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Home My WebLink AboutR-43890100 BRAV ff4%1STEI N PARKING LOT C:) w CITY 4:30F MENTON, WAULSHINGTON z LU () z Q rr m T z z w SOIL AMENDMENT NOTES: 1. RETAIN AND PROTECT UNDISTURBED SOIL: • Leave undisturbed vegetation and soil, and protect from compaction by fencing and keeping materials storage and equipment off these areas during construction. • For all areas where soil or vegetation are disturbed, use option 2, 3, or 4. PLANTING BEDS 2"-4" ARBORIST /!%/!/!%/; GRASS: SEED OR I WOOD CHIP MULCH %�� 0' -------------- SOD 3" OF COMPOST — _—_—_ _—_ — ------------- INCORPORATED INTO SOIL TO A 8" DEPTH — — — — — — — ------------ --- SOIL TO A 8" DEPTH — — — — — — — — 8' _____________-- SUBSOIL SCARIFIED 4" �� %�� SUBSOIL SCARIFIED 4" BELOW COMPOST BELOW COMPOST AMENDED LAYER (12" i�x �� i��i�i��% �� AMENDED LAYER (12" BELOW SOIL SURFACE) �� 12' �� BELOW SOIL SURFACE) Source: City of Seattle (reproduced with permission) Figure 3.1. Cross—section of Soil Amendment 2. AMEND SOIL: • Soil amendments shall be applied to all areas which are being set aside as non —buildable areas (open space or natural resource protection areas) and are in need of rehabilitation because of past land use disturbances such as clearing and intrusion of invasive species. the purpose is to enhance and accelerate the rehabilitation of the soil structure. the application will be non—destructive to the existing vegetation that is retained by taking care to taper depths of soil amendment near the surface roots. • Amend existing site topsoil or subsoil either at default "pre —approved" rates, or at custom calculated rates to meet the soil quality guidelines based on engineering tests of the soil and amendment, (Refer to the Building Soil manual [Stenn et al. 2016] or web site <www.buildingsoil.org>, for custom calculation methods.) 3. STOCKPILE SOIL: • Stockpile existing topsoil during grading and replace it prior to planting. Amend stockpiled topsoil if needed to meet the organic matter or depth requirements either at the default "pre —approved" rate or at the custom calculated rate (refer to the Building So# manual [Stenn et al. 2016] or website <www.buildingsoil.org , for custom calculation method). Scarify subsoil and mulch planting beds, as described under the Soil Amendment heading below. STORM PIPE CATCH BASIN STORM MANHOLE SANITARY SEWER PIPE SANITARY SEWER MANHOLE WATER MAINS FIRE HYDRANT AND FDC WATER METERS WATER VALVES FITTINGS WITH THRUST BLOCKS SURFACE WTR AND PIPE DIRECTION FLOW EXISTING CONTOUR LABELS PROPOSED CONTOUR LABELS GROUND SPOT ELEVATIONS (TENTHS) FINISHED SURFACE ELEVATIONS (HUNDREDTHS) COORDINATES, & LEADERS 0 — w w W �457 756.5 + 756.5 756.55 + 756.75 N low 4. IMPORT SOIL: • Import topsoil mix of sufficient organic content and depth to meet the requirements. Imported soils should contain excessive clay or silt fines (more than 5 percent passing the US #200 sieve) because that could restrict stormwater infiltration. Use imported topsoil that meets default "pre —approved" rates. • Scarify subsoil and mulch planting beds, as described under the Soil Amendment heading below. Note: more than one method may be used on different portions of the same site. 1. SEE PIERCE COUNTY STORMWATER MANAGEMENT AND SITE DEVELOPMENT MANUAL VOLUME III CHAPTER 3.1 FOR ADDITIONAL INFORMATION REGARDING SOIL PRESERVATION AND AMENDMENT 2. RECYCLED CONCRETE AGGREGATE IS NOT ALLOWED FOR CONSTRUCTION ENTRANCES OR DRIVEWAY SURFACES. 3. FOR USE OF RECYCLED CONCRETE AGGREGATE FOR SUBGRADE, PROVIDE SUPPLIER TESTING AND CERTIFICATION FOR LEAD. TESTING SHALL BE NO OLDER THAN 90 DAYS FROM THE DATE THE MATERIAL IS DELIVERED TO THE SITE. 4. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS DIRECTED BY THE INSPECTOR. SEE ATTACHED DETAILS. 5. INSTALL SILT FENCE TO PREVENT ACCESS OTHER THAN THE CONSTRUCTION ENTRANCE. 6. INSTALL POSITIVE DRAINAGE AWAY FROM STRUCTURE PER ATTACHED DETAIL. TOP OF WALL/TOE OF WALL TOP AND TOE OF SLOPES SLOPE INDICATORS RIP RAP FILTER FABRIC FENCING RAIN WATER LEADERS (RWL) CLEANOUTS (C.O.) SS, AND RWL INTERCEPTOR AND BIO—SWALES CEMENT CONCRETE STUBBED & PLUGGED LINE EXTRUDED CONC. CURB CURB & GUTTER ASPHALT CONCRETE PAVEMENT 296.E 292.0 0 X X O 0 311 ad REVISION CONSTRUCTION SEQUENCE 1. FLAG CLEARING LIMITS AS SHOWN. 2. INSTALL TEMPORARY QUARRY ROCK CONSTRUCTION ENTRANCE. 3. INSTALL FILTER FENCE. CLEAR AND GRUB SITE. INSTALL TEMPORARY EROSION CONTROL MEASURES (SILT FENCE) AS CONSTRUCTION ACTIVITIES PROGRESS. ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE SITE. 4. ANY AREA STRIPPED OF VEGETATION, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 7 DAYS (2 DAYS DURING WET SEASON),SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED EROSION & SEDIMENT CONTROL METHODS, (E.G., SEEDING, MULCHING. NETTING, EROSION & SEDIMENT CONTROL METHODS.) 5. ROUGH GRADE SITE, CONSTRUCT RESIDENCE AND DRIVEWAY. 6. HYDROSEED AND MULCH AND AMEND ALL EXPOSED AREAS. 7. REMOVE TEMPORARY EROSION CONTROL FACILITIES, ONLY, AFTER ENTIRE SITE IS STABILIZED AND THE POTENTIAL FOR EROSION HAS PASSED. 8. CLEAN ANY SILT THAT HAS ACCUMULATED IN THE PERMANENT STORM DRAINAGE SYSTEM. BENCHMARK AND DATUM TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY INFORMATION PROVIDED BY DEVELOPMENT ENGINEERING, PLLC AUGUST 27, 2025 USING RTK GPS SURVEY CONNECTED TO WSRN NETWORK, DATUM IS NAVD 1988. PROPERTY BOUNDARY INFORMATION BASED ON RECORD OF SURVEY PERFORMED BY CRONES LAND SURVEYING DATED JANUARY 20, 2023 LEGAL DESCRIPTION HILLMANS EARLINGTON GARDENS # 1 LESS ST HWY PLAT BLOCK: 30 PLAT LOT: 3 THRU 11 ALL EXISTING UTILITIES AND EASEMENTS SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES AND EASEMENTS ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY INFORMATION FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. THE PROVIDED SITE PLAN DOES NOT REPRESENT A SURVEY, IT IS THE OWNERS RESPONSIBILITY TO VERIFY ANY AND ALL ENCUMBRANCES LOCATED ON THE PROPERTY PRIOR TO CONSTRUCTION. SHEET INDEX TITLE SHEET & VICINITY MAP ......................................................... C-0 DRAINAGE PLAN............................................................................... C-1 TESC NOTES & DETAILS.................................................................. C-2 GENERAL NOTES & DETAILS........................................................... C-3 SURVEYED: DESIGNED: WGC DROWN: NBC CHECKED: WGC BY DATE APPR APPROVED: WGC SCALE: 1 »=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 Agt]__) DATUM 'Q Airport 6 L VI Ziy N 4th St D NE 4th St Q > Z A > 4' S LarigG..w� Rrl JWay Z a N 3rd St a c 3r6 f _ate S 132nd St A 2 NE AuPat VJay 2 NE 2nd It r yy 0�a� St s9 gQ sQ Sw D •_r SRO S 3rd St '" N � ¢ Pa rF. F e/L S O > Q 9Z p t �sd l'S 4th 5t eL �� r Ceda- River Natural Zone a PROJECT '; n Gaa� 'th St � aaJ SITE hp F, __ rnon Pa rk O D ent r Park c ^ Grad 41 c W N -: rk S.,ander Bi•: d 4 1 vd ik-" ila th 7t orillia v a Y j o SW 27th St v w SW 34th St v� o S P!'4et Dr S[ In < L m Q, ` fan}' 114 SE 16Eth St NE 4'h St v Maplmocd Go f Co u rse D'1a1)le\COod SE 164:h St Sp Fq,rKG� 131" v Pa rhl L Renton SW 4: st St _ � _ .Y ZJ .n Soos Creek ,E SW 43rd St SCa<r •� Benson Hill Park and _ " Trail V�C� N STY MAP N SCALE. • 1 " = 112 MILE OWNER BRAUNSTEIN HOLDING GROUP 600 SW 13TH ST 98055 SITE ADDRESS PARCEL NUMBER: 334040-5035 SITE ADDRESS: 600 SW 13TH ST 98055 CIVIL ENGINEER DEVELOPMENT ENGINEERING, PLLC 9601 KEY PENINSULA HWY. NW GIG HARBOR, WA 98329 (253) 228-0513 WWW.DE—CIVIL.COM ?5 R-438901 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING HBra 12/19/2025 � AMorganroth y 12/19/2025 Z FjfarSurface Water Enginering o LUJ ah 12/22/2025 DAM, z 0 • CITY OF BRAUNSTEIN PARKING 10/2/25 � RENTON 600 SW 13TH STREET FIELD900K: Q • COVER SHEET Ir DRAWING N0: Planning/Building/Public Works Dept. C-0 m SHEET: 1 OF. 4