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MUP 2014-1008I Office Use Only 9 City of La Quinta 78-495 Calle Tampico La Quinta, California 92253 PHONE: 760.777.7125 FAX: 760.777.1233 Case Number Accepted Assigned 30 -Day By To Deadline Notes: MINOR USE PERMIT APPLICATION • RECEIVED AUG 2 0 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Planning Stamp Sections A, B and C are to be completed by the applicant in their entirety and shall be accompanied by all listed plans, studies, reports and exhibits listed in Section D unless specifically waived by the appropriate City staff member and noted thereon. SECTION A - PROJECT INFORMATION Project Name Project Description: APN #(s).- Site (s): Site Address/ Location: General Plan: Specific Plan: Signature at PGA WEST Model Home Complex for 3 Product Types (Haciendas, Estates and Villas) for a 230 Lot Subdivision 775-220-021 Lots 2, 3, 58, 59 and Unit #V95 of Tract No. 36537-1 PGA Specific Plan (Amendment SMng: PGA Specific Plan Proposed Phases: Proposed Use: Attached & Detached Single Family Related Cases: Homes Minor Use Permit Application Page 1 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\Applications\MUP\MUP Application - 05.20.13.doc I SECTION B - STATEMENT OF OPERATIONS. The purpose of this form is to provide a detailed statement outlining the day-to-day operation of the proposed project. Any approval related to this application will be based on the, information provided and will therefore be subject to the continued operation of the proposed project consistent with the information provided. Please be aware that any activities beyond those described here may result in the need to amend your use permit in the future, thus it is encouraged that the information provided be based on the ultimate operation level of the proposed use. Description of proposed use: Signature at PGA WEST Model Home Complexconsisting of a temporary sales office located in the garage of Lot 2, a temporary,ADA restroom. located in the garage of Lot 3, and a temporary design center located in the garage, of Lot 59 for the Hacienda and Estates development; and a temporary sales office in the garage of V95 and a temporary design center along t -h an ane roctreem located in the garage of V94 of Building 28 for the Villas development. Hours of operation: 10:00 am - 5:00 pm daily Number of employees: 8 maximum List any other local, state or federal licenses or permits required: City License #101491 Types of equipment and processes used: Office equipment Describe any,hazardous materials used, stored, or produced on-site: n/a Describe any other special characteristics specific to the proposed use: Minor Use Permit Application Page 2 of s City of La Quinta - Planning Department - 760.777.7125 05.20.13 PMpplication Submittal Form s\Applications\MUP\MUP Application - 05.20.13.doc SECTION C - APPLICANT/OWNER INFORMATION Applicant: California West Construction, Inc. (760) 918-6768 (Name) (Phone) mnettles@ 5927 Priestly Dr., Suite 110 Carlsbad, CA 92008 californiawestcommunities.con (Mailing Address) (Email) Owner(s): RREF II—CWC LaQ, LLC (760) 918-6768 (Name) (Phone) 5927 Priestly Dr., Suite 110 Carlsbad, CA 92008 Architect: (Mailing Address) (Email) (Name) (Phone) (Mailing Address) (Email) (California State License #) Applicant Certification I certify that / have read this application packet in its entirety and understand the City's submittal and review process and the requirements for this application. I further certify that each application item submitted as part of this application is consistent with the minimum required contents for that item as described in Section D of this application. / understand and agree that if during the processing of the application, it is determined the information does not strictly meet such standards or contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Planning Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulat' ns, Title 4, Section 15109. Applicant's Signature: Date: _'<//_3//Y Print Name: Donald W. Fontana Owner Certification l certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and l am authorizing and hereby do consent to the filing of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restrictions, limitations and construction obligations being imposed on this real p erty. Owner/Authorized Agent Signature*: Date: 9111-3115Z Print Name(s). Donald W. Fontana *An authorized agent for the owner must attach a notarized letter of authorization from the legal property owner. Any off-site worts identified on the plans must be accompanied by a statement of authorization with a notarized signature of the subject property owner. Minor Use Permit Application Page 3 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\Applications\MUP\MUP Application - 05.20.13.doc SECTION D - APPLICATION SUBMITTAL REQUIREMENTS APPLICATION SUBMITTAL REQUIREMENTS — INITIAL TO BE COMPLETED BY CITY STAFF Each of the following items is required for submittal unless a waiver is granted by City Staff. Any waiver # of E- must be confirmed by initialing of this form by the # of copies Waiver E >_ person granting the waiver prior to submittal. Please see p g g p paper in PDF format OK'd by Section D for the description and completion copies Ion CD- (initials) N requirements of each item. ROM) FS=Full Size /R=Reduced to 11"x17" FILING FEES 0 p Filing Fees Receipt 1 NA NA APPLICATION INFORMATION E] p Application w/Statement of Operations 1 1 NA E] p Site Photographs 1 1 PLAN SET E] p Index Sheet 1 FS/3R 1 p p Site Plan 1 FS/3R 1 NA E] p Floor Plan 1 Fs/3R 1 Additional information may be required based on review of the project description. Submittal waivers may be obtained through staff consultation, a pre -submittal meeting, or a preliminary review application. No applications will be accepted by mail. Minor Use Permit Application Page a of a City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:Wpplication Submittal FormsWpplicationsWUMMUP Application - 05.20.13.doc SUBMITTAL REQUIREMENTS - PRIOR TO HEARING # of E - The following items are to be submitted after the project is scheduled* for Planning # of copies in PDF Submitted Commission review and must be received by paper format the Planning Department at least 12 working copies (on CD - days prior to the scheduled PC meeting date. ROM) p. CEQA Filing Fees 1 NA Bound 11"x17' reduction of complete final Plan Set with 3 1 colored Site Plan Sheets Full size (not to exceed 24"x36") complete final Plan Set 1 NA with colored Site Plan Sheets *If these required items are not received by the Planning Department by the end of the day 12 working days before the scheduled PC meeting date, the project's review will be re -scheduled for a later date. SECTION E - SUBMITTAL ITEM DESCRIPTIONS FILING FEES Filing Fees are to be paid at the time of application. As part of the submittal process you will be asked to pay your fees at the Finance Department counter and return to the Planning Department counter with the receipt showing payment of fees which will be copied and submitted along with the other application materials. Additional environmental review related fees (if any) will be determined and payable at the time the application is determined complete. , REQUIRED AT TIME OF APPLICATION SUBMITTAL Minor Use Permit Application Fee: $200* REQUIRED AT TIME APPLICATION IS READY FOR FINAL REVIEW AND APPROVAL CEQA Filing Fee: $64** Required regardless of exempt status * Payable to City of La Quinta * * Separate cashiers check payable to County of Riverside APPLICATION INFORMATION Application: A City application form complete with all requested information and original signatures in Sections A, B and C provided. If you have any questions regarding filling out the Application, please contact the Planning Department at (760) 777-7125. Statement of Operations: The statement of operations portion (Section B) of the application describing various operational aspects of the proposed use shall be completed. Minor Use Permit Application Page 5 of s City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Form s\Applications\MUP\MUP Application - 05.20.13.doc Site Photographs: Provide one aerial view, at least one panoramic view of each side of the site, and specific views of any relevant or unusual features of the site. Printed images shall be at least 4"x6" and printed in color on 8'/z"x11" sheets. If you have any questions regarding the Site Photographs requirement, please contact the Planning Department at (760) 777-7125. PLAN SET Plan Set: A complete Plan Set shall contain one copy of each required sheet, map or plan in the order listed below, stapled together in the order prescribed as a comprehensive set, and folded so that the folded size does not exceed 9"x12", rolled plans will not be accepted. All maps/plans/sheets shall be drawn on uniform sheets no greater than 24"x36" (or as approved by the Planning Department prior to initial submittal). Each sheet shall be drawn clear and legible, be accurately scaled, fully dimensioned, drawn at the same scale unless otherwise instructed, and include all the information as described in this section for each particular item. Order of Plan Set Contents 1. Index Sheet 2. Site Plan 3. Floor Plan 1. Index Sheet The Index Sheet is the Plan Set's cover sheet and shall contain the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan sheet identification number (such as 11 for Index, Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, and telephone number of person preparing map o Name, address, and telephone number of owner, applicant, and/or agent • A data table formatted in the following order: o Assessors Parcel Number(s) (book, page and parcel number) o Legal description o Existing General Plan designation (and proposed if applicable) o Existing Zoning designation (and proposed if applicable) o Existing Specific Plan title and land use designation (and proposed if applicable) o Existing land use and proposed land use o Total net site area identified in square feet and acres o Total building area identified in square feet and percentage of net site area o Total parking area identified in both square feet and percentage of net site area o Identification of parking ratios required by City code and provided o Number of parking spaces required by City code and provided o Number of Americans with Disabilities Act (ADA) parking spaces required & provided o Occupancy classification (per California Building Code) o Type of construction (per California Building Code) • List of Plan Set sheets • Vicinity map identifying project boundary line and location within surrounding neighborhood. Minor Use Permit Application Page 6 of 8 City of La Quinta • Planning Department ■ 760.777.7125 05.20.13 P:\Application Submittal Form s\Applications\MUP\MUP Application - 05.20.13.doc If you have any questions regarding the above listed Index Sheet requirements, please contact the Planning Department at (760) 777-7125. 2. Site Plan The Site Plan shall be prepared by a qualified professional as stipulated by the California Business and Professions Code and shall include the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan name and sheet identification number (such as S1 for Site Plan Sheet 1) o Initial date of drawing and any subsequent revisions ' o Name, address, telephone number, signature and credentials stamp and license number of the person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent. • Graphic scale (engineering scale not to exceed 1" = 40') • North arrow (typically with North facing the top of the drawing)' • Location and dimension of all: o property lines o required and actual setbacks for building to property lines and buildings to buildings o structures o landscape areas o drive aisles, parking stalls, and loading areas o pedestrian pathways, including ADA horizontal path of travel o trash enclosures o storage areas 0 on-site fuel tanks (above or below ground) o freestanding signs o fire hydrants onsite and within 500' of the project site o walls and fences o public utilities o public improvements, include cross sections o structures, driveways, parking areas, trees and property lines within 50' of project site's perimeter boundary • Name, location and dimension of all adjacent public streets and ROWs • Type, height, and location of all street, parking and pedestrian lights • Identification of General Plan and Zoning land use designations and existing land use of project site and all adjacent properties • Identify interior and exterior turning radius dimensions at entries and drive aisles for emergency vehicle access • If the project includes any phasing of development the proposed phases, including public improvements, shall be identified on a separate site plan sheet with a table showing acreage, building square footage, number and type of units, and number of parking spaces per phase. If you have any questions regarding the above listed Site Plan requirements, please contact the Planning Department at (760) 777-7125. 3. Floor Plan The Floor Plan shall be prepared by a qualified professional as stipulated by the California Business and Professions Code and shall include the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project Minor Use Permit Application Page 7 of s City of La Quinta • Planning Department • 760.777.7125 05.20.13 R\Application Submittal Form s\Applications\MUP\MUP Application - 05.20.13.doc o Plan name and sheet identification number (such as F1 for Floor Plan Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, telephone number, signature and credentials stamp and license number of person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent o California License Stamp • Graphic scale (not smaller than the 1/4"=11') • North arrow (typically with North facing the top of the drawing) • Allocation and use of all interior and exterior space, including areas for waiting, gathering, eating,' storage or display of merchandise • Location of all walls, doors, and window openings If you have ,any questions regarding the above listed Floor Plan requirements, please contact the Planning Department at (760) 777-7125. REQUIREMENTS TO BE SUBMITTED PRIOR TO APPROVAL CEQA Filing Fees: Checks payable to County of Riverside in the amounts specified for the proposed Environmental Determination as identified by the Planning Department Minor Use Permit Application Page s of s City of La Quinta - Planning Department • 760.777.7125 05.20.13 P:\Application Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc Date -Paid: Wednesday, August 20, 2014 Paid By: CALIFORNIA WEST CONSTRUCTION Cashier: W.NE Pay --Method: CHECK 10209 Printed: Thursday, August 21, 2014 2:42 PM 1 of 1 Date Paid: Wednesday, May 27, 2015 Paid By: RREF II -CWC LAQ, LLC Cashier: MRA Pay Method: CHECK 10870 Printed: Wednesday, May 27, 2015 9:44 AM 1 of 1 Apm!*AANJF RRBF11-CWCbtQ LLC-5927Prieti l,Dr.,Ste.110 i._CITY OF LA QUINTA DATE INVOICE NO _ DESCRIPTION INVOICE AMOUNT 4-29-15 3733 271 MDL COMPLEX DEPOSIT 1000.00. CHECKCHECK 4-30-'15 i 10870, TOTAL> 1000.00 DATE.. NUMBER PLEASE DETACH AND RETAIN FOR YOUR RECORDS I THE FACE OF THIS DO U�9EN1 I C OLOiiL(5 BACKGROUND ON WHITE�PAP! R !t� A RREFH- CWC LaQ, LLCM" US Bank ..ort : 9U 3582 DATE CHECK NO :,AMOUNT; 4-3Q 15 10870 *14000 00.. One thousand dollars and no cents} a r PAY CITY -OF LkaUINTA I TO THE .ORDER OF k e. THE (JACK OF li "V-11 V111 THIS DOCUMENT CONTAINS AN Ai r I4 At IhATE �,Nill�ii< i 4f7t:i)ATAN ANGLE TO VIEW ...._. ....�.._, ..... ... ...... E I i January 9, 2015 Ms. Mary Nettles FILE COPY California West Construction Inc. 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008 SUBJECT: MINOR USE PERMIT 2014-1008 THE SIGNATURE MODEL COMPLEX — LOTS 1-3, 58-60 & 94; TR 36537 Dear Ms. Nettles: The Community Development Department has reviewed and approved your request for a model home complex on the subject properties (Signature at PGA West), to include a 1,440 s.f. welcome center and integrated sales office and design centers for Estates, Haciendas, and Villas residential unit plans, as per approved Exhibit A and subject to the following Conditions of Approval: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated. The deposit will be refunded when all model home improvements have been removed or converted as necessary to standard R1 occupancy. 2. ADA accessible route(s) throughout the model complex area shall be provided and maintained as per the approved grading plans, and as may further be required by the Public Works Department and the Building Division. 3. Any modification(s) to a residential unit for sales office use requires submittal, review and approval by the Building Division of the Community Development Department. For specific permit requirements, please contact the Building Division at (760) 777-7125. 5. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 6. The use of the model home complex shall be in compliance with all requirements as may be imposed by the Riverside County Fire Department. They can be reached at 760-863-8886. • Approved standard fire hydrants shall be located at each intersection and spaced 500 feet apart with no portion of any lot frontage more than 250 feet from a hydrant. Minimum fire flow shall be 1000 GPM for a 2 -hour duration at 20 PSI. • 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. 78-495 Calle Tampico I La Quinta I California 92253 1 760.777.7000 1 www.La-Quinta.org • Mount blue dot retro -reflector pavement markers on private streets, to indicate location of the fire hydrants. It should be 8 inches from centerline to the side that the fire hydrant is on, to identify fire hydrant locations. 7. The following advertising devices or activities are expressly prohibited within or ,outside the project: banners, balloons,, portable trailer signs, or human indicators/sign twirlers. As part of this model complex approval, up to eight (8) subdivision flags may be installed. Location, design and use of any flags shall be in conformance with LQMC Section 9.60.250.C. Signs proposed with the sign installation notes as shown on approved Exhibit A shall be submitted for review by the Planning Division prior to installation, and may require separate sign permitting. 8. The model home complex shall be permitted to remain for one (1) year, beginning from the date of this .approval, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period, upon written request from the property owner. No new application is required and no fee will be charged to extend this permit. 9. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees., The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add conditions to this application request to, mitigate any problems that may arise and are not addressed. herein. If you have any questions, please contact me at (760) 777-7069. Sincerely, Wallace Nesbit Principal Planner Encl. c: Building Division Public Works Department 78-495 Calle Tampico I La Quinta I California 92253 1 760.777.7000 1 www.La-Quinta.org Permit Number: MUP2014-1008 Applied: 8/20/2014 Issued: Status: SUBMITTED Parent Permit: Parent Project: Approved: Finaled: Description: SIGNATURE MODEL COMPLEX Site Address: City, State Zip Code:, CA Applicant: CALIFORNIA WEST CONSTRUCTION Owner: RREF II -CWC LAQ, LLC Contractor: <NONE> Details: Model Home Complex that consists of a temporary sales office, temporary ADA restroom, and temporary design center. LIST OF SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group: AUTO 8/20/2014 8/21/2014 8/22/2014 PL FILE CREATION BEATRICE ACOSTA COMPLETED Notes: 8/21/2014 8/25/2014 9/12/2014 PL ASSIGNMENT WALLY NESBIT ASSIGNED SIGNATURE -TO WN 8.22 Notes: Review Group: PL MUP 8/25/2014 9/9/2014 BUILDING BUILDING BUCKET SEE ATTACHMENTS Notes: 8/25/2014 9/9/2014 FIRE FIRE BUCKET SEE ATTACHMENTS Notes: 8/25/2014 9/9/2014 PLANNING PLANNING BUCKET Notes: 8/25/2014 9/9/2014 PUBLIC WORKS PUBBLIC WORKS UCKET Notes'; Printed: Monday, 25 August, 2014 loft Wally Nesbit From: Wally Nesbit Sent: Monday, May 04, 20155:04 PM To: Monika Radeva Subject: FW: Welcome center trailer. This will be in your box when you get back. It's for a model home. conversion deposit - No one else knows what to do with it?? Wallace Nesbit l Principal Planner City of La Quinta 78495 Calle Tampit6 La Quinta, CA 92253 Ph. 760,777,7069 wnesbit@la-guinta.org Website: www.la-guinta.org From: Mary Nettles[mailto:MNettles@CaliforniaWestCommunities. com] Sent: Monday, May 04, 2015 12:13 PM To: Wally Nesbit Subject: RE: Welcome center trailer Thank you! I will overnight the check so you will receive it tomorrow morning. From: Wally Nesbit [mai,Ito wnesbit..@Iq-quinta.org] Sent: Monday, May 04, 2015 11:47 AM To: Mary Nettles Subject: RE: Welcome center trailer ............. .......... . I 4-,� Ir wk\-� Go ahead and send to me; I'll figure out what we do with it. It's an old provision that should be a bond but it wasn't set up that way. Thanks, Wallace Nesbit (Principal Planner City of La Quinta 78495 Calle Tampico , La Quinta, CA 92253 . Ph. 760.777.7069 wnesbit@la-guinta.org Website: www.la-guinta.org From: Mary Nettles (mailta. MNettles.@CalifclrniaWestCommunities..com,] Sent: Monday, May 04, 2015 10:18 AM To: Wally Nesbit Subject: RE: Welcome center trailer Hi Wally, I would like to submit the cash deposit of $1,000 for the Minor. Use. Permit 2014-1008. Is that something I can overnight to your attention or do I need to submit that in person? Thanks! Mary • • From: Wally Nesbit[mailto:wnesbit(d)la-quinta.org] Sent: Friday, May 01, 2015 1:50 PM To: Mary Nettles. Subject: Welcome center trailer Hi Mary — see attached letter on models approval for Signature. Doesn't look like we got the bond amount with the model permits so it is requested now with the trailer: As a cash deposit is stipulated it would be paid to Planning. Not sure how we log it, receipt, etc. but will check with someone on Monday. Otherwise no other corrections. Any signs/flags to be used may need to be submitted separately, but I was just thinking we should get the Master HOA to sign off before we review them. Thanks — sorry I didn't get back to you sooner but I could not find the building file or my corrections on this one. Wallace Nesbit j Principal Planner City of La Quinti 7£395 Calle Tampico La CZuinta, CA 9225:3 Ph. 760.777.7069 wnesbit@la-guinta.org Website: www.la-quinta.ori,, 2 Wally Nesbit From: Sent: To: Cc: Subject: Chris - see below notations THX Wally Nesbit Tuesday, April 29, 2014 11:26 AM 'Chris Bergh' 'Mike Lake'; 'Liz Belloso' RE: The Signature - Building setbacks Wallace H. Nesbit, Principal Planner Community Development Department City of Ia Quinta 78495 Calle Tampico I -a Quinta CA 92253 Direct: 760-777-7069 Fax: 760-777-7011 email: wuesbiO la-miinta.ora From: Chris Bergh[mailto:cberghC@mdsconsulting.net] Sent: Monday, April 28, 2014 4:24 PM To: Wally Nesbit Cc: 'Mike Lake'; 'Liz Belloso' Subject: RE: The Signature - Building setbacks Wally, thank you for reminding me of that fact that we did not a new specific plan amendment. Would you please consider the following and let me know if we are consistent with the Existing Eden Rock SPA. Estates: Front to side loaded golf cart garage -10' SP overall min. SB is 10' Front to building or garage - 20' SP overall min. SB is 8' to bldg.; 10' to garage Side 5' SP overall min. SB is 4' Rear 10' SP overall min. SB is 10' Haciendas: Front to side loaded golf cart garage -10' SP overall min. SB is 10' Front to building or garage - 20' SP overall min. SB is 8' to bldg.; 10' to garage Side 5' SP overall min. SB is 4' -- &-C w/&c, A-Lr-o� 12--, 7-0 o' 6),v1-7 Rear 20' (interior lots) SP overall min. SB is 10' Rear 45' (PGA Perimeter lots) SP overall min. SB is 10' but the 4S' min. was agreed to with master HOA and we would not allow reduction here I don't think we have any issues with the Villas. Thank you again, Chris. (-/I LL -A -S 1 From: Wally Nesbit [mailto:wnesbit0la-quinta.org] Sent: Monday, April 28, 2014 3:36 PM To: Chris Bergh Cc: Mike Lake; Liz Belloso Subject: RE: The Signature - Building setbacks Chris — I think you are referring to Page 24 of the draft Signature SPA document that we never approved. We determined that Signature was consistent with the development standards of the existing Eden Rock SPA, even though the product types are very different. Because of that, it was determined that as long as a Signature product setback was no less restrictive that any of the corresponding setbacks listed, Signature would be considered consistent. As an example Eden Rock allows the least restrictive interior side yard for the Courtyard unit, at 4 feet. Because the Hacienda and Estate setbacks are 5 feet, they are consistent with that minimum side yard requirement. However, The SDP was approved at 5 feet, so an MBA to that SDP would need to be processed to go to the 4 foot minimum of the Eden Rock SPA In any event, you would need to apply for the appropriate minor adjustment to get the 10% relief from the Eden Rock standards, as there is no provision in the SP that addresses that. Wallace H. Nesbit, Principal Ylaiiiier Community Development Department City of La Quinta 784.9.5 Calle Tampico I.a Quinta CA 92253 Direct: 760-777-7069 Fax: 760-777-7011 email: wnesbiOla-aunita.ora d11 From: Chris Bergh[mailto:cbergh@mdsconsulting.net] Sent: Monday, April 28, 2014 12:51 PM To: Wally Nesbit Cc: 'Mike Lake'; 'Liz Belloso' Subject: The Signature - Building setbacks Hi Wally, I have a question for you regarding the building setbacks for The Signature. In the Specific Plan we have Development Standards — Table 3 (page 24) which call for 10 foot front and 20 foot rear setbacks for the Haciendas and Estates. The City's development standards typically allow for an encroachment of up to 10% into a setback, are we allowed that same 10% encroachment within The Signature? Please let me know. Thank you, Chris Bergh MDS Consulting 760-674-5776 PRIVATE CLUBHOUSE <Q. AVM 52 ti - AVENUE W . ..� AVEMIE 54 F++ G PROJECT_ SITE -P" { WEST YE6KOPF AME 58 VKWM MAP The SIGNATURE at PGA WEST TENTATIVE. TRACT No" 36537 CITY OF LA QUINTA; COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LOT AREA SUMMARY LECAL D 'TION A88ESSOR'S PARCEL NUMBERS 8 4EET IN -. PARCEL 2 OF LOT UNE ADJUSTMENT N0.-2004-411, RECORDED OCTOBER S. 2004 AS 775-220-021- - p INSTRUMENT NO. 04-0803272. OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOTS 1-64 MINIMUM LOT SIZE6,750 SF (50':135') LOIS 1-64 64 UNITS (THE ESTATES) GARAGE SPACES DRIVEWSTREETAPARKING (ONE SIDE) PACES135 SHEET 1 TITLE SHEET . ..�E�E�1�E�E�V/ SHEET 2 LOTS AND MEAS CONTIGUOUS OWNERSHIP, NOT A PART OF THIS SUBDIVISION.U IL 1 1 UnIL" SHEET 3 STREET SECTIONS AND DETAILS LOT K OF TRACT MAP NO. 29421, AS SHOWN BY MAP ON FILE IN 800K 297, PAGES 54 THROUGH 57, INCLUSIVE, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA LOTS 65-130 66 UNITS SLEET 4 TYPICAL LOT GRADING AND DETAILS 132 WATER; COACHELLA VALLEY WATER DISTRICT - SEWER: COACHELLA VALLEY WATER DISTRICT SHEETS 5-9 PRELIMINARY PRECISE GRADING _ GAS:SOUTHERN CALIFORNIA GAS COMPANY BEET10 - CONCEPTUAL PRECISE GRADING ELECTRIC: IMPERIAL IRRIGATION DISTRICT TYPICAL FOR VILLA LOTS 131-134 132 TELEPHONE VERIZON WIRELESS - CABLE N: TIME WARNER 120 240 480 EASEMENT NMS: EASEMENT NOTES: MMUNITY DEVELOPMENT I A MGM OF WAY FOR ORCHES AND CANALS, AS RESERVED Of THE UNITED STATES OF AMERICA 7 KA DESERT. HOLDER OF EASEMENTS FOR USE, ACCESS, OPERATIOI, MANTifNA a AND . ... N PATENT RECORDED DEC. 21, 1906, IN BOOK 3 OF PATENTS, PAGE 348. (NOT PIDTTABLE) CONSTRUCTN1N OF INFRASTRUCTURE RECORDED APRIL 8, 1996 AS INSTRUMENT N0. 125662, STATE OF CALIFORNIA O.R (BLANKET N NATURE) 2 A RICHT OF WAY FOR ITCHES AND CANALS, AS RESERVED BY THE UNITED STATES OF AMERICA SEPTEMBER 18, 2013 - N PATENT RECORDED NOV. 18, 1918, IN BOOK 7 OF PATENTS, PAGE 370. (NOT PLORABLE) 8 KSL DESERT, HOLDER OF EASEMENTS FOR USE, ACCESS, OPERATION, MAINTENANCE AND SHEET 1 OF 10 © AN EASEMENT GRATEo TO K.E. FIRSIOW FOR WATER PPEINE AND NCOENW- PURPOSES CM61RUCTION OF INFRASTRUCTURE RECORDED APRIL B. 1996 AS INSTRUMENT NO. 125663, O.R. (BLANKET N NATURE) ' RECORDED NOV. 16, 1951, IN BOOK 1319, PAGE 507, OF OFFICIAL RECORDS. _ CUT FILL LOTS 131-134 MINIMUM LOT SIZE 1.17 AC 9 MME POINTE PARTNERS, HOLDER OF FASEYENFS FOR INGRESS AND EGRESS AND UTDIRES PUBLIC VIM FASEY06T RESERVED BY THE CITY OF LA OLANTA N DEED RECORDED RECORDED OCTOBER 22. 2004 AS NSTRUMEM NO. 2004-0836421, O.R. (BLANKET N NATURE) JANUARY 19, 1985, AS INSTRUMENT NO. 82629, OF OFFICIAL RECORDS. . M EASEMENT N FAVOR OF COACHELLA VALLEY WATER DISTRICT RECORDED NOVEMBER 6, 1985 ' AS INSTRUMENT NO. 250850. OF OFFICIAL RECORDS. - - 6 AN EASEMENT N FAVOR OF PALTER CABLE VISION FOR CABLE FAC8M6 A D/OR ACQSS SHRINKAGE (2DX) - -27,429 C.Y. 0 C.Y. RGHTS RECORDED SEPTEMBER 1, 1992 AS NSMUMENT N0. 327813. O.R. TNOT FLoTTABM AVERAGE LOT SIZE 2.92 AC ATTWHMENT 4 GaEWL INFORMA,ION 1. EXISTWG GENERAL PLM: PGA SPECIFIC PLAN (AMENDMENT IV) 2. PROPOSED GENERAL PLAN: PGA SPECIFIC PLAN (AMENDMENT VIII) - 3. EXISTING ZONING- - TOURIST COMMERCIAL,/RESIDENTIAL SPECIFIC. PLAN (CT/RSP) _ 4. PROPOSED ZONING: TOURIST COMMERCNL/RESIDENTA. SPECIFIC PLAN (CT/RSP) 5. EXISTING LAND USE: VACANT 6. PROPOSED LAND USE: ATTACHED AND DETACHED SINGLE-FAMILY RESIDENTIAL - 7. ADJACENT LAND USE ' NORTH: GOLF COURSE/SINGLE-FAMILY RESIDENTIAL SOUTH: SINGLE-FAMILY RESIDENTIAL, GOLF COURSE AND FAGLffES EAST: GOLF COURS£ AND GOLF CLUB HOUSE FACR.111ES WEST: SINGLE-FAMILY RESIDENIAL.. . 8. ALL GRADED SLOPES WILL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE SHOWN AND APPROVED. - 9. THE APPLICANT/DEVELOPER RESERVE THE RIGHT TO FILE MULTIPLE FINAL MAPS FOR THE TENTATIVE . TRACT IMP, Pl)RSIIANT TO SECTION 66456.1 10. ALL LOCAL STREETS AND DRIVEWAYS PROPOSED ARE PRIVATE AND MAINTAINED BY AN APPROVED HOMEOWNER'S ASSOCIATION. 11. PAD AND FINISH FLOOR ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS 0.5 FEET OR MINUS 1.0 FEET. 12. PARK REQUIREMENTS M BE MET BY PAYING THE CITY'S IN UEU FEES, 13. THIS 6 AN APPLICATION FOR A DEVELOPMENT PERMIT. 14. ESTIMATED EARTHWORK QUANTITIES: SEE BELOW HEREON. 15. THERE ARE NO EXISTING HABITABLE STRUCTURES WITHIN THE TENTATIVE TRACT BOUNDARY 11- INI MMUM PRIVATE STREET GRADE IS 0.5R 17. THE APPUCANT/DEVELOPER RESERVES THE RIGHT M MERGE LOTS ON THE FINAL MAP(S). 18. THE EMSIING WELL ON-SITE HAS BEEN ABANDONED BY THE COACHELLA VALLEY WATER DISTRICT. 19. ALL IMPROVEMENTS REQUIRED BY THE CITY OF LA OUNFA SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER. 20. PROPOSED PRIVATE DRIVEWAYS SHALL NOT HAVE DIRECT ACCESS ONTO PGA BOULEVARD. 21. ALL PROPOSED LOT DIMENSIONS ARE APPROMMATE. 21. THE AERIAL TOPOGRAPHY WAS FLOWN AND COMPILED PHOTOGRAMMETRICALLY BY DON READ OORP ON 11/3/2004. 23. PROPOSED OPEN SPACE LOTS ARE PRIVATE AND SHALL BE MAINTAINED BY M APPROVED HOMEOWNER'S ASSOCIATION 24. THE PROPOSED PRIVATE RECREATION SITE SHALL BE CONSTRUCTED BY THE DEVELOPER AND. IWNTANED BY A HOMEOWNERS ASSOCIATION 25. SCHOOL DISTRICT: ELEMENTARY: DESERT SANDS UNITED SCHOOL DS MCT HIGH SCHOOL: DESERT. SANOS UNIFIED SCHOOL DISTRICT , 26. THE PRELIMINARY GEOTHECHNICALCOURSE REPORT.Q/SODENAS REPORT WAS PART OF THENGINEERS W_ DATED /E PGA WEST NIGGAUS DYE REPAREDUPDATED GEOTHECHNICAL PREPORT WAS PREPUARED BY SLADO ENCNNEERING,I DATED 610/14/2004. ,- LOT AREA SUMMARY PARKING SUMMARY r,i ove a m� i scxuEtx 0 PLANNERS ENGINEERS SURVEYORS p * Z LOTS 1-64 MINIMUM LOT SIZE6,750 SF (50':135') LOIS 1-64 64 UNITS (THE ESTATES) GARAGE SPACES DRIVEWSTREETAPARKING (ONE SIDE) PACES135 128 /1 v , '/� CD (THE ESTATES) MAXIMUM LOT SIZE 14,588 SF j CLUBHOUSE LOTS 65-130 66 UNITS GARAGE SPACES 132 AJ.. ^' - AVERAGE LOT SIZE 7,903 SF ( j (THE NACIENDAS) DRIVEWAY SPACES 132 1..1.. - LOTS 65-130 MINIMUM LOT SIZE 5,625 AC (45'x125') 120 240 480 The SIGNATURE at PGA WEST MMUNITY DEVELOPMENT /� EARTHWORK E"MATE: . ... (THE HACIENDAS) MAXIMUM LOT SIZE 10.820 AC STATE OF CALIFORNIA SEPTEMBER 18, 2013 AVERAGE LOT SZE 6,823 AC SHEET 1 OF 10 B4500\TENTATK TIN -01._ _ 9/Ig 13 ' _ CUT FILL LOTS 131-134 MINIMUM LOT SIZE 1.17 AC MASS EXCAVATKDN 137,143 C.Y. 58231 C.Y. (THE VILLAS) MAXIMUM LOT SIZE 4.05 AC SHRINKAGE (2DX) - -27,429 C.Y. 0 C.Y. AVERAGE LOT SIZE 2.92 AC - CLEARING (0.1') - 6768 C.Y. 0 C.Y. SUBSIDENCE (0.2') - 9,459 C.Y. 4,734 C.Y. - PAD OVEREK O 4' 155,639 C.Y. 186,767 C.Y. ' LM d A n A A �y NET TOTALS 249,126 C.Y. 249,732 C.Y. LPU�LJ OYMMME'1 E D r , .. BALANCED SITE LOTS ACREAGE PERCENTAGE Z - - - SINGLE-FAMILY DETACHED (THE ESTATES) 64 11.51 27.68 - SINGLE-FAMILY DETACHED. (THE HACENDAS) 66 10.34 24.64 - • SINGLE-FAMILY ATTACHED (THE NLLAS - 100 UNITS) 4 11.69 27.85 RECREATION SITE (LOT 135) 1 1 0.96 2.30 O ui DEVELQPM '- LOCAL STREETS W -'U 12 'M 5.41 12.90 ' - OPEN SPACE -CC' 17 GOLF COURSE PARKING LOT EXPANSION (LOT 136) 1 1.48 0_46 3.55 1_08 Q (�. POINTE LARSEN, LLC TOTAL NUMBER OF LOTS: 165 GROSS ACREAGE: 41.95 Ac: 41.95 100.00 -E � M "J M \^ 1022 S.W. SALMON, SUITE 450 - TOPOGRAPHIC CONTOUR INTERVAL: 1 FOOT Q PORTLAND, OR ,a FINAL MAP WILL INCLUDE LOTS, FOR CONDOMINIUM PURPOSES. PH: (503) 222-7258 FINAL MAP MAY BE RECORDED IN MULTIPLE PHASES. J (� FAX: (503) 222-4053 C✓ �� = DENSITY �' �� CONTACT: WAYNE REMBOFD. MANAGER 230 UNITS/41.49 ACRES - 5.54 UNITS PER ACRE (LOT 136 NOT INCLUDED IN OENSR CALCULATION) ® O \V Lu ( j ® PREPARED BY: ,- f,b llE PARKING SUMMARY r,i ove a m� i scxuEtx 0 PLANNERS ENGINEERS SURVEYORS p * Z PUBLIC LOIS 1-64 64 UNITS (THE ESTATES) GARAGE SPACES DRIVEWSTREETAPARKING (ONE SIDE) PACES135 128 /1 v 1�,, ' '/� CD t j CLUBHOUSE LOTS 65-130 66 UNITS GARAGE SPACES 132 AJ.. ^' Z Ev ; .. . ( j (THE NACIENDAS) DRIVEWAY SPACES 132 1..1.. TRACT MAP NO. 36537 CITY OF LA QUINTA 0 60 MOSEE f,b llE 30 r,i ove a m� i scxuEtx ra., rawr`mse PLANNERS ENGINEERS SURVEYORS m G> • STREET PARKING (ONE SXIE) 30 /�P' . 6� i - LOTS 131-134 `-` (THE NLlAS) 100 UNITS GARAGE SPACES DRIVEWACES GUEST A/SIREETP PARKING 200 - 0 58 + 4 AOA . LOT 135 PARKING LOT SPACES 15 + 2 ADA (RECREATION CENTER) STREETS A Q B PARKING 98 =P " No. 2039Eq•^ ,"., T KING . �'ECEIVE 230 UNITS TOTAL PARKING 956 + 6 ADA . 962 4jrj phA 9/18113 STANI£f C RCE 20596 041E TENTATIVE NOV 1:.4 2013 z TRACT MAP NO. 36537 CITY OF LA QUINTA 0 60 120 240 480 The SIGNATURE at PGA WEST MMUNITY DEVELOPMENT CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 1 OF 10 B4500\TENTATK TIN -01._ _ 9/Ig 13 ' _I _ I 1� f i' i/`%/ r`/ % LOT AREA BUA+p�AARY - 11� / �L .; f/f/ ; ' ^•' - - - LOTS ACREAGE - PERCENTAGE . - �I t'.H i r ,J / / ✓ r',•, �/ !• fr !i 18�ff&L LOTS T THROUGH 64 - (SFR -THE ESTATES) 64 11.61 27.86p LOTS r !- /✓ ! J%7' /% r // tiff: LOTS 6 5 THROUGH 1 31 THROUGH (30 SFA-THEVILLAS). � 6 DEVELOPER RESERVES THE RKNiO TO 4 11.9 � 27.85 ' I 1 i I t: J S O f _f ! rf// ✓ / r! / ff J/ ff�r, " COMBINE TWO F MORE GTS FOR - .. - - - ' SITE 1 0 / .96 2.30 . '1 O r�/ r ,r` /`Fr, THE PURPOSE OF CREATING LARGER LOT 135 - RECREATION `r,.%''/ # - _ LOT 136 - COLE COURSE PARKING IAT EXPANSION 1 0.46. 1.08 ,aJ4r/CUSTOM SINGLE FAMILY HOMESITES. LOTS A" THROUGH L- PRIVATE STREET LOTS 12 5.41 12.90 l; E ! '/ ' / / ✓/ `:� %f/ 'A' J / ^',, f/' _ +� LOTS M THROUGH CC - OPEN SPACE LOTS . 17 1.48 3.55 . TOTAL NUMBER OF LOTS: - 165 41.95 100.00 _ I I I I, J rri!/` 60/:` i.! `! /��`! ,P n,,r s✓�� - _ - .. GROSS Mme: ^ 41.95.AC. FINAL MAPWILLINCLUDE LATS 131-134 FOR CONDOMINIUM PURPOSES. x !>�!'�!, 'IZ105 `5F FINAL MAP MAY BE RECORDED IN MULTIPLE PH0.5E5: / f I 1 i 1 t: 19 ',r !f '� f � r r // ,% f\G / .r!!r�:✓/r' - LOT AREA SUMMARY b:f v/�//'n/// /,J/!f/#J r', ✓'/ r%//e'! /r/ B/! �i"//ir /i /' GOLF COURSEQ -64E1 . MINIMUM LOT SIZE 6,,750 SF (50x3') _.GEi�SIZE119SF ) VERA903 , I ��1' t I M q;{ f//�,////i y lr O�'.L:j+J, # i/frilr,r/ 1 fs ^y. ✓'f,1/ `,//f LOTS 65-130 MINIMUM LOT SIZE 5,625AC(45'x125') , ,.t ; t:, ,.i J rf `/! f `rr .F # /1O l ,, ,,., /, lr. B ?,r /✓, p ,. (THE HACIENDAS)- MAXIMUM LOT SIZE 10,820 AVERAGE LOT SIZE 6823 ' AC --1- �,, a ,, a fj,' , - 1 •r.. , f / e.,;,<; ,., f q.,3' /i,/,. , . �, / ,-,' ` .. :. 1 r ..r",;r/ / /•.. /;.j,`,P rr,�J,''J',. /-j; '/;` r',^`r7"��,''"*' '.; n -'�' LOTS 131-134 MINIMUM LOT SIZE 1.17 ac PRIVATE --- ./ tz,!' /s'!✓i; i.'°/ .. r�1 $. J:/. f'�r, •;' / r,Lb•'i' �r : ` /:%/✓ %s ,s" ",+. i, 24d 1'z r ""•:: ' <.:„., , (THE TOWN COLLECTION) MAXIMUM LOT SIZE 4,06 AL A CLUBHOUSE AVERAGE LOT 512E .2.92 AG _,t p � , ! ,/,,:, F! r ,°,,l# � !g , / / f/i/ �" o. : �,,/ rp /f / , � � 1st8' �19 •. : ^ a)rs s aTrs.sF e.e� r T• ----_� . � ( , ,, '/j'f / ,;r , ! ; , i' ` <1' i. � i:n. 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'+'•' s�, +4" q 1.,,;;; �G. / t..✓f f / : ,/ r /`' // '/.!/ r ,�/� ;f> { i 101.- NOTE: FOLLL MAP PHASING BOUNDARIES ARE ANTICIPATED TO \ \ `(. ✓ /,/,; '" r ,f/�'/ r'l.J�. ^„#`% :'^ , /f• Fj ,/fF IA,SF'III 2 , :7 r',I:. - - f F. t� G WLDOUT OF THIS PRDIECTTHIS- \ ,� t c '/!' .• .' / J : . /, .,, ,l,;i ;F., r!,' .�r / �r�.. �`s�`r~�t��, �+�:, „fir ra BE REVISED DURING THE B L� QLa�•. *�-r^„;7: - � �,rr',,a/ ,f � :,/. / ., l j� >f� .*r /+' , /✓ / / r r' /: � :.: . �a.��, =4 ;1° ^fix r:' .:,s <#a �°" �� - v � \ t.. J ,•. ,., /-'-✓- :'/-:- f.- J-. ,... :. f/ �._... ,..#'.� ,: r, o .� �-r.:. w fi'.. .r ,1 ",�� m, �� =�.'�h, '`€3',. ;. ,. , JJ : ,., .. !. ! ✓ . ,. _r t s . , ,.... :r %f'J _ -e _e. -._ a3 : 1 tr ,«. g, ,.B .ATS, l -`�--�-�-.. 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",... .,,.a 'S'. „ h,. ?;rh, x:7 _. *5k#... ri - ' e ,+ �, ,,, - :,,,h tai Sl Pv»kf ,..vY iT M* rh:...- Sh:e:,.0 < F ' i, ✓y .;f ' ,:Y .�%w PUBLIC - ' , '.I ^ :•: LOT O LATr9 . rM^::6<.,,. ..., ,L"Ig ,¢,r . ., Jr . .ry x .,.-,.ir�i ^,,,... ,f aur,a?ia. .,..-.m.. -E .�` nwd., kr'�L ..mr r.,T. xF .--. ¢ �, :as,.. .,...... f, /!'l/ L".'�L' .r',�'., ,.: �,��.��: .e.,^ -„ ,,^s,#' >w.'.w�'•>t � �" ,„3'` .,e, .. ih •CLUBHOUSE ' • . :.I r �s: - �, '"+:� .,-��.�"� �)•'i.1,. ,... -.wr .c ... -.� � " �-. Nom., -mss: -. >:a� srr �.', �v' <_ ,130 ..��_ a * ,; , . r: _ ,.,.,L �.,x,.u!,r::`. - t.. :.•bl, , „s.,t ra... .. 1, _ � _. , ,. ,.� ,�- �,:,�. , „ :, ..x � , , , . � .,., „ .. "�,�- 8�'T. � ��. ` nes � �• , r ) .. ,- .., ,> �,nG.x,�. „• ,,. ;��,. - .. ,f d '?• .;, , ., .. r 4 ;`'z#9<^ 5��; .1&5.T8,3i"z> .. � x. ' 3?',L� • ,,'�: I 1 , ON, :0_1 ",Y::a ,,•. ,. "� 1- p r..: f .,,,, , , " , -'N?'',a•' . ,^a dp I i _ - , " c 4Ta „ar .� � t 1 ,u1° -.wH\r ,% . . ,✓�' ,.n. .�1 .>z, : -,,.,. ,a •x"* 'q . A^. ,. ,-.a ,'r - 4 �ri , n n,@.n9A.,s6'., !♦ 0 i - T �? 29 � �, '^• ��r.,„. 1 �128��;::o.96=Act '.{ i r - I Tp, , - 63 -�; •�;- :"0 ',s.8506E11 ... � ( w») GOOF COURSE PARKING LOT EXPANSION IS SUBJECT 1 I "..:"', �- .'u - :,.r - ' , •�" ,,' '% :.... I'”' a .'• ^.a'^"° .,: r.a 'N ''E,P.:y, s, F' 1'k .. ., ,; y . 1 .:, TO AGREEMENT BY GOLF COURSE OWNER AND DEVELOPER � : ..',.... ... ?" , .•� - :,. -tea:::..::... :-:. ...�.: 4F AN AGREEMENT CAN NOT BE REACHED. LOT 136 WILL S95f , m -: ._t 133€ . ., . _ t ', J 1 1 ,, ;a "::+°.'. Y+),' e..;;.•:<�.,€,.«ar ,res .. ,, ..,:: , ... - .. - �.,. - .� ..,7, �,:, �.- �,.e p..t:...,. "`' a .< ,. '`„ :`. , ss t ...a rd BE REINTEGRATED INTO THE SITE PLAN. AN ADDITIONAL ,IOTA P 1LOWIff - -., .�' _ 3 .tiz 2134 M2SSF,.,rs ry -. \\\ J!F 3' i • _ I . ti .F .:.,.: .,.3 . r.- .Awa y',':• .. , , _ - -- „, . - ,. .. __ :.. , , z •:." x�,, ', �� a i P RESIDENTIAL LOT OR TWO, ALONG WITH OPEN SPACE WILL _ X>i..- :r,- ,:.., � � .�;,, w... -, �. .� ,:. +, �. ,. , ,„ ,- _..:. 09•AC. �. :: � T °u 'La,� `♦: •.., • w.., 1 �...,.. a +• • "� ,.. -r..,.., ( m qs:^ �a .•. �' .... _s (3• ) rx .'aq'n:.- ... :r`*"r` O $>a w ,'^.� � � !: J 8E ADDED TO THE SITE PLAN. AN EASEMENT SW01 BE' 5.978 5,.,.,.: ,r �' ;,:. 5 ,� '�x ., ;w.. ., ,.w: ss^ a f- x^ .x .,. ':" w. h,� .. `v„ "' xn,i+..:<s,. ` ,"I - PROPOSE ACROSS AAT 138 AND G LOT Z FOR THE ��.�• a ;,.;��•' .�.•, ) "- 9 ,. , x, r" .-..^ s „*F:,a,. x- ,Kn,;f M^y.� a,.. ^ :� .z,,r,z:.. ' "� Vie. ` PROPOSED GOLF CART PATH AND CATS I 1 I � r „, =,•:�L9SF ^' �,.n. e__ ,�, .; a „ ;r,a,. ,a,, �_...,..a', , w.. a O ��'� ',L:' � <,i� t4i%(�;•': �„r„ � .�--` �' a - .i ;, I!190 4x ti* ,a,xrs : -.. ' ,u'y wt Q� m ffi” .•'t ,z'= Q' .:1'24 � ;..n`. st'•a'oiis „�- , g 7 �•.2"' 7.026+y r,;J*ki" - .. 10 • , `, . \ t �+. 7,9 ,. � ,: sE �! ' *" a3i4v sa6� s � '� pQ :< �'ty BJs59 3 1&1 1A11r7 11',6 c1t155y 7 g 1A: , \i ;` 1 )' � -�:. , ..c .' _ 491218: aea sF` � Sp2N sE 6,632 SF � �� __ �••�.H,�y.� � -.-9 m , � / / rr33, 80, -`-, ," i1'l' ,-. ' g- - ' e ��,, 4un ` 86' '93:x• ,9,., < ,�° ' `+ ,. i'� i _ . . 0 40 80 160 320 \ ♦�� 'a� , � 7A77 sF F' 87•� mo . \ '�,` � x $.r�ytr� - ,N s^L 496a•sE 6,9A 49761 \ ,...... T r '"N4 YS --`'_ —`--- --- _POA BOUIEVARR-------------`--- - (PRIVATE ROW) . - "TENTATIVE TRACT MAP NO. 36537 The SIGNATURE at PGA WEST CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 2 OF 10 - `.. • ''& 7ENTATNE' TTM -o2' -- 9/18/13 .84 7ENTATNE' TIM -03-...-.-9/575 - 5' SMVU - - - 5' SOEVALK d ' 18, ITIr- sy d 24'* 24' GATE"HOUSE IV B' 20' � - d O' 5. , Tc.a+D.aY �P(iY+ rc-a.aoz 2% 2% - CORB AC PAYEMQII d CURB - - - 2i - - a GUTTER OVER m a GUTTER - . >PROP. Ir r - d CURB. a PAYOIENT d pOtB ONLY 6 CURB pYY AC PAYEIAX - d CURB OMLY a CUTTER an BASE hs-J3'aa'r d GIRO ONLY AC PAVEMENT d pp1B PROP. SM wm (sDE PER PUYY) PROP. d VTP SEIYER OVER BASE OVER am a gRRR TYPICAL PRIVATE STREET - - - TYPICAL PRIVATE STREET. -MAIN ENTRY MAN DRIVE SCAIL 1'dO - SG1E: f.m' . (STREET A) (STREET A) RIa' � RM ..5' SmEw 4.5'' 4.5' 5 SDEMILc- ' I . 18S' 1B5' - 5' SMIKK B$ B5 5 SmE1 x _.. 14.5' .14.5' .: d ,d ,e d - d 2 d 0" B' 14 14 - - 25'. _ C . .. 9' 123' 11.5' R/W (EP) - ,yW �) 1c- DRY PER PIAN 1fd1W.02' .. - - EPIYYI 1'K\ ♦Q O' I lC+ 0.10 21G TC.Q 1 PER Jil I EIEY. FL 6 EP-m+0Z PIAtI CURB AO PAVEMENT d..CURB.,A✓J'." ' .: • 6.6UiiER ODER BASE ,. a CUf1ER - - .. •. '-'- d aM®- • -_, �—AL PAVEYEIIT 6 CURB - a DunER a GUTTER - . -'"'k:CI4''.",.. .vFJji [OIMaE1E PAKidNT W. d OIP . '-WAiEfrllAM1 PROP. SIOAY '- _ - OVER ELSE A ) .- - ... PROP. d DIP OYta BlY . ��L117 ' paw, r PROP. d - . (SOE PER PVN _ PROP. d O �NFSF11IIt - ,. - � ., PROP. IT �J PROP. M03ER1UM1 O - � (WE PROP. d .._. - . SEVER �• 1CP SEWER TYPICAL PRIVATE STREET PARKING ON BOTH SIDES TYPICAL PRIVATE DRIVE Scor• r=zm (PORTION OF STREET B) TYPICAL." PRIVATE STREET NO PARKING ON EITHER SIDE ,. scvE: f.2O NO PARKING ON EITHER SIDE SGIB f=20' (WITHIN LOTS 131-134) (PORTION OF STREET B) - d d RoAmy WIDTH .. .. - . .. - - - TO 116 Pw t EIEV. d 2r Tcaw.a' PER PLAN i TCsaio.f0 1s is 2M R=3/d �v,,y S w ,709 _ 3/d QIP d CURB AC PAVFLEIO d an • OYER�BASE e a r,ER ,� $ o —— � - ' WAERI41Mi \1 'i .p � - (WE CORM!'\// `L JJ PROP. d vcv SErFR 3,S TENTATIVE TRACT ASAP NO. 36537 TYPICAL PRIVATE- STREET s- VERTICAL CURB 8E GUTTER PARKING ON ONE SPE (ALL PRIVATE STREETS) The SIGNATURE at PGA WEST SbYr I'-2V CITY OF LA QUINTA, COUNTY OF RIVERSIDE (STREETS C, D & E) Em 5'D' 1m "� 2D, STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 3 OF 10 .84 7ENTATNE' TIM -03-...-.-9/575 - - SO' TIP. - - 50'l p, - - 50' DSI. 99.0 50' M. ' IDS 1.65 . 995 ._.. r 1, 99� - r IAS1., 991 ... 989 TG 6 6 979 SIN. - 99.1 7C 6 699.1 TG 966 TG 6 6 �6 IG 98.1 T6 6 6 97.1 W. 6 6 98 98.1 SIN. 97.9 SIN. 979 NY. 97.6 SIN. 975 SIN. 97S W. L 2 2 2 2 2 3 PLAN" 1 99s - PLAN 2 °PLAN 1 X 99D PLAN 1 X P FF=700.47 PAD=99.80. - FF -100.27 FF -99.97 PAD -99.30 PLAN 2X 975 NSI. 6 975 SIN. - PAD -99.60 6967 TC 967 WJ WY. FF -99.77 PAD=99.10 s 98.1 7G 98.8 TC 6 FF=99..287 - - FF=100.27 99.1 TG 6 97.7 97.5 SIN. 6 966 TG 6 6 972 SIN. 964 76 6 6 964 TG \w (� 5 N 97SI. 9 .4 W. \ SIME, S 6 5 5 5 S SIBS 983 983 7GF-99.6 \\\\� GF -99.8 �GE f8 GF=99.477111 SECOND STORY 973 SIN. 6 ID 973 SIN. TG 97.1 W. 6 0911-111., 968 SIN. 6 6 968 NV: 96.69N 6 % 6 979 SIN: 7 I 7 45' 7 0 7 45' DP. ` 77 1 45' TYP. ^ 7 o a I 45' TYP. •- 1. 6F=U& L GF -99.60 GF=99.30 ` - 98,6 966 98b 66 963 Vii. =,983` 8.I 9d1 3 7 7 a PLAN 2X 7 TYP' 7 50' 7YP. 7' PLAN 1 XR �6 W'�6 - - PRIVATE STREET TYPICAL LOT GRADING ESTATE PRODUCT SCAE• r-20' - 4 /1P1 4 - 45' TIP. 45' TIP. A5' M• 45' TIP. IDS 1.65 . 995 ._.. r 1, 99� - r IAS1., 991 ... 191 IAL 1. TG 6 _ "6 991 IG 9 TG 6 6 98.9 TG 7 TG 6 6 9& 6 6 98 15 NY. 961 -NV. 97.9 SIN. 979 NY. 7.7 SIA'. 97.7 SIN. 975 SIN. 97S W. L 2 kxc..c, 2 995 2 3 99.1 99.1 9 . PLAN 1 PLAN 1 X 969 TG 6 FF=100.47 PAD=99.8 989 TG 6FF-100.07 975 NY. PAD -99.4 5 975 NSI. 6 975 SIN. .i 699.1 TG (0 97.7 ON. 97.7 SIN. I _ 6 975 6967 TC 967 WJ WY. 1 PLAN 2X i0 s PLAN 2 6 97J W. FF=99..287 - - FF=100.27 . . PAD -99 ,4 PAD=99.6 .1 \w COURTYARD PATIO _ � \ SIME, 87.4 1 5 S ECOND STORY S£COFIDz �570RY\ \ 5 SIBS 983 983 7GF-99.6 \\\\� GF -99.8 �GE f8 GF=99.477111 7 I 7 45' 7 0 7 45' DP. ` 77 1 45' TYP. ^ 7 o a I 45' TYP. •- I TYPICAL LOT GRADNG VILLA PRODUCT sruE: r.,o• TYPICAL LOT MIT OF WAY/ GRADING NOTES: FWSD69 f SM 40 �` so O CURB . SIA6AGE ORAN PROPOSED 1 PROPOSED THROUGH WALL DRAINAGEPROPOSED . WTIH GRATE PAVE112NI . 2S MR I LANDSCAPE ARCCMASONRY T ENCTT''S PLAN WALL PER Q PROPOSED 3' MASONRY GARDEN WALL PER - , `` ✓e:.. 111OEIQAS wim LANDSCAPE ARCHITECT'S PLAN �pL 5' RESOD 1L 4 PROPOSED UNIT ENTRY LDT NO. FBI LOT NO. PER PROPOSED PVC STORM DRAIN PLAN PIAN 6 PROPOSED AREA DRAM INLET y'' ❑7 PROPOSED AREA OWN BUBBLE OUTLET WINDS ��' PROP06ID 6 0.5% Ali. O O O p1RB a GUTTER - Ila FLO-WELL GRAVEL DISTALLATNN OR EQUAL O FWR7 FORM � N � � ADA ACCESSIBLE ENTRY f SOL 40---% 0 O RICA FABBC WRM m PAD PER PUN o - o, e - ADA ACCESSIBLE ACCESS FN'E O O , .. PRIVATE PVC STORM DRAIN F115P53 (}) iIAW FiW4J' YA1L O p WF11 SIDE PANE15 . r DSI. PENCO I. MN.. SOLEI SWRE AND ours. O INOOKPAD PER PUN b . OUT ALL HUB f LAL DRAINAGE sum WRAPPING COMmumm THE FLOW WELL WITH URZ HMESS 1' A. PROPOSED LAR09M FABRICIc NEEDED FOR DOFIS RETANK WALL a%c*EFD 1R��` AND 0U1E16 TENTATIVE SECTION '09="O' 100" WEST TRACT NAP NO. 36537 AREA DRAW BUBBLER OUTLETThe SIGNATURE at PGA WEST WINDS FLO- WELL OR EQUAL TO BE NSULLED ON M 1-13D CITY OF LA QUINTA, COUNTY OF RIVERSIDE HIS STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 4 OF 10 -& TENFATNE TTM-% 9/18/13 • o- I 2 3 1 3 - 2 - DA " 1NOICATES ADA- ACCESSIBLE ACCESSIBLE ROUTE. • - . . - • PATIO, COURTYARD COURTYARD PATIO _ 4 / 1 4 3 PLAN 1 PLAN 2X PLAN 2R PLAN 1 XR (ADA ADAPTABLE UNIT) M-100.00 FF=100.00 FF=100.00 j `- PATIO PA110 f1 FF -100.00 PAD -99.33 PAD -99.33 PAD -99.33 - i 1TIP.' PAD -99.33 A e PATIO 2 FI PATIO r +b \ s\yam (2� (I/Y SEEP) GF -99.67 (f SSFP) ..1... W STEP) GF=99.50 GF99.33 GF -99.96 1 1 I gl T�q1-Rry- - �I ARD COIIRnMD �f �I �f 6 1' " L GF -99_58 GF.99.27 �� 11� GF -99.10 GF -98.93 " - _ 1g . 741 PA ESI to!H ' HC 114 _ _ PA E, «f �I - R/W = EDGE OF PAVEMENT ti CONCRETE OSS DPoVEWAY (TVP.) OSS 1 ._-. `DRWE t / FLOW UNE �+� r R/W = EDGE OF PAVENEM TYPICAL LOT GRADNG VILLA PRODUCT sruE: r.,o• TYPICAL LOT MIT OF WAY/ GRADING NOTES: FWSD69 f SM 40 �` so O CURB . SIA6AGE ORAN PROPOSED 1 PROPOSED THROUGH WALL DRAINAGEPROPOSED . WTIH GRATE PAVE112NI . 2S MR I LANDSCAPE ARCCMASONRY T ENCTT''S PLAN WALL PER Q PROPOSED 3' MASONRY GARDEN WALL PER - , `` ✓e:.. 111OEIQAS wim LANDSCAPE ARCHITECT'S PLAN �pL 5' RESOD 1L 4 PROPOSED UNIT ENTRY LDT NO. FBI LOT NO. PER PROPOSED PVC STORM DRAIN PLAN PIAN 6 PROPOSED AREA DRAM INLET y'' ❑7 PROPOSED AREA OWN BUBBLE OUTLET WINDS ��' PROP06ID 6 0.5% Ali. O O O p1RB a GUTTER - Ila FLO-WELL GRAVEL DISTALLATNN OR EQUAL O FWR7 FORM � N � � ADA ACCESSIBLE ENTRY f SOL 40---% 0 O RICA FABBC WRM m PAD PER PUN o - o, e - ADA ACCESSIBLE ACCESS FN'E O O , .. PRIVATE PVC STORM DRAIN F115P53 (}) iIAW FiW4J' YA1L O p WF11 SIDE PANE15 . r DSI. PENCO I. MN.. SOLEI SWRE AND ours. O INOOKPAD PER PUN b . OUT ALL HUB f LAL DRAINAGE sum WRAPPING COMmumm THE FLOW WELL WITH URZ HMESS 1' A. PROPOSED LAR09M FABRICIc NEEDED FOR DOFIS RETANK WALL a%c*EFD 1R��` AND 0U1E16 TENTATIVE SECTION '09="O' 100" WEST TRACT NAP NO. 36537 AREA DRAW BUBBLER OUTLETThe SIGNATURE at PGA WEST WINDS FLO- WELL OR EQUAL TO BE NSULLED ON M 1-13D CITY OF LA QUINTA, COUNTY OF RIVERSIDE HIS STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 4 OF 10 -& TENFATNE TTM-% 9/18/13 20' 3341 32T - k - 1 .., Y / _ .. LOT 4.. TWCT- DkAW �� Jl �� ry w i 1\/ �`{ • em moa DIE .9`a1\ 494.0 4 Ommrc i am . i50ao ----- 1-s> 1 �.;.,//s8+yr%✓r.B 2•'*' ," 1 -- -2M,. _ 211 MIL PM .495., �r A i .49X' / �(/ - `'`%e�2ii i>"'r •'{1 � ♦ �� Z 494:2 . .I ' �'_ -i '-i-,- �" 1(500 jjTM 117) �"'�I. i. Tj -_�_-- -------- ------------_ ' � �s �♦4G �' ��+ . 11� I� 11+91) PG II .a I ,� rss.�-i�.-"'°' ' �, \\�/ '1 - r DOMEI951W0 I St9 FC aaMa r r a• s �11 I1491 11 k.{0,� 1. .I CON( a9s,9 \ p / rnamD OW PAH 11 1 ° -'" ` SECTION °A"- "A" if I -�II ,4 . 0 20 40 80 160 I 149D 1C �3 ; � \ \ SC f-2fr 49+ 2a in• ' .0 � • 314 - - 11 gI-t51 \\ � (are TWaYudlT BOUNW rr u9: ommc (aoum = isoao 29 MKI zX - �• ,. 1+ li J 1 r a�.�\�49s:i - - -----_---- _ -I- s-mXrmr 9. 5.8 + \ G8♦ PA6 = 49G+ _ CDNC� \\ . , . LEGEND 1EW EXISTING ELEVATION law) wo¢00 PATH EXISTING STORM DRAIN — —SD— — �.ao; � . I, - ,,�, / ;' 7 \i ..1} `� SECTION 'Bo— "Bo EXITING SEWER SYSTEM — —ss— — / \\ •9Z5 I I�. J < � FS _ �. &.J. r / ♦ \ � � /"`\ _ EXISTING WATER SYSTEM — —W— — kll Twill l srxE 1=27 . PROPOSED ELEwATHTN am 1 1 s I o Tw;l �r 1 I '@ �� S00f TA3 \; 372 37' PROPOSED STORM DRAIN SYSTEM TW 1( I PROPOSED SEWER SYSTEM 55 Lk60 \ t 1� ,,99.. j ��,' LOf. B BOaIMRI' IAO: PROPOSED WATER SYSTEM w 496. } 9a " - •- �� & _ I 1 I 1 ____ _ ------ — --� PROPOSED PAD ATXINELEVATION ® OR PAD -500.7 61 1C 1. E .ta .B• Oa9106 CROTID 3500.0 I \ � 'R1D� = 79T,4 YARAQ ELEVATION �11 _ 1 00 I �b i •{� ''i. 'S.' d. ) ♦S`s idi 1'B�, \y . +_ PROPOSED FINISH FLOOR FF -720.5 I }}11111 nl II "' ^� �1 I ` a. �� / \\ ` k ^� ° f ° -` _ ^.�� .. II 1 Il Ii•• ) (l F 49 8 \7�4'i \ \ ` \ 4965 �`¢4° k� p �1 PROPOSED LOT NUMBER 1 5 © \•9s. EXISTING PERIMETER WALL II a as 1 N �. Ii 1� ar n GRT PAH y �^' .497,2 /'► /'� /'� - I II 1 ((491 iG �I r4i�Tii'1 I I k f \\� ♦p SOQ�— _� \GB `�'^- - SECTION "V°�°V° PROPOSED PERIMETER WALL 11 , 1 l4 ;'fT,, it •t • !1 \� \ i'^-- i PROPOSED INTERIOR WALL (MAX. 2- RET.) L00!m NORTH III I iii ` la9r.s icy 1 \ 0 T e P r- - SCALE. 1.=201 TENTATIVE TRAGI BOUNDAR,• ,¢ PROPOSED LOT LINE - I\. uI 1 �. ___ ADA AocEssleLE RourE S'S -s—e-4s--a- • t11 Tito I I 7Ci1~ '�' I �� /\ `� ~' ,f' F-717 - -_ I 11:(� ! az:. I ) , 1'; � (1 � .5 j � � � c$1• � �� 'b• � . '<: �� ) +sae � PROPOSED r.1 SLOPE i ,4993 II . i 13s.1�4 I IN I 6� � � aq�,� \i ,� . • � ! � E� /� J+,� u i� 49; Tw I >ta ` ASPh -, a o r / PROPOSED CENrau00• wE RADIUS 8.3 �11I k 4925 FD �1 j 1 \ r I ►9�r \_ n/ �� f /J I III 5 I l49 II ` 1 I -�2 I PRIVATE STREET NAME STREET 'K 11 ; 1 t90. TIT iI 1 1 1 6�D ' i' \-k - 9 ♦ �\ �S \ \ ;'az'- l�jyri 11 , �,l f ° \,1, .� . I H � I ' ' 4 o TIT+ •axa .v" a9a � \,, '. � � � \\ \ ,� 1 -�_—._. -E PROPOSED aEaPRN•,AI. rL7�T1T�J� I { 4989 f ' , � �---T -3-190, s�---_;�..._ --�-P ,� �, � � \ 0-+ C� ,,..�� , , �-"`•��...) \ .•,� & HIGHEST BUADABLE LOT NUMBER 1 3S is � r' ve;.r � \ \ '�/ I i &----'"'/�s ••`-'-"'� - 49z:2) essJ r0 9t' g<.r �,I`/� / 1�? fr f t }�� -'\ \'*\ t'\ • `\�. \ I t , r / / I `1�� i OSX„,>�"� ' I \ 1,! } ''.% • , : `- .: _l 4 �__..- T—'" /. �\ / 494..5 !` 1 \. +,, 1 NOTE /) ♦ r.�>_ 1 \ A� \ \ a ` ° ✓ sm.e �® '� -rw �� „J - .-•"' SEE SHEET N0. 8 E SECTION J 8 IC. � .4� � 7 -\ 1 .. `„ .• � .,� xT 64N� ..� w \..,,,,` �r1 \. / 1 1 � �l •�.. f\ 1 �,.. `^..Y.. 7 �._.,� ../"'_ «a.. yy s. �'\� i h;��r. ♦ . / } y / �} ' .:}t ,. �� 1 + \ 1 �� j 15 x,.,.,.,116' r 17 t`or.a 49e. 1} \ a •.x y\ \ ' 4� `� +9a. j 6 I / / 5' r ` C \ 4eB: mO-2A . ♦\ V♦\�\\It,\�: O+QD�61 • \ \\♦\ \;\ `A�,o� `�, -:'•.\ �s`�e&' .A9ti ; / , �, Y \`� +sc>rs ~'\ \ \`�1``^.s 80' — W 28 - 'O \♦ f ( .� **1 L! 5 � \ +a9sa \S6 \ �\`\ \ \ a� \\ } s, ♦v ♦S ® 975 s2 ,98.6_✓ • \ �\� \\ � A� ��\° ♦ �``' �!� ♦ �\� \` � � I• � a., r\<♦:.. may¢ \ � �`i ,sus \,r.-�—,�-- _�l —` • �y 2, ae�e ♦�` ` ,- \♦ �� q?t� \♦�\ � i' ♦\ + �\�� -\ sg�3 + +. . �L. � .b.-}. ( � � � _ �� c �snnFO.o' } ! • PRELIMINARY _. \ \� \ \♦ \ ¢ r rt' 4� > � \` -F •_ ®t° $'� ; ♦1.�,' �\ rs �G �� 52 PRECISE GRADING \\ . \\ \\ �.9 t ♦. \\ z \ \ /// 5TH=.^ J -50-x' 2 E" D'Sm 361 iia• i1T - �* .�. ' �43fi � \\`\" �•;�a � ... _ SEE sAv�- AIN. e , _. �• +.� a; '. r : `� TRACT pB�P ■pTENTATIVEA` /`O9 _ _ � - EMIpO �'.fw \ ,. 1 ` ._ 66, S8' `•�• f 1 ■ RAC NAP NOW 3653 PAD =500.4 3'i ,p'S�p MUNM LK GifXAm " �+ --'�'- --- --- ��, ,1- - - -- - ' : `I The SIGNATURE at PGA WEST CARE PATH! +`;'r•" �� r �' ' .�`� Loam � _ - � —� CITY OF LA QUINTI, COUNTY OF RIVERSIDE Gar PATH . SECTION 'D°- "D" STATE OF CALIFORNIA LOWIG Nttax SEPTEMBER 18, 2013 sGLe f-ff SHEET 5 OF 10 _- -- 815W\iENrATWE rn-os , 9/18 13 PL PNBRIG- BLVD. 27 25. (Ol x- .. 511• _ - RESDD(: _ ' IO - 15"PRP80E srowl._ORNN FAsEiffMT LOT 1X1. PER - -- - PVN- 75' 75' RaonauL . . _ LOT NO, PER - PUN EXKINO: RJ,1 n 1 PAD PER PIAN EMShIC f91011ND'. _ H $ Y!N 2S LID7. -. .r ``�• --...r•ri -r - - AW.Y• _ -.. - '_ge.� Fi.. I -,PAD PER am - _ 2• vNBES YW. n _'� 21 ON, -201 MVL. . ,� �,-.201 FWC 4 1 Mo _ � _� R'4=t 11A1C -. t' 1411 / W RM• _ a DEW CURBe SECTION "K" -"K" % •g+ SECTION 'J' -"J' L)p(910INORM i Y \fig,;,. `1?• ..,{-. \ Lowc MESE SGti' t'.y SC11E•. {.y - .. mv MNL \\\.a .. � \ t � . , �� y� • � ��t `4,t ' I ftaM.- /� ,. - PrA BLVD. �1T. awls G REMOM LOT NO. PER .,�EXhTPMi 6' M1501R1' PERNEIER IkV1 RANADOM GRM . \��(7.[i,,. { : - - yAfBES ' H \ \`\�\\�\\7 t\\\ 1 .�1 U\ �� 1 `` \ \ .,� r`?' . + "--••#-rs' , QWf-Aid „ . \\ ( a _ _-T_ PAD PFR PAN 1\ `, ►�` (G 11 p. \ L�:rl r 4, y r, *\„ a. -'... - 0100-23 e $ : p I y _ fr . , n. 1'.MN )1"N\ 1l`\\�,,�• .` .p;�.. •• i, ,� fV1s ��;, �� _� � �' �• Sa^ I , �a - C_ J \� t $ ' K \ ]J I ~ ' � � . �' 69 LTi � OEM CURB h DRIER SECTION •�• "L" 1 'r ,rC� 1�� t 1,1 � � t1 d � , � `�4 ..... � � � _ � �2q 1 f � 2 I • }, r° m - LodalG NDRBI 1 * � „' a �,�, e � � • V32 suaE: I• -S i/ ` `\� 11 ,1 \' tlte7. t...L ~+, \ °. \.4`" •. , \ir2`•�„ o ` t91 >1c �� *. 493 ')F �.iaar, „x.'493. 1 1 J V? it I V33 tj : m 1, A LATER )111 i S8}1-1 .. I,i *g % V3O; 493. $ i-' c 496,0 \ o ? ® B' 2' 10 PARNINC S. FGII I ,. C �. 't ){"+ \ ''*.,- \ \ / t \ • r.,. a aZ .4' 493. it- • - If 1 , ( ,?) 1 1 ,; e e m , `... •? \ ,. °`, , \ \ 1y \V��. �s s.- I m • _ s i° - _ n = ,' I 1 _. a .. 4 , B . \ . t •,.. _ ' St V29 . a �, ' IIESOEMfNL PROPO5F0 Lor 130 ' tll ` 1' II I .h` �, *a.. .__,tee,. ® .. S' ` \`-•. r .. 4s3. �� V® tDT Iq. PFA-� _-W9018A' : ; � s>. c '. • .' ., i eII� . ,. -.g e .-. "�. \: - .: J � ? I. ' �j,. pRDpOSED •, �� 13 oil I l III.: oIRB ONLY _RX^�. 493. . �s #'; ... _ ' ,Ills it �iI) .. t487B iC \ •fb > iF \ r. itt a PIAN 18753 TC 6•' - - • - je 21 IN, � . �_ , � .. r .,. ,. „� -' w`*" xx. i(• -4. r .� '+ w ""l� �A ' I _ _ Q�SS� 1 f �(r t \ ___ . _ i' 10N. - FAOPOSTD ., li \ 1 I E I.. x`,. SLOT_ .A x , 3 '. • ..... e' �., �^ ,._. ----••�'• '^ lrs ao . `- _ W" Y PAVEMENT ? _•,_ '1_ -•-,...r-, _- .�_""�`"'-• '-i-O.S -� -I _. -c - � - " ti•\�'r PAD PER PUW i ;fie 97. ,air g 1, _, .9 FS,;,.9,.. rr_ .,-'' , x I "' ;, :.,:. j"�-."►r' e��, x et 4 -s. `•e. 08tT. `f:;^-\ s t = ^Ce` ■ s . ■ SECTION M - M" LIP6i,BdRFtlNA�-! „ -.- IR . a l.',ye_ • . ,..- _ �r;,.,,-,.,..;- A, •..y �; '• 10 .ODISfAFf3A 'I I. `f9 _: M \ )Jz I=�._ .. . /8s.s' T -!a `w , \' /-V16 " ._ � 1'-5' 4WITH 4 �. ®- \\ s 9z4 vi.7' Va a v,1 s; tIi g! ( -. "'-T' 1 ,o ..:; ,•u - ..:,.. •- m a, v.._. ,7'' a, .e nr .�; rl 492.4 EII ' i { � ! ~S ` !r -'"M % {�,, � �s a . a 3 , 47 ��, c�� °"a.� r, Y Y ` 21� " r'C,, '.E a � 4; '! � �.sl v .a: f 'L�G17r1\D � - '. � � � �' • I' I i i 1 ' I `'' a r:� ° �_,.. S • o , r rY I .o "--r EXISTING .ELEVATION - (MLP9I - - - . 0 LOT R L B r O10 -a7, ° * , ®' a , a , a , j !g(j . LOT Q y. �7° _ ~"0100=1.4, 1 \ •a, •, a ni EXISTING STORM DRAIN =50= - ' {a,.i1. r -`l. "-"'_ -'f .i._', -..° s ..r---------�-��_,�z � gi�l' I {> 'a I I I° 11 !'. �•.H 4 .y5' I 71''` '135'7- L + . 130't 'w. ,.� � . ,f a �- +' t' =f .x" , is +.,1 �' EXISTING SEWER SYSTEM. • - -Ss,- _ - �fI Ii it I all II �. 4It� n 61 ' 1. r -- RI \ ' o ` a y '" 1 �.".,�r --,,,, I 4 5,/,: ,' '«•�,', - . �� _^. '� wa , -, r, 5 --.-.-SFT z^��x� t� ` � EXISTING WATER SYSTEM -W- i F`I' 130 'I1 , i ''1� ` ��'I :.� o zo ao' oo lr>o � _.� � ' . r Cj-^�.w•--..,srA��4 , -- 5a , ..e. ,+sem J= �-.-� ♦ �1 i i✓" Q10D�1A ` - _...r PROPOSED ELEVATION ` 487.00 FC -j - =180'-- -- ? • ° . al ak 4' a PROPOSED STORM OWdN SYSTEM azo 1 .. • _ }T ,I r. V xx �! ------- - - - - -. Rp ..1 ..i'" 1 1 ,� E- ! I"','A"'`M- s ...L. ,-., PROPOSED SEWER SYSTEM �5- - .'ll t I ii 1 �i 494 Te II , 62 ( '33 11 129 I, \I I J 1 I. L ° ►' _I L ) PROPOSED WATER SYSTEM W- (407.9) .. 11 I i I 149L TM I ,�i' 1 •r97.;' ) } , I µ I +s5 m • ,fir ... 1 "® STATE 3 It +t 10� PROPOSED PAD ELEVATION OR PNlesoo.i /875 -a tl •'se:<s _ -{- 1, I SKI I I) 1 '16 16:` ___ ✓-. 4. wC-, s.. 4�. - , � PROPOSED FINISH FLOOR ELEVATION FF -7205 1 I 4�-- -(1 1-^� 1 180•. ------ t35 ri�■dn"s _ i."" %"•, _I. a -i-.. PROPOSED LOT NUMBER 15 - PRELIMINARY _ _ i # • 'I II � I� `Il 1�.lI � 1 .. 'L' 1 z.1 � I. ' .!ii � I I I'It I - II , laid :l 1 ". t s ,wA \ , �.-'tsk'Sr'-'.-. d (J� 1 ' I� EXISTIIG PERIMETER WALL 11 u ti I I ib•• jj fl ' r 1 63 jj i 5{ ! 1 u� ,;�. �- 1 .� 1 /,5�y. . 1 �e 1j,TF�y- J`? - a - f ,••'" ^'^- 30 ti PRECISE - II ' I III LS;.a ', ,- �;i F'k • / f `�-%% '( '+ti]s �� 7'� '-��. - E a I.-•�4�= _ PROPOSED. PERIMETER WALL _ - 1 ,7 Ry I ; SS�A,> 2 -� ;• j { GRAD NG .�.� 1 - -'-- -- -- , aO 1 ., 1 34 _ .. ; I^ l+jl ', PROPOSED INTERIOR WALL (MAX. 2' RET.) 1(i I_R I 1 48Go1 Nll I { 1 'ir _1-I- t •a 127 I I I t I - • '' TENrATNE TRACT BOONDAXt' b i .x'07 i .l'' 164.._. 1 � � i � � _ .•'I i ..'. •]yGTC�o�6 W�r' _ D LDT. uuE, _ I ill ( I �I1 1 i ( F 4aB. �t I • h -'---- -� 95 _ V94 �- p.�. � TENTATIVE 1 fi , O ' 4 ( ADA ACCESSIBLE ROUTE •-®-q--+F- __V93 T3 ` ;.,- • J �, s NAP NO. 36537 TRACT _QED':: , c - --- '-------- I t9E Q V \I, t PROPOSED CENTERUNE RADIUS - R=30(Y, PROPOSED 2:1 SLOPE ®' Q The SIGNATURE at PGA' WEST Vso °' PRIVATE STREET NAME STREET, 'A' CITY OF LA QUINTA, COUNTY OF RIVERSIDE SEE SA65 J1�J. 7 L I�� i 1 If iLT�T2i11� . _� s � �� 1 ' • -. PROPOSED RECIPRICAL STATE OF CALIFORNIA • .. ` ,�'` 1 e S l EASEMENT (HACIENDA LOTS) . HIGHEST BUILDABLE NAT NUMBER _ 135 � SEPTEMBER 8 $E � , 20 13 - - --- SHEET 6 OF 10.. 06 •--.. 9 18 1 351 316' -.:- - - ,_. 0 '_ 20 40 80 NOTE .160 - - - - - . 7 . �o RtfCT FORS -- .SEE SHEET'NO 6• ECIION 'L'-'L' EXEiIO1G _ .; GROUND . ��Bd1ND\Rf .. . Z� 4ND.4961 -PA S� SHE 5r M, 8. SECTION 14Hp_ OH' TM LOWNG -r - IiI r 30.�. I SSE: SN�Ei 11k7. B . IN I 1 sa ,ic 1r4- ti t6a ; 134 lip 319' 326' 130' 4a 5 94 !) p ) ! I y9 1 i !. V • m• r ' sr 1 ,e ® sa1. t0r 33 MUN ° mAn>crR - aF � �, � y t"- .. r � gWNLM• UNE 126 ear.: I i+:za 1, 491,;A T 4992 �Y91 1!90 e �F PAD. 4961 EXISTING 0 IY II O I - 488. 491.3 - �e s 490b a • s +2` a t, - Tj F.- �SY _ SSS 149 3 I -1. 1 75 d ;`` ' �/ , • ,' , ,r' . c b _ 9 FGill y -1 487. J "' `x..; 6.. 137' ±`--. .!, ¢ .x Id ' �dP° ii. IItt I * 1 -? frr !/y {�m 4�. i-r 1' L J . r f'' i �� __ �' 149ira.l�'~{�;--.. �. ISI ea: I i 48647 1111 \ v r y,lf;' ptdlND� I ^g•� _ n J ��..��I T SECTION 'P-'Ip GOR PATH �u I eD 125 �asz s I a D�101c 76 -1 Si ® I' r` )( - 1. tOdONG "o1Ru - 145' I e5'• _ 124 RI +r 491 V97, ` 487. 77/ I I I 8 1 + fu r ` E 1 4 4909 y99 V1 (te r 7 4S' � '$ � /- �� - I, ,, .�. 480, ��, .� sJ a �'. � ■ `I rr ` i 1 i t ;14,.... W 1 145' .�i-+"-LJ T, S - + <>, :a . 2 4ciJ 44' • j i 4E6t2 ll.estl i 1 v \.. 123s�:;tel �' 4*'� o 3r a 18n Iii l 1 1 wa KA 41 '1 1 t } ® • -44 I, 78, 4&�.s �` V \• \""-.-,-..� - f' BLVD. 12' _ 1 -- 'l -, /� ._44'.. s : _ Jam"'" � � _.- i `\,-�? n-,.l``��_:.i�---..... '44�� a ` �a g J // _ Elu5ro1G R/M' �1 _ j _ LEGEND • t li` i Ili �`'° �. ; 4 38 \: mD.t s O ti i?1/` e90_ -- - �'i_� �_ j tv g'I 45x< N. • , ;, z-'.. i ss:xsOtOW22 49> 1'2 - _ + a- . L Rmmw 6' W-%NRt PMNE.TER WAU. \ . - ' 'i J�� F- - - f* T ..-1 ��7 I e v� Q _ DUSTING ELEVATION (62.W) _ 1` _ ff mac. �% / � �:-"' I • �, \u 11 *i•� h \\ \ �• ,Y ' : • -0 �.7. 4&1:: <'..l �• f a �... 4871 _.... 1 18 .--"' _ _ • lam,.: _ EIOSIDIO GROUIID. 1J EXISTING STORM DRAIN ...,_ . O�= 1\ 1h `•''ti..- \. l �, .. 7, j/ OlOpn �✓ r"__ 487 -17 EXISTING \1 11\F', `, i \ �p CC...��r �, ` \ J 1A .^tel ;i', .. EXISTNG SEWER SYSTEM _ _c5._ - ' GXOT f QIIMGIQI 1, , \\.,, `.(C,:\x \,. �:. ,a ,� .°fi^v+,-+&.,. j� , f h i''�~r ..zr 21 MIN .H 48`+ .. m - . �- - 15X W%. DUSTIN WATER SYSTEM ' r.. �'W-. _. •' WALL ON TRACT 5 _ /,i/ - - PAD %N7 17 WVIYVARI .` 1\ s d\` �1 ,1. • \ :,^C10a29 rg�.,„ W, _.1. 6..-., j'r' it Ot�/•4 .O,`'e _f - �- Jr '4{�-.'�•`_ r •l 1'YN.N PROPOSED ELEVATION 67.60 ``E'J-., w , " .,,;1� ,� rFB,AT,..,, •xotea.2,a sass { 6 - - f__� ' ,.. ' - ,\ \\ \ \ t \f t A \ lax• �� b+ro 4'x2r + 'S.; � 30� . � �' � � �. p9S7MG gpt8 _ � PROPOSED STORM GRAN SYSTEM.. GUM PROPOSED SEWER SYSTEM ---^Ss - '. "N" p-p " ,PROPOSED WATER SYSTEM W SECTION . N N , -f PROPOSED PAD ELEVATION OR PAD-500.7 _ .� A\ � �♦ a \\ • . `rA - AV �� 1 f-,.� G� SOA /t r ( 11��1: ' -"1„� 1 y -.�� « ,r :xg r x a 1 ,3. .. SGIE N5' ®� ' .. `� � '.♦ �l.D / j r. '-T 1$ , � PROPOSED FINISH FLOOR ELEVATION FT-720.5 . D 15 Ge'F2 PROPOSE LOT NUMBER \\`\ �A,�o1D.la PERIMETER w ti\' ?` .1 ��4`` ' �. !� 486: : ' 8d �' ( Ol�`28 . V 1:.. �t� -1;;., "•-, t .. _ - -EXISTING ER ETER ALL - . _ - .. - .. \ r ?,B°,.: `+.�\� vy 1 � �� 8�i a ,. � <e�zs �: J( � fj•� 1® .. � 4 f �s rr I. - .__: , U � -. �,i�..� r.�„'' '�. �",�4ss.5 -' � - .. .. PROPOSED PERIMETER WALL - �.� �, � �' \ ♦ 0• � �' .� 5 865 486. � -� i�85 .n <sx�e8 HIC"AS VLUIS PROPOSED INTERIOR WALL(MAX.2' RET. - \\ d (j " % 1 486. B f O r e. i S s l °.,�1a i. 5' ( ) _ - \` \`. f �\` -1:' -G^`h-��•,,-"�' .� s. r�if ��1 int I- ® „J_ ii i, -}- LOT KSWE RE90QlIML 1 87 t j IDT ND. PER LOT ND. PER TENTATIVE TRACT BOUNDARY - _ �- t { 8: X88 r g� - i \11 `N\ ti ` s r 11 , \ .- d 4J... d I�' 486.9 i ms`s "Eg ' PUN I - PROPOSED LOT LINE. .. t{ �`, . .. i ' = i ,1 ` - ®(I O 187. ! C /' ( ` = ADA ACCESSIBLE ROUTE--�'--0--®-- . I t, +� ,%� ` � 1 �1 (/"-'*\ � ��\ e.. "" "•.^`"`--, �`�`- a-.�`�., \� 1 �LL �"'�'--"' - '.._ -'' i!, iJ _s1+'-'tl `,'� D .1 PROPOSE 2' SLOPE - ,r '\ .� I ' r• _..� \� ",•..�.� �\ _� -• K _ �f i' 145'i8A b .PAD PER PUN PROPOSED CENTERLINE RADIUS 4r ' JJ� _ 1 a < - e8+< { eS%i71J% RW-2.. PRIVATE STREET NAME STR ET 'A' ,,.r- j j�j i\ ` e..s. .1 `.._.,�� ' - """.sV v_.. -.�" �' fiX✓-� - _./'� PROBED RECIPRMAL _ti..� €Le- 7556- �n o 1• WN.. EASEMENT (lWCIENDA LOTS) _ T,�Z 4k.. e X 47C.E, ''+��-.. - , -JA PAD PER RAN r , �°•.� �! �"*..'•"" _..-a-._.._..- HIGHEST BUILDABLE LOT NUMBER 135 • './ y�' 1� 71 /�� ``��'��-�f'.\i-" Sts aea.ix�\ `^�_ �,` T�"t ,n -.�"' ".•-`- ie R°L�'= i`•� �x z,+a---- - , { �` d .1 ter' r },i •� i, is �jv`^x`",-;... x 474.2 k j �wac ""LL i„c 4[B.T`4;_ JJJ Y ( V~ f �/ 90 . � x � t/ � <3 fi � -` (APov4R o`' `C.�v�1� x4a4 f -__' d� � 4G 9 0 F2 S /l \\\\ r% ._- sYq¢n D e s s '3=-1' 4` O ... PRELIMINARY 1 -==�---=_Ex -�' - --- ----- ----- sECTION o - o 4B$.c LOOM MST 9157 PRECISE PREC/ SE GRADING /%il`�� k BLVD, SONE: 1'.5' '20 - -"- x 4nab TENTATIVE -T- RC STORM r,:°` } „s H \\\/ x /DfW4W LWES /`� `.} _ 1 fi XZ: 4 5.L TRACT �pyp�e �(q p�y(�9 *8X3 `. i ` •�4' 487 y� ' i ! � 48x8 �_ 490 / / t i \ 5.4 lIII7� NO. V�VY / ryjy f.^(j f,,- i r X V X484.7. Y. 459.f\ f a.v s r' X/4 he SIGNATURE at PGA WEST X T f, t - CITY OF LA QU INTA, COUNTY OF RIVERSIDE PERNETER WALL STATE OF CALIFORNIA ON TRACT BOUNDARY SEPTEMBER 18, 2013 SHEET 7 OF 10 84 ANE 7 0 1. SEE SHEET. Ab. D S O z 0 20 40 80 160 NOTE SFE SRELT Ala. D SEE SHEET NO. B FOR SECTION 'P`- fr. r ,> LOT 21 � 'All adlmARr ....'...__.PAD -.500.7. GRdMD �' 4VFXIS�NC CARE FIOSNIC - PATH TO K REMOVED (IAO SECTION "EW -WE" LOVM WTSI • PROPOSED CAR1 PATH SCALE I'-27 . 35b' z LOT 23 OATUCNT TRACT L PAD - 5021' -- FASTING --� 3:1 SLOPE EIOSRNG ComPATH (W=AIT) SECTION "F°- OF L001@NG NORM SLYKE 1*=20• 51 JAC OXAM GIM LV 25 . TRACT • D SW NRIaAID R _ WM �w3_o FGJ DMM GRT PATH SECTION °G' -'G' .. lfIIONC NNtRI . . 01YIIIR LIE SCAIE V-20' LEGEND .. EXISTING ELEVATION \ EXISTING STORM DRAIN _ —�— \\ DQSi1NG SLIVER SYSTEM —SS— — - EXISTING WATER SYSTEM — --W— PROPOSED ELEVATION ' PROPOSED STORM DRAIN SYSTEM - \\\\ PROPOSED SEWER SYSTEM —SS - �.\ PROPOSED WATER SYSTEM W . \\` PROPOSED. PAD ELEVATION OR PAD -500.7 \,\,\ PROPOSED FINISH FLOOR ELEVATION FF -720.5 PROPOSED LOT NUMBER 15 EXISTING PERIMETER WALL PROPOSED PERIMETER WALL PROPOSED INTERIOR WALL (MAX. 2- RET. TENTATIVE TRACT BOUNDARY - PROPOSED LOT LINE ' ADA ACCESSIBLE ROUTE p—O---�-0- PROPOSED 2:1 SLOPE PROPOSED CENIERUNE RADIUS R-300' PRIVATE STREET NAME STREET W .c .PROPOSED RECIPRICAL EASEMENT (W AXX LOTS) HIGHEST BUILDABLE LOT NUMBER 135 PRELIMINARY PRECISE GRADING TENTATIVE TRACT MAP NO. 36537 The SIGNATURE at PGA WEST CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 8 OF 10 .. •- - - ...-84MYENTAYK TTM -08 2/18 13. •---------------------- 0 z 0 20 +0 Bo 160 LE{ENID EXISTING ELEVATION (ctm) EXISTING STORM DRNN— EXISMIG SEWER SYSTEM — — —45— — — EXISTING WATER SYSTEM — — --W— — — PROPOSED ELEVATION E260 PROPOSED STORM DRAM SYSTEM - PROPOSED SEWER SYSTEM -- w . PROPOSED WATER SYSTEM W PROPOSED PAD ELEVATION OR PAD -500.7 PROPOSED FINISH FLOOR ELEVATION FF -720.5 - PROPOSED LOT NUMBER' - 15 EXISTING PERIMETER WALL PROPOSED PERIMETER WALL PROPOSED INTERIOR WALL (MAX. 2' RET.) TENTATIVE TRACT BOUNDARY PROPOSED LOT UNE ADA ACCESSIBLE ROUTE PROPOSED 2:1 SLOPE PROPOSED CENTERLINE RADIUS R -3D0' PRIVATE STREET NAME STRMT W . PROPOSED RECIPRICAL� EASEMENT (HACIENDA LOTS) HIGHEST BUILDABLE LOT NUMBER NOM SEE SHEET NO. 7 FOR SECTION 'W M k ESTATE REMO ML - LOT N0. PER - PWM PRELIMINARY PAD PM KM PRECISE GRADING RW -2' I' im. TENTATIVE TRACT MAP NO. 36537 The SIGNATURE at PGA WEST CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SEPTEMBER 18, 2013 SHEET 9 OF 10 8,1500\1ENTATIVE nM -w 9/18/13 'l U -1 A PR4KD RON PERMTING OESHON CENTER PLANNING AND ZONING COMPLMNCE 11 1 DG. BS I]ESIGN CENTER OFFICE TW HARIUNG -� �E- CF.19 L2] Fn '1 �1 ° w OFA Ig IN 14 5I (fSRG) tt NI_ OVY OF IA W INYA _ O 1 Ui QQ SI/2QM RI/A QM 41/1Q Y[. IR.AII.. BI SGx CN.FORNW WEST COMMUNITIES i I I 1 I I 28 Z to J W ; s' a i II O I aU) � VILLA 92 .e Lu I �vG W I— r 1-+' < FF=49217 '1 VILLA 93 1- W _ {4v°a6 1 1 X yv. __-__1� , 1 ABQ ' 11 1 FF=491 1] 1 1 1 1 11 1, 1 , LI .- 1 1 S PAD -4915 1 � 1 1 I 1 sl _A 1 Z 1 1 I 1 1 L , 1 . 1 1. 1 ly 1- 1 1 1 '1 1 1 1 11'1 1 1 1 I 1 1 1 1 1 II1 1 '1 -1 COMMUNITY BUILDING 1 BY SEPARATE PLAN AND PERMIT Il I�IJ R 782735 IN YET UK I6 �� _��—Oit i\ ' • '� ° _ -204 lie'�'a� ~� hiCO © rl AI\ L.. .9I ©PARR 1 O FAS VILLA 95 PLAN I (AW ADAPFABLE UNIT) FM1492 17 PAD:4915 BUILDING 4 PLEX (LO ELEV VILLA 94 PUN 4XA i " O PAD=49 L5 �• U -1 A PR4KD RON PERMTING OESHON CENTER PLANNING AND ZONING COMPLMNCE •� API LNI, DG. BS I]ESIGN CENTER OFFICE TW HARIUNG -� �E- CF.19 L2] 6F.491.15 ".. 91 r4 ° ° 81 OFA Ig IN 14 5I (fSRG) tt NI_ OVY OF IA W INYA _ fa Ui QQ SI/2QM RI/A QM 41/1Q Y[. IR.AII.. BI SGx CN.FORNW WEST COMMUNITIES I I 1 I I 28 I ; s' a i II O I { n" � VILLA 92 y I �vG PLAN 2A r \Z FF=49217 VILLA 93 PAD=491.5 - _ {4v°a6 PLAN 3XA X yv. __-__1� FF=491 1] S PAD -4915 �• ADA V-A ]1fKl - A PR4KD RON PERMTING OESHON CENTER PLANNING AND ZONING COMPLMNCE •� API LNI, „W�� I,,. am „ P" FL...M.. I]ESIGN CENTER OFFICE TW HARIUNG -� �E- CF.19 L2] 6F.491.15 ".. 91 r4 ° ° 81 OFA Ig IN 14 5I (fSRG) tt NI_ c� Fy- 192TSS W "all _ el FUTURE BUILDING 29 Oj NSIAL, t W1EF1 SIOP �5 INRKL C PWTWG SIRPE PER CPC 'FORER ILL © MSFW Y- WOOF. PARKING SiR>F PEN +'RC UiWER IIA O] SILNOL OLSABIEC PA4eNE 5Y 504 PER CBC CWPTER IIA Q6 INSTALL III -I PCN wrzB POLE PER Ckrv, S ST n IxSNL') WEPAJEO FARER, IF, FES ONE P If IIA.. MAE INS OIES IO RETAIL WA RW h` ONE SIGN FW L8. CINIMI IIA AW OEFA THK SKEET CONSINOCI 6T CexCKX MYEVEN'. WM THKIENED EDGE EER GEYP: R(CWMFIRMTLWS, OYER YIBCWCE i5LEEGRAOE CCMPACRC AT 95S MH) CONSFRLICI EAINK£0 CCN;RETE PAL£NS IMAM RiCl) PEP CNN N. GHRF S 16 Eb21PACT C914RETE SIOFMALA AJ ELEVATORS Sx. RELION. SEE NYNAPT ARC TECI P $ FOR COLOR, VATERh. SCORING EIC ° CU' 61R C 6 RETE P FgSIN'URhA9C AI DIVAIg15 5NNI KNEW RER fIR AM.1IEf P' 'i OOP "9.01. MATRA FILIPINO SC OS IRI •491.10 04 G.49 0 2(OF . f • Nql tK � -~- t— � REDSTONE WAY a �r 0 1 N 873707 W 5-0 FUTURE BUILDING 27 eiscJ _ FUTURE BUILDING 30 MUP SIGN INSTALLATION NOTES Q PROACT D SIGN - PA8' 0 DRECTION4 SIGN - 3T.24'- NACIENOA$/ESTAIES w/ARROW © PMKNG SIGN - 37A3f K1.S w/ARS Op 'TO MLLAT SIGN W/ARROWS - 24'Alf Q COMBO SIGN - 2C.247 — ALAS SALES OFFICE W/ARW Q RE9DENCE SIGNS - 24.19' WLIA9 DESIGN CENTER W/MNOW © SMILES OFFICE A DESIGN GETTER SIGN - 36'1137 O RESIROOM SIGN - If.lf NAG LOCATION - POLE NEWT MDT TO EXCEED 16• MIA ACCESS ROUTE - ALL AOA ACCESS ROUTE SIDEWALKS TO BE 4WOE, WON A MAXIMUM CROSS SLOPE OF 2%. I I I I 1 1 ANY, GRAPHIC SCALE E IN r¢P 1 I � UNDERGROUND UTILITIES - , "I.s J, I.�yDs PRP/ATE ENGINEERING NOTE A PR4KD RON PERMTING : 3K36.+ • f �> PLANNING AND ZONING COMPLMNCE •� API LNI, „W�� I,,. am „ P" FL...M.. LES JOHNSON DATE TW HARIUNG MME _ _ INTERN BUILDING OFFICPA (AAMWINITY K TLOpKNT DIRECTOR �O4A Cm" OF U OUMP OVY OF IA W INYA _ fa Ui QQ SI/2QM RI/A QM 41/1Q Y[. IR.AII.. BI SGx CN.FORNW WEST COMMUNITIES I I 1 I I 11 a I ; 1'--,eFr•:ar:1A1P-Ole.: _ - i II O I { n" � 1 y I �vG r \Z pLo I D _ {4v°a6 X yv. __-__1� S I�� h I I I I 1 1 ANY, GRAPHIC SCALE E IN r¢P 1 I � UNDERGROUND UTILITIES - , "I.s J, I.�yDs PRP/ATE ENGINEERING NOTE : 3K36.+ • f �> vREpAREO UNDER THE MFELigH OE: , IE �a� - TO' a* 9 s -TO •� API LNI, „W�� I,,. am „ P" FL...M.. w ME tett OF LA CUNTA SITE OF CA FNORNu I. 2 _ p — _ _ 3USE RMAT TRACT 36537, ATURE NO. MODFL COMPLEX _ VILLA BUILDING 28D LOT 94 —._ .— API"ED BY rE I A ME.. FNOINA... {YR VBYOBB _ fa Ui QQ SI/2QM RI/A QM 41/1Q Y[. IR.AII.. BI SGx CN.FORNW WEST COMMUNITIES 1'--,eFr•:ar:1A1P-Ole.: _ - UNDERGROUND SERVICE ALERT o CALL TOLL FREE: 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. MUP SIGN INSTALLATION NOTES O PROJECT ID SIGN - 4'x8' © DIRECTIONAL SIGN - 30"x24" — HACIENDAS/ESTATES W/ARROW © PARKING SIGN - 30"x30" VILLAS W/ARROW OD "TO VILLAS" SIGN W/ARROWS - 24"08" QE COMBO SIGN - 247x24" VILLAS SALES OFFICE W/ARROW Q RESIDENCE SIGNS - 24"x18" VILLAS DESIGN CENTER W/ARROW © SALES OFFICE & DESIGN CENTER SIGN - 36"x30" QH RESTROOM SIGN - lTx18" TOWED VEHICLES FLAG LOCRTIOAI - POLE RUGHT NOT TO EMCEED IFP PRIVATE ENGINEERING NOTE CONSTRUCTION UCTIO CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUiREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM LEGEND ® EXTRA DEPTH FOOTING ADA ACCESS ROUTE - ALL ADA ACCESS ROUTE SIDEWALKS TO BE 4' WIDE, WITH A MAXIMUM CROSS SLOPE OF 2%. 'No. 20596 r Exp. 9-30-15 PREPARED UNDER THE DIRECTION OF: DATE: STANLEY C. MORSE EXP. DATE 9/30/15 R.C.E. 20596 APPROVED BY: DATE: NEER R.C.E. J.z IED LLJ w eeee CL zLLJ Q J q1t 0 Fee 0W J W J APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: TOM HARTUNG DATE I LES JOHNSON DATE INTERIM BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA CONSTRUCTION NOTES 1O PROPOSED 3" AC OVER COMPACTED NATIVE SOIL (SUBGRADE TO COMPACTED AT 95% MIN.) Q2 PROPOSED 6° AC BERM O3 INSTALL 2" X 4" REDWOOD HEADER AT EDGE OF PAVEMENT ® INSTALL 6" WHEEL STOP OS INSTALL 4" BLUE PARKING STRIPE PER CBC CHAPTER 11A © INSTALL 4" WHITE PARKING STRIPE PER CBC CHAPTER 11A O7 STENCIL DISABLED PARKING SYMBOL PER CBC CHAPTER 11A ® INSTALL R1-1 SIGN WITH POLE PER CALTRANS STD. INSTALL "UNAUTHORIZED PARKING" SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 10 INSTALL ADA PARKING ONLY SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 11 INSTALL "VAN ACCESSIBLE" SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 12 CONST. ACCESS RAMP PER CITY STD NO. 250 13 CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ SPECIFICATIONS AND DETAIL ON SHEET 2 31 INSTALL TEMPORARY 3" SCH. 40 PVC DRAIN PIPE UNDER WALK, (TO BE REMOVED UPON DEMOLITION OF MODEL SITE PARKING LOT) 36 INSTALL 4" SCH. 40 PVC PIPE (MIN. SLOPE = 0.5%) INSTALL 4" NDS GREEN PLASTIC ATRIUM GRATE (PART NO. 75) OR EQUAL 38 CONSTRUCT CURB OUTLET PER DETAIL HEREON 39 INSTALL CLEANOUT WITH GREEN PLASTIC LID (SEE CURB OUTLET DETAIL HEREON) 50 JOIN EXISTING SEWER LATERAL INSTALLED PER CVWD PLAN 51 INSTALL 4" PVC SEWER LATERAL 52 JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PLAN 60 JOIN EXISTING WATER METER INSTALLED PER CVWD PLAN 61 INSTALL 1" SCH. 80 PVC WATER LINE 62 JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PLAN NTS 12" ROUND x 24 DEEP': �e CONCRETE FOOTING W/ 1/2"x8" ROD ANC`:AOR. 1 ° 20 0 10 41865 Boardwalk . MORSE Suite 218 Palm Desert, CA 92211 SC H U L T Z Voice: 760-674-5776 mdslaquinta®md scons uH ing. net n"ADA PARKING ONLY" SIGN I V I I I NTS 11 "VAN ACCESSIBLE" SIGN I I I NTS aP 12" ROUND x g DEEP - .I.'le CONCRETE FOOTING W/ 1 /2"x✓i ROD ANCHOR.' 1, I SUPERSEDED R Cr -11 GRAPHIC SCALE 20 40 PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE B E N C H M A R K: DATE: AUGUST, 2014 CITY B.M. 1430 - FD. 1.50' COPPERWELD STAMPED 'LS --9T, FLUSH, CL INT, AVE. 54 & JEFFERSON Sr. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. (IN FEET) 1 inch= 20 ft. AUG 202014 CITY OF LA QUINTA OQMMUNTTY DEVELOPMENT RM IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA MINOR USE PERMIT TRACT NO. 36537, THE SIGNATURE sHT. MODEL COMPLEX OF 2 si LOTS 1-4 AND 57-60 POR. OF THE S1/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, L6S., R.7E, S.B.B.&M. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: I:\86000\PG\MUP-02.dwg 8/15/14 w Ir H C7 LLI 2 I- to M z H F- F- ir ir O J 0 F- ir LLI d W cc z_ 2 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED fl ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERS EXPENSE N TOWED VEHICLES MAY BE RECLAIMED AT 51-351 AVENIDA BERMUDAS LA QUINTA, CA BY TELEPHONING 760-836-3215 NTS 12" ROUND x 24 DEEP': �e CONCRETE FOOTING W/ 1/2"x8" ROD ANC`:AOR. 1 ° 20 0 10 41865 Boardwalk . MORSE Suite 218 Palm Desert, CA 92211 SC H U L T Z Voice: 760-674-5776 mdslaquinta®md scons uH ing. net n"ADA PARKING ONLY" SIGN I V I I I NTS 11 "VAN ACCESSIBLE" SIGN I I I NTS aP 12" ROUND x g DEEP - .I.'le CONCRETE FOOTING W/ 1 /2"x✓i ROD ANCHOR.' 1, I SUPERSEDED R Cr -11 GRAPHIC SCALE 20 40 PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE B E N C H M A R K: DATE: AUGUST, 2014 CITY B.M. 1430 - FD. 1.50' COPPERWELD STAMPED 'LS --9T, FLUSH, CL INT, AVE. 54 & JEFFERSON Sr. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. (IN FEET) 1 inch= 20 ft. AUG 202014 CITY OF LA QUINTA OQMMUNTTY DEVELOPMENT RM IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA MINOR USE PERMIT TRACT NO. 36537, THE SIGNATURE sHT. MODEL COMPLEX OF 2 si LOTS 1-4 AND 57-60 POR. OF THE S1/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, L6S., R.7E, S.B.B.&M. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: I:\86000\PG\MUP-02.dwg 8/15/14 w Ir H C7 LLI 2 I- to M z H F- F- ir ir O J 0 F- ir LLI d W cc z_ 2 co W D 1 O T 1 a oIme. w= Q = 490.70 W FS W a LU UNDERGROUND UTILITIES CONSTRUCTION NOTES e ® INSTALL 67 WHEEL STOP a� QA PROJECT ID SIGN - 41x8' O5 INSTALL 4" BLUE PARKING STRIPE PER CBC CHAPTER 11Aco © DIRECTIONAL SIGN - 30"x24" — HACIENDAS/ESTATES W/ARROW © INSTALL 4° WHITE PARKING STRIPE PER CBC CHAPTER 11A , PARKING SIGN - 30"x30" VILLAS W/ARROW O7 STENCIL DISABLED PARKING SYMBOL PER CBC CHAPTER 11A .n 2.0% _© 2.0% Uj OD "TO VILLAS" SIGN W/ARROWS — 24708" ® INSTALL R1-1 SIGN WITH POLE PER CALTRANS STD. M of . p� in INSTALL "UNAUTHORIZED PARKING' SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. I ' � a", O COMBO SIGN - 24"X24" VILLAS SALES OFFICE W/ARROW 10 CHAPTER 11A THIS SHEET. zl O VILLAS DESIGN CENTER W/ARROW INSTALL ADA PARKING ONLY SIGN PER CBC AND DETAIL 6 Z RESIDENCE SIGNS - 24"X18" 14 CONSTRUCT 6.5" CONCRETE PAVEMENT, WITH THICKENED EDGE PER GEOCON ©SALES OFFICE &DESIGN CENTER SIGN - 36'x30" RECOMMENDATIONS OVER SUBGRADE (SUBGRADE COMPACTED AT 95% MIN) f 15 CONSTRUCT ENHANCED CONCRETE PAVERS (80MM THICK) PER DETAIL ON SHEET 3 16 CONSTRUCT CONCRETE SIDEWALK AT ELEVATIONS SHOWN HEREON, SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, MATERIAL, SCORING ETC. 17 CONSTRUCT CONCRETE PATIOS/COURTYARDS AT ELEVATIONS SHOWN HEREON, SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, MATERIAL, SCORING ETC. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION NTR CTOR AGREES THAT IN ACCORDANCE WITH GENERALLY CONTRACTOR ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM No. 20596 r Exp. 9-30-15 QH RESTROOM SIGN - 18"x18' QX FLAG LOCATION - POLE HEIGHT NOT TO EXCEED 16' LEGEND ¢ ADA ACCESS ROUTE - ALL ADA ACCESS ROUTE SIDEWALKS TO BE 4' WIDE, WITH A MAXIMUM CROSS SLOPE OF 2%. PREPARED UNDER THE DIRECTION OF: DATE: STANLEY C. MORSE EXP. DATE 9/30715-- R.C.E. 30 15R.C.E. 2059 6 APPROVED BY: DATE: R. JONASSON EXP. DATE GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. lW41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA RSE Suit" 218 MINOR USE PERMIT"seri A 2 Palm ,C 922„ TRACT NO. 36537 THE SIGNATURE SHT.� U L T Z Voice: 760-674-5776 mdslaquinta®mdsconsulting.net MODEL COMPLEX OF 2 S PLANNERS ENGINEERS SURVEYORS LOT 94 - VILLA BUILDING 28 SCALE: SEE ABOVE B EN CH M A R K: POR. OF THE Si/2 OF THE NE1/4 OF THE SE1/4 OF SEC. 21, 16S., R.7E, S.B.B.&E1. DATE: AUGUST, 2014 CITY B.M. #430 — FD. 1.5T COPPERWELD STAMPED'LS--96', FLUSH, CL IM. AVE. 54 & JEFFERSON ST. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: I:\86000\PG\MUP-02dwg 8/15/14 W H Q 0 03W 2 tr M m M z H a F- CC O ILLW a 0 d co D ix z_ BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF TRACT MAP No. 28034, AS FILED IN BOOK 258, PAGES 69 AND 70 OF MAPS, OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING NORTH 0912'16" WEST. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I � � I \ I \ v i LOT Q I I LOT P U 2SEE. I 3 4 I 5 I 6 7 8 OWNER/DEVELOPER \ CALIFORNIA WEST COMMUNITIES \ \ 5927 PRIESTLY DRIVE, SUITE 110 \ CARLSBAS, CA 92008 (760) 918-6768 CONTACT: MIKE LAKE UTILITIES LEGAL DESCRIPTION LOTS 1 THROUGH 4, 57 THROUGH 60 AND A PORTION OF WATER, SEWER AND IRRIGATION: LOT 94 OF TRACT NO. 36537-1 PER MAP FILED IN BOOK COACHELLA VALLEY WATER DISTRICT ..... (760) 398-2651 OF MAPS, AT PAGES OF MAPS. OFFICIAL ELECTRIC: RECORDS OF RIVERSIDE COUNTY, CALIFORNIA IMPERIAL IRRIGATION DISTRICT ............... (800) 303-7756 TELEPHONE: VERIZON................................................. (800) 483-5000 GAS: THE GAS COMPANY ................................ (800) 427-2200 CABLE: TIME WARNER ......................................... (760) 340-1312 UNDERGROUND SERVICE ALERT FSI CALL TOLL FREE: 1- X00 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO PROSPECTIVE BUYER: THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMING WITH LOCAL LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. CALIFORNIA WEST CONSTRUCTION THE STIIGN'ATLRE @ PGA WEST 5927 PRIESTLY DRIVE, SUITE 110 CARLSBAS, CA 92008 (760) 918-6768 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRECISE ruc r.i nTHDIE GRADING \A/111C1 /`!11111 D1 CY TH - a PORTION OF NW 1/4 OF SEC. 21, T.6S., R.7E., S.B.B&M 50 49 48 47 10 � 46 45 44 43 K \ 00 0 FL 12 1325 / 14 15 �6 S?17 18 19 20 21 22 23 24 / `- PGA BOULEVARD / _ — INDEX MAP SCALE 1"=150' � �-,��✓'4L�rtC IOT DATA TABLE (ESTATES & HACIENDAS) PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LOT No. GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION STREET ADDRESS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND -4AR Ixt A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO XXXXX ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A WAY VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY 4� DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY XXXXX DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION 2 R ?k ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET SF RIGHT OF WAY, SHALL BE PERFORMED BY THE SEPARATE PLANS AND PERMIT ISSUED XXXXX 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 SF DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING XXXXX FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING o PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A BOULEVARD MINIMUM OF 5' AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY o PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS TF NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED YARD STOOP LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS o DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF [468.55] THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS B/W REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF R/W 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. TW SATURDAY 8:00 A.M. TO 5:00 P.M. FINISH MAY 1ST TO SEPT. 30TH MONDAY - FRIDAY 6:00 A.M. TO 7:00 P.M. 0 SATURDAY 8:00 A.M. TO 5:00 P.M. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. FF GRADING NOTES 1. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE OF WORK, W U ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE -- — — RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE WORK. 2. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND O W GEOTECHNICAL ENGINEERING REPORT - EARTH SYSTEMS SOUTHWEST - (760) 345-1588 CD FILE NO. 07949-01, 00-12-725 DATED DECEMBER 12, 2000 3. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL 3.5' MAX. INCLUDE AN APPROVAL STATEMENT THAT THE TRENCH BACKFILL HAS BEEN PLACED AND PROPOSED 2:1 SLOPE COMPACTED FOR THE INTENDED USE. 4. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE I 1011T6 TeE aIATE MANUAL OF 04'A.RN1Tiz S'fi1LS, ULCIrUS AND 971ACF3 FOR USE IN THE o PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE HAZARDS. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORMWATER FACILITIES DURING CONSTRUCTION. IMMEDIATELY PRIOR TO THE CONCLUSION OF BUILDING z CONSTRUCTION AND LANDSCAPING, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE 5=1.0% OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES. BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF TRACT MAP No. 28034, AS FILED IN BOOK 258, PAGES 69 AND 70 OF MAPS, OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING NORTH 0912'16" WEST. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I � � I \ I \ v i LOT Q I I LOT P U 2SEE. I 3 4 I 5 I 6 7 8 OWNER/DEVELOPER \ CALIFORNIA WEST COMMUNITIES \ \ 5927 PRIESTLY DRIVE, SUITE 110 \ CARLSBAS, CA 92008 (760) 918-6768 CONTACT: MIKE LAKE UTILITIES LEGAL DESCRIPTION LOTS 1 THROUGH 4, 57 THROUGH 60 AND A PORTION OF WATER, SEWER AND IRRIGATION: LOT 94 OF TRACT NO. 36537-1 PER MAP FILED IN BOOK COACHELLA VALLEY WATER DISTRICT ..... (760) 398-2651 OF MAPS, AT PAGES OF MAPS. OFFICIAL ELECTRIC: RECORDS OF RIVERSIDE COUNTY, CALIFORNIA IMPERIAL IRRIGATION DISTRICT ............... (800) 303-7756 TELEPHONE: VERIZON................................................. (800) 483-5000 GAS: THE GAS COMPANY ................................ (800) 427-2200 CABLE: TIME WARNER ......................................... (760) 340-1312 UNDERGROUND SERVICE ALERT FSI CALL TOLL FREE: 1- X00 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO PROSPECTIVE BUYER: THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMING WITH LOCAL LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. CALIFORNIA WEST CONSTRUCTION THE STIIGN'ATLRE @ PGA WEST 5927 PRIESTLY DRIVE, SUITE 110 CARLSBAS, CA 92008 (760) 918-6768 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRECISE ruc r.i nTHDIE GRADING \A/111C1 /`!11111 D1 CY TH - a PORTION OF NW 1/4 OF SEC. 21, T.6S., R.7E., S.B.B&M 50 49 48 47 10 � 46 45 44 43 K \ 00 0 FL 12 1325 / 14 15 �6 S?17 18 19 20 21 22 23 24 / `- PGA BOULEVARD / _ — INDEX MAP SCALE 1"=150' � �-,��✓'4L�rtC IOT DATA TABLE (ESTATES & HACIENDAS) PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LOT No. PLAN TYPE LOT AREA SEWER BAC KFLOW pREVEREQUIRED STREET ADDRESS 2 -4AR Ixt 7,390 SF YES XXXXX PLATINUM WAY 3 4� 6,670 SF YES XXXXX PLATINUM WAY 58 2 R ?k 6,670 SF YES XXXXX PLATINUM WAY 59R 3 6,670 SF YES XXXXX PLATINUM WAY LOT DATA TABLE (VILLAS) VILLA No. PIAN TYPE LOT AREA SEWER BACKFLOWPREVENTOR REQUIRED STREET ADDRESS V92 2A N/A NO XXXXX REDSTONE WAY V93 3XA N/A NO XXXXX REDSTONE WAY V94 4XA N/A NO XXXXX REDSTONE WAY V95 1A N A NO XXXXX REDSTONE WAY EARTHWORK QUANTITIES r FINE GRADING CUT FILL 75 Cy x 4 LOTS 300 CY 300 Cy NOTE: THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL. DESIGNED BY: BUB FINISH DWELLING WALL — IO 2% 3_5' RESIDENTIAL I TYPE OF LOT LOT PER PLAN J 6' THICK EXTRA DEEPEND FOOTING PL W REAR YARD STOOP - - I o WALL AVENUE 53 FROPOSED MASONARY GARDEN WALL GB Q� C. - — HP HIGH POINT _ z I TC TOP OF CURB a PROPOSED WATER MAIN LP LOW POINT Q PROPOSED SEWER MAIN z 2' MIN. I PROPOSED STORM DRAIN r ai - SEWER LATERAL o FINISH FLOOR BOULEVARD 00 � o FINISH GRADE �» PROPOSED LETTERED LOT TF TOP OF FOOTING YARD STOOP o Oi CONSTRUCTION NOTE o 6" TYP.* [468.55] EXISTING ELEVATION z ,r, B/W o w GARAGE HIGHEST LOT NUMBER R/W RIGHT-OF-WAY CD TW a FINISH STREET LIGHT 0 GARAGE FLOOR �, G FF FINISH FLOOR FLOOR � � W U 20q MAX. -- — — J O W 5% MIN. CD 2.1 —460— PROPOSED FINISHED CONTOUR - 3.5' MAX. -T -------- PROPOSED 2:1 SLOPE z FIRE HYDRANT I z o 40 PROPOSED LOT NUMBER z o 5=1.0% 3' MIN. N Oq MAX. I 1% MIA q MIN, 2'1 z 10' MIN. 15' TYP. e� o �F REAR YARD RESIDENTIAL RESIDENTIAL LOT LOT DWELLING EXTRA DEEPEND FOOTING TG TOP OF GRATE ED EXTRA DEPTH - - GARAGE FS WALL AVENUE 53 FROPOSED MASONARY GARDEN WALL GB GRADE BREAK STEM WALL - — HP HIGH POINT _ z I TC TOP OF CURB a PROPOSED WATER MAIN LP LOW POINT 2' MIN. PROPOSED SEWER MAIN z PROPERTY LINE SITE PROPOSED STORM DRAIN EX. ai - SEWER LATERAL o FINISH FLOOR BOULEVARD 00 � MAX.HSIDE FINISH GRADE �» PROPOSED LETTERED LOT TF TOP OF FOOTING YARD STOOP o Oi CONSTRUCTION NOTE o 6" TYP.* [468.55] EXISTING ELEVATION v NOTE B/W o w GARAGE HIGHEST LOT NUMBER R/W RIGHT-OF-WAY TW a FINISH STREET LIGHT GF GARAGE FLOOR �, G FF FINISH FLOOR FLOOR � � ------ 20q MAX. -- — — 1q MIN MAx 5% MIN. 2.1 —460— PROPOSED FINISHED CONTOUR - 3.5' MAX. -T -------- PROPOSED 2:1 SLOPE z FIRE HYDRANT (UNLESS SHOWN OTHERWISE) z 3' AT 5' S/Y 40 PROPOSED LOT NUMBER z o 5=1.0% 3' MIN. N SIDE YARD _ 40' TYPICAL SWALE DETAIL + SEE PLAN FOR EXACT DIMENSION NTS ® EXTRA DEEPEND FOOTING TG TOP OF GRATE ED EXTRA DEPTH - - EXISTING MASONARY PERIMETER WALL FS FINISH SURFACE AVENUE 53 FROPOSED MASONARY GARDEN WALL GB GRADE BREAK FLJWLINE - — HP HIGH POINT TRACT BOUNDARY TC TOP OF CURB a PROPOSED WATER MAIN LP LOW POINT -- PROPOSED SEWER MAIN PL PROPERTY LINE SITE PROPOSED STORM DRAIN EX. EXISTING - SEWER LATERAL EP EDGE OF PAVEMENT BOULEVARD PGA FG FINISH GRADE �» PROPOSED LETTERED LOT TF TOP OF FOOTING (468.55) EXISTING ELEVATION Oi CONSTRUCTION NOTE 468.55 PROPOSED D E'IXT!OCl [468.55] EXISTING ELEVATION 01 NOTE B/W BACK OF WALK 104 HIGHEST LOT NUMBER R/W RIGHT-OF-WAY TW TOP OF WALL STREET LIGHT GF GARAGE FLOOR FF FINISH FLOOR PRECISE GRADE SHEET INDEX -- — — CENTERLINE PROPOSED CURB AND GUTTER EASEMENT LINE —460— PROPOSED FINISHED CONTOUR - WATER METER -T -------- PROPOSED 2:1 SLOPE FIRE HYDRANT (UNLESS SHOWN OTHERWISE) D— 3' MAN GATE PER SEPARATE PERMIT 40 PROPOSED LOT NUMBER 5=1.0% STORM DRAIN PIPE SLOPE PREPAR UNDER THE�DIRECTION OF: Q?OF ESS lDN9 STA LEY C. MO E EXP. DATE 9 30 15 No. 20596 z R.C.E. 20596 �* Exp. 9-30-15 * APPROVED BY: OM1- aP DATE: DRAWN BY: BUB CHECKED BY: SCM I I I PW DIRECTOR/CITY ENG 1 APPROVED FOR PERMITTING: GREG BUTLER BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE: DATE I LES JOHNSON DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA 1-#4 RE -BAR IN BOND BEAM EMBED 12" EACH SIDE OVERING OPENING \_ OMIT SINGLE BLOCK FOR DRAINAGE AT FL FLOWUNE OF SWALE a TYPICAL THROUGH WALL DRAINAGE DETAIL NTS AC AIR CONDITIONING UNIT L=4.55' STORM DRAIN PIPE LENGTH W RETAINING WALL Q Z BUILDING UNIT INDEX ' 0 NTS co — 35' 35' _ _I o 128.50' _ L- M HACIENDA- co HACIENM Co PUN 4B oo .-oo _-.PINI 3A - oo 00 00 r 2A 3XA 4XA to 00 Z _ F— © 21_ %`( ® Q VILLA BUILDING 28 �t O (4 PLD( — A)1� �.2.( ! v Ii 39.58' 39.58' 0 DIMENSIONS SHOWN ARE FROM THE ARCHITECTURAL PLANS PREPARED BY BASSINIAN ARCHITECTS, DATED O THE APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR CONSTRUCTION. 7' I ALL DESIGN FEATURES SUCH AS: STONE VENEER, POSTS, AND PORCHES SHALL COMPLY WITH SETBACK REQUIREMENTS. Z Q J 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA d MORSE Suite 218 PRECISE GRADING PLAN 1 z Palm Desert, TRACT NO. 36537 THE SIGNATURE s HT. n S C .H U L T Z Voice: 760-674-4- 5776776 � Q mdsloquinta®mdsconsulting.net OF 5 SHTS. APNERS ENGINEERS SURVEYORS MTITLE SHEET LUJ MODEL COMPLEX, LOTS 1-4, 57-60 & 94 rn SCALE: SEE ABOVE BENCH MARK: POR. OF THE 81/2 OF THE NE1/4 OF THE SE1/4 OF SEC. 21, 16S., R.7E., S.B.B.&M. LU JUNE, 2014 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED "LS --99, FLUSH, CL INT. AVE. 54 & JEFFERSON LU ST. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: a :\86000\PG\MODEL-01.dwg 6/25/14 AVENUE 52 o AVENUE 53 a w AVENUE 54 a o PROJECT N SITE AIRPORT N BOULEVARD PGA WEST G� 05 WEISKOPF AVENUE 58 VICINITY MAP NTS 1-#4 RE -BAR IN BOND BEAM EMBED 12" EACH SIDE OVERING OPENING \_ OMIT SINGLE BLOCK FOR DRAINAGE AT FL FLOWUNE OF SWALE a TYPICAL THROUGH WALL DRAINAGE DETAIL NTS AC AIR CONDITIONING UNIT L=4.55' STORM DRAIN PIPE LENGTH W RETAINING WALL Q Z BUILDING UNIT INDEX ' 0 NTS co — 35' 35' _ _I o 128.50' _ L- M HACIENDA- co HACIENM Co PUN 4B oo .-oo _-.PINI 3A - oo 00 00 r 2A 3XA 4XA to 00 Z _ F— © 21_ %`( ® Q VILLA BUILDING 28 �t O (4 PLD( — A)1� �.2.( ! v Ii 39.58' 39.58' 0 DIMENSIONS SHOWN ARE FROM THE ARCHITECTURAL PLANS PREPARED BY BASSINIAN ARCHITECTS, DATED O THE APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR CONSTRUCTION. 7' I ALL DESIGN FEATURES SUCH AS: STONE VENEER, POSTS, AND PORCHES SHALL COMPLY WITH SETBACK REQUIREMENTS. Z Q J 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA d MORSE Suite 218 PRECISE GRADING PLAN 1 z Palm Desert, TRACT NO. 36537 THE SIGNATURE s HT. n S C .H U L T Z Voice: 760-674-4- 5776776 � Q mdsloquinta®mdsconsulting.net OF 5 SHTS. APNERS ENGINEERS SURVEYORS MTITLE SHEET LUJ MODEL COMPLEX, LOTS 1-4, 57-60 & 94 rn SCALE: SEE ABOVE BENCH MARK: POR. OF THE 81/2 OF THE NE1/4 OF THE SE1/4 OF SEC. 21, 16S., R.7E., S.B.B.&M. LU JUNE, 2014 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED "LS --99, FLUSH, CL INT. AVE. 54 & JEFFERSON LU ST. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: a :\86000\PG\MODEL-01.dwg 6/25/14 W 2 H ti ch W co cr7 O Z Ir O w iE� Z Q J CL 0 Z O Q cc a W CO U W cc 4 I:\86000\PG\MODEL-02dwg 6/25/14 W C� r r i H it I' 491.0 TRW I Is 488.2 FG I! 487.0 TF i I 496.3 TW ' 1` 495.6 TW (Vl! STEP 488.2 FG I 486.8 TF I: j f I o- ;U 495.6 TW 1 I 494.9 TW (1WTSTEP) 488.0 FG �T 486.8 TF I I 494.9 TW 1 L 494.2 TW (' STEP) 487.9 FG 486.8 TF �. I APPROVED FOR PERMITTING: I PLANNING AND ZONING COMPLIANCE: GREG BUTLER DATE LES JOHNSON DATE BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA CONSTRUCTION NOTES Ot PROPOSED 3" AC OVER COMPACTED NATIVE SOIL (SUBGRADE TO COMPACTED AT 95% MIN.) Q2 PROPOSED 6" AC BERM O3 INSTALL 2" X 4" REDWOOD HEADER AT EDGE OF PAVEMENT ® INSTALL 6" WHEEL STOP Q5 INSTALL 4" BLUE PARKING STRIPE PER CBC CHAPTER IIA © INSTALL 4" WHITE PARKING STRIPE PER CBC CHAPTER 11A O7 STENCIL DISABLED PARKING SYMBOL PER CBC CHAPTER 11A ® INSTALL R1-1 SIGN WITH POLE PER CALTRANS STD. QQ INSTALL "UNAUTHORIZED PARKING" SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 10 INSTALL ADA PARKING ONLY SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 11 INSTALL 'VAN ACCESSIBLE" SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 12 CONST. ACCESS RAMP PER CITY STD NO. 250 13 CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ SPECIFICATIONS AND DETAIL ON SHEET 2 31 INSTALL TEMPORARY 3" SCH. 40 PVC DRAIN PIPE UNDER WALK, (TO BE REMOVED UPON DEMOLITION OF MODEL SITE PARKING LOT) 36 INSTALL 4 SCH. 40 PVC PIPE (MIN. SLOPE = 0.57) Q INSTALL 4" NDS GREEN PLASTIC ATRIUM GRATE (PART NO. 75) OR EQUAL 38 CONSTRUCT CURB OUTLET PER DETAIL HEREON 39 INSTALL CLEANOUT WITH GREEN PLASTIC LID (SEE CURB OUTLET DETAIL HEREON) 50 JOIN EXISTING SEWER LATERAL INSTALLED PER CVWD PLAN 51 INSTALL 4 PVC SEWER LATERAL 0 JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PIAN 60 JOIN EXISTING WATER METER INSTALLED PER CVWD PIAN 61 INSTALL 1" SCH. 80 PVC WATER LINE 62 JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PLAN 1 ; 17" f I 1 II )NAUTHORIZED PAF UNAUTHORIZED VEHICLES PARKED IN DESIGNATED C:) co ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS 0 OR LICENSE PLATES v C> 0 ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERS EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT 51-351 AVENIDA BERMUDAS LA QUINTA, CA BY TELEPHONING 760-836-3215 1 II )NAUTHORIZED PAF NTS C:) co 0 v C> 0 @"WADPONLY" SIGN AA I NTS DWAN ACCESSIBLE" SIGN I I NTS I t i BE CONSTRUCTED — co o WITH THIS UNIT S I .:I W mcc 1 494.2 TW i 12 ng FS T 1 . FS O W FIN GRADE F— j I 487.3 FG s I,3 LLJ '� 57 �� FIN. SURFACE Q 486.2 TF I 4 PAD=488.3 I.I ! , b I PAD=488.0 �. I I. x C7 I. I I I �; "v 'el I W I 6 Q I.1 L.1 I I (p I 1 1 J 12" ROUND x 24" DEEP I "le: � 12" ROUND x 8' DEEP ` I p�' G I' J W CONCRETE FOOTING W/ I F CONCRETE FOOTING W/ I I 488.0 /S e , f I I I! FG , 1 �' > 1/2"x8" ROD ANCHOR a i I - G 1/2"x8" ROD ANCHOR. n { 494.2 TW CV) I I I; I 487.0 FG I 486.2 TF u o 5' 4" POP—UP AF m EMITTER 39 " 1O 3"X4" REDUCER z o0 �y� NOTES 6' CURB v & GUTTER 01 MASONRY GARDEN WALL TO BE CONSTRUCTED PER SEPARATE PERMIT. cc THROUGH WALL DRAINAGE TO BE CONSTRUCTED WITH MASONRY GARDEN WALL, SEE DETAIL SHT. NO. 1 UNDERGROUND SERVICE ALERT 3 EXISTING PERIMETER WALL PER PLAN SET NO. 11012 3 MI PVC SCH. 40 PIPE 36 ❑ � MIN. PIPE SLOPE=1.0% 4 EXISTING COMBINATION GARDEN RETAINING WALL PER PLAN SET NO. 14017 �Q 3" PVC SCH. 40 PIPE _n GALL TOLL FREE: ❑ / Q� MIN. PIPE SLOPE=1.0% DRILL 1/4" HOLE GRAPHIC SCALE J EXISTING DRIVEWAY APPROACH PER PLAN SET NO. 14022 F` IN BOTTOM OF 4" TEE 20 0 10 20 40 80 0 221-800 2600 3� CURB OUTLET DIETAIL ( NTS ( IN FEET) t 1 inch = 20 ft. Z TWO WORKING DAYS BEFORE YOU DIG B J UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREPARED DER THE DIRECTION OF: �j 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA IZ Q�oFEssio ATE:�f_'— MORSE Suite 218 PRECISE GRADING PLAN 3 z_ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O `( C, �� Palm Desert, CA 92211 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Q�" �,F- F ___ SHT. O THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE r� �� _ STANLEY C. MORS EXP. DATE 9 30 15 SCHULTZ Voice: 760-674-5776 TRACT NO. 36537, THE SIGNATURE Q THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `" No. 20596 '" Z R.C.E 2G596 Q TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT m mdslaquinta®mdsconsulting.net 5 0 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 9-30-15 � APPROVED BY: MODEL COMPLEX OF SHTS. REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO *' PLANNERS ENG 1 N E E R 5 SURVEYORS N EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `t'I9 �IVII. �Q' DATE: LOTS 1-4 AND 57-60 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE lF pp LIF SCALE: SEE ABOVE BENCH MARK: j1 CA POR. OF THE Si/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E., S.B.B.&M. W UTILITIES RESPONSIBI STRUCTURES FOUND OWNERS THE SITE. U SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE TIMOTHY R. JONASSON EXP. DATE 12 31 1 4 CITY B.M. 430 - FD. t.50° COPPERWELD STAMPED "Ls --9a°, FLASH, CL TNI. AVE. 54 & 11uprpSON Lll CONCERNEDLITY TO BEFORE ST FY THE RTING W RKOF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM PW DIRECTOR CITY ENGINEER R.C.E. 45843 DATE: JUNE, 2014 ST. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATNE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: a I:\86000\PG\MODEL-03.dw9 6/25/14 ® INSTALL R1-1 SIGN WITH POLE PER CALTRANS STD. DATA o oR> � -1Y DELTA RADIUS "UNAUTHORIZED C1 o�FS FI TO BE CPLANS.ER Q INSTALL PARKING" SIGN PER CBC CHAPTER 11A tK Z SEPARATES(14j ERMITRSEEGARDELLANDSCAPEOARCH. 10 INSTALL ADA PARKING ONLY SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 6 ' �2 THROUGH WALL DRAINAGE TO BE CONSTRUCTED WITH 14 CONSTRUCT 6.5" CONCRETE PAVEMENT, WITH THICKENED EDGE PER GEOCON z MASONARY WALL, SEE DETAIL ON SHEEP 1. 11 t. r E { r FUTURE BUILDING 29 ! f . N 78'27'35" W C2 5 8 _..1..9.. EXISTING COMBINATION GARDEN/RETAINING WALL PER I L ROUGH GRADING PLAN (PLAN SET NO. 14017). '9a 0 1 VILLA 96 s 10 a txo�5 1 : 11 PLAN 2X VILLA 97 PLAN 2XR 4 co FUTURE BUILDING 30 1 a F5 10 0 5 10 20 ; J W- __ _ o � 11FF= 4 PAD4911.5 FF -492.17 PAD=491.5 5 VILLA 98 VILLA 99 VILLA QO 0�1 o F5 �g mLid PLAN 2X PLAN 2XR PLAN 2XR NOTES ( IN FEET }1 FF=491.57 PAD=49o.9 FF=491.57 PA=49o.sCONSTRUCTION FF=491.57 PAD=490.9 �q' 0 cr Fz- W 25.00 inch = 10 ft. N 78°27'35 ® INSTALL 6" WHEEL STOP al 1 05 INSTALL 4 BLUE PARKING STRIPE PER CBC CHAPTER 11A fl 0�`: © INSTALL 4 WHITE PARKING STRIPE PER CBC CHAPTER 11A - 0 STENCIL DISABLED PARKING SYMBOL PER CBC CHAPTER 11A CDI 2.07 ' NOTES ® INSTALL R1-1 SIGN WITH POLE PER CALTRANS STD. DATA o oR> � -1Y DELTA RADIUS "UNAUTHORIZED C1 o�FS FI TO BE CPLANS.ER Q INSTALL PARKING" SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. Z SEPARATES(14j ERMITRSEEGARDELLANDSCAPEOARCH. 10 INSTALL ADA PARKING ONLY SIGN PER CBC CHAPTER 11A AND DETAIL THIS SHEET. 6 ' �2 THROUGH WALL DRAINAGE TO BE CONSTRUCTED WITH 14 CONSTRUCT 6.5" CONCRETE PAVEMENT, WITH THICKENED EDGE PER GEOCON z MASONARY WALL, SEE DETAIL ON SHEEP 1. 17 RECOMMENDATIONS, OVER SUBGRADE. (SUBGRADE COMPACTED AT 95% MIN.) ! f . ® EXISTING COMBINATION GARDEN/RETAINING WALL PER ETAIL ON SHEET 3 I SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, MATERIAL, SCORING ETC. ROUGH GRADING PLAN (PLAN SET NO. 14017). 15 CURVE DATA DELTA RADIUS LENGTH C1 90'00100" 2.00' 3.14' C2 9359'53'° 2.00' 3.28' C3 86'00'07' 10.00' 15.01' C4 89'46'53" 10.00' 15.67' 15 CONSTRUCT ENHANCED CONCRETE PAVERS (SOMM THICK) PER D I (� 16 CONSTRUCT CONCRETE SIDEWALK AT ELEVATIONS SHOWN HEREON, 15 18' ?' S' 14 MARK RE�/ISIONS APPR. DAT DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM Q Ix SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, MATERIAL, SCORING ETC. 17 CONSTRUCT CONCRETE PATIOS/COURTYARDS AT ELEVATIONS SHOWN HEREON, SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, MATERIAL, SCORING ETC. 0 j GRAPHIC SCALE co s F - a F5 10 0 5 10 20 J W- __ _ o � O 16.00' C1 o F5 �g mLid ( IN FEET }1 W 25.00 inch = 10 ft. N 78°27'35 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING ' THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK RE�/ISIONS APPR. DAT DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM J PREPARED NDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA a' 41865 Boardwalk U1 Q�OF ESS/ pv ATE: . MORSE sale 2, B PRECISE GRADING PLAN 4 Z p 9C� Palm Desert, CA 92211 SCHULTZ Voice: 760.674-5776 TRACT NO. 36537, THE SIGNATURE sHT. a �r c STANLEY C. MORS EXP. DATE 9 30 15 No. 20596 m m R.C.E. 20596 9 9 OF SHTS. 0 mdsla Uinta®mdsconaultin net MODEL COMPLEX a Exp. 9-30-15 APPROVED BY: PLANNERS ENGINEERS SURVEYORS W *sem On- * DATE: LOT 94 —VILLA BUILDING 28 SQ j BENCH MARK: qF pf CAE SCALE: SEE ABOVE POR. OF THE S1/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, 16S., R.lE., S.B.B.&M. U TIMOTHY R. JONASSON EXP. DATE -12-/-3-17-14 CITE' B.M. #430 - FD. 1.50" COPPERWELD STAMPED °LS --98-, FLUSH, CL INT. AVE. 54 & JEFFERSON a PW DIRECTOR CITY ENGINEER R.C.E. 45843 DATE: JUNE, 2014 ST. ELEV. 505.467. CONTOUR DATUM IS SEA LM PLUS 500 FEET TO AVOID NEGATIVE NUMBERS, FOR: CALIFORNIA WEST COMMUNITIES W.O. NO: d I:\86000\PG\M0DEL-04.dwg 6/25/14 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: EX. SD LATERAL A7 (PLAN SET No. 14026) r f IF. 487.68 INV.B" 488.02 487. 44INV.4 �k 486.82 INV 8" / DATE EG BUTLER LES JOHNSON DATE 488.02INV.8 -. __. __ _ 486.90 INV; 486.28 18 RCP INV.=484.00 I _ _..___ .. _ 487.31 INV.B" GR BU n 488.18 INV.4 ( 487.03 INV,R"x-.max. INV.B _ --3---- .._ADS INV=4$5:00 - - CITY DOF LAING FQUIINTA CITYAL O FILA QUINTATY PMENT DIRECTOR GRAPHIC SCALE 10 0 5 10 20 "PIV/FDC DETAIL 66 INSTALL 4" C900, CL 200 PVC FIRE WATER SERVICE " " 1 ( IN FEET ) NTS rP JUN' a'LU`U. F Zd N'T UIr 60L *EC -1 Turn' (I RRE S))SITLFN)1 1 inch = 10 ft. NOTE: FIRE WATER SERVICE TO BE INSTALLED BEYOND PA- EDGE OF CONCRETE PAVEMENT FOR FUTURE BUILDINGS. � ��""' PREPARED DER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk MORSE QROFEss,oN ATE: v . Suite 218 PRECISE GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O q! OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� F-`l C. <, P°ImDeser6CA92411 TRACT NO. 36537 THE SIGNATURE SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �-� �Q? Off: c' ST 'NL C. MORSE EXP. DAT 9/30T1-5 L S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `-" `"m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT N0. 2059fi m mdslaquinto®mdsconsulting.net REPORTED FROM O HEEXISTENCE ANTE CE OF UN ERGROUOT TED OR SHOWN OR STRUCTURES RECORDS SHALLWORKIBE MADE TO APPLY CONTINUOUSLY O TIINUOUTION LY ANDTNOT OR FB LIMITED HER AGREES NORMAL Exp. 9-30-15 APPROVED BY: MODEL COMPLEX OF 5 SHTS. * * PLANNERS ENGINEERS SURVEYORS sT c,v,� ,� DATE: LOT 94 -VILLA BUILDING 28 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 9TH. � BENCH MARK: MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Or, C,qL\F SCALE: SEE ABOVE POR. OF THE Si/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E., S.B.B.&M. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE TIMOTHY R. JONASSON EXP. DATE 12/31/14 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED °LS --98', RUSH, CL IM. AVE. 54 & JEFFERSON RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DATE: JUNE, 2014 CONCERNED BEFORE STARTING WORK. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM PW DIRECTOR CITY ENGINEER R.C.E. 45843 SF. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. N0: 1:\000UU\rt,\MVULL-UJ.UWy U/ 4J W F a z V3 W 2 H ti c') Ln c0 c) Z t - U 11r O J W z a Z 0 W W a COURSE DATA Q3) JOIN ROOF DRAIN IPIPEK AKCHIIkC15 I LANs Irr=2.ut� BEARING O POST INDICATOR 64 DISTANCE Lt FIRE CONNECTION 65 RE DEPARTMENT 34 I INSTALL 8 ADS NDt02 HDPE I 9.00' L2 N 83'30'00" W 23.71' 35 INSTALL 6" ADS N-12 HDPE PIPE 78'27'35" W 183.28' L4 N 7927'35" 36 INSTALL C ADS N-12 HDPE PIPE L5 N 7927'35" W 20.33' L6 3© INSTALL NDS #75, 4 ROUND ATRIUM GRATE, OR EQUAL W 27.43' L7 N 7927'35" W GRADE LEVEL 38 CONSTRUCT CURB OUTLET PER DETAIL ON SHEEP 3 7927'35" W 33.56' L9 N 78'27'35" W 16.74' 39 INSTALL CLEANOUT W/GREEN PLASTIC LID 7927'35" W 11.37' L11 N 7927'35" W 11.03' L12 (SEE CURB OUTLET DETAIL ON SHEET 3) 56'32'25" E 20.25' L13 N 11'32'25" E 36.65' 40 INSTALL CONCRETE SPLASH BLOCK AT GRADE 11'32'25" E 3.31' L15 N 11'32'25" E 13.35' 50 JOIN EXISTING SEWER LATERAL INSTALLED PER CVWD PLAN 11`3225" E 10.00' L17 N 11'32'25" E 4" C900 CL. 200 PVC PIPE 66 51 INSTALL 4" PVC SEWER LATERAL 33'27'35° W 21.50' 55 JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PLAN SUPPLY BUILDING 60 JOIN EXISTING WATER METER INSTALLED PER CVWD PLAN ; I -F TO DET. CHECK 66 TO SYSTEM-► PER DESIGN BY IG ® JOIN BLDG. POINT OF CONNECTION PER ARCHITECT'S PLANCIA I OTHERS 63 O JOIN EXISTING DETECTOR CHECK INSTALL PER CVWD PLAN 4" 0900 CL 200 PVC PIPE 66 64 INSTALL POST INDICATOR VALVE (PIV) 65 INSTALL FIRE DEPARTMENT CONNECTION (FDC) GRAPHIC SCALE 10 0 5 10 20 "PIV/FDC DETAIL 66 INSTALL 4" C900, CL 200 PVC FIRE WATER SERVICE " " 1 ( IN FEET ) NTS rP JUN' a'LU`U. F Zd N'T UIr 60L *EC -1 Turn' (I RRE S))SITLFN)1 1 inch = 10 ft. NOTE: FIRE WATER SERVICE TO BE INSTALLED BEYOND PA- EDGE OF CONCRETE PAVEMENT FOR FUTURE BUILDINGS. � ��""' PREPARED DER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk MORSE QROFEss,oN ATE: v . Suite 218 PRECISE GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O q! OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� F-`l C. <, P°ImDeser6CA92411 TRACT NO. 36537 THE SIGNATURE SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �-� �Q? Off: c' ST 'NL C. MORSE EXP. DAT 9/30T1-5 L S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `-" `"m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT N0. 2059fi m mdslaquinto®mdsconsulting.net REPORTED FROM O HEEXISTENCE ANTE CE OF UN ERGROUOT TED OR SHOWN OR STRUCTURES RECORDS SHALLWORKIBE MADE TO APPLY CONTINUOUSLY O TIINUOUTION LY ANDTNOT OR FB LIMITED HER AGREES NORMAL Exp. 9-30-15 APPROVED BY: MODEL COMPLEX OF 5 SHTS. * * PLANNERS ENGINEERS SURVEYORS sT c,v,� ,� DATE: LOT 94 -VILLA BUILDING 28 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 9TH. � BENCH MARK: MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Or, C,qL\F SCALE: SEE ABOVE POR. OF THE Si/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E., S.B.B.&M. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE TIMOTHY R. JONASSON EXP. DATE 12/31/14 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED °LS --98', RUSH, CL IM. AVE. 54 & JEFFERSON RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DATE: JUNE, 2014 CONCERNED BEFORE STARTING WORK. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM PW DIRECTOR CITY ENGINEER R.C.E. 45843 SF. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. N0: 1:\000UU\rt,\MVULL-UJ.UWy U/ 4J W F a z V3 W 2 H ti c') Ln c0 c) Z t - U 11r O J W z a Z 0 W W a COURSE DATA # BEARING DISTANCE Lt N 630'00" E 9.00' L2 N 83'30'00" W 23.71' L3 N 78'27'35" W 183.28' L4 N 7927'35" W 26.44' L5 N 7927'35" W 20.33' L6 N 78'27'35" W 27.43' L7 N 7927'35" W 36.38' L8 N 7927'35" W 33.56' L9 N 78'27'35" W 16.74' L10 N 7927'35" W 11.37' L11 N 7927'35" W 11.03' L12 N 56'32'25" E 20.25' L13 N 11'32'25" E 36.65' L14 N 11'32'25" E 3.31' L15 N 11'32'25" E 13.35' L16 N 11`3225" E 10.00' L17 N 11'32'25" E 10.00' L18 N 33'27'35° W 21.50' GRAPHIC SCALE 10 0 5 10 20 "PIV/FDC DETAIL 66 INSTALL 4" C900, CL 200 PVC FIRE WATER SERVICE " " 1 ( IN FEET ) NTS rP JUN' a'LU`U. F Zd N'T UIr 60L *EC -1 Turn' (I RRE S))SITLFN)1 1 inch = 10 ft. NOTE: FIRE WATER SERVICE TO BE INSTALLED BEYOND PA- EDGE OF CONCRETE PAVEMENT FOR FUTURE BUILDINGS. � ��""' PREPARED DER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk MORSE QROFEss,oN ATE: v . Suite 218 PRECISE GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O q! OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� F-`l C. <, P°ImDeser6CA92411 TRACT NO. 36537 THE SIGNATURE SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �-� �Q? Off: c' ST 'NL C. MORSE EXP. DAT 9/30T1-5 L S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `-" `"m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT N0. 2059fi m mdslaquinto®mdsconsulting.net REPORTED FROM O HEEXISTENCE ANTE CE OF UN ERGROUOT TED OR SHOWN OR STRUCTURES RECORDS SHALLWORKIBE MADE TO APPLY CONTINUOUSLY O TIINUOUTION LY ANDTNOT OR FB LIMITED HER AGREES NORMAL Exp. 9-30-15 APPROVED BY: MODEL COMPLEX OF 5 SHTS. * * PLANNERS ENGINEERS SURVEYORS sT c,v,� ,� DATE: LOT 94 -VILLA BUILDING 28 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 9TH. � BENCH MARK: MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Or, C,qL\F SCALE: SEE ABOVE POR. OF THE Si/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E., S.B.B.&M. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE TIMOTHY R. JONASSON EXP. DATE 12/31/14 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED °LS --98', RUSH, CL IM. AVE. 54 & JEFFERSON RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DATE: JUNE, 2014 CONCERNED BEFORE STARTING WORK. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM PW DIRECTOR CITY ENGINEER R.C.E. 45843 SF. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. N0: 1:\000UU\rt,\MVULL-UJ.UWy U/ 4J W F a z V3 W 2 H ti c') Ln c0 c) Z t - U 11r O J W z a Z 0 W W a COURSE DATA BEARING DISTANCE L19 N 78'27'35" W 3.00' L20 N 11'32'25" E 55.96' L21 N 11'32'25" E 5.00' L22 N 11'32'25" E 18.00' L23 N 11'32'25" E 33.00' L24 N 5932'25" E 14.44' L25 N 7927'35" W 5.33' L26 N 78'27'35" W 7.50' L27 N 78727'35" W 7.50' L28 N 78'27'35" W 11.03' L29 N 11'32'25" E 3.50' L30 N 11'32'25" E 6.50' L31 N 11'32'25" E 8.00' L32 N 11'32'25" E 5.00' L33 N 11'32'25" E 3.00' L34 N 11'32'25" E 10.00' L35 N 78'27'35" W 20.66' L36 N 78'27'35" W 9.00' GRAPHIC SCALE 10 0 5 10 20 "PIV/FDC DETAIL 66 INSTALL 4" C900, CL 200 PVC FIRE WATER SERVICE " " 1 ( IN FEET ) NTS rP JUN' a'LU`U. F Zd N'T UIr 60L *EC -1 Turn' (I RRE S))SITLFN)1 1 inch = 10 ft. NOTE: FIRE WATER SERVICE TO BE INSTALLED BEYOND PA- EDGE OF CONCRETE PAVEMENT FOR FUTURE BUILDINGS. � ��""' PREPARED DER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk MORSE QROFEss,oN ATE: v . Suite 218 PRECISE GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY O q! OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �� F-`l C. <, P°ImDeser6CA92411 TRACT NO. 36537 THE SIGNATURE SHT. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �-� �Q? Off: c' ST 'NL C. MORSE EXP. DAT 9/30T1-5 L S C H U L T Z Voice: 760-674-5776 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. `-" `"m z R.C.E. 20596 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT N0. 2059fi m mdslaquinto®mdsconsulting.net REPORTED FROM O HEEXISTENCE ANTE CE OF UN ERGROUOT TED OR SHOWN OR STRUCTURES RECORDS SHALLWORKIBE MADE TO APPLY CONTINUOUSLY O TIINUOUTION LY ANDTNOT OR FB LIMITED HER AGREES NORMAL Exp. 9-30-15 APPROVED BY: MODEL COMPLEX OF 5 SHTS. * * PLANNERS ENGINEERS SURVEYORS sT c,v,� ,� DATE: LOT 94 -VILLA BUILDING 28 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 9TH. � BENCH MARK: MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Or, C,qL\F SCALE: SEE ABOVE POR. OF THE Si/2 OF THE NEI/4 OF THE SEI/4 OF SEC. 21, T.6S., R.7E., S.B.B.&M. UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE TIMOTHY R. JONASSON EXP. DATE 12/31/14 CITY B.M. #430 - TO. 1.50" COPPERWELD STAMPED °LS --98', RUSH, CL IM. AVE. 54 & JEFFERSON RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DATE: JUNE, 2014 CONCERNED BEFORE STARTING WORK. DESIGNED BY: BJB DRAWN BY: BJB CHECKED BY: SCM PW DIRECTOR CITY ENGINEER R.C.E. 45843 SF. ELEV. 505.467. CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: CALIFORNIA WEST COMMUNITIES W.O. N0: 1:\000UU\rt,\MVULL-UJ.UWy U/ 4J W F a z V3 W 2 H ti c') Ln c0 c) Z t - U 11r O J W z a Z 0 W W a