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HomeMy WebLinkAboutWell location Sullivan Residence PLOT PLANDURHAM SUBJECT CHICO SUBJECT D/W REF.WHWHOLEHOUSEFANMIN. R-4.2 LOUVERS4308cfm6996cfm QC STLPRO 7.016" 110° 270° SOLAR ZONE TRUE NORTH NORTH 1309.80'N90°W665.00'N0° 2' 4"W1310.20' S90°E 665.00'S0°ESLOPES L O P E 100.00' 3' FROM GAS LINE 5' FROM BLDG. OR PROP. LINE WELL LOCATION 50' SEPTIC FREE AREA 100' LEACH FREE AREA S L OP E SLOPESLOPE SLOPE 277'-7"308'-9"941'-10"280' 2989 SQFT RESIDENCE 1158 SQFT GARAGE 699 SQFT PORCH 48464846 SQFT TOTALSQFT TOTAL 871,150 SQFT LOT 0.6%0.6%LOT COVERAGELOT COVERAGE PLOT PLAN SCALE: 1" = 50'-0" PROPOSED RESIDENCE E M M A R O A DPROPERTY OWNERPROPERTY OWNER:: SEAN & MELISSA SULLIVAN 19515 FIMPLE ROAD CHICO, CA 95928 CONTRACTORCONTRACTOR:: KRUM CONSTRUCTION SCOTT KRUM (530) 519-7740 CELL Scott@KrumConstruction.com SITE ADDRESSSITE ADDRESS:: NONE ASSIGNED E CONC. WALK CONC. DRIVEWAY 1"=50' 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 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. 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. 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. POWER POLE POWER POLE ELECTRICAL SERVICEELECTRICAL SERVICE:: CONNECT TO UNDERGROUND ELECTRICAL SERVICE. GRAVEL DRIVEWAY ABOVE-GROUNDABOVE-GROUND 325 G. PROPANE TANK325 G. PROPANE TANK: 10' MIN. FROM BLDG., HVAC COND. UNIT & PROPERTY LINE.SEPTIC & LEACH FIELDSEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. TEMP. PORTA- POTTY LOCATION NO SOILS STOCKPILE TEMPORARY STRAW ROLLS COVER BARE SOILS W/ STRAW CONC/PAINT WASHOUT 6 THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. SHOWN 10/10/2023 SCALE: DATE: THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS.A THREE BEDROOM RESIDENCE for:ARCH E1 30"x42"krum constructionSEAN & MELISSA SULLIVANSEAN & MELISSA SULLIVANEMMA AVENUE, CHICO, CALIFORNIA 95928ASSESSORS PARCEL # 039 - 210 - 063LIVABLE: 2989 SqFt TOTAL2989 SqFt TOTAL GARAGE: 1158 SqFt TOTAL1158 SqFt TOTAL COVERED PATIO: 59 SqFt FRONT 640 SqFt REAR 699 SqFt TOTAL 699 SqFt TOTAL © COPYRIGHT 2021 SHEET 2989 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/Sean & Melissa Sullivan/Sullivan Residence.layoutOWNER: SEAN & MELISSA SULLIVAN(530) 588-6327 HIS CELL (530) 570-3715 HIS CELLEMAIL ADDRESS: JSOrchards@GMail.com SeanAndMelissa16@GMail.com 2021KRUM CONSTRUCTIONSCOTT KRUM(530) 519-7740 CELLEMAIL ADDRESS: Scott@KrumConstruction.com PLOT PLANASSESSORS MAPLOCATION MAPKRUM CONSTRUCTION SCOTT KRUMSCOTT KRUM (530) 519-7740 CELL Scott@KrumConstruction.com LICENSE # 939741