIRONMENTAL REVIEW The City of La Quinta Community Development Department has determined that this project is Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15315 Class 15 (Minor Land Divisions). Report prepared by: Wally Nesbit, Principal Planner Page 2 of 3 Attachments: 1 . Project Information 2. Project Location Map 3. TPM 36836 Exhibit Page 3 of 3 FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0001 JPM 36836) JAMES R. PAUL ADOPTED: MAY 20, 2015 Page 1 of 5 FINDINGS A. The proposed tentative parcel map is consistent with the La Quinta General Plan and the La Quinta Corporate Center Specific Plan. The proposed map incorporates existing fully developed improvements that are consistent with design guidelines and standards of the General Plan for General Commercial designated properties, as set forth in the Land Use Element, and the tentative map maintains commercial development standards including setbacks, pad elevations, and other design and performance standards set forth in the Corporate Center Specific Plan, as no changes to the existing built environment are proposed. B. The design or improvement of the proposed tentative parcel map is consistent with the La Quinta General Plan in that the property is developed by street and parcel improvements in conformance with applicable goals, policies, and development standards when the property was developed, and already provides adequate infrastructure and public utilities. C. The design of the tentative parcel map and the proposed improvements are not likely to cause substantial environmental damage nor substantially injure fish or wildlife or their habitat, in that the parcel map boundary incorporates an existing built -out condition. No development is proposed as part of the tentative parcel map. The City of La Quinta Community Development Department has determined that this project is Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15315 Class 15 (Minor Land Divisions). D. The design of the tentative parcel map and the proposed improvements are not likely to cause serious public health problems, as no development is proposed as part of the tentative parcel map. As conditioned, the proposed tentative parcel map will not result in any increased hazard to public health or welfare. E. The site of the proposed tentative parcel map is physically suitable for the type of development and proposed density of development. As conditioned, the proposed design of the subdivision is physically compatible with the site with regards to site characteristics (relief, drainage, etc.) and conforms to the existing development on the subject property, and existing development in the surrounding area. F. The proposed tentative parcel map is consistent with all applicable provisions of the La Quinta Subdivision Ordinance and the La Quinta Zoning Ordinance, FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0001 JPM 36836) JAMES R. PAUL ADOPTED: MAY 20, 2015 Page 2 of 5 including, but not limited to, applicable development standards of the Commercial Park zoning district, and complies with the Subdivision Map Act. G. As conditioned, the design of the tentative parcel map will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision, in that such easements presently exist and such access will be retained, as currently provided within the project and to adjacent public streets. CONDITIONS OF APPROVAL GENERAL 1 . The applicant agrees to defend, indemnify and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Tentative Parcel Map, or any Final Map recorded thereunder. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Tentative Parcel Map, and any Final Map recorded thereunder, shall comply with the requirements and standards of Government Code § § 66410 through 66499.58 (the "Subdivision Map Act"), Chapter 13 of the La Quinta Municipal Code ("LQMC"). The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.la-auinta.ora. 3. This Tentative Parcel Map shall expire on May 20, 2017, which is two years from the date of Director's Hearing approval, unless recorded or granted a time extension pursuant to the requirements of La Quinta Municipal Code 13.12.160 (Extensions of time for tentative maps). 4. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Improvement Permit) FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0001 (TPM 36836) JAMES R. PAUL ADOPTED: MAY 20, 2015 Page 3 of 5 • La Quinta Community Development Department • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvements plans for City approval. 5. Approval of this Tentative Parcel Map shall not be construed as approval for any horizontal dimensions implied by any site plans or exhibits unless specifically identified in the following conditions of approval. 6. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. 7. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0001 (TPM 36836) JAMES R. PAUL ADOPTED: MAY 20, 2015 Page 4 of 5 emergency services and for maintenance, construction and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. The applicant shall establish the aforementioned requirements in the right of way documents for the development or other agreements as approved by the City Engineer. Pursuant to the aforementioned, the applicant shall submit and execute an "AUTHORIZATION TO REMOVE GRAFFITI FROM PRIVATE PROPERTY" form located at the Public Works Department Counter prior to Certificate of Occupancy of future development. 9. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing parking, access aisles that access public streets and open space/drainage facilities of the development. Said rights shall also include reciprocal access and reciprocal parking rights within Tentative Parcel Map 36836 and easements for utility lines to the satisfaction of the City Engineer. 10. Where public facilities are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes on the Final Map. 11. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas on the Final Map. 12. Direct vehicular access to Corporate Centre Drive is restricted, except for those access points identified on the tentative parcel map, or as otherwise conditioned in these conditions of approval. The vehicular access restriction shall be shown on the recorded final parcel map. 13. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the Tentative Parcel Map and the date of recording of any Final Map, unless such easement is approved by the City Engineer. STREET AND TRAFFIC IMPROVEMENTS 14. The applicant shall comply with the provisions of LQMC Sections 13.24.060 FINDINGS AND CONDITIONS OF APPROVAL - RECOMMENDED TENTATIVE PARCEL MAP 2015-0001 (TPM 36836) JAMES R. PAUL ADOPTED: MAY 20, 2015 Page 5 of 5 (Street Improvements), 13.24.070 (Street Design - Generally) & 13.24.100 (Access for Individual Properties and Development). FINAL MAPS 15. Prior to the City's approval of a Final Map, the applicant shall furnish accurate mylars of the Final Map that were approved by the City's map checker on a storage media acceptable to the City Engineer. The Final Map shall be 1 " = 40' scale. MAINTENANCE 16. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 17. The applicant shall make provisions for the continuous and perpetual maintenance of common areas, perimeter landscaping up to the curb, access drives, sidewalks, and stormwater BMPs. 18. A property owner's association shall be established, and CC&R's shall be prepared for review and acceptance by the City. The CC&R's shall contain language defining responsibility for repair and maintenance of all common area improvements (i.e. exterior building, landscaping, hardscape, parking areas, etc.), including existing Automatic Fire Sprinkler Systems, Alarm Systems, access roads and or driveways, and including on site fire hydrants. The CC&R's shall provide for the ability of public agencies to enforce all local regulations and ordinances as are applicable to the property within the parcel map boundary. FEES AND DEPOSITS 19. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. 20. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). ATTACHMENT 1 Project Information CASE NUMBER: TENTATIVE PARCEL MAP 36836 (TPM 2015-0001) APPLICANT: JAMES R. PAUL PROPERTY OWNER: JAMES R. PAUL ENGINEER: WEDDLE SURVEYING AND MAPPING REQUEST: TO CREATE A ONE -LOT SUBDIVISION MAP FROM TWO EXISTING PARCELS, FOR CONDOMINIUM MAP PURPOSES TO ALLOW THE INDIVIDUAL SALE OF 19 EXISTING OFFICE SUITES AS COMMERCIAL CONDOMINIUM UNITS LOCATION: 79440 CORPORATE CENTRE DRIVE GENERAL PLAN DESIGNATION: GENERAL COMMERCIAL ZONING DESIGNATION: COMMERCIAL PARK (CP) SURROUNDING ZONING/LAND USES: NORTH: WHITEWATER CHANNEL - CVWD SOUTH: LA QUINTA VALLEY PLAZA EAST: VACANT - COMMERCIAL WEST: VACANT - COMMERCIAL SUBDIVISION INFORMATION: BEING A SUBDIVISION OF PARCELS 1 AND 2 OF CERTIFICATE OF COMPLIANCE 2000-020; TENTATIVE PARCEL MAP WAIVER 29896, RECORDED 1 1 /17/2000, INSTR. # 2000-0460294 OF OFFICIAL RECORDS ATTACHMENT 2 Location At Map TENTATIVE PARCEL MAP 36836 JAM ES R. PAUL ATTACHMENT 3 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE PARCEL MAP T C I NO. 36836 \\ I 30 15 30 BEING A SUBDIVISION OF PARCELS 1 AND 2 OF TENTATIVE PARCEL MAP WAIVER 29869, AS GRAPHIC30ALE SHOWN ON CERTIFICATE OF COMPLIANCE 2000-020, RECORDED 11/17/2000 AS INSTRUMENT NO. 2000-460294, OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA PL SECTION 29. TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. FOR CONDOMINIUM PURPOSES N UN/NG 4 / _ CO 4 w ��. ♦ � \\ \\ ON!N I // w\ /T� I / 11 � w\W (� II / If y o I I I °� W\ ww -(60)— Z 1 I I 6 1 I, I I 19 w\ wS7vQ c CONCR 10 24 18 17\ w ® //�' i►\ \ Ch/4N f \ r \ w l F N VN/NG L j I I I //\/1 , r�� / w___w O t 6`54 0,3• _ _ T \w 3 4 / � \ w u IfqC. /cF e ��% w\ ° 0 /I i \ (os® / I III I 3 13 NG' \ w J g%�� " I L� L L LEGEND EXISTING CURB & GUTTER PROPERTY BOUNDARY ® ■ ■ EXISTING SEWER LINE S EXISTING WATER LINE W EXISTING ELECTRIC UTILITY EXISTING WATER METER EXISTING TELEPHONE UTILITY ❑T EXISTING FIRE HYDRANT — W�- EXISTING WALL PROPERTY LINE PL PAD ELEVATION PE TOP OF CURB TIC RIGHT OF WAY R/W PUBLIC UTILITY EASEMENT PUE EXISTING ( ) EXISTING EASEMENT A EXISTING TRASH ENCLOSURE ERAS: NUMBER OF EXISTING PARKING SPACES EXISTING HANDICAP H PARKING SPACE PROPOSED CONDOMINIUM 19 UNIT I I \\ w H \�\ ��`1�l l 12 ,cF 11 \w\W\ w 661 w\ I yo (60\ w /� g �ti \ �I III r n II w\w\w�\ 8) 10 \w\w\ �J v J I 3 I I w\ If If w w / ` \ ❑6 \ w\ III .I 3 ILI I / �G� \w\W sos9 / / 0 / \\\ `�\ g� ❑7 5 w\w\ N �� ❑ w\�-- III �— II \' \ l jiVL- J� �,I r / , \ w g F�- 1 I 1 i 9 I I ♦ ♦1 \ \ 3 11 (Osg �� o l\w\w y y \\ ��` l\�J �JJ0' ❑4 3 II 1 �I 3 VI, r \\ �� _=� `♦ \\\Z 6\ F w\ 0 w l /\ rp SIT sF/Nge w\ �9'� / / \ \ \ o \ \ \ �/ / 2 3 121 32' w/ / �\ ♦ ♦ l j /ti gNVONF 4/NFW\ w y 3 I I 111 "9 w\ w \ y�\ 9 \ ` \ \ ` ` ® / yg60 D \ W\ ,�. \ \ \ \ \ E ` -1 26' 8' TYPE 110'1 III 44' 3 1 1 w\ \\\ ♦ 1 1 \ w\ w Q \ W\K \� \ \� ® ♦ \�� (O W\W o f \\\ `� I 3 II (o 9 \ w____ / 9 s: ® �) \ w\ l I I I j 1 13 w \ 3 q \ ��N� . \� w / \\ I \ \� \w \ O CCFS �p3'O' \� l l \w FS J \\ �� / \I 3 0ll 1 / II 3 \w\W\ 3\LNG S `�\ \' y �� _ fO°° W\ Q \\\\\ `�/I (nll 13 I I I� \ � w \ ♦ � wIf el- ------60s_ -----W\ 0\�\ ♦ ,� �_\\�(��59- W\w I o I II 3 O �. of \ \ 3\ w �' �\ �� l w C J O I I o I I I I \ F C I \w \\\ \\��1 ♦ ® �� \w\W\ \�\w F �\ �\ \� w 60 EASEMENTS w\w �\ ss\ss 3_ // I ♦ _ \ w� I 11 3 N \ III \W / 33 3333/ /� INDICATES ITEM LISTED IN PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN `� w\ 3i+333333 /' 3 s i w TITLE COMPANY, DATED SEPTEMBER 25, 2014: ` \ 4. AN RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY THE UNITED ss T5J' I , V STATES OF AMERICA IN THE PATENT RECORDED JULY 31, 1905 AS IN BOOK 3, w\ ss ` �[ v � PAGE 228 OF OFFICIAL RECORDS IS NOT PLOTTABLE FROM THE RECORD �� mow\ w O\- DOCUMENT. � f fll\ \ N w�N 56 1 J _ - R=468.- - - / <\y�' I 5. AN EASEMENT IN FAVOR OF COUNTY OF RIVERSIDE FOR HIGHWAY AND INCIDENTAL ��I f �I ,�I r W\ w \ � 5 CES- �'�� r �� \ ss` 9 PAC PURPOSES, RECORDED MAY 24, 1933 AS IN BOOK 122, PAGE 374 OF OFFICIAL J.�� _J- �L w\ w �� ENlIVG I 3 RECORDS DOES NOT AFFECT SUBJECT PROPERTY. .p �� , JL �� ` - -_ \ w ` =� 9 I I I I Sp, 6. THE TERMS AND CONDITIONS CONTAINED IN THE DOCUMENT ENTITLED JJJ/J ,l r� \ y` ` ss w� w� R_5p0� �� -—I �� —;� n UJ �� \� \_ w COMMERCIAL DOMESTIC WATER AND/OR SANITATION INSTALLATION AGREEMENT - RECORDED I q 2000 AS INSTRUMENT NO. 2000-233566 OF OFFICIAL _� w W W W JUNE 19, - - 3 = _ _ - - w w - w - w R.ECEIVED RECORDS IS BLANKET IN NATURE. - _ - - -- -I -� 3 q 7. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS IN THE DOCUMENT - - - - - I RECORDED NOVEMBER 21, 2000 AS INSTRUMENT NO. 2000-466111 OF OFFICIAL I >`A I I 3 RECORDS ARE BLANKET IN NATURE. L AAND EASEMENT IN FAVOR OF CITY OF LA QUINTA, A CALIFORNIA MUNICIPAL \ I 3 I ( of. LA QuiNTA DECEMBER CORPORATION,8,FOR 2 00 ASSTORM INS INSTRUMENT TIN AND NO. 2INCIDENTAL 000-489356 OFPURPOSES, OFFICIALRECORDED RECORDS. 7'1 2' 5' 20' 64, 20' 5' 1 2'�' \01 ` I I t N D I 15,IS j��T QABUTTERS RIGHTS OF INGRESS AND EGRESS TO OR FROM CORPORATE CENTRE I I DRIVE HAVE BEEN DEDICATED ON THE TENTATIVE PARCEL MAP 27896, EXCEPT AT STREET INTERSECTIONS AND ONE 35 FOOT ACCESS OPENING, AND HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED NOVEMBER 17, 2000 AS INSTRUMENT NO. 2000-0460294 OF OFFICIAL RECORDS. 10. THE FACT THAT THE LAND LIES WITHIN THE BOUNDARIES OF THE LA QUINTA REDEVELOPMENT PROJECT AREA NO. 1 AND 2, AS DISCLOSED BY THE DOCUMENT RECORDED OCTOBER 4, 2007 AS INSTRUMENT NO. 2007-0619749 OF OFFICIAL RECORDS IS BLANKET IN NATURE. 11. RIGHTS OF THE PARTIES IN POSSESSION. EXISTING AC PAVEMENT ?� MIN;—� �-- � 2% —� -' I,; I I IIII-1 EXISTING 6" CURB & GUTTER TYPICAL SECTION CORPORATE CENTRE DRIVE NTS CONTACT INFORMATION OWNER/DEVELOPER: JAM ES R. PAU L 55-585 CHERRY HILLS DRIVE LA QUINTA, CA 92253 PHONE: 760-360-5570 SURVEYOR: WEDDLE SURVEYING MAPPING, INC. P.O. BOX 10418 PALM DESERT, CA 92255-0418 PHONE: 760-360-5570 CONTACT: DAVID WEDDLE EMAIL: wedsurv®aol.com PROJECT INFORMATION PURPOSE: THE PURPOSE OF THIS SUBDIVISION IS TO CONVERT 19 EXISTING COMMERCIAL RENTAL UNITS, LOCATED ON 2 EXISTING PARCELS, TO 19 COMMERCIAL CONDOMINIUM UNITS ON 1 PARCEL. ADDRESS: 79-440 CORPORATE CENTRE DRIVE LA QUINTA, CA 92253 ASSESSOR'S PARCEL NUMBERS: 600-390-021 600-390-022 LEGAL DESCRIPTION BEING A SUBDIVISION OF PARCELS 1 AND 2 OF TENTATIVE PARCEL MAP WAIVER 29869, AS SHOWN ON CERTIFICATE OF COMPLIANCE 2000-020, RECORDED 11 /17/2000 AS INSTRUMENT NO. 2000-460294, OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA GENERAL PLAN DESIGNATION EXISTING: CP (COMMERCIAL PARK) PROPOSED: CP (COMMERCIAL PARK) ZONING EXISTING: CP (COMMERCIAL PARK) PROPOSED: CP (COMMERCIAL PARK) SPECIFIC PLAN SP 99-036 LA QUINTA CORPORATE CENTRE TOTAL AREA: GROSS & NET AREA = 135,234 SF (3.105 AC.) LOT 1 = 135,234 SF (3.105 AC.) LOT TOTALS BUILDABLE LOTS: 1 NON -BUILDABLE LOTS: 0 AVERAGE LOT SIZE: 135,234 SF MINIMUM BUILDABLE LOT SIZE: N/A PARKING SPACE TOTALS TOTAL EXISTING PARKING SPACES: 168 EXISTING HANDICAP PARKING SPACES: 8 UTILITY COMPANIES SEWER AND WATER: COACHELLA VALLEY WATER DISTRICT ELECTRICITY: IMPERIAL IRRIGATION DISTRICT TELEPHONE: VERIZON GAS: THE GAS COMPANY CAN: WARNER CABLE SCHOOLS: DESERT SANDS UNIFIED SCHOOL DISTRICT WATER SUPPLY: COACHELLA VALLEY WATER DISTRICT SEWAGE DISPOSAL: COACHELLA VALLEY WATER DISTRICT GENERAL NOTES 1) THERE IS NO CONTIGUOUS OWNERSHIP 2) LAND IS NOT SUBJECT TO OVERFLOW, INUNDATION OR FLOOD HAZARD 3) EXISTING USE: COMMERCIAL OFFICE SPACE 4) PROPOSED USE: COMMERCIAL CONDOMINIUMS SURROUNDING USE: NORTH: STORM CHANNEL; SOUTH: COMMERCIAL; WEST: VACANT; EAST: VACANT BENCHMARK BENCHMARK: PD 3-1-3 ELEV.: (92.067) LOCATION: 1" I.P. WITH COUNTY TAG 1963 IN HANDWELL AT THE INTERSECTION OF MILES AVE. AND ADAMS ST. PER CITY OF LA QUINTA DWG. NO. 02079 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE DERIVED FROM THE CENTERLINE OF CORPORATE CENTRE DRIVE AS SHOWN ON PARCEL MAP NO. 31172, RECORDED IN BOOK 206 OF PARCEL MAPS AT PAGES 92 AND 93, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; BEING N71'03'04"W. _"' STORM CH. CO OR rn RP ATE CEN�E o v ai a DR/zz � N z Q LL F- Hwy »i a 111 fN 3 w 0 VICINITY MAP LA QUINTA, CALIFORNIA N.T.S. COI