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Home My WebLink AboutLarge Formati i ,o C 0 00 CB - TYPE 2 - 48 " - RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. E.=52.40 / SIDf SEWER 6" @ PL �l� l I SSCO S#4 RIM=5 .35' I. E. 8 " PVC S. = 45. 5'± FOUND 1/2" REBAR & CAP STAMPED IS 19635" 0.2' W. LIG PO E 15' PUGET POWER EASEMENT II REC. NO. 8403260623 60' DEED REC. NO. 1035005 —DATED 12/29/1915 ------ 50' SSMH 54" — SS#3 BURIED?— RIM= I. F'---. 8" PVC N.= 1, E. 8 " PVC S. _ R=1544.70' ----- A =06°38'45" L=179.17' MEASURED HEIGHT = 12.77'— .SIDE SEWER 6" @ PL I.E.=37.8 (TO BE REMOVED) _I T 1-77*1 R SSMH 54 — SSJ2 RIM=40.70' /.E 8 PVC N.=34.27' LE. 8" C900 S.=34.1 ' GUY POLE -- _ l I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I ,SE 1/4, SW 1/4, ,SCC. OS, T. 23 N., R.05 E., W.M. KIN COUNTY, WAS CTON x� \Qp I I I ON (NOW SD CLEANOUT r(` RIM 61.45 / / / 2 \ i 1v VAULT ACCUNABLE TO OPEN F — TYPE 1 RIM 53 CB PVC NE RIM 61.94 I I �I� — 1I I 1\ 1 Q 6" PVC SW I.E.=59.69 E I I I I I I I\ I —\ 11 — VAUL I CESS I f J `, I I I _ — — I i� r 0 ll RIM .`.�4.2 6" PVC NI.E.=59.93 I I " PVC I.E. = 51.38 I I I I I I ; I \\\ � � — m 8 o i I V, 11 / 1 _ m WEIR E—W 1.E.=51,33\o BOTTOM 0 VAULT=46.19 IT I i "E 33 ` 1 ' / / \ \ 1 v o ,A5 I40 i I CB —l LID ( II 54.3 r� 6 PVC W, NE 1.E.=5T23 L T314CL SID so a i i f \\\� \ — — \\ \\�✓ �—, — _ —1-20 —F-0UIvID 4"X4" CONCRE RW MONUMENT , SW X 0.2 SE KITED NOV. 2012 - \ \ \ \ \ \ �uOT 313 \ \ \ \ \ \ /FOUND 112" REBAR & C.D. HILLMAN'S STAMPED IS 18898„ LAKE YVASHINGTON GARDEN OF EDEN 0.2' N. X 0.2' W. Q- DtVU,0N NO. 5 \ I \ VOL 11; 83 ' LOT 312 OF x \ CL �\ i FOUND 1/2 REBAR & CAP \ \ STAMPED IS 46016 18898” \ \ 0.4' NW X 0.2' VC \ \ N79'1 1'51 "E 00 00 FOUND 1/2 REBAR & CAP STAMPED "HARSTAD TNL O�\OC\OHO ` �C LS 13731 " E F.H. r o c`rJ\ Cj C5 \ \ s\ o } "D C7\ Q C7 REV. NO. DESCRIPT R* 1544.700 l 1��=06°09'4 \ \ L= � g6.13' w 50'-0" SCALE: 1 " == 20'-0" 50'-0" -- 6 -D REC, DATED 12 29 z 0 (D z U) LIJ IRRIGATION METER FIRE HYDRANT— WATER METER— /1915 2'-6" R.O.W. — '115 -1 -Opp "\ PUGET POWEF EASEMENT REC. NO_ i 0 0 1,000V Qv - A. 'A— X A 7 k - '4 1 X A 17 x X /X < < . ...... . e Y Z /K o'. x A� v 7' . ..... - >/ 7 z / v 7 Z 71 z � 4 X Vi V, A/ A-20 I," v x - Z. -z- 4 X 7 Z z /Z 1-7< < x 'IY2Jj 7" �y X x -7 'K —7 GAS, METER ROOF BELOW 00 (SWIMMING POOL) -Z < Z I I 7`� K V 7'- -7 V >1 LU X MEF A ,AAN FOR /_.Z ./. Z-1-17 z- Z z z 1117. r CN rco Y 441-1 00 '7' 7 �/6 J; 9Y2 7� I I z x Z I y 'y y Q 18" RETAINING WALL 18"-24" RETAINING WALL BUILDING ENTRY DRI I� AISI-4 Q) ;o -: C14 Lr - :L m1c) 0 z LN, AG 18" RETAINING WALL 18"-24" RETAINING WALL BUILDING ENTRY DRI I� AISI-4 ---------------- tf�- , - 1--). 1 1.1✓1, -..— "1 L--- 77 j 7 I X, CD I.0, z Q) ;o -: C14 a_ ps !d m1c) 0 z LN, AG G- o :3 0 CD > 4� C4 0 LO CD REVISIONS: :5 0 co 0 -c 00 W (D z co I C) 0 to oq z 0 �— z -r c) ZU) < V) D7 CD Q)C,4 QO ILI 10" C:) C:) cy) � ..... ...... ------ ------ -----+ ..... ...... ...... ...... ...... ..... ...... ...... ....... Lo c) V 'G) 2 ..T .. ....... ...... .. ... ...... ....... TRASH & RECYCLING ENCLOSED IN GROUND po &E PARKING AREA 00 ji F lxr 4��8' RE-TANINGn -CLI,.- ... ._I . N- ---------------- tf�- , - 1--). 1 1.1✓1, -..— "1 L--- 77 j 7 I X, CD I.0, z 6611 REGISTERED ARCHITECT ul-), s� CA --V W. SCOTT CLARK STATE OF WASHINGTON Q) ;o -: C14 a_ ps !d D 0) 00 0 z LN, AG G- o :3 0 CD > 4� C4 0 LO CD REVISIONS: :5 0 co 0 -c 00 W (D z 0 to oq z 0 �— z -r c) ZU) < V) D7 CD Q)C,4 QO ILI 6611 REGISTERED ARCHITECT ul-), s� CA --V W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22/14 0 z LN, AG .J w o DPD NO. 0 LIJ LO CD REVISIONS: :5 0 co 00 0) < zo z 0 0 z 0 �— z -r �— z LLJ ZU) < 01-1 W 3� LIJ C:) C:) cy) T- 6611 REGISTERED ARCHITECT ul-), s� CA --V W. SCOTT CLARK STATE OF WASHINGTON SITE PLAN SHEET NO: �1� DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. xxxxxxx MUP NO. xxxxxxx REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 SITE PLAN SHEET NO: �1� PROJECT INFORMATION PROJECT LOCATION 1300 LAKE WASHINGTON BLVD N, RENTON, WA 98056 PARCEL NUMBER 334450-0007 LEGAL DESCRIPTION SC ION HILLMANS LK WN GARDEN OFEDEN5 SLY 160 FT OF NLY w 235 FT OF 312 THRU 315 PLW NLY LN OF LOTS LESS CO EMAIL: fkassam@legacy-hospitality.com RD LESS ST HWY #2A & ST HWY #1 DESCRIPTION OF WORK THIS PROPOSAL IS FOR A 4—STORY HOTEL BUILDING WITH PARKING LEVEL 1 FLOOR PLAN PUBLIC SPACES ON THE GROUND FLOOR AND LEVEL 1, AND LANDSCAPE ARCHITECT: BELOW GRADE PARKING. THE PROJECT WILL CONSIST OF ORIGIN DESIGN GROUP GUESTROOMS ON THE 1ST -4TH LEVELS. THE BELOW GRADE P.O. BOX - 1478 PARKING WILL BE ACCESSED FROM A DRIVE AISLE ALONG THE EVERETT, WA 98206 SOUTH SIDE OF THE BUILDING. THE HOTEL ENTRY WILL BE PH- (425) 346-1905 ACCESSED BY VEHICLES AND PEDESTRIANS FROM LAKE CONTACT: KRYSTAL LOWE WASHINGTON BLVD N. APPLICABLE CODES RENTON MUNICIPAL CODE 2012 SEATTLE BUILDING CODE (SBC) 2012 SEATTLE ENERGY CODE (SEC) SITE AREA 50,002 SF ZONE UC—N2 (URBAN CENTER — NORTH 2) VICINITY MAP l i A,` RM ,� �� `1 r it � �i�~'i 5` t `•t �}l, • � } 11 t ,tt 1 i CIP ® Ott ( ••Y'ty i t`� •? � � �;�.::::.:.::;: ;} tit �•t L UC -N2'i;} �•l 11i,'i i it-:..,., �'��..� ��• '��..'_.. �� 17 ; ,I 77' 17 It } '`�t ti lit f , t.�f _ -- � i 7 i i t t .. --- f r t i } t ,l t ; O f f f 1 t j l f f i l �f , , • It 1 NE P PRS =t N x ELEVATION INDICATOR AX.X X BUILDING SECTION Ax.x INDICATOR x WALL SECTION AU INDICATOR x Ax.x DETAIL OR ENLARGED OWNER: LEGACY RENTON LLC PLAN INDICATOR Ax 169 WESTERN AVENUE W. AX.]xD INTERIOR ELEVATION w INDICATOR O PLAN KEYNOTE x—# DOOR TAG WINDOW TAG FC# FLOOR/CEILING TYPE TAG # Afl ROOM NUMBER # WALL TYPE TAG DATUM / ELEVATION CONCRETE CONSTRUCTION CEILING HEIGHT INDICATOR FIRE EXTINGUISHER IN CABINET FE EXIT WALL OR CLG. MOUNTED EXIT SIGN 0 EXIT CLG. MTD. DIRECTIONAL EXIT SIGN, VISIBLE FROM BOTH SIDES, AS REQ'D. ACCESSIBLE PARKING STALL NO PARKING ZONE �F u r y r u _ ; e v, , : OWNER/CLIENT: ARCHITECT: OWNER: LEGACY RENTON LLC CLARK DESIGN GROUP PLLC 2518 HALLADAY ST 169 WESTERN AVENUE W. SEATTLE, WA 98199 SEATTLE, WA 98119 CONTACT: FAIZEL KASSAM PH- (206) 782-8202 EMAIL: fkassam@legacy-hospitality.com FX- (206) 782-7818 PARKING LEVEL 2 FLOOR PLAN CONTACT: SCOTT CLARK PARKING LEVEL 1 FLOOR PLAN EMAIL: sclark@clarkdg.com LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: ORIGIN DESIGN GROUP PSM ENGINEERS P.O. BOX - 1478 2200 SIXTH AVENUE, SUITE 601 EVERETT, WA 98206 SEATTLE, WA 98121 PH- (425) 346-1905 PH- (206) 622-4580 CONTACT: KRYSTAL LOWE CONTACT: MUNI VIMAWALA EMAIL: origindg@gmail.com EMAIL: muniv@psm-engineers.com GENERAL: CS1 PROJECT INFO/ZONING LANDSCAPING: L2 LANDSCAPE PLAN TREE RETENTION L3 LANDSCAPE PLAN L4 LANDSCAPE PLAN L5 PLANTING DETAILS ARCHITECTURAL: AO.1 SITE PLAN A1.P2 PARKING LEVEL 2 FLOOR PLAN A1.P1 PARKING LEVEL 1 FLOOR PLAN A1.1 LEVEL 1 FLOOR PLAN A1.2 LEVEL 2 FLOOR PLAN A1.3 LEVEL 3 FLOOR PLAN A1.4 LEVEL 4 FLOOR PLAN A1.5 LEVEL 5 FLOOR PLAN A1.6 ROOF PLAN A2.1 ELEVATIONS A2.2 ELEVATIONS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW 1805 136TH PL NE, SUITE 201 BELLEVUE, WA 98005 PH- (425) 449-4704 FX- (425) 449-4711 CONTACT: HENRY WRIGHT EMAIL: Henry.Wright@earthsolutionsnw.com TRAFFIC CONSULTANT: GIBSON TRAFFIC CONSULTANTS, INC. 2802 WETMORE AVE, SUITE 220 EVERETT, WA 98201 PH- (425) 339-8266 FX- (425) 258-2922 CONTACT: BRAD LINCOLN EMAIL: brad)@gibsontraffic.com INDEXSHEET CIVIL ENGINEER: INSIGHT ENGINEERING CO. 2804 GRAND AVE, STE 308 EVERETT, WA 98201 PH- (425) 303-9363 FX- (425) 303-9362 CONTACT: BRIAN KALAB EMAIL: Brian@insightengineering.com RCP—REFLECTED CEILING PLAN RD— ROOF DRAIN REC— RECOMMENDED REF— REFERENCE, REFER REF— REFRIGERATOR REINF— REINFORCED REQ, REQ'D— REQUIRED RM— ROOM RO— ROUGH OPENING SBC— SEATTLE BUILDING CODE SC— SOLID CORE SCHED— SCHEDULE, SCHEDULED SDMH— STORM DRAIN MANHOLE SECT— SECTION SF— SQUARE FEET SHT— SHEET SIM— SIMILAR SL— STREET LIGHT SM— SMALL SPEC— SPECIFICATION SQ— SQUARE SS— SANITARY SEWER S.S.— STAINLESS STEEL STD— STANDARD STL— STEEL STRL/STRUC— STRUCTURAL SYM— SYMMETRICAL T.B.D.— TO BE DETERMINED TEL— TELEPHONE TG— TEMPERED GLASS T.O.— TOP OF TS— TUBE STEEL TSP— TELEPHONE SERVICE POLE TYP— TYPICAL UL— UNDERWRITER'S LABORATORY UON— UNLESS OTHERWISE NOTED VB—VINYL BASE VCT— VINYL COMPOSITION TILE VER— VERIFY VERT— VERTICAL V.I.F.— VERIFY IN FIELD W/ — WITH WD— WOOD WIN, WDW — WINDOW WP— WATERPROOF W.R.— WEATHER RESISTANT WT— WEIGHT LOT COVERAGE: RMC 4-2-120E PARKING: RMC 4-4-08O.F.10.d /4-4-080.F.11 BUILDING HEIGHT: RMC 4-2-120E SETBACK REQUIREMENTS: RMC 4-2-120E PARKING ACCESS: RMC 4-3-100.E.2 DRIVEWAYS: RMC 4-4-080.1 LANDSCAPING AND SCREENING: RMC 4-4-070 STREET LEVEL DEVELOPMENT STANDARDS RMC 4-3-100 SIGNS IN NC3 ZONE RMC 4-2-120E/ LODGING PARKING RMC 4-3-100/ ABV— ABOVE EQ— EQUAL LAV— LAVATORY ACOUS— ACOUSTICAL EXP— EXPANSION, EXPOSED LB— POUND ACT— ACCOUSTICAL CEILING TILE EXT— EXTERIOR LG— LARGE ADJ— ADJACENT, ADJUSTABLE FA— FIRE ALARM LOC— LOCATION AFF— ABOVE FINISH FLOOR FD— FLOOR DRAIN LP— LIGHT POLE ALT— ALTERNATE FDC— FIRE DEPARTMENT CONNECTION MACH— MACHINE ALUM— ALUMINUM FE— FIRE EXTINGUISHER MATL— MATERIAL ANDD— ANODIIZED FEC— FIRE EXTINGUISHER CABINET MAX— MAXIMUM ARCH— ARCHITECTURAL FFE— FINISH FLOOR ELEVATION MDF— MEDIUM DENSITY FIBERBOARD ASPH— ASPHALT FH— FIRE HYDRANT MDO— MEDIUM DENSITY OVERLAY BLDG— BUILDING FIN— FINISH MECH— MECHANICAL BLKG— BLOCKING FLASH— FLASHING MED— MEDIUM BLW— BELOW FND— FOUNDATION MFR—MANUFACTURER BM— BEAM FLR— FLOOR MIN— MINIMUM B.O.— BOTTOM OF F.O.— FACE OF MIR— MIRROR BOT— BOTTOM F.O.S.— FACE OF STUD MISC— MISCELLANEOUS BRG— BEARING F.O.W.— FACE OF WALL M.O.— MASONRY OPENING CAB—CABINET FR— FIRE RESISTIVE, FIRE RATED MTD— MOUNTED CB— CATCH BASIN FT— FOOT, FEET MTL— METAL CIP— CAST—IN—PLACE F.T.— FIRE TREATED N.A.— NOT APPLICABLE CJ— CONTROL JOINT FTG— FOOTING NIC— NOT IN CONTRACT CL— CENTERLINE FURR— FURRING NO.— NUMBER CLG— CEILING GA— GAGE NOM— NOMINAL CLR— CLEAR GALV— GALVANIZED NTS— NOT TO SCALE CMU— CONCRETE MASONRY UNIT GC— GENERAL CONTRACTOR 0/ — OVER COL— COLUMN GLS— GLASS O.C.— ON CENTER CONC— CONCRETE GRD— GRADE, GROUND O.D.— OUTSIDE DIAMETER CONST — CONSTRUCTION GV— GAS VALVE OD— OVERFLOW DRAIN CONT— CONTINUOUS GWB— GYPSUM WALLBOARD O.H.— OPPOSITE HAND CPT— CARPET GYP— GYPSUM OPN'G— OPENING CT— CERAMIC TILE HB— HOSE BIB OPP— OPPOSITE CTR— CENTER HC— HANDICAP PERP— PERPENDICULAR DET, DTL— DETAIL H.D.— HOT DIPPED PL— PLATE DF— DRINKING FOUNTAIN HDWR— HARDWARE PLAM— PLASTIC LAMINATE DIA— DIAMETER HGT— HEIGHT PLT— PLATFORM DIM— DIMENSION HM— HOLLOW METAL PTD— PAINTED DN— DOWN HORIZ— HORIZONTAL PNT— PAINT DS— DOWNSPOUT HPC— HIGH PERFORMANCE COATING PP— POWER POLE DW— DISHWASHER HR— HOUR PSF— POUNDS PER SQUARE FOOT DWG— DRAWING ID— INSIDE DIAMETER PSI— POUNDS PER SQUARE INCH (E), EXIST— EXISTING INSUL— INSULATION P.T.— POST TENSIONED EA— EACH INST— INSTALL, INSTALLER PT— PRESSURE TREATED EF— EXHAUST FAN INT— INTERIOR PV— PLUMBING VENT EJ, EXP JT— EXPANSION JOINT JAN— JANITOR PWD/PLYWD— PLYWOOD ELEC— ELECTRICAL) JT— JOINT RAD— RADIUS ELEV— ELEVATION OR ELEVATOR LAM— LAMINATED RB— RUBBER BASE CIVIL ENGINEER: INSIGHT ENGINEERING CO. 2804 GRAND AVE, STE 308 EVERETT, WA 98201 PH- (425) 303-9363 FX- (425) 303-9362 CONTACT: BRIAN KALAB EMAIL: Brian@insightengineering.com RCP—REFLECTED CEILING PLAN RD— ROOF DRAIN REC— RECOMMENDED REF— REFERENCE, REFER REF— REFRIGERATOR REINF— REINFORCED REQ, REQ'D— REQUIRED RM— ROOM RO— ROUGH OPENING SBC— SEATTLE BUILDING CODE SC— SOLID CORE SCHED— SCHEDULE, SCHEDULED SDMH— STORM DRAIN MANHOLE SECT— SECTION SF— SQUARE FEET SHT— SHEET SIM— SIMILAR SL— STREET LIGHT SM— SMALL SPEC— SPECIFICATION SQ— SQUARE SS— SANITARY SEWER S.S.— STAINLESS STEEL STD— STANDARD STL— STEEL STRL/STRUC— STRUCTURAL SYM— SYMMETRICAL T.B.D.— TO BE DETERMINED TEL— TELEPHONE TG— TEMPERED GLASS T.O.— TOP OF TS— TUBE STEEL TSP— TELEPHONE SERVICE POLE TYP— TYPICAL UL— UNDERWRITER'S LABORATORY UON— UNLESS OTHERWISE NOTED VB—VINYL BASE VCT— VINYL COMPOSITION TILE VER— VERIFY VERT— VERTICAL V.I.F.— VERIFY IN FIELD W/ — WITH WD— WOOD WIN, WDW — WINDOW WP— WATERPROOF W.R.— WEATHER RESISTANT WT— WEIGHT LOT COVERAGE: RMC 4-2-120E PARKING: RMC 4-4-08O.F.10.d /4-4-080.F.11 BUILDING HEIGHT: RMC 4-2-120E SETBACK REQUIREMENTS: RMC 4-2-120E PARKING ACCESS: RMC 4-3-100.E.2 DRIVEWAYS: RMC 4-4-080.1 LANDSCAPING AND SCREENING: RMC 4-4-070 STREET LEVEL DEVELOPMENT STANDARDS RMC 4-3-100 SIGNS IN NC3 ZONE RMC 4-2-120E/ LODGING PARKING RMC 4-3-100/ PARKING LEVEL 2 0 SF RMC 4-4-100G 18,681 SF LEVEL HOTEL LODGING PARKING TOTAL PER CIVIL PARKING LEVEL 2 0 SF ALLOWED: 90% OF TOTAL AREA OR 100% IF PARKING IS PROVIDED WITHIN THE BUILDING OR WITHIN A PARKING GARAGE 18,681 SF 18,681 SF PARKING LEVEL 1 0 SF CENTER DESIGN OVERLAY REGULATIONS. SITE PLANNING MUST DEMONSTRATE FEASIBLE FUTURE LOCATION OF STRUCTURED 18,681 .,F 18 681 f SF LEVEL 1 7,287 SF 4,519 SF 11,806 SF LEVEL 2 16,989 SF 0 SF 16,989 SF LEVEL 3 15,410 SF 0 SF 15,410 SF LEVEL 4 15,410 SF 0 SF 15,410 SF LEVEL 5 11,833 SF 0 SF 11,833 SF TOTAL 66,929 SF 41,881 SF 108,810 SF SITE AREA: 57,002 SF BUILDING FOOTPRINT: 16,989 SF EXISTING IMPERVIOUS: PER CIVIL PROPOSED IMPERVIOUS: PER CIVIL ALLOWED: 90% OF TOTAL AREA OR 100% IF PARKING IS PROVIDED WITHIN THE BUILDING OR WITHIN A PARKING GARAGE PROPOSED: BUILDING = 29.8%, TOTAL IMPERVIOUS SURFACE = 40.4% ALL PARKING SHALL BE STRUCTURED PARKING EXCEPT PARKING REQUIRED FOR GUESTS. PARKING FOR ALL USES SHALL BE LOCATED CONSISTENT WITH RMC 4-3-100. URBAN CENTER DESIGN OVERLAY REGULATIONS. SITE PLANNING MUST DEMONSTRATE FEASIBLE FUTURE LOCATION OF STRUCTURED PARKING TO ACCOMMODATE INFILL DEVELOPMENT. PARKING (LODGING): 1 SPACE FOR EACH GUEST ROOM + 1 SPACE FOR EVERY 3 EMPLOYEES 0 REQUIRED: 105 ROOMS + (30 EMPLOYEES / 3) 10 SPACES = 115 SPACES • PROVIDED: 105 SPACES* REVIEW: PARKING REDUCTION: 9 7. SMALL SPACES: MAX 50% ALLOWED 50% PROVIDED (52 STALLS) (7'-6" X 13'-11 3/4" MIN.) LARGE SPACES: MIN 50% ALLOWED 50% PROVIDED (53 STALLS, [5 HC STALLS]) (8'-4" X 16'-0" MIN.) ACCESSIBLE PARKING: 5 SPACES REQUIRED (FOR 101 TO 150 SPACES) co 5 SPACES PROVIDED (2) 9'-0" X 19'-0", (3) 8'-4" X 16'-0" BIKE PARKING (LODGING): 10% OF GUEST ROOMS Qo REQUIRED: 105 ROOMS = 10 = 10.5 SPACES - (nom PROVIDED: MINIMUM 11 SPACES HEIGHT LIMIT: 6 STORIES ALONG RESIDENTIAL/MINOR COLLECTORS PROPOSED: 5 STORIES ABOVE AVERAGE GRADE PLANE PER RMC 4-4-095E, ALL OPERATING EQUIPMENT LOCATED ON THE ROOF OF ANY BUILDING SHALL BE ENCLOSED SO AS TO BE SCREENED FROM PUBLIC VIEW, EXCLUDING TELECOMMUNICATIONS EQUIPMENT. SHIELDING SHALL CONSIST OF THE FOLLOWING: 1. NEW CONSTRUCTION: ROOF WELLS, CLERESTORIES, OR PARAPETS, WALLS, SOLID FENCING, OR OTHER SIMILAR SOLID, NONREFLECTIVE BARRIERS OR ENCLOSURES AS DETERMINED BY THE ADMINISTRATOR TO MEET THE INTENT OF THIS REQUIREMENT SETBACK REQUIREMENTS FOR URBAN CENTER — NORTH 2 ZONE FRONT YARD: 0 FT MINIMUM, 5 FT MAXIMUM SETBACK SIDE YARD ALONG STREET.: 0 FT MINIMUM, 5 FT MAXIMUM SETBACK SIDE YARD: 0 FT REAR YARD: 0 FT CLEAR VISION AREA: IN NO CASE SHALL A STRUCTURE OVER 42" IN HEIGHT INTRUDE INTO THE 20 FT CLEAR VISION AREA DEFINED IN RMC 4-11-030. INTENT: TO MAINTAIN A CONTIGUOUS AND UNINTERRUPTED SIDEWALK BY MINIMIZING, CONSOLIDATING, AND/OR ELIMINATING VEHICULAR ACCESS OFF STREETS. GUIDELINES: VEHICULAR ACCESS TO PARKING GARAGES AND PARKING LOTS SHALL NOT IMPEDE OR INTERRUPT PEDESTRIAN MOBILITY. THE IMPACTS OF CURB CUTS TO PEDESTRIAN ACCESS ON SIDEWALKS SHALL BE MINIMIZED. STANDARDS: DISTRICT C BOTH OF THE FOLLOWING ARE REQUIRED: 1. PARKING GARAGES SHALL BE ACCESSED AT THE REAR OF BUILDINGS. COMPLIES 2. PARKING LOT ENTRANCES, DRIVEWAYS, AND OTHER VEHICULAR ACCESS POINTS SHALL BE RESTRICTED TO ONE ENTRANCE AND EXIT LANE PER FIVE HUNDRED (500) LINEAR FEET AS MEASURED HORIZONTALLY ALONG THE STREET. COMPLIES DRIVEWAY LOCATION — HAZARD PROHIBITED: NO DRIVEWAY SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO BE A HAZARD TO ANY EXISTING STREET LIGHTING STANDARD, UTILITY POLE, TRAFFIC REGULATING DEVICE, FIRE HYDRANT, ABUTTING STREET TRAFFIC, OR SIMILAR DEVICES OR CONDITIONS. THE COST OF RELOCATING ANY SUCH STREET STRUCTURE WHEN NECESSARY TO DO SO SHALL BE BORNE BY THE ABUTTING PROPERTY OWNER. SAID RELOCATION OF ANY STREET STRUCTURE SHALL BE PERFORMED ONLY THROUGH THE DEPARTMENT AND PERSON HOLDING AUTHORITY FOR THE PARTICULAR STRUCTURE INVOLVED. (ORD. 4517, 5-8-1995; ORD. 5676, 12-3-2012) I. THE LOCATION OF INGRESS AND EGRESS DRIVEWAYS SHALL BE SUBJECT TO APPROVAL OF THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT UNDER CURB CUT PERMIT PROCEDURES. II. DRIVEWAY WIDTH (AGGREGATE WIDTH IF MORE THAN ONE DRIVEWAY EXISTS) SHALL NOT EXCEED FORTY PERCENT (40%) OF THE STREET FRONTAGE. (ORD. 3988, 4-28-1986) III. DRIVEWAYS SHALL NOT BE CLOSER THAN FIVE FEET (5) TO ANY PROPERTY LINE (EXCEPT AS ALLOWED UNDER SUBSECTION 17 OF THIS SECTION, JOINT USE DRIVEWAYS). (ORD. 4517, 5-8-1995) IV. THERE SHALL BE A MINIMUM OF EIGHTEEN FEET (18') BETWEEN DRIVEWAY CURB RETURNS WHERE THERE IS MORE THAN ONE DRIVEWAY ON PROPERTY UNDER SINGLE OWNERSHIP OR CONTROL AND USED AS ONE PREMISES. (ORD. 5729, 10-20-2014) THE WIDTH OF ANY DRIVEWAY SHALL NOT EXCEED THIRTY FEET (30') EXCLUSIVE OF THE RADII OF THE RETURNS OR THE TAPER SECTION, THE MEASUREMENT BEING MADE PARALLEL TO THE CENTERLINE OF THE STREET ROADWAY. (ORD. 5729, 10-20-2014) DRIVEWAYS: MINIMUM WIDTH: 22 FT (FOR 2—WAY TRAFFIC) 22 FT CURB CUT PROVIDED MAXIMUM WIDTH: 30 FT (FOR 2—WAY TRAFFIC) MAXIMUM SLOPE: 15 PERCENT THERE SHALL BE NO MORE THAN ONE DRIVEWAY FOR EACH ONE HUNDRED SIXTY FIVE FEET (165') OF STREET FRONTAGE SERVING ANY ONE PROPERTY OR AMONG PROPERTIES UNDER UNIFIED OWNERSHIP OR CONTROL; FOR EACH ONE HUNDRED SIXTY FIVE FEET (165') OF ADDITIONAL STREET FRONTAGE ANOTHER DRIVEWAY MAY BE PERMITTED SUBJECT TO THE OTHER REQUIREMENTS OF THIS SECTION. (ORD. 3988, 4-28-1986; ORD. 5729, 10-20-2014) DISTRICT C 2. ALL BUILDINGS AND DEVELOPMENTS WITH OVER THIRTY THOUSAND (30,000) SQUARE FEET OF NONRESIDENTIAL USES (EXCLUDING PARKING GARAGE FLOORPLATE AREAS) SHALL PROVIDE PEDESTRIAN ORIENTED SPACES. A. THE PEDESTRIAN—ORIENTED SPACE SHALL BE PROVIDED ACCORDING TO THE FOLLOWING FORMULA: 1% OF THE SITE AREA + 1% OF THE GROSS BUILDING AREA, AT MINIMUM. LANDSCAPING REQUIRED: 1% SITE (57,002) + 1% NON—RESIDENTIAL USE (66,929) = 570 + 669 = 1,239 SQUARE FEET REQUIRED. LANDSCAPING PROVIDED: -3,700 SF, 2 SURFACE PARKING STALLS SUBJECT TO URBAN DESIGN REGULATIONS, DISTRICT 'C' POLE SIGNS AND ROOF SIGNS ARE PROHIBITED. SIGNS SUBJECT TO URBAN CENTER DESIGN OVERLAY REGULATIONS, DISTRICT 'C' (RMC 4-3-100) IN ADDITION TO THE CITY'S STANDARD SIGN REGULATIONS, DEVELOPMENTS WITHIN URBAN DESIGN DISTRICTS C AND D ARE ALSO SUBJECT TO THE ADDITIONAL SIGN RESTRICTIONS FOUND IN RMC 4--4-100G, URBAN DESIGN SIGN AREA REGULATIONS. MODIFICATIONS TO THE STANDARD REQUIREMENTS FOUND IN RMC 4-4-1000 ARE POSSIBLE FOR THOSE PROPOSALS THAT CAN COMPLY WITH THE DESIGN DISTRICT CRITERIA FOUND IN RMC 4-3-100F, MODIFICATION OF MINIMUM STANDARDS. FOR PROPOSALS UNABLE TO MEET THE MODIFICATION CRITERIA, A VARIANCE IS REQUIRED. GENERAL REQUIREMENTS: A. INTEGRATION: SIGNAGE SHALL BE AN INTEGRAL PART OF THE DESIGN APPROACH TO THE BUILDING. B. COORDINATION: IN MIXED USE AND MULTI—USE BUILDINGS, SIGNAGE SHALL BE COORDINATED WITH THE OVERALL BUILDING DESIGN. C. SIZE: CORPORATE LOGOS AND SIGNS SHALL BE SIZED APPROPRIATELY FOR THEIR LOCATION. D. SIZE OF ENTRY SIGNS: ENTRY SIGNS SHALL BE LIMITED TO THE NAME OF THE LARGER DEVELOPMENT. E. COLOR, LIGHTING, AND MATERIALS: ALTERATION OF TRADEMARKS NOTWITHSTANDING, CORPORATE SIGNAGE SHOULD NOT BE GARISH IN COLOR NOR OVERLY LIT, ALTHOUGH CREATIVE DESIGN, STRONG ACCENT COLORS, AND INTERESTING SURFACE MATERIALS AND LIGHTING TECHNIQUES ARE ENCOURAGED. F. PREFERRED LIGHTING AND SIGN TYPE: FRONT—LIT, GROUND—MOUNTED MONUMENT SIGNS ARE THE PREFERRED TYPE OF FREESTANDING SIGN. G. OTHER ENCOURAGED SIGNS: BLADE TYPE SIGNS, PROPORTIONAL TO THE BUILDING FACADE ON WHICH THEY ARE MOUNTED, ARE ENCOURAGED ON PEDESTRIAN—ORIENTED STREETS. MAXIMUM HEIGHT OF FREESTANDING SIGNS: FREESTANDING GROUND—RELATED MONUMENT SIGNS, WITH THE EXCEPTION OF PRIMARY ENTRY SIGNS, SHALL BE LIMITED TO FIVE FEET (5') ABOVE FINISHED GRADE, INCLUDING SUPPORT STRUCTURE. LANDSCAPING REQUIRED FOR FREESTANDING SIGNS: FREESTANDING SIGNS SHALL INCLUDE DECORATIVE LANDSCAPING (GROUND COVER AND/OR SHRUBS) TO PROVIDE SEASONAL INTEREST IN THE AREA SURROUNDING THE SIGN. ALTERNATELY, SIGNAGE MAY INCORPORATE STONE, BRICK, OR OTHER DECORATIVE MATERIALS AS APPROVED BY THE DIRECTOR. 6611 REGISTERED ARCHITECT J• i�1 W. SCOTT CLARK STATE OF WASHINGTON ao_ � N !Z d7 co t JOB N0, .g Q C XXXXXXX O O 7 Q +' N O • • L Z 0 �� 0 foCN • SITE PLAN REVIEW: N N z co LLj CD co 0)�o Qo �0 - (nom 6611 REGISTERED ARCHITECT J• i�1 W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22/14 DWN BY: t JOB N0, 14-24 DPD NO. XXXXXXX 0 XXXXXXX REVISIONS: • • .• • Z 0 0 0 • SITE PLAN REVIEW: SUBMITTAL z cl) LLj r V _ 2014 6611 REGISTERED ARCHITECT J• i�1 W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB N0, 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 V _ 2014 0 O w XR N Al I O I N I Ln I rl 00 N 0 I 00 0 I oz A2.2 1 2 3 4' 0" 13,_0„ 16,_8„ PM '169'-9)/2" 27'-1 4" . 10 1 Ol Z3/ 11 A 8'-0 q n im ,)Cl F3/„ 11 12 A3.2 V M LEVEL 5 FLOOR A A1.5j SCALE: 1/8" = l' -O" KING SUITE 490 S 502 KING SUITE 490 S 15031- KING 03_KING SUITE 490 SI 511 KING 31 SF I 01 A2.1 J N (Z Go 0 JOB NO. a � � XXXXXXX >O N 7 ¢ 4 0 P. u � ® C — 0 -Z 00 N O 0 oq C N N 12/22/14 00 V + N 0 N (D 0 V) FL! 6611 REGISTERED ARCHITECT W. SCOTT CLARK VSTATE OF WASHINGTON L 12/22/14 DWN BY: 0 JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. _Zj) c• Lf0 1111. •. z 0 0 F__ i A.�z Li 12/22/14 c/) i W .,_ 1111w, ui . 6611 REGISTERED ARCHITECT W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 SHEET N0: e Fj 0 0 x 1 0 I Ln 00 rI ' N I 00 0 I 1 2(:3 4' 0" 13'-0» 16'-8)/2» CI 0 g'_0 17,-7y2" 15'-6" 1 1 >, 69 -9/ 27'-1 4" 18'-3y4" M�Ml 8'-0)/4» 26'-5y4" 11 im F4-0-11 KING SOFA 373 Sl 402 DOUBLE QUEEN 320 Sf 403 DOUBLE QUEEN 320 SI 02 404 DOUBLI QUER Ilk 320 SI 02 A2.2 405 DOUBLI QUEEN 320 SI 406 DOUBL QUEEr 320 S 407 DOUBL QUEEN 320 S 408 KING 331 S 409 KING 331 S AM Jow '02 A3. Oak LEVEL 4FLOORPLAN z m 421 KING i31 SF J N n O) 00 LN, AG JOB NO. A a co XXXXXXX > O O Q O REVISIONS: Lnn V V) Q cq N REVIEW: N 00 12/22/14 + co V)CD N N (fl II 6611 REGISTERED ARCHI-TECT W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12 22 14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 SHEET N0: 0 9 CD ^I CN 00 CV i A I I 0 PID 0 I EM 301 KIN( SOFA 373 .................. 302 DOUB QUEE 320 303 DOUB QUEE 320 1 2(:3 4'-0„ 13'-0„ 16,-8y„ 4) (5 15'-6" 0 169'-9y2" 27'-14" X 18'-34" 0 901 Is ' E 8'-0 4 26'-5y4" 14'-n„ 12 304 DOUBI QUEE 320 rO2 A2.2 305 DOUBT QUEE 320 � 306 DOUBL QUEEI 320 S 307 DOUBL QUEEf 320 S 308 KING 331 S 309 KING 331 S eA 02 A3.; FLEVEL 3 FLOOR .+l .3% SCALE: 1/8" = l' -O" 0 321 KING i31 SF r � NOON P-9, D 0) co 0 cf\ o N c co > O O P.0 cj) m LIZ L � C� L co D 0 N cF— co 3�: cp C N N 0) 00 V) O N (D 0 N N — cn i- 4;. -z G � r. 6611 REGISTERED ARCHITECT . � C W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12_/K//1 4 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 LEVEL 3 FLOOR PLAN 0 0 Ljj c• m 0 �r!z .• a 0U (D cF— a: A�U) LlZ <LLJ •co 4;. -z G � r. 6611 REGISTERED ARCHITECT . � C W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12_/K//1 4 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 LEVEL 3 FLOOR PLAN u la 0 0 11 9 01 I' I Lo d - I 00 I co N r` I 0 I 00 I 0 I d- 0 I (1j 2 3 4'-0„ 13'-0„ 16'-8)/g„ PM 17'-7%» 15'-6" 69'-9)/2" i 27'-1 4" 18'-34" 8'-04" v 26'-54" v 141-0" 201 KIN( SOF) 373 ' ..........202 DOUB QUEE 320 `. F2 0-3 DOUB QUEE 204 DOUBI QUEE 320 02 A2.2 AV 205 DOUBI QUEE 320 � 221 KING 31 SF 206 DOUBI QUEE. 320 E 207 DOUBL QUEEI 320 E 208 KING 331 S 209 KING 331 S I: 6611 REGISTERED ARCHITECT W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB N0. 14-24 DPD NO. XXXXXXX M M., MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 LEVEL 2 FLOOR PLAN D :3 O) 00 c • .� a >�O N 7 Q O C L: (n� 1 C4 Uoq N O� 3-:� OHO ++ co U) C 7 * p N O CD ®.� o �" in 1- 6611 REGISTERED ARCHITECT W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB N0. 14-24 DPD NO. XXXXXXX M M., MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 LEVEL 2 FLOOR PLAN 42' LEVEL 1 (GROUND FLOOR) PLAN SCALE: 1/8" = 1'—O" COLOR STAMPED . . .......................... . ................. .......................... . ....................... ....... ......................... ....... ----- CONCRETE r—p'-� I)RIVr 412 F:- I 01 -4' z 0 10 0 0 0 I N I Ln 19 A 0 0 _I Wo 4'-0" 13'-0» 16'-8)" I g,-0» 17'-7)/2» ✓ ✓ ✓ 1 V / 6 169'-9y2" I 15,-6„ V 27'-14„ 18'-34" 8'-0Y4„ 02 A3.4 26'-54" 14'-0" — 02. A3.1 1� 01 PARKING LEVEL 1 FLOOR PLAN 1.pv SCALE: 1/8" = l' -O" Ul a& ,�M.4 6611 REGISTERED ARCHITECT . W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 PARKING LEVEL 1 FLOOR PLAN SHEET N0: 0 C� 00 • N C (O > O O Q cli 0 Lo 00 • 0 � co 3� cp s (1) N CY)00 LijLIJ U) t� (.O O (.0 N O V) 6611 REGISTERED ARCHITECT . W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 PARKING LEVEL 1 FLOOR PLAN SHEET N0: 0 • i Lo 00 • s LijLIJ U) LL., 6611 REGISTERED ARCHITECT . W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 PARKING LEVEL 1 FLOOR PLAN SHEET N0: It 0, Fol 19 30 I co I N I r� 0 I 00 0 I hl 02 A2.2 Q,__�PARPKING Mw 4'-0" 13'-0" K 6 I 16'-8)/2" I 91-011 �,®'''� 17'-7)/2„ oz A3.3 I 15'-6" 169'— 9/l/2 27'-1 4" of A2.2 A3. MSS 8'-0» rO 2 A3.4 26'-54" 14'-0" l . P SCALE: 1/8" = l'—O" W A3.4 I 3 J N 0-9, 00 c Q Q, co >oo Q CY) O 00 4� 0 N U) 3: cp N N V)c.0 CD N (-00 N 0 c— V) 6611 REGISTERED •ARCHITECT ..1 • �� W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB N0, 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 PARKING LEVEL 2 FLOOR PLAN SHEET N0: Al 0 CJ ROOF FLOOR EL. 104'-0" N w 0_ im _I CD 0 00 LEVEL 5 > > o0 EL. 93'-10" ........................................ 0 I 0cy) M • < � 00 LEVEL 4 V N C EL. 82'-10" Ilk N I :E z w O O < fl� 00I LEVEL 3 �x EL. 72'-8" Ak N I 0 s LEVEL 2 EL. 62'-6" Ilk GRADE PLANE EL. 55'-8" Ilk Q0 LEVEL 1 (GROUND FLOOR) EL. 46'-0" _4................... I 'BASEMENT' (BELOW GRADE PLANE) PARKING 1 EL. 36'-6" I 'BASEMENT' (BELOW GRADE PLANE) PARKING 2 EL. 27'-0" LAKE WASHINGTON ..... ........BLVD.. N..... ..... 32'-0" R.O.W. EAST BUILDING AJ. 2) SCALE: 1/8" = l' -O" N 0 I N 0 I o .- I 00 Lo N 0 I I Q0 1 PLANTER GUEST ROOMS GUEST ROOMS u GUEST ROOMS GUEST ROOMS I I I I GUEST ROOMS II VEST. " W�� * * * .... .... . ... .... * . ... .... .... ... .... **** . .... . ll ..... .. ... .. - - ----- ...... .... .... . ..... . ... .. . .. .. ... . ... ...... ... .... ..... ....... . .... . . . ..... ..... . ... .... am GARAGE 1,11 H GARAGE GARAGE El ml GARAGE II GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST ROOMS GARAGE 0 TRASH , ` WEST - ST BUILDING SECTION AJ.Zj SCALE: 1/8" = 1'-0" a 6611 REGISTERED ARCHITECT W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 BUILDING SECTIONS SHEET N0: 0 w 0_ im 0 00 > > o0 IQ c6-: L. 0cy) M • < � 00 ip V N C V) sS oq 0 N N 6611 REGISTERED ARCHITECT W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 BUILDING SECTIONS SHEET N0: 0 0 0cy) M • < zo 0 0 :E z w ZU) < fl� Ing ui �x s 6611 REGISTERED ARCHITECT W. SCOTT CLARK VSTATE OF WASHINGTON DATE: 12/22/14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 BUILDING SECTIONS SHEET N0: 0 N I 0 1 OR 0 0 I 00 Ln N 0 I CN 0 0 2 0 0 I 00 L N I ROOF FLOOR Ilk EL. 104'-0" LEVEL 5 Ilk EL. 93'-10" LEVEL 4 EL. 82'-10" LEVEL 3 Ilk EL. 72'-8" LEVEL 2 Ilk EL. 62'-6" GRADE PLANE +/- EL. 55'-8" LEVEL 1 (GROUND FLOOR) EL. 46'-0" 64'-0Y4" 14,_3„ I 301-9„ I 8'-0 4„ in, EAST ELEVATION AT COURTYARD /A2.2/ SCALE: 1/8" = l' -O" ROOF FLOOR EL. 104'-0" WOOD SOFFIT. — GUARDRAIL, TYP.— LEVEL 5 Ilk --. EL. 93'-10" T -. - --- — __ _ .. ._ - _ _ ---- LEVEL 4 Ilk EL. 82'-10" LEVEL 3 Ilk EL, 72'-8" LEVEL 2 EL. 62'-6" SUNSHADE— GRADE PLANE Ilk EL. 55'-8" LEVEL 1 (GROUND FLOOR) EL. 46,_0„-- 13'-0" 16'-8)/2" ENTRY 9 17'-7)12» 15'-6" 4 Q (:C Q Q 70'-7" 26'-9y4" 7'-4 4 15'-5j/2" 211_01) STAIR PENTHOUSE I BEYOND I I .............................................................. HORIZONTAL LAP 1 STUCCO, TYP. SIDING, PAINTED. TYP. VINYL WINDOW WITH. LOUVER, TYP. ELEVATIONEAST A2.W SCALE: 1/8" = l' -O" 7 1 1 69 -9y ,I I HORIZONTAL LAP I ELEVATOR I SIDING, PAINTED. TYP. PENTHOUSE BEYOND I 27'-ly4 VINYL WINDOW WITH LOUVER, TYP. RAISED PLANTER TYP. 18'-3y4" STUCCO, NP. MANUFACTURED STONE VENEER, TYP. U 10 8'- QY4 I 26'-5y4" 141-01p I. STAIR PENTHOUSE BEYOND I I . PTD METAL COPING J N �0- Q pag' co C r a C > 0 D oo Q pQ 0 SCOTT CLARK -L r 00 STATE OF WASHINGTON 44 p N U) 3S Qq C N U) 00 CD ��CN L-jo U O 6611 REGISTERED ARCHITECT s W. SCOTT CLARK STATE OF WASHINGTON 12/22 14 ; DATE: mAINI RY• I KI Ar DPD NO. XXXXXXX MUP N0. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 EAST & SOUTH ELEVATIONS F I 'BASEMENT' (BELOW GRADE PLANE)LAKE WASHINGTON PARKING 1 EL. 36'-6" ....................................... ....... ....... ......................... BLVD ...... ........ _ I 'BASEMENT' (BELOW GRADE PLANE) PARKING 2 EL. 27'-0" ............................................... 0 - -- - ---- - - r- -- .�WEST - EAST BUILDING S A3.1 j SCALE: 1/8" = V-0" Q) �0_ ROOF FLOOR EL. 104'-0" ROOF FLOOR N I ®� Q. EL. 104'-0" 0 N I 0 c: Ll-: LEVEL 5 0 EL. 93'-10" O I LEVEL 5 C LEVEL 4 _ co EL. 82'-10" 0 I N I (D O N 0 I 0 LEVEL 4 LEVEL 3 ........................................ ....... ..... EL. 82'-10" ........................................ ....... EL. 72'-8" N I N I O I O � LEVEL 2 LEVEL 3 EL. 62'-6" EL. 72'-8" N I +/- EL. 55'-8" 1-0 0 LEVEL 1 (GROUND FLOOR) ................................................. EL. 46'-0" I LEVEL 2 EL. 62'-6" PARKING 1 EL. 36'-6" GRADE PLANE `I +/— EL. 55'-8" --- co LEVEL 1 (GROUND FLOOR) EL. 46'-0" I 'BASEMENT' (BELOW GRADE PLANE)LAKE WASHINGTON PARKING 1 EL. 36'-6" ....................................... ....... ....... ......................... BLVD ...... ........ _ I 'BASEMENT' (BELOW GRADE PLANE) PARKING 2 EL. 27'-0" ............................................... 0 - -- - ---- - - r- -- .�WEST - EAST BUILDING S A3.1 j SCALE: 1/8" = V-0" LAKE WASHINGTON .........................BLVD... N ........... 32'-0" R.O.W. a SECTION WEST - EAST BUILDING 1 A3.1 j SCALE: 1/8" = l' -O" GUEST ROOMS GUEST ROOMS 0 i PANTRY GUEST ROOMS GUEST ROOMS GUEST ROOMS LOBBY GARAGE GARAGE POOL/SPA FOOD PREP RESTROOMS _ MECH MECH MECH MECH ELEVATOR PBX - GUEST ROOMS GUEST ROOMS In w F v 0 cr) o I � rn GUEST ROOMS VARIES EXERCISE WATER MECH EL. 65-70' HEATER GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST ROOMS GARAGE MEETING � GARAGE GARAGE MECH MECH MECH GUEST ROOMS GUEST ROOMS GUEST ROOMS I MECH I I GUEST ROOMS GARAGE l ■ 4 J Q) �0_ ROOF FLOOR EL. 104'-0" :5 CDco N I ®� Q. N co > O O 0 Q 01 0 c: Ll-: LEVEL 5 EL. 93'-10" O I V) 3: cq C LEVEL 4 _ co EL. 82'-10" co o N I (D O N 0 I 0 Ln LEVEL 3 ........................................ ....... EL. 72'-8" N I 0 LEVEL 2 EL. 62'-6" GRADE PLANE `I +/- EL. 55'-8" 1-0 LEVEL 1 (GROUND FLOOR) ................................................. EL. 46'-0" I 'BASEMENT' (BELOW GRADE PLANE) PARKING 1 EL. 36'-6" 'BASEMENT' (BELOW GRADE PLANE) PARKING 2 EL. 27'-0" LAKE WASHINGTON .........................BLVD... N ........... 32'-0" R.O.W. a SECTION WEST - EAST BUILDING 1 A3.1 j SCALE: 1/8" = l' -O" GUEST ROOMS GUEST ROOMS 0 i PANTRY GUEST ROOMS GUEST ROOMS GUEST ROOMS LOBBY GARAGE GARAGE POOL/SPA FOOD PREP RESTROOMS _ MECH MECH MECH MECH ELEVATOR PBX - GUEST ROOMS GUEST ROOMS In w F v 0 cr) o I � rn GUEST ROOMS VARIES EXERCISE WATER MECH EL. 65-70' HEATER GUEST ROOMS GUEST ROOMS GUEST ROOMS GUEST ROOMS GARAGE MEETING � GARAGE GARAGE MECH MECH MECH GUEST ROOMS GUEST ROOMS GUEST ROOMS I MECH I I GUEST ROOMS GARAGE l ■ 4 J Q) �0_ 0- :5 CDco Q)c co ®� Q. N co > O O 7 Q 01 0 c: Ll-: L L_ Jc co W CD .D 0 N V) 3: cq C N N01 _ co w co o 0 (D O N Leo �cn� 6611 REGISTERED � ARCHITECT W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/22%14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 cJ ' BUILDING ............................................................................................ .......................................................................... N 0 I (714 0 I N 0 I N O 12 11 10 9 n n n n 4 n 2 1 169'-9A„ 14'-0" 26'-5y4" 8'-0)/4" 18'-3y4" 27'-ly4" 15,_6„ 17'-7�" 9 -011I 16'-8y2" 2 I I I I I I I j I ( -rA IPI PIrAIT1 Inl IP'lr a NORTH ELEVATION SCALE: 1/8" = l' -O" ROOF FLOOR EL. 104'-0" LEVEL 5Ilk ............................................. EL. 93'-10" LEVEL 4 Alk N I 0 0 I 00 LEVEL 3 EL. 72'-8" N 0 I LEVEL 2 EL. 62'-6" GRADE PLANE Ilk EL. 55'-8" Q0 LEVEL 1 (GROUND FLOOR) .................................................. EL. 46'-0" STONE VENEER, TYP. LINE OF FIRST FLOOR D 21,_0„ 15,_5y2» I 7'-4y4" I I I r1T,l 1, rT A I 134'-7 4" 26'-8y4" ( 8'-0)/4" JI 30'-9" I G 14'-3" 4 11'-0" - - .. -....- _, IVV %I N U I Mki I V f\ CU STONE VENEER, TYP. WEST ELEVATION SCALE: 1/8" = l' -O" A2 1 , A2.2_ 'r-5 LopleS � �00 J Q) To � D CD 00 Q)c �® Q CD < O N D Q 4 0 00 0 N N N 0) 0c) 6611 REGISTERED A'^RCHITECT oC 1 W. SCOTT CLARK STATE OF WASHINGTON DATE: 12/K/-14 DWN BY: LN, AG JOB NO. 14-24 DPD NO. XXXXXXX MUP NO. XXXXXXX REVISIONS: SITE PLAN REVIEW: SUBMITTAL 12/22/14 NORTH & WEST ELEVATIONS PROPOSED CONDITIONS X� Existing significate tree to be removed. r 42 ON—SITE TREES OVER 6". 8 TREES TO BE REMOVED; 34 TO REMAIN 0 REPLACEMENT TREES REQUIRED. FOR REPLACEMENT CALCULATIONS PLEASE SEE TREE RETENTION WORKSHEET. 1 12" OFF—SITE ALDER ALONG THE SOUTHERN PROPERTY LINE MAY NEED TO REMOVED OR WILL BE NEGATIVELY AFFECTED BY PROPOSED GRADING. it SPECIES #OFTREES ALDEIZ 1 2 1 1 COTTONWOOD 2 1 4 1 w 9 2 6 4 4 1 42 M M BLOCK WALL — WITH RAILING i i t i i i i i i r i i 1 (TO BE REMOVED) i ( r� i r % r > W 1/4 OF ,SEC TION 5, TWP..23 N. , RGE�"E. SE., MNG COUNTY, WASHINGTON _ I k )--j®1 STATE OF �. WASHINGTON LICENSED LAN SCAPE A CHITECT )VY4STAL LOWE LICENCE NO. 1206 �.� EXPIRES ON FEB 27 2015 ENGINEER I CONTACT SURVEYOR ` INSIGHT ENGINEERING COMPANY A.S.P.I. LAND SURVEYING P.O. BOX 1478 4532-B EVERGREEN WAY EVERETT WA 98206 EVERET, WA 98203 `\. CONTACT: SANTHOSH MOOLAYIL CONTACT. • HARLEY C. PAWLEY, P.L.S. (425) 303-9363 (425) 252-1884 FAX (425) 303-9362 FAX (425) 339-0269 APPLICANT/CONTACT/OWNED , k 1 i o SCALE: I"= 20' 20 10 0 20 40 1 , u LEGACY HOSPITALITY, INC. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT., FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110TH STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME II OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON; EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. r ` 201,4 INS9G i' INGINIMMONG Co. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 CITY OF RENTON SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. APPROVED BY: DATE. LEGACYRENTON DWG FILENAME [KDL NED BY. DATE: SCALE: JOB NO.: APPROVEDBY.• DATE: 13-038-LP.DWG 12/16/13 13-0623 SHEET LANDSCAPE PLAN L2 APPROVEDBY.- DATE: f TREE RETENTION of 2 SITE PLAN CHANGES KL 12/18/14 1 SITE PLAN CHANGES KL 1/13/14 REV. N0. DESCRIPTION INITIALS DATE INS9G i' INGINIMMONG Co. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 CITY OF RENTON SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. APPROVED BY: DATE. LEGACYRENTON DWG FILENAME [KDL NED BY. DATE: SCALE: JOB NO.: APPROVEDBY.• DATE: 13-038-LP.DWG 12/16/13 13-0623 SHEET LANDSCAPE PLAN L2 APPROVEDBY.- DATE: f TREE RETENTION of CASUAL SEATING AND LOUNGING OUTDOOR PATIO 517 SF LEVEL 1 SCALE: 1 "=10' PLANTER: 72" X 18" X 18" H TRELLIS: 72" X 63.5" H TYPICAL PLANTER WITH TRELLIS SCALE: NTS OUTDOOR LIVING AREA WITH CASUAL SEATING R WITH P 1 FLEXIBLE USE SEATING MODULAR 24 "X48 "X24" PLANTERS WOOD BENCHES TYR LEVEL 4 SCALE. 1 "=10' ►S W 1/4 OF SECTION S', TWP. 23 N, RGE. SE., W. M KING COUNTY, WASHINGTON ASHINGTON PLANTERS SHRUBS STATE OF WASHINGTON LICENSED LAN SCAPE A CHITECT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2015 ENGINEER / CONTACT SURVEYOR INSIGHT ENGINEERING COMPANY A.S.P.I. LAND SURVEYING P.O. BOX 1478 4532-B EVERGREEN WAY EVERETT WA 98206 EVERETT WA 98203 CONTACT. • SANTHOSH MOOLAYIL CONTACT. HARLEY C. PAWLEY, P.L.S. (425) 303-9363 (425) 252-1884 FAX (425) 303-9362 FAX (425) 339-0269 APPLICANT/CONTACT/OWER LEGACY HOSPITALITY, INC. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT. • FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEG& DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110TH STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME II OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON; EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. VI ILL -IV rAvvr VVI 1n GRAVEL 2 1409 SF 1 REV. NO. SYMBOL QTY BOTANICAL / COMMONNAME SIZE CONDITION 0 38 Buxus microhphylla 'compacta' / KINGSVILLE DWARF 1 GALLON. CON. GRWN, 2' O.C. IVU I L: ALL PROPOSED PLANTERS NOT PLANTED WITH ABOVE SHRUBS SHALL BE PLANTED WITH A MIX OF ANNUALS AND PERENNIALS. PLANTER WITH TRELLIS SHALL HAVE A PERENNIAL VINE INSTALLED. NATIVE GREEN ROOF MIX Aquilegia formoso (Columbine); Aster subspicatus (Doglas Aster); Boykinia major (Greater boykinia); Camas species; Carex lenticularis 1078 SF (Shore sedge); Carex obnupto (Slough sedge); Dodecotheon hendersonii (Shooting star); Eriophyllum lonatum (Oregon sunshine); Festuca idahoensis (Idaho fescue); Frogaria species; Lilium columbionum (Columbia lily); Lupinus polyphyllus (Lupine); Nothochelone nemorosa (Woodland beard tongue); Sedum lanceolatum (Spearleof sedum); Sedum oreganum (Oregon sedum); Sisyrinchium idahoense (Idaho blue—eyed grass); Symphoricarpos albus (Snowberry); Triteleia hyacinthina (Fool's onion); Valerian sitchensis (Sitka valerian); Viola adunca (Early blue—violet) SITE PLAN CHANGES KL SITE PLAN CHANGES KL DESCRIPTION INITIALS INSIGHT NNOUNIMRONG Co. P.O. BOX - 1478 EVERETT, WA 98206 h (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET 12/18/14 1/13/14 DATE SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 CITY OF RENTON SE 1/4, SW 1/4, SEC. OS, T. 23 N., R.OS E., W.M. 1 APPROVED BY. DATE: LEGACY R TErN�7ly O T DWG FILENAME D ESIGNED BY. • DATE., SICALEJOB NO.: APPROVEDBY. DATE: 13-038-LP.DWG 12/16/13 13-0623 LANDSCAPE PLAN L4 SHEET APPROVED BY.• DATE: of L5 SE 114, SW 114, SEC. 059 T 23 X 9 R.05 R 9 W.M. KIN COUNTY, WASHINGTON C_ ;R,fvcni crjul'�Q CID ou rIrl It NJ 8 fTl rr II II cNInn co O 3+00 2+00 m N, Un 00 A= 8 5 8. 5 2 ' 3 R = 1 5 1 4. 7 0 qi tT I T czzI— :? zc- cc) SC /00 NJ Fri 50 4'MPHALT TREATED BASE SCALE: 1 = 20' 20 10 0 20 40 �i 2" CLASS 6 ASPHALT CONCRETE IY2" CRUSHED SURFACING TOP COURSE 1Y2" CRUSHED SURFACING BASE COURSE 2" ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SUBGAOE SLOPE 0.02 FT /FT. WA SHINGTOW BLVD. IV (SECTION X -X, NOT TO SCALE NEIGHBORHOOD COLLECTOR 1619, 0+00 urmi7y CONFLICT NOTE .- CA UT10A I - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LAKE WA SHINGTON BL VD. N. PLAN ✓ ✓ EXISTING GRADE @ CIL C F R/W 94LF-12"O SD ®0.5q ------- 121L F— 12 "o Sp ®0.5q EX 5 "0 F- L_ 41.26 �T Lo CB#3 STA: 0+26, 26"R STA: 2+43.34, 15W CB#2 RIM: 55.66 RIM:45.39 Q STA: 1+48.12, 18'R 11 7 41.76 1E. 42.84 RIM:49.76 1E. 42.37 CB#4 RIM:45.J9 1E. 43.31 LAKE WA S1 (INGTON K VD. N. PROFILE HORIZ. SCALE. 1`_-20' VERT. SCALE. 1 "--2' Iq CD 0 3+00 2+00 m N, Un 00 A= 8 5 8. 5 2 ' 3 R = 1 5 1 4. 7 0 qi tT I T czzI— :? zc- cc) SC /00 NJ Fri 50 4'MPHALT TREATED BASE SCALE: 1 = 20' 20 10 0 20 40 �i 2" CLASS 6 ASPHALT CONCRETE IY2" CRUSHED SURFACING TOP COURSE 1Y2" CRUSHED SURFACING BASE COURSE 2" ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SUBGAOE SLOPE 0.02 FT /FT. WA SHINGTOW BLVD. IV (SECTION X -X, NOT TO SCALE NEIGHBORHOOD COLLECTOR 1619, 0+00 urmi7y CONFLICT NOTE .- CA UT10A I - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GENERAL NOTES: 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. J. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DOES. 10. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERDRAIN SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. 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. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE CONSTRUCTION OF THE DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. J. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND 'PROPERTY OF KING COUNTY" EXCEPT THAT PRIVATE DRAINAGE SYSTEMS SHALL NOT HAVE THE WORDS "PROPERTY OF KING COUNTY". 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY 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 KCRS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8'1401'.1-707. PASSING; 2"- 4" ROCK/301-.-407. PASSING, AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 'STORM" OR 'DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 9. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY, 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE 'IN OPERATION", (KCC 9.04) 12. ONLY VAINED GRATES SHALL BE USED ON CATCH BASINS WITHIN THE ROAD FLOWLINE. STRUCTURAL NOTES: 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY DOES PRIOR TO CONSTRUCTION (KCC 16.04. 16.70, 14.20). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT -F -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS. ROCKERIES OUTSIDE OF ROAD RIGHT -F -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UTILITY CONFLICT NOTE, . CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARF BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 20" 48" 54" & 60" TOP SLAB • • • a w • co 72" TOP SLAB 20 96" TOP SLAB 12" 14 BARS 0 6" CENTERS BOTTOM FACE WITH I" MIN. COVER 15 BARS ® 6" CENTERS BOTTOM FACE WITH I " MIN. COVER TYPICAL ORIENTATION FOR ACCESS AND STEPS 1�1� 2 6 N HANDHOLD ALL STEPS & RUNGS 18 CATCH BASIN STEP GALV. DEFORMED RE13AR OR COPOLYMER PROPYLENE. 11 1 12" MIN. \ z n L ELEVATION PLAN DROP RUNG CATCH BASIN STEP 16 BARS ® 7" CENTERS BOTTOM FACE WITH I' MIN. COVER 3/8" EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90' TO FACE OF CURB AND NO MORE THAN 25 FT. APART ROADWAY 5" 24" 5"� F -j L 1 " CLEARANCE 3 REBAR GRADE RING (SEE NOTE 4) 2 CATCH BASIN DETAILS s, NTS KCRS 2-006 WIDTH VARIES SLOPE= . 02 %FT 5E N. 1/4, S W 1/4, SEC. 05, T. 23 , R. 05 E., W. M. KIN COLINTY, WASHINGTON W.vvu.r.0 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M-199 AND MEET ALL WISHA REQUIREMENTS. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. J. HANDHOLDS AND STEPS SHALL HAVE 'DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP, 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIAM. 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. Z HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 8. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. il NORMAL CURB HEIGHT= 6" ' BATTER= 1:6 6" EXPANSION MATERIAL WHERE 1 "R ABUTTING ® STRUCTURES 12' 6„ 3 5/8" MIN. „ I BROOM FINISH 8 NOTES: 1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING. 2. JOINTS SHALL BE TROWEL FINISHED, AFTER BROOMING. J. CONCRETE SHALL BE TYPE II PORTLAND CEMENT CL. B. 4. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB. NOT TO SCALE R=3/4" EXPANSION JOINT 6"C- NOTE 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 18 GALV. 2. FOR INTEGRAL POUR CONSTUCTION, 1/4" EDGED GROOVE MAY REPLACE DEFORMED EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. REBAR x 17 GALV. SMOOTH STEEL 3/4" PREFABRICATED LADDER PAVEMENT 2 112 " 1 112 " R (TYP 2PL) 1" R (TYP 2PL) 10" 5" t,4 iI Q r7D 17® 1/4" "V" GROOVE PLANTING STRIP DUMMY JOINT EXPANSION JOINT DUMMY JOINT DUMMY JOINT ® MAX. 15' C -C VERTICAL CURB & SIDEWALK EXPANSION JOINT ALONG CURB 1/4" "V" GROOVE B 0 MAX. 5' C -C 1 �- EXPANSION JOINT SEMONB-B 2 CURB & SIDEWALK JOINTS 5, NTS KCRS 3-001 2 1/2" AS SPECIFIED J3 BARS -� SEE NOTE 3 FOR ADHESIVE ALTERNATE EXTRUDED CEMENT CONCRETE CURB 9CI UUl1 Jfi VVLV UU11V 1 SPACING OF ANCHOR BARS NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'CLS. THRU JOINTS SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND DRIVEWAY RETURNS AND WHERE THRU JOINTS OCCUR IN THE PAVEMENT SLAB. 2. CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL WITH AIR -ENTERTAINMENT. 3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE EXISTING PAVEMENT EITHER BY PLACING STEEL TIE BARS 1 FOOT ON EACH SIDE OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION 9-26 OF THE WSOOTIAPWA STANDARD SPECIFICATIONS FOR TYPE II EPDXY RESIN. S EXTRUDED CEMENT CONCRETE CURB 5. NOT TO SCALE IN 6" EXPANSION JOINT 5" *\ 0.02 FT./FT. 0.05 FT/FT 2 a: - d� p id d:. a NOTE TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB & GUTTER 3 CURB DETAIL 5, NTS KCRS 3-002 CEMENT CONCRETE SIDEWALK mm l I� IE 15" CPEP :39.55 i� C8 TYPE 2 - 48 J 1 RIM 54.29 l 8" PVC NYJ !.E.=51176 6" P'JC S4! ?.E.-51.84 ' 6" PVC NE I.F.=51.89 6" PVC E I.E.-52.40 , x � rr � I i %z ,SIDE I.E. 8" PVC S.=45.55'± SD y. j /c 777- s -WO 1` , :.r SD CLEAT^Jf)UT r ' RIM 61.45 LO �VAULT ACCESS UNABLE TO OPEN � 10 u RIM 54.5J CB - TYPE 1 8" P/C NE ' R1fV 61.94 6" PVC SW 1.F.-59.69 6" PVC ,N I.F..=59.93 VAULT ACCESS RIM 54.2.3 8" PVA` S I.E =51.38 j r WEIR E -W L.F.-51.33 If BOTTOM OF VAULT=46.19 CL TYPE I SOLID LID C! IE 24" C'ONC==30.04 I� LIGHT X. X. 4P W-28.13 CIL OF R/W i I i PIJC.t. T POWER 1A.�Elv1ENI ( ( ! RE C. NO. 840,3260623 1 CIL OF RD� C I 60' DEI::D REC. NO 10,315-005 DATED 1212911915 -- - _ 50 BURIED'? 1 ! I SSMH 54 " SS#3 BURiE.�; • � ! � ( RIM- 1.E. 8" PVC N.= )� ...- 1 I.E. 8" PVC ., c .- ( . x.W Jill R=1544.70' • j Q=06'38'45" i L=179.17' j! i ' I I III I ! / E CL I jl j CQ ^ j I 3/4" IRRIGATION METER j PER COR STD 320.1 i ! SIDE SF✓✓ER 6" 0 PL I.E.=37.8 %- h (TO BE REMOVED) t 2.5' OF ( r R. 0. W DEDICATION I TO THE CITY 226 SF ' FIRE HYDRANT PER COR STD 310.1 11I t BM SSMH 54" - SS#2 RIM=40.70' I.E. 8" PVC N.=34.27' I.E. 8" C900 S.=34.17' 1 I1 GUY POLE CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL BY PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO n until i+lIAICTDI I(`TI/111 RESULVL ALL t KU0LGhIJ rr<IUn < ?PVC D' S" PVC SW, NE I.E.=51.23 �� j GAS METER` SE 1/49 SW 1/41 SEC'. 059 T. 23 N., R.05 E., W. M. MNG COUNTY, WASHINGTON PARCEL #3344500005 r 3' 0 X31 g0 N6� 815,,E SEWERI SIDE PER COR STD 406.1 j 15' (0. 0 PUGET POWER E 1. EASEMENT -� REC. N0. 8403260623 20LF 8" PVC 2% L------ 111 Co c i X 3/4" DNA PER COR STD 3_40. X --,.- g., --- -.. r k x st SURFACE WATER STANDARD PLAN NOTES s , AND EXAMPLE OF CONS TR UCTION SEQ UENCE {k { SURFACE WATER STANDARD NOTES: 1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY.° 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A" �$ , PRE -,CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN { AD REVIEW SECTION AND THE APPLICANT. `c B 0 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON y ' 0 o w MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR r r 04 R yrw o J ROACH, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE N , AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF €€' a THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, { OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL W E;'< =� ,,1:,;.. CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT VICIlVITY MAP CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER z S SCALE: 1 =2000'4 ,-€ CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON, 7. IT SHALL BE THE APPLIANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIOS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. PROT JECTMOTE.' REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER SEPTIC SYSTEMS & DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE. - -� FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ALL EXISTING SEPTIC SYSTEMS & DRAINFIELDS TO BE ABANDONED _ -- 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFILLED AND (PER SHO. CO. STANDARDS). FOUND 4'X4" CONCRETE COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. UP i 0' 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM EQUIPMENTAND PROCEDURE 0,6' SW X 0.2' SE DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF VISITED NOV. 2012 RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE z� RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION BASIS OF BEARING: STANDARDS. N 18.14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE (MENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. 13. MILL JLV AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL WDF if CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS CITT OFRENTONBM 14. PASSED. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR N.S. CITY OF RENTON BM 12177. 3.5" BRASS DISK AT �i FOUND 1 f2" REBAR & CAP STAMPED TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION, BE LAID ON A PROPERLY PREPARED NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT R R CROSSING AT N. ENTRANCE OF COULON PARK. 1 8898" 15. 1 1 8 ALL PIPE AND APPURTENANCES SHALL FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD EL .=37.25 1 N. 0 2 W. SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE ;f ! NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION BM ! t I I MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH 12 SECTION CORNER NOT FOUND SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL (ASPI PT 1 1102) ACCORDING TO AS -BUILT DRAWING 1 BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. OR GALVANIZED WITH ASPHALT TREATMENT 11 OR #S-322206, DATED 5/2/06. I.E. = 34.27 16. STEEL PIPE SHALL BE ALUMINIZED, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS �;� I 1 17. BETTER INSIDE AND OUTSIDE. ALL DRINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE HORIZONTAL DATUM: Of J .�' SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT ASSUMED �, 3 ° RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE VERTICAL DATUM: 18. 13. ` BUILDING 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. NAVD 88 EXTRUDED CURB INTEGRATED CURB & SIDEWALK PARCEL #3344500006 REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTRUBED 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WEL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 IST PERMIT SUBMITTAL REV. N0. I DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHT'ENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 BRK 12/23/2014 f TAX ACCOUNT NO.'S: 3344500007 INITIALS DATE r; SE 1/4, SW 1/4, SEC. 05, T. 23 N. R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1 "=20' 1 13-062. SHEET UTILITY PLAN C6 EXISTING MONUMENT (AS SHOWN) WDF WOOD FENCE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF N.S. WATER SURFACE ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO UTILITY POLE ANCHOR / SECTION 1/4 CORNER NOT FOUND FOP EDGE OF PAVEMENT 4-8 INCH ROCK/ 40-70 PASSING; FIRE HYDRANT (2 NOZZLE) ;f 2-4 INCH ROACK/ 30-40% PASSING, AND BOW BACK OF WALK CELL. (505) 489-4474 FAX. (505 243-1561 TYPE I NGPA SIGN G SECTION CORNER NOT FOUND =CB STORM DRAIN CATCH BASIN (CB) LEGAL DESCRIPTION UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON (y THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE PROPOSED WATER SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE FOUND REBAR/CAP OR I.P. (IRON PIPE) (DATE) 050 STORM DRAIN MANHOLE (SDMH) MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEI PROPOSED SANITARY SEWER DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH (C) CALCULATED OSS SANITARY SEWER MANHOLE (SSMH) -' ""` PROPOSED STORM DRAINAGE (P) PLAT 0c0 SANITARY SEWER CLEAN OUT (CO) _ - - - PROPERTY LINE 314 O TTI EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THl (M) MEASURED - POWER POLE X EXISTING FENCE LINE BE REQUIED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED STATE OF WASHINGTOHN. PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT EDGE OF PAVEMENT TBR TO BE REMOVED ID_ GUY POLE R.O.W. RIGHT-OF-WAY GP - - - - - - XXX EXISTING CONTOURS APPROVED BY: DATE: El 'NM WATER METER - PROPOSED CONTOURS P.G.B. POINT OF BEGINNING STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE APPROVED BY. DATE: CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS WATER VALVE PRE-EXISTING DRAINAGE PATTERN DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE CENTERLINE NV WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN CAPACITY 24. PROFF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROVEDBY: DATE: 9. AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER MAILBOX CLF CHAIN LINK FENCE MB DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/R REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTRUBED 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WEL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 IST PERMIT SUBMITTAL REV. N0. I DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHT'ENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 BRK 12/23/2014 f TAX ACCOUNT NO.'S: 3344500007 INITIALS DATE r; SE 1/4, SW 1/4, SEC. 05, T. 23 N. R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1 "=20' 1 13-062. SHEET UTILITY PLAN C6 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE PLICDt1[YT OYYIYL'R ti! SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF LEGACY HOSPITALITY, INC. ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO 6501 AMERICA'S PARKWAY NE - SUITE 1050 / A DEPTH OF ONE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS: ALBUQUERQUE, NM 87110 4-8 INCH ROCK/ 40-70 PASSING; CONTACT: FAIZEL KASSAM 2-4 INCH ROACK/ 30-40% PASSING, AND PH. (505) 243-6000 LESS THAN 2 INCH ROCK/ 10-20% PASSING. SANITARY SEWER NOTES AND SPECIFICA'I'IONS21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE THE CITY PLAN REVIEWER OR CELL. (505) 489-4474 FAX. (505 243-1561 STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTERWATER SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON LEGAL DESCRIPTION UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON COMPLETION. 22. DRAINAGE OUTLETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE SOUTHERLY MARGIN OR SOUTHEAST 110TH STREED (ALSO KNOWN AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON A. LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEI STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLU II OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON; 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNNLESS OTHERWISE APPROVED OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE 1035005; 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SURFACE LEVEL, BE VISIBLE, AND BE SUCURED TO THE STAKE. MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN 314 O TTI EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THl IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYAND TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. C. PIPE CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, STATE OF WASHINGTON BY DEED 18, AS RECORDING N0. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, BE REQUIED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED STATE OF WASHINGTOHN. PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONIBLE FOR COORDINATING THE LOCATIONS TO OTHER UTILITIES (E.G. CITY OF RENTON SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT WORKS INSPECTORS 24 HOURS IN ADVANCE OF BACKFILLING ALLF PPOWER, GAS,ELEPHONUTSES ALLIOBE PRIVATELY OWNED AND MAINTAINED BY CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND THE LOT HOME OWNER. UNDA ONS, T EMS SHALL NOT FOUNDATIONS, E IPE SYSTEMS G. SOTRMDRAINAGE AINAOR APPROVED BY: DATE: SEQUENCE OF CONSTRUCTIONAND FOR THE SAFETY OF WORKS AND EXCEPT P PUPM RGE LINES USED TO DRAIN DING OTHER ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE APPROVED BY. DATE: CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN CAPACITY 24. PROFF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROVEDBY: DATE: 9. AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON BEEN DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/R OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHTLY TAMPING EACH LAYER TO 95 MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EXISTING WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND APPROVED BY SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEM DIVISION. ALL SECTIONS OF THE WSDOT �� ENGINEERING Co. MECHANICALLY COMPACTED UNLESS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH 1478 DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERES UNLESS OTHERWISE 27. SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER P.O. BOX - EVERETT, WA 98206 APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. PROTECTION REGULATIONS (RMC 4-3-050). REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTRUBED 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WEL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 IST PERMIT SUBMITTAL REV. N0. I DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHT'ENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 BRK 12/23/2014 f TAX ACCOUNT NO.'S: 3344500007 INITIALS DATE r; SE 1/4, SW 1/4, SEC. 05, T. 23 N. R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1 "=20' 1 13-062. SHEET UTILITY PLAN C6 f _ Ls,lANI _: ?,L_ ¢ _, (3 R. II_ E ., r r" E ' '.. E:;.<'94 V, Ro IFj ?. _ �1. <�(i It,{� i�`{ �:Fs,r ��•Irr' 't�t,F'S: •x�"„ I;o F,'i;:k'�, i+ II^ ar rT ��'°{, r`� I�.'f::. JZ!" .jT itiY 81T , I., -e. 5, i;9r. MAI ' + <''vT rf Pllr,r T',k.. t lr r61° ,,�,J TW:b -i '!JATIr"W I :r ,stlr):AFr� I Pl A P7P. , 144 - A 'I [ i '$)ED #d QC Est. tT- $,;iA:, v Yn. -n"O FIS AF Ft �zLG Iti �: t Js1�_ raF 3'll a.?k° " A� - L ,}w" `:M n�rt . Ulh?:2'ILI U, `4RIte_4..:. t E _ ; .rL1x R1 XIL#-�1_.^a Io: -J, *L I Cir f L'xo,s.. ITU _ 511 !Y Irl; 8" - P ,.'." TIt11 .%1 TI R?- JIAR R FS . 17 . y U1 L r'_ : Ira N'J;" A,S 4D ,a T F..ild t1[ FA�Ft a 1r [B _ r P. - IL t 1r. r'1 k' r.. r.... .. re r. ... ... ...... 4 ... .. ,..:ti .. : ... ... .. ... k .. ... . r..:. .. :1'' .. _.: 4 � �t1... ,i�r t _ .. 5 a [ P I.. t k 1J h , 1 h qqyy 4. ' rt>U - R F, pr-: Ir .F l F% {.rr1 71 K C. {"PiF:TIl TO rl 1/2 .. <1 1 /4" a1 -S ' = U t -'.('I. -`I L_fvz.{d UP: L:�-� H'I�IF;�,.: 1L'''t'it•�'L..t�.=` ,,F�' #`.9flf t•, LI' rJF' F!'r�' r,�t'`� r'r-'.. 5 II y 'a { Iatzl lddL} i{114 6 [ >.441 V. s40r >K��' •5 7 •c t : r C.'rkr.FT r ".r' T W''IC 9 x`f i.1, ' , Ifl '51 q��t' �.ffc ,' {•' ir L' 1 rt�i I ,I � L.I f �. d l' I�• t _ i t t''.;.:I 4,:f ��'+. 1''q_ t,_ • i.. r` .,-i �. ._ _.. F JJ PERA Tr IfIV- rt 7, tB> T 1 FIRE HYDRANT ASSEMBLY 6, NOT TO SCALE MANHOLE FRAME AND COVER SEE STD, PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/r8" MIN::) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C✓ -443 NOT TO SCALE. STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC,, OR APPROVED EQUAL: LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX: PIPE SIZE — `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF.. NOTES: 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STH PLAN 401. 4., MANHOLE SECTIONS TO HE OF REINFORCED PRECAST CONCRETE, b. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6e ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTRI,ENT RINGS, BRICKS AND MORTAR .ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BUND., THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INGLuDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING,- WASSER MC-AROSHIELU OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 3, RUBBER GASKE TEE3 JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443: PIPE T I AMETEK OF THE LARGEST A MIN MUM OF 3 4 OF HE INSIDE DI 3. CHANNEL HEIGHT SHALL BE I / 10• CONNECTIONS TO MANHOLE SHALL BE MADE USING 'GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS; COVER MUST SLOPE IN ALL. DIRECTIONS TO MATCH PAVING. Ca~ aSTD. P -+400.1 s PTJBLIC WORTS 13EPARTMENT. "�`�►�dt)[71 tw�,:�'1dTJt��tl�" MANHOLE SEPTEMBER 2011 4 STANDARD SANITARY MANHOLE 6, NOT TO SCALE 133'x24" PLASTC METER BOX LOLA- TO MIQ NATES PLA$1CC, INC`. BCF AERIES iv' BCF` 1324•-'18 wt H 1.7;x" THICK CUaTL5 fA N PLATE VER _ TC} MI T TES PLA "1CS. IRON Q N3Q D LAT GO FOUR 10 A S : IN6, kRSCB 1324° R WITH READER: L D AN 2" DRILLED HOLE FOR TOUCHREAD PIT LIG (Sz E DETAIL A -A)> -� 12" N SE 1/49 SW 1/4, SEC. 05, T. 23 N., R.05 E., W. M. KING COUNTY, WASHINGTON CITY PCIIIATIE —r PIPING FtPING l Z IN UNIMPROVED RIGHT RF z I i wAY INSTALL METER T3,OX AT PRGPER IY LINE, W IH 12" LONG, .CQPPER TAILPIECE; TQVGHREAq WATER. METER TC! BE 5UPPLI�D BY THE CITY TYRE"K" SOFT C9f PCf`R TUETINQ nt r a I iF SERVICE LINE TO "HOUSE IS TO, B; INSTALLED IN THE r',UTURE INSTALL FAD 614--33 OR, 44 -IPT X COMPRESSION COUPLING 4- LUCJIP DOM IJ' CLN IERLINE ` OF WATER MAIN 'TQ PROVIDE Sf ACK IN GOPPFR / CQPP'_RSETTIER FOR5/8'x3/4 METER FORD 'SERVICE LINE TO ME -TSR:. Vf H71-T5w-44-3iG, Ofd VoUUNALD _3RASS: 21-' 1t'NCW331 OR MJELLM 3/4,—B-2000 2 WITH ANGLE BALL VALVE bN RN_ET AND SING ECK VALVE ON Od FT CORPORATION S -OP WITH BALL t'ALVE. FOR1?Gi7PP" RSLTTCR rOR 1° MCTER: CC1PR Vt?II72-7'5W 44-44G, GR 470-: R TH A I K ,JQI 1T � 1;� Y 44 R U�LLEi�: 1 33 � 2. r`APE, ED �E q (cC). I�u � r MH[?OkVALG � ASS: 2 4 SwCQa 4 +� . (3f4" )N1tiU[)-i-r7) UK AY M(LiONALO. 4 01,6 BQIi-! INLE. AND OU11LI WIIH' GIUICK JOINT, PAULC)CK VAING11 $ CSN " - 47618 INLET' ANGLE. BALL VA -VE AND ANGLE CHECK VALU= ON Qu, LET..: (1 FR1000---4 Q OR AY MC�ONALD Al l FITTINGS 94Ai 1f RTF WITH CEJ 0c 4INT: N OTEo AL_ METER BOXES INSTA-LED WITHIN =NCRE TE OP. RAVED DRIVEWAYS' S -IAL BE CAS . IRON E U.6- TO OLYMP'I'C FAUNDARY EXPANSION JOIN -'3 MUSH, BE INSTALLED ON BOTH SIDES OF METER 90)(., A -1 RIL_2" blk I-O_E FOR AMR (AUTONAT1C= ETER READ) TOUCH"READ DEVICE 2-1f2` MIN. FROM NI ARES'T AND FRORT EDGE OF PIT LID° /r 3/4" DR 1„ GALVAN12EQ PLUG 2 3/4"AND 1 " WATER SERVICE U6. NOT TO SCALE t�„S',`T� raLGx (it,I: ivonx 1, `m 3 ti tuc.4 sac�r-' ai X,. to I'1• i`.;.�,:.. z -,l A�G>j"r •_Cdr AG_ i51�:9`.° J _; it rdrr _V1 r•' n — — .,. �L :Er% lee r. 1 1, �,1 'I , ,..'J.,......., k' .. .. � .141 F -. ::CE 1...,: qa I::�._ra Y�s�.4 -. ,: t�+ f { f r r, t a L.at _ Ilr P _ I � 1 I -I Y x • f'=.i. Dp ::;i! . i.. tom: yy - LLhI a I lr_1 [ :[; '�: r`� � .i-.ti,i,•��;�. �.�� 's�3"t+�� r .}.� a r y rl. ..:.�:. 9!11L -'9L1. LT ic+l: x:�tC 1'L:J�'._�•q.. !`:, ..: :.'� � :; -- i:�. r�:'- ^i ^r, :: �. '"5'� .:�-�. C F :„'1 1 :i a r.<:tr }:++l: ;�'t "'. _ 'firs'-�2 h' w;: t'9 .E.•f: 1 �r44� C 1t`=CI r;p lyl �E rt;; ��r , 23 'f L'a '_ dsi� T3_, a LLC1 Ir L°= Lt fir,;'' LLd:;, ,'. a 1 F..:'a'', ,DA, lb. � � 1 k: F' — _PFI! 53 T ;6hU l f1'r., n_t*. t+f P}El<<144�aT IR[AL r `PEI re >'F r Pf 141 ¢ i 1-: rtTdl 'z F 1til.°i"IJP�a: jtd SE'A''Cr2 `l 1.?irL rt_ EJ�� iR"`h1 f?r#I 'A� yy �e<.•;.J :. IN �t!I:t,, .. J�t ,`� ,: ,�1.r3.... h[I. A :> `.:r JNICrI' r ul :f+ 1 4" Iti N CJ" 1'tU K E' r 1 14F+, 3GG rA3 r "DYUr :II qt!: RJ14ar; fralT} rr w k PIMTy]y,�T'rnySRT .8111 MON. L ��1y. UT 5 8 OR 6INCH CLEAN—OUT 6. FOR SANITAR Y SEWER MANS NOT TO SCALE 2°` SLOW -OFF 41”. ; JE',I.,F 0 _ 0%w -J, PERMANENT SEFA LY' 3 2"BLOW— OFF PERMANENT ASSEMBLY C6, NOT TO SCALE DWI Stvkpl.. k -P F .: __2 a f11 $TJ4 'k%R.Kq� OCT PAIRiT.Pr rr �; F.t n a „ 4'FYk '14(IkTC rIT t TIG AP, ,LII7FA�"E GLEAP�41J 'A1TH[P{ 'I" 1.IGH it _ET?Ei�S AND STs MAPE: xJ 1-!`'ry,< .�. S:id++T;•N aA1'C�°PF`6;a :5r�;iE,lr[r1 'It►C'��,,0 r''iC! t : k3T JrxiC.m pop 'jn5e tis. I 29.775 GR raPPRr'rt1Rb F-0 J:AL. L �- dCr 5TH PLbN 403A 7GIT {K, INS, AlR Frrf✓ mCY1 A:Pv LrsL_Ei LJts,S h_? F.. -4!L•JRY A Irl p _- rD OL/s`f' it e5 �d: u•t 'I<# A t r c1� ..R'Ittf TJk rY°FkTa. k,�Alr '�41 H' A NEW 1 E t:,slr&u ;rL=7I�LL �� IPLIM' ALJWf4�ivt': d F ;LJpMsI :i.: 13, r f iyC 3fF; l.Ei A1Aiin -. I;;U Irj A :e{t•Y! k,w''} d°N C% '-r`k f4.-,-< PA -A °sI '!,7 t- A NEii -E� :113JPlka ; r+C .q4 -4p :1 '151:T1 f I?relstt�r Ei+IE�GLE 10 #PRF' 4t�1 : •I�al CUT iii A le-!; T f ETs�SaFa R 40 C 1P' Nf,,;, EJ. G1Jt T1LE Ipr -CSE-C'RIL �G P'A'TH &k' ik4i'Ij;#trot} �', 1''u`1d?i 1. r c,�,.Is,1•�:t4'►gyral=i:T? �.=�AJI H:h . TkdlJriC�1:Ji�Ci,' Km.6r'r Ca I" 11E '�W,LjCiJfr_ 'DILL RE' 0JP4_r='akILL_ _1Ctt'>aAEJLE: _idr_��`, r FOR) AST 13 1; Jls,, ?fCR CRl:tf Tl E IF ,r`, PIPE; - ti ':� C1r 'o?I.JTI r r Trr- r a, ` `S ER' 4'E r�I:ora. MAlt4 miiitt bL�,,,,t no, `1jrX I I'AA1 (t4_P � 7 0 TE,_ ;I .r p CTI )f a't1' - al t's'ai4FJ tatl ++Pi , -irJt- 5r ', I [„", 1 tyy+_ A. L , I . M 1 C ,a>° I� I�'.1,rF . ,.. rt�IrJ. ,+. .., .l eG..•.. c:. .. , �.,. t : AN j t 1 .I: s A! , r t I j P I J. vif,tlC?,N `IBJ 41R PIN,; AI' T "F [SAL ;11)E d1�E _L .''!'AT101 PUBUG imsTALLATION Lt.F,17% kFWT (SEWER MrAIIV TO PRJOPERTY LINE) STANDARD SIDE SEWER INSTALLATION NOT TO SCALE CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Lal i 4,F75,'` rrfi ` - °I xa' sE' Ilu retaFJ Tf Pr C P,; 1 �A[•• N'J E'IMIi, AILI r' ) r } -J, *L I Cir f L'xo,s.. ITU _ 511 !Y Irl; 8" - P ,.'." TIt11 .%1 TI R?- JIAR R FS . 17 . y U1 L r'_ : Ira N'J;" A,S 4D ,a T F..ild t1[ FA�Ft a 1r [B _ r P. - IL t 1r. r'1 k' r.. r.... .. re r. ... ... ...... 4 ... .. ,..:ti .. : ... ... .. ... k .. ... . r..:. .. :1'' .. _.: 4 � �t1... ,i�r t _ .. 5 a [ P I.. t k 1J h , 1 h qqyy 4. ' rt>U - R F, pr-: Ir .F l F% {.rr1 71 K C. {"PiF:TIl TO rl 1/2 .. <1 1 /4" a1 -S ' = U t -'.('I. -`I L_fvz.{d UP: L:�-� H'I�IF;�,.: 1L'''t'it•�'L..t�.=` ,,F�' #`.9flf t•, LI' rJF' F!'r�' r,�t'`� r'r-'.. 5 II y 'a { Iatzl lddL} i{114 6 [ >.441 V. s40r >K��' •5 7 •c t : r C.'rkr.FT r ".r' T W''IC 9 x`f i.1, ' , Ifl '51 q��t' �.ffc ,' {•' ir L' 1 rt�i I ,I � L.I f �. d l' I�• t _ i t t''.;.:I 4,:f ��'+. 1''q_ t,_ • i.. r` .,-i �. ._ _.. F JJ PERA Tr IfIV- rt 7, tB> T 1 FIRE HYDRANT ASSEMBLY 6, NOT TO SCALE MANHOLE FRAME AND COVER SEE STD, PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/r8" MIN::) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C✓ -443 NOT TO SCALE. STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC,, OR APPROVED EQUAL: LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX: PIPE SIZE — `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF.. NOTES: 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STH PLAN 401. 4., MANHOLE SECTIONS TO HE OF REINFORCED PRECAST CONCRETE, b. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6e ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTRI,ENT RINGS, BRICKS AND MORTAR .ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BUND., THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INGLuDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING,- WASSER MC-AROSHIELU OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 3, RUBBER GASKE TEE3 JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443: PIPE T I AMETEK OF THE LARGEST A MIN MUM OF 3 4 OF HE INSIDE DI 3. CHANNEL HEIGHT SHALL BE I / 10• CONNECTIONS TO MANHOLE SHALL BE MADE USING 'GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS; COVER MUST SLOPE IN ALL. DIRECTIONS TO MATCH PAVING. Ca~ aSTD. P -+400.1 s PTJBLIC WORTS 13EPARTMENT. "�`�►�dt)[71 tw�,:�'1dTJt��tl�" MANHOLE SEPTEMBER 2011 4 STANDARD SANITARY MANHOLE 6, NOT TO SCALE 133'x24" PLASTC METER BOX LOLA- TO MIQ NATES PLA$1CC, INC`. BCF AERIES iv' BCF` 1324•-'18 wt H 1.7;x" THICK CUaTL5 fA N PLATE VER _ TC} MI T TES PLA "1CS. IRON Q N3Q D LAT GO FOUR 10 A S : IN6, kRSCB 1324° R WITH READER: L D AN 2" DRILLED HOLE FOR TOUCHREAD PIT LIG (Sz E DETAIL A -A)> -� 12" N SE 1/49 SW 1/4, SEC. 05, T. 23 N., R.05 E., W. M. KING COUNTY, WASHINGTON CITY PCIIIATIE —r PIPING FtPING l Z IN UNIMPROVED RIGHT RF z I i wAY INSTALL METER T3,OX AT PRGPER IY LINE, W IH 12" LONG, .CQPPER TAILPIECE; TQVGHREAq WATER. METER TC! BE 5UPPLI�D BY THE CITY TYRE"K" SOFT C9f PCf`R TUETINQ nt r a I iF SERVICE LINE TO "HOUSE IS TO, B; INSTALLED IN THE r',UTURE INSTALL FAD 614--33 OR, 44 -IPT X COMPRESSION COUPLING 4- LUCJIP DOM IJ' CLN IERLINE ` OF WATER MAIN 'TQ PROVIDE Sf ACK IN GOPPFR / CQPP'_RSETTIER FOR5/8'x3/4 METER FORD 'SERVICE LINE TO ME -TSR:. Vf H71-T5w-44-3iG, Ofd VoUUNALD _3RASS: 21-' 1t'NCW331 OR MJELLM 3/4,—B-2000 2 WITH ANGLE BALL VALVE bN RN_ET AND SING ECK VALVE ON Od FT CORPORATION S -OP WITH BALL t'ALVE. FOR1?Gi7PP" RSLTTCR rOR 1° MCTER: CC1PR Vt?II72-7'5W 44-44G, GR 470-: R TH A I K ,JQI 1T � 1;� Y 44 R U�LLEi�: 1 33 � 2. r`APE, ED �E q (cC). I�u � r MH[?OkVALG � ASS: 2 4 SwCQa 4 +� . (3f4" )N1tiU[)-i-r7) UK AY M(LiONALO. 4 01,6 BQIi-! INLE. AND OU11LI WIIH' GIUICK JOINT, PAULC)CK VAING11 $ CSN " - 47618 INLET' ANGLE. BALL VA -VE AND ANGLE CHECK VALU= ON Qu, LET..: (1 FR1000---4 Q OR AY MC�ONALD Al l FITTINGS 94Ai 1f RTF WITH CEJ 0c 4INT: N OTEo AL_ METER BOXES INSTA-LED WITHIN =NCRE TE OP. RAVED DRIVEWAYS' S -IAL BE CAS . IRON E U.6- TO OLYMP'I'C FAUNDARY EXPANSION JOIN -'3 MUSH, BE INSTALLED ON BOTH SIDES OF METER 90)(., A -1 RIL_2" blk I-O_E FOR AMR (AUTONAT1C= ETER READ) TOUCH"READ DEVICE 2-1f2` MIN. FROM NI ARES'T AND FRORT EDGE OF PIT LID° /r 3/4" DR 1„ GALVAN12EQ PLUG 2 3/4"AND 1 " WATER SERVICE U6. NOT TO SCALE t�„S',`T� raLGx (it,I: ivonx 1, `m 3 ti tuc.4 sac�r-' ai X,. to I'1• i`.;.�,:.. z -,l A�G>j"r •_Cdr AG_ i51�:9`.° J _; it rdrr _V1 r•' n — — .,. �L :Er% lee r. 1 1, �,1 'I , ,..'J.,......., k' .. .. � .141 F -. ::CE 1...,: qa I::�._ra Y�s�.4 -. ,: t�+ f { f r r, t a L.at _ Ilr P _ I � 1 I -I Y x • f'=.i. Dp ::;i! . i.. tom: yy - LLhI a I lr_1 [ :[; '�: r`� � .i-.ti,i,•��;�. �.�� 's�3"t+�� r .}.� a r y rl. ..:.�:. 9!11L -'9L1. LT ic+l: x:�tC 1'L:J�'._�•q.. !`:, ..: :.'� � :; -- i:�. r�:'- ^i ^r, :: �. '"5'� .:�-�. C F :„'1 1 :i a r.<:tr }:++l: ;�'t "'. _ 'firs'-�2 h' w;: t'9 .E.•f: 1 �r44� C 1t`=CI r;p lyl �E rt;; ��r , 23 'f L'a '_ dsi� T3_, a LLC1 Ir L°= Lt fir,;'' LLd:;, ,'. a 1 F..:'a'', ,DA, lb. � � 1 k: F' — _PFI! 53 T ;6hU l f1'r., n_t*. t+f P}El<<144�aT IR[AL r `PEI re >'F r Pf 141 ¢ i 1-: rtTdl 'z F 1til.°i"IJP�a: jtd SE'A''Cr2 `l 1.?irL rt_ EJ�� iR"`h1 f?r#I 'A� yy �e<.•;.J :. IN �t!I:t,, .. J�t ,`� ,: ,�1.r3.... h[I. A :> `.:r JNICrI' r ul :f+ 1 4" Iti N CJ" 1'tU K E' r 1 14F+, 3GG rA3 r "DYUr :II qt!: RJ14ar; fralT} rr w k PIMTy]y,�T'rnySRT .8111 MON. L ��1y. UT 5 8 OR 6INCH CLEAN—OUT 6. FOR SANITAR Y SEWER MANS NOT TO SCALE 2°` SLOW -OFF 41”. ; JE',I.,F 0 _ 0%w -J, PERMANENT SEFA LY' 3 2"BLOW— OFF PERMANENT ASSEMBLY C6, NOT TO SCALE DWI Stvkpl.. k -P F .: __2 a f11 $TJ4 'k%R.Kq� OCT PAIRiT.Pr rr �; F.t n a „ 4'FYk '14(IkTC rIT t TIG AP, ,LII7FA�"E GLEAP�41J 'A1TH[P{ 'I" 1.IGH it _ET?Ei�S AND STs MAPE: xJ 1-!`'ry,< .�. S:id++T;•N aA1'C�°PF`6;a :5r�;iE,lr[r1 'It►C'��,,0 r''iC! t : k3T JrxiC.m pop 'jn5e tis. I 29.775 GR raPPRr'rt1Rb F-0 J:AL. L �- dCr 5TH PLbN 403A 7GIT {K, INS, AlR Frrf✓ mCY1 A:Pv LrsL_Ei LJts,S h_? F.. -4!L•JRY A Irl p _- rD OL/s`f' it e5 �d: u•t 'I<# A t r c1� ..R'Ittf TJk rY°FkTa. k,�Alr '�41 H' A NEW 1 E t:,slr&u ;rL=7I�LL �� IPLIM' ALJWf4�ivt': d F ;LJpMsI :i.: 13, r f iyC 3fF; l.Ei A1Aiin -. I;;U Irj A :e{t•Y! k,w''} d°N C% '-r`k f4.-,-< PA -A °sI '!,7 t- A NEii -E� :113JPlka ; r+C .q4 -4p :1 '151:T1 f I?relstt�r Ei+IE�GLE 10 #PRF' 4t�1 : •I�al CUT iii A le-!; T f ETs�SaFa R 40 C 1P' Nf,,;, EJ. G1Jt T1LE Ipr -CSE-C'RIL �G P'A'TH &k' ik4i'Ij;#trot} �', 1''u`1d?i 1. r c,�,.Is,1•�:t4'►gyral=i:T? �.=�AJI H:h . TkdlJriC�1:Ji�Ci,' Km.6r'r Ca I" 11E '�W,LjCiJfr_ 'DILL RE' 0JP4_r='akILL_ _1Ctt'>aAEJLE: _idr_��`, r FOR) AST 13 1; Jls,, ?fCR CRl:tf Tl E IF ,r`, PIPE; - ti ':� C1r 'o?I.JTI r r Trr- r a, ` `S ER' 4'E r�I:ora. MAlt4 miiitt bL�,,,,t no, `1jrX I I'AA1 (t4_P � 7 0 TE,_ ;I .r p CTI )f a't1' - al t's'ai4FJ tatl ++Pi , -irJt- 5r ', I [„", 1 tyy+_ A. L , I . M 1 C ,a>° I� I�'.1,rF . ,.. rt�IrJ. ,+. .., .l eG..•.. c:. .. , �.,. t : AN j t 1 .I: s A! , r t I j P I J. vif,tlC?,N `IBJ 41R PIN,; AI' T "F [SAL ;11)E d1�E _L .''!'AT101 PUBUG imsTALLATION Lt.F,17% kFWT (SEWER MrAIIV TO PRJOPERTY LINE) STANDARD SIDE SEWER INSTALLATION NOT TO SCALE CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IE 15" Ci EP=39.55 ---- ,` ::• �`v�l` S I � CB - TYPE 2 - 48" j RIM 54.29 4 I j 8" PVC NW I.E.=51.76 I 6" PVC SW LE,=51.84 6" PVC NE 11=51,69 6" 6" PVC E. !.E.=52.40 L f ALL SD ' \ I.E. 8" PVC S.=45.55' !E 24" CONC=30.04 SE 1/4, 5 W 1/4, SEC. OS, T. 23 N.,1Z.05 E., W.M. KIN COUNTY, WASHINGTON S It i, _.. r- , l PARCEL° 00 3344500005 SD CLEANOUT / / �l l� 55' 0r ,n r- / \ RIM 61.45 ^ / % l I � ` , Lo1O _ UNABLE TO OPEN1 ' l t (� -1-FJ VAULT ACCESS - . It ! RIM 54.5-3 '`f i �,yNv, \ 1 - ..... -. r 8 PVC NE/ CB --- TYPE ---1------- � 1 I i I N•I i -y � � s � , � I°� / RIM 61.940,.•- ` 6" PVC SW I.E.=59.69( ( ( ------- r VAULT � I s ACCESS 6" PVC N I.E.--59.93 I I ' � i • y,, � �, - t� -` f ,� R!AA 54.23 \ / 8 PVC S I.E. =51.38 I I I / WEIR E --W !.E.=51.33 I i i \ Vis' `\ n tt BOTTOM aM aF VAULT -46.19u \ �o � 1 � � W 61.46 1 1.40 ° i - CB - TYPE 1 SOLID LID Rt..? 54,65 A c5 X 6" PVC SW, NE I.E.=51.23sp SO SID 50 50 It .................. LIGHT _1 l 0000 J 1p 3�Q �0 s l 4 / CMP V11=28. f c?C' CAP Ait<;f'Ei'3 .. iiiii-''<"':.,;.. ` 1`.`� v� -..�\.,` •``� .,` ` -'� `•�, `"---''-.""'. _�\ ',\ 3 Q % :„ ;\ _ - :::::,,,:,:: `:, 1` - tl 46 i I fit RETA X ' INING WALL I ` I 46.50 1 I 10P h5.0. =X- X-- A - j 1oE t A 15' :»:,........::»,,,:......: „»»....»» -� _ �y �� '_ _. �- � -�- _ _ _ _� j - 2 :,,:�="-:'.'--•-yam-- y \ `� _X. j 15' PUGEJ- POWER EA',St_liriEl\fT REC. NO, 8403260623 CIL OF RO f 60' DEED REC. NO. 1035005 DATED 1212911915 SSMH 54" - SS,r%'3 BURIED? Rim= �� ! !.E. 8" PVC N.= { I.E. 8" PVC S.= R=1544.70' i A=06'38'4 L=179.17' 1 F 1 N r MEASURED HEIGHT = 12.77' -- r ----- � - I I SIDF SEWER 6" @ PL I.E.=37.8 (TO BE REMOVED) I 2.5' OF > ! R. 0. W DEDICA TION ' TO THE CITY I 226 SFBM j SSMH 54" - SSJ2 RIM=40.70' I.E. 8" PVC N.=34.27' ! I.E. 8" C900 S.=34.17' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING fl -IE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. FOUND 4"Y4" CONCRETE R/'W .b UP 1.0' 0.6' SW X 0.2' SE VISITED NOV. 2012 -1 r 45 h5 EAS R ` ~^%�� x , ��" %FOU!YD 111" ,4c BAR &CAP S:rA,q,'PED IS 3.0 ` TOP. 48.50 6 EASEMENT yf �. i� 1 ` 13898` -rod 47.00 REC. N0. ` ` 1 ' / +. \ �` 0.2' N. X 0.2' IN. 46 50 13 4 I � j f t �, ° °' 8 03260623 . � I i � 11 I i {/7 \ Y � �- - \\\ \ l f L ! r is W TOE: 4.50 BUILDING i I 45.00 � L \ENTRY `' - € II - J TO \ 46.0 TOF 4 46 0 \ \ Op JOE lilt 1 N / j . f C TRASH ��I f � � u \�, � �" N �� RECYCLING � ENCLOSED IN GROUND LEVEL !j y ; 44.5 x° -'. 1 PARKING AREA -'� - - EXTRUDED CURB 01 ( : f { ._� \ INTEGRATED CURB ':. r ..... / _ EGR D & SIDEWALK PARCEL #3344500006 I i r i i f , FOUND 1/Q" REBAR & CAP SIXO,�E() 2 "LS 40016\18898" \ \ y I 0.4' NW X 0•�W. A °\ O 1,51„E ? !~) 60.00 Pnlhtn112" RFPAR .fir ('.IaP �Tz3hA•PFf) WrAT.M"nn11+ 1 SECTIONA A 0 NOT TO SCALE NBING PLAN DETAIL) I" THICK CONCRETE PATIO J,� SCALE: V= = 20' 20 10 0 20 40 1 f l ( ( 1 ` l i. tE 1 CPEP:-39.55 j r ( sr yrs. i CB - TYPE 2 - 48" RIM 54.29 j ( ° 8" PVC NW I.E. =51.76 6" PVC SW 1.,E-51.84 ! 6" PVC NE I.E.--51.89 6" PVC E. I.E.=52.40 � ( f rc� j i V) � 1 � k Q. ik I � Ll. ft: ADWALL 1 sa -- !E 24" CO,NC.=30.04 I.E. 8" PVC S.=45.55'1 LIGI-IT CB#2 24" CMP W==28.,13 CIL OF R/W 15' PUCaET POWER �ASEM,ENT % r REC. N0. f840,":126062,3{2�Or�2�� ---- OF RD i 60' DECD REC. NO, 1035005 DATED 1212011915 j- - --------------- i SSMH 54" - SSJ3 BURIED RIM= LE. 8" PVC N.= d. E. 8 ° PVC S. I I L i - 5 44 70' i 48" TYPE It SDMH SE 1/4 S W 1/4 SEC. 05, T.23 N. R. 05 E., W.M. i Wtkf 71:67---_._....._-----____-_.__ j0p 0 l �"Pvc NE=53.91 KIN COUNTY, WASHINGTON 8"PVC S=50.17 1211CPF_P E=52.32 / o 12"CPEP N=52.29 / 15"CPEP N=49.59 +� ,,,_,_�'"�� o ( 15" (DI?)W=49.39 � J / f SID' /�• i a i 50LFN 15"0 SDW -'' -' PARCELL `za #1 CJ / y'� o�•, ko�/ #3344500005 ( /Or SD CLEANOUT L55 RIM 61.45 r, 1®UNABLE TO OPEN r A60 VAULT ACCESS 0 a; ;i RIM E � � ° 54.53 - � 8" PVC N C8 T'(PE 1 ¢ l �� RIM 61.94 ( 6" PVC SW I.E_=59.69 6" PVC N I.E.-59 93 VAULT ACCESS RIM ,.54.23 ( 8" PVC 5 I.E.=51.38 WEIR E -W 1.E.=51.33 BOTTOM, OF VAULT=46.19 to I %C (PE 1 SOLID LID R1rv1 .4.63 % Ii y0 6" PVC SW, d�i, I.�r.=51.23 al- GAS METER,. 'ASV Q =06.38'45" L=179.17' III CB#3 1 VJ U/G - y fl GAS LINE /1i§ 6 " PVC I << f FOOTING DRAIN I �� I MEASURED HEIGHT = 12.77' --- �- - - U ot- SIDE SEVIER - -- - -� 'ZO P, , 6" @ PL t.E.-37.8 f �� (TO BE REMOVED) f 2.5' OF I f I R. 0. W DEDICATION I TO THE CITY 226 SF r Ir E f 1 BM SSMH 54" - SS#2 RIM=40.70' i I.E. 8" PVC N.=34.27' I.E. 8" C900 S.=34.17' ( 1tf GUY POLE i Fri f Know what's below. Call before you dig. UTILHT CONFLICTNOTE: CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THC UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. "It15'-� PUGET POWER fEASEMENT REC. N0. 840,326062.3 ♦ • im � _ d , `.1'. • ` . ' �. ' FOUND 112 °` REBAR & CAP STAMPED IS 40016 18898" 0.4' NW X 0.2' W. i ,w a� 1„ , 5 011 0 .�,_ _ i ,._..n„�_ �-� gyp._■■� �_�_� ■_�_ �� ■ ■ >,� nol_v penj'�I I _14-- Im-, � mi INTEGRATED CURB 4 & SIDEWALK S. SEE PLUMBING PLAN FOR DRAIN & PIPE DETAIL 6" PVC ROOF DRAIN TO YARD DRAIN (TYP.) A 1 , YD (TYP.) J 110 Is J• SWALE TO 1 YARD DRAIN 4.0 -TRASH & RECYCLING ENCLOSED IN GROUND LEVEL PARKING AREA EXTRUDED CURB 5 PARCEL #3344500006 I FOUND 4"X4" CONCRETE R/IW MON tip 1.0' 0.6' SW X 0.2' Sf_- 'VISITED NOV. 2012 )UND 1/2" REBAR & CAP STAMPED IS ?898" 2' N. X 0.2' W. 1d79°11'51 60.00' i FOUND 1/2" REBAR & CAP STA=APED "HARS_IAD LS 13731" i 0.6' W. X 02' S. CATCH BASIN i CENTER OF STRUCTURE CENTER OF STRUCTURE STRUCTURE TYPE OFFSET FROM FACE <J .i . OF VERT. CURB 1.5' THICKENED EDGE TYPE 1 w B2a GRATE X. 1W•;. ° r�• • d TYPE 1 w THRU CURB INLET 0.65 6 " PVC I << f FOOTING DRAIN I �� I MEASURED HEIGHT = 12.77' --- �- - - U ot- SIDE SEVIER - -- - -� 'ZO P, , 6" @ PL t.E.-37.8 f �� (TO BE REMOVED) f 2.5' OF I f I R. 0. W DEDICATION I TO THE CITY 226 SF r Ir E f 1 BM SSMH 54" - SS#2 RIM=40.70' i I.E. 8" PVC N.=34.27' I.E. 8" C900 S.=34.17' ( 1tf GUY POLE i Fri f Know what's below. Call before you dig. UTILHT CONFLICTNOTE: CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THC UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. "It15'-� PUGET POWER fEASEMENT REC. N0. 840,326062.3 ♦ • im � _ d , `.1'. • ` . ' �. ' FOUND 112 °` REBAR & CAP STAMPED IS 40016 18898" 0.4' NW X 0.2' W. i ,w a� 1„ , 5 011 0 .�,_ _ i ,._..n„�_ �-� gyp._■■� �_�_� ■_�_ �� ■ ■ >,� nol_v penj'�I I _14-- Im-, � mi INTEGRATED CURB 4 & SIDEWALK S. SEE PLUMBING PLAN FOR DRAIN & PIPE DETAIL 6" PVC ROOF DRAIN TO YARD DRAIN (TYP.) A 1 , YD (TYP.) J 110 Is J• SWALE TO 1 YARD DRAIN 4.0 -TRASH & RECYCLING ENCLOSED IN GROUND LEVEL PARKING AREA EXTRUDED CURB 5 PARCEL #3344500006 I FOUND 4"X4" CONCRETE R/IW MON tip 1.0' 0.6' SW X 0.2' Sf_- 'VISITED NOV. 2012 )UND 1/2" REBAR & CAP STAMPED IS ?898" 2' N. X 0.2' W. 1d79°11'51 60.00' i FOUND 1/2" REBAR & CAP STA=APED "HARS_IAD LS 13731" i 0.6' W. X 02' S. CATCH BASIN STRUCTURE OFFSET TABLE CENTER OF STRUCTURE CENTER OF STRUCTURE STRUCTURE TYPE OFFSET FROM FACE OFFSET FROM BACK OF OF VERT. CURB 1.5' THICKENED EDGE TYPE 1 w B2a GRATE 0.92 1.50' TYPE 1 w THRU CURB INLET 0.65 �A _ 2, 48" w B2a GRATE 1.92 2.50' _TYPE TYPE 2, 48�THRU CURB INLET 1.65 NIA 2.75' N�A - TYPE 2, 54 B2a CRATE 2.17 TYPE 2, 54"wITHRU CURB INLET 1.90 TYPE 2, 60 w B2a GRATE _ 2.42 3.00' - _- - NIA TYPE 2, 60"82a CURB THRU INLET 2.15 TYPE 2, 72" w B2o CRATE 2.92 3.50' TYPE 2,__7_2 . wa CURB THRU INLET 2.65 _ - NIA 4.50' TYPE 2,--g6' w162o GRATE 3.92 TYPE -2,96" w B2a CURB THRU INLET 3.65 NIA 1 SWALESECTION � NOT TO SCALE NOTE: ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED. PROPOSED 4' OFFSITE WALKWAY 0 4- 0 30' R.O.W. VARIES EX. PAVEMENT 2" CLASS B ASPHALT CONCRETE 4'ASPHALT 1%2" CRUSHED SURFACING TOP COURSE TREATED BASE 1%2" CRUSHED SURFACING BASE COURSE 2" ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SE 1/49 SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KIN COUNTY, WASHINGTON 20' EX. R.O.W. EX. 20' PAVEMENT 4' WALKWAY 1 SLAKE WASHINGTON&VD. N. (SECTIONYY, ll) J NOT TO SCALE NEIGHBORHOOD COLLECTOR T -- _ UK SCALE: 1" = 20' 20 10 0 20 40 CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. - ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED.