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HomeMy WebLinkAboutLarge FormatCOMPACT 5TALL5 25 ACCE551BLE STALLS 4 TOTAL PARKING 15 rmE:) GARAGE PLAN LEVEL Gl 1 \ 5GALE: 1/5"= 1'-0" z jjj _ v) cc Q CL uj sue.. }— 74 ti? ry'u i Z O W co (D C *mv c CL o as U a L LL r=j JUL1- 12, 2002 V� SHEET NO. c A2ml m a A 200202 N WILLIAMS AVENUE SOUTH BUILDING PLAN LEVEL L Z 0 w o� Ca c E ca as V Z a LL JUL1' 12, 2002 E cc SHEET N0, A2m2] m m a -R 200202 N _ s�- c) -off 3 M I C R C�� - FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. FILTER FABRIC MATERIAL 6" 2" BY 2" BY 14 GA. WIRE ' FABRIC OF EQUIV. PROVIDE 3/4" — 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2" BY 4" WOOD POST —� ALT: STEEL FENCE POSTS. BRUSH BARRIER N TS EXISTING GROUND EXISTING GROUND 15' MIN. 2,-0„ 5'-0" 1 ?/96 REFORMAT TO 11 "x17" " i\ T E REVISION z w w R/W m Q ry a_ ULL- < w Q � w� �w r12" 00 100' MIN. (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) R=25'MIN I EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD PLAN N TS Q 0 Q ry NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1: 1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE DETAIL Y p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DRT I DWG. NAME: BR21 SP PAGE: B066 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with 'fines is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right—of—way. 12/96 REFORMAT TO 11"x17- D/-JE REVISION TEMPORARY CONSTRUCTION ENTRANCE Gti'ty p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DCV DRT RV ADDQ DWG. NAME: BR23 SP PAGE: B068 1" = 20' 0 0 ¢--- I ¢ V) 0 I ¢ LD 'I ¢ I 'I L o ¢ 'I Q I V) �I j) Q I ,. LD o I ®I 60' R � o co O SILT FENCE SEE DETAIL THIS SHEET LEGEND • • • SILT FENCE E@ PROPERTY LINE INLET PROTECTION SEE DETAIL SHT C2.2 GRAVEL CONSTRUCTION ENTRANCE 15'x5C' SEE DETAIL THIS SHEET PROPERTY LINE INLET PROTECTION SEE DETAIL SHT C2.2 SURVEYM. SCAM. AS INDICATED ""v° SITrS & HILL MvftL.H. ENGINEERS INC. K.B. OW WH DATUM D. AT FW SMF CIVIL STRUCTURAL ■ SURVEYING IF 1r ONE WCH NO. REVISION BY DATE APPR an a itsriww J 9C/LLE ACCOROINOLY SILT FENCE SEE DETAIL THIS SHEET x SILT FENCE SEE DETAIL THIS SHEET DEVELOPMENT T' CITY GF RENTON N � o`o Ai JUL i 2 2002 ECEIVEI �H= NLY 2a 2003 TEMPORARY EROSION CONTROL PLAN AND DETAILS 07-08-02 CHATEAU de VILLE CONDOMINIUMS n`°BOM, 4850 CALIFORNIA AVE SW SUITE 200 MW ow,wxc NO. SEATTLE, WA 98116 C1.0 (206)-937-7140 OF: _F 6' MIN STANDARD APPROACH A �--- 8' MIN --� 3' MIN 1 3/8" EXPANSION JOINT HALF PLAN A 2'-6MIN �V-3"MIN MIN 4 1/2" MAX (BEVEL WHERE POSSIBLE) HALF ELEVATION CEMENT CONCRETE CURB AND SECTION SHOWN (SEE STANDA FOR OTHER CURB DESIGNS) 3/8" EXPANSION JOINT __E6" MIN /I THICKENED EDGE OF APPROACH TO FULL DEPTH OF CURB c,L 6' MIN PLANTING STRIP OPTIONAL APPROACH B 5' �^ 7'MIN PLANTING STRIP / 6' MIN 3/8" EXPANSION JOINT NOTE: USE OPTIONAL APPROACH ONLY WHEN A SIDEWALK IS USED AT THE BACK OF THE APPROACH AND THE SIDEWALK IS SET BACK TO A MINIMUM OF 6' FROM CURB. HALF PLAN B 2'-6" 2'-6" MIN MIN 4 r 1 /2" MAX --} (BEVEL WHERE POSSIBLE) HALF ELEVATION MIN 6" THICK SIDEWALK IN APPROACH AREA SIDEWALK APPROACH 12'MIN i NOTES: 1. A MINIMUM 3' WIDE ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ALL 6. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PEDESTRIAN ACCESSIBLE AREAS. PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND 2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15' PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED. PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST 1 /4" WIDE. CURB RAMPS. 7. CEMENT CONCRETE APPROACHES SHALL BE CONSTRUCTED OF 4. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE AIR -ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED SIDEWALK. ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES INTEGRAL WITH CURB. EXCEPT AT END OF RAMP NEXT TO ROADWAY. 5. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 4`97 REPLACE SP PAGE: F005.2 OF 8 10 )ATE REVISION FRAME, AND ROUND SOLID LOCKING COVER WITH 1 /2 ''- ALLEN HEAD SCREW LOCKS RIM ELEV. - MATCH FINIS` ! GRACE 4" PVC TEE FOR EACH PUMP. REDUCE TO 2" FOR PUMP #1 AND 2" AND 3" PIPE FOR PUMP #3 - 1 /2" POLY LIFTING LINE SECURE TO CATCH BASIN RING PUMPS - 3 REQUIRED DESIGN LOW WATER ELEV 29.00 ELEV 20.50 BOTTOM ELEV 19.00 6" CONCRETE BLOCK CEMENT CONCRETE CURB AND GUTTER SECTION SHOWN (SEE STANDARD PLANS FOR OTHER CURB DESIGNS) 3/8" EXPANSION JOINT OPTIONAL -T6" MIN --I 18'� THICKENED EDGE OF APPROACH TO FULL DEPTH OF CURB CEMENT CONCETE SIDEWALK AND APPROACH DETAILS G~�Y p� ADOPTED CITY OF RENTON NA STANDARD PLANS LST DATE: 4/97 :DT )Vi ADDp n DWG. NAME: FR-03 SP PAGE: F005.2 SEE PUMP STATION NOTES AT RIGHT F.G. ® PARKING GARAGE REMOVABLE 4" CAP OR PLUG PVC FLOAT SUPPORT PIPE WITH 3 FLOAT SWITCHES o a _I VAULT STEPS IPUMP #3 CONTROL lk PUMP #2 CONTROL PUMP #1 CONTROL DEAD STORAGE BOTTOM • t . •°° ...=... i i=iTi=Ti=i i i=i i i=i i i= 5'x5' MIN SUMP SECTION A -A FLOW CONTROL STRUCTURE N.T.S 0 J NO. 0 I o� REVISION ELEVATION iI , ° + N° = Z_ OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS PIPE SUPPORT (SEE NOTE 3) 3"x .075" ALUMINUM OR .079" STEEL INVERT ELEV. PER PLANS RESTRICTOR PLATE WITH ORIFICE (SEE NOTE 9) _OUTLET PIPE SEE NOTES 5,6 Z M 0 I N ROUND MANHOLE COVER WITH LOCKING BOLTS MARKED 'DRAIN' (SEE DWG NAME BR29) HANDHOLDS 4" MIN 16" MAX -STANDARD GALVANIZED LEV.STEEL LADDER/STEPS 2' MIN -CLEANOUT GATE: SHEAR GATE 8" DIAMETER MIN. (SEE DWG NAME D-27) INLET PIPE ® OR PIPES / � e 54" MIN DIAMETER 1-4 SECTION A -A r-L_r\ly VILVV T ELEV. REMOVABLE WATER -TIGHT COUPLING - 1. Except as shown or noted, units shall be constructed in accordance with the requirements for Catch Basin Type 2, 54" minimum diameter. 2. For details showing grade ring, ladder, steps, handholds, and top slabs, see Standard Plan "Miscellaneous Catch Basin Details". 3. Pipe supports and restrictor/separator shall be of the same material, and be anchored at 3' maximum spacing by 5/8" dia. stainless steel expansion bolts or embedded 2" in wall. 4. The rest rictor/separator shall be fabricated from .060" aluminum, or .064 aluminized steel, or .064" galvanized steel pipe: in accordance with AASHTO M 36, M 196, and M 274. Galvanized steel shall have Treatment 1. 5. Outlet shall be connected to culvert or storm pipe with a standard coupling band for corrugated metal pipe, or grouted into the bell of concrete pipe. 6. The vertical riser stem of the restrictor/separator shall be the some diameter as the horizontal outlet pipe, with on 8" minimum diameter. 7. Frame and ladder or steps are to be offset so that: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and gate. C. Frame is clear of curb (if any exists). 8. Multi -orifice elbows may be located as shown or all on one side of riser to assure ladder clearance. Size of elbows and placement to be determined by the Engineer. 9. Restrictor plates with orifice as specified in the contract plans. Omit plate if for oil pollution only. Specified opening to be cut round and smooth. 10. Cleanout/Shear gate: -Aluminum alloy per ASTM B-26-ZG-32a or cast iron ASTM A48 Class 308 as required. -Lift Handle either solid or tubing with adjustable hook as required. -Neoprene rubber gasket required between riser mounting flange and gate flange. -Mating surfaces of lid and body to be machined for proper fit. -Flange mounting bolts shall be 3/8" diameter stainless steel. 11 Alternate cleanout/shear gates to the design shown on dwg. D-27 are acceptable, provided they meet the material specifications above and have a six bolt, 10 3/8" bolt circle for bolting to the flange connection. 12. Cleanout gate shall not open beyond the clear opening as shown on "Max Opening of Gate" on dwg. BR05 by limiting hinge movement, stop tab, or some other device. PLATE WITH _ SPECFEEDS ELBOW DETAIL 12 96 1 REFORMAT TO 11 "x17" DATE I REVISION 3" CHECK VALVE, DISCHARGE PIPE AND UNION FOR PUMP #3. 2" CHECK VALVE, DISCHARGE PIPE ` AND UNION FOR PUMP #1 & #2. a PVC TRUE UNION BALL VALVE (TYP.) • MATCH PIPE SIZE REMOVABLE 4" CAP OR PLUG °° VAULT STOPS z ' - Z Uo :2 J a Uj . NU o� 9 ° G • • . . ° . a • PLAN VIEW 14 NOMM Ste: NONE ONE MCN AT FULL SCALE F NOT ONE NICH SCALE ACCORMINOLY VERTICAL: NAVD 190E HOMONTAL. W1D IN3/1991 DATU M SITTS &HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL m SURVEYING •w IL 40 K IM161& 4*4110 FLOW RESTRICTOR/OIL POLLUTION CONTROL TEE TYPE y p� ADOPTED CITY OF RENTON STANDARD PLANS 'A�'N1Oo LST DATE: 12/96 DWG. NAME: BR-04 SP PAGE: B029 NOTES 1. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 2. PUMPS AND VALVES ARE VISIBLE FROM TOP. 3. CLIMB -DOWN SPACE IS CLEAR OF PIPES AND PUMPS. 4. LOCATE AS NECESSARY TO TO PROVIDE MIN. CLEARANCE AS SHOWN. PUMP STATION NOTES 1. PUMP #1 AND PUMP #2 ARE HYDROMATIC SW25, 1 /4 HP EFFLUENT PUMPS WITH PIGGY BACK FLOAT SWITCHES AND 1-1/2" DISCHARGE PIPING. 2. PUMP #3 IS HYDROMATIC SPD 100H, 1 HP EFFLUENT PUMPS WITH PIGGY BACK FLOAT SWITCH AND 3" DISCHARGE PIPING. ALL ARE CONNECTED TO THE 4" DIAMETER DISCHARGE. PUMP FLOAT CONTROL SETTINGS PUMP #1 ON ELEV. 21.00 OFF ELEV.20.00 PUMP #2 ON ELEV. 25.00 OFF ELEV.24.00 PUMP #3 ON ELEV. 28.25 OFF ELEV.27.25 OM &toNAL IN r� L � � Jui.Y a2oos NOTES & DETAILS CHATEAU de VILLE CONDOMINIUMS 4850 CALIFORNIA AVE SW SUITE 200 SEATTLE, WA 98116 (206)-937-7140 07-08-02 FEL1XKX 4 ORAWMO Na C2.1 SHEET. OF. IIIII c A- c- -0 9 EROSION CONTROL NOTES 1. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL_ 13E CORRECTED BY THE APPLICANT AND / OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT / COATRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DES/ICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT / CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND / OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA THAT HAS BEEN STRIPPED OF VE13"ETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING FIVE DAYS, ALL DISTURBED ,AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY AUGMENTED WITH MULCHING, NETTING OR OTHER :'ROCEED, HOWEVER, WHENEVER IT IS IN THE TREATMENT. INTEREST OF THE APPLICANT / CONTRACTOR, BUT MUST BE 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND / OR 11-IONTRACTOR SHALL NOTIFY THE CITY FORTY EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NUMBER 1 - INSTALLATION OF EROSION CONTROL FACILITIES / PRIOR TO CLEARING. INSPECTION NUMBER 2 - COMPLETION OF CLEARING. INSPECTION NUMBER 3 - UPON COMPLETION OF EXCAVATION, FILLING AND EARTHWORK. INSPECTION NUMBER 4 - COMPLETION OF PROJECT. INSPECTION NUMBER 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH AFr;ROVED PLANS AND / OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE 1992 KING COUNTY STORMWAiER MANAGEMENT MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAII',4ED ON SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT OF WAY. SILT FENCES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX INCH OVERLAP AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY EIGHT INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALT_ BE STAPLED OR WIRED TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIREC-ILY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. EXISTING FRAME AND GRATE -- RETRIEVAL STRAP t to P0 NOTES �mm`l OVERFLOW PROTECTION EXISTING GRADE GEOTEXTILE FABRIC SEDIMENT ACCUMULATION 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. 2. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT. CATCH BASIN INSERT *3003 OR ADVANCED ENVIRONMENTAL SOLUTIONS STREAM SENTRY DIRTRAP. 3. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN PROTECTION DETAIL N.T.S GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATION OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," 1996 EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF STANDARD DETAILS, THE CITY SUPPLEMENTAL SPECIFICATIONS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ONSITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARDS CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE RAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF RENTON. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. MICROFILM[ 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. DESM. H "AD 1W3/1 1 SITES & HILL NOTES AND DETAILS NONE L.H. ENGINEERS INC. CHATEAU de VILLE CONDOMINIUMS 13. DO NOT DRIVE OVER OR FILL SILT FENCES. WAS• K.B. ONE INCH DATUM 4850 CALIFORNIA AVE SW SUITE 200 owam, D AT FULL SGLE CIVIL ■ STRUCTURAL ■ SURVEYING SEATTLE, WA 98116 N ane ncx+ NO. REVISION BY DATE APPR A SCAXA0CompoLY awa�s�ww� N�.w (206)-937-7140 07-08-02 ►�: C2.2 sHM. OF: A- 0 �4$ > F" d) CL CL a_ NO. 101 .15 O DOOR NO.103 .03 O DOOR o° i� w 5+00 SD— F O 8"CLAY S INV 30. 6 12"CLAY E INV 30.01 V) 12"CLAY W INV 30.01 D 10 n D = W z .I*- FI-1 nCTl 97rT PIPE R/W 12 PLAN VIEW 1 "=20' NO. REVISION -Z� PLAN VIEW 1 "= 20' FF=38.30 O DOOR CONTROL PT. (MON) HOUSE NO. 110 FF=38.67 O DOOR %cA,nCAL: wWD ,YES 1 "= 20' "MMWAL' WO 103,,9Y, R Cl T Y OF RENTON ONE �" DATUM I AT FUL WALEPlanning/Building/Public Works Dept. F "or OW ua+ SC" ACCONNALT HOUSE NO. 101 FF=39.15 O DOOR HOUSE NO. 103 1� MICROFILMED C+ M PACE: DRANIfQ' "a C2.3 SHM. OF: 4" 90' BEND (MJ) 4" FOST INDICATOR VALVE (MJxMJ) PANTED BLUE F2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 2" 13 LF 4" D.I. 4" 90' BEND (MJ) 1 7'-O" 0 _ 4" FLxMJ ADAPTOR 4" FLxMJ ADAPTOR -' LADDER �r SUPPORT BAR' 2'-4" GENERAL NOTES: ' PER OSHA ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR • - PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE 00 REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH - EPDXY NON -SHRINK : , OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH 2'-4" CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE GROUT CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD 4" TEE (MJxFL) DETAILS). 4" TEE (FL) - NOTE: DEADMAN BLOCK SHALL BE DESIGNED PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED AND INSTALLED SO IT BEARS AGAINST STEEL PLATE COVER. OUTSIDE DIMENSIONS DEADMAN BLOCK SUFFICIENT UNDISTURBED EARTH SO AS TO 4'-8"x7'-0". (EQUAL TO PIPE INC., OR UTILITY VAULT REQUIRED WITH SUPPORT THE DESIGNED THRUST. WITH 57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) -- SHACKLING TO TEE 6",4" OR 3" GATE VALVE (FLxFL) NON -RISING STEM -TOUCHREAD PITLID SENSOR MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, WITH HAND WHEEL EQUAL TO MUELLER CO.A-2380-6. COVER EQUAL TO OLYMPIC FOUNDRY CO. 3" 4" STANDARD 8" TOP SECTION, WITH 6" OR 4" (FLxPE) CEMENT LINED REGULAR BASE SECTION LENGTHTO FIT. DUCTILE IRON PIPE CLASS 52 VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE B090) 3'-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY cv 6", 4" OR 3" GATE VALVE PACIFIC WATER WORKS CO. INC. o I `) (FLxMJ) EQUAL TO MUELLER r` CO. A-2380-20. 12" AROUND 0 12" i 6",4" OR 3" COMPOUND WATER METER (FL) -• EQUAL TO SENSUS SRH COMPOUND METER WITH TOUCHREAD PITLID REGISTER & SENSOR. REDUCE AT METER WITH 4"X3" FLxFL CONCENTRIC REDUCER. BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL 41 CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS. 14" - 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. -6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC OR APPROVED EQUAL. 3", 4" & 6" COMPOUND METER SERVICE Gti'ty p� ADOPTED CITY OF RENTON t "A STANDARD PLANS IT LST DATE: 12/96 1_1i22 96 IADD TOUCHREAD & SENSUS SRH MODEL METER I DCV I AG I.)AT E I REVISION I BY JAPPRd DWG. NAME: BR44 SP PAGE: B108 NOTES: -- W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 6" 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. • • •• B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". (CLASS A DESIGN) i 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. - W SEE NOTE 4 ( ) LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 6>> STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE rW (SEE NOTE 4) ;k7_LIMITS OF' PIPE ZONE 1'-0" BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1 /4 I.D. 12" MAX. * * ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1 /2 O.D. 1 /8 O.D. O.D. - * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. (CLASS F DESIGN) 4•-4-97 Corrected note 4 1 DCVj DT BEDDING FOR FLEXIBLE PIPE 2- 21-91 Revised notes, 4,5,7,& 8. Added note 6 1 KJ I ---- I)ATE REVISION I BY APPR PIPE BEDDING FOR SANITARY SEWER y p� ADOPTED CITY OF RENTON STANDARD PLANS rfO� LST DATE: 4/97 DWG. NAME: BW 18C SP PAGE: B077 CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF RENTON FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH CITY OF RENTON. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF RENTON. 5. BEGIN ROUGH GRADING OPERATIONS. THE CONTRACTOR SHALL INSURE THAT NO SILT LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 6. INSTALL REMAINING UNDERGROUND UTILITIES, DRIVEWAY APPROACH, SIDEWALKS AND COMPLETE GRADING. REVEGETATE ALL SLOPES AND DISTURBED AREA. 7. STABILIZE SITE AND CALL FOR FINAL INSPECTION. 8. WHEN SITE IS STABLE, REMOVE EROSION CONTROL FACILITIES. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CIiY OF RENTON PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION / DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.03). GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN AND CONSTRUCTION STANDARDS. 2. APPROVAL OF THIS ROAD, GRADING AND DRAINAGE PLANS DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY INSPECTOR, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE. 6. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 7. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY (WSDOT 2-06.3). 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS 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 WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATION 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. I C R Ct I- # # 1 lvlf7# 10' _' �O 20 9 �4 n E L I MHOM A L O��S,QrO 3TE4G1 NAL >v E amm IDLY a mm SURVEYED: SCALE DES, NONE � tm-. w�w,aee SITfS &HILL NOTES AND DETAILS 19 r,oR�zoroTiu: w�D ,�i,�, L.H.ENGINEERS INC. CHATEAU de VILLE CONDOMINIUMS mvfto K.B. °"E °�x' DATUM 4850 CALIFORNIA AVE SW SUITE 200 WC* R D AT FULLsrxE CIVIL STRUCTURAL SURVEYING SEATTLE, WA 98116 "mONE NC, NO. REVISION BY DATE APPR SCAIX ACCOM)NOLY > a rrt,rrlrl�►t� (206)-937-7140 J I I 07-08-02 PACE: DRAWING NO. C2.4 SNEET: OF: tea- ID73 LAND USE COMPLIANCE REFERENCE LAN= MREPx2a ZONING: RM-U GR055 SITE AREA: 24,026 5F/ 0.5516 ACRES LOT COVERAGE: ALLOWED: 18,OIg 5F/ 75% PROPOSED: 13,635 SF/5(51% (BUILDING FOOTPRINT) 17,768 SF/ 74% (TOTAL IMPERVIOUS AREA) DENSITY: ALLOWED: Min. 25 Units per Acre -Max 100 Units per Acre PROPOSED: 511 Units per Acre SETBACKS: REQUIRED: FRONT: 5 FT BACK: 5 FT NORTH SIDE: 10% OF LOT WIDTH = 20 FT. SOUTH 51PE: 10% OF LOT WIDTH = 20 FT. PROPOSED: FRONT: 5 FT BACK: 5 FT NORTH SIDE: 20 FT. SOUTH SIDE: 20 FT. LANDSCAPE BUFFER/LAND5GAPE AREA: LANDSCAPE AREA REQUIRED: NONE PROPOSED: AT GRADE 5784 SF. PARKING OPENINGS REQUIRED: PROPOSED: GARBAGE AREA REQUIRED: PROPOSED: 1NIEGHANIGAL EQUIP. $ U7ILI7IE5 REQUIRED: PROP05ED : SCREEN, GRILL OR TRELLIS NONE SCREEN Per RMG Section 4-4-OGO.C7 IN GARAGE BELOW GRADE 50REEN PROVIDED WITHIN PARKING 57RUG71)RE TOTAL = 5784 5F.1 OPEN SPACE REG2U I REMTNT5: REGU I RED: 50 5F/UNIT X 50 UNITS = 2500 5F PROP05EP: COMMON AREA o ENTRY COURTYARD = 140a 5F COMMON AREA g) NORTH SIDE YARD = 11,15 SF BUILDING HEIGHT: SEE BLDG ELEVATIONS ALLOWED: PROP05ED PARKING REQUIRED: PROVIDED: FLOOR AREA 50 iMARY g5 FT 56.5 FT NONE IN RM-L, ZONE PARKING LEVEL SUMMARY Area (S.F.) Parking Garage 21,939 Sub Tota I: 21,939 RESIDENTIAL FLOOR SUMMARY Residential Level 1 13,635 Residential Level 2 13,159 Residential Level 3 13,159 Residential Level 4 12,549 Sub Tota l: 53,102 Grand Total: 15f641 P1;ZOP05ED TOTAL = 2604 5F', STANDARD: 46 COMPACT: 2511 7C AL PARKING PROVIDED = 75 S Q r'd SI P.M.. m-l"P'l .r .I: Y�5 E,,t4 }: o"'t r ,r N Gih St N Gth St ` _y St St t - N 41h S1 4 , is •_' _ N _'rd Sf _ 990 • c0 cam' Q 4 b W4liams Ave. Con3mknums a roimmsa:e'_. Airpad Wag S NE "d`'� 371h P1 S S TMicum St Per nn,tivAo9oss LL S Tobm Si 1^e SY SDyt' Reston ,eve S A y U c ate' ,s S g '2 V) Park �� Liberty ,'�, f.;i: ExHa S 7 Ord S1 [n Park J 2A - y S }34tr; Sf S ?Rd Ct S U7 d St LQA Q Sao a Cedar rk Riser Pa o Q 900 a u F °",On c `d S 3rd St C° 'u r n 71 J 4' 63rd PI d S 4t1f St W W g C', �T,a�nn 7 m S' � Cry v ;y - `t yti:• 's p S Eh St y 4 J iC `v 1 L] St "$yS, a Q ;VICINITY MAP. Ncale. N.T.S. PROJECT INFORMATION: JOB ADDRESS 102 $ 110 WILLIAMS AVE. S. RENTON, WA 118055 OWNER FIRST PACIFIC DEVELOPMENT, LTD. 4550 CALIFORNIA AVE. SW. SEATTLE, AA g8116 CONTACT: John 5ugden PHONE: (20(0) a37-7140 FAX: (206) a37-1760 E-MAIL: CLIENT/DEVELOPER FIRST PACIFIC DEVELOPMENT, LTD. 4550 CALIFORNIA AVE. 5W. SEATTLE, AA �i8116 CONTACT: John 5ugden PHONE: (206) Q37 7140 FAX: (206) Q37 1760 E-MAIL: TAX ACCOUNT NUMBERS KING COUNTY A55ESSORS TAX NO.: 723150-I0150-03 PARCEL 'A' PARCEL 'B' LEGAL DESCRIPTION- CHICAGO TITLE #520865, SEPTEMBER 4, IgGB LOT I, BLOCK 23, TOAN OF RENTON, ACCORDING TO THR PLAT THEREOF, RECORDED IN VOLUME I OF PLATS, PAGE 135, IN KING COUNTY, AASHINGTON-AND THAT PORTION OF THE TOBIN DONATION CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LOT I AND NORTH OF THE SOUTH LINE OF SAID LOT I PRODUCED EASTERLY, AND LYING EAST OF SAID LOT I, AND WEST OG THE GENTERLINE OF SAID 15LCGK 23 PRODUGED NORTHERLY. THAT PORTION OF THE T05IN DONATION CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LOT:2 PRODUCED EASTERLY AND NORTH OF THE SOUTH LINE OF SAID LOT 3 AND LYING EAST OF THE EAST LINE OF SAID LOTS 2 $ 3 AND WEST OF THE GENTERLINE OF SAID BLOCK 23 PRODUCED NORTHERLY. CONSULTANTS: ARCHITECT: T5A I architects, pllc 50 116TH AVE , 5E SUITE #201 BELLEVUE, AA a8OO4 GONTAGT: Kent 5mutny PHONE: (425) 401-6828 x FAX: (425) 401-0630 E-MAIL: kent5@t5aarchitect5.com STRUCTURAL ENGINEER: V155ER ENGINEERING IG062 5E 320TH 57 KENT, AA g8042 CONTACT: Mike Visser PHONE: (253) 630-4530 FAX: (253) 650-5151 E-MAIL: mike®visaerengineering.com CIVIL ENGINEER: 517TS $ HILL ENGINEERS, INC. 2a01 5OU7H 407H STREET TACOMA, WA g840g-56Q7 GONTAGT: Larry G. Heires PHONE: (253) 474-g44g FAX: (253) 474-0153 E-MAIL: LorryHelres®setts-hell-englneers.corn LANDSCAPE ARCHITECTS: DESIGN TWO FOUR/ TWO 51X 755 7TH AVENUE, SUITE 212 KIRKLAND, AA a8033 CONTACT: Marty Zollner PHONE: (425) 881-2426 FAX: (425) 576-522g E-MAIL: martyz@design2426.com SURVEYOR: 51 TT5 $ HILL ENGINEERS, I NG. 2g01 SOUTH 407H STREET TACOMA, AA g8401q-56g7 CONTACT: Larry G. Helres PHONE: (253) 474-g44g FAX: (253) 474-0153 E-MAIL: LorrlyHeires®sitts-hill-engineers.com GEOTECHNICAL ENGINEER: TO BE DETERMINED INDEX OF DRAWINGS ARCHITECTURAL "A" SECTION O GO\/EF, SHEET A 0.1 TITLE/ COVER SHEET/ PROJEGT INFORMATION SEGTION I SITE INFORMATION A 1.1 517E PLAN SEGTI ON 2 BUILDING FLANS A 2.1 GARAGE PLAN A 2.2 LEVEL I FLOOR PLAN A 2.5 LEVEL 2 FLOOR PLAN A 2.4 LEVEL 3 FLOOR PLAN A 2.5 LEVEL 4 FLOOR PLAN A 2.6 ROOF PLAN SEGTI ON 5 BUILDING ELE\/ATI ONS A 5.1 EAST $ WEST ELEVATIONS A 5.2 NORTH $ SOUTH ELEVATIONS SEGTI ON 6 BUILDING SECTIONS A 6.1 BUILDING 5EG710N A CIVIL "C" G 1.0 TEMPORARY ER05ION CONTROL PLAN 02.0 STORM 5EAER $ UTILITY PLAN C 2.1 PUMP $ STORM SEWER DETAILS C 2.2 NOTES $ DETAILS C 2.5 OFF5ITE RATER EXTENSION C 2.4 DETAILS LANDSCAPE "L" L I LANDSCAPE PLAN L 2 COURTYARD 5KE7GHE5 L 3 COMMON SPACE SKETCHES Z O Q Z (fU ~� (3 -) Q c) d 1 ui iL w Y uJ 1— CD Q Z 0 W ca C C EW ICU v IL di L_ LL COVER SHEET JUL1' 12, 2002 m SHEET NO. C A001 116 IL A 200202 cc .> Ar 'i IMED FENCE, TYP. ® N., S., AND E. PROPERTY LINE AND BETWEEN GROUND FLOOR UNITS- REFER TO LANDSGAPE DRAWINGS FOR DETAILS r---------- LANDSCAPED AREA- REFER TO LANDSGAPE DRAWINGS GA EXISTING HOUSE PATIO EXISTING BUILDING 561-2II m 5 Od 45' 30" W 200.00' ir AREA- REFER TO BAY WINDOW ABOVE, TYP. LANDSCAPE DWG's. PAT'° PROPOSED CONDOMINIUM BUILDING, REFER TO SHEET AO.I FOR AREA GALGULRTIONS SE Y EXISTING GONGRETE �I�I WALL TO BE DEMOLISHED PATIO O COURTYARD- 1400 SF -- P TIO REFER TO LANDSCAPE MAIN h DRAWINGS FOR DETAILS PATIO O 4 EXISTING HOUSE, GARAGE, GONGRETE DRIVEWAY � WALK TO BE DEMOLISHED PATIO EXISTING HOUSE 20'-O" LEGEND J� FOUND MONUMENT AS NOTED (9 FOUND LEAD ff TACK LS NO. 24282 El SIGN o SAN. SEWER GLEANOUT O SAN. SEWER MANHOLE EDGE OF ❑ STORMDRAIN GATGH BASIN BLDG. BELOW. Op STORMDRAIN MANHOLE BAY WINDOW ABOVE, TYP. J-BOX (AS NOTED) EEI WATER METER COMMON SPACE- 1100 SF REFER TO LANDSCAPE N'°`7ER VALVE DRAWINGS FOR DETAILS � �¢ 57i2EE7 LIGHT FP POWEfZ VAULT EXISTING CONCRETE WALL TO BE � EXI57IN6 DECIDUOUS TREE m DEMOLISHED O N EXISTING GONFIR TREE EX 1ST 1 NG FENCE ° I 0 EXISTING HOUSE ---- PAINTED 6As LOCATION a ° d�--- ---------- PAINTED WATERLINE LOGAT 1 ON ° I � a ---------- PAINTED POWER LOCATION ......... ......... PAINTED TELEPHONE LOCATION TELEPHONE i GONG. WALK ': AALK` I i TELEPHONE a O' a®" / GONGRETE SIDEWALK -- — — GONGRETE SIDEWALK _ — - ---- - - - EE t- —ie -- --- - --- — — - -- - - -- — —_. — — — - GURBGUT - ® -Lo - - � GRASS - - - � GRASS 1 j 3' HIGH METAL TV J-BOX I GONG. WALK I ElTRAFF I G 0I I I I EXISTING I I STREET IL IJT I FENCE GATE I STREET LIGHT J-BOX I 1 J-BOX I J-BOXI LANDS�APEAREAS-1 GURB GUT O NEW GONGRETE WILLIAMS AVENUE SOUTHREFER'A I DRIVEWAY � GURB GUT /¢ 6 HIGH METAL I 1 I PER G I TY STANDARD R.O.W. WIDTH = 60 FT.,1 STREET WIDTH = 40 FT. j I DRAW I NGS �, FENCE $ GATE I SV9 SV9 SV9 SV9 SV9 SV9 SV9 SV9 SH9 SV9 SV9 SV9 SV9 Sk SV9 — SV9 SVD --- SV9 — SV9 SVO SV9 — SV9 SV9 SVD SVE) �V9 Stl9 SV9 Sd9 SVD SV9 SV9 Sb'9 - SV9 SV9 —1Sd'� I SV9 SVD Sb9 SV9 Stl9 Stl91 SV9 Sd9 SV9 SV9 SVD SN7 — SV9 Stl9 I- - L- I =----_ -_- - - - --- ----- — ---1=------ - - - - - - - - - —L---- ---- -- ----1— - _ -�--- - - - --- —---------------------� I , 1 10 y N I¢ ¢ Iu SV9 �SV9 — SV9 — SV9 — SV9 SV9 — SV9 SV9 SV9 SV9 SVD SVD SF�J SV9 SV9 SV9 SV9 — SV9 — SV9 Sv' SV9 — SV9 — SV9 SV9 — SV9 SV9 SV9 SVD — SVD SVD SV9 — SV9 — SV9 SV9 — SV9 SVD SITE PLAN SCALE: I'' = 10'-0" z 0 �� crLL Z 0 W J 0 (D CD millomp c E _0 Q V A� li LL 0 N o L *-4 v C 121 u > n `" LF �Q Q co JULY 12, 2002 SHEET NQ Al mi m a 200202 y 5A- I I I I ' Unit Cl-AIt1 Unit Cl-AIt1Up ' 20� i s ° I i 201 x x I �_ Unit 65-AIt1 Unit B5-AIt1 �g65F Unit C2 204 202 20� 10315F — � I 00 x i o (3- 7IL- x �'+ o rl II - I I I I Unit 201�- t1 ,xStair 1 Stair 2--- Unit Cl-AItl II ----------------------- y x , °---------------------------- i ........................ ° o ► 2 I i ....................... x o Unit B2 OPEN l TO Unit 132 x BELOW IIla25F�` II l C3 o o x x • � K=O Unit B4-AIt1 Unit 134-AIt1 Unit 133-AIt1 Unit 133-AIt1 2 2 ao x I 208 � 211 I x oa 0 I I I 2. BUILDING PLAN LEVEL 2 z Z x C) ec Lu CD C)uj ? Li- � it Lli 1* 1 Z 01 co (D E 4+ ca _CL V 0 a U. FJ—U—L-1;—' 12, 2002 V� SHEET NO. r m 0 IL 200202 W SA- c)a--c.)g3 BUILDING PLAN LEVEL 3 z r0 Z z ui LL uj YLu 1 � 1 Z 0 w lx 4) cc$ 4 C E *MN Co o 0 � m V a a s. U. � JUL-1- 12, 2002 Z 63 SHEET NQ m A2M IL 200202 5A- oa-o�3 1 ' Unit Cl-AItl o o Unit Cl-AItl ' I I— Unit B5- M" 11 - - -- - _ I Ill i 7ni -Alti I I ► �i �I��I " 1825E 7825E ii lufl�ll � u OQ d �J Lfi � 6 x , . Unit C3 � E) Unit C3 Illi � 10465E 10465E i A -A 2. BUILDING PLAN LEVEL 4 Z H m U ~ ~ v_ Q C� uu Y � o p<_ z 0 w o� J CO E ca m V a i� JUL r 12, 2002 C3 SHEET NO. m5 a 200202 S/A- C)a3 ivilcRcr-ILMEC --------- --------- z ti Dz _ 4 C� QUQ Ci Q LL ui Y W CD H r U) Z 0 w — J as C co 0 as m V 0 a i� 0 e—� M O V N O N c9 u� N � o� ti oo sue. Q H J1, L r 12, 2002 SHEET NO. �A206] O m a 2 200202 y _ PROPERTY LINE ZMC55 FOR I DETAILS Z?E7AIL5 6ARA&E EAST ELEVATION Sr -,ALE: IRIDGE AT STAIR, TOAER, I WILLIAMS AVE, (WEST) ELEVATION_ SCALE. I I z 0 wL) Z a: LU LL LU 0 w ca (D 4=0 cas a 0 mc JUL*'T' 12, 2002 cc SHEET NO, A5ml 200202 MICRO WED 5TAND1 NC METAL Rc I M5A ZAC GEDAR S TYP. ® 5� COLOR: E ALUMINIUh COLOR: L BRONZE 5RIGK- C MUTUAL it SHEFFIEL PREGA57 QUOINS $ FENCE -RI TO LAND' DWG5 FC DETA I L5 EXISTING GRADE 5TAND 1 i METAL f CEDAR. NOTE: f TO SOL ELEVA' FOR GC FENCE, REFER LANDS DRAAI I EXISTIr GRADE PROPEI LINE %j'VV I H CLtVA I IUN SCALE: I/8"= I'-O" NORTH ELEVATION SCALE: z n z- � U ~� w Z � S _ coF co cr Q { LL LU `1LU C) H Z 0 W cc CU a C 4ma coo a d V v a L LL O r M O Vr O �; Wort u 00 V C\ N u ao 4 u ULn Li �N Ln a JUL-7- 12, 2002 SHEET NO. �A5M m a 200202 F I— RESIDENTIAL LEVEL 1 GARAGE LEVEL 1 BUILDING SECTION A -A Scale: 1/8"= 1'-0" —; EL.=80-0' Y 4 I o JEL.=10.0' 4 0 EL.=60.0' 4 o ' I , EL.=50.0' 4 I 140m, EL.=30.0' z �p w0 p 3 LU ~ to LL w Y ji O Q ll7 O W 0 J m (D E 4mp c o m m V a LL JUL*' 12, 2002 cw SHEET NO. T m 1 ■ a 200202 S A - o a-6 g -3 MIC.T-ILMED 30' 30' I � Q U C Cn CK U I 4- z Q 0 N N a v7 Q — — — ` I-� --- P SSMH rn I! RIM 39.75 01 IE 36.14 (6" PVC WEST/SOUTH (CENTERLINE CHANNEL) U 'C4. IE 735.02 (8" CP NORTH) IE 37.29 CP EAST) IE 35.05 �6" 8" CP SOUTH) IE 36.87 (6" CP WEST) SSMH RIM 39.92 IE 35.23 (8" PVC NORTH/SOUTH) (CENTERLINE CHANNEL) a CD w r-- w It U z O U c.!)CD Q N a h--1 JI Q c� I Q V) < Cn 2 II 9" MAPLE CD 01 Lo o I , V) Q c� I 1 II,'I - I-- GAS — +� Q c� {n Q GAS --- GAS - ca ui VUIw cn rr 0 IZ N ►0 V . v� ci t I 30' 30' < UU (j n, -�---ED - 0 0 0 r•� -TELEPHONE J-BOX ,-TELEVISION PAINT MARK -18" MAPLE EXISTING HOUSE PARKING SIGN STREET LIGHT 39- 8" MAPLE 12" MAPLE IE 34.46 (8" EAST/WEST) (CENTERLINE CHANNEL) S89'07'30"E 120.13' Pervious Surface 12" MAPLE ,-TV J-BOX 39 33 H 3.5' HIGH CONC. WALL 12" PLUM Impervious Surface �-STRE LIGHT J-BOX Pervious Surface 0 0 0 -12' MAPLE EXISTING HOUSE S EWALK 1 MAPLE Impervious Surface Pervious Surface CONCRETE DRIVEWAY 15" MAPLE -TELEVISION PAINT MARK Pervious Surface 3.5' HIGH CONC. W S89'07'30"E 120.13' TELEPHONE J-BOX �JLC� RIM 38.89 IE 37.34 (6" CP WEST) TRAFFIC J-BOX PARKING SIGN C X 10" PINEN 7/� • - 12" 14" CEDARS CONC. 14" DECID. EX. GARAGE ;/9" DECID. 0 r•> �n � 0 I 15" CONIFER 13"/16" CONIFERS SOUTH 2ND STREET - - - - - _ S89'07'30"E 283.12' - Total Area = 0.55 Ac Impervious Surface = 0.07 Ac Pervious Surface = 0.48 Ac NORTH SCALE 1" = 20' 20 0 20 40 LEGEND FOUND MONUMENT AS NOTED FOUND LEAD do TACK LS NO. 29282 n SIGN o SAN. SEWER CLEANOUT O SM. SEWER MANHOLE STORMDRAIN CATCH BASIN Q❑ STORMDRAIN MANHOLE ® J-BOX (AS NOTED) ® WATER METER X WATER VALVE STREET LIGHT © POWER VAULT DECIDUOUS TREE CONFIR TREE ---x--- EXISTING FENCE GAS PAINTED GAS LOCATION - - - - - - PAINTED WATERLINE LOCATION . :�iiCD LOCATION - - - - - PAINTED TELEPHONE LOCATION SPOT ELEVATION _BASIS OF BEARING RECORD OF SURVEY AN 9811189003 VERTICAL DATUM NAVD 88 CITY OF RENTON BENCHMARK #1939 TOP OF LEAD & TACK SET IN CONC. MON. INT. OF WILLIAMS AVE AND RIVERSIDE DR. ELEVATION = 37.345' (11.383 METERS) LEGAL DESCRIPTION (PER TRANSNATION TITLE REPORT ORDER NO. 800-10010706 DATED DECEMBER 10, 2001) PARCEL "A" LOT 1 IN BLOCK 23 OF TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RE=CORDS OF KING COUNTY AND THAT PORTION OF THE DONATION CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LOT 1 AND NORTH OF THE SOUTH LINE 017 SAID LOT 1 PRODUCED EASTERLY AND LYING EAST 017 SAID LOT 1, AND WEST OF THE CENTERLINE OF SfdD BLOCK 23 PRODUCED NORTHERLY; SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINGTON PARCEL "B" LOTS 2 AND 3 IN BLOCK 23 OF TWON OF RENTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, P/AGE 135, RECORDS OF KING COUNTY, AND THAT PORTION OF THE TOBIN DONATION CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LOT 2 PRODUCED EASTERLY AND NORTH OF THE SOUTH LINE OF SAID LOT 3 AND LYING EAST OF THE EAST LINE OF SAID LOTS 2 AND 3 AND WEST OF THE CENTERLINE OF SAID BLOCK 23 PRODUCED NOTHERLY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. (COTES 1. PARCEL AREA: 24,026 S.F. (0.55 ACRES) 2. UNDERGROUND IMPROVEMENTS INCLUDING BUILDING FOOTINGS WERE NOT LOCATED DURING THIS SURVEY �`VNCR00 ILME; EXHIBIT 'A' EXISTING DRAINAGE CONDITIONS z 0I o N II 0 Uj d a Q Z 3 O Y v LU U w c� In rn v Z rn t\ Cr ' �z� H H r ^� 0 Q 00 rn V 1 < C6 ce F- 3 'circ.�i W J ~ F— z N rHn t ' 0 o ( a �+ U N a W U � O O CV —z U. W Ld F- (0 U � Lj00 Q �0a� Q �J�w OO Cl)W Q� W Cc Wc) Q o LLDo w w 00 a 0 to U`j z 0 LJ.. Z a) W >' U Q Q U) 0 z CC OOM 0Q .I W 0 ^ J U w J H ~ I.L i>> O � w 1 K Cl 2 M SHEET NO.�� 1 r10 OF 1 PROJECT NO. ���■ 494 r-, 0__rVU-_2 I LANDSCAPED IL AREA— REFER TO LANDSCAPE DRAWINGS PATIO PATIO 7 I I LANDSCAPED AREA — Pervious Surface I REFER TO ... LANDSCAPE DWG's. I i!nit C1 L_ I ° 105 i x 968SF L - Unit C1—Alt1 �- I - 106 i ° ° 988SF , Q ° PAT10 i Q O a a I I I Unit B4 I I 107 P47SF m PATIO Pervious Surface PATIO 1 1 PATIO I I PATIO i lvl n it (;1 01, Unit B5 X 101 104 Unit C2 Unit B5 -� 968SF I 10 I � — 728SF C�� 10.1SF 728SF e Stair 1 0 � E v. Xv 6nit B1 Unit B1 109 110 0 628SF � � � � 0628SF PATIO -- — PATIO L En try F� LJ Unit B3 108 803SF Cpurtyjard Pervious Surface Pervious Surface FIB IF, pin;; Stair NFI � Unit B3 111 803SF F� LJ PATIO mm"I mm"i 11, - - - PATIO PATIO -� Unit Cl.—Al X ° 113 988SF i r 1 PATIO Unit B4 Ell 12] 747SF Pervious Surface Stair Total Area = 0.55 Ac WILLIAMS AVENUE SOUTH A -A Impervious Surface =0.39Ac �.5 Pervious Surface = 0.16 Ac EXHIBIT 'B' PROPOSED DRAINAGE CONDITIONS N BUILDING PLAN LEVEL 1 SCALE: 1 /8"= 1 '-0" U� Q U z � o ZLLJ U U Q > U L� JULY 3, 2002 1 SHEET NO. 4-1 E Cn 200202 J SA- C-)a -oS 3 FENCE 7'rFE6 TYPE 'A' PEACE 5Y5TEM- SOLID WOOD VERTICAL 2X3' MEMBERS. TYPE `6 FENCE 8Y5TEM- COM5INATION WOOD/WIRE FENCE SYSTEM ❑❑❑❑00000❑❑❑0000❑❑❑0000❑o❑❑o❑000❑❑0000000❑a❑ooa0000❑❑r ` _ -- _ = = ` - -' - -' "" - - " = __ -- : _ _ _ - _ _ _ _ _ _ .- _ - _ _ - _ _ _ "~ _ __ ❑DOD❑❑❑❑❑❑❑❑❑❑0❑❑❑❑❑❑❑❑❑❑❑0000013130000000000000❑❑❑00001I ❑❑❑❑❑❑❑❑❑o❑❑oo❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑oo❑ ❑ ❑❑❑❑❑❑oCo❑F 00000000❑❑n❑o❑❑G0❑❑❑❑0Fit, ❑o❑❑ ❑❑❑oo❑ 0 ❑00000Ooor _ II 1 \ 4 ' - PATIOPATIO PATIO Unit C1 Unit C� >t 101 ' Unit B5 Unit B5 I _ Unit C2 �1, kjl ii _ �. PAno PATIO I y J -- _ o- I.. .. ,..��n...........�....__,-..... y-.—_... _.�... ___ _—_ a { _ } III I _ - PATIO o PATIO 1 �AIt7 ► I � t C^ —f�l GA M Unit C 1 u n CC ENTRY ; a Unit �31 Unit 81 1 l LAYf� TO �I I is 1 � J Sii ifj OJ I t f j Y I v PATiO✓�� PATIO f ;w_ f - 1 t ' 4F I A — PATIO - � v _s nnnn .i ;r 12 13-L DOE i ❑❑❑ ❑❑ jj 8( g Q ^ G❑ ❑ ❑❑ .._. _ I MIN 1300 Unit B4 I0°❑❑ - Unit B4 Unit B3 °°° ! O❑GO I ❑❑❑❑ Unit B3 EE 1®i 0G❑❑ t G0G❑ -- t (3°❑❑ ❑❑❑❑ i r ❑ -_ ❑❑ ❑❑ I PA� _�❑ � � ❑❑ � AIiO S - Q Q0 0LIN oo 000 og° \ ❑ ❑ ��g1 50 , ° I ° WiLLIAMS AVENUE SOUTH Q w 75 � J 0 w ,w n Q x SYMBOL VINE MAPLE CAMPERDM ELM L L L RHODO. LUTENSCENS S 5LUE .DIAMOND R!-IODO. V V V V VIRGINIA RICHARDS RHODO. CAIMELIA FflT % LLA GG ),Gb COMPACT OREGOW-*APE ®' ® GREEN ISLAND J. HOLLY a FEATHER REED GRASS 00000 DAYLILLti' VIR fNIA CREEPER DWAiF PERIWWIE KII�IKMIK SA -AL BOTANICAL NAME SIZE 4 NOTES CORIUS KOLA ' CNINENSIS' 545, OFcallper / 545 ACER CIRCINATLIM 545, 6'-S'hL Min 5 canes. ULMus 545,1.15° caliper RHODODENDRON LUTESCENS 24-26" apr. Full, Budded RHOD '5LUE DIAMOND' 18-21" spr. Fulls R40DODENDRONM%NIA R10406' 24-261 apr. Full, Budded CAMMELIA JAFMICA 5 GaL FOTHERGILLA MAJOR 5 Gal. Uniform Head MANONIA AL-AAF-OLIUM 'COMPACTA' 5 Gal. Full Crown ILEX CRENATA 'GREEN ISLAND' 28" 11t, 545, Full Crown CALMAGROSTIS A. 'KARL FORESTER 3 Ga 1. HEI"EROCA-1-16 'STELLA D'i 2 Gal. PARTHENOCISSUS T.'LOWII' 2 Gal. 01 OL. VINCA MNOR I Gal., 30" O.C. ARC1'OSTAPHYLLOS UVAAWBA I Gal, 3i6- O.C. GAUTWERiA SHALLON 2 Gai, 3V G-C. PERRENNIALi RYE / SLUE GRASS W' matt spin. Nglon reinforcement not allowed. SITE CALCULATIONS TOTAL SITE AREA: 2402(o 5.F. TOTAL LANDSCAPE AREA: 5184 S.F. TOTAL COMMON SPACE PROVIDED: 2604 5.F. NORTH Design Two Four/Two Six, Incorporated -3-dscape Arcnitecture . Athletic Field Design . Environmental Services 133 7thAvenue, Suite 212 Kirkland, WA 98033 (425) 881-2426 SCALE 1' = 10' 10, 5' 09 10, 20' j I First Pacific Development, LTD Renton, Washington Design Team Design -- DC44, MZ Drams 17CHd MZ Checked Date ?/8/2002 2426 Project No. 5117 Approved/Date Revisions No. Date Description '7/11/02 site Plan - Lev, 1 SUbs'nitietl Registration DEVELOPMENT PLAN NING r- I , RENTON JUL 12 2002 RECEIVED Sheet Title IL a rr% L AN Sheet No. t L-1 2001 DE516N 2426 INC. :5W o — c)g 3 q. MAIN ENTRY COURTYARD PLAN VIEW WAXI"wv-so NJIL'2212,1111 WATER WALL ELEVATION CHATEAU DE VILLE First Pacific Development, LTD Renton, Washington Design Team Design DGH, MZ Drawn =H, MZ Checked MZ Date WNW= 2428 Project No. Approved/Date IM Revisions No. Date Description 'TA1102 SU Plan - Lev. I Submittal Registration Sheet Title COURTYARD SKETCHES Sheet No. MAIN ENTRY COURTYARD ELEVATION Design Two Four/Two SiX, Incorporated Landscape Architecture . Athletic Field Design . Environmental Services 733 7th Avenue, Suite 212 Kirkland, WA 98033 (425) 881-2426 L1=12 2001 DE-SI6N 24?b ING. TYPICAL Ln11T1o1 HOOD/ NI RE FENCE SCALE 1/8a = T-0' 1P ON op IP 2P WOOD FENCE ELEVATION t Il j 4( I l 1 l bllt l f i � �,� • it - W -N�VJvt ► ,tC7 6nA #'U -+-AV l SOUTH COMMON SPACE CHATEAU DE VILLE First Pacific Development, LTD Renton, Washington Design Team Design DC44, MZ Drawn DGH, MZ Checked M „e,2AOM 2426 Project No. 5117 Approved/Date Revisions No. Date Description V 1/02 5U Plan - LOv. I submittal Key Plan v r►%� Registration Sheet Title COMMON SPACE SKETCHES Sheet No. NORTH PATIO AREA SECTION Design Two Four/Two Six, Incorporated Landscape Architecture . Athletic Field Design . Environmental Services 733 7th Avenue, Suite 212 Kirkland, WA 98033 (425) 881-2426 LM3 2001 DMIC-N 24.26 ING. S - CD D 2 3 FENCE 7YP5 TYPE 'A' FENCE SYSTEM. SOLID WOOD VERTICAL 2X3' MEM5ERS- TYPE '5' FENCE 5Y5TEM• COM5INATION UJJOOD/WIRE FENCE SYSTEM .--.--- - —�� --- -- _ 7F yV ❑nonnon❑ono❑❑❑n❑❑nnnnnnnno❑❑n❑❑n❑❑onnn❑❑❑❑o❑❑n❑n❑❑❑❑❑r _' - - : _ - - ❑n onoo❑❑❑onnn000❑o❑❑000❑❑❑n❑n❑ 0 nn❑❑ ❑❑❑❑❑o r ❑ onno❑❑❑❑o' r -- - - � it Y, .� _ - - - •r_... .___. --__. _. _ _ _ - _ .13 PATIO j PA710 _ _ _ - PATIO L, - _••. - _ _ ass ` , Unit C1 Unit C1 , Unit B5 101 ►? Unit B 5 Unit C2 f� - 1 J i PATIO n PA710 s -- E )� 'ppnl1 _ - _ — �T t _ 4 PATIO � =---� i '�- !�l' _ � �,� �,� � _- � ,kI i z ,,_ _ =. �, PAS . - ttSS gg { 7jV'��[{ t WE � Unit C 1— A I t 1 Unit C1— A I t�l y r .�' . Unit B1 079 1 L�BU 1It II If .f Y Y s t: ,s �d 1 _n, .r (`r } t _ r i PATIO 31, i PATIO L— _ li4 f 1_:� PATIO <W. PATIO 1 ; o tj�I Unit B4 i t! W17-1 QI�16 � BOG i'io W.Na >� U go o` O 0010 Q' I Unit B4 s 1' o. SYMBOL FLANT �C�4EIDULE We MAPLE CAMPERDOIIN ELM BOTANICAL NA"E SIZE < NOTES COR�W KOUSA ' CN NSIS1 54$,1156caliper / 548 ACER CIRC,"dATUM 545, 6'-Sit.. Min 5 ca►nea. ULMUS 545,115° caliper L L L L L RHODO• LUTENSCENS RHODODEK)RON LUTESCENS 24-26" apr. Full, Budded $ B BLUE DIAMOND RHODO. 'BLUE DIAMOND' I6-2I" apr. Full, ftckled V V V V VIRGINIA RICHARDS RHODO. RWODODENDRON 1/i%NIA RICHARDS' 24-26° apr. Full, Budded CAMMELIA CAMMEUA JAPONICA 5 Gal ftcWed FOTHER31LLA FOTHER31!.L.4 MAJOR 5 Gal. Uniform Dead COMPACT OFEC06RAPE MAHONIA AWFOLIUM 'COMPACTA' 5 Gai, Full Crown GRIEEN ISLAND J. HOLLY ILEX CRDWI A 'GRE8N ISLAND' 28" Ht• 545, Full Crown 0 0 o FEATHER REED GRASS CALM TIS A.'KAR- FORESTER 3 Gal. OCQOO DAYLILLY HEMEROCAL1.16 'STELLA D'OIRO' 2 Gal. Vl%NIA CREEPER PARTHENOCISSUS T.'L04Uli' 2 Gal. IO' Of,. DWARF PERIWNKLE VINCA MINOR I Gal, 30" O.C. KM. KINNMK ARCTOSTAPPYLLOS UVA-UREA I Gal., 361' O-C: lu U L.J Ll uuLjl ❑ ❑ ❑ ❑ ❑ ❑ ❑ SAL,4L GAUTHERIA ,5WALLON! 2 Ga i, 30" O.C. SODDED LAIN PERRENNIAi_ RYE / BLUE GRASS Ir2" matt min Nylon rairfofrea, not fi allowed. SITE CALCULATIONS TOTAL SITE AREA: 24,,02(o S.F. TOTAL LANDSCAPE AREA; 5184 S.F. TOTAL COMMON SPACE PROVIDED: 2604 Sr-. NORTH Design Two Four/Two S i x f Incorporated Landscape Architecture - Athletic Field Design . Environmental Services 733 7th Avenue, Suite 212 Kirkland, WA 98033 (425) 881-2426 SCALE 1""' 10" DEVELOPMENT PLANNING CITY OF RENTON 1U' S' �� 10, 20' JUL 12 2002 ECEIVED CHATEAU DE PacificFirst Development, Design `ream Design }}����D�1rj�aw��n�� f} Checked Date 2428 Project No. - 31T Approved/Date Revisions No. Date Description T/II/O2 Site Plan - Lev, I SulpmIttal Registration Sheet Title wwkLAlk a Sheet No. Lml 2001 DE51GN 2426 NC. 5 02—o%73 s t N S RIT,H w • -.�■ �ZZ - i •W9 ji 110 Mi. . ,•,� i I !z! Pi S � 10 s .5A • •So l c•,A ' ' • �.•` �:= ate. f � • ■ — ..ate ! � .. !/! � �� -- � � oar • � IS 40 • • I 1. a. Fd W, A • �a • � � .+. i . • � t• j Sri 1 r• 1� • . ter• •► a �� I mow' - ; f. • � � � .'� LP • • lL • IN __svj FENCE, 7YP. @ N., S., AND E. PROPERTY LINE AND BETWEEN GROUND FLOOR UNITS- REFER 70 LANDSCAPE PRAKN(55 FOR DETAILS EXISTING HOUSE TELEPHONE J-BOX UY I 1",— —611 201=1011 1,011 LANDSCAPEDi: AREA- REFER! i 70 i LANDSCAPE DRAWINGS GA f ZAGE ENTR"r O 4 O O O CEI OL n EXISTING BUILDING 561-2 " 5 Od 45' E30 :200.00 ----- ------ - ------------ ----------- -------- ----------------- . ..... `-LANDSCAPED AREA- REFER TO BAY WINDOW ABOVE/ TYF. LANDSCAPE DAO's. PATIO PATIO PATIO PATIO 1 1-611 20 1_011 ------ EDGE OF BLDG. BELOW. 77 BAY WINDOW ABOVE, T­rp. OL O PATIO PROPOSED CONDOMINIUM BUILDING REFER, TO SHEET A0.1 FOR AREA CALCULATIONS EX15 71N6 HOUSE/ GARAGE, CONCRETE EXISTING CONCRETE DRI\/EAA)O' 4 WALK WALL TO BE DEMOLISHED TO BE DEMOLISHED WESIIWW ♦ ■ immi lakil Imm I = lmmmmmmw�xmml *AV4 COURTYARD- 1400 SF REFER 70 LANr;)5r_oAFF_ w U S E FA710 E NTRY L";RAKN65 FOR 2000 5F. DETAILS O ♦ MEN ♦ Emmosh'A'somm • A 101131101101 200.00' now"" Kd-r* k =- � I lip ;A WO 92 jarwwil�"lll rww' LEGEND �� FOUND MONUMENT AS NOTED (N FOUND LEAD $ 7ACK L5 NO. 2ct252 0 SIGN o SAN. SEWER CLEANOU7 O SAN. SEWER MANHOLE 570RMDRAIN CATCH BASIN (g 570RXDRAIN MANHOLE X J-BOX (AS NOTED) EE WATER METER COMMON SPACE- 1100 SF REFER 70 LANDSCAPE WATER VALVE DRAWINGS FOR DETAILS STREET LIGHT FF] POWER VAULT -EXISTING CONCRETE WALL 70 BE EX1571NS DECIDUOUS TREE DEMOLISHED 0 EXISTING r-..ONFIR TREE � EXISTING FENCE EXISTING PAINTED GAS LOCATION HOUSE ------------- FAINTED WATERLINE LOCATION FAINTED FC�NER LOCATION STAIR TO GARAGE BELOW 44 ................... PAINTED TELEPHONE LOCATION — CURB CUT �Fl GRASS GRASS 5' H16H METAL- TV J-BOX CONC. ^AL< �_EXISTING 7RAFF I C - 57REET0 ILIJT I FENCE $ SATE STREET LIGHT J-BOX -I-BOX O ',J-E30X I I NEW CONCRF_Tf= LAN:�)'_E?qAFEI�) AREAS-1 CURB CUT I DRIVEWAY 4 CURB CUT REFER. �TO LANDSCAPE &'Hl(5H META I PER cir-r STANDARD R.O.W. KD7H = 60 F7,15TREET WIDTH 40 FT. I DRAW q6S Lo I FENCE � SATE I sv!) SV9 svo SV9 SV9 --- SV9 SV9 SV9 SV9 SV9 svo SV9 S6 svo — SV9 — SV9 — SV9 — svo — svo — svo — svq — svo — svo — svq �vq — SVD — SVD — svq — svo SVD SVD svo < Lo sV9 SV!) SVI svo / I svo — sV9 — SV9 — svo — SVI)i SVEI sv!) SVID sV9 sv!) sv I sv!3 — — — sv!) I — — — — — — — — — — — — — — --- — L — — — — — — — — — — — — — — — — — — — — --- — — — Lo�I o 10 SV9 — svq — sto!3 — sVr) — svg — SV9 — svq — SV9 - svo - SV9 - svq svo 3 — svo — SV9 — svg — svo — svg — svq — svg — svo — SV9 — SV9 — SV9 — sve) — SV9 — svo — sv!) — SV9 — SV9 __ SV9 — sv!3 svo I —Svg — svo — svo — svo I I Dev, CITYNTPLMIV REN7'btv 'NG JV I SITE PLAN= �.�� RECEIVED SCALE: I''= 10'-0'' .1 O W a: c cc$ 0 0 (Lco U. I JUL-T- 11, 20 SHEET NO, A�.1 200202 MlCR0FUv-sL_L PROPERTY LINE II DETA I L5 i I EAST ELEVATION D16165 FOR DETAILS I, GARAGE — — — — — — — — — IEL. = 30.0' IAT 4,TAIR TnAFR I A L E. Lb( I` 3A "f-1 0 DEVELOPMENT PLANNING CITY OF RENTON JUL 12 2002 RECEIVED Z Gz w fr Q w Y H O � Z O W J C 4J co V 0 cis a LL JUL*1' 12, 2002 ca SHEET NO. r m C A5ml a y 200202 S o ---0 5TANDI NC - METAL Rc IM5A ZAC CEDAR 5 TYP. ® 5, COLOR: E ALUMINIUh COLOR: L BRONZE BRICK- C MUTUAL N SHEFFIEL PRECAST QUOINS t FENCE-Rf TO LAND' D^65 FC DETAIL5 EXISTING GRADE STAND I i METAL f CEDAR NOTE: f TO SOL ELEVA' FOR CC FENCE, REFER LAND5c DRAAI h EX15TIN GRADE FROfEl LINE OVV 1 IN C:LCVH I IUN SCALE: NORTH ELEVATION n Z- w(- z0 w ou d Llia w Y W C, Z 0 W J c a 4-r co o as � o y.. V a LL 0 N O C2 o w N qQ ��op 4-4 '--ci u o a1 Ey Q F— E JJL T' 12, 2002 coSHEET NO, r m a 200202 co S IV, LME