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Kr�ws wti wC��Y he 14M @",am P Y CD fll Q �I �� ARCHkTEGT DESIGN FOR � DROFYAK APARTMENTS ! 12228 PETROATSKY F0.40, REVON, WA 98058 I PARCEL / 073400-0055 I I e d ar 4A �I �� ARCHkTEGT DESIGN FOR � DROFYAK APARTMENTS ! 12228 PETROATSKY F0.40, REVON, WA 98058 I PARCEL / 073400-0055 I I e d �I �� ARCHkTEGT DESIGN FOR � DROFYAK APARTMENTS ! 12228 PETROATSKY F0.40, REVON, WA 98058 I PARCEL / 073400-0055 I I m x m IT 00 -00 G1 rl a ? O • O �. ° O 0 � � ti I I II II it II II II II II li II II II II II II !I II II 11 II II fl 11 a m IT i L i L C L L C C 1 Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GEOTECHNICAL ENGINEERING STUDY PROPOSED 7 - UNIT APARTMENT BUILDING 12228 PETROVITSKY ROAD RENTON, WASHINGTON G-2871 Prepared for Mr. Vladimir Drofiak c/o; Mr. Ruslan Lev P.O. Dox 8081 Kent, WA 98042 April 20, 2009 GEO Group Northwest, Inc, 13240 NE 20th Street, Suite 10 Bellevue, WA 98005 Phone: (425) 649-8757 E-mail: info@geogroupnw.com 11 to Grou 1 ' April 20, 2009 1 1 Mr. Vladimir Drofiak c/o: Mr. Ruslan Lev P.O. Box 8081 Kent, WA 98042 Northwest, Inc. Subject: GEOTECHNICAL ENGINEERING STUDY PROPOSED 7 - UNIT APARTMENT BUILDING 12228 PETROVITSKY ROAD RENTON, WASHINGTON Dear Mr. Drofiak and Mr. Lev: Geotechnical Engineers, Geologists & Environmental Scientists G-2871 GEO Group Northwest, Inc., is pleased to submit this Geotechnical Engineering Study for the proposed new apartment building at the subject site. Our report presents information from our review of the geologic map of the site vicinity and our subsurface investigation. The purpose of this report is to provide geotechnical recommendations for the proposed development. This report has been prepared in accordance with the authorized proposal dated April 2, 2009. PROJECT DESCRIPTION The project site consists of the lot at the northeast corner of the intersection of 122 P! SE and SE Petrovitsky Road in Renton, Washington as shown on the attached Plate 1 - Vicinity Map. The lot is currently undeveloped as a previous single family residence on the site was removed. Current plans include a 7 -unit apartment building on the east side of the site and parking on the west side. The site is relatively flat with an approximate 3-4 foot high rockery along the north property line and another of similar height on the south property line. Site details can be seen in Plate 2 - Site Plan. GEOLOGIC CONDITIONS Based upon a review of the geologic map for the area, the subsurface soils at the site are mapped as Glacial Till (Qvt), consisting of a concrete -like mixture of sand, silt and gravel deposited as 13240 NE 20th Street, Suite 10 Bellevue, Washington 98005 Phone 425/649-8757 Fax 4251649-8758 ' April 20, 2009 G-2857 12228 SE Petrovitsky Road,.Renton, Washington Page 2 ' ground moraine at the base of the ice during the Vashon Stade of the Fraser Glaciation. The till is typically overlain by 2 to 5 feet of medium dense silty sand. Till deposits are typically very dense due to glacial compaction. ' SUBSURFACE CONDITIONS 1 1 1 1 1 On April 15, 2009, GI'O Group Northwest, Inc. investigated the subsurface conditions by directing the excavation of four exploratory test pits at the project site. The test pits were located approximately as shown on the attached Plate 2 - Site Plan. The following soil conditions were encountered at the site: Seepage was encountered in Test Pit 3 at 3.5 ft of depth consisting of minor perched water. Detailed Test Pit logs are attached as Appendix A: Test Pit Logs & Soil Legend. SITE SEISMIC DESIGN CLASSIFICATION Based on soils encountered in our test pits and according to the 2003 International Building Code (IBC), the site seismic design classification is Site Class C (Very Dense Soil Profile), as derived from Table 1615.1 in the IBC. CONCLUSIONS AND RECOMMENDATIONS General Based upon the results of our study, it is our professional opinion that the site is geotechnically suitable for the proposed development. GEO Group Northwest, Inc. Test Pit 1 Test Pit 2 'fest Pit 3 Test Pit 4 Topsoil/ Fill 0 to 1 ft 0 to I ft 0 to 2 ft 0 to 0.5 ft Weathered Glacial "fill 1 to 2.5 ft 1 to 2 ft 2 to 3.5 ft 0.5 to 2.5 ft Glacial Till Below 2.5 ft Below 2.5 ft Below 4.5 ft Below 3 ft Seepage was encountered in Test Pit 3 at 3.5 ft of depth consisting of minor perched water. Detailed Test Pit logs are attached as Appendix A: Test Pit Logs & Soil Legend. SITE SEISMIC DESIGN CLASSIFICATION Based on soils encountered in our test pits and according to the 2003 International Building Code (IBC), the site seismic design classification is Site Class C (Very Dense Soil Profile), as derived from Table 1615.1 in the IBC. CONCLUSIONS AND RECOMMENDATIONS General Based upon the results of our study, it is our professional opinion that the site is geotechnically suitable for the proposed development. GEO Group Northwest, Inc. i 1 1 1 L 1 1 1 1 April 20, 2009 G-2857 12228 SE Petrovitsky Road, Renton, Washington Page 3 The new apartment building can be supported on typical continuous and spread footing foundations bearing on top of the dense to very dense site soils. Based upon the test pit logs, we anticipate competent site soils to be present within 3.5 feet of the existing ground surface. We do not anticipate any major over -excavations. Specific recommendations for the development are included in the following report sections. Site Preparation, General Earthwork and Erosion Control The proposed building pad and pavement areas should be stripped and cleared of surface vegetation and topsoil. Disturbance to the site should be kept to a minimum. Silt fences should be installed around areas disturbed by construction activity to prevent sediment -laden surface runoff from being discharged off-site to the east or into the right -of way to the south of the development area. Exposed soils that are subject to erosion should be compacted or covered with plastic sheeting. Temporary Excavation Slopes Anticipated cuts at the site consist of those for the building foundations. Cuts in the loose surficial soils (approximately upper 2 ft) should be sloped at an inclination no steeper than 1 H:1 V (Horizontal:Vertical). Excavations in the dense to very dense glacial till soils maybe sloped no steeper than 0.5H:1 V provided no seepage is encountered. Permanent cut and fill slopes at the site should be inclined no steeper than 2I4:1 V. Surface runoff should not be allowed to flow uncontrolled over the top of slopes into the excavated area. Exposed cut slopes should be covered with plastic sheeting during construction to minimize erosion. if groundwater seepage ar other unanticipated soil conditions are encountered during construction, excavation of cut slopes should be halted and the cut slopes should be evaluated by GEO Group Northwest, Inc. Structural Fill All fill material used to achieve design site elevations below the building areas and below non - structurally supported slabs, parking lots, sidewalks, driveways, and patios, should meet the requirements for structural fill. During wet weather conditions and behind retaining walls, material to be used as structural fill should have the following specifications: GEO Group Northwest, Inc. 1 1 1 1 1 1 1 April 20, 2009 G-2857 12228 SE Petrovitsky Road, Renton, Washington Page 4 1. Be free draining, granular material containing no more than five (5) percent fines (silt and clay -size particles passing the No. 200 mesh sieve); 2. Be free of organic material and other deleterious substances, such as construction debris and garbage; 3. Have a maximum size of three (3) inches in diameter. All fill material should be placed at or near the optimum moisture content. The optimum moisture content is the water content in soil that enables the soil to be compacted to the highest dry density for a given compaction effort. The surficial silty sand fills and topsoils at the site are unacceptable for structural fill due to the significant percentage of organic material and other deleterious substances. The underlying Gravelly/ Silty SAND till soils at the site may be used for structural fill only during dry weather as they are moisture sensitive and have moisture contents significantly above optimum levels. The till soils are not recommended for retaining wall backfill. Alternatively, a free -draining pit - run sand or gravel may be imported to the site for use as structural fill. Structural fill should be placed in thin horizontal lifts not exceeding ten inches in loose thickness. Structural fill under building areas (including foundation and slab areas), should be compacted to at least 95 percent of the maximum dry density, as determined by ASTM Test Designation D- 1557-91 (Modified Proctor). Structural fill under driveways, parking lots and sidewalks should be compacted to at least 90 ' percent maximum dry density, as determined by ASTM Test Designation D-1557-91 (Modified Proctor). Fill placed within 12 -inches of finish grade should meet the 95% requirement. We recommend that GEO Group Northwest, Inc., be retained to evaluate the suitability of structural fill material and to monitor the compaction work during construction for quality assurance of the earthwork. ' Spread Footing Foundations We recommend that the proposed new residences be supported on conventional spread footings ' bearing on the dense to very dense native site soils or on compacted structural fill placed on top 1 GEO Group Northwest, Inc. April 20, 2009 G-2857 12228 SE Petrovitsky Road, Renton, Washington Page 5 1 of the dense to very dense native site soils. Based on the findings from our subsurface ' investigation at the site, we anticipate that the dense soils are present near the estimated footing subgrade level. We do not anticipate any significant over -excavations. GEO Group Northwest, Inc. should be retained to verify that the spread footings are resting on medium dense to very dense soils and that any over -excavations extend to the dense to very dense site soils. We should also be retained to verify structural fill materials and compaction of structural fills below spread footings. Individual spread footings may be used for supporting columns and strip footings for bearing walls. Our recommended minimum design criteria for foundations bearing on the medium dense Ito very dense site soils or on compacted structural fill are as follows: - Allowable bearing pressure, including all dead and live loads Dense to very dense native soil = 4,000 psf Compacted structural fill = 2,000 psf - Minimum depth 'to bottom of perimeter footing below adjacent final exterior grade = 18 inches - Minimum depth to bottom of interior footings below top of floor slab = 18 inches ' - Minimum width of wall footings = 16 inches - Minimum lateral dimension of column footings = 24 inches - Estimated post -construction settlement = 114 inch - Estimated post -construction differential settlement; across building width = 114 inch A one-third increase in the above allowable bearing pressures can be used when considering short-term transitory wind or seismic loads. 1 Lateral loads oads can also be resisted by Friction between the foundation and the supporting ' compacted fill subgrade or by passive earth pressure acting on the buried portions of the ' GEO Group Northwest, Inc. 1 1 1 1 March 6, 2009 0-2857 Sekulich Townhomes, 4827 Vesper Drive, Everett, Washington Page 6 foundations. For the latter, the foundations must be poured "neat" against the existing ' undisturbed soil or be backfilled with a compacted fill meeting the requirements for structural fill. Our recommended parameters are as follows: - Passive Pressure Lateral Resistance • 350 pcf equivalent fluid weight for compacted structural fill ' • 350 pcf equivalent fluid weight for native dense soil. ' - Coefficient of Friction (Friction Factor) • 0.35 for compacted structural fill • 0.35 for native dense soil ' We recommend that footing drains be placed around all perimeter footings. More specific details of perimeter foundation drains are provided below in the Wall Drainage section. Permanent Basement and Conventional Retaining Walls ' The following design recommendations may be used for permanent basement and conventional retaining walls at the project site. Permanent basement walls restrained horizontally on top are considered unyielding and should be designed for a lateral soil pressure under the at -rest condition; while conventional reinforced ' concrete walls free to rotate on top should be designed for an active lateral soil pressure. ' Active Earth Pressure ' Conventional reinforced concrete walls that are designed to yield an amount equal to 0.002 times the wall height should be designed to resist the lateral earth pressure imposed by all equivalent fluid with a unit weight of: 30 pcf for level backfill behind yielding retaining walls 1 -rhe walls should also be designed to resist a seismic pressure of 6H psf. iGEO Group Northwest, Inc. 1 1 1 1 1 1 11 1 1 1 1 1 March 6, 2009 G-2857 Sekulich Townhomes, 4827 Vesper Drive, Everett, Washington Page 7 At -Rest Earth Pressure Walls supported horizontally by floor slabs are considered unyielding and should be designed for lateral soil pressure under the at -rest condition. The lateral soil pressure design should have an equivalent fluid pressure of: 40 pcf for level ground behind permanent unyielding retaining walls The walls should also be designed to resist a seismic pressure of 6H psf. Passive Earth Pressure and Base Friction 'The available passive earth pressure that can be mobilized to resist lateral forces may be assumed to be equal to 350 pcf equivalent fluid weight in both undisturbed soils and engineered structural backfill. The base friction that can be generated between concrete and undisturbed native soils or engineered structural backfill may be based on an assumed 0.35 friction coefficient. Wall Drainage We recommend that the permanent concrete basement and conventional retaining walls be waterproofed and that a vertical drain mat, such as Miradrain 6000 or equivalent, be used to facilitate drainage. We recommend that the drainage mat be installed on the back side of the wall extending from the finish grade down to a footing drain pipe. We recommend that drains be installed around the perimeter of the foundation footings. The drains should consist of a four (4) inch minimum diameter perforated rigid PVC drain pipe laid at or near the bottom of the footing with a gradient sufficient to generate flow, as schematically illustrated in Plate 3 - Subsurface Drainage. The drain line should be bedded on, surrounded by, and covered with a clean crushed rock (no minus). The clean crushed rock and drain line should be completely surrounded by a geotextile filter fabric, Mirafi 140N or equivalent. Once the drains are installed, the excavation should be backfilled with a compacted, free -draining sand or gravel fill material. The footing drains should be tightlined to discharge into the storm water collection system Under no circumstances should roof downspout drain lines be connected to the footing drainage GEO Group Northwest, Inc. 1 1 1 1 1 March 6, 2009 Sekulich Townhomes, 4827 Vesper Drive, Everett, Washington G-2857 Page 8 system. All roof downspouts must be separately tightlined to discharge into the storm water collection system. We recommend that sufficient cleanouts be installed at strategic locations to allow for periodic maintenance of the footing drains and downspout tightline systems. Backfill in areas adjacent to basement or conventional retaining walls should be compacted with hand held equipment or a hoepack. Heavy compacting machines should not be allowed within a horizontal distance to the wall equivalent to one half the wall height, unless the walls are designed with the added surcharge. Slab -on -Grade Floors ' Loose site soils should be excavated from all slab subgrade areas or compacted to a firm and unyielding condition. Slab -on -grade floors may be constructed on top of dense to very dense ' native site soils or on top of compacted structural fill placed on top of the competent site soils: The slab -on -grade floors should not be constructed on top of the loose fills at the site. ' To avoid moisture build-up on the subgrade, slab -on -grade floors should be placed on a capillary break, which is in turn'placed on the prepared subgrade. The capillary break should consist of a minimum of a six (6) inch thick layer of free -draining crushed rock or gravel containing no more than five (5) percent finer than the No. 4 sieve (sand, silt and clay). A vapor barrier, such as a 6 - mil plastic membrane, is recommended to be placed over the capillary break beneath the slab to reduce water vapor transmission through the slab. Two to four inches of sand may be placed over the barrier membrane for protection during construction. 1 1 1 1 ri Infiltration Based upon the results of our subsurface investigation it is our opinion that the dense to very dense soils found at the bottom of all test pits are glacial till soils or `hardpan.' This type of soil is generally relatively impervious and not recommended for infiltration. We do not recommend onsite infiltration of stormwater. LIMITATIONS This report has been prepared for the specific application to this site for the exclusive use of Mr. Vladimir Drofiak and his authorized representatives. Any use of this report by other parties is Gro Group Northwest, Inc. 1 1 1 1 1 1 1 March 6, 2009 G-2857, Sekulich Townhomes, 4827 Vesper Drive, Everett, Washington Pae 9 solely at their own risk. We recommend that this report be included in its entirety in the project contract documents for reference during construction. Our findings and recommendations stated herein are based on field observations, our experience and judgement. The recommendations are our professional opinion derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area and within the budget constraint. No warranty is expressed or implied. In the event that soil conditions not anticipated in this report are encountered during site development, GEO Group Northwest, Inc., should be notified and the above recommendations should be re-evaluated. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Sincerely, GEO GROUP NORTHW1:ST, INC. a )t Glen Wade Geologist William Chang, P.E. ' Principal I Attachments: 1 1 1 1 P►'� CKA �. o� �NnsfriyQ � ar �*+ w ?w �SSto N AL Plate 1 - Vicinity Map, Plate 2 - Site Plan, Plate 3 - Subsurface Drainage, Appendix A - Test Pit Logs and Soil Legend GEE Group Northwest, Inc. maw Pual CDUERY Rf VEn Y7R PABX CE! SE _ ST VICINITY MAP Group Northwest, Inc. PROPOSED 7 -UNIT APARTMENT BUILDING Geotecnnrcaf Engneers, Geolnyfsts, & 12228 SE PETROVITSKY ROAD EnvironrruntW Scle4ets RENTON, WASHINGTON 5CALE NTS DATE 4/16/2009 MADE GW CI9KD WC JOB NO. G-2871 PLATE I APARTMTS 91D0 POWER s. �-------- ---- -�-- Fl9E SPRMCLER SYS�fM 11EA0$', I t. F \. Iv / f I ~ RO D A AR _ 30 'WAS. EGQ54 AHD -S \ 860 SF� EASEWENr REc. He. 1 I� aw OOF AREA 1' AND RFC. No. 206708 \ ' I I.MATER EAU"NT R. HA 2a' TP-3 3 STORY I {4';� r SITE 2 7 UNIT OO i r 10.459h« FLOOR I� ,550 SFt �. T TAL LIVING — AR� :a I �� 44 ti. I _ C NSTI. Tp_I � DI Cupp q`8 1 I , 2^ E 5(A} IE-3624J�� TOP OF e.z TP-4 -nCAS I , 'r ^+:�i4G?';AESI'�Ar�'<'\.{;;;1:';.,-r•.,,R 1[..-.3"fig 7VOAMMfT a' CHAMLINY, FNGE 71 i:yrCa TYP �- •, -_-.I-__- -Y--_ 1 L: 1•' S' 6 1.. •, dy't -- .S , t T �_. y--� 51 - -_ --_ RIW 390.04 �� \ C9 -,PC 1- �ftIM-38995 _.�' IE 13SB-�2 EN"SSAIi� 777 1: `(Sy 394 I E31 - PIM-3903e I - I 'N1 - .. - .. -..� LEGEND < } TEST PIT NUMBER AND APPROXIMATE TP-1 LOCATION SITE PLAN Group Northwest, Inc. PROPOSED 7 -UNIT APARTMENT BUILDING Geotechnical Engineers, Gedogists, & 12228 SE PETROVITSKY ROAD Environmental Scientlsts RENTON, WASHINGTON SCALE 40 R = I in DATE 4/20/2009 MADE GW CHKD WC JOB NO. G-2871 PLATE 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Washed crushed r Geotemile (Mirafi 140 NL or equal) 4 inch dtamel perforaled rid, pipe Basement Retaining Relatively Impervious Soil Wall NOT TO SCALE No,rES: 1.) Do not replace rigid PVC pipe with flexible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. Group Northwest, Inc. Geotechnical Engineers, Geologists, & Envlronn'entaf Sciontlsts SCALE NONE DATE 4/16/2009 MADE GW at SUBSURFACE DRAINAGE PROPOSFD 7 -UNIT Al'AR'1'141EN'I' 13111I l)[NG 12228 SF, PE'I'ROVITSKY ROAD REVZ'ON, IVASII[NGTON CHKD WC ,JOB No. G-2871 PLATE 3 1 1 1 1 1 1 1 1 1 APPENDIX A TEST PIT LOGS & SOIL LEGEND 1 1 1 1 1 1 1� 1 1 1 1 LEGEND OF SOIL CLASSIFICATION AND PENETRATION TEST UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MAJOR DIVISION GROUP TYPICAL DESCRIPTION LABORATORY CLASSIFICATION CRITERIA SYMBOL WELL GRADED GRAVELS, GRAVEL -SAND Cu - (0601 D10) granter than 4 CLEAN GW MIXTURE, LITTLE OR NO FINES DETERMINE Cc= {D302 }1(010' 060) between 1 and 3 GRAVELS PERCENTAGES OF GRAVELS {little or no POORLY GRADED GRAVELS, AND GRAVEL -SAND GRAVEL AND SAND {More Than Half fines} GP MIXTURES LITTLE OR NO FINES FROM GRAIN SIZE NOT MEETING ABOVE REQUIREMENTS COARSE- GRAINED SOILS Coarse Grains DISTRIBUTION ATTERBERG LIMITS BELOW Larger Than No. 4 CURVE Sieve) DIRTY GM SILTY GRAVELS, GRAVEL-SAND•SILT MIXTURES "A" LINE. GRAVELS CONTENT or P.I. LESS THAN 4 OF FINES CLAYEY GRAVELS, GRAVEL -SANG -CLAY ATTERBERG LIMITS ABOVE {with some EXGEEpS 12% fines) GC MIXTURES COARSE GRAINED _ SOILS ARE or I MORE THAN 7 CLASSIFIED A5 SANDS CLEAN gV,� WELL GRADED SANDS, GRAVELLY SANDS, FOLLOWS: Cu = (p80 ! p10) greeter than 8 LITTLE OR NO FINES Ce = (D30=)110 - DI between 1 and 3 SANDS ;Mara Than Half More Then Half Conroe Grains (little or no SP POORLY GRADED SANDS, GRAVELLY SANDS, < 5% Fine Grained, M NOT MEETING ABOVE REQUIREENTS by Weight Larger Smaller Than Na. fines) LITTLE OR NO FINES GW, GP, SW, SP Than No. 200 4 Slave) ATTERBERG LIMITS BELOW Sieve DIRTY SM SILTY SANDS, SAND -SILT MIXTURES > 12% Fine Grained: "A" LINE SANDS -- GM, GC, SM, SC CONTENT OF with P,I,LESS THAN 4 FINES - ATTERBERG OMITS ABOVE (with some 5 to 12% Fina EXCEEDS 12% SC CLAYEY SANDS, SAND -CLAY MIXTURES Grained, use dual "A" LINE fines) symbols with P.I. MORE THAN 7 Liquid Limit INORGANIC SILTS, ROCK FLOUR, SANDY Sll TS _ _ SILTS K 50% ML OF SLIGHT PLASTICITY 60 (Below A -Line on Plasticity Chart, PLASTICITY CHAR4CH A- ins FINE-GRAINED Negligible Organic) Liquid Limit INORGANIC SILTS, MICACEOUS OR FOR SOIL PASSIN 50 SOILS > 50% MH DIATOMACEOUS, FINE SANDY OR SILTY SOIL o NO. 40 SIEVEOH INORGANIC CLAYS OF LOW PLASTICITY, 40 �- - CLAYS' Liquid CL GRAVELLY, SANDY, OR SILTY CLAYS, CLEAN 0 (Above A -Line on 0%lmit CLAYS Z Plactiaily Chart, 30 Negligible Organic) Liquid Limit CHINORGANIC CLAYS OF HIGH PLASTICITY, FAT> )/OL 50% CLAYS 20 More Then Half a — by Weight Smaller Liquid Limit ORGANIC SILTS AND ORGANIC SILTY CLAYS OF MH or OH Than No 200 ORGANIC SILTS -50% OL LOW PLASTICITY 10 — Slave 8 CLAYS 7 pL r ML' _ (Below A -Line on 4 Mactieily Chart) Liquid Limit OH ORGANIC CLAYS OF HIGH PLASTICITY 4 { >50% 0 10 20 30 40 LIQUID 60 70 BO 90 100 410 LIMIT (%} HIGHLY ORGANIC SOILS PI PEAT ANO OTHER HIGHLYORGANIC SOILS SOIL PARTICLE SIZE GENERAL GUIDANCE OF SOIL ENGINEERING PROPERTIES FROM STANDARD PENETRATION TEST (SPT) U.S. STANDARD SIEVE FRACTION Passing Retained SANDY SOILS SILTY & CLAYEY SOILS Size Size Slave pnM) Slave Blow Counts Relative Density Friction Angie Blow Descriptlon Counts Unconfined Strength Description SILT I CLAY #200 0.075 N % ¢, degree N qu, lsf $ 0.4 0-15 Very Loose < 2 < 0,25 Very soft FINE #40 0.425 4200 0,075 4-10 15-35 26-30 Loose 2 - 4 T25 - 0.50 Soft MEDIUM #10 2 #40 0,425 10-30 35-65 28-35 Medium Dense 4-8 0.50-100 Medium Stiff COARSE #4 1 4,75 #10 2 30-50 .50 65-85 85-100 36-42 38.46 Dense B-16 Very Dense 15-30 1,00.2,00 2,00-4.00 Stiff Very Stiff GRAVEL FINE 19 #4 4.75 > 30 4,00 Hard COARSE 75 19 Adgffiblkk COBBLES 76 mm to 203 mm -- Group Northwest, Inc. - BOULDERS > 203 mm Geotechnical Engineers, Geologists, 8 Environmental Scientists ROCK > 75 mm FRAGMENTS _�--_ 1324D NE 20th Si Suite 12 Bellevue, WA 86045 Phone {425) 649,8757 Fax (425) 649-8758 PLATE A'I ROCK >D,76 cubic meter in volume 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOGGED BY GW TEST PIT NO: TP -1 LOG DATE: 4/15/2009 GROUND ELEV. 396 ft 41 - DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS/ COMMENTS SM Silt' SAND with gravel and organics, dark brown, loose, damp (topsoil with g Sl 14.0 Probe 6" --------------------------------------------------------------- SM driveway gravel at surface). Silty SAND with gravel, red brown, medium dense to dense, damp Probe 2" 2 SM (weathered glacial till). --------------------------------------------------- SI 19'7 Probe I" .Gravelly SAND with siltl and cobbles, 11. gray, dense, damp (glacial till). S2 10.4 Total depth = 2.5 feet SP 4 Probe 2" Total depth = 3 ft 8 4 B 8 8 TEST PIT NO: TP -2 LOGGED BY GW LOG DATE: 4/15/2009 GROUND ELEV. 399 fl �/- DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS! COMMENTS SM Silty SAND with gravel and organics, dark brown, loose, damp (topsoil/ fill). Probe 6" --------------------------------------------------------------- SM Silty SAND with gravel, red brown, medium dense to dense, damp. SM Silty SAND with gravel, tan, very dense, damp (glacial till). T _ SI 19'7 Probe I" Total depth = 2.5 feet 4 8 B QW Group Northwest, Inc. Geolachnical Engineers, Geologists, h Envronnantal Sclenhsls TEST PIT LOGS - PROPOSED 7 -UNIT APARTMENT BUILDING 12228 SE P>TAOVITSKV ROAD RENTON, WASHINGTON JOB NO. G-2871 DATE 4/16/2009 PLATE A-2 LOGGED BY GW TEST PIT NO: TP -3 LOG DATE: 4/15/2009 GROUND ELEV. 397 ft +1 - DEPTH ft, uses SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS/ COMMENTS — SM Silty SAND with gravel, It, tan/ gray, dense, damp (rill).Probe — — _ _ — — — — — _ — Probe 2 ft SNI Silty SAND with gravel and roots, brown, loose, damp (fill). S1 20.0 2 SM Silty SAND with gravel, yellow brown, medium dense to dense, damp. __ _ _ native topsoil Probe 1 " SM Silt.y SAND with gravel, red brawn, loose to medium dense, damp to wet S2 19.1 Probe 0 (weathered glacial till). f rube 6" 4 Silty SAND with gravel and cobbles tan/ brown, dense, damp (glacial till). sl 25,5 SM B Probe 2 , Total depth = 4.5 ft 8 Seepage encountered at 3.5 ft 8 8 LOGGED BY GW TEST PIT NO: TP -4 LOG DATE: 4/15/2009 GROUND ELEV. 395 ft +/- DEPTH ft. uses SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTSI COMMENTS — SM Silty SAND with gravel, It, tan/ gray, dense, damp (rill).Probe — — _ _ — — — — — _ — 2" S1 20.0 2 SM Silty SAND with gravel, yellow brown, medium dense to dense, damp. Probe 1 " SM Silty SAND with gravel gray, very dense, damp (glacial fill), — S2 19.1 Probe 0 Total depth = 3 feet 4 B , 8 Group Northwest, Inc. Geotechnical Englneers, Gaologiats, a Environmental Scientisla TEST PIT LOGS PROPOSED 7 -UNIT APARTMENT BUILDING 12228 SE PETROVITSKY ROAD RENTON, WASHINGTON JOB NO. G-2871 DATE 4/16/2009 1 PLATE A-3 SCALE: I inch - 20 ft. 20 0 10 20 ( IN FEET } MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S.C. BASIS OE BEARINGS WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. `3 BEARING N01' '04'1 900 0 � 0A1 I •, --------_ r APARTMENTS MINT . 96 1E - /f T ,MAIL BOX % BLDG F, ! L- t --J'LO�WJE_RJ SITE INFORMATION: 01 )'-% / Z///A Z / I / / OW ��m l VLADIMIR DROFIAK SANITARY SEWER MANHOLE 15012 SE 253RD PLACE DEVELOPER COVINGTON, WA 98042 STORM DRAIN CATCH BASIN 206-351-'9289 ENGINEER: ANSTEY ENGINEERING TRA SFQR MER POWER N 8627 NE 180TH ST. CABLE TV RISER BOTHEL, WA 98011 UTILITY POLE ANCHOR 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES POWER POLE WITH DROP P.Q. BOX 3488 POWER POLE WITH DROP&TBOX RENTON, INA 98056 POWER POLE WITH DROPLIGHT 1739 PARCEL No.: PARCEL 073900-0055 ACREAGE: 19,889 SFt, 0.45 ACRS± PROPOSED USE MULTI FAMILY (7 UNIT APPARTMENT) SANITARY SEWER SQOS CREEK SEWER&WATER DISTRICT WATER SOOS CREEK SEWER&WATER DISTRICT SCHOOL. DISTRICT RENTON No. 403 ZONING MULTI FAMILY DENSITY 10-20 DU/AC TELEPHONE owEsr coMrnuNicaTIoNs DEVELOPMENT STANDARDS RMC 4-2-110F (RM -F STANDARDS) APARTMENTS f' OFFICE Z Z z 90Q\OQ %n N 60 30' E WATER POWER PUGET SOUND ENERGY EIRE ISTRICT K.C. FIRE DISTRICT No. 26 f NATURAL CCAS PUGET SOUND ENERGY AST CABLE TV COMCAST l ALLOWABLE LOT COVERAGE �39B— BUILDING 35% IMPERVIOUS SURFACE MAX 75% L -bETENTION-VAULT p p E PARKING REQUIRED 14 PARKING SPACES MIN. GRA ACCESS LEGAL DESCRIPTION: LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBER 9002051035). NOTES: 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL ---332 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. 2. CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE, ORDER No, 1278399, DATED FEBRUARY 2, 2009 WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY SHORT PLAT, WHICH ACCORDING TO SAID SHORT PLAT CERTIFICATE I -S SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED REC. No. 4349507. B. RESTRICTIONS IF ANY SET FORTH IIN OR DELINEATED ON THE PLAT OF BENSON HEIGHTS. C. RESTRICTIONS IF ANY SET FORTH IN -OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT REC. No. 9002051035. D. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS IN DEED REC. No, 8509051041. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. - CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD 'TOPOGRAPHIC SURVEY PERFORMED BY GSS IN DECEMBER OF 2009. i I• � .� � � j' G: � _ F OHP OHP OHP----- �-_ __--- C.O.R. BENCHMARK No.1969 ELEV. = 398.251 DATUM NAIL IN TOP OF METAL PIPE IN CASE NAVD88 AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 ,wtljxj p 'g°o, 0 g � 0 L0 f n i > EX. W DI CUL IE -392.45 - VICINITY MAP SCALE: NTS LEGEND ® SANITARY SEWER MANHOLE STORM DRAIN MANHOLE [gyp STORM DRAIN CATCH BASIN -{ EX. CULVERT TRA SFQR MER POWER N Q CABLE TV RISER E— UTILITY POLE ANCHOR -0-- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROPLIGHT -OHP- OVERHEAD POVER EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT ® WATER METER WATER VALVE WOOD FENCE (WDF) -x—x— CHAIN LINK FENCE (CLF) EX. ROCKERY ` EX. PAVEMENT -�° EX. GRAVEL - _. �-�--- _ EX. CONCRETE 00" h FIR TREE t CEDAR TREE Ai nFR CB TYPE I RIM=393.79 IE(W)=390.71 IE(E)=390.75 PORTION OF: SE 1/4, SW 1/4, SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 4 k L I NOTES: ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CONSTRUCTION, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY DUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. ** SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQUIPMENT, SEWER HOOK-UPS AND OFF-SITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIFE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANTS, FIRE LANE ACCESS AND FIRE EXITS. ** THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, GUTTERS, SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS, WATER SERVICE, SANITARY SEWERS, SIDE SEWERS, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ** NO NEW OIL HEATING SYSTEMS WILL BE ALLOWED IN THE AQUIFER PROTECTION AREAS. ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL. riMll_i I 1, . omp X.. I—. . 111 X.., M-1 , 1'"''I'l offl" OWNER/ VLADIMIR DROFIAK w----�--' 15012 SE 253RD PLACE COVINGTON, WA 98042 4 CHAINLINK FENCE 206-351--9289 ENGINEER: ANSTEY ENGINEERING -:---r�rr-ll m 8627 NE 180 -FH ST. .1-1. BOTHEL, WA 98011 - 208-303--7839 SURVEYOR: GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 PARCEL No.: 073900-0055 L Address.: 12228 SE Petrovitsky Rd., Renton, 98058 2.- r ,-PA v 8" MIN, THICKNESS OF 2"-4" QUARRY SPALLS 1" MINUS WASHED ROCK 111 6" PERF. PIPE I'1 f--- 6:1 BATTER AAX. �/�, �// , /11 ��), APARTMENTS /11 , f f ZZ /// 1 I I GRASSED MODULAR G ID PAVEMENT 853 S.F. \ I V/ 7 -,.y Y 1.: i i t , . I MAIL aX; 4 r _ ! • t -•; BLDG � �< . �' '��_ I !'t I f / L - • <' " _- . r- �\ POWER &6� x`S, 04 ` OA/ 18 /-/�/O, .1 P(l �/� !fi) /Al f 1 All APARTMENTS J !7 k Z/Z��f r ,Itk Fi t �{ � _ _ __ _ / =� VAULT _�� /� �' I II _j ANSFORMER ;/ % = - , '� r _ =. l� 6 _H_. SPLIT --FAC - 404......: ,;,` { T<C�A U ¢ �IVA4, I" .". f i ` QD ` ,q qua I a ,a pp z - I / nA 9° �� , n f l A/a t CWiTF a \ e % - /// _>// � �/ r , Ir��i/ ` 4 4, T 6„ \\\ .�Fa___�_ \ -' ,r r .., -'d `\ I PA FILTER FABRIC Y LIMITS `--,-""`�-*"-- -:,. \ \3 ONLY } EXCAVATION .... .le . . ;�",.-z, ,__ " '� \ j`Llej i :; .:._..'�_ ,_�_-,QM.,,;,-- � 1, � \ "....".."ll ""��...�'I'l",�.--..--�l-";".,�.'�*-'-...�l",:-fl"l-r"�--i�.".'..*,-.'-z�,'�l-.'*,�."'-..�-T.:, NOTE: 1. PERF. PIPE WITH WASHED ROCK ' ` I . . . / r AS NEEDED FOR SUBSURFACE WATER. .:: ca 0 8 I 3 /� 9 �- jI 0) 1 ___j t-) I I L D7E-TE TION T ROC1171 FAICING, CUT SECTIONL,394'__�_GRA E aCCE11 I--�' I l,, NTS ) - 4,. U I IF, 9.6 11 .r.._ ^ - _ Al - V/. ;: q,. -. fi "_., . W -�- � U%*J.,. - I � -I' i--t"o- -, ..- � 16' WOOD FE�I.CE404.�.7 ,. < �. __ __ . 46 __ I _llr____�l ____ - � N x / 398.1 400 o 399 40n x.- -,e X,a, �:�.r _ f --ds - � a ,y -.4..-a �axe; - s i x � / Ips' - a`�•{ q fiOD s,fy��C,�yrt�J,�r-' t-%.-.. '•:7 . i. _ ..'r _� b r .�-• ��.;'�. '��rs h,.G`-ro � �'�x€ .� d >� i,"s• „t r� '• ' al..�' `4.:7 - � r'°. W-'f,]'� c - � Q3 /// n4 '' "� °«: 11 _ --�r_ _ - _ tfi'k�,d'R,`°t'N" s,1.z `!'''"''s:s t :44 tis:>°- -' '�',•+rE.. ¢''.q _''; ! 11 r Awr v,n3a .9�'� - COACT _ -_. _ - N_- .. ...... _ _ .. _... /Z\ } 4 ! • ............... .... ..- . . . . . . . . _ . . . . , _ _ , _ - p� f// /// « r- a m a J f I'llT.:. 397•....... -...'. ................ _ ..._,_-• _..:, ..-. - - _-_•_,___•:.. _.._._,_._.__:. ._.,._._.,._.- ._._._._.i�j. . r� . / _x_1,2% N, . ..•...... . - 397:1_V .:.:.:.:.:.:........... .....-.... _ _ -_ _ - • _ .. ' T- / ASPHALT".PAVENCENT -,5 3 3Jfi. 96A. ,7.'_'.-- .'- -- •-- . - -� . - - - �_ 'i -r Lin/ // --'•'•A -- .-.-_-----}---•._...---.._ . -�-''- :- - - -_. ..............`�,. _--�_- .-- --�°- .�' _ _ , --39.6:6' • f1F -- -. _:;:5-'`.._...... ........-- --------------- -•-- - C��/�/}� 9 5 . _.... ASRL1ALi". 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PAVEMENT 4 t•• �e .l lA_ J} EX. GRAVEL .. .r I < _ - . '< I EX. CONCRETE Lit'• - , 4 _ I-1 R TREE t 4' CEDAR TREE %NQYl ALDER NEW PAVEMENT GRASS PAVERS CB TYPE I RIM -393.79 IE(W)=390.71 IE(E)=390.75 ;�hcc i osvucx: SHEET TITLE 1 OF 9 CIVIL SITE DESIGN 2 OF 9 T.E.S. C. PLAN 8F27 NE 180th St.lL_'lp��It�, PH(�NF: ('06) 303-7639 CLIENT: a C� VLAT"IMIR DROFTAK � A � � 3 � TE D FAX: (425) 486-026? isoiz s�: zssrzo ��_ac EMAIL benanstey@juno-com cov'Ncrozvs WA 98042 City of Renton Planning Division FEB -° I 2' �cc��uVr DD w----�--' =X GAS '- -; 7 ''tir 7 4 CHAINLINK FENCE -:---r�rr-ll m -TT A- .1-1. _:,-..�:_r,• __ :k. =: ��=�'r - -Lj,: ,kI < -E . G . . C -[•' . i •_ t ! • s _ _� - _ _ - 5 - 4 '` G 11 !_4� ,7 1- s G <. -. .. r < -_._--...-. POWER RIM=392.30 6_ VAULT IE(N,S)=389.37 � GB TYPE I I RIM=392.37 ,�_.�_ _ _ =_ -_-- -, - w<-- . ----�-- I z L� - f -<- . T . r 1 /' i I <' . . . � . I : V4 . . 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[ - < 1 L L - { - - - 1 - �,� C _. <. - a _ -iit - 4 r L C !• • CZI < ' f ! 4 , < L �� «...•rr .- L G t ! _ L ! i C _ _ - 7 -1 L _ ! . L S. < - i _ L ! [ _ _ . l • 3 'C L,I'll.. C _ - f 1 I t {_ < -G . _ I r _ Vit. •t •<� Y. _ - . _ ., _ . • - < '-t - t C ` G J � _ <______:_ _ 1 __ ..� 1 , ' ,V. t ;l , L, ' , • . L t - _ . " • k ' I ' t L . r t , . < 7 . � - , 1- <" L _ _ - r < • [[11 - !1t ...- ��--'- "_'.'-'_ �_,,�-+" ' ' i _ ! I . - 5 : L • • . T ` - �- . f - - < ' k • i t 1 . - _ ' L - _! . C , � , t <a; - .^ �..,.., _•---�--•-••^.^-_ V � -__�_----•'^__,.,.--a...... ',./ 1' �•^�,Y.' ..r••---^'_'"" n. m I. ��_ '__� NOTE: CALL I-800-4 -5555 BEFORE YOU DIG 1.4 - REVISIONS Nor• I DATE PREPARED BY SHEET TITLE VICINITY MAP SCALA: NTS � -4 Q.- � i SANITARY SEWER MANHOLE s-roRM DRAIN MANHOLE D STORM DRAIN CATCH BASIN --< EX. CULVERT Fml PO'JVER TRANSFORMER ❑T CABLE TV RISER - UTILITY POLE ANCHOR --0- UTILITY POLE + POWER POLE WITH DROP 0 POWER POLE WITH DROP&TBOX fx POWER POLE WITH DROPLIGHT -OHP- OVERHEAD HEAD PAVER _cF EXISTING SIGN ❑ TELEPHONE RISER Mg MAIL BOX FIRE HYDRANT ® WATER METER m WATER VALVE WOOD FENCE (WDF) -x-x- CHAIN LINK FENCE (CLF) EX. PAVEMENT 4 t•• �e .l lA_ J} EX. GRAVEL .. .r I < _ - . '< I EX. CONCRETE Lit'• - , 4 _ I-1 R TREE t 4' CEDAR TREE %NQYl ALDER NEW PAVEMENT GRASS PAVERS CB TYPE I RIM -393.79 IE(W)=390.71 IE(E)=390.75 ;�hcc i osvucx: SHEET TITLE 1 OF 9 CIVIL SITE DESIGN 2 OF 9 T.E.S. C. PLAN 8F27 NE 180th St.lL_'lp��It�, PH(�NF: ('06) 303-7639 CLIENT: a C� VLAT"IMIR DROFTAK � A � � 3 � TE D FAX: (425) 486-026? isoiz s�: zssrzo ��_ac EMAIL benanstey@juno-com cov'Ncrozvs WA 98042 City of Renton Planning Division FEB -° I 2' �cc��uVr DD il EROSIONJSEDIMEN'll-ATION CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSIONISEDIMENTATION CONTROL PLAN (TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS. CHANNELS, RETENTION FACILITIES. UTILITIES, ETC) 2. THE IMPLEMENTATION OF THESE TESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESCP FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTICONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANTICONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 4. THE TESCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE TESCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE TESCP FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS AND AS THE CITY REQUIRES 6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANTICONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION 7. ANY AREA STRIPPED OF VEGETATION. INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF TWO (T2) DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESCP METHODS (E.G. SEEDING, MULCHING. NETTING, EROSION BLANKETS, ETC,) GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OCTOBER INCLUSIVE. 8. ANY AREA NEEDING TESCP MEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS, 9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 49 HOURS FOLLOWING A STORM EVENT AND AS THE CITY DEEMS NECESSARY. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY STANDARDS, SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31ST, ALL PROJECT DISTURBED AREAS THAT ARC TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH. SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION DETENTION FACILITY USED ASA TEMPORARY SETTLING BASIN SHALL HE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE), IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE (E,G, ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF THREE (3) INCHES OR 3,000 LBS/ACRE. 16. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE CITY REQUIRES, THE PERMITTEE SHOULD ANTICIPATE THAT MORE TESCP MEASURES WILL BE NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MINIMUM WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE ADDITIONAL FACILITIES, OVER AN ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS. 17. FILTER FABRIC FENCE SHALL BE USED WHERE NOTED ON THE PLANS OR AS DIRECTED BY THE CITY. (SEE STANDARD DETAIL AND INSTALLATION NOTES IN KCSWDM). AS PER KING COUNTY ROAD STANDARDS, DRI VE WA YS SHALL BE PA VED TO THE EDGE OF R- O-- W PRIOR TO INS TALLA 71ON OF THE CONSTRUC77ON ENTRANCE TO AVOID DAMAGING OF THE ROAD WA Y I T IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD GRA VEL CONS rRucrioN ENTRANCE NOT TO SCALE JOINTS IN FILTER FABRIC SHALE. BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR r-^ l I I L f A 1 r"A 1r 'Ch A 'r -r A ^1 1 r- A :11••31 /1 T!1 1'1I%c,*T-c+ POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x2" BY 14 Ga. WIRE C�` EQUIVALENT, IF STANDAF STRENGTH FABRIC USED FILTER MINIMUM 417x4" TRENCH-" BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT STABILIZED CONSTRUCTION EIV TRANCE MAINTENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE" PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE EN TRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PA VEMEN T, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE S7REET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLA77ON OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED IM'TH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. AN Y SEDIMENT THA T IS TRACKED ON TO PA VEMEN T SMALL BE REM0 VED IMMEDIA TEL Y BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFEC77VE AND THERE IS A THREAT TO PUBLIC SAFETY. IF NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP .SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON 4. ANY U E a THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5 IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONS TRUC TION EN T RANCE(S), FENCING (SEE SEC 77ON D.4.1) SHALL BE INSTALLED TO CONTPOL TRAFFIC. i MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. J 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. i SILT FENCI.ElI N.T.S. 0'�39 00 / o a O,V 1 ,56 _______--_ 2 AF' `98 �fI I " • �, APARTMENTS / MAIL BOX; �+ . 7 i f/ < : BLDG ` < ✓ ////// / PO WER VAULT/zz L ANSFORMER T CLEARING LIMIT { -o6l r , '0e t 07 T j i oOD / F 0 SILT FENCE �-395.5 i _r j 2x4 EL= 397.5 TOP OF BOARD .1 1 S I ss ..:., I.-- N S r - ._ G k � l� GY: IY• L� ..._+.__..:... ��--•'---.a ;_ =....__.__L .mow. ,�� ' <• 1 ' / L 1 •` L - UTILITY POLE ANCHOR TO- � POWER POLE WITH DROP POWER POLE WITH DROP&TBOX L _ �•a<. c - '. - - ... ...... ... .. . .......: .... . ..::: (. - : �: ::...... - ..' � �•`� -.- '�� k'.I i.1k,J-~ �C'.'. F" -S , �..a 3 :A -_hA'�-4 .... � . _ t-..._ CO \ 14„ /!LLT FENCE �--- / LIMIT CLEARING Lo 1.2% \ 9� \ � °o O � \T T_* � / _tiY. `_ P R P.0 O \ , FAKTN�EN S GRAVEL TO BE REMOVED AND -PLACED WITH GRASS FOOTPRINT ARE 391Sp± 3 T R Y FF = 1.0 6" PVC ROOF ANDA-nNG DRAIN 8 �U N ITS - - - :.1y`"`t•�• ::`:3 t .:`. _ ;rte G ix•' it ��, �Y�'�•-"�• - ..�;, �f:c�....�; t;,�f:, :•iti'ti / :0 ids NSTUCTI N - EX. 8 DI CULVE V°` Yq� IE -392.45 ,� - _ STALL NEW TYPE 1 CB RIM -394.0 o - _ �•.= PROVIDE CB PROTECTION _..., �� - _A_ =r°•= 15.6LF S"DI @ 6.05% :n V I1 S VU _ - a:t.`� CB TYPE I '.'. .�•�s��.�i-��ay J 'r RIM=392.30 M.a~i- - +4T. •'i.•. -v POWER IE(N,S)-389.87 w ..f:i• ::. �'< VAULT X GAS CB TYPE I RIM -3 .37 •�. •'11 Lk' _ "S� -T.3{ - [q < •' !- 1.. , _ _f 1,T.}C L !-_ / ! 1• � <, k L L-! 40 �.. t : N S T G k N G r E < 1 < .f CABLE TV RISER LL - - �. ...l, UTILITY POLE ANCHOR TO- � POWER POLE WITH DROP POWER POLE WITH DROP&TBOX i k + � L -LLLUL • • � C •7 � 1. < ,• L • L � •. f < i Iw ' ! '. � -• < _ , I 1 1_! _L< _ < � - f :l <k L CG' _ f. �' ,7 ��k< t L •!, f•• < - WATER VALVE �•._. 4 i I• WOOD FENCE (WDF) •_Y1 k_. I•k L _.. /; S 'L F '•1'�'" t. _ , /1 t C1• 11 ,<L _ X/• !• .. L- �• -'C. ,, 1� __ 1 1 _ C ! G C •! < tit EX. GRAVEL EX. CONCRETE -1 J 001 P CEDAR TREE k • L'- ! L - - h,� v .-�_... -.T�,� Q I i A a N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA X801 1 PHONE: (206) 303-7639 FAX: (425) 486-0267 EMAIL: benonstey@j*uno.com PROJECT: D11 .-A) 'F�\��OFYA'r\""" APARTMENTS. CLIENT: VLADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, INA 98042 206-351-9289 SHEET TITLE T o E o 0 o :...... < f l - L 1• • 1 - 1 _ r• LEGEND S SANITARY SEWER MANHOLE ❑[� STORM DRAIN MANHOLE Q STORM DRAIN CATCH BASIN - -� EX. CULVERT - ❑ POWER TRANSFORMER ❑T CABLE TV RISER --- UTILITY POLE ANCHOR TO- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROPLIGHT -OHP- OVERHEAD POVER _E EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT ® WATER METER D4 WATER VALVE WOOD FENCE (WDF) X• -----x-,--' CHAIN LINK FENCE (CLF) EX. ROCKERY EX. PAVEMENT EX. GRAVEL EX. CONCRETE 1 Lt4'• h FIR TREE CEDAR TREE ALDER CB TYPE I RIM=393.79 IE(W)=390.71 IE(E)=390.75 DATE 7/2709 SCALE 1 ) =203 DWO SITE "'0 AE08--51 DRAWN BY BPA APPROVED A SHEET 2_6F -2 City f Renton Planning Division FEB - I 2010 k� LET, t \ D � V/ r;= D MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S. C. BASIS OF BEARINGS WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. BERING N01 °04'15"E ".... m,!''qII illi T -, .... . iiii , qw, .. A 1.1 ... 1''' , HAIR ILI; 20 0 - OWNER/ VLADIMIR DROFIAK ,`�— - lrn"m*-% m ,,A t•. C:z :> 150'l2 SE 253RD PLACE F=>C>R-FlC>N C:>F=: E3E:—: 11A4.y COVINGTON, WA 98042 1/d47 �SE_=C�. f 206-351-9289 ENGINEER: ANSTEY ENGINEERING ❑T 8627 NE 180TH ST. E-- BOTHEL, WA 98011 -O- 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES -., . P.Q, BOX 3488 w RENTON, WA 98056 —OHP- 425--299-1739 PARCEL No.: 073900-0055 ,SRL, Address.: 12228 SE Petrovitsky Rd., Renton, 98058 ACREAGE: 19,889 SF±, 0.45 ACRS± PROPOSED USE - MULTI FAMILY (8 UNIT APPARTMENT) SANITARY SEWER SOOS CREEK SEWER&WATER DISTRICT SOOS CREEK SEINER&WATER DISTRICT DISTRICT RE N TON No. 403 MULTI FAMILY (RM. ---F) 10-20 DU AC Q WEST COMMUNICATIONS ND RMC 4--2-11oF ( RM�-F STANDARDS) S N ENERGY PUGET SOU D K C.FIRE DISTRICT No. 26 PUGE'I" OUND ENERGY CABLE TV COMCAST ALLOWABLE LOT COVERAGE 4 BUILDING 35% IMPERVIOUS SURFACE MAX 75% PARKING REOUIRED 14 PARKING SPACES MIN. NOTES 1 , CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD (MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL -332 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. 2. CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE, ORDER No, 1278399, DATED FEBRUARY 2, 2009 WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY SHORT PLAT, WHICH ACCORDING TO SAID SHORT PLAT CERTIFICATE IS SUBJECT TO..THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED REC. No. 4349507. B. RESTRICTIONS IF ANY SET FORTH IIN OR DELINEATED ON THE PLAT OF BENSON HEIGHTS. C. RESTRICTIONS IF ANY SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT REC. No. 9002051035. T FILLS IN E SARY SL OR ILL c AK NEC PES FOR CUTS S O D. RIGHT TO E DEED REC. No. 8509051041. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL. FIELD TOPOGRAPHIC SURVEY PERFORMED BY GSS IN DECEMBER OF 2009. E-. ,:..... :.- :::.. lm Li I I lm irmwn 1 I I ,`�— - lrn"m*-% m ,,A t•. C:z :> N F=>C>R-FlC>N C:>F=: E3E:—: 11A4.y SW 1/d47 �SE_=C�. f , R �/l �/�l s Ail /I ��ll APARTMENTS /I II I _ __z_/ j 0, �3 __ , 19 0a, 00 L-) 771�f/E f I //n{iV�/ f^I / / ' _ �`' � I I GRASSED MODULAR G 1D PAVEMENT 853 S.F. \ I I r--M _, V I _�_ r ,c <- I APARTME &�_ � Ilse � �v ��,&f- /0 /� 98 . m1al W, w 1. 'l4'w'- 0D*!t 1 ►. , : LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING T.0 THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO DING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBER 9002051035). � 1 ) /�)/�,/ I- ____ /�__ / I I I . 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'4 t I G •L: J :<.-4 J �}��© r'� (h �-.., __.,,.-_.._ OHP v"�-��.•-'_ ,' - L• . J < • , Z !-- • .1 IS . • i _ L . , .� . .. i ; < t t ------ \i111-.,..-- —. ---•— `'J�`iT- �- --. _....W.......• •_..�---�""^.'�`.: < _ a; j€�. a,.....�.$..,r'- _.. -- t ---..,--43W _===__-'.._"'---'". ` _ { # -- - - - �r1 -- _ - � urr /^� '__� BENCHMARKS � C.O.R. BENCHMARK No.1969 ELEV. = 398.251 DATUM NAIL IN TOP OF METAL PIPE IN CASE NAVD88 AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 <' L' 7 . ! <.. K L f . 7 - t < ,- <,. ' .G F. I S j/ VICINITY MAP SCALE: NTS 1-9 . . . . . . . . 11 . 1 C � : 94 -- SANITARY SEWER MANHOLE t w' e _ STORM DRAIN MANHOLE © STORM DRAIN CATCH BASIN ---< EX. CULVERT 0 POWER TRANSFORMER ❑T CABLE TV RISER E-- UTILITY POLE ANCHOR -O- UTILITY POLE POWER POLE WITH DROP -., . POWER POLE WITH DROP&TBOX w POWER POLE WITH DROP&LIGHT —OHP- OVERHEAD POVER -u- ExISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT m WATER METER ATER ALVE W V --a-- WOOD ( FENCE WDF ) X ----x--- -CHAIN LINK FENCE (CLF) C:CT_- W EX. ROCKERY .:. . X. PAVEMENT E EME -- t w' e _ EX. GRAVEL ' • r !. 7 L •- 'z• • T Ex. CONCRETE .. r d Lir — L. y t FIR TREE �k il% CEDAR TREE ALDER -., . N AV NT EW P EME GRASS PAVERS CB TYPE I RIM=393.79 IE(W)=390.71 IE(E)=390.75 City of Renton Planning Division FED - 1 2010 G-3L�GC�WED VICINITY MAP MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91, PER K.C.S. C. BASIS OF BEARINGS WEST LINE SE 1/4, SEC. 28, T -23N, R -5E, W.M. BEARING N01°04'15"E SITE INFORMATION: ..., OWNER/ VOLODIMIR DROFIAK 1 s010 cP_ ')s'�an Pi ars SURVEYOR: PARCEL No.: PARCEL Address.: ACREAGE PROPOSES USE SANITARY SEWER WATER SCHOOL DISTRICT ZONING DENSITY TELEPHONE DEVELOPMENT STAND POWER FIRE DISTRICT NATURAL GAS CABLE N COVINGTON, WA 98042 206-351-9289 ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7039 GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 19,889 SFf, 0.45 ACRS± MULTI FAMILY (8 UNIT APPARTMENT) T R DISTRICT SOOS CREEK SEWER&WA E D 0 S CREEK EWERBeWATER DISTRICT S 0 S I T RENTON No. 403 MULTI FAMILY (RM -F) 10-20 DU/AC -__/_ --- oHP OHP - --_ OWEST COMMUNICATIONS ---T-'-- , --7; ._7 7 ____7- < I ... � [ - < i �. . t L - -k - _1. pr I �- 1 1..- < ARDS RMC 4-2-11OF RM -F STANDARDS i ' C } L < ! - L • -.:Y...::M1:.c. y:..: - _ :. .. .... . -.. ...: - '.i'.: :..r -.: PUGET SOUND ENERGY °` ::< <; ._... r.,,,:..:. :::.:.......:. xr' :...:..:: .. ::.::....:,.:.,:.::. �? < - K.C. FIRE DISTRICT No. 26 �? PUGET SOUND ENERGY ti r COMCAST: w ALLOWABLE LOT COVERAGE BUILDING 35% IMPERVIOUS SURFACE MAX 75% PARKING REOUIRED 14 PARKING SPACES MIN. LEGAL DESCRIPTION: LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PACE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBER 9002051035). NOTES: I �// 1 %E APARTMENTS / I r r 2/z/I _ , ..... � :11 .1. 1l....l., , " i . I'll- -I, �- . : ! - �� 901_0, ., �!�'' �F , , . ", I 1:; " �;n,' �i''IWI J d! , �,,, :!:� . k.>� � i�!, , , , t OF A PORTION OF BENSON HIEGHTS, THE SE 1/4 OF THE SW 1/4 OF SEC. 28, T-�23N., R -5E., WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON I Q I�'9 ! I �0 I �6 e,/V I/O �a/V 1 /�� 4_1 �. 18 � '_� .� - � //, illk I -� 9� L APARTMENTS / ' "t..'� F. , J . 1 i MAl 7 I BO t x ✓� % I I I I 1 I. I _• 1 BLDG I _< _-L' . . 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Fac ,, .. - ..,I �,- -�_ 2x4 _ ..a N S TU C T �1-, ._'r Z-L�.,,�,km....;-jr, !�,. -, , EL=397.5 :b�.%: - : _ - _ ;;,:a EX. 8 DI CULVE ` �` ,;,k�;tr.S` _ate :�� - -,'z: y. {• — q,:: 4 1E-392.45 TOP OF BOARD - - jl��f • ,� 1I�{ }� 3 .-,ice 4 - ��__= o 0' FRON�YAR�IBSBL -" --;}, -a,-µ '='t 15.6LF 8"DI 6.05% t - -- - — - ,, "1 , `':: :t /\ t . .:.I I :, ' 45-w - GA- % ": .: A i L. _ N `, a- .y ..:a.... ....... --:. ....- - t _ _ - R - - - S U LJ Y: :r' - �r' - - �IY:�.4 fv: '.4 .- Ii' I1 - - CB TYPE I 1 V 5 ::: S >E- •'r ;sem N5 - _.. -- - - RIM;392.30 L Y ?: - ss t' - _W:.: h, .... r. ,;.: _ F POWER F - kE N S =389.87 5 ss :';=.•` - VAULT { } =_ w =a t; w - <; �F SEX. GAS >Y. - :.y _ : ,'. 4' CHAINLINK FENCE - B TYPE :......: :;. x 7e..."z, :.:r-17 InF:��r :. c3l;_�__,�_�-.,'____�_ll- y RIM=392.37 ,-."i"—,..-.,�1.1�'�'�'ll-l'-�l'.�1-1",�"I'�"..'."."..i'�":,.-��'.-1"�l!"'�'�I _;.____- , —f 7( Inc : 7% _1 k ----- z- , . --- - r-� T 4 _ �� _ -q - -- ! . " _� � •i. , <• �. :, <1 , * < - r Z. Ic , - . .1.-< :1 L 16525'. .� i, , !. Lz , _� - , - "'; ,,, 11: . - ...:�_%...�.�� ., � .... �'._. I _ <. � ._,__�' < 1 .G 1..- - L�.; BUILDING COVERAGE: _ 19,889 S.F. TOTAL LOT AREA _ 3,910 S.F. BUILDING _ 20% BUILDING COVERAGE _._ - <- _ IMPERVIOUS SURFACE: --, 19,889 S.F. TOTAL LOT AREA _ 3,910 S.F. BUILDING _.... ... -..'.,- 4,420 S.F. NEW PARKING PAVEMENT l - 107 S.F. SIDEWALK (ACCESS PORCH) ...: ..'. _, .' ..... ...:... . .... .:. .. 8,037 S.F. TOTAL :::�:, :, :.:.... 42% TOTAL IMPERVIOUS COVERAGE COVINGTON, WA 98042 206-351-9289 ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7039 GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 19,889 SFf, 0.45 ACRS± MULTI FAMILY (8 UNIT APPARTMENT) T R DISTRICT SOOS CREEK SEWER&WA E D 0 S CREEK EWERBeWATER DISTRICT S 0 S I T RENTON No. 403 MULTI FAMILY (RM -F) 10-20 DU/AC -__/_ --- oHP OHP - --_ OWEST COMMUNICATIONS ---T-'-- , --7; ._7 7 ____7- < I ... � [ - < i �. . t L - -k - _1. pr I �- 1 1..- < ARDS RMC 4-2-11OF RM -F STANDARDS i ' C } L < ! - L • -.:Y...::M1:.c. y:..: - _ :. .. .... . -.. ...: - '.i'.: :..r -.: PUGET SOUND ENERGY °` ::< <; ._... r.,,,:..:. :::.:.......:. xr' :...:..:: .. ::.::....:,.:.,:.::. �? < - K.C. FIRE DISTRICT No. 26 �? PUGET SOUND ENERGY ti r COMCAST: w ALLOWABLE LOT COVERAGE BUILDING 35% IMPERVIOUS SURFACE MAX 75% PARKING REOUIRED 14 PARKING SPACES MIN. LEGAL DESCRIPTION: LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PACE 98, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBER 9002051035). NOTES: I �// 1 %E APARTMENTS / I r r 2/z/I _ , ..... � :11 .1. 1l....l., , " i . I'll- -I, �- . : ! - �� 901_0, ., �!�'' �F , , . ", I 1:; " �;n,' �i''IWI J d! , �,,, :!:� . k.>� � i�!, , , , t OF A PORTION OF BENSON HIEGHTS, THE SE 1/4 OF THE SW 1/4 OF SEC. 28, T-�23N., R -5E., WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON I Q I�'9 ! I �0 I �6 e,/V I/O �a/V 1 /�� 4_1 �. 18 � '_� .� - � //, illk I -� 9� L APARTMENTS / ' "t..'� F. , J . 1 i MAl 7 I BO t x ✓� % I I I I 1 I. I _• 1 BLDG I _< _-L' . . 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Fac ,, .. - ..,I �,- -�_ 2x4 _ ..a N S TU C T �1-, ._'r Z-L�.,,�,km....;-jr, !�,. -, , EL=397.5 :b�.%: - : _ - _ ;;,:a EX. 8 DI CULVE ` �` ,;,k�;tr.S` _ate :�� - -,'z: y. {• — q,:: 4 1E-392.45 TOP OF BOARD - - jl��f • ,� 1I�{ }� 3 .-,ice 4 - ��__= o 0' FRON�YAR�IBSBL -" --;}, -a,-µ '='t 15.6LF 8"DI 6.05% t - -- - — - ,, "1 , `':: :t /\ t . .:.I I :, ' 45-w - GA- % ": .: A i L. _ N `, a- .y ..:a.... ....... --:. ....- - t _ _ - R - - - S U LJ Y: :r' - �r' - - �IY:�.4 fv: '.4 .- Ii' I1 - - CB TYPE I 1 V 5 ::: S >E- •'r ;sem N5 - _.. -- - - RIM;392.30 L Y ?: - ss t' - _W:.: h, .... r. ,;.: _ F POWER F - kE N S =389.87 5 ss :';=.•` - VAULT { } =_ w =a t; w - <; �F SEX. GAS >Y. - :.y _ : ,'. 4' CHAINLINK FENCE - B TYPE :......: :;. x 7e..."z, :.:r-17 InF:��r :. c3l;_�__,�_�-.,'____�_ll- y RIM=392.37 ,-."i"—,..-.,�1.1�'�'�'ll-l'-�l'.�1-1",�"I'�"..'."."..i'�":,.-��'.-1"�l!"'�'�I _;.____- , —f 7( Inc : 7% _1 k ----- z- , . --- - r-� T 4 _ �� _ -q - -- ! . " _� � •i. , <• �. :, <1 , * < - r Z. Ic , - . .1.-< :1 L 16525'. .� i, , !. Lz , _� - , - "'; ,,, 11: . - ...:�_%...�.�� ., � .... �'._. I _ <. � ._,__�' < 1 .G 1..- - L�.; 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL -332 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. 2. CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE, ORDER No, 1278399, DATED FEBRUARY 2, 2009 WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY SHORT PLAT, WHICH ACCORDING TO SAID SHORT PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED REC. No. 4349507. B. RESTRICTIONS IF ANY SET FORTH IIN OR DELINEATED ON THE PLAT OF BENSON HEIGHTS. C. RESTRICTIONS IF ANY SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT REC. No. 9002051035, D. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS IN DEED REG. No, 8509051041, NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD TOPOGRAPHIC SURVEY PERFORMED BY CSS IN DECEMBER OF 2009. DOUBLE SWING GATE CHAIN-LINK FENCE MATERIAL tAll TI 1 tAlf-n_rI!-1 A I MAI\A C•1 R TC` C� SOUTHEAST ELEV. :ONC. CAP � SURFACE — —r----= — _ _-r..-._—.__,—�,--4—_-._:- --. �1. , - 4 c i i} '3 J L - ' G - C- C- j I K� t Y 1 i� I. - - C _ .'1 .-� - - 4 f \' _ G !' L - C { - - - !. ::.:::: . ..: .:._...-. ......., ._, _ STORM DRAIN MANHOLE _ STORM DRAIN CATCH BASIN _ _—__ _._ - <- _ _........ --, CABLE TV RISER _ _ - _.... ... -..'.,- UTILITY POLE l - . .' t_ 1 ...: ..'. _, .' ..... ...:... . .... .:. .. `.:i,.:,-...--... :. ,,:: ::: s S;:;;'':; :::�:, :, :.:.... .:_.:. ._. .. r. ! ... i •' < i -<--...:4.-- _ r `; 1 L - I - _ - <i L ,• C - e -f• _ - G- .T_______:7_ - I 1. L - F C - I L• L - L< - •L I. kl C :i - [ - f 1 _ _ i t iL- <' L - -� _ , i _ .l �y I tl• •, -cG f ,. L Y •. 1• • •I , , 1 f C --I _ 1 L L�. [ < 'i Ll - l L • - . f _ t S . I _ , G . _ 1 <I - , j - -G, .. I - J } 1 1- <L L - C4 - I < - t r ., <t {• •� L _'1 • - _ - •-�_- C t . L , L <: .- _ ,c _� - - L I f, • , --LI � L I �..._4 I. t. ! •i •L -. - • L- - I • �: I c 1 I t(,{iI-ti !. L. _ G t'' _ <- �1 .c_ — - - - -- _— t3 i —.__• _ fli-lP Ott?---- -- . 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL -332 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. 2. CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE, ORDER No, 1278399, DATED FEBRUARY 2, 2009 WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY SHORT PLAT, WHICH ACCORDING TO SAID SHORT PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED REC. No. 4349507. B. RESTRICTIONS IF ANY SET FORTH IIN OR DELINEATED ON THE PLAT OF BENSON HEIGHTS. C. RESTRICTIONS IF ANY SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT REC. No. 9002051035, D. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS IN DEED REG. No, 8509051041, NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD TOPOGRAPHIC SURVEY PERFORMED BY CSS IN DECEMBER OF 2009. DOUBLE SWING GATE CHAIN-LINK FENCE MATERIAL tAll TI 1 tAlf-n_rI!-1 A I MAI\A C•1 R TC` C� SOUTHEAST ELEV. :ONC. CAP � SURFACE — —r----= — _ _-r..-._—.__,—�,--4—_-._:- --. �1. , - 4 c i i} '3 J L - ' G - C- C- j I K� t Y 1 i� I. - - C _ .'1 .-� - - 4 f \' _ G !' L - C { - - - !. fl FIN A I £-1 n A r-3 �1> NORTH/WEST ELEV.. - DETAILS _-i-E .mlELEVATIONS AND______ -----------------�---�---------------- . .. . -------- __ - ... . I . .. ...... . . . ______ - - . ... . I .- . . . ... . .. . .. ... I I .. . . I I 8x16 SPLIT --FACE CMU BLOCK WALL (SIGHT -OBSCURING SCREEN WALL) COLOR TO MATCH SIDING TRIM OF BUILDING SURFACE LEGEND ::.:::: . ..: .:._...-. ......., ._, ....:.:.....:.._.'�: STORM DRAIN MANHOLE !I STORM DRAIN CATCH BASIN -. -- _.-... -.__.. .. ... _, _.- ..- .._ .. ...._ -_. .. .-,.. -... :., . ..... .... ... .... ... ... ... .-.. ... - ... _ .. __.... _.. ... .. . ... .. ... ... .._ .... . _ _..... ..- .-.-..._.....-. .... ...:., .:...... .'.. ...... ...., :.a POWER TRANSFORMER M CABLE TV RISER - UTILITY POLE ANCHOR t UTILITY POLE --_ SCALE: NTS POWER POLE WITH DROP 1� POWER POLE WITH DROP&TBOX ...l -� POWER POLE WITH DROP&LIGHT - - OHP OVERHEAD POV ER = EXISTING SIGN ❑ f MB MAIL BOX L i_ L 1 i ® f L h L` - _ J < 1 _ f t. CHAIN LINK FENCE (CLF) t • 1 L J 1 EX. PAVEMENT = '_, ~` ` . EX. GRAVEL ' <• . `.:' i•I'., EX. CONCRETE 4t__. • �. < _ J , ., r 1 .L �..._4 I. CEDAR TREE teli ALDER �, _— t3 i —.__• _ oHp ^� fl FIN A I £-1 n A r-3 �1> NORTH/WEST ELEV.. - DETAILS _-i-E .mlELEVATIONS AND______ -----------------�---�---------------- . .. . -------- __ - ... . I . .. ...... . . . ______ - - . ... . I .- . . . ... . .. . .. ... I I .. . . I I 8x16 SPLIT --FACE CMU BLOCK WALL (SIGHT -OBSCURING SCREEN WALL) COLOR TO MATCH SIDING TRIM OF BUILDING SURFACE LEGEND CB TYPE I RIM=393.79 IE(W)=390.71 IE(E)=390.75 City f Rr�� Flaming Division BENCHMARKS FEB - I 1010 C.O.R. BENCHMARK No.1969 ELEV. = 398.251 0 DATUM NAIL IN TOP OF METAL PIPE IN A �� NAVD88 AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 - _ _ - w _ _.- ,_ SANITARY SEWER MANHOLE STORM DRAIN MANHOLE !I STORM DRAIN CATCH BASIN EX. CULVERT Fm_l POWER TRANSFORMER M CABLE TV RISER E---- UTILITY POLE ANCHOR � UTILITY POLE SCALE: NTS POWER POLE WITH DROP 1� POWER POLE WITH DROP&TBOX w POWER POLE WITH DROP&LIGHT - - OHP OVERHEAD POV ER = EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT ® WATER METER N WATER VALVE WOOD FENCE (WDF) -----X x CHAIN LINK FENCE (CLF) EX. ROCKERY EX. PAVEMENT = '_, ~` ` . EX. GRAVEL ' <• . `.:' i•I'., EX. CONCRETE 4t__. • �. y , FIR TREE ,1-w 1� CEDAR TREE teli ALDER CB TYPE I RIM=393.79 IE(W)=390.71 IE(E)=390.75 City f Rr�� Flaming Division BENCHMARKS FEB - I 1010 C.O.R. BENCHMARK No.1969 ELEV. = 398.251 0 DATUM NAIL IN TOP OF METAL PIPE IN A �� NAVD88 AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 - _ _ - w _ _.- ,_ VICINITY MAP SCALE: NTS SITE INFORMATION OWNER I DEVELOPER ENGINEER: SURVEYOR: PARCEL. No,* PARCEL Address.: VLADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206----303---7639 GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425--299--1739 073900----0055 12228 SE Petrovitsky Rd., Renton, 98058 L {{ / "i A A I APARTMENTS 1 I I I f _ __ - I � a . I ' �3 e oQ� S0 I �///// OOS off. � 1 1 !' 6/c � I PC y TS / I I 1/ / • { -' '// APARTMENTS ///�1 L C E! f 7 I - MRI BOX I. � . . 1 ,I • BLDG r < •<- . ' ;, E /// , k / ' ,, 1 POWER / :>°': 1j - VAULT �_C_�/// / �� / J r -- �_ I POWER _ �`_L_L_1 �� - _ 1 I __��, //// / E T .4 ;RAN SFORM ER f {� I , 9.6' I I `� _6 _H._SP_LIT—FACE 1 1 L { ��I 'THI t: SN ET��; 1 _V- ��o . < 1 , 1� 6 WOOD FENCE 30 ,,;:N R R S A T IES S i* N _ L r i..- ?. T EC,N :.: O 8" ; 1 E � AMEN _. R _ .�. _ _ ��_ _8. _�3�... _ - WATER DETENTION VAULT GRATE ACCESS 0 CaHP OkiP - — _ — _ � � —, — � _-. � z — — — _- n S __ _....t- _ w _-� - __ . -J —� -- �' - a '-4:-..-F - - i s L r l L " i' < - r - — ..._ I . .�-1..- / — ' i • - � �. , G 4 _ _ < .. - . ., • - . _ / . 1 � 1 _ % 1 L L <• � y . L• _ ! t' .% " L 1 �' �- L ! f _ 1 4 —. C S ' 4 4 . L _ • . < .. _ t L' 1 - L _ L < •C _ , I ' G . - •. - _ f L -1 / L r _ t � E L [ 1 t c 4 L [ �- '4 1 1 'L ! L _ _ _ _ _ • .. •:,`ice • < - . t - - 1- 4s. L -LTa <r - _ C BRANCHED - , .1 i _ ,c _1 - `' .LL - •L- - SINGLE TRUNK, WELL BRANCHED SINGLE TRUNK, WELL 5 ,• L- L [ / t , C -- 1AU0 —�----- 0HP w❑ -0-0- -Q_Q '• Q O O Q Q O D❑ D D 4 O O C5 ❑ 0 0 0 O D O a o Q a a a a ❑ ': Q p O O Q C a O Q Q Q Q Q Q U Q U Q O 'i a D O O G O D ,+ O O❑ G❑ a Da��aaQ0 0 GQO DC]O QQOQG JQO 0700 OOQDQQ QQa ] �❑00 O O O O O p C?. ❑ , , - yr a" f � r � , r. v �; (� ❑ O C7 O Q Q (] a O J .7 . d C] 0 o D O Q Q f) Q U ❑ ? _ a ��. s ; '. 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S" DI CULVERT t ♦- r r + r r + a r r r r a s + r+ r+ + I• ` a-+- a [�y - IE 92 4 s aFP ar ra+ _ ♦ a r r r a i r r r i ` / a+ w. ♦ r r r r r a r \ylll/ +++a _!•-� —3 5 ', . - , `, ` ` , ` 15.6LF 8"DI @ 6.05% I, - -- r r . . a - • • • w , • r r , , ' • r w , ` . • • • • ` , • , + , + . + r , ' r ` + , • . - e 1`LLip - r r a a r a I ` + + w ♦ ` r r r r - + r r r r a ♦ ' a + + ♦ r ♦ + ♦ r + r + ` + ♦ r + ' r r r + r r r ♦ ` r r� y. r `r ra +�•' - r�,r _.�.- •a.-•y•..�.�- - ,,.- a•a•a, , - •a•r•a,., `v`• + r;. , CB TYPE I ♦ `• ,' ' , RIM=392.30 P4�IlER IE(N,S)-389 87 - .. 4 �._ -- . _ n n n rn n /_ VAULT :. k 1- _ C 1 L 1 L _ L� 1 - l 9 1 J / I- i' C 1 i:. _ 'k t 1 /jL(')� - _ f - G I y I ) � 6 1 L —�--T — , rx 4 4 L -1 _ t • � L ! -L I . • -4 < - • -. •6.2_ _ 1 �• C f 1 L 9 LEGEND SANITARY SEWER MANHOLE a STORM DRAIN MANHOLE � STORM DRAIN CATCH BASIN —< EX. CULVERT ® POWER TRANSFORMER 0 CABLE TV RISER E— UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP 10 POWER POLE WITH DROP&TBOX p L POWER POLE WITH DROP&LIGHT AHP — OVERHEAD POVER � EXISTING SIGN -❑ TELEPHONE RISER M o MAIL BOX FIRE HYDRANT ® WATER METER M WATER VALVE o- © WOOD FENCE (WDF) CHAIN LINK FENCE (CLF) EX. ROCKERY EX. PAVEMENT EX. GRAVEL -, -. 1-- '' f.t• EX. CONCRETE -F • • •fl ",..... z FIR TREE ` �( x�", .-� CEDAR TREE �," ws ALDER TREE TO BE REMOVED CB TYPE I CB TYPE I RIM=393.79 - RIM=392.37 IE(w}=390.71 -f ---�---- < :�--...T--<,._I—'"'Zf^—L�--:L,. —: — 'r I -� j IE(E)=390.75 ! < t L t t C L• j•c. - n. _ r . . - '1 . . . <I le t - Ct L_ - _, f ' L < t I L f �- 1 s 1 1 G r 1 i G < t 4 C i ...:. - i a _ _ _ --i.. �.i: :l. _. : .. ,. .....i ::::; ?• :..:•::....:a, ..:...::...........::: k� 1 .....:..::.:... Y r ,, :::... S s - .. ...,.- ....:.,... - _ _ _ - - . - .. ,. - r i:.:. ��: ::....- :.; �' �! ......:......: I --::..::...:-. .. ::.:_: �:.-..: r: ::: i` i� _,yT. .. .........::..: _.. _ _ .. ,i: -.:,.:: .. ..: ... -... ...:. J,i .::..'.':y' a.r, ...:,..., .- - - p ; '�„... ,..;tom,,.._. - �.-r+-r,� r:::.:>....+i.-. - :. "`.'.-•rte•. ^.r_'r"."�.-+e-�-•�^ i '♦^^�`� '•' - ' , .:...: r ,,.: !:' `",.. - _.... L:, :.::......:.:::..:.:..'.,.:,.: .... :..:. ..,:.::, ::.:.:.:......::a.._..::. :.....:.....:::... ...:...-.:. _ :1� i%r I < L r t ,<.:. ''I t - L•L :-L <_ •tet[ - . - - ! '1i - ! - .. . - , NOTES: 1. All work to be in compliance with the codes and standards of The City of Renton 2. Plant materials shall be healthy, actively growing, uniformly well balanced in shape and comply with the latest AAN standards for the grading of nursery stock. 3. Planting soil to be friable, free draining commercial blend of 50% native soil (if acceptable), 25% sandy loam and 25`� gardern compost. Ammended .oil depth -6" in shrub ar as 3" in lawn areas. 4. A l 2 medium arden mulch to ali i requirements specified. Include the name, addressess and telephone numbers of all plant material suppliers and growers. A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name; plant size and size of container or ball, B, Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials beim supplied by botanical and common names, plant size- and stating that all of the plants supplied by there are in healthy growing conditions meeting the ASNS. C. Submit a project installation schedule, coordinated with the proposed soil ammending and planting schedule to the Landscape Archtiect or owner for approval at least 30 calendar days prior to start of work under this section. 2. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect or Owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the Landscape Architect or Owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growling conditions or other arrangements must be made in order to supply specified materials. 3. Plants shall be subject to inspection and approval by Landscape Architect or Owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give Landscape Architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. 4. Coordinate work with other trades as required. 5. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. 0. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. , The Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completedwork shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the Public from injury or danger. Notes • Requirement4 PLANTING NOTES: 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected, When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the owner. 4. Protect existing trees to remain and plant material located on adjacent property prior to commencing work. Place fencing material at dripline of trees and shrubs. See Existing Tree & Vegetation Protection Detail. 5. Contractor to provide a soil analysis prior to comrnensement of work. The soil analysis shall include: a. Determination of soil texture, indicating percentage of organic matter, b, An approximated soil infiltration rate (either measured or derived from soil 1 texture f infiltration rate tables) A range of infiltration rates shall be noted where appropriate, and c. Measure PH value 6. All new turf areas, except all-weather, sand -based athletic fields shall: a. Be augmented with a two-inch layer of organic material cultivated to a minumum of six inches in depth, or b. Have an organic content of five percent or more to a depth of six inches as shown in a soil analysis. 7. Organic content of all landscape areas shall be as necessary to provide adequate nutient and moisture -retention levels for the establishment of the plantings. 8. Planting soil for trees, shrubs, groundcover and lawn areas shall be RandlesTopsoil Three -Way Top Soil mix Or approved equal. 9. Clean and remove all rocks, roots and debris over 2 inches in diameter. Place a six inch (0t') depth of Topsoil Mix over areas to be planted with groundcover. Finish grade shall be at least two inches (2") below adjacent hard surface. 10. Plants shall be pit planted with. a 50/50 prepared mix of native soil and Topsoil Mix.. See planting details for depth and staking requirements, 11. Fertilize all installed plants during backfill operations with 4-2�2 Agro Transplanter as recommended by manufacturer. Topdress shrub/groundcover beds (prior t0 mulch application) with Newlife 10-20-20 at the rate of 2 lbs. per 1000 square feet. 12. Mulch all planted areas with a minimum 2. inch (2") depth of approved fir bark 'mulch'. Finish grade of mulch shall be rine inch (11 below top of adjacent hard surface. 13. All. plant material to be nursery grown stock and arrive on-site in a healthy, vigorous, well branched, disease and insect free condition, 14. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material high enough above finish grade to allow for settlement and bark mulch. Water plant pits throughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched. and watered regularly to keep root balls moist. 15. Hydro -seeded Areas: Hydro -seed mulch shall be Silva -fiber or approved equal. Binding agent shall be J -Tac or approved equal. Apply 10-2020 fertilizer at a rate of 10 lbs, per 1000 square feet. Apply hydro -seed mulch at a rate of 40 lbs. per 1000 square feet and binding agent at a rate of 1 lb. per 1000 square feet. Reseed any areas which do not germinate within 14 days. 18_ Seeded or Budded Lawn Areas: Lawn installation shall occur upon completion of finish grading, planting and mulch installation. Seeding or sodding to occur only when the soil conditions are dry and free of surface water. Carefully water lawn areas after installation, Sodded Lawn Areas: Install a northwest hardy, blended grass sod within 12 hours of delivery to site. Lay sod tight with no gaps, allowing for shrinkage. Apply a 10-2010 fertilizer at a rate of 10 lbs. per 1000 square feet prior to installation. SeededLawn Areas: Seed shall consist of a Perennial Rye Grass blend and applied at a rate of 10 lbs per 1000 square feet. Apply a 10-20-10 fertilizer at a rate at a rate of 10 lbs per 1000 square feet. Promptly re -seed any areas which do not germinate with 14 days of planting. 17. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal. of weeds/debris as required for healthy plant growth. 18. Inspection And Acceptance: The owner will make an inspection for Substantial Completion of the work upon request by the Contractor. 19. Replacement of Plantings: Remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or Landscape Architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additonal plant material. 20. Provide"roat barrier in a surround or linear pattern for tree plantings when trunk is located within four (4) Plinear feet of any paved surface. DeepRoot Universial Barrier -UES -18 (or approved equal).. l,nstall per manufacturers recommendations. Warranty; v� This Warranty shall include replacing and planting the same size and species of plant material, as shown on the Landscape Plan and that has been designated, by the Landscape Architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or Others. All plants replaced shall be re -instated under these plant guaranty conditions. 2" BARD MVLrH FORM SAUCER WITH .3" CONTINUOUS RIM CUT AND REMOVE ALL WRAPPING AND BURLAP FROM TOP HALF OF BALI.. WATER & TAMP POCKETS To REMOVE AIR SEE SPECIFIED PLANTING MIX. 3" TAMPED TOPS01L SCARIFY TO 4" DEPTH ROOT BAIL + 12" 5HP,13 IN5TALLATION PMIL KO 5CU BERM PLANTING MULCH - DEPTH 2" ZRONFORCED OR AS SPECIFIED .. RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL HOSE & WIRE TIES SPECIFIED TREE STAKE(S) INSTALL "TREE BOOT" OR 2 Min. 2"Min. 2"SETTL,ED DEPTH SPECIFIED MUL,GH REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. MIXED NATIVE BACKFILL MATERIAL SPECIFIED PLANTING SOIL FERTILIZER TABLETS PLANTING ON LEVEL GRADE 2" MAX. `n PLANT TREE 1 "-2" cr X HIGHER THAN IN N NURSERY r Q WATERING BASIN -- GARB. ENCLOS. HT. • SOLID CEDAR �� UNDISTURBED GROUND 12" MIN. FOR WOAD STAKES & 18" FOR REBAR C'TA 01 C TREE PLANTING & STAKING DETAIL RI ;477 E & WIRE TIES SPECIFIED TREE STAKE(S) WATERING BASIN � 2" SPECIFIED MULCH z w SPECIFIED PLANTING SOIL a F- REMOVE E &TAP1/3 BINDING AL OF BURLAP Ll FIN. GRADE FERTILIZER TABLETS !:� raw: r SCARIFY PIT SIDES BOTTOM FIRM NATIVE SOIL MOUND 12 MIN. FOR WOOD I ! ! ! ! 18 MIN. FOR REBAR 2X ROOTBALL WIDTH CON I FEROuTREE PLANTING STAKING DETAIL PLANT 1 " HIGHER THAN REMOVE TOP 1/3 OF BURLAP IN NURSERY 2" SETTLED DEPTH OF FINISHED GRADE SPECIFIED MULCH I I FERTILIZER TABLETS SPECS SPECIFIED PLANTING SOIL FIRM NATIVE SOIL MOUND k { l E�-1 1 1 1! k. l 1 i ! i t--�-•---- E i I ! 2x Rootball Width SHRUB PLANTING DETAIL STATE OF WASHINGTON CERTIFICATE No. JOB No,: DROEYAK DWG.: LL DATE: 50/ 09 SHEET DRWN--~-'BY: —RL APROWED--BY: -- g 0Jy;skon C(�, G�-�SOD ZRONFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL HOSE & WIRE TIES SPECIFIED TREE STAKE(S) INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. 2"SETTL,ED DEPTH SPECIFIED MUL,GH REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. SPECIFIED PLANTING SOIL FERTILIZER TABLETS (4-21 GRAM -20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND IN HEAVY SOILS, AUGER 8"x6' DEEP 2x ROOTBALL WIDTH HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL RI ;477 E & WIRE TIES SPECIFIED TREE STAKE(S) WATERING BASIN � 2" SPECIFIED MULCH z w SPECIFIED PLANTING SOIL a F- REMOVE E &TAP1/3 BINDING AL OF BURLAP Ll FIN. GRADE FERTILIZER TABLETS !:� raw: r SCARIFY PIT SIDES BOTTOM FIRM NATIVE SOIL MOUND 12 MIN. FOR WOOD I ! ! ! ! 18 MIN. FOR REBAR 2X ROOTBALL WIDTH CON I FEROuTREE PLANTING STAKING DETAIL PLANT 1 " HIGHER THAN REMOVE TOP 1/3 OF BURLAP IN NURSERY 2" SETTLED DEPTH OF FINISHED GRADE SPECIFIED MULCH I I FERTILIZER TABLETS SPECS SPECIFIED PLANTING SOIL FIRM NATIVE SOIL MOUND k { l E�-1 1 1 1! k. l 1 i ! i t--�-•---- E i I ! 2x Rootball Width SHRUB PLANTING DETAIL STATE OF WASHINGTON CERTIFICATE No. JOB No,: DROEYAK DWG.: LL DATE: 50/ 09 SHEET DRWN--~-'BY: —RL APROWED--BY: -- g 0Jy;skon C(�, G�-�SOD C D 80"-4" 28` —4 It 2 A-7. E F y G yAXX_Y_ N� -7. 0A 26 1_0" Nv� STAT RS STAIRS VESTIBULE 1 Q3 VESTIBULE OPEN 1Q1 12� CORRIDOR xx . ......... 1100 1 i wm 1,5 0D E5 C11, ILI 1�j �It ill -" D. VIV/ VVIR C g" 0r E I II UTILITY UTILITY 1091 BATH 118 ATH STORAGE 1 Qui ENTRY DA F1-68�� MASTER 'BEDROOM BEDROOM 2 D - ----- 141 ENTRY 117a Ir F 117 '111 3 ap A 12 B First Level Floor Plan SCALE: 1/4" V-0" BATH 1112 112 II ii 113b 113a $Y II ii MASTER BEDROOM 113 1 A I ... 001 R 4"IN], DINING KITCHEN F1�14� 15 CID[ 2 A-7. LO BATH 55 - OD Flig ---------- - ------- .... ..... L7 J. 1M1ti• y' BEDROOM 1,124 1 IRAN 124a z KITCHEN t � �_:L ROD LJ & 7_1 DINING _ j Ci F121 � BEDROOM 11231 LIVING F 122 3.7 LO xx 122 .................. -- ------ ---- ---- .. ........ .................... . ...... 7. 4 r > -4" 12 xx —7.V F G Wall Schedule rx 2A 2001011 Mm 2x4 wooD STUDS 0 2** O.C. WITH SINGLE TOP & SOT. >!S W1114 ir GYPSUM BOARD EA. SIDE A2 X 2x-4 EMIOR Wn WALL 2X4 WOOD STUDS 0 16m O.C. W/ SINGLE BOT. > AND DBL TOP >j, W/ J7 GYPSUM BOARD ON WARM SIDE AND J* PLY* SHEATHING AT COLD SIDE. PROVIDE R-13 INSULATION WHERE SHOWN FOR BUILDING SQUARE FOOTAGES SEE CO SHEET A-0.1 Key Plan 1st Floor E REVISIONS OfRc, n ng rjivi, iia to �IsNV��) JOB No.: DWG.0- DATE: SHEET A3-1 11 Is ► C D E F G a 80$-4" - 2D' --p" �_ 281-4» �. 26$_0" ..I —1 - _ 1.5 � - �1.. __( 2) 2 W Second Level Floor Plan SCALE: 1/4 - 1'-0" 11 3.7 Wall Schedule x 2,x4_ INFERIOR MMD. WALL: Al �. a$ 2x4 WOOD STUDS 0 24" O.C. WITH SINGLE TOP & BOT. >'S NTH I" GYPSUM BOARD EA. SIDE A2ate.' x 2x4 EXTERIOR WOQD W L: 2X4 WOOD STUDS 0 16" O.C. W/ SINGLE BBT. > AND DBL TOP >, W/ J" GYPSUM BOARD ON WARM SIDE AND " PLY. SHEATHING AT COLD SIDE. PROVIDE R--13 INSULATION WHERE SHOWN SEEABATION WALL FOR LD* SAS FOOTAGES SEE SHEET A-0.1 Key Plan 2nd Floor REVISIONS 7'573 REGISTERED ARCHITECT ARTHUR L ADAYOV STATE OF WATOII JOB No.: DwG.: DATE: SHEET Ct 3P,y of , af7 to ;1C ` 6 ; I � B C D E F G s 80 N"46.- I 26,_0" 28*- A" 26,*—Ori Third Level Floor Plan N SCALE: 1/4" = 1,-02, co 2 C3 i� 1.5 I__ -(: 2 ) 2 co R zo -- 37 Wall Schedule Al" 2x4 IN RIOR WOOD WALL. 2x4 WOOD STUDS 0 24" O.C. WITH SINGLE TOP & BOT. >'S NTH J" GYPSUM BOARD EA. SIDE A2 a$ 2x4 EXTERIOR .1NOOQ WALL: 2X4 WOOD STUDS 0 16" G.C. W/ SINGLE BOT. > AND DBL. TOP >, W/ 17 GYPSUM BOARD ON WARM SIDE AND J" PLY. SHEATHING AT COLD SIDE. PROVIDE R-13 INSULATION WHERE SHOWN i A 01 if, LWilli. FOR St�E i� A�0.�1 �� FOpTAGES SEE Key Plan 3rd Floor REVISIONS 78 3 REGISTERED ARCHITECT ARTHUR L ADAl10V STATE OF WASHMON JOB No.: DWG. PATE: SHEET 'far �Ox `) sr,"p 11 8 aq FEECU e I e 1aa Room Finish Schedule 100 ROOM N0. ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING REMARKS MAT. BASE MAT. AN. MAT. FIN. MAT. FIN. MAT. FIN. MAT, FIN. HT. 100 OPEN COOK IDOR SUSPENDED ACOUSTIC 11LE 4" RB. —�- FACT __ _ PNT __ ... 082 81-Q" 101 VESTIBULE CPT 4" R B. GM PNT GBI-- PNT -- _— GB1 PNT G82 PNT 81-000" 102 VESTIBULE CPT 4" RB, ,-- --_ G81 PNT GBI PNT GBI PNT G82 PNT 8'-0" 103 104 STAIRS LOBBY -- SV 4" RB. 4" R8, GM GBI PNT Gm GB1 PNT Gal G01 PNT GBI G81 PNT GB2 G82 PNT 8'--0" 105 BATH SV 6" RB. GB1 PNT G81 PNT G81 PNT G81 PNT G82 PNT 8'-0" 106 STORAGE SV 16w 4" RB. GB1 PNT G81 PNT GB1 PNT G81 PWT GB2 PNT 8' -Cr 107 RENTAL OFFICE CPT 4" RB. G81 PNT GM ,PNT . G81 PNT GBI PNT GB2 PNT 8'-0" 108 ENTRY CPT 4'° RB. GB1 PNT GB1 PNT GBI PNT G81 PNT GB2 PNT 8' -Cr 109 UTILITY SV e" RS. GM PNT GS1 PNT G81 PNT GBI PNT GB2 PNT 8'--0" 110 BATH SV V RB. GB1 PNT G81 PNT GM G81 PNT GB2 PNT 8'-00 111 BEDROOM CPT C Re. GBI _- GB1 --- GB1 PNT GBI PNT G82 PNT 8'-0" 11.2 BATH SV 6* RB. Gel PNT GB1 PNT GB1 PNT GBI ----- GB2 PNT 8'-0" 113 MASTER BEDROOM CPT 4" RB, G131 PNT GBI PNT GB1 PNT GBI PNT 082 PNT 8'-0" 114 DINING CPT 4" R$, --- PNT {moi PNT GB1 PNT G81 PNT G82 PNT 8'-0" 115 KITCHEN SV 4" RB. G81 PNT GB1 PNT GBI PNT Gee PNT 8'-0" 116 LIVING CPT 4" R8. G1 PNT GB1 ..,._ GM ..... GM PNT GB2 PNT 81-00 117 118 ENTRY UTILITY CPT SV 4" RB. 6" RB. G81 GB1 PNT PNT G81 G81 PNT PNT GBI GB1 PNT PNT G81 G81 PNT PNT G82 GB2 PNT PNT 8'-0" 8'-00 119 BATH SV 6" RB, GBI PNT GB1 PNT GBI PNT G81 PNT GB2 PNT 81-a" 120 KITCHEN SV 4" RB. GM PNT GB1 PNT G81 PNT GB1 PNT GB2 PNT 8'-0" 121 DINING CPT 4" RS,, --- ---- GB1 PNT G81 PNT G81 PNT G82 PNT 8'--0" 122 LIVING CPT 14" RB. G131 PNT GB1 PNT GB1 PNT G81 PNT GB2 PNT 8'-€3" 123 BEDROOM CPT 4" RB. GBI PNT G81 PNT G81 PNT GBI PNT GB2 PNT 8'--0" W. 124 BEDROOM CPT 4" RB. GBI PNT GB1 PNT GB1 PNT GB1 PNT G82 PNT 8'--0" 125 MASTER BEDROOMCPT SV C RB. GB1 PNT G81 PNT GB1 PNT GBI PNT G82 PNT 8'--©" 126 BATH SV 6" RB. �GB1 PNT G01 PNT GB1 PNT GB1 PNT GB2 PNT S _cr 127 STAIRS SV RB. G131 PNT GBI PNT G131 PNT G81 PNT G82 PNT 8'—as 200 Room Finish Schedule 200 ROOM N0. ROOM NAMEREMARKS FLOOR NORTH EAST SOUTH WEST CEILING REMARKS MAT, BASE MAT. AN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. 200 OPEN COORIDOR SUSPENDED ACOUSTIC 11LE RB. FACT FACTORY PNT PAINT 201 VESTIBULE CPT * Rg, C31 PNT t31 PNT -- _— G81 PNT 0B2 PNT 8'—B" 2Q2 VESTIBULE CPT 4" RB. ~~--- --_ GB1 PNT GB1 PNT GB1 PNT G82 PNT 8'-0" 203 STAIRS ---•- 4" R8. G81 PNT GBI PNT GB1 PNT GBI PNT G82 PNT 81 -Q" 204 BEDROOM CPT 4" RB. GB1 PNT G81 PNT GB1 PNT GB1 PNT GB2 PNT 8'-0" 205 BATH SV 16w RB, GB1 PNT G81 PNT GB1 PNT GB1 PWT GB2 PNT 8' -Cr 206 UTILITY SV 6" RB. GB1 PNT :GB1a° ,PNT . `G91 PNT GBI PNT G02 PNT 8'-0" 207 ENTRY CPT 4" R8. GM PNT GBI PNT GB1 PNT G81 PNT G82 PNT 'f' -Cr 208 BATH SV 6" RB. G01 PNT GBI PNT G81 PNT GBI PNT GB2 PNT 8'--0" 209 DINING CPT 4" R8• G81 PNT GB1 PNT G81 PNT GB2 PNT 8'-0" 210 KITCHEN SV 4" R8. ..._ _- -- --- GBI PNT G81 PNT GB2 PNT W -Cr 211 LIVING CPT 4" R8. GM PNT GB1 PNT GM PNT --- ----- G82 PNT 8'-0" 212 MASTER BEDROOM CPT C RB, GB1 PNT GBI PNT GB1 PNT GB1 PNT G82 PNT 8'-0" 213 MASTER BEDROOM CPT 4" RQ. G81 PNT GB1 PNT GB1 PNT GBM PNT GB2 PNT 8'-0" 214 LIVING CPT 4" RB. GB1 PNT G81 PNT GBI PNT GB2 PNT 8'-0" 215 KITCHEN SV 4" RB. M PNT .,-_ . ..,._ __ ..... GM PNT G82 PNT W—cr X16 DINING CPT 4" RB. _-- GBI PNT GB1 PNT GB1 PNT GB2 PNT $'-0" 217 BATH CPT 6A RB, G81 PNT 081 PNT G81 PNT GB1 PNT GB2 PNT W -U" 218 ENTRY CPT 4" R8. G81 PNT GB1 PNT G81 PNT GBI PNT G82 PNT 8'-0" 219 UTILITY SV 6" RB, GBI PNT G81 PNT GBI PNT G01 PNT GB2 PNT 8'-0" 220 BATH SV 8" RB. GBI PNT G81 PNT GB1 PNT GBI PNT G82 PNT 8'-0" 221 BEDROOM CPT 4' RB, GBI PNT GBI PNT GB1 PNT G81 PNT G82 PNT 8'-0" 222 ENTRY CPT 4" RB. 160 GBI PNT G81 PNT GB1 PNT MI PNT GB2 PNT 8'-0- 223 UTILITY SV RB. G81 PNT G81 PNT GB1 PNT GM PNT GB2 PNT 8'-0" 224 BATH SV 6" RB. M PNT 081 PNT 001 PNT 081 PNT G82 PNT 8'—a" 225 .KITCHEN SV 4" RB. 1,C GB1 PNT G81 PNT GB2 PNT 8'-0" 226 DINING CPT RB. -----• -- CB1 PNT £B1 PNT GSI PNT GB2 PNT W-0" 227 LIVING CPT 4" RB. G81 PNT GBI PNT GB1 PNT GBI PNT GB2 PNT V-0" 22$ BEDROOM CPT 4" RB. G81 PNT GB1 PNT GB1 PNT G81 PNT G$2 PNT 8'-0" 229 BEDROOM CPT 4" R8. G81 PNT GBI PNT G131 PNT GBI PNT G82 PNT S'--0" 230 MASTER BEDROOM CPT 4" R8, GBI PNT GB1 PNT GB1 PNT G81 PNT G82 PNT 8'-0" 231 BATH SV 6" RB. Gal PNT GB1 PNT G81 PNT GB1 PNT GB2 PNT 8'-0" 232 STAIRS -- L"i G`81 PNT W1 PNT G81 PNT -- -- GB2 PNT 8'-0w 300 Room Finish Schedule 300 ROOM N0. ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING REMARKS MAT. 14!' BASE MAT. FIN. MAT, FIN. MAT. FIN. MAT. AN. MAT. FIN. HT. 300 OPEN COORIDOR SUSPENDED ACOUSTIC 11LE RB. FACT FACTORY PNT PAINT 301 VESTIBULE CPT 4" RB. GB1 PNT G81 PNT GB1 PNT G82 PNT 8'- or 302 VESTIBULE GPT 4." R8. G81 PNT G81 PNT GBI PNT G82 PNT er -0" 303 STAIRS ---- 4" Rg, GB1 PNT GB1 PNT G01 PNT GB1 PNT GB2 PNT 8'-0" 304 BEDROOM GPT 4" RB. GM PNT GBI PNT C81 PNT GM PNT GB2 PNT 8'-0" 305 BATH SV 6" R8. GBI PNT GB1 PNT G81 PNT GB1 PNT G82 PNT 81--W 306 UTILITY SV 6" RB. GB1 PNT GB1 PNT G81 PNT G81 PNT GB2 PNT 8'-0" 307 ENTRY CPT 4" RB. GBI PNT GB1 PNT G81 PNT GM PNT GB2 PNT 8'__0" 308 BATH SV V R8. GBI PNT G81 PNT G81 PNT GB1 PNT G02 PNT 8'--0" 309 DINING CPT 4." RB. G81 PNT G81 PNT GBI PNT GB2 PNT 8'.- W 310 KITCHEN SV 4" R8. -- __ -... ..,... G81 PNT G81 PNT GB2 PNT 8'-0" 311 LIVING CPT 4" RB. GB1 PNT GB1 PNT G81 PNT GB2 PNT 8'-w0" 312. MASTER BEDROOM CPT 4" R8. GB1 PNT (J131 PNT GB1 PNT G81 PNT GB2 PNT 8'-0" 313 MASTER BEDROOM RCPT 4" RB. G81 PNT GB1 PNT GBI PNT GBI PNT G82 PNT 8'-0" 314 LIVING CPT 4" R0. GB1 PNT GBI PNT GB1 PNT GB2 PNT 8'—D" 315 KITCHEN SV 4" RB. 081 PNT G131 PNT GB2 PNT 8'-0" 316 DINING CPT 4" RB. _-- G81 PNT GB1 PNT G81 PNT GB2 PNT 8'--0" 317 BATH CPT 6" RB• GB1 PNT GB1 PNT GBI PNT GB1 PNT G82 PNT 8'--e 318 ENTRY CPT 4" RB. GB1 PNT GBI PNT GB1 PNT GB1 PNT GB2 PNT 8'-I3" 310 UTILITY SV 6" RB. GB1 PNT GB1 PNT GBI PNT GB1 PNT G82 PNT 8'-0" 320 BATH SV 6" RB. G81 PNT G81 PNT G81 PNT GBI PNT GB2 PNT W-0" 321 BEDROOM CPT 4" RB. GB1 PNT G81 PNT G91 PNT GM PNT G82 PNT 81-00 322 ENTRY CPT 4" R8. GB1 PNT GBI PNT G81 PNT GBI PNT GB2 PNT 8'-0" 323 UTILITY SV 6" RB. GBI PNT G81 PNT G81 PNT GB1 PNT G82 PNT V-0" 324 BATH SV 6" RB, G81 PNT GBI PNT GB1 PNT G81 PNT GB2 PNT 8'--U" 325 KITCHEN SV 4" R8. G1 PNT GB1 PNT G82 PNT 8'-0- 326 DINING CPT 4" R8. G81 PNT GB1 PNT GB1 PNT G82 PNT 8'-0" 327 LIVING CPT 4" R8. GB1 PNT GBI PNT GBI PNT GBI PNT G82 PNT 8'—U' 328 BEDROOM CPT 4." RB. G81 PNT GB1 PNT GB1 PNT GB1 PNT GB2 PNT EV -0- 329 BEDROOM CPT 4" RB. GBI PNT GB1 PNT GB1 PNT G81 PNT GB2 PNT W—o" 330 MASTED BEDROOM CPT 4" RB. GB1 PNT G81 PNT GB1 PNT G81 PNT GB2 PNT 8'-0" 331 BATH SN a RB. GB1 PNT GB1 PNT GB1PNT G01 PNT G82 PNT W-0" 332 STAIRS --- 4g RB. G81 PNT GB1PNT GBi PNT -- _-- 02 PNT $'-0" _V_re v...n" Room Finish Schedule Remarks (D REFER TO REFLECTED CEILING PLAN FOR CEILING FINISH AND HEIGHT, SHEETS A-11.1 AND A--11.2 Glass Types G1 I" TEMPERED SAFETY GLASS G2 1" TINTED INSULATING GLASS, NON—TEMPERED, WITH LOW --E COATING :e—r .. _ 2 _r x x\ If It '`�'— — x G211 G2 Winslow Tvr)es SCALE: 1t/4" = 1'--0" ib City of Renton Planning Division ICT - 8t V [E 10 REVISIONS 7873 REGISTERED r � ARCHITECT ARTHUR L. ADAMOV sraYE of WASHMON 0 0 QD 0 0 " t soma� IL ma w� (a 13 VW a Cq ss afto wpm cq o E x cm 0 c 0 CIA "1' JOB No. - DWG.: DATE: SHEET A 4 �-1 Abbreviations FLOORS CPT CARPET SV SHEET VINYL CONC CONCRETE BASE 4" RB COVED RUBBER BASE 4" 6" RB COVED RUBBER BASE B" WALLS GB1 GYPSUM BOARD CEILINGS GB2" GYPSUM BOARD SAT SUSPENDED ACOUSTIC 11LE FINISHES FACT FACTORY PNT PAINT City of Renton Planning Division ICT - 8t V [E 10 REVISIONS 7873 REGISTERED r � ARCHITECT ARTHUR L. ADAMOV sraYE of WASHMON 0 0 QD 0 0 " t soma� IL ma w� (a 13 VW a Cq ss afto wpm cq o E x cm 0 c 0 CIA "1' JOB No. - DWG.: DATE: SHEET A 4 �-1 Y a sI I r -a Pillvetow,111111111"111 .MARK DOOR Size TYPE MAT. FINISH FRAME TYPE MAT. FINISH DETAILS HEAD JAMB THRS. LABEL HDW GROUP NOTES 303 3'-U' x 6'-6" A2 WD PNT C WD PNT Gl VINYL Gl "' 1 ` r 2 304 3'-0" x 6"1 Al WSJ PNT C WD PNT 304a PR 3`-0" x 6'1 C2 WD PNT E WD PNT 305 2'--6" x 6'-8" Al WD PNT A WD PNT --- 306 2'10" x 6'-8" Al WO PNT B WD PNT - 307 3'•-0" x 6'-' Al WD PNT C WD PNT — 307a 3'-U' x 6'-8" C1 WD PNT C WD PNT 306 2'-6" x 6'-&' Al WD PNT A WD PNT --- 311 6'-0" x 6`-$" D1 VIN FACT -• VIN FACT 31.2 3'-U" x 6'-U' Al WD PNT C WD PNT -- 312a PR 2'--6'x 6--8" B1 WD PNT D WD PNT -- 312b PR 2-6'x 6--$" Bl WD PNT D WD PNT 313 3'4' x 64" Al WD PNT C WD PNT 313a PR 2'-6'x 6-8" B1 WD PNT D WD PNT 313b I", Jilla jaw Bl WD PNT D WD INT 314' 6'-0" x 6'-8" D1 VIN FACT -- MN FACT 317 2'--6'x 6'-6" Al WD PNT A WD PNT ��mo�oo�r■��co� 3'-0" x 6-8" Al WD PNT C WD PNT mmmmmmm.mmmmffie� 1 318a 3'-0" x 6'-$" C1 Wt) PNT C WD PNT 319 2'--10" x 614" Al WD PNT B WD PNT 320 2'-6'x 6'-8" Al WD PNT A WD PNT 321 31-0" x 6-8" Al WSJ PNT C WD PNT 321a PR 3'-0" x 6'-8" B1 W) PNT E WD PNT 322 3'-0" x 6-$" Al WI) PNT C WD PNT 1 322a 31.0" x 6'-8" mv� 114 PNT C WD PNT 323 2'-10" x 60 Al WD PNT B IND PNT 324 2'-6" x 6'0 Al WO PNT A WD PNT 327 3'-U' x 6'0 A3 WD PNT C WD PNT 328 3'-011 x 6'-8" Al W PNT C WD PNT 328a PR2'-6" x 6'-8" B1 WC) PNT C WD PNT 329 3'-0" x 6`-$" Al PNT C WD PNT 329a PR2'-6" x 6--8" B1 WD PNT C WD PNT 330 �mo�oo� Al WD PNT C WD PNT sI I r -a Pillvetow,111111111"111 .MARK DOOR Size TYPE MAT. FINISH FRAME TYPE MAT. FINISH DETAILS HEAD JAMB THRS. LABEL HDW GROUP NOTES 303 3'-U' x 6'-6" A2 WD PNT C WD PNT Gl VINYL Gl "' 1 ` r 2 304 3'-0" x 6"1 Al WSJ PNT C WD PNT 304a PR 3`-0" x 6'1 C2 WD PNT E WD PNT 305 2'--6" x 6'-8" Al WD PNT A WD PNT --- 306 2'10" x 6'-8" Al WO PNT B WD PNT - 307 3'•-0" x 6'-' Al WD PNT C WD PNT — 307a 3'-U' x 6'-8" C1 WD PNT C WD PNT 306 2'-6" x 6'-&' Al WD PNT A WD PNT --- 311 6'-0" x 6`-$" D1 VIN FACT -• VIN FACT 31.2 3'-U" x 6'-U' Al WD PNT C WD PNT -- 312a PR 2'--6'x 6--8" B1 WD PNT D WD PNT -- 312b PR 2-6'x 6--$" Bl WD PNT D WD PNT 313 3'4' x 64" Al WD PNT C WD PNT 313a PR 2'-6'x 6-8" B1 WD PNT D WD PNT 313b I", Jilla jaw Bl WD PNT D WD INT 314' 6'-0" x 6'-8" D1 VIN FACT -- MN FACT 317 2'--6'x 6'-6" Al WD PNT A WD PNT ��mo�oo�r■��co� 3'-0" x 6-8" Al WD PNT C WD PNT 1 318a 3'-0" x 6'-$" C1 Wt) PNT C WD PNT 319 2'--10" x 614" Al WD PNT B WD PNT 320 2'-6'x 6'-8" Al WD PNT A WD PNT 321 31-0" x 6-8" Al WSJ PNT C WD PNT 321a PR 3'-0" x 6'-8" B1 W) PNT E WD PNT 322 3'-0" x 6-$" Al WI) PNT C WD PNT 1 322a 31.0" x 6'-8" mv� 114 PNT C WD PNT 323 2'-10" x 60 Al WD PNT B IND PNT 324 2'-6" x 6'0 Al WO PNT A WD PNT 327 3'-U' x 6'0 A3 WD PNT C WD PNT 328 3'-011 x 6'-8" Al W PNT C WD PNT 328a PR2'-6" x 6'-8" B1 WC) PNT C WD PNT 329 3'-0" x 6`-$" Al PNT C WD PNT 329a PR2'-6" x 6--8" B1 WD PNT C WD PNT 330 �mo�oo� Al WD PNT C WD PNT 330a PR3'-0" x 60 C2 WSJ PNT C WD PNT 331 2'-6" x 6'-8" Al W) PNT A WD PNT 332 3,04$ x 61-8" A2 WD PNT C WD PNT(2) 200Door Schedule 200 .MARK DOOR Size TYPE MAT. FINISH FRAME TYPE MAT. FINISH DETAILS HEAD JAMB THRS. LABEL HDW GROUP NOTES 303 3'-U' x 6'-6" A2 WD PNT C WD PNT Gl VINYL Gl "' 1 ` r 2 304 3'-0" x 6"1 Al WSJ PNT C WD PNT 304a PR 3`-0" x 6'1 C2 WD PNT E WD PNT 305 2'--6" x 6'-8" Al WD PNT A WD PNT --- 306 2'10" x 6'-8" Al WO PNT B WD PNT - 307 3'•-0" x 6'-' Al WD PNT C WD PNT — 307a 3'-U' x 6'-8" C1 WD PNT C WD PNT 306 2'-6" x 6'-&' Al WD PNT A WD PNT --- 311 6'-0" x 6`-$" D1 VIN FACT -• VIN FACT 31.2 3'-U" x 6'-U' Al WD PNT C WD PNT -- 312a PR 2'--6'x 6--8" B1 WD PNT D WD PNT -- 312b PR 2-6'x 6--$" Bl WD PNT D WD PNT 313 3'4' x 64" Al WD PNT C WD PNT 313a PR 2'-6'x 6-8" B1 WD PNT D WD PNT 313b PR 2'-6'x 6-6" Bl WD PNT D WD INT 314' 6'-0" x 6'-8" D1 VIN FACT -- MN FACT 317 2'--6'x 6'-6" Al WD PNT A WD PNT 318 3'-0" x 6-8" Al WD PNT C WD PNT 1 318a 3'-0" x 6'-$" C1 Wt) PNT C WD PNT 319 2'--10" x 614" Al WD PNT B WD PNT 320 2'-6'x 6'-8" Al WD PNT A WD PNT 321 31-0" x 6-8" Al WSJ PNT C WD PNT 321a PR 3'-0" x 6'-8" B1 W) PNT E WD PNT 322 3'-0" x 6-$" Al WI) PNT C WD PNT 1 322a 31.0" x 6'-8" C1 114 PNT C WD PNT 323 2'-10" x 60 Al WD PNT B IND PNT 324 2'-6" x 6'0 Al WO PNT A WD PNT 327 3'-U' x 6'0 A3 WD PNT C WD PNT 328 3'-011 x 6'-8" Al W PNT C WD PNT 328a PR2'-6" x 6'-8" B1 WC) PNT C WD PNT 329 3'-0" x 6`-$" Al PNT C WD PNT 329a PR2'-6" x 6--8" B1 WD PNT C WD PNT 330 31`0" x 6-6, Al WD PNT C WD PNT 330a PR3'-0" x 60 C2 WSJ PNT C WD PNT 331 2'-6" x 6'-8" Al W) PNT A WD PNT 332 3,04$ x 61-8" A2 WD PNT C WD PNT(2) 0 VARIES BY --PASS WOOD DOORS Door Schedule Remarks O1 CYLINDER LOCK —SEE SPECIFlCAl10N5 O2 PUSH BAR WITH LOCK vARES BI—FOLD WOOD DOORS i VAWS VARIES BI ---FOLD WOOD DOORS Glass Types G1" TEMPERED SAFETY GLASS G2 r TINTED INSULATING GLASS, NON—TEMPERED, NTH LOW—E COATING Door Schedule Abbreviations ALUM ALUMINUM FACT FACTORY HOLLOW METAL H -do PAINT PNT � _-4 WOOD WD Gl VINYL Gl BI ---FOLD WOOD DOORS Glass Types G1" TEMPERED SAFETY GLASS G2 r TINTED INSULATING GLASS, NON—TEMPERED, NTH LOW—E COATING Door Schedule Abbreviations ALUM ALUMINUM FACT FACTORY HOLLOW METAL H -do PAINT PNT WOOD WD Gl VINYL Al O A3 B1 C1 C2 D1 SCALE: 1/4 = 1 i Q" 1.1 Door Frames SCALE: 1/4" = V-011 #�u C A lit r9LV r 1 7873 REGISTERED ARCHITECT ARTHUR L ADANOV STALE OF WASHINGTON 0 ryl C) 0 to 1 I 0 2 r in 52 T to N■A cm in 0 E W a00% 0 JOB No.: WG.. DATE, SHEET it -do Gl Gl Al O A3 B1 C1 C2 D1 SCALE: 1/4 = 1 i Q" 1.1 Door Frames SCALE: 1/4" = V-011 #�u C A lit r9LV r 1 7873 REGISTERED ARCHITECT ARTHUR L ADANOV STALE OF WASHINGTON 0 ryl C) 0 to 1 I 0 2 r in 52 T to N■A cm in 0 E W a00% 0 JOB No.: WG.. DATE, SHEET m M I 4 Buildin SCALE: Section 1'-- 0" 260-34 TOP > 181-2A" OF FLR. 17;^ i TOP > 09, 01" OF FLR. 07 .3)��_ TOP > ;99 8 TOP > REVISIONS 7873 REmsTERED ARCHITECT MM L ADAMOV RME or WASHMM 0) 0 (Yj 0) cm 0) k,&,& AAA L ALAL IL'L 4L A �,,A ILA �,L L444L I L 4.&L'I 4 A A 'L A L,4 A LLZ�L &--n-A I 0 0 77 0 to If f cm Jc 160. IL @) cc cc 0) CY (a 0) Mm cq o E cm 0 X OD 0 cm qt ;1F �Buildina Section SCALE: 1 /4" = 1 " — 0" C'ty Of fienton Planning Division SEP - 8 2069 JOB No.: DWG.: DATE: SHEET ! /�� '.": lf,, r', I. L L ILL �Buildina Section SCALE: 1 /4" = 1 " — 0" C'ty Of fienton Planning Division SEP - 8 2069 JOB No.: DWG.: DATE: SHEET r Wall Section -` scams: ,/z^ _ ,•-o• City Of Rclnton Planning Division REVISIONS JOB No.: DATE; SHEET SEP 2�0'J L z Wali Section r3---�Wall Section -' scn�: �/2' = r -o^ � �_Rcn�E: � /z• = i' -o^-�SGGVbE�� 0 --\,Wall Section f -7- '9�SCALE: 1/2" = V-0" '_./. �, i / / 1 i r' i/ r f /r 1 r.' /i /•/ `rs f .'/'/rr r ! f ! r` % ( ! / F,f/,(/♦f f ",f /f �`i �; ;i' � '•J%: f"/ f• f i �'/`rJr /I/'' 3. .t r/t %, / • !�'/ %/ �. .� J / - %r �` �' f r�!" !.r Ffr / / Jf `•/I %r �� •,/ .' — i / 7 ,r • 'r � �� r / ff. %� /f �/ r" `/` • �t� r/ r %•f�.i / / �/''i 1 / f ` �•'.- % r Jr ✓' � //J f .f ' � / -,' � ♦ /' �� f f � f -' r f f , r i Mai L 2-N\Wall Section ::Zy- SCALE: 1/2" = 1'-0" RFvIsoNs 0 m 0 0E QD 0 0 LL .� N ... ". M N ®E x Q 0 0 .� � � N Q... 0. JOEL No.: DATE,- SHEET ATA: SHEET City of Renton Planning Division SEP - S. mg G31 �GC��MC�DD .. ._ -..-.. .. W ... .. .. __. ,,.,�. , ..a _ .Ei=±,'-'k , 8 ;+�?..-. �, _� .,� s � z STAIRS C l/CCT1ol 11 C rl r� ® ® ® ® ® 0 First Level Code Plan SCALE. STAIRS 1/8 3) _ 1 C» Lel*"6:11149 Second Level Code Plan SCALE: 1/8 " = 1'--C Key Plan 1st Floor toot I• 4N i/1=.qT1R111 F Key Plan 2nd Floor �k STAIRS STAIRS STAIRS Vj General Notes 1. SEE FLOOR PLANS, EXTERIOR ELEVATIONS, BUILDING SECTIONS, AND WALL SECTIONS FOR CONSTRUCTION MATERIALS AND DETAILS. Exiting & Occupancy Ledgend F,E, WALL MOUNTED FIRE EXTINGUISHER PATH OF EGRESS 0 EXIT DISCHARGE LOCATION Square Footage Data FIRST FLOOR UNIT'A'............................................... 990 soft UNIT'B'............................................... 1071 soft UNIT'C'............................................... 964 s.f. CORR./STAIRS ............................ 584 sof. SUBTOTAL....... ..3609 s.f. SECOND FLOOR UNIT'D'............................................4 990 s.f. UNIT'E'............................................. 1071 soft UNIT'F'.............................................. 990 soft CORR./STAIRS .......................... 584 soft SUBTOTAL....... ..3635 soft THIRD FLOOR r UNIT 990 s. f. G ............................................. UNIT'H'............................................. 1071 s.f. UNITT ............................................... 990 sof. CORR./STAIRS ............................ 584 sof. SUBTOTAL.....,. ..3635 soft TOTAL.................................................10,879 s.f. \/CCTIQI II C Third Level Code Plan SCALE: 1/8 Pt = V_Cf F�BuildinCode Compliance Summary JURISDICTION CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION: CHAPTER 10 - MEANS OF EGRESS: Renton, Washington CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS CHAPTER 11 - ACCESSIBILITY: BASED BUILDING CODES ON USE AND OCCUPANCY. State Building Code RCW 19.27 CHAPTER 5 GENERAL BUILDING HEIGHTS AND 2006 International Building Code AREAS: 2003 ICC/ANSI A117.1 2006 international Mechanical Code CHAPTER 6 - TYPES OF CONSTRUCTION: 2003 Uniform Plumbing Code 2006 National Electric Code 2006 International Fire Code CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION: 2006 Energy Conservation Code CHAPTER 8 - INTERIOR FINISHES: CHAPTER 9 - FIRE PROTECTION SYSTEMS: \/CC'TID1 11 C Key Plan 3rd Floor s s STAIRS _k CitY Of Renton Planning Division FB - 1 2010 R Lit�r�ovco REVISIONS 7873 REGISTERED ARCHITECT ARTHUR L ADAMOV STATE OF WASHINGTON CD0 E 0 0" V U, @ 3: ® cm .. d Cq 0 NC4W CA x co 0 Q m � r qt O a %00 a JOB No.: DWG.: DATE: SHEET AO -1 C N • I ,Back Elevation - North Side Z Front Elevation - South Side SCALE: 1/41$ = 1 ' — 0" EL= 397, 0 Elevation Keyed Notes QJ 6" VINYL LAP SIDING 4) 4" VINYL TRIM a ARCHITECTURAL ASPHALT SHINGLES 12" VINYL BAND 4" VERTICAL TRIMS @ 24" O.C. METAL RAILING 0 36" A.F.F. 1x8 VINYL FASCIA OVER 2x6 SUB --FASCIA COLUMN STRUCTURE �g 1j",- ALUMINUM RAILING 0 36" A.F.F. 1� VINYL VERTICAL SIDING REVISIONS 5 7873 REGISTERED ARCHITECT ARTHUR L ADAMOV STATE OF WASHINGTON It 0)O 0 d N O 00 O 0 d N L •� N .. d 0) N 0 dE x Al 0 0 � m N qt a 6 %wo a JOB NO.; D WG. DATE.- 1-20-10 ATE:1-20-10 SHEET CRY of Renton .. Planning Division FEB - 1 2030 QJ0_EC-000MEDD 6 9 EL=397.5 WO] WN MO WE Left Elevation - West Side SCALE: 1/4" ....,,. 1 ' — n 11 Iillnll' �' C� ' CD io ,►oil!. I . . . . ... . C0 CD . . . . . . . . ... WO] WN MO WE Left Elevation - West Side SCALE: 1/4" ....,,. 1 ' — n 11 Right Elevation - East Side SCALE; 1/4 ?1 = V-0" s a 4 s EL=3L / .5 Elevation Keyed Notes 6" VINYL LAP SIDING 4" VINYL TRIM ARCHITECTURAL ASPHALT SHINGLES 12" VINYL BAND 4" VERTICAL TRIMS 0 24" O.C. METAL RAILING ® 36" A.F.F. O 1x8 VINYL FASCIA OVER 2x6 SUB --FASCIA COLUMN STRUCTURE 1 i"N ALUMINUM RAILING CSD 36" A.F.F. 1Q VINYL VERTICAL SIDING CRY of Renton Planning Division FFD -- 1 2010 [J-01 rc E o \\§ E 0 REVISIONS 783 REGISTERED ARCHITECT ARTHUR L ADAMOV STATE OF WASHINGTON JOB No.: DWG.: DATE - SHEET A5-2 - - ,...�. _ _. .. .. .. ..�.. .--..... :.:...-..- ..�, . �.> . m:.._ ..:.i..m.. .,..a --.,....: ...:...:.�s ....... _. ... i� „-�. -,„[, A,Kl r .r C.u: . y : X5,.4 Iillnll' �' C� ' CD io ,►oil!. . . . . ... . . . . . . . . . ... Right Elevation - East Side SCALE; 1/4 ?1 = V-0" s a 4 s EL=3L / .5 Elevation Keyed Notes 6" VINYL LAP SIDING 4" VINYL TRIM ARCHITECTURAL ASPHALT SHINGLES 12" VINYL BAND 4" VERTICAL TRIMS 0 24" O.C. METAL RAILING ® 36" A.F.F. O 1x8 VINYL FASCIA OVER 2x6 SUB --FASCIA COLUMN STRUCTURE 1 i"N ALUMINUM RAILING CSD 36" A.F.F. 1Q VINYL VERTICAL SIDING CRY of Renton Planning Division FFD -- 1 2010 [J-01 rc E o \\§ E 0 REVISIONS 783 REGISTERED ARCHITECT ARTHUR L ADAMOV STATE OF WASHINGTON JOB No.: DWG.: DATE - SHEET A5-2 - - ,...�. _ _. .. .. .. ..�.. .--..... :.:...-..- ..�, . �.> . m:.._ ..:.i..m.. .,..a --.,....: ...:...:.�s ....... _. ... i� „-�. -,„[, A,Kl r .r C.u: . y : X5,.4