12-101204 (2)I
A3.2
■
I
I - IVVK I H tLtVA I IVN
SCALE: 1/4" = 1'-0"
i 2 m m
A3.1 A3.1 !m
PARTIAL EAST ELEVATION
SCALE: 1/4" = 1'-0"
). MANSARD PARAPET
ELEV. + I6'-I"
B.O. SOFFIT,
ELEV. + a'- 2 3/4"
T.D. WINDOW FRAME
ELEV. + 8'-0 ,
T.O. SLAB
ELEV. + 0'-0"
3 PARTIAL EAST ELEVATION
DI.3 SCALE: I/4" = I'-O"
DEMO ELEVATION NOTES
I. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A 51TE
SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO
DEMOLITION 4 NOTIFY THI5 OFFICE IN CASE OF DISCREPANCIES A5AP. DEMOLITION 15 TO BE
EXECUTED 50 AS NOT TO 015TURB EXISTING STRUCTURAL 8 ROOFING SYSTEMS, AND OTHER
AREAS THAT ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION TO BE
REMOVED THAT 15 NOT INTEGRAL TO STRUCTURAL 5Y5TEM PRIOR TO DEMOLITION.
2. ALL DIMENSIONS 5HOWN AS EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR
TO DEMOLITION. VERIFY ALL DEMOLITION WORK A/ NEW CONSTRUCTION $ INSTALLATION
DRAWING5 PRIOR TO BEGINNING CONSTRUCTION.
3. DEMOLITION CONTRACTOR TO COORDINATE 4 REVIEW ALL CONSTRUCTION DOCUMENTS 4
DETERMINE THE EXTENT OF DEMOLITION WORK 4 BECOME FAMILIAR WITH THEM THOROUGHLY
BEFORE PERFORMING ANY DEMOLITION AORK. BY THE ACT OF 5TARTING DEMOLITION, THE
CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING, TO HAVE
ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE NECE55ARY ALLOWANCES IN
PREPARING HI5 BID.
4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAAING5 FOR DETAILED
ELECTRICAL DEMOLITION NOTES.
5. VERIFY 015PO51TION OF ALL FURNI5HING5, MILLWORK, LIGHTING FIXTURES, ETC. TO BE
REMOVED A/ OWNER. ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF-51TE AND
IN AN EXPEDITIOUS MANNER.
6. ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR HEATHER TIGHTNE55 4
PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR
COSTS IN BID.
7. 5AAGUT $ REMOVE EXISTING 5LA55 AS REQUIRED FOR UNDERGROUND ELECTRICAL $
PLUMBING LINES. REFER TO PLUMBING, ELECTRICAL # KITCHEN DRAWINGS FOR ALL SAHCUT5
4 TRENCHING WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FIN15HED FLUSH WITH
EXISTING FLOOR. DOAEL NEW SLABS TO EXISTING W/ #4 RE13AR @ 24" O.G. EACH SIDE
(5TAG6ERED). REBAR TO EXTEND b" INTO EX15TINC7 5LAB 4 ACROSS OUT OPENING. SECURE
REBAR INTO EXISTING SLAB YV/ EPDXY GROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS
DISTURBED DURING EXCAVATIONS.
8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING A5 REQUIRED TO MAINTAIN
STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF
CONSTRUCTION.
9. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING AALL5, FLOORS, GEILING5,
ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH $ REPAIR ANY DAMAGED PORTIONS OF
THE EXISTING BUILDING A5 REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION S
FINISHES.
10. WHEN UTILITIES ARE REMOVED, GAP $ SEAL A MINIMUM OF 8" BELOW FIN15H FLOOR OR A
MINIMUM OF 6" ABOVE FIN15H CEILING.
II. THI5 PLAN INDICATES A GENERAL 50OPE OF WORK TO BE PERFORMED AND DOES NOT
RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS 5HOAN AND
REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING,
ELECTRICAL 4 HVAG WORK.
12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR
CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK 8 NOTIFY THE McDONALD'S
PRO.1£CT MANAGER BEFORE PROCEEDING.
13. ALL DEMOLITION 5HALL BE CARRIED OUT IN A SAFE MANNER $ IN STRICT ACCORDANCE
KITH 05HA REGULATIONS.
14. THE 5UB-GONTRAGTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE AORK
INCLUDES, BUT 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALL5,
0OUNTER5, FURNITURE, BULKHEADS, DOORS, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS
INCLUDING CONDUITS AND DUCTWORK AS 5HOAN ON THE VRAAING5 OR AS REQUIRED TO
COMPLETE THE INSTALLATION OF THE NEA AORK FOR A COMPLETE JOB.
15. REMOVE ANY 51NK5, RATER CLOSETS, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON
DRAWINGS AS WELL AS ALL A550CIATED PLUMBING ACCESSORIES. GAP, PLUG ALL
ABANDONED SUPPLY 8 WA5TE LINES. PATCH $ SEAL ALL FLOOR PENETRATIONS. SEE
MECHANICAL $ PLUMBING PRAAIN65 FOR DETAILED DEMOLITION NOTES.
16. ELEVATION HEIGHT5 5HOV4N ARE FOR REFERENCE ONLY.
11. CONTRACTOR RESPONSIBLE TO ENSURE ALL NEA FIN15HE5 IN RE5TROOM5 WILL NOT REDUCE
REQUIRED CLEARANCES FOR ACCESSIBILITY. REFRAME AALL5 AS NECESSARY TO ENSURE
ALL GI EARANCE5 ARE MET.
DEMO ELEVATION KEYNOTES
DN-Ol REMOVE EXISTING BUILDING 51GNAGE. VERIFY WITH OWNER IF SALVAGEABLE.
DN-02 REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL
BELOA. REMOVE ALL A550CIATED 6UTTER5 AND DOWNSPOUT5/5PRINKLER5/LI6HT5.
DN-03 REMOVE ALL EXISTING MANSARD LIGHT BEAMS.
DN-04 REMOVE EXISTING ROOFING FINISHES DOAN TO EXISTING SHEATHING AT PORTION OF
MANSARD TRUSSES REMAINING.
DN-05 REMOVE ALL LOGO STICKERS AND DECALS FROM ALL WINDOWS AND DOORS.
DN-O6 REMOVE EXISTING STOREFRONT 8 FRAME AS 5HOAN TO ACCOMMODATE NEW
CONSTRUCTION. VERIFY SALVAGE OR DISPOSAL WITH MCDONALD'S AREA
CONSTRUCTION MANAGER. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK.
DN-07 REMOVE PORTION OF EXISTING WALL AS SHOWN TO ACCOMMODATE NEA
CONSTRUCTION. SEE DEMOLITION 8 FLOOR PLANS FOR EXTENT OF YORK.
DN-OS REMOVE EXISTING SIDING t TRIM FOR INSTALLATION OF NEA SIDING. VERIFY
CONDITION OF EXISTING SHEATHING 6 A.R.B.; REPAIR/ REPLACE A5 NECESSARY.
DN-Oq GUT BACK EXISTING ROOF OVERFLOW DRAIN AT MANSARD ROOF TRUSS OVERHANG TO
BE FLUSH WITH PARAPET HALL. SEE DETAIL X/A4.3.
DN-10 REMOVE EXISTING GUARD RAIL; VERIFY 5ALVAGE, REUSE OR DISPOSAL WITH
MCDONALD'5 AREA CONSTRUCTION MANAGER.
MAR 15 Z012
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ELEVATIONS
L'im
OILT.O. MANSARD PARAPET
ELEV. + 16-1"
B.O. SOFFIT
ELEV. + cl'- 2 3/4"
T.O. WINDOW FRAME
ELEV. + 5'-0"
T.O. SLAB
ELEV. + 0'-0"
■
COLUMNS NOT 5HOWN FOR CLARITY
I
A3.3
I 2
A3.0 A3.0
DEMO ELEVATION NOTES
I. THESE DRAWIN65 WERE PREPARED BASED ON INFORMATION ATTAINED FROM A 51TE
SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO
DEMOLITION 4 NOTIFY TH15 OFFICE IN CASE OF DISCREPANCIES A5AP. DEMOLITION 15 TO BE
EXECUTED 50 A5 NOT TO 015TURB EXI5TIN6 STRUCTURAL 4 ROOFING SYSTEMS, AND OTHER
AREAS THAT ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION TO BE
REMOVED THAT 15 NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION.
2. ALL DIMENSIONS 5HOWN AS EXI5TIN6 SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR
TO DEMOLITION. VERIFY ALL DEMOLITION WORK YV/ NEW CONSTRUCTION 4 INSTALLATION
DRAY065 PRIOR TO BE6INNIN6 CONSTRUCTION.
3. DEMOLITION CONTRACTOR TO COORDINATE 8 REVIEW ALL CONSTRUCTION DOCUMENTS 4
DETERMINE THE EXTENT OF DEMOLITION WORK 4 BECOME FAMILIAR WITH THEM THOROUGHLY
BEFORE PERFORMING ANY DEMOLITION WORK. BY THE ACT OF 5TARTIN6 DEMOLITION, THE
CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING, TO HAVE
ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE NECESSARY ALLOWANCES IN
PREPARING H15 BID.
4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED
ELECTRICAL DEMOLITION NOTES.
5. VERIFY 015PO51TION OF ALL FURNI5HIN&S, MILLWORK, LIGHTING FIXTURES, ETC. TO BE
REMOVED & OWNER. ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF-51TE AND
IN AN EXPEDITIOUS MANNER.
6. ROOFING CONTRACTOR TO FIELD INSPECT EXI5TIN6 ROOF FOR WEATHER TI6HTNE55 4
PROPER DRAINA6E PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING ROOF CONDITION AND FOR INGLUDIN6 ANY NEGE55ARY REPAIR
COSTS IN BID.
7. 5AWGUT s REMOVE EXI5TIN6 SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL 6
PLUMBING LINES. REFER TO PLUMBING, ELECTRICAL $ KITCHEN DRAWIN(95 FOR ALL 5AWGUT5
4 TRENCHING WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH
EXISTING FLOOR. DOWEL NEW SLABS TO EXISTING W/ #4 Or -MAC ')Ail O.G. EACH SIDE
1 SOUTH ELEVATION (55 CUT OPENINC7. SECURE
REBAR INTOT EXIS$ TEXISTING O
N6 SLAB W/ EPDXY 6-ROUT. REPLACE REPAIR ANY VAPOR BARRIERS
DI2 50ALE: 1/4" = 1'-0" DISTURBED DURING EXCAVATIONS.
b. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN
2 N N I STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHA5E5 OF
A3.2 p- i� A3.3 GON5TRUGTION.
v cv�m
d Q. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXI5TIN6 WALL5, FLOORS, CEILIN65,
ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIONS OF
THE EXISTING BUILDING AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION 4
FINISHES.
COLUMNS NOT 5HOWN FOR CLARITY
PARTIAL WEST ELEVATION
SCALE: 1/4" = 1'--0"
AN5ARD PARAPET h_
ELEV. ++ I6'-I-I" '
B.O. SOFFIT,`
ELEV. + 9'- 2 3/4"
.0. WINDOW FRAME
ELEV. + 8'-O"
T.O. SLAB A
ELEV. + O'-O"
3 PARTIAL WEST ELEVATION
P1.2j SCALE: 1/4" = I'-0"
10. WHEN UTILITIES ARE REMOVED, GAP 4 SEAL A MINIMUM OF 5" BELOW FIN15H FLOOR OR A
MINIMUM OF b" ABOVE FIN15H CEILING.
II. TH15 PLAN INDICATES A GENERAL 50OPE OF WORK TO BE PERFORMED AND DOES NOT
RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS 5HOWN AND
REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING,
ELECTRICAL 4 HVAG WORK.
12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR
CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK 4 NOTIFY THE MGDONALD'5
PROJECT MANAGER BEFORE PROCEEDING.
15. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER 8 IN STRICT ACCORDANCE
WITH OSHA RE&ULATION5.
14. THE 50-CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK
INCLUDES, BUT 15 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY W6,L.L5,
COUNTERS, FURNITURE, BULKHEADS, DOORS, PLUMBIN6, MECHANICAL AND ELECTRICAL ITEMS
INGLUDIN6 CONDUITS AND DUCTWORK A5 SHOWN ON THE DRAWIN65 OR A5 REQUIRED TO
COMPLETE THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB.
15. REMOVE ANY SINKS, WATER CL05ET5, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON
DRAW065 AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. GAP, PLUG ALL
ABANDONED SUPPLY 6 WATTE LINES. PATCH 4 SEAL ALL FLOOR PENETRATIONS. SEE
MECHANICAL # PLUMBING DRAWIN65 FOR DETAILED DEMOLITION NOTES.
16. ELEVATION HEI&HT5 SHOWN ARE FOR REFERENCE ONLY.
17. CONTRACTOR RESPONSIBLE TO ENSURE ALL NEW FINISHES IN RE5TROOM5 WILL NOT REDUCE
REQUIRED CLEARANCES FOR ACCESSIBILITY. REFRAME WALLS AS NECESSARY TO ENSURE
ALL CLEARANCES ARE MET.
DEMO ELEVATION KEYNOTES
DN-OI REMOVE EXI5TIN6 BUILDING 516NA&E. VERIFY WITH OWNER IF 5ALVA67EABLE.
DN-02 REMOVE EXI5TIN6 MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL
BELOW. REMOVE ALL ASSOCIATED 6UTTER5 AND DOWN5POUT5/5PRINKLER5/LI6HT5.
DN-03 REMOVE ALL EXI5TIN6 MANSARD LIGHT BEAMS.
0N-04 REMOVE EXISTING ROOFING FIN15HE5 DOWN TO EXISTING 5HEATHIN6 AT PORTION OF
MANSARD TRU55ES REMAINING.
DN-05 REMOVE ALL LOCO 5TIGKER5 AND DECALS FROM ALL WINDOWS AND DOORS.
DN-06 REMOVE EXI5TIN6 STOREFRONT 4 FRAME AS SHOWN TO ACCOMMODATE NEW
CONSTRUCTION. VERIFY 5ALVAGE OR V15POSAL WITH MGDONALD'5 AREA
CONSTRUCTION MANAGER. SEE DEMOLITION # FLOOR PLANS FOR EXTENT OF WORK.
DN-07 REMOVE PORTION OF EXI5TIN6 WALL AS SHOWN TO ACCOMMODATE NEW
CONSTRUCTION. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK.
DN—OS REMOVE EXI5TIN6 SIDING 6 TRIM FOR INSTALLATION OF NEW SIDING. VERIFY
CONDITION OF EXI5TIN6 5HEATHIN6 4 W.R.B.; REPAIR/ REPLACE A5 NECESSARY.
DN-09 CUT BACK EXI5TIN6 ROOF OVERFLOW DRAIN AT MANSARD ROOF TRU55 OVERHAN6 TO
BE FLUSH WITH PARAPET WALL. SEE DETAIL X/A4.3.
ON-10 REMOVE EXISTING GUARD RAIL; VERIFY 5ALVA6E, REUSE OR D15P05AL WITH
MGDONALD'5 AREA CONSTRUCTION MANAGER.
RECEIVED
MAR 15 ZOIZ
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ELEVATIONS
GENERAL NOTES
CI
R=25.00'
A=10°2745"
L=3q.4'1'
0
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23RD AV
R=260.00'
�=24°45'32"
L=112.55'
N 002053" W 62.88W
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SP-o7
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:j :• EXISTING -02
MCDONALD'S
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4 469 SF
W
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EXIS G
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TYP. TYP. TYP. .TYP. A
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EGRESS
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EXISTING
INGRESS _W.".`_'.
`•`-
PROJECT DATA
51TE AREA:
EXISTING PARKING:
PARKING REQUIRED:
PARKING PROVIDED:
ACCESSIBLE REQUIRED:
ACCES5IBLE PROVIDED:
ZONING:
BUILDING AREA:
41,155 S.F.
58 STALLS
I STALL / 100 50. FT. GROSS FLOOR AREA= 42
BASED ON 4;*1 50. FT.
58 STALLS
3 STALLS (BASED ON 58 STALLS PROVIDED)
3 5TALL5
(CITY CENTER CORE)
EXI5TING BUILDING AREA: 4,411 S.F..
BUILDING ADDITION AREA: -22 S.F.
TOTAL BUILDING AREA: 4,46q S.F.
USE: FAST FOOD RESTAURANT (EXI5TING)
OCGUPANGY: A-2 (EXI5TIN(5)
TYPE OF CONSTRUCTION. V-B (EXI5TIN(5)
LEGEND
EXI5TIN6 CONCRETE CURBING TO REMAIN/ REPAIR
NEW CONCRETE CURBING
EXI5TIN67 CONSTRUCTION TO BE DEMOL15HED
NEW 5TRIPING
EXI5TIN57 5TRIPING TO REMAIN
F-7=1 EXI5TING LAND50APING TO REMAIN
W W W NEA LANDSCAPING
F-I EX►STING CONCRETE TO REMAIN
F,. 4 : NEA CONCRETE
® EXI5TIN57 CATCH BA51N
CEI EXI5TING LOT LIGHT
5 00I6I5" A 325.23'
SITE PLAN KEYNOTES
5P-0I REMOVE EXI5TIN6 MENU BOARD 4 PROVIDE NEA (2) OPO MENU BOARDS AS 5HOAN.
SEE DETAIL 3/DTI.O AND 10/57I.1 FOR EXACT LOCATIONS.
5P-02 REMOVE EXI5TING CUSTOMER ORDER DISPLAY 4 (2) INSTALL CUSTOMER ORDER
P15PLAY UNIT WITH INTEGRAL CANOPY AS 5HOAN PER DETAIL 6/DTI.2. SEE DETAIL
3/DT I.O FOR EXACT LOCATIONS.
SP-03 INSTALL NEA VEHICLE DETECTOR LOOPS AT NEA ORDER POINTS PER 3/DTI.O.
(OPTIONAL AT GASH BOOTH) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU A5
NECESSARY. SEE 18/DTI.I.
5P-04 INSTALL NEW GATEWAY SIGN PACKAGE A5 5HOAN. COORDINATE LOCATION WITH
McDONALD'5 CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM 51TE
ENTRANCE. SEE DETAIL 8/DTI.2 FOR MORE INFORMATION.
5P-05 REMOVE EXI5TING PRE -SELL BOARD AND PROVIDE NEW PRE-5ELL BOARD PER
DETAIL 12/DTI.I. VERIFY LOCATION WITH McDONALD'5 PROJECT MANAGER AND DETAIL
3/DTI.O.
5P-06 PROVIDE NEW 51TE 4 DRIVE-THRU 5TRIPING/5YMBOL5 TO EXTENT 5HOAN. PAINT TO BE
(2) GOATS TRAFFIC, YELLOA; SEE DETAILS SHEET 50I.
5P-07 EXI5TIN5, LOT LIGHTING TO REMAIN.
5P-08 EXI5TING CATCH BA51N TO REMAIN. (APPROXIMATE LOCATION)
5P-0q INSTALL AHEEL5TOP5 AT LOCATIONS 5HOAN. ENSURE GAR OVERHANG DOES NOT
PROTRUDE INTO THE 44" MIN. AIDE AGCE51BLE ROUTE. SEE DETAIL XX/50I FOR MORE
INFORMATION.
SP-10 EXI5TING LANDSCAPE TO REMAIN, TYP. PATCH 4 REPLANT A5 NECE55ARY TO
ACCOMMODATE DEMOLITION 4 NEA CONSTRUCTION. RESTORE ANY 015TURBED
EXI5TING LAND5GAPING.
5P-II NEW LANDSCAPING TO MATCH ADJACENT AND AS REQUIRED BY LOCAL JURISDICTION
REQUIREMENTS.
5P-12 REMOVE EXI5TING PORTICO 5TRUCTURE, INCLUDING POSTS AND FOUNDATIONS. PLANT
AHERE DEMOLITION OCCURS TO MATCH ADJACENT.
5P-13 EXI5TING FLAG POLES TO REMAIN (TYP. OF 2). PROTECT FROM DAMAGE DURING
DEMOLITION AND NEA AORK.
SITE PLAN
SCALE: I" = 20'-0'
N 0 5 10 20 40FT.
ADA SITE PLAN KEYNOTES
AD-OI RELOCATE BARRIER -FREE AGGE551BLE STALLS (TYP. OF 3) A5 5HOAN, WITH ONE 116" MIN. AND ONE 60" MIN.
WIDE ACCESS A15LE ADJACENT TO THE STALLS. ENSURE ALL 5LOPE5,AT NEW PARKING STALLS 4 ACCE55
AISLES DO NOT EXCEED 2% IN ALL DIREGTION5; REGRADE PARKI _ OT AND 5EALCOAT AS NECESSARY.
PAINT ACCESSIBLE SYMBOL AT STALLS PER X/50I. INSTALL NEW ACCESSIBLE PARKING STALL 51GN5 TO BE
MOUNTED AITH BOTTOM OF THE LOWEST AGGE55IBLESI6N AT 60" MIN. ABOVE ADJACENT PARKING
SURFACE (TYP. OF 3) PER DETAIL X/50I. VAN STALL SIGN TO BE LOCATED AT STALL WITH PASSENGER 51DE
ADJACENT TO V WIDE ACCESS AISLE. P('OVIDE CONCRETE WHEEL STOPS AS 5HOAN PER DETAIL XX/5DI
WHERE NECESSARY IF GAR OVERHANG REDUCES AALKAAY TO LE55 THAN 44" CLEAR.. PROVIDE NEA CURB
RAMPS A5 5HOAN 4 REFER TO DETAIL XX/5DI FOR INFORMATION. SLOPE IN RUN DIRECTION SHALL BE 8%
MAX. 4 OR055 SLOPE SHALL BE NO GREATER THAN 1.5%. TOP 4 BOTTOM LANDINGS TO BE ENTIRE WIDTH OF
CURB RAMP 4 EXTEND 60" AITHOUT EXCEEDING 1.5% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE
AARNIN65 A5 NECESSARY. SEE DETAIL XX/SDI. BID ALT: REMOVE EXI5TING ASPHALT AS NEGE55ARY TO
PROVIDE NEW CONCRETE PAD AT AGGE55115LE STALLS AND ACCESS AISLE. ENSURE MAX 2% SLOPE IN ALL
DIRECTIONS 4 SMOOTH TRAN51TION TO ADJACENT ASPHALT STALLS.
AD-02 REMEDIATION OCGUR5 IN AD-OI
AD-03 REMEDIATION OCCURS IN AD-0I
AD-04 PROVIDE MIN. 44" AIDE ACGE5515LE ROUTE FROM ACCESSIBLE ENTRANCE TO THE PUBLIC RIGHT-OF-AAY.
ENSURE A 5X5' LANDING AT DOOR WITH 1.5% SLOPE IN ALL DIRECTIONS. POUR NEA CONCRETE WALKWAY
WITH SLOPE IN DIRECTION OF TRAVEL THAT DOES NOT EXCEED 5.0% AND GRO55-5LOPE DOES NOT EXCEED
1.5%. REGRADE PARKING LOT AND 5EALGOAT AS NECESSARY TO ENSURE 5% MAX. RUNNING TO 1.5% GRO55
SLOPE.
REMEDIATION OCCURS IN AD-OI
AD-06 REMOVE 4 REPOUR EXTERIOR AALKAAY AT BUILDING TO EXTENT NECESSARY TO ENSURE A MAXIMUM SLOPE 01
5% IN THE DIRECTION OF TRAVEL 4 MAXIMUM 1.5% CROSS SLOPE. ENSURE THAT THERE ARE NO GHANGE5 OF
LEVEL GREATER THAN 1/4" OR 1/2" WITH BEVEL AT THE EXPAN51ON JOINTS AND THE DOOR THRESHOLDS.
ENSURE A 5LIP-RE515TANT BROOM FINISH AT CONCRETE AALKAAY. PROVIDE A 5'X5LANDING AT ALL DOORS
AND GHANGE5 IN DIRECTION WITH 1.5% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAILS XX/5DI 4 XX/50I.
REMOVE EXI5TING LANDSCAPING/WALKWAY A5 NECESSARY TO PROVIDE GR055AALK MIN. 44" AIDE
AGCE5515LE ROUTE FROM DRIVE AGGE5515LE ENTRANCE TO THE PUBLIC, RIGHT-OF-AAY A5 5HOAN. ENSURE
SIDEWALK DOES NOT EXCEED MAX. 5% 5LOPE IN DIRECTION OF TRAVEL 4 MAX. 1.5% CROSS SLOPE.
PROVIDE NEW CURB RAMP A5 5HOAN 4 REFER TO DETAIL XX/50I FOR INFORMATION. SLOPE IN RUN
DIRECTION SHALL BE 8% MAX. 4 OR055 SLOPE SHALL BE NO GREATER THAN 1.5%. TOP 4 BOTTOM
LANDINC75 TO BE ENTIRE WIDTH OF CURB RAMP 4 EXTEND 60" WITHOUT EXCEEDING 1.5% SLOPE IN ANY
DIRECTION. PROVIDE DETECTABLE WARNINC75 AS NECESSARY. SEE DETAIL X/50I. ENSURE THERE 15 NO
CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" WITH BEVEL. SEE DETAIL XX/5DI.
AD -OS SEE FLOOR PLAN.
AD-Oq SEE FLOOR PLAN.
AD-10 REMOVE EXISTING GUARDRAIL AND PROVODE NEA PER DETAIL X/50I. PAINT TO MATCH MAIN BASE BUILDING
PER ELEVATIONS AND LOCATE TO ENSURE A 54" MIN. CLEAR DEPTH FROM FACE OF STOREFRONT DOOR TO
RAIL.
SIGN LEGEND
�A "WELCOME" GATEWAY SIGN (I NEW)
(�$ CUSTOMER ORDER DISPLAY Al INTEGRAL CANOPY (C.O.D) (2 NEN
G� OPO MENU BOARD (2 NEW)
O PRE -SELL BOARD (I NEA)
1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
EC❑N❑MICAL INSTALLATI❑N.
2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES
TO DETERMINE EXACT PINT OF SERVICE CONNECTION AT EXISTING
UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
CIRCUITING.
3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH
PAVEMENT,
I PAVING SPECIFICATION I
(MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS)
NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION
TEST AND/OR A CORE SAMPLE, IF TESTS PROVE CORRECT, PER ABOVE
SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S,
OTHERWISE, G,C, WILL BE CHARGED.
LOT LIGHTING RECOMMENDATION
EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S C❑NSTRUCTI❑N q
MANAGER IF CLEAN/RELAMP ❑R NO WORK DURING THIS PROJECT,
Q
PARKING INFORMATION
TOTAL 55 9'-0" X 18'-0" SPACES 0 90'
SPACES 3 H.C. 9'-0" X 18'-0" SPACES 0 90'
58
UTILITY INFORMATION
SIZE TYPE LOCATION
SANITARY SEWER EXISTING
WATER EXISTING
STORM SEWER EXISTING
ELECTRIC EXISTING
GAS EXISTING
SURVEY INFORMATION
CITY
FEDERAL
uo\2.Ok •- n
;�ECEIVED
_MACS ?01Z
CITY OF FEDERAL WAY
CDS
PLAN SCALE] 1' = 20'
STREET ADDRESS
2302 S 320th
STATE
WAY WA
COUNTY
KING
SECTION TOWNSHIP RANGE
REGIONAL DWG. NO
1
OR 1i mmi"
;�MJP-011_11-11011'1
CORPORATE DWG. NO.
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PLAN
ELEVATION GENERAL NOTES
T� O. ENTRY ARCADE
ELEV. + W-3"
T.O. ARCADE WALL
,d, 8.0. ACCENT BAND
ELEV. + 15-4"
1, B.O. CANOPY
ELEV. + q'-0"
LM-
,&, T..O�ENTRY ARCADE
E-F LEV. +
T.O. ARCADE WALL
B ACCENT BAND _
ELEV. + 15-4"
B.O. CANOPY
E'r LEV. + a'-0"
T�o. wlNDow HEAD
ELEV. + 6-0"
T.O. AINDOA SILL
'ELEV. + V-2n
,6TO. BRICK
ELEV. + 2'-8" +/2'-8" +/-
.j. T.O. SLAB
ELEV. + 0'-0"
T.O. HEARTH AALL h
ELEV. +
T.O. PARAPET h
ELEV. +
B.O. TRELLI5 AT D-T r,
ELEV. + II'4"
T.D. SL
ELEV. + O'-O"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
A2.1 50ALE: 1/4" = 1'-O"
I&M
T.O. PARAPET r,
ELEV. +
B.O. CANOPY s,
ELEV. + q'-O"
T.O. WINDOW HEAD
ELEV. + V-O"
T.O. WINDOW SILLio
ELEV. + 3'-2"
T.O. BRICK
ot
ELEV. + 2'-b" +/-
T.O. SLAB
ELEV. + 0'-0"
3 PARTIAL EAST ELEVATION
A2.1 SCALE: 1/4" = 1'-0"
I. UNIBODY FASCIA 516N WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA
CONSTRUCTION MANAGER AND COORDINATED WITH 516N MANUFACTURER.
2. EXI5TING TRASH ENCLOSURE 4 METAL 6ATE5 (NOT 5HOAN) TO BE PAINTED "13A5E
BUILDING" COLOR.
DENOTES SAFETY GLAZING.
ELEVATION KEYNOTES
EN-OI NEW HORIZONTAL CEMENT BOARD LAP SIDING $ TRIM. COLOR: BASE BUILDING.
EN-02 NEW HORIZONTAL CEMENT BOARD LAP SIDING $ TRIM. COLOR: DRIVE-THRU BANDING.
EN-03 NEW PARAPET ACCENT BAND PER COLOR LEGEND, THIS SHEET.
EN-04 CULTURED STONE VENEER BY OWEN5 CORNING
CONTACT: NANCY HUTCHINSON 330-125-0333
EN-05 METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL.
EN-Ob ALUMINUM TRELLIS
EN-O� ALUMINUM TRELLIS TIE -BACK
EN -OS ALUMINUM TRELLIS 2"XS" WALL FASCIA
EN-Oq ALUMINUM CANOPY (COLOR: YELLON.
EN-10 ALUMINUM CANOPY TIE -BACK
EN -II RELOCATED/ NEW STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER
SCHEDULE.
EN-12 EXI5TING HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF 5URROUNDING MATERIAL..
EN-13 NEW GUARDRAIL - PAINT TO MATCH ADJACENT MATERIAL (BASE BLDG).
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 METAL LETTERING - BY OTHERS.
EN -IS ROOFGAP ELEMENT BY OTHERS (45FRONT).
EN-Iq McDONALD'5 516NAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NAGE SUPPORT
NOTE ON TH15 SHEET.
EN-20 EXI5TIN6 GAS METER A55EMBLY TO REMAIN.
EN-21 NEW BRICK VENEER wAIN5C07TING AT REMOVED BAY WINDOW AREAS TO MATCH
ADJACENT.
City of Federal Way
Dept. of Community Development
Permit # 12 - tQ% A- �P
By & �- -
Date y k-" 12,0 ` 1__.
RECEIVED
MAR 15 2012
CITY OF FEDERAL WAY
CDS
COLOR LEGEND
TERRA GOTTA 50HEME:
ARCADES 4 HEARTH: CULTURED STONE - OAEN5 CORNING PRO -FIT LEDGE5TONE
#PF-SOIq "SOUTHM5T BLEND"
PARAPET BAND: METAL -ERA CORRUGATED METAL ASSEMBLY PACKAGE -
1/5" "5" PANEL 24 GAUGE;
COLOR: CITY 50APE
BASE BUILDING: EARTHLY RU55ET #2115-10
DRIVE-THRU BANDING: AZTEC BRICK #21-15-10
(ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.0)
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ELEVATIONS
oLT.O. HEARTH WALL
ELEV. +
oLT.O. PARAPET HALL
ELEV. + 17'-II
T.O. ARCADE WALL
h B.O. ACCENT BAND
ELEV. + 154"
OLB.O. CANOPY
"ELEV. + 1,-O"
h T.O. SLAB
ELEV. + 0'-0"
,,K T.O. _HEARTH WALL
ELEV. +
h T.O. PARAPET HALL
ELEV. + 17'-11"
T.O. ARCADE HALL
h B.O. ACCENT BAND
ELEV. + 154"
8.0. TRELLIS AT D-T
ELEV. + II'4"
,,j,T.O�SLAB_
E-F LEV. + 0'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
L
T.O. ENTRY ARCADE
ELEV. +
T.O. PARAPET OL
ELEV. +
T.O. PARAPET h
ELEV. +
T.O. ARCADE HALL
B.O. ACCENT BAND
ELEV. + 15'-4"
B.O. CANOPY h
ELEV. + 9'-0"
T.O. SLAB
ELEV. + 01-0"
T.O. WINDOW HEAD
ELEV. + 8'-0"
T.O. WINDOW 51LL
ELEV. +
T.O. BRICK
OL
ELEV. + 2'-S" +/-
T.O. 5LAB
ELEV. + 0'-0"
I/-%L WEST ELEVATION
ELEVATION GENERAL NOTES
I. UNIBODY FA501A SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'5 AREA
CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER.
2. EXISTING TRASH ENCL05URE 4 METAL GATES (NOT SHOWN) TO BE PAINTED "BASE
BUILDING" COLOR.
3. " * " DENOTES SAFETY GLAZING.
ELEVATION KEYNOTES
EN-01 NEW HORIZONTAL CEMENT BOARD LAP 51DIN6 8 TRIM, COLOR: BASE BUILDING.
EN-02 NEA HORIZONTAL CEMENT BOARD LAP 5IDIN6 $ TRIM. COLOR: DRIVE-THRU BANDING.
EN-03 NEA PARAPET ACCENT BAND PER COLOR LEGEND, THI5 SHEET.
EN-04 CULTURED STONE VENEER BY OAEN5 CORNING
CONTACT: NANCY HUTCHIN50N 330-125-0333
EN-05 METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL.
EN-O6 ALUMINUM TRELL15
EN-07 ALUMINUM TRELLIS TIE -BACK
EN -OS ALUMINUM TRELLIS 2"XS" HALL FASCIA
EN-O�i ALUMINUM CANOPY (COLOR: YELLOW).
EN-10 ALUMINUM CANOPY TIE -BACK
EN -II RELOCATED/ NEW STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER
SCHEDULE.
EN-_I2 EXISTING HOLLOA METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL.
EN-13 NEA GUARDRAIL - PAINT TO MATCH ADJACENT MATERIAL (BASE BLDG).
EN-14 LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL.
EN-15 LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL.
EN-!6 LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL.
EN-17 METAL LETTERING - BY OTHERS.
EN -IS ROOFCAP ELEMENT BY OTHERS (45' FRONT).
EN-Iq McDONALD'5 516NA6E BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NAGE SUPPORT
NOTE ON THI5 SHEET.
EN-20 EXISTING GAS METER A55EMBLY TO REMAIN.
EN-21 NEA BRICK VENEER AAIN500TTING AT REMOVED BAY WINDOW AREAS TO MATCH
ADJACENT.
PLANNING
City of Federal Way
Dept. of
Permit
RECEIVED
LIAR 15 2012
CITY OF FEDERAL. WAY
COLOR LEGEND
TERRA GOTTA SCHEME:
ARCADES $ HEARTH: CULTURED STONE - OAEN5 CORNING PRO -FIT LEDGESTONE
#PF-5019 "SOUTHWEST BLEND"
PARAPET BAND: METAL -ERA CORRUGATED METAL A55EMBLY PACKAGE -
7/8" "5" PANEL 24 GAUGE;
COLOR: CITY 50APE
BASE BUILDING: EARTHLY RU55ET #2175-10
DRIVE-THRU BANDING: AZTEC BRICK #2115-10
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V
A2. J SCALE: 1/4" = I'-O"
(ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.0)