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BWFE2017-009478-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t,y, 4 4 Q" DESIGN & DEVELOPMENT DEPARTMENT Application Number: BWFE2017-0094 Property Address: 54940 AVENIDA ALVARADO APN: 774293010 Application Description: DEMERA RESIDENCE / BLOCK WALL Property Zoning: Application Valuation: $20,000.00 Applicant: HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS, CA 92276 VOICE (760) 777-7125 _._EAX (760) 777-7011 BUILDING PERMIT 1J _v ..o �IJ53 jIJ�' r �Datg: 17 >� 1Owner:DAN AND LIZ D •MERA CITYOFLA OU NTA12625 FERNWOODv__D�R�ITYDEIE10P,bfEN7DEP MADERA, CA 92636 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 Professions Code, and my License is in full force and effect. License Class: B License No.: 845115 Date: 5130/ �1 Contractor: @ Olt OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State Contractor: HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS, CA 92276 (760)343-5272 LIC. No.: 845115 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: ACE AMERICAN INSURANCE COMPANY Policy Number: RWCC6438616S License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any I certify that in the performance of the work for which this permit is issued, I city or county that requires a permit to construct, alter, improve, demolish, or repair shall not employ any person in any manner so as to become subject to the workers' any structure, prior to its issuance, also requires the applicant for the permit to file a compensation laws of California, and agree that, if I should become subject to the signed statement that he or she is licensed pursuant to the provisions of the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division comply with those provisions. 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 Date: W30411 Applicant: lie -sl cAr�, �04- permit subjects the applicant to'a civil penalty of not more than five hundred dollars ($500).: WARNING: FAILURE TO.SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, (1 I, as owner of the property, or my employees with wages as their sole AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO compensation, will do the work, and the structure is not intended or offered for sale. ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, apply to an owner of property who builds or improves thereon, and who does the work INTEREST, AND ATTORNEY'S FEES. 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 Professions 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.). ( ) I am exempt under Sec.' . B.&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: APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 r ting to building construction, and hereby authorize. representatives of this city the above-mentioned property for inspection purposes. Date: Sj3[4T1 Signature (Applicant or Agent) Date: 5/30/2017 Application Number: BWFE2017-0094 Owner: Property Address: `" '54940 AVENIDA ALVARADO DAN AND LIZ DEMERA APN: 774293010 12625 FERNWOOD DR Application Description: DEMERA RESIDENCE / BLOCK WALL MADERA, CA 92636 Property Zoning: Application Valuation: $20,000.00 Applicant: Contractor: HEY DUDE CONSTRUCTION INC HEY DUDE CONSTRUCTION INC PO BOX 1018 PO BOX 1018 THOUSAND PALMS, CA 92276 THOUSAND PALMS, CA 52276- (760)343-5272 Llc. No.: 845115 Detail: 130 LF RETAINING WALL 70 LF OF 5 ' HIGH AND 8 LF 3-6' HIGH GARDEN -WALL [ANGELUS 1.5 & 1.6 SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES. i Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 x<DfSGRJPTION INFORMATIONFINANCIAL ACCOUNT QTY AMOUNT RETAINING/COMBINATION WALL EA 501-F 101-0000-42400 0 $45.60 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 '$45.60 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $50.67 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $63.33 Total Paid for BLOCK WALL: $205.20 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 yin # City of La Q uinta Building & Safety Division 78-495 Calfe Tampico La Quinta, CA 92253 - (760) 777-7012 heetPBuilding Permit Application and Tracking Sheet- Permit # Project roject Address: Owner's Name: 4"')/Q N -l( f--/ Z A., P. Number: Address: O Legal Description: City, ST, Zip:/ -/9 VA/ 7e 64 Contractor:\ t'' '! ��'7'f�aJ - Telephone: 53Y—J ..:::.,:.;:.;:.;:.;:.;:::•::.;:.:::.;...;:::;::;.;;:>:;f:;::: Address: Project Description: (�� 2 i City, ST, Zi ~, P 7140 54'Cl b f- la, . c/ z 2 7.6 rei ,til i �.t C&► TeleP h0 n •7Fo 3 v •-S a 3 a State Lic. # : City Lic. (Df ; Arch., Engr., Designer: 0. l Address: .City., ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #• Name of Contact Person: C!;I- Project type (circle one): New Add' nAlter RePair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Perso '76r). %a^ 6607 Estimated Value of ProjecVVU 1 D APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan.Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Tide 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review; ready for corrections/issue Electrical Subcontactor. List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmittedGrading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee -Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees j Rev. # Date & Description ABBREVIATIONS GREEN BUILDING CODE REQUIREMENTS CONT. GENERAL INFORMATION A/C AIR-CONDITIONING LP LOW POINT 9. BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR OWNER: DAN & LIZ DEMERA 12628 FERNWOOD DR. AB ANCHOR BOLT LT LIGHT E C M M O E a. 0 'c��s E E E ��`' MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL o a) co U-I-,� cU�c LA QUINTA, CA 92253 ABV ABOVE MATL MATERIAL n � INSPECTION (CGC 4,410.0). � � 0 U) ADA AMERICANS WITH DISABILITIES MAX MAXIMUM OVca E LEGAL DESCRIPTION: LOT 15, BLOCK ACT MBR MEMBER 10. THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS �"� • APN: 774-293-01100 AL ALUMINUM MECH MECHANICAL O c0 0 C ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED J >n PROJECT ADDRESS: 54-944 AVENIDA ALVARADO ANOD ANODIZED MED MEDIUM APPROX APPROXIMATE(LY) MFR MANUFACTURE(R) CO) cu 01 U") J BY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE �* ^� LA QUINTA, CA 92253 BRD BOARD MIN MINIMUM 0 . MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE D. W U)060 Lu 0% ZONING: RC BEL BELOW MISC MISCELLANEOUS METHODS LISTED IN CGC 4.504.3. w BET BETWEEN MM MILLIMETER LLJ 0 0� ULj BLDG BUILDING MT MOUNT 11. BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE 2 OCCUPANCY: R-3 BLKG BLOCKING MTL METAL Lu of F-elf0Xw T_ w CL H cA w 0 F - OUTSIDE AND CONTROLLED BY A HUMIDISTAT. (CGC 4.506.1) t' TYPE V -B NON -RATED BM BEAM N NORTH CAB CABINET (N) NEW 12. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT, OR 6'-0" HIGH CONC. (E) 6'4" HIGH AREAS TABULATIONS CBC CALIFORNIA BUILDING CODE N/A NOT APPLICABLEINOT ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST BLOCK WALL WOOD FENCE 40'-0" 5'-0" CRC CALIFORNIA RESIDENTIAL CODE AVAILABLE/ PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ETBACETBAC RESIDENCE 2,006 SQ. FT. CI CAST IRON NOT ALLOWED ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE 50.00' q GARAGE / MECHANICAL 448 SQ. FT. CJ CONTROL JOINT NIC NOT IN CONTRACT BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3) 7*7 COVERED PATIOS / ENTRY TOWERS 230 SQ. FT. CL CENTERLINE NO NUMBER CLF CHAIN LINK FENCE NOM NOMINAL 1% HIGH POINT (E) 6'-0" HIGH - -e- - - ...,_ Y 7Lu TOTAL STRUCTURE 2,684 SQ. FT. CLG CEILING NTS NOT TO SCALE GENERAL NOTES _ Q BLOCK WALL 1% SITE 5,000 SQ. FT. ANCE) 0/ OVER CLR RETE ;� - " TYP GRASS '� Q \ 2,608 / 5,000 CMU CONCTOTAL MASONRY UNIT OC ON CENTER / \ w TOTAL. LOT COVERAGE 53.7% CNT COUNT OH OVERHANG 1. ALL CONSTRUCTION SHALL BE IN CONFORM TO THE FOLLOWING CODES: ' co/� CO CASED OPENING OPP OPPOSITE IG 1% 1% COL COLUMN PERF PERFORATED 2016 CALIFORNIA RESIDENTIAL CODE, PART 2.5 / COVERED PATIO L CONC CONCRETE PL PLATE, PROPERTY LINE CONST CONSTRUCTION PLAM PLASTIC LAMINATE 2016 CALIFORNIA BUILDING CODE PART 1 & 2 114 SQ.FT.CONT PROPOSED HOUSE FOOTPRINT FINISH GRADE CONTINUOUS PLAS PLASTIC 2016 CALIFORNIA ELECTRICAL CODE, PART 3 TV JUNCTION ELEWATION ASSUMED 100.0', F.F. PAD ELEVATION CT CERAMIC TILE PLF POUNDS PER LINEAR FOOT 2016 CALIFORNIA MECHANICAL CODE, PART 4 CONC. f BOX 101.(D' CRPT CARPET PLUMB PLUMBING 2016 CALIFORNIA PLUMBING CODE, PART 5 1/4"=1'-0" SLOPE TELEPHONE (FINIISHED FLOOR TO BE 12" ABOVE DATUM DEPT DEPARTMENT POC POINT OF CONNECTION 2016 CALIFORNIA ENERGY CODE, PART 6 + - JUNCTION BOX POINT AT TOP OF CURB AT CENTERLINE OF LOT.) DF DRINKING FOUNTAIN PR PAIR 2016 CALIFORNIA FIRE CODE, PART 9 I�- L 200 AMP DIA DIAMETER PROP PROPERTY 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11 1% 1% ELECT. PANEL DIM DIMENSION PSF POUNDS PER SQUARE FOOT 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ALL THE DEVELOPER DEVELOPER !CONTRACTOR /OWNER IS DK DARK PSI POUNDS PER SQUARE INCH DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL, I RESPONSIBLE FOR THE VERIFICATION OF DN DOWN PT PAINT MECHANICAL, ELECTRICAL, OR FINISH WORK. IF THERE ARE ANY DISCREPANCYS IN I� t GRWVE GRA E EXISTING CURB OR EDGE OF STREET PAVING IF ( DO DITTO PVC POLY VINYL CHLORIDE THE DRAWINGS, IT SHALL BE BROUGHT TO THE DESIGNERS ATTENTION FOR II I NO CURB EXISTS LOCATION FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. DR DOOR PLWD PLYWOOD DWG DRAWING QTY QUANTITY CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK IN QUESTION. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED AT THE E EAST QUAL QUALITY R RISER EXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER OR IIr (E) EXISTING THE DESIGNER. EJ EXPANSION JOINT RA RETURN AIR -ELEV I� i 6'-0" HIGH ELEVATION RAD RADIUS ELECT ELECTRICAL REF REFER, REFERENCE 3. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS 11 BLOCK 11 EQ EQUAL REFER REFRIGERATOR AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH WORK. THE DESIGNER 1 o II 1i o WALL EQUIP EQUIPMENT REQ REQUIREMENT SHALL BE NOTIFIED OF ANY DISCREPANCIES IN WRITING FOR CLARIFICATION PRIOR i EWH ELECTRIC WATER HEATER REQD REQUIRED TO PROCEEDING WITH SAID WORK. I----i_� ----- --------- I EXH EXHAUST REV REVISION(S) 4. THE CONTRACTOR SHALL, IN CONJUNCTION WITH OTHER TRADES, PROVIDE ALL a I I EXP EXPOSED, EXPANSION RH RIGHT HAND CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO EX EXISTING RM ROOM COMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED SURFACES EXT EXTERIOR RO ROUGH OPENING RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION FAST FASTEN, FASTENER RO REDWOOD TO THE SATISFACTION OF THE OWNER AND THE DESIGNER. FD FLOOR DRAIN S SOUTH o ( I o FE FIRE EXTINGUISHER S&P SHELF -POLE 5. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSION y RESIDENCE y FEC FIRE EXTINGUISHER CABINET SA SUPPLYAIR JOINTS, SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM 1% 11 2,006 SQ. 1% "' FF FINISH(ED) FLOOR SCHD SCHEDULE WATERPROOF. I 11 1 o FIN FINISH(ED) SEC SECOND olo o - I GRA�/E c, FIXT FIXTURE(S) SECT SECTION 6. PROVIDE ELECTROLYTIC ISOLATION BETWEEN DISSIMILAR METALS. FLR FLOORING) SF SQUARE FOOTNFEET _I 6-0' HIGH FLUOR FLUORESCENT SG SEMI -GLOSS 7. ANY STEEL SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY I I FOC FACE OF CONCRETE SHT SHEET THE STRUCTURAL ENGINEER AND DESIGNER, PRIOR TO ANY FABRICATION OR BLOCK WALL FOF FACE OF FINISH SHTHG SHEATHING INSTALLATION. lo I FOM FACE OF MASONRY SIM SIMILAR i F7 = ----I 6'-0" HIGH FOS FACE OF STUDS SJ SEISMIC JOINT 8. THE GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES (PLUMBING, (E) 6'-0" HIGH BLOCK WALL FS FLOOR SINK ST STEEL ELECTRICAL, TELEPHONE AND UNDERGROUND WORK, IF REQUIRED. BLOCK WALL4217� i FT FEET, FOOT STD STANDARD 3'X3' C(ONC. I FTG FOOTING STRUCT STRUCTURAL 9. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONARY, I PAD 1 PROVIDE GA GAGE, GAUGE SUSP SUSPENDED CENTERLINE OF STEEL, BEAMS OR COLUMNS, (UNLESS NOTED OTHERWISE). lo 12"x12" GALV GALVANIZED SYM SYMMETRY(ICAL) 1% 1% CUTOUT AT GRAVE P1 ' GI GALVANIZED IRON T TREAD GRADE T&G TONGUE AND GROOVE 10. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB. (UNLESS NOTED BOTTOM FOR GARAGE GR OTHERWISE). DRAINAGE GYP GYPSUM TBD TO BE DETERMIINED 448 SQ. FT. I - COVERED PATIO HDR HEADER TBL TABLE 11. THE GENERAL CONTRACTOR SHALL COORDINATE FRAMING MEMBERS, THEY SHALL I b cn I 116 SQ.FT. HDWR HARDWARE THK THICK(NESS) BE SPACED TO PERMIT INSTALLATION OF REQUIRED PIPING / CONDUITS PER CODE. �_____ ----------- co 3-0'X6-0CONC. HP HIGH POINT TOC TOP OF CONCRETE, TOP OF THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, C7 M.1. GATE 1 ILLUMINATED STREET I ___ I HORIZ HORIZONTAL CURB HM HOLLOW METAL TOPP TOP OF PARAPET BRACES AND BLOCKING AS REQUIRED FOR A COMPLETE INSTALLATION. THIS INCLUDES ALL BACKING PLATES FOR RAILINGS, CASEWORK, TOILET ROOM 6'-0" HIGH I NUMBERS VISIBLE AND i 3' 6" 14'-4" I HR HOUR TOS TOP OF STEEL. TOP OF ACCESSORIES, MECHANICAL, PLUMBING, ELECTRICAL OR MISCELLANEOUS BLOCK WALL I LEGIBLE FROM THE STREET 1 PA HT HEIGHT SHEATHING EQUIPMENT, IF REQUIRED. 1 i I HVAC HEATING/AIR-CONDITIONING TOW TOP OF WALL - .� - ------------ IN INCH, INCHES TS TUBE STEEL 12. THE REUSE OF ORIGINAL OR ALTERED DRAWINGS, BY THE OWNER, AGENTS FOR %11 ----------------- 6'-0" HIGH ; I INT INTERIOR TS TUBE STEEL THE OWNER, OR OTHER PARTIES WITHOUT THE WRITTEN APPROVAL OF THE I BLOCK WALL (1) 24" BOX CERCIDIUM I JT JOINT TYP TYPICAL DESIGNER IS PROHIBITED. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND FLORIDIUM (BLUE PALO $ I 1 13o,ow.i. L ANGLE UNF UNFINISHED HOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, 150 GALLON o A VERDE) 3MO GRASS % 6 -0' HIGH LAM LAMINATED LINO UNLESS NOTED OTHERWISE EXPENSES AND ATTORNEY FEES ARISING OUT OF THE REUSE OF THESE PROPANE TANK 1 BLOCK LAV LAVATORY VERT VERTICAL DRAWINGS. 60" LEG SPACING i ANNUAL (5)1 GAL. GARDENIA I WALL LB POUND VT VINYL TILE .I Y 30" DIAMETER 2' Y - U FLOWERS $ (JASMINOIDES _ v 0 LBL LABEL W WEST W SHAPE 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, o Q 7'-10" LENGTH I 3'-0" "MYSTERY) o °�° V -U' HIGH t IPA LBS POUNDS W/ WITH WATER CLOSET METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES AND THE 3'-3" HEIGHT N w N w BLOCK WALL 1 W! HOOD .t I 5'-a' HIGH IJe� / e, 1 (� c� Wad 2 (•Z��hjr, ti LED LIGHT EMITTING DIODE WC LF LINEAR FOOT/FEET W/0 WITHOUT SAFETY PRECAUTIONS/PROGRAMS IN CONNECTION WITH THE WORK. THEDESIGNER DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE. IN NO 314 LBS. WEIGHT • I BLOCK t LH LEFT HAND WP WATERPROOFING CASE, DO THESE CONTRACT DOCUMENTS RELIEVE THE GENERAL CONTRACTOR ' o COMIC. DRIVEWAY PA 544HIGH WALL qc oFI_ NLr-�� LN LINEFROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OF 3-6' HIGH BLOCK WALL L � �� w �, OMISSION. GREEN BUILDING CODE REQUIREMENTS BLOCK WALLco i I , !� DRIVEWAY APPROACH I N PA New �`-� �� 3 14. THE DESIGNER PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BE • REQUI�;RES A SEPERATE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESE 1. WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN PERMIT AND INSPECTION 1 50.00' 4 �' (E) 6-0" HIGHJ FROM CITY OF LA QUINTA i DOCUMENTS. ALL CHANGES TO THESE DOCUMENTS MUST BE SUBMITTED IN BLOCK WALL �_0�� PROVIDE PUBLIC WORKS 1.28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM, WRITING AND THE APPROPRIATE DOCUMENTS. I 12"x12" PROVIDE 5'-a' DEPARTMENT. -7 4'-10" SE AC - CUTOUT AT LAVATORIES ARE LIMITED TO 1.5 GPM, AND SHOWERHEADS MAY NOT EXCEED 2.0 15. DEMOLITION CANNOT BE STARTED WITHOUT OBTAINING WRITTEN NOTICE TO 12"x12" o SETBACK 1 BOTTOM FOR Zv GPM OF FLOW. (CPC 403 & 408) PROCEED FROM THE CITY/COUNTY OF SAID PROJECT. CUTOUT AT DRAINAGE BOTTOM FOR 1 2. AUTOMATIC IRRIGATION CONTROLLLER(S) INSTALLED BY THE BUILDER SHALL BE IN 16. DISPOSE OF DEBRIS, RUBBISH, ETC., AS REQUIRED BY CODE. LEAVE THE WORK DRAINAGE A PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: AREAS BROOM SWEPT CLEAN ON A DAILY BASIS. a. CONTROLLERS SHALL BE WEATHER - OR SOIL MOISTURE -BASED 17. TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERAL � CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. EXISTING DATUM (1) 24" BOX ACACIA CURB AND POINT STENOPHLIA b. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR 18. BATHROOM ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC. GUTTER (SHOESTERING ACACIA) COMMUNICATION SYSTEM THAT ACCOUNT FOR LOCAL RAINFALL SHALL WITH IN WALLS SHALL BE SEALED AGAINST MOISTURE PER C.R.C. HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS RESIDENCE (1) 24" BOX CERCIDIUM OR COMMUNICATES WITH THE CONTRILLER(S). SOIL MOISTURE -BASED 19. UNLESS NOTED OTHERWISE, EXTERIOR CEMENT PLASTER APPLICATION SHALL CONNECTED TO FLORIDIUM (BLUE PALO VERDE) �, CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. CONSIST OFA 3 -COAT PROCESS PER C.R.C. THE CONTRACTOR SHALL PROVIDE A CITY SEWER `O (CALGREEN 4.304.1) LATH BASE USING "RIB -LATH" WHERE REQUIRED TO PREVENT SAGGING. THE PLASTER IS TO BE APPLIED USING THE FOLLOWING: 3. SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT PLASTER APPLICATION BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER SHALL BE 7/8" MIN. AVENIDA OBREGON THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND 20. "ALL" OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE DRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRENTLY ENFORCED BY sk THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. BUILDING DEPARTMENT (CGC 4.106.3) NOTE: SHOW COMPLIANCE WITH THE FOLLOWING TABLE FOR NEW/ REPLACED 4. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. (CGC 4.408.1) FIXTURES, PER CGC 4.106.2 5. PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORM FIXTURE FLOW RATES SITE PLAN CONSTRUCTION BY ONE OF THE FOLLOWING: WATERDRAINAGEDURING A. R B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, WATER FIXTURE TYPE MAXIMUM FLOW RATE SCALE: 1/8" = V-01" SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER WATER CLOSETS 1.28 GALLONS/FLUSH NORTH APPROVED METHOD (CGC 4.106.2). 6. LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER OR SOIL BASED CONTROLLERS (CGC 4.304.1). URINALS 0.5 GALLONS/FLUSH SHOWERHEADS 2 GPM @ 80 PSI 7. CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2. 8. THE OVERCURRENT PROTECTION DEVICE LOCATION AND THE RACEWAY LAVATORY FAUCETS 1.5 GPM @ 60 PSI TERMINATION POINT SHALL BE PERMANENTLY AND VISIBLY MARKED "EV CAPABLE" CALGREEN 4.106.1.1) KITCHEN FAUCETS 1.8 GPM @ 60 PSI Rev. # Date & Description Job # 2017.08 Lon M C6 rn E .a) C � U D E C M M O E a. 0 'c��s E E E ��`' o a) co U-I-,� cU�c am c co 0 r- a) n � C6 0 a�ic�a=o OO � � � 0 U) O OVca E U 0 (u M L. p Li) .� N ?+ n > O r+ Q �C " O c0 0 C LL �- N N E �- J >n Q c a ib 00 o c a (D CO) cu 01 U") J 0 L-1 CL uj 0 . w D. W U)060 Lu 0% U) MONO"49:��0 w z >W LLJ 0 0� ULj Z z Z Z w d<w2 w0=m wIxF-I— Lli mw0l-g� QOaO- F-QzOw(D (DI_m cel-mmmav� c9zw>- 0 -_zw z�ow_jz _W§wc o¢� lw_QwEww ~O Q� am<QO0fx_ Ix W 0a-< '�p�a�u. uwiz>a0=0WWO20 Lu of F-elf0Xw T_ w CL H cA w 0 F - co w 0 Date: 05/03/2017 Sheet