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HomeMy WebLinkAboutbld2021-00452 - BLD Plot / Site Plans1 1 1 i 1 1 1 1 i c,) SETBACK 1 1 i 1 1 i i MEM EAST SNOWY OWL DR MEI - (I) SITE PLAN OMNI Man MEM MIM r ANN ARBOR DR W ce 0 0 W 0 0 ce fL 7' UTILITY EASEMENT 9'X55'IE97 /5O. SETBACK i r r L RESERVE AREA 0 00 123.4' POTENTIAL FUTURE GARAGE/SHOPI EASEMENT FOR INGRESS, EGRESS AND UTILITIES - - 183.51 ' - - 1 1 100 1 1 1 99 I :Pm LEAN OUT 1 0' 10' 20' 1 98 dr96 1 1 40' SITE INFORMATION SITE ADDRESS: PARCEL #: LEGAL DESCRIPTION: JURISDICTION: ZONING: SITE AREA: SOIL NAME: SOIL CODE: SOIL TYPE: HYDROLOGIC GROUP: *SEE SURVEY AND SEPTIC DESIGN FOR MORE INFORMATION* 341 E ANN ARBOR DRIVE, SHELTON, WA 98584 421257790051 LOT: A OF SP #2808 PTN TR 5-A S 19/35 - AFN 636728 MASON COUNTY RR5 1.47 ACRES = 64,033 SF GRAVELLY SANDY LOAM(TYPE 4) TYPE 4 PROJECT DESCRIPTION: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE ON AN UNDEVELOPED PARCEL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR MORE INFORMATION. PROJECT SCHEDULE: PROJECT SCHEDULE IS TO BE DETERMINED BY OWNER/CONTRACTOR. CONTACTS BUILDING INFORMATION DESCRIPTION: NEW CONSTRUCTION OF A 3 BEDROOM, 2 BATH SINGLE FAMILY RESIDENCE MODEL CODE: CONSTRUCTION TYPE: NUMBER OF STORIES: BUILDING HEIGHT: OCCUPANCY TYPE: 2015 IRC VB 2 28-4" (<35') R-1 BUILDING AREA: 3172 SF TOTAL *SEE ARCHITECTURAL BUILDING PLANS FOR MORE INFORMATION* PROPERTY OWNER/CONTRACTOR: JACOB DUNNINGTON 2027 KING ST SHELTON, WA 98584 - PHONE: 360-463-6684 EMAIL: JACOB.DUNNINGTON@FORMACC.COM ARCHITECTURAL DESIGN CONSULTANT: HARLAN MYLES DESIGN STUDIO 414 SHERMAN STREET NW, OLYMPIA, WA 98502 CONTACT: NATHAN ROCKER PHONE: 610-858-7822 EMAIL: HARLANMYLESDESIGN@GMAIL.COM STRUCTURAL ENGINEER: MC SQUARED INC. 1235 EAST 4TH AVE, SUITE 101 OLYMPIA, WA 98506 PHONE: 360-754-9339 EMAIL: ENG@MC2-INC.COM ARCHITECTURAL DESIGNER (BUILDING): MEN DESIGNS 5210 STADIUM BLVD, SUITE A JONESBORO, AR 72404 CONTACT: MICHAEL E. NELSON PHONE: 870-931-5777 EMAIL: MICHAELENELSON.COM WASHINGTON STATE ENERGY 2015 CODE INFORMATION WSEC REQUIREMENTS ARE FOR REFERENCE. THE PROVIDED ARCHITECTURAL BUILDING PLANS AND SUBSEQUENT INSULATION AND PERTINENT ENERGY CODE INFORMATION SHALL BE SUPERCEDED WITH ADHERENCE TO 2015 WSEC REGULATIONS AS DEFINED. METHOD: PRESCRIPTIVE TABLE R402.1.1 (ZONE C); PER 2015 WSEC, TABLE R406.2, INSULATION (NEW): CEILING: WALL: FLOOR: SLAB ON GRADE: R-49/ R-38 AT VAULTED CEILING R-21 BATT (MIN.) R-21 SPRAY FOAM (MIN. @ R-7/INCH) - OPTIONAL R-38 BATT (MIN.) R-10 RIGID (MIN.); FULL AREA OF SLAB GENERAL WSEC CODE INFORMATION CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR WSEC COMPLIANCE DURING CONSTRUCTION OF THE NEW SINGLE FAMILY RESIDENCE AND THE APPLICATION AND INSTALLATION OF BUILDING ASSEMBLIES, INSULATION, MECHANICAL SYSTEMS, DOORS/WINDOWS, EXTERIOR ENVELOPE AND FINISH MATERIALS. MASON COUNTY CODE AND ZONING REGULATIONS - TITLE 17 CHAPTER 17.04 - RURAL LANDS DEVELOPMENT STANDARDS ARTICLE II. - RURAL RESIDENTIAL 5 (RR5) -PER 17.04.223 - LOT REQUIREMENTS. - FRONT YARD SETBACK SHALL BE 25', SIDE AND REAR YARD SHALL BE 20' WITH EXCEPTIONS TO SIDE YARD SETBACKS UNDER PROVISIONS 17.04.223(a) REGARDING SUBDIVISIONS AND IN ACCORDANCE WITH 17.04.223(d) SETBACKS SHALL BE EQUAL TO 10% OF LOT WIDTH BUT IN NO CASE BE LESS THAN 5'. APPLICABLE BEST MANAGEMENT PRACTICES (BMP) BMP C101: BMP C120: BMP C151: BMP C220: BMP C233: BMP C235: PRESERVING NATURAL VEGETATATION TEMPORARY AND PERMANENT SEEDING CONCRETE HANDLING STORM DRAIN INLET PROTECTION SILT FENCE WATTLES VICINITY MAP I4- L PROPERTY LOCATION 3/26/2021, 11:24:30 PM LI County Boundary 1:49,105 0 0.42 0.85 0 0.5 1 2 km 1.7 mi I Joints in filter fabric shall be spliced al . posts. Use staples. wire rings or equivalent to attach fabric to posts l' Ii I1l�iil 111 II111 Mil l:} ' MHO '1111111111IN 2"x2' by 14 Ga. wire or equivalent, if standard strength fabric used Filter fabric - + - 6' max --� I � - Minimum 4"x4' trench Backfill trench with native soil Post spacing may be increased \ or 3/4"-1.5" washed gravel to 8' if wire backing is used Li 2"x2- wood posts, steel fence posts, or equivalent _ Figure 4.14a - Silt Fence FILTER FABRIC SILT FENCE NOTES 1. Filter fabric shall be purchased in a continuous roll cut to length of barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6 inch overlap, and securely fastened at both ends to post. 2. Posts shall be spaced a maximum 6 feet apart and driven securely into the ground (minimum of 30 inches). 3. A trench shall be excavated approximately 8 inches wide and 12 inches deep along the line of posts and upslope from barrier. 4. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least 1 inch Tong, tie wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 36 inches above the original ground surface. 5. The standard strength filter fabric shall be stapled or wired to the fence, and 20 inches of fabric shall be extended into the trench. The fabric shall not extend more than 36 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. 6. When extra -strength filter fabric and closer post spacing is used, the wire mesh support fence may be eliminated. In Such a case the filter fabric is stapled or wired directly to post with all other provisions of above notes applying. 7. Filter fabric fence shall not be removed before upslope area has been stabilized. 8. Filter fabric fences shall be inspected after each rainfall and at least daily after prolonged rainfall. Any required repairs shall be made immediately. GENERAL NOTES 1. ALL WORK AND MATERIALS TO MEET APPLICABLE CODES, AMENDMENTS, COVENANTS, RESTRICTIONS, AND STANDARDS (UNO). 2. ALL WORK AND MATERIALS SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF OLYMPIA'S CURRENT ENGINEERING DESIGN AND DEVELOPMENT STANDARDS (EDDSO, THE CITY OF OLYMPIA'S CURRENT DRAINAGE AND EROSION CONTROL MANUAL, AND THE CITY OF OLYMPIA'S SUPPLEMENTAL SPECIFICATIONS AS APPLICABLE. 3. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIAL, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF OLYMPIA AND THE PROJECT OWNER. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS TO REMAIN ACCESSIBLE AT ALL TIMES. 5. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE STABILIZED WITHIN A REASONABLE TIMEFRAME. 6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL DRAINAGE & EROSION CONTROL NOTES HD STUDIO GENERAL 1. RETAIN NATIVE GROUND COVER IN UNDISTURBED CONDITION AS MUCH AS POSSIBLE. 2. REMOVE DEAD VEGETATION. 3. REMOVE VEGETATION OF 4 INCH CALIPER AND SMALLER. 4. RESEED, MULCH, AND COVER DISTURBED AREAS 5. SWEEP SIDEWALKS AND STREETS ON A DAILY BASIS WHEN WORKING. 6. PROTECT ACCESSIBLE CATCH BASINS FROM SILT. 7. OBSERVE SITE DURING RAINFALL AND PROVIDE ADDITIONAL EROSION CONTROLS WHEN NEEDED. 8. DO NOT DISPOSE OF CONSTRUCTION MATERIALS OR HAZARDOUS MATERIALS ON SITE. USE PRODUCTS WISELY. DO NOT WASH OUT CONCRETE TRUCKS OR EXPOSED AGGREGATE DRIVEWAYS INTO STORM SYSTEM. 9. DO NOT TRACK SEDIMENT OFF SITE. STOCKPILED SOIL 10. STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 11. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES SHALL BE POSITIVELY PREVENTED. 12. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY - RWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SOD G • ' - ' G. 13. PREVIOUSLY ESTABLISHED ! Q THE - EAS TO BE TOPSOILED SHALL BE MAINTAINED O J LEGEND /HARD SURFACE TO REMAIN DRIVEWAY/HARD SURFACE TO (APPROX. 3191 SF) PREPPED NATURAL VEGETATION. EROSION CONTROL FENCE. PER F FLOW OF SURFACE WATER ES LIMITS OF WORK HARLAN MYLES DESIGN I OLYMPIA, WA 610.858.7822 I HMD STUDIO PROJECT NUMBER: 2104 PERMIT DOCUMENTS MARCH 26, 2021 "PRE -CONSTRUCTION" STATE OR BETTER PER THE PROJECT SCOPE OF NATURAL RESTORATION. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 811, THE UNDERGROUND LOCATE LINE, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION UTILITIES LOCATE NOTE: THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS. NOTE: CITY HAS CONFIRMED WATER DISCONNECT. UTILITY PROVIDER HAS CONFIRMED UTILITY DISCONNECT. )1tklfW2t -- OC-lCdN itu SITE PLAN A-1O1 All material herein constitutes the original and unpublished work of the designer and may not be used, duplicated, or disclosed without the written consent of the designer. Copyright © 2021 by Harlan Myles Design. All rights reserved.