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1 I o 0087000211 D087000214 I SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. 1 AiVANA RIDGE N \ I I l y I 0057000285 0087000280 0087000282 0087000281 — 0 \ \ Q 0 ` SE 172ND STREET- Lij Yj --- NBB'M'09'E 560.08'—..--.— LiJ- U \ \ h 29230591 ]6 Q \ WEST UILDING EAST BUILDING `� >44 \ Q \ G�- - y \ - - \\ - \ \ \ .• ...'.-m�r� _�� \� A / _a \ � h•1�•,•y� o yOpE� � LEGEND: _ FOUND SECTION MONUMENT \ �'r~%%+''''''"'''•' �'•• ��r AS NOTED FOUND MONUMENT AS NOTED ROAD STGNAGE V / On n z z s� Po W W s SE 166M ST oQ� Q Q 00 0 Q SE 172ND Si 3P $llE o0 s£ 173R0 sr w o ti S 36M PL. SE 1>4n{ SE PETRONTEKY RD S 38M CT. N h K o n ti o SE CARR RD o l / \ c Mau e0x \ \ 'y+p �\ ... ®. AK'\ POWER METER 2� POWER POLE \ \ <% u JUNCTION BOX. SIZE VARIES \ \ 4 LIGHT POLE NO ARM - GUY WR£ WATER METER \ \ ) GRAPHIC SCALE WATER VAT.VE \ �� / / `20 40 80 FIRE HYDRANT \ / / 1 INC TYPE I CA TOR BASIN 'PROJECT DATA: STORM DRAIN MANHOLE \ \ / SITE ADDRESS' 10615 SE 172ND ST PENTINJ, WA \ \ N855909'W 61.01' SANITARY MANHOLE LEGEND / /TAX PARCEL NUMBER' 292305-9009 ROOKERY \ \ PROPOSED ZONING DESIGNATION: RM-F CITY OF RENTON_ REDUCED STREAM BUFFER 9,095 SQUARE FEET ' \ \ / / PROPOSED NUMBER OF DWELLING UNITS 74 VERTICAL BOARD FENCE PROPOSED DENSITY' 2Q21 DU/NET ACRE irl HORIZONTAL BOARD FENCE \ X "- ADDED STREAM BUFFER TYPICAL BUILDING SETBACKS: \ SEWER AND WATER DISTRICT SODS CREEK / l l DECIDUOUS TREE 95D SQUARE FEET FRONT YARD SETBACK- 20 FEET \ \ / / SCHOOL DISTRICT.' RENTON J403 �J STREET SIDE YARD SETBACK: 20 FEET OATSIDE SETBACK: 5 FEET TELEPHONE SERWCE' CENTURY LINK �j EVERGREEN TREE / NEW ASPHALT PAVEMENT VERTICAL DATUM \ POWER SOURCE' PUGET SOUND ENERGY li SANITARY SEWER LINE NAM 88 \ GENERAL NOTES: LEGAL DESCRIPTION: \ AREA of PROPERTY.164,bv sE (378a ACRES) STORM LINE 4 OVERHEAD POWER LOT i TOGETHER WITH LOT 2 OF CITY OF RENTON LOT AREA OF WORK: 177211 OF (4.068 ACRES) CONCRETE SIDEWALK OR TRAIL LINE ADJUSTMENT NO. LUA-09-024-LLA LND-30-OJ494 \ P - UNDERGROUND POWER - RECORDED DECEMBER ib, 2011 UNDER RECORDING NO. DISTURBED AREA: 150,138 S.F. (3.447 ACRES) w' UNDERGROUND WATER ° UNDERGROUND GAS UNDERGROUND TELEPHONE - - UNDERGROUND CABLE .. ., m EDGE OF PAVEMENT —" I FENCE O DECORATIVE LIGHTING FEATURE Cetl 2 Working Days Before You Dig 811 VMlies Underground Location Center (ID,MT,PD.OR,WA) GRAVEL SURFACED TRAIL WOOD CHIP OR RA NATURAL SURFACED (RAIL/AREA 20111216900001, IN KING COUNTY, WASHINGTON. BASIS OF BEARINGS - N46'39'10"E HEWER CITY OF RENTON HORIZONTAL CONTROL POINTS NOS. 1866 AND 1863 NAD83/91. BENCHMARK: CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2' DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SCUM, DOWN 0.4' IN MONUMENT CASE ELEVATION - MOSS FEEL D.R. STRONG 3 FINALPLANS a D CONSULTING ENGINEERS 8148INEERs PUAW919 BuavEYoas BM1lHAVENIe KOLdM'0, WASS033 N0. 04slW.,8068 F42AW72428 LAND IN CRITICAL AREAS 4,016 S.F. (0.092 ACRES) NET NEW IMPERVIOUS AREA (ONSITE): 69,089 S.F. (1.586 ACRES) NET NEW IMPERVIOUS AREA (R.O. W.): 23,749 (0.545 ACRES) INDIVIDUAL BUILDING AREAS: 9.632 OF (WEST) 12,612 S.F. (EAST) PARKING PROPOSED: 94 STALLS NPDES WAR PERMIT#..' WAR304820 ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. FILL NEEDED IN EXCESS OF ONSIIE SOIL SHALL HE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. As NOTED ^°°' dL CITY OF RENTON NEE �� Plonning/Building/Public Works Dept. 10615 SE 172ND ST. RENTON, WA Ci F NET ONE NOR REVISION BY DATE I APPR iiW V^LENei C15008868 B15008865 B15008867 VICINITY MAP 1 =1000' PROJECT CON TACTS• APPLICANT / OWNER. _ A VANA RIDGE, LLC _9575 SE 36M STREET, SUITE 105 _MERCER ISLAND, WASHINGTON 98040 ... ... ...(206) 568-1147 ... ._ ...CONTACT. JUSVN LAGERS .. .. .. ✓USnMOAMERICANCLASSICHOMES.COM CIVIL ENGINEER/SURVEYOR .D.R. STRONG CONSULTING ENGINEERS INC, .. .. .620 ]TH AVENUE ... .. .KIRKLAND, WASHINGTON 98033 .. (425) 827306J ... ..CONTACT MAHER A. ✓0004 PE .. .. MAHER. ✓OUDINCIOR MONG.COM _.. ... ...CONTACT DOUGLAS J. COOMBES P.LS _. .. .. .D0UCLa5 C00MBES®0RSIR0NGC0M ARCHITECT .. .. GROUPARCHITECT ... ... .OJ5 WESTLAKE AVENUE NORM, SUITE 200 ... ... _SEAME, WASHINGTON 98109 .. (206) 365-1230 x215 LAURA OVSAK, A/A LANDSCAPE ARCHITECT ..INS LA STUDIO, LLC .. 15200 52NO AVENUE SOUM, SUITE 210 ._ .._ ...... SEATTLE, WASHINGTON 98188 .._ .._ _.(206) 204-0507 x215 . .... ..... ...CONTACT` CHRIS PETERSEN, PLA, ASLA 11 . CHRISPOVIELASRIDIONET CI I OF 26 COVER SHEET C2 2 OF 26 NOTES C3 3 OF 26 EXISTING CONDITIONS / TOPOGRAPHY PLAN C4 4 OF 26 HORIZONTAL CONTROL AND SITE PLAN C5 5 OF 26 MEE RETENTION PLAN C6 6 OF 26 MEE REIENnON TABLE C7 ] OF 26 TESC PLAN C8 8 OF 26 TESC NOTES AND DETAILS C9 9 OF 26 GRADING PLAN CIO 10 OF 26 GRACING DETAILS C11 It OF 26 TRANSIRON DETAILS C12 I2 OF 26 ROAD DETAILS CIS 13 OF 26 ROAD CROSS SECTIONS C14 14 OF 26 ROAD CROSS SECTIONS AND CHANNELIZATION DETAILS C15 15 OF 26 ROAD AND STORM DRAINAGE PLAN CI6 16 OF 26 EAST/WEST DRIVEWAY ROAD AND STORM PROFILE C17 17 OF 26 EAST/WEST DRIVEWAY ROAD AND STORM PROFILE CI8 18 OF 26 NORM/SOUTH DRIVEWAY ROAD AND STORM PROFILE C19 19 OF 26 SE 172ND STREET ROAD AND STORM PROFILE C20 20 OF 26 SE 172ND STREET ROAD AND STORM PROFILE C21 21 OF 26 BENSON ROAD AND STORM PROFILE C22 22 OF 26 STORM DRAINAGE DETAILS C23 23 OF 26 VAULT DETAILS C24 24 OF 26 STORMFILTER DETAILS C25 25 OF 26 COMPOSITE UTILITY PLAN C26 26 OF 26 SIGNING AND CHANNELIZATION PLAN AND DETAILS ITT 1 OF 3 ILLUMINATION PLAN ITS 2 OF 3 ILLUMINATION DETAILS ITS 3 OF ILLUMINATION DETAILS m 1 OF I SIGNAL MODIFICATION PLAN RSI 1 OF I RADAR SPEED SIGNS I 1 OF 2 CRITICAL AREA MITIGATION PLAN 2 2 OF 2 CRITICAL AREA MITIGATION PLAN R-392201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS REGIONAL FIRE AUTHORITY as cthom04/07/2017 +` ��` .,„ , TRANSPORTATION OPERATION cbarnes 04/07/2017 ' D] SURFACE WATER UTILITY rstraka 04/07/2017 DEVELOPMENT ENGINEERING rnair 04/11/2017mmm] AVANA RIDGE PUD 10.27.16 COVER SHEET CO 00 CO 0 O Ln U LO Q J N N 0) IM H- U W 7 U 2 DRS PROJECT NO. 15088 n M u SW 114 SECTION SLOPE STABILITY cl WE DID NOT OBSERVE SURFACE EVIDENCE OF SLOPE INSTABILITY, PRIMARILY ALONG ME STREAM CHANNEL WHICH IS TO REMAIN UNDEVELOPED BASED ON TOPOGRAPHIC CI SURVEY PLANS AND OUR SITE OBSER VA PONS, SLOPES WITHIN THE SPRINGBROOK RIDGE PROPERTY ARE LESS MAN 25 PERCENT GRADE AND ARE THEREFORE NOT IT REGULATED AS A SENSITIVE OR PROTECTED SLOPE TI A TEST PlT TP-9 APPEARED TO ENCOUNTER NE FORMER MINE ENTRY BECAUSE OF ME PRESENCE OF FILL TO GERM (AT LEAST 15-FEET DEEP). CURRENTLY MIS AREA IS SI PLANNED FOR PARKING AND AN UNDERGROUND STORYWATER DETENTION VAULT (VAULT B). IN OUR OPINION, THIS FORMER MINE ENTRY, MOUN APPARENTLY FILLED TO A DEPTH OF AT LEAST 15 FEET, WILL NEED TO BE EXCAVATED DURING CONSTRUCTION TO EXPOSE ME PLAN DIMENSIONS OF THE TUNNEL AREA AND TO REFINE OUR RECOMMENDATIONS FOR RECLAMATION AS DESCRIBED BELOW. WE EXPECT ME FORMER MINE ENTRY TO BE ABOUT 5- TO 8-FEET IN DIAMETER AND INCLINED AT ABOUT 55 pI ME RECLAMATION OF ME MINE ENTRY SHOULD CONSIST OF A STRUCTURAL PLUG (CONTROLLED DENSITY FILL - CDF) MAT WILL REDUCE ME RISK OF FUTURE CAVING AND SUPPORT SURFACE FACILITIES SUCH AS A PARKING LOT AND/OR UNDERGROUND STORMWAT£R VAULT. THE STRUCTURAL PLUG SHOULD CONSIST OF LEAN CONCRETE MAT IS USED TO FILL A "PREPARED EXCAVATION" A DIAGRAM SHOWING ME SCHEMATIC DETAILS OF THIS RECLAMA➢ON FOR A PARKING LOT CONDITION IS SHOWN IN ME HIGH COAL MINE HAZARD RECLAMATION PLAN (PARKING AREA), FIGURE 3 AND FOR AN UNDERGROUND STORMWARW VAULT IN ME HIGH COAL MINE HAZARD RECLAMATION PLAN (STORMWAMR VAULT), FIGURE 4. BASED ON OUR EXPERIENCE NIS TYPE OF MINE OPENING RECLAMATION HAS BEEN USED FREQUENTLY BY THE U.S. DEPARTMENT OF INTERIOR OFFICE OF SURFACE MINING THE PREPARED EXCAVATION SHOULD BE COMPLETED DURING SITE GRADING BY REMOVAL OF EXISTING FILL SOILS TO A DEPTH OF AT LEAST 15 FEET OR TO AT LEAST 5 FEET BELOW ME BASE OF ME UNDERGROUND STORMWATER VAULT, OR AS DETERMINED BY A GEOTECHNICAL ENGINEER OR GEOLOGIST DURING EXCAVATION ME PREPARED EXCAVATION SHOULD BE WIDENED INTO ME NATIVE GLACIAL TILL AREAS NAT SURROUND ME MINE OPENING BY AT LEAST 5 FEET TO FORM ME "PLUG" AND SHOULD ALSO BE OBSERVED BY A GEOTECHNICAL ENGINEER OR GEOLOGIST DURING EXCAVATION ME VAULT, WHERE UNDERLAIN BY THE FORMER MINE ENTRY. SHOULD HAVE ME BASE DESIGNED TO SPAN AT LEAST 10 FEET AS A DESIGN REDUNDANCY SITE PREPARATION CONWN BONAL SITE PREPARA BON PROCEDURES FOR ME TYPE OF TERRAIN AND FOREST PRESENT ON ME SITE ARE EXPECTED WE RECOMMEND MAT ALL TREES FALLEN LOGS BRUSH, LOW -GROWING VEGETATION AND FOREST DUFF BE REMOVED FROM ME PLANNED DEVELOPMENT AREA. WE RECOMMEND NAT ANY HAZARDOUS TREES (ES, Q z STRIPPING TREE ROOT BALLS SHOULD BE REMOVED AND REPLACED W O STRUCTURAL FILL DISTURBANCE TO A GREATER °DEPTH CAN BE EXPECIED IF CLEARING°� Z OPERATIONS ARE DONE IN WET WEATHER ME EXCAVATED WEATHERED AND UNWEATHERED GLACIAL TILL SOILS ARE MOISTURE -SENSITIVE AND DIFFICULT TO OPERATE ON AND TO COMPACT DURING WET WEATHER RUBBER-PRED VEHICLES AND EVEN FOOT TRAFFIC WILL DISTURB MIS MATERIAL WHEN IT IS ABOVE -OPTIMUM MOISTURE MIS Q MATERIAL READILY ABSORBS MOISTURE, IS DIFFICULT TO DRY OUT AND ALSO HAS A FAIRLY HIGH ER09ON POTENTIAL. ACCORDINGLY, SILT FENCES AND OMER EROSION > PROTECTION MEASURES WILL BE NECESSARY Q STRUCTURAL FILL GENERAL - ALL NEW FILL IN BUILDING AND PARKING AREAS SHOULD BE PLACED AS STRUCTURAL FILL STRUCTURAL FILL MATERIAL SHOULD BE FREE OF DEBRIS; ORGANIC CONTAMINANTS AND ROCK FRAGMENTS LARGER RAN 6 INCHES. IL SUITABILITY OF MATERIAL FOR USE AS STRUCTURAL FILL CWILLRE DEPEND L CO ES INCREASINGLY AND MOISTURE CONTENT OF H£ SOIL AS NE AMOUNT OF FINES (SOIL PARTICLES PASSING ME U.S. STANDARD NO. AC SIEVE) INCREASES; SOIL BECOMES INCREASINGLY SENSITIVE TO SMALL CHANGES IN MOISTURE CONTENT AND ADEQUATE COMPACTION BECOMES MORE DIFFICULT TO ACHIEVE. COMMON BORROW - WE RECOMMEND THAT COMMON BORROW FILL CONFORM WTH SECTION 9-OS I4(3) OF ME COX WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (STANDARD SPECIFICATIONS). COMMON BORROW VILE BE SENSITIVE TO CHANGES IN MOISTURE CONTENT AND COMPACTION TILL BE DIFFICULT OR IMPOSSIBLE TO ACHIEVE DURING NET WEATHER. WE RECOMMEND THAT COMMON BORROW BE USED AS STRUCTURAL FILL ONLY DURING DRY WEATHER CONDIBONS WHEN PROPER MOISTURE CONDITIONING CAN BE ACHIEVED. GRAVEL BORROW - WE RECOMMEND MAT GRAVEL BORROW CONFORM WON SECTION 9-GS14(I) OF ME 2008 STANDARD SPECIFICATIONS. WE RECOMMEND THAT GRAVEL BORROW CONTAIN NO MORE THAN 5 PERCENT FINES DURING WET WEATHER AND IN WET SUBGRADE CONDITIONS. REUSE OF ON -SITE MATERIALS - THE NATIVE SOILS (WEATHERED AND UNWEATHERED GLACIAL DLL) MAY BE REUSED FOR STRUCTURAL FILL DURING PERIODS OF EXTENDED DRY WEATHER SOIL CONTAINING MORE MAN 20 PERCENT ORGANIC MATTER (ROOTS FOREST DUFF AND TOPSOIL) SHOULD ONLY BE USED IN LANDSCAPING AREAS OR FOR OMER PURPOSES WHERE SPECIFIC COMPACTION CRITERIA IS NOT REQUIRED. PLACEMENT AND COMPACTON - FOR PLACEMENT DURING WET WAVIER OR ON NET SUBGRADES, STRUCTURAL FILL SHOULD CONTAIN NO MORE THAN 5 PERCENT FINES. FILL PLACEMENT OVER WET GROUND SHOULD COMMENCE WITH AN INITIAL LIFT OF ABOUT 24 INCHES OF GRAVEL BORROW NTH LESS MAN 5 PERCENT FINES MIS LIFT SHOULD BE COMPACTED BY ROLLING WOUUT VIBRATION TO REDUCE ME POTENTIAL FOR INDUCING "PUMPING" OR "YIELDING" OF ME UNDERLYING SOILS. DURING DRY WEATHER, ME FINES CONTENT MAY BE UP TO ABOUT 30 PERCENT, PROVDED MAT ME FILL CAN BE MOISIVRE-CONDITIONED AND COMPACTED TO ME DEGREE SPECIFIED BELOW. STRUCTURAL FILL SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED FROM ASTM TEST METHOD 0 155Z THIS APPLIES TO ALL UTILITY )BENCH BACKFILL AS WELL WASTE FILL IN LANDSCAPING AREAS NEED ONLY BE COMPACTED TO ME EXTENT REQUIRED FOR TRAFFICABILITY OF CONSTRUCTION EQUIPMENT AS A GUIDELINE. WE RECOMMEND MAT STRUCTURAL FILL BE PLACED IN HORIZONTAL LIFTS WHICH ARE IOC INCHES OR LESS IN LOOSE THICKNESS ME ACTUAL LIFT QUICKNESS WILL DEPEND OF ME COMPACTON EQUIPMENT USED AND THE QUALITY OF ME FILL. EACH LIFT SHOULD BE COMPACTED WIN WBRATORY EQUIPMENT TO AT LEAST 95 PERCENT OF ME MOD. THE MOISTURE CONTENT OF ME FILL MATERIAL SHOULD BE ADJUSTED AS NECESSARY TO ACHIEVE ME REWIRED DEGREE OF COMPACTION. EACH LIFT SHOULD BE COMPACTED TO ME REWIRED SPECIFICATION BEFORE PLACING SUBSEQUENT LAYERS. NONSTRUCTURAL FILL PLACED IN LANDSCAPE AND WASTE -FILL AREAS WHERE ME EXISTING SURFACE SLOPE IS NO STEEPER MAN AHYV (HORIZONTAL TO VERTICAL) NEEDS TO BE COMPACTED IN WE RECOMMEND MAT A REPRESENTATIVE FROM OUR FIRM OBSERVE ME PREPARATION FOR, PLACEMENT, AND OF IN -PLACE DENSITY TESTS SHOULD BE COMPLETED IN THE FILL TO EVALUATE IF ME DESIRED DEGREE OF FILL SETTLEMENT WE EXPECT THAT FILL AREAS WILL BE UNDERLAIN BY MEDIUM DENSE TO VERY DENSE SILTY SAND )NTH VARIABLE AMOUNTS OF GRAVEL AND COBBLES (W£ANERED AND UNWEATHERED GLACIAL TILL) SETTLEMENT OF THESE WONERL HUNG MATERIALS IS EXPECTED TO RANGE FROM 54 TO I INCH AND SHOULD OCCUR RAPIDLY AS FILL IS PLACED SOME SETTLEMENT MLL ALSO OCCUR W NIN ME FILL ITSELF, ESPECIALLY WHERE ME FILL NICKNESS IS GREATER NAN ABOUT 5 FEET WE ESTIMATE THAT ME MAXIMUM AMOUNT OF SETTLEMENT WNIN ME FILL TILL BE NO MORE MAN I PERCENT OF ME FILL THICKNESS THUS, FOR A 10-FOOT NICK FILL SECTION SETTLEMENTS ON ME ORDER OF I TO IS INCHES MIGHT OCCUR AND SHORING MUST COMPLY WTH THE PROWSONS OF RT E 296 WASHINGTON ADMINISTRATIVE CODE (WAC). PART N. "EXCAVATION TRENCHING AND SNORING- NE RECOMMEND MAT TEMPORARY EXCA VAPONS. INCLUDING ANY TEMPORARY SHORING, BE MADE WE RESPONSIBILITY OF ME CONTRACTOR ME CONTRACTOR IS PRESENT AT WE SITE CONPNUOUSLY AND 15 BEST ABLE TO OBSERVE CHANCES IN SITE AND SOIL CONDITIONS AND MONITOR THE PERFORMANCE OF EXCAVATIONS TEMPORARY TRENCH SHORING WITH INTERNAL BRACING CAN BE DESIGNED USING ACTIVE SOIL PRESSURES WE RECOMMEND MAT TEMPORARY SHORING BE DESIGNED USING A LATERAL PRESSURE EQUAL TO AN EQUIVALENT FLUID DENSITY OF 40 POUNDS PER CUBIC FOOT (PCF), FOR CONDITIONS WITH A LEVEL GROUND SURFACE ADJACENT TO WE EXCAVATIM IF THE GROUND W1NIN 5 FEET OF WE EXCAVA PON RISES AT AN INCLINATION OF UELV OR STEEPER, THE SHORING SHOULD BE DESIGNED USING AN EQUIVALENT FLUID DENSITY OF 75 PCF FOR ADJACENT SLOPES FLATTER WAN IN. IV, SOIL PRESSURES CAN BE INTERPOLATED BETWEEN MIS RANGE OF VALUES OMER CONDITIONS SHOULD BE EVALUATED ON A CASE -BY -CASE BASIS THESE LATERAL SOIL PRESSURES DO NOT INCLUDE TRAFFIC OR CONSTRUCTION SURCHARGES RAT SHOULD BE ADDED SEPARATELY, IF APPROPRIATE. ITIS TYPICAL FOR SHORING TO BE DESIGNED FOR A TRAFFIC INFLUENCE EQUAL TO A UNIFORM LATERAL PRESSURE OF 240 POUNDS PER SQUARE FOOT (PSF) ACING OVER A DEPTH OF 10 FEET FROM THE GROUND SURFACE MORE CONSERVATIVE PRESSURE VALUES SHOULD BE USED IF ME DESIGNER DEEMS WEN APPROPRIATE THESE SOIL PRESSURE RECOMM£NDAPONS ARE PREDICATED UPON THE CONSTRUCTION BEING ESSENTIALLY DEWATER£D; THEREFORE, HYDROSTATIC WATER PRESSURES ARE NOT INCLUDED. CONSTRUCTION DEWADWING BASED ON OUR TEST PIT EXPLORATIONS AND GENERAL KNOWLEDGE OF THE SITE AREA WE DO NOT EXPECT THAT CONSRUCTON DEWATWING WILL BE NECESSARY HOWEVER, IF POCKETS OF GROUND WATER SEEPAGE ARE ENCOUNTERED, WE EXPECT THAT PUMPING FROM A SUMP WTHIN ME TRENCH MAY BE USED FOR SMALL TO MODERATE AMOUNTS OF GROUND WATER SEEPAGE WELL POINTS OR PUMPED WELLS WALL BE NECESSARY IF LARGE AMOUNTS OF GROUND WATER SEEPAGE ARE ENCOUNTERED. NO RECOMMEND MAT THE CONTRACTOR BE REQUIRED TO SUBMIT ME PROPOSED DEWATERING SYSTEM DESIGN AND PLAN LAYOUT TO ME PROJECT ENGINEER FOR RENEW AND COMMENT PRIOR TO BEGINNING CONSTRUCTION UNDERGROUND UTILITY TRENCH BACKFILL ALL TRENCH BACKFILL SHOULD CONSIST OF STRUCTURAL FILL QUALITY MATERIAL AS PREVIOUSLY DESCRIBED IN ME STRUCTURAL FILL SECTION OF NIS REPORT UNLESS SPECIFIED ONERIISE IN NIS REPORT. ME FOLLOWING GENERAL REQUIREMENTS SHALL APPLY TO ALL FILL PLACEMENT, INCLUDING PIPE BEDDING AND TRENCH BACKFILLING • UNDERGROUND UTILITIES SHOULD BE BEDDED IN CRUSHED GRAVEL AS SPECIFIED IN ME 2006 WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(3) FOR "GRAVEL BACKFILL FOR PIPE ZONE BEDDING." • PIPE ZONE BEDDING SHOULD BE EXTENDED AT LEAST 4 INCHES BELOW ME UTILITY LINE AND 6 INCHES ABOVE ME UTILITY LINE. BEDDING SHOULD BE WORKED UNDER ME PIPE HAUNCHES USING HAND TOOLS AS REQUIRED. BEDDING MATERIAL SHOULD BE TAMPED OR VIBRATED (COMPACTED) INTO PLACE. • PIPE ZONE BEDDING FOR ALL NON -WATER UNDERGROUND DILUTES SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF ME MOD (ADEN TEST METHOD D 1557). PIPE ZONE BEDDING FOR ALL WATER MAINS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MOD (ASTM TEST METHOD D 1557). • BACKFILL PLACED ABOVE ME BEDDING MATERIAL SHOULD CONSIST OF STRUCTURAL FILL QUALITY W-SITE MATERIAL, OR "COMMON BORROW" AS SPECIFIED IN 200 WSOOT STANDARD SPECIFICATIONS SECTION 9-0314(3). DURING NET WEATHER PERIODS, BACKFILL MATERIAL SHOULD HAVE LESS NAN 5 PERCENT FINES CONTENT • AS A GUIDELINE BACKFILL SHOULD BE PLACED IN LIFTS OF 10 INCHES OR LESS (LOOSE THICKNESS). EACH LIFT SHOULD BE COMPACTED PRIOR TO PLACING ME SUBSEQUENT LIFT. PRIOR TO COMPACTION, ME BACKFILL SHOULD BE MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT • ALL TRENCH BACKFILL SHOULD BE COMPACTED IN LIFTS TO AT LEAST 95 PERCENT OF ME MOD ASN TEST METHOD D 1557. BACKFILL COMPACTION SHOULD BE Cell 2 Working Days Before You Dig 811 Vilifies Underground Location Center (ID,MT D,ORWA) 100-FOOT INTERVALS ALONG ME TRENCH ALIGNMENT TO Q0 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 020IINAVENLB KIRKLANG, 1%1(tl0.93 GAIEW..30A4 F423e27!IQT TOWNSHIP 23 N, RANGE 5 E, W"M, CONDITIONS OF APPROVAL: IA RIDGE THE PROPOSED PRELIMINARY MEETS ALL APPLICABLE CRITERIA QUOTED IN THIS DECISION AND FOR THAT REASON IS APPROVED REQUESTED REVISIONS TO DEVELOPMENT STANDARDS IDENTIFIED IN FINDING OF FACT NO. 3 ARE ALL APPROVED EXCEPT FOR REVISIONS TO RMC 4-9-15GE2 NE APPLICANT'S REQUEST FOR AN ADDITIONAL 1.5 FEET IN BUILDING HEIGHT FOR THE WEST BUILDING AS PROPOSED IN EX 27 15 ALSO APPROVED. THE PROPOSAL 15 SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF ME DEMRMINA PON OF NON -SIGNIFICANCE STABILITY IF GROUND IN ACCORDANCE NTH APPLICABLE OSHA AND WSILA REGULATIONS. MAN 24k 1V. ME UPPER PORTION OF CUT SLOPES MIT EXPOSE LOOSE TO MEDIUM DENSE WEATHERED WEATHERED GLACIAL TILL SOIL MEE BE SUBJECT TO LOCALIZED RAVELING AND SLOUGHING AND MUST FILL SLOPES STRUCTURAL FILL SLOPES MAY BE SLOPED AT 2H: IV OR FLATTER ALL SURFACES WHICH WILL RECEIVE FILL SHOULD BE PROPERLY STRIPPED OF VEGETATION AND ORGANIC MATTER PRIOR TO PLACING FILL. FILL PLACED ON EXISTING SLOPES WHICH ARE STEEPER THAN tH' IV SHOULD BE PROPERLY KEYED INTO ME NATIVE SLOPE SURFACE NIS CAN BE ACCOMPLISHED BY CONSTRUCTING THE FILL IN A SERIES OF 4- TO 5-FOOT-W>DE HORIZONTAL BENCHES CUT INTO ME SLOPE. ME FILL SHOULD BE PLACED IN HORIZONTAL LIFTS WE RECOMMEND MAT FILL BE PLACED ON THE CUT BENCHES AS SOON AS POSSIBLE FOLLOWING CONSMUCPON OF ME BENCHES EARTHWAKE OR WIND LOADS ARE CONSIDERED. THE SETTLEMENT OF FOUNDATION ELEMENTS BEARING ON DENSE TO VERY DENSE GLACIAL TILL WILL BE NKNZNAL (LESS MAN %INCH. ME EXPECTED SETTLEMENT MEE INCREASE AS ME STRUCTURAL FILL UNDERLYING ME FOOTINGS INCREASES WE EXPECT ME MAXIMUM TOTAL SETTLEMENT OF FOOTINGS PLUNGED ON STRUCTURAL FILL PREPARED AS RECOMMENDED WILL BE LESS MAN ABOUT I INCH NEREFORE PROVIDED WERE IS NOT AN ABRUPT TRANSITION BETWEEN FOOTINGS UNDERLAIN BY FILL AND THE UNI EA NERED GLACIAL TILL, WE EXPECT DIFFERENTIAL SETTLEMENTS WILL BE LIMITED TO ABOUT 1/2 INCH BETWEEN COMPARABLY LOADED ISOLATED COLUMN FOOTINGS OR WNIN 50 FEET ALONG CONPNUWS STRIP FOOTINGS IF A SHARP TRANSIDON BETWEEN ME FILL AND THE UNWEATHERED GLACIAL TILL IS ENCOUNTERED DURING CONSTRUCTION ME TRANSITION CAN BE MADE MORE GRADUAL BY EXCAVATING SOME OF ME UNWEATHERED GLACIAL TILL AND REPLACING IT WN STRUCTURAL FILL OR TAKING ME FOOTINGS FOUNDED ON WEATHERED GLACIAL DLL/STRUCTURAL FILL DEEPER. WE SLAB -ON -GRADE ME SLAB -ON -GRADE SUBGRADE SHOULD BE PREPARED IN ACCORDANCE WIN ME PREVIOUSLY DESCRIBED SITE PREPARATION AND EARNWORK RECOMMENDATIONS WE RECOMMEND NAT ME SUBGRADE SURFACE BE COMPACTED SUCH NAT A MINIMUM COMPACTION OF 95 PERCENT OF ME MOD (ASW TEST MEMO D 155]) IS ACHIEVED BEFORE PLACING STRUCTURAL FILL OR CAPILLARY BREAK MATERIAL WE RECOMMEND NAT A COMPACTED BASE -COURSE LAYER CONSISTING OF AT LEAST 4 INCHES OF GRAVEL CONTAINING LESS THAN 3 PERCENT FINES BE PLACED ON ME SUBGRADE TO PROVIDE UNIFORM SUPPORT AND ACT AS A CAPILLARY BREAK BENEAN ME SLAB, A VAPOR RETARDER SHOULD BE PLACED BENEATH THE SLAB IF MOISTURE CONTROL IN THE SLAB IS CRITICAL (IF., WHERE PEE OR CARPETING IS TO BE GLUED TO M£ SLAB). THIS VAPOR RETARDER SHOULD CONSIST OF POLYENRENE SHEETING A LAYER OF CLEAN SAND NOT MORE MAN 2 INCHES IN THICKNESS MAY BE PLACED OVER ME POLYENGSIVE SHEETING ME VAPOR RETARDER SHOULD BE PLACED IMMEDIATELY BELOW THE SLAB WE ESTIMATE THAT ME SETTLEMENT OF FLOOR SLABS DUE TO UNIFORM AREAL LOADS OF 150 PRE WILL BE LESS MAN 1/2 INCH. NESE SETTLEMENTS ARE EXPECTED TO OCCUR RAPIDLY UPON LOAD APPLICATION. STORMWAMR DETENTION VAULTS WE EXPECT MAT ME STORMWADW DETENTION VAULT STRUCTURES (VAULTS A AND B) WILL BE SUPPORTED ON UNDISTURBED UNWEATHERED GLACIAL PIT IN A DENSE OR DENSER CONDITION WE ESTIMATE MAT SETTLEMENT OF ME VAULT STRUCTURES NEE BE LESS MAN I INCH USING AN ALLOWABLE BEARING PRESSURE OF 4,000 PSF. SETTLEMENTS ARE EXPECTED TO OCCUR RAPIDLY AS LOADS ARE APPLIED. BACKFILL AROUND ME VAULT STRUCTURES SHOULD BE PLACED IN HORIZONTAL LIFTS SUBGRADE (BASEMENT) WALLS SUBGRADE WALLS MAY BE REQUIRED FOR BUILDING CONSTRUCTION. M£ LATERAL SOIL PRESSURES ACTING ON SUBGRADE WALLS DEPEND ON M£ TYPE DENSITY AND GEOMETRY OF THE SOIL BEHIND ME WALL AND ME AMOUNT OF LATERAL WALL MOVEMENT WHICH CAN OCCUR AS BACKFILL IS PLACED. FOR WALLS NAT ARE FREE TO YIELD AT ME TOP AT LEAST ONE ONE THOUSANDTH OF ME HEIGHT OF ME WALL, AN ACTIVE PRESSURE OF 35,45 AND 60 POP SHOULD BE USED FOR LEVEL BACKSLOPES 4H 1V BACKSLOPES AND 2H: 1V BACKSLOPES RESPECTIVELY THESE VALUES ASSUME THAT ME SOIL BEHIND ME WALL IS FREE DRAINING FOR "AT REST" CONDITIONS MORE ME WALL IS RESTRAINED AGAINST MOVEMENT, AN ACTIN£ PRESSURE OF 50, 55, AND 75 PRE SHOULD BE USED FOR LEVEL SACKSLOPES, 4H: 1V BACKSLOPES AND 2H. 1V BACKSLOP£4 RESPECTIVELY. THOSE VALUES ASSUME NAT THE SOIL BEHIND ME WALL IS FREE DRAINING SURCHARGE EFFECTS SHOULD BE CONSIDERED AS APPROPRIATE. IN SETTLEMENT -SENSITIVE AREAS, THE BACKFILL FOR SUBGRADE WALLS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF ME MOD (ASTM TEST METHOD D 155]). AT OVER LOCATIONS, WALL BACKFILL SHOULD BE COMPACTED TO BETWEEN 90 AND 92 PERCENT OF ME MOD QVUM TEST METHOD D 155]). MEASURES SHOULD BE TAKEN TO PREVENT THE BUILDUP OF EXCESS LA LWAL SOIL PRESSURES DUE TO OVERCOMPACPM OD M£ BACKFILL BEHIND THE WALL. CARE MUST BE EXERCISED BY ME CONTRACTOR TO AVOID OVERCOMPACTIM. A DRAINAGE ZONE CONSISTING OF CLEAN, FREE -DRAINING GRANULAR MATERIAL CONTAINING LESS WAN 5 PERCENT FINES AT LEAST 18-INCHES WIDE SHOULD BE PLACED AGAINST THE BACK FACE OF ME WALL FOR ITS FULL HEIGHT. POSITIVE DRAINAGE BEHIND SUBGRADE WALLS SHOULD ALSO INCLUDE INSTALLING A FOOTING DRAIN AT THE BASE OF ME WALL AS DESCRIBED IN ME DRAINAGE CONSIDERATIONS SECTION OF THIS REPORT. LATERAL RESISTANCE LATERAL LOADS CAN BE RESISTED BY PASSIVE RESISTANCE ON ME SIDES OF M£ FOOTINGS AND BY FRICTION ON M£ BASE OF THE FOOTINGS AND FLOOR SLAB PASSIVE RESISTANCE MAY BE EVALUATED USING AN EQUIVALENT FLUID DENSITY OF JOG 240, 290 AND 150 PRE FOR A LEVEL FORESLOPF AH: L V FORESLOPE, 3H: I FORESLOPE AND 2H LV FOROSLOPF RESPECTIVELY, ASSUMING NAT ME SOIL AROUND THE FOOTINGS FOR A DISTANCE OF AT LEAST TNgGE ME FOOTING DEPTH CONSISTS OF EITHER MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. THE TOP OF THE TRIANGULAR PASSIVE PRESSURE DISTRIBUTION SHOULD BEGIN AT ME BOTTOM OF ADJACENT FLOOR SLABS, ROADWAY PAVEMENT, OR BELOW A DEPTH OF 1 FOOT WHERE THE ADJACENT AREA IS UNPAVED, AS APPROPRIATE. FRICTIONAL RESISTANCE CAN BE EVALUATED USING 0.4 FOR ME COEFFICIENT OF BASE FRICTION AGAINST FOOTINGS AND ME BUILDING SLAB. ME ABOVE VALUES INCORPORATE A FACTOR OF SAFETY OF ABOUT 1.5. PAVEMENT SUBGRADE PAVEMENT SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF ME MDD (AST I TEST METHOD D 1557) PRIOR TO PLACING ME PAVEMENT SECTION. DURING NET SEASON CONSTRUCTION OR IF THE SUBGRADE SOILS ARE SOFT OR LOOSE, IT MAY BE NECESSARY TO EXCAVATE SOFTXLOOSE SOILS, REPLACE THESE SOILS WTH FREE -DRAINING, COMPACTIBLE SAND AND GRAVEL, AND/OR A SUITABLE GEOTEXPLE FABRIC SUCH AS MIRAFI 50OX UP OTHER FABRIC AS SUGGESTED BY WE GEOIECHNICAL ENGINEER ME FREE -DRAINING SAND AND GRAVEL SHOULD CONTAIN LESS THAN 5 PERCENT FINES IT IS CRITICAL THAT ALL TRAFFIC BE KEPT OFF WE SUBGRADE SOIL IF ME ON -SITE SILTY SUBGRADE SOILS ARE NET. IT IS ALSO IMPORTANT MAT BACKFILL IN UTILITY LINE TRENCHES BE COMPACTED TO STRUCTURAL FILL SPECIFICATIONS WE RECOMMEND A PAVEMENT SECTION CONSISTING OF 2 INCHES OF CLASS B ASPHALTIC CONCRETE (AC) SURFACING OVER 4 INCHES OF CRUSHED ROCK BASE COURSE (CRBC) FOR AUTOMOBILE PARKING AREAS. AND 6 INCHES OF CRBC AND 3 INCHES OF AC IN MAIN ACCESS AND TRUCK USE AREAS. ALTRNAPVELY, A LAYER OF ASPHALT TREATED BASE (AM) COULD BE PLACED DIRECTLY OVER THE PREPARED SUBGRADE (NO CRBC). AND A FINAL LAYER OF CLASS B AC PLACED OVER ME AM AT A LATER TIME. ME ADVANTAGE OF USING AN IS MAT IT COULD BE USED AS A RELATIVELY DURABLE SURFACE DURING CONSTRUCTION. PRIOR TO PLACING A FINISH COAT OF CLASS B AC, ME ROAD SURFACE COULD BE RELEVELED WIN AM OR CRBC IF AM IS USED, WE RECOMMEND A MINIMUM THICKNESS OF 4 INCHES WE RECOMMEND A MINIMUM THICKNESS OF 2 INCHES OF CLASS B AC OVER ME A FOR A FINISHED WEARING COURSE FOR AUTOMOBILE PARKING AREAS, AND 3 INCHES OF AC IN MAIN ACCESS AND TRUCK USE AREAS ANY DISTRESSED AREAS IN ME AM MUST BE REPAIRED PRIOR TO PLACING ME AD SEISMIC SHE CLASSIFICATION BASED ON OUR REVIEW OF AVAILABLE GEOLOGIC INFORMATION AND OUR SITE EXPLORATIONS WE INTERPRET THE SHALLOW (LESS THAN 10 FEET) SOIL CONDITIONS TO CORRESPOND TO SEISMIC SITE CLASS D. AS DEFINED BY THE 2006 IBC. NIS CLASSIFICATION PERTAINS TO A VERY STIFF SOIL PROFILE THIN AN AVERAGE STANDARD PENETRATION TEST (SPT) VALUE OF 15 TO 50 FRENCH DRAINS OPEN DITCHES AND/OR PUMPING AS NECESSARY. WE GRADING SHOULD BE DONE TO AVOID CONCENTRA➢ON OF RUNOFF ONTO NATURAL SLOPES WE RECOMMEND SLOPING ME GROUND SURFACE AWAY FROM STRUCTURES ROOF DOWNSPOUTS MUST BE RGHLUNED TO AN APPROVED DISPOSAL AREA. OTHER SURFACE RUNOFF MAY BE ADDRESSED BY USING SWALE DRAINS DRAINAGE DITCHES OR OTHER DRAINAGE MEASURES WE RECOMMEND RAT PERIMETER FOOTING DRAINS BE INSTALLED ADJACENT TO ME OUTSIDE FOOTINGS OF ALL STRUCTURES. THESE DRAINS SHOULD CONSIST OF A MINIMUM 4-INCH DIAMETER PERFORATED SMOOTH -WALLED PIPE SURROUNDED INN AT LEAST 6 INCHES OF FREE -DRAINING SAND. SAND AND GRAVEL OR PEA GRAVEL WIN M£ PERFORA RUNS DOWN AND ME BASE OF THE PIPE AT ME BASE OF ME ADJACENT FOOTINGS. ME BEDDING SHOULD BE ENCLOSED WHIN A NONWOVEN GEOTEXPL£ FABRIC TO REDUCE THE POTENTIAL FOR FINES CONTAMINATION FROM ME NATIVE SOIL. ME PERIMETER FOOTING DRAIN SHOULD BE CONNECTED TO A TIGH UNE COLLECTION SYSTEM THAT DISCHARGES AWAY FROM ME DEVELOPED AREAS ROOF DRAINS ON STRUCTURES SHOULD BE CONNECTED DIRECTLY TO A HGHRINE COLLECTION AND DISPOSAL SYSIEM. SEPARATE FROM THE FOOTING DRAIN PERCHED GROUND WATER MAY RESULT IN ME DEVELOPMENT OF WET AREAS AT FINISHED GRADES INTERCEPTOR DRAINS OR FRENCH DRAINS INSTALLED IN SELECTED LOCATIONS IS AN EFFECTIVE WAY TO MANAGE PERCHED GROUND WATER. ME NEED FOR AND LOCATION OF THESE DRAINS SHOULD BE A FIELD DECISION AT ME TIME OF CONSTRUCTION. ME DRAIN SHOULD CONSIST OF A TRENCH AT LEAST I B-INCHES WIDE AND 24-INCHES DEEP A RIGID SMOOTH -WALLED PERFORATED PIPE AT LEAST 4 INCHES IN DIAMETER SHOULD BE PLACED IN ME BOTTOM OF ME WENCH SURROUNDED WN AT LEAST 6 INCHES WASHED ROCK OR PEA GRAVEL AND WRAPPED WITH A NONWOVEN GEO)EXPLE FABRIC SUCH AS MIRAFI 14ON WE RECOMMEND HAT PAVEMENT SURFACES BE SLOPED AWAY FROM ME BUILDING AREA TO ROUTE DRAINAGE AWAY FROM FOUNDATIONS AND FLUOR SLABS AND TOWARD ME STORM DRAIN SYSTEM DRAINAGE OF ME PAVEMENT BASE COURSE AND SUBBASE WILL DECREASE ME RISK OF PAVEMENT DISTRESS SMALL HOES CAN BE PROND£D IN HAT PORTION OF CATCH BASINS ADJACENT TO ME SUBBASE OR BASE LAYER. PROVIDED HAT WE EXPECTED WATER LEVEL WITHIN THE CATCH BASIN KILL ALWAYS BE BELOW ME ELEVATION OF THE HOES ME HOLES SHOULD BE COVERED WN A SUITABLE GEOTEXTILE FABRIC PLACED AGAINST ME OUTSIDE OF ME CATCH BASIN TO PREVENT PIPING OF ME SUBBASE OR BASE MATERIAL INTO THE CATCH BASIN 3 ME APPLICANT SHALL BE REQUIRED TO SUBMIT A DETAILED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL COMPLYING INN RMC 4-4-010 4. ME APPLICANT SHALL BE REQUIRED TO SUBMIT A DETAILED LANDSCAPE PLAN DEPICTING AT LEAST 132. TWO-INCH CALIPER, TREES (OR ME GROSS EQUIVALENT INCHES) ON SIT£,NOT INCLUDING THE THOSE TREES LOCATED WITHIN M£ NATIVE GROWN PROTECTION EASEMENT. ME DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSRUCTON PERMIT APPROVAL. 5. ME APPLICANT SHALL SUBMIT A REVISED LANDSCAPING PLAN DEPICTING A MINIMUM THREE-FOOT LANDSCAPED SETBACK FROM ME SIDEWALK AT THE BASE OF RETAINING WALLS ABUTTING, OR WNIN PUBLIC RIGHTS -OF -WAY. LANDSCAPING SHALL INCLUDE A MIXTURE OF SHRUBS AND GROUNDCOVER (TREES ARE OPTIONAL) IN CONFORMANCE WTH THE STANDARDS OF RMC 4-4-070H4, PERIMETER PARKING LOT LANDSCAPING. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 6 ME APPLICANT SHALL SUBMIT A REVISED MITIGATION PLAN WHICH ADDRESSES ME CRITERIA FOUND IN RMC 4-3-050H2 DEMONSTRATING ME REDUCED BUFFER WOULDN'T NEGATNELY IMPACT ME FUNCTON OF THE STREAM ME REVISED MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. Z ME APPLICANT SHALL SUBMIT A REVISED MIRGABON PLAN WHICH ADDRESSES ME CRITERIA FOUND IN RMC 4-3-050.H 2 DEMONSTRATING ME BRIDGED CROSSING WOULDN'T NEGAGAELY IMPACT ME FUNCTION OF ME STREAM ME REVISED MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, M£ CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL B. M£ APPLICANT SHALL ESTABLISH A NATIVE GROWN PROTECTION EASEMENT OVER MAT PART OF M£ SITE ENCOMPASSING ME STREAM AND BUFFER AREA AND PLACE SPLIT RAIL FENCING AND SIGNAGE ALONG ME OUTER EDGE OF ME BUFFER. ME FINAL MIPGA RON PLAN SHALL INCLUDE ALL SPECIFICATIONS FOR FENCING AND SIGNAGE AND SHALL BE SUBMITTED TO. AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 9. ME APPLICANT SHALL BE REQUIRED TO PROVIDE TO THE CURRENT PLANNING PROJECT MANAGER, TREE RE)ENPON INSPECTION/MONITORING REPORTS AFTER INITIAL CLEARING, FINAL GRADING, AND ANNUALLY FOR TWO YEARS BY A QUALIFIED PROFESSIONAL FORESTER. ME INSPEC7701"ONITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES MAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND PRESCRIBE MITIGATION 10 THE APPLICANT SHALL PROWOE INTERPREPVE SIGNAGEXINFORMATION REGARDING DIFFERENTIATING ELEMENTS (TREES, LANDSCAPING, DRAINAGE, ARCHITECTURE, ETC) OF ME PROPOSED DEVELOPMENT AT A STRATEGIC PLACE(S) ON SITE ME SIT£ PLAN DEPICTING ME SIGNAGE SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT/FINAL PLAT APPROVAL WHICHEVER COMES FIRST 11. A DETAILED FENCING PLAN SHALL BE FRONDED IDENTIFYING ME LOCATION AND SPECIFICA PONS FOR ALL FENCING ON SIT£ ALL FENCING SHALL BE MADE OF QUALITY MATERIALS IN KEEPING WTH THE ARCHITECTURAL AESTHETIC OF ME PROPOSED STRUCTURES M£ FENCING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. ME APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROWDES FOR PUBLIC SAFETY Ntl THOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES: AT THE TIME OF ENGINEERING PERMIT RENEW. PEDESTRIAN SCALE AND DOWN LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENE UNLESS ALTERNATIVE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS LOCATED IN RMC 4-4-075 LIGHTING. EXTERIOR ON -SCE. 13 THE APPLICANT SHALL ELIMINATE THE PROPOSED ACCESS RESTRICTIONS ALONG SE 172ND ST IN ORDER TO PROVIDE FULL ACCESS ALONG SE 172ND ST. A REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY. THE PLAN RENEWER PRIOR TO ENGINEERING PERMIT APPROVAL 14. PRIOR TO ME ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FACILITIES INCLUDING BUT NOT LIMITED TO UPLITIE$ STORM DRAINAGE. STREETS, RECREATION FACILITIES, ETC., SHALL BE COMPLETED BY ME DEVELOPER OR, IF DEFERRED BY THE PLANNINC/BUILDING/PUBLIC WORKS ADMINISTRATOR OR HIS/HER DESIGNEE, ASSURED THROUGH A SECURITY DEVICE TO ME CITY EQUAL TO ME PROVISIONS OF RMC 4-9-060, 15. ALL COMMON FACILITIES NOT DEDICATED TO THE CITY SHALL BE PERMANENTLY MAINTAINED BY THE PLANNED URBAN DEVELOPMENT OWNER, IF MERE IS ONLY ONE OWNER, OR BY THE PROPERTY OWNERS' ASSOCATW, OR ME AGENTS) THEREOF IN ME EVENT MAT SUCH FACILITIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER, AS DETERMINED BY ME CITY, ME CITY SHALL HAVE THE RIGHT TO PROVIDE FOR THE MAINTENANCE HEREOF AND BILL M£ OWNER OR PROPERTY OWNERS' ASSOCIATION ACCORDINGLY. SUCH BILL, IF UNPAID, TO COMMUNICATE INN ROAD USERS, PROJECT INFORMATION; ROAD M£ SIGN SHALL BE PLACED ON SIT£ 20 M£ BUILDING ENTRIES FROM A STREET SHALL BE CLEARLY MARKED WTH CANOPIES, ARCHITECTURAL ELEMENTS, ORNAMENTAL LIGHTING AND/OR LANDSCAPING AND INCLUDE W£ANER PROTECTION AT LEAST FOUR AND ONE-HALF FEET (4-112) WIDE. ME R£NSED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 21. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED SITE AND LANDSCAPING PLAN DEPICTING ENTRANCES AND PEDESTRIAN CONNECTIONS FROM GROUND RELATED RESIDENTIAL UNIT$ ALONG SE 172ND ST,, TO THE PUBLIC SIDEWALK. ME REVISED LANDSCAPE AND SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY ME CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. STAFF IS AWARE THERE MAY BE TOPOGRAPHIC CHALLENGES WM ENTRANCES ALONG BE I72ND ST AND THE APPLICANT IS ENCOURAGED TO PROVIDE STAIRS TO THE UNITS OR DEMONSTRATE SEPARATE ENTRANCES ARE NOT FEASIBLE PRIOR TO BUILDING PERMIT APPROVAL. 22 ME APPLICANT SHALL SUBMIT REVISED REFUSE AND RECYCLE ENCLOSURE ELEVA PONS WHICH INCLUDE A ROOF. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 23 ME APPLICANT SHALL REVISE ME SHE PLAN TO DEPICT A DIFFERENTIATION IN MATERIALS FOR ALL PEDESTRIAN CONNECTIONS WHIN PARKING AREAS AND/OR DRIVE AISLES ON SITE. NE R£NSED SHE PLAN SHALL BE SUBMITTED TO AND APPROVED BY NE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING ENGINEERING PERMIT APPROVAL. IF MIS CONDITION OF APPROVAL IS MET ME PROPOSAL WOULD SATISFY THIS STANDARD 24. ME APPLICANT SHALL PROVIDE DETAILED SPECIFICATIONS FOR ALL SITE FURNITURE, AND ART, IN ORDER TO ENSURE DURABLE, VANDAL - AND WEARER -RESISTANT MATERIALS ARE USED. ME SPECIFICATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR BUILDING PERMIT APPROVAL. 25, ME APPLICANT SHALL SUBMIT REVISED ELENA DONS DEPICTING ENTRANCE DETAILING/W£A THER PROTECTION FOR GROUND RELATED UNITf, FENCING, PEDESTRIAN CONNECTIVITY LIGHTING FIXTURES. CONTRASTING MATERIALS AND/OR SPECIAL DETAILING ALONG SE 172ND ST. M£ REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT 27 ME CURRENT LEFT TURN AND RIGHT TURN SOUNSOUND LANES FROM BENSON ROAD SOON TO SR 515 SHALL BE RECHANNELED BY ME APPLICANT TO ONE LEFT TURN LANE AND ONE COMBINED LEFT TURN/RIGHT TURN LANE AND ME APPLICANT SHALL ALSO MODIFY ME LIGHT SIGNAL AT M£ B£NSON ROAD SOUN/SR 515 TO ACCOMMODATE ME RE-CHANNELIZAPON. ERC MI77GA77ON MEASURES 1. AN UPDATES COAL MINE HAZARD REPORT SHALL HE SUBMITTED DEMONSTRATING M£ PROPOSAL MIT NOT INCREASE ME NREAT OF THE GEOLOGICAL HAZARD TO ADJACENT OR ABUTTING PROPERTIES BEYOND PRE -DEVELOPMENT CONDITIONS AND THE DEVELOPMENT CAN BE SAFELY ACCOMMODATED OIL THE SITE ME REPORT SHALL ALSO DISCUSS ANY MEASURES EMPLOYED IN ME FINAL SHEISUILDING DESIGN WHICH SERVE TO MITIGATE COAL MINE SUBSIDENCE RISK IF NO MEASURES ARE EMPLOYED, ME APPLICANT SHALL PROVIDE JUSTIFICATION FOR ME EXCLUSION OF ADDITIONAL MEASURES ME UPDATED COAL MINE HAZARD REPORT SHALL BE SUBMITTED TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 2. ONE (1) ELECTRONIC SPEED RADAR SIGN SHALL BE INSTALLED IN ME NORTHBOUND DIRECTION ON BOTH 106TH AVE SE AND 104TH AVE SE ME APPLICANT SHALL INSTALL ME SIGNS, MOUNTING POLES. AND ASSOCIATED EQUIPMENT. AT THE DIRECTION OF ME CITY. ALL IMPROVEMENTS SHALL BE INCLUDED IN ME ENGINEERING PERMIT SUBMITTAL FOR REWEW AND APPROVAL AND SHALL BE CONSTRUCTED PRIOR TO TEMPORARY OCCUPANCY CITY COMMENTS DATED 03.03.1] riP 0].Y2.1] MV a SJS AS NOTED NINE 1°uU�°°' is CITY OF FINAL PLANS YLP 04.06.1] MN u c� "4 RENTON OEN � d11UY ""EDP Planning/Building/Public Works Dept. F NOT ONE INCH REVISION BY DATE APPR NW 5CAS L NUY R-392202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITYO rstraka 04/07/2017 DEVELOPMENT ENGINEERING rnair 04/11/2017 O AVANA RIDGE PUD D_'D.z7.1e NOTES 10615 SE 172ND ST, RENTON, WA C2 C15008868 B15008865 B15008867 00 00 00 O O r U N • f" L r Q J CV cV 0) rM U Ld 7 U Of 0- L LI 0 in DRS PROJECT NO. 15088 f) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. 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V"0 -�•�6 5h ,<6 , C k0 IT 1F 8I0 ® ` p 1Q0� \ 0 \ Dap O WA )ER EASEME/T ftEG.�-. 0 \ ,M1 \-/ 6 0 "� O 'S. 1 6 , gyp,0 lE 18" GONG A A,= N0. 62]564 " b }�N�j - h h - A �G V 0 L DB• p _) ; NE-346, I'SOMH s `' \ V / do ,' o'`, �b1^'`�_, ,_ ,,/ VOUIP'Vz'afegR "I 0 0 0, vQ e \ -35 \ `.\, 9 0 p -- �____^a. -r2LLow P4A5TrccgR y0 aR o / �1,i �•o '�a J RIM=354 n' \ b d no V t•, T 0b _ i 0,'^0 _ srAVPEb "DLYfS 3�011\ \ `\l �Om �° IS 18'CONC SE=34Z1' \ \\ - r B.n _-_ \� BQ _ t1'�yg' 0 -' N- / `FOUND 1�2",REbAR JNTH 'j9a.- lE 16' CONE W=346 9' \ '.. �\ ) 0 0 -' { - .q �/ -�.y, d _. ,,.-� • N-B 1'ELLO PAASbC G4P`. \ `�s ` •` l �9 I0 GO }•£"\%0 1'L -�fh N-8 ...---_ SYAMP °OXIS`380(i O. �,4MINN 0 BASIS OF BEARINGS {36 6° o a Wi od ^`, \ -560 `•� 0 1 \\\' 0 5° N 663AN0 E863LM ER CITY OF RENTON HORIZONTAL CONTROL POINTS NOS \ \ `" - �0� � Jam.` N-11`..-'i '1....•6.� 0\a\ 5 ' Y' � � 1$•` ". 0 . \ \ _ _ - _ ' ! s-n �•:r`s`�a c-^ ,}-�. - s-s' �� �.`N-�,uoa. ll.\\ 0o IT l s o` +'�sF VERTICAL DATUM \ \ \ g a `- / _.i � :ma y. \Q, eo 36z . -4 o_ \ %o {i NAVD 88 PER CITY OF RENTON VERTICAL CONTROL \ IINN.,562 \ 00('O += 121$- .7�h• }�N•� �, l 6�� 6 _ �4£ ^`\h'` \ \\ 500• HORIZONTAL DATUM v s-�? ` o ' ° o C% .3 °' b ^ 'AI p-'O ,- E3ob s• " off''_ _ _ �; ,' v CONCRETE BOX CULVERT \ I ,1 p GRATEELEV-362.8' 3. A �. � i,�-�i-AYO 6' i p♦�il i 60l . ry NAD 1983/91 PER CITY OF RENTON MONUMENTS �lE 18" CONIC W-359.3' O.S - A_ �56 31 ,' I i 0 ,' ,h ` 0 B\ FOUND CONCRETE aAB Oa BENCHMARK: °'a s 6'e I l --0 e s' o ',� I o e° �0Q o o la v "- a MONUMENT WIN B \ 0 `. (1 O 31 ,0 ('1/ 1 i' 1, , '�a 0� 1 383 bA Tj A V / � y BRASS PIN IN CITY OF RENTON BENCHMARK NO. 1915 SOUR _ W 0' 1 0 0 -'V ,k �'1��� , 0 (� � `4 0 1 � BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2" DIAMETER PIPE RIM=364.21' FOUND I/2" R R V N0�yy1�li'`, f 0'O / lll� 0°-' •0 Q6O, `� `N-� \i 0 A , _ MONUMENT CASE BEHIND CURB ON NEST SIDE OF BENSON DRIVE SOUTH, DOW 0.4' IN IE 18" CONIC I i,�"•„ "0'6 f i0 , k• 0 -390-- �` Q� WIR YELLOW PLAS ` AJ 0 A "'VVV 0 FO �� 0 _ 0 5-T 0 ,� MONUMENT CASE ELEVATION = 380.86 FEEL 5E=3577CAP STAM "OX/S 6' I--T`h 1. g� ry6 00 a, 0 O� 00/-OA.O 0 0"__--_- gi'0 / CDR CONTROL PT NO IBfid� IE 18" CONIC 0 Y' Q h1 YJ-'41 0. V " 0 �;ky�'a / SOCB FOUND CONCRETE MONUMENT LEGAL DESCRIPTION' �W=35Z7' 38 011 �,' "�,� `fir{`V6 �Q�6 b ✓� 0 �� q" M1 0�� - "/ RIM=39680' N�TH1/8"BRASS PIN, DOW LOT I TOGETHER WR COT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO Y' 0 0 0 FO 392 '0 0 p� 0•0 ��p`(Y� IF tY CONIC 5E=3922 1.3' IN MONUMENT CASE LUA-09-024-4LA CND-30-0349, RECORDED OECEMBER 16, 2011 UNDER \ -� `\'}0 Q �}qc] 00 ,b ,ti0 k0 ,�� O O ,ti � 5. 9 r LE 12" GONG AL Y RECORDING NO 20111216900001, IN KING COUNTY, WASHINGTON ` •0/5 1_ N. END BULV£RT NOT IN - \ y8 I - ,b 9 C 0 •0/^OO 0 0° b 0 60 9' / FOUND (BURIED UNDER IX SURVEYORS NOTES /Y ,�, - -� qq.. <j o'; h �o a �, }� o !' DEBRIS) i. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED ` V0° ` {b� I p�`-'.. O O ,/ 0 h0 0^0�®0 �0 A. SOCK FROM FIRST AMERICAN PPE INSURANCE COMPANY SUBDIVISION GUARANTEE V )`. ��y`.I 6 00 Q , �./0� RIM=396.99" NUMBER 5003353-99]965 DATED JANUARY S 201Z IN PREPARING THIS .%�6q `RD= ` Y 0 ��"0 y / "aa, IE 12" LOLL 5=392.4' 6 MAP, D R. STRONG CONSULTING ENGINEERS INC HAS CONDUCTED NO S 10 'V('0 O r 00 ,� O A �� / 0 /IE TO INDEPEWARENDENT OF ANVTLE PTLEE SUES AARCH FFECTING IS � C THESVURVEYED PROPERTY OTHER G CONSULTING ENGINEERS NC. \ �Sl K / \ o \ = p " / � �0 5 `� TOP ELEv3THRU 9 02 GRATE GONG 4' I O, IN W 0 Y' h AMERICANTHAN STILE INSURANCEON EMAP AND COMPANY COMMITMENT. NT. BRD BY ESTRONGDFIRSTCONSUL ZINC \ \1��\ ``�1d6 k � �� aP Q, (4"L k0 Yh Q�j� �0� / y9 0 ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN MILE COMPANY 'iyjy. h `, `Bf'Y�$0 kb Q \O !�Y '0N ^ 59h// - .;OB / /39 p REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE IRIS SURVEY AND `4Y � tl k O Ty\5 •g` / fwV/ THEREFORE D.R. STRONG CONSULTING ENGINEERS INC QUALIFIES THE MAPS TITLE RESTRICTIONS: \ \ ` �`��\''` a<o _, �1k 4O o v /' N ACCURACY AND COMPLETENESS TO THAT EXTENT 0 Q / 1. THIS SITE 15 SUBJECT TO THE RESERVATIONS AND EXCEPTIONS INCLUDING THE TERMS AND \ `\ �• / 2. MIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER `� 0 0^0'. I. Ip'O O 160. BASED ON ME BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY AXIS Z9JB462 THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF KING \ , \ h1P `` ` 0 0 li .,ham SURVEY AND MAPPING PROJECT NO 07-125 AND FIELD VERIFIED BY D.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2016 ALL SURVEY CONTROL COUNTY WATER DISTRICT NO. 58 FOR A WATERMAIN AS DISCLOSED BY INSTRUMENT RECORDED \- INDICAT£D AS "FOUND" WAS RECOVERED FOR MIS PROJECT IN AUGUST 2015. UNDER RECORDING NUMBER O THE R. \ - ��`I, ,\` N8J by O0, 3 THIS SITE IS SUBJECT TO THE RESERVATIONS AND CORDED EXCEPTIONS, INCLUDING R£ TERMS AND \. 3 CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 0 PROPERTY AREA = 164_ 0 3. ,82]t SQUARE F££J (3. ]8J9t ACRES). 6500066 "S+ m \ '$-__ --",' MOB / OCR CONTROL PT. NO m 4. THIS Sl)E /S SUBJECT TO THE RESERVATIONS AND EXCEPTIONS; INCLUDING Rf TERMS AND \ "� ""' // p RIM-3(j,{34' 1866. FOUND CONCRETE h 4. ALL DISTANCES ARE IN FEET. CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER \\ --- a 6705976 FOUND 5/8- REB / M \ ® T I£ 121' GONG SE-378.1' MONUMENT INTO 2-I/2" ,O 5. MIS IS A COMBINED FIELD ]RA KRSE AND GLOBAL POSITIONING SYSTEM 5 THIS 9T /S SUBJECT TO THE RESERVA PONS AND EXCEPTION$ INCLUDING ME TERMS AND YELLOW PLAS CAP q� G IE/�/- CONIC SW=3]B.0' BRASS DISK , DOWN 0.4' SURVEY. A MCA FIVE SECOND COMBINED ELECTRONIC TOTAL SEATON AND A CONDITIONS R£REOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER \ h ✓/ / IN MONUMENT CASE a LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE ME STAMPED "PAC- ]2TITLED 18 / ANGULAR AND DISTANCE RELATIONSHIPS BETN£EN ME CONTROLLING 6 THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT \18902` 0. 1'S. X 01'W / / FOUND SIB" REBAR WITH YELLOW PLASTIC EXCEEDED NOS AS SHOWN CLOSURE RATIOS OF ME TRAVERSE G OR ENTITLED S S DISCLOSED EXTENSION REMMBURSECORD CONTRACT ECOR CREEK NUMBER AND SEWER PROP CORNER \ CAP ST OFWOOEDP "PAC -TECH 18902" O7S EXCEEDED NOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING R DISTRICT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER DOCUMENT 0563 X 0.1' OF PROP CORNER INSTRUMENTS AND PECIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO e, Z THIS GTE IS SUBJECT TO THE )ERNS AND PROVISIONS CONTAINED IN THE DOCUMENT MANUFACTURER'S SPECIFICAPONS ENTITLED 00110LUTIUN NO 2214-5" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING ELECTRICAL N O F2T H N u NUMBER 2SITE IS SWTCH .c 6 UTILITIES ORER THAN THOSE SHOWN MAY EXIST ON MIS ATE. ONLY 8 THIS SITE C SUBJECT TO THE TERMS AND PROVISIONS'CONTAINEDDISCLOSED IN THE DOCUMENT \ / CABINET GRAPHIC SCALE (\I THOSE E ARE O HEREON. OF THEIR INSTALLATION LOCALE AT GROUND ENTITLED YJODER OF CLAIM TO SEVERED MINERAL INTEREST' AS DISCLOSED BY INSTRUMENT \ 0 20 40 80 0) w SURFACE ARE SHOWN HEREON. UNDERGROUND UPLITY LOCATIONS SHOWN ARE RECORDED UNDER RECORDING NUMBER MS AN 25002078 �� p APPROXIMATE ONLY UNDERGROUND CONNECTIONS BUT ARE SHOWN AS STRAIGHT g THIS S/1£ IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED /N THE DOCUMENT ` R - 3 9 2 2 0 3 LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTgIN BENDS OR ENTITLED 'NOTICE OF CLAIM TO SEVERED MINERAL INTEREST' AS DISCLOSED BY INSTRUMENT \ 11 ` CROSSWALK 1 INCH = 40 FT. 'S CURVES NOT SHOWN SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY RECORDED UNDER 20030125002079. J e SIGNAL G HAVE BEEN TAKEN FROM PUBLIC RECORDS ITS, STRONG CONSULTING 10 THIS SITE 15 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN RE DOCUMENT TRAFFIC SIGNAL (SET ENGINEERS INC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC ENTITLED MNIOTICE OF CLAIM TO SEVERED MINERAL INTEREST^ AS DISCLOSED BY INSTRUMENT LUMINAIRE IS \ RECORDS RECORDED UNDER RECORDING NUMBER 20081209000691. (, REFERENCES: THIS SITE IS SUBJECT TO THE TERMS COVENANTS CONDITIONS, RESIRICTIONS, EASEMENTS, \ BOUNDARY DISCREPANCIES AND ENCROACHMENTS AS DISCLOSED BY CITY OF RENTON LOT LINE W i. CITY OF RENTON COT LINE ADJUSTMENT NO LUA-09-024-LLA ADJUSTMENT NO LUA-09-024-LLA CND-30-0349, RECORDED UNDER RECORDING NUMBER \ \ 7 LNO-30-0349. RECORDED UNDER RECORDING NUMBER 20111216900001. 20111216900001 O 12. MIS SITE IS SUBJECT TO ANY FACTS RIGHTS INTERESTS OR CLAIMS RAJ MAY EXIST OR IT: 2. RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 850724900Z ARISE BY REASON OF RE FOLLOWING MATTERS AS DISCLOSED BY AN AL TA/ACSM SURVEY MADE OCR CONTROL PT NO BY AXIS SURVEY & MAPPING ON NOVEMBER Id 2008. CAST REVISED APRIL 30, 2013 . 19151 FOUND CONCRETE \DIM m AREA BREAKDOWN: DESIGNATED JOB NUMBER 07-125/13-057 MONUMENT N9R BRASS e EXISTING IMPERVIOUS AREA: 0 S.F.(0 ACRES) f3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN ME DOCUMENT PIN IN 2-1/2" PIPE, DOM o ENTIPEO "DECLARATION OF LOT COMBINATION' AS DISCLOSED BY INSTRUMENT RECORDED UNDER DIVAN MONUMENT CASE L.L.I RECORDING NUMBER 20161104000652 SAID INSTRUMENT IS A RE-RECORD OF RECORDING NUMBER "1 20161024500454. Q a� �OGdJ h �mN 1 Cm COMMENTS DRIED 12.0s.17 nn 101.251.171 Aw AVANA RIDGE PUD 2 CITY COMMENTS DAZED 03.03.1] riP f13.22.1] kUl a SJS SAS NOTED xamorm.,x�u'dunee, is CITY OF �10.27.16 Z Cell 2 Working Days Before You Dig D.R. STRONG 3 FINAL PLANS RP a4.De.n kV'I `" nr „n EXISTING CONDITIONS I TOPOGRAPHY PLAN Q SCALE )VIVANNIFLY 811 CONSULTING ENGINEERS „HR RENTON > VEiliea Underground Location Center beci G\`� ^FEE NBEas PUNNees suaLEvoas gem rUUNEANE MIUY PIo�N�r,y�eD�laay/PNI,r° works oeP<. 10615 SE 172ND ST RENTON WAcs Q (ID,kff,PD,OR,WA) •r•� T 81D �RIFIs N0. REVISION BY GATE APPRt�C21N i�,r C.15008868 B15008865 B15008867 i 3 26 DRS PROJECT NO. 15088 Z st 0 IXOM N Q\ \ 0087000211 I 0087000214 I W EXISTING ASPHALT ACCESS' Q \ \ \ PATH 2-REMOVABLE BOLLARDS - Q Ljj AT ENTRANCE OF \ \ \ 35 PNAT. MAINTENANCE ONLY WD \ WDTM - ACCESS: SEE 0£TAILS H02 AND H022 ON SHEET Li¢ SE 172 \ \ 32+00 - A "\ _ 33+00 INOU5INAL 0 \ d-33'3 R 50000- SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE 00 7000280 I OOB7900282 I 0087000281 I W87000285 2STA, I TR _ 00 (PRIVATE DRIVEWAY)�I _ __ _f28" EX— ROW DEDICATIONPVMTN40IH— —_.—+00 N880409'E—--� —riles 5' SIDEWAL Q Z \ \ASPHALTS —\ \ PATH 15, PUBLIC STORM PLANTS 6' SIDEWALK - Q Q F 0 5/8" BENT BARE REBAR, LOCATION AT BASE\EASEMENTSTAIi+81V6,4Z]0' L (SR 515)20 WOIDEW00 SIDEWALK:SEE ORA/NAGSV\ BSBL ACCESS 516N MAINTENANCE ONLrNNNI 20' BSBL WESTBULLOLNG 24 0'TING E:EASTBUILDING DfTAIL SHEET pl SIDEWALK 6J5 `5. 08' 1618 P.IANTER- CURVE TABLE CURVE RADIUS LENGTH DEL TA O4 61,00' 1250' 1I'44'43" C2 2&00' 1250' 2534'45" C3 4700' 2716' 33063B" C4 LOGO' 21.32' 457459" C5 84.28' 4381' 29'49'18" C6 8428' 1680' it'2523" C] 1300' &30' 363336" C8 LOGO 11.88' 34Gi'41" C9 24.64' 2314' Cif 40.97' 1 30.91' 4313'3]" C12 125.34" 1 54.83' 25D351" BASIS OF BEARINGS \ 104.00" — 62.0 v �- 54 00" —� 0 2 43+00 \ 40 = T 4,+00 42+00 N61J 24.00' 358E + 3588_ �—-.2 0 - 9 54 00 a - 63 00" R 00 4-28100 L- 564 _ .64' %z FOU12- ND S W PLATG AR 4 IR YELLAP STAMPED SAS 38011"C10 �--��- APPROXIMA TE LOC20 STA. 43+45 ]I 2]09 R LINE TABLE LINE LENGM BEARING Li 1705' N3853'00"E L2 759' N5037'43"E L3 28.67' N7612T8 L4 2.83' N8920'40"E US 58.82' N85'0029"W L6 6,67' N50'58"48"W L] 14,40' N55-43"37"W LB 2. 51' N650a'3a"W L9 22.96' N243526"E LIO 1043' N39'4233"E III 22.95' N281B'01"W N4639'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1666 AND 1863. NAD83/91. VERTICAL DATUM NAND 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DATUM NAD 1963191 PER CITY OF RENTON MONUMENTS BENCHMARK: CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2" DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH. DOWN G.4' IN MONUMENT CASE ELEVATION = 350.56 FEET ADA RAMP DETAILS: ADA RAMP DETAILS ON SHEET C10. ACCESS NOTE: NO VEHICULAR ACCESS FROM SR 515 (BENSON DR)K) TO SERVE THE SITE AREA BREAKDOLMV: GROSS AREA OF PROPERTY. 164,827 S.F. (J]84 ACRES) EXISTING IMPERVIOUS AREA: 0 S.F. (0 ACRES) PROPOSED IMPERVIOUS AREA: 9Z83B S.F. (2. 131 ACRES) PARKING STALL DIMENSIONS: STANDARD, 9' X 20' COMPACT 85' X 16' Cell 2 Working Days Before You Dig 811 VWies Underground Location Center (ID,MT,PD,ORWA) EA SEMENT. ASEMENT. REC.(PRIVATE DRIVEWAY) " WA R AS 3 FOUND I/2" KEBAB WITH EXISTING SIDEWALK; h YELLOW PLASTIC CAP o L11 SEE DETAIL SHEET 011 - + STAMPED "DXIS 380n" p� ID' CLEAR n STA. 43+3204, 70.82R ZONE (PRIVATE DRIVEWAY) 9�F4 2 1 C2 \ S� I �6' PATH \ .��'p0 OOP FOUND 1/2- REBAR WITH YELLOW \ PLASTIC ST AMPED TAMPED "GAS AP ON \ 6' PATH / STA. 15+47,78, 5750' L (SR 515) Ex, �90EWALK N65391 015. LEGEND: LOCK AND LOAD WALL \� �\\ STONE TERRA WALL FOUND 5/8- REBAR WIN YELLOW �� KEYSTONE WALL PLASTIC CAP STAMPED O "PAC-)ELH 18902", \\ \ 9 ROCKERY 0 1 X 01'W. OF PROP CORNER \ y oO STA. X 0, I'' OFP L (SR 515) \ FOUND 1/2- REBAR WITH YELLOW PLASTIC CAP STAMPED DXIS 38011" 01£. X D.OS. OF PROP CORNER _ STA, 36+68.03, 30.01' R (SE 172ND STREET) v 5' BSBL 3528' 2923059176 FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "PAC -TECH 02'S X 33.41' __", D.OW. OF PROP CORNER W F FOUND 1 2" REHAB WIN / STA. 25+45 ]8, 49.88' L YELLOW PLASTIC CAP STAMPED "DXIS (BENSON ROAD) 38011" AT PROP CORNER STA. 43+97 ES 26 82" L 6 11 JI56' S (PRIVATE DR,FWAY) R=40000 5' BSBL L=80.86' N86'04'09t 253.60' - - - �� ay 89.50' 99.00' R=3200 ' 00 [-36'45'12' 45+00 46+00 L-2053' N88'04'09"E 68 00 1 1 81. 00' - 69.50' DRIVEWAY TABLE LOCATION DRI/EWAY STA. ED ACCESS i..38 NORTH ENTRANCE 34+1790 EAST ENTRANCE 24+8799 MUTES' I. STATIONING IS ALONG FLOWLINE OF CURB D.R. STRONG 3 RIVkL PIANS D p (� CONSULTING ENGINEERS N\\J ENGINEER6 PLM9URVEYOR9 N£RS 6MIMAVENLe KIRl,WASSOOM N0. 0421W..80A4 F423821.2428 REVISION 19+2758 TER \_ 50.00 (BENSON ROAD) NpQ V COR CONTROL PT NO.. 1915, FOUND CONCRETE MONUMENT WITH BRASS PIN IN 2-1/2" PIPE, DOWN 04' IN MONUMENT CASE STA. 19+551 Z 31.00' R (SR 515) BY ( DATE ( APPR M a m ill oh STA. 40+1294 (SE 172N0 STREET) � 39+00 4 3.0 FOUND CONCR TE MONUMENT WIN 2 1/2 BRASS DISK WIN "X". DOWN —� 40+00 05' IN MONUMENT CASE STA. 40+1306 (SE 172ND STREET)= STA. 27+3041, 0.14' R (DENSON ROAD 7-777 LK a A N II 8' SIDEWALK 8" PLANTER l h )�O o' ro°y�o-y 0 SSTTAAA 44C6+9000 (P 00 00 00 0 0 u/ U DRIVEWAY \ — / / \ CON CONTROL PT. NO. �0 FOUND CONCRETE FOUND CONCRETE MONUMENT IV MONUMENT WIN I WIN 1/8" BRASS PIN, DOWN / BRASS PIN IN LX IN MONUMENT CASE 2-1/2" PIPE. IN MONUMENT CASE / STA. 24+55,02 (BENSON ROAD) B' SIDEWALK ((�� s QO 8'PLANTER 0l Z 6590aW 6' PATH �p G OD / 0 S 4T"EX P VMT/WY)IN 9 p5h h pCP CONTROL ST. NO E / / 1866,, FOUND CONCRETE hh' MONUMENT WIN 2-1/2- BRASS DISK , DOWN 0 4- IN MONUMENT CASE / � NORTH N / GRAPHIC SCALE FOUND N PTIBWIN D40 D YELLOW LASICCAP jNO STAMPED "PAC -TECH 1 INCH =40 FT. 18902 02'5 X 0, 1'W R-392204put OF PROP CORNER ➢ON TO STA 2I+4979 5000 L EXISTING SIDEWALK,- (BENSON ROAD) SEE DETAIL SHEET CII lCl AS NOTED we"r"..,',w :undo, DAIUYF No ONE INCH Ld 00 Of ds , CITY OF AVANA RIDGE PUD 10.27.16 Z -6 RENTON HORIZONTAL CONTROL 8 SITE PLAN " " Q Plonning/Building/Public Works Dept. 10615 SE 172ND ST. RENTON, WA C4 Q C15008868 B15008865 B15008867 4 z6 DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O mair 04/11 /2017 LLJ 0 Q Z Q Q SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. AVANA RIDGE � r � DO6JODD211 DOB]DOD214 007000280 0057000262 0087000281 Illl \ I � le \ \ \ \ \ SE ND STREET _ _ ! eo Ra� 78 J5 X34 /\JI32__-- -' _ _ - - - i-M-c-U�1g'dgYTmO.m' ,y,y$ El \ _-�36 3 _ it 3 773 \ \ / r� — / \ 63 \�� C/�29 2 21 6 13 5 62X X 689 )i 90X 9 105 \ v za v zb 2 ' X6, ,_,] 6 V% sa EASTBU/LD/NG �1 r 3 \/ /�\(( 51 \/\/10J104 \ \ /\9 i/�8 X X53 X06"\% 9 2 \ \\ 5 WESTBUILDING 6 _ 4\ 50 10— 1D2 V1 X �g 6 365 364 5 3 4 �091-T� J \ J 43 12 10 366 36 2X4V/i. A34�jir4 V A 4- 51-lyY.��291 11 - 368 360 3B 35S QVJ�j�J`�J 40 -�� r1 115 1 \ 38 '9 V44 T - / A` 29A J69 33j''A \39 �43 11 �l rvean X �� JS9X P -„tl] \ 40 48 \ 60^^ 298 338 53V 95 319 345 12f 120 329 \ 4E p\. ��(q/ 'JOB 99 3+1�3328�_/336 34( \� \ 12 \ 4 X JOG m \ \ 5 294 / I\'f // Jib>'i 3 1 \dZ \ \\ " 5' li�� V / �'y 13z2 I r/za� 32511&3 L'\i 1 v \ I �) Do 326 3v� 3]6 v �9�// LAIL v o T_ -� �/3aJ ' ✓ilk/ `� 1 / _ y 1 J v �aYe 20 4r(�a / — T,95I l / -c A1370� % v ,}\/ J(.. \ �� 74 �/1290 ° i�ze9� \ \ 1s//259 C253V A / 140�'c ''' 39p.6 ve I / pf}e. 04� � (390 38 1L \/Si8 4i9 zs27-kp(s/ TESC LEGEND CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE TREES TO BE REMOVED 0 DRIPLIN£ OF RETAINED TREE (WITHIN DEVELOPABLE AREA) l I ORPLINE OF RETAINED TREE 0l 1 (WITHIN CRITICAL AREA/BUFFER) h:1 o DEAD, DISEASED OR DANGEROUS TREES �aY.YA �.l (PER ARBORIST REPORT) TREE RETENTION CALCULATIONS TOTAL TREES 429 DEAD, DISEASED OR DANGEROUS TREES 67 TREES IN RIGHT-OF-WAY 37 TREES IN PRIVATE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS AND BUFFERS: 114 NET TREES: 211 TREES TO BE RETAINED. REQUIRED: (211 X 02) = 42 TREES TO BE RETAINED, PROPOSED: 42 NO REPLACEMENT REQUIRED Call Working Days Before You Dig VNI lies UndergwMndLocation Center (D,Mr,ND,ORWA) Oy l gsl \ y1 / 262 2 �fl . s l 28 J 23] 28 260 \ 2 745 244 X236 �a 06.E 2k9 � 1- X234 20 \ F N?Ai. \3 211 24 /Yv'y 22 . 2%0 23V/ 2d L22y �� % 14 A 1]219111111 6 TREE MONITORING NOTE.• \ THE APPLICANT SHALL BE REQUIRED TO PROVIDE TO THE CURRENT \ \ PLANNING PROJECT MANAGER, TREE RETENTION INSPECTIONIMONITORING \ \ REPORTS AFTER IN)RAL CLEARING, FINAL GRADING, AND ANNUALLY FOR TOW YEARS BY A QUALIFIED PROFESSIONAL FORESTER. THE INSPECTION/MONITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND PRESCRIBE MITIGATION. D.R. STRONG 5 FINIIL PIANS D p (� CONSULTING ENGINEERS ao N\\J IWM FUsualEvoas NNEeS BMI AVENW KIR .. WALb0.98 N0. 04sEW..3068 F421621,2C3 REVISION BY I DATE I APPR ONE MON F No ONE NOR 0087000285 2923059176 150 \\// 149 X148 I li G. �r 65 166 770 l / X 6, \ 1\ \i¢LM n '4r T 4'I] `. SF i A '90/190, as r CITY OF m RENTON d11UY Planning/Building/Public Works Dept, 6 NORTH GRAPHIC SCALE 0 20 40 80 6mmmtmmmommmmmmd 1 INCH = 40 FT. 00 00 77 00 O U Lo Q J N N R-392205 LLI 0 0 AVANA RIDGE PUD 10.27.16 Z TREE RETENTION PLAN `�" Q 10615 SE 172ND ST, RENTON, WA C5 Q C15008868 B15008865 B15008867 5 z6 DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING jding 04/10/2017 to 0 N N 0) IM I 0 I W I— A SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RiDGE 2 1 22 DOUGLAS-FIR 16 1 VIABLE DEVEL AREA REMOVE 1OU 9 BIGLEAF MAPLE 14 1 VIABLE DEVEL AREA I REMOVE 1 200 1 8 ISLACK COTTONWOOD 10 1 VIABLE ROW I REMOVE 1 300 1 22 1 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 1 400 1 10 ISLACK COTTONWOOD 10 1 VIABLE I CRITICAL AREA RETAIN 3 12 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 101 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 201 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE Sol 8 BLACK COTTONWOOD 12 VIABLE CRI➢CAL AREA RETAIN 401 10 BLACK COTTONWOOD ID VIABLE CRITICAL AREA RETAIN 4 14 BIGLEAF MAPLE 16 VIABLE DEVEL AREA REMOVE 102 14 BLACK COTTONWOOD 16 VIABLE LEVEL AREA REMOVE 202 10 BLACK COTTONWOOD 6 DANGEROUS LEVEL AREA REMOVE 302 8 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 402 10 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 5 14 BIGLEAF MAPLE 16 WABLE DEVEL AREA REMOVE 103 8 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 203 8 BLACK COTTONWOOD 8 VIABLE OEVEL AREA REMOVE 303 10 BLACK COTTONWOOD 6 DANGEROUS CRITICAL AREA RETAIN 403 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 6 9 BLACK COTTONWOOD 8 VIABLE DEVEL AREA REMOVE 104 16 BLACK COTTONWOOD 18 VIABLE DEVEL AREA REMOVE 204 14 BLACK COTTONWOOD 12 VIABLE LEVEL AREA RETAIN 304 20 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 40'1 10 BITTER CHERRY 8 VIABLE CRITICAL AREA RETAIN ] 6 BIGLEAF MAPLE 5 VIABLE DEVEL AREA REMOVE 105 8 BIGLEAF MAPLE 14 VIABLE LEVEL AREA REMOVE 205 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 305 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 405 12 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 8 9 BIGLEAF MAPLE 8 DANGEROUS DEVEL AREA REMOVE 106 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE DOT 6 BIGLEAF MAPLE 12 VIABLE DEVEL AREA RETAIN 306 8 SCOULERS WILLOW 0 DANGEROUS DEVEL AREA REMOVE 406 12 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 9 12 BIGLEAF MAPLE 8 DANGEROUS REVEL AREA REMOVE 107 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 207 8 BIGLEAF MAPLE 12 VIABLE LEVEL AREA RETAIN 307 10 BLACK COTTONWOOD 10 VIABLE DEVL AREA REMOVE 407 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 10 36 BLACK COTTONWOOD 18 WABLE DEVEL AREA REMOVE 108 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 208 18 BLACK COTTONWOOD 14 VIABLE LEVEL AREA REMOVE 308 12 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN ADS 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 11 18 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 109 8 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 209 10 BLACK COTTONWOOD 12 VIABLE LEVEL AREA REMOVE 309 8 BITTER CHERRY 8 VIABLE CRITICAL AREA RETAIN 409 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 12 12 SCOULERE WILLOW 12 VIABLE DEVEL AREA REMOVE 110 38 BIGLEAF MAPLE 18 DANGEROUS DEVEL AREA REMOVE 210 8 BLACK COTTONWOOD 10 VIABLE LEVEL AREA REMOVE 310 18 BLACK COTTONWOOD 0 DANGEROUS CRITICAL AREA RETAIN 410 16 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 13 10 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 111 22 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 211 10, 12, 16,20 BIGLEAF MAPLE 25 DANGEROUS DEVEL AREA REMOVE SIT 8 BLACK COTTONWOOD 8 VIABLE CRITICAL AREA RETAIN 411 15 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 14 24 BLACK COTTONWOOD 16 WABLE DEVEL AREA REMOVE 112 8 BLACK COTTONWOOD 6 DANGEROUS DEVEL AREA REMOVE 212 12 BLACK COTTONWOOD 14 VIABLE LEVEL AREA RETAIN 312 10 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 412 14,14,14 BIGLEAF MAPLE 16 VIABLE CRITICAL AREA RETAIN 15 10 SCOULER'S WILLOW 12 WABLE DEVEL AREA REMOVE 113 16 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 213 12 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 313 24 BLACK COTTONWOOD 18 VIABLE CRITICAL AREA RETAIN dl3 6, 8, B, 10 BIGLEAF MAPLE 14 DANGEROUS CRITICAL AREA RETAIN 16 ] 6COULER'S WILLOW 8 WABLE DEVEL AREA REMOVE 114 10 BLACK COTTONWOOD 8 DANGEROUS DEVEL AREA REMOVE 214 16 BLACK COTTONWOOD 16 VIABLE LEVEL AREA RETAIN 314 12 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 414 10 BIGLEAF MAPLE 10 DANGEROUS CRITICAL AREA RETAIN 17 28 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 115 16 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 215 8 BLACK COTTONWOOD 10 DANGEROUS DEVEL AREA REMOVE 315 18 BLACK COTTONWOOD 16 VIABLE CRI➢CAL AREA RETAIN 415 21 BLACK COTTONWOOD 14 DANGEROUS CRITICAL AREA RETAIN 18 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 116 16 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 216 14 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 316 18 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 416 8 BLACK COTTONWOOD 10 DANGEROUS CRITICAL AREA RETAIN 19 10 BIGLEAF MAPLE 12 DANGEROUS DEVEL AREA REMOVE 117 12 DOUGLAS-FIR 14 VIABLE DEVEL AREA REMOVE 217 14 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 317 12 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 417 10 BLACK COTTONWOOD 10 DANGEROUS CRITICAL AREA RETAIN 20 35 BLACK COTTONWOOD 20 VIABLE DEVEL AREA REMOVE 118 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 218 14 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN its 8 BLACK COTTONWOOD 6 DANGEROUS CRITICAL AREA RETAIN 418 8,10,12,12 BIGLEAF MAPLE 14 DANGEROUS CRITICAL AREA RETAIN 21 J5 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 119 ] BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 219 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 319 10,18,24 BIGLEAF MAPLE 20 VIABLE DEVEL AREA REMOVE 419 10,10 BIGLEAF MAPLE 12 DANGEROUS CRITICAL AREA RETAIN 22 10.14 BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE 120 9 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 220 ] OREGON WHITE ASH 12 VIABLE DEVEL AREA RETAIN 320 8 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 420 8 BIGLEAF MAPLE 12 VIABLE DEVEL AREA RETAIN 23 ] BIGLEAF MAPLE 8 DANGEROUS DEVEL AREA REMOVE 121 10 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 221 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 321 14 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 421 BE BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 24 8 DOUGLAS-FIR 6 DANGEROUS DEVEL AREA REMOVE 122 10 BLACK COTTONWOOD 12 DANGEROUS DEVEL AREA REMOVE 222 10 BLACK COTTONWOOD 12 WABLE DEVEL AREA RETAIN 322 36 BLACK COTTONWOOD 25 WABLE CRITICAL AREA RETAIN 422 10 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 25 6 BIGLEAF MAPLE 0 DANGEROUS DEVEL AREA REMOVE 123 5 (14-24) BIGLEAF MAPLE 25 DANGEROUS DEVEL AREA REMOVE 223 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 323 e BITTER CHERRY 12 VIABLE CRITICAL AREA RETAIN 423 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 26 1 8 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 124 9 BLACK COTTONWOOD 10 WABLE DEVEL AREA REMOVE 224 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 324 14 BLACK COTTONWOOD 0 DANGEROUS CRITICAL AREA RETAIN 424 10 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 27 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 125 16 BLACK COTTONWOOD 15 VIABLE DEVEL AREA REMOVE 225 8 BLACK COTTONWOOD ID VIABLE ROW REMOVE 325 16 BLACK COTTONWOOD 12 WABLE CRITICAL AREA RETAIN 425 8 WESTERN RED -CEDAR 8 VIABLE CRITICAL AREA RETAIN 28 10 BLACK COTTONWOOD 8 DANGEROUS DEVEL AREA REMOVE 126 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 226 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE 326 18,26 BIGLEAF MAPLE 18 WABLE CRITICAL AREA RETAIN 426 IO BIGLEAF MAPLE 12 DANGEROUS CRITICAL AREA RETAIN 29 a BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 127 20 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 227 10 BLACK COTTONWOOD 12 VIABLE OEVEL AREA RETAIN 327 16 BLACK COTTONWOOD 18 VIABLE DEVEL AREA REMOVE 427 14 BLACK COTTONWOOD 16 DANGEROUS CRITICAL AREA RETAIN 30 36 BLACK COTTONWOOD 18 WABLE DEVEL AREA REMOVE 128 11 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 228 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 318 B BLACK COTTONWOOD B VIABLE DEVEL AREA REMOVE 418 ] BLACK COTTONWOOD 10 DANGEROUS CRITICAL AREA RETAIN 31 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 129 20 BLACK COTTONWOOD 15 VIABLE CRI➢CAL AREA RETAIN 229 8 SCOULERS WILLOW 10 DANGEROUS DEVEL AREA REMOVE 329 16 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 429 ] BITTER CHERRY 8 VIABLE OR AREA RETAIN 32 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE 130 8 BIGLEAF MAPLE 14 VIABLE CRITICAL AREA RETAIN 230 818, BLACK COTTONWOOD 14 VIABLE ROW REMOVE 330 8 BLACK COTTONWOOD 3 DANGEROUS DEVEL AREA REMOVE 33 e BLACK COTTONWOOD 10 VIABLE ROW REMOVE 131 14 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 2,11 10,10 BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 331 14 BLACK COTTONWOOD 16 VIABLE DEKL AREA REMOVE 34 10 BLACK COTTONWOOD 12 WABLE ROW REMOVE 132 14 BLACK COTTONWOOD 12 WABLE CRITICAL AREA RETAIN 232 8 BIGLEAF MAPLE 16 VIABLE DEVEL AREA REMOVE 332 12 BLACK COTTONWOOD 6 DANGEROUS DEVEL AREA REMOVE EXCLUDED TREES NOTE SEE ARBORIST REPORT, DA To DECEMBER 16, 2015, BY 35 B BLACK COTTONWOOD 12 VIABLE ROW REMOVE ISO J BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 233 22 BIGLEAF MAPLE 18 DANGEROUS DEVEL AREA REMOVE LOS 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 36 8 BIGLEAF MAPLE 0 DANGEROUS DEVEL AREA REMOVE 134 ] BIGLEAF MAPLE 10 WABLE CRITICAL AREA RETAIN 234 11 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 334 8 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE GREFNFORESINCORPORATED FOR INFORMATION ON DEAD, DISEASED, ORR DANGEROUS TREES 37 16 BIGLEAF MAPLE 18 VIABLE DEVEL AREA REMOVE 135 ] BIGLEAF MAPLE 10 WABLE CRITICAL AREA RETAIN 235 10 BLACK COTTONWOOD 8 DANGEROUS DEVEL AREA REMOVE 335 ] BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 38 12 BIGLEAF MAPLE 16 WABLE ROW REMOVE 136 6 WESTERN RED -CEDAR 8 VIABLE CRITICAL AREA RETAIN 236 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 336 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE TREE TABLE NOTE J9 14 BIGLEAF MAPLE 16 WABLE ROW REMOVE 137 ] BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 237 12 BLACK COTTONWOOD Id VIABLE DEVEL AREA REMOVE 337 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE BREAST 40 12 BIGLEAF MAPLE 6 DANGEROUS ROW REMOVE 138 6 BITTER CHERRY 8 WABLE CRITICAL AREA RETAIN 238 8 WESTERN HEMLOCK 10 VIABLE DEVEL AREA REMOVE 338 14 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE i DBH = DIAMETER HEIGHT IN INCHES 2 DL = DRIPUNF RADIUS IN FEET 41 6 BIGLEAF MAPLE 10 WABLE DEVEL AREA REMOVE 139 6 BIGLEAF MAPLE 12 VIABLE CRITICAL AREA RETAIN 239 10 DOUGLAS-FIR 8 VIABLE DEVEL AREA RETAIN 339 e BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 42 8 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 140 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 240 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 340 14 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 43 18 BIGLEAF MAPLE 8 DANGEROUS DEVEL AREA REMOVE 141 8 BLACK COTTONWOOD 8 VIABLE DEVEL AREA REMOVE 241 12 BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 341 8 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 44 8 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 142 10 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 242 10 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 342 10 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 45 a BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 143 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 243 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 343 26 BIGLEAF MAPLE 20 VIABLE DEVEL AREA REMOVE 46 10 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 144 8 BLACK COTTONWOOD 8 DANGEROUS DEVEL AREA REMOVE 244 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 344 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 47 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 145 12, 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 245 12 BLACK COTTONWOOD Id VIABLE DEVEL AREA RETAIN 345 16 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 48 10,16 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 146 14 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 246 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 346 8 BLACK COTTONWOOD 6 WABLE DEVEL AREA REMOVE 49 a BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 147 10 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 247 12 BLACK COTTONWOOD 14 VIABLE ROW REMOVE 347 e BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 50 12,24 BIGLEAF MAPLE 0 DANGEROUS DEVEL AREA REMOVE 148 10 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 248 8,8,8 BLACK COTTONWOOD 12 DANGEROUS ROW REMOVE 348 14 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE 51 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 149 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 249 14 BLACK COTTONWOOD 16 DANGEROUS CRITICAL AREA RETAIN 349 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 52 10 BLACK COTTONWOOD 12 WABLE DEVEL AREA REMOVE ISO 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 250 20 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 350 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 53 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 151 10 RED ALDER 14 VIABLE DEVEL AREA REMOVE 251 8 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 351 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 54 16 BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 152 14 RED ALDER 16 DANGEROUS DEVEL AREA REMOVE 252 8 BIGLEAF MAPLE 14 VIABLE CRITICAL AREA RETAIN 352 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 55 I$I6 BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE 153 8 BITTER CHERRY 8 VIABLE DEVEL AREA REMOVE 253 14 BLACK COTTONWOOD 16 WABLE CRITICAL AREA RETAIN 353 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 56 8,10,12,12.14,18 BIGLEAF MAPLE 25 DANGEROUS DEVEL AREA REMOVE 154 8 BITTER CHERRY 8 WABLE DEVEL AREA REMOVE 254 10 BLACK COTTONWOOD 12 WABLE CRITICAL AREA RETAIN 354 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 57 18 BIGLEAF MAPLE 16 DANGEROUS DEVEL AREA REMOVE 155 8 BIGLEAF MAPLE 12 VIABLE DEVEL AREA REMOVE 255 10 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 355 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 58 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 156 8 BIGLEAF MAPLE 12 WABLE DEVEL AREA REMOVE 256 10 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 356 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 59 12 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 157 8 BIGLEAF MAPLE 12 WABLE DEVEL AREA REMOVE 257 14 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 357 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 60 8,10 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 158 8 BIGLEAF MAPLE 12 VIABLE DEVEL AREA REMOVE 255 8 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 358 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 61 6 BIGLEAF MAPLE 10 VIABLE DEVEL AREA REMOVE 159 12 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 259 16 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 359 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 62 Q6 BIGLEAF MAPLE 12 WABLE DEVEL AREA REMOVE 160 28,28 BIGLEAF MAPLE 25 VIABLE DEVEL AREA REMOVE 260 16 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 360 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 63 18 BIGLEAF MAPLE 12 DANGEROUS DEVEL AREA REMOVE 151 24 RED ALDER 0 DANGEROUS DEVEL AREA REMOVE 261 14 BLACK COTTONWOOD 3 DANGEROUS DEVEL AREA REMOVE 361 10 BITTER CHERRY 0 DANGEROUS DEVEL AREA REMOVE 64 14 BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE 162 12 BLACK COTTONWOOD I2 WABLE DEVEL AREA REMOVE 262 10 BIGLEAF MAPLE 16 VIABLE DEVEL AREA RETAIN 362 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 65 12 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 161 18 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 263 14 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 363 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 66 18 BIGLEAF MAPLE 18 VIABLE DEVEL AREA REMOVE 164 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 264 14 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 364 8,18 BIGLEAF MAPLE 16 VIABLE DEVEL AREA REMOVE 67 22 BIGLEAF MAPLE 18 DANGEROUS DEVEL AREA REMOVE 165 8 BITTER CHERRY 12 VIABLE DEVEL AREA REMOVE 265 8 BLACK COTTONWOOD ID VIABLE DEVEL AREA REMOVE 365 4 X 8 BIGLEAF MAPLE 18 VIABLE DEVEL AREA REMOVE 68 16 WESTERN RED -CEDAR 14 DANGEROUS DEVEL AREA REMOVE 166 16 BLACK COTTONWOOD 18 DANGEROUS DEVEL AREA REMOVE 266 10 BLACK COTTONWOOD 10 WABLE DEVEL AREA REMOVE 366 ] BIGLEAF MAPLE 12 WABLE DEVEL AREA REMOVE 69 20 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 167 18 BLACK COTTONWOOD 16 DANGEROUS DEVEL AREA REMOVE 267 8 WESTERN HEMLOCK 10 WABLE DEVEL AREA RETAIN 367 8 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 70 16 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 168 8 RED ALDER 12 VIABLE ROW REMOVE 268 12 BLACK COTTONWOOD 10 WABLE DEVEL AREA REMOVE 368 8,818 BIGLEAF MAPLE 16 DANGEROUS DEVEL AREA REMOVE 71 10 BIGLEAF MAPLE 14 WABLE DEVEL AREA REMOVE 169 20 BLACK COTTONWOOD 16 VIABLE ROW REMOVE 269 14 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 369 10 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 72 14 BIGLEAF MAPLE 16 DANGEROUS DEVEL AREA REMOVE 170 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE 270 8 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 370 IO, 12 BIGLEAF MAPLE 12 DANGEROUS CRITICAL AREA RETAIN ]3 10 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 171 10 DOUGLAS-FIR 6 VIABLE DEVEL AREA REMOVE 271 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 371 e BITTER CHERRY 12 VIABLE CRITICAL AREA RETAIN 74 616. BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE 172 8 RED ALDER 14 VIABLE ROW REMOVE 272 10 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 372 B, IS,, I2 BIGLEAF MAPLE 12 DANGEROUS CRITICAL AREA RETAIN 75 12 BLACK COTTONWOOD 16 WABLE ROW REMOVE 173 15 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 273 16 WESTERN RED -CEDAR 12 VIABLE CRITICAL AREA RETAIN 373 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 76 8 BLACK COTTONWOOD 12 VIABLE ROW REMOVE 174 16 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 274 16 BIGLEAF MAPLE 20 VIABLE CRITICAL AREA RETAIN 374 20 BIGLEAF MAPLE 10 DANGEROUS CRITICAL AREA RETAIN A 10 BLACK COTTONWOOD 14 WABLE ROW REMOVE 175 26 BIGLEAF MAPLE 16 DANGEROUS DEVEL AREA REMOVE 275 8 BLACK COTTONWOOD 12 DANGEROUS DEVEL AREA REMOVE 375 20 BIGLEAF MAPLE 10 DANGEROUS CRITICAL AREA RETAIN ]8 8 BLACK COTTONWOOD 12 WABLE ROW REMOVE 1]6 16 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN D6 26,26 BIGLEAF MAPLE 25 DANGEROUS DEVEL AREA REMOVE 376 8.12 BIGLEAF MAPLE 14 VIABLE CRITICAL AREA RETAIN 79 0 BLACK COTTONWOOD 12 VIABLE ROW REMOVE 1]] 16 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 277 28 BIGLEAF MAPLE 20 VIABLE CRITICAL AREA RETAIN 371 16 BIGLEAF MAPLE 16 VIABLE CRITICAL AREA RETAIN 80 8 BLACK COTTONWOOD 12 WABLE ROW REMOVE 176 8 BIGLEAF MAPLE 14 WABLE DEVEL AREA RETAINF279 24 BIGLEAF MAPLE 20 VIABLE CRITICAL AREA RETAIN 378 IS,, 16 BIGLEAF MAPLE 14 DANGEROUS CRITICAL AREA RETAIN 81 e BLACK COTTONWOOD 12 VIABLE ROW REMOVE 179 8 BIGLEAF MAPLE 14 VIABLE DEVEL AREA RETAIN 8 BLACK COTTONWOOD 10 WABLE CRITICAL AREA RETAIN 3]9 14 BIGLEAF MAPLE 12 VIABLE CRITICAL AREA RETAIN 82 12 BLACK COTTONWOOD 14 VIABLE ROW REMOVE 180 8 SCOULER'S WLLOW B DANGEROUSROWREMOVE 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 380 8 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 83 10 BLACK COTTONWOOD 12 VIABLE ROW REMOVE 181 28,28 BIGLEAF MAPLE 16 DANGEROUS CRITICAL AREA RETAIN 12 BLACK COTTONWOOD 14 WABLE DEVEL AREA REMOVE 381 8 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN A4 16 RIACK COTTONW000 14 NARIF ROW RFMOVF 192 14 RIGIFAF MARE 19 OANf.FROIIS CRITIOAI ARFA RETAIN R Rl A/YC COTTONWOOD fi DAN�R/NIS OFVP ARFA I RFMDVF 1 382 16 BLACK COTTONWOOD 14 WABLE CRITICAL AREA RETAIN Call Working Days Before You Dig 811 Vilifies Underground Location Center (ID,MT,PD,ORWA) D.R. STRONG 3 RIVIL PLANS D p (� CONSULTING ENGINEERS o N\\J ?WEEas FLAIWWSRs suavEVOas 6M11MAVEMII� KIRldN4G, WA(tl0.98 Q0 N0. 0421W..80A4 F423821.2428 00 00 00 0 0 r 0 N fw 3B3 16 BIGLEAF MAPLE 16 VIABLE CRITICAL AREA RETAIN N N 0) 384 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 385 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 386 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 387 12 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 388 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 389 10 BLACK COTTONWOOD 12 DANGEROUS DEVEL AREA REMOVE 390 10 BLACK COTTONWOOD 12 DANGEROUS CRITICAL AREA RETAIN 391 10 BLACK COTTONWOOD 12 VIABLE CRITCAL AREA RETAIN 392 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 393 14 BLACK COTTONWOOD i6 DANGEROUS DEVEL AREA REMOVE 394 12 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 395 14 BLACK COTTONWOOD 1 16 1 VIABLE CRITICAL AREA RETAIN 396 14 BLACK COTTONWOOD 1 161 VIABLE CRITICAL AREA RETAIN 03.03.1] riP 03.22.1] AUI a SJS AS NOTED rNUMEOL w �ouT�ee� is >� CITE/ OF RP 04,06.17 MV �• nr •¢ RENT TON fjNw 0DtIONE � "EDPlanning/Building/Public Works Dept. REVISION BY DATE APPR 5CLE�NGU W AVANA RIDGE PUD w 10.27.16 Z TREE RETENTION TABLE `E. Q NGW 10615 SE 172ND ST, RENTON, WA GCB Q C15008868 B15008865 B15008867 B zs DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING :01 jding 04/10/2017 ON 9 \ W87000211 GO \' MU \ PS DC INN \ \ EXISTING STREET LIGHTS ALONG THE EAST SIDE OF BENSON DRIVE WILL BE REMOVED AND REPLACED BAKER TANK SIZING NOTE.* TWO 21,000 GALLON TANKS SHALL BE USED FOR THE SIT£. THE MAXIMUM DISCHARGE FROM THE TANKS IS 0,04 CFS NOTES 1. ADOI nONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. 3 BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. CONSTRUCTION STORMWATER DISCHARGE NOTES: I. NPDES PERMIT NO. WAR304320 2. MAX DISCHARGE FROM DETENTION VAULT AND BAKER TANKS DURING CONSTRUCTION IS 0,04 CFS (50% OF PRE -DEVELOPED 2-YEAR PEAK). 3 THE BENCHMARK FOR TURBIDITY VALUE IS 25 NEPHELOMETRIC TURBIDITY UNITS NITUS) IF THE TURBIDITY IS MORE THAN 25 NTUS, THEN CONTRACTOR SHALL FOLLOW STEPS OUTLINE IN SECTION 4. 2.1 OF THE CSWPPP TESC LEGEND CONSTRUCTION LIMITS. TO BE FLAGGED OR FENCED —X—X— SILT FENCE STABILIZED CONSTRUCTION ENTRANCE MULCHING, MATTING, & COMPOST BLANKETS MU PS PERMANENT SEEDING AND PLANnNG DC DUST CONTROL SS STREET SWEEPING & VACUUMING SC SAWCUTTING AND SURFACING POLLUTION PREVENTION OINLET PROTECTION INTERCEPTOR SWALE WTH ROCK CHECK DAM EVERY 50' (SEE DETAIL SHEET GO) ® RIPRAP PAD TREE PROTECTION FENCE (MEE TO BE RETAINED) _��� ________--BAKER TANK PUMP LINE STOCKPILE, MATERIAL AND CONSTRUCTION STAGING AREA SD 12'1 TEMPORARY CULVERT Cetl 2 Working Days Before You Dig 811 VWies Underground Location Center (ID,MT,ND,OR,WA) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE 0087000280 087000282 W87000287 0087000214 EXISTING LIGHT Ex. DRY UTILITIESI � L SHALL BE POMOL£D INTERCEPTOR SWALE BAKER TANKS _ SC SS e$E �> -- 1,_J L- FL=386.5015 C I STOCKPILE AREA WES7�BUILDING L�- \ \ ` BAKER TANKS PUMP MO N \ SURFACE WATER RUNOFF NOTE.• \ I. MEASURES WLL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE \ SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER CONSTRUCTION. \ pH SAMPLING NOTE.• pH MONITORING IS REQUIRED FOR SIGNIFICANT CONCRETE WORK' NE, GREATER MAN 1000 CUBIC YARDS POURED OR RECYCLED CONCRETE OVER THE LIFE OF ME PROJECT) THE USE OF PHONEMES SOILS (SOIL AMENDMENTS INCLUDING BUT NOT LIMITED TO PORTLAND CEMENT- TREA ISO BASE [CTB]. CEMENT KILN DUST [CKD1 OR FLY ASH) ALSO REQUIRES PH MONITORING. FOR SIGNIFICANT CONCRETE WORK, pH SAMPLING WILL START THE FIRST DAY CONCRETE 15 POURED AND CONTINUE UNTIL IT IS CURED. TYPICALLY THREE (3) WEEKS AFTER THE LAST POUR. FOR ENGINEERED SOILS PH SAMPLING BEGINS WHEN ENGINEERED SOILS ARE FIRST EXPOSED TO PRECIPITATION AND CONTINUES UNTIL ME AREA IS FULLY STABILIZED. IF THE MEASURED PH IS 6..5 OR GREATER THE FOLLOWING MEASURES OLL BE TAKEN: 1, PREVENT HIGH PH WATER FROM ENTERING STORM SEWER SYSTEMS OR SURFACE WATER. 2.ADJUST OR NEUTRALIZE THE HIGH PH WATER TO ME RANGE OF 6.5 TO 8.5 ED USING APPROPRIATE TECHNOLOGY SUCH AS CARBON DIOXIDE (CO2) SPARGING (LIQUID OR DRY ICE), SMITTEN APPROVAL WILL BE OBTAINED FROM ECOLOGY PRIOR TO THE USE OF CHEMICAL TREA WENT OTHER MAN CO2 SPARLYNG OR DRY ICE. CONSTRUCTION SEQUENCE: 1. PRE-CONSTRUCnON MEETING. 2. POST SIGN YAM NAME AND PHONE NUMBER OF MC SUPERVISOR (MAY BE CONSOLIDATED WITH ME REQUIRED NOTICE OF CONSTRUCTION SIGN) IT FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED, 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6 INSTALL PERIMETER PROTECTION (SILT FENCE BRUSH BARRIER, ETC). Z INSTALL BAKER TANKS, COLLECTION SUMP AND SUMP PUMP. B CONSTRUCT UPSTREAM BYPASS STORM LINE. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10, VAULT EXCAVATION AND CONSTRUCTION. 11, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS ETC.) SIMULTANEOUSLY W4TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 12. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WIN APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS. 13 RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE MAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE W THIN SEEN DAYS. 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKEO FOR MORE MAN 30 DAYS. 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BURS REMOVED IF APPROPRIATE D.R. STRONG 3 FINALVPIANS D p (� CONSULTING ENGINEERS N\\J aGIWSm PLANWEsS SbYr EOoas 6MIRTAVENM KIRAANO. WAd90.92 N0. 012SB9.90&4 FAIKW7.242a REVISION I BE STORED HERE pN ' EASTBUILDING TRAILERS) AND ONLY HERE T ALL TIMES AREA SHALL f IJNED W/TH PLASTIC AND RIP RAP PRIOR TO ANY ACTIVITY J I 7 �° \ MU PSIr �� � OC� E SILT OU 777 AROUND PRE AREA BY I DATE I APPR RA"V NMAI AS NOTED ':IT rUU F No ONE NAN `^", DAIUY 0087000285 2923059176 SEE SHEET C5 FOR TREES TO BE REMOVED 15 THIS AREA FL-306. 00 _ i =4 I IN 0 Ny IN / / NORTH / GRAPHIC SCALE / D zo aB aB 1 INCH = 40 Ff. 11 as CITY OF RENTON Planning/Building/Public Works Dept. J 00 00 00 0 O L0 U L Q J N N R-392207 Ld 0 AVANA RIDGE PUD �rz 10.2z16 Z TESL PLAN cE Q 10615 SE 172ND ST, RENTON, WA CDT a C15008868 B15008865 B15008867 7 26 DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 DEVELOPMENT ENGINEERING mair 04/11/2017 =`- _-I •►�1�11110 � i► 411 ����►1►iMml:a*04; Ills0�*1. NOTED 1. CCM OFWE I.I. HERE COOEMMTED MURDER FROM DISTU MAREAS TO AMID FROM PONDS OR SUP& U. TO COMEDY RLXOE INTERCEPTED MOM UNMBNRBFD ARMS AAq.ND ME 811E O A NON£ROMWE CBWMOE POST. L MMXIEXAX4£STMDMDB t.t. DESIGN TEPCBRpx OFFCRETIM10.6FEET9INLLWF£MOKDROTILiT T1ECNMlXELM RE6Tgi®ORS pUOINAL IOU pAPACIIr. 2$. TE WECNDMI96NNLBEEXMIINED Fq1&ON60FDSVRIX3µDEtWMH6TIEBEDMID &411(8.i8ROLRbIGAMERO6IC vPUBLIC TOBEB CHECK DAMS SPACING AND S' PLAN - &TAB OEPAETIIENT CROSS SECTIONS YI11RCH BOOB PUNT DS.d. 1HIM S MAINFRAME •x :'P 6OXdF WnsLa N' I -Pd1PVIwA wreXrov ,9p/ PllRevumlrPlT'> LXOYITRID MEN 1X�BEbtlo BWwlnMGrW WAv (BlaDlaawebrnwa Wm.eEwexAw z TMdap.I.Enm.mllnl�p�eoxnLlqum(aann,gy.l a. 1M Xo WwI NMI and ew i.iml a n. mp wmw wLY u. aE.an m.I.I.L A PMwm lrelXxao NemN»a WTdeNVEeps]YMMBYI9,'I31 PUBLIC WO]MS CATCH BASIN FILTER =. � - E10.ffo A DEPABTI@!T PARCH 2O08 Cell 2 Working Days Before You Dig 811 VBlies Underground Location Center (ID,MT,ND,ORWA) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RID GE M� XY W eP A�1f� r / IYNLLXW69 \ } V" NN smFxnFtwvmm 1. COMMIMNNWE 1.1. COAITRUCTION ENTRANCE SHALL BE STAMMED WNFAEVERTRNFlCNYL BE MORNING A OJNSRUSTIOIRIIEµDNABEMNO ON PAVEDROP➢60ROMERPAVEDAREASIM MN LOOD HEYOFTNESHE L DBBMNAXDINBrALLAIIOXBPE01Fl WN6 21. HWFVFLINVODBMEDMVLCXIM4YSESUB6IIT MDMRORC IMDWTIMA SPALL61NARE TWULL BEVBED MR PERMNFM OPffi. RUN FUEL M NOT RECOMMENDED FOR ENTRANCE 6TIBILUATICN N URBAN AIEAS. THE INS EGTORANY ATA R E OSE IFTIE OO d NOTPREV@111N09ETMAfMFRCNBF1N01RAClED Q4T0 Pµ£MENrOIFMETOO IS BRING CRNMED ONTO PAVEMENT. 22 PENDING ULS INSTALLED AS NECESSARY TO RIUMICIF T NLEDASNECESSARYTORIUMICTN CONSTRUCTIONENTRANCE. LTNRROE6IBLE.ME ENTRANCE MILL BECONSTRUCTED OA FIRM. COMPACTED WERIMUE.M MCµ6LB6TAMWLY INCREASE ME EEFECIIYEN ESS OF ME PAID AND REDUCE ME NEED MR MAINTENANCE } WJRLFMM`EEBTAROMN6 II. QUMRYWALUSSNALLSE ADDEDTME PAD I6 NO LONGERINACCORDµCE WNHTHE 6PECIFCATCIH. B2 IF TIE ENTRANCE I6 NOT PREYENPNG SM W EM BEING TRACKED ONTO PAVEMENT MEN ALT ERNATNE MINUSES TO KEEP ME 6REER FREE OF SEDIMENT SMALL BE USED TRI8 MAY INCLLCE STREET SHEETING. AN INCREASE N TIE DIMENSIONS OF TIE ENTRANCE. OR THE INSTAUXTION OR ME VMEFL WASH. F WASHINGUSED. IT CALAUNED ROCK REDDVANNES WATER MAU ORION TO A 6LATH! IMAP OR PAID, MALLBE OOYECNµ AREA COVERED WITH ® 8A ANY SEDIMENT MET IS TRACKEDDRO PAVEMENT 6NOLL BE REMOVID IMMEDIATELY BY 6ll£FNNO. ME 6EDIMEM COLLECTED MY SIMMONS SHALL BE REIMVED OR STABILMED ON RIETIE PAVEMENT WALL NOT BE WEANED BY WASHING DOWME STREET, IXCEPE WEN SMEPNG ISRESPECTIVE AND MERE M A THREAT O PUBLIC SAFETY. IF R XECE88AAY TO WASH T£ BTREEIS,A SMALL SOW MUST BE CDgICTE➢, THE SUMMERS MOULD MEN BE AHMED NOTE SUMP WHERE R Cµ BE CONTROLLED AND DNYQURimMFROFRMTEIr. SA. ANYWµRYRE ENT£ MAY INSORENSENG DFBIEI AT PAN POSµpFE TOMMUP ON 1E OILNAYBXALLBE IAI IFENDNG MAUMe 9S IF VENX]EBM£EXIEMW30REMRNOTIE9NE6ATPoIM90TE0.TOW TIECOXSIMM1pN INBr.WIDroCWITRW TRAFflc. III m" - stuo A �PD TORE3 STABILIZED � DEPA� CONSTRUCTION ENTRANCE SEARCH yO08 EROSION CONTROL NOTES & SPECIF7CAT70NS 1, THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, QUARK UTILITY. AND TRANSPORTATION PLANS: 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIWTY OCCURS, A PRE-CONSTRUCTON MEETING MUST BE HELD WIN ME CITY OF REHM.. PUBLIC WORKS DESIGN ENGINEER J THE BOUNDARIES OF THE CLEARING UNIX AND AREAS OF VEGETATION PRESERVAPW AS PRESCRIBED ON ME PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR F£NGNG IN ME FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE INN APPENDIX 0 OF ME SURFACE WATER DESIGN MANUAL AND OBSEFV£0 DURING CONSTRUCTION DURING ME CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND ME CLEARING LIMITS SHALL BE PERMITTED. ME CLEARING LIMITS SHALL RE MAINTAINED BY ME APPUCANT/ESC SUPERVISOR FOR ME CURATOR OF CONSTRUCTOR 4 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTOR AND MAINTAINED FOR ME DURATION OF ME PROJECT ADDITIONAL MEASURES, SUCH ASCCNST:UCIED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK WE TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR ME DURATION OF THE PROJECT 5. ALL REQUIRED SEDIMLNTA NON/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TM£ THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL ANN ON -SHE EROSION HAS PASSED, THE IMPLEMENTATION. MAINTENANCE REPLACEMENT AND ADVISORS TO EROSION/SEDIMENTATION COMOL SYSTEMS SHALL BE ME RESPONSIBILITY OF NE PERMIT££ CWDIBOAS DICTATE, ME PERMUTE SHALL ANTICIPATE MAT MORE EROSION AND SESSION IN PON CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON ME PROPOSED SITE DURING ME COURSE OF CONSTRUCTION, IT SHALL BE ME ORUGATON AND RESPONSIBILITY OF ME RESUME TO ADDRESS ANY NEW GWOITWS THAT MAY BE CREATED BY THE AC➢VIT£S AND TO PROVIDE AOOITWAL FACILIT£$ OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF ME RECEIVING DRAINAGE SYSTEM. Z. APPROVAL OF MIS PLAN IS FOR EROSION/SEDIM£NTATON CONTROL ONLY. IT DOES NOT COR IUI£ AN APPROVAL OF STORM DRAINAGE DESIGN SIZE NOR LOCATION OF PIPES RESMICTORS. CHANNELS OR RETENTION FACILITES B. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS MAT WLL NOT BE DISTURBED FOR TWO DAYS DURING ME WET SEASON (OCTOBER In THOUGH MARCH 30w) OR SEVEN DAYS DURING ME DRY SEASON (APRIL in TOUGH SEPTEMB£R 30) SHALL BE IMMEDIATELY STABILIZED WIN ME APPROVED ESE COVER METHODS (ED, SEEDING MULCHING, PLASTIC COVERING ETC). 9. WE SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AMD MARCH 30 INCLUSIVE, UNLESS GMERMS£ APPROVED BY ME CITY THROUGH AN ADJUSTMENT PROCESS 10 COVER MEASURES MILL SE APPLIED IN CONFORMANCE MEN APPENDIX D OF ME SURFACE WATER DELI MANUAL 11, ANY AREA NEEDING ESC MEASURES NOT REWIRING IMMEDIATE ATIENTW, SHALL BE ADDRESSED MESH SEl£N (7) DAYS 12 THE EX FACULTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WMIN 24 HOURS FOLLOWING A STORM EVENT 13 AT NO DIRE SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WMIN A CATCH BASIN ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAWNS NE CLEANING OPERATOR SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO ME DOWNSTREAM SYSTEM. 14 WRING THE TIME PERIOD OF OCTOBER IN THROUGH MARCH JOIN ALL PROJECT DISTRIBUTE SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY MULCH SOODING OR PLASTIC COVERING. IS ANY PERMANENT RETNTW/DETNTW FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ER09M CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF ME PERMANENT FACILITY is TO FUNCTION ULTIMATELY AS AN INFIL MASON SYSTEM, ME TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT ME BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE ME FINAL GRADE OF ME PERMANENT FACILITY. I& PRIOR TO THE BEGINNING OF ME NET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDENTIFY WHICH SUES CAN BE SE£D£0 IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WHIN ONE WEEK OF ME BEGINNING OF M£ AFT SEASON A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND NOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO ME CITY OF RENTON FOR RENEW D.R. STRONG 3 FINIALPLANS D p (� CONSULTING ENGINEERS N\\J aoIM86RS FUNA�as BuaLEYoas 6MIIFAVEI AGRUANO. WASSAIS N0. 0AZEW.MW FAMS272423 REVISION Xn 1. CgIDIIXIX qF WE Lf. REWREDAT: f.'.t. TIETOPOFALL9Lq£61H F%CEBSOF]X:1V µD WlIM M]RETl9N10 FEEr OF VFAIIGLREUEF. 1,2 Ai B11EliJA1&CN PNY SIAPFbTX1T E%C££DBTIE DIMEN6gX86PECIFlEOBELLOp. 2. BEBMX µDMTALWT WECFlCAMM 2.1. MR8LCPE$Wr PERTNµ21:IVWRHMORETi0N10FEET WRM` IEF.BQiGME YBECOIISTWCTEDORCLWM SPA PNIERC MRSWALEBMAYMWM.THEDEBNEMEP9UREM1g MDMb DWMENOMEMMEETECFNELY IN MEPTTHEHIGHVELOC MNOE£OASEMM WMNDORT .. 2.2. CCIIBTBICIIONTRPFFMW£RT9IPOP W,V MALL BE MUMS a. MAIXRNMME8Fµ0ARW 32. OHAOOEFEBVLTXGFFCN 0.JX6F 0R WNMRLCnpI ACIMIY6WLLLBEREPAI0.EONMEOLATELY. 3. IFTIEFMEl1YNXOTREgAARLYPEFMNSFOiNPWE'FF.TIECMACRYµO.ORRIEOIIENCYOFTXE SWAT£& WIW.L BE IxrAEASED. PDENUO TOM - INTERCEPTOR SOURCE I " P - 217.f0 DEPAHT1LBi'f MARCH 2O08 TREE PROTEC77ON MEASURES Li �eEWYI� 1. 491YFIOIIGFUR ®PDNMLOFE OFALLdBNReEO M£A9. 1.2 dLi FEHCEBIgFIMDNEOTGIXEni MN3MIPR/GEp FLfMN,NdiI3 N1FNDE➢OTRFATBVBBrNRNL MpM80FOhPVNDf1INl. NIYCONCEMRnTEORWINC(r EECONhYEDTIRGWXTIE dWNA0E8Y81MI0A8EDINBIrl1YP pIPgA 2 RN01YN drtNI/.IgXBPEdfCAIMM 2t. AMANINTFXrIfEV3EDu�rMEF}XESruWARuu3reo eFLiaM.n WPVDFTIM WMIFnCRWEXOFIBRICaFECFMATXNsuoBTEE AvuIARIBON SIRE �YfI3N �� law 2z BFMo14ADsrFIXmNRE'WO CWRIXIPA�M:iIIBIIFFX FIENC IFIFI9.OSEOLYNCE w/AOROMEHIH/. aTN@Ia�FEd£��aoKAFWT 23. WNEREMEFBICEIB NBidI®.TIE9LKE9FVLLXMBE9IEEFFXTXµ M:N RN£LLBW® PEINATiBIMIINTSiµM7E8TIEFPX TAO NOTNI OYI WATFA IWOBWI83 di VICELEIEEREFBLT£ FBICE L YNIREXM48TIMCABN S1. AMDAMA9E&MILEER®MRMLEONT6V. IXMICBiTUTFIIROBAPE FApEM VRIEL W 11EfENCE.TIEY MU6FBEMIFl1®IEDµDCONVEVEDOABEDDE11TT1.V DiPtlL SED" AS SMNRrAMttI WEO(TIE VPMLLBIpECEIIE fBCE Fgael(NBGFTEfBSPCIMiOMGANOnCIWOABABMRIEROFLWVµO TEENCAVBNG@4WNFL1MTdI C£ilM'B PPIVLELOTIEFFNCE.IFTIN WCM6. REpACETHEFBIf£O0.11EWr11TET+M }A M UNDMEMMOSTBEREWVFDMEN MONES BELL }8 IF ME FILTER FAPoC(OEOIIXTEEIHAS RWETO ULTUNWEi &iFNNNN.RBULL. BEPEAACED. PUBIIC WOREB SILT FENCE DEPART�NT AfARLiI 2008 e. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLU/DS OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT ME EARN IN ANY WAY WITHIN THE AREA DEFINED BY ME DRIP LINE OF ANY TREE TO BE RETAINED b. FENCED PROTECTION AREA REQUIRED. ME APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND ME DRIP LINES OF ALL RETAINED TREE$ OR ALONG THE PERIMETER OF A STAND OF RETAINED ]BEES PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, MO TRESPASSING - PROT£CTED TREES' OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50) SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND 96NE0 INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR ]RUCKS ARE MOVING NEAR TREES. PROTECTION FROM GRADE CHANGES IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND ME TREE THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE U. IMPERVIOUS SURFACES PROHIBITED WITHIN ME DRIP LINE THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF ME FOLLOWING AREAS (I) THE AREA DEFINED BY M£ DRIP LINE OF THE ]TREE, OR (IQ AN AREA AROUND ME TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH ON£ INCH OF TREE CALIPER THE REW£WING OFFICIAL MAY REWIRE A LARGER IRE£ PROTECTION ZONE BASED INN TREE SIZE, SPECIES, SOIL, OR OMER CONDITIONS L MULCH LAYER REWIRED: ALL AREAS WITHIN THE REWIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR TD INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTWS MAY BE APPROVED BY SHE REVIEWING OFFICIAL IF SHE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. D. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARSORIST OR OMER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOM,, FERTILIZE AND WATER AS APPROPRIAM FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. NOTES. 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE ORIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TBEE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY AVOID DRIVING POSTS OR TREE PROTECT70N DETAIL BY I DATE I APPR NORMAN HIS AS NOTED ""° I ONE I AT NUL NONEA So ONE I d11UY as CITY OF RENTON Planning/Building/Public Works Dept, 00 00 00 O O U N N R-392208 LLI 0_ MT 10.27.1e Q RELIMOX POOL NO W > 10615 SE 172ND ST. RENTON, WA MDO Q C15008868 B15008865 B15008867 a zT DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 DEVELOPMENT ENGINEERING rnair 04/11/2017 O CURRENT PLANNING jding 04/10/2017 AVANA RIDGE PUD TESC NOTES AND DETAILS rn 0 N N 0) M I O I W I— n i a n N NO I I \ 0087000211 \ Oo \\ Jx \ �O 6' ASEWALT \ PAM I 007000274 SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RIDGE I I hI 00117000280 0087000282 I Q Ix SIFFIN01N }6n (SEE Er C15 iEORQRWNpOr —I — � � ROAD 1140fiK SCHEDULE) ND STREET_ L J1948 __T_ I \ / 0007000281 -.."l� t28' EX. — J' Raw.De N'ON P.T.WDi� z 00 60' R0._W. JBMAW. .] Jam. B85 B&50 B&5 69f� 5'BSEI. J AW. 20' BSBL 16.. J A00 " A00 3 JJ 0, 3 .M � l M28' \ EASTBUILD/NG "..Do' `o0 20' esBt WES UILDING C14 , J90.00' 8' SIDEWAL389.15' 377.75 \ \\ J6 ITPLANTER a n 42+00 93+ as. 41+mam � - �w e 10,V \ \6 J � ...... JB200 � ,,,✓✓✓ppp 369.20' J69.00' \ 'LY61R Of 386.40' \ Maw' �; �, W.50' . _N 36J00' SITE VOLUME CALCULA77ONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS) (CU. IDS) (CU YTS) 8,731 4,643 4,088 EXPORT ALL VOLUMES ARE APPROXIMATE AND ARE PRONDED FOR PERMITTING PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN CONTRACTOR SHALL RELY ON HIS/HER OWN ESIMATES FOR DETERMINING ACTUAL EARTHWORK QUANPRES THE VOLUMES DO NOT INCLUDE STRIPPING STRUCTURAL EXCAVADOR, VAULT EXCAVATION. EXPANSION/COMPACTION FACTOR OR ANY SOIL TYPE RESTRICTIONS. M87000285 5' SIDEWACKJ 2923059176 TH a 46+60 9.60' 60' g8 90' 39A \ L .,ems. \ %\oa ✓ \ - IYSDOT TYPE 4 \ ) WSOOT SM. PLAN L-M10-= SHEET 02 FOR DETAILS (TIP.) S� sy SIB \ Is oo O,QL \ \ \ 'PATH $ SIDEWALK PAVEMENT RESTORA77ON NOTES WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.OR. STREET LEGEND: \ RESTORADON AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY CITY INSPECTOR. LOCK AND LOAD WALL \ A\�• m HALF STREET GRIND AND OVERLAY WILL BE REWIRED AS ME MINIMUM RESTQPADON. STONE TERRA WALL BACK OF SIDEWALK SLOPE N01E KEYSTONE WALL 6 GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED FOR A DISTANCE OF ROCKERY \ I THREE FEET. AFTER THREE (J) FEET. SLOPE MAY BEE INCREASED TO A MAXIMUM OF 2: I. BUILDING PERMIT N07ES' 1. VAULT AND RETAINING WALL TO BE APPROVED UNDER SEPARATE PERMIT INDEPENDENT RENEW REQUIRED FDA ALL RIGHT-OF-WAY 2 IS WALLS WTHIN SAFETY RAILINGS SAFETY RAILINGS SHALL BE REQUIRED WHEN THE BOTTOM OF A ROCK WALL, RETAINING WALL, OR SLOPE IS 30 INCHES ORMORE BELOW THE FlN/SHED SI ELEVATION OF A SIDEWALK OR OTHER PEDESTRIAN FACILITY \ Cetl 2 Working Days Before You Dig 811 VEilies Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG 3 FlNALVPIOIS D p ((� CONSULTING ENGINEERS N\\J ENDINEERS PLWN£R9 SURVEYORS &07MAVENIa KIRN[AND. WAIRAM Q0 N0. 0421W..30aT F42a6P7242a e' 0 I 6' PAIHJ � / J90.00' 38400' ' OL L NEMCOL 03.03.17 riP 0M.17 MV a SJS AS NOTED rw �oul�ee� is CITY OF YlP 04.06.17 MV uc� "L lR�EINITON cDr DAIUY ""mom F No ONE NOR Planning/Building/Public Works Dept, REVISION BY DATE APPR . s`""�N= o �I J 40+00 1 6. GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. 00 O 00 00 (D O U Lo Q J N N R-392209 n ME 7 LLI Cr) 0 AVANA RIDGE PUD W 10.27.16 Z GRADING PLAN 4" Q 10615 SE 172ND ST, RENTON, WA C9 Q C15008868 B15008865 B15008867 a zs DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O mair 04/11/2017 w CD 0 F Q Z Q j Q I BBC 403 4 D3 461 SE 172ND STREET �fi 403 ]5 39+B�L. 404.66 TC g05.B5 /I- - BC 405.35 a A 6.0� 32 55' 4 a 7 9X q \\-EL. 40383 EL. 404.74 EL 405.9J TIE INTO Ex - EL. 0 EL 4054038 TIE INTO EX EL. 404. 19 L, VEWAY EL. 404.85 PARCEL 292305-9176 DRIVEWAY DETAIL SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, AVANA MIDGE 40+00 40+ 3.08 BE 172ND STREET 4 e I c TC 409.90 BC 409. 40 a by EL 40997 ` £L. 409.75 I n ryy a0 Tp� STA, 26+98 49 CENTER OF ADA RAMP �y1Y., AOq �ry10 EL HeI83 5 ° £L. 409.85 b X. �IIII} 40689g 69 I STA ELI 40.E 93 601 8G 409 EL 410.30 IS C -1 Iqo r.,,. VJ yyII I d da 1 I m I ADA RAMP AND CURB RETURN DETAILS \\EL. 37932 'A " EL. 37220, : - --- .d IT a82.42 '\ A. A.a ' 0 A .69 EL„ 3H2 O4 ' \4� fL. 38230' 4, a PEDESTRIANq^ ^°° _ _ _ _ _ PEH8/ L TC 362 14 / \ TC 379.04 °°e PER S ER SIGNAL BC \ / / \ BC 378.54 MODIFICATION STA 21+14,94 OF AD PLAN 1CENTER OF ADA RAMP 19 STA. 18+57.96 EL. 38.1 TO 381.74 CENTER OF ADA RAMP \ BC 381.24 \ TC 379.41 / BC 378.91 EXISTING RAMP / TO BE REMOVED PEDESTRIAN AND REPLACED WITH PUSHBUTTON CURB, GUTTER, AND SIDEWALK \ PER SIGNAL MODIFICATION PLAN TSI / 383.50 EL 38347 STA 21+1800 0 / CENTER OF AEIA RAMP EL. 377.68 (l, TC 3EL 383.49 V BC 37710 O TC 384.02, EL 3A.33 \ / BC 383.52 �n STA. 18+58.12 \ / 59, CENTER OF ADA RAMP EL 3]]48 IN TC J78,39 3BC 3A.89 \ BCC 377442 TC 376r O6EXISG RAMP ID B£ REMOVED BC 3]Z56 - AND REPLACED WTH \ A CURB, GUTTER, AND SIDEWALK G / RELOCATE EXISTING EL. 3784, 1 d JUNCTION BOX TO BACK OF SIDEWALK PLACED INLHIN THE R.OW. - \ PER SIGNAL MODIFICATION PLAN T51 \ \ EXISTING RAMP \ \ TO REMOVED R AND REPLACED WITH CURB, GUTTER, AND SIDEWALK \ xNNNX BENSON DRIVE/BENSON ROAD ADA RAMP DETAILS JOGd4 1 CRY COMMENTS DATED 12.09.18 1 riP JOIZI.171 MN m D.R. STRONG 2 CRY COMMENTS DATED 03.03.17 riP 0 3.22.17 MA1 Cell 2 Working Days You Dlp CONSUL TING ENGINEERS 3 FINaU PLANS nr ae. awn Lw 81 811 FEE VEilisa Underground Location Center ENOINEER9 PANNER9 BURVEYOR3 (ID,MTND,OR,WA) °r•l� ese AVENW KieanN.IVA 9 012582)80A4 F4238P724Y8 NO, REVISION BY DATE APPR W. M. `TC 400.1s BC 399 65 STA. 24+4519 CENTER OF ADA RAMP TC 39989 SC 39939 EL 400.05 �S EL. 384,07 y 8 p / ^�b 1 / TC 38a, 6 >s yk BC 38356 pp PEDESTRIAN BENSON ROAD PUSHBUTTON PER SIGNAL MODIFICA71011 PLAN TSI TO 384.08 BC 38358 EL. 384,10 ��F HIT ONE W4H 40L33 J EL, 40029 STA. 24+45.43 CENTER OF ADA RAMP EL 399,96 - MATCH EX. CURB AND GUTTER TC 4L)003 BC399,53 IT -L. 4NT ] TC 404.59 BC 404.09 MATCH EX CURB STA 25+6777 / AND GUTTER CENTER OF ADA RAMP TC 406,12 TC 40A39 BC 40562 BC 40389 EL. 404.55 MATCH EX BACK DR SIDEWALK / EL. 405.19 a, 40514 STA. 25+16.67 CENTER OF AOA RAMP EL. a05.01 VAA 0 MATCH EX CURB - /� AND GUTTER ` TO 40539 �0 BC 404.89 ryh+ K � EL. 400,38 EL. 40004 0 405.23 00 00 00 O O `EL. 40510 b' I 0) 00 MATCH EX BACK OF SI EL4DEWALK "- . 0546 O Lo 7 � Q MA p CO7- MATCH EX BACK OF SIDEWALK EL. 400.10 108T1-1 AVE SE ADA RAMP DETAILS as >r CITY OF RENTON Planning/Building/Public Works Dept, NORTH GRAPHIC SCALE 0 5 10 20 kon�� 1 INCH = 10 FT. R-392210 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O mair 04/11 /2017 AVANA RIDGE PUD GRADING DETAILS 10.27.16 10615 SE 172ND ST. RENTON, WA CIO C15008868 B15008865 B15008867 10 6,26 DRS PROJECT NO. 15088 N N 0) IM U Ld 7 O Of 0- W CD in 0_ Q z a a SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RIDGE STA. 36+70. ]9, i. 30' L STA. 3]+]9.81, 352' L £L. 395.92 SE 172ND STREET EL. 400. 41 MATCH EX. CURB, _ MATCH EX CURB. `^SIDEW Lff GUTTER AND SIDEWALK STA. 36+]088, 398' R j EL 39647 — CONNECT �7H-EX -SACK OE SO 3]+00 TO EXl iiNTz — a - - - -\ -_5/DEWALK — — — — 5T SIDEWALK ° 9 CI9NN£CY= --� I ITO EXISTING 6 SIDEWALK STA 3]+Z58, 197' R TRANSIRON FROM S fIIz - EL 401,01 6" SIDEWALK a MATCH EX BACK OF TO 5" SIDEWALK I f SIDEWALK 6 Sl4EWALK ITRANSl77ON SE 172ND DRIVE SIDEWALK DETAILS .3}A: 1 38.55, 11" L EL. 4 ° TA. 14+3 . 36 L 36L ° d 3, 28.09' L EL. 36L5] \ \ 5TA. T4}4965. 2819' L J £L SIDEWALK MATCH £X CURB, CUTTER AND SIDEWALK BENSON DRIVE SIDEWALK 77?ANS177ON DETAILS 0 Call 2 Working Days Before You Dip 811 VWies Underground Location Center (ID,MTND,OR,WA) c STA. 14+49 ]], 33 19" L STA. 18+46.46, 46.69" L EL. 351.82 STA. 18+34.31, 3545'L EL- 3]913 MATCH EX BACK OF EL. 3]612 SIDEWALK \ MATCH EX BACK OF SIDEWALK 0" CLEAR ONE CONNECT CONNECT C i]'=T �t0 EXISTING CONNECT EXISR G 5' SIDEWALK 5" SIDEWALK 8" SID LK ST . 16+34.30, 3052' L EL. 37803 '6 TCH £X CURB. 9F. GUTTER AND SIDEWALK pd0 F STA. 18+40 ]5 33 8 L �q . £L. 3]830 STA. 18+49,92, 39.00' L EL. 3]901 D.R. STRONG 3 RNOIL PLANS FEE CONSULTING ENGINEERS o4wwEBas FUNN�as suavEvoas MI AV Me KIR .. WAM03 N0. 0625,W.3084 FdINILM72428 STA. 11+6743, 42 ]1' L \ EL. J52.45 SSA. I1+80.935L 3351. L EL 20 STA II+74.55, 29.59' L EL. 350J6 MATCH EX BACK OF SIDEWALK CONNECT / TO EXISIING 5 SIDEWALK WALK ! S 11+74 56. 24.59' L d EL. 350 . ]6 S%l 7TCH EX CURB, DO= AND SIDEWALK / STA. 11+8354, 41.52L EL 351.32 STA. 11+8532, 4065' L STA, 11+80.85, 2 0" L d a EL 3 I STA. I1+ 74, 3$]0'L \ EL 351. 46 ° BENSON DRIVE NOR77-1 SIDEWALK 7RANS177ON DETAIL E REVISION A d ° G BY 1 DATE 1 APPR �� d11UY N6 ORTH GRAPHIC SCALE 0 5 10 20 1 INCH = 10 FT. 00 00 00 (D (D U L Q J N 0) R-392211 'lZ: W Cr) 0 dsM CITY OF AVANA RIDGE PUD W 10.27.16 Z -6 RENTON TRANSITION DETAILS Q Plonning/Building/Public Works Dept, 10615 SE 172ND ST, RENTON, WA Ctt Q C15008868 B15008865 B15008867 11 2B DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O mair 04/11 /2017 N N N O) M I 0 0 W F— n Iva I ni P ANA, A 10 /1 ftNNN.mN1AAnN1I,nNNIftNNi rre. 93� teeeeue onus �4mrr.FuwwN[mFrem.. .rw.min.�e.m.mF. e..viwwen� NINA mi i Siaro n w �nANININ Ai p swww II` W ff�ert.r Niffli w mw saran. x I Ni re'i nos on-axmg 21 -- rm x I�fii NNN Ni s �a°Y`a01e a wma ANTININE. .n. u' W unr I!s AYe wvNe 19 - �,/.�s RMYIYPYYPM tOM ®h®w.....,m.FwF..w N.FNUNTwxEDxn ..&"ir mu INNE NNE IN NAN Ni Nin _-N. / ®v _ mannimi ......n r,.e.>..�— a....i. ."..m M,•. Ni NANAM NmewiNni 4 INK ni WIN,~ NIN r: 0 9riE ...iw0 a....r.............. - ur WPaRDnwllAle aNv IN 0i AN ui�us'..�w mmi AN 4�.t NAN, Anim, "inn .ew.r ""m,wm....« I'Afti .p ®.. IWAIM it NAN 1 r� �"1NNNvm`INFA".m..�1F`N`.�.Aw 'NA Ani Ni 'I'm mi4v l INq . a""o Itl IN AwNwC= - DNI nuus nrw r�e(� PelwwlLWM111Fr [TARDW PLAN FM,POY Call2 Working Days eya Before You DIE 811 VWNv Underground Location Center (ID,MT,ND,OR,WA) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. •A VAN•A RIDGE FACE OPIUM ir xw �n L. R= Ia T EGPaF i L 140. i' PdnwaY _ P.e CEME URBAN GUOT TRAFFIC CURB AND GUTTER - FACFCi.RUANNHGEIIF CM Z - PMIAPFDEwAI% 0. bAu¢ 1.12 ly \ / COPS: FuNi V Y.p _ DEPRESSED CURB SECTION AT SIDEWALK. RWY �i ONENT A e _ V/.ryEf em F�AYG - wXNTTFN3VOR�°zR`rO CEMEWCONCRETE PEDESTRIAN CURB /.TEp AI n E.MDUlY110 FA[[°F AmRFMCM L T ` DEPRESSED CURB SECTION P1 Nia1MLDf.ENtW80KY Fm cow[ rnv amEnr.re FE E sD r..Ne er x —FK[C£A01vFx*EU�a bTEF aPFAIE DEPRESSED CURB DETAIL FACE OF Ci 11R .PN. r i z FINE L ' CEMENTCONCRETE TRAFFIC CURB GENERAL Ni a. 6rfriMPFuna matl qLt b[vO mpvvvW w[mav SAiaWp. z xw wee. a. Fn OyrowrllvWLr Mwv. rm Acwe. u.aeA wauauew,+wr I'L"BLi[WORM I CEMENT CONCRETE CURDS DEPARTMENT �N�.N[uDFiv xmm 1. WMneaM1 /WNL¢wbtSlM.muSupeM WVWWIm NFbI'M[AwaT9Sn Mw ulsM ��re hr NA. 1 0iau:t ebnMrt+ wMtln es® aFe [wNN..1e°qu�matr:� wWnesaNEO. •n 2 8eeetl.Pwlf@peWMLWb. S • �`� & o.new[w.aamLmlrweMFIN,eI,.i•mFPW[er �: - awal.Wr lq brNEelaL a, Mawr.,'' a me.drvuple..pFralrer.uvrwawrwWar 'Nr.,•,;ie"$" u.n°0�"iFPex[�iaab"sax. ulsR.rFF...awewa [wmrm .wmENr.K a NWur. T. FrONwWNalJaem Me AYarNNJCe (9eeNME1%.Tnee.�nbnAFR (eeeM pn 10'yYW Y arm r mwr M Ne LwN[PirN Nw� W b aP.. a an. almwmPbx4FeMbr P�2l wRBnun ]� WbAwlpiAeBaWLeIIm W MWnIFAJ0. Npeaw.yxTNF.rnNv. spas (PNOWAD4 q WEIeMI[,a[myTrye CNA1EWNxmymgNypw.,r rePDlereSN. to 9TIiEErBrAXMPN-[veon MUN[yeIb21RML1 TMNd.N� wRpNYot Danxn ssrarrD wwnSAnwww srNxuamsmEErsrAnmDs nxNEWAYBTANONN9. M1on MUN[pl(p3elpMq Ttle NOmbpwa RVwWe nurtnL mv-MDE vwNmr uveorAD.r nAxowm S¢1M <A{Po PM W nx, LOMMO MO NNE WAY NDuuTDD AYNVAVL•lmllaW � •x R DEPRESSED CURB DETAIL ATImeNIMLa1CPFYIIW OPVAYF.IMMY,e PUBLIC Ti CEMENT CONCRETE DIOVEINAY DVAWpNQT ENTRANCED. NOTES AND DETAILS D.R. STRONG O FINALVPUINS D p (� CONSULTING ENGINEERS E N\\J NwA•EEAs FUNNeas suaEEvoas &VIMA1,19di KIRI .. WARROM Q0 N0. 0121W..30W FAYA3P7ni IA REVISION is LANwsIw 1pNf c,cw ioNAw•. CEMENT CONCRETE SIDEWALK onIb�i.��[vn�.q.eme�Non[rr- `d!- ' on NOriynw[FNnrm. �e11M1°LOAN I Mrl"/ Ni- wr�w enLhF'""a. 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WIWI J x ar ( 1 pM wi IN xN_� s umut MUIPW ADWexNTwwwAxDAa.nn[NwAu EaxAc.. man ,"A,o,.a.em.�l,.Jeo[vxu.AwAcelrtrovrLLv[.uL J TnN KARNOEMfOaFRRSIW W M'p � �IN n'.•' F ,! rer.E.AN NAeEL EVDEDETWL j4y ✓ mmm.zuu A.[eawz y xN+E wrmlw AO vETPD PUBLIC WORKS — IDL IR , DEPARTMENT /Y bif �C �€ .zEL,Fe "ITa NOTION QN1 FAIRO LV BY ( DATE ( APPR AS NOTED CANNINN".N,'NAO 190B,1901 I AT rUU NONEF ACT ONE WE DATUM / SECTION O utnnmJ rr PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE -TYPES C1, C2, C3, and C-MA% NOTES I MCA a eu PFnewF.alw ee tv pN m NFP n aFro P.xaN'ANNNAN B•imn eaw•°nwi eF�aexeaFFxuNFm Nr. y,NTRTCB .L exc CNNN LINK FENCE TYF15 3 AND 4 STANDARD FLAN L211.1041e DRIVEWAY NOTE.• FOR PLANTER VNOTHS GREATER THAN 5—FEET, THE SIDEWALK SHALL NOT BE DEPRESSED AT THE DWYEWAY 00 W 00 00 (D Y/ U Ai N H L0 Q J N N R-392212 W 0 ds >r CITY OF AVANA RIDGE PUD NOT10.27.16 Z -iiAINRENTON ROAD DETAILS COAL Q QPlonning/BuIldmy/Public Works Dept, 10615 SE 172ND ST. RENTON, WA C12 C15008868 B15008865 B15008867 iz is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERIf(01 mair 04/11/2017 5 -------- EUSTNG PA VEM 2" FULL WIDTH) EX 10" WA GRIND AND OVERLAY SE 172ND STREET IS TA EX ROW. WON VARIES VARIES w � 3 1' FROM EDGE OF O V EX ASPHALT 2% 8" HMA) 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE 77ON 30+83.38 TO STATION SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE 3 O 3 K 6 WSDOT TYPE 4 O ¢ 4-FOOT CHAIN LINK FENCE O PER STD. PUN w L-20.10-010-03 SEE SHEET C11 W 00 FOR DETAILS EX 8" SS 3.0' R O ' V is Ac^' 8" HMA - -4" L£MENT CONCRETE 6" CRUSHED ROCK 845E OR `�SID£WALK PER LOR 4.5" ASPHALT TREATED BASE \ \ \ STD. PUN 102 COMPACTED SUBBASE Ifi" SD EXISTING SWALE TO CONCRETE CURB & GUTTER (TYP) - 2' BENCH 0 29 BE FILLED PER CON STD, PLAN 101 4.8' MAX. HEIGHT STONE TERRA WALL BENSON ROAD (STATON 25+43.70 TO STAT70N 26+85 HIS 3.0' RO.W. 3 DEDICA6 TION 3 EX. 60' R.OW WIDTH 3.0, EX. 100' R.OW. WON 0 R VARIES I 8' PARALLEL W O 3 W VARIES 10' LANE PARKING LANE W O APPROX. 22' EXISTING LANE it W Wp W w '¢ 6 lD WA K R 11.5' PLANTER B' SIDEWALK 8' PLANTER 3.0' j 6 1' FROM F M % R 2 EDGE OF , 6" MIN (TYP.) 0 5' 0.5" 0 2 EX. ASPHALT ; 159 6:1 MAX - 1;zi IO` - Z2 - XISTING P vEVENI E' 2" FULL WIDTH EX 10" WA GRIND AND OVERLAY 8" HMA CONCRETE CURB 4" CEMENT CONCRETE 4" CEMENT CONCRETE �\\ �1.\ )\kt�f�\\�""" a �3 & GUTTER (TYP) SIDEWALK PER CDR SIDEWALK PER CON 6 HMA 6" CRUSHED ROCK BASE OR PER CDR SM.. PUN 101 STD PLAN 102 4.5" ASPHALT TREATED BASE STD, PUN 10T CONCRETE CURB 4" AM OR 6" CRUSHED POCK \ &GUTTER (mJ COMPACTED SUBCRADE 16" SD COMPACTED SUBBASEJ / 18" SD PER CDR Stt1. PLAN 101 ADDITIONAL TREATMENT MAY BE EX B" SS _� REQUIRED DEPENDING ON SOIL SE 172ND STREET (STATON 31+25.03 TO STA77ON 34+17.90) !ems BENSON ROAD (STATION 22+50.04 TO STATION 23+04.98) HIS SO' ROW 3 AND STATON 24+25.14 TO STA77ON 25+45.99 3 EX 60' R.O.W MOTH DEDICATION 30' 6 o y EX. IOO' R.O.W WON K TRAWUED WAY WON VARIES VARIES t13' TO t22 l W 11.5" k O 3 VARIES 10' LANE 6" PARALLEL W 0PARKING LANEp 6 o APPROX 22' EXISTING LANE VARIES (1' FROM O o p W W EDGE OF j W d W 2 Uj EX. ASPHALT) B' PLANTER 6' SIDEWALK 05' MA 8' SIDEWALK B' PLANTER 30 j O Oi x Et 6" MIN. (TYP.) WSOOT TYPE 4 .1 MA% 4-FOOT CHAIN LINK ft- EENCE OS' 2R PER WSDOT STD. PUN 1_$$ x L-20.10-03; SEE SHEET Ct I _2% N £USTINv PAV MENi 2 3 FOR DETAILS - - \ 2" FULL WIDTH R 6 4' MAX. HEIGHT vv.v }) GRIND AND OVERLAY L" K B. HMA STONE TERRA WALL EX 10" WA J / "CEMENT CONCRETE 8' HMA 4" CEMENT CONCRETE 4"ATB OR 6" CRUSHED ROCK 6" CRUSHED ROCK BASE OR EX 8" SS SIDEWALK PER CDR SIDEWALK PER CDR CONCRETE CURB 4.5"ASPHALT TREATED BASE ^� CONCRETE CURB & GUTTER (T)P) STD. PLAN 102 & GUTTER (") COMPACTED SUBGRADE 12" SD PER CDR STD. PLAN 101 STD. PLAN 102 PER COR STD PLAN 101 COMPACTED SUBBASE ( \ ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL SE 172ND STREET (STATON 34+17.90 TO STAT70N 36+61.79) /c\ BENSON ROAD (STA77ON 23+04.98 TO STA77ON 24+25.14) NTS C8 EX 60'RO.W IWDIH 3 6 6 ¢ M EX 100' R.O.W. WIDTH 3 28' MIN. PAVEMENT MON VARIESZ� w0 O h 6 5' W W 314' LANE 214' LANE W2 o O 3 APPROX. 22' EXISTING LANE 2 O W u WZi¢ j 3' S' SIDEWALK WIDTH VARIES W 3.0' ? 3 O O B' SDEWALK B" PLANTER 6 W TYPE 4 R 4-FOOT CHAINN LINK FENCE \ �i 0.5' U �.W �9 PER WSDOi STD. PUN p 3 0 ftk ;I ' l' PAVE MCNT Ef[ TNG PAT' M1MT 22 L-20. )0-03; SEE SHEET C11 _ , y EXI Tlryt= PAVEMENT E FOR DEFAILS VAAME mm 4" CEMENT CONCRETE 6' MAX. HEIGHT 8" HMA SIDEWALK PER CDR STONE TERRA WALL \ 6" CRUSHED ROCK BASE OR STD. PLAN 102 CEMENT CONCRETE CONCRETE CURB J 6 LIMAEX 10" WA ( EX 8" SS 4.5"ASPHALT TREATED BASE CONCRETE CURB & GUTTER TYP) SIDEWALK DEWALK PER COR & GUTTER COMPACTED SUBBASE PER COR STD. PUN I01 STD PLAN /02 PER COR STD. OTDR)TO, P 4"ATB OR 6" CRUSHED ROCK PLAN 101 COMPACTED SUBCRAOE ( ADDITIONAL TREATMENT MAY BE _� REQUIRED DEPENDING ON SOIL SE 172ND STREET (STATON 37+79.81 TO STAT70N 39+56.44) !off BENSON ROAD (STA77ON 21+35.07 TO STAT70N 22+50.04) NTs NN091 Cell 2 Working Days Before You Dip 811 VEilies Underground Location Center (ID,MT,ND,ORWA) D.R. STRONG 3 FlW PUNS D p (� CONSULTING ENGINEERS N\\J ENdPLANNERS 3//RVEYOR9 NIFm BMIl14AVENW KIR .. WAd90.99 N0. 0421W..30B4 F42B621.2428 REVISION BY I DATE I APPR AS NOTED we"r"..,',w :undo, DAIUYF No ONE NOR vsnNaAVEMENT 00 00 00 O U N N 0) R-392213 W 0 in ds , CITY OF AVANA RIDGE PUD W 10.27.16 Z -6 R E N TO N ROAD CROSS SECTIONS � Q Piom9ng/Building/Public Works Dept, 10615 SE 172ND ST. RENTON, WA C13 Q C15008868 B15008865 B15008867 i3 26 DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O mair 04/11 /2017 :. N N rq 0 I 0 Ld 4" CEMENT SIDEWALK PLIt CUR STD PLAN 102 Cetl 2 Working Days Before You Dig 811 VMliea Underground Location Center (ID,MT,ND,OR,WA) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RIDGE BENSON DRIVE (STATION 11+88.74 TO STATION 14+35.35) !J' NTS III 55'PLANTER 55'SIDEWALK �` 4' "MA - `-a 4" CEMENT CONCRETE 4" CR OR SIDEWALK PER CDR B" CRUSHED ROCK STD PLAN 102 COMPACTED SUBGRAD£ CRETE CURB & GUTTER (TYP) PER CDR STD PLAN 101 ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL NORTH —SOUTH PRIVATE DRIVEWAY (STATION 50+32.50 TO STATION 51+45.00)� ,.� D.R. STRONG 3 Fi PLANS D p (ram CONSULTING ENGINEERS N\\J ao1NEERs FUNNeas suaM�voas BM 7TRlAVENII lofbtl .. WA Lb0.M Q0 N0. OAZIEWI.30A4 FAIME272429 mNES � ...... a�� M(NOT UNE a ..°m�KNIE-) T°IO-WAY LER NPN UNE j .'�;V 10I3y jam ^` - UNIT EL FEE III ENNUFFEN, Mims NET NUNI Ed EVENTED IN 9m ELL I.E. NwIll A II FULL 2e aFEE, FE CLEFUNNEV I FUT FEEL IN is NET IF UNNEENUFFELEFUL INET FEE UNFUNIEN EI I FUNFEENE -I UFFEN LEE" �..EVEL 5. I FIT Ill Iii-iUK gild.IN IN IN 111 IN IN t ern-^ , AMOCO EVEN, } - 'EQE.U.W!E 11. GI Oc ROAD UW TURN pARgNE$ wrtawmtl s ISLAND VVMOSSHA6R10 II d `LdAE urns n.maem`anm R.UIRI OM MU0551NC MARKING ADOPTED �.wmP o°.aw.r@®.oe va.uaeoe CROSSHATCHING NO TEN ISLAND CROSSHATCHING TO BE MODIFIED TO 5-FOOT SPACING OF STRIPING 00 00 00 0 0 U N N R-392214 w i N 7 W Cr) 0 12.09.16 YlP 101LI MV .vTTr.. 03.03.17 RP 03.22.n MH a s3s ins NohD "°�°"'"`'"°^ is AVANA RIDGE PUD 10.27.16 Z CITY OF RP awae.n MN " `" nr -L R E N TO N ROAD CROSS SECTIONS AND CHANNELIZATION DETAILS ,�`"� Q oww' CEN vw W >w. aLOU �� °�N� Pionning/Buliaa9/Public Works Dept. 10615 SE 172ND ST, RENTON, WA C14F No ONE I Q REVISION BY DATE APPR iiW =C,.r..a. C15008868 B15008865 B15008867 14 26 DRS PROJECT NO. 15088 LET I ENE mm - �,.,A._.ab It FEE TEFULIETTLAN T, LET LET IN ILEENENTUFFELET Roo a . E, °e EAR CNIUKET �a"Aa RVFEE I UZI OUT, Ell FEE I wIll 4.F�.N.l /t EL —FELEFUNE IF LET LEI 'OUT I NOTFU IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERIfill mair 04/11 /2017 \ I Sr 1r TYPE 1 (PUBLIC) AIM J134 n.rY a RNJWT I4 TIP 2- \E WT J80J1 (S) STA. Jr+26.90, I6.41' R RIM OM 18-IE IN 3 \ IB• 35J00 (Fa I8'IE W),iJ5200 (Sf \ STORM DRAIN CONNWZF RUNOFF FROM UPSIREAM IR/BUTARY REA TO EXcH STORM DRAIN BYPASSING PROIEMENIS IF STORM %k 6' ASPHALT SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W,M, AVANA RIDGE h RNA. 5gf 91. i1.fYF j I 12• E IN 37788 (NE) 15 IlP£ 2-48' PU LC IP' E WF 377E 68 (5) • 2 STUD LOCKNG uD COIF 510E PUN T C 2 F I I �LI I STA 3J+5I.91, 78J' L f01.2; SEE SHEET Ci2 FOR Q RN 3]&17 $TA 50+1].I], f9.82' L C8 f 1YPB LV PUBUO DETAILS Ex 12• E M J7157 (Fff) SOLID LOCKING u0 �Y 12• E M' J69.5] (E) STA. JS+BJ84, 1&1J' L 2-REMOVABLE BIXLAROS tOI8' E OUT 369.0] (1/) 11 E Wi 379.08 (SW) RN4 J91.10 JS PHI/i. AT ENTRANCE OF 6 12- E IN J 06 WDIN MNNENANCE CWLY _ 12' If W - - K- ----'�L--*-g ANACCESS,12 OVSEE �SHEET Cl,TAILS _ _ _ -... _ _ _ �Ti J8806 (N) - - TI I 8II IN �No AND SE 172ND STREET I I PIMr "lF_ _ 0kMAr TOO sJ+00 32x _ _�14 __-T - -- /_ _-__ - 5i0R-- gOoT L T ---- -7; - 8' PLANEF�� - B' \ 12' E IN JS&95 (NE) CB IZ 60' STOW&FE?LTE,4 tPRIVAff SOLID LOCKING LO STA 12+44.71. W..J8' L RIM 35lk14 \ 18• E IN J49.44 (SE) 18' E OUT 347.64 (SO XOO E N M9 07 E WT 359.0 18• E N Je7.1.5 (N) 5/A. l2+a44e1, W lee E IN was (NE) 180 IE OUT J49.50 18• E OUT NZ,15 (SE) \ / 18• E IN J47. 10 (NO Ir E IN 341E 10 (SE) 18' IE WT 346.90 (0 EX/SWG CB MAY BE SUBJECT W R£RLALx1V£NT BASm ON FELD rnN MW LEGEND. (D 15' PUBLIC STORM DRAINAGE EASEMENT PIPE SCHEDULE PIPE N0. LENGTH (LF) DIAMETER (IN) TYPE SLOPE (X) OWNERSHIP PI 8 12 LCPE 20 CULT PRIVATE P2 28 12 LCPE 252X PRIVATE P3 101 12 LCPE 5.50X PRIVATE P4 59 12 LCPE 3.57X PRIVATE P5 107 12 LCPE 4.89X PRIVATE P6 32 12 LCPE 795X PRIVATE P7 60 12 LCPE 5999 PRIVATE P8 93 12 LCPE 722X PRIVATE P9 116 12 LCPE 4.519E PRIVATE KID 6 12 LCPE 200X PRIVATE Pit 63 12 LCPE 202X PRIVATE P12 6 18 LCPE 1,009 PRIVATE P13 93 18 LOPE 5.97X PUBLIC P14 227 18 LCPE 707X PUBLIC P15 212 12 LCPE 8.72X PUBLIC P16 28 12 LCPE 1,59X PUBLIC P17 67 12 LCPE 2.689 PUBLIC P17A 83 18 LOPE 1,5831 PUBLIC PIS 124 18 LCPE 4.95X PUBLIC P19 86 18 LCPE 1,00% PUBLIC P20 16 18 LCPE i. 02X PUBLIC P21 (EX) 25 12 LCPE 758X PUBLIC P101 33 12 LCPE 1.99X PRIVATE PIGS 48 12 LCPE 2.02X PRIVATE P112 19 18 LCPE 1,OOX PRIVATE P113 44 18 LCPE 079X PUBLIC P203 96 /2 LCPE 5]4X PRIVATE P303 44 l2 LCPE 3.15X PRIVATE B" 90EWALK� J 0 "IvI / T 0/MENSIONS SNEET C2J FOR PR/VATE . WOON VAULT DIFWLS x STA. 40+J208, 025' i RIM 36&54 12' IE OUT M5.54 (E) CS 1. TYPE 2-48' /PRIVATE) SOLID LING LD STA. 40+84.M, AJi' R RIM 36&95 12• E N 384.89 (5) 12- IE N M4.89(0 12' IE WT 36056 (SO NOTES" MUL"Nov-2 STA. 51+45.OD, 11. 17' R -" RIM 375. 16 EAST BUJ IT IF IN 372.16 (N) 12' IE OUT JM. 16 (5) - "SCF IN O 2DOi WN N*5 SI A2ING z SOLD LOCK/NG LID STA. 35+86.03, O.TD' R aso RIM J9200 12•I£IN3 W(E) 12• IE CUT 38150 (NO STA 44+42.34 29.17' R , RN 3B&B8 12• E N 38586 (E) STA. IS+JSJB, 29.17'R 12' 1£ OLIT M5.88 (NW) NM 39559 12' E N 39259 (E) I2• E WT 392.59 (0 STREAM DRAINAGE �� NW OFOF W ilA 6" PA1H ROW ARROW (T)PE) J]A88 \ \ RIM WTFAL lE N 371.18 (£) �'p 6' OL£RFl.OW CONNECRON ; F: A PR01ECilON PER �.� jr N JII.IB (N) slsi \ FOR OFYWELL CO \ DETAIL SHEET C22 1, ALL TRENCH RESTORATION SHALL BE PER THE CURRENT AIL. OF 12' E WT J71.18 (W) �. - (CONNECT TO W J) . \ \\ 01 RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. \ B" SID£WA 2. PER WORTS, 1. T J REQTRENCHES (ROAD FOR PATCHING, OVERLAY, OVSOUTSIDE LA OF \ 0 ,{ o WOM$ 1. MENTHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF ME \a�, ^Q,L ® \ ��e' PLANTER THETRENCHING IS WTWN 7HREE ENTIRE ADJACENT TRAVELED LANE LA EOAFFECTED MLLF ANY E BE R£PA✓ED. NT LANE LINE, \ - \ �\ O'Q/ \\ 6' PAIN 3. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWSE NOTED. O 50 LF D/SP£F.£1L 1RENCN - 4. SEE VAULT DETAILS ON SHEET C23. RN J8504 5. STORM DRAINAGE PROFILES ON SHEETS CS,, C17 CIS, C19, C20 \ CONNECT OPM SPACE AND C21. " PATH YARD DRAINS TO CB it 6. ALL OFFSETS ARE TO CENTER OF STRUCTURE. 7 BACKFILL OVER PIPES AND UTILITIES IN RIGHT-OF-WAY SHALL BE \ \ \ e ,_ \ A 5/a- MINUS CRUSHED ROCK \ \ \ v Pmr/m 8. PUBLICSTORMFILTER AND WAGE EASEMENT VAULT ARE A MINIMUM 5 FROM 15' \ \ \ qry PUBLIC STORM D DETENTION EASEMENT _ EX. 5' CATCH BASIN NOTES: '� ��50f " ' 1. TIRE DURING CONSTRUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROF THE \ TYPE i CB AND MISALIGNMENT WTH THE CURB, THE CITY WILL REQUIREE REMOVAL AND \ / REPLACEMENT OF TYPE 1 CB W]H LARGER STRUCTURE AND ADEQUATE KNOCKOUT. �0 E N 359.00 (NE) 120 E /N J6560 (E) \ 12' jr WT 36560 (N) (CONNECT TO CB I) 12' E /N J]&52 (E) 12' E OUT J7&52 (W) CB 6 TYPE 1 NVAE) STA. 43+7534, r9.50" R RN 3 12E IN N (SE) '- 12- E OUTT 361E JB1.0] (NJ \ s I PR/VA Oo 57A 42+29.44 21.17 R \ _ dnM J]&JO CB TYPE 1-48' PNVAIE _ _ - - 12• E N 3]J30 (E) SIA. 41+]021, 31.41" R - - 12' IE WT 37130 (0 39+00 7� Z -1� 5" SXWALKJ I ea Cm SM. _102 (TYPE) DO 20. TIRE 2-480 (PUBLIC) SOLD LOCK/NG LID STA. 26+4 ..35, 41.14' L RIM 40&85 18• E WT J98.85 (SO EX. 18• E IN imw (NE) STA.V26+251y Al 16' L .AFT 1 .2' SEE. / EX. 12• E N JM93 (NO SNEE C206 TAILS 18" E /N J88.69 (NE) /70 oo N tH ]& TYPE 2-48' /PUL / • 2 hSOLO LOCKNG LID / siA 25+275a 42Dr L 40A41 P9 / IB' E N 397,8J (AE) I8' E WT 39783 (SO / \ STA 00 8&B& 21.17' RIM 21.fY L WT N�12/' E WT J91.82 (W) V \ xpa / I / 0 M 17A TYPE 2-48' PUBLIC REPLACE EX. TYPE I CB 0� STA 23+99.91, 1&W' L W, / EX 122-TEN J9220 (SE) E N J91.70 (NE) 18' E WT 39I.70 (SO 2. TYPE 1 CATCH BASINS PER COR STD PLAN 200.0 (SEE SHEET C22 FOR DETAILS). 0x STA 25+2187 4Z74' L J TYPE 2 CATCH BASINS PER COR STD PLAN 201E 00 (SEE SHEET C22 FOR DETAILS). \ / 180 E WT J90J9 (NE) ROAD WORK SCHEDULE \ OWETa& MIEECTT1Qcs2m ID STA. 30+8338 BEGIN FULL M07H STREET GRIND AND OVERLAY / / 02 STA. 31+25.03 BEGIN CURB, GUTTER, PLANTER AND SIDEWALK ON SOUTH SIDE OF SE 1 Q MND STREET FROM CL STA. 36+TOTS END FULL STREEEE T GRIND AND OVERLAY CURB, GUTTER AND SIDEWALK 1.30' FROM CL / LD STA. 3]+]9.81 BEGIN SA CURB, C TTER FROM ICL D BEGIN SORB, GOITER AND SIDEWALK 352" FROM CL; MATCH EX V 05 STA. 23+74.50 END CURB, GUTTER AND SAWCUT 19' FROM Cl. / IMPERVIOUS AREA NO7ES` \ 90 0 i. MAXIMUM IMPERNOUS SURFACE AREA ALLOWED IN SITE BY LAND USE IS 123.620 SF \ 2 IMPERwOUS SURFACE AREA IN SIT PROVIDED BY PROJECT IS 69,089 SF _ FLOW CONTROL BMP NOTES' \\ *CUBIC FEET OF GRAVEL REWIRED PER TOOD SF OF IMP£RNWS TRIBUTARY AREA. Cell 2 Working Days Before You Dig + D.R. STRONG 811�, FEE CONSULTING ENGINEERS ENOINEER9 PLANNERS SURVEYORS VEiliae Underground Location CenterGl� ^ (ID,MT,PD,OR,WA) •r•l i 0:2071WAVENLE KIaaAMO.WAW%tla l 012iW..80&4 F42&a272429 NO, Ia1:rS�]�I:F9 REVISION I. LIMITED INFILTRATION DRYWELL &MPS WILL BE UTILIZED FOR THE ROOF RUNOFF FOR BOTH BUILDINGS. 2 A 50-FOOT DISPERSAL TRENCH BMP WILL BE U➢LIZED FOR THE OPEN SPACE (APPROXIMATELY 4,685 SF OF IMPERVIOUS AREA WTHIN THE OPEN SPACE AREA) 3. FLOW CONTROL LIMPS SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY NE Siff OW4ER. BY I DATE I APPR AS NOTED w °0^°°, ds CITY OF RENTON DATUM F NOTOamNu. Planning/Building/Public Works Dept, 1EI 6. H GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. 00 00 00 O O Ln U N Its A. IH Lo Q J N R-392215 LEI 0 0 AVANA RIDGE PUD EKE10.27.16 Z ROAD AND STORM DRAINAGE PLAN � Q �Na NO 10615 SE 172ND ST. RENTON, WA C15 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 DEVELOPMENT ENGINEERING mair 04/11/2017 A SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. N A VA NA RIDGE LLJ I O I v • a-� - -����) _ CB ]0J TYPE 1 PfiVA1E T STA. 5 TYPE 1 PRIVAE 6 0-o I RIM J]SIB N.IYR ' T STA.nfl.3 ILA'R WALL �Ahtl CGVNCT TO RIM E IN JI 1T' E W JM.18 (N) � � I CB 6 �. b� ♦ Y I 11' if /N Jl&52 (E) 11' IE BUT 31216 (S) L - 12' I£ BUT 37&52 (6) / LLI � � � � Di 43+00 /_ 33 LF 12' LOPE (PI0/) 4t+00 40+00ax Ofr Is / PET TA. SIZING PER TABLE W / Q s l Uri LPE (P5) 1 C ♦ BASIS OF BEARINGS z / 107 LF \ \ - N46'39'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS, 1865 AND Q / / \ I\ 1863 NA083/91. Q RT.v i40+3i D.0i'R / Is '` � °p VERTICAL DATUM ° 10 LF 12' LOPE (P3) ,?• J2 LF 12• Lt (PB) `\ _ NAVD SS PER CITY OF RENTON VERTICAL CONTROL 12' lE OUT J .54 (E) 0 - - - J 6 J > CD!'r ° 'lr- cP£(Pp - - STA. alPE 1950'R / '� 1�' HORIZONTAL DATUM SOLD LOd(/NG LID STA. 42+28 2ZW R RW 3 J7 W HAD 1963191 PER CITY OF RENTON MONUMENTS \ STA 40+59 8.82'R CB TYPE 2-48' MYAIE _ _ STA. 40+64 431' R RIM J]6.J0 11' E W JB1.07 (SE) W 1T' E W 359.00 (NE) A 4I+]0 31,41 • F RIM 36&95 RW - __ 12• TE /N B371MUT (E) 12.1E OUT MI.07 (1/) / / BENCHMARK.• I PRIVAM 12' E IN J64.89 (5) 12' E IN J71.18 (E) - 12" lE OUT 3]J30 (W) \ STA 40+69 J21T R 12' IF O J6489 (W) 12' E W J71. 16 (N) \ CITY OF RENTON BENCHMARK NO 19T5 21 JB&60 12' E OUT 36a56 (SIW� /2' E WT J71.18 (IY) - _ _ �59 LF 11• LOPE P4 BRASS PIN IN CONCRETE MONUMENT SET IN 2 1/2' DIAMETER PIPE E IN 355.60 (E) 6' E /N 36&J9 (NE) 6 E TN JT.6B (NE) ( ) / BEHIND CURB ON WEST SIDE OF B£NSON DRIVE SOUTH, DOWN 0.4' IN MONUMENT CONNECT D2 Di?)sELL CASE ELEVATION = 380.86 FEET. I E BUT J6560 (N) ONF 011( CIWI DI ORYNELL 0w 01lr CATCH BASIN NOTE a LF 12' LCPE (P2) - - / 1 ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED N.P. E EV - H.P. $1 = 41 +14.57 PilS 1V 47 PPillEV 37&24.5J78.19 AG 16 IOc- 390 00• vC .T90 n „ LP. = 3 ].18 P. Slit = =b 42417164 PN STA = 42+7J64 4N f _ Hu PN ELEV=J]].J8 4a00'6 VG J� b ) b LF 12' LCPE O .TBD % (P5) yFyFyFmtl bd f07 12, LCPE ® 4.89J80 ENS/W0 MAX t^ - LOOT I� J� S� FlMSIED (9iADE / ♦ 157X (P4) CB 5 ]YPE I /PR/VAIE)I B TYPE 1 PRIVATE __ .i]S STA 43+35'OS fLIT R STA 43+75.J4 19.50' R 11-1 44W U R81 J81.52 I RW 384I] 7.24% 12' E W JY&52 (E) 11' E W J81.07 (BE) J20 $ 2.00%. 1.00% 101 LF 12• LCPE ® 5.5 a (p3) - _ 12' E WT .78af (W) 12' E WT 1i81.07 (W) 1 X 1 i . 1 MIVA V �1 y I STA f2+29.45 27.Ir R I\ 12' IE 3 __ MM JTN J7JJ0 (E) mm lE,i 'BUT J]JJO STA. 41+70.21 31.41' R RIM J74.96 12' IE IN J1f. 18 (E) Y STA. 40+32I7 R 12• IF IN 371. 16 (N) 12IE OUT 371. 18 (W) 3S0 RIM JB&60 • - - 3B0 12' E /N JSS50 (E) 4B LF 12" LORE O 201% (PIOJ) 11' E BUT J65.60 (N) STA. 40+3205 a2.T R 28 LF 12" LCRE ♦ 252% (P2 W 103, TYPE 1 PR V RIM J6&54 STA. 41+&f f0 14A0' L 12- E WT J6a54 0 RIM 37516 WS 12- IFIN 372.16 (N) J55 Xi LF 12' LCPE O 1 99% (PI01) 12- E BUT 37216 (S) BAD LOG G LID STA. 40+6444 4J1' R RIM 36&95 12' E W JBA89 (S) 120 E IN J6A89 (W) J50 12' E BUT J6aW (SW) 3sO 8 LF 12' LCPE ♦ 2000% (P1 AU T STA 4&72 a.az• JT-E INJ59.W(NE) PARKING LOT •! •! �p p� N C '.' M1i '.� � M i, M i, M h "/ h „� h M h "� h "� h h h � h '.� h "' h "' h h � � "' � M i'i '•' "'i 3 40+W 4WM I • Cell 2 Working Days Before You Dig 811 Vilifies Underground Location Center i I (ID,MT,PD,ORWA) 40+80 41+20 41+60 D.R. STRONG J R"' . INS CONSULTING ENGINEERS N\\J EI401NEEa6 FUNNeas suavEvoaa 6MTMAVFArW KIRlON40, WA(tl0.03 N0. OlM..82T.86&4 FAr%&?724T8 REVISION 42+40 42+W BY I DATE I APPR A m Ar+60 44+00 As NmEo ""°'°v ds CITY OF RENTON V z.a.cctxm.u. Planning/Building/Public Works Dept, 2 IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF THE TYPE I DR AND MISALIGNMENT WITH THE CURB, THE CITY MLL REWIRE REMOVAL AND REPLACEMENT OF TYPE I OR WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. WALL NOTE.• WALLS GREATER THAN 4-FEET IN HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT UTILITY CROSSING NOTE.• (RR) SEE SHEET C25 FOR UTILITY CROSSING TABLE 00 00 00 O O U L Q J N6 ORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL N 0 2.5 5 10 N VERRTICALTICAL . R- 3 9 2 216 zuz V I- IN COMPLIANCE WITH CITY OF RENTON STANDARDS U Li.l 7 SURFACE WATER UTILITY FMIELOPMENT ENGINEERING rstraka 04/07/2017 d0air 04/11/2017 of Ld ftf AVANA RIDGE PUD 10.27.16 Z "° EAST/WEST DRIVEWAY '°°" Q ROAD AND STORM PROFILE > 10615 SE 172ND ST, RENTON, WA C16 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 l Cetl 2 Working Days Before You Dip 811 Vilifies Underground Location Center (D,MT,ND,OR,WA) h , i i W Zz VI �"% . / \ SW 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. A VA NA RIDGE 12• IE IN J85.88 (E) 12• lE MF J W(NW) 45+00 GB A TYPE 1 OFNYVATE 120 IE RIN 19559 29.1 ]'.. R II 12• ¢ IN J8258 (E) 12. 1E WT J92.59 (I/) 9LF 1$• LCPEi (PB) � -------------r1B-LF 120 / 00 00 00 0 / o WALL AW CS is / / / / 46+00 IuLnc� ) — 2 (w) / r' rn CO o < / 0 J BASIS OF BEARINGS.• N46'39'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1866 AND 1863, NAD83/97. VER77CAL DATUM NAVD BB PER COY OF RENTON VERTICAL CONTROL HORIZONTAL DA7UM NAG 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK.• CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2• DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 04' IN MONUMENT CASE ELEVATION = 38086 FEET CATCH BASIN NOTE. I. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED, 2 IF DURING CONS)RUCTIW, IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF THE TYPE I CB AND MISALIGNMENT WIW THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I C8 Ifl TH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. WALL NOTE: WALLS GREATER THAN 4—FEET IN HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT. U77LITY CROSSING NOTE.* (YD SEE SHEET C25 FOR UPLITY CROSSING TABLE 6 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 11NCH=5FT. VERTICAL R-392217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 DEVELOPMENT ENGINEERING mair 04/11/2017 ' N N 0) rM U Ld O Of 0- LL I 0 in 1 Cm COMMENTS DATED 12.09AII YLP 10121.171 MW . „,� AVANA RIDGE PUD �IL to.2zt6 Z 2 CITY COMMENTS DAZED 03.03.17 Y P OJ.22.17 MW a SJS AS NOTED � 4X°`" "41°"I�°°' JL T� CITY 0 D.R. STRONG 3 FlN PUNS yF a4ae.n MA `" nP EASTIWEST DRIVEWAY No ONE W4H FEE CONSULTINGENGINEERS ""CEN � Nei a>vuRENTON ROAD AND STORM PROFILE W>j �sm U Plonning/Building/Public Works Dept, 10615 SE 172ND ST, RENTON, WA C17 Q e�' o.vAVIRIke 81P4'2saziiA No. AsAM REVISION BY DATE APPR ii�r C15008868 B15008865 B15008867 17 26 DRS PROJECT NO. 15088 00 N N 0) M I O I 0 w l A i rc Cell 2 Working Days Before You Dig 811 Vilifies Underground Location Center (ID,MT,PD,OR,WA) SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RIDGE STA. 50+1Z17 19.92' L RIL1 m.m 12• N• WT 379.G8 (Sel i STA 50+4&91 I1.17' R RIM 3M..51 In•: 12' k IN J7168 (NE) 12' lE WT 3T/.68 (S) J 86 LF 12' LCPE (P2&T) m I TIP£ 1 RRIVATE STA. SIX&AI0.1r R RIM J7& 16.' 12' lE IW37216 (N) 120 X'WT 37zr6 (S) a I I , r Q fB TYPE 1 R/VA1E STA. 51+68.17 64.88' L ¢ RIM 37&30 ., 12' lE M 37530 (E) 12' IF WT 371J0 (W) N a STA. 41+70.21 X.41' R --"i-°' RIM 374.0 12' IF IN J71.18 (E) 12' IE /N 371.18 (N) 120lE WT 371.18M (P,p3, 52IQD\ 52+50 L I 395 - Q 385 8e LP. ELEV = I.P. STA =1*47 1+27. 7� I BIMSNED GRADE PM STA = 5+27.00 p PN ELW=J7&99 ]BS AD. = 6<G' 395 K = 6 6 X EVSTlNO GRADE 40.00' M i 8a i -Zoox 48f -284F 1.501 Ki n 'J60 m Tun WC NNG ss CP 12"L�®SJ4fi (per) -LSO.T -20px I.34[ 575 375 4B LF 12' LCPE 0 e zam (PIG.) RI STA. 50.51 n.rrR M J 12' E IAN N (N£) O J70 12- E WTT = JT/.68 (5) 44 lF 12' LCPE O 11M (P303) 4 TYPE 1 PRIYAI STA. 51+ 2 584' L STA 51+4500 11.17' R STA 51+B6.17 64.88' L RM J74.86 FNI JIWeI &92' L 515 RIM 376.30 12' IE IN JT1.18 (£) 12' E /N J72.16 (A) 12' IE IN 373. 30 (E) 12' IE 84 371.18 (N) STA SO+f7.fT 1 12' IE WT Jn..W (S69 12' E OOT Jn..16 (S)i 12' IE OUT 373.30 (W) 12' & WT JT. 18 (49 385 101 LF 12' LCPE O &54I (PJ) 58 LF 12' LLPE O 157; (P4) I W z TYPE 1 STA 51+91.17 91W' R RLM WIL60 DRI V WAY 12' IF IN J6560 (E) 1p y q 12• Wr Je&62 M O •.f M N O h b < p c, �e N y q� h{ � n6 IS b ^ 90M0 ^I 50+40 ^f 50+80 n 51+20 M+80 meek) 52+40 52+80 D.R. STRONG 3 FlN4LVPLANS D p ((� CONSULTING ENGINEERS N\\J ENOINEER9 Q0 PLWNER9 6URVEYOR3 B10IMAVENI30 KIRgANO, WA (tl0.99 N0. 062S.B27.80&4 F4268272159 Noocl 03.03.1] riP 03.22.1] MV a SJS AS NOTED rw �oul�ue� is CITY OF YlP 04.06.17 MV c� "4 RENTON I CON NE MON DATUM ""mom F No ONE NOR Planning/Building/Public Works Dept, REVISION BY DATE I APPR 1isJ �`�N"' 00 00 BASIS OF BEARINGS 00 O N4639'IO"E BETWEEN CITY OF PENTON HORIZONTAL CONTROL POINTS NOS 1666 AND 1863. NAOB3/9Y O VER77CAL DATUM LO NAW 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DATUM NAD 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK: CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2' DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN a4'IN MONUMENT CASE ELEVATION = 380.86 FEEL CATCH BASIN NO77 - 1. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWSE NOTED. 2. IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REOVIRE 0) REMOVAL AND REPLACEMENT OF TYPE 1 CB WIM LARGER STRUCTURE AND 00 ADEQUATE KNOCKOUT O WALL NO7E.- O O WALLS GREATER MAN 4-FEET IN HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT. I U77LITY CROSSING NOTE' LO Q 0 SEE SHEET C25 FOR UTILITY CROSSING TABLE Fd 4 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL N 0 2.5 5 10 N u11NC� R VERTICAL -392218 Ld AVANA RIDGE PUD 10.27•16 Z NORTHISOUTH DRIVEWAY °°K Q ROAD AND STORM PROFILE 10615 SE 172ND ST, RENTON, WA C18 Q C15008868 B15008865 B15008867 ie is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rStraka 041071 17 DEVELOPMENT ENGINEERING rnair 04/11/2017 wx LL1 CD 0 ry Q z Q Q a SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE � I I - X CB, TYPE 1TA. Ji+7fA8 17.ir R STA JJ+51.9CBSOLD LOCKINTA. 33+66. 11 28.32 L IM J]653 IIlMRAI J76.17" lE OUT 374 45 (SAY)DO 14, - ___ 12" l£ OUT JB0.31 (S) EX /2" E M Jn STA. J1+26.90 16.41'R ' 3Txp ---- _ 12• E IN "RaI. J6OJ2 ) - 15 E OUi J(E) L IB• E WT JSJ00 (S)--_-_ \-25LF12'CONC(P21------+- ---- �.- pn-LF12aLBPE.(P15)-------------- --2974fa- ----------------------__3+0 TT STA. 11 __ _ _ - =-_ r 3B205 12- z• E OUT 379.oe [sW9 _-ter SE 1721VD STREET W 1 K \ IS, PUBLIC n S70W 9 STA J2f02. ' R ?/M mix ° NW , 4 1 s ■ DRAINAGE 11' E /N J59.07 (N) e _ - �-- EASEMENT 120 E OUT J 07jr E10SnNO CRADE OWN '^ O/TCH ALONG NORM WE Or ROAD &390 EXISTING GRADE bi 5:8k 36.5 NN i LCPE 212 / F i o - O STA J4+37.W 1712MR RWJWT 12• E WJ Jn.OB (SW) � O . 1 . V �W w EX CB, TYPE I KIM LF STA_ 33+66J1 2532' L (/� _ms _:---- pT071((pj6) CDID - 12-IEO53 SOLID LOCKING fW I2" IE 0UI 3]4.46 (Sw) 44 7 18" LCPE STA. 3J+51.91 ]B3' L 1 ' 22 RIM N 3 y -- 12" ifE IN 7257 (NE) I\ 300I2• IE IN Jft57 (E) 25 IF 12" CONC 0 75811 (P21) 3110 18" lE OUT 3169.07 (W) 1 SJA 32+02.M MOB' R JIM RIM JBJ70 im O 12• E M 359.07 (N) 12• E WT J59.07 (SW) STA. J1+71.15 I7.1 r R RN W134 63 LF 120 LCPE O 2021(PI1) 12• E WT va0. (S) 3JNI - • STA. 31+26.90 16.41' R RlM MOM 18- E IN JSJ.00 (E) I6• IE WT 3 00 (s) E 172ND STREETp y, ryry N m a - o N N M ri N e m 1� 6 ti N M M ro a p ti ry h e 3/+00 Cell 2 Working Days Before You Dig 811 VEilies Underground Location Center (ID,MT,ND,ORWA) 31+20 31+60 32+00 J2+40 J2+w D.R. STRONG 3 RNAi- PO1NS J D C] ((� CONSULTING ENGINEERS N\\J EhMNEERB NaANNeas Sifilloas 6MIMAVENM KIRq .WA(tl0.99 NO, REVISION Q0 0421W..3064 F4268272428 33+20 Wello BY I DATE I APPR 34+00 J4+40 3lNew 35+00 As NOho 190, ds CITY OF RENTON V F No ONE Nu. Planning/Building/Public Works Dept, NOR WAS BASIS OF BEARINGS. • 00 N4639'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1666 AND (0 1863 NADSJ/91, 00 WR77CAL DATUM 000 HAW BB PER CITY OF RENTON VERDCAL CONTROL (D HORIZONTAL DA7UM (D HAD 198JI91 PER CITY OF RENTON MONUMENTS BENCHMARK: U CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-1/2" DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4' IN MONUMENT CASE ELEVATION = 350.66 FEET. CATCH BASIN NOTE.• 1. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED. 2. IF DURING CONSTRUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA DON OF THE TYPE I CB AND MISALIGNMENT WIN THE CURB, ME CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TYPE I CB WIN LARGER STRUCTURE AND ADEQUATE KNOCKOUT WALL N07E.• rn WALLS GREATER THAN 4-FEET IN HEIGHT (INCLUDING ROOTING HEIGHT) REQUIRES A 00 SEPARATE BUILDING PERMIT O U77LITY CROSSING NOTE. 0O SEE SHEET C25 FOR UDLITY CROSSING TABLE u Q J 6. GRAPHIC SCALE 0 10 20 40 1 INCH = 20 Fr. HORIZONTAL D 2.5 5 10 1 INCH = 5 FT. VERTICAL N N 0) R-392219 Ld Cr) AVANA RIDGE PUD 10.27.16 Z SE 172ND STREET , " Q ROAD AND STORM PROFILE 10615 SE 172ND ST, RENTON, WA C19 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 `R DEVELOPMENT ENGINEERING O rnair 04/11/2017 _l SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. o BASIS OF BEARINGS: N N A VA NA RIDGE N46'3990'E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS. 1866 AND 1863. NADB3/91, N VER77CAL DATUM NAVD 68 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DATUM O --- NAD I98PER CITY OF RENTON MONUMENTS BENCHMARK. I I - - STA. 3)+19.81, J.52" L I CITY F T BENCHMARK N. 1915 C 0 RENTON BE C 0 BRASS PIN IN CONCRETE MONUMENT SET IN 2-712 W _ STA- 36t70 J], 230' (i; CONNECT PO EXISONG CURB, DIAMETER PIPE SOLID LCLX/NG LID I NNECT i0 EXISTING CU CON GUTTER, AND SIDEWALK BEHIND CURB ON WEST SIDE OF BENSON DRI E SOUTH. r� STA. 35 86.OJ 0.J0' R GUTTER, AND SIDEWALK 40+ 306 DOWN 04' IN MONUMENT CASE ELEVATION = 380.86 1 _ RIM 39200 I2•IE /N JBfl50 (E) \ — ---------- ---- --- _+00 -- �-- -- - _` 40+00 - . CATCH BASIN NOTE.• V \ \ \ 12 fl WT '^^.LINWr - \ \ I I\ 'r _ _ - _ _ _ n B] LF fY LCPE (P17) - - - - _ 3]+OD +— •- -r--�- _-. - • `• ••]. j. •... �\ i RE VANED GRATES UNLESS ALL BAS/NSA 36t00 2 IF DURING ARO IT IS FOUND THAT PIPE RROTA STA. LOCKING L6. s..• \ QUIRE THE TYPE 1 AND ANGLES RENT THE W N C B, WLL \ MISALIGNMENT INIH THE CURB, FHE L _ 1 STA. J5t6384 16.23' L II REPLACEMENT OF TYPE I CB REQUIRE REMOVAL T O 41 RIM 391.20 CB TYPE I WITH LARGER STRUCTURE AND ADEWA]£ KNOCKOUT TU 12• IE IN W&O6 (BE) 3. STA, 6340 t98' L STA. ° °: ) WALL NOTE: 12. IE OUT 368.06 (W) 95 RIM 39596 12" lE OUT 39084 (W) 1 Q WALLS GREATER MAN 4-FEET IN HEIGHT (INCLUDING FORMING HEIGHT) REWIRES A SEPARA TE BUILDING Q 26 LF 12' (RIB) _, • s __ - - PERMIT. I • U77LITY CROSSING NOTE: Q < - (D SEE SHEET C25 FOR UALIFY CROSSING TABLE 415 - - - 415 410 410 r>n j M 405 Ef/ GRADE - — o O A TH FJ051/NC CRAOF DITCH ALONG NCRIH O - - - -_ — - 400 =-- t4n W — 4t - 414 Lr _-- _ (PI7) V _I 0 2.689 I\ 87 LF 12 LCPE l - J85- - - r 2- ' SOLID LOCKING LID STA 35+86.03 O.JO' R fx CB, TYPE 1 IL� RIM J9200 12' If IN J W (E) STA. 36+73.40 193 L RIM 395,96 12' lE WT J8fl50 (N*) 12" IE OUT 390.84 (W) mo 212 LF ]." 15 28 LF 12' LOPE O 1.58T (Pi6) 375 _ 375 CB 16 SAID LOCKING LID STA. 35+6J.V 16.2J'L RIM 391.20 1zc � N)' W006 6 ( E 172ND STREET m� � M M a � � a � � v P � � e O •`F O G", vp, .`( ,� .� .� `y a .� < S R - 3 9 2 2 2 0 J5+00 JS+PO J5+60 mew JB+M mew 37+20 37+60 Wee Wee J8+80 J9+20 39+60 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6m�D�D SURFACE WATER UTILITY DEVELOPMENT ENGINEERING O rstraka 04/07/2017 mair 04/11/2017 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 N O FZT H VERTICAL �Gdc - + D.R. STRONG 1 CRY COMMENTS DATED 2 CRY COMMENTS DATED 12.09.18 03.03.17 ylP m.31.n MAI yLP OM.17 MMOONEDSJS nP SAS NOTED _ _ � I" JL CITY OF AVANA RIDGE PUD W'�to.2zt6 _ Cell 2 Workip Days Before You Dip 3 FINAL PUNS E CONSULTING ENGINEERS E GI y1F 04AB.r7 MAI °"°""' „L RENTON SE 172ND STREET � 811 p D D DEN ROAD AND STORM PROFILE OE>flb. Underground Loo>uonCenter ; �\`'� ENGSUL PIRG E �'�"mom ONE MOK DA1VY Plonning/Building/Public Works Dept, 10615 SE 172ND ST, RENTON, WA C20 (ID,LfT,PD,oR,wA) •r.�� Ln00� KF/R� . NO, REVISION BY DATE APPR iiW o ONE NOR e C15008868 B15008865 B15008867 20 26 00 00 00 O O U LO Q J N N 0) IM Ld DRS PROJECT NO. 15088 SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VA NA RIDGE 1 STA. 23+91 1 1886' L RIM J86.M 16• IE /N J91.70 (NE) 18• IE OUT 39r.]0 (SW) 18' STA. RIM J9152 18" IE OUT 39039 (NE) OU7FALL PROIECAON PER DETAIL ON SHEET C22 MR e (p19) 10 L ONE g6.. 00 i T 25+D SrA 50 420T L STA. 24+88.88 21.IY L {' RW 40a4l IN 20 LF JO" I STEEL RIM O ]8 6EN$ON ROAD CASING 12• IF OUT 397.82 (Il) �4 -- - Is I8• lE OUT 39ZW (S*) 24+00 23+00 � A i a i M ' 00 00 j 00 BASIS OF BEARINGS: O N4639Y0"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1866 AND O 1863. NAO83/91. Ln VERTICAL DATUM j ' NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DATUM HAD t983/91 PER CITY OF RENTON MONUMENTS 20 TYPE 2-48" PUBLIC-�` SOLID LDcrrwc LID BENCHMARK: STA. 26+M.35 41.14' L RIM IS- E CITY OF IN IN C BENCHMNCRETE MO N0. 1915 EX IF CUT 3 B85 ( ll) BRASS PIN B CONCRETE MONUMENT SET DI IT SOU DIAMETER PIPE I8• ff OUT J9B.B5 (SW) BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOU)H, DOWN 0.4' IN MONUMENT CASE ELEVATION = 380.86 FEET 16 LF 18• LCPE (P20) CATCH BASIN NO7E• 1. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED. 0) 2. IF DURING CONSTRUCTOR,, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF 00 SOLD LOCICWG LID THE TYPE 1 CB AND MISALIGNMENT NTH ME CURB, THE CITY WIL REQUIRE O STA. 28+2112 4116•L REMOVAL AND REPLACEMENT OF TYPE 1 CB WTH LARGER STRUC7URE AND F/1l 40]68 ADEQUATE KNOCKOUT. O Ex 12. IF W J 93 (NI✓) WALL NOTE.. O 18• LE IN 39869 (Air) I8• Sr OUT J9869 (Si/) WALLS GREATER THAN 4-FEET IN HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT u OrOOO UTILITY CROSSING NOTE.• Q 0 SEE SHEET C25 FOR UTLITY CROSSING TABLE J 420 — CID 415 — 415 Go 9 TYPE 1 PUBLIC _ __ — .. ._ ST STA. T4+6@88 2LfY L --'- RIM - -- 12" If OUT OUT J9LB1 (W) . _- —" �--- 405 . 105 400 _ - — 66 LF 18" LOPE O 1.0A (P19) `f00 f8" LCPE f2q LF 0000. J95 . .:.- • LCPE O 1.58A(PITA) g3 /F IS SOLD LNG L87 _ - STA. 26+4446+48J5 41.14• L - RIM 408.85 18. 8 OUT J9885 (SW) ISO J➢O • Tmi;A, TYPE 2-,fa- PI/BIJC TD SOLID LOOKING L • LCP REPLACE a.. TYPE I CB STA. 25+2Z50 4TO7'4 STA. 23+21.97 WZ74' L STA 23+99.91 IaWO L RIM 40E41 116 LF 18• LOPE O 1.0m (P20) RIM 39152 RIM J98]9 I8" IE IN 39ZBJ (AL) ISO C OUT JMJ9 (NE) 1S• 8 IN 39rJ0 (NE) 18" IE OUT JB].BJ (STY) JB6 W FALL PROIECTICW PER I8• IE OUT J91.70 (511) • JBS DETai ON 5HEEr C22 - SOLID LOCKWc DID STA 26+2J 12 4116'L RIM 40].66 BENSON ROAD I8• IE J8869 ISO x our I(sw) O (S H ti � a a ti H h a 2J+00 23+20 2J+60 24+00 24+40 24+817 25+20 25+60 26+00 25+40 26+80 27+00 Cetl 2 Working Days Before You Dig 811 VWies Underground Location Center (ID,MT,ND,OR,WA) D.R.57RONG J FlNeLVPLANS D p ((� CONSULTING ENGINEERS N\\J ENGINEERS PLWN£R9 6URVEYOR3 6MTMAVENte KOBDANO, WA9.9LW NO. Q0 0421W..3064 F4268972!428 010117 riP Q1.22.1] MV a SJS AS NOTED rw �oul�ee� is CITY OF YlP 04.06.17rAPPR[3WEj lR�EINITON DAIUY Planning/Building/Public Works Dept_ F No ONE NOR REVISION BY DATE 5C0E�NUY NOFA) RTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL N N R-392221 Ld AVANA RIDGE PUD MIT10.27.16 Z BENSON ROAD AND e°'°°" Q STORM PROFILE > 10615 SE 172ND ST. RENTON, WA C21 Q C15008868 B15008865 B15008867 z1 is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 a DEVELOPMENT ENGINEERING rnair 04/11/2017 AN 2' PIPE ALLOW MOSS NINEVE flars IV Ruaea .bNe.ml.memwIWMYM.NrnmANwR [4wanowamamu.sum .msp.uwgml.ur WI.Imnnwnae mxmtm.I.e N^ tzweeMYaaaWmw ° eA""aaeicnox un °n°neYna.m N".ri�em''°i,. m.xwmrdmMw aemelamenm. X,mgaw n.w..ea Ir MaNma.mxr llmuttm.r minimum MurmlMarcbmxW wameaAsx�ppa xM Bm�NNEp3MWIBM%MMiWEnelalneaxJm 6 llnmeilun Eepulrtm MearYrlanNmbbW {btnal wtee. a. TMmII..MOInmlmamMmwnmalpasM. A Ae N-W WerE�wberbylrrePu�awrlalMr.MYa\ewrem+f A MtplEawMlauuled W W tPNMPeMMmeaeAn. T. Ngemmww MRwMNaaeeerlM.Mmlw®u. a ualaee�Ew.M=.aawe..nnnwlvR.m.°.Io.m maaaear.Na+antm.a. �® PUBLIC AREAS CATCH D IN T E 1 �' P M'� +�� + DCPARI'YENT MARCH 2000 PIPE 0 D. r—o Y-D MIN •MIN END CAP OR PLUG IN y� Bill Mrall p Iis IN INN� %� FLOW TO SECOND CLEAN OUT WYE FROM DISPERSAL TRENCH PIPE IF NECESSARY MIN 6' PERFORATED PIPE LAID FLAT/LEVEL TYPE I CB W/SOLID CO ✓ER /(LOCKING) A 4, INFLUENT PIPE (MAX DESIGN FLOW t ,B CFS PER TRENCH) —CLEAN OUT WINE FROM PIPE TYPE I CB W/SOLID COVER �f FLOW TO OTHER BRANCHING CBS AS NECESSARY SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 Eo W.M. A VANA RIDGE NOTES r. xaaa. Wematwesnet MemurmlWt E memanmmeme°.I�m MHn II./MwammleammeWam. THIS Her Imes and prao Two M lm WNeThe Sapper Tal m Us s mm HeedW*.^wrm + WrrXaW w re how I"I 01Ve N rlMmm NO2Pn'pinne Wgge a 1%MnM WMlaean in, Hicki IvAMw draw pea. filarr eaMe�N 4M w., m me a" r•M ltlMLower F emdam WIBnMstl .. Ha�reaed E�qt=� Ulwtlre.eM1N Mmlln mtMln amdem WT 0�0©00 iviolololoiu D�Di00® Ivlol©Ivoio tvZEN,w sn r.MMwumw PUBLIC ARRN3 CATCH DASGN TMK 3 �' PIrIN - �'� + DEPARP161iT YARC9 2008 PLAN NTS GALVANIZED PIPE 0.0. BOLTS I' - 0 15 Px MIN MINI 120%Mild 18"OCOC 2'X 12- PRESSURE 2" GRADE TREATED GRAIDE BOARD NOTCHES BOARD ¢ 3 e MIN 6" PERFORATED NOTES. "bin PIPE LAID FLAT 4 X 4 SUPPORT POST CLEAN_I FINES) 1. THIS TRENCH SHALL BE CONSTRUCTED TO PREVENT 1 j WASHED POINT DISCHARGE AND/OR EROSION. 2 �DOIC TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER (100 FEET ALONG FLONEANE). rO 3 TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN \ TO FOLLOW CONTOURS OF SITE FILTER FABRIC 4 SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRACE BOARD REMAINS '15%MAX FOR FLOW SECTION A -A LEVEL. CONTROLINATER QUALITY NTS TREATMENT IN RURAL AREAS DISPERSAL TRENCH DETAIL PER CITY OF RENTON STANDARD PLAN 224.00 NTS III will Cetl 2 Working Days Before You Dip 811 VWies Underground Location Center 0,1VIr,ND,OR,WA) iANrA.L2A SOm FNO1£CTIDNATOCLTACL6 AS petltwge YeIW NJ ANSWERED PROTECTION at page Flow Jim) 6 al" "as than NINImmr Ommews(II ran or MUM to Typ Thwa " HHm LNHO HOW 0 5 Bme,Enini 11m1 B� Cmla Ergo 1W 4 E �m�r, W mmwlt grwr 5 10 NPrpR 21x 12( Cmun +9NEW or +twat BY 4xmmmU Sral w,, 'mmM sale =ae wre grower sorer 10 dl �n strpuRtl Gtrtlllfel R4 rC011etl ;Nm DYINI 1 mi 31 MIA Enghe TormaNN pm f "Ulm to ThEEE aZEa n91er%BMI CMUn Ia daa11N1� ba'OI{ln MEIm. III llmrry a%a alLlp WIbE mwlaed be ionospheres In that rt AMwtae. m Ro&mmo anall pt parry apem Wm gin aWn as ftmU Paslg BiraR qurt sere: 10DN pm m>INh Nmm mwU 40b NSm mum Phaang'LiAnah Nuee aiw: 0 m IN mnximmn P% RlPap emit W ewmmlYy"I gr dWM glen so MUSIC haoaMm m2 sae. 24 maes, Ea nal dmrmosi nkde^ 9uis aae: la nay M'llaram dWp: sec. N maI10E Nde'/dptPemng powlNdhy rda daEY m wdetaeTraf u NNmadro M roploaieaNb 31. OUTFALL PROTECTION SIZING D.R. STRONG d FINALPLAINS D p (� CONSULTING ENGINEERS aLOIN N\\J m FUNNeas SUR EYEAS &WTTIIAVENI� KIR .. WA(tl0.T2 N0. 0426B2f.30Ag F42A8272420 REVISION NOTEALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES Vapor ampi IIMaEERAL PUBLIC WOMB DEPAQI'HEN'1' xMUsOw.m'�M.melm'a ro'm'e aw el"O. iwlne�waw"Im�a mw�m' ter. me neaare E^cs m..w. °. w.em wnWmepdwML.re..�`umwirwiOetlla. e°I"A.m°eelw"' �peMIM;e%, M: M::':wRE�Re��mMe�Mxmm ' oeWNOOAL A areatanwnva.e umm,wmtau A �Wp nIWW. I�11eM°MmC L�IM N�tlmLPeEM�n �M.eWa EE deWlenwepmFNM1ebna N31PallwmantlreLmMg. OPEN FAGS740 OP NE AND AND CE INSTALLATION DETAIL 11ARCH 2O0a 0 1% 1WE2 �aeXtat MP axE CPIEP OPaPPTIV6CfAGiCM al91H9MNLNOi @CRWiEDIa PNALMME UNnLT1E FNLLELEWII[MI Cf TEwVEYEMI. WEIEP, nucx,nP9RwNXluwxol Irt91e ¢E Wiaaxna'eEEMFATAEVEIEDWD WttpE9weIW TEPFilEPl9exENeV n pmwLFwNOTMUMDroeFM[ TRATo�ADC MFUP<CE°sl IN0�19aMpNll.n10Him.a i aCLH11NWus LnKxIX 4YHOM SWu nEML[en¢1W[EHAWUe1MEX1 PagJAW BPCXernlrn iOn/.f:FYFUI. 1 THE Tom or BRIEKS"T " TifM 4 tl WEPEaYTOMEPEATE A muNMWtlhal X l000 I'xuuuxmxnYaml IUMUSTIONENTA LW AIREFYFFX NcxPINXWE THst IrwEmNMMUI F�,9%WMENItiNIC1L4NIM II In." AFFI�VP�H�A%T� a RLIIIEFIMGFK'LeBPAF in2GFNVIfD WnIER al4n. PUBLIC WORM CATCH BASIN INSTAW ON PGN — "T" pP..PAp P.NT 2O MARCH OB C22 FULL INFILTRATION FIGURE G2.2.0 TYPICA1,101TWELL ENF LTRATION SYSI'FNI ROOEDcwnspeut Mouse Catch Basin (Yam Drain) f y Roof 77 D^ nsmm IS DRY WELL 48 Inch Diameter Hole Filled with PLAN VIEW 1112 Ir Wasnee Drain Rock NTS OVERFLOW PIPE ROIL Wxnspoul Mark Center of Hale withl' PVC House overflow meaene Splash Block Topsoil Flush with SI affew 1' min. _. tbw Fine Mesh Screen Min. a- - � OVERFLOW PIPE PVC PIPo c' C tr Ball - (ward Drain) I WE Inch Diameter : BE Sides of Hole Hole FlU with Lined wNM1 R P@ ash Filter Filter FabricDm^Rook 15 min. Min.1 abi Seasonal DRY WELL High Groundwater Table SECTION i NTS DRYWELL NOTE.• YARD DRAIN WITH SUMP SHALL BE INSTALLED BETWEEN ROOF DRAINS AND DRYNELL. CONNECTION BETWEEN YARD DRAIN AND DRYWELL TO BE MADE AT MIN, 28 SLOPE OVERFLOW OUTLET PIPE SHALL CONNECT TO CATCH BASINS AS SHOWN ON SHEET CRT 20P Surkcc Wn4r [wAM, Rosati -APi C 1@BN9 C47 BY I DATE I APPR ♦. dell ONE i IiT AU assets F NOT ONE INCH nGIWE ''.EA euLrcvct'mT DIBCBAHGC PROT[CTIOV (L WrNIN RLquired Dlrmtpims Al Ni I e'rar mcxkmg a 2p SH Taft 4 22A. "B. e _ bltln T mn. ` Al Ey IS CO 00 0 O U PLAN NTS pmre tDEk I' alvL2 vonm tadh sbr Utllmlrel br"A'• a B' r me510eaf Hamel br °A°> B'� I� :Lf dlsdaFIsvivE fiNrfaOOOlilwf 1'OZIRIX4'11=1 amda mG seetaWe461A SECTION ANAL NT8 N OUTFALL PR07FC710N DETAIL R-392222 11 Ld 0 in ds >r CITY OF AVANA RIDGE PUD mW10.27.16 Z WL R E N TO N STORM DRAINAGE DETAILS �M Q Planning/Building/Public Works Dept, 10615 SE 172ND ST, RENTON, WA C22 Q C15008868 B15008865 B15008867 iz is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/2017 5 DEVELOPMENT ENGINEERING rnair 04/11/2017 01 CONTROL ROD (ROD BENT AS REGG FOR VERTICAL ALIGNMENT WITH COVER) ON 9 n I 1 24" A, 180 0( 12" INLET 1£ 358,95 C SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE INLET lE 359. 00 59 MIN. (�)18" *50=1��' OUTLEPEDESTRIAN CURB AND5xi2 (CHAIN LINK FENCE EXTENTS & PERMETER GRATE I VAULT DETAIL EL. Cetl 2 Working Days Before You Dig 811 Vilifies Underground Location Center (ID,MTPD.0RWA) FRAME AND 24' ROUND l SOLID COVER MARKED "DRAIN" WIN LOCKING BOLTS & LADDER (TYP.) MAX FG J69 00 OQ 0 n 34950' TOP STORAGE_Z________ -a _________________OF_SEOIMENT — ____ 0.5' SEDIMENT STORAGE (TYP) � Mo.. 15 12" VENTILATION PIPE (TYP.) (SEE STRUCTURAL PLANS FOR DETAILS) M=s NORTH FROP NOTES: 5'xl2' GRATE W/ LADDER & 24" SQUARE RIM EL 36500 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 4-FOOT CHAIN LINK FENCE PER WSDOT STD. PLAN L-2010-03. PROVIDE CASING FOR CHAIN LINK J FENCE POSTS DURING POURING OF CONCRETE (TIP.) SEE VAULT STRUCTURAL PLANS FOR DETAILS FAW 5'x12' GRATE W/ LADDER & 24' SQUARE RIM EL 365.00 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 48" ROUND SUMP FOR FROP FRAME AND 24" ROUND SOLID COVER MARKED DRAIN" WITH LOCKING BOLTS (TYP) RIM 36400 1, OUTLET CAPACITY 100-M PEAK FLOW 2, METAL PARTS CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. J. IF METAL OUTET PIPE CONNECTS TO CEMENT CONCRETE PIPE OUTLET PIPE TO HAVE SMOOTH 00 EQUAL TO CONCRETE PIPE TO. LESS 1/4" 4, PROVIDE AT LEAST ONE 3'XO90 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 5 LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN DE7EN77ON SUMMARY SHEET STAGE STAGE LIW STORAGE VOLUME CF STORM El RE UIRED PROND D A - I T DOTAL 361.00 33 943 34 155 1 YEAR 1 361.09 34,209 1 34,422 25 YEAR 1 361.00 33947 1 34155 10 YEAR 1 359.55 29 666 1 29,848 356.82 21 604 1 21 74 VAULT NO TES: I. ACCESS OPENINGS SHALL BE POSIRONED A MAX. OF 50 FT FROM ANY 34950 LOCADON WITHIN THE VAULT, AND AT THE INLET AND OUTET _EL. 34900 2. IBOV = INSIDE BOTTOM OF VAULT ELEVA ROIL J. VAULT GRATE TO INCLUDE 2K2' HATCH DESIGNED FOR EASY OPENING. 1 "=5' D.R. STRONG 3 FlWLVPIANS D p (� CONSULTING ENGINEERS o4oINEBas N\\J PUAWERS SVRVI oas 81011HAVENW KIR .. WAd90.99 Q0 N0. 04 slBETT30A4 F42S821.2428 REVISION BY ( DATE ( APPR 05' SEDIMENT STORAGE (TYP) 18"0 FROP REMOVABLE WATERTIGHT RISER -\ COUPLING OR FLANGE PLATE WELDED TO ELBOW WIN ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL AS NOTED Nwentivu TUNA :undo, F NOT ONE INCA DA7UY VALE �NGIY 1 "=5' 4" ELBOW IE=360.50' ORIFICE 0 =0.92" 00 IB" CMP RISER 11.50' (0 PIPE OETENBON DEPTH 00 4" ELBOW 00 ff 1E=35700' O PIPE SUPPORTS) ORIFICE 0 =1. 40" Q (SEE NOTE 4) U SHEAR GATE WITH CONTROL 18" _ ROD FOR CLEANOUT/ORAIN RESTRICTOR PLATE IE/ ORIFICE 0 = 0. ]0" O C. (SHARP EDGED SHOP DRILLED) FROP DETAIL 5'a12' GRA IE W/ LADDER & 24" SQUARE RIM EL 36500 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 SEDIMENT STORAGE (TYP) 18" OUTLET 349.50 48" ROUND SOME FOR FROP 15P' W W H h 0 LO Q J 2" 4" CRUSHED ROCK BASE � VAULT ACCESS ROAD COMPACTED SUBGRADE !L\ Nrs cs NOTE.• N SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST N BE SUBMITTED TO THE BUILDING DEPARTMENT A SEPARATE BUILDING PERMIT APPLICATION MLL BE REQUIRED FOR ME CONSTRUCTION OF THE VAULT. 0) R-392223 n F Aw Al Li.l CD ds CITY OF AVANA RIDGE PUD w�10'27.16 Z R E N TO N VAULT DETAILS � Q Piommny/Building/Public Works Dept. 10615 SE 172ND ST, RENTON, WA C23 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 00 00 00 O O u7 U Q D J N N M Itt U W O af CL Ld O DRS PROJECT NO. 15088 II � \ W87000211 U&LITY CROSSING TABLE CROSSING NO.. FG. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1 35920 18" 50 35054 EX 8" SS 34708 346 2 354.71 12" 50 35978 £X. 8" SS 34931 1047 3 375.71 18" so 368.62 EX 8" SS J5828 989 4* 381.79 12" SO 376.82 8" WA 32802 1.25 5' 38359 12" $0 379.06 6" WA 3]98] 081 6 401.01 12" 50 J9712 12" 50 394.80 2,J2 ]* 375.34 I2" SO 322.42 6" WA 370.92 1.50 8 401.01 12" 50 39712 18" SO 39618 0.94 9" 387.40 DRY UTILITY 8" WA 377,02 70** 36325 DRY U➢LITY 6" WA 37905 11 381.30 8" WA 376.15 EX 8" SS 366.66 9.47 12 382.98 5" WA 378J0 EX. 8" SS 36944 9.26 13 388.35 2" WA 36495 EX 8" SS 37766 729 14 JM..71 1" WA W5.20 EX 6" SS J76.20 700 15" 1391.701 12" 50 368.32 DRY UTILITY *£THAFOAM PAD TO BE INSTALLED FOR ALL CROSSINGS WM 1.5-FEET OR LESS CLEARANCE. "CONTRACTOR TO POTHOLE £XISTYNG DRY UIILITIES AND NOTIFY ENGINEER IF THERE IS A CCNElCT WW THE PROPOSED UTILITY ELEVARONS. Cetl 2 Working Days Before You Dip 811 VWies Underground Location Center (ID,MTND.OR,WA) OD8]000214 SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE ly I M87000280 I W87000282 I X87000281 D.R. STRONG 3 FINALVPIANS Dp (� CONSULTING ENGINEERS 6M1lHAVENM KIR ..WA(tl0.99 Q0 N0. 04sEW..8088 FA23621.2428 MIN ]" SEPARA ]ION BETWEEN EX WATER MAIN AND PROPOSED ,_ STORM PIPE -- 00870002135 ARMCAL 03.03.1] riP 03.Y2.1] MV a SJS AS NOTED rw �oul�ee� is CITY OF ley 04.06.1] MAJ RENITON cur EktD F NOT ONE NOR Planning/Building/Public Works Dept_ REVISION DATE APPR NW 5C0E�Nu' 00 r 00 00 00 6. GRAPHIC SCALE 20 40 e0 Memel 1 INCH = 60 FT. N N O) R-392225 Ld 0 in AVANA RIDGE PUD 10.27.16 Z COMPOSITE UTILITY PLAN �" Q 10615 SE 172ND ST, RENTON, WA C25 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 04/07/201 T DEVELOPMENT ENGINEERING mair 04/11/201701 to N N N 0) to I I 0 L LJ I— n u 21 RADAR SIGN TO BE h INSTALLED IN FRONT OF -e 16814 104M AAT SE LI RESIDENCE SEE SHEET RSI isic FOR RADAR SIGN DETAILS AND SEE SHEET C14 FOR �l TRENCH RESTORATION DETAIL g I W67000211 \ \ ISLAN CITY \ NO TES: SW 114 SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. A VANA RIDGE INSTALLED IN FRONT OF RESIDENCE AV£ SE RESIDENCE SEE SHEET R51 FOR RADAR SIGN DETAILS I I W I W87OX280 0087000282 0087WO281 �W STRIPING PER 008]000214 �1 'ON DETAIL 0 IN K/ W CiMM Jo LINE PER CITY RENTON j --OF RfNTON DETAIL H008 J— — STANDARD DETAILIL RHOOI ENT .... _ ---- — 1 1 -.. \... I�f ND STREET _—I—IL7 .�... L — I \ \ OBJECT MARKERS ' . • • . .• ISLAND WITH STRIPING PER ISLAND STRIPING PER CITY OF RENTON DETAIL \ PITY OF RENTON DETAIL H008 (Tw) \ OF Ha98 EASTBUILD WEST UILDING h III \ COMPACT PARN\ STALL STRIPING \ A PARKIN \ \ PAVEMENT MARKING- STANDARD PARKING PER AAA DESIGN STALL STRIPING (TIP) STANDARDS \ 1, SEE SHEET C14 FOR CHANNELIZAPON DETAILS. 2 CITY TO APPROVE SHOP DRAW)NGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 3 ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS 4 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS S ALL PARKING STALL PER CITY OF RENTON MUNICIPAL CODE SECTION 4-4-080 PARKING. LOAD AND DRIVEWAY REGULATIONS Call Working Days Before You Dig 811 Villbes Underground Location Center (ID,MT,PD,OR,WA) D.R. STRONG 0 FINeLVPIANS D p (� CONSULTING ENGINEERS N\\J MIIOINEEas PLANNERS suavEvoas 6MI AVENI� KPR .. WA(tl0.98 Q0 N0. 0421W..8083 FAINILM].2428 HDD6 (TYP.) 4" FOG L/NE PER CITY OF RENTON DETAIL H008 008]0002B5 292JO59176 ��IIIIIIIIIUIIIIII DETAIL HOORL (TYP) \\ \ \ \ REVISION I BY I DATE I APPR DETAIL HOOK O I U I 1 .I I / I / / / 1 RFMOOF FXl4INf. IANF I/SF SIGN / AND REPLACE WITH NEW 36''XJO- R3-802 LANE USE SIGN, REINSTALL SIGN PER CDR SM PLAN 129 CITY OF RENTL V DETAIL HOOEI STOP BAR SAS NOTED Nwvumn. NNO :undo, ONE I F No ONE I DAIUY SEAS ACC*FIXNGIy PER CDR SM PLAN 129 LEGAL DESCRIPTION: Q J N O FRT H LOT i TOGETHER WITH LOT 2 O CITY OF RENTON LOT LINE ADJUSTMENT NO. 6, 2011 UNDER LORDING OJ49, RECORDED DECE0001, IN /8 COUNTY, UNDER HINGTO. NO (N\I GRAPHIC SCALE 20tu216900004 /N KING CWNTY, wASHMGTON. `20 40 80 0) 1 IN0� R-392226 1- 0 Ld O Of 0- Ld dsM CITY OF AVANA RIDGE PUD �rz10.27.1e Z -6 R E N TO N SIGNING AND CHANNELIZATION PLAN AND DETAILS , " Q Plonring/Building/Public Works Dept, 10615 SE 172ND ST, RENTON, WA C26 Q C15008868 B15008865 B15008867 is is DRS PROJECT NO. 15088 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 04/07/2017 ' N N N 01 M 0 W I— WEST BUILDING 40 20�0 20 40 SCALE IN FEET \ CONTOUR INTERVAL: 2 FOOT SITE PLAN LEGEND — — — — — — 50'STANDARD STREAM BUFFER LIMITS 9,115 SF STREAM BUFFER REDUCNON (p////JJ/��7%J/J/J/J/JJ%T/�� 9,527 SF STREAM BUFFER EXPANSION YL!!GC//U/Le%lA 11,500 SF ENHANCEMENT PLANTINGS - SEE DETAIL 2-1 .�� SPLIT RAIL FENCING AT BUFFER LIMITS(1,060 LF) - SEE DETAIL 2-3 CRITICAL AREA SIGNAGE AT BUFFER LIMITS(13 TOTAL) -SEE DETAIL 2-3 PRIOR TO PLANT INSTALLATION, CONTROL NOXIOUS WEEDS WITHIN THE HATCHED AREA SHOWN ON THIS DETAIL. TARGET NOXIOUS WEED SPECIES SHALL INCLUDE THEFOLLOWING: ALL CLASS "A","B",AND "C" NOXIOUS WEEDS (INCLUDING NON -REGULATED "B"AND "C"NOXIOUS WEEDS) IDENTIFIED ON THE IATESTKING COUNTY NOXIOUS WEED LIST. DURING NOXIOUS WEED CONTROL WORK, EXISTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. ALL NOXIOUS WEED CONTROL CUTTINGS AND DEBRIS SHALL BE REMOVED FROM THE SITE. CONTROL METHODS: 1. REDUCE TOP GROWTH OF NOXIOUS WEEDS. ACCEPTABLE METHODS INCLUDE: WALK BEHIND OR TRACTOR MOUNTED MOWER, EXCAVATOR WITH BUCKET AND THUMB, POWER SAW, BRUSH HOG, LINE TRIMMER, LOPPERS, CLIPPERS, HAND PULLING, OR APPROVED EQUAL. 2. GRUB OUT LARGE ROOT CROWNS AND MAJOR ROOTS BY HAND USING CLAW MATTOCK, PULASKI, OR APPROVED EQUAL. 3. SPOT APPLY RODEO® HERBICIDE TO RE -GROWTH. HERBICIDE SHALL BE APPLIED BY A WASHINGTON STATE LICENSED COMMERCIAL APPLICATOR HAVING A CURRENT "AQUATIC" (Q) ENDORSEMENT. NOXIOUS WEED CONTROL REQUIREMENTS: 1 0080 EAST BUILDING a=a __ -SE 172ND 0 %/ 60��l%ll FERIDISIGN SO G EDRIDG BBE OTHERS 25 CONSTRUCTION SEQUENCE: 1. FLAG LIMITS OF PLANTING AREA. 2. REQUEST AND ATTEND PRE -CONSTRUCTION MEETING WITH OWNER AND CITY OF RENTON. 3. CONTROL NOXIOUS WEED SPECIES WITHIN THE AREAS SHOWN IN DETAIL I-1. 4. INSTALL NATIVE PLANTS (SEE SHEET 2). 5. PLACE MULCH AT BASE OF PLANTS (SEE SHEET 2). 6. CLEAN-UP AND DEMOBILIZE FROM SITE. 7. REQUEST FROM AND ATTEND INSPECTION WITH OWNER. S. OWNER TO COMPLETE AS -BUILT AND SUBMIT TO CITY OF RENTON. 9. CONTRACTOR TO PROVIDE I YEAR OF MAINTENANCE UNDER DIRECTION OF OWNER. FUTURE MAINTENANCE TO BE PROVIDED BY OWNER. 10.OWNER TO COMPLETE 5 YEARS OF MONITORING. -------- \ V I 1 1 I / / / / / / / / / / / / �%%/7T/Ja � �: i � / � � �• d GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTON CODES, ORDINANCES, AND APPROVED PERMIT CONDITIONS. 2. BEFORE THE START OF ANY CONSTRUCTION, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN CITY OF RENTON, THE OWNER, AND THE CONTRACTOR. 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK SHOWN ON THESE DRAWINGS. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE TRAFFIC CONTROL IN ACCORDANCE WITH ANY AND ALL CITY OF RENTON STANDARDS. 5. SITE CONDITIONS MAY VARY BASED ON SEASON AND/OR TIME OF YEAR. CONTRACTOR SHALL ACCOMMODATE REALIZED AND ANTICIPATED SITE CONDITIONS WHEN COMPLETING THE WORK SHOWN ON THIS PLAN. II IN COMPLIANCE WITH CITY OF RENTON STANDARDS I 04n R-392227 MITIGATION PLAN SHEET INDEX: SHEET NUMBER DESCRIPTION 1 SITE PLAN, NOXIOUS WEED CONTROL, NOTES 2 PLANTING PLAN, MONITORING & MAINTENANCE MITIGATION PLAN NOTES: 1. THE BOUNDARY/TOPOGRAPHIC MAP AND SITE PLAN USED TO GENERATE THIS PLAN WAS PROVIDED BY DR STRONG CONSULTING ENGINEERS, INC. (6207THAVE - KIRKLAND, WASHINGTON 98033. SOURCE DRAWINGS HAVE BEEN MODIFIED FOR VISUAL ENHANCEMENT. MAP DATE REFERENCE: 12/21/2015. isd Know what'sbelow, Call before you dig. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. UTILITY LOCATIONS AND CHARACTERISTICS SHOWN ON THIS DRAWING, IF ANY, ARE BASED ON THE FIELD LOCATION OF THE APPARENT SURFACE EVIDENCE OF EXISTING STRUCTURES. THE UNDERGROUND ROUTING AND CONDITION OF BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED. ADDITIONAL UTILITY LOCATION AND MAPPING MAY BE REQUIRED. FIELD LOCATE, VERIFY DEPTH OF, AND ADEQUATELY PROTECT ALL UTILITIES PRIOR TO THE START OF WORK. c c 11Q c Y 3 C c (7 v o c M d 3 d 3 d N � 0 V m m m° 0 Q a Z 0 qzr 0 O °° Dl H 3 /Q/F�L V O CL m �= i Q LO M Y LLI OC > " a v Qa� J ^� Q w N U U) H U w W a v m o w Z 330 i i n o zaaa n o o a 0^a ry o 0 ry n o C S 00 D z DATE: 12/28/2015 JOB NUMBER: 15-159 DESIGN BY: ES DRAWN BY: EARC CHECKBY: ES Site Plan, Noxious Weed Control, Notes SHEET: 1 2 OF MONITORING PLAN & MAINTENANCE PLAN Oi PURPOSE OF AND NEED FOR PLAN: IN ADDITION TO THE DATA COLLECTION AND ANALYSIS REGARDING PLANT en COMMUNITY CONDITIONS, PHOTOGRAPHS OF ENHANCED STREAM BUFFER AREAS I THE PURPOSE OF THIS PLAN IS TO DESCRIBE THE STREAM BUFFER MODIFICATION SHALL BE TAKEN FROM THE PERMANENT PHOTO POINTS ESTABLISHED DURING THE O REQUIRED FOR THE CONSTRUCTION OF A PLANNED URBAN DEVELOPMENT(PUD) AS -BUILT. LOCATED IN RENTON, WASHINGTON. THE RESULTS OF EACH ANNUAL MONITORING SHALL BE SUMMARIZED IN A Q PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS: WRITTEN REPORT AND SUBMITTED TO THE CITY OF RENTON NO LATER THAN I.IJ OCTOBER 31 OF THE RESPECTIVE MONITORING YEAR. PLAN GOALS,O IN THE r THEGOALSA DOBJE OBJECTMANCEIVES OF THIS PLRDSAREONSIDERD PLAN ARE CONSIDERED CONTINGENCY PLAN ACHITABLEBELOW.N THE PERFORMANCE A ACHIEVED WHEN THE PERFORMANCE STANDARDS ARE SATISFIED. SHOULD ANY MONITORING ASSESSMENT REVEAL THAT THE PERFORMANCE MONITORING PLAN (DURATION = S YEARS): STANDARDS FOR THE RESPECTIVE YEAR ARE NOT SATISFIED, THE PERMITTEE SHALL WORK WITH THE CITY OF RENTON TO DEVELOP A CONTINGENCY PLAN TO ADDRESS AS -BUILT THE DEFICIENCY(IES). CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING ACTIONS: SCHEDULE: IMMEDIATELY FOLLOWING CONSTRUCTION 1. ADDITIONAL PLANT INSTALLATION; FOLLOWING COMPLETION OF THE WORK SHOWN ON THIS PLAN, A QUALIFIED 2. EROSION CONTROL; PROFESSIONAL SHALL PREPARE AN AS -BUILT. THE AS -BUILT SHALL SUMMARIZE THE 3. HERBIVORY PROTECTION; COMPLETED WORK AS WELLAS ANY DEVIATIONS FROM THE APPROVED VERSION OF 4. MODIFICATION TO THE IRRIGATION REGIME; AND/OR THIS PLAN. 5. PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY, AND LOCATION. IN ADDITION TO THE AS -BUILT, BASELINE MONITORING DATA SHALL BE COLLECTED SUCH CONTI NGENCY PLAN SHALL BE SUBM ITTED TO THE CITY OF RENTON NO LATER AND PERMANENT PHOTO POINTS SHALL BE ESTABLISHED TO DOCUMENT THAN JANUARY 31 OF ANY YEAR WHEN DEFICIENCIES ARE DISCOVERED. UNLESS REPRESENTATIVE CONDITIONS WITHIN ENHANCED STREAM BUFFER AREAS. OTHERWISE APPROVED BY THE CITY OF RENTON, ACTIONS SPECIFIED ON AN BASELINE MONITORING DATA COLLECTED AND REPORTED WITH THE AS -BUILT APPROVED CONTINGENCY PLAN MUST BE COMPLETED WITHIN 6D DAYS. IF THE SHALL BE CONSISTENT WITH THAT DESCRIBED FOR ANNUAL MONITORING. FAILURE IS SUBSTANTIAL, THE CITY OF RENTON MAY EXTEND THECOMPLIANCE MONITORING PERIOD FOR THE STREAM BUFFER ENHANCEMENT WORK. THE AS -BUILT AND BASELINE MONITORING DATA SHALL BE SUBMITTED TO THECITY OF RENTON NO LATER THAN 30 DAYS FROM THE DATE THAT THE WORK SHOWN ON MAINTENANCE PLAN THIS PLAN HAS BEEN COMPLETED. THIS SECTION PROVIDES A GENERAL OVERVIEW OF THE MAINTENANCE PROGRAM ANNUAL MONITORING NECESSARY TO ENSURE THE PERFORMANCE STANDARDS ESTABLISHED FOR THIS PLAN ARE SATISFIED. SCHEDULE: ANNUALLY FOR 5 YEARS FOLLOWING PLANT INSTALLATION NOXIOUS WEED CONTROL FOLLOWING ACCEPTANCE OF THE AS -BUILT, ANNUAL MONITORING SHALL BE COMPLETED FOR A PERIOD OF FIVE (5) YEARS. ANNUAL MONITORING SHALL BE FOLLOWING PLANT INSTALLATION AND AT REGULAR INTERVALS DURING THE COMPLETED BY A QUALIFIED PROFESSIONAL AND SHALL COMPRISE A SITE MONITORING PERIOD, NOXIOUS WEED CONTROL SHALL OCCUR ON A SPOT INVESTIGATION AND REPORTING PER THE FOLLOWING INTERVAL: TREATMENT BASIS WITHIN THE AREAS SHOWN IN DETAIL I-1 AND PER THE SPECIFICATIONS DESCRIBED IN DETAIL 1-1. • QUARTERLY DURING THE FIRST YEAR (YEAR I) FOLLOWING PLANT INSTALLATION; AND • IN AUGUST OR SEPTEMBER OF THE SECONDTHROUGH FIFTH YEARS (YEAR 2 THROUGH YEAR 5) FOLLOWING INITIAL PLANT INSTALLATION. THE PURPOSE OF THE DETAILED SITE ASSESSMENTS IS TO EVALUATE CONDITIONS WITHIN ENHANCED STREAM BUFFER AREAS PER THE CURRENT YEAR'S PERFORMANCE STANDARDS. THE FOLLOWING INFORMATION SHALL BE COLLECTED AND ASSESSED RELATIVE TO THE PERFORMANCE STANDARDS ESTABLISHED FOR THE PROJECT: • THE PERCENT SURVIVAL OF INSTALLED PLANT STOCK (YEAR I AND YEAR ONLY). A DIRECT COUNT INVENTORY AND ASSESSMENT OF ALL INSTALLED PLANTS SHALL BE USED TO EVALUATE PERCENT SURVIVAL. THE RATIONALE FOR POOR CONDITIONS, IF PRESENT, WILL BE DETERMINED TO THE EXTENT FEASIBLE. • THE PERCENT COVERAGE PROVIDED BY INSTALLED PLANT SPECIES (ALL YEARS). INSTALLED PLANT STOCK PERCENT COVERAGE SHALL BE ASSESSED USING APPROPRIATELY SIZED SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS. • THE SPECIES COMPOSITION OF AND PERCENT COVERAGE PROVIDED BY NOXIOUS WEED SPECIES (ALL YEARS). SPECIES COMPOSITION AND PERCENT COVERAGE BY NOXIOUS WEEDS SHALL BE ASSESSED USING SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS. INSTALLED PLANTS SHALL BE MAINTAINED AT REGULAR INTERVALS DURING THE MONITORING PERIOD TO PROMOTE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF INSTALLED PLANTS. GENERAL MAINTENANCE SHALL INCLUDE: • WEEDING THE BASE OF EACH INSTALLED PLANT. • RE -APPLYING BARK MULCH TO MAINTAIN A 6"MINIMUM APPLIED THICKNESS - YEAR I ONLY. • THE PRUNING OF INSTALLED PLANTSTO REMOVE DEAD WOOD AND PROMOTE VIGOROUS PLANT GROWTH AND PROPER FORM. • THE REPLACEMENT OF PLANTS IN DISTRESS AND/OR THAT ARE DISEASED. • THE REMOVAL OF TRASH, LITTER, AN D/OR OTHER NON-DECOM POSING DEBRIS. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR TWO (2) GROWING SEASONS FOLLOWING PLANT INSTALLATION PER THE SPECIFICATIONS SHOWN ON THIS PLAN. PLAN GOALS, OBJECTIVES, & PERFORMANCE STANDARDS GOAL: OBJECTIVE: PERFORMANCE STANDARDS: TO SUCCESSFULLY ESTABLISH A TO INSTALL AND SUCCESSFULLY 100% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE FIRST GROWING SEASON. THIS NATIVE PLANT COMMUNITY ESTABLISH DENSELY PLANTED NURSERY STANDARD CAN BE ACHIEVED STRICTLY THROUGH SURVIVAL OR THROUGH WITHIN THE STREAM BUFFER GROWN TREES AND SHRUBS. COMBINATION OF SURVIVAL AND PLANT REPLACEMENT. AREAS SHOWN ON THIS PLAN. 80%SURVIVAL BY INSTALLED PLANT STOCK AFTER THE SECOND GROWING SEASON. 60%AVERAGE COVERAGE BY NATIVE WOODY PLANT SPECIES AFTER THE FIFTH GROWING SEASON. UP TO 20%OF THE NATIVE WOODY PLANT SPECIES COVERAGE MAY BE COMPRISED OF DESIRABLE NATIVE COLONIZING SPECIES. TO LIMIT NOXIOUS WEED SPECIES TO PROVIDE FULL INITIAL CONTROL OF LESS THAN 10% COVERAGE BY ALL CLASS "A","B",AND "C" NOXIOUS WEEDS (INCLUDING WITHIN THE STREAM BUFFER NOXIOUS WEED SPECIES AND THEN TO NON -REGULATED "B" AND "C"NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY AREAS SHOWN ON THIS PLAN. MINIMIZE THE GENERAL PRESENCE OF NOXIOUS WEED LIST. NOXIOUS WEED SPECIES. PLANT QUANTITY CALCULATIONS: FOR PERMITTING PURPOSES ONLY PLANTING PLANTTYPE REQUIRED PER PROPOSED BY TYPE AREA III SPACING DESIGN GUIDELINES' PLAN STREAM 11,500 SF TREES(9'OC) 138 TREES 138 TREES BUFFER SHRUBS (6'OC) 3225HRUB5 3225HRUB5 TOTAL 460 TOTAL 460 LATEST EDITION OF KING COUNTY "CRITICAL AREA MITIGATION GUIDELINES". TEMPORARY IRRIGATION REQUIREMENTS: IRRIGATION SHALL BE PROVIDED FOR 2 GROWING SEASONS FOLLOWING PLANT INSTALLATION. IRRIGATION SHALL BE PROVIDED BY AN ABOVE GROUND AUTOMATIC SPRINKLER OR AUTOMATIC DRIP SYSTEM THAT PROVIDES A MINIMUM RAINFALL EQUIVALENT OF 1 INCH PER WEEK FROM JUNE 15 THROUGH SEPTEMBER 15. IRRIGATION SHALL BE APPLIED IN A MANNER THAT MAINTAINS PLANT HEALTH, PREVENTS WILTING, AND PROMOTES DEEP PLANT ROOT SYSTEMS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 017 CURRENT PLAINNING 'din 04/11/ PLANT SCHEDULE: SYMBOL COMMON NAME SCIENTIFIC NAME SIZE/FORM QUANTITY SPACING QC DOUGLAS-FIR PSEUDOTSUGA MENZIESII 1" MIN CAL., CONTAINERIZED 58 AS -SHOWN D — WESTERN REDCEDAR THUM PLICATA I" MIN CAL., CONTAINERIZED 80 AS -SHOWN © VINE MAPLE ACER CIRCINATUM 2 GALLON CONTAINERIZED 47 AS -SHOWN O IP IPLUM CURRANT RIBESSANGUIUMRMIS 2 GALLON CONTAINERIZED 80 AS -SHOWN EDFOW RGALLON CONTAINERIZED 33 AS -SHOWN f0 —CLUSTER ROSE ROSA P/SCOCARPA 2 GALLON CONTAINERIZED 51 AS -SHOWN eb SALMONBERRY RUBUSSPECTABILIS 2 GALLON CONTAINERIZED 43 AS -SHOWN 8D — COMMON SNOWBERRY SYMPHORICARPOSALBUS 2 GALLON CONTAINERIZED 68 AS -SHOWN TOTAL 460 PLANTS SHALL BE NATIVE TO THE PACIFIC NORTHWEST, PREFERABLY THE PUGET SOUND REGION OF WASHINGTON STATE. PLANTS SHALL BE PROPAGATED FROM NATIVE STOCK; NO CULTIVARS OR HORTICULTURAL VARIETIES ARE ALLOWED. PLANTS SHALL BE NORMAL IN PATTERN OF GROWTH, HEALTHY, WELL -BRANCHED AND HAVE ALL LEADERS AND BUDS INTACT. TREES SHALL NOT HAVE SUNSCALDS, DISFIGURING KNOTS, FRESH CUTS OF LIMBS, DAMAGED LEADERS, AND/OR DEFORMED TRUNKS. CONTAINERIZED PLANT STOCK SHALL BE GROWN IN A CONTAINER LONG ENOUGH TO DEVELOP A ROOT SYSTEM THAT REACHES THE EDGES OF THE CONTAINER IN WHICH IT HAS GROWN. TREES AND SHRUBS SHALL BE WELL ROOTED AND SHALL HAVE SUFFICIENT ROOT MASS TO HOLD TOGETHER THE SOIL, IN WHICH PLANT 15 GROWING, WHEN REMOVED FROM THE POT. HIGHER y Sn 1 I 50' (r'rq� bil�®iJ snisnKDISnisn 0 Milk I I �� Y ETA �®- Y._ E 0��±m &T wL L L m R Jos "WOle sb C sb sb vm sb sb C sb sb LOWER WETTER PLANTING SCHEMATIC NOTES: �h DRIER DOUGLAS-FIR WESTERN REDCEDAR VINE MAPLE INDIAN PLUM REDFLOW ER CURRANT CLUSTER ROSE SALMONBERRY COMMON SNOWBERRY 1. PROTECT AND ACCOMMODATE EXISTING NATIVE VEGETATION WITHIN EACH PLANTING AREA. 2. PLANT MATERIAL QUALITY AN D LOCATIONS SHALL BE I NSPECTED BY TH E PLAN DESIG NER PRIOR TO INSTALLATION. 3. PLANT LOCATIONS SHOWN ARE APPROXIMATE. ADJUST PLANT LOCATIONSTO ACCOMMODATE SITE CONDITIONS, TO PRESERVE AND PROTECT EXISTING NATIVE VEGETATION, AND/OR PER PLAN DESIGNER AT TIME OF INSTALLATION. 4. PRIOR TO PLANT INSTALLATION, CONTROL NOXIOUS WEED SPECIES-SEE"NOXIOUS WEED CONTROL SPECIFICATIONS" (SHEET I). S. SEE DETAIL 2-2 FOR PLANT INSTALLATION DETAILS. PLANTING SCHEMATIC AND PLANT SCHEDULE 3' MIN. MOUNDTO DRAIN AWAY FROM POST 2' MIN. 1 5" MIN. DIA. ROUGH 10'MAX CUT WOOD FAIL - UNTREATED (TYP) CRITICAL AREA SIGN EVERY 100 FEET (DETAIL 3). 6" MIN. DIA. SQUARE OR ROUND ROUGH CUT WOOD POST - UNTREATED(TYP) s/¢" MINUS CRUSHED ROCK BACKFILL. COMPACT TO 95% MIN. DENSITY NATIVE SOIL SPLIT RAIL FENCE NOTES: w PLACE TOP OF FOOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH, POTTING SOIL SHOULD BE VISIBLE. MULCH AT BASE OF PLANT (6" MINIMUM THICKNESS) CUTCIRCLING ROOTS AND SPREAD OR "BUTTERFLY"ROOTBALL. NATIVE SOIL- MIN. 1.5 TIMES THE WIDTH OF THE ROOTBALL 0 MULCH AT BASE OF PLANT (6" MINIMUM THICKNESS) CUT CIRCLING ROOTS AND SPREAD OR "BUTTERFLY"ROOTBALL. NATIVE SOIL — 0 _ MIN.L5TIMESTHE_ HE WIDTH OFTFOOTBALL MULCH SPECIFICATION: BACKFILL WITH NATIVE SOIL. COMPACT BY HAND. PLACE TOP OF FOOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH POTTING SOIL SHOULD BE VISIBLE. :ILL WITH NATIVE COMPACT BY HAND. MULCH SHALL BE COMMERCIALLY AVAILABLE "DOT WOOD CHIP MULCH" (W W W.PACIFICTOPSOIB.COM; 425-337-2700), ARBORIST CHIPS, OR APPROVED EQUAL, MULCH SHALL NOT CONTAIN RESIN, TANNIN, OR OTHER COMPOUNDS IN QUANTITIES THAT WOULD BE DETRIMENTAL TO PLANT LIFE. MULCH SHALL NOT BE DERIVED FROM STUMP GRINDINGS AND SHALL NOT CONTAIN SOIL. HOG FUEL OR EQUAL IS NOT ACCEPTABLE. SUBJECT TO REVIEW BY THE PLAN DESIGNER, LOCAL ARBORIST AND/OR COMMERCIAL TREE TRIMMING COMPANIES MAYBE ALTERNATIVE ACCEPTABLE MATERIAL SOURCES (W W W.CHIPDROP.IN). 2 PLANT INSTALLATION DETAILS 2 NO SCALE CRITICAL AREA NON -BUFFER BUFFER �^ 1. FENCE SHALL BE COMMERCIALLY AVAILABLE POST AND RAIL SYSTEM PER THE ABOVE MIN. SPECIFICATIONS. 2. WOOD SHALL BE WESTERN REDCEDAR OR EQUAL. SPLIT RAIL FENCE AND CRITICAL AREA SIGN INSTALLATION DETAIL NO SCALE CRITICAL AREA SIGN NOTES: 1. SIGN SHALL BE.040INCH ALUMINUM WITH BAKED ENAMEL 2. SIGN FACE SHALL BE A 51 LK SCREEN DESIGN ACCEPTABLE TO THE CITY OF RENTON. 3. SIGN CONTENT SHOWN IS FOR ILLUSTRATIVE PURPOSES. SIGN CONTENT SHALL BE ACCEPTABLE TO THE CITY OF RENTON. 4. SIGN PLATE SHALL BE GREEN IN A COLOR ACCEPTABLE TO THE CITY OF RENTON. 4. ATTACH SIGN TO FENCE USING GALVANIZED LAG BOLTS. SIGNS SHALL FACE AWAY FROM CRITICAL AREA BUFFER. R=392228 u c DD c Y 3 H C O V iS C d^ N OF N 3 i A 3 d N � `o 3 Z V 0 m 0 O 6 J a Z a 0 OOl 3 o /LQ/P�L V O � CL m �= 0) L N N i Q TO Mv a I•LI )x > " a VJ J ^� QN LD LU_L LD )•4. U r V o z v a 0 Z 330 i i n ,n o00 nO on O z a a a a b r N n N 0 N ry o n 00 G DATE: 12/28/2015 JOB NUMBER: 15-159 DESIGN BY: ES DRAWN BY: EARC CHECKBY: ES Planting Plan, Monitoring & Maintenance SHEET: 2 2 OF R �to oosFoaova W T - o � 3 v \ \ \ O E N - --. - G 37+0 _ __ 36+00 LUMINAIRES C EASTINC IN s2+oo _ 379+ao772ND STREET __ J9+00 - i CD Z EXISTING_- Q UMINAIRE\ 92305906 Q Z nG I IrvAIRE EASTHUILDING r �oo REMovEO WEST Lld' i f / 0 \ \ \ 42+00 - 43 joy � 9 F z O v 'o C COX h, , \ -- CONSTRUCTION NOTES Oj INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND \ \ I yo e moo LUMINAIRE POLE SCHEDULE. 0,A ✓ A T' OINSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES ExImNG AND POLE PER STANDARD PLAN 117. 1, CONCRETE FOUNDATION, AND \ LUMINAIRE \ ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. POLE NUMBERS 10, 11, 12 AND 17 ARE TO BE PLACED BEHIND THE EXISTING SIDEWALK AND HAVE ONLY THE �'so ARTERIAL LUMINAIRE HEAD AND NO PEDESTRIAN LUMINAIRE HEAD. FOR \ , '/' EXISTING REMOVED R� / THE ARTERIAL LUMINAIRE HEAD, USE THE AEL 133 WATT LED \ �'Pip� \ ro BE REMovEO LUMINAIRE NOT TO EXCEED 700 MA. O INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET \ \ r 3, LOCATED ON SE 772ND ST AT APPROXIMATE STATION 31+48, 23. 0' RT. COORDINATE WITH C.O.R. ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER 425-430-7423 FOR SERVICE CONNECTION. \% \ LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COP STD. PEN. 122.1. OINSTALLT PE I JUNCTION BOX WITH CONCRETE PAD FOLLOWING CDR STD. O5 RUN NEW CONDUIT AND CONDUCTORS INTO EXISTING JUNCTION BOX. DISCONNECT EXISTING CONDUCTORS OF EXISTING LIGHT CIRCUIT FOR \ , e EXISTING LUMINAIRES LOCATED ON THE EAST SIDE OF SR 515. SPLICE $ \ cap@� NEW CONDUCTORS FOR NEW LUMINAIRES 7-17 TO EXISTING CIRCUIT \ LUMINAIRE SCHEDULE Q LUM. NO. POLE *CIRC. ID. NO. NO. LOCATION CPS COORD. NORTHING BASTING 166659.3804' 1302162.0204' 166637.4979' 1302273,1145' 166636.6009' 1302381.3748' 166640.3169' 1302487.8619' 166643.9753' 1302590.1921' 166648.1065' 1302700.2340' 166601.3011' 1302149.1307' 166526.8841' 1302243.2837' 166453.90OW 1302336.3029' 166375.2851' 1302439.9451' 166298.8519 1302535.0349' 166221.6618' 1302630.5410' 166212.6622' 1302742.2532' 166303.6106' 1302820.6479' 166396.7924' 1302896.2207' 166492.125V 1302969.3081' 166648.9125' 1303023.2775' OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) vIOUNTING HGT. (FT.) STANDARD PLAN # 1 A SE 172ND ST 31+22 23.0' R7 NA 14' 116.1 2 A SE 172ND ST 32+31 23.0' R7 44 NA 14' 116.1 3 A SE 172ND ST 33+36 23.0' R7 44 NA 14' 116.1 4 A SE 172ND ST 34+43 23.0' R7 44 NA 14' 116.1 5 A SE 172ND ST 35+45 23.0' RP 44 NA 14' 116.1 6 A SE 172ND ST 36+55 23.0' RT 44 NA 14' 116.1 7 B SR 515 11+92 29.0' LT 133 60 6' 4' 35' 14' 117.1 8 B SR 515 13+12 30.0' LT 133 60 6' 4 35' 14' 117.1 9 B SR 515 14+30 32.0' LT 133 60 6' 4 35' 14 117.1 10 B SR 515 15+60 37.0' LT 133 6' 35' 117.1 11 B SR 515 16+82 37.0' LT 133 6 35 117.1 12 B SR 515 18+05 37.0' LT 133 6 35 117.1 13 B BENSON RD 21+50 30.0' LT 133/60 6 4 35 14 117.1 14 B BENSON RD 22+70 27.d LT 133 60 6'/4' 35'/l 4' 117.1 15 B BENSON RD 23+90 27.0' LT 133 60 6 4 35 14 117.1 16 B BENSON RD 25+14 27.0' LT 133 60 6' 4' 35' 14' 117.1 17 B BENSON RD 26+92 30.0' LT 133 6 35 117.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. LEGEND ExlsnNvA s oO LUMINAIRE y \ LED PEDESTRIAN LUMINAIRE \ AND DECORATIVE POLE y-7 LED ROADWAY LUMINAIRE AND DECORATIVE POLE ----- PVC CONDUIT (SEE WIR4NG SCHEDULE) no ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET A WIRE NOTE O CONSTRUCTION NOTE 14 HIOPL GBINET CROSSWALK A, �0 tih /z // WIRING SCHEDULE / / A/ o„ 40 scale \ ao T- 9 UNDERGROUND UTILITY NOTE: CAUTION: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS LOCATION OF EXISTING UTILITIES SHOWN IS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S UTILITIES MAY BE LOCATED. FAILURE TO DO 50 COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE RESPONSIBILITY TO POTHOLE AS REQUIRED COST OF REPAIRS TO THE SERVICE)- AND FIELD VERIFY LOCATION UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. ��ONDUIF CONDUIT CONDUCTORS NOTES RUN SIZE ZL 1 2.0 PVC SCHEDULE 40 2-#8, 1-#8 GREEN 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN 3 20 PVC SCHEDULE 40 2-#8, I GREEN OTOCELL P CELL 4 2.0" PVC (SCHEDULE 40) 4-#8, 1-#8 GREEN 3-#14 PHOTOCELL 5 2.0" PVC (SCHEDULE 40) ESE POWER IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANWORTAnON OPEnnnON cbarnes 04/07/2017 ' 16�y�AIII TJAMEX TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 7— Nt wz 0 � x FI 3 TO W 3 OIL C v m P -` o CY a w 0 F n.LP' SATES (MYTH RD PMibIP LABOR(Mrt4E uMKMASILLMKfi NOT VOM MEANT nc HAS Of cma4 (wwrtEul axmmNEPROOF PAN GOES LAW NMBfAKSUPER. SOM IR ON R MAN SO ay. Iz If ' R.AIOAN muai uUtlww ME BRis-u-wR-albwSM HERE cLANE (w I➢MR.N mLkE BASE PLATE EIGHT RIF vmW �EA %� m aMwYRmw wI NR MWM RANGE OR SIR SELL PLATEWELT PSI sXa SORT NAL yAM FORMATION IN MAR0Y SECTION ANNUALa[ ry TO SAM GMFi!£ FIRM RAN. Must PER LTER 0..E UM� T HARVESa . TROO THE I'AS mNNEY ad "Mal N xon elr 3' MAN MO L AT � 1tHM Iw`=A" Ili FOUNDATION OETNL N YM ME (ONE 1/4' STEEL PLANE tDETA71�HS RE MT Y (R www auvuCL RUM, brs MNE¶ w[e M cRUH ) AN1 P[ryL(�(_LBA�� AILAIL ! x TLXORL LW�LRjILT ELrLTE DETAIL ATLI S NSA AT MIAMIAN NESTLEAM M 11IDik J/4 W(rel PEA IN/r NEv xms. SAE 6MO NOR ADwu MD wOLA WBAPERS;TO (6 A[bSEE MS MEETT OW R R s, ANCHOR RD T ASSEMBLY DEPAL POLE ELEVATION FOUNDATION DETAILS CTn TAT AN - IIR 1 PUBLIC WORKS I NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE DEPARTMENT FIXTURE AND POLE DETAILS M1PER wlMeml F I wa '+a „u"Aw ARt uwHEIK I I ` IgwX.�,a INam) M MIN, 01 1/2" WIREWAY MLQHUIPT LORIMAR MAINLINING ARM DETAILS LUMINAIRE ADM MOUWMD BRAL'XET DnAlu PUBLIC WORKS WMINAIRG ARM AND MOUNTING BTO. PUN - 117.3 DRPARTNCN'f BRACKET DETAILS ,,,A,-M r/ 10 , I AgDOM W : ) SEE # AAN d FAMAN w=C-277V MANDATE NOTAR, AN "` E 1 +� EALLS) PASS BASE P�[E OELAL ERf �Tm CEO STILL SENT OI ` L>sxPm� JPMNL NEXT Er "I FORM AWARE) RAL wxnu" TAro EN FARM 4 "LuR f 14- 1M Re Bwl ON ME m,Rm ANCHOR SOFT i✓' WAYNE "—pIpWSBiY 11 FINER ABUSE MTN 'E 0 LLK FDIINf1ATIX! SECTION _ ORIENTAL Y __ r gNiO ibf r0 COME MYTH PENN Ml� IN ION SENT fWNnlw AD HOMES AND ^N° I PIPES ARRU THIN 10' \ p RO 3C V a RESPONSE. wofA 1 E E'C K N'®M I NAMESLRE lFD LYu'tiWR 5 AN EXTEND NIPPON OR SHE TO M 272V STRIPS MEN 1— e 4Ea. AN PUT cuNELCASE I R LIMITaLED FAR SOME INFO STATENAND aek ( MOLgATO TRIM NR o DEV WITR.;SN Rw 33 121 IN RARE TOASTER. R i WEAKNESS STEPHEN AT , AD DN uwgl FLEYEAR WOOL MONTH ME TERM Mp v U I FIR HIT ABION RIMS, SR LNS MIT - POLE ELEVATION � NNNPS RLl'- o' gl MIRE $ N AREMOVE COVMATON DCME ROBTRAN UNIONS MA HALF MR) ABEF AFFORD AT OW walls HONESTA ARE - IN/i PAUL Purl roa TLA A.E,ME C rcTT �:RH AM ON w E EARN ON, DAMON) A4MCR DETAIL BUT THREAT DETAIL _. @'f9LVi11XNIXON . ANN PREFER FLAT 4 'o ar Lp R Ire) ROSMAY i b 1 HEX AM, REEL TO WEST) w EATON s l6 �e THE AFIAT Nww BegPAT ANCHOR BOLT AND BLY Df@h FOUNDATION I ETAILM ARTERIAL STREET STD. PLAN - 117.1 A A PUBWC WORKS DSDOMTIVE ROADWAY WMINAIM POLE DEPARTMENT -I _ 25 DETAiu Enm Npe. 5/I INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER. 50' F OR ABOVE. 1 NUMBERING 2 E%NAPIES 3 a C LED TYPE 5 7 WATTAGE CURB MOUNTING !a. HEIGHT LAC 15 FEET 45 TRAFFIC FLOW PLAN VIEW 1-3/4- TO 3' 2' TOEN 2 /B SON TO 10 3' DEGEL REFLECTCAIZED GOTHIC COLD OR WHITE LECEND (AN BLACK BACKGROUND aPUBLIC WORKS STREET LIGHT STANDARD PLAX DEPARTMENT ENT DECAL NUMBERING SYSTEM -lMlK4tl1A� CALIT/ON; LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). T-392202 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS I TRMSMTAM OPERATOR cbarnes 04/07/2017 TJAMEX TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 4-C,-17 an 0 D K �G e. GREGET LIGHT POE Jumcflm Box PLAN VIEW I a• BEEP SIDE VIEW - LIGHTING STANDARD & JUNCTION BOX I PLAN VIEW I' INDIVIDUAL JUNCTION BOX NOTE CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD t PUBLIC WORKS CONCRETE PAD DETAILS OVER: rt DEPARTMENT it Y ( III 4P e a BRIJ BID ( \ II � 8Y RyRRa °� o ;p�p. POP sg@ Y3-ail _ °Ht Its 11piE�5 E �S-' p2 II; �I g se ros i„ dIG WHR t/ 2pl(ilit & �8g AM 3e=Y A 4-........ S z j 0 a N a. v 5. Q (0 til N W S em. PLAN - 1=.1 PUBLIC WORD BlRVIGE CABINET DO'1Rf16NT WITHOUT ED$ AM / h SPLICE KITLOAD LINE DIAMETER 9 ME SIDE ViEd I reRMwAL FUSE KIT FUSE KIT & SPLICE KIT DETAILS � ADOPTED CITY OF REN'tt1N Stmd°rd plea+ EST DATE: II/5/96 DWG. NAME: JR-12 SP PAGE: J013 STREET LIGHTING CONTACTOR CABINET WIRING .SCHEMATIC TYPE III SERVICE 120/240 VOLT MALM WAS CUAR MEN spe"p AN ALL mw MISSTEP NEAREST W MINAIRE IDG q MAN BREAKER (MIX) R POl£ 340 VOLT BRANCH BREAKERS TEST 16 AGUE tlRNIT MPES TO LIGYRNG RUNS PLUG TO GROUND UA WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE MRE (GROUND) 81D. - x PUBLIC WORKS STREET LIGHTING CONTACTOR PLAN 1EB DEPARTMENT CABINET 3CHEMATIC cugNrt EN1R. AREA SIWBXI RNi 9E�E ITID�Di -eoetl L...I FIGHT MEW AND WIN smrrr I l>.T n°uT.°T m wm. AM- l. w.tl SN nagtl NIuwX qT pn....n ..n. s ma IF � � J SIDE VIEW M aenxn PAN NEW CABINET FOUNDIVRON MOUNT BAD RAC%uigsysii�u lead ftlNognd For NOTES see Std. Plan 126.2 tl � � PUBLIC WORKS CABINET FOUNDATION DETAILS 94; 129.1 OEPARTNENT ' 1 I AID mom' I rl� IIIGROLA ICJ OPMERE RAMADA NoiEs. I. EQUIPMENT WOUND 'MRE k BARE MRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE ME POLE XANDHDIE. ALL BONDING h GROUNDING CONNECTIONS SMELL REMAIN ACCESSIBLE FOR INSPECTCN AND MAINTENANCE 2 Y THE R%NRE MANUFACTURER HAS MADE PROt15CN FOR ME ATTACHMENT OF q GROUND WIRE q GREEN INSULATED MIRE OF THE SANE 51ffi SHALL BE PUN FROM TXE it%NRE i0 THE GROUND WC INSIDE THE POLE NANDNOE. IF THE FUTURE MANUFACTURER HAS q piNNO LUG A EB GREEN INSULATED PARE SHALL BE RUN FROM ME FIXTURE MOUND W6 i0 THE POLE GROUND LVC. An PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM T�affEx TRAFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 INCOMPLIANCE WITH CITY OF NEWTON STANDARDS cbarnes 04/07/2017 T- 392203 Y Y N �I 0 IS SIGNAGE EXISTING NEW R3-802 ONLY ONLY ONLY EXISTING LEGEND NEW -7z/—► 0 z �/ ®�•�rr g •r� / VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEADXX LIGHTING AND/OR MAST ARM STANDARD / EMERGENCY VEHICLE PREEMPTION DETECTOR (EVP) / CONTROLLER CABINET / ELECTRICAL SERVICE CABINET / MAST ARM SIGN / CONDUIT PS POLE, HEAD & PUSHBUTTON PPB POLE & BUTTON --/ CONSTRUCTION NOTE WIRE NOTE SIGN NOTE �0000%� ee 2 000o s-A eeee / 22 ° e e 8 Xo 88 / 82 81 20 feet ONLY PERTINENT SIGNAL DETAILS SHOWN 61 62 / / A ° CONSTRUCTION NOTES / 01 CONSTRUCT FOUNDATION AT STA 20+97, 67.4' LT, AND INSTALL NEW % 10 PPB POLE PER WSDOT STANDARD PLAN ✓-20.15-03. RELOCATE EXISTING PUSHBUTTON FROM SIGNAL STANDARD TO NEW PPB POLE BUTTONRMOUNTED ON BACK SIDE OF POLE, SEAL ANY HOLES IN SIGNAL F/I ELECTRICAL SWITCH CABINET OCONSTRUCT FOUNDATION AT STA 21+13.8, 41. 7' LT., AND INSTALL NEW PPB POLE PER WSDOT STANDARD PLAN ✓-20. 15-03. RELOCATE EXISTING PUSHBUTTON FROM SIGNAL STANDARD TO NEW PPB POLE BUTTON ON BACK SIDE OF POLE. SEAL ANY HOLES IN SIGNAL STANDARD. OCONS TRCUT FOUNDATION AT STA 21+16, 32.5' RT PER WSDOT STANDARD PLAN J-20. 16-02. RELOCATE EXISTING PS POLE INCLUDING PEDESTRIAN HEAD AND PUSHBUTTON. MAKE ELECTRICAL CONNECTIONS AS BOFORE. 8 O REMOVE EXISTING 3-SECTION BALL DISPLAY SIGNAL HEAD NO. 82 AND REPLACE WITH EXISTING 4-SECTION SIGNAL HEAD NO. 81. REPLACE SIGNAL HEAD NO. 82 GREEN BALL DISPLAY WITH GREEN ARROW DISPLAY IF POSSIBLE. OTHERWISE INSTALL NEW 3-SECTION SIGNAL HEAD NO. 82 PER SIGNAL DISPLAY SCHEDULE. MAKE ELECTRICAL CONNECTIONS AS BEFORE. • OS RELOCATE EXISTING JUNCTION BOX BEHIND SIDEWALK ADJUST CONDUIT AND CONDUCTORS AS NECESSARY O NOT USED. /O7 REMOVE EXISTING PAVEMENT ARROWS. / O8 INSTALL NEW WATER REFLECTIVE THERMOPLASTIC LEFT TURN ARROW / Og INSTALL NEW WATER REFLECTIVE THERMOPLASTIC SHARED LEFT AND RIGHT TURN ARROW / 10 REMOVE EXISTING LANE USE SIGN AT APPROXIMATELY STA 23+08, AND REPLACE WITH NEW 36" X 30" R3-802 LANE USE SIGN. / EXISTING NEW / SIGNAL HEAD DISPLAY SIGNAL HEAD DISPLAY R • 12" R O 12" R O 12" R • 12" / Y O 12" Y (� 12" Y (� 12" Y O 12" G O 12" G O 12" G O 12" G O 12" G O 12" HEAD NO. HEAD NO. G O 12" 82 81 HEAD NO. HEAD NO. 81 82 NOTES. VEHICLE SIGNAL HEADS SHALL HAVE LED SIGNAL DISPLAYS WITH ALUMINUM HOUSING, TUNNEL VISORS, SQUARE DOORS AND TYPE M MOUNTINGS. GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RENTON DEVELOPMENT STANDARDS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (CURRENT EDITION), AND THE WSDOT STANDARD PLANS. 2. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL PER MUTCD DURING CONSTRUCTION, IF NECESSARY 3. ALL NEW TRAFFIC SIGNAL HEADS SHALL BE MCCAIN TRAFFIC PRODUCTS BRAND. 392204 *NEW CONDUCTORS - ALL OTHERS EXISTING PER SIGNAL AS-BUILTS CAUTION: LINOER0R0LIN0 UTILITY NOTE: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT ACCURATE YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS OR ALL INCLUSIVE. IT IS THE C CONTRACTOR'S BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND RESPONSIBILITY TO POTHOLE AS REQUIRED UTILITIES MAYBE LOCATED- FAILURE TO DO SO COULD MEAN AND FIELD VERIFY LOCATION UTILITIES BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE PRIOR TO PROCEEDING WITH CTI CONSTRUCTION. COST OF REPAIRS TO THE SERVICE). IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 04/07/2017 TJAMEX TRAFFIC' EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 a-6-17 Ln O N N O ry e v x E� _ — CD z 10 0 10 20 scale feet WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE 1 20 PVC SCHEDULE 40 2—#8, 1—#8 GREEN 2 .0 2LE PVC SCHEDU 80 2—$$ 1—#8 GREEN 3 EXISTING EXISTING 2—#8, 1—#8 GREEN 2.0" PVC (SCHEDULE 40) NEW 2— 8, 1— 8 GREEN CONSTRUCTION NOTES OINNSTALL TRAFFIC LOGIX VARIABLE MESSAGE, SOLAR SPEED RADAR SIGN WITH BATTERY BACKUP, MODEL—SAFESPACE 650, IN FRONT OF 16824 106 TH AVE SE. TO BE LOCATED 4 FT FROM EDGE OF PAVEMENT AND 5 FT FROM TOP OF EXPOSED CULVERT ON A 14 FT ALUMINUM PELCO POLE WITH BREAKAWAY BASE ON CONCRETE FOUNDATION TO BE APPROVED BY THE CITY CONTRACTOR TO VERIFY THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. OINSTALL TRAFFIC LOGIX VARIABLE MESSAGE, SPEED RADAR SIGN NEAR THE SOUTHWEST CORNER OF 16814 104TH AVE SE TO BE LOCATED 2 FT FROM CURB AND 2 FT FROM THE EXISTING END OF SIDEWALK ON A 14 FT. ALUMINUM PELCO POLE WITH BREAKAWAY BASE ON CONCRETE FOUNDATION TO BE APPROVED BY THE CITY CONNECT SPEED RADAR SIGN TO CONDUCTORS. SIZE CONDUCTORS TO MANUFACTURES REQUIREMENTS. CONTRACTOR TO VERIFY THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. THE SYSTEM WILL BEA 120V CIRCUIT FROM THE SERVICE CABINET TO THE RADAR SIGN. OINSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD. PLN. 120 OROUTE NEW CONDUIT AND NEW SPEED RADAR SIGN CONDUCTORS INTO EXISTING JUNCTION BOX. OPULL NEW SPEED RADAR SIGN CONDUCTORS THROUGH EXISTING CONDUIT OCONNECT NEW SPEED RADAR SIGN CONDUCTORS TO EXISTING ELECTRICAL SERVICE. MODIFY SERVICE AS NECESSARY TO CREATE A NEW CIRCUIT FOR THE SPEED SIGN. CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 7-300-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). T- 392205 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS I cbarnes 04/07/2017 T�affEX TRAFFIC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 T —7