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10-1251 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: 10-00001251 80610 VIA MONTECITO 772-410-999-67 -298944- POOL - RESIDENTIAL LOW DENSITY RESIDENTIAL 40000 Tihf " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License ass: C53 Lice No.: 614611 ate: /7 Cactor: OWNER -BUILDER DECLARATION - I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500).: 1—) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profeisions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , 8.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: PIN LQPERMIT Owner: COPPOCK 81-610 VIA MONTECITO LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/17/10 Contractor: 0 MCINTYRE POOLS & SPAS, I 83695 AVENUE 45 INDIO, CA 92201 Nov I'S 2010 (760)342-3612 LiC. No.: 614611 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier GOLDEN INS Policy Number 2010010139097Z _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become ubject to the workers' compensation laws of California, / and agree that, if 1 should become su j ct tot - workers' compensation provisions of Section 3700 of the Obor � hose provisions. Date:& A0`p`i`icant: s• WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building consVuction, and hereby authorize representatives of thi ounty to enter upon the ove•mentioned propert ( in ection u/ ate:f�y� Sign re (Applicant or Agen Application Number . . . . . 10-00001251 Permit . . . MECH POOL Additional desc . Permit Fee . . . . 26.00 Plan Check Fee 6.50 Issue Date Valuation . . . . 0 Expiration Date 5/16/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 ---------------------------------------------------------------------------- EA MECH FURNACE >100K 11.00 Permit . . . ELEC POOL PERMIT -RES INV FEE Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 11.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/16/11 Qty Unit Charge Per Extension BASE FEE 30.00 1.00 60.0000 ---------------------------------------------------------------------------- EA ELEC PRIVATE SWIMMING POOL 60.00 Permit . . . PLUMBING POOL INV FEE Additional desc : . Permit Fee . . . . 66.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0. Expiration Date . . 5/16/11 Qty Unit Charge Per Extension BASE FEE 30.00 2.00 12.0000 EA PLB FIXTURE 24.00 1.00 6.0000 EA PLB WATER INST/ALT/REP 6.00 1.00 6.0000 ---------------------------------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS 6.00 Permit . . . BLDG POOL PERMIT INV FEE Additional desc . . Permit Fee . . . . 699.00 Plan Check Fee 227.18 Issue Date . . . . Valuation . . . . 40000 Expiration Date 5/16/11 Qty Unit Charge Per Extension BASE FEE 504.00 15.00 13.0000 THOU BLDG 25,001-50,000 195.00 ---------------------------------------------------------------------------- Special Notes and Comments POOL/SPA, FRONT YARD WATER FEATURE. LQPERMIT Application Number 10-00001251 ---------------------------------------------------------------------------- Special Notes and Comments ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. 2007 CODES. INVESTIGATION FEE ASSESSED PER 1997 UNIFORM ADMINISTRATIVE CODE §304.5 FOR WORK BEGUN WITHOUT BUILDING PERMIT. Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 Fce summary ------------ Permit Fee Fee Total Plan Check Total Other Fee Total Grand Total LQPERMIT Charged Paid 881.00 .00 253.18 .00 2.00 .00 1136.18 .00 Credited Due .00 881.00 .00 253.18 .00 2.00 .00 1136.18 Bin # Permit # G� 1 Project Address: — City Of La Qulnta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet 7.7v Owner's Name: ` A. P. Number: Address: Legal Description: City, ST, Zip: axC� ♦� Contractor• � •ffltelephone: Y��:.}y$�a. Tele hone• 41..: t •ry ^>>•:p 4z`a�s": ati•. 7• a �;�s�>��� Address:qJ V 1, Lis Project Description: City, ST, Zip: l Tele hone: �-3 �; ,�% �� rs. P o-3L( Q 11. � 'I �'' State Lic. # : C S � 61'-161( City Lie. 9.- :Arch., Arch.,Engr., Designer: Address: City., ST, Zip: Telephone:', r Construction Type: Occspancy: State Lie. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person:Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: —,25 — Y FJ Estimated Value of Project: Q APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRAC UNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check D-posit Truss Cates. Called Contact Person Plan Check Balance Tide 24 Calcs. Plans.picked up Construction Flood plain plan Pians resubmitted Mechanical Grading plan 2i° Review, ready for correctionstiissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'A Review, ready for correcdonsrissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permi: Fees f- Fz� P r%. GO\'F GP I L MINI� i US l INN. ou, NJ IRS WHIN `'its` �f��`1,��; WFAMP /1�WIN j►.� �;,�►� ► ,.�.. ,►I GNP; ' r� j , ' `'•! ISO-�. orm-W ,�►,�/ �.,� �•'s arra, �, ���.► I`,"' '���,� �`� ♦ t� I� mit.- ., ��a• � 16W. A K, I I WIN 121 WIN 16 WIN 16 W111 app � ��- 't���� �� ,� .�� i � �/%►. � �/,%��b ♦ ., i► , �/� ` � tr�/rte -�.� � � Vii, \ G'"%r� �{l� .11 . - , ► � � .�Iij- � .-._,�� ♦I� --,�, � .� 1 ..r / ♦ ■ / FIRM 00 8 -• MCA V0 © COPP Ic 0 vf, .��. 67 LOT 66 VACANT C (PAD=1025.4) GUEST ROOM 12 13 +5' CONSTRUCTION NOTES 1 • Embedded steel reinforcing for masonry walls and all poured concrete elements are drawn to the best of Landscape Architect's knowledge base upon findings from similar projects in the same geographic area. Contractors using different or less steel do so at their own risk. • Water Features Contractor to engineer all gunite shells and embedded steel. Provide shop drawings to Architect and Owner for review and approval. 3 • With the exception of underwater lighting, all site electrical items to be placed 5'-0" minimum away from the edge of all water features. 17 • Caps for all skimmers and return lines to be located in planting areas. Verify location with Landscape Architect. Paint to match adjacent planting. • Water Feature Contractor to provide Landscape Architect and Owner with equipment and materials lists for all site water elements. Any omissions C does not relieve Contractor from his responsibility of providing a complete and operable system. LIGHTING NOTES • Control Panels: Lighting Contractor to review site electrical plans and determine best manner to connect landscape circuits. Photo cells required on all circuits. • Circuitry: Lighting Contractor must review plans and recommend circuitry for load capacity. Submit shop drawings showing circuitry, wire sizing, capacities, etc. to Landscape Architect and Owner for review and approval. Trenching: Lighting Contractor to coordinate work with Irrigation Contractor so that materials can be laid in common trenches wherever possible. • Junction Boxes: Uplights in planting areas must have junction boxes below grade, light fixtures must be screened with landscaping, etc. • Transformers: Mount on buildings wherever possible. Locate in valve boxes as a second choice. Verify number needed and locations with Landscape Architect. SCALE • Mounting Stakes, Brackets, Etc.: No aluminum products or equipment will be allowed below grade. Risers and nipples above grade to be of a groundcover type and length determined in the field by Landscape Architect. I I I ( I • Light Fixtures: All landscape lighting shall be hooded or so 8' 6' 4' 2' 0' g� arranged to reflect light away from adjoining lots, building and streets. •♦ aft •• •. OFFICE to _moi - . •. ..- ■ GARAGE C 1.3 MASTER' J F.11 00 �a, X 14 18 15 10 O4 �, Mr• 12 13 VIA MONTECITO REVISIONS BY HARDSCAPE LEGEND KEY: ITEM: REMARKS: WALLS: 00�� 1. PROPERTY LINE WALLS & AS MEASURED FROM FINISH GRADE. V-0" HT.X 8" WIDE REINFORCED CONCRETE BLOCK SCREEN WALLS CWALL WITH PLASTER SIDES AND CAP.. ON PROPERTY LINE WALLS, PROVIDE AN OFFSET SEE DETAIL #1 FOOTING ON PROPERTY SIDE OF WALL WHICH MEETS OR EXCEEDS CITY OF LA QUINTA Pe ARCy A�Q�. ON SHEET 12 APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. SGP' 7TH y FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. REFER TO CIVIL ENGINEER'S C, Oji PLANS FOR TOP OF WALL ELEVATIONS AND WALL STEP HEIGHTS. >/ PLASTER COLOR: MATCH RESIDENCE • PLASTER FINISH: MATCH RESIDENCE • 2. SCREEN WALLS AS MEASURED FROM FINISH GRADE. 5'-0" HT. X 8" WIDE REINFORCED CONCRETE BLOCK N-7 SEE DETAIL #2 WALL WITH PLASTER SIDES AND CAP. WALL CONSTRUCTION MUST MEET OR EXCEED CITY OP CAL\ ON SHEET L2 OF LA QUINTA APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. REFER TO CIVIL ENGINEER'S PLANS FOR TOP OF WALL ELEVATIONS. HOLD WALL 2" FROM RESIDENCE. PLASTER COLOR: MATCH ITEM #1 be a, m PLASTER FINISH: MATCH ITEM #1 � ��Ie ca- CN " " v N c Q c 3. PILASTERS 24 SQUARE X 54 HT. REINFORCED CONCRETE BLOCK CONSTRUCTION WITH PLASTER z o 0 e 0 _ Ed SEE DETAIL #3 SIDES AND ANTIQUE BRICK CAPS. WALL CONSTRUCTION MUST MEET OR EXCEED CITY OF ON SHEET L2 LA QUINTA APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. PILASTER TOPS TO PROJECT 4" ABOVE HIGHEST ADJACENT WALL. REFER TO CIVIL ENGINEER'S PLANS FOR v: Ln TOP OF WALL ELEVATIONS. N Cy - PLASTER COLOR: MATCH ITEM #1 v PLASTER FINISH: MATCH ITEM #1 L -W � - ANTIQUE BRICK CAPS: TO BE SELECTED z 6 4 BENCH WALLS FREE-STANDING & RETAINING 18" HT. X 18" WIDE REINFORCED CONCRETE BLOCK CONSTRUCTION WITH PLASTER SIDES & L o POURED CONCRETE CAPS TO CANTILEVER 1-1/2" ON ALL EDGES. SEE ITEM #15. CERAMIC V SEE DETAIL #4 TILE ON VERTICAL SURFACES OF SOME WALLS. DASHED LINE INDICATES THAT TILE FACES Z z ARE REQUIRED. PROVIDE WATERPROOFING ON ANY SOIL RETAINING SURFACES. WALL o ON SHEET L2 CONSTRUCTION MUST MEET OR EXCEED CITY OF LA QUINTA APPROVED STANDARDS. Z q 14 TOPS OF FOOTINGS MUST BE COVERED WITH A MINIMUM OF 18" OF SOIL. REFER TO CIVIL � ENGINEER'S PLANS FOR TOP OF WALL ELEVATIONS. m PLASTER COLOR: MATCH ITEM #1o PLASTER FINISH: MATCH ITEM #1 rl CERAMIC TILE: TO BE SELECTED Ln mmol Ln ATER FEATURES: 5. POOL GUNITE SHELL WITH "PEBBLE TEC" PLASTER SURFACE AND NATURAL SLATE AT WATERLINE. SEE SECTIONS A & B RANDOM "CAMERON STONE" CANTILEVER. REFER TO ITEM #16. THREE (3) RAISED Z BEVELED GUNITE WATERFALLS TO BE SURFACED WITH STACKED CAMERON STONE. ON SHEET L3 PREPLASTER GUNITE PRIOR TO SETTING STACKED STONE. THREE (3) SPA BRITE LIGHTS. PLACE EQUIPMENT IN DESIGNATED AREA AND PROVIDE OWNER WITH EQUIPMENT LIST FOR REVIEW AND APPROVAL AT BID SUBMITTAL. � Z � "PEBBLE TEC" COLOR: TO BE SELECTEDO s o ` NATURAL SLATE: TO BE SELECTED 2-9 10 6. POOL STEPS AS SHOWN. SURFACE WITH "PEBBLE TEC." o I+ O ` .ten ,� a SEE SECTION A"PEBBLE TEC" COLOR: MATCH ITEM #5 `5 �S ON SHEET L3 Z \ �., �7. POOL BENCHES & "BAJA" SHELF AS SHOWN. BENCHES TO BE SAME LEVEL AS SECOND STEP. SURFACE WITH "PEBBLE TEC". SEE SECTIONS A & B VERIFY EACH BAJA SHELF'S DEPTH WITH OWNER. PROVIDE TWO (2) BRASS UMBRELLA `% \`� J ON SHEET L3 GROMMETS IN EACH "BAJA" SHELF. "PEBBLE TEC" COLOR: MATCH ITEM #5. 8. POOL WATER WEIRS THREE (3)18" WIDE "SHEER SESCENT" PREMANUFACTURED PVC WATER t SEE SECTION B WEIRS MOUNTED 6" BELOW BOTTOM OF CONCRETE CAP. SEE ITEM #16. ' t f ON SHEET L3 9. SPA 8'-0" DIA. GUNITE SHELL WITH "PEBBLE TEC" PLASTER SURFACE & NATURAL SLATE AT WATERLINE. "CAMERON STONE" CANTILEVER. SEE ITEM #16. STEPS & BENCHES AS O t ' SEE SECTION C SHOWN. VERIFY DESIRED BENCH HEIGHTS WITH OWNER. ONE (1)100 WATT SPA BRITE t ON SHEET L3 LIGHT. PLACE EQUIPMENT IN DESIGNATED AREA AND PROVIDE OWNER WITH EQUIPMENT LIST FOR REVIEW AND APPROVAL AT BID SUBMITTAL. "PEBBLE TEC" COLOR: MATCH ITEM #5 ' NATURAL SLATE: MATCH ITEM #5 f,, 1 O i 10. FRONT FOUNTAIN GUNITE CONSTRUCTION. 42" MINIMUM DEEP BASIN SURFACED WITH "PEBBLE TEC' & NATURAL SLATE AT WATERLINE. SEE ITEM #16 FOR CANTILEVER. CENTRAL POT PEDESTAL _ SEE SECTION D 15 SURFACED IN DECORATIVE CERAMIC TILE. POT TO BE SELECTED. EIGHT (8) NCA 150 ON SHEET L3 FOUNTAIN BUBBLER NOZZELS SET 1" BELOW WATER SURFACE. FOUR (4) SPA BRITE t LIGHTS. 9 "PEBLE TEC" COLOR: MATCH ITEM #5 0 � 5 $ NATURAL SLATE: MATCH ITEM #5 5-1 CERAMIC TILE: MATCH ITEM #4 11. COURTYARD FOUNTAIN TWO (2) IDENTICAL UNITS. GUNITE CONSTRUCTION WITH NATURAL SLATE AT WATERLINE. 0 +5 SEE SECTION E 42" MINIMUM DEEP BASINS. 5'-0" HIGH RAISED BACK WALL TO BE SHEATHED IN CERAMIC 5 ON SHEET L3 TILE. POURED CONCRETE WALL CAPS. REFER TO ITEM #15. TWO (2)18" WIDE "SHEER DESCENT" WATER WEIRS MOUNTED 6" BELOW BOTTOM OF CONCRETE CAPS. CERAMIC 0 2 TILE ON ENTIRE FACE OF FEATURE. TWO (2) SPA BRITE LIGHTS. "PEBBLE TEC" COLOR: MATCH ITEM #5 1 NATURAL SLATE: MATCH ITEM #5 CERAMIC TILE: MATCH ITEM #4 0 DECKING: 12. DRIVEWAY & MOTOR COURT BANDS 14" SQ. "MEGA BERGERAC" PRECAST CONCRETE PAVERS GROUTED IN PLACE. 15 SEE DETAIL #5 ® ON SHEET L2 PAVER TYPE: "BELGARD" PAVER COLOR: TO BE SELECTED ® PAVER PATTERN: RUNNING BOND 13. DRIVEWAY PAVING CLAY OR MASONRY UNITS ON WELL COMPACTED SAND BASE. PRECAST INTERLOCKING PAVERS 17 SEE DETAIL #5 PAVER TYPE: TO BE SELECTED ON SHEET L2 PAVER COLOR: TO BE SELECTED PAVER PATTERN: TO BE SELECTED 3 14. WASHED CONCRETE BANDS, 4" THICK POURED CONCRETE. RADIUS ALL EXPOSED EDGES 1/2" MIN. COPINGS; CAPS, STEPS & MOW STRIPS +s. SEE DETAIL #6 ON SHEET L2 CONCRETE COLOR: TO BE SELECTED. 15. RANDOM "CAMERON STONE" DECKING 3/4" TO 1" THICK RANDOM "CAMERON STONE" PAVING THIN SET ON 4" THICK CONCRETE SUB SEE DETAIL #7 SLAB. GROUT WITH A WATERY BROWN CONCRETE TO BE PUSHED UNDER UNADHERED ON SHEET L2 STONE SURFACES. SPONGE CLEAN IN THREE LIFTS TO DISCOURAGE CRACKING AT THE LOT68 JOINTS. APPLY A CLEAR PENETRANT TYPE SEALANT. VACANT RANDOM "CAMERON STONE": TO BE SELECTED (PAD=1023.5 16. EXPANSION JOINTS 1/2" FELT OR CELOTEX 1 MISCELLANEOUS: + 17. YARD GATES 3'-6" WIDE UNITS. TUBULAR STEEL CHANNEL CONSTRUCTION WITH WOOD INSERTS SEE DETAIL #8 MATCHED TO GARAGE DOORS. PROVIDE SHOP DRAWINGS, CUT SHEETS, AND/OR ON SHEET L2 PHOTOGRAPHS FOR OWNER'S REVIEW AND APPROVAL. W \ 18. POTENTIAL MAILBOX LOCATION PROVIDE SHOP DRAWINGS, CUT SHEETS, AND/OR PHOTOGRAPHS FOR OWNER'S REVIEW M Tl SEE DETAIL #9 ON SHEET L2 AND APPROVAL. U L0 19; !POOUSPA & WATERFEATURE VERIFY TYPE AND QUANTITY OF, EQUIPMENT WITH OWNER. ALL EQUIPMENT TO BE SET ON (V EQUIPMENT LOCATION _- " ' 17 ; PRECAST CONCRETE PADS.z 20. A.C. UNITS VERIFY LOCATION. PLACE A.C. UNITS ON CONCRETE PADS Q W � Q 21. LANDSCAPE HEADER FLEXIBLE STEEL. BY LANDSCAPE CONTRACTOR Q W 22. OUTDOOR 42" WIDE STAINLESS STEEL "DCS" GRILL. STAINLESS STEEL SINK. POLISHED GRANITE 0 BAR-BE-QUE COUNTERTOP & PLASTER SIDES TO MATCH RESIDENCE. PROVIDE CHROME ADJUSTABLE U) Z SEE DETAIL #10 DOWNLIGHT ON COUNTER. Z) ON SHEET L2 POLISHED GRANITE COUNTER: TO BE SELECTED LLQ 0 23. DECOMPOSED GRANITE 3/8" MINUS "BRIMSTONE" TO 2" MINIMUM DEEP. ROLL WITH 60 LB. MIN. ROLLER r Q LANDSCAPE LIGHTING & ELEC. FIXTURES: 24. REDWOOD BARK CHIPS IN ROSE GARDEN. MINIMUM 2" DEEP 27.0 PATH LIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT O SPJ 10 06 SOLID BRASS FIXTURE WITH 25 WATT LAMP MAX. 'RUSTY" FINISH. MOUNT ON 25. LANDSCAPE BOULDERS "HONEY QUARTZ" GROUTED IN PLACE. SCALE PLAN FOR SIZE SEE DETAIL #11 SEE DETAILS #8 & #9 ON SHEET L6 V ON SHEET L2 "FOCUS" FA -26 PEDESTAL WITH 0 C) "WEATHERED BROWN" CAP. 26. FIRE RING 24" DIA. A.G.A. RATED UNIT SUNK IN 4" OF SILICA SAND. 12" WIDE MASONRY ILL! CONSTRUCTION WITH 30" DIAMETER INTERIOR OPENING. RANDOM QUARTZITE ON ALL r` �- QUANTITY = 35 SEE SECTION A EXPOSED SIDES & POURED CONCRETE CAP WITH 1-1/2" CANTILEVER. REFER TO ITEM Co Z ON SHEET L3 #18. INSTALL GAS SHUT OFF VALVE WITH KEY. VERIFY LOCATION WITH OWNER. O 28.A UPLIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT cc SPJ 14 02 SOLID BRASS FIXTURE WITH 25 WATT O G SEE DETAIL #12 61 PIN HALOGEN LAMP. "RUSTY" O Q ON SHEET L2 FINISH. MOUNT ON "FOCUS" FA -26 > PEDESTAL WITH "WEATHERED BROWN" CAP. QUANTITY= 12 an. 216 CANOPY TREES - 29. 1 REES29.' BRICK LIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT SPJ 17 04A SOLID BRASS FIXTURE WITH 18 WATT INDICATES SEPARATION SEE DETAILS #13 & 14 #93 SINGLE CONTACT BAYONET INCANDESCENT LAMP "RUSTY" DATE 05-31-2010 LIST OF SHEETS SCALE NOTED L1 HARDSCAPE PLAN DRAWN JCK / MDH L2 HARDSCAPE DETAILS JOB 2010 - LINE BETWEEN PRIVATE ON SHEET L2 - -- L3 HARDSCAPE SECTIONS SHEET AND TRANSITION AREAS L4 LANDSCAPE PLAN ASSOCIATION QUANTITY = 18 L5 IRRIGATION PLAN L 1 30. JANDY UNIT LOCATION JANDY RS 8. PROVIDE SPA WITH AIR L5 IRRIGATION DETAILS & REVISIONS BY HARDSCAPE LEGEND KEY: ITEM: REMARKS: WALLS: 00�� 1. PROPERTY LINE WALLS & AS MEASURED FROM FINISH GRADE. V-0" HT.X 8" WIDE REINFORCED CONCRETE BLOCK SCREEN WALLS CWALL WITH PLASTER SIDES AND CAP.. ON PROPERTY LINE WALLS, PROVIDE AN OFFSET SEE DETAIL #1 FOOTING ON PROPERTY SIDE OF WALL WHICH MEETS OR EXCEEDS CITY OF LA QUINTA Pe ARCy A�Q�. ON SHEET 12 APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. SGP' 7TH y FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. REFER TO CIVIL ENGINEER'S C, Oji PLANS FOR TOP OF WALL ELEVATIONS AND WALL STEP HEIGHTS. >/ PLASTER COLOR: MATCH RESIDENCE • PLASTER FINISH: MATCH RESIDENCE • 2. SCREEN WALLS AS MEASURED FROM FINISH GRADE. 5'-0" HT. X 8" WIDE REINFORCED CONCRETE BLOCK N-7 SEE DETAIL #2 WALL WITH PLASTER SIDES AND CAP. WALL CONSTRUCTION MUST MEET OR EXCEED CITY OP CAL\ ON SHEET L2 OF LA QUINTA APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. REFER TO CIVIL ENGINEER'S PLANS FOR TOP OF WALL ELEVATIONS. HOLD WALL 2" FROM RESIDENCE. PLASTER COLOR: MATCH ITEM #1 be a, m PLASTER FINISH: MATCH ITEM #1 � ��Ie ca- CN " " v N c Q c 3. PILASTERS 24 SQUARE X 54 HT. REINFORCED CONCRETE BLOCK CONSTRUCTION WITH PLASTER z o 0 e 0 _ Ed SEE DETAIL #3 SIDES AND ANTIQUE BRICK CAPS. WALL CONSTRUCTION MUST MEET OR EXCEED CITY OF ON SHEET L2 LA QUINTA APPROVED STANDARDS. TOP OF FOOTINGS TO BE PLACED BELOW BUILDING PAD. FOOTINGS MUST BE COVERED WITH MINIMUM OF 18" OF SOIL. PILASTER TOPS TO PROJECT 4" ABOVE HIGHEST ADJACENT WALL. REFER TO CIVIL ENGINEER'S PLANS FOR v: Ln TOP OF WALL ELEVATIONS. N Cy - PLASTER COLOR: MATCH ITEM #1 v PLASTER FINISH: MATCH ITEM #1 L -W � - ANTIQUE BRICK CAPS: TO BE SELECTED z 6 4 BENCH WALLS FREE-STANDING & RETAINING 18" HT. X 18" WIDE REINFORCED CONCRETE BLOCK CONSTRUCTION WITH PLASTER SIDES & L o POURED CONCRETE CAPS TO CANTILEVER 1-1/2" ON ALL EDGES. SEE ITEM #15. CERAMIC V SEE DETAIL #4 TILE ON VERTICAL SURFACES OF SOME WALLS. DASHED LINE INDICATES THAT TILE FACES Z z ARE REQUIRED. PROVIDE WATERPROOFING ON ANY SOIL RETAINING SURFACES. WALL o ON SHEET L2 CONSTRUCTION MUST MEET OR EXCEED CITY OF LA QUINTA APPROVED STANDARDS. Z q 14 TOPS OF FOOTINGS MUST BE COVERED WITH A MINIMUM OF 18" OF SOIL. REFER TO CIVIL � ENGINEER'S PLANS FOR TOP OF WALL ELEVATIONS. m PLASTER COLOR: MATCH ITEM #1o PLASTER FINISH: MATCH ITEM #1 rl CERAMIC TILE: TO BE SELECTED Ln mmol Ln ATER FEATURES: 5. POOL GUNITE SHELL WITH "PEBBLE TEC" PLASTER SURFACE AND NATURAL SLATE AT WATERLINE. SEE SECTIONS A & B RANDOM "CAMERON STONE" CANTILEVER. REFER TO ITEM #16. THREE (3) RAISED Z BEVELED GUNITE WATERFALLS TO BE SURFACED WITH STACKED CAMERON STONE. ON SHEET L3 PREPLASTER GUNITE PRIOR TO SETTING STACKED STONE. THREE (3) SPA BRITE LIGHTS. PLACE EQUIPMENT IN DESIGNATED AREA AND PROVIDE OWNER WITH EQUIPMENT LIST FOR REVIEW AND APPROVAL AT BID SUBMITTAL. � Z � "PEBBLE TEC" COLOR: TO BE SELECTEDO s o ` NATURAL SLATE: TO BE SELECTED 2-9 10 6. POOL STEPS AS SHOWN. SURFACE WITH "PEBBLE TEC." o I+ O ` .ten ,� a SEE SECTION A"PEBBLE TEC" COLOR: MATCH ITEM #5 `5 �S ON SHEET L3 Z \ �., �7. POOL BENCHES & "BAJA" SHELF AS SHOWN. BENCHES TO BE SAME LEVEL AS SECOND STEP. SURFACE WITH "PEBBLE TEC". SEE SECTIONS A & B VERIFY EACH BAJA SHELF'S DEPTH WITH OWNER. PROVIDE TWO (2) BRASS UMBRELLA `% \`� J ON SHEET L3 GROMMETS IN EACH "BAJA" SHELF. "PEBBLE TEC" COLOR: MATCH ITEM #5. 8. POOL WATER WEIRS THREE (3)18" WIDE "SHEER SESCENT" PREMANUFACTURED PVC WATER t SEE SECTION B WEIRS MOUNTED 6" BELOW BOTTOM OF CONCRETE CAP. SEE ITEM #16. ' t f ON SHEET L3 9. SPA 8'-0" DIA. GUNITE SHELL WITH "PEBBLE TEC" PLASTER SURFACE & NATURAL SLATE AT WATERLINE. "CAMERON STONE" CANTILEVER. SEE ITEM #16. STEPS & BENCHES AS O t ' SEE SECTION C SHOWN. VERIFY DESIRED BENCH HEIGHTS WITH OWNER. ONE (1)100 WATT SPA BRITE t ON SHEET L3 LIGHT. PLACE EQUIPMENT IN DESIGNATED AREA AND PROVIDE OWNER WITH EQUIPMENT LIST FOR REVIEW AND APPROVAL AT BID SUBMITTAL. "PEBBLE TEC" COLOR: MATCH ITEM #5 ' NATURAL SLATE: MATCH ITEM #5 f,, 1 O i 10. FRONT FOUNTAIN GUNITE CONSTRUCTION. 42" MINIMUM DEEP BASIN SURFACED WITH "PEBBLE TEC' & NATURAL SLATE AT WATERLINE. SEE ITEM #16 FOR CANTILEVER. CENTRAL POT PEDESTAL _ SEE SECTION D 15 SURFACED IN DECORATIVE CERAMIC TILE. POT TO BE SELECTED. EIGHT (8) NCA 150 ON SHEET L3 FOUNTAIN BUBBLER NOZZELS SET 1" BELOW WATER SURFACE. FOUR (4) SPA BRITE t LIGHTS. 9 "PEBLE TEC" COLOR: MATCH ITEM #5 0 � 5 $ NATURAL SLATE: MATCH ITEM #5 5-1 CERAMIC TILE: MATCH ITEM #4 11. COURTYARD FOUNTAIN TWO (2) IDENTICAL UNITS. GUNITE CONSTRUCTION WITH NATURAL SLATE AT WATERLINE. 0 +5 SEE SECTION E 42" MINIMUM DEEP BASINS. 5'-0" HIGH RAISED BACK WALL TO BE SHEATHED IN CERAMIC 5 ON SHEET L3 TILE. POURED CONCRETE WALL CAPS. REFER TO ITEM #15. TWO (2)18" WIDE "SHEER DESCENT" WATER WEIRS MOUNTED 6" BELOW BOTTOM OF CONCRETE CAPS. CERAMIC 0 2 TILE ON ENTIRE FACE OF FEATURE. TWO (2) SPA BRITE LIGHTS. "PEBBLE TEC" COLOR: MATCH ITEM #5 1 NATURAL SLATE: MATCH ITEM #5 CERAMIC TILE: MATCH ITEM #4 0 DECKING: 12. DRIVEWAY & MOTOR COURT BANDS 14" SQ. "MEGA BERGERAC" PRECAST CONCRETE PAVERS GROUTED IN PLACE. 15 SEE DETAIL #5 ® ON SHEET L2 PAVER TYPE: "BELGARD" PAVER COLOR: TO BE SELECTED ® PAVER PATTERN: RUNNING BOND 13. DRIVEWAY PAVING CLAY OR MASONRY UNITS ON WELL COMPACTED SAND BASE. PRECAST INTERLOCKING PAVERS 17 SEE DETAIL #5 PAVER TYPE: TO BE SELECTED ON SHEET L2 PAVER COLOR: TO BE SELECTED PAVER PATTERN: TO BE SELECTED 3 14. WASHED CONCRETE BANDS, 4" THICK POURED CONCRETE. RADIUS ALL EXPOSED EDGES 1/2" MIN. COPINGS; CAPS, STEPS & MOW STRIPS +s. SEE DETAIL #6 ON SHEET L2 CONCRETE COLOR: TO BE SELECTED. 15. RANDOM "CAMERON STONE" DECKING 3/4" TO 1" THICK RANDOM "CAMERON STONE" PAVING THIN SET ON 4" THICK CONCRETE SUB SEE DETAIL #7 SLAB. GROUT WITH A WATERY BROWN CONCRETE TO BE PUSHED UNDER UNADHERED ON SHEET L2 STONE SURFACES. SPONGE CLEAN IN THREE LIFTS TO DISCOURAGE CRACKING AT THE LOT68 JOINTS. APPLY A CLEAR PENETRANT TYPE SEALANT. VACANT RANDOM "CAMERON STONE": TO BE SELECTED (PAD=1023.5 16. EXPANSION JOINTS 1/2" FELT OR CELOTEX 1 MISCELLANEOUS: + 17. YARD GATES 3'-6" WIDE UNITS. TUBULAR STEEL CHANNEL CONSTRUCTION WITH WOOD INSERTS SEE DETAIL #8 MATCHED TO GARAGE DOORS. PROVIDE SHOP DRAWINGS, CUT SHEETS, AND/OR ON SHEET L2 PHOTOGRAPHS FOR OWNER'S REVIEW AND APPROVAL. W \ 18. POTENTIAL MAILBOX LOCATION PROVIDE SHOP DRAWINGS, CUT SHEETS, AND/OR PHOTOGRAPHS FOR OWNER'S REVIEW M Tl SEE DETAIL #9 ON SHEET L2 AND APPROVAL. U L0 19; !POOUSPA & WATERFEATURE VERIFY TYPE AND QUANTITY OF, EQUIPMENT WITH OWNER. ALL EQUIPMENT TO BE SET ON (V EQUIPMENT LOCATION _- " ' 17 ; PRECAST CONCRETE PADS.z 20. A.C. UNITS VERIFY LOCATION. PLACE A.C. UNITS ON CONCRETE PADS Q W � Q 21. LANDSCAPE HEADER FLEXIBLE STEEL. BY LANDSCAPE CONTRACTOR Q W 22. OUTDOOR 42" WIDE STAINLESS STEEL "DCS" GRILL. STAINLESS STEEL SINK. POLISHED GRANITE 0 BAR-BE-QUE COUNTERTOP & PLASTER SIDES TO MATCH RESIDENCE. PROVIDE CHROME ADJUSTABLE U) Z SEE DETAIL #10 DOWNLIGHT ON COUNTER. Z) ON SHEET L2 POLISHED GRANITE COUNTER: TO BE SELECTED LLQ 0 23. DECOMPOSED GRANITE 3/8" MINUS "BRIMSTONE" TO 2" MINIMUM DEEP. ROLL WITH 60 LB. MIN. ROLLER r Q LANDSCAPE LIGHTING & ELEC. FIXTURES: 24. REDWOOD BARK CHIPS IN ROSE GARDEN. MINIMUM 2" DEEP 27.0 PATH LIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT O SPJ 10 06 SOLID BRASS FIXTURE WITH 25 WATT LAMP MAX. 'RUSTY" FINISH. MOUNT ON 25. LANDSCAPE BOULDERS "HONEY QUARTZ" GROUTED IN PLACE. SCALE PLAN FOR SIZE SEE DETAIL #11 SEE DETAILS #8 & #9 ON SHEET L6 V ON SHEET L2 "FOCUS" FA -26 PEDESTAL WITH 0 C) "WEATHERED BROWN" CAP. 26. FIRE RING 24" DIA. A.G.A. RATED UNIT SUNK IN 4" OF SILICA SAND. 12" WIDE MASONRY ILL! CONSTRUCTION WITH 30" DIAMETER INTERIOR OPENING. RANDOM QUARTZITE ON ALL r` �- QUANTITY = 35 SEE SECTION A EXPOSED SIDES & POURED CONCRETE CAP WITH 1-1/2" CANTILEVER. REFER TO ITEM Co Z ON SHEET L3 #18. INSTALL GAS SHUT OFF VALVE WITH KEY. VERIFY LOCATION WITH OWNER. O 28.A UPLIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT cc SPJ 14 02 SOLID BRASS FIXTURE WITH 25 WATT O G SEE DETAIL #12 61 PIN HALOGEN LAMP. "RUSTY" O Q ON SHEET L2 FINISH. MOUNT ON "FOCUS" FA -26 > PEDESTAL WITH "WEATHERED BROWN" CAP. QUANTITY= 12 an. 216 CANOPY TREES - 29. 1 REES29.' BRICK LIGHTS FROM "SPJ" LIGHTING, INC." 12 VOLT SPJ 17 04A SOLID BRASS FIXTURE WITH 18 WATT INDICATES SEPARATION SEE DETAILS #13 & 14 #93 SINGLE CONTACT BAYONET INCANDESCENT LAMP "RUSTY" DATE 05-31-2010 LIST OF SHEETS SCALE NOTED L1 HARDSCAPE PLAN DRAWN JCK / MDH L2 HARDSCAPE DETAILS JOB 2010 - LINE BETWEEN PRIVATE ON SHEET L2 FINISH. L3 HARDSCAPE SECTIONS SHEET AND TRANSITION AREAS L4 LANDSCAPE PLAN ASSOCIATION QUANTITY = 18 L5 IRRIGATION PLAN L 1 30. JANDY UNIT LOCATION JANDY RS 8. PROVIDE SPA WITH AIR L5 IRRIGATION DETAILS & EASEMENT SWITCH. INTERIOR PANEL. LANDSCAPE DETAILS OF 6 SHEETS F7 T 7 7r _.