Loading...
13-102624------------ 1 waaa CONCRETE WALL 0 14 1 o I N I 1 FEDERAL WAY TOWNHOMES A PORTION OF SW 1/4 OF SEC. 16, TWP. 21N, RGE. 4E WILIAMETTE MERIDIAN, KING COUNTY, WASHINGTON I ( I I I EXISTING AC. PAVEMENT TO REMAIN ' ---_ I I I I---------------� PARCEL NO.7978200184 o / o ! ! r p L I ----- �+ V%48'1_ P Tit I , WITH DIVIDERS r / 10' PERIMETER LANDSCAPE I TOT LOT BUFFER, SEE LANDSCAPE PLANS PARCEL JVO. 7978200180 1 Wx ITO I_.--� WI' TH3DIVIDERS PATIO 5 eseL---1 APPROXMMATE LOCATION OF 18 — 6' I I 16' 1'16' 5• B 1 TO 12' COTTONWOOD TREES TO BE REMOVED. ! a EXTRUDED CEMENT CONCIETE CURB PER COFW DWG. NO. 3-4A. PROPOSED POROUS ASPHALT---, SS S' '4 PARCEL NO.7978200186 i I EXISTING FIRE HYDRANT i -6 i I SHEET INDEX C1 - SITE PLAN C2 - TOPOGRAPHIC SURVEY C3 - CLEARING AND GRADING PLAN C4 - PRELIMINARY DRAINAGE, GRADING R.O.W. PLAN L1.01 - PROPOSED SITE PLAN & SIGNIFICANT TREE INVENTORY L1.02 - PLANTING PLAN 0.03 - LANDSCAPE PLAN NOTES & DETAILS IL.01 - ILUMINATION PLAN IL.02 - ILUMINATION DETAILS IC.01 - ILUMINATION CALCULATIONS A-1 - SOUTH & EAST ELEVATIONS A-2 - NORTH & WEST ELEVATIONS A-3 - LOWER FLOOR PLAN A-4 - MAIN FLOOR PLAN A-5 - UPPER FLOOR PLAN A-6 - 4-UNITS BLDG. HEIGHT CALCULATIONS GRAPHIC SCALE A-7 - 2 & 3-UNITS BLDG. HEIGHT CALCULATIONS i SITE ADDRESSrIi �i E— 2245 S 333RD ST FEDERAL WAY, WA. 98003 PARCEL NUMBER 7978200180 p OWNER RTI, LLC 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 STA. 12+99.95 (253) 446-7277 BRASS PIN WITH PUNCH MARK. ENGINEER/SURVEYOR C.E.S. N.W. INC. 101 18- PAINTED STOP LINE PER PUYAL P,SWAT. N 98372 COFW DWG. NO. 3-20 & OFFICE (253) 848-4282 STOP SIGN PER COFW DWG. FAX (253) 848-4278 NOS. 3-53 AND 3-54. BENCH MARK CEMENT CONCRETE BARRIER CURB SECTION PER COFW DWG. NO. 3-4. POROUS ASPHALT G TREE'S TO BE REMOVED SITE BENCHMARK: NAVD 88 THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH IS 381.78', NAVD 88. VERTICAL DATUM; CONVERTED TO NGVD 29 USING NATIONAL GEODETIC SURVEY (NGS) VERTCON WEBSITE. CONVERSION IS NAVD 88 — 3.55. SITE BENCHMARK: THE TOP OF THE BRASS MONUMENT AT THE INTERSEC11ON OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH = 378.23' NAVD 29 HORIZONTAL DATUM STATE PLAT IN VOLUME 41 OF PLATS. PAGE 30 RECORDS OF KING COUNTY. EARTHWORK QUANTITIES 2142 CY FILL 62 CY CUT 2079 CY NET FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID PURPOSES. UNIT INFORMATION BUILDING 'A' LOWER FLOOR 2,560 S.F. MAIN FLOOR 2,640 S.F. UPPER FLOOR 2,640 S.F. BUILDING 'B' LOWER FLOOR 1,920 S.F. MAIN FLOOR 1,980 S.F. UPPER FLOOR 1,980 S.F. BUILDING 'C' LOWER FLOOR 1,280 S.F. MAIN FLOOR 1,320 S.F. UPPER FLOOR 1,320 S.F. UTILITY NOTE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft LEGAL DESCRIPTION LOT 3, KING COUNTY SHORT PLAT NUMBER 280049 REVISION, RECORDED UNDER RECORDING NUMBER 8110190295, IN KING COUNTY, WASHINGTON, SAID SHORT PLAT BEING A REVISION OF SHORT PLAT RECORDED UNDER RECORDING NUMBER 8009090741, KING COUNTY WASHINGTON. STATISTICAL BREAKDOWN OF PROJECT GROSS SITE AREA: 26,937 S.F. EXISTING 24' ROAD EASEMENT: 5,056 S.F. NEW 3' R.O.W. DEDICATION: 343 S.F. NEW 3' SIDEWALK EASEMENT: 766 S.F. EXISTING ZONING: RM-2400 NET SITE AREA: 26,594 S.F. PARKING STALLS PROVIDED: 20 STALLS IBC CONSTRUCTION TYPE: GROUP R-3 OCCUPANCY CLASSIFICATION: V—B BASIS OF BEARING STATE PLAT IN VOLUME 41 OF PLATS, PAGE 30 RECORDS OF KING COUNTY. UTILITIES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK GAS: PUGET SOUND ENERGY NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS. LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. STREET AND AREA LIGHTING IS SHOWN FOR REFERENCE AND SHOULD NOT BE CONSIDERED PRECISE. ACTUAL OUTDOOR LIGHTING DESIGN WILL HE DESIGNED AND PROVIDED BY OTHERS. 4. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS. LEGEND EXISTING DESCRIPTION PROPOSED O— UTILITY POLE STREET SIGN --n— FIRE HYDRANT (S SANITARY SEWER MANHOLE ❑ TELEPHONE RISER E0 WATER METER N --- -- -- — RIGHT OF WAY LINE EDGE OF PAVEMENT — — PROPERTY LINE — — EASEMENT LINE — — — — BUILDING SETBACK LINE — — — — — — — — ... CONCRETE° s. .° CONTOURS �oo� — ❑ u WOOD FENCE Q CHAINLINK FENCE EXTRUDED CURB —� ASPHALT PAVEMENT PAVEMENT OVERLAY ` POROUS ASPHALT SAWCUT-------------- ❑ CATCH BASIN ■ STORM DRAIN MANHOLE Q STORM/SEWER CLEANOUT • SD STORM LINE SD W WATER MAIN W S -- SEWER LINE S P OVER HEAD POWER LINE gas GAS ❑O GAS METER 3 LIGHT E-- GUY ANCHOR D POWER TRANSFORMER POWER METER O SANITARY SEWER MANHOLE 0, DECIDUOUS TREE CONIFEROUS TREE ❑ TELEPHONE RISER © CABLE RISER BOX FIRE HYDRANT ® WATER METER D4 WATER VALVE CLEARING LIMITS �'YYY1 SILT FENCE x x �Illlff Abj AL i1>Irtr ' CALL 48 HOURS BEFORE YOU DIG DIAL 811 ruuuu WUKKJ UVAKIMtNl t KtCUNS1KUCTION/INSPECTION NOTIFICATION (253) 835-2700 PERMIT NO. 13-103176-00-EN APPROVED C11"Y OF i EDEf\'Al DATA u, 3 �ISTER� s1pNAL V U a CqC11Cn ♦ QU 1., o Cn ♦ `W 2 M 00 Na 3 N o� P)) a.. r— rl- v; v Cl) LO uj m 0 x Z �1 O Z �. a 0 a>m -' MAW UJI Ili N co co 0) J � Q a. �r cro � W r 0 � LU p T LAM W z �U) �z O F- \ N O N O p a U c) Designed: STN Drawn: MRL Checked: CAD Scale: 1"=20' „Date: VOb No.: 10/10/2013 12074.0 Sheet No.: i Vv Y C1 1 of 18 Sheets I.E. 369.68' 18" CONC. .—EXISTING FIRE HYDRANT EX. STORM CB —/ RIM ELEV.=373.20' IE(N) 359.66', 18"CMP IE(SE) 359.76', 18"CMP �€ DITCH PARCEL No. 797820166 I.E. 369.42' 36" CMP IE(N)� 368.54', v36"CMP IE(S) 368.29', 36"CMP IE(NW) 368.64', 18"CM LADDER=EAST v6 Icy , i I I I i I I I I I i I I I I I ) I I L L — — — — — — — — — — — — — �OCOpo SED WATER METERPARCEL NO. ATIONS. (TYPICAL) 7978200168 EXISTING AC. PAVEMENT TO BE OVERLAYED ------- ---- - 1 / F DWG/NO✓3 F----,�--_-- - - ---- CONCRETE WALL PARCEL NO. 7978200184 o 14 I I I I I I EXISTING AC. PAVEMENT TO REMAIN R___� I ----------� -- I r I WITH DIVIDtRS 10' PERIMETER LANDSCAPE — BUFFER, SEE LANDSCAPE I PLANS I I 5' BSBL---i APPROXIMATE LOCA110N OF 18 - f TO 12' COTTONWOOD TREES TO BE REMOVED. EXTRUDED CEMDT CONCRETE CURB PER COFO DWG. NO. 3-4A. PROPOSED POROUS ASPHAL ---3 --- --- -- SS -- r TOT rLOT c I r PARCEL JVO. 7978200180 PARCEL NO. 79 78200186 I ' I EXISTING FIRE HYDRANT I I I FEDERAL WAY TOWNHOMES A PORTION OF SW 1/4 OF SEC. 16, TWP. 21N, RGE. 4E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON SHEET INDEX Cl - SITE PLAN C2 - TOPOGRAPHIC SURVEY C3 - CLEARING AND GRADING PLAN C4 - PRELIMINARY DRAINAGE, GRADING R.O.W. PLAN L1.011 - PROPOSED SITE PLAN & SIGNIFICANT TREE INVENTORY L1.02 - PLANTING PLAN L1.03 - LANDSCAPE PLAN NOTES & DETAILS IL.01 - ILUMINATION PLAN IL.02 - ILUMINATION DETAILS IC.01 - ILUMINATION CALCULATIONS A-1 - SOUTH & EAST ELEVATIONS A-2 - NORTH & WEST ELEVATIONS A-3 - LOWER FLOOR PLAN A-4 - MAIN FLOOR PLAN A-5 - UPPER FLOOR PLAN A-6 - 4-UNITS BLDG. HEIGHT CALCULATIONS GRAPHIC SCALE A-7 - 2 & 3-UNITS BLDG. HEIGHT CALCULATIONS SITE ADDRESSI, 2245 S 333RD ST FEDERAL WAY, WA. 98003 PARCEL NUMBER 7978200180 OWNER ` RTI, LLC L .... 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 STA. 12+99.95 BRASS PIN WITH (253) 446-7277 PUNCH MARK. ENGINEER/SURVEYOR C.E.S. N.W. INC. 310 29TH ST. N.E., STE. 101 18" PAINTED STOP LINE PER PUYALLUP, WA. 98372 CON DWG. NO. 3-20 & OFFICE (253) 848-4282 STOP SIGN PER CON DWG. FAX (253) 848-4278 NOS. 3-53 AND 3-54. BENCH MARK SITE BENCHMARK: NAVD 88 —CEMENT CONCRETE BARRIER THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF CURB SECTION PER CON DWG. SOUTH 333RD STREET AND 24TH AVENUE SOUTH IS 381.78, NO. 3-4. NAVD 88. POROUS ASPHALT VERTICAL DATUM; CONVERTED TO NGVD 29 USING NATIONAL GEODETIC SURVEY (NGS) VERTCON WEBSITE. CONVERSION IS NAVD 88 - 3.55. TREE'S TO BE REMOVED SITE BENCHMARK: THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH = 378.23' NAVD 29 HORIZONTAL DATUM STATE PLAT IN VOLUME 41 OF PLATS, PAGE 30 RECORDS OF KING COUNTY. EARTHWORK QUANTITIES C 2142 CY FILL 62 CY CUT 2079 CY NET FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID h PURPOSES. UNIT INFORMATION BUILDING 'A' LOWER FLOOR 2,560 S.F. MAIN FLOOR 2,640 S.F. UPPER FLOOR 2,640 S.F. BUILDING •B' LOWER FLOOR 1,920 S.F. MAIN FLOOR 1,980 S.F. UPPER FLOOR 1,980 S.F. BUILDING 'C' LOWER FLOOR 1,280 S.F, MAIN FLOOR 1,320 S.F. UPPER FLOOR 1,320 S.F. UTILITY NOTE 20 0 10 20 IN FEET ) 1 inch = 20 ft LEGAL DESCRIPTION LOT 3, KING COUNTY SHORT PLAT NUMBER 280049 REVISION UNDER RECORDING NUMBER 8110190295, IN KING COUNTY, W SHORT PLAT BEING A REVISION OF SHORT PLAT RECORDED L NUMBER 8009090741, KING COUNTY WASHINGTON. STATISTICAL BREAKDOWN OF GROSS SITE AREA: 26,937 S.F. EXISTING 24' ROAD EASEMENT: 5,056 S.F. NEW 3' R.O.W. DEDICATION: 343 S.F. NEW 3' SIDEWALK EASEMENT: 766 S.F. EXISTING ZONING: RM-2400 NET SITE AREA: 26,594 S.F. PARKING STALLS PROVIDED: 20 STALLS IBC CONSTRUCTION TYPE: GROUP R-3 OCCUPANCY CLASSIFICATION: V-B BASIS OF BEARING STATE PLAT IN VOLUME 41 OF PLATS, PAGE 30 RECORDS Of COUNTY. UTILITIES WATER: LAKEHAVEN UTILITY DI$IRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK GAS: PUGET SOUND ENERGY NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTI APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN EE HORIZONTAL CONTROL. 3. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING RI LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SEC11ON 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. STREET AND AREA LIGHTING IS SHOWN FOR REFERENCE AND SHOULD NOT BE CONSIDERED PRECISE. ACTUAL OUTDOOR LIGHTING DESIGN WILL BE DESIGNED AND PROVIDED BY OTHERS. 4. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS. I I EXISTING AC. PAVEMENT TO REMAIN I I I I 4. DITCH � — — — - — — — — — — — — — hROPOSED W;vp PARCEL NO. 797820166 PARCEL NO. LOCATIONS. I.E. 369.68' I.E. 369.42' 7978200168 CEL N0. 7978200160 — — — - 18" CONC. 36" CMP I EXISTING AC. PAVEMENT TO BE OVEINTX. STA: 22+96.75 (PRIVATE DRIB STA: 12+89.75 (S 333RD ST) EXISTING FIRE HYDRANT -� -- P a ° a. ---- —� �—� ---- R189`�3'33"aW 89.54'.e EX. STORM CB EX. STORM M.H. — — RIM ELEV.=373.20' RIM ELEV.=373.64' / PROPOSED 3 AST. ROW IE(N) 359.66', 18"CMP IE(N) 368.54', 36"CMP - M 9� CURB AND GUTTER SECTION om ROW (TYP.) IE(SE) 359.76', 18'CMP IE(S) 368.29', 36"CMP / / / Nm 5 TH DIVIDERS PATIO IE(NW) 368.64', 18"CMP ER COFW DWG. N0. 3-4. WITH DIVIDERS— LADDER=EAST IQ 16' 16'- -16' / BU Al �Q j �V CEMENT C fjE�E IDEWALK I I ( (4) TWO AGES / P�R' r"' ,DWG✓NO✓3 12. I ' / 14 I NOTE: / ALL UNI S SHALL HA 5'Wx12'L / BALCON ES ON THE COND AND THIRD OORS TYP. / ---------------- CONCRETE WALL I � 16 / 16' 1 / L——-——————---- — — — —- I i I / (3) TWO ICDAR GARING AGES cl 14' / o / 31 I I I PARCEL NO. 7978200184 SIDEW LK _--- ---- 5'W 48'L P 110 I 10' PERIMETER LANDSCAPE BUFFER, SEE LANDSCAPE PLANS I x WITH DIVIDERS / �°►�v�k I �° l PARCEL iVO. 7978200180 / I 5'Wx32'L PATIO 5' BSBL-'I I WI1H DIVIDERS / I I , , , ° ° APPROXIMATE LOCATION OF 18 - 6' I 16' 16' TO 12 S' COTTONWOOD TREES i0 BE (B�84)� l REMOVED. I / BUILD rx''C' EXTRUDED CEMENT CONCf�TE I ( (2) TWO GARAGES CURB PER CON DWG. NO I 3-4A. - PROPOSED POROUS ASPHALT I , / I PARCEL NO.7978200186 I I I EXISTING FIRE HYDRANT I FEDERAL WAY TOWNHOMES A PORTION OF SW 1/4 OF SEC. 16, TWP. 21N, RGE. 4E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON c_- STA. 12+99.95 BRASS PIN WIT PUNCH MARK. `-18* PAINTED STOP LINE PER COFW DWG. NO. 1 1. SIGN PER COFW 1 lI� / NOS. 3-53 AND CEMENT CONCRETE BARRIER CURB SECTION PER CON1 iiPOROUS ASPHALT 1 EXISTING TREE'S TO BE REMOVED LIGHT (-' ?ICAL 3 PLACES) ----3' PUE AND PRIVATE PEDESTRIAN ESMT. (TYP.) 4" CEMENT CONCRETE SIDEWALK PER CON DWG. NO. 3-12. co PROPOSED POROUS ASPHALT r-15' PERIMETER LANDSCAPE BUFFER, SEE LANDSCAPE PLANS PROPOSED ACCESS AND UTILITY ESMT. EXIST. ACCESS AND UTILITY ESMT. PROPOSED AC. PAVEMENT CEMENT CONCRETE BARRIER CURB SECTION PER COFW DWG. NO. 3-4. SITE ADDRESS: SHEET INDEX Cl - SITE PLAN C2 - TOPOGRAPHIC SURVEY C3 - CLEARING AND GRADING PLAN C4 - PRELIMINARY DRAINAGE, GRADING R.O.W. PLAN L1.01 - PROPOSED SITE PLAN & SIGNIFICANT TREE INVENTORY L1.02 - PLANTING PLAN 1.1.03 - LANDSCAPE PLAN NOTES & DETAILS IL.01 - ILUMINATION PLAN IL.02 - ILUMINATION DETAILS IC.01 - ILUMINATION CALCULATIONS A-1 - SOUTH & EAST ELEVATIONS A-2 - NORTH & WEST ELEVATIONS A-3 - LOWER FLOOR PLAN A-4 - MAIN FLOOR PLAN A-5 - UPPER FLOOR PLAN A-6 - 4-UNITS BLDG. HEIGHT CALCULATIONS GRAPHIC SCALE A-7 - 2 & 3-UNITS BLDG. HEIGHT CALCULATIONS 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 2245 S 333RD ST FEDERAL WAY, WA. 98003 PARCEL NUMBER 7978200180 OWNER RTI, LLC 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 (253) 446-7277 ENGINEER/SURVEYOR C.E.S. N.W. INC. 310 29TH ST. N.E., STE. 101 PUYALLUP, WA. 98372 OFFICE (253) 848-4282 FAX (253) 848-4278 BENCH MARK SITE BENCHMARK: NAVD 88 THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH IS 381.78', NAVD 88. VERTICAL DATUM; CONVERTED TO NGVD 29 USING NATIONAL GEODETIC SURVEY (NGS) VERTCON WEBSITE. CONVERSION IS NAVD 88 - 3.55. SITE BENCHMARK: THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH = 378.23' NAVD 29 HORIZONTAL DATUM STATE PLAT IN VOLUME 41 OF PLATS, PAGE 30 RECORDS OF KING COUNTY. EARTHWORK QUANTITIES 2142 CY FILL 62 CY CUT 2079 CY NET FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID h PURPOSES. Q UNIT INFORMATION Q BUILDING 'A' LOWER FLOOR 2,560 S.F. MAIN FLOOR 2,640 S.F. ® UPPER FLOOR 2,640 S.F. / BUILDING 'B' LOWER FLOOR 1,920 S.F. MAIN FLOOR 1,980 S.F. UPPER FLOOR 1,980 S.F. BUILDING 'C' LOWER FLOOR 1,280 S.F. MAIN FLOOR 1,320 S.F. UPPER FLOOR 1,320 S.F. UTILITY NOTE LEGAL DESCRIPTION LOT 3, KING COUNTY SHORT PLAT NUMBER 280049 REVISION, RECORDED UNDER RECORDING NUMBER 8110190295, IN KING COUNTY, WASHINGTON, SAID SHORT PLAT BEING A REVISION OF SHORT PLAT RECORDED UNDER RECORDING NUMBER 8009090741, KING COUNTY WASHINGTON. STATISTICAL BREAKDOWN OF PROJECT GROSS SITE AREA: 26,937 S.F. EXISTING 24' ROAD EASEMENT: 5,056 S.F. NEW 3' R.O.W. DEDICATION: 343 S.F. NEW 3' SIDEWALK EASEMENT: 766 S.F. EXISTING ZONING: RM-2400 NET SITE AREA: 26,594 S.F. PARKING STALLS PROVIDED: 20 STALLS IBC CONSTRUC1ION TYPE: GROUP R-3 OCCUPANCY CLASSIFICATION: V-B BASIS OF BEARING STATE PLAT IN VOLUME 41 OF PLATS, PAGE 30 RECORDS OF KING COUNTY. UTILITIES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK GAS: PUGET SOUND ENERGY NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS. LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. NOTES 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. STREET AND AREA LIGHTING IS SHOWN FOR REFERENCE AND SHOULD NOT BE CONSIDERED PRECISE. ACTUAL OUTDOOR LIGHTING DESIGN WILL BE DESIGNED AND PROVIDED BY OTHERS. 4. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS. LEGEND EXISTING DESCRIPTION PROPOSED UTILITY POLE STREET SIGN �- FIRE HYDRANT �S SANITARY SEWER MANHOLE ❑ TELEPHONE RISER ® WATER METER — — — — RIGHT OF WAY LINE EDGE OF PAVEMENT - - PROPERTY LINE - - EASEMENT LINE — — BUILDING SETBACK LINE - - - - - - - - ° CONCRETE .�o�� CONTOURS 'go WOOD FENCE CHAINLINK FENCE C EXTRUDED CURB ASPHALT PAVEMENT PAVEMENT OVERLAY POROUS ASPHALT SAWCUT-------------- ❑ CATCH BASIN ■ OO STORM DRAIN MANHOLE Q■ STORM/SEWER CLEANOUT • STORM LINE SD SD WATER MAIN W W SEWER LINE S S P OVER HEAD POWER LINE c,As GAS ❑o GAS METER 3 LIGHT GUY ANCHOR ZI POWER TRANSFORMER ® POWER METER OS SANITARY SEWER MANHOLE , DECIDUOUS TREE -W CONIFEROUS TREE El TELEPHONE RISER CABLE RISER BOX FIRE HYDRANT ID WATER METER D4 WATER VALVE CLEARING LIMITS iWly­� SILT FENCE x x CALL 48 HOURS BEFORE YOU DIG DIAL 811 FUUUU WUKKS ULFAR I MLN I NRECONSTRUCTION/INSPECTION NOTIFICATION (253) 835-2700 PERMIT N0. 13-103176-00—EN APPROVED OCT I i 20i CITY OF FEDERA 1 DATE rd... IK 34412 �RGJST—.1 AYSjONAL �1 FEDERAL WAY TOWNHOMES A PORTION OF SW 1/4 OF SEC. 16, TWP. 21N, RGE. 4E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON I I I I I I I I I I I I I I I I I I L-------- L------------- J PARCEL NO. 797820166 PARCEL NO. 7978200168 EX. STORM M.H. RIM ELEV.=377.19' IE(N) 372.09', 36"CMP IE(S) 371.84', 36"CMP IE(NW) 372.19', 18"CMP --------------1 I I I PARCEL NO. 7978200184 I I J PARCEL NO. 7978200160 CONCRETE WALK j a1/ I CON Cf�ET �o DRIVEWA° i SHED I \ j� \\ SITE AREA=26,937 S.F. o I \ APPROXIMATE LOCATION I j OF18-6"TO12" j COTTONWOOD TREES�I I PARCEL 0.7978200180 I l Ij o I i ij / J � r r 10' SANITA�Y / SEWER \3) / SANITARY SEWER MANHOLE EASEMENTPER AFN 2� / SANITARY SEWER MANHOLE RIM=370.00 8503140305 RIM=366.29 IE 6" PVC NE=363.95 IE 6" PVC N=358.17 IE 8" PVC E=358.17 IE 8" PVC W=363.80 — — — — IE 8" PVC S=358.04 S 89-13'33" E 79.66' FOUND REBAR AN� CAP, "LS 19635" oll — — — — — — — — — I I I I I I PARCEL NO. 7978200186 I I I I I I Cd Q N GRAPHICSCALE 20 o 20 40 ( IN FEET ) 1 inch = 20 ft BENCH MARK SITE BENCHMARK: NAVD 88 THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH IS 381.78', NAVD 88. VERTICAL DATUM; CONVERTED TO NGVD 29 USING NATIONAL GEODETIC SURVEY (NGS) VERTCON WEBSITE. CONVERSION IS NAVD 88 - 3.55. SITE BENCHMARK: THE TOP OF THE BRASS MONUMENT AT THE INTERSECTION OF SOUTH 333RD STREET AND 24TH AVENUE SOUTH = 378.23' NAVD 29 STATISTICAL BREAKDOWN OF PROJECT GROSS SITE AREA: 26,937 S.F. EXISTING 24' ROAD EASEMENT: 5,056 S.F. NEW 3' R.O.W. DEDICATION: 343 S.F. NEW 3' SIDEWALK EASEMENT: 766 S.F. EXISTING ZONING: RM-2400 NET SITE AREA: ?J-S'F• 4c%� ?Z 1 LA ice". �UND PK NAIL WSDOT RIGHT OF WAY NOTES. ATH FLASHER "LS 5046" 1. AC PAVEMENT AND FENCE ASSOCIATED WITH THE EXISTING PRIVATE DRIVE AND LOCATED WITHIN THE STATE'S RIGHT-OF-WAY FOR INTERSTATE 5 (1-5) MAY BE REMOVED ONLY WITH PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT). NO WORK SHALL OCCUR WITHIN THE 1-5 RIGHT-OF-WAY WITHOUT THE APPROVAL OF WSDOT. 2. ALL WORK SHOWN ON THIS PLAN OR OTHERWISE NECESSARY TO COMPLETE WORK WITHIN WSDOT (INTERSTATE 5) RIGHT-OF-WAY SHALL REQUIRE COORDINATION AND APPROVAL BY WSDOT UNDER SEPARATE PERMIT. OWNER OR CONTRACTOR SHALL SECURE ANY NECESSARY WSDOT PERMITS PRIOR TO WORK WITHIN THE INTERSTATE 5 RIGHT-OF-WAY. 3. COPIES OF ANY WSDOT PERMITS OR APPROVALS SHALL BE PROVIDED TO THE CITY PRIOR TO WORK WITHIN WSDOT RIGHT-OF-WAY. 24' WIDE ROAD EASEMENT PER KING COUNTY SP NO. 280049 CALL 48 HOURS BEFORE YOU DIG DIAL 811 PERMIT N0. 13-103176-00-EN OCT 11 2ru' APPROVED CITY OF FEDERA ''0 ODS K �EGISTEg�� � �10NAL � DATE