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2013 10 02 ALRBI ALRB agendas and staff reports are now available on the City's web page: www.la-guinta. org ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA CITY HALL STUDY SESSION ROOM 78-495 Calle Tampico, La Quinta REGULAR MEETING on WEDNESDAY, OCTOBER 2, 2013 AT 10:00 A.M. CALL TO ORDER 1 . Roll Call 2. Pledge of Allegiance PUBLIC COMMENT At this time members of the public may address the Committee on any matter not listed on the agenda. Please complete a "Request to Speak" form and limit your comments to three minutes. CONFIRMATION OF AGENDA APPROVAL OF MINUTES Approval of the minutes of September 18, 2013 BUSINESS SESSION Site Development Permit 2013-927 submitted by Coral Option I, LLC. for the construction of an approximately 33,604 square -foot golf clubhouse on 3.44 acres located adjacent to the existing tennis clubhouse and existing driving range. Location: within the existing Andalusia at Coral Mountain — 58830 Marbella, La Quinta, CA. ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA 1 OCTOBER 2, 2013 CORRESPONDENCE AND WRITTEN MATERIAL REPORTS AND INFORMATIONAL ITEMS 1 . Citywide policy change from summary minutes to action minutes for the City Council and all City agencies, boards, commissions, and committees. BOARD MEMBER ITEMS ADJOURNMENT The next regular meeting of the Architectural and Landscaping Review Board will be held on November 6, 2013, commencing at 10:00 a.m. at the La Quinta Study Session Room, 78-495 Calle Tampico, La Quinta, CA 92253. DECLARATION OF POSTING I, Monika Radeva, Secretary, of the City of La Quinta, do hereby declare that the foregoing Agenda for the Architectural and Landscaping Review Board meeting was posted on the inside of the north entry to the La Quinta Civic Center at 78-495 Calle Tampico, and the bulletin boards at 78-630 Highway 1 1 1, and the La Quinta Cove Post Office at 51-321 Avenida Bermudas, on September 27, 2013. DATED: September 26, 2013 `J MONIKA RADEVA, Secretary City of La Quinta, California PUBLIC NOTICES The La Quinta City Study Session Room is handicapped accessible. If special equipment is needed for the hearing impaired, please call the City Clerk's office at 777-7123, twenty-four (24) hours in advance of the meeting and accommodations will be made. If special electronic equipment is needed to make presentations to the Board, arrangements should be made in advance by contacting the City Clerk's office at 777-7123. A one (1) week notice is required. If background material is to be presented to the Board during an Architectural and Landscaping Review Board meeting, please be advised that eight (8) copies of all documents, exhibits, etc., must be supplied to the Secretary for distribution. It is requested that this take place prior to the beginning of the meeting. Any writings or documents provided to a majority of the Board regarding any item(s) on this agenda will be made available for public inspection at the Community Development Department's counter at City Hall located at 78-495 Calle Tampico, La Quinta, California, 92253, during normal business hours. ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA 2 OCTOBER 2, 2013 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES MONDAY, SEPTEMBER 18, 2013 CALL TO ORDER A special meeting of the La Quinta Architectural and Landscaping Review Board was called to order at 10:03 a.m. by Planning Manager David Sawyer. Planning Manager Sawyer led the Committee into the Pledge of Allegiance. PRESENT: Board Members Richard Gray and Ray Rooker ABSENT: Board Member Kevin McCune STAFF PRESENT: Planning Manager David Sawyer, Principal Planner Wally Nesbit, Associate Planner Jay Wuu, and Secretary Monika Radeva PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed APPROVAL OF MINUTES Motion - A motion was made and seconded by Board Members Gray/Rooker to approve the Architectural and Landscaping Review Board Minutes of August 21, 2013, as submitted, with the following additions: Page 3, Paragraph 5 should read: "Board Member Rooker suggested the color of the building be changed to something more vibrant in order to draw attention to it, and a stronger architectural style be used to make the building stand out. " Page 4, Paragraph 1 should be added: "Board Member Rooker suggested landscaping be added in the area between the proposed building and the existing post office. " AYES: Board Members Gray and Rooker. NOES: None. ABSENT: Board Member McCune. ABSTAIN: None. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 1 SEPTEMBER 18, 2013 BUSINESS SESSION Site Development Permit 2013-929 submitted by Monterra Properties, LLC. for consideration of architectural and landscaping plans for Monterra (TR 32742), a 14-acre tract, consisting of 40 single-family residential lots. Location: Monroe Street between Avenue 54 and Airport Boulevard. Associate Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Mr. Mark Ladeda, President of Desert Coastal Developers, La Quinta, CA, introduced himself as the developer of the project, gave a brief description of the proposed residential development, and answered the Board's questions. Board Member Rooker provided the following suggestions for consideration by the Planning Commission: • Enhanced front door walkway separate from the driveway • Locate a single monument sign within a central island of the driveway instead of the two proposed signs on both sides • Additional use of color in the proposed landscaping palette Motion - A motion was made and seconded by Board Members Rooker/Gray recommending approval of Site Development Permit 2013-929, as submitted with staff's recommended conditions of approval and the addition of a condition requiring the adjustment of the location of the side wall to facilitate use of the golf cart space for Plan No. 1 . AYES: Board Members Gray and Rooker. NOES: None. ABSENT: Board Member McCune. ABSTAIN: None 2. Site Development Permit 2013-924 and Tentative Tract Map 36537 submitted by Wayne Rembold, Rembold Companies, for the consideration of architectural and landscaping plans for the Signature at PGA West, a 230- unit residential complex of single-family detached and attached units. Location: within the PGA West development, along the north and east side of PGA Boulevard, west of the Stadium Clubhouse on the former PGA West Resort core site. Principal Planner Wally Nesbit presented the information contained in the staff report, a copy of which is on file in the Community Development Department. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 2 SEPTEMBER 18, 2013 Mr. Steven Ford, Development Director with Signature Development Services, Palm Desert, CA, introduced himself, gave an overview of the proposed development, explained the golf cart route, and answered the Board's questions.. Mr. Mark Kiner, AIA, Senior Vice President with Bassenia / Lagoni Architecture Planning Interiors, Newport Beach, CA, introduced himself, explained the proposed color palette and concrete tile roof, and answered the Board's questions. Motion - A motion was made and seconded by Board Members Gray/Rooker recommending approval of Site Development Permit 2013-924 as submitted with staff's recommendations. AYES: Board Members Gray and Rooker. NOES: None. ABSENT: Board Member McCune. ABSTAIN: None. CORRESPONDENCE AND WRITTEN MATERIAL - None BOARD MEMBER ITEMS - None PLANNING STAFF ITEMS • A joint meeting between the Planning Commission and the Architectural and Landscaping Review Board has been tentatively scheduled for October 22, 2013, at 6:00 p.m. ADJOURNMENT There being no further business, it was moved and seconded by Board Members Gray/Rooker to adjourn this meeting at 11:12 a.m. AYES: Board Members Gray and Rooker. NOES: None. ABSENT: Board Member McCune. ABSTAIN: None. Respectfully submitted, MONIKA RADEVA, Secretary City of La Quinta, California ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 3 SEPTEMBER 18, 2013 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD DATE: OCTOBER 2, 2013 CASE NUMBER: SITE DEVELOPMENT PERMIT 2013-927 APPLICANT: CORAL OPTION I, LLC PROPERTY OWNER: CORAL OPTION I, LLC REQUEST: CONSIDERATION OF ARCHITECTURAL AND LANDSCAPING PLANS FOR SITE DEVELOPMENT PERMIT 2013-927 LOCATION: WITHIN THE EXISTING ANADALUSIA AT CORAL MOUNTAIN, 58830 MARBELLA, LA QUINTA EXECUTIVE SUMMARY The applicant proposes the construction of a golf clubhouse adjacent to the existing tennis clubhouse and existing driving range. The clubhouse is part of the ongoing development of the Andalusia project, and continues the phased development of the site. The clubhouse is proposed to be 33,604 square feet, on a 3.44 acre site. Please see Attachment 3, Sheet S 1 . BACKGROUND The Andalusia at Coral Mountain project encompasses a total of 945 acres on the east side of Monroe, between Avenue 58 and Avenue 60. The project was originally approved through a Specific Plan that allowed for phased development of a number of planning areas. The golf clubhouse was originally planned for a site north of the current project; a Specific Plan Amendment is being processed concurrent with this Site Development Permit to relocate the clubhouse to this proposed location. The proposed clubhouse would occur in the center of the project, and will be adjacent to the existing tennis center and swimming pool. The addition of the golf clubhouse at this location will provide centralized social and community facilities for the residents. The clubhouse is proposed on land which currently accommodates the eastern end of the driving range, on the west side of Marbella, as well as an expansion of the parking lot currently located north of the tennis and swimming pool facilities. A central fountain and roundabout will straddle Marbella and tie all the facilities together. In the future, a 6,000 square foot Spa will be added immediately north of the tennis facilities, but is not part of the current request. PROPOSAL & ANALYSIS Architecture: The clubhouse is proposed to blend with the existing facilities adjacent to the site, and will be of a similar southern Spanish architecture. The building will be two stories in height, but only one story will be above the grade of Marbella. The lower floor will take advantage of the existing grade differential, and will occur below the street level. The architecture emphasizes the Spanish style through its use of red brick and stucco on the exterior walls, with accents of cut stone and stained wood trim and rafters. The roof is proposed to be clay tile, with standing seam copper accents above a central cupola, at the crest of the roof over the men's lounge, and several other roof elements throughout the building. The tile roof is conditioned to be hand -mudded to be consistent with the existing tennis buildings' finish. The plans call for extensive covered outdoor spaces located under arcades framed with cast stone columns. The design of the golf clubhouse is consistent with the high quality of development that occurs in Andalusia, and will continue the theme and character of the project. The mass of the building will generally extend to 25 feet above Marbella. A chimney proposed on the north side of the building will extend to 36 feet above Marbella. The lower floor, which will be below street grade, will be 11 feet in height, for a total building height of 36 feet. The architecture is consistent with the adopted Specific Plan and proposed Specific Plan Amendment, and the standards of the Zoning Ordinance, where applicable. Landscaping: The landscaping plan has been designed to integrate into the existing plantings on the site. Limited turf is proposed, primarily adjacent to the existing tennis facilities. The landscape palette continues the southern Spanish theme, by continuing the use of Olive trees and columnar Cypress. The olive trees consist of some existing trees to be relocated, and some to be added to the plan. In addition, Palo Verde species are included in the palette. Agave, bottlebrush, bougainvillea and rosemary, among others, are used as shrubs and ground cover in clearly delineated planting areas. The landscaping palette is consistent with that already in use on the project site, and will extend the character of the landscaping to the new clubhouse. The use of consistent plantings throughout the tennis, swim and golf clubhouse areas will unify the site and provide an appealing environment for the project's residents. The plant palette is varied and consistent with the theme of the project. The applicant is conditioned to meet the requirements of the City's Water Efficient Landscape ordinance, to assure low water use. RECOMMENDATION Recommend approval of Site Development Permit 2013-927 to the Planning Commission, subject to the attached Conditions of Approval. Report prepared by: Nicole Sauviat Criste, Consulting Planner Report approved for submission by: David Sawyer, Planning Manager Attachments: 1 . Project Information 2. Vicinity Map 3. Site Development Permit Plan Set ARCHITECTURAL AND LANDSCAPING REVIEW BOARD CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2013-927 ANDALUSIA GOLF CLUBHOUSE OCTOBER 2, 2013 Page 1 of 1 ARCHITECTURE 1. The clay tile roof shall be hand -mudded consistent with the treatment used on the existing tennis facilities. LANDSCAPE AND IRRIGATION 2. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans) 3. Landscape and irrigation plans shall be signed and stamped by a licensed landscape architect. 4. All trees added to the project site (not trees being relocated) shall have a minimum caliper of 2.5 inches. 5. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 6. The applicant shall submit the final landscape plans for review, processing and approval to the Community Development Department, in accordance with the Final Landscape Plan application process. Community Development Director approval of the final landscape plans is required prior to issuance of the first building permit unless the Community Development Director determines extenuating circumstances exist which justify an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Community Development Director and/or City Engineer. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Community Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Community Development Director shall review and approve any such revisions to the landscape plan. 7. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. ATTACHMENT # 1 Proiect Information CASE NUMBER: SITE DEVELOPMENT PERMIT 2013-927 APPLICANT: CORAL OPTION I, LLC PROPERTY OWNER: CORAL OPTION I, LLC ARCHITECT: HART HOWERTON LANDSCAPE ARCHITECT: RGA LANDSCAPE ARCHITECTURE ENGINEER: WATSON ENGINEERING REQUEST: CONSIDERATION OF ARCHITECTURAL AND LANDSCAPING PLANS FOR SITE DEVELOPMENT PERMIT 2013-927 LOCATION: WITHIN THE EXISTING ANDALUSIA AT CORAL MOUNTAIN, 58830 MARBELLA, LA QUINTA GENERAL PLAN DESIGNATION: OPEN SPACE RECREATION ZONING DESIGNATION: GOLF COURSE SURROUNDING ZONING/LAND USES: NORTH: OPEN SPACE RECREATION & LOW DENSITY RESIDENTIAL/GOLF COURSE & SINGLE FAMILY HOMES SOUTH: OPEN SPACE RECREATION/GOLF COURSE EAST: OPEN SPACE RECREATION/EXISTING TENNIS & SWIM CLUB FACILITIES WEST: OPEN SPACE RECREATION/GOLF COURSE SUBDIVISION INFORMATION: N/A. THE ORIGINAL SPECIFIC PLAN (SP 218) WAS APPROVED BY THE COUNTY OF RIVERSIDE. SP 2013- 067, IS BEING PROCESSED CONCURRENT WITH THIS SITE DEVELOPMENT PERMIT. Andalusia Clubhouse Vicinity Map October 2, 2013 City of La Quinta Planning Division Community Development Department F." A. Pro;ectsummvy • Project Nerve: ARdalueia m Coral M000min Oolf Clubhouse • Pmjal Laeatiom 58830 MarbeRi, Ca QhhoiaCaUomia 92253 • Project Description: The project ocnsim of one -awry plus basanent building. The Main Level is approdnlmfy 9,5PAsf 8 of conditioned Golf Clubhouse with 7,755if of unconditioned terraces The Basemcot Ievd is approsimstely 5,390af of codidaned cmploym and mahanied space with an additional 10,933rf ofgclf are bon and exterior node. • fwiadic ion Counry of Rivmide • Applicable Codes 2010 Calif aois Building Code Based on 2009 I.—doml Budding Code. 2010 California Mechanical Cade Based on 2009 Udfoan Mechanics] Code. 2010 Califoania Mecbulicd Cade. Bud an 2OD9 Uniform Phlmbing Code. 2010 California Electrical Code Bud on 2008 Nadooal Elecerial Cade. 2010 Califamia energy Cade. 2010 Cdifamia Green Buildings Snnduds Code Accessibility Code, 2010 California Building Code (fide 24, Part D) • Dmign Criteria Sdamm Design Curgory "D" Euic Wind Spad: 85 mph (3-uoond gout), Eaposua "C' Chanson Zone 15 B. BuildmR Summery I. Building Oceupmcy Clusifics"i. OBC Chapter 3) e) Clubhouse Lou.^ Mixed Grill: A-2 b) Lochs Room., Preahop: B c) Cart Packing: S-2 2. Mixed Use:Non-Separakd Occupancies per Section 508.3. 3. Construed. Type Chuifieation(Chapter 6) Clubhouse: Type VB with Automatic Spriolder Syalem (per Section 91133.1 1) 4 � Building/0ccupeocy Allowable Actual Clubhouse: Mixed Use A-2 I �lllj lllll�lllll,C` �'',ar.d, , Ll .� 41J ,� ANDALUSIA AT CORAL MOUNTAIN GOLF CLUBHOUSE 58830 Marbella, LaQuinta, California 92253 SITE DEVELOPMENT PERMIT PACKAGE 12 APRIL 2013 PROTECT INFORMATION I PRO (D AHnson wad na (book Vale sod lancet numbn) (10)Tod PuIm,9 Arcs T64300061, 760.200 07;,so M075,76l-210L15,76F210071 30p67 St. 049 Awe, ill% 5. BuBdmg Heighl(Teble503) Buildwill0cetgnney Nlowibk(B) Actual(B) (2) L4sad Description (11) Tonl Undatap'u,s Am Clubhouse: Mixed Use tut 05 mdla'O'ofT-31691-2, MS 3W, Psi,, N d:rw:dt M and SS,IN Sr. 116 A— M% A-2 40 36 Pedom of Gdf Course pvaL 764200011sd 76F210015 6. Building Area(Chapter 5) f12LPaatin9 R•6m Rem:iad by da Cie, Cade Clubhouse: Mixed Use with Non-Sepmmd Occupuales per Section 5083. LBddnx Gened Plan Depn.don Gas tp.q Pn2505P.9m.4 aces Wa pn250 Sp potidd GP (GadCarc) 13 Number afPmtioxSrnas Ruadad by the Cin Cute (1) Allowable Areas (4) E—mg Zoning Do non �1Yfd Pi61061n'P"q Ph°•'�psdiay 152 T•ew A-21=p•ncy: B6se Alowable (Table 503): 6,ODO sf GC (G0C—) j14LNwnha of ADA Patina Spam RRe'ITuitd by Ja Cln Code Adjusted Allowable A-=At+(Atx1ay10D= (S)p,��g� pun ADA,.Odd:6,p—ADApe,ridd:9V- 600M (6000 x 30DY100= 24,000 SIM floor allowed No 9303-067 Ammdei No 2 (0)Numkaof5mtinand 54uue FeerofFloarA- LA GURYTA (2) Actual Building rea A 6j�ednmx Ind Use and proposed [And Use Smio:2 Floor Awn umow. See Am Seury bd Occupancy Actual (N. R) Allowable(ry. R) Status Faetlag laced at= Gdf fumse and gaf—neiMh A-2 9526 < 24.000 OK P:opsvl anti use: Gdf Clbhoue sd Sp Psdfiry (16)Grnlea Hight ofAvl BWld'ing RidgeofMm'a Loungeb25'A_ Us&u Md kCaul L7) Tord Groan Si. Ma C. Flee Ralxuase6 Fulrte kegpuemelu Ear floadmg IIlemmua in ba41t1 Pm:Ch"6, T*11 601 165,650 SP, 320 Arse 117)0—pncl CLaofiadon See Code Analysis Building Elements Co. uction Type VB (8)Tod NetSlaAm StructuralGame 0 150,576 SP, 3.45 Aau (18)Caamhaiw I* ANDALUCIA Exterior Bearing Wdl 0 sec Cade Andpia. (9] Tod RaBdinxAap fmddigt omered areas) CLUBHOUSE Interior Fairing Wall 0 3J,6M SP,0n Aaq 22X RxteriorNon Bearing Wall (Table 602) 0 Fhe Sepemtion Dieuaace>30 art, dorNon Bowing Wall 0 Floor 0 AREA SUMMARY VICINI DHHim D, ni song_, _-eemcma m MAIN LEVEL SPACES BASEMENT LEVEL SPACES spm— Phe Sep6ration DiRanea Typeof Oacupaocy ([.up (feet) CooaW lion A, F, 52 CONDITIONED CONDITIONED a>30 VE 0 MEN'S AREA 3,855 SF CARTOPERTATIONS 780 SF WOMENS AREA 1,600 SF SERVICE&MECH 4,610 SF P, Shag Enclosure Per Cheplm7 Sections 7084 SERVICE&ADMIN 2.025 SF — sPawcs I hour fuo-redathlrce sting anclosmefaexilathies. PROSHOP 2.046 SF TOTAL CONDITIONED, 5,390 SF TCTALCONDITIONED: 9,526 SF ATTACHMENT # 3 RECEIVED SEP 2 5 2013 CITY OF LA QUINTA PLANNING DEPARTMENT 41ANEE CORAL OPTION I, S I -A rwGA LA WRA, CA GA q AS 2253 T. Gaol 771-1001 cartAcr, NARK IRE51DB VIDE 150E m OF REAL E5TATE mmorrnadnmmwdcocan FF4E w 3115CJ1e" bl�m AY 64xs sillJ[GE 6'k4EYYAl3'r:iR� T. fM he1�N3 cLHrALT DPRfeELL SLM9Ti dareAxMMadsdassttum _ _ T2•JAw 0PMER55 PRO.ECT MANAGER 5URVEYOR TO DEYRT DEVELOP6 ,, LP M5A LONEIILTINS M510 LARBOIERAS N" BOB HDFE m IA W.A. 0A 92253 RANCHO WRAOE, CA 42Z T, (760) TTI-1665 1DIRELT) T. (aro) 5204611 F. F. (M.) 523 IM3 Said CONTACT, CCHTACT, MARL 1-GN.PIIE DOUG REOLIN SE19OR VILE PRESIDENT 586A NORTH ,rmeap—odaanRo<mnnyelbean f''+a-11rEGr E.INTER+7R ,4se,6a i ARLHITEGTS HART HOYERTON LNION S1RffT NT5 TAN FRN4L5CO3 CA 94II SAN T, f41(415) 43T-2 F, 5) 439-2W20I COfRALT, APCH MCTLQE PRINCIPAL - nH 5LATIHtY I DIRELrcR - FnnHA 17;rEu LA.1Ch'RFE A3zc,pL�.r RfaA LAN�LAFM ARCHITECTS Td061 EL PA ,, WM 2. PALM DESERT, CA T, (760) 566.36I4 F. COIBALT. RCN 6RE6 rge0onprgopdcan UNCONDITIONED UNCONDITIONED - GIVIL ENGINEER w'TWN e17�u45 45 50-200 HOMWE ST COVERED DINING 2,g09 SF CART PARKING 6,5J9 SF I.A GUINTA IMO, CA COVERED ARCADES 2,786 SF CART ARCADE 3,512 SF 1� Gaol zls-1553 MEWS TERRACE 802 SF TERRACE 882 SF F, WOMEN'STERRACE 530 SF CONTACT, CENTRALSTAIR 1,148 SF TOTAL r DALUSLA umovsAtSDtr UNCONDITIONED: 10,933 SF CLUBHOUSE ',«emsoM6.angcam TOTAL UNCONDITIONED: 7.755 SF =1-i�tilL�Lu .l .1�' t:Fk,:�LvkEEi FipNS ENSIe8RIN6 25O EAST TAHOIIR LANYOeI W ITOTALCONDf1IONED 14,916 SF TOTAL UNCONDITIONED 18,68E SF PALM T U6D CAg2262 NORTH F, fbol 325-]Dtr3 r CdRALT, NOTE: ALL AREAS CALCULATED EXTERIOR 1 'I R�B�r STYLE FINLSHED WALLTO rasybagonlsgospcan EXTERIOR FINISHED WALL, -- NTS ATb l 1a61111 m n. xY l 9 to ka iI �-i W (fi PRI.IJROT a, 1200T V R A W N B Y: CH BCK nil aY: AA41NU No, G1 0 m z W CAST STONE COLUMNS AND TRIM HARM" HOW E RTON WOOD TRIM AND TRELLIS DECORACTI VE METALS e 1 RAILING 1 + 1 1 1 1 1 r � 1 ' 1 t r 1 1 r 1 F 1 r SAN SEBASTIAN STONE (SLIMROCK) STUCCO ANDALUSIA GOLF CLUBHOUSE MATERIAL BOARD ALAMO BLEND BRICK (BELDEN BRICK) I SPANISH TILE ROOF (REDLAND CLAY TILE) 1.--.1..... 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NO R1316 DATE: 04-T7-13 SCALE: REVISIONS IT SHEET NO: PRELIM OK07\ I LANDSCAPE AFICHrIECTB, NC. 73061 EL PASEO, BIDE 210 PALM DESERT, CA 92260 (760) 5W3624 FAX (760) 773-5M E-ML: rpe-rga-pd oorn SPECIFICATIONS SHEET 0 BOOK ❑ JOB CAPTAIN: RP DRAWN: CC CHECKED. PROD. NO: R1316 DATE: 04-17-13 SCALE REVISIONS SHEET NO: PRELIM ;4t MIR, 1 �19 All- f, - ow 73F -Wo- STREET LIGI -IT LANDSCAPE AREAS 1. .;pth o V. W, CLUBHOUSE LANDSCAPE IMAGES ROUNDABOU FOUNTAIN CONCEPT Lo CLUBHOUSE ENTRY PLANTING Or Aw ?w- --- - _;a . : COURTYARD FOUNTAIN VERSA -GREEN WALL APRIL 18th, 2013 PIAN"I" AND HARDSCAPE IMAGES STREET LIGHT IMAGE a LIGHTING SCHEDULE SYMBOL DESCRIPTION CITY DETAIL MATERIAL FINISH ELECTRICAL LAMP COLOR TEMP MOUNTING a CYCLONE LIGHTING IU ALUMINUM POWDER COAT 120V LED TO BE SELECTED POST MOUNT PASEO # CEC1T4 STREET LIGHT POST OPTION SCALE: 1" = 30'-0" GRAPHIC SCALE 7 -I w• so• ao• 15• a LANDSCAPE ARCWMCTS, WC. 73081 EL PASEO, SU[E 210 PALM DESERT, CA 92260 (7W) 568-3624 FAX (7W) 773-5615 E4AAJL rgawga-pdcom Z J a W = O J W LU } UU J 0 8 ag a Z J _ J Ix a Z a a SPECIFICATIONS SHEETN BOOK ❑ JOB CAPTAIN: RP DRAWN: CC CHECKED: - PROJ. Na. 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Tn—. plem. mIW and pmawd* lucre of any Mnd nay not be Oal0ed w lr&WW In CVWD eraUSBRelaerlalbarlp -0ywWmA01etoba11Y18al TREE NOTe- SCALE: 1" = 40'-0" MDMdabDi pinlla"Tin WIND. u, RBKII.0� LEAWL L%WHWI*M GRAPHIC SCALE TO 1M %k PO, AIMNA NJIMN/rAADAW& ab� 120' 60, 40' 20' 0 CvwD I # f77'I rpkjfNT Sf=1 L • F SPECIFICATIONS SHEETS BOOK ❑ JOB CAPTAINI RP DRAWN CC CHECKED: - PROJ. NCI RI316 DATE: 8/1/13 SCALE: NIT 41 SHEET NO: L-5.00 LANDSCAPE ARCMECTS, INC. 73051 EL PASEO, SURE 210 PALM DESERT, CA 92200 (760) 568-3624 FAX (760) 773-5615 E-IAL: rgavpa-pdcam J 0 0 z Q J J M I Z all U 5 O g SPECIRCATIONS sHEE-rM BOOK ❑ JOB CAPTAIN: RP DRAWN: CC CHECKED: - PROD. NO: RI316 DATE: 8/1/13 SCALE: 1'-20'-0' REVISIONS Nrr. 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NO, F=6 DATE[ 8/1/13 SCALE: 1'-30'-O' REVISION& w SHEET NO: L-5.02 AN EXISTING GENERAL PLAN:% °• ` \. `',_\\ / ' +' �?--=--�[ %/ \ �., \ \ I J ';' 9 �' ��',.'"x„ ;, .� ��—yam-' � • R EwerwowNEueEaoLFcourteElol / c \ \ ! \ I ((� p I� �j`� p�I�(�I� J _ sRiHaRneio uNO ueE. LowGENary RE9OENIML RORI, aaIF GGuiSE (ol f `'L . \\ `� \\\ \ti\ � v `tom I C41o1�r l�9®UWN/6 �f We'��'i'!� EXISTING ZONING: ExI9r.Rs mNN(ialoOLF coutee�srEcwcRInN SDSORT wweeoEoa /f � \ a I J , � '- - r- 9UiROUNOYIOZOWlo'R4af �.&/ff J.. \\ , �•• *\ 09i69�9 �17�Wid 1'6 I J �^F- �� > 1 OF SEIIION LME OF Rs..ANF[A'kdN \ _ �� \4 ^� •\ \\ * 1 f SECTION YI - k7fY NY1i /FJr- Y� x EXISTING SPECIFIC PLAN: `, \� `\ •\ rmP P1wNINOMEAIOgFCOURSE i.._' ,iv � r` iY `\ � \'\ `\ +� .i Y W[+GM N1111 I �� I: P�10'lRP e'rFbdA'nON WM _ 11�y•� -f J �S6FmIET [NKa NO a.IJW • -� \ ! � � E%9fREL+r S10R RgRy f• OWNERIAPPLICANT: \ \ . y RgippR 9xaR@MiV wT} e� Y_- T.D. GE9ERTOEVFLGPNENT "' i y, \• � \` ,' �, ` � _ 'I-Y`•,�tx'�'a4x� [ � 5°`} �.� � � k ' uo INrGn�Orw , _ ♦ \\. neol�wAiu'rvW 'i`..t _ .jam- :• f - - PNaeolm-irro • � ,; ° .... `�, : , :I \•, } ?.. ! w a` W � t Jam,_—11�'IEDAki�Shc�S '� f � �•' �iri+rry� - ACCESSIBILITY STATEMENT: v M%31981�a L—AnPaAmwRC6' N.I. aRRT—rNnNw—t�r+.alI—WIScVIlRH—wfIW.Ol—GrciFN—i^4 uI..E—m©7nE .'ORI—ENFlI.MaO1f—wYN9EuOr+iwBFeTEca}.NrAS FlRR'llYOc: aVS,lA1RrmL1ic•aSElYMn9.HH EqfEUwT,GirVlmr.Ei MEnNu. r ff" COME ML0d*LL%MA0OlMWMN v¢�.:.�•ac �`i'\„•f4/�•'.1•/( �'- �/, : V �A7rdE•rG'-{� % � -fj�.�1i '�.-� 9P .• • .-" �V� �I IT�i. �� ./!;�.y ��: #�.- %NIioI♦,•JR't9iW1�—atWi1.ef._ n��1y t yrw .... . • ..} - .xgymS,.IN r w G r 4 Q ` lbu COURSE H r WWI 1W7 W A �. 01. A '... I Ex 10'111P LiRN3ATK]N EWN�f " J+ ` ✓ ' Y I. - F '•$p ~ REE GIST OWn N6 nrw i ,+ +' - .._♦'F%7Y.90iMQSSilT1aNF�L1�Mr11..�� r -- .. f„aaa,.. - oy 7 O 'Ex ,rMWAJER WM M rQ ry} + r , U . 1 _—_._. _, .i - t I `' ;~~,. '!^ � •PII YYVwV,T ..... :. dl }LLl Rttt t I I '• _gi ux Ec r GxG �. uicTPoW'r l I � { ; J'M. ., l 1I----�� cn £� F� a ' sdIS,I -- ;;, '-- Lei IIIJd<h'IUUIIII131'�9 , l: ° , . _ �__- ., I�� , >• rw� r ��r f __ � r � ' v- .,, ] FUT �', - IS:F� �•�-. - {",.^• C I • i r J { ,,. -1 4YUH 11 �a 4', 4 [,^;x� SCALE: I—EF r-- ., K/. wo i • •. ., ... GOLF '' k- r, aw TR 19fi UR Ec ' . � y .� [ �I v.mlErs 8)D i91MF Rxi0.1MR cLusmHouse RIt V 19, O NS I r J I T iJ— r . sy d v x qr —•i �Jyy q---- — -- — -- KRIe6tIFNUFrt *IM�'�g�pR1RI8_ �j wI' "— .. , ... PxR1LRaGYGRAYI _ : •'ram I •.I I' 5.�64U;L4�iI I I 'L`. � � I i. ' . • �� - ? ex� - Ex Ar Rluwn.' ,. t + ' SPw a ctxe+era ti AV&n i W t f Tfi O1 r+ ,-d _ wn xcelaNu[z i-.WARE_ jWEnrl ,. : ^.-„ .' ... �[++ fj(�jff �f •._...i r-j-, ... NMO41VIIM SOWN FAST Ik lit y y +fofsfllv+wN •;'' !' I d �R k1L1miWll Mh 1. �:�.i � � j• e WEDGE CUN06tciTEN+' VIECI'#tl1fVlR IX rmR 1],/YI NN BY: J)RA .—.. CORNwCTEO •' PWrW SEWER MA W—w.,Yi�...,..r. zrk ` ' F .-., ]•i 1, .f` — ..: I - .-__.II Mf'uML'E'ry l�tl t. r t C CLxCO EY: I INKPN`WATEn rAMd n! .�. �.:.. ,:�• ...,._ .* T. �� - - - RA NO MARBELLA PRNATE) .I t , wst.-Aw.uuN�': '.� \ "'.. - �.�� - ;ti i �_�,� u w l +110 T1YM4�AL 9E.T,d _ 1 S 1 NOT TO SCALE EXISTIN( A (IN FEET) I kh = Mx MARBELLA CLUBHOUSE PLAZA ANDALUSIA L TRACT 31681-2 PRI SIT VICINITY MAP NTS SECTION 27, T.B.S., R.7.E., 8 B BA M. OWNER/DEVELOPER: T.D. DESERT DEVELOPMENT 01-6 TO CARDONNERAS LA QUINTA, CA=53 PH:(78O 777-1778 APPLICANT: T.D. DESERT DEVEL.OPMEHf 81-LUO CAREONERRS LA QUINTA, CA92263 PH:(71T0)m-lrM ENGINEER: WATSON ENGINEERING W200 MONROE STREET INDIO, CAS22D1 PH:(760) 276.1653 BASIS OF BEARING: THE- EV 418 OF BENi'NOA FOR TFYU MA+e. 18 THE SOUTH LINE OF THE SW 114 OF SECTION 27. BEING N W4T47E. BENCHMARK: BM M P D. 100-70 ELEV 527.941 (HAVE) 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 24 MILES SOUTH ALONG JACKSON ST FROM HWY 111. THEN 20 MILES WEST ALONG AVENUE ICI, 46 FT. WEST OF MADISON ST. AND 1B SOUTH OF AVENUE 50. ASSESSOR'S PARCEL NUMBER: 794201088, 7W200071, 1`544 072, 764.200075, 704-210015 ESTIMATE OF QUANTITIES: THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS 19 FOR OBTAINING A PERMIT ONLY. THE CONTRACTOR 19 RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES GRADING QUANTITIES CUT-0,000CY FILL-6,601E CY UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT. 78090E-2B61 SEWER: COACHELLA VALLEY WATER DISTRICT- 7603911-2861 ELECTRIC: IMPERIAL IRRIGATION DISTRICT -8W303.TMO TELEPHONE: VERIZON-800.4836000 GAS: THE GAS COMPANY - OD0427-M CABLE TIME WARNER - 760-MO-1312 NOTE: 1. ALL WORK WITHIN THE PUBUC RIGHT OF WAY WILL REQUIRE A eEPERATE ENCROACHMENT PERMIT 2 SEPERATE PERMIT REQUIRED FOR BLOCK AND RETAINING WALLS 3. TO (TOP OF CURB) ELEVATIONS A9 SHOWN ARE FOR REFERENCE ONLY IN BETTING GRADES UNDERGIROLIM BERVIL.E ALERT GALL IGLL FNFS 1-800- (, 2 zzr- 7- 2000 m LWQISTJFQmLYli■ pant Ylwwm 7sa-you nse'y� ;'+I` I �I1 I I LEGEND: / #; TC INDICATES TOP OF CURB - l ' --1-- L■ FL IR OC.STES FLOWL Ad ■ ... ,� FS INDICATES FNSAED SURFACE .. " EX INOICATE3 OXISS'TL n I� FG NDICATES FINISHED GRADE HP NDIDATEB HIGH POINT ( ! GB INDICATESGRADEBRFAK -JOT_ IW INDICATES INVERT OF PIPE ELEVATION �q FF INDICATES FM19H1 FLDOR I r PE INDICATES PAD ELEVATION LP INDICATES LOW PONT CS INDICATED CATCH BASIN PILE INDICATES PUBLIC UTILITY EASEMENT BSW NDICATES BACK OF SIDEWALK RAW INDICATES RIGHT OF WAY EP INDICATES EDGE OF PAVEMENT CAG INDICATES CURB AND GUTTER PA INDICATES PLANTING AREA M INDICATES PAVEMENT ® INDICATED EXISTING IMPROVEMENT REMOVAL 0 IP-WAPP 0 IPOPEN 4, WATER VALVE `) SIGN CJ` POST I.I'J PEO TELE i E - VAULTELECTRIC v, FIRE HYDRANT TREE t Ifs=` PALMTREE ACCESSIBILITY STATEMENT: ACCESSIBLE ROUTES OF TRAVEL HAVE BEEN PROVIDED BETWEEN ALL BUILDINGS, ACCESSIBLE ENTRANCE$ TO THE SITE IN ACCORDANCE WITH U.S.C. CHAPTER 31 AND CALIFORNIA TITLE 24, PATH OF TRAVEL AS INDICATED IB BARRIER -FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 11T AT 1:2 MAX. SLOPE, EXCEPT THAT LEVEL CHANGE DOES NOT EXCEED 1N' VERTICAL AT ALL GATES PROVIDE A SIGN THAT READS AS FOLLOWS: 'BARRIER FREE ACCESS' I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH IN REPORT NO. 09306-17 12.11.704 DATED 1031.2012 EARTH SYSTEMS SOUTHWEST 79,41118 COUNTRY CLUB DRIVE, BERMUDA DUNES, CA8=3 (7B0P45-15M IN THE CITY OF LA QUINTA, CALIFORNIA PRELIMINARY PRECISE GRADING PLAN GOLF CLUBHOUSE AND SPA ANDALUSIA AT CORAL MOUNTAIN IN THE NW & SW 114 OF SECTION 27, T.B.S., R.7.E., S.B.M. SIGNING AND STRIPING NOTES: GRAPHIC SCALE INDEX MAP 1 EICII.100 FT. REVISIONS 1. CONHNTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AND CITY OF LA OUINTA STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 3, TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS, CALL CITY INSPECTOR AT (760) 777- 7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. 5. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION B5 OF THE STATE STANDARD SPECIFICATIONS. ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS 6. TRAFFIC STRIPES AND MARKINGS SHALL BC APPDCO IN TWIT COATS. WITH REFUECTORIZED MATERIAL IN P tWNP WAWA AIRS. AS SPECRTETD N THE SPAT[ STANDARM AND SHIALL CONFQRM TO SECTION 34-3, D PILED CIFICAT PAINTED TRAFFIC THERE SMALL BES E A MINIMUM APT 7 DAYS DIFTW£EN THE APPUCJXTON OF THE FIRST AND SECOND COATS. 7, ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY GRINDING. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY CRY ENGINEER. B. DEBRIS FROM REMOVAL OTPERATKTN SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHAU.L TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO TIIIE CRNDNG OR SAROBLASTI OPERATIONa THE DT.BRIS RESULTING FROM THE GRBNDING ��SNI✓TBEROADWAY�S1(AL OE REMOVED BYY�NNHCAL SWEEP3NG OAND DISPOSED OF RIIIGIi Po RVAACUUM. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS, SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED 'ROADSIDE SIGNS,' AS SPECIFIED IN THE STATE LESJOHNSON UATh PLANNING DIRECTOR GENERAL NOTES: 1. ALL WORK SKLL BE DONE RI ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CRY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. R SHALL BE TT RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA OLM14TA PUBLIC COMPUANC[RN ALL IN Cu.RRERN7 NECESSARY CMMRONLEN7AL RFELATONS OU NO TNH FEFOR OF CONSTRUCTION ACTMTIES FOR THE PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REWIRED, 3. THE CONTRACTOR SMALL OBTAIN ALL PERMITS AS REWIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUANTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PH/SE OF CONSTRUCTION AT (760) 777-7048. 6. THE LOCATIONS OF EXHSTINNqq UNDERGROUND UI13TE5 ARE SHDWH 14 ,VR AI'WOXMATE WAY ONLY. THE CON SHALL f1EIERMIHE THE VOLT LOCATION OF ALL METING RTIUR€S REFINE COIM,&HCINC WWOOMX„ THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL ODUL. WHICH MIGHT BE QGCA9ONED BY 1R5 FAKURF. TO EXM."R.Y LOCATE AND PRESDM. ANY AND ALL UTILITIES. B. THE CONORRA TORWARMO LANBE D RESPONSIBLEFOR THE REMOVAL REPLACEMENT OR RELOCATION OF ALL REGUIDE 7, THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALIATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS. AND PAVEMENT MARKERS TYPE AND LOCATON. B. THE CO/UKAGTOR U *..L NOT G5IUM DSTIAND�NEGMOSURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. OR FOUND CIVIL ENONEEIR WTTHH UAN R C.E_ NUUC�TOIRERUOW 33,966, OR AND AUCENSED LAND SURVEYOR ONLYSHALL BE DOME BY A REGSTERED 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF35EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURINO THE TIME PERIODS AS FOLLOWS, OCTOBER 1ST TO APRIL 307H, MONDAY THROUGH FRIDAY 7100 AM TO 5130 PM MAY IST TO SEPTEMBER 30TH MONDAY THROUGH fRIIJAY 8100 AM TO hGO PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. INOIOUDA�OaRN OF THE WHEN ACTIVEWWORK ILED ISSYNOBTMBEING DON UNLHALL BE ESS DPRIO MY CITY TO STREET DO SSoKENDS OR is GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DESIRE DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION, CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CRY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS. LOINS, AND DEVICES FOR USE IN THE PERFORMANCE OF STANDARD SPECIFICATONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY TYORK UPON HIGHWAYS 14 ORDER TO E]l,IMATE ANY HAZARDS. GRADE SHEETING WITH 3M 01160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE 12. CONSTRUCTION P RDIECTS OWIIRSI N0 VOW THAN I -ACRE MUST OBTAIN A NATIONAL POLLUTANT MOUNTED WITH THEFT/VANOAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND 0150AXZ EUMNATON SYSTEM (NPOES) PERMIT. OyMp6/%VO-0PERS ARE REQUIRED TO: A) FILE A POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. NOTICE OF *frENT (NM WITH THE STATE LVTATER RESOLOCES COMRQL BOAR {9ARCB); B) PR€PME A STORM *Am POLI,UTK� PR[V, ON III (SWPR]; AO C7 HAVE A IJONMRING PEAT FOR THE SITE 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR WE WOES. CT A NATO 1N 1L PROGRAM 1D CONTROL NON-POO(T' SOURCE POLLUTANTS CARRIED BY STORM REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL wAtm THE PROOFTAM t5 WPLITAERTEO AND ENFORCED BY THE ARCS' CONTACT UNDERGROUND SERVICE ALERT (U.SA) AT 1-000-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE 12. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PANT. CONTACT THE CRY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN STEEL SLEEVES TO FACILITATE REPLACEMENT; WOOD POSTS, IF APPROVED BY CM ENGINEER, SHALL HAVE 12' X 12' CONCRETE FILLED BLOCKOUTS AROUND THE POST. PAVING NOTES: 1, ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITION OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (SSPWC). GREEN SOON, NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): III8-83-PO70-10 THE WEARING COURSE SHALL BE 0.1 FEET OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL ON A PRE -APPROVED CITY EOUNAENT WEARING/B06E SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTELIZED FOR ALL PAVEMENT SECTIONS. ONSITE RECYCLED BASE OR EQUAL IS ALL OWABLE.OWABLE SUBJECT TO CITY ENGINEER APPROVAL. NO CRUSHED MISCELLANEOUS BASE IS ALL CITY STANDARD 196 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS RUBBERIZED ASPHALT IS NOT ALLOWED WITHOUT PRIOR CITY ENGINEER APPROVAL 2. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SMALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS CIL CONTENTS FOR EACH MIX, 3. A TACK COURSE, CIFOATTRAFFIC SHALL BTHE A.C. BASE RAES DRIVEEN ON I' THEGTACK COAT PAVEMENT, EURFACESSLOW SETnN ANIONIC EMULSIFIED ASPHALT TYPE 'SS-IH' CONFORMING TO SECTION 203-3 OF THE STANDARD (GREEN BOOK) SPECIFICATIONS. THE LIQUID ASPHALT SMALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. PAVEMENT SHALL BE RETACKED IF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR BEQUAL 4. ALL REMNANT PATCHES OF REMOVED AND REPLACED. FLOATERS INALTIC CEXCE SS (OF 2 FFEET I2FEET NWIDTH IWIDTH OR LESS SHALL BE MAYBEREQUIRED O BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. APPROVED BYTHE CITY OF LA QUINTA TIMOTHY R. JONASSON, P.E. AGE NO.46B43 PUBLIC WORKS DIRECTOR I CITY ENGINEER W. DARE 1201A14 DATE: GRADING NOTES: 1, ORADINO SMALL BE IN ACCORDANCE WITH THE ENGINEERED O RADINO REQUIREMENTS OF THE UNIFORM WILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 644-3253 011-01-0137, DATED, 12-30-00. PREPARED BY: SIAODEN ENGINEEENRIN3. IG. TELEPHONE NO. (760) T72-3B0 AND THE 2. DURING GRADINTHE SOILS G TO ENSURE COIARMNCE WITH THE PLANS, SPECIFICATIONS, AND CODE 'A1NEERING GEOLOGIST SKALL EXERCISE SUFFICIENT �TI1INN THEIRISORY PURVIEW. 3. THE DESIG CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL O AiNG GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WmN THE BANS, SPECIFICATIONS. AND CODE WRNN HIS PURVIEW. ApyAp� STRUCTURES. 4. JEEMPORARY DRAINAGE CONTROL OPERATIONS CONTROLSHkL BE PROVIDED TO PREVENPRIOR TO T OF PERMANENT NTPONDMG WATER AND D1M10E TO ADJACENT PROPERTY. 5, AFTER CLEARING, EXISTING GROUND SMALL BE SCARIFIED TO A MINIMUM of V ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 0. THE MAXIMUM CUT AND ALL SLOPES SHALL BE 2:1. 7, PADS SMALL BE COMPACTED To A MINIMUM OF BIDS RELATIVE DENSITY PER AS.T.M SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. S. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL IE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MMMUM SLOPE OF SWALES SMALL BE 0.001E 9. ALL FILLS MOLL IRE COMPACTED IG A MNIMUU of NhM (99]] PERCENT OF MAHRWUM DENSTY AS OETERWM BY DIE UNIFORM BULONC CODE SECTION 7010 OW EQUIVALENT AS APPROVED BY THE CITY (.NTANFER. YIELD DENSITY SITY4i BE DE1I INAGOORQANCE VIbTN THE UNIFORM BUIDIND CODE BE 7QG2. OR WILANAIEW. AN E IVIED BY THE CRY EXW 10. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS S A.C. OVER 4.5- CRUSHED A,B.. AGORIONAL SQL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRACING TO DETERMINE EXACT SECTION REWIREMENTS. THE CFIY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R' VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SH4LL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL ALL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EUPK455 SHALL BE IN ADDITKIN TO THE NORMAL REPRESENTATIVE SAWLINGS. 13' THE FINAL COMPACT04 REPORT AND APPROATI, FROM THE STXL9 FNG*7 SHALL CiWTAD1 THE TYPE OF FIELD rES1ING PfaORMED. EACH TESL SHALL H E IDENRAED WITH rHE UY-IHOn aF pRrNN HO Tw M-FLAG[[ Itt, W R 9" CORE OR DRIVE RIND, AND SHALL BE 50 NOTED TOR ETCH TEST. SIR'F9CryIEHI OF ETERIANARON SITALL BE PERFORMED TO VERIFY WE ACCURACY OF THE MAXdk9t OENSItt RURVIS USED BY THE FIELD IEC44CM, 14. INNCLLUINUNDERGROUND BUT NOTFWITED TO THE FOLLCWINGH LATERAM SM9 LL BE IN EWER. WATER, CELECCTiRIC, INSPECTED PAVING. GAS AND ORMNADE 1B. THE FINAL UrLITY LINE BACKFILL REPORT FROM THE PROJECT SOD ENGINEER SMALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFLL IS SUITABLE FOR THE INTENDED USE. IB. BLOCK WALLS ARE NOT PAIN OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR S RESPONSIBLE TO PREVENT SEAT CONTAMINATION OF STOR TER NFILTRATON FACILITIES DURING CONSTRUCTION OF SUBSEQUENT All PROYEMENIS BY THE CONTRACTOR. I GATELY PRIOR TO FINAL IN THEPTANCE OF STORW DRAINAGE PRESENCE OF THE ICILY ECTR. AA PEIRFORMANCE TEST HFILTRATION IL DESIGNED TO CLEARLYTHE DEMONSTRATEDEMONSTRASMALL TE THE NNCIGNAL ADEQUACY OF THE FACILITIES. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE NERVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SMALL BE TO THE SATISFACTION OF THE CITY. SEAL - ENGINEER BYFPD HO �ppFTISOW QO- L 'OAR NR, 26802 31 E1P.3R1-M {7 IUDATSON ENGINEEHIILAG IM G.Iid9'711p 6 LAIEI TiAMNG ypm * 4�¢ L7 nt vq KrtlY tM c" w-TRH ,� %=---,'RR ONINNL BRD9E flE WVq WAIL 10 YlFA1 NONOJNX00HBT. Fii0t1 HWY "I WE"201aJ� w,,u9xaAus m,wFT. WEST OF WABRR 9T. oft - OFF PREPARED BY: LLOYD W. WATIEON R C E NO.28M DATE: IIGLP Aa N1CWN PRELIMINARY IN THE CITY OF LA QUINTAL CALIFORNIA SHEET PRECISE GRADING PLANFOR A GOLF CLUBHOUSE AND SPA 1 ANDALUSIA AT CORAL MOUNTAIN IN THE NW A BW 114 OF SECTION 27. T.B.B.. R.7.E.. S.B.M. The MaxWell- Plus Drainage System Detail And r5•+-•-�-C�LLI CHAMBER SEPARATION 22 MH&Well Plus by TORRENT RESOURCES TY An o"UNun of MRGUe1Dn DrNNnp W MM/.IORB167MODICIR.RpII ABID1N EQ7/fE6PllE ATNADA rawle41PJ1 u4ercDnr4A wurlr4wT e �i Of w ADA PARKING SIGN PER DETAILTWMCATED SIGN PER DETAIL S DOMES _ _ OF CONCRETE WALKpp0 AREAS DD NOT EMD S_--II FACE 3 NI µY DRECiIdI aaepa m I IW CURB FACE WALL OR CA - 4'd MIN. CONCRETE WHEEL STOP V MIN. APPROVED } j TRAFFIC BLUE smIFES AT 3S'O.C. -.. pr Ii p 1, TYPrAL RAMICAP F REFER TODETN� on�I O //EY (Lo) 13 LET P El£VA - *0 1I J7 1. MANHOLE ONE - MODIFIED FLAT BOTTOM. Z. STAGIUMO RACKTILL, , COMPACTED NATIVE IN LANDSCAPED AREAS, N ARM 1 SACK SLURRY IN PAVEMDaT,AM 3. BOLTED RINGS GRAIE'DOVER - DIAMETER AS SHOWN CLEAN CAST IRON WITH WORDING STORM WATER ONLY- IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED O CONE WITH MORTAR RIM ELEVATION x0.02' OF PLANS. 4. GRADED BARN OR PAVING (BY OTHERS). TS S. COMPACTED BASE MATERIAL (BY OTHERS). Op r 6. PUREFLO"[ DEBRIS SHIELD - ROLLED 16 GA STEEL K 24' LENGTH WITH VENTED 14 AND -SIPHON AND INTERNAL.265• MAX. SWO FLATTENED EXPANDED STEEL SCREEN 112' LENGTH. FUSION BONIIFD EPM COATED. 7. PRECAST LINER - 4000 PSI CONCRETE 48• ID. K SC OD. CENTER IN HOLE AND ALIGN SECTIONS O MAINUE BEARING SURFACE. B FAIN B' O IN0LLE31 wWrF.. 9. SUPPORT BRACKET - FORMED 12 GA STEEL FUSION BONDED EPDXY COATED. , 10. OVERFLOW PR - SCH. 40 PAC MATED TO DRAINAGE PIK AT BASE SEAL T I ONAINAWPNPF, - ADB HLCIW*Y GRAOF WITH TRI-A COUPLER. SUSPENO PIPE ua En. Iw I.atUo .�r+rr m�. len m DURING RACKFILL OPERATIONS TO PREVEKr BUCKLING OR BREAKAGE, DIAMETER ASNOTH) 12. BASE SEAL-GEOTf%TILE, POLY LINER OR CONCRETE SLURRY. 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN 128 O2. CAPACITY. 13. ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/r AND 1-1 /2' O DEBT 18. CONNECTOR PIPE 4' B SCH. 40 PVC. COMPLEMENT 30L CONDITIONS. 19. VENTED AMTFNPHHON INTAKE WITH FLOW REGULATOR. 14. FLOPA07w DRAINAGE SCREEN SCH. 40 PVC 0.120• SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 95-OVERALL LENGTH WITH TRI-B 20. INTAKE SCREEN -SCH 40 PVC 0.120• MODIFIED SLOTTED WELL SCREEN WITH 32 COUPLER SLOTS PER RON/FT. 48• OVERALL LENGTH WITH TRI C END GP 15 MIN 4'DSHAFT - DRILLED O MAINTAIN PERMEABILITY OF DRAINAGE SOILS 21. FRaBWM D0gHVARr9 WITH INLET PIPE ELF_ APON. P;CPSWW PIUMAAYjSFCONDAIY SETTLING CHAMBER DEPIFISAS NMDED'ED MAINTAIN ALL. • • . - GRIMM BOROOIS PIraT ff Oi OF THE R,Akk ALE AT NE 9tF - - a aopa pea". pop GYWO BINDERS IIUST BE ON _ 7 OpR: Ri6AC MY ITEGN[ 7E' SECTION r TIE ACE AT THE TOP OF THE RAIDS a bqa opa a o as a 040 v SRiTSAH>=18.011 1flLAIR 14 C WAY apppa°® apo CURT ao a a apapa a a°pco � aaaaa I __ 'Pq.-a49anat3 p HANDICAP RAMP DETAIL NFTD ATE-D AREA �IwK�RIr ftA I. -I"-I"SU3AQ A j*m XNc" TRAFFIC WAY _ CNOOVFD HANDICAP RAMP DETAIL J f f Ffj f 51 GE z I�)� r .' �y �i/f ff i !/f 'f !' fi i 0 /f 1 %r �'' ,� F /'1 'f /f/ / r ,•` f l l // t � it % '�r � � I � i, X , PROP DW FYNgflE19'Y JR ''ti ATM f / f ff ,! / f. / r.. ��f. fff rf f f p �1�•"` t 1 -� f f � f'� ff `{i ✓ f �� f f/�rr '{ f %' 'l r - %`• rf �r� / / r+f } yam` lP P• !. ! �� er.. 44 16. FABRIC OVAL- U V. RESISTANT GEOTE%TILE-O BE REMOVED BY CUSTOMER IN PE TTONS ABOVE CONNECTOR PIPE OVERFLOW. - (�) l {J AT PROJECT COMPLETION. x i '•�` ._--•(.�)_ -- f�, /f „". <• ,s' ' ff •f'f f a/f-� f / 7a-OPTIf7NAL INLET I+R'E TRY OTHIEAOl. 23. MOISTURE MEMBRANE - 6 MIL PLASTIC. PLACE SECURELY AGAINST ECCENTRIC \ l\ '� / 1 ! PROP.1'B' �'FOf4M O f f� ✓ / P I Aff/ ♦r t. // ` r CONE AND HOLE SIDEWALL USED IN LIEU OF SLURRY IN LANDSCAPED AREAS. - ` ��`� _ _ - i _ -ram ; 4• 1�__ "`�•[_ �r � A// ,r/ r � / , �f `f�/{ .! .f C�(��'A R" .r-,1 � „T4 '. �E, 1$+ ,ir/,f �r,/ J 1 - `Ati_i -_ �� _ '' �-�_��`4 ___ -_. _ ._ - - �/ /`f {•r �I' ,; �i IrJ�� ' /f r • �� / OIL 1� TARED 093! FOGIES EIPOEED TRUNCATED DOMES SECTION d� rr'1 r•, t� ., I �� ,,;.,,� _ - ,� '----_.-` _r � f f 1 r I ��f r r`� a � 4 tr r ''l f ]' C,� ,..} d�y i Jj Cam!! E RAW"M STALL © L 1'r�1y � � i �FyL�101dL SUI �i 19'kfhTITRTP{ l� `'•-..b J`1 - -�' ._,�_ _�'i_�'Y✓ � � I ( 1 �.. +ham � ill 1� _ �a�y(�j� 1 ®L! L! � FyR� E¢IAL }M Ij7 NAME � 1 -� _ .,vim•,"' 4. 5, `�F - _' _ - PiTE SYWQ AIM IEMRS �:J �:J APfPROI. BUE BADIOIOM E� pp �AII(� RANGE ryI((� TEE Le'iee1 PRNIED III FRE i260• /} �y `"r-_ I ffiffiI GB�GJNGE OLSLS •-t��,t7 ({f ,- � ,��1 f 4 �.1 � r -1 Pl/� f� � TRUNCATED DOMES PLAN r_m 14KAEE AT VAN ' •II X f SOALE; kES ACME SPACE -'4-•--}(' 3+A, 1:, `?� ! `__ ,; I • , ' /ff/ TRUNCATED DOMES ARE O BE PRECAST TLES AND IIHIOE OLYARS - ?' - ,Y ..� R l ' .-- /f - �+ ! •" 1 I I GROUTED IN PLACE. NO SURFACE APPLIED DOMES MATS.POST- COLOR r CALV. STEEL TIRE CO-WAUSAU TILE. TYPE 3, SERIES U40DB• 1rx 12' �' CAP TOP OF POST _ �J- I ')i f y,`• �'l,% /' r NCRETE TILE. _ f! DETECTABLE WARNING DOME MANUFACTURE 7 PART ;,LLpp `f-SPED - - _ _��`` X / /+I NUMBER&WISE IDFMIFN:D. GI9LCpNK ��11 n NOTE. SEE RAIL FOR UXATFIN r - r.. CALLIOULMEH am Posy AI_-�� 4 -^�-._ _- - ---- a !!!!! � r" ``�. �+•'�� -_ 1-800 It, OaG FaoTgc l /" '_ - f ! �f 5 I - x L 1:�V�4 2M HANDICAP PARKING SIGN x 2 WCRAMO aArR BEPDIM Tw N19 SEE SHEET 3 SEE SHEET 3 PRELIMINARY NOTE, UNDERGROUND LRILITTES PRIVATE ENGINEERING NOTE SEAL - CEiY APPROVED BY THE CITY OF LA OUINTA SEAL- ENGINEER IN THE CITY OF LA OUINTA CALIFORNIA SHEET NO: W4MACRMNNm YNTFN nRAe PRAM p3V1 ALL 1JRDi✓H[RItlVTA UrHfrF6B ORM LIMwoulwOW[BC in ALt uvPHeaeouHP Pn Mai CdAn9lCk.wri [FtlIdA]�erll' THE nwF+en [MILbtItYfOO ATA7 ry1a 81KIPMON [WpY 411UR - '�• _ - Ppp7 ►N �'�SDId G0PI AI G "�°'""""°�' PRECISE GRADING PLAN F3j N,pgRARWlMPI�PrHWexml prAML tiOrV14 Wu1Cn7CD WrnilllFlq APP{0.]%FHiL{l1raP0N R98'a rOFrO WxI¢m epw& �/�/ IMI@a. AND ENTFIdT THE DINNER nTACCEPIN3 TNE9E Pf,VJ9OR OAL LILENLEYIAY: /. LND yip wNO WNL 20 NJa0. 2 PWCFELNFAfWDH 119 F4kt9u.W YTHTJE[p aS�M CW'L t vr74¢YJI[a TT¢I ON 6VML ePOOEBE FOR T,R P1V,'ATYfOgeY®ITH9NT4 RIMifll4HB Ar�Faxs xn AaRulweF�"i mE"I�'AwmHKLRUAm�oN�J1 ,bKLrcNpc - - dti N.Pw.IN,P�IMr. F,�N GOLF CLUBHOUSE AND SPA IA AEAPwleal PAaAF�BMTTIAt [WINLEIS WRANY MNARER NEBLdLTWPFFN1M Ela01FlM.2 UP MAKTe,BrP - AaaMMrrcA[rtACPLnrAParrrar nHEl>femM uNc>ERVRouwo ununm RR RTpuvllxrrrB.rxnREraBsFDTD '"'yPLEEPORdr _ - -, +.� """ ""201V� AN DALUCIA AT CORAL MOUNTAIN Fa, cq Gu-r, rpt RO (feel W- rLe Ixir iP-1nH w.NaxPAVE eA le Er IIiFFIPrI. M'LIK RFSNe O[pP]II'9FiN.Y6B TIE UAA9ERaON-cL NOT RaCATEO ORMIO'wN OMTHE REOCRCB uafi SIG[G0.lA'AM1'A1LLC No. 2E6YA WEBTOF MrD190N ST. NeeIN2 AF17RCfAwITNa'eeTUV, oAaww E-xMn1�0 CgMnAC[IDRI4 WEajo TC1 rNiC WE HCodOul t•nUnl: R aptlPltl�0llpEtl No 1C&oF AVE 66 POHM1[..ImKMrnaP[sYArs FAwFeERDIrNx FREOMI L1°X,LIPFi TD PRDIarTre LRLTTIESW m7nr�n,r r+ce.?irrloKwrwe ie± TIMOTHY R. JONASSON, P.E. RCE NO.45843 eCrgPryaneLa eTA7PCPerelyYil4J,re� STRl1GTLRDIS NNOVIN AA1a ARY OrF9NL UTLI'a4 H]R STRvaiWEB I�pi ceee[PAFIAe1i - PUBLIC WORKS DIRECTOR I CITY ENGINEER RWLL r Aoc�,rAaevaufwNlA4e R[YeMlP rle FOUND THO &PE ieIVA.LfETHE I:ON1RIGf[OR'8 NNalileR aA r9UlOATn PRTFARED N: LLDYIlw WATSON RCE No 2pR2 IN THE NW 89W 1140E SECTION 27,T69, R7.E., 9.B.M 4 SETTS. SSOMW ABILnYTG NOrrtVTF/E 17WNERa AE 1HELFPLFIER OR maarlrp ®nrneVFul pR ARK BY DAfE REVISIONS FN DATE EXP.. DATE 12/31/14 DATE � E Tax FlIe Fp: I+NewxNmaoWa evTl<carrtv sTlglanrtiBB se7NR0Nr♦PSi OelYRE 9rARRHa WTIrK IernuaRmm�raXF�¢a Rmalle eT+eWPIPc k'T:GINLET{ DA7e� r.+r.F Aepq+r, ADA PARKING STALLS APPROVED TRAFFIC I PLANTEDSYMBOLAN BORDER APPROVED TRAFFIC BLUE PAINTED BACKGROUND i-C.R.-Ol PARKING STALL I �I WIT H TH THE END OF THE PARKING STALL HANDICAP PAVEMENT SYMBOL SEE SHEET 2 SEE SHEET 2 nq III? ems------ `6; J, 7 7.- x Z I �1 V'-!:j.vjjj ------ x RpP lqbTCP�g 64IN A f -47 Al A- i YA 'le NET -7 L 10 L FF x /F 431. J" L Y. g 1 Z U1 � 1_ GOLF CLUBHOUSE RETAINING WAL4 442= TOP EX FJVRT9 UPPER LEVEL FF 442.53 PAP lir�Sv*m 6RAIN -,�k PROF 1' GTOW1115fth- j f AIIA DRAIN 07,BTU 6 12" L_ r-STORMDMIN Ifir _4 _. - I - I r i A ROPIT'STO tI Ot CA I' TH I- 77 1 GAF 97 y 5) I ti♦-t � MAW.! �' .r< ,�-._ � 44 .' : G.�.IJ� .-- _ .� ` - - - --' -_ - � + i Cpp %Aw v j \N, ti la�ri 4 FR S� 2 7=L r VMS \N" 7� y fir,REMOVE AND F b6q(T.V BOX X 'a -EXI-UFar" N 4, I L N, la". wo lea % 7 c' VATk SqWER r 1 AIR `Tim 11 1 23' CoNal"121 - . RI, w ` ♦ t ' N, 7 \ - Z4- N N UNI)MMUND BEROW ALALERTY By(aMMgrDpppN N♦ ' ♦'EK L CALL T= Fma BY PAb44Z"1 0 2600 all 1.800- F17443.20 SEE SHEET A SEE SHEET 4 PRELIMINARY NOTE! UNMAGROONO UTILITIES PRIVATE ENGINCERIN SEAL - CrrY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: ,%N ALL U1,1091TOROU1w vmms m omwnm% Hu� ffy �.21* (M.211 Tvm Ow"MoR OTfrAm AM MGM IM" ON tl IP. MCOFM WIRDI� �I.V PR='O.Ant�=214 MEW" =W_ Sal PRECISE GRADING PLAN FOR E=W ZMWITP9 WE 'T m 'uyyaW.IS GOLF CLUBHOUSE AND SPA 3 m pmwm� A0110am p, Mu =mWeb 'malumamm"Ho agmrn sMFpE ei ANDALUCIA AT CORAL MOUNTAIN �CAUDDWY �SIXEII TO P140MCr T1 III JTILMR4 CA IS110YIa7 ON CORDM TIMOTHY R. JONASSON. P.E. RCE NO. 46843 114 jl� 6TrdJGTL9Wfl WIMN AND MV QM PUBLIC WORKS DIRECTOR/CITY ENGINEER f2mi. pizEp� W: UOYD W. WATSON R CE NO IN THE NW & SIN 114 OF SECTION 27.7,8,11, ME.. B.B.M. 4 sm. r,XNI, Lrry TO NOTIFY ME ""M Or THE ft"vb OR D5T]E APPS DATE CA QhL% AYTIE ME IT&AILL DETiE ra� F IMSEER REVISIONS EXP. DATE 12J31f14 DATE: Luc`may +••4:hk "s.=tL ;. y ' '1> " � t�•i,' ai` �'` '01 t `'•. `"`i ``a, � AA ,'`� ``1 � / -k. II. .. A �.. r••T J- _ wt . - ti A T .,M •mil„ ? ` �R \ �. `t�1 \ 4 eA �` �tA ",, `ti •.� �,•A,• r a y - • I � P L•� . ,� T; •:a E]PVf°R ,. - ^��`. _ �,• ^;� �.1� +• t 1�t :.� Hai,. ttR \A. R't .,A A`�A . "R /,• rr x .. s .1 � I MOcRGX-.�# 1 - .. �-____�.�-. �, 4 •.`�•. 'ti.- ,,,' �'��',� �4 C.- ., ,F ., � TYAi BAF7W _ _ .�--s.._.. _ i . � _ * -*. 1 '• 4� •� `� t '��t � � I ♦ + � , � A ! � � �. ... •.� �'._ `,. I �DY!�'i1(SOIc '� •'`•" � � ` RR, R � ! a Y : r AR,�`•, `t AA `� `+ ! r I• w � .•Cr uu �IaIDaNx•T _ �. s �,\ •A�'ik`i�, �h \+' tit '. ,`A�,,� ` � �' .� �3;�• /r ,tr i`p..y "l • r _ L aft�f is f.'' O7 -- 51 t t g 396 eq aiC .rl _. `. Ti,; i rt. ��°i •Ad `y Cam`.F -1 {'" OGATE Ek - I � I tk X � d ! � !• r �\ `` ♦ ", •', v � A `` � A# 1 , � ( .� 4-. `` \\1 s 1 Rl - t {' �ccHDR ! ri' { 1' 9_�i�` \�� i� A`� }��1tiR• `t,�` - ,�` ' lip �`••� f ,f /' X i eMI$i — R k 1 , � ♦ ~ 1y REA�a '; ----__... i T;. � 1 �. _ � MH i1f't'+�;R`R�. �--�'.-. `^ i'.. �* x' `•� tj{A,. f�.'�'9f_ L"k!I� � - Po t ii71I \ .I F,�i.. '..`.\fat ,Ri \.`_ ,!=_ f,.Y�`.,-'- v.}, rJ4;, tP •+% `[ #''. l��yry11y - t �I / fi— 1 ',�r.•._a_ .�- , F 443 P 44 .,_. •�,1i E t •' i r -�y "------� _• -�'-�_�.. __ �, F3`'' -'---_��."G-�.,_`\�-' j" X'�'j $r ,rB`'.Ar 7f/✓'`,f! '/ �^ •+` s r• ! r .i;•' . / �!;. r/ t I r .. w l �.. `.. `� `, ` � � z �'' i I � I r . I � I , � t r, ._....._ ` �wR '•� v�� `' �ti�� ^� �� - T .�'�-�. �-�" . � �' i`. '�' r I Elf PRO SHOP ' L7 f_ ' X ! I NFi + he l 1 * >~ . � ,L � ? 'i : , ,. '`' i _. ,,�_ *� FF,444.A0 i rove `umv - � I A' �� +. �y FtELO4aTEEx t ' A rf tiu 'M'C. CNTV am N$ - ♦ _ -„w 7 1 �1•.. ti..'`� +f, f t � • '• \•� , � •'I t� ; � ��II _--_-:`4- ''�� T�� ,� '� ' '`.Aff `w -ti4 �.� _. � _ . _ ��. i / �lj� / A `�tt t .;Y� . '.r ! R Rlft. -ai i'..o L.� DCE7e ✓!�`r: ,W "�.i1 14 }J .. - X r`,r. .I.k +r•,y3.(`.�� t� _ A\ f f+• .f,A �Y' "h` •r �li I i t ! f `. 1 Eli M YCI=9UVOP4YcIl h r UN \\ ' - •`. - -i . e;^' ` - -- z � , 1 / ._ . ._ �. - -_ -_ j f .4 �' I � a . y � 5U olsr :txTr'n j F i Ex PRIVATE \At t A A A`'`At ti` A4R \ — (, 1 IhfjiiAP — { Ii, •T 7 SEWER sE0,111" ERXTQASMAIEx GREASE • � f r ! Rt~, ♦A Rt e'- v�L, `il t `Ott GOLF 1 � d RE /STORAF� i �y,XJ rr,J I fr `O� , A .. ` °�` ! ..i . ` t •. .,t t i y t ti �. f } r 4 r!" '`.`�`"A.� Ex AROCATE EX yxVE$ �A, ET[QA8BTRU�TIIi -� }2.-,.�AT�� - BIN 1_ ..., -y "`�`_s:� _,�F�. •'. r RaacAie - .. t —'` •4�� - � � 1, _ f. � I EXi.•-� r �+ �M0 NikEOF oe � +: _ . •�R _ • �" !-"- } :) SHIRT I REMGVE EX RELOCATE EX B1 OCKWAI IR3 DC4TE P i I t 1 r TELEPI<NE BOX _ UMCFENCE EXQWN TELEPHONE :�' 4 �I r` f f {• r ,,.+P'�� ' �t ,� I� t� I I I I� j� 1'X rj ..{ [ L I r I /y�, f X• �! \ 4` � ' I 1 _r r I 1 GB A y ilX�7 . y � ° -_ k) _ c i W� 1 1 I - f 4_ 1 � I ,.Lc; _�_�y3 I �..� - - t.-� •1 ' i I. 1 ; l l � It � �� 1 LCOURT PROPOSED Y TYPICAL SECTION '',.Tr r - o, �r� , r � '' i �- _ UM 36524 _ -- - NTe `�—' a r c ::✓' ,/� t5{}`1 - �; T I 1`.. l :f I_"--`---• �_,.,-_-._. "'---__-_- { jI I ` s 9 `•y' y11 uNo�xnwuraX SPxtncl: AttRT " �i,,. r nr,icTn,a-ene>° G#; ,E M , t t 1400- i , L 227• 2600 o trmraa°o aAva ersas9 MO PRELIMINARY NOTE. IyNtCRGROIPND IMLITIF..S PRIVATE ENGINEER 1V+ G NOTE SEAL - CITY APPROVED BY THE CITY OF LA OUINTA SEAL - ENGINEER IN THE CITY OF IAOUINTA, cALwOmL i SHEET NO: wwa,.orrrArrD mn lw xi lc9:,nN,eawi ALk NmaeTcl"a N. ,Yr6.rX,69ONmra1{RtR�Y RPPORmD e7 AIk,IYAGI,4e0le•YI,111Uf,P9 - BNePD. t(IWO � i�;��,m sar PRECISE GRADING PLAN ,�OAIYER,a,AFT.A„HnANB 111 ;.'tee Any .� �Pd�IIB�IC@V�� 9Ht1Il7fO W,7F, I{IpppVBYB[FIBgRNAN7I1tI,T , OR DICI1m9NG LAID 0.AI/MiQ wnt9 WALL 2e YlEe B. nsr wrrr ,axt9,'eweiaresor,Eee,awe ,wrmeB ro+.eB,n,e wAullTt'awTo „raD UHo�,aNEb O em�„un � yy„� ,uoNo uelmoN ee ma+ GOLF CLUBHOUSE AND SPA iO�Rµ+�oc�,TTqpr� I 1OR°^ e^+ ANDALUCIA AT CORAL MOUNTAIN IRtk94D VTILRSjB vpB�NOTT,] Fnr3,r � rR lnfl w-�Gr ,IAi (Iw•I w-me w,uaio�e0.�e'Pr. ��,slaNEv r,vinwr„TBO,y�B1qY7y,rNTHa tMXxx,Da t®oPewwua,rie W. zoeaz „rsr oP ueoearr ar. IH� TF�cONSRACTdLIY h1�1B17s9'FOTABE qla LddIPo,L•mebPR . AID to 9. GFAV ft vr,wwTV NBASNBESTO PaOTEcirXrt unAR7e99n mvwrco rR98fi4 ANY,PA to TIMOTHY FL JONASSON, P.E. RCE NO.45843 'k �°•++-Ir s anOWlW Anu ANY° mBc[Ft•Z'nm,annq oa°,vAN uo PUBLIC WOPoCB DIRECTOR/CITY ENGINEER �Y CIYhw 'HOATTHR9mmo PE THR r7OtAmAcrtsa'e rHr P 1ffi9 pl el ,99T ATT1E •t� tr PRQiyll®4Y1 WryYDYA YWITB0NA,1l8, MI. i1Mi INTIf NWBBWlMOFSECT1ON27.TBS,R.7.E,SBM F 4 BHTB. ISMILI Y10 NerT�v TNC nF' ¢UTRI7I�aoR wrs.ri"e�wA Dr ccxz R,m MARK BY DATE APPR DATE $ 7 ecraE n7ctUarnNceRrrID°TWDnc 3°A,,c1YQ"iisv xerw9a°119r�rs,` IFX'141NEE.? REVISIONS E7�. DATE 1?131114 DALE: 4°,'` DATE: ecr�ne e„aw w.� :°ew PkFASF "In OR >NR RrtE0�A5 :i ADIL'Nr DD Ar DE AyE DEL AND f44S BEEN ASSOLSIrLD u[h�ssFs. r1ES'. T C{N BE PARWWANLY Uu,TWWI1EEALIWUL, 05W ASZW LED fiTTN YRSERr amc SYNw 'AW LLOW NiF4Y'IE'iNs CAUSED or FWAGAr. SPLxPES L'ARRfkil W OASERT DUST, CF61.LA4EAa THE ELDERLY, AND PERSONS WTM RES7°APAFORY CYXYYNTION'S. ARC PARfE; 91L 5EN"JMVE TO p/RT, &1T E5+£RYLXIE' f5 ADWRSELY APTECTED BY THE FYUMVEtY IAFdP Lkl'ET-, BE fiiAT 17CCW! W 1IR caACf7EL1A NLLL-'r. HANGER U Pd w Es CAN DE RIMMED W - DU BUST RNRCUCH MAE TAM 40W ,404* OF TW£S dN RWWArS AND DMO`Vif REPL77fft PLOWYEC AAD A':d•M CPEKAMAS PROJECT DATA ( ATTAL7Rtl PUN ALSO) STREET ADi� . L ra..x�, �77, .eve:, PROP€RIY fFOU (FOR SENSHMTY, TM WWK BLOW NW. TO £E) RAW LI ., A D C.Y. +A81URl AFTER a er CD4di1L. 2=2 S6S8 _CY. RAW ExPORr mLuw..• a C.Y. t.)D ACTED ExPORT M., O Cr, (SEE NIUL ROUTE DETAR ON ATTACHED PLAN 1F ANr ARgRr OR novoi • ExCEM IFdis'N,) SOIL T/PL A' PHASING OF GRADING ACTIVITIES !YA c.�'e_..rl t :fly, Y I .:spl•�A . i_: +.� 1 •rlJ::e. 7ya:':rd.'ly 1Y-'!A}�T� [3ii3i"�'tA'TT'?^3r'^r rl r^!a�'e►,T"Lx7'[xe'r'7� I�E::.li�l.:7�tr..'r, •.F :•Lrr:TvvEr.�rA,�r..±:+a:�v lilr:'ir�a7!"�7'� ..'.'7r'r'I'•}[; rrl'RiR r r�'T4�!':!'�'73T'+'�r;87+1r"?� w ;+7 , � , r-6iSi�C_�iSi�6'SlexaLN ,.1Li„IE,L,•,Ld•.i ar:1 Lr� •-r •= FUGITIVE PM- DUST CONTROL MEASURES HERE 1s THE SUATRIzED ATrmx OF REQUIRED DUST .MIIGITTON wAsuREs IDEMIrmu BY ff"- -Gyow SPIT pmTEmNG F 72 MRS SNN+ IS POs]'FI7 OM s! W1rN d H1R. HKM{L FOR r COyrROLLER sAFAD FjACLYO [ON AD SYXS O T�4MBiY jI x x r x rERAND ♦ 4Ml5 A OOYY 8Y ARTER rROICK$ d iWES I R 2d IA45., t rRllp�f P/{R9 ACRES PEM'dri7€R SPRNMCLER $t5 (ALE. 51DES CpNRM1UDL'S AWN {plTfTm'IQ WA4DY CAOAVa (�_6N la• 4wM x a• GECP Ar smcff:sr00iDT MHD R,IN EAf7EYl5j ) x x x x WH€Et CiSAkM'G AT rRLA,"K CA7T$ € sri9r5' pmy� TFRKKXAA 1'L7A'OS. GIZIYFr. AIPE0.i. €Hl DETA71. MO11 REFERENCE MAP AT AT mGkl) mcR1t AWA SOX. STAALIPERS fi71Y L7(ER• NYDRDYZELCI; APPFC74ED Ok. PP PIAIR") AOFW AIOA SDK. SFArKLPZERS E'EN DL ", OR .FLIWkFLR ADENISJ 5DTP ALL YEfXGf£ ArIAWTV EXCEPT WATER iRA7lS WHEN Mn � 215 S sNE'EPAla7 IWLEN€Y'ER NEEDED Fr�Nr VECET,ImNA f UNDsC ,'r 74Ay�aMO J/DIE: MESS OONiRk ABE LT47AiL W MIE DUST PLAN RENEW W4A1X IDLE FRoi� r [ �O 3 Cwtsr A9r ouu.m AUNACEYEM asrrxr, TY OT N1Yx0 OR DAE 5•C.Aa M11 PROTECT RLiORD ALL Al C CTS AND AEATERALS A�1 Ais005 6 NMI, OUSTAl Y lerPORrS 55Fr DBE SUOW7TrD TD TTlH�E PURLK' F`LW 4TDAA".E K' DELL EVLYYT�auy Hnp IFli GrY AND r� RMrN71/,€ str rw REPORT fDKV pwr's AbT 2 IY� lE'CRIT. rHrt• C ff am oIi&. .IrCPESAlU ODCLNkIAI. FUGITIVE PMID DUST CONTROL PROGRAM DETAILS Iy ON T iBTrr.A* tkASSUN41 ON r'.DA[IINOI.UBEORdUI RiE REBE LCWYATRBEIX PL wfXi' 7 CAT FEh Arr�} R)MRK/µL{pE EY OY-DAIEDY; rRUDIAkWS WORKERS PARK .INEALE"GR. e - E/Exrl, ANO DDRR PIA AS NL7OETT, PHA 'A .• ROUGH GRADING (SITE PREP. & MOBILIZATION) !, W»'+'Tr ANO rARrrED [ETTFI� SFAALL >� :SUDA6rAv M3 RIE PUEX.AC WCWI¢ DEAWTMENP F ANY ADIAC� Ds Wf}D'5E PROPERTY W:.L BE USE➢ W ANr O�MyyEEMIYR FMR GMISTRIC SLxTA�D•YUV�FTG. PRL1'iP TD ANY SUFM VSIL�, ItTR �DUSAi°cA� AHr oFF-'SdrE LLd'SiUR�DFOR TIASAREAS�WL�ASBEOv rmsE�PROrECE r. A DUSf CWffROL SEC BE ,DID PER ACRE• CR AS OTH€ APPROY6'D BY MAC GIY CNIXNE['R, SHHLL BE POSiEfT ALL AREAS 70 BE ASDARB€O f1T' TRUE F�L1 Cr LhOR! DFI-sSt7E Aryyr LYF-57rE, W R�,YA,E OF E AREAS Npr �p€D W DUSEAOrREE T 5FL4.L t]E FAEA�O)M�AUUMRMLrhE' CJ'��(�TiiyTApAOD/ AM1V] PO5SYB1'.Y S /Nt WCYRI Arc SfIE1 PFTt .NFfAS Mir +sRr oM fS51:x�AN�iNMAAKE W AD E. 2 =offliOWETrIrXR MR WOPD AND OP MR PULSrrC ShSALL RE L ER OF TYfi rdNAIEGr SIDES MALT OD �7T /TI[ Er15 AWLS ON Sr1R' SOALyXyi iENCAWO OR KOGEi'.W TRH SERK$ TW MG'LThRX OR REREL4lLE S 'rRlrx OG OF sr. sw4i'Cr T✓� . Y�mAc*o Or THE ExT BE 3. PRT-WA slWi O'OLtlFC'NY.E AT trllSr �HRE .T 15 PRQR tQ ACafW, Gd4CWIO USWG A rd�RIRY O�arr SYTE�xVrWhr 6'fefEYE �GMGYf fD MM' ExfSRMT WAITER SYSTEM ShWYr. BE [?LN1C-W ! OUNCE M C.Y,WL TGMPAIAAR!' WATER ERRS SHSW, {W1p£,�FW�STNIE6 7WRi A 11dMVNf AISlI,NYHAB:E GY ANY OFF 4YT€ MFAF OLg'y PASS O� Af..R CA7VNUAM4E' CPFO,¢CdA1GwrMC BE F"RE4CrtN1FkWAtERFXt tMtLY W M�ACED WTR1Y ENEkV1G5. , IkSrEmM.rTOR A�INr fX1VFREr1 frY I+FE SPRgAK � `�EdU. T'S� � TD'r. ON/CKS (GAY TmIO'X PER a ACRES TOR 6 w2 WtlRKlL4Y5, i4C ABLT,L) d. AChKTV ARAS SL+YN AS, Eg4WWW SMAWLGE AREA. ATTERMtS 514RAGE A4E'A. rIpORMY OrFIC£ TRNkLRS AND €UL t rr rAST. MIL�!!D BE OCArFD R Fgg,57YX.J,' GW r:aSrRG PAY�D SrAKFACEx hF TRAF7'� WD RDr, BE prT' IN LRU OF CxOYNIG FdLYlFlri A 6014 wrAB,XIZL'R MAI AGE'S NC7r rumuEDcY%. tNNT�Wr9F1 fENYKL �'."HU�L'Ir AS A W6AS7fEO YEN, OLP ar fr9 j1Y✓ vY Ahk7 CrTFNAt WN�r£R arlArllfY LgNrxp( r ALS uSLD PHASE A".• ROUGH GRADING (SITE PREP. & MOBILIZATION) CONTINUED S. M£ TWES OF WWAES BEM USED LW-su WOULD BA- CCWArAII•ED AND OIriS d or IWCWO 3,pr ONr0�1T q[rt2€SDtAe-01YA A. DF TMES. 7Tf1AILCl S� rRdpllNYfpU{kiET. Ry1 103W DTAL9CDR�LAARC HE, LLY6Ur WY 6RfIR1.%9YPRi1P[R USE' ASMNG ARe'A" DKE IN. TREY REpLNPg'D ON PM}.l,CFS OVER 5 ACRES ON Wl1N 49KY a Ci�'C YARO5 OF T LMP ExAUPr, 6. A SrANd4TrD SIGN WTrH ]Tg mU.OWAfA^ W7F TKlN MOsI RE +`DSTF71 Ohl rH¢' R' I LEA$r VA PER -. TI6 5MN wr M LIME. fltE OrASONG�IT O FMlaxcr N4 , ALw = r rF, MALL AUIIKRRZEp ITDsr 1rrpL CA•O )R VVNwkiov ART TILE' SOUFN UYhASI A9P]OyWpIfR7vrHE Xr Oes1- M( �STICif-CAR LE77 AND CANIt '7Ar R�i'E- c��N.."I�gAy t/�'EffA(U THE �E��r RyAT ISO LOST &045 T BEUP7�i' �YCAN LC/VrAIl1E: 7. MA ON LNgT AND/OR Dly UNPT S SNWLD RTHE Pit 7NEIR SPEED m B P.IL >65�ILW5570OTI r EFFECBE PIIICFD AT THE PROTECT ENTRANCE 8. Whf7V W v #tiI115 Ql ft 26 EA°FI, er ANEiI01(ETER READM!$ 017 A GL615 Al iFASP MeraE yvDKN A RAwTr WNuTE a°€ oN ENE SITE YE+�aCULAR :+DRFtrY ay w 511E STALL fYASE Eiilffk V0.'UII'FARRY. OR RY cry OR AO.ALD. 0 SPECTOR NOM1rATKxIL aCEEC T F}pYeErAbLytl9 dRfJCKs NpD sPBRdYLER-IEi�MyG WhYCLM Y AMR; '(PLEIs£I DESCRIBE .WY SPECRiC OR AD ROW COMROL W&URE PROPOSED.) f. PRE-W4IERWG METHOD (AS SHOWN W I. OR AS DETAILED HERE): ARTER M"S • F LSr 900 2. OFF-SDE OURK PER.IILSSAM NEEDED.• N/A 3. ACCESS WILL BE COMROLLEO Rl' (B.7UdIE'LR __ _-- _ d. WITAL STAGING AWA: SEE. iTJ�AT RNOF E SEE T RMJ? -TERMWUFY� SEE Lap AT RA2ff EMPLOYEE PARKING SEE UAP AT RAWF 6. WiffTZ. W4WNG PROYMOVS' hkw 6. SPEED RESmICOLN SQV LOCATM. f SPEED LAWr SVN AT CONSIRUCIlON ACCESS 7. 17W. PER nKwr NG (W 15PER 6 E 8, OTHER PRELANW r WORD _ .. PHASE B".• ROUGH GRADING (MASS GRADING, PERIMETER WALLS) rINLn.Mr� •• RLES Cpq�G FRCWf LWIf ARLAs WE) PAWO sTR V S'qA�, ftA4p. 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ALL STRIPPED £.IS.I$EI OR OTHERW� Dl$MMS.1'O .A1E'i'A5 iSLi1LL�Y BE BY sOoffiguNumt YEAPPR(rPNCArE YEANSR�AARCAS AC NnY 8E+M7 rA5447D �COM57ANTp EY5 � CWl Aq(N/hO THE P� ERNSprLPISrRix.SrN>uLL ABOUT I ACRES CfR MiY1R A IF PERB(ElER RLO'CK S ARE m BE BLAT THEY SHOULD BE GIVEN A HION PRIORIY SWCE THEY L HQP TO rATCN eLOWW$SµAFIpp AW COULD 7HERERY REDUCE THE AMOUNT STREET SW IM REDU/RED. SITE $PECRiC CR1BF ANY SPE'CFX OR ADDpoW CONTROL MEASURE PROPOSED.) I. Il1ULNdC PROCEDURES AS SHOWN AB04•E UMESS OMERWrSE DETAXID)ABOVE uME55 OMERW7SE RETAILED) PER GENERALPER (XNERAL BEDUMEEXPORi��TRfACSIIE 2 SOB. STABB1zA7pN A(E7,roDs: ACTNF AREA WATER sScCIAEDUCE: ( d MMES PER 24 NRS.) cONONuED W4ITERING DURNG � RucrroN WEEKEND W:1rERNG SCHEDULE' (MW. < TLMES PER 24 HRS ) d 7W,IE5 PER 2d HRS WHC�AREA S449WAT)" METALOO(§i): (ApPmv H PIANMK.'ra, -- E 'LiY . OR AS STKNPId HEPE) STADYJIER 5 AYl RAL2LfLTE GREEN COLDIMHT OP rLXART ANA LASED ON INACM11 AREAS 3. PERME7ER BLOCK WALL SCHEDULE, N/A d. 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PERB27ER /ANDSGIPES5CcrNFEEUUIF (AS SOON AS POSSIBLE) PER GENERAL REOUIBEMENTs d. OTHETt - _ ABATEMENT OF DUST MITIGATION FAILURE AN rRRErugagLE rs rIEREer La¢ANFm OR rADsm m BE m PERiAr THE crrr OR TF¢IA OEF rV L6i'kN RIE SrrE ""R'w rgLl, CnN:uilSrANL'E5r A W THE EVETyT WM"r gpMLAS�yfDY,EEAs lly OF EB M.P.. F17REGAST TpAbRTO .", BI,, R rO r WVWO CUM Rf E AR LWf T MirHB(�D . C.A.L- T. $A 'ARWlLD4RD5 G OR M FWtrff 0057 EOSROW ARE YISIBLE FOR A DGIANCE OF 50 FEET Mail B. f' 7rE CI�UNRLE BY Pt7EPHGV� m E37 p(,�y1 A C'ON:ACT W]M TAR AUDq-NCO OUST CORrR1ALER AFTEN A 6dA'�IMRITE L1PTk CuI1YF PERTOO Mrl7f �Wl START TFI THE FEPSf TEeLFPfONE GILL. 1iR7FR@]P�47SWEREO OR IA7r;• D7€rY TNF CRr WW.L ONOCTTrAKE m WRLATg ONE OR AIL OF i1r£ on AJSrTD ACMNS: A. fME clrr Wru TILE c[sur cr-AN�r. ON 5Rc ACRRrr Nor l p/riED��- rR5yCX5 �1fDN. S 1 r ccwrWDE 2. W THE EY3M Rilr AN CYV-.FrL' MS'GI!]LRI sT5[EM 75 rrerr rALLEO ANOloel Ew€RLfNkAU.. ME CDs WO FRM Pr!€ S1fT. WARnEO �Af' MIE Burr GDNTR6L sELwrm BE uTrLLrz:D ID r cORIS =R' COSTS EACEC£Tpp Df+6r BEL'URrlY RE COSTS Y Br ASSESSED 11 THE O1T11'EFp - T7I€ #i70R'M My p�yggyT j' �y�y I Ar S'D rkT�' Sf ITEN NEEA° TaAd1 LOCKED GI. Y CONTROL CLOCK WS NOr Q LOVFDOE GONDPN, �BOKEs, M'DRV E RK S/57Eili, Ar IT 6 WW My OW WF T7w RiE AP'APO*+RHTE IT£YS, PC DIP Y CW ON BRF.VC LOCTEsAS YNEi'iSriRG E D64PAVr=PrA f 5 i�AY rl COYFQnIHERY A W7d7rt7 SAEIKAW�R ON MSpEgIYLYE OR o ME..*E+fFI' Cr:`w r F ��50pf AIc ASS HE Sal OR ORD RM RAF CESSA �IA�AAkN1 OTMpA- F. ANY pF MR ABOVE:71101 s MAY BE CONS7W AS AN AGAiEMENr F17N THE CRY µ�EE 84L'K CFWiYJE RIE GENEld4 CQVRGCIOR, DEYIIOPER, AND�OR 0WR AS HARE CI1Y 5144E QEEM MPROPRtITE. APPLICAh,01v CONSENT APPLX:ArA7N FOR APr+WDVAL OFA lPX" AN LRLV.rJY 1WW:111A'Nl ((Ll��ppAiP.) PUN IS HEREBY {TOE i0 IFfE CrlY [T�g�yEER cYr rAlS AS f9Wr OF A ORADWO PERM/T APPLIGMOM SUBJECT l0 THE CQAYRr/ONB AND RESrRICPiQMS�T F4WrN ,yw.R{tN; !. CIGH PERSON �W�p BEFWF RAS ATYYKJI !s il(10.F Ate} €ACH pERS(M{ Ar W1i0SE� flEINJESr AND FAWA6Lr+tF.f1r WWOORpKK IS O GVIDF]P AND PURSUANT r0' ANY PERARr F554R1'+ As A rlES'ULf TJF rP85 APR.ICAIION ADREE� ANI7 SAWL XWrEIBVTr"Y ANO FplO FTRMLE55 MAE cm^ of XADK,, DS � AGENf'S ANO F1��L.DfIE£ 2. ANY PEE�RM�y/// rS DI AS A RESULT OF 7ryIS APPLK.ATIIYI BEL'DWKS NULL AND ypp H' WORK 5 NOT COMMENCFO DI 90 DAYS FROM 1NE LUTE 0'F ISSLNNCE QF 51/CN PERWI. J FOE APPUrANT OIkYER rRACTOiI'57 5 OhDCCNTRACLf ,�S 0R 0114,07 AGENTS HEIRS OR ASSdGHFkS SI/ALI. COMF r0 ArY mAsr "M AS API ROIL "' ,Nt COM SAfO P1AN ALyL'L187E5 iES AN� DRAIYHGS OF I�YY OR PERMINEMflOS (yF L7€ACES m BE L AD,MP. L OF LY14&YJEREA µµ TO, AND A NECESSARr PART OF, ANY GRADrNO, 5rIX.'M171ME RA6.11O'NT, f7FI Ik'Mp f" PLAN Drla'RlpsE HETxawJl FEAR 4vrc f�ERMtIs, d. (rY ACREEWG m CONFORM To MWS PUN AS APPROVED BY THE CRY, 1N£�OWNER AND DESICNATEO AUTHOMMO OUST CO.- DO ALSO AGREE TO ABIDE BE I1IE PhD FNlss OF THE ABATEMENT PROCEDURES AS SHOWN A.W. OWNER'S NAME(s) T.D. OESERF OEVELOPMEM OWNERS ,ADDRESS RI-6T0 GV7RQMERA.4. U rYHYtA G 92263 OWNER'S SKN, ATURE(s) DA YE AUTHORIZED DUST CONTROLLER CERTIFICATION: i G};R NY IITF I MM ROAD ARTS APFECAFM AAA RSFAW RWIr 1 AM wiPORcaM rr TOF RE COW°L➢4F�:E OF Tl+ri ARCr TD RfE Ct%NTROC NORD GR O HERE. A5 r1E AUUKr Ili F iw cr INf5 RR{I.1E'Ci' + We ID MY I,AY rNE RFO�A'RFF SITE sI.R£ftL RAWOID DU)S1PTlflG01�rAUYTs� rA7. F TALI/ T' RS CIE KISTL'YSIUR O W ANY WXY D,M M+L� NAIW�WLY --AFED CONL4O4MF. ANO CONmYIJE JINm. T'. P 011 711E' PRAKC7 RTH /S ACGtPTAOLY RE YEr{fhTED PAY :M4'ED, DUST CONTROLLER NAME (PRNr) �Apy RFM, DUST CONTROLLER ADDRESS M,-DZSr I( A Ld aIAJTA. CA W278L DUST CONTROLLER SFGNATURE 617E CONrACr PHONE NUMBERs (24HR) CERUMATE ND. ��t ♦'F1Lr kr'•:: 8' MY OF LA OUINTA PERMrr NO. SDP NO. IF YOU SEE DUST COMING FROM THIS PROJECT PLEASE CALL: 4r (760) 408-1164 F YOU DO NOT GET A FEMME MM CITE I IOlfi PLEAS= CAL THE Clf Y OF LA OUNU PIIS_IC WOW D�N (760) 416-5= FEIWIFE PEFMI OR PRDJ?CT ND. ATW PNM RAW ABOVE OR CALL AR OUALIIY f lAWAGE ENT DEMCT AT :+f0D-2*-7W4 6' 1 1 -P09T pm--- 1 1 6" PM-10 PROJECT SIGNING PI,f T, p LIA 9' /r I f - �`j : r,' . t A,^t _-_ .,C} .} 94 � •r�ypRN' up��I� I � .� rl Il . w A �� #y ...�6[70 CPAA r r•��1 F._I '� T 1' ?., ''Y•+LF'A �� yT �� }}y-��- 1 II � � Yam' l n.t'= ADD A LNYIWR,K• HERE MR SIA:CW DUST CONRYOL IMIF MDT MT III Y. 'AY D"ADWG PUNS SMI AS: I1NAGr WHLEI. WASH ELBILQYFE 7EIS` TQWER LCGT�, NWL If6AD DEIM.& SPEED IFFAAU RE 01AW WAALLEADYMh•�4.EOe a PP1. WT LrW A G DWW€WR V E REFERENCE MAP / GRADING PLAN FEATURES SCALE: 1 ". 100' oofl m I cwmm A 8 111 AYEl u moo ra PROJECTT SITE _ m .� NYC. 4 BZNOAYB ! w VICINITY MAP ARTS MONITORING TO BE PROVIDED PER COACHELLA VALLEY FUGITIVE DUST CONTROL HANDBOOK SECTION 6.2. DUST CONTROL SECURITY REOUIREMENTS: SECURITY AMOUNT: $7,600.00 (25X CASH: 11,900.00) (75X BOND: $5,700.00) TYPICAL CONSTRUCTION ENTRANCE N.T S 450 I 440 1 430 420 �� ■ �� . K��-.- �� ® ice■ i!� 9 ®� 1 in ON MEN _ i� ■ ■■■orl ■ ■ ■ ■ ■■ MENEM will v- 450 460 440 450 430 440 420 430 ! I o ! {lll f I t � aR mN• - I _�. t. I li r CiHGflhXll' 4 p _ _ Jr 1 PSG ILE` 460 450 430 410 410 420 420 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+00 0 p0� I 1 '� I I I I q� ,{� � e �:6'.'�rA:—�T•./',/ � t I III-: •I� I 1 ,, `�_.�._.�- � _ - _ k f � l ! ti��"f � 1 �. 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NUE 3E4N2. �pE �DiP ® I P) L�130THpCNI�NpT:E7AEIORp�L ApOLYNTp12LOREEUUAI wwdI _ O WCSTWICTjN OITAIL hhQTPNO.R%F 0 NCO MPY40� d1ALa0 �N t P 7.641 31 18 I of 5 uffn M 8p0 8 +•_: i 1' ui t it CaGdlM ` `: ••800 q II �It ". ��S�rTOUL FrI T �ast3T GRAPHIC SCALE V-40' 227• 2(= AA�EY E" �qIe rELPAO TihY+IB NOTE: TWO WORKING DAYS BEFORE YOU OIS q� NEGAY v YA N �T CT�SQ1?,E,Fgf�LEYATIDN SHOWN D 12�D UNDERGROUND UTILITIES � u iu,rn nn s r j yns �`r �.�� i °e� " 1 _ 9• J tlFTI� f 4ir PI >a Y -M-TINfl 1 NOTE u •i t rn_ NIX 1 > � q' i�r� Ia ar iTll``N0 uiRtIT. REVISIONS }� ' T N A CORaaRATION e,V,.. "aewnlra nmer,R nu.san wn.xnrt .a e•.i ww „n nt.- �® aI�tl �g SsCp I, pER aUPC1lY ISI©N OF: THE �� ---•••t JDEjj FPS 3 .1R 7 �.� : L3 `S . A1111IN911)M CRY OFLA{]UWA - $ y nn HDATs7,jlE '�!•ID Ds R.C.E. NO. ,reams rawuFa 1z-31-0s IN THE CITY OF LA 'QVINTR STATE OF CALIFORNIA A�fi7A USIA AT CU AL,MOUNTAIN TAIN ry ON—SI E STREET AND STORM DRAIN INFRASTRUCTURE IMPROVEMENT PLANS TRACT N�]�. 3I6Bi-2 H" Sta. 9+50 00 to 19+70.92 L N H-5" Ste. SB+6U.00 to 19+BB.27 t�2GLX IN 9uTION 27, T. a 5.. R. 7 E.. SeN SHEET 1 ET 2 OF 19 SHEETS -- ...__ FILE N0. HARx DESCRIPTION BY,AMR DATE S.D. MODIFICATION EXHIBIT