CL
50' S.B.L
SHEET INDEX
CODES 1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES.
2. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDER GROUND.
30' S.B.L.
30' S.B.L.
4. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHT OF WAY WILL HAVE THE RESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING WITHIN THE RIGHT OF WAY IN ACCORDANCE WITH APPROVED PLANS.
E. CHANDLER HEIGHTS RD. 4. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT THE LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NOISE, NOODOR OR VIBRATION WILL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE AREA OUTSIDE OF THE SITE. S. VAL VISTA DR.
EXISTING 6' CMU FENCE WALL
6. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.
EXISTING 6' CMU FENCE WALL
7. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTOR, AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALL PUBLIC STREETS.
EXISTING 6' CMU FENCE WALL
SITE
E. MEADOWVIEW DR.
S. 163RD PL.
25' R.O.W.
3. STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10 FEET FROM THE PROPERTY LINE AND 20 FEET ALONG THE PROPERTY LINE ON EACH SIDE OF THE DRIVEWAY ENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3'-0".
E. RIGGS RD.
8. THE EXISTING STRUCTURES MUST COMPLY WITH THE CHANGE OF OCCUPANCY PROVISIONS IN THE PHOENIX CONSTRUCTION CODE PRIOR TO USE.
EXISTING MAIN HOUSE 5,841 SF
NORTH
9. AFTER FINAL APPROVAL THE PROJECT WILL FOR BE INSPECTED ZONING COMPLIANCE DURING CONSTRUCTION AND PRIOR TO OCCUPANCY. THE APPLICANT IS TO NOTIFY DSD PRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS. CALL 262-6981 AND REQUEST A DESIGN REVIEW INSPECTION.
VICINITY MAP
N.T.S.
EXIST'G. CONC. PATIO
SUBDIVISION:
12. MAXIMUM NOISE LEVEL OF 55 DECIBELS (NORMAL SPEAKING VOICE) AT THE PROPERTY LINE. LOT:
LOT AREA: 13. SITE LANDSCAPING, WALLS AND LIGHTING TO MATCH IN PHASED ZONING: PROJECTS. 0WNER ’S NAME: FLOOR: 14. ALL ON-SITE WATER LINES, INCLUDING THOSE REQUIRED FOR FIRE CONSTR. YEAR: PROTECTION SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE
291.16'
GAZEBO
PHOENIX PLUMBING CODE.
PL
EXIST'G. CONC. DRIVEWAY
PL
11. ON SITE LIGHTING SHALL NOT EXCEED ONE FC (FOOT CANDLE) THE LOT AT ADDRESS: PROPERTY LINE. PARCEL NUMBER:
EXISTING 6' CMU WALL
EXIST'G. CONC. PATIO
279.28'
CL
162ND STREET
10. BARBED, RAZOR OR CONCERTINA WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITE WHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS.
POOL
12 47,088 S.F. R-43 ROY BEN-EZER/KLARA NIRIT 1 2008
15.THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
16. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION AND CONSTRUCTION, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.
EXISTING GUEST HOUSE 1,260 SF
17. DISCREPANCIES IN THE CONTRACT DOCUMENTS; IN THE EVENT OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHIN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE MATTER TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER, FOR ARCHITECT'S DETERMINATION AND DIRECTION IN ACCORDANCE WITH PROVISIONS OF THE GENERAL CONDITIONS. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL NOT BE ALLOWED AS A BASIS FOR CHANGE ORDERS.
LOT COVERAGE: EXIST'G. AREA: - MAIN HOUSE: 5,841 S.F. - CASITA: 1,260 S.F. - RV WORKSHOP: 1,873 S.F. TOTAL LIVABLE AREA= 7,068 S.F. TOTAL UNDER ROOF AREA= 7,904 S.F. LOT COVERAGE= 7,904/44,088 = 17.92%
18. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION.
A.P.N 304-79-031 25' R.O.W.
2611 E MEADOWVIEW DR. 304-79-031 GREENFIELD ACRES
30' S.B.L.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SOLID BACKING BEHIND ALL SHELVING, HANDRAILS, BRACKETS, CABINETS, DOOR STOPS ETC. AND ALL EQUIPMENT REQUIRING BACKING. 20. WRITTEN DIMENSION SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS. 21. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE THE VERIFICATION OF ALL EXISTING CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.
DATA
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISHED SURFACES CLEAN AT THE COMPLETION OF THE WORK AND SHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY.
30' S.B.L.
EXISTING SLIDING GATE
23. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES.
EXISTING RV GARAGE/ WORKSHOP 1,873 SF
CONSULTANT ROY BEN-EZER YARIV ELAZAR
25. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS MARKED O.F.C.I. (OWNER FURNISHED/CONTRACTOR INSTALLED OR N.I.C. ITEMS (NOT IN CONTRACT) WITH THE OWNER.
50' S.B.L
EXIST'G. CONC. DRIVEWAY
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
24. RELATIONSHIP OF CONTRACT DOCUMENTS: DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS IN THE PROJECT MANUAL ARE INTENDED TO BE COMPLIMENTARY. WHAT IS SHOWN OR REQUIRED BY ONE SHALL BE AS IF REQUIRED BY ALL. WHAT IS SHOWN OR REQUIRED, OR MAY BE REASONABLY INFERRED TO BE REQUIRED, OR WHICH IS USUALLY AND CUSTOMARILY PROVIDED, SHALL BE INCLUDED IN THE WORK.
TB.DWG
2611 MEADOWVIEW DR., GILBERT, AZ 85298
E. OCOTILLO RD.
SITE PLAN - DATA
EXIST'G. CONC. DRIVEWAY
ROY BEN-EZER - MEADOWVIEW RESIDENCE
EXIST'G. CONC. DRIVEWAY
EXIST'G. CONC. DRIVEWAY
S. HIGHLEY RD.
18 .8 4' P L
PL
2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) SITE . . . . EXISTING SITE PLAN 2018 INTERNATIONAL MECHANICAL CODE (IMC) A-1 . . . . . EXISTING SITE PLAN W/ ROOF 2018 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) A-2 . . . . . EXISTING SITE PLAN W/ ROOF A-3 . . . . . EXISTING SITE PLAN W/ FOOTPRINT 2018 INTERNATIONAL FUEL GAS CODE A-4 . . . . . EXISTING SITE PLAN W/ FOOTPRINT 2018 INTERNATIONAL FIRE CODE A-5 . . . . . EXISTING SITE PLAN W/ EXTERIOR WALLS 2017 NATIONAL ELECTRICAL CODE / NFPA-70 2018 INTERNATIONAL GREEN CONSTRUCTION CODE AS A A-6 . . . . . EXISTING SITE PLAN W/ EXTERIOR WALLS VOLUNTARY CODE
S. GREENFIELD RD.
149.76'
INDEX
25' R.O.W.
2611 E. MEADOWVIEW DR.
N
THE GILBERT BUILDING CONSTRUCTION CODE CONSISTS OF THE CITY OF GILBERT ADMINISTRATIVE PROVISIONS, THE FOLLOWING CODES AND STANDARDS, AND CITY OF GILBERT AMENDMENTS THERETO:
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE FOLLOWING PERMITS IN ADDITION TO THE OTHER PERMITS REQUIRED: A. BUILDING PERMIT B. STRUCTURAL PERMIT C. FIRE ALARM SYSTEM D. FIRE SPRINKLER SYSTEM
ZA-13-17 KIVA=
161.68'
NORTH
SCSR= SDEV=
PL
EXISTING SITE PLAN
Date: Job No: Project Mgr: Drawn By: Checked By:
JAN. 2025 TRB. -
Q.S.= LPRN=
SCALE - 1"=15'
GENERAL NOTES
CITY STAMP
SITE