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HomeMy WebLinkAboutLUA99-013- large format JO B NO : PP P - s S — T m T ] | _ fe) ™ i | = oO | E-h ? a1 i bea a fk es reat et Li eng Tgp cy Na UZzsZ Ta) eee «sn He Boe SS es Ss sft ieee © cleat am C Pr On. ce ¥Y¥oeE oe to > ee i oe =r LO ro) CI T Y OF RE N T O N in g / B u i l d i n g / P u b l i c Wo r k s De p t . Pl a n n i Gr e g g Ad m i n i s t r a t o r mm e r m a n P. E . a 2 ~ iffy z ¥lis | fe j pa ied Souk eS : B81 18 ta 43 G18 & ree x a << “4 Z 5 RE V I S I O N WATER UTILITY NOTES & SPECIFICATIONS 1. 10. 11. 12. 13. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. The hours of work in the street right of way shall be limited to 8:30 am to 3:30 pm on weekdays unless otherwise approved in writing by the Department of Public Works at 235-2631. All street closures, partial or full, shall be approved by the Department of Public Works 73 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48- Hours Locators, 1-800-424-5555. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push—on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI /AWWA C104/A21.4—90. If fittings are 3 inches to 12 inches in diameter and have mechanical joints, the fittings shall be in accordance with either ANSI/AWWA C110/A21.10—87 or ANSI/AWWA C153/A21.53-94. 3 inch to 12 inch diameter fittings which have mechanical joints and/or flanged joints shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s), may be in accordance with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with ANSI/AWWA C110/A21.10—87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA C153/A21.53-94 or with section 10—4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. Gate valves shall be iron body, bronzed—mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller Company NO A2380, or M & H. All valves 12” in diameter and larger, shall be installed in a vault. See water standard detail for 12” Gate Valve Assembly Vault and 1” Bypass Installation. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.0.) of 5-1/4 inches, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4” pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2” hose nozzles shall be me, with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4” pumper nozzle shall be fitted with a Stortz adapter, 4” Seattle Thread x 5” Stortz. Stortz adapter shall be forged and/or extruded 6061-16 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8” coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning “PIGS” prior to disinfection. The “Poly Pigs” shall be Girard Industries Aqua Swab—AS or approved equal, 2 Ib/cu ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. "PIGS" shall be cylinder shaped with bullet nose or square end. The City will assist the contractor who will perform the cleaning operation. a) All water mains and services shall be pressure tested to a minimum of 200 PSI or 150 PSI over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7—11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. b) All water mains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced in 1 above. A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap contractors with prior approval from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on-site prior to City notifications. +3; 14. 15. 16. 17, 18. 1K All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap contractors with prior approval from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on-site prior to City notifications. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services 24 hours in advance of backfilling all construction. The contractor as well as the Engineers shall keep as-built drawings. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the Department of Public Works. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Call for subgrade inspection prior to placement of final patch. * For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in unimproved areas and schedule 80 under improved areas. All chemical process lines shall be schedule 80 PVC pipe. SANITARY SEWER NOTES & SPECIFICATIONS 10. 11. 12. td 14. 15. 16. 17, All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department at 235-2620. All street closures, partial or full, shall be approved by the Planning/Building/Public Works Department 72 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction” prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. All locations of existing utilities shown are approximate and itshall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. Plans approved by the City of Renton, Public Works Department, shall take precedence over all other plans. A copy of these approved plans must be on the job site whenever construction is progress. The contractor shall provide the City of Renton with an as—built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or Jicensed professional surveyor. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. Datum shall be City of Renton, U.S.C. and G.S. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- _ 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6” above and below the pipe. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slope in all directions to match paving. SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS 10. 11. 12; 13. 14. 15, 16. 17. 18. Norman B. Yelin, Architect (206) 323 — 2707 AMIR ENGINEERING, INC. (206) 762-4982 My, err, STRUCTURAL, CIVIL CONSULTANTS Sa 7: 700 — 108TH AVENUE N.E., SUITE 207 <S, Be BELLEVUE, WASHINGTON, 98004 AL BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. All construction shall be in accordance with the "1994 Standard Specifications for Road, Bridge and Municipal Construction” prepared by W.S.D.0.T., and the American Public Works Association (APWA), as amended by the City of Renton Department of Public Works. The surface water drainage system shall be constructed according to the approved plans which are on file in the Department of Public Works. Any deviation from the approved plans will require written approval from the City of Renton Department of Public Works or Surface Water Utility. A copy of these approved plans must be on the job site whenever construction is in progress. Datum shall be NAVD 88. unless otherwise approvedby City of Renton Department of Public Works. Reference benchmark and elevation are noted on the plans. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Department of Public Works, Surface Water Utility. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Department of Public Works, Surface Water Utility. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. All pipe bedding shall be APWA Class °C”, with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea grave! bedding shall be 6” over and under P.V.C. pipe. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. , “ All catch basin grates shall be depressed 0.10 feet below pavement level. ee Open cut road crossings through existing public right of way will n owed unless specifically rot be all , approved by the City of Renton Administra ldnriing/Buleing A abIne: Woke Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of 1 foot and must meet the following specifications: 4”-8"/40%-70% passing; 2”-4” rock/30%- 40% passing; and —2” rock/10%-20% passing. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the Department of Development Services, Plan Reviewer or Surface Water Utility. An accurately dimensioned Certified as—built drawing of this drainage system will be submitted to the City of Renton upon completion. Issuance of the Building or Construction Permit by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. The Contractor shall be responsible for providng adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the lift, 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 an approved traffic control plan by the Traffic Engineering Division of the Department of Public Works. All sections of the W.S.D.0.T. Standard Specifications 1-07-23, Traffic Control, shall apply. Special drainage measures will be required if the project location is within the aquifer protection area (APA). ARCHITECT: SURVEYOR: HEBRANK, STEADMAN & ASSOCIATES, P.S. 6564 FIFTH AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 762-4982 g ot ENGINEER: OWNER: MKD DEVELOPMENT CoO., INC. BELLEVUE, WASHINGTON 98004 4). Fe as (425)452—8202 2) “aC ‘ r—- 10020 — A MAIN STREET B—110 to: ‘ pen et en : i ? A Ye i = EY, Ly Bahn?! Ae Ey / a de meget t1G-B or es XPIRES O_/ Le __| La 7 ' ie bee 12 - 1 6 - 1 9 9 4 C2 RG PP P So h ) JO B NO : M. K . D . AP P A R T M E N T S 11 0 WI L L I A M S AV E N U E SO U T H RE N T O N , WA S H I N G T O N GR A D I N G & UT I L I T Y PL A N PL O T SC A L E : SURVEY LEGEND WATER VALVE WATER METER UTILITY POLE WITH LIGHT SIGN SET 1/2” REBAR RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s ts CI T Y OF t. Gr e g g Pe n n e r P. E . , Ad m i n i s t r a t o r R GO L A M P O R , P. E . | - R GO L A M P O R , P. E . | DA T E | AP P R | Pa c e : H, S & AS S O C . RG BY —p— |\ BASIS OF BEARING PER RECORD OF SURVEY, RECORDING NUMBER 9104309011, VOLUME 20, PAGE 71 CITY OF RENTON VERTICAL DATUM a0 OG GRAPHICAL SCALE: 1” = 20’ LOT 1, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; AND THAT PORTION OF THE TOBIN DONATION CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LOT 1 AND NORTH OF THE SOUTH LINE OF SAID LOT 1 PRODUCED EASTERLY, AND LYING EAST OF SAID LOT 1, AND WEST OF THE CENTERLINE OF SAID BLOCK 23 PRODUCED LOTS 2 AND 3, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; 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 THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 24,026 SQUARE FEET OR APPROXIMATELY 0.5515 ACRE. ZONING: RM—U (RESIDENTIAL MULTI-FAMILY-URBAN), PER CITY OF RENTON PLANNING HEIGHT RESTRICTION IS 95 FEET PER CITY OF RENTON PLANNING DEPARTMENT. REAR, FRONT AND SOUTH SIDE YARD BUILDING SETBACKS ARE 5 FEET. OR 10% OF LOT WIDTH, PER CITY OF RENTON PLANNING SIDEWALK AND PLANTER STRIP NOTES: RE V I S I O N Ai al ad NO . 6” COMMERCIAL ZONE MAY BE USED. (SEE STANDARD PLANS) DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15’ C/C NOR LESS THAN 10° C/C. THEY SHALL NOT BE LESS THAN 3/16” IN THICKNESS AND SHALL BE 2-1/4" DEEP. 1/2” THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. CEMENT CONCRETE. SHALL BE CLASS 3000 AIR ENTRAINED. ALL JOINTS SHALL BE CLEANED AND EDGED. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL “A”). ’ DRIVEWAY CURB CUT (per) CITY OF RENTON STANDARD PLANS (MODIFIED) CURB AND GUTTER SHOWN HOWEVER, OTHER CURBS RIM 1.E. 39:70. 36.05'(CTR. OF CHANNEL) BA C K OF AP P R O A C H SECTION A-A SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. NOT TO SCALE C2 fo NB? 11° | as A os WILLIAMS AVENUE SOUTH BAR 1” THICK TYP. 4 PLACES BARS 1 5/8” THICK THIS AREA 77 BARS 1 3/8" THICK | __THIS AREA OO L R W N . SLOT FORMED AND RECESSED FOR 5/8”"-11 NC X 2” SOCKET HEAD (ALLEN HEAD) BOLT. GRATE SHALL BE DUCTILE IRON. ELLIPTICAL 1 1/4" FOUNDARY NAME 1/2” LETTERS RECESSED va TO BE FLUSH | fe co oe ale cm Zs to SS 2 | ° 4 | 1 ahd =| oP d | lf ‘ NN , r ng SEIT ON dng was OL TIAL! G rc cP TOP _ VIEW \ soot : 23 3/4” LEVELING PADS oid 8 — 3/4°X 1 3/4°X 1/8" en Nise] Re? 1/4" HI ‘a cue 13/8" 13/4" - se 4, 3/4 || =e 23 1/2" one | fr Usye SIDE VIEW Nore SLOT DETAIL . SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD SPECIFICATIONS. . USE VANED GRATE IN CURB LINE. . USE FRAME SHOWN IN STANDARD DETAIL D-—7. . GRATE 1S OLYMPIC FOUNDRY #SM50G OR EQUAL. 1.E.= 35.29°(CTR. OF CHANNEL) 7 1/4” FOR MACHINING 3/4° CLEARANCE 70° NORTH SIDE YARD CONTROL iden ns ee (FROP—T SHOWN) 54” DIA. TYPE 2 CB si SEE DETAIL 1 SH C3 36” DIA (CMP) LEVEL... diel y—-2'MAX \6" DEAD STORAGE i ‘ {| 2’max DETENTION TANK (48” CMP, GAUGE 10) WATER VAULT WITH PLASTIC CAP STAMPED PAC: 162 CATCH BASIN "HSA PLS 29282" a D ae y 0 ‘Ge TS oy Ue e 3 e. SANITARY SEWER MANHOLE LIGHT VAULT | | | oe STORM DRAIN MANHOLE SIGNAL: VAULT og es aN | | | es oe al SANITARY SEWER CLEAN-OUT TEL EROMAMUNICARONS VAURT INV. = 30.7 (8” PVC) : | mirsrer torte. | aS 15 RIM = 38.45’ 4 GAS. VALVE a sGueh Vali? |.£.=30.45'(10" PVC | Wo , GAS. METER gg CTR. OF CHANNEL) | | SHED | AG O TREES |.E.= 30.07" ee | S 00°45’°30”W 200.00’ | Ae pelaeay Yael WATERLINE CE = CEDAR Ns PVC— 7 a * SSS aaa " we e LEGAL DESCRIPTION . OF CHANNEL a ee ~ 14°CEO al Oise fre ——D—— STORM DRAIN LINE Sel Stee pola NUDING SETBACK IN ef > PN ht ON a iy boinc ! PARCEL A: BI = BIRCH “ 4 x rx WOOD 8° SIDE SEWER @ 1.0% 40.0 40.3 sm S—— SANITARY SEWER LINE LO = LOCUST SHED —— T —— UNDERGROUND TELECOMMUNICATION LINE is igi Bec hai ane CHR rae } ¥ Saline aie oad sige BL = BROADLEAF eee 6) ee 40.9 pete \ ea 2 w TO BE REMOVED — P-—T—— UNDERGROUND POWER & pbncdeit alice : = Cre. & 6" pee PIPE oes ( 40.8 ) — NORTHERLY. TELECOMMUNICATION LINE et rg (FROM DOWNSPOUT) ee te x eA ZO-z x Rue ee = PARCEL B: SPOT ELEVATION EDGE OF ASPHALT SURFACE p< F mo] | id oer ; Se : ia | aby =] 1 Wg a ane 2! is = 2" “ S | a Da Sint to = x Z aes =] | WS 41.0 ~> eo. x 35 [es Tot a oe Pau g au AE 1a} ree : N op e 40% oy ' 1 ‘ on pi $ R33 |! 1 % Sa Lher ae =] Le |e 4 — ‘BLOCK 23 PRODUCED NORTHERLY. ‘aa owt 1~STORY BRICK Ya it : PE SS eg 110 WILLIAMS AVENUE SJ Ss}; ls =) ey a ae i (TO BE REMOVED) zZ (m fo) ! | L ! RiKOP |g rast ol 2 nn ‘SURVEY NOTES ee lq | 41.0 NS p al ia ad re ah 2 < BUILDING % ; | 3 we] [| WwW | ”n | Yn | CONTROL STRUCTURE | a ad [ os 40.3, ! 1 rs SEE DETAIL 1 (SHEET c3 | (LI—k 40.9 |—-5' CONC SIDEWALK U DEPARTMENT. INV. = 37.1 (6" ROOF—DRAIN) 4 { a INV. = 34.7 (36" IN) Seer (TO BE REMOVED) as INV. = 34.7 (8” OUT) bY 36" cma |_| (DDCVA) | VAULT : ! | DWG v ENTRANCE | ' (WSDOT) CB TYPE 1L i ita, OUTLET RE @ O3Zt——_| ( FIRE_UNE ae : BUILDING SETBACK IS 10 FEET, w/ STAND GRATE & FRAME SEE DET. . : , . +a P : Mga DETAIL 2|° ! 40 39.8} 116 i ae STND. 2” METER BOX | 40.0| __¢ NEW 5’ CONC BidEWaLK. pone ae DEPARTMENT SDMH INV. = 34.6 (8" IN/OUT) a ] at, p DING CK AINE 414% cua Wee aR as ELEV. FOR |. RIM = 38.64’ | me ame ° ae SE a f fp Pion gem IM seo8 LE. = 35.29°(6"CONC.—E.) [- yi st "4550" | \ 200.00” ] a re= 37.39'(6”CONC.—W.) 1.E. = 34.44'(8”CONC.—S.) oO ALG Fay He ae T LE. = 34.44’(8”CONC.—N.) 7 es Fu aih: a 1 2”MA O15”MA\ YL Tr Aye . — A SAW CUT & REMOVE EXIST CONC DRIVEWAY ° CURB ¥: iSSRE pane hed ° EXTEND EXIST PLANTER 0 SEE DETAL T THiS SHEET RM = 3026 xX 16"_ WDE | , ; Le 2 “ 49 = CONC - NIL | THIS SHEET | ; @ sg - - ai os Eo OA. aor A —330.00’—- 3 ---N 00°45'30"E (BASIS OF BEARINGS) 911.77'——— La Spee BY SPO ~ - Be ae Pine: EH (WSDOT) MH TYPE 1 (48") x ; —>o| cts Cp) jo BEV. Mary EXIST. PAVM’T . = 34.6 (PROP. 8” IN nae eo Zz 4 INV. = 34.55 (8" IN/out) J SDMH (eS die. RIM = 39.40’ == ar smo ee cas = Foy gee = ae © a ee HH fafa jo) te = Secon <6 [a] .E.= 35.8'(6"CONC.—W.) CB 17 1/ 2 ” ee i 2 1/Z- — > a END_VIEW 7/8” TYP. Wn TANGENT BETWEEN Two RADII NOT TO SCALE CATCH BASIN FRAME & GRATE DETAILS ZO N (per) CITY OF RENTON 4 C2 ee PA D RIM = 39.30 .£.= 37.25'(6”CONC.-W.) .£.= 36.95'(6”CONC.-E.) LEVEL PADS (16) 3/4°X 2 1/4°X 1/8” NOTES: . DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"—11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2” LONG. . FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. . SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FR . FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. Pat, ge iss NOTE: ALL METAL PARTS CORROSION RESISTANT. STEEL PARTS GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). 1 NOTE 1 2 | CEMENT CONCRETE CURB }-——17 3/4"x23_3/4” ——| (+1/32", —0” Cp) PLAN | 18"x24" | (+1/32", -0" TYP) 2 — 16"x22” ——| 25°x31" ELEVATION eee eee oe TTR Pe BiG. Ki Esa aE 7 Pry pee es RECEn et ae _TSBGEV Epps 4-777 Daa] SA-H -997- 013. PL O T SC A L E : PP P = — S S = T H T ] a ; 3 EROSION CONTROL NOTES —ae— |\ S) BASIS OF BEARING PER RECORD 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH RVEY 4 H THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEE ee opens Nu Miers | N DEPA OF PUBL GINEER. 9104309011, VOLUME 20, PAGE 71 4 All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the CITY OF RENTON VERTICAL DATUM field and observed during construction. + D & 90 T D e lee 20. <19.:. 6 20 40 r 3: All required sedimentation/erosion control facilities must b e constructed and in operation prior to land clearing 1 | ie GRAPHICAL SCALE: 1” = 20’ rome and/or other construction to insure that sediment laden water does not enter the natural drainage system. All 2 | 2° A 5 erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or SAN. SEWER CONNECTION a LINK FEE | . WOOD FRAME | i rae n> construction is completed and potential for on-site erosion has passed. The implementation, maintenance, oar eee if = St 45° BUILDING ice x Fg hain! as replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permittee. | LE.=30.45'(10" PVC | LIMIT OF ING Ree FABRIC FENCE (TYP) ae aor rel 22° hers Z 5 © = RIM = 38.27 ee prpeoraee a sao OOS SSSR SHER WRE_ FENCE ae 6 UuZzZ — 4, The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements 1.E.= 30.07’ ae er gh WIRE FENCE “aes 00°45’30” 39.9 40. 700.00’ or" 2° Fa] 2 nl o? = oO io all to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the sy ely = se % =e = — —- = = x ee Beant: 39.1, Si ideas Yr> Y permittee shall anticipate that more erosion and sedimentation control facilities will be necessary to insure cm : a= sai. EO ODE 7 S259. NUE BU? i Ps < = C35 complete siltation control on the proposed site. During the course of construction, it shall be the obligation and AA by ae lo Rare GANT reac wor 2 LS re XI Sif 6" concrete BLOCK WALL Iw WY responsibility of the permittee to address any new conditions that may be created by his activities and to provide : “ aS 2° r BS ee ; \ ° “ a eck ae additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and Vr : S e eS ) + soe ca fam a = o) : water quality of the receiving drainage system. PLUG THIS END. * 49" di fh i) ee - ING CP oe pe a a5 ae ws nee) 40.9 ge 8” CONCRETE] WALLS | A) x? 419 2= ae < Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm 2 = O° Spe * eo 3 , ete e \ en soa | VA *s © drainage design, size nor location of pipes, restrictors, channels, or retention facilities. veye i 1 ee SHEETS ELE x ESS ie ‘ z |x “gf ~» co Do ” | | ® gs f N -_ : ; ; x WSS IZ Ga “ ° ~" y NFF=40.0" x | . ite 6. During the time period of November 1 through March 31, all project disturbed soil areas greater than 5,000 square a) eee | | V5 x] ca rt? RSs Bras Pete * NeRICK\Y o z | | nN = in feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic 228 oe | ; is 41.0 : os 4 KS NI ce _ RGARAGE) “ Ves a S covering. ®OO f fee & ENS ma Nee A ee a | Solr » ” oe er eS aad S Fd RRS E Iq] IXNNN +2 we Ls BRAN ee PaMG Se be 145 oy tt ) Ile N . & <|jm iN Sa NO aan go! | ak 4 oie 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days Of, My |!2 anh Aa ‘ 1-STORY BRICK Nl ch+ “hoo 2 2], le Sale ae or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion FILTER FABRIC FENCE (TYP) Sra | 1 us Se & ak iyo WILLIAMS AVENUE SX] g ee J aN mis control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the SEE DETAIL 3 THIS SHEET | Qo! | ee a [] a an . OO Bas Of ae : ; : , fr Barer : en: J 2 1 & N iy Sd . cS "| oI\ a on months of April through September inclusive. Seeding may proceed, however, whenever it is in the interest of the ene Bt 4 % a % x i a pias 3 ae & ee Wis of permittee, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, Game fe, tt! li spe Sh cS XQ sg = | aN BUILDING 0 fy 7, gs outside the specified time period. ete ak | aie | > ‘ is : NJ ipage = Eel ~. " oo 3 : Sess wane a ee a | Hf TEMP| GRAVEL CONSTRUCTION ENTRANCE |) NAW ED | Pepsi i a Es ore 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of er mee i | DEIN 2 THIS SHEET ¢ a if Bae | Pye te ni Be sak fa a: gu 3 feet high is required, with 3:1 side slopes. INV. = 37.1 (6" ROOF—DRAIN) ! L4 | I ot 8” CONCRETE WALL ae Ty “Shee | sll : INV. = 34.7 (36" IN | 3 \ YQ i= 2 oa ; INV. = 34.7 (3 ae br 36" ait 3? | 84 | ~~ | ax ° oO ge 9. A temporary gravel construction entrance, 24 x 50 x 8 of 4- to 6— inch quarry spalls shall be lo cated at all Ppa nine piek oie Tec i, | spl 2 iy a 7 \ 2S points of vehicular ingress and egress to the construction site. (WSDOT) CB TYPE 1L ag: oO se af STAND GRATE & FRAME SEE DETAIL 2 |. : 40. l a? INLET BARRIER, DETAIL 3 THIS SH NE INV. = 34.6 (8" UILDING SETBACK AINE, __/1 ~; SS CONSTRUCTION SEQUENCE SDM | ee eee ae bes aa CB € RIM = 38.64’ 9.3 ., .39.4° A395. 395. - t : RIM = 38.94 nil <3 1. FENCE AND/OR FLAG CLEARING LIMITS TO PREVENT CONSTRUCTION, MATERIAL STORAGE LE. = 35.29'(6"CONC.-E.) pie te SES hocks = : I.E.= 37.39'(6"CONC.—W.) a5 AND VEHICLES FROM ENTERING ADJACENT LOTS. LE, = 34.44'(B"CONC.-S.) 20 MAO |B per" 15"MA ©. 39.6 arr! , LE. = 34.44'(8"CONC.-N.) 7 x38, HF : 39.6015"MA| Ae t 2. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF RENTON DEPT OF PUBLIC WORKS . a: 39.1% : 38.8 38.9 3. INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEMS. ° CURB ce Whe Bunt cur SDMA ‘ot — 12” SwHe © SEE DETAIL 1 THIS SHEET Sal = SO D6 ye Gane. 4 16’ WIDE |CURB—CUT FOUND 4 1/2” SQUARE 4. START EXCAVATION » +t ee a7 a tas e a2 SEE DETAIL | THIS SHEET CONCRETE MONUMENT WITH ; EXC ; 2 BARRIER, DETAIL 3 THIS SHE 1 1a 4968) CONC.-N.) . “i COPPER PIN IN 2” DIAMETER 5. INSTALL STORM SEWER AND DRAINAGE DETENTION PIPE. | oe vA tity ca sie oF ree “is - eign ae west Bi ata ga a re 2" LEAD PLUG DOWN 1.1’ IN CASE rpiinih..&% Cue p —--N 00°45’30"E (BASIS OF BEARINGS) 914,77 -~= ee a a 6. INSTALL INTERIM C.B. SEDIMENTATION PROTECTION. CONCRETE MONUMENT es (WSDOT) MH TYPE 1 (48") / ; 1 1/4" PE IP wine BRASS DN 12 Cp | RIM ELEV.= MATCH EXIST. PAVM'T 7 sage, M V. = 34.6 (PROP. 8” IN 7, FINAL GRADE AND PAVE. 1.1" IN CASE. = oa ke INV. = 3489 (8° IN/OUT) Re ie Soe , co A P 39.1 RIM = 39.40 en i a 8. PLANT LANDSCAPING. > aa 2 oe a Ba rer - om = illic ‘eed L LE= 35.27°(8"CONC.-N.) Al wiz OO = be PY ws 9° 3] a Re °° .E.= 35.2'(8"CONC.-S.) = ee 9, REMOVE TEMPORARY EROSION AND SEDIMENTATION CONTROLS AFTER THE POTENTIAL FOR ?r a s ae a fafa *) 5 LE.= 37.4'(6"CONC.-E.) i eH ON-SITE EROSION HAS PASSED. (2 | (@] ‘Po we arecoie Ws é aa = Sy 4 Sa TTS ) ab geeal WILLIAMS AVENUE SOUTH [ss ene S LOCKING BOLTS MARKED ‘DRAIN’ .E.= 35.29’(CTR. OF CHANNEL) .£.= 37.25'(6"CONC.—W.) S| x ae ELEVATION nee ee Raabe ae 9 ) liek al wae an 1. Except as shown or noted, units shall be constructed in accordance with the requirements SSMH 1.E.= 36.95'(6”CONC.—E.) 2 Z Z ee NANOHOWDS for Catch Basin Type 2, 54 diameter. gee at 9 —eed [45M 2: For details showing grade ring, ladder, steps, handholds, and top slabs, see Standard Plan hee a 36.05°(CTR. OF CHANNEL) Vi tlel Sle PGE Pas Lees "Miscellaneous Catch Basin Details. 74.4, oe be ' [ oz ey a“ -4 3. Pipe supports and restrictor/separator shall be of the same material, and be anchored at OVERFLOW ELEV. a e STANDARD GALVANIZED 3’ maximum spacing by 5/8” dia. stainless steel expansion bolts or embedded 2” in wall. ee peal LEV.= 36.9{" STEEL LADDER/STEPS ‘i ; Be x a | eee yy 4. The restrictor/separator shall be fabricated from .060° aluminum, or .064 aluminized steel, as a 5 or .064” galvanized steel pipe: in accordance with AASHTO M 36, M 196, and M 274. ce DROP INLET WITH GRATE < 8” RISER a a] Galvanized steel shall have Treatment 1. R/W rs) Chg aot = 4 5. Outlet shall be connected to storm pipe with a standard coupling band for EXISTING GROUND ee eo STAKES ie PIPE SUPPORT —6" MIN 19 corrugated metal pipe, or grouted into the bell of concrete pipe. = el oe OTS ALUMINUM 5 Sg, eer PATE 6. The vertical riser stem of the restrictor/separator shall be the same 12° = FILTER FABRIC OF 078, SIEM, ik (SEE DWG NAME D-27) diameter as the horizontal outlet pipe, with an 8” minimum diameter. = $$ =; Rone ee a 6 Pa nT PRE” INLET PIPE 7. Frame and ladder or steps are to be offset so that: i “SEE NOTES 5,6 — A. Cleanout gate is visible from top. igi WASHED GRAVEL 5 Tr - B. Climb-—down space is clear of riser and gate. . ei HORI H oh aca N C. Frame is clear of curb (if any exists). EXISTING GROUND 1. Use 4” to 8” quarry spalls or Ry wos RUNOFF WATER yg, AL aR OM gw . EN 8. Multi—orifice elbows may be located as shown or all on one side of 50’ MIN crushed rock for surfacing as shown. i WITH SEDIMENT 4 The 2] peel LEY, riser to assure ladder clearance. Size of elbows and placement to be , Material with ‘fines’ is not acceptable. Rk} a 5 6 determined by the Engineer. PAae ee Py i] z b 9. Restrictor plates with orifice as specified in the contract plans. 2. The SO minimum length shall be me! ir & bg i) Specified opening to be cut round and smooth. : lengthened as necessary to insure —_—s “di ie kB § 10. | Chetpiout/Shear gates R=25 MIN material is not tracked into the public 4 RESTRICTOR PLATE ——~ 2 hewn ark te Oe MRL ~Alum alloy per ASTM B—26—ZG—32a or cast iron ASTM A48 Class 30B as required. right—of—way. z (SEE NOTE 9) ee Lae ee —Lift Handle either solid or tubing with adjustable hook as required. ep) BURIED FILTER FABRIC FILTER FABRIC FENC ° —Neoprene rubber gasket required between riser mounting flange and gate flange. ® INLET BARRIER 4 2 —Mating surfaces of lid and body to be machined for proper fit. ‘ a mae ra —Flange mounting bolts shall be 3/8” diameter stainless steel. FILTER FABRIC CITY OF RENTON C3 & REMOVABLE : ® STANDARD PLANS WATER— TIGHT 11. Alternate cleanout/shear gates to the design shown on dwg. D-27 are & NOTES: NOT TO SCALE test acceptable, provided they meet the material specifications above and have ree jz on a six bolt, 10 3/4” bolt circle for bolting to the flange connection. PLAN = 1. EXTEND THE FILTER FENCE/WIRE MESH BEYOND THE INLET OPENING ce OF Ria 12. Cleanout gate shall not open beyond the clear opening as shown on "Max Opening of Gate” NTS EXISTING DRIVEWAY AT LEAST 18 ON ALL SIDES. EY Oe SEP LA on dwg. BROS by limiting hinge movement, stop tab, or some other device. RAMP 2. PLACE 3/4” TO 3” GRAVEL OVER THE FILTER FABRIC/WIRE MESH. THE DEPTH OF GRAVEL 9 Li) SHOULD BE AT LEAST 12” OVER THE ENTIRE INLET OPENING. YON picts PLATE WITH FLOW RESTRICTOR CONTROL 1 TERNS 3. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED /s ~~ _ 199 tend as ELBOW DETAIL (per) CITY OF C3 GRAVEL CONSTRUCTION ENTRANCE AWAY FROM THE INLET AND CLEANED OR REPLACED. ar ‘CE pete! sitll Fae 50 cuceenres) (per) CITY OF RENTON C3 AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FikL AND PUT ‘MER STANDARD PLAS FRESH GRAVEL AROUND THE INLET. eos es NOT TO SCALE ape eo sala ‘eee pena * borer oh é ae : SAHT9-0 13 “VIRPURHNUM TL LAURISTINDS ead 5 GM - Parts = 5 : 4 pF botinia FRASED! & FRASEE Cire BAL pea HEAR’ 5 GAL Fo PRASER PUOIIR TA GAL LOACSE BACK MULEH se TINUS 5 Coble “ZUR BE PANTIE LRUZESTINUS VIBURNUM 5 & BESS S$ TYPICAL — PA PVA ° - r foe pow a eed . j < iM . toemt PG oe: , yee THODK PLICATS 1 | , ee AN PALS aio XK | , WESTEIN ZED cévaw 6-8’ toh i ae us ees eee . Se ee i May oy ) 7 -—HEDERA HELIX HAHN S 40 \ a. 2 y || Smesteer wep ce GAHN ENGUGLLVY - ‘ eS > || WESTERN Yep CEosiz cen ZOOTED CUTTINGS ~ * 2 ie NAR SH. ABQERA HELIX HANNS [50 NGA YOLGi i> <a o : . SUNGS YuAGaeSe 2 if. . : HABN'S ENGLISH [VY ZooTED CUTTINGS COMVOM LILAC 5 GAL. P ye: _ . a i — CYSTOS COSBRIENSIS & BS ON > ew . ‘. - ROKZOSe Z GAL / - POUNDS tae: Orr LuyKken @ 7 . OTTO LUYKEN LAUZEL 2 Gal: - LL fe Ry > = SesT = cs || ns so RUNS sez. Kwoanzan | =a fe be Sih “ WANZAM VERRY "4b : CONCRETE RVECS MBA. ASB alae B10 ae pre Ft . g StHt a LOL OZ GA ‘Sie aac f+ ore Mes, FuenivaL 5 . re Ny . BYBRID PINK 3 GAL. | y , ig = | SYRINGA VuULGATUS & 5 a fs int Vip oe ff TOMMON LILAC Saal a pie —— - : T4UGA CANSDENSIS 3 | : —— A / ; ~~? . = CANADIAWH HEMLOCK. 6 -8' : a a vag ms ' F. . : : . _* ~ TAXIS BBCODE FABTIGUATS 3 > > - ALCIOZTAPEYLOS.. UNA -URSI ‘a . 1 mi = : Aronian CIRCINATUM 5° =) an wa! MINE MAPLE 2-8! (cies) AN COTONBASTEZ LOWFAST IO Lg } fone ; : . > ERUR OTTO LUYKEN 7 Aa LOWFSST COTONBASTER 2 GAL . 2 5 OTTO LUV KEN LADREL ae : TCORNUS KOUSA | : . “2020 CONCeeTE : . CHINESE” Roswoon: b-2. PRE-CAST PADS — ; 2 a = 1 I< me :, . sf « od] Cornus Flonirma Run. S ‘ =! Ae YV RLOWERING DOGWOOD 6-8 Tl. “3 Thhthtth——HL caoctaeris eeccomerss 6 FAD Maws Trege (20) RBA AR ip SS = Ped || WINTERGIZRES GAC ~ eq th: - : ae ae o .. Is £ i : a « plgbAectostapaywos uA-URS! GO 5 ATG] WSNICKINNICK —) GAL ‘ : Ge GINUES Docweans). 3 : . i & Sor T “tl . i RY THUDA OCCIDENTALIO PYZaAMiDAL\Z 1 ep al HH {f+ \) PyeAMineL MeBORVITAE 3-4" \ tS. | | |. EAWH.- ’ | = 4 r. > , 4 easiest | _ fy | y ZSCELIONK ERA 7— |?! ON 1. S| ee ce STYRAX JAPONICA 1 | : —VIRUZNOM DAVID! 15. 4 RED BSCALLONIA 2G [PAN oS ee eB! , DAVID. VIRUNUN \ GAL | i RUQDODENDEON VULCAN | - ae * | RISNICKINNICK 1G | - ARCTOSTAPLYLOS “UWA-UES 11-ate ~ ed Oe KINHICK [NNICK.. | GAL. $7 UES j __ if a / tt a. \\ WILLIAMS STREET ~ PANTING LEGEND BOTANICAL NAME = QUANTITY CONMWION . NAME OROCER SIZE @ ALL AREAS NOT COVEGED BY. RDILTOING , PAVED of SEEDED SHALL He COVERED WITS A MINIMUM 2" DEPTH OF coeese(i'/27D 2" MINDS ) BAEK. e AU LAWNS € PLANTING AREA TO BE LIZZIGATED w/ AN AUTOMATIC SPYINY¥LER SYSTEM - =. CORTIZACTENS, TO DESIGN ¢ SURMIT Foe FOR BPPROVAL N LANDSCAPE PLAN SCALE Yea"= P-O" ~ Ji’ - RAYMOND A. BRAUNER ‘ AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS J LANDSCAPE ARCHITECT - SITE PLANNER als 117 S.W. 300th PL, FEDERAL WAY, WA 98023 JED 2/18/49 RECEIVED FEB 1 91999 oe MKD DEVELOPMENT CO. INC. SeiLA1-013 ¢ ) (O P E ON re ey on e LO N G II T OR C ea r ei er e ee . : r ae r Co Co n e Ae CR U E EO I N eT CI ee = oe ca t GE ti n oh ie ia l ’ ; t ¢ 2 TE E R EE E 1 a ys 7 Se a Se ea d an a e s gE Ea ar n t pr e ge e n ac r e PE E ge 3 Fe r 5 a x Ha k oe ‘ : ) Se a 5 cs php ie s . : x pi e m a y , = } ie jg ‘ 2% : pe a r s , ee u oo aa Z ee re n n e r sc c i t n m e t a r t n c e i ao n tn e t t n e s t o t n c e t n g n as i a n | [4 -G 4- 6 ) ee e ? o- O | ee oe 8- 0 B- G | oo fe , ] rf] AIWIS NOLWAS Sa L6evS ATIWSS HINOS ey is [] 1? -,| = 1e7) nO-b = sort NOLSWAST ee s ER wa s t e se cepeihameentieemnnetiticemnnstiiemenntinemmetiim titties tit TiN eco oer Oe ae ee ee | ‘e e s 35d la ONIMSa TSAS5 SaMor AooriA LS | AOOIs ANZ : 2aoo1s au¢ ALwid ag dol JBARq ASB AaLs ONIAAWe TEAR Baddn 35dia — WSAST 4BazLS wooid isi Boots ONZ Aid da € “Bivid ao gol SNDRNA TEAST 2aMo7 ONIneNe TBARS aaadt ie PLAN N vm: CITY OF RENTON: o~ si VELOPK ma pid eye) ve re ben 0.14.41 a i ; . y oe a 2 ee gS LL 4 J 5 let IE a = VATION L i/@" = |'-o" (/B" = |'-0" 12% 4 - SCALE bi ee bese ee em mm a eee eee ee e | | ia WEST ELEVATION SCALE ; = ik we e k s AN SA R E E | ae . } rt rt e nm e ra r no fe n er e LOWER LEVEL PARKING LOWER LEVEL PARKING UPPER LEVEL PARKING ToP_OF PLATE UPPER LEVEL | Tor OF PLATE > £D FLOOR 2 NO FLOOR STREET LEVEL > RD FLOOR Z ND FLOOR PARKING 1 OT FLOOR RIDGE RIOGE Re ia l a i a pa tN eS Nt OA nt ay s ht an c ee PG RA RI DR IE AE AE I EA M , SO L S LO L I AE AA A AN en e ac t am . (P O N S AC M E RU E AE D SI R OL A AB E L RA D A R We at Ch ht ht Rb k wk nt ON E ta t LK CK L AO OK BL A OA L AL Nh i ae ) Af . is 4 | i ae “s s ; mr i? es , we so ti n t t a t i e e r s t a e ri v e r e e me ee re aa a a ai a PO R E S DE E R E PE T E Pi oe op e Da ha e m ip SS eu eS RE eR e Aa co d ee e PN ES Se t St si A, LK TT RE CIS MR O ee r ne ee r TE S Es SO ne y ne eg it ac a an t aa c ee a a ee ; ; 9 t a 3 a ) > ) | ti | P- G O l va g u e : : @- , O 2 O- , " Z 2- 0 8 | O- v e . * ° ' , ee ; { ~ : 4 a { ea e ! | : WO N E ON S | | a] i | ai e ir e bh i j ‘ i) | . H 4 } a fu e Aaa Saecemrae temper nremee vey oe wo k e n Ge ie Ma k a a Cee [NEW CURB CUT cht ane ata pantie men { ‘Ne 2 UNIT in ¢ ’ DEN ery : ; % N e e a l B ® B e s ‘ a e E s k e a r a t & SA E E D Be l P O E T 7 Y z i f g a g me a t ee 7 i e e | : e e e | = i : * ; S e a c t h t e a m r e ae s o a n e a e e # I p : ( ft p ta ee ne ce p km ee ae ie bp | } : h e S I R N A S R O R Y G E R E N B L E E T S Y 5 Rn P e % x f h a n e s e e e m e e e S o a r e s a a ee e r e n e e ” S e s » ~ J s a St i 2 “ w e a n o F : 4 a « B a A p | e e , = e e a i y t i l o b e e e e a e | 2 S S e n p e a e | T a e g a e m e a t e r e m o J s a w A l y e e > ' S Sm : on e ? { a a e e c ~ TZ 4 1 : 3 rN S | : E t t 5 e a e p o p tl a ; ah @ $ = al ao : 7 < < i W e f a a * f a b ‘ AL T . “a e S2 5 : oF wy y y { ne e i o 1 e e s M C S P i g iy ar e c o n i p h n n p d w n t p h g i n Se ti n t a e ab n o n a en e ‘ M e :. o ta e s ‘. g ( ) k s L i E t a S s © W y a e R e a a h o a a e H a r e f a i s a e : a t a S e i i t h i n e R e i he A c ) S y g S : 9 i g a a e a s e N y : w i e . ‘ 9 8 1 5 : O r G @ e n r l s , i i ; La d T H 1 i i be a c SS a e s s w T L G a H e | C T E e a H T L E ] i i a o Q i n a = - - e o e F S H i i a a e e e s u e v e c t a c e c e n g o v e a p e e i e r i r s H h ee = f y H e } : T E P E R n i Z e e H u n e e E e r i e e e e s e e t e n i o u n a n e s e e i e e e a w a c e a i e g o w pa” Y p>" TOTAL . 7 ae ae ci s ai g 92 S se e ie z S 5 = z et Bo e ne aN OY TF te to y 2 ee ee ee : fo a We e ze oe ee e 2 ae in Oa is e 3 2) aw Yo io : : = Wi 22 he S| bw ww ab e e e Qi k h o c o r af au AA LN S W a A W d PAVEMENT PAVEMENT BAYS Oo ~ Oe os r- Sl e t O- e y * 1 3 i ie ae 1 a s Wt } Soe 2 ic e ‘ Fy ‘ ‘ ; re a . ‘ 4 mP a ¥ i . ’ 4 : ; J ~ ss ¥ Bo e ee eh < ; ah ae Z ‘ ; : ey ab a n ks : ¥ as Z. : Re s e ip s a ae 1 as t nk in ES IO es gn c Rh I Qe RS tA Se OL Li SI C A L a OM 0 a IR E B B BE S S AB Ce BR D ic . Cd GP TI A R GI O BS . Be e Ne FE RS a a ea ne 2 \ f : ? s “ { Pe - . ‘ ! H / BE A : aoa Bg : ; = 5308 W 1/2 ~* ‘eee _£ f Etat AY: Ba is we : TAIL = at 25 aS : ‘ ht Rel re) ( oer: x Pr Be oft ~ 1940 . ome ; ee ga oot ’ : ; re TOE \ 3 , 001 02} e \. 4 * ( LOWS \ : : { % bY ¥@) 8 + \ | e % j SN soto ® , <r Ee) : » bo) ie ay ( N) sees vy ; % 4 pete. \ ( e %, ' \ - ma . 4,43 (9S \ t) “ey eA % Ai 4 oe \. FF : — bo me m 4 J = rs 4 x SS Be a Na | i, 2 “«Q) VN SNE : e 4% 3 3 Zn sce - g x NSS Y \. © 16t4E \ sit es Nes * | Sei oss.5 aN g gelee | LN Sac Fes ; Petcare =—ee= =! Ya it i TR "acme 4 i / oe 0 Sh “fs y GE a ae ; SOE > a ee i =a © ' ( — \ big tJ UL \ 78 ! uJ ‘ . va 27 e WOE. te 1907 4" 2 ey y og Te Me oe N = Ce at 9 aa | ¢ \ u) a 5 NN ; Y N & aS > mo N 8S £612 VN WV aay ks |} cs a) Y) N\ As ok mi? | 4 { < o - te Fines a 9O*O 7 vate ’ Swen. Bra) eas. et 4s ‘ 09 id oF Ps, ineed! [iS aly eA ' O F ®& tie Sa ? 5 oe ae I jt If oho ee @) O Ba Y) : Fears & VY) oor La) 7s Gan > wn ¥ a aa fx) ‘ { id ‘ el se s “| el oO we = EStZ Se | OTT 12° DRAN TO RIVER , | ee ca ae LJ ia peel 4 Se yY ,0a7 ‘ i pw | ; | all eo DETALE £165] at ani eet ee ee ak ef is e ~ 4 P Snes = Z bee ty Sie 7260+ in] PES f ‘ re ig st a on ena e oti a es % : y ————— 599+ \ + pti LN Se ae ro ea a "e ; a $9 re 4 rl ee ela { : rs iri . - ie : ee ag { : ee : d © = ; ( ea ; ( | PFD : 299g | \ ' ! fo) 44 ( a a oH aes Cte ‘8 ; | ( = cae: a OF 4 ear = 4 Es OF: —— ri : : : ; dy 4 : . | 1 ~ C040 ay er t iz } HAnog at Ieto 3 RENTON AIRPORT P| SE SS A de la ie ge Pe Ree ; , Fo es ee IN hy GNe P/B/PW Technical Services : i . } 4 = se os : ‘ R. M gos’ D. Visneski Airport & Zoning Designations eee icce | aie ees a 6 Mwy (now | A ati we tated eciee | ae emreee ‘ * | | en . - ” | 3 © ’ 17 J te a } Ser | a : , EMPLOYMENT AREA | ‘ eames - ce , : MULTI-FAMILY é wes: [iC] Residential Multi-Family Suburban Center (ca _] Commercial Arterial 4 RC esource ' : pee ii | [RM-U] Residential Multi-Family Urban Center | co_| Commercial Office | ‘ Residential - 1 du/ac os Sacer com, rome : - ncaa’ i, Bs tee Residential Multi-Family Infill Industrial tailed « Os) 3 ees i = 7 q Residential Multi-Family Neighborhood Center Industrial — Medium . ‘ : | A : ets ha : Obes Bi it CENTERS Industrial - Light : re “fy : Residential - Manufactured Homes if ag gay Sa ; ies MISCELLANEOUS DESIGNATION e: : ke Ses Oe a # te Residential - 10 du/ac Genter: Downtown, js cs Dif... 242: TS > 5, Oe ON 4 Zi Lise -- cc | Convenience Commercia Residential - 24 du/ac Center Suburban “eee 5320 Ww 1/2 ; é j Center Neighborhood woiiC oO 400 800 é ee 2 re 0 3000 6000 Center Office Residential -—-City Limits UTILITIES DIVISION AT a a es ; 0 3 Be as % ' a a —— 10,000’ Airport Offset P/B/PW TECHNICAL SERVICES wiesaaeaned 1:4800 2 ee = Sade’ —.== 14,000’ Airport Offset 02/25/97 : 5317 W 1/ Sees |". ia Ronee | | | e { | | i ie “ ios a oF cag iy, As es 5 ; { : ' ot f : ee, aspect ee: se — see ft { : ‘ ‘ ; P : oe aT Sete hee faa ae 5 j SURFACE RENTON SANITARY SEWERS ~~ LEGEND | : ha et LEGEND = SEWER LINES ' a nai PRIVATE SEWER LINES. dkcnplue sagem om tse Pe ga SRE es Aelia oom ie Fe me oe Oe Meenas re ce FORCE MAINS ee: SECIS Poe een Er METRO. LINES 0 CATCH BASINS e”" MANHOLES : : * vata a PRIVATE MANHOLES an < DIRECTION ARROWS ps | @””* METRO MANHOLES i — 7 aio aes poss CULVERT CROSSING | ces ae 2 CLEAN OUTS | J ea : a es ee RENTON CITY LIMITS & a ; un < DIRECTION ARROWS a = ‘fe |i ; Ns = ve ae Me UFT STATIONS cos oa es ; ae Z = FLOW DRECTION fx) 4 764-11 = 7, oD td 3 Z, 4-10 tr ns tank CAD BES BBL COED BS RENTON CITY UMITS ‘ —_ by SN i feo) nae aN rs bh Ww) ¥* ati / DISCLAIMER adh BS . ed THIS INVENTORY INFORMATION FOR THE STORM DRAINAGE SYSTEM ; i Nae ut 5 te Me IS SCHEMATIC ONLY. IT WAS COMPILED FROM NUMEROUS SOURCES, | t fe os IT IS THE BEST INFORMATION AVAILABLE AT THIS TIME, AND SHOULD | DISCLAIMER: : Mont SOT RESPOMINE Fit ceeens oe oe THIS INVENTORY INFORMATION IS SCHEMATIC ONLY. !T WAS COMPILED 3 E 17,05-12 *~ INFORMATION IS USED FOR ENGINEERING PURPOSES, DESIGNERS | FROM NUMEROUS SOURCES. IT IS THE BEST INFORMATION— eh i ARE TO FIELD VERIFY THIS INFORMATION. AVAILABLE AT .THIS TIME AND SHOULD BE USED FOR GENERAL Mee t BREESE oe GUIDANCE ONLY. THE CITY OF RENTON IS NOT RESPONSIBLE FOR eee = ERRORS OR OMISSIONS. WHEN THIS INFORMATION IS USED FOR ; : PLANNING, DESIGNS, AND/OR CONSTRUCTION PURPOSES, USERS ARE TO FIELD VERIFY THIS INFORMATION. 0 400 800. on 0 400 800 bs intl Xe bass Se « {fy use = Dai Ce 3 ‘~ 0 : <Q, 4 CO Naa. nee eae ot aa pana oe ge eM te ba oe Oe te Sa ia OE ceecate gh pry \ =U eS : M A | UTILITY SYSTEMS Sy oad ‘ . +] P/B/PW TECHNICAL SERVICES “3 sh S02 pias ES ey ae + Bohs 3 TECHNICAL SERVICES _ ‘ aes Et aahD } Ah esate Zo Leones gs : | 5317 NW 1/ 4 531 5317 SW 1/4 : ( : im ae) ; : = - - 3 Sé 0 2. Ny - “ / Xt a P 4 : \ : ' ? a f : 4 ae . & ? 3 ‘ , \ ; P \ ‘ Yai P Jf is : o \ or fs ve a > om Gs i Pe coe Tat PO as een EE SE A , CET AR 9 SE a, OAT ROR ODEO: OS Sh, wee a Ee EE SR, ‘AP os, ae reer Ld — eS a Se ~ — —— i RO ARI a : ma - Se sins 4 e ‘ ms sinh Bs 5 i es : 3 : BASIS OF BEARING PER RECORD , , : , OF SURVEY, RECORDING NUMBER : ai Ss ) 9104309011, VOLUME 20, PAGE 71 ~ a : f . : CITY OF RENTON VERTICAL DATUM alee, ‘ : ob 0 ae es AG oy te - a GRAPHICAL SCALE: 1” = 20° : » age : INTERSECTION OF FENCES 3 ( ; hee i IS 0.6’ WEST AND 0.5’ dell | ng OE ; CoA emai : o T.DaC. ©) WEST EDGE OF TaD .Co 1€2 a nies LEGAL DESCRIPTION ed Be , tes * ; T..C. 93 CONCRETE PAD IS ZY eT Se Lae pegs | 3 2 ee Ee PROPERTY LINE SS OF ees <8 ,7—SOUTHEAST CORNER OF Sid 1 ie 7 ba ERM on . * 9° IS 0.4" WEST OF , TH AND LOT 1, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN 2 ) ae se ae Pay VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; AND gee ae Ate 4’ CHAINLINK FENCE x ™ Pee on: | 0.5’ WEST OF PROPERTY ; : ) oO ete i Mie. aacea WOOD FRAME END OF FENCE CORNER. : NN CLAIM LYING SOUTH OF THE NORTH LINE OF SAID LE.=30.45'(10" PVC | Peake gk WOOD eae EAST OF SAD LOT 1, AND WEST OF THE CENTERLINE OF SAID BLOCK 25 PRODUCED = SSMH CTR. OF CHANNEL) QOS RONSON E END OF FENCE Is 0.4 gage he, NORTHERLY. é A pee oo 7S, eee Moke 130” 39.9 j “e 2 © OF PROPERTY CORNER PARCEL B: NE.= 30.07" 39.2, S$ 00°45°30"W 742.8 ‘i 200.097, 5, .¥ '> Ao" o Soe . : cpoaodie: £ (0” pvc- ctr. ===s= th a ae = : — ‘ 2 AND 3, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF, Rt *. r= pune yh OR Fat ~,- SE UES RULES 3224 Bil Al\39.4. 39.7% 8.57 %39.4 | _iK*cEO FoELED 3.2 39,9°O18"BY].9" _“—5' WOOD FENCE E 4 | IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; AND 3 ey fo > CNN fang . o Soh KZ gi] “8” CONCRETE BLOCK WALL je) THAT PORTION OF THE TOBIN DONATION CLAIM LYING SOUTH-OF THE NORTH LINE OF SAID ~~" / f: ess eo @” , Ss aa " of LOT 2 PRODUCED EASTERLY AND NORTH OF THE SOUTH LINE OF SAID LOT 3 AND LYING = race f : ‘yg 9 3' METAL RAILING ees 42 ca EAST OF THE EAST LINE OF SAID LOTS 2 AND 3 AND WEST OF THE CENTERLINE OF SAID — ; YS’ CORNER OF WALL ON 6” CONCRETE eiae BLOCK 23 PRODUCED NORTHERLY. ‘ oe cca ae . he hal eye IS 0.5' WEST OF WALL oy Li oy oi ae ae ace 1.2’ EAST O RO ; a : pet SURVEY NOTES le Meg ee: ee 37 VE inayat | 8” CONCRETE WALL | BH *? Ea | @ vias Se i (CAGO TITLE. INSURANCE COMPANY COMMITMENT : m Ng FULL RELIANCE HAS BEEN PLACED IN CHI . ne 9° ‘Mis ATED SEPTEMBER 4, 1998 FOR LEGAL DESCRIPTION AND REVELATION ‘ : , fens TOBIN DONATION CLAIM ” | Roi cs RRSENENTS. NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE eae ES v — T.D.C. 111 pero oe — ae ve vi ED IN THE FIELD DURING THE COURSE OF THIS ~ . é ‘ é ae | hoe ‘ é THE. MOMUMENTS SHOWN HEREON WERE MSIT . ae | = | | f bleg 3? ae v gals pe SM |g Se Ra eM OMENS SENG AE INU AO OS : 3 Oo 4 x x x ¥ Bag . & © . - “Ar 6 Zz yes Bee: TOTAL STATION CALIBRATED AT A NGS BASEL! . ee eae ae | Er nae © “ S : a e$e as ea aie QQ)? | 9° 3 BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS DESCRIBED AS: fo : 5 a we Te ee ol ; : CITY OF RENTON BENCHMARK NUMBER 1939, ms : a .. _uIS SN NN TOP OF LEAD & TACK SET IN CONCRETE MONUMENT AT INTERSECTION OF WILLIAMS.AVENUE ss , ToO.C. 145 i eo <j@ eek teeta &y S. AND S. RIVERSIDE DRIVE, AS PUBLISHED IN "CITY OF RENTON SURVEY CONTROL NETWORK", ae IZ : gine «0K 4 —~stoRY BRICK ?h 2; Is q so a WITH AN ELEVATION OF 37.35 FEET, CITY OF RENTON VERTICAL DATUM. (11.383 METERS) | <a Vv a Vy a Ls ae S fo) ao oa 2 my 2 ° ae : : 2 Re O WILLIAMS AVENUE S et Se 3 © ~ N Een | i THE PROP DEPICTED AND DESCRIBED peneon Bs ag AN AREA OF APPROXIMATELY | Saas ‘ oO! toed VL 9 9 : \ Y . v . | to) N\ oO 24,026 ; E =O: APP j é % z ek ae ) : ” \:—~ 2 © CONCRETE 38.0 BOTTOM © : : soe. seis : ; | | : 2 ; wor « x window Srraow “Weel Yoel]. x 8 al \ ate = > ZONING: RM—U (RESIDENTIAL MULTI-FAMILY-URBAN), PER CITY OF RENTON PLANNING = | 9 : ¢ ) : is 2 | | ty pea (TYPICAL) Besa © a wy 7 CONCRETE ” 43 laa tsa i eae 12 < 2 PADS OL ey ie & | WINDOW WELL Sp) . HEIGHT RESTRICTION IS 95 FEET PER CITY OF RENTON PLANNING DEPARTMENT. ee | 7 | zn e oo % . : Pies Settee ‘ ae ee eae 2 Ka}. 3, 1g" CON i CONCRETE | FRONT AND SOUTH SIDE YARD BUILDING SETBACKS ARE 5 FEET, NORTH SIDE YARD . oe i gr i ie ae al 4 ei wae Wie elds RBILBING SETBACK 1S 10 EET, OR 10% OF LOT WIDTH, PER CITY OF RENTON PLANNING | age se : ‘a at i) eet A Pe) : DEPARTMENT. 7 Si a : SET TACK IN LEAD | 4 8” CONCRETE WALL "he “\P\UBuanteR “IT : - , i a <p Wire WASHER ae sis . . "3 Pet eo IS heal ® [| °° = ° FLOOD ZONE DESIGNATION = X, AREA DETERNINED TO BE OUTSIDE OF SOO-YEAR FLOOD © a= °7 | btn TR Sepa a he eee e a9" oe h | tel ea PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO, 6303360977 F, COMMUNITY : OFFSET WEST | ) “ x CORNER OF * & om Mar my < ’ = SOUTHWEST CORNER OF WALL IS ON NO. 530088 (CITY OF RENTON), PANEL NO. 0977, SUFFIX F, PANEL 977 OF.-1 Big it A eee | ! ee ee ONOnE Ta CONCRETE WALL Is ** : 2 1 fe the oi WEST PROPERTY LINE AND 0.3 FEET | si MAY 16, 1995, KING COUNTY, WASHINGTON, “AS PREPARED BY THE FEDERAL EMERGENCY | os | ‘ ee PROPERTY LINE ON PROPERTY LINE e. " “ ee 3 en Ce ee ae cage é MANAGEMENT AGENCY (FEMA). = ose ee 3 | sae ray SL FRONT_YARD -BUILDING_ SETBACK _LINE ba Certo = eat Shh ae Ke cB THIS PROPERTY HAS LEGAL ACCESS TO WILLIAMS AVENUE SOUTH SHOWN HEREON AS A ==100 40.1 \e} sae SOF as “rh, ? ‘ —-50/-— e @ es 79 im be ies RIM = 38.64’ foj-———P- P id P - Pp P P P P pop pt. pay $2 Pi—xe-P p on “2? RIM = 38.94 PUBLIC RIGHT—OF—WAY. ; = 35.29'(6"CONC.-E. “ FOF SA lo TOMAG BO Re “00°95 S0°ECO COT OO ~, 200.00 39.7 y | Ae [397,000]. tes 7 Ye BR, aes .£.= 37.39'(6"CONC.—W.) eka re = sactwooness) Ko | aa 4 ~ at eae adnate SE SIDR Yd Ke Ef ye Me oe eee Se SH OMTEN PROW A.GOMPLATION. OF PUBLIC. RECORDS AND Ree Pe ete eee 3 ith S NF Rae bg SE BINA © 39.5H@ a _O12"wal_439.6Ois'MAl OY seis \ 1°? ae _——_ B49? VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC ===. * ise oe 7 | ges dee ; ar Wo Wa So ae eee a A a 5. zo RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND eee pare | Oo WN AS BUT MAY eee | R . : : * : : Y , R OR > p D D 5 D 0 | $ Coco NDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR-~— Pees oY SOM Mis og FOUND 41/2" SQUARE DURING ANY CONSTRUCTION. ag at hag eee ee FE ’ 12 STWP RIM = 39.26’ 3} CONCRET Ne aoe ‘ : aes - eS ee wi 2 oe G G I.E, = 34.49(8" CONC.—N.) G Pe C COPPER PIN IN 2” DIAMETER eat LEGEND kee: i /\ Go = me : o 3 [es _ LE, = 34.49'(8" CONC.=S.) LEAD PLUG DOWN 1.1° IN CASE ) 7 + te “4 SS as ee ’ ” ‘ 1 1.77 --- = ay = ’ gee * | —==N 00°45'30"E (BASIS OF BEARINGS) 9 | FOUND 4° DIAMETER , Ba S s s S S s s— S S Aes to ate CONCRETE MONUMENT fa C soe 6 [A G g:3 1/4" PEI "a 3 2 T | b4 = WATER VALVE . . UTILITY POLE aa LIGHT eaters WITH BRASS NAIL IN 2” saa Bir ah ma a = ; . be DeLee DIAMETER PLATE DOWN oo ee T—3—T +1 feces 1 1 1 1 1 1 : 1 1 | f WATER METER “ ge as | ” | foie apr wh G8 5 na ~ 5 1 = a ie ; x = LZ 5 Ls. x - RIM = 39.40’ ‘2 WATER VAULT bd WITH PLASTIC Se ete a i | e an 2” 4 B n° 12 ait fe . ‘ © 12"MA “OY .E.= 35.27'(8"CONC.=N. oe 2 rate 4 Fenn | % 2 (e) Fa j : le} hg . a fayo| a? a} fr) ‘D> L.E.= ay acon aks ne o CATCH. BASIN Sete Sei et HSA PLS 29282 oe Sas ri, t a é LE.= 37. E. : ‘ ae wi) a be) (a TEE : - .E.= 35.8'(6"CONC.—W.) © — SANITARY SEWER MANHOLE LIGHT VAULT . et ne CB : ; # ‘ s ~7¥ STORM DRAIN MANHOLE eee: | WILLIAMS AVENUE SOUTH ou ae 9 S] SIGNAL vou ee © 4 I.E.= 35.29'(CTR. OF CHANNEL) I.E.= 37.25'(6"CONC.—W.) @ SANITARY SEWER CLEAN-OUT TELECOMMUNICATIONS VAULT: : dp) peal als, 1.E.= 36.95'(6"CONC.—E.) Ber ae hein Reon SSMH : ee | 5 (Fs POWER VAULT. * ua faa) RIM = 39.75" | [|] GAS METER ‘ oO LE. = 36.05'(CTR, OF CHANNEL). ! : O TREES eres fe ie a — W——. WATERLINE | # : 00 oes CEDAR ii Sean Te we : : —~D—~ STORM DRAIN LINE “et Me rae ee ; : : Bl = BIRCH ie ; . —~ S —_ SANITARY SEWER LINE to = Locust” : — T —— UNDERGROUND TELECOMMUNICATION LINE ~~ Pl = PINE Se ek € = G — GAS LINE , BL = BROADLEAF ~ ——P—T—— UNDERGROUND POWER & a < TELECOMMUNICATION LINE [_] conorere surrace of : 7 | Se ee Ean “ye —sEDGE._OF ASPHALT SURFACE de ; ie + 3 ~ : | ’ . zi eee rn : . ee te Pee , i < k INDEX Tipe HEBR A NK STE Q Dh f A N > BOUNDARY & TOPOGRAPHIC SURVEY | RE : | “ ; . = : : Ms s : 3 } FOR : N TOWN OF RENTON, VOL. 1, PG. 135 | AM ? | | N BLOCK 23, LOTS 1-3 : . 3 ) < | we y a MASS OCIATIS. Pop. | VI , : : D D E- EF L, QO Pp M E N LE 6 O e 9 I N C ® y Swi /4, ol gee Sec : Rae cage oe , ; / ~ TWP. 23,N., RCE. 5 E., WM. 3 Ki PROFESSIONAL LAND SURVEYORS MKD Ne : BN Re 56 - = re : | YY EXPIRES..09 /21 /99 KING COUNTY, | 4 ITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON AL exons co/zi/oa__ || NG county, |{st hy 6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (206) 762-4982 eee. Sa ? es fl : a ; : : 3 ‘ : J at ss ie : ¢ . . 4 : + : 4 & a ¢ ‘ ‘ ce : s , fe: oe % f Lx : 36 us £ Say € Ps a : i ‘ Ny ‘s A r 7 * - are aS re ae ae 3 Few ¥ : 4 ha ‘ \ és i ‘s \ a Pee RE =a \ all cians S i ae fat! : tinal fal ’ te. . a? alll ¢ ; OAR CCE RE A EE PRA gl OR ORL — -— - . BEDERA WRLIX HAHNS | Hanns ENGLISH IVY * a “ . POODIENIDION MIs. Hypaio PINK 3 —TSUGA CANADENSIS 2 | CANADIAN HEMLOCI. G -2' PR aw a UT et ie ee ee e , ~¥ , vy WEZING “CuAe oe? i Bi hes Re DCER PALAAATUM 1 | 4]. CHINES AZALEA 3 GAL ss e ae ; = is AS os Se gic ae ——ETYRAX JAPONICA \ = ae AIAUENUM DAVIO! 16 ee roe t co Fe es = | | a a “ , 6-8 J] DMD VIBURNUM GAL ct Os ety Nl 7 ( : 3 ; . WOT ETAMS _SIQEEy : , 3 » “ ; 3 . ny 403 ‘i : : : f : : “ sou He “a * es | Bi } : em e 2 ' : ‘ : a a : ees DEPTH oF omoRse( tz igor nie 3 i : Th © DESIGI 2 ort MALT. sts =O wee ae : ree ee ah ae z 3 ‘ i M a , me met , ihr ebalsd nora 8 * ital OF | s : ; ae oe ° WASHINGTON i . | : pate ae re ao RAYMOND A.BRAUNER ~— © kcistertan * ! | a a , AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS ipieersncuhe ah , | 3 | ; | ; LANDSCAPE ARCHITECT - SITE PLANNER et Ms : , : ; 11 S.W. 900th PL FEDERAL WAY, WA 98023 ae : 4 4 : GLAZING AREA ALUMIN. /61 os \20 oF ALUMIN./GLASS | 60 oF eo 4F (80 SF 85 SF ALUMIN /6LASS | AO oF | 20 41 oe BO 85 oF PEEP HOLE | PRIVACY Lock = 7x “sh si head 7 Ty tes ea! = SNe i ry; eae =, ies =e eal a os PAE en — : bis \ : f x | les | | ‘ | ' | sei { , | | 44 f : Fi i | 4 ‘ | ‘ * _ 8 4 : ' \? 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STREET bins A a ee | LIN We tthe a ttn etn ne sien ee mol fe ee ee PROPERTY + WILLIAMS iO eA gad peter hl Nee baie pr an er SP Minaicabacah Batis Paani Bicathaad aa 3 : § i) | L | es ak $ u { ! | < ee , Vn qi iD — 4 (x ) Pa ey bl y § | 0 la k e ed id e § | Oo at , ii t oe ch an ee Wy S O- ” 2 Le Se e ee e be & li s OF * op s © Zi | ™ ef t } — Ww { j { } PARKIN SC ALS pe Be f [ rt i cL Mi n d s yy [ a) = q a ae s om me s if ) oO ES RR ee . | ar e ee : si t i e s Dya s Re e ; am | "O - 0 % | NI D Al t a d o a d PAISAD (3) it-o ile ® IT'-0 \9@'- OVERALL ee e ea l } I i , ; 1 { , \ t | } I ee pire t bag } \ ‘ h { : ae ce i : } a wr he ae ie i IS a ! (3) -™ : Bi s *~ < Ps 2 ee ed % Se a gh ot t da e ge s Ah a ~ as ce lie $0 LIV ING 2 LIVING wet, SR] LIVING aqgent (4) a 4 =e bs es +¢ nae a 3 ott (5) % 5s i A $5 \ ~ “3 \ REINF CONC. SLAB. eee eee 4 ” 7 ce ee a ee re e ee ee e Oo es eS af a 6. a er oe a ar e : bs .% Os - Hanpicae S37. “UNIT ee | - ‘ Ape ee pe Tit esteenes? a aie aoe e SB p i > ; r -4 - - tb e + —s rr ities GO) aoropeere! Ree Dawe Sagi ie ace © A, Door @ 4 - 0 Fal was LIVING - 714 oF O ep an c e n n e r o m e e s 24 ' - O — LEGEND NI I RT Te ‘ ' t { } \ f { f ¢ r ¢ ' } [160 SMOKE DETECTOR. @ 100 EXHAUST FAN @ 20 EXHAUST FAN @FE FIRE EXTINGUISHER a8 EMERGENCY LIGHT OFP FLOOR ORAIN oVe DOWN SPOUT RA mirc | FL Cee. Fe 1/8" % j'~ oO" LAN SCALE es 100 CEM CKITCHEN) 5O CFM ( PATH) NOTE: FORK DIMENSIONS & FLOOR AREAS OF EACH UNITS, LEVEL FLOOZ PLANS sl ag ay ee as Fes re > Ss Seam es A UPPER SE eS 1g ee ee > Wa: Sth i asia ea RS: ae . 7 Te Te y Sd 5 : ) . Wd nd en t Sk t eR Si s et ig i yr § Se pi s re Sa Ey ri a SK ee CR ie A es Se I a # i ¢ DE ge it e eo ek a aa a i de ta ES iS di ae es eo ; sO ag ere Be Sima aie PROPERTY LINE 200-0" i Ye x ote _ | 2 , a 4 2 w fog Oe ee ee oe a © CC pl Oe a ee a a 22 VIee IT-O T \7'-O 7-3 210%, 1-0 ae @-O | B-@ | B-o i slo |) ole’ Ce — “ot H 4 . 4 | tg a 0 eh a ee errs * oe - be ee : ii SS R/O R/Z2) | B/2z 2/24 | z/24 HCV/ | \ x ot = > ra y = ye a s 4 Ps a TR O 7 7 " | ¢ OV E R A L L 2o - o' e- - ~ Zo ' - \ \ \ x x x‘ 20 - 0 " JS R A7 7 2 " 17 7 | BA S lO w m ' - 4 * - \ iS : SN 9 x oo 1 bi tn 8 STORAGE 24 - 0 " = ial S44 | 6/5 | S/o re n e e se t a e ) ' ' | | ! | i tt =, Pn 4 mn . - i. 3 & 4 — oe <}-++ tae = “ Sy | eee si —* | ees. | | PROPERTY LINE zoo- o' i | { ee | | ] : bed / ] | | 3 | | | Le sles | I7T-O a ee. \7-O i I7-O I7-O ie I7-2 : I7'-O Ito ito 1 Blom |. lo'-o | IB@'-D (OVECALLY OO ae ‘) G 2 @ 8 S O NI LOWER LEVEL PARKING PLAN | SCALE 1786's j!- Oo" na e Th a n i i te t HH . FAKKING LEGEND SSSI inaennememeeameneeeeenees aoe Ps sera non score aoe tern onteerer tn = Se SYMBOL) SIZE TYPE QTY | | S/\-1@) T'-GxI5' | SMALL | 14 ? R/!-62 S-oxlg | REGULAR 62 L/I-5 @-oxI9' LAzGE | & } Ra HC/!1-3 > 12'-@Xiw | HANDICAP i ¥ ; HANDICAP | HONS I eT foe oe bye TOTAL : 85