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HomeMy WebLinkAbout040-100-071 SEWW24-008 SITE EVALUATIONDURHAM CHICO SUBJECT SUBJECT 110° 270° SOLAR ZONE TRUE NORTH 200.00'N7° 45' 57"WPLPLPLPLPLPL PLPLPL PLPLPL PLPLPL PLPL571.44'N7° 45' 57"WPL PLPLPLPLPLPL PLPLPLPLPL PLPLPL PLPLPL PLPLPL PLPLPL PLPLPLPLPLPL PLPL PLPLPL PLPLPL PLPLPL PLPLPL PLPLPL PLPL621.36' N89° 47' 35"E PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL 764.74'S0° 13' 18"EPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PLPLPLPLPLPLPLPLPLPL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL517.85' S89° 47' 35"W PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL NORTH C / L C / L C / L C / L C / L C / L C / L C / L C / L S.B.L.S.B.L.S.B.L. S.B.L.S.B.L. S.B.L. S.B.L. S.B.L.S.B.L.S.B.L. S.B.L. S.B.L. S.B.L. S.B.L. S.B.L. S.B.L.S.B.L. S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L. WELL LOCATION 100' LEACH FREE AREA WELL LOCATION 100' LEACH FREE AREA S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L.S.B.L. 3' FR OM GAS LINE5' FRO M BLDG. OR PROP. LINEO.H. ELECTO.H. ELECTO.H. ELECTO.H. ELECTO.H. ELECTO.H. ELECTO.H. ELECTO.H. ELECTELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELE CT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT (E) WELL LOCATION 50' SEPTIC FREE AREA 100' LEACH FREE AREA SLOPE SLOPESLOPESLOPE D/WREF.WH UPWHOLEHOUSEFAN MIN. R-4.2 LOUVERS4308cfm6996cfmQC STLPRO 7.016" WHOLE HOUSEFANMIN. R-4.2 LOUVERS4308cfm 6996cfm QC STL PRO 7.0 16" 80g HEATPUMP WH SLOPESLOPE3' FROM GAS LINE 5' FROM BLDG. OR PROP. LINEWATTLEWATTLE WATTLEEELECTELECTELECTELECTELECTELECTELECTELECT SLOPE SLOPE SLOPE 40' 150'177'102'40'309'242'-1" 211'-6"97'-6"520'-3"370'-10"DRIVEWAY NOTES:DRIVEWAY NOTES: DRIVEWAY WIDTH:DRIVEWAY WIDTH: ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 20’ FOOT 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. 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 PROPERTY LOCATED IN A FLOOD ZONE:PROPERTY LOCATED IN A FLOOD ZONE: 1.) THIS PROJECT IS LOCATED WITHIN THE SACRAMENTO RIVER DESIGNATED FLOODWAY SPECIAL PERMIT ZONE B, SACRAMENTO RIVER DESIGNATED FLOODWAY SPECIAL PERMIT ZONE E, FEATHER RIVER DESIGNATED FLOODWAY. APPROVAL FROM THE CENTRAL VALLEY FLOOD PROTECTION BOARD IS REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS AND BEFORE ANY CONSTRUCTION ACTIVITIES INCLUDING GRADING AND EXCAVATION CAN BE COMMENCED. 2.) UNDER-FLOOR NOTE:UNDER-FLOOR NOTE: THE FINISHED GROUND LEVEL OF THE UNDER-FLOOR SPACE SHALL BE EQUAL TO OR HIGHER THAN THE OUTSIDE FINISHED GROUND LEVEL ON AT LEAST ONE SIDE. CRC R408.7.2. PLOT PLAN SCALE: 1" = 30'-0" PROPERTY OWNERPROPERTY OWNER:: JEROD & REBECCA DAVIS 19 CADE COURT CHICO, CA 95926 PHONE (530) 519-8241 CONTRACTORCONTRACTOR:: JKD CONSTRUCTIONJKD CONSTRUCTION JEROD DAVIS 19 CADE COURT CHICO, CA 95926 PHONE (530) 519-8241 SITE ADDRESSSITE ADDRESS:: 10050 BRUNSWICK DRIVE DURHAM, CA 95938 NO SOILS STOCKPILE COVER BARE SOILS W/ STRAW PROPERTY LINES:PROPERTY LINES: THE PROPERTY LINES SHALL BE IDENTIFIED AT TIME OF FIRST INSPECTION. IF PROPERTY LINES CANNOT BE LOCATED, A SURVEY OF THE PROPERTY WILL BE REQUIRED. C / L BRUNSWICK LANE A C K E R M A N A V E N U E 10' PUBLIC SERVICE EASEMENT PRIVATE STORM DRAINAGE EASEMENT 100' WELL SETBACK LINE 50' BUILDING SETBACK LINE (E) BARN (E) TACK ROOM (E) SHOP (E) SHED ROOF (E) SEPTIC & LEACH FIELD(E) SEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS.UTILITY POLE(E) ELECT. PANELUTILITY POLEFUTURE POWER PANEL FUTURE 40'x60' SHOP SEPARATE PERMIT REQUIRED FUTURE UNDERGROUND ELECTRICAL LINE ELECTRICAL LINE EXISTING GRAVEL DRIVEWAY FENCE, TYPICAL 16' GATE 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. 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. GRAVEL DRIVEWAY GRAVEL DRIVEWAY GRAVEL DRIVEWAY EXISTING GRAVEL DRIVEWAY ELECTRICAL SERVICEELECTRICAL SERVICE:: CONNECT TO UNDERGROUND ELECTRICAL SERVICE. 4236 SQFT RESIDENCE 1542 SQFT GARAGE 1572 SQFT PORCH 73507350 SQFT TOTALSQFT TOTAL 435,600 SQFT LOT 1.7%1.7%LOT COVERAGELOT COVERAGE 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 PROPOSED RESIDENCE PROPERTY LOCATED IN A FLOOD ZONE:PROPERTY LOCATED IN A FLOOD ZONE: 1.) THIS PROJECT IS LOCATED WITHIN THE SACRAMENTO RIVER DESIGNATED FLOODWAY SPECIAL PERMIT ZONE B, SACRAMENTO RIVER DESIGNATED FLOODWAY SPECIAL PERMIT ZONE E, FEATHER RIVER DESIGNATED FLOODWAY. APPROVAL FROM THE CENTRAL VALLEY FLOOD PROTECTION BOARD IS REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS AND BEFORE ANY CONSTRUCTION ACTIVITIES INCLUDING GRADING AND EXCAVATION CAN BE COMMENCED. 2.) UNDER-FLOOR NOTE:UNDER-FLOOR NOTE: THE FINISHED GROUND LEVEL OF THE UNDER-FLOOR SPACE SHALL BE EQUAL TO OR HIGHER THAN THE OUTSIDE FINISHED GROUND LEVEL ON AT LEAST ONE SIDE. CRC R408.7.2. FUTURE BARN SEPARATE PERMIT REQUIRED SEPTIC & LEACH FIELDSEPTIC & LEACH FIELD: AS PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. CONC. WALK CONC. DRIVEWAY ABOVE-GROUNDABOVE-GROUND 500 G. PROPANE TANK:500 G. PROPANE TANK: 10' MIN. FROM BLDG., HVAC COND. UNIT & PROPERTY LINE. INSTALL AT SAME ELEVATION AS RESIDENCE FLOOR. CONC/PAINT WASHOUT TEMP. PORTA-POTTY LOCATION TEMPORARY STRAW ROLLS WATER CONNECTIONWATER CONNECTION:: CONNECT TO (E) WELL.. 5518 SHOWN 2/26/2024 SCALE: DATE: ARCH E ARCH E (36" x 48") 2 STORY THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. © COPYRIGHT 2024 SHEET 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: Max@CadMama.com C:/Users/Lynn/OneDrive/Documents/Chief X15 Plans/Jerod & Rebecca Davis/Davis Residence.layoutOWNER: JEROD & REBECCA DAVIS(530) 519-8241 CELLEMAIL ADDRESS: JKDOffice@aol.com WHILE EVERY ATTEMPT HAS BEEN MADE IN THEPREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. 2024A FOUR BEDROOM RESIDENCE for:JKD CONSTRUCTION, INC.JEROD & REBECCA DAVISJEROD & REBECCA DAVIS10050 BRUNSWICK LANE, DURHAM, CALIFORNIA 95938ASSESSORS PARCEL # 040 - 100 - 071JEROD DAVIS (530) 519-8241 JKD CONSTRUCTION, INC.JEROD DAVIS(530) 519-8241 CELLEMAIL ADDRESS: JKDOffice@aol.com 11 LIVEABLE:LIVEABLE: 1282 SqFt UPPER 4236 SqFt LOWER 5518 SqFt TOTAL5518 SqFt TOTAL GARAGE:GARAGE: 1542 SqFt TOTAL1542 SqFt TOTAL COVERED COVERED PATIO:PATIO: --717 SqFt FRONT --855 SqFt BACK 1572 SqFt TOTAL1572 SqFt TOTALPLOT PLANASSESSORS MAPLOCATION MAPELEVATION CERTIFICATE