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13-102743555051,001,E 510.55, ADA SITE PLAN KEYNOTES GENERALNOTES - - - - - - - - - - - - - - - - - - 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT d - _-- -. MINED T❑ ALLOW THE MOST AD OI INSTALL A 44" MINIMUM WIDE ACCESSIBLE ROUTE TO THE PUBLIC RIGHT OF WAY AS SHOWN LOCATIONS SHALL BE DETER FOR ECON❑MICAL INSTALLATION t s m e ' 0. v d w PROVIDE CONCRETE SIDEWALK AS SHOWN WITH A MAX 50� SLOPE IN THE DIRECTION OF SS AIL 8/5VI 1/501. VIDE NEA INE Q V .. ry � _ � .. w .� w .; ,. � � � CURB �RAMPS A5 SHOWN 4�PER DETAIL �i SDI�TENSURE A MAXIIMUM 8%pS�LOPE N THE 2. COVENANT EASEMENT AREA , , 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES }� DIRECTION OF TRAVEL 4 A MAXIMUM 1.5% OR055 SLOPE. ENSURE A 5 X5 LANDING FOR EXISTING RETENTION DITCH W y „ TO DETERMINE EXACT PINT OF SERVICE CONNECTION AT EXISTING DOOR CLEARANCES AT ALL EXTERIOR DOORS. PROVIDE MINIMUM 5-0DEEP X FULL RAMP UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING �. V � �, ., . � � � . . � � .� � � � d LANDING, WIT PE IN ALL DIRECTIONS PROVIDE DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND z , O N d d e DETECTABLE WARNINGS AT THE BOTTOM OFTHERAMP FOR FULL LANDING WIDTH X 24" DEEP, CIRCUITING. ,, w 44" M DE GR055WALK WITH 5% MAX. OE IN DIRECTION y _ OF TRAVEL 4 1.5% MAX. GR055 SLOPE. PER DETAIL g/SDI PROVIDE IN WI 5L 8°5�' " E 3• AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH w .. •, V � .- - - --- --- - - FINISH WALK ,• - .._ -- -- --- _ - - _ _ _ E _ - ._: _ _..__.f AD- 2 RELOCATE ACCE551BLE PARKING STALLS AS SHOWN. PROVIDE A qb" MIN. WIDE ACCE55 PAVEMENT: K w i q,-0„ -> 5 243.0 FFiQ / AISLE BETWEEN ab" MIN. WIDE ACCESSIBLE STALLS. PATCH/ REPAIR/ REGRADE ASPHALT A5 ...... d �% TYP. 21 _ . ` _ NECESSARY TO ENSURE A 1.5SK MAX SLOPE IN ALL DIRECTIONS AT THE ACCESSIBLE PARKING r STALLS 4 ACCESS AISLE. ENSURE THERE 15 NO ABRUPT TRANSITION TO THE ADJACENT / w " 21 5 L5 ® q' O" v J PARKING AREAS. RELOCATE EXISTING/ INSTALL NEW ACCESSIBLE STALL 51GNA6E (TYP. O 2 j� T - " , %, W - I VAN STALL) TO THE NEW ACCESSIBLE PARKING STALLS. LOCATE "VAN ACCESSIBLE" LU 5 � 516NA6E AT STALL ADJACENT TO ACCESS AISLE ON PASSENGER SIDE MOUNT ACCESSIBLE / STALL 51GNA6E PER DETAIL 6/5DI. PROVIDE ACCESSIBLE STALL SYMBOL AT EACH STALL ' P• PER 4/5D1. PROVIDE NEW INLINE CURB RAMPS A5 SHOWN 4 PER DETAIL l/5DI. ENSURE A 3 2 8 STALLS ®a'-O" q'-O" 8'-O" a'-o" 4 STALLS ®q'-O" MAXIMUM 8% SLOPE IN THE DIRECTION O TRAVEL 4 A MAXIMUM 1.5% OR055 SLOPE. DTI.O DTI.O, J PROVIDE MINIMUM 5'-0" DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDINGS, WITH A MAXIMUM 13% SLOPE IN ALL DIRECTIONS. PROVIDE DETECTABLE WARNINGS AT THE BOTTOM LANDING O--------------------- ------------------------� X 4"'` O FOR THE FULL LANDING WIDTH 2 DEEP, PER DETAIL q/5DI. REMOVE EXISTING RAMP 4 O 3 - /fy i .' �> EXTEND SIDEWALK A5 SHOWN. m 5P- OI �l D SP If' AD-06 f m/b0 /!dy O a'-O" . Vo fee �� REMEDIATION OCCURS IN AD-o2 " SP-08 �i/di0 5P 2 (Np �' (4 AD-01 AD-04 REMEDIATION OCCURS IN AD-OI _s O I 5P-10 AD- 2 I% URS IN REMEDIATIONOGG - 5P-03 ill W w w :. ' d ,',• .,o AD-O6 REMOVE ALL EXISTING 51DEWALK5 AND INSTALL NEW WITH A 5LIP-RE515TANT BROOM FINISH. `:: 0 W t d PROVIDE A MAX. 5.05'i SLOPE IN THE DIRECTION OF TRAVEL AND A MAX. 1.5� OR055 SLOE. <: 5P-Og w w w w / O. I � •:' � ® .. 4A , :� ., , � / � AT EACH DOOR, PROVIDE A 5'X5' LANDING WITH A MAX. 1.5S�i SLOPE IN ALL DIRECTIONS. - 5'-O"LANDSGAPE O, I • ''... • B / I a % 1/4" OR 1/2" WI AD 07 (� �� '' O SP-05 - 5P-18 EXISTING ,' i �. AD-O6 '► / � ENSURE THERE 15 NO CHANGE IN LEVEL GREATER THAN TH A BEVEL SEE BUFFER ` S ° 51 -02 I .w W W y' y w W w W W W W W , O ., �. ` DETAIL 6/5DI. , r ? I + • w w w w w / ' MCDONALD'S O' , ` P ! �,}}y ,'• I RESTAURANT , r ' SP-01 �J AD-Oi RECONFIGURE THE EXTERIOR RAMP To THE PUBLIC, RIGHT OF WAY WITH A MIN. 56 CLEAR WIDTH BETWEEN HANDRAILS. ENSURE A MAX. 8.0% SLOPE IN THE DIRECTION OF TRAVEL AND 5P-14 12,945 SQ. FT. (EXIST.) a 4 `', �� A MAX. 1.5� GRO55 SLOPE. INSTALL HANDRAILS AT BOTH SIDES OF RAMP PER DETAILS ' ' w w "• • a •. % s. ; i f'' 14/5DI 4 15/5DI. ENSURE HANDRAILS EXTEND 12" MIN. IN THE DIRECTION OF TRAVEL AT BOTH' . _ +784 SQ. FT. (NEVI 5P-04 '-�- � t THE TOP 4 BOTTOM OF RAMP, BEYOND THE EDGE O THE RAMP. ENSURE TOP 4 BOTTOM " I `• i 3,729 SQ. FT. (TOTAL) Or " �� LANDINGS AT RAMPS ARE FULL RAMP WIDTH X 5'-0" DEEP 4 PROVIDE A MAX. 1.5% SLOPE IN 1 w (, 1 5P-O6 > . `. ' SP-O'i I SP-02 / w I / ALL DIRECTIONS. A LANDING 15 REQUIRED FOR EACH 50 INCHES OF RISE. VERIFY TOTAL LENGTH OF RAMPS WITH SITE CONDITIONS. q I 5P-IS RE O �65'-O„ I , 43-10 �, . r aT W/C B 2B : (EXIST) N----------------------------------------------' i F / 5P-13 ,� SP-0I / , PAVING SPECIFICATION i j �` (MINIMUM 3 TOTAL COMPACTED ASPHALT THICKNESS) ,. ui a - y ...... ................... ..... ...... ....... _ { t : Jc SIGN LEGEND AN S 88°3't'00" E Ia5.23' , ,r 5P-I� ! { O t� "WELCOME" GATEWAY SIGN (I NEW) NOTE, McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION a_ TEST AND/OR A CORE SAMPLE, IF TESTS PROVE CORRECT, PER ABOVE SP-Ib W Y /t SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, I� t � 1 y OB CUSTOMER ORDER DISPLAY W/ INTEGRAL CANOPY (G.O.D) (2 NEW) OTHERWISE, G.C. WILL BE CHARGED, mc p ryq� OG OPO MENU BOARD (2 NEW) LOT LIGHTING RECOMMENDATION •� 'n i (1� Op PRE -SELL BOARD (I NEW) EXISTING LOT LIGHTS TO REMAIN: VERIFY WITH McDONALD'S CONSTRUCTION C �r O ANY LANE, ANYTIME" BOLLARD (I NE►AI) MANAGER IF CLEAN/RELAMP OR NO WORK DURING THIS PROJECT. F° / O "PULL FORWARD" SIGN (2 NEW) a_ _j U L r ° N 7 ° ° y N D '% aav & U-L amu� ��vv L v a o a� v° 2 / SITE PLAN PARKING INF❑RMATI❑N o 0):;,- 0 � 0 0 3o� N SCALE: I"= 20' SITE PLAN KEYNOTES °°N�a��a TOTAL 2 ADA 9'-0" X 19'-6" SPACES 0 90' .n v ° c a N 0 5 10 20 40FT. SPACES w_ o °' SP-OI NEW PARKING LOT 4 DRIVE-THRU STRIPING A5 SHOWN. SEE SHEET 5DI FOR DETAILS. PAINT 45 9'-0" X 19'-6" SPACES 0 90' O 0 Oc -v° / AT PARKING LOT TO BE (2) GOATS TRAFFIC WHITE; PAINT AT DRIVE-THRU TO BE (2) GOATS 47 - -� c ° / TRAFFIC BID T: SEALCOAT EXI5TING ASPHALT TO REMAIN AID RESTRIPE s s ° ° °c LEGEND �=La�° ovc°i�•rnoo 5P-02 PATCH 4 REPAIR EXISTING/ PROVIDE NEW LANDSCAPING TO MATCH ADJACENT 4 MEET ° 080 ox ,°�_' ° EXI5TIN6 CONCRETE CURBING TO REMAIN/ REPAIR JURISDICTION REQUIREMENTS. ENSURE PLANTINC75 WILL NOT INHIBIT VIEW OF DRIVE-THRU o _j ° �' L L_ � � � o SIGNAGE FROM CUSTOMERS. NEW CONCRETE CURBING 5P-03 REMOVE EXISTING AND INSTALL NEW GATEWAY SIGN PACKAGE FOR DRIVE-THRU. SEE DETAIL ° �' ° aci c ° / -- - EXISTING CONSTRUCTION TO BE DEMOLISHED 8/DTI2 4 SIGN LEGEND, THIS PAGE, FOR MORE INFORMATION. VERIFY EXACT PLACEMENT O UTILITY INFORMATION N ° c „ 'o (A- C�= o N V C SITE WITH MCDONALD'S PROJECT MANAGER FOR GREATEST LINE O SIGHT FROM 517E SIZE TYPE LOCATION o s ° °' 1- T E NEW STRIPING ENTRANCE. o C. g m� o a SANITARY SEWER EXISTING o ° v_, L ° o 5P-04 REMOVE EXISTING MENU BOARD 4 INSTALL (2) NEW OPO MENU BOARDS A5 SHOWN AND PER o, ° c t o ° o .° EXI5TING STRIPING To REMAIN DETAIL 10/DTI.I. SEE DETAIL 51DTI.O FOR EXACT LOCATIONS 4 DETAIL IO/DTI.I. LOCATE WATER EXISTING 3 L c °' 3 a o UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTINGS AND VERIFY FOOTING WILL NOT STORM SEWER EXISTING ®� �; ° ° o ° CONFLICT. i. C �-' °' '-'o `o c / w EXISTING LANDSCAPING TO REMAIN ,x- °, ° _ ; � °, o 0 ELECTRIC EXISTING o 5P-05 INSTALL (2) NEW CUSTOMER ORDER DISPLAY UNITS WITH INTEGRAL CANOPY AS SHOWN PER :Dw t 0 •- o o a� s / NEA LAND50ApIN6 DETAIL 6/DTI.2. SEE DETAIL 5/DTI.O FOR EXACT LOCATIONS. LOCATE EXI5TING UTILITIES GAS EXISTING c . v W W PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTINGS. SURVEY INF❑RMATI❑N EXISTING CONCRETE TO REMAIN SP-Ob INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS 4 AT EXISTING BOOTH LOCATIONS (OPTIONAL) PER 18/0TI.I. PATCH 4 REPAIR CONCRETE PAD AS NECESSARY. • NEW CONCRETE 5P-O'i PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION; EXACT LOCATION TO BE ~ COORDINATED WITH MCDONALD'S CONSTRUCTION MANAGER. PROVIDE 2" CONDUIT TO GASH � F' r -- - - - - - - - - - - am- P� VAL a #, .. BOOTH JUNCTION BOX. CONNECT TO ELECTRICAL 4 DATA SYSTEMS AS NECESSARY. Palwt Ni1411�1�[' i 3_ .. OZ. -'O a VICINITY MAP N.T.S.(N) ® EXISTING CATCH BASIN SP-08 RELOCATE EXISTING LIGHT POLE TO LOCATION OUT5IDE OF NEW DRIVE-THRU LANES. EXTEND/ ■ NEW CATCH BA51N RECONNECT TO EXISTING ELECTRICAL A5 REQUIRED. REFER TO DETAIL 18/SDI.Dft- EXISTING LOT LIGHT 5P-Oq REMOVE EXI5TING CONCRETE DRIVE-THRU LANE, ASPHALT, CURBING 4 LANDSCAPING TO>- 5 260TH ST. EXTENT NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. INSTALL NEW ASPHALT PAVING,------ ob NEW LOT LIGHT-D14VlSVd C,X ti.i CONCRETE GUR55 AND CONCRETE DRIVE-THRU PAD AS SHOWN 4 PER DETAILS ON SHEET DTI.I. L 5 SLOPE NEW DRIVE-THRU PAD TO EXI5TING CATCH BASIN. VERIFY EXACT EXTENT OF NEW i! N PROJECT DATA CONCRETE DRIVE-THRU PAD WITH MCDONALD'S CONSTRUCTION MANAGER. ! zW rn �n' l..l... n.... � ,1 Q s 5P-10 "ANY LANE ANYTIME" BOLLARD PER SIGN MANUFACTURER. ;.',� PLAN SCALE1 1 = 20 517E AREA: 42,861 S.F. O ' V �\U SP-II INSTALL NEW PRE -SELL BOARD PER DETAIL 12/DTI.I. SEE 5/DTI.O FOR EXACT LOCATION.; 5, u' u EXISTING PARKING: 45 STALLS 5P-12 DESIGNATED PULL FORWARD PARKING STALLS AND 51GNAGE PER MCDONALD'S STANDARDS. STREET ADDRESS l l ! ins I Q� STRIPING To BE (2) LAYERS TRAFFIC, YELLOW. 27515 PACIFIC H W Y SOUTH ' � t: 5 272ND 5T. PARKING REQUIRED: I STALL / 80 50. FT. = 41 STALLS r o SP-13 APPROXIMATE LINE OF EXISTING TO NEW CONCRETE DRIVE-THRU LANE. VERIFY WITH U 517E BASED ON 3,72g 5Q. FT. MCDONALD'S CONSTRUCTION MANAGER PRIOR TO BID IF REMAINING EXTENT OF DRIVE-THRU CITY STATE z t.........{ i si til PUGET SOUND LANE TO BE REMOVED AND REPOURED. FEDERAL WAY W A -� ` r'' PARKING PROVIDED: 41 STALLS r , D x O SP-14 RELOCATE EXISTING GAS METER ASSEMBLY A5 NECESSARY TO ACCOMMODATE DEMOLITION 4 j � �:• �- �?' n AGGE551BLE REQUIRED: 2 STALLS (BASED ON 41 STALLS PROVIDED) NEW CONSTRUCTION. RECONNECT TO SERVICE 4 BUILDING AS REQUIRED. COORDINATE WORK COUNTY °' °I :� z ; 5 27gTH 5T. co ACCESSIBLE PROVIDED: 2 STALLS WITH GA5 UTILITY COMPANY. KING JUN 2" U z Lh 2013 REMOVE EXISTING TRASH CORRAL 4 51TE CONSTRUCTION A5 NECESSARY FOR NEW"} t t� ZONING: BG (COMMUNITY BUSINESS) CONSTRUCTION. SECTION TOWNSHIP CI1R'pERgL WAYS w fx ;y r 5P-Ib NEW TRASH CORRAL; SEE TRASH SHEETS, TI.O 4 TH, FOR MORE INFORMATION. 33 22 4 r o BUILDING AREA: 2,g45 50. FT. (EXISTING) CI7S 7 5P-17 NEW DRAIN WITHIN NEW TRASH CORRAL. CONNECT TO EXISTING STORM SEWER DRAIN AT l 784 50. FT. (NEW) CLOSEST CONNECTION POINT. SEE TRASH SHEETS TI.O, 4 TI.I. REGIONAL DWG, NO CORPORATE DWG, NO, 0 5 266TH ST. 5,12"150. F.T TOTAL A i 2 - 1 3' 0 1 2' _,c>3 5P-IS REMOVE EXI5TING FREEZER/000LER 4 51TE CONSTRUCTION AS NECESSARY FOR NEW BUILDING -c OCCUPANCY: A-2 (EXI5TING) ADDITION AND NEW FREEZER/COOLER CONSTRUCTION. REPAIR EXI5TING ADJACENT OR z `r PROVIDE NEW SIDEWALK AS NECESSARY TO MATCH ADJACENT, SEE DETAIL X/501. RESTORE 4teo O 7 12763 la. TYPE OF CONSTRUCTION: V-B (EXI5TING) ANY DISTURBED EXI5TIN7LANDSCAPING AS REQUIRED BY LOCAL JURISDICTION REQUIREMENTS. 41 517E PLAN W. # # # # i I # # # # I I F LANDSCAPE YPE III (C f j % <rL ' %NDSCAPE ( f f EXTG LANDSCAPE: 788 SF INTERIOR TO REMAIN #: 0 Ir l LANDSCAPE I' J 33 SF INTERIOR y 363 SF INTERIOR ©yl I r i ° LANDSCAPE / LANDSCAPE L. / o co 72 SF INTERIORS I ( LANDSCAPE EXISTING V E / , McDONALD S RESTAURANT e f ' PROTECT EXTG ® TREE (TYP) ` TYPE III ' LANDSCAPE tf // tt Scale 1" = 20' 0 10 20 40 LEGEND Existing Deciduous Tree to Remain Existing Coniferous Tree to Remain LANDSCAPE AREAS: TYPE III - 4,100 SF TYPE IV - 2,400 SF Interior Parking Lot Landscape 1,870 SF New 530 SF Existing to Remain GENERAL NOTES: 1. Refer to Civil Engineer's drawings for utility information; including storm drain, sewer, water, electrical, gas, telephone and cable. 2. Refer to city and/or county standard plans and specifications where applicable. 3. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc., shall be set in place prior to installation of irrigation and planting construction items. 4. Contractor shall be responsible to consul with city representative, appropriate agencies and plans, for the locations of all underground utilities, pipes and structures. Contractor shall take sole responsibility for all damages cause as a result of their work. 5. Contractor shall no willfully proceed with construction as designed when it is obvious that obstruaions, area discrepancies and/or grade difference exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the owner's authorized representative. The contractor shall assume full responsibility for all necessary revisions due to failure to give such notifications. PLANTING NOTES: OWNER'S RESPONSIBILITY FOR MAINTENANCE: After the completion of the construction contract, and the contractor's maintenance periods, the property owner and/or their landscape maintenance service shall maintain the site in a safe condition, in:luding but not limited to the: trees, shrubs, groundcovers, grass, and irrigation system. Landscape plantings shall be maintained in a healthy condition throughout the year. Replace all plants that die with like varieties and match with size of adjacent plants. Maintenance may includebut is not limited to: pruning, mowing, trimming, vegetation debris removal and other methods necessary to maintain safe pedestrian access, vehicular access, utility access, sight visibility, and to preserve public safety. INSTALLATION: 1. The contractor shall install the landscape according to these plans, details, and the specifications. 2. Verify locations of all pertinent site improvements under other sections. If any part of this plan coinot be followed due to site conditions, contact the owner's authorized representative for instruction prior to commencing work. 3. Exact locations of plant materials shall be reviewed by the owner's authorized representative in the feld prior to installation. Owner's authorized representative reserves the right to adjust plants to exact location in the field. PLANTING NOTES (cont): 4. All plants shall be grown for this region or shall be adequately climatized. 5. Do not make substitutions. If specified landscape material is not obtainable, submit proof of nan-availability from at least five (5) sources to the Landscape Architect, together with the proposal for use of equivalent material for final approval. 6. Contractor shall contact the Landscape Architect or owner's representative for plan material inspection prior to installation. PLANTING LIST, SPECIFICATIONS, AND DETAILS: Planting list is on this sheet. See sheet L103 for planting details. See sheet L104 for planting specifications. IRRIGATION: Irrigation will be provided by an automatic underground system capable of providing adequate water to planting throughout the year. See sheet L201 for irrigation plan. TREE PRUNING: All trees or shrubs hereafter planted or substantially pruned in any public right-of-way shall only be pruned or planted with permission of the controlling agency. Pruning of deciduous street trees adjacent to streets and sidewalks shall be performed pursuant to the following schedule and standards: YEAR 1: Only dead, broken or crossing branches shall be pruned when the tree is planted. YEAR 2: A Class I prune, pursuant to National Arborist Association Standards, shall be performed during year 2. The purpose of this pruning is to establish proper scaffold branching, raise the crown for road / sidewalk clearance, and remove any dead dying or crossing branches. SUCCEEDING YEARS: Perform a Class I prune during succeeding years to continue to establish proper scaffold branching, remove any dead, dying, or crossing branches, and continue to raise the crown until road and sidewalk clearances standards have been met. TREE, SHRUB, AND GROUNDCOVER PRUNING: All plant growth in landscape areas shall be controlled by pruning, trimming or otherwise so that: 1. It will not interfere with the maintenance or repair of any public utility. 2. It will not restrict pedestrian or vehicular access. 3. It will not constitute a traffic hazard because of reduced visibility. 4. Prune trees as required above. PLANT SCHEDULE SYM BOTANICAL NAME COMMON NAME QTY SIZE SPACING D Cercis canadensis Eastern Redbud 2 2" Caal. As Shown 0 Pyrus calleryana' Chanticleer Chanticleer Pear 2 2" Cal. As Shown Tsuga martensiana Mountain Hemlock 7 6 --7' TTall As Shown Abelia x grandiflora 'Edward Goucher' Edward Goucher Abelia 41 5 Gal. As Shown OAcer circinatum Vine Maple 8 5 Gal. As Shown Cornus sericea Welseyi' 1 Kelsey Dogwood 77 2 Gal. As Shown Mahonia aquifolium Oregon Grape 53 5 Gal. As Shown Myrica californica Pacific Waxmyrtle 9 5 Gal. As Shown Nandina domestica 'Nana' Dwarf Nandina 68 2 Gal. As Shown Polystichum munitum Sword Fern 12 2 Gal. As Shown Ribes sanguineum Red Currant 18 5 Gal. As Shown Spiraea japonica 'Magic Carpet' Magic Carpet Spirea 37 3 Gal. As Shown Vaccinium ovatum Evegreen Huckleberry 45 3 Gal. As Shown Calluna vulgaris 'Aurea' Aurea Scotch Heather 521 1 Gal. 18" O.C. a°aa°a°de°a°c° aaaaaaaaa�aaaa Gaultheria shallon Salal 154 1 Gal. 24" O.C. Mahonia nervosa Creeping Mahonia 78 1 Gal. 24" O.C. Vinca minor Dwarf Periwinkle 120 1 Gal. 30" O.C. Decorative Rock 320 SF 1" - 3" Rock 3" Depth Crushed Rock 30 SF 5/8"-0 3" Depth REC JUN Martin Zof ner / Principal mart)4Pzo11ner1a.cnrn 22291 1 €.P1 5E„ Bellevue, NW 98007-0321 www.;zallnerluxom m 0 w Q EL w W fL Z O U N W 0 Q -0to �_ O O O O_d°.0 UyL.+ �> � 2 d d o La+;O�ov ° ■► aLO2v or °a co 4)E��� c - �3��•o o o v r+ y a� � n g core'-y0�v O p A 3 L v a v= , U ++ c v) N 0 0 O '3 .+ ° iV L �O O y V d p V 0 0 c 0 c;3+. yvc t 93° ;Uvo5'oE—c v co'E' v0o co a,Vcory 0UFL- � .2: J C 00 �-, •�? � y ° � Wv0- O L Q tll LL_ 0 0 U O N N L N � 30:30 0 ° v ao v L O .� N 0-, L 3 0 030-002 t :3N7�NO ap 7 N U U Q a.s N N o 41 it 0 ooL0-C H o34-c+.m.r a_ m w� Q- :3 o J T < v z t''� k-'z W o7) to STATE of CITY OF FEDERAMW*W m-. N F C� 0015'i'E' M qN05S�+ LARGHFWC� � h4 fIH L. ZOU14ER I f- w w CER'E11rICATE NO. 377 = Cn 0 0 00 rn 3 Q 3 J Q Ld w 0 w w W 0 p 0 O � 3 W ry = O z Q w w U M z� � a n a a. J_ z WLjr) ~ N N m 1- 0 ►�za 0) O Q _1 U O r N n o rn co Al2-130 — #12763 L — 101 W. 22 21 r 2 25 30i 31 II E 32 II II II 33 II L J 34 LEGEND 15 q14 / 18 � -~ ��l f j.. )...... 4- 41­-- I I I I 4, r r f �, �`` \TREE PROTECTION f FENCE (TYP) / r e N1 I / O `11 56 � / � 11 Existing Deciduous Tree to Remain Existing Coniferous Tree to Remain Existing Deciduous Tree to be Removed Existing Coniferous Tree to be Removed TREE UNIT CALCULATIONS: Units Required in BC Zone: 20 Units / Acre Total Site Area: 48,014 SF (1.10 AC) Total Tree Unites Required (site): 22 Tree Units for New Construction: 1 Unit / 500 SF New Construction: 784 SF Total Tree Unites Required (site): 2 Total Tree Units Required: 24 Tree Units Retained: 114.5 Tree Units Added: 5.5 (11 Small Canopy Trees) Total Tree Unites Provided: 120 i l :. Nx-- FF__ _1 11 11 1, � I O F II I I EXISTING McDONALD'S RESTAURANT M EXTG OFF SITE TREE CARPINUS BETULUS EUROPEAN HORNBEAM e W.) 57 it 58 ll / Z 55 TREE PROTECTION STANDARDS: No person may conduct any activity within the protected area of any tree designated to remain, including, but not limited to, parking equipment, placing solvents, storing building material and soil deposits, dumping concrete washout and locating bum holes. During construction, no person shall attach any object to any tree designated for protection. Before development, land clearing, filling or any land alteration for which a tree removal permit is required, the applicant shall: Erect and maintain a readily visible protective tree fence along the outer edge and completely surrounding the protected area of all protected trees or groups of trees. Fences shall be constructed of chain link and at least four feet high, unless other type of fencing is authorized by the Director. Prohibit excavation or compaction of earth or other potentially damaging activities within the barriers. Maintain the protective barriers in place until the Director authorizes their removal or a final certificate of occupancy is issued, whichever occurs first. Ensure that any landscape work done in the protected zone subsequent to the removal of the barriers shall be accomplished with light machinery or hand labor. In addition to the above, the Director may require the following: Cover with mulch to a depth of at least 6 inches or with plywood or similar material the areas adjoining the critical root zone of a tree in order to protect roots from damage caused by heavy equipment. Minimize root damage by excavating a 2 foot deep trench, at edge of critical root zone, to cleanly severe the roots of trees to be retained. Have corrective pruning performed on protected trees in order to avoid damage from machinery or building activity. Maintain trees throughout construction period by watering and fertilizing. The grade shall not be elevated or reduced within the critical root zone of trees to be preserved without the director's authorization. The director may allow coverage of up to one half of the area of the tree's critical root zone with light soils (no clay) to the minimum depth necessary to carry out grading or planting plans, if it will not imperil the survival of the tree. Aeration devices may be required to ensure the tree's survival. TREE PROTECTION STANDARDS (cont): If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree's critical root zone, it shall be permanently stabilized to prevent suffocation of the roots. The applicant shall not install an impervious surface within the critical root zone of any tree to be retained without the authorization of the Director. The Director may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root induced damage to the impervious surface. To the greatest extent practical, utility trenches shall be located outside of the critical root zone of trees to be retained. The Director may require that utilities be tunneled under the roots of trees to be retained if the Director determines that trenching would significantly reduce the chances of the tree's survival. Trees and other vegetation to be retained shall be protected from erosion and sedimentation. Clearing operation shall be conducted so as to expose the smallest practical area of soil to erosion for the least possible time. To control erosion, shrubs, groundcovers and stumps shall be maintained on the individual lots, where feasible. Directional felling of trees shall be used to avoid damage to trees designated for retention. The Director may require additional tree protection measures which are consistent with accepted urban forestry practices. EXISTING TREES # NAME CAL. UNITS COMMENT 1 Liquidamber styracifolua - Sweetgum 10" 1.5 Retain 2 Pinus nigra - Black Pine 6" 1 Retain 3 Liquidamber styracifolua - Sweetgum 12" 1.5 Retain 4 Liquidamber styracifolua - Sweetgum 7" 1.5 Remove - Due to parking addition 5 Liquidamber styracifolua - Sweetgum 12" 1.5 Retain 6 Liquidamber styracifolua - Sweetgum 12" 1.5 Retain 7 Liquidamber styracifolua - Sweetgum 12" 1.5 Retain 8 Liquidamber styracifolua - Sweetgum 14" 2 Retain 9 Cercis canadensis - Redbud 5" 1 Retain 10 Liquidamberstyracifolua - Sweetgum 11" 1.5 Remove - Due to parking addition 11 Pinus nigra - Black Pine 15" 2 Retain 12 Pinus nigra - Black Pine 11" 1.5 Retain 13 Liquidamber styracifolua - Sweetgum 11" j 1.5 Retain 14 Liquidamber styracifolua - Sweetgum 15" 2 Retain 15 Prunus serrulata - Cherry 7" 1.5 Retain 16 Liquidamber styracifolua - Sweetgum 6" 1 Remove - Too close to proposed curb 17 Alnus rubra - Red Alder (multi -trunk) 5" 1.5 Retain 18 Liquidamber styracifolua - Sweetgum 9" 1.5 Retain 19 Populus trichocarpa - Cottonwood 13" 2 Retain 20 Populus trichocarpa - Cottonwood 12" 1.5 Retain 21 Populus trichocarpa - Cottonwood lilt 1.5 Retain 22 Populus trichocarpa - Cottonwood 15" 2 Retain 23 Populus trichocarpa - Cottonwood 11" 1.5 Retain 24 Gleditsia triacanthos- Honeylocust 8" 1.5 Retain 25 Pseudotsuga menziessi - Douglas Fir 9" 1.5 Retain 26 Pseudotsuga menziessi - Douglas Fir 5" 1 Retain 27 Populus trichocarpa - Cottonwood 10" 1.5 Retain 28 Libocedrus decurrens - Incense Cedar 9" 1.5 Remove - Too close to proposed curb 29 Libocedrus decurrens - Incense Cedar 7" 1.5 Remove - Too close to proposed curb 30 Alnus rubra - Red Alder (multi -trunk) 7" 1.5 Retain 31 Pseudotsuga menziessi - Douglas Fir 8" 1.5 Retain 32 Pseudotsuga menziessi - Douglas Fir 10" 1.5 Retain 33 Alnus rubra - Red Alder (multi -trunk) 11" 1.5 Retain 34 Pseudotsuga menziessi - Douglas Fir 15" 2 Retain 35 Malus sp. - Apple 5" 1 Retain 36 Thuja Plicata - Western Red Cedar 10" 1.5 Retain 37 Libocedrus decurrens - Incense Cedar 24" 2.5 Remove - In conflict with trash enclosure 38 Libocedrus decurrens - Incense Cedar 11" 1.5 Remove - In conflict with trash enclosure 39 Carpinus betulus - Euorpean Hornbeam 3" 1 Retain 40 Carpinus betulus - Euorpean Hornbeam 3" 1 Retain 41 Carpinus betulus - Euorpean Hornbeam 2.5" 1 Retain 42 Carpinus betulus - Euorpean Hornbeam 2.5" 1 Retain 43 Carpinus betulus - Euorpean Hornbeam 2.5" 1 Retain 44 Carpinus betulus - Euorpean Hornbeam 2.5" 1 Retain 45 Carpinus betulus - Euorpean Hornbeam 3" 1 Retain 46 Carpinus betulus - Euorpean Hornbeam 3.5" 1 Retain 47 Carpinus betulus - Euorpean Hornbeam 4" 1 Retain 48 Carpinus betulus - Euorpean Hornbeam 4" 1 Retain 49 Carpinus betulus - Euorpean Hornbeam 5" 1 Retain 50 Carpinus betulus - Euorpean Hornbeam 4" 1 Retain 51 Libocedrus decurrens - Incense Cedar 5" 1 Remove - Due to drive thru realignment 52 Libocedrus decurrens - Incense Cedar 12" 1.5 Remove - Due to drive thru realignment 53 Libocedrus decurrens - Incense Cedar (multi -trunk) 8" 1.5 Remove - Due to drive thru realignment 54 Liquidamber styracifolua - Sweetgum 10" 1.5 Retain 55 Liquidamber styracifolua - Sweetgum 8" 1.5 Retain 56 Liquidamber styracifolua - Sweetgum 7" 1.5 Retain 57 Prunus carasifera - Flowering Plum 8" 1.5 Retain 58 Prunus carasifera - Flowering Plum 8" 1.5 Retain Total Tree Units 129.5 Tree Units to Remove 15 Tree Units to be Retained 114.5 RECENED JUN 2'0 2013 CM OF FEDERAL WAV, CDS lollner Laridscape ,Architecture i,Lc, Martin Zollner / Principal marty(Ozol lnerla. cnm 2228 1.51 st. P L. ,SSE. `i` 425 747-4543 42 www.zollnerlaxoni 11 J U O N v O (n ;' O L O >> a O O rn 0--00 O O U Q N 0,020 C 3 j E•DO.' O 0:02 o U O'C -0 vi N O Or Or .N C A CO j --O pd -L_ vj O O:; C M v O or--O ++ L Ucv °_ N U O C p d p LO O �Ncc�arnv >� O 7 'N E V c _ ° CU O ° 0 -or,X + to 00 C O:E O 2-20 0 J~ C, O C v vacvNw L ��N°0 O �_ NvU-- C� Cl a0 U+�' �- •- ° O c -0- L 0 0 0 C C 0 7 0 0-7 v rn°rn0"-ao C, +. c + U •3 *6 C: 0 Ld 3O1,°O0 T N C Q ai 0) :3j ai O D U = 2:tc L. 0 0 W � I- o.30 c� aim a m o 0 m w O < UJ �J Ln 04 N o w ix Q Z 07) ___I W oz 0 O Q , W a _ � z O lJ s Z F- w 0 U z o CL :D LLJ N N m ry o n LLJ a STATE OF O W Of 00 - 0 WASHINGMN 101917FRED F N F- W o k En LANDS ARCH Al2-130 - #12763 z MA"N L. ZOLLNER W o 1 02 CERWICATE NO. 377 _ Cn mm T.O. ENTRY ARCM ELEV. +OL T.O. PARAPET ELEV. + T.O. ARCADE WAL B.O. ACCENT RANI ELEV. + 16-4" B.O. TRELLIS/ C* ELEV. + q'-4" T.O. SILL MATCH EXIST. T.O. SLAB _ ELEV. + 01 -0 " OILT.O. D-T HEARTH ELEV. + Iq'-II" T.O. ENTRY ARCADE ELEV. + Iq'-3" T.O. PARAPET ELEV. + IT -II" T.O. ARCADE WALL B.O. ACCENT BAND ELEV. + 154" B.O. D-T TRELLIS ELEV. + 11'-4" 8.0. TRELLIS/ CANOP' ELEV. + 411-4" o,LT.O. 51 H MATCH EXIST. T.O. SLAB ELEV. + O'-O" TYP. TYP. ELEVATION KEYNOTES EN-OI NEW 8" EXPOSURE, CEDAR MILL FIN15H HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. COLOR: BASE BUILDING. EN-02 NEW 8" EXPOSURE, CEDAR MILL FIN15H HORIZONTAL CEMENT BOARD LAP 51DING d TRIM. COLOR: DRIVE-THRU 5ANDING. -03 NEW PARAPET ACCENT BAND PER COLOR LEGEND, TH15 SHEET. EN-04 CULTURED STONE VENEER BY OWEN5 CORNING CONTACT: NANCY HUTCHINSON 330-725-0333 EN-05 ALUMINUM CANOPY (COLOR: GOLD). -Ob ALUMINUM CANOPY TIE -BACK EN-07 ALUMINUM TRELL 15 _Og ALUMINUM TRELLIS TIE -BACK EN-Oq ALUMINUM TRELL15 2"X5" WALL FASCIA, SEE DETAIL 13/A4.2. EN-10 ROOFCAP ELEMENT BY OTHERS (45' ® ENTRY ARCADE). EN -II METAL COPING - COLOR TO MATCH 5URROUNDING MATERIAL EN-12 RELOCATED/ NEW STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER 50HEOUI E. EN-13 EXI5TIN69 HOLLOW METAL DOOR d FRAME - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. EN-14 LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL EN-15 LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL EN-Ib LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL EN-17 MCDONALD'5 51GNAGE BY OTHERS - UNDER SEPARATE PERMIT. 5EE 516NAGE SUPPORT NOTE ON THI5 SHEET. EN -IS METAL LETTERING - BY OTHERS. EN-Iq GA5 METER A55EMBLY TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL. EN-20 EX►STING ELECTRICAL METER A55EMBLY TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL. EN-21 EXISTING ROOF LADDER TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL. EN-22 GUTTER/ SCUPPER 8 DOWNSPOUT TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL. EN-23 EXISTING (RMHC) COIN COLLECTOR TO REMAIN. EAST ELEVATION SCALE: 1/4" = 1'-0" m 6 w a� p p N Q 7 y 0 O O -0 �aaoao�vs a 4)O U a- 7 p .p ao-0 Uao c: 0. a) 3 E 0 p) �� y 0 _ p U c -0t L U O N Q) *'aN N N a) U�+-�Uo -0 L p O O •C N C O O'3+. p L_ c p O O p L - c L O -p «� c: O r O� O y O c �cU.2a.C, 2 -o O 7'E U c p O U O�uj p O N N U c N N O -1 c p o p :'- .N O 0.2 p c y -)+ U N c °p��` a� 0 p o o p a o'er acid o rnapo i.1. 3w cN3: c \ p0;o.0opo f N .- 30 U < y a U O+� L O N N H a3 c aUi 2 NORTH ELEVATION V 2A.0 SCALE: I/4" = I'-0" z ¢ 6 Q sUv ks) u�z w !! s t ;'� u.3L o o ELEVATION GENERAL NOTES COLOR LEGEND 7 < I. UNIBODY FASCIA 516N WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA KHAKI 50HEME: CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER. CEMENT BOARD LAP SIDING: JAME5 HARDIE 5" EXPOSURE CEDAR MILL FIN15H -' 2. NEW TRASH ENCLOSURE 8 METAL 6ATE5 (NOT 5HOWN) TO BE PAINTED "BASE BUILDING" COLOR. ARCADES 4 HEARTH: CULTURED STONE - BORAL PRO -FIT LEDGE5TONE #PF-801q "50UTHWE5T BLEND"_j ! j ii 3. " * "DENOTES SAFETY GLAZING <. PARAPET BAND: METAL -ERA CORRUGATED METAL ASSEMBLY PACKAGE - -' 4. LOCATE ADDRESS LETTERS AND REINSTALL IF NECE55ARY; VERIFY LOCATION WITH FIRE 7/8" "5" PANEL 24 GAUGE; MARSHAL. COLOR: CITY SCAPE Q BASE BUILDING: "ALEXANDRIA BEIGE" #BM-HC-77 DRIVE-THRU BANDING: "MONROE 515OUE" #BM-HC-26 Z .. (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O.) z <t z z U- tot n _u- V D m �- J U N 2'0 2013 _.... ` cy � a Q F_ o c�v o CITY OF FEDERAL WAYA 2 - 50 -# 12-I6 CDS z A200 E`= ELEVATIONS T.O. D-T HEARTH ELEV. + la' -II" OL T.O. PARAPET ELEV. + 17'-II" T.O. ARCADE WALL o,LB.O. ACCENT BAND ELEV. + I51-4" B.O. Of TRELLIS ELEV. + II'-4" B.O. TRELLIS/ CANOPY ELEV. + Q'-4" T.O. SILL MATCH EXIST. T.O. SLAB ELEV. + O'-O" ,,K T.O. D-T HEARTH ELEV. + la' -II" ,,f, T.O. ENTRY ARCADE ELEV. + ,d, T.O. PARAPET ELEV. + IT-11" T.O. ARCADE WALL ,d, B.O. ACCENT BAND ELEV. + 64" B.O. D-T TRELLI5 ELEV. + II'-4" B.O. TRELLI5/ CANOI ELEV. + 11'4" ,d, T.O. SLAB ELEV. + 0'-0" TYP. ELEVATION KEYNOTES EN-0I NEW 8- EXPOSURE, CEDAR MILL FIN15H HORIZONTAL CEMENT BOARD LAP SIDING d TRIM. COLOR: BASE BUILDING. (EN-0-2) NEW 8- EXPOSURE, CEDAR MILL FIN15H HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. COLOR: DRIVE-THRU BANDING. EN-03 NEW PARAPET ACCENT BAND PER COLOR LEGEND, THI5 SHEET. EN-04 GULTURED STONE VENEER BY OWENS CORNING CONTACT: NANCY HUTGHIN50N 330-125-0333 EN-05 ALUMINUM CANOPY (COLOR: GOLD). EN-O6 ALUMINUM CANOPY TIE -BACK EN-01ALUMINUM TRELLIS EN-08 ALUMINUM TRELLIS TIE -BACK EN-0a ALUMINUM TRELLIS 2"X5" WALL FASCIA, SEE DETAIL 13/A4.2. EN-10 ROOFGAP ELEMENT BY OTHERS (45' ® ENTRY ARCADE). EN -II METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL EN-12 RELOCATED/ NEW STOREFRONT TO MATCH EXISTING (loll BOTTOM STILE AT DOOR5) PER SCHEDULE. EN-13 EXI5TIN67 HOLLOW METAL DOOR 8 FRAME - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. EN-14 LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL EN -IS LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL EN-Ib LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL EN-17 McDONALD'S 516NAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NA6E SUPPORT NOTE ON THIS SHEET. EN -IS METAL LETTERING - BY OTHERS. EN-I�t 6A5 METER ASSEMBLY TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL. EN-20 EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL. EN-21 EXISTING ROOF LADDER TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL. EN-22 GUTTER/ SCUPPER d DOWNSPOUT TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL. EN-23 EXISTING (RMHG) COIN COLLECTOR TO REMAIN. WEST ELEVATION SCALE: 1/4" = 1'-0" iL r� v a� O "v Q to vv� io`vco•`-•O�o � •` aav a� v v.s .v a�ao +Jo. o 0-v U n o c O c No 3 j 9 0� C) U go) U o o .�'..� U c41 N L U 4)c +U+ O L N N a 3 O •- r v a N ocv3'vaci` 0 U a c _c O U c _c a 0 0 0 c am% dpJ c CO v O �+ X F+ (� O U c ON .0 0 J~ C O O w �(oO-6vcy�o UZ)_+ Nc Q. N c 0 0 U Vl . L ._ O N _ C L E , vovv,�,~ao v o 3 0 0 o 0 l ® -0 0 i ii..i 1% O Z U_ U N N O 7 U N 1 N •� n'1 i 0 N t O 51 Ha30c-- rc u.. SOUTH ELEVATION r A2.1 SCALE: 1/4" = 1'-0" sR ` c� m t7 �Gj ELEVATION GENERAL NOTES COLOR LEGEND �O I. UNIBODY FA501A SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'5 AREA KHAKI SCHEME: CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER. CEMENT BOARD LAP SIDING: JAMES HARDIE 8" EXP05URE CEDAR MILL FIN15H n% 2. NEW TRASH ENCL05URE 4 METAL GATE5 (NOT 5HOWN) TO BE PAINTED "BASE BUILDING" Wt COLOR. ARCADES d HEARTH: CULTURED STONE - BORAL PRO -FIT LEDGE5TONE W ui #PF-6014 "SOUTHWEST BLEND" u� a 3. DENOTES SAFETY GLAZING. i_i....; Q..... PARAPET BAND: METAL -ERA CORRUGATED METAL ASSEMBLY PACKAGE - { < �., 4. LOCATE ADDRE55 LETTERS AND REINSTALL IF NECE55ARY; VERIFY LOCATION WITH FIRE i/e" "5" PANEL 24 GAUGE; C) D-/ MARSHAL. COLOR: CITY 50APE BASE BUILDING: "ALEXANDRIA BEIGE" #BM-HG--M DRIVE-THRU BANDING: "MONROE BISQUE" #BM-HC-26 ,.. (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.0) s) — Ul i id -w t;/ .`? L) LL �����® .. ........... r O �..... u ( l {, 'so) � ��� �t- t A i 2i 3C.: __ # 12 rry ;'.3 ®F FEDERAL WAY Ty A20 1 CDS !01 ELEVATIONS