Loading...
HomeMy WebLinkAboutB23-2913 SITE PLAN 11-14-23 (2)D/W 18" WHOLEHOUSEFANMIN. R-4.2 LOUVERS 2361cfm4280cfm QC STLPRO 4.8110°270°SOLAR ZONE TRUE NORTH PL PL PL WELL LOCATION 50' SEPTIC FREE AREA 100' LEACH FREE AREA NORTH SLO PE SLOPE SLOPEPLPLC / L C / L C / L C / L E A S E M E N T EAS E M E N T EASEMENT E A S E M E N T E A S E M E N T EASEMENTEASEMENT3 6.09'N38° 11'E5 0 .0 0 'N 5 8 ° 9 'E P L 50.00'S88° 56'EPL 50.00'S61° 59'E PL 1 7 0.0 0' S 4 4° 3 6'E P L P L 1 00.0 0' S4 9° 3 4'E P L 100.00'S66° 40'E PL 100.00'S83° 46'E PL 100.00' N81° 43'E 8 0.46'N7 3° 24 'E 851.91'S0° 39'EPLPLPLPLPLPLPLPL421.35' S86° 25'W PL PL PL 95.14' r=430.00' 157.84' N86° 25'EPL 364.51'N2° 53' 40"WPLPLPL4 9 9.35' N 37° 1 8' 14"WP L PL P L PL231.33'N17° 39'WPLPL3' FROM GAS LINE 5' FROM BLDG. OR PROP. LINE WATERWATERWATERELECTW ATTLESLOPE SLOPE46'240'128'218' 50'50'148'-10"184'-2"188'-11" 240'25'30'25'12'10' DRIVEWAY NOTES:DRIVEWAY NOTES: DRIVEWAY WIDTH:DRIVEWAY WIDTH: ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 20’ TRAFFIC LANE, WITH 14’ HORIZONTAL CLEARANCE AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13’6” FEET ALONG ITS ENTIRE LENGTH. THE SURFACE SHALL PROVIDE UNOBSTRUCTED ACCESS TO CONVENTIONAL DRIVE VEHICLES, INCLUDING SEDANS AND FIRE ENGINES. DRIVEWAY SURFACE:DRIVEWAY SURFACE: SURFACES SHOULD BE ESTABLISHED IN CONFORMANCE WITH LOCAL ORDINANCES, AND BE CAPABLE OF SUPPORTING A 40,000 POUND LOAD. 4” OF CLASS 2 AGGREGATE BASE SHALL BE REQUIRED FOR ALL DRIVEWAYS, TURNOUTS AND TURNAROUNDS. TEMP. PORTA-POTTY LOCATION 2050 SQFT RESIDENCE 1237 SQFT GARAGE 0 SQFT PORCH 32873287 SQFT TOTALSQFT TOTAL 415,562 SQFT LOT 0.8%0.8%LOT COVERAGELOT COVERAGE (E) SEPTIC & LEACH FIELD(E) SEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. GRADING:GRADING: THE LOT SHALL BE GRADED TO DRAIN SURFACE AWAY FROM (N) FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 PLOT PLAN SCALE: 1" = 40'-0" PROPOSED RESIDENCE NO SOILS STOCKPILE PROPERTY OWNERPROPERTY OWNER:: DUSTY & JENNA RHOADS 3534 ARGONAUT AVENUE OROVILLE, CA 95966 PHONE (530) 353-7878 JennaRH1234@GMail.com CONTRACTORCONTRACTOR:: GARY RHOADS PHONE (530) 414-3413 SITE ADDRESSSITE ADDRESS:: 3696 GRUBBS ROAD PALERMO, CA 95968 TEMPORARY STRAW ROLLS COVER BARE SOILS W/ STRAW CONC/PAINT WASHOUT WATER CONNECTIONWATER CONNECTION:: CONNECT TO (E) WELL. ELECTRICAL SERVICEELECTRICAL SERVICE:: CONNECT TO UNDERGROUND ELECTRICAL SERVICE. C / L G R U B B S R D A L T A A I R O S A A V E CALGREEN NOTE:CALGREEN NOTE: 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 THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION 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 LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDEMETHODS TO MANAGE SURFACE WATER INCLUDE:: SWALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS & OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. MINIMUM EROSION & SEDIMENT CONTROLSMINIMUM EROSION & SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN 1 ACRE:FOR PROJECTS DISTURBING LESS THAN 1 ACRE: THE BEST MANAGEMENT PRACTICES (BMP'S) LISTED BELOW MUST BE IN PLACE DURING CONSTRUCTION. THE BMP'S LISTED ARE MINIMUM REQUIREMENTS &B ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG BY 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. WATTLES INSTALLED PROPERLY BEHIND CURB OR SIDEWALKS. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR & CAUSE SILT RUN OFF. (STRAW, VISQUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS & STORM DRAIN INLETS. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF SIDEWALKS & AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. ALL TRASH MUST COLLECTED & STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUN OFF. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN ,AY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE STREET. AFTER INSTALLATION OF THE ABOVE ITEMS IS COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S. P O W E R P O L E ABOVE-GROUNDABOVE-GROUND 325 G. PROPANE TANK325 G. PROPANE TANK: 10' MIN. FROM BLDG., HVAC COND. UNIT & PROPERTY LINE. (E) 30'x50' SHOP CONC. WALK CONC. DRIVEWAY 10' WIDE ALL-WEATHER DRIVEWAY PULL OUT AREA 10' WIDE ALL-WEATHER DRIVEWAY 10' WIDE ALL-WEATHER DRIVEWAY SUBJECT WYANDOTTE SUBJECT 6 THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. SHOWN 11/14/2023 SCALE: DATE: THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS.A THREE BEDROOM RESIDENCE for:ARCH E1 30"x42"GARY RHOADS - GENERAL CONTRACTORDUSTY & JENNA RHOADSDUSTY & JENNA RHOADS3696 GRUBBS ROAD, PALERMO, CALIFORNIA 95968ASSESSORS PARCEL # 027 - 140 - 041LIVABLE: 2050 SqFt TOTAL2050 SqFt TOTAL GARAGE: 1237 SqFt TOTAL1237 SqFt TOTAL COVERED PATIO: 0 SqFt TOTAL 0 SqFt TOTAL GARY RHOADS GENERAL CONTRACTOR (530) 414-3413 © COPYRIGHT 2023 SHEET 2050 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER383 RIO LINDO AVENUE #200, CHICO, CA 95926(530) 592-4407 WORK EMAIL ADDRESS: Ryland@SummitChico.com MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021PHONE: (530) 321-7242 CELLEMAIL ADDRESS: AlphaMax47@GMail.com 1 STORY WHILE EVERY ATTEMPT HASBEEN MADE IN THEPREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEEAGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. LYNN SMITH - DRAFTING199 SYCAMORE VALLEY ROAD, CHICO, CA 95973(530) 891-0585 WORK EMAIL ADDRESS: LynnSmith32@ATT.net C:/Users/Lynn/Documents/Chief X15 Plans/Dusty & Jenna Rhoads/Rhoads Residence.layoutOWNER: DUSTY & JENNA RHOADS(530) 353-7878 CELLEMAIL ADDRESS: JennaRH1234@GMail.com 2023PLOT PLANASSESSORS MAPLOCATION MAP