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Home My WebLink AboutLUA00-093- large format CD : TL K JO B NO : CO U L O N ES T A T E S ST A : PA P E R SP A C E : YE S PL O T SC A L E : 1= 1 PL O T DA T E : XR E F : 00 0 4 1 / E N G R / X 0 0 0 4 1 B FI L E N A M E : 00 0 4 1 / E N G R / X 0 0 0 4 1 8 LUANG TAAL ( if VERTICAL DATUM: CITY OF RENTON — NAD 88 BENCHMARK: CITY OF RENTON #2118, EL. 24.09 3 1/2” BRASS DISK STAMPED "CITY OF RENTON BM” IN THE S.E. CORNER OF CONCRETE BASE OF SOUTHERLY LEG OF HIGH VOLTAGE POWER TOWER. TOWER LOCATED NORTH OF THE ENTRANCE ROAD TO PUGET POWER’S SHUFFLETON STEAM PLANT AND WEST OF THE ENTRANCE ROAD TO THE SOUTH END OF COULON PARK. LAKE WASHINGTON ED M O N D S AV E . N. E . OWNER iUHdi Hii tii HULA TE UVULVAAUUT TTD Flinn N {HVVVUIEUTTU TTL N67'28'01°E 30.00 LEGAL DESCRIPTION LANDSCAPE ARCHITECT COULON, L.L.C. 1457-130TH AVE. NE BELLEVUE, WASHINGTON (425) 454-8211 CONTACT: ED BABBITT ARCHITECT 98005 GMS ARCHITECTURAL GROUP 1804 136TH PL. NE. #f BELLEVUE, WASHINGTON PHONE: (425) 644-1446 CONTACT: PAT McBRIDE 98005 S on» XK) NE. 12TH STREET C/V/IL ENGINEER HERMINA EHRLICH DESIGN 713 NE 73RD ST. SEATTLE, WASHINGTON PHONE: (206) 784-8604 CONTACT: HERMINA EHRLICH 4 | SOILS ENGINEER Tract 355, C.D. Hillman’s Lake Washington Garden of Eden, Division No. 5 according to the plat thereof as recorded in Volume 17 of 98103 Plats, page 83, records of King County, Washington; EXCEPTING THEREFROM, any portion of the above described property lying westerly of the easterly margin of Lake Washington Blvd. North; TOGETHER WTH those portions of vacated Lake View Boulevard which attach thereto by operation of law. DODDS CONSULTING ENG/NEERS 4205 — 148TH AVE. N.E., SUITE 104 BELLEVUE, WASHINGTON 98007 (206) 885-7877 FAX 885-7963 CONTACT: BRUCE J DODDS, P.E., P.L.S. oO oO iS 5 ze fd je ae Hi f3 = & ° Wi bi OzS8 <u—u® Fu j= Y) + I< WGA, +-= Zz 5 Sui Ly Ot" s ares )i a ee O vo errn O Orn 28 ge A 22 CoO SE Ex *< PZ, 8.3 i ee TAS SG SE =o a E = aN sail 53 aA 5 23 33 E : 58 at sEP Ww =| i?) 8/818 2/9) 8 s|a|s o}]ri]o el mw oO Qa <x ns oq an) tn a S a oi ~ fe) z VICINITY MAP "= 2600’ GOLDER ASSOCIATES, INC. 4104 — 148TH AVE. NE. REDMOND, WASHINGTON PHONE: (425) 883-0777 CONTACT: JIM JOHNSON 98052 EARTHWORK QUANTITIES STRIPPING 946 CYD EXCAVATION 6,700 CYD FILL 1,000 CYD S/TE EXPORT 5,700 CYD SHEET INDEX Ci.7 C2.1 C2.2 CI.7 C52 CIF C4.7 C4.2 C4.3 CHECKED FOR COMPLIANCE Fee to ECKED FOR COMPLIA Q UNDERGROUND LOCATOR SERVICE : — CALL BEFORE YOU DIG! 1-800-424-5555 ote TITLE SHEET EROSION CONTROL PLAN EROSION CONTROL NOTES AND DETAILS GRADING & STORM DRAINAGE PLAN & PROFILE STORM DRAINAGE DETAILS & NOTES GRADING DETAILS & NOTES SANITARY SEWER & WATER PLAN & PROFILE WATER DETAILS & NOTES SANITARY SEWER DETAILS & NOTES Dodds Consulting Engineers 9—4—00 | EXPIRES RECOMMENDED FOR APPROVAL 4205 148th Ave. N.E. Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax BY . BY SA-00-093 C1. CD : TL K JO B NO ; 00 0 4 1 ST A : ye s PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : 00 0 4 1 /E N G R / X 0 0 0 4 1 8 FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 3 0 1 SEC. 5, TWP. 23N., RGE. DA T E : MA Y 20 0 0 PA G E : OR A W I N G NO : SH E E T : C3 . 7 5E., W.M. CO U L O N ES T A T E S GR A D I N G & ST O R M DR A I N A G E PL A N & PR O F I L E [r e e CO U L O N L. L . C . 14 5 7 — 1 3 0 T H AV E . N. E . BE L L E V U E , WA 98 0 0 5 ” fi on AD . . RS oe ee ee GE 43 8 4 : .. % & CI T Y OF 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 FILES SU R V E Y E D : B. J . DO D D S DE S I G N E D : T. L . KE N D A L L B. J . D O D D S CH E C K E D : AP P R | Pr o v e n : DA T E BY RE V I S I O N NO . GRATE (LD) El.= 47. (UNIT P’ COVER) VANED GRATE RISER BRICK OR __- \_, 40 ADJUSTMENT RINGS AS REQUIRED. (TYP) STANDARD GALV. CB. 2MAX. 2’ WIN. DIA. AIR. VENT. / eae 70 i Q | LADDER STEPS. (TYP,) A NOTE: CB 62 48” (1.D.) TYPE I/ a Nyt El, 38.50 LEVEL HORIZ. SCALE: VERT. SCALE: progr GRATE (LID) EL.=43.8 (UNIT 2’ COVER) VANED GRATE aN 2MAX. -\\ | \ At on ed a 3 ou S| — 12" X 12” TE #2 2 te 12” CONC. OR CPE Z VY W |S en 24” CMP JOLF 48°0 STEEL (14 GA) ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. J"x1” CORRUGA TIONS, ASPHALT TREATMENT 7 CB 67 - WATER QUALITY TANK CB 62 LE. =39,30 24 ” NO SCALE *:|>— OPEN END LE= 41.350 TO CB 60 ™* iN \. Se ; \ 1 ae ee oy eK, DS i SoS Ses = ‘. % ee 2 ail r oe % SAIS Zs bes “Ss wt “0 — i add <4 J a ; - ‘, ae oe ee a “ he mee ait NN Re een Se a a - ¥ Ric i “ ° ‘e— 286 ‘a » ‘. _ | WATER QUALITY TANK YT .. SEE DETAIL SHT C329. | DENOTES sa cu re) HEIGHT OF ROCKER he 64 ~ Ke \ TYPE - 54°0 0B 5 TYPE | oB. 62. TYPE It - WATER QUALITY TANK SEE DETAR THIS SHEET — OB 67 48°9 TYPE I - 48°0 CB-60 | “TYPE | CUT INTO EX. LINE no - ae a a a - aa _ 4 ee _ & vy ait AR! e a Ne ae. _ pnd “" ed “<< D> ee ene” SCALE: | iV nf 1” _ 20’ UNDERGROUND LOCATOR SERVICE CALL BEFORE*YOU DIG! 1-800-424-5555 SEE NOTE 302 SHEET-€32 —_— >= er 50.5- CB 63 Sie ~~ LO \ TYPE I - 54°09 "i — SARSTF FF = 60. oO ww | \ “oARAGE FF = 7 | i \\" __BOWNSPOUT CONNECTION (TYP.) Dodds Consulting Engineers | EXPIRES 9g-4—00 | RECOMMENDED FOR APPROVAL BY BY BY 4205 148th Ave. N.E. Bellevue, Washington 98007 (425) 861-4928 (425) 885-7963 Fax SA-00-094 CFF CD : TL K JO B NO : 00 0 4 1 ST A : no PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 00 0 4 1 /E N G R / 0 0 0 4 1 C 3 . 2 [o) Pat . wr] Bas tyke IE a ray Fl VY) LJ - O Zz O-suw ZO ZS za Ve < jis Heotae WO; ZYOow O 2s S92 14 Of ~ © O LJ -- Y) 28 ee KZ, oe Co BE =D co 4 oO .4 PZ, 8.3 Seee ao psa Ne CT) AS wo SE Ze SNE EN sail 53 Oo VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 ~ T DA T U SU R V E Y E D : B. J . DO D D S DE S I G N E D : T. L . KE N D A L L B. J . DO D D S CH E C K E D : AP P R | so n o : DA T E BY RE V I S I O N NO . GRADING NOTES SEC. J 5, TWP. 23N., RGE. 5E., W.M. 10. 17. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22, 23. 24, 25. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WTH THE LATEST EDITION OF THE “STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION” PREPARED BY W.S.D.0.T. AND A.P.W.A. AS ADOPTED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-—CONSTRUCTION CONFERENCE WTH THE CITY OF RENTON CONSTRUCTION INSPECTION PERSONNEL BY PHONING 425-277-5570. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WLL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE: IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. THE FACILITIES SHOWN ON THE APPROVED EROSION/SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTED/ IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEARING IN ACCORDANCE WTH THAT PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STABILIZATION SUCH THAT ALL GRADING OCCURS WTHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OWNER’S CONSENT BY CONTACTING THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE OF PROJECT BOUNDARIES. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMATE OF APPROXIMATE MINIMUM EARTHWORK AND OTHER GRADING/SOIL CONSIDERATIONS. THE CONTRACTOR MAY ALTER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESULTS PROVIDED THAT ANY ALTERATION /S SUBJECT TO THE PRIOR APPROVAL IN WRITING BY THE ENGINEER, OWNER, AND THE APPROPRIATE CITY OF RENTON DEPARTMENTS. THE RECOMMENDATIONS PROVIDED IN THE SOILS REPORT (JN 88050) PREPARED BY GEOTECH CONSULTANTS, DATED MAY 3, 1988, SHALL BE INCORPORATED HEREIN BY REFERENCE. WHERE CONFLICTS BETWEEN THE SOILS REPORT RECOMMENDATIONS AND THIS DESIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLUTION. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2:1 (HORIZ: VERT) WTHOUT STABILIZATION BY ROCKERY (NOT TO EXCEED 8') OR BY RETAINING WALL, UNLESS SPECIFICALLY AUTHORIZED BY A LICENSED SOILS ENGINEER AND APPROVED BY CITY OF RENTON. ALL ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF CITY OF RENTON RIGHT—OF—WAY WILL REQUIRE A SEPARATE BUILDING PERMIT. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL CONFORM TO CITY OF RENTON STANDARD PLANS. A 4” MINIMUM DIAMETER PERFORATED, RIGID PVC PIPE (OR EQUAL——TO BE APPROVED BY THE ENGINEER) SHALL BE INSTALLED BEHIND THE ROCKERY AT OR BELOW THE BOTTOM OF THE LOWEST ROCK IN THE ROCKERY BACKFILL (SEE DETAIL). THIS PIPE SHALL BE DIRECTLY CONNECTED TO THE UNDERGROUND STORM DRAINAGE SYSTEM WTH NON-—PERFORATED, RIGID PVC PIPE OR AS OTHERWISE SHOWN ON THE PLANS. A SUFFICIENT NUMBER OF CLEANOUTS SHALL BE INSTALLED IN THIS DRAIN TO INSURE ADEQUATE ACCESS FOR MAINTENANCE. WHERE BERMING, FILLING, OR OTHER GRADING OCCURS WTHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS TO BE SAVED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO ASSURE THAT THIS WORK DOES NOT RESULT IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERIES, TREE PROTECTION FENCES, OR OTHER METHODS RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPLOYED. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER A.S.7T.M. D-1557-78 (MODIFIED PROCTOR). UNLESS OTHERWSE NOTED, ALL SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVING. ALL PARKING, DRIVEWAY AND LANDSCAPED AREAS SHALL HAVE AT LEAST A 1.5% SLOPE TOWARD THE NEAREST STORM DRAINAGE INTERCEPTION/CONVE YANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICATIONS SHALL NOT SUPERCEDE THIS REQUIREMENT. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK /S ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE SHALL BE IMMEDIATELY STABILIZED WTH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WLL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WTH MULCHING, NETTING, OR OTHER CITY OF RENTON—APPROVED TREATMENT. STRAW MULCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENLY OVER THE SURFACE TO BE PROTECTED. NETTING MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES. GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF RENTON-—APPROVED HYDROSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD UNTIL SUCH TIME AS THE VEGETATIVE COVER HAS BEEN ESTABLISHED SUFFICIENTLY TO INHIBIT EROSION. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED LINES. A TEMPORARY COLD MIX PATCH SHALL BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS "B” ASPHALT CONCRETE, WHICHEVER IS GREATER) WTHIN 30 DAYS OF TEMPORARY PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT—OF—WAY PERMIT——SPECIFICALL Y, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES. 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 WTH 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 W.S.D.0.T. STANDARD SPECIFICATIONS 1-07.23 — TRAFFIC CONTROL SHALL APPLY. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF RENTON APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EXISTING UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACTING THE APPROPRIATE UTILITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS. ISSUANCE OF THIS BUILDING PERMIT BY CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WTH STORM AND SURFACE WATER DISPOSITION AND FURTHER, CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. 8” MINIMUM THICKNESS OF 2” TO 3” WASHED GRAVEL OR 3° TO 4” ANGULAR ROCK. RERE WRU 3” MIN. HE I G H T VA R I E S a Se (i CONNECT 6” PERFORATED iyn, _.V.G_DRAIN PIPE TO THE "NEAREST DOWNSTREAM CATCH BASIN. CUT SLOPE ROCKERY GENERAL NOTES 1. The rockery wall shall be installed with a smooth face. 2. The long dimensions of the rocks shall be perpendicular to the wall face. 3. The rock shall be placed so as to lock into two lower rocks. 4. The rockery foundation soil shall be inspected and approved by the geotechnical engineer prior to rockery construction. 5. The base rock shall have a minimum base width of H/3, where H is the height of the rockery. The base rock and other rocks shall also meet the following weight requirements. H shall not exceed 8 feet. Minimum Weight of Rock 2,400 Ibs. 1,600 Ibs. Lower 4 Feet Upper 4 Feet 6. These details and notes are given only as a guide and should not be construed as a design. It shall be the responsibility of the developer to secure all necessary permits for construction of rockeries. 7. Rockeries 4 feet and over in height require a building permit. ROCKERY DETAIL SLOPE LINE OF COMPACTED FILL. REMOVE FOR CONSTRUCTION OF EXTRUDED 4°70 5. DRIVING AISLE 20’ 12° 12’ (OR ROAD WITHOUT PARKING) ¢g 20° 7’-6” CURB ROCKERY. (SEE ARCH SITE PLAN) 8” MINIMUM THICKNESS OF 2” TO 3” WASHED GRAVEL OR 3” TO 4” ANGULAR ROCK. HE I G H T VA R I E S (8 ’ MA X . ) Pigerelne ANNES SHOWN (SEE ARCH. PLANS FOR DETAIL) RRR < SEE TYP. PAVEMENT SECTION, THIS SHEET. PARKING 6” EXTRUDED CURB WHERE SHOWN SYMMETRICAL INVERTED CROWN PARKING/DRIVEWAY SECTIONS NO SCALE 1'MIN. P.V.C. DRAIN PIPE TO THE NEAREST DOWSTREAM DRIVING AISLE CATCH BASIN. (OR ROAD WITHOUT PARKING) _— i 9.5" 12° 20° FILL SLOPE 1’"-6 Z¢ ie | 252 r | 2% (MN 2% (WIN.) 8. For rockeries between 4 feet and 6 feet high, the installer or ——- =a - Oceana <ye contractor shall provide a letter to the building inspector, prior ‘K ZN NCA AN AN ANOS j to final inspection, certifying that the subgrade and drainage have been prepared in accordance with these standards. 9. Rockeries 6 feet and over in height require engineering supervision by special inspector (UBC 306b), which at minimum shall consist of inspection and written certification of subgrade, placement of base course and drainage, and finished rockery. 10. Rock shall be sound and have a minimum density of 160 pounds CEMENT EXTRUDE: CURB WHERE SHOWN. E TYP. PAVEMENT SECTION, THIS SHEET. UNSYMMETRICAL INVERTED CROWN PARKING/DRIVEWAY SECTIONS per cubic foot. 11. Improved walking surfaces above and adjacent to rockeries, over 30 inches in height, shall be protected by a guardrail conforming to UBC 1711. 12. Rockeries are erosion—control structures, not retaining walls. material must be stable and free-standing in cut face. Native 1 13. Any deviation in design or in placement of adjacent structures must be submitted with the seal of a civil engineer currently licensed in the State of Washington. NO SCALE NOTE: CITY OF RENTON REQUIRES SEPARATE BUILDING PERMITS ON ALL ROCKERY GREATER THAN 4 FEET IN HEIGHT. 2” MINIMUM COMPACTED DEPTH 1/2” WEEP HOLE WHERE REQ'D 1” BOND WITH EPOXY oeMent—\ NO SCALE 9 ” © SRR OX XLLX AV KS OS RRR RRO \ S 4 xh DVO YOY’ EXTRUDED CONCRETE CURB DETAIL FINISH GRADE AS SHOWN ON PLANS 2” MINIMUM COMPACTED DEPTH CLASS °B” ASPHALTIC CONCRETE. CLASS °B” ASPHALTIC CONCRETE. 4” MINIMUM COMPACTED DEPTH ASPHALT TREATED BASE. 6” CLASS "B” GRAVEL BASE IN EC COUNTY RIGHT—OF—WAY SUITABLE SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY 1 1/2” MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. (5/8” MINUS) 2 1/2” MINIMUM COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. (7 1/2” MINUS) SUITABLE SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY = ay ee ae C3 ry Lk YX ASS AP IED SMU e PAVEMENT SECTION OPTIONS NO SCALE NO SCALE . 6” 1/2” EDGED GROOVE 5 1/2" v 12 ” CEMENT CONCRETE. CLASS 5 (1-172") 78” *NOTE: TOP OF CURB @ DRIVEWAYS VERTICAL CURB DETAIL ae NO SCALE 9g-—4-—00 Dodds Consulting Engineers | 4205 148th Ave. N.E. Bellevue, Washington 98007 (425) 861-4928 (425) 885-7963 Fax RECOMMENDED os FOR APPROVAL REE coc BY AWE Ys tee BY i. BY SA-00- 093 ©7 7 ee te i ia [VIEINITY MAP SITE sr TIS TICS LEGAL DESCRIPTION FOR: COULON ESTATES | Tract 355, CD. Hillmane Lake Washington Garden of Eden, Division No. 5 | 83, records of King County, Washington, together with that portion of according to the plat thereof as recorded In Volume Il of Plate, page ZONING: RESIDENTIAL MULTI-FAMILY INFILL (RM-I) ee —@-20 DWELLING UNITS/ACRE) DENSITY CALC: 36865 SF. SITE AREA, LESS(-) AREA OVER 40% SLOPE (I5OOSF.) = vga eo NET SITE AREA/SS 260 py gpa X 20-Dw'S7ACRE tb vane: Bl et noes Gi 16 dv/ac LOCATION: CITY OF RENTON, WASHINGTON SITE AREA: 36 B65 SF. (O246 ACRE) 144%) 1263 ©“ FLAT,2 BD/2 BA. 1263 SF.+1* 884! SF. | (6%) 263-HC FLAT, 2 BD/2 BA 1263 6F.+1+ 1263 SF. f STANDARD (9'x2'); 3 STALLS | COMPACT (8'6"xleé'): 9 STALLS 7 H.C. (13'x20' | STALL STANDARD (93'x20'): 13 STALLS H.C. (13'x20"): | STALL H.C.-VAN (1@'x20'): L STALL TOTAL PROVIDED: 34 STALLS (2125 STALLS/DU) " RARKING LOT; 6975 SF (18.9% OF SITE) 1804 136th Place NE Ste. 1 Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e-mail: office @gmsarch.com Architecture @Design @ Planning Members of the American Institute of Architecture vacated Lakeview Boulevard North which attaches thereto by operation ier aa of law, except any portion of said Tract 355 conveyed to King County ‘ co Ai ged ATIOS: my a prraerigs ap hi for Lake Washington Boulevard Southeast by deed recorded under BUT DING: ‘ 680 SF (18.2% OF SITED Receding: no. SAOzee. ie TOTAL: 20\62 SF. (54.1% OF SITE) etadlies copes with that portion of Tract 346 of said plat and of vacated Lakeview Boulevard North which attaches to thereto by operation of law, described as follows: 11224 SF. (46%) Inming at the southwest corner of eaid Tract 346, thence N&6°I5'ST"W 33.46 feet to an intersection of the centerline of vacated Lakeview originating North and 4 line lcular to sald centerline and seo Bat at the northeast corner of Tract 355 of sald pilat+ thence Pee 31'53 j said centerline 2633 feett thence continuing along BE L L E W E WA 3 FA X : (4 2 5 ) 45 4 - 8 2 3 1 “C O U L O N LL . RE N T O N WA S H I N G T O N ~ CO U L O N ES T A T E S | bond SIDE [% FE said centerline $64°32'51"E 14336 feett thence N&I°51'25"E 5436 feat to = } e) the southeast corner of said Tract 346% thence along the south line of REAR PONT CUEST ARO S HIN uu | ron ek eald Tract 346, N@4°32'51"W 19618 feet? thence $60°43'30"W 23.00 feet? SIDE (NORTH 4 SOUTH) YARD: 12' MINIMUM 3= ] OF thence N29°'6'29"W 29.05 feet: thence N6!"IO'S!"W 34.05 feet to the point (th gaia hg Z 7 S - ES Cea , DEVELOPMENT PLANNING >s 20' CITY OF RENTON | 4 a TAX PARCEL * 334450-0445 14! SEP 06 2000 | | Ree - RECEIVED, OF | ee - uf x v4 UBC 1997 EDITION R-| $-3 TYPE VY - | HR (SPRINKLERED) THREE (3) GALATION (REM ZONING) tal ae dvfac ACCESS ROAD-OTILITIES, SIGNAG D CONSTRUCTION ACCESS EASEMENT NO. 20000317002105 ~- ye , aay cA 3 Sy i \ ES : ae | — as - — ae Seat : : : . < | Bs : ue = j Ss LEGEND | . 20' HT. PARKING LIGHT NON-GLARE, IbO WATT MERCURY VAPOR +P = 126' HT. SECURITY LIGHT BO WATT HIGH PRESSURE SODIUM = ry HT. YARD LIGHT 15 WATT GLOBE LIGHT ON POLE = EXISTING STREET LIGHT » FIRE HYDRANT = COMPACT STALL © ye = 6" CURB WITH SIDEWALK +s TREE TO BE RETAINED = TREE TO BE REMOVED = BRUSH LINE PACD ES ~ rg BS Fa se ie De ae - COULON 3 Sf ie P-L AN WO" 20-0" a i -- 7 a _ ve in aR ——— ace ort tinnn anal aa es a arr iia. ia T ia: a ria m ae cae Bua i Bellevue Washington 98005 _— (425)644-1446 & Fax 644-1921 e-mail: office @gmsarch.com > Architecture @Design @ Planning Sane! Members of the American Institute of Architecture _ : OIE ARS ALE Nal AAA I sare cn iE |Y2 a8 j= SO] 33 | | ee POX rr Fl 4aF Cp Ili 3 > ae fx} Oy © poled ee 3 =a “ACCESS ROAD, UTILITIES, —S* SIGNAGE AND CONSTRUCTION = ACCESS EASEMENT _ pa ha ee REC. NO. 20000317002105 eee 4 } LEGEND ; s a 2 © - 24% SLOPES = 25% -39% SLOPES # 40% + SLOPES Tittit] = 40% + SLOPES PRIOR Pas EEE TO ACCESS ROAD : CONSTRUCTION me Tt Date:_ 4/00 _ Scale:_l'#20" _ = re atl : | ee Be esis | ce re 7 ST ee ex , : : 3 ee oe ao ‘ey 3H Job #9922 . Revisions: «1% 1804 136th Place NE Ste. 1 — : gee Bellevue Washington 98005 = pe gs 4 3 af “s (425)644-1446 & Fax 644-1921 e-mail : gmsarch@ibm.net Architecture @Design @ Planning Members of the American Institute of Architecture cages ——— = HORS we a == —— eee ene ete aa ft = er! | = =) ff — 5 i | FA BI | E ECE ie aa i | ua FA | i | - : ° | = : ! : ; Lt : i a ne te | gia oo = — SES Oe — + i — svi oi De vs rman Sh =) iI eee | | | Ey = (s) l= =| i ooo 7): (ml F | pail e = i Fs img == mes 8 = ' : = ial] be = Ee XIST._ GRADE! , | _ i | a ike @| 8| EXISTING 4 7 i = | » tT . eo a) ad z —— + # ss - = te et aa a _ig7 LF gon | T ea ie 2% oe oe YSN ; Wash ed ie —— ri ml or | j { }- > | Ag : : \ . i ‘ x ! ities C U — \ \ 8 h e \ \ | ot \] a. 3 Sf, Fee he ihe Sos ee Ba Aid re ow ws a oh ih Li sa alla i ung Ss RSE fae tm Sw op Mme ee a ee ee me ae em te ee ee ee ee ee ee ee ae ee ee nes Ghose moe UNIT 1496 coop eee ous UNI UNIT 1496 UNI UNI ~ — —- - ——— —— ee me ee Se ee —_ Jaton sliiieliads ystems — sett on —_ Se cS SS ee oe wie So eo ea — — —- - —— T 1496 T 1496 UNIT 1496 UNIT 1496 [ | UNIT 1496 NIT 1496 [ : : PARKING GARAGE PARKING GARAGE PARKING GARAGE | PARKING GARAGE S J ) y ) | , eH | SOUTH LEN ATION ooh lies SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'+0" T BE L L E V U E WA 93 8 0 0 5 ea 7 a Z x » > Ka n g > G2 <3 ] FA X 45 4 - 8 2 3 7 CO U L O N LI C . 45 4 - 8 2 1 ! CO U L O N ES T A T E S 14 5 7 - 13 0 T H AV E N U E NE . © — = al TOP, based, ta = i . ioe ee Se e = = . 4 » — 3 ; 3 3 1] a; ° fo ‘ee Fe 4 — —— me ee —————— pas ES B dee Li . rep) pais sed Se fry we hy a She —) os a — —_ — a O aa , | , tu < TT , {be iS } ee rey fe : | . ee es oe a < <a l qq 3 ae e ad ry : ashe’ eS om : ||) | | Lu ri : al | | | || || { HL | ee Date:__/3/200D { SiS SARA AANA OR IRES Y é eee at B33 > es 5h ‘ 4 Pe : 1 sa . ‘ S % Ss 4 * es Pee ; Va" s\'- — en TN 7 TN oe BSNS SISSIES SS | maine pacers ' rs en i a, ae a Noe Pa en | he ss f Pate 7s Pe PF si | ae fe Paik : Drawn: RL ee K — : fon a. 922 \ Di he a 1 | , Revisions: sac tame 3. ann ieaeapanrcean panna SS RAREU PERE Ne mpepcIne pay aoe Saat -pay ap foupayNpEPp ere a—saynpeerLaereNgeS ERENT EppepespeeTpUReouaG ee {on GARAGE Fe oh ae TAT ' . oY Shes oi ~ 4 ae poate Ae UNIT 12 | UNIT 127 ' UNIT 1496 ¢772 eed ‘Hele | T 9 ' a ~~ ! UNIT 1496 | UNIT 1 UNIT 1496 | UNIT 12 UNIT 1496 : UNIT 12 PARKING GARAGE PARKING *) FA : UNIT 1272 | UNIT 1496 ts | UNIT 1272 | UNIT 1496 G 99 2 2 / 4 . 1 E L E V . D W G UNIT 1272 — UNIT 1496 ARAGE PARKING GARAGE | PARKING GARAGE WEST ELEVATION SCALE: 1/8" = 1'-0" PLANT LIST symbol botanical/common name TREES (2s Existing trees to be removed <p Existing off-site tree to be remain (4) Acer palmatum 'Sangu Kaku'/ Coral-bark Japanese Maple Fagus sylvatica ‘Purple Fountains'/ Purple Fountains Beech Fraxinus pennseylvanica ‘Patmore/ Patmore Ash Pyrus calleryana '‘Aristocrat'/ Aristocrat Flowering Pear SHRUBS A Abelia grandiflora ‘Eduard Goucher'/ Edward Goucher Abelia Au Arbutus unedo 'Compacta'/Compact Strawberry-tree C Ceanothus x ‘Julia Phelps' H Cistus x 'Hybrida'/White Rockrose Cl Cotoneaster lacteus/Parney Cotoneaster G Hebe x ‘Autumn Glory’ N Nandina domestica 'Moon Bay'/ Moon Bay Heavenly-bamboo O Osmanthus delavayi/Delavay Osmanthus Fl Prunus lucitanica/Portugal Laurel R Rhododendron x ‘Dwarf Evergreen Hybrid’ RI Rhododendron x ‘Evergreen Hybrid’ RR2 Rhododendron x 'Evergreen Hybria' RR3 Rhododendron x ‘Evergreen Hybria' R4 Rhododendron x ‘Evergreen Hybria' S$ Sarcococca ruscifolia/Fragrant S. GROUNDCOVER - plant in triangular pattern Gaultheria shallon/Salal RRR Seasonal Color - choice by Ouner anon NM Sodded Grass PLANTING NOTES size/root/spacing/remarks 74" cal/8' ht. min, B&B, clear trunk to 5' ht. specimen form 2" cal/ID' ht. min, B&B, 30' o.c. or as shown, clear trunk to 6' ht., full 2" cal /ID' ht. min, B&B, 20' oc. or as shown, clear trunk to 6' ht., full 2" cal/ID’ ht. min, B&B, 40' o.¢. or ag shoun, clear trunk to 6' ht., full 5 gal. can. 4' o.c., full 24" ht. min, 5' o.c¢., Full 24" ht. min, 5' o.c., Full 5 gal. can., 3' o.c. 24" ht. min. 5' o.c., full 2 gal. can, 2' o.c., full 5 gal. can., 3' o.c. 5 gal. can. 4' o.c., full 24" ht. min, 5' o.c., full IS" op. min, 4' o.c., Full 24" sp. min, 4' o.c., full 24" sp. min, 4' o.c., full 24" sp. min, 4' o.c., full 24" sp. min, 4' o.c., full 5 gal. can., 4' o.c., full | gal. can, 24" o.c. Hydroseeded Grass (not shown) - all dieturbed areas not otherwise planted as shrub bed or sod shall be hydroseeded. Coordinate grading with civil to ensure sodded areas do not exceed 3:1 slopes. Plants shall conform to the latest edition of "American Standards for Nursery Stock" It is the Contractor's responsibility to determine quantities based on the plant list. The Contractor shall obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for the work The Contractor shall maintain the landscape work from the date of the first installation until final acceptance but inno case less than 230 days. The Contractor shall provide protection of all property, persons, work in progress, structures, utilities, walks, curbs and paved surfaces during the installation of landscape and Irrigation work Verify, and protect, the locations of all existing and proposed underground utilities prior to commencement of the work Coordinate the planting work with irrigation, architectural and civil work PLANTING AREA LAWN AT LAKE WASHINGTON BLVD: 4,459 SF. LANDSCAPING ON WEST SIDE OF BLDG: 1666 SF. LANDSCAPING ON NORTH SIDE OF BLDG: 951 SF. LANDSCAPING ON SOUTH SIDE OF BLDG: 1215 SF. LANDSCAPING ON EAST SIDE OF BLDG: 2043 SF. PARKING LOT LANDSCAPING: 461 SF. TOTAL: 10861 SF. TREE STAKES TYPICAL ALL PLANTS * PLANTING PIT TWO TIMES on om SIZE OF ROOT BALL » PRUNE ALL DISEASED AND af wave BROKEN BRANCHES E Ss * PLANTING SOIL MIx TO BE Ke 2/3 TOPSOIL, /3 ORGANIC MATTER STAKING PLAN V2" BLACK HOSE W/ 2 STRAND RGA TWISTED WIRE N\ 3-2"2"K8'-O" STAKES SECURELY DRIVEN INTO GROUND. 3" COMPOSTED MULCH IN BASINS ¢ BEDS ies ee ly A sia | ALTE COMPACTED — PLANTING SOIL Mix 3" TAMPED PLANTING SOIL Mix UNGLAZED PLANT PIT SURFACE TREES SHRUBS TYPICAL PLANTING DETAILS NOT TO SCALE p> \ 4 Ves2q7 yc ACCESS ROA TILITIES, eh SIGNAG D CONSTRUCTION \ AC EASEMENT . 'a\ ie C. NO. 20000317002105-~- ~~~ - aangnonareicne errnmns we —~ \ \ — i AETV \' a) \ oe) : A 46 4 a ; { 5 43 . 9 9 COULON EBSTATES > LAN DS CA PE PLAN T N G P L A N SCALE: |'=2@'-@" 4 a H'-O" = 20'-O" 40'-O" 80'-O" NG STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT HERMINA EHRLICH CERTIFICATE NO. 385 HEIM_INA EHIeLICH DESIGNS 713 north 73 street seattle, wa 98103 Ph, 206-784-8604 Fx, 206-789-6855 BE L L E V U E WA 29 8 0 0 5 FA X : (4 2 5 ) 45 4 - 8 2 3 1 RE N T O N WA S H I N G T O N CO U L O N LL C . YW a E <— EH ep em Zz oO — =) oO © 45 1 - IB 0 T H AV E N U E NE . (4 2 5 ) 45 4 - 8 2 I l AN N I N G ON NT ( = Pc | Js DE V E L O P M E N T PL A N N I LA N D S C A P E PL A N T I N G PL A N Date:__1-3-O2 _ Scale:_!'#20' Drawn: HE. Job #,_ HED 2011 Revisions: o eo SA-00-094 CD : JO B NO : 00 0 4 1 ye s ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : 00 0 4 1 /E N G R / X 0 0 0 4 1 B FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 2 0 1 [o) oO S| & xl 3) lw = ale fi 4 gd ¥ B < O,c<uw H G78 LO 1s Rez << we>5xu= Z206ui OoOsY OF atts Zoi oS0O 5A ONO. © w LJ 48 ge A, we Co se =U be < oO . PAZ, 845 Es 15 Fa bad Ne oye ?o OE Ze ‘hs SE ae <n l 53 Oo R Py go = 32 (al = AED . 5g 4 ae ~ | Hie 4 a Slo olg|oa Qa x 4 s| ils ojela 7F , BE |e ~ QO oO <x lu <x OQ > (aa) za fe) 7) a ~ fo) Le \ \ an are it ar cj ; op Nv . NM ALO ~7 Wy y fi ff , Sy ff ty: / A f é , \ ~ YS \ \ ~N \ ra a F [ ~ ‘te tattoo aca norenamonterencisel arcane ; i gk) i oe gO | vec: \ H Sorcerers a 44 46 f ©, _EXISTING\EROSION~ —_CONTROLPOND 4 CONSTRUCTION SEQUENCE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF RENTON INSPECTION PERSONNEL BY PHONING 235-2631. (2) SURVE YORS SHALL STAKE CLEARING LIMITS IN THE FIELD. (3) INS TALL CONSTRUCTION ENTRANCE (SEE SHEET C2.2 FOR DETAIL) OFF LAKE WASHINGTON BLVD UNLESS EXISTING. (4) INS TALL FILTER FENCE WHERE SHOWN. (5) CLEAR AND ROUGH GRADE SITE. (6) INSTALL STORMWATER SYSTEM PER SHEETS C3.1-C5. 3. (7)) INSTALL INLET FILTERS AROUND CB 60, 61, 62, 65 & 66 (8) UTILIZE AND MAINTAIN AS NECESSARY EROSION CONTROL POND IN CONJUNCTION WITH “THE BLUFFS” PROJECT. (9) PLACE ATB OR OTHER NON-EROSIVE BASE IN DRIVE/PARKING AREAS AS SOON AS PRACTICAL AFTER GRADING. (10) WHEN LANDSCAPING IS COMPLETE AND POTENTIAL FOR EROSION HAS PASSED, REMOVE EROSION CONTROL FACILITIES AND CLEAN STORM DRAIN SYSTEM WITH VACTOR UNIT. DO NOT FLUSH SEDIMENT INTO DOWN STREAM SYSTEM. NING MENT PLAN} EOF RENTON ofp 0 iii RECEIVED LEGEND FOR NOTES, SEE SHEET C3.2 FILTER FABRIC FENCE X——_X——x INTERCEPTOR SWALE ——_——_ SURFACE WATER DIRECTION —-— PP ROCK-LINED SWALE CONSTRUCTION ACCESS LIMITS OF CLEARING oer CONSTRUCTION SEQUENCE (2) NOTE DESIGNATOR (SEE ABOVE) ROCK CHECK DAM INLET FILTER SCALE: 1” = 20’ i) 10 20 40 _| ee Dodds Consulting Engineers UNDERGROUND LOCATOR SERVICE CALL BEFORE "YOU DIG! 1-800-424-5559 9—4-00 RECOMMENDED 4205 148th Ave. N.E. FOR APPROVAL Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax BY _ 6 BY “ ) SA-O01R 62! CD : TL K JO B NO : CO U L O N ES T A T E S ST A : YE S PA P E R SP A C E : PL O T SC A L E : 1= 1 PL O T DA T E : XR E F : 00 0 4 1 /E N G R / X 0 0 0 4 1 B FE L E N A M E : 00 0 4 1 / E N G R / X 0 0 0 4 1 B DA T E : MA Y 20 0 0 CO U L O N ES T A T E S TI T L E SH E E T CO U L O N L. L . C . 14 5 7 — 1 3 0 T H AV E . N. E . BE L L E V U E , WA 98 0 0 5 CI T Y OF or 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 \ DA T U M SCALE: 1” = 40’ 0 20 40 80 a VERTICAL DATUM: CITY OF RENTON — NAD 88& BENCHMARK: CITY OF RENTON #2118, EL. 24.09 3 1/2” BRASS DISK STAMPED "CITY OF RENTON BM” IN THE S.E. CORNER OF CONCRETE BASE OF SOUTHERLY LEG OF HIGH VOLTAGE POWER TOWER. TOWER LOCATED NORTH OF THE ENTRANCE ROAD TO PUGET POWER’S SHUFFLETON STEAM PLANT AND WEST OF THE ENTRANCE ROAD TO THE SOUTH END OF COULON PARK. s i]s ¥ ¥ NE. JOTH ST. A LAKE WASHINGTON wD ™ = A T\s ZAR yw = ‘27TH ST, _ ED M O N D S AV E . N. E - OWNER SEC. 5, TWP. 23N., RAGE. 5E., W._M. N67°28'07°E 30.00 LANDSCAPE ARCHITECT iAH Hi LUI rh | I. 9 9 88 5 2 5 7 WS Wrresiegte ae Ee LEGAL DESCRIPTION COULON, L.L.C. 1457-130TH AVE. NE BELLEVUE, WASHINGTON 98005 (425) 454-8211 CONTACT: ED BABBITT ARCHITECT GMS ARCHITECTURAL GROUP 1804 136TH PL. NE. #7 BELLEVUE, WASHINGTON 98005 PHONE: (425) 644-1446 AY, CONTACT: PAT McB8RIDE Wo NE. 127TH ~~ CIVIL ENGINEER HERMINA EHRLICH DESIGN 713 NE 73RD ST. SEATTLE, WASHINGTON 98103 PHONE: (206) 784-8604 CONTACT: HERMINA EHRLICH SOILS ENGINEER Tract 355, C.D. Hillman’s Lake Washington Garden of Eden, Division No. 5 according to the plat thereof as recorded in Volume 11 of Plats, page 83, records of King County, Washington, EXCEPTING THEREFROM, any portion of the above described property lying westerly of the easterly margin of Lake Washington Blvd. North; TOGETHER WITH those portions of vacated Lake View Boulevard which attach thereto by operation of Jaw. DODDS CONSULTING ENG/INEERS 4205 — 148TH AVE. N.E., SUITE 104 BELLEVUE, WASHINGTON 98007 (206) 885-7877 FAX 885-7963 CONTACT: BRUCE J DODDS, P.E., P.L.S. >» 42 Het ney =r Niz a|eia ayes 3] i] 3 OoO;rei a EER ~ QO a < <x Oo tp z =) ” a a fe) z VICINITY MAP 1”°= 2600’ GOLDER ASSOCIATES, INC. 4104 — 148TH AVE. NE. REDMOND, WASHINGTON 98052 PHONE: (425) 883-0777 CONTACT: JIM JOHNSON EARTHWORK QUANTITIES STRIPPING 946 CYD EXCAVATION 6,700 CYD FILL 1,000 CYD SITE EXPORT 5,700 CYD SHEET INDEX C7.7 C2. C22 CI.7 CI.2 CIF C4. 7 C4.2 C4. 3 CHECKED FOR COMPLIANCE FR NN IRE To CITY STANDARDS | UNDERGROUND LOCATOR SERVICE | DATE | CALL BEFORE YOU DIG! : DATE 1-800-424-5555 — NILE SHEET EROSION CONTROL PLAN EROSION CONTROL NOTES AND DETAILS GRADING & STORM DRAINAGE PLAN & PROFILE STORM DRAINAGE DETAILS & NOTES GRADING DETAILS & NOTES SAMTARY SEWER & WATER PLAN & PROFILE WATER DETAILS & NOTES SAMTARY SEWER DETAILS & NOTES RECOMMENDED FOR APPROVAL wii Dodds Consulting Engineers 4205 148th Ave. N.E. Bellevue, Washington 98007 ey (425) 861-4928 (425) 885-7963 Fax BY BY SA-00-072 61.1 CD : JO B NO : 00 0 4 1 ST A : ye s PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : 00 0 4 1 /E N G R / X 0 0 0 4 1 B XR FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 2 0 1 SEC. 5, TWP. 23N., RGE. 5E., W.M. MA Y 20 0 0 DA T E : FI E L D B O O K ; c2 . 1 " PA G E : DR A W I N G SH E E T : CO U L O N ES T A T E S ER O S I O N CO N T R O L PL A N 14 5 7 — 1 3 0 T H AV E . N. E . BE L L E V U E , WA 98 0 0 5 CO U L O N L. L . C . CI T Y OF 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r é ma l l DA T U M VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 6 3 7 1 9 9 1 \ \ a. ’ } ‘ [j/ \ ‘, AX O N S \ —_ s Wy \ \ \\ ; MU ES DD ag / Hy / // | j / fi} j f i. ¥ 4 A aie ' — we o tn 7 we ee oe GD ae a ee ak o—— ae - stores resis H i H j i i H i { { i CONSTRUCTION SEQUENCE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE C/TY OF RENTON INSPECTION PERSONNEL BY PHONING 235-2637. (2) SURVE YORS SHALL STAKE CLEARING LIMITS IN THE FIELD. (3) INS TALL CONSTRUCTION ENTRANCE (SEE SHEET C2.2 FOR DETAIL) OFF LAKE WASHINGTON BLVD UNLESS EXISTING. (4) INS TALL FILTER FENCE WHERE SHOWN. (5) CLEAR AND ROUGH GRADE SITE. (6) INSTALL STORMWATER SYSTEM PER SHEETS C3.1-C3. 3. (7)) INSTALL INLET FILTERS AROUND CB 60, 61, 62, 65 & 66 (8) UTILIZE AND MAINTAIN AS NECESSARY EROSION CONTROL POND IN CONJUNCTION WTH “THE BLUFFS” PROJECT. (9) PLACE ATB OR OTHER NON-EROSIVE BASE IN DRIVE/PARKING AREAS AS SOON AS PRACTICAL AFTER GRADING. (10) WHEN LANDSCAPING IS COMPLETE AND POTENTIAL FOR EROSION HAS PASSED, REMOVE EROSION CONTROL FACILITIES AND CLEAN STORM DRAIN SYSTEM WTH VACTOR UNIT. DO NOT FLUSH SEDIMENT INTO DOWN STREAM SYSTEM. ; 53 a] ae _ r ~ <u3 / 4 | LEGEN FOR NOTES, SEE SHEET C3.2 aE FILTER FABRIC FENCE x | 2/3 INTERCEPTOR SWALE as EE oe SURFACE WATER DIRECTION om mers ; ROCK-LINED SWALE ~w a CONSTRUCTION ACCESS z oa EXISTING EROSION — LIMITS OF CLEARING ’ ee aly CONSTRUCTION SEQUENCE , aa Ou IROL POND NOTE DESIGNATOR (SEE ABOVE) faa) . “oo ROCK CHECK DAM 4 INLET FILTER | S Dodds 2 Sea Consulting CN Oe i I ce eee R SERVICE a — CALL BEFORE *YOU DIG! 1—800—424-—5555 forrss 9-—4-00 | . . RECOMMENDED FOR APPROVAL 4205 148th Ave. N.E. Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax i“ BY ~ C27 SA-00-093 CD : TL K JO B NO : 00 0 4 1 ST A : no PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : EROSION/SEDIMENTATION CONTROL NOTES SEC. es — S . WN & > Is $ a Sh yh oe Ee ese i op) tu aoe (e) z B eu) HAG0s8 eS +* 9 qctj ,o Tr e Uo nuts — Lj A = ue. ZOO ow OF 2 mag 4 ->S 56214 OgO5d ODO Zz O “”) © ad Lu 26 es OF 7 ve ore SE 1 o ar raw bey OR 3s £E SE eo a6 3 2) 33 43 : 5g a/b abe J aE a; ¥is alcla | |. eek [aa QO a x Lid 4 (any rat Zz © 2) oi ae fe) z 1. 70. 77. 12, 13. 14, 73. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF UC TION. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ENGINEER AND CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WTH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.—OCTOBER 1 THRU JUNE 1). 15) AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN DAYS. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWNG A STORM EVENT. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46.61.665). DURING THE TIME PERIOD OF NOVEMBER 7 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 9,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWNG MEASURE; MULCH, SODDING, OR PLASTIC COVERING. ANY PERMANENT WATER QUALITY FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. WHERE SEEDING FOR TEMPORARY EROSION CONTROL /S REQUIRED, FAST GROWNG GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE, >. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, !T SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. EXISTING GROUND 5, TWP. 23N., RGE. 5E., W._M. A Daerzist ML- R = 25MIN. 25 ° MI N . (S E E PL A N FO R LO C A T I O N S 4”— 8” QUARRY SPALLS, 12” THICK. (MIN.) AN D DI M E N S I O N S ) > a 9 Se (0 ) g 0 : Q° EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD DRIVEWAY CURB OR EDGE OF PAVEMENT. RO A D W A Y 1. Use 4” to 8” quarry spalls for surfacing as shown. Material with fines” is not acceptable. 2. The 100’ minimum length shall be lengthened as necessary to insure F F'MIN. ' LEVEL BERM ROP ROC RORE Ns IIIS Op KR YS 7 S17... IF CONSTRUCTING IN FILL, THE BERM SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY. INTERCEPTOR SWALE DETAIL material is not tracked into the public right—of—way. CONSTRUCTION ENTRANCE DETAIL NO SCALE WIRE CONC. BLOCK CATCH BASIN GRATE SCREEN ALA AA as x ian see GRAVEL FILTER = PERIPHERAL SUMP BURLAP FABRIC RFI FILTERED OVERFLOW WRE SCREEN WATER craes RUNOFF FILTERED WATER WATER w/ RUNOFF SEDIMENT WATER w/ —- SEDIMENT " SY Fo 5 NINN E oS a : YSN a Ss ae Z KY ee f . x : ee — CATCH BASIN GRATE YY p tg Y) NEE yY, we SEDIMENT | PYPY TD 5’ ALTERNATE 7 ALTERNATE 2 INLET SUMP / FILTER DETAIL FILTER FABRIC MATERIAL 60” WIDE ROLLS. USE STAPLES OR WRE RINGS TO ATTACH NO SCALE 2” BY 2” 14 GA. WRE_FABRIC OR EQUIV. NO SCALE <J TOP OF SWALE 1’ MIN. A <I ' Y >, a“ KEY ROCK INTO SWALE 0.25 MIN. A COIL SATION IRIROTR THE SUMP BEHIND THE ROCK CHECK DAM SHALL BE INSPECTED DAILY AND CLEANED WHEN COLLECTED — DEBRIS EXCEEDS 1/2 OF THE SUMP'S DEPTH. FLOW Es —-— << — — RR a 1 0.5" \; KO Ty aia | 5’ NOTES: 1. ROCK SHALL BE 4” MINUS QUARRY ROCK. 2. CHECK DAMS SHALL BE INSTALLED AT 100° INTERVALS UNLESS SHOWN OTHERWISE ON THE PLANS. 1. 5 " SWALE FLOW LINE KEY ROCK INTO SWALE 0.25" MIN. SECTION A-A ROCK CHECK DAM © FILTER FABRIC MATERIAL 2” BY 2” BY 14 GA. me \ i FABRIC TO WRE. 1&2 > l ‘ NSOSe || yeseg ‘ a BURY BOTTOM OF FABRIC MATERIAL IN 8” BY 12” TRENCH Purpose To retain sediment from very small disturbed areas by construction of a temporary barrier made from residue materials available from clearing and grubbing ELEVA TION the site. FABRIC OF EQUIV. PROVIDE NATIVE MATERIAL BACKFILL mi l oy a / ty I ll : 7 a] (3 ’ WH E N 2” BY 4” WOOD POST a ALT: STEEL FENCE POSTS. SECTION Conditions Where Practice Applies Below disturbed areas subject to sheet and rill erosion, where enough residue material is available for construction of such a barrier. Note, does not replace the need for a sediment trap or pond. FILTER FABRIC FENCE DETAIL NO SCALE NO SCALE Dodds Consulting Engineers RECOMMENDED FOR APPROVAL 4205 148th Ave. N.E. Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax BY BY ak C22 CD : TL K JO B NO : 00 0 4 1 ST A : PA P E R SP A C E : ye s 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : 00 0 4 1 /E N G R / X 0 0 0 4 1 8 FI L E N A M E : 00 0 4 1 /E N G R / 0 0 0 4 1 C 3 0 1 et a SEC. 5, TWP. Z3N., RGE. oe) (o) a ly |g a) <x Oo Jk ; e“Rel i LiJ — Le © ~ OW B = eww Wt O29 SoS YS << <aH_e-. ZYrOow Gaotzs Sse 14 S#Q5q] O95 Oxon kK Y 2 © Z z ~ [@) 4 or CI T Y OF 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r re ey a -- WATER .G : SEE. DET: ne ih. See Pitts As eee Seen soe Dit SDT pag 50] Seeee « Laeeeeeeee a ee 2 eo © © «© © © © © « $ NS <0 | [Ray - woe ee ee eee Mo. ESS ba Re EE fe ee er a oes re aS oer ness mine wl owe ew we ew ob te 6 we ecm “es 8 .@ & @ & @ gg pet ope ei een tw me bas W=O025i.-++- +++ +3 | 3 3 39 2 f 3 | s | BRS a S| Blasio QO}; z]a 8| | 8 =1¢ 3] i] 3 oOo}; -}] lt li a Qo Qa <x Ls < (an) > faa) = oO Y fag fe) =z GRATE (LID) El.= 47.40 (UNIT P’ COVER) VANED GRATE RISER BRICK OR es ADJUSTMENT RINGS AS REQUIRED. (TYP,) STANDARD GALV. CB. LADDER STEPS. (TYP.) tl 2MAX. HORIZ SCALE: 1”= VERT. SCALE: 2' MIN. DIA. AIR VENT. (WELDED TO TANK) "= a GRATE (LID) El.=43.8 (UNIT ’ COVER) VANED GRATE | 2’ MI N . ai) NOTE: CB 62 | ~\ ™m™ DESIGN WS.SZ_ 41.5 iM JOLF 48°0 STEEL (14 GA) 48” (1.D.) TYPE I ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 3"x1” CORRUGA TIONS, ASPHALT TREATMENT 7 CB 61 - CB 62 x . vq » ” oun Ss y a 12” X 12” TEE é — F | 12” CONC. nl ’ LI OR CPE e c LE.= 41.30 Le. v— 70 CB 60 \ ~ rs \ \ i 2 rt % Na { I 24” CMP — N?' LE. =J39.50 ah OPEN END ‘s N : CB 61 48” (1D.) TYPE It WATER QUALITY TANK NO SCALE WATER QUALITY TANK TSE DETAIL SHT C32 CB O63 TYPE ll - 54°90 Lo -— & CB 66 TYPE | \ CB 62 —_ TYPE Il — 48°0 WATER QUALITY TANK ___ SEE DETAIL THIS SHEET ~~ CB 61 TYPE I - 48°90 CB 60 TYPE! ee CUT INTO EX. LINE — DENOTES APPROXI HEIGHT OF ROCKER? he) YON CALL BEFORE*YOU DIG! 1—800—424—5555 an ARST F fF = 60.0 \ GARAGE FF = 50.5~ SHEET-€32 UNDERGROUND LOCATOR SERVICE SEE M NOTE 50 ee ___-BOWNSPOUT CONNECTION (TYP,) [BxriRes 9—4—00 RECOMMENDED FOR APPROVAL BY BY BY Dodds Consulting Engineers 4205 148th Ave. N.E. Bellevue, Washington 98007 (425) 861-4928 (425) 885-7963 Fax ‘00-053 2051 i CD : TL K JO B NO : 00 0 4 1 no ST A : PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 3 0 3 SEC. 5, TWP. 23N., AGE. 5E., W.M. je) oO a a ae § Oe) oS gl oO a a & |g : — Li ke O Zz Ph ° LW wy Ze tats nioae LJ = CZr~ ZwOow COU? s 5$D 1% 92050 OyrOyn O > aa O a “ CI T Y OF e> RE N T O N % ma l l 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 7 1 9 9 1 a] + DA ON E IN C H AT FU L L SC A L E SU R V E Y E D : B. J . DO D D S DE S I G N E D : T. L . KE N D A L L B. J . DO D D S CH E C K E D : AP P R | *P e n o v e n : DA T E BY RE V I S I O N NO . STORM DRAINAGE NOTES 10. 17. 12. 13, 14. 15. 16. 17. 18. 19. 20. a. 22. 25, 24, 25. £6. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF RENTON PRIOR TO THE CONSTRUCTION MEETING. 29. ALL STORM CONVEYANCE DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWNG MATERIALS UNLESS OTHERMSE SPECIFIED ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02,H(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 1S SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE GALVAMZED AND HAVE ASPHALT TREATMENT #7 OR BETTER INSIDE AND OUTSIDE. 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/ WATER QUALITY FACILITY SHALL HAVE LOCKING LIDS. ALL CATCH BASINS SHALL CONFORM TO THE CITY OF RENTON STANDARDS. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED 70 A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWNG SPECIFICATIONS: 4°-8°/40%-70% PASSING; 2°-4” ROCK/30%-40% PASSING; AND -2” ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS: NOT APPLICABLE. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ALL CONS. TRUCTION SHALL BE IN ACCORDANCE WITH THE “1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION” PREPARED BY WSDOT, AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. THE STORM 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 WLL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DATUM SHALL BE CITY OF RENTON UNLESS OTHERMSE APPROVED BY 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 WATER QUALITY FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWSE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD —— SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER 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 ADJACENT PAVEMENT LEVEL. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WLL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM 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 PROVIDING ADEQUATE SAFEGUARD, 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 IN 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 WSDOT STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION /S WITHIN THE AQUIFER PROTECTION AREA. (NOT APPLICABLE) IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 oe CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN ON THE PLANS ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 27, ALL STORM DRAINAGE STRUCTURES, AS DESIGNATED IN THE PLANS, SHALL BE ONE OF THE FOLLOWNG: AM SH B » G. YARD DRAIN — CITY OF RENTON STD. PLAN NO. BOI1, ASSOCIATED SAND AND GRAVEL CB-10, OR EQUAL. INLET — CITY OF RENTON STD. PLAN NO. BO10, ASSOCIATED SAND AND GRAVEL CB-17, OR EQUAL. TYPE 1 CATCH BASIN — CITY OF RENTON STD. PLAN NO. 8012, ASSOCIATED SAND AND GRAVEL CB8-15, OR EQUAL. TYPE i! CATCH BASIN — CITY OF RENTON STD. PLAN B027, (WTH MINIMUM 24” DEEP SUMP BELOW PIPE INVERT), ASSOCIATED SAND AND GRAVEL PRECAST CATCH BASIN, OR EQUAL. TYPE |I-L CATCH BASIN, CITY OF RENTON STANDARD PLAN 8014. BAFFLE-TYPE OIL/WATER SEPARATOR VAULT - CITY OF RENTON STD. DRWG. NO. 3.4.5 (DEPENDING ON DEPTH AND DETAILS IN THESE PLANS), OR EQUAL. SPECIAL CATCH BASINS OR DRAINAGE STRUCTURES SHALL BE AS DETAILED IN THESE PLANS. NOTE: ALL UMT COVERS SHALL BE PER APWA STANDARDS AND ALL STRUCTURES DEEPER THAN FIVE FEET (RIM TO INVERT, UNLESS SHOWN OTHERWSE) SHALL BE TYPE I! AND EQUIPPED WTH MANHOLE STEPS OR A MANHOLE LADDER, PER APWA STANDARDS. 28, ALL FRAMES, GRATES AND/OR SOLID COVERS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL MEET CITY OF RENTON STANDARDS. A. Dd. E NO STANDARD FRAME AND GRATE — CITY OF RENTON STD. PLAN NO. B020A, OLYMPIC FOUNDRY CO. NO. SM60, OR EQUAL. SELF—LOCKING VANED GRATE — CITY OF RENTON STD. PLAN B019 OR EQUAL. THRU-CURB INLET FRAME AND GRATE - CITY OF RENTON STD. PLAN. NO. BO17 OLYMPIC FOUNDRY CO. NO. SM52 OR EQUAL. SOLID, LOCKING, RECTANGULAR COVER — CITY OF RENTON STD. PLAN NO. B02Z0, OLYMPIC FOUNDRY CO. NO. SM50S OR EQUAL. SOLID, LOCKING, ROUND COVER — CITY OF RENTON STD. DRWG. NO. 5.6.7, OLYMPIC FOUNDRY CO. NO. MH30D/T OR EQUAL. TE: All SOLID COVERS SHALL BE MARKED "DRAIN.” ALL GRATES SHALL BE MARKED “OUTFALL TO STREAM — DUMP NO POLLUTANTS.” ALL GRATES SHALL BE DEPRESSED 0.10 FEET FROM SURROUNDING CURB OR PAVEMENT TO INSURE ADEQUATE DRAINAGE. JO. J). JZ, JS, J4, JS, Jb. J7, JE. IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER OF 12” AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON 4” THROUGH 14” DIAMETER PIPE SHALL BE CLASS 52 AND 16” THROUGH 24” DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANGED. 8. CONCRETE 4° THROUGH 18” DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-14 (CLASS W). 21” THROUGH 36° DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WTH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76. C PVC 4” THROUGH 18” DIAMETER PIPE WITH 18” TO 36” OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SOR 21. 4° THROUGH 18” DIAMETER PIPE, WITH OVER 36” OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SOR 35. ALL JOINTS SHALL BE PUSH-ON WITH RUBBER GASKETS. (NOTE: PVC PIPE USED FOR DOWNSPOUT LEADERS, YARD DRAINS, AND LANDSCAPING DRAINAGE MAY BE ASTM 02729 WTH SOLVENT WELDED JOINTS, 12” MIMUM COVER.) WRAP 6” PIPE AND GATE VALVE TS NIA MTH P.V.C. SHEET AND POUR xen Secures CONCRETE CRADLE TO EXTEND a TO CB 63 WALL AS SHOWN. CONCRETE TO EXTEND TO 12 " 24° PIPE AND VALVE SPRINGLINE ONLY. CONC. CRADLE NO SCALE D. LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (LCPE) 8” THROUGH 36” DIAMETER SHALL BE IN ACCORDANCE MTH AASHTO M-294, AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS DESIGNATED ‘N-12°, OR EQUAL. LOPE MAY BE USED WHEREVER PVC. 1S SPECIFIED ON THE PLANS. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 4” (OR 6” DIA. WHERE SHOWN) RIGID PVC PIPE (NON-PERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS). SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN IN THESE PLANS SHOULD BE CONSIDERED SCHEMATIC ONLY. THE DRAINAGE/GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE, WTH PRIOR APPROVAL OF THE ENGINEER. ALL ROOF AND FOOTING DRAINS SHALL BE ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED “TO BE SAVED” ON THE GRADING PLAN. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIPLINE OF TREES WHEREVER POSSIBLE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE ENGINEER AND OWNER UPON COMPLETION OF THE WORK. CONSTRUCTION OF DEWATERING (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE IN ACCORDANCE WTH THE APWA STANDARD SPECIFICATIONS, SECTION 61-3.02. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED LINES. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS 'B” ASPHALT CONCRETE, WHICHEVER IS GREATER) WITHIN 14 DAYS OF COLD PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT—OF—WAY PERMIT: SPECIFICALLY, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WLL NOT BE ALLOWED WITHOUT PRIOR CITY OF RENTON APPROVAL. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED BY PUMPING. TO ASSURE LONG TERM OPERATION AND MAINTENANCE, ALL CATCH BASINS SHALL BE CHECKED AND CLEANED EVERY FEW MONTHS. REGULARLY SCHEDULED SEASONAL CATCH BASIN CLEANING (NOVEMBER AND APRIL) 1S A RECOMMENDED MINIMUM. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVE YOR-CERTIFIED AS—BUILT DRAWINGS OF ALL STORM DRAINAGE FACILITIES MUST BE PREPARED AND SUBMITTED TO THE APPROPRIATE CITY OF RENTON DEPARTMENT. ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS: PASSING 8-INCH SQUARE SIEVE: 100% PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM RIP RAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES RIP RAP AT INLETS SHALL EXTEND 12” ABOVE THE PIPE CROWN AND AT LEAST ONE PIPE DIAMETER EACH SIDE OF THE PIPE. GRATE (1D) EL.= ) 61.75, UNIT 'R’ COVER RISER BRICK OR ———— | 3 54" (1D) TYPE W CB. SOLID, ROUND, LOCKING MANHOLE COVER MARKED ‘DRAIN’. OFFSET FRAME SO THAT THE RESTRICTOR/ SEPARATOR DEVICE IS VISIBLE AT THE EDGE OF OPENING AND DIRECTLY OVER THE LADDER. (TYP) I OFFSET PIPE CB 49 PLAN s p Se , CENTERLINES BY 15” GRATE (11D) El.=60.25 —— (UNIT ’ COVER Eaee 2x2'x4” \ _ _L ome PAD Y | ADJUSTMENT one.) eH = 2’ MIN. DIA. ay He" AS REQUIRED. (TYP. a , AIR VENT. 2 = EXTEND VALVE yy — af (WELDED TO 2MAX.| — I!) BOK TO SURFACE. 3 : TANK) 4 if: | CAST FLUSH INTO ; eam, - rn CONC. ; __ Fe \ \ \ a — to AT ELEV. 54.0 FOR DRAIN 7 x — END DAM \\\\ DESIGN WS. SZ 55.00 __ — <7 TOEX FROM DDCV VAULT. — — ff: (FOR OTHER KNOCKOUTS SEE PLAN SHT C31) \ \\ El. 49.50 LEVEL \ \ | STANDARD GALV. CB. a S LADDER STEPS. (TYP.) Yi ” 12 JOLF 60°0 STEEL (14 GA) CB 64 72” 1.0.) NOTE: TYPE Il ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 3"x1” CORRUGATIONS, ASPHALT TREATMENT 1 CB 65 — CB 64 LE.=50.50 6” GATE = : / VALVE (MJ) Tes a ay ae . \ wy : | " . CONC. : St tar CRADLE ae wots (SEE DETAIL, ABOVE RIGHT) CB 63 54” (tD.) TYPE i WATER QUALITY TANK NO SCALE RECOMMENDED FOR APPROVAL BY BY BY Dodds Consulting Engineers 4205 148th Ave. N.E. Bellevue, Washington 98007 (425) 861-4928 (425) 885-7963 Fax SA-00-09477 CD : TL K JO B NO : 00 0 4 1 ST A : no PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 3 . 2 oO iS . Q ; Sn sii ; |o i ¥ FS d 8 iz “”) LJ oe ‘@) zZ O-suw liz O28 xo us < j> Hetae bio _= 736 5ui O 2s S42 14 dl FY ie) a LJ -- “) 28 ge 7, ve COO 5E E1 *< OZ, ui Ay ee © Ae 5 SE = 0 =] 3 SE a sail 5e O65 VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 ~ M \ DA T U 3] 5 | BS 4 aL. wt ale a| sia AE alela (. df. Ee a o <x pl Pas an 5 7) a ~ S z GRADING NOTES SEC. 5 TWP. 23N., RGE. 5E., W.M. 70. 17. 12. 13. 14. 15. 16. 17. 18. 19. 20. 271. 22, 25. 24. 25. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WTH THE LATEST EDITION OF THE “STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION” PREPARED BY W.S.D.0.7. AND A.P.W.A. AS ADOPTED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-—CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON CONSTRUCTION INSPECTION PERSONNEL BY PHONING 425-277-5570. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WTH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 1S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. /MPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. THE FACILITIES SHOWN ON THE APPROVED EROSION/SEDIMENTA TION CONTROL PLANS SHALL BE CONSTRUCTED/ IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEARING IN ACCORDANCE WTH THAT PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STABILIZATION SUCH THAT ALL GRADING OCCURS WITHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OWNER’S CONSENT BY CONTACTING THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE OF PROJECT BOUNDARIES. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMATE OF APPROXIMATE MINIMUM EARTHWORK AND OTHER GRADING/SOIL CONSIDERATIONS. THE CONTRACTOR MAY ALTER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESULTS PROVIDED THAT ANY ALTERATION IS SUBJECT TO THE PRIOR APPROVAL IN WRITING BY THE ENGINEER, OWNER, AND THE APPROPRIATE CITY OF RENTON DEPARTMENTS. THE RECOMMENDATIONS PROVIDED IN THE SOILS REPORT (JN 88050) PREPARED BY GEOTECH CONSULTANTS, DATED MAY 5, 1988, SHALL BE INCORPORATED HEREIN BY REFERENCE. WHERE CONFLICTS BETWEEN THE SOILS REPORT RECOMMENDATIONS AND THIS DESIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLUTION. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2:1 (HORIZ: VERT) WITHOUT STABILIZATION BY ROCKERY (NOT TO EXCEED 8’) OR BY RETAINING WALL, UNLESS SPECIFICALLY AUTHORIZED BY A LICENSED SOILS ENGINEER AND APPROVED BY CITY OF RENTON. ALL ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF CITY OF RENTON RIGHT-OF-WAY WILL REQUIRE A SEPARATE BUILDING PERMIT. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL CONFORM TO CITY OF RENTON STANDARD PLANS. A 4” MINIMUM DIAMETER PERFORATED, RIGID PVC PIPE (OR EQUAL——TO BE APPROVED BY THE ENGINEER) SHALL BE INSTALLED BEHIND THE ROCKERY AT OR BELOW THE BOTTOM OF THE LOWEST ROCK IN THE ROCKERY BACKFILL (SEE DETAIL) THIS PIPE SHALL BE DIRECTLY CONNECTED TO THE UNDERGROUND STORM DRAINAGE SYSTEM WITH NON-PERFORATED, RIGID PVC PIPE OR AS OTHERWISE SHOWN ON THE PLANS. A SUFFICIENT NUMBER OF CLEANOUTS SHALL BE INSTALLED IN THIS DRAIN TO INSURE ADEQUATE ACCESS FOR MAINTENANCE. WHERE BERMING, FILLING, OR OTHER GRADING OCCURS WTHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS TO BE SAVED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO ASSURE THAT THIS WORK DOES NOT RESULT IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERIES, TREE PROTECTION FENCES, OR OTHER METHODS RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPLOYED. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER A.S.T.M. D-1557-78 (MODIFIED PROCTOR). UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVING. ALL PARKING, DRIVEWAY AND LANDSCAPED AREAS SHALL HAVE AT LEAST A 1.5% SLOPE TOWARD THE NEAREST STORM DRAINAGE INTERCEPTION/CONVE YANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICATIONS SHALL NOT SUPERCEDE THIS REQUIREMENT. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF JO DAYS OR MORE SHALL BE IMMEDIATELY STABILIZED WTH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WLL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER CITY OF RENTON-—APPROVED TREATMENT. STRAW MULCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENLY OVER THE SURFACE TO BE PROTECTED. NETTING MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES. GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF RENTON—APPROVED HYDROSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD UNTIL SUCH TIME AS THE VEGETATIVE COVER HAS BEEN ESTABLISHED SUFFICIENTLY TO INHIBIT EROSION. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WTH CITY OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED LINES. A TEMPORARY COLD MIX PATCH SHALL BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS "B” ASPHALT CONCRETE, WHICHEVER IS GREATER) WITHIN 30 DAYS OF TEMPORARY PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT—OF—WAY PERMIT——SPECIFICALL Y, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES. 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 WTH 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 W.S.D.0.T. STANDARD SPECIFICATIONS 1-07.23 — TRAFFIC CONTROL SHALL APPLY. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF RENTON APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EXISTING UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACTING THE APPROPRIATE UTILITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS. ISSUANCE OF THIS BUILDING PERMIT BY CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WTH STORM AND SURFACE WATER DISPOSITION AND FURTHER, CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. 6:1 BATTER a 7 wig hoo, i) S 5 3” MIN. RS 8” MINIMUM % eis THICKNESS: OF we V4) = S 2” TO 3” WASHED <r a\ RI GRAVEL OR 3” TO 7 he 4” ANGULAR AG w ROK ie L_ EXTRUDED <2 . i # 2% CURB ow CONNECT 6” PERFORATED P.V.C. DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN. CUT SLOPE ROCKERY GENERAL NOTES 1. rs Tie rockery wall shall be installed with a smooth face. The long dimensions of the rocks shall be perpendicular to the wall face. The rock shall be placed so as to lock into two lower rocks. The rockery foundation soil shall be inspected and approved by the geotechnical engineer prior to rockery construction. The base rock shall have a minimum base width of H/3, where H is the height of the rockery. The base rock and other rocks shall also meet the following weight requirements. H shall not exceed 8 feet. Minimum Weight of Rock 2,400 Ibs. 1,600 Ibs. Lower 4 Feet Upper 4 Feet These details and notes are given only as a guide and should not be construed as a design. It shall be the responsibility of the developer to secure all necessary permits for construction of rockeries. Rockeries 4 feet and over in height require a building permit. ROCKERY DETAIL SLOPE LINE OF DRIVING AISLE COMPACTED Fill. REMOVE FOR (OR ROAD WanoUT PARKING) CONSTRUCTION OF 4’ 70 5° 20’ 12° 12° 20° pn EXTRUDED | | = 1-6 CURB yj | =xeaknie | (SEE ARCH. Noida | 6” EXTRUDED CURB a | _ SITE PLAN) 25 (MN) 2% (MIN) WHERE SHOWN ” ‘aa f i. X - aS ANAS EE re eee AES RISERS NEN NSS OOS NS 8 MINIMUM a O7 GATTIER VARIN BURR RRO RRR QR CE TUM Ua RY THICKNESS. OF _ CEMENT CONCRETE SIDEWALK WHERE SEE TYP. PAVEMENT 2” TO 3” WASHED GRAVEL OR 3” TO SHOWN (SEE ARCH. PLANS FOR DETAIL) SECTION, THIS SHEET. 4” ANGULAR . ROK > eS KO SYMMETRICAL INVERTED CROWN “26 r a PARKING/DRIVEWAY SECTIONS . aN NO SCALE is remae CONNECT 5" PERFORATED PVC. DRAIN PIPE TO THE fit, Nest aer ONS TREAN DRIVING. AISLE CATCH BASIN. (OR ROAD WITHOUT PARKING) FILL SLOPE me , 20 9.5 12 20 al - 2 (at) aS SE 8. For rockeries between 4 feet und 6 feet high, the installer or contractor shall provide a letter to the building inspector, prior to final inspection, certifying that the subgrade and drainage have been prepared in accordance with these standards. SN INY HS Weismann Ee ee aS TL TT EEE See ASTI IORI ea y RRRRRRRRES RIRERKRKKAKARAG CEMENT EXTRUDED E TYP. PAVEMENT CURB WHERE SHOWN. SECTION, THIS SHEET. UNSYMMETRICAL INVERTED CROWN PARKING/DRIVEWAY SECTIONS NO SCALE 9. Rockeries 6 feet and over in height require engineering supervision by special inspector (UBC 306b), which at minimum shall consist of inspection and written certification of subgrade, placement of base course and drainage, and finished rockery. 10. Rock shall be sound and have a minimum density of 160 pounds per cubic foot. 11. Improved walking surfaces above and adjacent to rockeries, over 30 inches in height, shall be protected by a guardrail conforming to UBC 1711. 12. Rockeries are erosion—control structures, not retaining walls. Native material must be stable and free-standing in cut face. 1 1/2” WEEP HOLE WHERE REQD 7” 7” ' BOND WTH EPOXY cement \ | 13. Any deviation in design or in placement of adjacent structures must be submitted with the seal of a civil engineer currently licensed in the State of Washington. SOS YO, OG K NO SCALE NOTE: CITY OF RENTON REQUIRES SEPARATE BUILDING PERMITS ON ALL ROCKERY GREATER THAN 4 FEET IN HEIGHT. 2” MINIMUM COMPACTED DEPTH KG SOOO YOR RDIONO RORY KAKA AS EXTRUDED CONCRETE CURB DETAIL NO SCALE 1/2” EDGED 6" FINISH GRADE AS GROOVE | SHOWN ON PLANS 57 Vi, 2” MINIMUM COMPACTED DEPTH CLASS "B” ASPHALTIC CONCRETE. CLASS "B” ASPHALTIC CONCRETE. Ww W 4” MINIMUM COMPACTED DEPTH ASPHALT TREATED GASE. 6” CLASS °B” GRAVEL BASE IN eA COUNTY RIGHT—OF—WAY SUITABLE SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY PAVEMENT SECTION OPTIONS Eze a ee” «1 1/2” MINIMUM COMPACTED DEPTH Saar ery CRUSHED SURFACING TOP COURSE. (5/8” MINUS) BY eet ae AEB 2 1/2" MINIMUM COMPACTED DEPTH ; _ oa SCAG CRUSHED SURFACING BASE COURSE. (1 1/2” MINUS) N TOS Oe U YN Ey SOM) GUY SUITABLE SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY ae CEMENT CONCRETE CLASS 5 (1-1/2”") 18” NO SCALE *NOTE: TOP OF CURB @ DRIVEWAYS VERTICAL CURB DETAIL NO SCALE Dodds Consulting Engineers RECOMMENDED FOR APPROVAL 4205 148th Ave. N.E. Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax BY BY SA-00-08 © MA Y 20 0 0 OA T E : SEC. 5, TWP. 23N., RGE. CD : TL K JO B NO : 00 0 4 1 CO U L O N ES T A T E S ST A : ye s FI E L D B O O K : PA G E : DR A W I N G NO : OF : WE E OA L x > & 8 C 1-8°X6” TEE (MIXFL) 1-8” PLUG (Md) 1-6” GATE VALVE (FLXMA) 1-16LF 6” DA 1-5" MVO FH. ASSY* CONC. BLOCKING @ 1-8°X4" TEE (MJXFL) 1-4" GV. (FLXWJ)* 1-8” PLUG BLFL 4” Dh 1-1” AIR-VAC ASSY. CONC. BLOCKING (* FITTING SIZES MAY BE MODIFIED DEPENDING ON FIRE SPINKLER SYSTEM DESIGN BELOW) QD 1-8"x6" ree (sxe) 1-8” PLUG (Md) 1-6" GATE VALVE (FLXMJ) 1-16LF 6” DL 1-54" MVO FH. ASSY CONC. BLOCKING 14 5 7 — 1 3 0 T H AV E . N. E . BE L L E V U E , WA 98 0 0 5 CO U L O N L. L . C . ene > <PEPASEMENT TO” “f CITY OF RENTON (TYP.) SEE 12” MAIN CONNECTION DETAIL SA N I T A R Y SE W E R & WA T E R PL A N & PR O F I L E 1= 1 15". STORM. ee PL O T SC A L E : 0 ees ec ane ee ee = — _—_o CI T Y OF RE N T O N PL O T DA T E : Ae s é — 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 De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r @ 1-16" WATER METER 1-18” PRV 1-1” IRRIGATION METER 1-DOUBLE CHECK VALVE ASSY. * NOTE: THIS FIRE HYDRANT ASSEMBLY TO SUBSTITUTE FOR THAT F.H. SHOWN AT THE CONNECTION POINT IN "THE BLUFFS”. UNLESS “THE BLUFFS” F.H. HAS BEEN INSTALLED PRIOR CONSTRUCTION OF THE WATER SYSTEM SHOWN ON THIS PLAN. VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 7 1 9 9 1 HORIZ. SCALE: 1°=20 VERT. SCALE: 1”= 5’ y THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. ALL \ DA T U M 4” FL. x PE DUCTILE IRON CLASS 52 i 00 0 4 1 /E N G R / X 0 0 0 4 1 8 XR E F : FI L E N A M E : 00 0 4 1 /E N G R / X 0 0 0 4 1 B _— CEMENT LINED PIPE WITH 12" =| = XK PRINS TO BE BRASS OR BRONZE. INSTALL EPOXY NON—SHRINK GROUT | (, 5 COLLAR 18” FROM P.E. AS 9’-0” I Oo § a ae eee Cy ee ie na 4” DUCTILE IRON CLASS 53 P.E.xP.E. PIPE, 2/7 . INC. ae CEMENT LINED, LENGTH TO FIT. . ” ’ 3 sHe alle | ‘\ | : TD SCALE: 1 = 20 = ’ ” ° 4g é IRED =s 3-4" LONG ——___| | i 5 k peRbrre BE mete 9 10 20 40 - Go] RoE: : —————— WY Z ” | = Gas) = os Bl 4| wv 12” ALL AROUND —|—| — ; 6|g|/3 2-4 | | . ee O;fx<}] oOo a Lt 8 slcia CONCRETE BLOCKING aaa a 4” GATE VALVE WITH INDICATOR POST. LEGEND INDICATOR POST VALVE SAME SIZE AS DOUBLE @ = PIV ~ POST INDICATOR VALVE - 3't 8” SPOOL é F ; la ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES ,, CHECK VALVE. FV — FIRE SPRINKLER VAULT (ODCVA) (IN BUILDING) ~~ TO FIT i ; ; SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES 4 FLANGED COUPLING ADAPTER cS FDC — FIRE DEPARTMENT CONNECTION “Ta a AND TEST COCKS. AND APPROVED CROSS—CONNECTION EQUAL TO ROMAC. = WM — WATER METER a erore < je CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. [5] PRV-PRESSURE REDUCING VALVE a _ eee a. PLAN [§ = DCVA - DOUBLE CHECK VALVE ASSEMBLY TV yen ee < —_ (= AIR-VAC ASSEMBLY NN tee IE 7 PRECAST CONCRETE VAULT WITH 2 — 3’x3’ HINGED NOTE: nn ere = STEEL PLATE COVER. DIMENSION 4’—8"x 7’—0"x 7’—0” a “ a < UTILITY VAULT CO, S77—-LA OR EQUAL. INSTALL GALVANIZED LADDER FOR ACCESS. SEE DETAIL BELOW r” 36” TO 48” AFTER FIELD INSTALLATION, MAIN DDCVA AND a BY-PASS DCVA MUST BE TESTED SATISFACTORILY = eS 3 BY A DEPT. OF HEALTH CERTIFIED BACKFLOW w DEVICE TESTER. TEST REPORT TO BE SUBMITTED too INSTALL EPOXY TO CITY OF RENTON WATER UTILITY ENGINEERING e INSERT CLEANING "POLY—PIG” IN: =H NON—SHRINK GROUT (TYP.) —\ DEPT. PRIOR TO ACTIVATION OF NEW LINE. & 8°x8” VERTICAL CROSS(MJxFL) 25 < 2-8” BLIND FLANGES (ONE W/2” INSTALL BRASS PLUGS AT ALL TEST COCKS = TAP AND 2” PLUG) 7 9" 1-8” PLUG(MJ) W/2"TAP & 2” ° BLOW-OFF TEMP. BLOCK 12” — | AFTER ALL TESTING, 1~12"x8” TAPPING TEE (MuxFL) CLEANING AND ws 1~8” TAPPING GATE VALVE (FLxMu) DISINFECTION, REMOVE S CONCRETE SUPPORT PADS - Hoots 1~8” PLUG (MJ) WITH 2” TAP AND 2° ee Dodds D OR ADJUSTABLE PIPE a es are coe eo . TEMP. BLOWOFF ASSEMBLY ene! Wt Consulting b SUPPORTS pio eye ig ed ae Sa Ee ] 46” MIN, DRAIN TO TEMP. CONC. BLOCK 8° SLEEVE (MJ) AND ph Se cudianary ac ; DAYLIGTH OR STORM 8” D.l. SPOOLS. AON g __ COMPACTED oo ELEVATION DRAIN SYSTEM i. So OO FOUNDATION (CONNECT TO CB 64) > f— EXISTING 12” EXISTING 12” —] | [~ feces GRAVEL _ Y LC WATERLINE WATERLINE — A LL : TESTING DETAIL FINAL CONNECTION DETAIL a nee PPROVAL a "DETECTOR DOUBLE CHECK VALVE ASSEMBLY* ington 98007 bad a x B Bellevue, Washington 98007 12° MAIN CONNECTION DETAIL : CALL BEFORE” YOU DIG! : BY (425) 861-4928 (425) 885-7963 Fax NO SCALE 0 SCALE S 1—800-424—-555. iS BY 2 * (ONLY IF REQUIRED EXTERNAL TO THE STRUCTURE) nem OO vam +BY f° MORO SA00-092 C4! CD : TL K JO B NO : 00 0 4 1 ST A : no PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 4 0 2 SEC. 5, TWP. 23N., RAGE. 5E., W.M. WATER NOTES [o) S , N ks Zk 3 FE d #5 i Y) Li 5 . e ul MZzC 28 e CZs t— +> Cp) an a Lj) > =Ze ZxLOouw Of 4"s =05 } O¢r¢On07 CWO ta < = 28 ge PZ, ge Co 5E me] E41 *< PZ, 8.3 EM 4 3q° rim OM 3s £f£ Ue BE SE EN a g #3 33 2 : lil slate 3 4 pe a ARE Q Zz fan) ai ¥ia EE BE le ~ oO Qa ~¢ ba < a > mM Zz. [o) 7) Gi Y fo) za 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. CAUSE THE BREAKAGE OF THE SERVICE. 2. THE HOURS OF WORK IN THE STREET RIGHT—OF—WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. LATER COMPACTION IN AREA OF VALVE BOX COULD 4 Q OTHERWSE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4, 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 DUCE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. D4 : | -10” MIN. cana AMT 14” MAX. : ei. te vad zl Sa |} bn 4” TO 10” MAINS Wi ar - LEAVE EXPOSED REQUIRE 3’ MIN. COVER. 8 » . BY PASS NOT 12” AND LARGER MAINS = * FOR IRRIGATION REQUIRE 4’ MIN. COVER = i] a METERS. 9. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA CI10/A21.10-82. CEMENT LINING SHALL BE ACCORDANCE WITH ANSI/AWWA C104/A21.4—-85. IF FITTINGS ARE 3” TO 12” IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A2Z1.53-84. 3” TO 12” DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WTH ANSI/AWWA CIIO/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WTH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WTH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WTH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. ALL FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WTH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PS). GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&tH. ALL VALVES 12” IN DIAMETER OR LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12” GATE VALVE ASSEMBLY VAULT AND 1” BYPASS INSTALLATION. 7, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WTH A 6” INLET AND A M.V.0. OF 5 TWO 2-1/2" HOSE NOZZLES WTH NATIONAL STANDARD 7” 60 DEGREE V THREADS, OD. le 4.875 AND ROOT DIAMETER 4.6263, 1-3\4" PENTAGON OPERATING NUT OPENING BY TURNING COUNTER-CLOCKWSE LEFT). 8 ALL WATER MAIN 10” AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36” BELOW FINISH GRADE. ALL WATER MAIN 12” AND LARGER SHALL BE AT A MINIMUM OF 48° BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9 ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR CAST /RON OR DUCTILE IRON TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU FT WATERMAIN SEE PLAN 2 — 90° BRASS OR BRONZE ELLS (FIPT x FIPT) 2 — BRASS OR BRONZE NIPPLES (2") TO SUPPORT VAULT. 3 — BRASS OR BRONZE NIPPLES (1-1/2") MATERIAL LIST FOR 1-1/2” SERVICE & [2” SERVICE] = >, Q) C | |) AR WN > 77. CRUSHED ROCK BASE 12. 2” tapped tee. 6” long x 2” brass nipple (MIPT) 2” (1BBM) IOWA gate valve (full opening for tapping) or equal. Two piece, cast iron valve box, Olympic Foundry Co or equal. Standard 8” top section with regular base section, length to fit. TEE 1-1/2" Type ‘k’ soft copper tubing, length to fit. [2” Type ’ solft copper tubing, length to fit.] 1 1/2” FIPT x compression fitting, Ford C84—-66 or equal. [2° FIPT x compression fitting, Ford C14077 or equal. 1 1/2” packed joint ell, Ford L44-66 or equal. [2” packed joint ell, Ford L44-77 or equal.] «iy CAP Customsetter with by-pass, Ford VIM 66-128 x 13 3/16" or equal, 90° BEND 45° BEND with vertical inlet and outlet. . FIGURE 1 [Customsetter with by-pass, Ford VIM77-12B x 17 3/16" or equal, with vertical ilet ond outiet.] NOTE: FOR CONVEX VERTICAL BENDS BLOCKING Rigid Meter Spreader, supplied by City of Renton Water Maintenance SEE APWA STANDARD PLAN NO. 73. Division, to be installed in meter setter by contractor. Water meter er i pple’ ye City of mia tl nenee CITY OF RENTON STANDARD PLAN NO. BO85 upon removal of the temporary blow—off assembly and acceptance Spay at prem tot HORIZ. BLOCKING DETAIL 17” x 28” concrete meter box with 3/8” steel diamond—plate cover, Fog—tight Meter Seal Co. No. 27 meter box or equal. NO SCALE 1 1/2” coupling (compression x FIPT) with plug (MIPT), Ford C—14-66 of ead One Fisslb ohn owner Is he Be pi. Oe necessary adaptation and extension of the water service. [2” coupling (compression x FIPT) with plug (MIPT) Ford C-14—77 or equal. the property owner is responsible for any necessary adaptation and extension of the water service. 1-1/2" & 2° WATER SERVICE DETAIL NO SCALE 11-1/2” x 17-172” CONCRETE METER BOX WTH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER YO SIDEWALK SEAL CO. 1D METER BOX. w 3 a A ae Rs 4a-. as A 3% | WATER METER 4! —70 BE SUPPLIED + tl BY THE CITY TYPE "K” SOFT 3’ MI N . CO V E R DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. “PICS” SHALL BE 1” OR 1-1/4" COPPER TUBING CYLINDER SHAPED WTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION zZ 1” OR UNDER THE SUPERVISION OF THE CITY INSPECTION PERSONNEL. 22 / ; FORD COPPERSETIER 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING VH 174—15W (FOR 1” METER) ip PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH YZ BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE RENTON. 98. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 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.H1Z)E OR 7-11.H(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRE-CONSTRUCTION CONFERENCE 1S REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF THREE (3) 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. LOOP DOWN TO CENTERLINE Pg pope OF WATER MAIN TO PROVIDE = 417 PACK-JOINT FITTINGS SHALL BE WITH GRIPPER. SLACK IN COPPER SERVICE 5’ MAX. COREY TYPE FIRE HYDRANT EQUAL TO IOWA F—-5110 AS SHOWN OR APPROVED EQUAL 6” MECHANICAL JOINT INLET WITH LUGS. 5-1/4” MAIN VALVE OPENING. TWO 2-1/2” HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4” PUMPER CONNECTION CITY OF SEATTLE THREADS. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-114, INTERNATIONAL YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4-1/2” TRENCH. FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. _— 8" TO 20° RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE tea ta / TWO-WAY BLUE. » . MAX 4°, MIN 2 TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC FOUNDRY CO. STANDARD 8” TOP SECTION WITR-REGULAR BASE SECTION LENGTH TO FIT. CONCRETE BLOCKING CONCRETE BLOCKING CAST IRON TEE. WITH 6” FLANGE SIDE OUTLET. 12” 6” GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A-2380-16 LINE TO METER. CORPORATION STOP. FORD TAPERED / IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC). PACK JOINT (1” F1000) INSTALLED IN THE FUTURE INSTALL 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORP 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. 13, 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 WTH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 14, 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. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. RESTRAINED JOINT (RJ) DUCTILE IRON PIPE SHALL EMPLOY A MEANS OF RESTRAINT THAT UTILIZES A RETAINING GLAND, WHICH BEARS AGAINST A METAL RING, WELDED TO THE EXTERIOR OF THE PIPE. MAXIMUM ALLOWABLE DEFLECTION AFTER ASSEMBLY OF THE RESTRAINED JOINT SHALL BE 3 DEGREES. RESTRAINED JOINT DUCTILE IRON PIPE SHALL BE US. PIPE IR-FLEX, GRIFFIN SNAP-LOK, PACIFIC STATES PERMA-LOCK JOINT, OR APPROVED EQUAL. RESTRAINED JOINT PIPE FOR WATER MAIN SHALL BE DUCTILE IRON, SPECIAL THICKNESS CLASS 5. RESTRAINED JOINT FITTINGS SHALL BE DUCTILE IRON, PRESSURE CLASS 550. 17, ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW-CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTER, AND DRIVEWAY APPROACHES SHALL BE SAW-CUT TO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WTH 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. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT WRITTEN APPROVAL OF THE INSPECTOR. 19. MAXIMUM DEFLECTION FOR FULL LENGTH PIPE, PUSH-ON TYPE JOINT, 8” DLP. OR LARGER, SHALL BE 5; OR 19” PER 18’ LENGTH. FROM BLDG. ! | (1-1/4” F1000) FORD C14-33 OR 44 \E FIDT x COMPRESSION COUPLING BEES 20-1 1” OR 1-1/4" GALVAMZED PLUG 5] CITY OF RENTON STANDARD PLAN NO. 8106 FOR SERVICE FROM EXISTING STEEL © ASBESTOS CEMENT OR PVC WATER MAINS 7” WATER SERVICE DETAIL INSTALL DOUBLE STRAP SERVICE CLAMP EQUAL TO MUELLER CO. NO SCALE FOR 3/4” TO 2” DCVA, USE FOGTITE CONCRETE METER BOX NO. 2T (17°x 28”) WITH 3/8” STEEL COVER PLATE. FLUSH WITH METER BOX SHALL BE DOUBLE STACKED. FINISH GRADE FOR 2-1/2” TO 3” DCVA, USE UTILITY VAULT CO. MODEL (TYPICAL) 25TA OR EQUAL. | UNION (TYPICAL) AFTER TESTING & APPROVAL, PLUG ALL TEST COCKS WITH BRASS PLUGS 30 ” MI N . 30 ” MI N . CE S “REED TO PRIVATE SYSTEM 7/8” MINUS GRAVEL 12” MINIMUM BELOW GROUND INSTALLATION FOR 3/4” TO 3°’ DOUBLE CHECK VALVE ASSEMBLIES DOUBLE CHECK VALVE ASSEMBLY NO SCALE TO CITY METER 6” DUCTILE IRON PIPE, CLASS S2 CEMENT LINED, LENGTH TO FIT TWO 3/4” STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16” x 8” x 4” MININUM CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2” AND RETIANED ON 1/4” MESH FOR DRAIN FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3° RADIUS H—-LEVEL ALL GROUND MIN 3° RADIUS ONE MAN ROCK \ Wit A Tn HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT DETAIL NO SCALE Dodds Consulting Engineers GS ERG. emg / oO [Rs 9- 4-00 NO RECOMMENDED FOR APPROVAL 4205 148th Ave. NLE. Bellevue, Washington 98007 BY (425) 861-4928 (425) 885-7963 Fax BY BY SA-00-093 642 CD : TL K JO B NO : 00 0 4 1 ST A : no PA P E R SP A C E : 1= 1 PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 00 0 4 1 / E N G R / 0 0 0 4 1 C 4 0 3 oO [o) qi . . >|; >; J i oO 5 fe ff ”) ty -— Oo Zz _ . Ll 10 ind 28 — - © sR ase Ba << O2zx* ZrOou (a fo) Cw eS 521% Oo4ORa ON Om > < E Zz < Vi ; & ae as HZ, v2 Oo BE =U me 2. Bul i eo pa 3s O Do of — E SE e™ sail ES a5 8 Py 33 2 ‘ ON E IN C H SU R V E Y E D : B. J . DO D D S DE S I G N E D : T. L . KE N D A L L B. J . DO D D S CH E C K E D : AP P R | Pr o v : DA T E BY RE V I S I O N NO . SANITARY SEWER NOTES 12. 13. 14. 75. 76. 77. 78. 19. 20. Zi, 22. 23, 24, 25, 26. 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 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 9117 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH “STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION” PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST EDITION AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 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. A PRE-—CONSTRUCTION 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 WLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). /T 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 /S IN PROGRESS. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTH AN AS—BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. . BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WTH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% 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 THE PIPE SHALL BE THE SAME AS DESCRIBED. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WTH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO EXISTING ASPHALT SHALL BE NEATLINE CUT WTH A SAW IN A CONTINUOUS LINE. A TEMPORARY COLD 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 CURRENT CITY OF RENTON STANDARDS. DATUM SHALL BE CITY OF RENTON, NAD 8&6. 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 7-02.31) 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 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. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISION OF AWWA C110 & C111, THICKNESS CL. 52. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6” AND A MAXIMUM OF 18” ABOVE FIN/ISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN ON THE PLANS ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90% IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. ALL SIDE SEWERS SHALL BE A MINIMUM 6” DIAMETER AND HAVE A MINIMUM SLOPE OF 2.0% PROPERTY/LOT CORNERS AND/OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS—BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3’0” OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED W7TH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10’ ON EACH SIDE OF THE WATER MAIN CROSSING. SANITARY SEWER MAIN LINES (8”" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION /S FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER/SURVE YOR—CER TIFIED AS—BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. SEC. 5, TWP. 23N., RGE. 5E., W._M. a= 5” MAX. BU I L D I N G [ [| 6” BUILDING SEWER PIPE Ag __ __ _ __ f in wal I j oN at TEE WTH 6” SIDE OUTLET CLEANOU T—SEE | DETAIL LEFT 2"* 4° STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING “SEWER” WITH 3” HIGH BLACK LETTERS. AND #6 WRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6” SIDE SEWER AND BUILDING SEWER SIDE SEWER DETAIL NO SCALE 60” ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING ( oO" _2% MIN SLOPE Me Ly HORIZONTAL 6” SIDE OUTLET TEE / \. SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25° ELEVATION 6° M I N . TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 4’ COVER AT PROPERTY LINE OR 3-5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D./. PIPE AND C./. PIPE SEWER MAINS ARE TO BE CORE DRILLED SIDE SEWER DETAIL NO SCALE FINISHED GRADE SA © \ 8°x Bx 1/4” STEEL PLATE 45 BEND WITH PLUG SKrwywry PVC PIPE DIAMETER AS NOTED ON THE PLANS. (LANDSCAPE AREA OF BLDG. SERVICE) CLEANOUT DETAIL NO SCALE Dodds Consulting Engineers | RECOMMENDED 4205 148th Ave. N.E. FOR APPROVAL Bellevue, Washington 98007 ol (425) 861-4928 (425) 885-7963 Fax BY BY SA-00-093 C44 &b0-00 PrLeLi d's Wig WOUS ss2tust PEOY aeANY saQUINN asnoK 11 0 9 SS 'O ¢ | | ~~ FJ Lomod @ QN3931 DS I V I V I I T SI T S IS T 7 | 2a oS 0? --->__] DI V I F I P I P DI I T I V I I T I I I T IT F II V I I T I T I I A II I II II S Sau0IS xO1ddy burping ON 107 Key Alunoy “pesseees ex7Ou ry “voMUTyEE AA ‘ommmes - “9Uj ‘AuBdIOD cay WOsy ‘ , 186) WSuUAdoD ana AQ PeNqniosd 9 “Udy 164510 O14 GuLveysuNn 20 Wed Uy 20 EOWA UY | voponposdey “wewoo pue U0; y2I0q Uy perySpAdoo sj dew sr) “Anuenday see peyepdn © VORPULORy fungoN aS pus CuseeuppY “NUH A 1334 002 = HONI t ‘31VOS 01 wuAdeD S1LLV3S “ONI ‘ANVdOD dV¥W TIOUX AG G3HS!ITENd F GALHDIHAdOD SILLVaS AO SVILV "Word 1 probes Lay 190A © eov0 se8e] 18 Peepes ave eeted SEY HOFy "BION pus PUSS ‘Sw LOUS L I M I T E D AS © IS Hlbe's JNS 9 a on ana ZE74L y yd ~ y t Oren ina eo c a yziv™ N eTrt ey v2 it N \ \ { Nn nw S 5 N a ‘ m o ity © II I T II I I P P T I V V I I I V T I S I O P V I V I S I IS O S ~w — S S I I I V & 8 MO Q V I W “J A V jviionan” » f og hk he th d he a t h n a b e a t h a t h e a t h r t e n d h a c t e a t h a t a t h s ‘NSP 29 «© ON al ~ 2769 hk hc d i d h a d o n t u d Ly O8-LIOdS 4} OF aw fo ae Ne Ck A hh hu a t h h e r b a d i h d b a t h N2 d Q LO N \ \ MEIT j ty s ees SN . 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N ? \ \ 3 % ae celex “9 LOVYL \] 4 : 3 \ jo ‘a \_ gle slo} BAA < Sie sy) & K S oe NPB . $y = x, a S ° e m aS wn m \ > : Fa aNITSOnS z oA, ’ i aad es > AG i” : . ‘ > 4 = ts, > ie a el = Py 8 % ae y-~ n> Zu bed 7 \ a . 5 - cs Ta s ) ™ Fr tT © 1O 0 6 S 0 L 0 5 6 AS H S PS T VO I dS NI U “2 2 - 0 0 N 2 + = t2 - S 3S -¢ m7 35 0 . a % vt t b h h e S 7 i ay a sn i c v a e ) % ow oo f 2% bo } rn n s % \ . ‘ : mo e t | ' By i] i z 3 1 J ' at 3 eq a 4 ot “ \ » = 2 rey an 62 m aw os nm a yo g fu 3 Ny = - Q 7 8 chao ll ; sl Ee $ oe S 3 e , v , ait ° boghu F is & Gere x74), 0008 Jer " > 4 g 8 a aoe SS io : : 7006612096" ; ALVES GE0°G6°V7 dS NIE t nk sp py 8 k beet + 407 Ly LSS a of & Lame sas sow -s ~ eh in| | SSIs. an g — J oF 4 oF & Ca iy ¢! Ny e &e Fe #) ' S] le 6 a eR A | ‘ ; eee Aas a i V ve = d % ; < = a ob as homie . ; ; | —_— f 8 °° 2 ‘ hs or) z9//ie ye “AYE 1 e, At E seters f 20! ine ae 2 Me Pere TH \, se'ser" —_—— = “Ls ee 2 / . - Urryor b1e/ Ree fT vo QNI7 ange by sex r i ; 64 5a or SEITE SEE) esi | oo MEO? -b8N ant par SLNSWSS3S SV 4O 1Ld3d watt ry g-e2-s MNT TT oe ALNAOD ONIY NOLN3Y JO ALD : NS, af SINSHIUNSVER SLYUNSOY AOS OL : oft? ATIENVEVNS LON SI ANY AIUZdOUd 7 dVW SYILNS 35 ANOK DNILYOOT RI ONTISISSV . 610 $ 40 ISOAUNA AHL HOS ST AVA STHL * aco eo omer —- : \ a \ \ete ACCESS ROAD,OTILITIES, \ SIGNAGE D CONSTRUCTION . ACCKSS EASEMENT - C, , 2000031 7002105— wt — a " \ AN \ - rome nO ae 4 OR a | ae Dw So # / oe Seg rs —— oO wr ra NEW ACCESS- ae ceo fo ea ae" = - a ad i a art ee A “om ‘ ak wo et Wee a _— — = SS es ee, Q ‘ \ a ~~ oS - NA \ \\ ANN \ i i is . — <\* F \ \\ EEO) * Se AAA AANA me any VANS AN, \ \ TSS FER ~~ \S \ VASA” ; Se eS WM QA . ~ \ * \ NN < . \ \ N + % yo MENT FO SWISS GARAGEASIZE, SS PER BODER \ > ) yo ee ee oe ROCKERY A REQ'D (MA HT. 4'-O", ‘ ee ~'O ra 2 Oy Zz \ COU VICINITY MAP SITE STATISTICS PVALON ay i 1 & e_/ ! { | ‘| | Be | | | 1 | | — | = ASHINGTON —y we . “| a Hi e n AW AV ] AJ * Tv ] me a l NE | AB e R O F Ee : io __ A B E R O E E N COULON ESTATES al scription for Tract 355 with Boundar Ine A etment Tract 355, CD. Hillmans Lake Washington Garden of Eclen, Division No. 5 according to the plat thereof as recorded in Volume Il of Plate, page 83, records of King County, Washington, together with that portion of vacated Lakeview Boulevard North which attaches thereto by operation of law, except any portion of sald Tract 355 conveyed to King County for Lake Washington Boulevard Southeast by deed recorded under Recording No. 1040356. AND together with that portion of Tract 346 of said plat and of vacated Lakeview Boulevard North which attaches to thereto by operation of law, described ae follows: Begiming at the southwest corner of sald Tract 346, thence N86 °I5'31"W 33.46 feet to an Intersection of the centerline of vacated Lakeview Boulevard North and 4 line perpendicular to sald centerline and originating at the northeast corner of Tract 355 of said plat thence $22°3|'5S"E along sald centerline 26.33 feet thence continuing along sald centerline S64°32'S1"E 14336 feett thence N&I°51'25"E 5436 feet to the southeast corner of sald Tract 3464 thence along the south line of sald Tract 346, N64°32'51"W ID618 feet? thence $60°43'3D"WU 23. DO feett thence N29°l6'23"W 29.05 feett thence N6!"IO'S|"W 34.05 feet to the point of beginning. TAX PARCEL * 334450-9445 LON ESTATES > ZONING: RESIDENTIAL MULTI-FAMILY INFILL (RM-1 (I-20 DWELLING UNITS/ACRE) LOCATION: CITY OF RENTON, WASHINGTON SITE AREA: 36265 SF. (O846 ACRE) DWELLING UNITS PROVIDED: 1 (44%) 1263 FLAT, 2 BD/? BA. 1263 SF.+1= 8841 SF. | (6%) 1263-HC FLAT, 2 BD/2 BA. 1263 SF.+1 = 1263 SF. & (50%) 1508 FLAT, 2 /2 BA. 1508 SF. + 8 = 12064 SF TOTAL: 1@ DWELLING UNITS 22168 SF. PARKING REQUIRED: IS STALLS PER DWELLING UNIT +1 GUEST SPACE PER 4 D's 215 STALLS x 16 DU'S + 4 GUEST STALLS = 28 STALLS PARKING PROVIDED: PARKING GARAGE STANDARD (3'x20'): 9 STALLS COMPACT (8'6"xl6'"); 3 STALLS H.C. (13'x20"): 1 STALL STANDARD (2'x20'): 13 STALLS H.C. (13'x20'): 1 STALL H.C.-VAN (16'x20"): | STALL TOTAL PROVIDED: 34 STALLS (2125 STALLS/DUW) | 1OUS ACE: PARKING LOT: 6915 SF. DRIVES: 4253 SF. WALKS/PATIOS: 2,254 SF. BUILDING: 6680 SF. (18% OF SITE) TOTAL: 20162 SF. (54% OF SITE) UNDEVELOPED AREA: 11224 SF. (46%) FRONT YARD SETBACK: 3.000 SF. SIDE YTARD SETBACK: 2502 SF. PARKING LOT: 400 SF. COURTYARD: IDO SF. FRONT (WEST) YARD: 20' MINIMUM REAR (EAST) YARD: 15' MINIMUM SIDE (NORTH ¢ SOUTH) YARD: 12' MINIMUM FRONT (WEST) YARD: 20" REAR (EAST) YARD: 15! SIDE (NORTH ¢ SOUTH) YARD: 14! ILDI IGHT ALLOWABLE: 35' WITH MAXIMUM OF 45' PROPOSED: 44'-2" BUILDING CODE INFO: BLDG CODE: UBC 1997 EDITION OCCUPANCY. FLATS: R-| GARAGE: $-3 CONSTR. TYPE: TYPE V - 1 HR (SPRINKLERED) SEISMIC ZONE: THREE (3) WIND EXPOSURE: B MAXIMUM DENSITY CALCULATION (fRM-I ZONING) 20 (DWELLING UNITS/ACRE) x 846 (ACRES) = 16.92 = I6 DWELLING UNITS LEGEND +20' HT. PARKING LIGHT NON-GLARE, 1I5@ WATT MERCURY VAPOR @ FIRE HYDRANT () COMPACT STALL ROCKERY ( 4 6" CURB WITH SIDEWALK IN BRUSH LINE v +P ez. SECURITY LIGHT +26' ABOVE FINISH GRADE S IT E P L A N SCALE: |'=2@Q'-@' 5 H'-@" 20-2" 42'-@"' 2O'-@"' NORTH 1804 136th Place NE Ste. 1 Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e-mail: office @gmsarch.com Architecture @Design @ Planning Members of the American Institute of Architecture © GMS 2000 CO U L O N ES T A T E S CO U L O N LL C . 14 5 1 - IB O T H AV E N U E NE . BE L L E V U E WA 98 0 0 5 FA X : (4 2 5 ) 45 4 - 8 2 3 7 RE N T O N WA S H I N G T O N (4 2 5 ) 45 4 - 8 2 I l SI T E PL A N pate: _@/14/O@ Scale:_l'#20' =20' Drawn: RL Job #: 9922 Revisions: 99 2 2 / 2 -1 2. SA-00-093 State of Washington County of | certify that | know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses ond purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of | certify that | know or have satisfactory evidence that signed this Instrument and acknowledged it to be (his/her) free and voluntary oct for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of | certify that | know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of | certify that | know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notory Public Dated My appointment expires TR 357 TR 356 PARCEL A TR 355 VACATED RIGHT-OF-WAY PARCEL B TR 346 —_ AREA OF PROPOSED INGRESS, aaa? ST WY EGRESS & UTILITY EASEMENT . / TO BE RECORDED pred 6'29°w [“ ——- N6O°43'30"E N64°32'57°W 4.94 OLD BOUNDARY ee SEE SHEET 1 OF 2 AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WTHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN BY ORD. NO. 4029 RECORDED UNDER REC. NO. 8612031457 & ORD. NO. 4834 UNDER REC. NO. 20000321000918 25.00 NEW BOUNDARY LINE RECORDING NO. LUA-—OO0—-O935—-LLA LND—50-—0215 VOL. /PAGE QLD (ORIGINAL) LEGAL DESCRIPTION EXISTING PARCEL A TRACT 355 OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN DIVSION NO. 5, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE(S) 83, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR LAKE WEW BOULEVARD SOUTHEAST BY DEED RECORDED UNDER RECORDING NO. 1040356. TOGETHER WTH THAT PORTION OF VACATED LAKEWEW BOULEVARD NORTH WHICH ATTACHES THERETO BY OPERATION OF LAW. EXISTING PARCEL B TRACT 346 OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE(S) 83, IN KING COUNTY, WASHINGTON; TOGETHER WTH THAT PORTION OF VACATED LAKEWEW BOULEVARD NORTH WHICH ATTACHES THERETO BY OPERATION OF LAW. NOTE: THE PLAT OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN NO. 5 LACKS SUFFICIENT INFORMATION TO SHOW BEARINGS ANDO DISTANCES OF EACH LOT. THE BEARINGS AND DISTANCES SHOWN ARE ALL CALCULATED ry Aas ON THE MERIDIAN OF THE TOUMA RECORD OF RECORDER’S CERTIFICATE ...........cesseee filed for record this.. in book.......... Ol: szcwee Pere ercreccsverecececceccsceoeseses POC oer rere ee eeeeseeeeesrereeeeseesooere Supt. of Records THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE linch = 40 ft (UXNN I : 1 J EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO 20 ) 20 60 60 100 PROTECT FROM CONTACT WTH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. @ SET 1/2” REBAR WTH YELLOW PLASTIC CAP “CORE 18900" LLL, ULL hide POR Tl ON OF LAND SURVEYOR’S CERTIFICATE i ON, This oa ane ae eee) correctly, represents S N CORE S Q@ survey made by me or under my direction in N N ~ conformance with state and county statutes N N DESIGN NE 1/4 of 2W1/4, S_2_ T.2IN ROE > in O S S in 2¢+0. bev; 20.Q.0.. S N duit ne te ne DWN. BY DATE JOB NO. = N S Bellevue, Weshingten 98007 KWS 5/31/99 00044 m 2 ' 425.885.7877 Fax 425.085.7963 _ CHKD. BY {SCALE SHEET Certificate LB 90.9 SAM 1"=40" 2 oF 2 on O43 thie Inetrument end ecknowledged K to be (his/her) free and mentioned in the instrument. & to be (hie/ner) free and rong Sumter aut Ee tbe ean ond saapenan seqninned te Weteunanl, APPROVAL CITY OF RENTDN PLANNING/BUILDING/PUBLIC WORKS \ FND MIC CONC W/ BRASS DISC VISITED MAY 2000 \ TR 354 ees eae CE | LUA-OQ0-—-093-—LLA SEE SHEET 2 OF 2 LND-—30-0213 | ® | \" PARCEL B | TR 346 ° | TR 356 y | \ ngage sr — ata Site EaSeaen? : iaenaniiesiica ase mares Fy | DECLARATION s | + KNOW ALL|MEN BY THESE PRESENTS THAT WE THE \ sut OWNER( HEREIN DESCRIBED wi RS) DO HEREBY MAKE. A BOUNDARY LINE. ADAUSTMENT 0 | gun _4 ta THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE rae Ul THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION . OF THE SAME, ANO THAT SAID ADJUSTMENT IS MADE Bea WITH THE FREE CONSENT AND IN ACCORDANCE WITH g «5 NAN OLD BOUNDARY UNE - be , 5 Q’ a ' PARCEL A a fe TR 355 he) oa z s\ tk e aNd mm é 1} vA i z\% wee ar] = one tans 7. || 5 | | tbs Zs ys, oe | wnew er hove evidence thet | cartily that = Tt aati a % | & srw ¥ TR 347 | N | N lima = con CO ’ &. CITY OF RENTON BEARING OF NO0'33'22"W IS ROTATED TO 6. THE PURPOSE GF RUG SURVEY TO PERFORM A LOT LINE ADA RAEN, 7. LEGAL DESCRIPTIONS ARE FROM FIRST ey WHE I 4. I I } @ SET 1/2° REBAR TW YELLOW PLASTIC CAP ieece” ee) Sas F TS et DAY OF Qsfebey 2000 Eada © — ‘40 hel eh 7PUBLIC WORKS, THE ADMINISTRATOR | 33'22” .O.R. KING COUNTY DEPARTMENT OF ASSESSMENTS — AMA MER | NesesW Examined ond approved this 2 day of @C7ebee. 2008 | ae, \, ~~ | ° PARCEL 320664 SF 3eesss SF FND MIC A R A 0.73614 AC 0.84634 AC BRASS DISC IN CONC BASIS OF BEARINGS FND MIC King ty Assessor Deputy King County Assessor PARCEL 24i4a OF sees | ane SENTON, CONTROL #7) BRASS msc Mi | CONE sas ans = a 1.43284 AC 1.32274 AC WSITED MAY 2000 RECORDING NO. | —— LAND SURVEYOR'S CERTIFICATE nn oF RECORDER'S CERTIFICATE sscssssssssesseseees | s CONFORMED COPY tM ine See LINE ADJUSTMENT correctly represents versa y made by me or under my direction in t at of conformance with state ond county statutes DESIGN NE 1/4 of _2W1/4, $2 T.23N ROE — inQctaher, 20.08... ded! sect hee ae re 7 : 20001018900004 roan a” [trwm_|” 00044 10/18/2008 18:68 Lesssesees x. meesag nate | ee CHKD. BY | SCALE SHEET KING COUNTY, WA op. weeds Certificate No. AA%QQ..... | SAM 1°=40’ 1 oO 2 SACOOFTS HERMINA EHRLICH Plants shall conform ta the latest edition of "American Standards for Nursery Stock" It is the Contractor's responsibility to determine quantities based on the plant list. The Contractor shall obtain and pay for all necessary permits and fees 46 required by applicable codes and ordinances for the work The Contractor shall maintain the landscape work from the date of the first installation until fret acceptance but in no case less than 30 days. The Contractor shall provide protection of all property, persons, work in progress, structures, utilities, walks, curbe and paved surfaces during the installation of landecape and Irrigation work Verify, and protect, the locations of all existing and proposed underground utilities prior to commencement of the work PLANT LIST CERTMICATE NO eymdol botanical/common name size/root/epacing/remarks ia JREES ‘ Existing trees to be removed . So Exieting off-site tree to be remain ; HERRMINA ae Acer palmatum 'Sangu Kaku'/ 4" cal/8' ht. min. B&B, clear trunk Coral-bark Japanese Maple to 5' ht., specimen form HHL ICH (@) Fagus sylvatica ‘Purple Fountains'/ 2" cal/O' ht. min. B&B, 30' o.. or DESIGNS Purple Fountains Beech as shown, clear trunk to 6' ht., full Fraxinus penneylvanica 'Patmore/ 2" cal/ID' ht. min, B&B, 30' oc. or landscape ba Patmore Ash a6 shown, clear trunk to 6' ht., full achitectue & Pyrus calleryana ‘Aristocrat'/ 2" cal/D' ht. min. B&B, 40' oc. or ste plomning Aristocrat Flowering Pear as shown, clear trunk to 6' ht., Full 78 north 73 street SHRUBS seattle, wa 98103 A Abella grandiflora ‘Edward Goucher'/ : Ph 206-784-8604 Eduard Goucher Abelia 5 gal. can, 4' oc, full ; Fx, 206-789-6855 Au Arbutus unedo 'Compacta TORE Strawberry-tree 24" ht. min. 5' oc., Full C Ceanothus x ‘Julia Phelps’ 24" ht. min. 5' o.c., Full H Cistus x 'Hybrida'/Uhite Rockrose 5 gal. can, 3' oc. : Cl Cotoneaster lacteus/Parney Cotoneaster 24" ht. min, 5' oc, full G Hebe x ‘Autumn Glory’ 2 gal. can, 2' o.c., Full - N Nandina domestica Moon Bay’ / : op) Sy) Moon Bay Heaveniy-bamboo 5 gal. can, 3' oc. e2| 1 4 0 O Osmanthus delavayi/Delavay Osmanthus 5 gal. can. 4' o.c., full t Pl Prunus lucitanica/Portugal Laurel 24" ht. min, 5' oc, full =a. 6 1 > sh R_ Rhododendron x ‘Dwarf Evergreen Hybrid’ 18" ep. min., 4' o.c,, Full <— teil,wa> RI Rhododendron x 'Evergreen Hybria' 24" sp. min. 4' o.c., full — Y QO * e 2 Rhociocdendron x 'Evergreen Hybrid! 24" ep. min, 4' oc, full tT = iti = RR3 Rhododendron x ‘Evergreen Hybrici' 24" sp. min, 4' oc., full Ii _in Xx R4 Rhododendron x ‘Evergreen Hybria’ 24" ep. min. 4' o.c., full (+) 9 q S$ Sarcococca ruscifolia/fragrant S. 5 gal. can. 4' oc, full = 6 a: GROUNDCOVER - plant In triangular pattern ra uy Gaultheria shallon/Salal | gal. can, 24" o.. | om Seasonal Color - choice by Owner Fe, S| 0 S= Hic Rdise(S, Sodeled Grase Selo as Hydroeeeded Graee (not shown) - all disturbed areas not otherwise planted as Sit, a A shrub bed or sod shall be hydroseeded. | be | my PLANTING NOTES Ol &3 Coordinate grading with civil to ensure sodded areas do not exceed 3:1! slopes Ce a ' Ne es uf) = Coordinate the planting work with Irrigation, architectural and civil work ACCESS ROA ILITIES, SIGNAG CONSTRUCTION AC EASEMENT : LAWN AT LAKE WASHINGTON BLVD: 4,459 SF. thes LANDSCAPING ON WEST SIDE OF BLDG: lo66 SF. ’ LANDSCAPING ON NORTH SIDE OF BLDG: 951 SF. LANDSCAPING ON SOUTH SIDE OF BLDG: 1215 SF. LANDSCAPING ON EAST SIDE OF BLDG: 2,043 SF. za PARKING LOT LANDSCAPING: 461 SF, TOTAL: {0861 SF. = WwW OW o.. TREE STAKES TYPICAL ALL PLANTS <x 5 af (fm he 2 Oz ey wanes BROKEN BRANCHES oe gon rp) froma CEw * PLANTING SOIL MIx TO BE 5? pt 2/3 TOPSOIL, V3 ORGANIC ; OZ MATTER Poe Oe zx STAKING PLAN Foe i oe <q BGA USTED WIRE a —_ & 4 Me 2, a-200"%e'-2" STAKES Fat eh ‘ett ns gir tree SECURELY DRIVEN INTO GROUND. og tee in Oe : — 3" COMPOSTED “4 Met ae” a Z Date:__1-3-OO _ MULCH IN - : Wor aes BASINS 4 - agi ee Scale:_!"#20 eee ii # > & s. ¥ Drawn: HE. a gg ie : DB 3 Job #_HED 2011 XC mm ie i ae ae. pee: a ‘< os COMPACTED Rade > COULON ESTATES > PLANTING SOIL Mix< UNGLAZED PLANT PIT SURFACE ee a LANDSCAPE Po L AON TING PLAN bet PRAT! 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A ay 2. ae © gee MARINA LANDING BASEMENT FP. = +5 COULON ESTATES BASEMENT FF. = #575 O Ne | THE BLUFFS THE BLUFFS | iv i t— < re a | COULON ESTATES | 2 THE BLUFFS AT LAKE WASHINGTON O (TO THE NORTH) ; — tT “— _ O Lu YD wae ee A ee Bh ES ON Ae Ee EP ON... oe a BOALES “Lo.= .d0 0 1804 136th Place NE Ste. f Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 — e-mail: office @gmsarch.com Architecture Design @ Planning Members of the American Institute of Architecture j . of oat fs TatY tt i _e gD et. oto aX bs Sa “ a “vane ; f - : , S x oe : ‘ = : ia 7 P . i i j ° , eo el ee a = ra a ym / Al fle. PNG te SIAN $ fh Cp) | a (i \ oT ae oe ee tt | | ee wha coke calf ccaece TE stl de ry 3] gi he) oe rn | ar artia dit : RE EY RE RR RE RR RC =. oy] 48 | a , "DD" ag awk ye agen cr a (Fp) 4 J i ee FIRST F.F. = +170.5' FIRST F.F. = +169.5' '% ¢ FIRST FF. = +172.5° ea) <q | % BASEMENT F.F. = +160.5' BASEMENT F.F. = +159.5' dy Be GARAGE FF. = +162.5' <a 6 : te THE BLUFFS AT LAKE WASHINGTON : KJ THE BLUFFS AT LAKE WASHINGTON eo. | io | © $5 4- | : 20 88 | Baie, BOR : ae | qv | > 6 A a. | v| x | : pea] w : true] = | : oon 8 O Pris : if m © Oo : kb —— = pach 6 2a ‘ A le cy cal FIRST FP. = +51' FIRST FF. = +51' . ' EH’ "G’ me = = se < ae ge eet ar O MARINA LANDING THE BLUFFS AT LAKE WASHINGTON : COULON ESTATES oe fe fe fe = | ' O MARINA LANDING COULON ESTATES (AT STREET) (AT STREET) Lu THE BLUFFS AT LAKE WASHINGTON Y) (AT REAR) Date:__ 6/14/00 3 1" 2 20' Oe Ee oe Ei Lk Vo AS a ft . © .:..N oe ON LAKE WASHINGTON BLVD SCALED AS 30-0: PE S E C T — 4 . D W G 59 2 2 /2 - — 3 S T 34'-8" : + ee : ms pe 13'-O" 15'-10" 3'-10" Bellevue Washington 98005 (425)644-1446 & Fax 644-1921 e-mail: office @gmsarch.com l! - 2 D " Architecture Design @ Planning Members of the American Institute of Architecture q 12'I3' 32'-1D" le'-@" 5'.2" 1'-8" hr 12 ' - 4 " te | meni)! 1 t 1 i: te 1804 136th Place NE ‘Ste. 4 | Rae FOYER | ae TILE , f 1D'xi2'=11' =n ‘ CARPET Ly) mS ‘ W'set'2" Cy eR one pe aa . CARPET . 2 | % : ; ra : | I9 2 SN ; EES SAR Sa — Pa ul » . |) BATH — Pi] .sk if ai) LE sf Z | 4 +3 as eG ee Ae fo ee ae | 3] fe eo uw MEA e | sect * Le son «Lenin maaan Zz _|!42° ‘ TILE ‘ 2 | ua \ om WOOD » w= 0 © 6 WOS= P | ; | 1} ; 4 é & 1 Se 1 J Wr | % bl <3 K ze. 7” : , Fs i r ae | ign ppou ¢ i wt Y 2 : eWay eS i Vi ; wooD 9 oO ag ss 5 aS ae KES fl —— o “ OD : Q 2 eg # —— + Uf cone ry ¥ : 3 ‘2"xB'5" f 13'xle'2" (+) Fa : MBDRM ; ve f 13'2"x13'4" F ; c ARPET s, L Y E CARPET — ; 4 GAS / — ; 4 i Cc 1 y ‘ é EY 7 Ty : re S rms . ; 3 rap) 18"xIT'6" “ Q za DECK oi V6"xIT'e" a ee Mi ENT Pear ELASTO DECK 2 = ENT PLA ae . ELASTO ae aestina’l - doves ss Ib< sig = UNIT Lone PLAN UNIT 1é63 PLAN " ' 1588 S.F. (GROSS | ane 1 Sa An <4929-S.F. -fGROSS ee / SEALE: L/ 4 re 1508 S.F. ned : SCALE: L/ + 7a 1263 S.F. yer 1604 136th Place NE Ste. 4 Bellevue Washington 98005 e-mail: office @gmsarch.com (425)644-1446 & Fax 644-1921 Architecture @Design Planning Members of the American Institute of Architecture ee ee ee | os NOTE; MECHANICAL CONTRACTOR TO PROVIDE EXHAUST FAN PER CODE L€ Z @ - P G b (G l r ) *X V 4 ° = II Z @ - P Sr (G Z r ) | ao o e s vm SM S I I S a + “S N SN N S A V HC E ! - La r i ] 42 - 1 TN O MO D | ~ NO L N I H S V M ~ NO L N S S SH L V L S A NO W O O (UBC 12022.1). EXHAUST FAN FOR GARAGE MIN 10'-©" FROM ANY OPENING. SEE GARAGE é STRUCTURAL PLANS FOR FURTHER INFORMATION. INSTALL FAN PER f. . Ox Or ) Pa t h e v s METAL GRILL OVER WELL. PROVIDE DRAIN AT PIPE ELBOU-SLOPE OR TIGHT LINE TO FOOTING DRAIN MANUFACTURERS SPECS. PROVIDE LL ~ 4 = ——~f , a HHH LOE | & / Ba aed ee = eb | ' | = 4 8. 44 ++ LI LI a ne ee ee ee ee he ee as er calkententiostaatoatentententantentententententnen as £. Lil wen a a a eg bey rrr ty heli) ils ARE OO RACINE 5° RIN, SEAL PONCE ES 5 ERR Se Tr wrote td gt il ai ae Sa Spt ye ae be 20 iy he he a cee cs wists ee ce ech pw cain wee te cab sas Mave tn tin SSD Se aay > cae em Lee ae ee ae se efter tn ih 1~ pa Lit bag Bassi ae SR RR a ee ee ee fe eee eee MESEbmeeso se ICLP" sec 3” asa MMERREL Ls, RRND icc Saree fake aR Perma TE aa a ee a i a ee a es i ee ae ee ee ee ee ee wee ee ee ee ee -~——f lsh TO STORM em i ge dan dn A Rs, ihn Teepe, hep. woh kph il ir frie’ gram toon, dat, Sin ‘Sees a lah emer ine id oie. me ee ee ee ee — Or rn rr rr rr rn fr nr nore Mn ce ce cell ces a ee ene ee sa a nD MS eS RS A SO eS a OE ee ne eS ne po cb de ap ee ee ee ee Li ie oe ft a fs — Se MECH. EXHAUST FAN os cena te te wee wens ik ise mt a tm ne ee ae cement nt Gente at Seen ee ee me oe eb rt - +t ee ee ass ee ee we ee = eos ae em os ce oe CEDAR (TYP aetna | a ee ise = ee UNIT 1508 UNIT 1508 so canter meee te ere or ee ne ns a | wpe ee eee pate eee Sa me See ee ee eee se ec a ew es ae ce a ee ee a na a ee ae ee Oe ee ee ae ee os ee oe Mn ee thee alee ce ee ah ce es cos ee se fn sae en el ‘“ pocdat ape pe 4 ‘ ne ° : : ay { “i a cL = = = , if | | 0 in ) iH 1 a ! aL el —_ — oe oe 1 : | T f | } ey Li ra | | : ai e I ! : li u ! ! tu f f ot | TO T T I ! = | | | | [ ; { | ! | ! : i | | ! 1 ae ae re OP NS ah Oe a | ‘B e 46 Vt if f s Pe ea e 11 | { tt | ae l pp et |. ME R S U S T E g EK O O S H S E N S R E R . i] | Na PARKING GARAGE UNIT 1508 UNIT 1508 UNIT 1508 UNIT 1508 | | HC G GARAGE 263 rer 1263 1263 1 | | | SOUTH ELEVATION SCALE: 1/6" = 1'-0" pe r r y RR R ee KAST ELEVATION SCALE: 1/8" = 1'-0" UNIT 1263 ° { we e as it — pf | { —— i tt = i a oo : — il x ; tt a ; ey ii =e 4 ea s t te ae s + ‘4 HI 1 ai e 64 (A s =F i | - | yj | Pt | eH ; it a TS es Ge e a — ’ 28 Yi n = = ae s he l = a = : | |i = = = = | Ri c e { = = = It Fi e i] | 12 1 | i) ie we Fi 5 ty 4 | | ; TE T : be \ j 4. re ae | | = = = | | | 1 { | i — — | bi d a fo a l i i | = = = 1 l j ee in ae a -— 4 bo =| t ‘ | | ’ I i T { | HE D G E PE t :} | ba s = | ; ys bs fe e ¢ ' | ae | ¢ = Pi i l= = |W ) 5 Ra s Ce 7 TF fd 4 al — * FH . | i . 1 a 7 i ny e : ee ee ee = ee er fe ee epee = CEDAR SIDING (TYP) GABLE END ne (TYP) Pe UB. was —— pan es eh ee re ee ee ee , a i j US . } ! | \ i= i f I j oD HS E 1 ew | ; fe RE R R O E Y = i ~~ | IF i | i | Q cl iF | it | | me i be y TT T rT TT T T I T I T T td ba ae an e | a8 6 oy f j t = j } i = i t \ we r ae | = » Vi b e s 2 & it s | co = | , a> = LA I | = Be a ae bt La e ij u I | Eo BG u k E : BR E E ye G a e e e | ' | Zz li t e - j 1 se Hl te I ‘a , sa r e e Se a j i | } = * f ia | Fa i l we NV A | eB = ' ! ‘e y ie fy . —— 1 4 “i = | . | : = om e [i r a pa as | 1 | LJ | ' I | | | | \ | bs | | 1 | I | | : ee oe ae s Ce oo Or e to e th i Oe oe eT ai a qo 1 5 ! i ak s L Bi l : y/ [| wo n 3 ao e b+ win e Ni w a s ia t i +4 1 T ap a c e ag r e e | ; 4 { a 1 4 4a AR re R i 7 , { it + i io a Be . LI T O Oh es ; a . ; 41 bh | a | \ (T ae ; Pa : 4 ’ | ‘4 | au { ' { | rh Pa | H Mt : 3 : iL | a: HE Re ' Si d ; | | { | { ' i i. a4 1 et t | sa n 8 on 1 1 i 0 || Wf it t T 7 ; 4 | | : ra e , s : ie : ie ed | ii e bi l Sa y ft a4 =| oe } a ie ; {| ee ‘ i4 Si k a ses s T : ry || : of : ie he tJ i | 1 : = ae 5 | a « < at e B 3 | a Wi PS | = ie \ 2E V G R R M U M S S E N T RR R RR E R I S F Se e r ee Se e = OB ‘5 St ee oe - i 4 { Ca ae eh AL alles ect sas kin sem ew cn cues semen wn stn te cei st flab ite au and ap st sis ie a o : = = <a — PARKING GARAGE UNIT 1263 UNIT 1263 WEST ELEVATION SCALE: 1/8" = 1'-0" UNIT 1263HC PARKING GARAGE UNIT 1263 UNIT 1263 NOTE: PROVIDE Phe ort nme PARKING GARAGE UNIT 1508 UNIT 1508 UNIT 1508 SCALE: 1/8" = {'~ NORTH ELEVATION Sa n t e OE ar e 68 ' - 2 " elle t sey | i — —+4 I : | | (BIDDER DESIGN) i STAIRS % | - MECANICAL CONTRACTOR TO VERIFY AND INSTALL _ 1804 136th Place NE Ste. 1 | EXHAUST FAN FROM GARAGE PER CODE. Bellevue Washington 98005 EXHAUST FAN PER MANUF. REQ'DS. et meee - PROVIDE METAL GRILL OVER OPENING AT mails: office @gmser | | 36"(SMOOTH INSIDE) DIA. METAL PIPE. GRILL TO BE BOLTED TO PIPE W/ MIN. 14" OPEN'G IN GRILL. architecture @Design’@ Planning I Members of the American Institute of Architecture {ST FLOOR PLAN : | SCALE: 1/8" = 1'-0" | | Soe ae THT coe | | | | i , I | | | x D> Sale ee aq JL , i! DOOR SCHEDULE : a oe 3 z FRAME Cy RA | x Fay | p KA xe S = 3 , i, | 2 : Bl |e ole ib ia is UNIT 1508 UNIT 1263HC]} UNIT 11263 ee ly [8 jzele 18 18 1e |2 [8 : | (A) |oHD| 20'-o%T-0" 194" |MTL| PP|20MN. FE | FE LAL | PP fion 1 = | | : . | @) ow | 3'-O" x 6'-8" « [1%"|MTL| PRP] - | FE | FF LAL | PP | 46,1810 i) J ey | +t | e 2 | | | (c) SW | 3'-O" x e'-3" 134" MTL PP 20MN, FF Fe PrP 143/39 ae 6 | 3 » | | | ° | | mn | || DOOR SCHEDULE KEY: a8 y }Oaw me Pees. TP ENGEL “CONSTRUCTION: tr <iita< l - s ORY FINISH W =» WOOD (UD. ae Igy FOL wes oh eae nog ima a>" oe | | « OVERHEAD GARAGE : s ‘ I] « ae eee See pe eee eee eee ratasseasr | Ss eee a eres are ae = ea ni , | REMARKS: FIR» FRENCH | | ; : abe | |. KEYLOCK 1®. EXT. GRADE DOOR 20. MAXIMUM TRASMITTED a Zz x 34'-8" 32'-10" | 32'-1o" 34+8" a 2 pepe t Loa BATH ‘oo GLASS TEMP. = 450 CS rs 9 a | hay Fl Dalen heme gag | a " AIR SPACE “ase " AIR SPACE | (9 1" AIR SPACE | 4 SELF G.oeune Ms lok PLATE : Tome Z| OES I35'-3" 4 ©, SEF LCOS 16. PANIC HARDWARE = v | % oT wine nd 8. WEATHERS TRIP eee Tciee tecrtame ate z Sm: 9. LATCH DEVICE 18. VISION GLASS W WIRE SAFETY TC) Qo | 1BI'-3" icuiwn GLAZING, 4"x24" (100 $Q. IN. MAX) a a Se | 1e'-10" B'-1" 8-6" x B'-8". ¥ 21-0" 22'-1" iD x ‘ GRADE EXHAUST FAN bg eprom -ch--------- , ere, 600" (BIDDER DESIGN) =» ( \ - FAN SIZE PER MECH. CONTRACTOR VERIFY OPEN'G ** ‘ —— | foe FOOTING PER REQUIREMENTS WITH 2x BLOCK OUT AT OPENING. < ‘ : 4 i STAIRS 4 ’ >| § \av - CONTRACTOR: VERIFY ALL DIMS. 4 INSTALL Sy R are ! ' I o'-O"MN EXHAUST FAN PER MANUF. REQ'DS. in S oe ace ae Ya MECH, im} 4 - PROVIDE METAL GRILL OVER OPENING AT i = 0. ; EE 368MOOTH INSIDE) DIA. METAL PIPE. GRILL TO za OES == | aes xt ane aa <© =ao 4 3 - PL 8 | ' + — Be ad . yes ° oh a : err ee ) ‘i : PROVIDE DRAIN HOLE AT THE END OF PIPE AT a = Be Mae bi f 8 ares mai pom’ GRAVEL BASE-DRAIN TO Q 4 6. i eee se : of ee a I . coe | BxHAuet —+-—)fi?'-@" CANT. oO =) ‘ : doN 0 “| VENT FAN Pe a 5B i Ne b | Att tle’ Se I ID | | | GARAGE FLOOR. PLAN cl ‘ ‘a ‘s z: se Bs SCALE: 1/8” = 1-0" Lo : / : ) . ---- Ss 7 18 NaS ~~ ae) cae bare / ; : \ e vA | (eTaNDARD) % 4 Yee civiL e 4 : ; 4 . f ; 1 W \ y DEVELOPMENT FANNIN cf { SLOPE V6" PER FT. x /. BUILDING LINE PARKING GARAGE a \e a a Te ae : a} | eS | Pe con. Ne el 3 . <i Ai i : im tem oh | i on ne ‘s PF = +51 3 e ms age | $ ‘ +> WALL SURFACE MOUNTED INCANDESCENT Oo; Samat : oe 7 ™~ '-4" CANT, | ae % | SLOPE GRADE =" CANT, Be ontliSon | pu Ree Se 6'-2" Z > ' 3| reef [t= \ ane gS eects _veret-2* + — poe re eid - : ia : Scale: et. Bo rae SAS et ie ae na (EGER re LEN - B40 ae pe Biagio BF 4 ~S as o ee Beene or Lol [FE] = FIRE EXTINGUISHER (RECESSED) | Beerdiacencnes a) agli é 7 2 © Sees - SEE COVER SHT. FOR SPEC. 1 Pe casmasaus % as 2 3 4 Sy gs z zo 2 EXIT SIGN W/LIGHTING - CH 4'-6 Ee " 6" RETAINING DEWALK NOTE: TRENCH ‘: SURFACE MOUNTED 9 : watt N\A, ” DRAN * G4RAd exe nae 4 SPRINKLER Q| > & INCANDESCENT ; o t F \ er curs | re one to “ “| @ 4 : a aE oT oie BUILDING LINE of % . Sedna goal Bible ok . & fe) . % : ek BUILDING PERIMETER = 395'-6" ws : | pee Be eae © airs Yer ee { Fe RETAINING WALL PERIMETER (P) REQ’D « 22252" . 197'-9" : ‘ * 4}'-5" a ‘ ‘ " | 8 ara Ebel i ok i UE ae, ag eh IL ei LH-2 TH « +9! HT. RETAINING WALL (P = 207-7") | 6'-lo" 26/7 s ul J 28'-6" ¥ : 28'-6" 2-4" : = 43' HT. RETAINING WALL | . BI'-3" 4 — 7 oO ee oe Me Roe L€ z @ - v a y (G t r ) *K V d + ce - r a r c a c r ) «| GO o e S YM AM a I S a + SN SN N S A V H1 G c ! - Lo r v i f l | “I T T NO M N O D SA L V L S H NO T N O O | NV 1 d 4O O U || . ‘ N W 1 d SN I G T i N a || YH O O 1 S HL ’ HO N O W H L AN Z Members of the American Institute of Architecture e-mail: office @gmsarch.com architecture @ Design @ Planning (425)644-1446 & Fax 644-1921 1804 136th Place NE Ste. 1 Bellevue Washington 98005 . Ds GUTTER (TYP VE MN DS 5 TT ps P uw hed x —K qu : mi t Li av e ai eh ee i Ww x \ gS 7 4 3 1 [C A L ws S er 2 \ 7 A ud > | 1 fe FB ee Sp e e n et n a ce a ! 1 BA V v 3 a i +9 3 S = s ‘ Z - | o } Ci ) & Ou —— — s OSS D Se t e at ie ER te e li e s ta ag e Re ai l , “A O ee Rr ee ie ae ar e n de te n e t s Se ea s e cS ar e an a t a *: be t A ) s -- - - - } } - | -7 + -- - - - - - - - - =F -- - - 5 == } -- fh - e - -e n n r r p r r r o— t : ; gt Y ; ! 5 aa d i at Ba 3 a = ae Be t o Nw 7 = * | GABLE ha r | ! pe Se g a we no m e os wi n bi e r ii a i YS : : t a en : mx . ; se e f : 8 i 1 HG Bo d : | Bh p Sa c a g e s a g e e 7h if mt a) Ne ae s —— iP : im io r s ! i 1 et e =) ee \ 1 I bs i : if “e a c h — ! b Oo oO ta t | 5 a a & | +8 | Ee os /4 ' \ 92 5 — $3 Wt So r pe a pa : Be h e ) a -t - f \ : — ‘a e e t a g e ah 4 " VE \ Ss ae { : £ — — H 09 “ \ | pi l i n , pe 0 0 fe c e s 4 i — Ri s ‘ § ac d | i , 7 \ | a —_ ry | \f _ S co po s e d od % ! : iy a} —t a l ya 5 SS os co e 2 | ) ! h a} ic h | a ae oO } s || ; ae | HI / (o e S 2 | = a ba g at al e 3 be ; aL cn ie d el a ty Sg ao e : 8 a! if - -- - f o O h - - 8 Pi k 2 es ee e | Pe e c t a e e e a p e e n © Se ) Se c o nm a m e a n s f > 8 | Ae s : ae : - = G2 ) =| a | 3 LC T §2 —| > | | : 4, S ; ; | oe we a aa .| : Pe e . | is ea ee 1] yi oy & a ie ee e 1 | Ay } ‘ ‘| et e eh o “a s T E th e : ni a l = 1T H : fF ! — = i. So a SI S |] iF Sk Z $ : a \ be e : i n “ ee I oO ej 3 | e : om e ej ? Ht fl e 6p oe et it ee ee e = . Z| = | Ht 41 4 i er oe ea e a | Ro s a I S FS ie ! 5 ! ¥ 3 | qi } % | | 1 b : ce e : Fy HT 8 | ig h o. | 38 Ff ® 4 os ) f. 4 P< . ) : ‘ [ F Ee Ba cs * es w bs pe e aa ‘ L / ap e oe $ bo w ri 2° "f t ry Pe d 1 Be : pa y ba d | es {a ; ~ a ma b ie a k t oo sc p te a k ak CS ee e a i ’ ae TS i] ‘ == o : eA tg pj ! aa c ra l a ge m e m a s ic p i _ | ‘ af H 7 ac r e fm a p S t - Ng es ee (2 ; an : cn ia i s s es . L \ a e5 e e S a HN x \ NO E T T rs : 2 5 oe u e o e e e wi = | < = c Sk GO R E Si e m e at e Hy " Su m 7 + : 3 Kk ok ru g e he Se e ge 3 BA Y a ‘a d ) Dr i aS 7 Oh ia t | D ‘A L L u9 - , QO i ut . OG i uo ~ , @ 7 a uA - , 69 a : (/4"/FT. FLOOR SLOPE TO OPEN RAIL @ ALL BALCONIES (TYP.) 2 FIRE EXTINGUISHER (RECESSED) SEE COVER SHT. FOR SPEC. s EXIT SIGN WLIGHTING > CEILING SURFACE MOUNTED INCANDESCENT LIGHT LEGEND “E=P SECURITY LIGHT +26’ ABOVE FINISH GRADE NOTE: LEGEND LF | EXIT com SA-CD094 71 9 # 5 8 lL ] X: i 9 2 ¢ CS T AT LO N _ ! é- l s i te - 1 d . d w o DEVELOPMENT PLANNING CITY OF itd LANNING COULON BSrTATEsS S | T E P LAN SCALE: OCT 09 2r7 eS i ‘\ XY.’ VICINITY MAP SITE STATISTICS RECEIVED 7 “s _~ — i= as = a aa Oo ee a a . | fos ee : lg ae ZONING: RESIDENTIAL MULTI-FAMILY INFILL (RM-1) *, 7, ag, \ | revo [Lf we ems Eg shies, (10-20 DWELLING UNITS/ACRE) \ 7 \ \ - BEACH PARK {FY SE] 88TH} EE 36865 SF. SITE AREA, LESS(-) AREA OVER 40% SLOPE (IS@6SF.) \ * a \ \ © a wy = 353593 SF. NET SITE AREA/43560 SF/ACRE X 20 DU'S/ACRE - \ \ le *e \ 2a esi SS = 16.23 DU'S. THEREFORE: lé Du'S ALLOWED. 1804 136th Place NE Ste. 1 Si \ \ =}N 33RD PLE a oper Bellevue Washington 98005 90 . wo i === \ ae \ a Sane = Leek. ATION: ST ee neon (425)644-1446 & Fax 644-1921 e \ aN \ \ ay =z Ze Se SITE AREA: 36 B65 SF. (0846 ACRE) e-mail: office @gmsarch.com — 3 GYN 2 amin Waa ‘\ ae —-32 a ° ne. PN » “~ 1D se “Y AY \ a, % \ pT DWELLING UNITS PROVIDED: Architecture @ Design Planning ‘ _ vVfhe—~ \ YX 80 : } ks \ \ NO OXON 1 (44%) 1263 FLAT,2 BD/2 BA 12636F.+1= 8241 SF. oo ae | - & & jr TO \\ \ . at Mig ine. | (6%) 1263-HC FLAT,2BD/2 BA 12636F.+1= 1263 OF. ee \ ; , _ \ ica B (50%) |5Oe AL 2 BD/?2 BA. 1508 SF. + ¢ 2e4 ¢ \ : oe ~ \ ‘\ ‘ x A Ln Ss, Od fi TOTAL: 16 DWELLING UNITS 22168 SF. \ Nga / oi \ _ We eae © cms 2001 \ , Ssa/ = XQ —_ \ ‘ & \ nar 5 STALLS PER DWELLING UNIT i \ cs ™~ \ \ \ he ~14 b + | GUEST SPACE PER 2 D'S ae qi) WSs MITecT \ . a s % ‘ 7%, 2 Ay SN ? — £25k peal =15 STALLS x 16 D'S + 8 GUEST STALLS = 32 STALLS i SK i etal e- Nw > x See ees ‘Nea \ ee ~ aN SS * a ne, Po ~ ng ese se: caer _§ eel PARKING PROVIDED: PARKING GARAGE SINK RULSTRO! \ ~ oO > \ ‘ % <0 Yo 3 Se= STANDARD (3'x20': 9 STALLS TATE OPNYASHINGT( O \ Ko) “hy, . a | ; \ @ 4 sa \ Ni, a ~ | ACT (8'6"xl6'): STA oN / 7 % i ~ ~ » Ds m \ oO ™ Ss / ‘ x \ aN SN SN ee, | ae Oa) ad STALL CARPOMA,) XN SX NS | Be =) 6] L|Ne 2200 st ey % ‘O r LAS ; ™~ ™~ _ af ; af gis S| = s — — ‘ ' ' 7 W-Q \ ONS ‘ / ~N N ~~ 20TH [82 sta S| PU VAN (Mex Ys LSTALL AN % \ : hg, bh \. 7s wm a di | a, 7 TOTAL PROVIDED: 34 STALLS ny) v 7 8 e ¢) o>. 3 i ig Raa a i NE st 3 Al |. 8/DUW x AD y » ae Ay OXG g” 4 o> is ee Os “ whe ty IMPERVIOUS SURFACE baci ke On % i Pas by ] . ohn woe GY, s CO afb 8, Yo s. \ | =] ea Sie | Z\ ( PARKING LOT: (15.1% OF SITE (Cp) © > ve 7 a _ ae = EO RIVES: SOF ST <I hs ae My ~ (og a \ <i a, xX \ = lesa! WALKS/PATIOS: 2254 SE— (61% OF SITED fx) = ‘ ° / Ss 2] 38 : BUILDING: 6680 SF. (182% OF SITE) A Q ry ns / M5? od g? & i % : & Ee g/g | TOTAL: 20\62 SF. (54.1% OF SITE) = 6 = i Pe : 2» 5 () bool fo <— ; : | 2, CKO, B/G, yR2 O gv o % 2 wan \ % J taal Bl UNDEVELOPED AREA; 11224 SF. (46%) = wil O ty fn \ c Pg Ko ) ‘8, F a5 Dio Z ray \ ~~O9 \ =) ay Le kc S S tis : _| \ SP No ry 2 as S 0) e %, 5 g LANZEGAPING: Ty =! 4ta~ , g ns \z, CR) } ’ aA) \ rt ; oor eaeen ara T YARD SETBACK: 3200 SF. | Ii _t ral “ \s 099 | | o\ " \ he : Ne Ee | % ie SIDE YARD SETBACK: 2500 SF. ea q x \ ey eS SK 28 ey gb we \ . | _“ | Bx SEE PIARK PARKING LOT: 4DO SF. | Ze s OK DOS Oe : a \ 6) TR . |F 2 COURTYARD: 100 SF. 0 a x V2 Ay ‘=¥ % nN fy ,e ‘ e oT oss 14'.gnn i 20° ae ™ \‘o ‘ N ‘, LEGAL DESCRIPTION FOR: GX REQUIREMENT ait tla Zz zx = i a in A BSB \ 4°32°57 WO ete y VENT TO ,” XY COULON ESTATES REAR (EAST) YARD: 15! MINIMUM © © O35 _ Or (® S, SY TATRA ; BNOG : G ARAGE (SIZE a SIDE (NORTH ¢ SOUTH) YARD: 12' MINIMUM pl & \) ui @ z 1% \ 6,7 yi OUTNNE 6 PER BIDDER , >) Wy 4x f 5 — SIGN) y scraper’ Eppviben: . — FH ~~ = Tract 355, CD. Hillmans Lake Washington Garden of Eden, Division No. 5 according to the RE wy R ra ; ae. “i e) Ps bd $ | Ss|5 plat thereof as recorded In Volume |i of Plate, page 83, recorde of King County, Washington, SIDE (NORTH @ SOUTH) YARD: 14! TC) Q Do LZ \ \ COURTYARD [RK together with that portion of vacated Lakeview Boulevard North which attaches thereto by . a> Oo \ ) ation of law, except any portion of sald Tract 355 conveyed to King County for Lake r 1 4 i, | —_ | Washington Boulevard Southeast by deed recorded under Recording No. |\040356. ALLOWABLE: 35' WITH MAXIMUM OF 45! - i fos ai EC ey Se | ROP = 1! " ~ | Zs - S °,7 AND together with that portion of Tract 346 of sald plat and of vacated Lakeview ' cieenaliaieiia | 2? | es \ Ai oe ogee I263 12263 Boulevard North which attaches to thereto by operation of law, described as follows: Bull:> . \ sg G CODE: - \ ha 2/ 2 — -—s 2 /2 _ Begiming at the southwest corner of sald Tract 346, thence N86°I5'31"W 33.46 feet to an pera UBC 1987 EDITION we 3" \ | STORY OVER P ARKING GARAGE Intersection of the centerline of vacated Lakeview Boulevard North and a line perpendicular —7 7 - ke \ ISTFF = to eaid centerline and originating at the northeast corner of Tract 355 of sald platt thence C CARPORT: G-I A\ ATL T \ \ GA E "= +60 $22°3|'BS"E along said centerline 26.33 feet+ thence continuing along sald centerline / A ACCESS ROAD ILITIES, \ FF. = 5O5' $64°32'51"E 143.36 feett thence N&I°51'25"E 5436 feet to the southeast corner of sald Tract CONSTR. TYPE: TYPE Y - | HR (SPRINKLERED) SIGNAG D CONSTRUCTION 346% thence along the south line of said Tract 346, N64°32'51"W 106.18 fest: thence SEISMIC ZONE: THREE (3) ACCESS EASEMENT \ $60°43'30"WU 23.02 feet: thence N239°l6'29"W 293.25 feet: thence N6I*IO'SI"W 34.05 feet to WIND EXPOSURE: & _-REC. NO. 20000317002105 \ a § the point of begiming. -———— ~ MAXIMIUM DENSITY CALC: (RM-1 ZONING) - O° P . es \ il — P TAX PARCEL % 234480-0448 20 DU'S/ACRE = 20 DU XO8il ACRES = 16.23 DU'S THEREFOR = 16 Du's 82, A kesttes ’ TY ait LEGEND On a prongs _ 0 = 420' HT. PARKING LIGHT On 0 IN BS Paella Lr 1 NON-GLARE, Ib@ WATT MERCURY VAPOR om \A- A ad IS. Re, _, GARAGE aN % = ako? <P = 226' HT. SECURITY LIGHT ' Wea IBD WATT HIGH PRESSURE SODIUM z <0 ) v ° 13 . S \ : GABLE VENT, o* @ eye ia _ SIDING TO MATCH BLDG. @ + BHT. YARD LIGHT < ere eK” \ EH : eer _ oe » 18 WATT GLOBE LIGHT ON POLE _I f a &TrTT DSK e NEW ACCES$- \' i is ON ee Chis t = EXISTING STREET LIGHT fp. ae IN - = a — ae WY [ -_~ h EN IGN _ G Lu , \\ WC FIRE HDRant = _— 2x1 TRIM rap) —— CARPORT (OPEN? <—— 8x8 P.T. POST Cc . ACT STALL se a - conn ne ee a a Td ss ROCKERY me — Date:__AW/OO _ a = 6" CURB WITH SIDEWALK ccate. W220" CARPORT SIDE ELEVATION —_— ae f 2 TREE TO BE Job #2922 j Revisions: J\3N@O. CITY A\8/VOO CITY \ Me = TREE TO BE REMOVED A\S/V0\ OWNER = BRUSH LINE 40'-O" H'-0" 20'-0" 80'-@" N@BSBIH RENISED Site PLAN | Sse, APPROVED 10/ 13/2001 wnbee MINDR MoD