HomeMy WebLinkAboutB20-1778 CF Exception Request (2)
NCC-Smith Site Plan.pdf NEW RESIDENCE
COPYRIGHT NorCal GBC 2019 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments
of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions
to this project by others except by the express written permission of the drafter. BY REVISIONS DATE Sheet: Date: Scale: Drawn: Steve Buttitta A2.01 7/8/2020Plotted On: 7/8/2020 AS
NOTED SITE PLAN CYNTHIA SMITH 13896 Compton Dr Magalia, CA 95954 APN: 064-250-003 NEW RESIDENCE D:\2020 Projects\9-Smith-NCC\NCC-Smith Res.bpn IF THE ABOVE DIMENSION DOES NOT MEASURE
ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEAL GBC GREEN BUILDING CONSULTING 2500 Durham-Dayton Hwy #1,
Durham, CA P-530.321.7812 norcalgbc.com GBC NorCal COMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 20' SETBACK 30.00' 40.00' 20' SETBACK
14.00' 17.00' 10.00' 12.00' 0" 0" 0"0" 0" 0" 0" R=20' Δ=90° L=31.42 P O N D E R O S A W A Y C O M P T O N D R I V E WM X N 00° 15' 14" W 125.00' S 89°
44' 46" W 65.00' S 89° 44' 46" W 85.00' N 00° 15' 14" W 125.00' 5' MIN. SETBACK 10' SETBACK 12' P.U.E.1 2' P.U.E. North SCALE: 1/8" = 1'-0" 1 SITE PLAN (E) POWER POLE (N) UNDERGROUND
ELECTRICAL (E) WATER METER STRAW WATTLES PER NOTE E.1-7 GRADING PER NOTE F.1, TYP (E) CULVERT DEMO (E) 1000gal SEPTIC GAS METER (N) 1500gal SEPTIC (RELOCATED) CULVERT WASHOUT AREA PORT-A-POTTY
TANKLESS HOT WATER IN ATTIC A. SITE ADDRESS: 1. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY
LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. 2. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS.
NUMBERS SHALL BE A MINIMUM OF 4" WITH A MINIMUM STROKE WIDTH OF 1/2". 3. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A
MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. B. CONSTRUCTION WASTE MANAGEMENT: 1. CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE A MINIMUM OF
65% OF THE NON-HAZARDOUS CONSTRUCTION & DEMOLITION WASTE. CGBC 4.408.1. 2. CONSTRUCTION WASTE MANAGEMENT PLAN: SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN. THE CONSTRUCTION WASTE MANAGEMENT
PLAN SHALL BE UPDATED AS NECESSARY & SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. CGBC 4.408.2 3. WASTE MANAGEMENT COMPANY: UTILIZE A WASTE MANAGEMENT
COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION & DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES
WITH SECTION 4.408.3. 4. NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION & DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 5.
WASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION & DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS./SQ. FT.
OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 6. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING
AGENCY WHICH DEMONSTRATES COMPLIANCE WITH CGBC 4.408.2. C. GREEN PLANNING & DESIGN: 1. DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING
OF THE ADJACENT PROPERTY, PREVENT EROSION & RETAIN SOIL RUNOFF ON THE SITE: a. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON SITE. b. WHERE STORM WATER
IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTING POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM WATTLE OR OTHER METHOD APPROVED BY THE
ENFORCING AGENCY. c. COMPLIANCE WITH A LAWFUL ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION &DISPOSAL SYSTEMS, FRENCH DRAINS,
WATER RETENTION GARDENS & OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS & AID IN GROUNDWATER RECHARGE. D. IRRIGATION SYSTEMS: 1. OUTDOOR IRRIGATION CONTROLLERS:
CGBC 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER & INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: a. CONTROLLERS
SHALL BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. b. WEATHER-BASED CONTROLLERS
WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S).
SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. E. EROSION CONTROL: 1. NO SOIL DISRUPTION SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING
PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES. 4. SOILS TRACKED INTO THE STREET FROM THE WORKSITE
SHALL BE CLEANED UP AT THE END OF EACH WORKDAY. 5. INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN EVENT. 6. THE EROSION
CONTROL PLAN SHALL BE RE-EVALUATED AND ADJUSTED ACCORDINGLY AFTER A RAIN EVENT. 7. EROSION CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED. F. GRADING: 1. THE LOT SHALL BE GRADED
TO DRAIN SURFACES AWAY FROM (N) FOUNDATION WALLS. THE GRADING SHALL FALL A MIN. OF 6INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 ARCHITECTURAL NOTES GAS LINE DIAGRAM GAS METER 200,000
BTU TANKLESS HW 80,000 BTU FAU B=25' C=20' A=35' TOTAL BTU'S = 200K+80K+60K=340,000BTU'S TOTAL LENTH = 20'+25'+35'=80' LINE A= 1/2" LINE B= 3/4" LINE C= 3/4" DEMO (E) DRIVEWAY PROPOSED
(N) HOUSE 60,000 BTU COOK TOP (N) DRIVEWAY 60' LEACH LINE 60' LEACH LINE 60' LEACH LINE 60' REPLACEMENT LINE 20' SETBACK 20' SETBACKSCALE : 1/8" = 1'-0" 2 PLOT MAP
Smith Residence Exception Letter.pdf