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Approved Plans Civil & Landscape Submittal #21-103716-UPSSSSSS7 P.S.3 P.S.10 C.P.S. 6 P.S.6 P.S.5 C.V.H.C.1 P.S.6 P.S.13 P.S.9 P.S.3 P.S.297.87'N 0° 28' 38" W N 89° 50' 01" W545.0'. 546.0'. N 0° 00' 21" W S 89° 51' 26" E297.19'12 P.S. 7 C.P.S.1 P.S.5 C.V.H.C.5 P.S.23RD AVENUE SOUTH ENTRY T T EVEVEV EV EV EV NOT IN SCOPE 2 P.S.2 6 1 1 1 1 2 2 3 3 4 5 5 5 6 7 6 5 6 5 5 6 6 8 10 10 11 12 99 9 14 13 1 15 16 17 AS201 7 AS201 8 EXTERIOR RE-CLADUSE OF DOCUMENTS - ARCHITECTS RESTRICTIVE USEALL DESIGNS AND DRAWINGS WITHIN THESE DOCUMENTS ARETHE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS WEREPREPARED FOR THE EXCLUSIVE USE ON THIS PROJECT. ANYOTHER USE OR COPYING OF THE DESIGNS OR DRAWINGSWITHOUT THE WRITTEN AUTHORIZATION FROM THE ARCHITECT ISPROHIBITED AND VIOLATES COPYRIGHT LAW. ANY ERRORS,OMISSIONS, OR DISCREPANCIES DESCOVERED IN THESEDOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THEARCHITECT, OWNER, AND CONTRACTOR. PROPER INSTRUCTIONSHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY RELATEDWORK. THESE DOCUMENTS SHALL NOT BE USED FORCONSTRUCTION PRIOR TO ISSUANCE OF ALL REQUIRED PERMITSAND ARE VALID ONLY WHEN BEARING THE ORIGINAL SIGNATUREOF THE ARCHITECT.PHOTOCOPY IS VOID2021 BAU MEISTER STUDIO©www.baumeister.studio REVISIONSREMARKSMM/DD/YYREGISTERED ARCHITECT BRIAN K. MEISTER STATE OF WASHINGTON MERIDIAN COURT APARTMENTS31510 23RD AVENUE SOUTHFEDERAL WAY, WA 9800320105198 AS101SITE PLANSCALE:NOTE: ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.1''=30'-0" SITE PLAN 8N SITE PLAN KEYNOTES 1.EXISTING CONCRETE STEPS-ON-GRADE – REPAIR/REPLACE/ADD METAL HANDRAILS AS NECESSARY FOR ALL STEPS HAVING MORE THAN ONE RISER - TYPICAL ALL LOCATIONS. SEE 19/Acc102 AND 15, 16, 17, 18, & 20/Acc103. 2.EXISTING CONCRETE LANDING AT ACCESSIBLE ENTRANCE. FIELD VERIFY EXISTING SLOPES AND CLEARANCES - SEE DETAILS 1, 2, 3, 7, 10, & 11/Acc103. RUNNING SLOPE SHALL NOT EXCEED 1:48 AND CROSS SLOPE SHALL NOW EXCEED 1:48. 3.EXISTING ACCESSIBLE TRASH ENCLOSURE TO REMAIN. 4.EXISTING SITE ENTRANCE SIGNAGE WARNING OF UNAUTHORIZED PARKING – SEE 13 & 14/Acc101. 5.EXISTING ZERO CURB TO ACCESSIBLE PARKING STALLS - SEE 6/AS201. 6.EXISTING ACCESSIBLE PARKING STALLS (8 TOTAL). FIELD VERIFY WITH Acc101 FOR SIGNAGE AND MARKING REQUIREMENTS. SEE DETAIL 6/AS201. 7.EXISTING ACCESSIBLE VAN PARKING STALLS (1 TOTAL). FIELD VERIFY WITH Acc101 FOR SIGNAGE AND MARKING REQUIREMENTS. SEE DETAIL 6/AS201. 8.EXISTING ACCESSIBLE VAN PARKING / NEW EV CHARGING STALL (1 TOTAL). FIELD VERIFY WITH Acc101 FOR SIGNAGE AND MARKING REQUIREMENTS. (CHARGING EQUIPMENT UNDE SEPARATE PERMIT). SEE DETAIL 6 & 14/AS201. 9.NEW EV CHARGING STALLS (5 TOTAL) AT EXISTING PARKING STALLS. (CHARGING EQUIPMENT UNDER SEPARATE PERMIT) SEE DETAIL 14/AS201. 10.NEW RAISED PLANTER BOXES AT COURTYARD. SEE LANDSCAPE DRAWINGS (UNDER SEPARATE PERMIT). 11.NEW LONG TERM, SECURED, COVERED BIKE RACKS. SEE LANDSCAPE DRAWINGS (UNDER SEPARATE PERMIT). 12.NEW ACTIVITY TRAIL. SEE LANDSCAPE DRAWINGS (UNDER SEPARATE PERMIT). 13.NEW SIDEWALK AND CURB RAMP AT ACCESSIBLE PATH OF TRAVEL. SEE CIVIL DRAWINGS (UNDER SEPARATE PERMIT) EXISTING ACCESSIBLE PATH OF TRAVEL – MODIFY EXISTING CONCRETE WALKWAY(S) BY SMOOTHING AND/OR ADDING RAMP TRANSITIONS WHERE REQUIRED, WITH MINIMUM 48-INCH WIDTH MAX. 5% INCLINE, & MAX. 2.1% CROSS SLOPE – SEE ALSO Acc102 FOR RAMPS, TYPICAL. PROPERTY LINE SET-BACK LINE LEGEND 1 BUILDING NUMBER (N) CONCRETE SIDEWALK (N) TRAIL, PERVIOUS SURFACE 14.NEW SIDEWALK AT ACCESSIBLE PATH OF TRAVEL. SEE CIVIL DRAWINGS (UNDER SEPARATE PERMIT) 15.NEW STEP AT RAISED LANDING. 16.REMOVE EXISTING WALKWAY AND PROVIDE NEW TO NEW RAISED LANDING TO PROVIDE ACCESSIBLE PATH OF TRAVEL - RUNNING SLOPE = <1:20 AND CROSS SLOPE = <1:48. 17.REMOVE EXISTING STEPS AND PROVIDE NEW ACCESSIBLE RAMP. SEE SHEET Acc102. 1.REFER TO ACCESSIBILITY REQUIREMENTS, SEE Acc100 SHEETS. 2.THIS SITE PLAN IS NOT A SURVEY. IT IS PROVIDED FOR BUILDING AND SITE WORK LAYOUT ONLY. THE CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, AND SUB-STRUCTURES. WHERE DISCREPANCIES OCCUR, CONTACT ARCHITECT. 3.REPAIR EXTERIOR SLAB CRACKS AS NECESSARY. 4.REMOVE AND REPLACE DETERIORATED PAVING AREAS AS REQUIRED. 5.REMOVE TREE ROOT DAMAGED PAVING AREAS/CONCRETE WALKWAYS/CONCRETE BUILDING RIBBON AND REPLACE TO MATCH EXISTING. 6.SEE BUILDING PLANS FOR LOCATION OF UNITS WITH MOBILITY FEATURES. SEE SHEETS A402 & A407 FOR UNITS WITH MOBILITY FEATURES ACCOMMODATIONS. 7.SEE BUILDING PLANS FOR LOCATION OF UNITS WITH COMMUNICATION FEATURES. SEE SHEET A409 SHEETS FOR UNITS WITH COMMUNICATION FEATURES ACCOMMODATIONS. 8.LABEL ALL STORM DRAINS AND STORM INLETS TO CLEARLY INDICATE WHERE THE DRAIN OR INLET LEADS. SITE NOTES# NO PARKING18'-0"TYP9'-0" TYP 5'-0" (STANDARD STALL) 8'-0" (VAN STALL) NOTE: FOR ASSIGNED ACCESSIBLE PARKING STALLS, SIGNAGE AND MARKING ARE NOT REQUIRED. PROVIDE SIGNAGE AND MARKING AT UN-ASSIGNED OR GUEST ACCESSIBLE PARKING STALLS.2'-6"TYP5 2 5 1 43 7 6 62'-6"MAX2'-6"MAX2 1 7 89 8 UP 11 12 STEP < 7" GRADE DIFFERENCE < 30" UP 10 EXTERIOR RE-CLADUSE OF DOCUMENTS - ARCHITECTS RESTRICTIVE USEALL DESIGNS AND DRAWINGS WITHIN THESE DOCUMENTS ARETHE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS WEREPREPARED FOR THE EXCLUSIVE USE ON THIS PROJECT. ANYOTHER USE OR COPYING OF THE DESIGNS OR DRAWINGSWITHOUT THE WRITTEN AUTHORIZATION FROM THE ARCHITECT ISPROHIBITED AND VIOLATES COPYRIGHT LAW. ANY ERRORS,OMISSIONS, OR DISCREPANCIES DESCOVERED IN THESEDOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THEARCHITECT, OWNER, AND CONTRACTOR. PROPER INSTRUCTIONSHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY RELATEDWORK. THESE DOCUMENTS SHALL NOT BE USED FORCONSTRUCTION PRIOR TO ISSUANCE OF ALL REQUIRED PERMITSAND ARE VALID ONLY WHEN BEARING THE ORIGINAL SIGNATUREOF THE ARCHITECT.PHOTOCOPY IS VOID2021 BAU MEISTER STUDIO©www.baumeister.studio REVISIONSREMARKSMM/DD/YYREGISTERED ARCHITECT BRIAN K. MEISTER STATE OF WASHINGTON MERIDIAN COURT APARTMENTS31510 23RD AVENUE SOUTHFEDERAL WAY, WA 9800320105198 AS201ENLARGED SITEDETAILSENLARGED SITE DETAIL KEYNOTES # 1.EXISTING LANDSCAPING TO REMAIN. 2.EXISTING WALKWAY / SIDEWALK TO REMAIN. VERIFY RUNNING SLOPE DOES NOT EXCEED 1:20 AND CROSS SLOPE DOES NOT EXCEED 1:48. SEE DETAIL 1/Acc102. [ADA-403] 3.EXISTING ACCESSIBLE PARKING STALL - SEE DETAILS 112, 16, & 20/Acc101. RUNNING AND CROSS SLOPES SHALL NOT EXCEED 2.1%. 4.EXISTING VAN ACCESSIBLE PARKING STALL - SEE DETAILS 12, 16, & 20/Acc101. RUNNING AND CROSS SLOPES SHALL NOT EXCEED 2.1%. 5.ACCESSIBLE SIGNAGE AT PARKING STALL - SEE DETAILS 13, 14, & 18/Acc101. 6.ACCESSIBLE PARKING SYMBOL AT PARKING STALL - SEE DETAILS 11/Acc101. 7.EXISTING ASPHALT PAVING. 8.NEW EV CHARGING EQUIPMENT LOCATION BETWEEN STALLS. NOTE: CHARGING CORD SHALL NOT CROSS PATH OF TRAVEL. (CHARGING EQUIPMENT UNDER SEPARATE PERMIT) 9.NEW CONCRETE PAD FOR EV CHARGING EQUIPMENT WHEN LOCATED INSIDE A PLANTER. 10.NEW ACCESSIBLE RAMP. RUNNING SLOPE SHALL NOT EXCEED 1:12 AND CROSS SLOPE SHALL NOT EXCEED 1:48. SEE DETAILS 5, 14, 15, 16, & 18/Acc102. 11.NEW ACCESSIBLE WALKWAY. RUNNING SLOPE SHALL NOT EXCEED 1:20 AND CROSS SLOPE SHALL NOT EXCEED 1:48. SEE DETAILS 1/Acc102. 12.CONTRACTOR TO PROVIDE 42" HIGH GUARDRAIL ALONG WALKWAY WHERE ADJACENT GRADE IS GRATER THAN 30" IN HEIGHT DIFFERENCE. SCALE:NOTE: ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.1/4"=1'-0" TYPICAL ELECTRICAL VEHICLE PARKING STALLS 14 SCALE:NOTE: ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.1/4"=1'-0" TYPICAL ACCESSIBLE PARKING STALLS 6 SCALE:NOTE: ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.1/4"=1'-0" WALKWAY FROM P.R.O.W.8 SCALE:NOTE: ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.1/4"=1'-0" ACCESSIBLE RAMP 7 Xref \\192.168.0.14\Work\Carrillo+Tenorio\004 - BAU\006 - Meridian Court\ARCH\buildings\existing building 1- 2 & 3 plan - 1st floor.dwg Xref \\192.168 . 0 . 1 4 \ W o r k \ C a r r i l l o + T e n o r i o \ 0 0 4 - B A U \ 0 0 6 - M e r i d i a n C o u r t \ A R C H \ b u i l d i n g s \ e x i s t i n g b u i l d i n g 1 - 2 & 3 p l a n - 1 s t f l o o r . d w g Xref \\192.168.0.14\Work\Carrillo+Tenorio\004 - BAU\006 - Meridian Court\ARCH\buildings\existing building 1- 2 & 3 plan - 1st floor.dwg PacificDesign, LLCEngineeringPlanning ConsultantsCivil Engineering and Xref \\192.168.0.14\Work\Carrillo+Tenorio\004 - BAU \ 0 0 6 - M e r i d i a n C o u r t \ A R C H \ b u i l d i n g s \ e x i s t i n g b u i l d i n g 1 - 2 & 3 p l a n - 1 s t f l o o r . d w g PacificDesign, LLCEngineeringPlanning ConsultantsCivil Engineering and 23 RD AVENUE SOUTH 8" DF 8" AL 6" PR 8" PR 8" PR 8" PR 6" PR 8" PR VMPL VMPL VMPL 12" LP 12" LP 16" LP 4" MPL VMPL VMPL 6" MPL AL 16" LP 8" CP WWWWTSDSDSDSDSD SD SD SD SD SD SD SD 6" SV (MS) 6" SV (MS) 4" SV 5" SV (MS) 5" SV (MS) 6" SV (MS) 6" SV (MS) PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATEO F W ASHIN G TONL A N DSCAPE AR C H IT E C TPROJ. MGR.: PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATEO F W ASHIN G TONL A N DSCAPE AR C H IT E C TPROJ. MGR.: 5 100 20' BUILDING 2 SEE A/L1.2 FOR BUILDING 1 COURTYARD ENLARGEMENT SEE B/L1.2 FOR BUILDING 2 COURTYARD ENLARGEMENT SEE C/L1.2 FOR BUILDING 2 BIKE PARKING ENLARGEMENT MAIN ENTRY BUILDING 1 L1.1 LA20-306 L1.X DR CP LANDSCAPE SITE PLAN PROPERTY LINE 5' REAR SETBACK 15' REAR LANDSCAPE BUFFER EXISTING WETLAND 8" PR AD AD 4" MPL VMPL VMPL 6" MPLSDSDAD AD 4" MPL 4" MPL 6" MPL VMPL VMPL VMPL 6" PR 6" MPLSDSDAD PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATEO F W ASHIN G TONL A N DSCAPE AR C H IT E C TPROJ. MGR.: PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATEO F W ASHIN G TONL A N DSCAPE AR C H IT E C TPROJ. MGR.: A BUILDING 1 COURTYARD ENLARGEMENT SCALE: 1" = 10' 5 100 20' B BUILDING 2 COURTYARD ENLARGEMENT SCALE: 1" = 10' 5 100 20' EXISTING PAVEMENT TO REMAIN ( EXISTING PLANTING TO REMAIN TYP. ( EXISTING PLANTING TO REMAIN TYP. ( EXISTING PAVEMENT TO REMAIN ( EXISTING PLANTING TO REMAIN TYP. ( EXISTING PLANTING TO REMAIN TYP. ( L1.2 LA20-306 L1.X DR CP SITE PLAN ENLARGEMENTS REMOVE EXISTING FOUNTAIN AND GRAVEL AND REPLACE WITH RAISED CIRCULAR CONCRETE BLOCK PLANTER IN EXISTING 11'± DIAMETER PAVEMENT OPENING PER DETAIL 3/L2.1. SEE SHEET L3.1 FOR PLANT SCHEDULE, PLANTING DETAILS AND NOTES. ( EXISTING PLANTING TO REMAIN TYP. ( 4' TYP.4' TYP.4' TYP. 4' 2' TYP.4' TYP.4' TYP. 2' TYP. 4' GARDEN PLANTERS, 10 PAIRS, SEE SPECIFICATION THIS SHEET. SEE LANDSCAPE NOTES ON SHEET L3.1 FOR SOIL REQUIREMENTS.(( SPECIFICATIONS: 1.GARDEN PLANTERS: 2'WX8'LX2'H GALV. WATER TROUGHS, BEHLEN BOUNTRY 228 GALV. ROUND END TANK, MODEL NO. 50130058, OR APPROVED EQUAL. 2.YARD HYDRANT: ·FREEZELESS, ADJUSTABLE FLOW, 2' BURIAL DEPTH, 1" GALV. STEEL PIPE CASING, 3/4" FPT INLET AND OUTLET, AUTOMATIC DRAIN, 1/8" N.P.T DRAIN HOLE, 125 PSI MAX. WORKING PRESSURE. WOODFORD Y34-2 OR APPROVED EQUAL. ·MOUNT PIPE TO 4X4 PT FIR POST EMBEDDED IN CONC. FOOTING WITH (2) GALV. PIPE STRAPS. ·PROVIDE 8" DEPTH X 18" SQUARE 3/4" DRAIN ROCK SUMP INSIDE 2X6 PT FIR BOX FLUSH WITH GRADE BENEATH HYDRANT OUTLET. ·PROVIDE OWNER-APPROVED GARDEN HOSE HANGER MOUNTED TO 4X4 POST. ·COORDINATE WATER POINT OF CONNECTION WITH OWNER. YARD HYDRANT SEE SPECIFICATION THIS SHEET, CONFIRM LOCATION AND QUANTITY WITH OWNER( YARD HYDRANT SEE SPECIFICATION THIS SHEET, CONFIRM LOCATION AND QUANTITY WITH OWNER( GARDEN PLANTERS, 10 PAIRS, SEE SPECIFICATION THIS SHEET. SEE LANDSCAPE NOTES ON SHEET L3.1 FOR SOIL REQUIREMENTS.(( REMOVE EXISTING FOUNTAIN AND GRAVEL AND REPLACE WITH RAISED CIRCULAR CONCRETE BLOCK PLANTER IN EXISTING 11'± DIAMETER PAVEMENT OPENING PER DETAIL 3/L2.1. SEE SHEET L3.1 FOR PLANT SCHEDULE, PLANTING DETAILS AND NOTES. ( C BUILDING 2 BIKE PARKING ENLARGEMENT SCALE: 1/8" = 1'-0" 4 80 16' DEMO & TREE REMOVAL PLAN( BUILDING FACE ( CONC. BLOCK RETAINING WALL, FIELD VERIFY REQUIRED HEIGHT BASED ON EXIST. GRADES RELOCATED AREA DRAIN REMOVE TREES( TWO-TIER BIKE RACKS FOR 20 BIKES, SEE DETAILS 1 & 2/L2.1 NEW 4" DEPTH CONCRETE PAVEMENT, SLOPE TOWARD AREA DRAIN AT 2% MAX., BROOM FINISH BIKE SHELTER, SEE DETAIL 1/L2.1 MEET AND MATCH EX. CONCRETE PAVEMENT ( SHELTER POST ON 18" SQ.X12" DEEP CONC. FOOTING, TYP. 8'-2"17'-2"2'-6"3'-10" EXIST. CONC. PATIO EXIST. CONC. PATIO EXISTING AREA DRAIN, ADJUST LOCATION AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS 5' TOP OF SLOPE, TYP.6" 13' 6'-6"℄EXISTING DRIVEWAYBOTTOM OF ACCESS DRIVE SLOPE BOTTOM OF ACCESS DRIVE SLOPE (APPROX.) SLOPING ACCESS DRIVE TO COURTYARDSLOPING ACCESS DRIVE TO COURTYARD LAYOUT PLAN( 11'± DIA. EXIST. PAVEMENT OPENING6"1'-6"3"1' 1'-3"UNDISTURBED OR COMPACTED SUBGRADE CYPRESS STONE BLOCK TAPERED UNIT, TYP., 6"H X 8"W X 12"D 3" DEPTH MULCH CYPRESS STONE REVERS-A-CAP UNIT, SECURE WITH CONCRETE ADHESIVE FILTER FABRIC BEHIND WALL AND AROUND CRUSHED ROCK BASE, TYP. EX. CONC. PAVING 4" DEPTH COMPACTED 5 8" MINUS CRUSHED ROCK BASE 1/2" PER FT.1/2" PER FT. EX. CONC. PAVING NOTE: CONC. BLOCK WALL SHALL BE CYPRESS STONE BY MUTUAL MATERIALS, COLOR: CASCADE BLEND. WWW.MUTUALMATERIALS.COM L2.1 20-306 L2.X DR CP SITE DETAILS 3 COURTYARD CONC. BLOCK PLANTER SCALE: 1" = 1'-0" 2 BICYCLE RACK NOT TO SCALE 1 BICYCLE STORAGE SHELTER SCALE: 1" = 4'-0" PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATE O F W ASHI N GTONL A N DSCAPE AR C H IT E C TPROJ. MGR.: NOTES: 1.SHELTER IS SIZED TO ACCOMMODATE A TOTAL OF (5) CYCLESAFE QUAD HI-DENSITY BIKE RACKS @ 4 BIKES EACH FOR A TOTAL OF 20 BIKES. PLACE (2) QUADS UNDER 2-CANOPY SECTION AND (3) QUADS UNDER 3-CANOPY SECTION. 1.CANOPY UNIT SHALL BE STANDARD SANDSTONE COLOR, RAL 1019. 2.FRAME SHALL BE SURFACE MOUNT WITH STANDARD TAUPE COLOR. 3.DO NOT INCLUDE SIDE PANELS. NOTES: 1.BIKE RACKS SHALL BE CYCLESAFE QUAD HI-DENSITY RACKS, SILVER POWDERCOAT STEEL WITH EXTRUDED PVC CHANNELS, MOUNT PER MANUF'S RECOMMENDATIONS. 2.SPACE RACKS PER MANUFACTURER'S RECOMMENDATIONS. CYPRESS STONE WALL, SEE DETAIL 4/L2.1 (SIM.) 4" CONC. PAVEMENT BEYOND TOP OF WALL BEYOND CYPRESS STONE WALL, HEIGHT VARIES, STEP TO FOLLOW EXISTING GRADE, SEE DETAIL 4/L2.1 (SIM.) EXISTING GRADE 8' HIGH CHAIN LINK FENCE, SEE NOTES BIKE SHELTER, SEE DETAIL 1/L2.1 6' HIGH CHAIN LINK GATE FACING SOUTH FACE OF BUILDING BEYOND FACE OF BUILDING/ BUILDING CORNER BEYOND 4" CONC. PAVEMENT, SLOPE TO DRAIN AT 2% MAX., 1% MIN., BROOM FINISH 2" DEPTH 5/8" MINUS CR. ROCK, PLATE COMPACTED INSTALL QUAD HI-DENSITY BIKE RACKS (NOT SHOWN) PER DETAIL 2/L2.1 BENEATH SHELTERACCESS AISLE SPECIFICATIONS: 1.CHAIN LINK FENCE AND GATE ·TERMINAL/CORNER/GATE POSTS: 2.875" O.D. SCH 40 GALV. STEEL PIPE PER ASTM F1043 W/ DOME CAPS PER ASTM F626 ·LINE POSTS: 2.375" O.D. SCH 40 GALV. STEEL PIPE PER ASTM F1043 W/ LOOP CAPS PER ASTM F626, 10' MAX. SPACING ·TOP AND BRACE RAILS: 1-5/8" O.D. SCH 40 GALV. STEEL PIPE PER ASTM F1043 ·BOTTOM TENSION WIRE: 7 GA. ZINC COATED STEEL PER ASTM A824 ·TENSION AND BRACE BANDS: 12 GA., 3/4" MIN. WIDTH, ZINC-COATED STEEL ·TENSION BARS: PER ASTM F626, ZINC-COATED STEEL, ONE-PIECE LENGTH 2" LESS THAN FABRIC HEIGHT, MIN. CROSS SECTION OF 3/16" X 3/4" ·CHAIN LINK FABRIC: 2" SQ., 9 GA., ZINC-COATED PER ASTM A392, KNUCKLE SELVAGE TOP, TWIST SELVAGE BOTTOM ·TIE WIRE AND HOG RINGS: 9 GA. ZINC-COATED STEEL WIRE PER ASTM F626 ·FINISH: GALVANIZED, ALL COMPONENTS ·GATE DIMENSIONS: 6' HIGH X 36" WIDE W/ 2' HIGH CHAIN LINK FABRIC INFILL ABOVE ·GATE LATCH AND ACCESS CONTROL MECHANISM PER OWNER REQUIREMENTS ·POST FOOTINGS: CLASS 3000 CONCRETE, 12" DIA. X 3' DEEP MIN. 2.CONCRETE BLOCK WALL: CYPRESS STONE W/COPING UNIT CAP BY MUTUAL MATERIALS, SEE DETAIL 4/L2.1 (SIM.). 3.CONCRETE PAVEMENT: CONCRETE SHALL BE CLASS 3000 PORTLAND CEMENT PER WSDOT SPEC. 6-02.3(2), 3000 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS, 5-1/2" MAX. SLUMP, AIR-ENTRAINED WITH 4.5-7.5% AIR CONTENT, ADMIXTURES AS APPROVED BY OWNER. NATURAL GRAY COLOR, BROOM FINISH. 4.BIKE SHELTER AND RACKS: SEE DETAILS 1 & 2/L2.1 EXISTING CURB TOP RAIL BRACE RAIL LINE POST CORNER POST CHAIN LINK FABRIC CYPRESS STONE WALL, HEIGHT VARIES, STEP TO FOLLOW EXISTING GRADE, SEE SECTION A FOR SPECIFICATIONS AND DETAIL 4/L2.1 (SIM.) 4" HDPE PERF PIPE, CONNECT TO AREA DRAIN DRAINAGE AGGREGATE WRAPPED IN FILTER FABRIC EXISTING GRADE 4" CONC. PAVEMENT, SLOPE TO DRAIN AT 2% MAX., 1% MIN., SEE SECTION A FOR SPECIFICATIONS 2" DEPTH 5/8" MINUS CR. ROCK, PLATE COMPACTED AREA DRAIN, RELOCATE AND RECONNECT, SEE PLAN LAYOUT 8' HIGH CHAIN LINK FENCE, SEE SECTION A FOR SPECIFICATIONS BIKE SHELTER, SEE DETAIL 1/L2.1 TOP OF WALL BEYOND FACE OF BUILDING AT SECTION LINE FACE OF BUILDING BEYOND 4" MAX. GAP COMPACTED SUBGRADE INSTALL QUAD HI-DENSITY BIKE RACKS (NOT SHOWN) PER DETAIL 2/L2.1 BENEATH SHELTERACCESS AISLE EXISTING CURB TOP RAIL BRACE RAIL TERMINAL POST CORNER POST CHAIN LINK FABRIC NOTE: SEE SECTION A, THIS SHEET, FOR SPECIFICATIONS. CONCRETE AT POSTS SHALL BE 12" DEPTH X 18" SQUARE W/ #4 TIES TOP AND BOTTOM L2.2 20-306 L2.X DR CP SITE DETAILS A BICYCLE STORAGE AREA SECTION SCALE: 1/2" = 1'-0" PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATE O F W ASHI N GTONL A N DSCAPE AR C H IT E C TPROJ. MGR.: B BICYCLE STORAGE AREA SECTION SCALE: 1/2" = 1'-0" PLANT SCHEDULE L3.1 20-306 L3.X DR CP LANDSCAPE DETAILS, NOTES, AND SCHEDULE PROJECT #: DRAWN BY: FILE NAME: PERMIT SET Issue Dates Rev.Desc.Date COPYRIGHT: USE OF THIS DRAWING WITHOUT AUTHORIZATION OF BLUELINE IS PROHIBITED WITHOUTTHEIR WRITTEN CONSENT. © 20215355 MIRA SORRENTO PLACE, SUITE 100SAN DIEGO, CA 92121OWNER APPLICANT:FAIRFIELD RESIDENTIAL31420 23RD AVE SFEDERAL WAY , WA 98003MERIDIAN COURT SENIOR HOUSING RENOVATIONSITE ADDRESS:15200 52nd Avenue South, Suite 210, Tukwila, WA 98188 P: 206.204.0507 WWW.THEBLUELINEGROUP.COM C H R IS D. PETERSE N N O. 570 EXP. 10/0 6 /2 0 21STATE O F W ASHI N GTONL A N DSCAPE AR C H IT E C TPROJ. MGR.: 2-3 TIMES ROOTBALL DIA. NOTES: 1.TREE STAKES TO BE VERTICAL, PARALLEL, EVEN-TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. PLACE FOR LOCAL WIND CONDITIONS. 2.PLANT TREE SO TOP OF ROOT CROWN IS 2" HIGHER THAN ADJACENT GRADE WITH TRUNK FLARE JUST ABOVE SOIL LINE. REMOVE TWINE AND CORD FROM TREE TRUNK EXISTING SUBGRADE TRUNK FLARE FINISH GRADE 'ARBOR TIE' OR APPROVED EQUAL TREE TIES 8-FOOT X 2" DIAMETER WOOD TREE STAKES, 2 PER TREE, JASPER OR EQUAL 2"-3" DEPTH MEDIUM BARK MULCH, FEATHER DEPTH TO TRUNK, MULCH SHALL NOT CONTACT TRUNK 2" WATERING BASIN SURROUNDING TREE PULL BURLAP OFF TOP 1/3 OF ROOTBALL BACKFILL WITH NATIVE AMENDED SOIL OR 3:1 NATIVE SOIL/COMPOST MIX SCARIFY PLANTING PIT SIDES, SLOPE SIDES AT 1H:3V SET ROOTBALL ON MOUND OF UNDISTURBED BASE 2 TIMES ROOTBALL DIA. NOTE: PLANT TREE SO TOP OF ROOT CROWN IS 1" HIGHER THAN ADJACENT GRADE. REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER-GROWN PLANTS PRIOR TO BACKFILLING. 2"-3" DEPTH BARK MULCH, FEATHER DEPTH TO STEM, MULCH SHALL NOT CONTACT STEM 2" WATERING BASIN SURROUNDING PLANT BACKFILL WITH NATIVE AMENDED SOIL OR 3:1 NATIVE SOIL/COMPOST MIX SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF UNDISTURBED SOIL FINISH GRADE DECIDUOUS TREE PLANTING1 SHRUB PLANTING2 LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. FINISH GRADE OF MULCHED LANDSCAPE AREAS SHALL BE GRADED TO 1/2" MAX. BELOW CONCRETE OR OTHER PAVED SURFACES. ALL AREAS LEFT UNPLANTED SHALL BE DRESSED WITH 3" DEPTH BARK MULCH. 9.BARK MULCH SHALL BE 10.IMPORT TOPSOIL FOR RAISED PLANTERS SHALL CONSIST OF APPROX. 33-50% COMPOST AND 50-65% SAND OR SANDY LOAM AND MEET THE FOLLOWING SPECIFICATIONS: ORGANIC MATTER (DRY WEIGHT):15-20% CONDUCTIVITY (MMHS/CM):<3 pH:6.0-7.5 CEC:>10 meg/100g USDA TEXTURE:SANDY LOAM WAC METALS:PASS (CEDAR GROVE 3-WAY TOPSOIL AND PACIFIC TOPSOILS 3-WAY TOPSOIL ARE APPROVED PRODUCTS MEETING THIS SPEC.) 11.FIRST TWO-INCH LIFT OF TOPSOIL IN PROPOSED PLANTING AREAS SHALL BE THOROUGHLY MIXED INTO EXISTING SUBSOIL TO A 4" MIN. DEPTH. 12.GARDEN PLOTS SHALL RECEIVE 12-INCH COMPACTED DEPTH APPROVED POTTING SOIL OVER APPROVED LIGHTWEIGHT FILL SUCH AS FOAM BLOCKS TO MINIMIZE PLANTER WEIGHT. (CEDAR GROVE VEGETABLE GARDEN MIX AND PACIFIC TOPSOILS SPECIAL GARDEN MIX ARE APPROVED PRODUCTS.) LANDSCAPE NOTES: