HomeMy WebLinkAbout066-420-019 B22-4053 Site Plan Working Plan View
P-1REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET:
SCALE:DRAWINGS PROVIDED BY:Plot, Site, Erosion ControlPlanDATE:
1/5/2023Kory AvarellPO Box 2534Paradise, CA 95967530 338 78721"= 20'OWNER AND PROPERTY INFORMATIONGary NelsonADDRESS: 6742 Indian Dr Magalia, CAAPN 066-420-019-000SITE AND EROSION CONTROL PLAN
Property Line 128 ft.
Leach Field
New Water Liine
Proposed 2 Bed,
One Story SFR
40'X28'
Driveway
North
ACUnit
Scale: 1" = 20'
Lot Area: 10,000 sq. ft
Impermeable Runoff Area
ROOF AREA 1997 SQ FT
DRIVEWAY AREA 1152 SQ FT
WALKWAY AREA 252 SQ FT
_________________________________
TOTAL AREA: 3149 SQ FT
X 01.25 = 393 CFH
SOIL MAINTENANCE
SOIL TYPE: 40% Xerorthents gravelly clay loam and 30% Typic Haploxeralfs,
gravelly loam or Redding Clay Loam with gravelly phase
(U.S. Department of Agriculture, R. Earle Storie and Stanley W. Cosby, University of California)
EXCESS SOIL SHALL BE HAULED AWAY
TEMPORARY REVEGETATION: Bare soil with mulched wood chips
PERMANENT REVEGETATION: Native
SHRUBS AND TREES: If Necessary
IRRIGATION: As Necessary
BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES
STORM WATER POLLUTION CONTROL AND MINIMUM WATER QUALITY PROTECTION
REQUIREMENTS FOR ALL DEVELOPMENT CONSTRUCTION PROJECTS AND ACTIVITIES
THE FOLLOWING IS INTENDED AS MINIMUM NOTES OR AS AN ATTACHMENT FOR
BUILDING AND GADING PLANS AND REPRESENT THE MIIMUM STANDARDS OF
GOOD HOUSEKEEPING THAT MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITES
REGUARDLESS OF SIZE (APPLIES TO ALL PERMITS)
The Town ordinances prohibit the discharge to its municipal drainage system of any wash water,
unpermitted construction site dewatering, saw cutting or grinding slurries, unpermitted hydrotest
water, chlorinated swimming pool or fountain water, concrete or paint wash out, or spills of hazardous
materials or other substances. On the table below, list any of the activities that may apply to your
project; and on the site map show the location of these activities.
**ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING
AND ARE NOT TO CONTAMINATE THE SOIL AND SRFACE WATERS. ALL APPROVED STORAGE CONTAINERS
ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED
OF IN A PROPER MANNER. SPILLS MAY NOT E WASHED INTO THE DRAINAGE SYSTEM
**NON STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL
BE CONTAINED AT THE PROJECT SITE.
**EXESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE
SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY AN BE DISPOSED
OF AS SOLID WASTE.
**TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE
TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. **THE
CONSTRUCTION ENTRANCE ROADWAY SHOULD BE STABILIZED AS BEST AS POSSIBLE SO AS TO INHIBIT
SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY.
**ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGITATOIN MUST BE STABILIZED SO AS TO INHIBIT
EROSION BY WIND AND WATER.
NOTE:
FINISH GRADE AROUND NEW AND EXISTING
CONSTRUCTION SHALL REQUIRE A MINIMUM SLOPE OF
6" WITHIN THE FIRST 5 FT AWAY FROM EXTERIOR
WALLS AND / OR FOUNDATION. IMPERVIOUS SURFACE
WITHIN 24 INCHES OF FOUNDATION MUST SLOPE NO
LESS THAN 2% AWAY FROM STRUCTURE (2016 CRC
SEC. R401.3, R404.1.6)
CONSTRUCTION SCHEDULE:
Install Retention Device 1/11/23
Clearing and grading 1/15/23
Begin Construction 1/31/23
Complete Construction 11/22/23
ADDRESS: 6742 INDIAN DR
Magalia, CA
Required 10' Setback Line
ProposedPropane tank
Water MeterAnd Utility Box
Plot Plan Prepared by:
ISHIINDIAN DRProperty Line 80 ft.Property Line 135 ft.Property Line 59 ft.Required 10' Setback LineRequired 10' Setback LineRequired 20' Setback LineProposed gas meter (pending PG&E approval)
Proposed electric meter locationExisting Septic Tank
35x18
Expansion
Area: 630 s.f.
for 2 bedroom SFR
11' HouseTo LeachSeparation
13' HouseTo S-TankSeparation
33' Leach line
32' Leach line
- 22' -18' Leach line