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Plans (58) BU P2019-00142 PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES z x z > — SITE AREA: 1.21 ACRE -- I� (AD-01) PROVIDE 36" MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING ASPHALT 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT PAVING CONCRETE SIDEWALKS 4 CURBING, 4 LANDSCAPING A5 NECESSARY. INSTALL NEW LOCATI❑NS SHALL BE DETERMINED TO ALLOW FOR THE MOST EXISTING PARKING: bcl STALLS ECONOMICAL INSTALLATION, ----4-2-388-SW�C�OL SDI _ BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK PEDESTRIAN RAMP A5 SHOWN. __ -- _ _ _ ,--�� SIM PARKING REQUIRED: 7 PER 1,000 SF FLOOR COORDINATE CROSSWALK REQUIREMENTS WITH (AD-02). AT RAMP, PROVIDE 8% MAX SLOPE IN _-_-__ -_ ____-- � \ _ — DIRECTION OF TRAVEL 4 1.5% MAX CROSS SLOPE. PROVIDE 5' DEEP X RILL RAMP WIDTH TOP 2, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES — I� 1 '- o AREA= 4q STALLS 4 BOTTOM LANDINGS WITH 1.5% SLOPE IN ALL DIRECTIONS. PROVIDE 5' X 5' MIN INTERMEDIATE TO DETERMINE EXACT P❑INT OF SERVICE CONNECTION AT EXISTING 5D1 PARKING PROVIDED: 61 STALLS LANDING WITH 1.5% MAX SLOPE IN ALL DIRECTIONS. PROVIDE EDGE PROTECTION 4 HANDRAILS UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING I ii 1 AT EACH SIDE OF RAMP. HANDRAILS TO BE 34"-38" ABOVE RAMP SURFACE 4 EXTEND 12" MIN DRAWINGS FOR UTILITY SERVICE ENTRANCE L❑CATIONS, SIZES, AND �.� 19201_ — TJ-Ol SP-13 BEYOND TOP 4 BOTTOM OF RAMP;SEE DETAIL 14/SDI. ENSURE NO CHANGE IN LEVEL GREATER CIRCUITING. li_ o ' X5540 211 4q_� P 1 ■� NP ACCESSIBLE REQUIRED: 3 STALLS (BASED ON 67 PROVIDED) THAN 1/4" OR 1/2" WITH BEVEL ( , �I7 ACCESSIBLE PROVIDED: 3 STALLS CAD-02) INSTALL NEW BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK A5 SHOWN. PROVIDE 5% 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH i., — # - t ~ MAX SLOPE IN DIRECTION OF TRAVEL 4 15% MAX CR055 SLOPE; REGRADE PARKING LOT AND PAVEMENT, Z (5P-21)-\ 5P-14);'' ��,,� SDIo I ZONING: CG GENERAL COMMERCIAL SEALCOAT A5 NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO ',77,- \ \ �� 1 `- 1 ADJACENT PARKING LOT. ENSURE NO CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" WITH RECEIVED 0 5P-09) SP-21 - ` i It.._ -_.t,i ` BUILDING AREA: 6,100 5Q. FT. BEVEL or o 7-,, • • : : I V /: \D-02 CI / cp - (AD-03} RELOCATE 4 RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS (TYP. OF 3) AS SHOWN, ,JUN - G 209 v a� • • /�, ,� NPi OCCUPANCY. A-2 (EXISTING) WITH ACCESS AISLES BETWEEN STALLS. WIDTH OF STALLS AND ACCESS AISLES TO BE n ' 1, _ f / , 1 TYP CITY OF TIGARD i O MEASURED FROM CENTER OF STRIPING. ENSURE ALL SLOPES AT NEW PARKING STALLS AND VALIDITY OF PERMI 1' ' ti ` BUILDING DIVISION 6 . ';, r-, �V• k TYPE OF CONSTRUCTION: V-B (EXISTING) ACCESS AISLES DO NOT EXCEED 1.5% IN ALL DIRECTIONS; REGRADE PARKING LOT AND THE ISSUANCE OF A PER'v11T ' ' '�-" - \ 4 / SEALCOAT A5 NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO ' ' . " 12'-6' • / X \ BASED ON CONSTRUCTION - __ -- 1 :`�� -''( / 5 = - I STALL 5 LLS q'-0= ADJACENT PARKING STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/SDI. ENSURE DOCUMENTS AND OTHE#� `'; 15'-II' __ � '1 i ' x ' 4'-0 2-I'-0" EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUNTED AT EACH STALL WITH BOTTOM OF z z z z z �Ea3,�',1/4 4_01" / f „ „ DATA SHALL NOT PREVENT , O o o o < THE LOWEST SIGN AT 84 (+/- 3 ) ABOVE ADJACENT PARKING SURFACE (TYP. OF 3) PER ^ THE CODE OFFICIAL FROM `r' 5 ' < '� �, , > SP-15 5P-26)/ DETAIL 6/SDI. INSTALL NEW "VAN ACCESSIBLE" SIGN TO BE LOCATED AT STALL WITH 5 5 > I TYP� _ SP-I6REQUIRING THE CORRECTION ▪ w ,` IAD-OS) \J ' SP-21 -'p, 1 PASSENGER SIDE ADJACENT TO qb" MIN WIDE ACCESS AISLE. OF ERRORS. OSSC 105.4 y 5P-I6 Y O � w w w w -' TYP. (SP-20 -09 u� 12'-p'� z `' w - ti /11P � �, (AD-04) R• EMEDIATION OCCURS IN (AD-03) s z � z Q O ,•A ,, i (AD-05) REMEDIATION OCCURS IN (AD-03) 0 0 0 0 - - \ SP-31\ z (AD-O6) REMEDIATION OCCURS IN (AD-03) 6 v tr7 po CO 9ii . . \49' (AD-0-1) REMEDIATION OCCURS IN (AD-03) ,r-ri ,uPV `' N I ~' N Q N �8T0 AD-14 5P-08 '. 9 (AD-OS) REMOVE EXISTING CURB RAMP 4 PORTION OF CONCRETE SIDEWALK. INSTALL NEW CITY OF'TIGARI3 '-' - ® yy -- p,�-Oa CONCRETE CURBS 4 LANDSCAPE A5 SHOWN. SEE DETAIL 4/DTI.I �� /� _1 cv REVIEWER FOR CODE COMPLIANCE Q �. - ••• , 0 j (AD-09) R• EMOVE EXISTING CURB RAMP 4 CONCRETE SIDEWALKS TO EXTENT NECESSARY. Approved: ] ...• . .. . ° 5P-13 rrP \ I PROVIDE NEVSLIP RESISTANT, CONCRETE IN-LINE CURB RAMP AS SHOWN 4 PER DETAIL . � p _ >:�. , - I `n ` Q' I / Q/SDI. SLOPE IN DIRECTION OF TRAVEL TO BE 8% MAX WITH 1.5% MAX CROSS SLOPE. OTC: ( ] v 0 r,. - 4 • • �f I SITE PLAN KEYNOTES PROVIDE 5'-0" MIN DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDINGS WITH 1.5% MAX Permit MI „ p ) 9 - 0o ) 4 as ` • /�``';�/�� E O SLOPE IN ALL DIRECTIONS. ENSURE TOP AND BOTTOM TRANSITIONS ARE FLUSH WITH 1/4" :�'. .l • ..' Y p o 9Qg Address: MAX GRANGE IN LEVEL OR 1/2 WITH BEVEL. PROVIDE 5% MAX GUTTER PAN SLOPE. 1 D `� R A ��chci 1 1 S F,�rri o .J .-. t ,-0, (5P-08, ? CA (SP-OI) REMOVE EXISTING 4 INSTALL (2) NEW DIGITAL MENU BOARDS AS SHOWN. SEE DETAIL 2/DTI.0 Suite#: n (AD-10) REMOVE EXISTING SIDEWALK TO EXTENT SHOWN 4 INSTALL NEW WITH A SLIP X ^ , -, i �� / FOR EXACT LOCATIONS AND 10/DTI.I. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING RESISTANT, "LAMP BLACK" BROOM FINISH. PROVIDE MAX 5% SLOPE IN DIRECTION OF By: Date: - 114.0 i .• FOOTINGS. # - O = TRAVEL 4 1.5% MAX CR055 SLOPE. PROVIDE 5'X5' LANDING WITH MAX 1.5% SLOPE IN e� 5P-31 SP-I1) 2 IO _1 (5P-02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 4 INSTALL (2) CUSTOMER ORDER CANOPIES AS ALL DIRECTIONS AT EACH DOOR 4 CHANGE OF DIRECTION. ENSURE THERE 15 NO G T 7--‘c, DTI.O ifi Im F SHOWN PER DETAIL 6/D71.2. SEE DETAIL 2/DTI.O FOR EXACT LOCATIONS, LOCATE EXISTING CHANGE OF LEVEL OR THRESHOLD GREATER THAN 1/4" OR 1/2" WITH BEVEL. SEE r� - iI `� UTILITIES PRIOR TO EXCAVATING FOOTINGS. DETAILS 8/SDI 4 II/SDI. REMOVE 4 REPLACE CONCRETE CURBS ALONG AREA OF NEW = I x_03 1 i ' '.- 'YOIJ O �y cr' C5P-03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DT1.0. (OPTIONAL WORK. FLOAT ASPHALT AT AREAS OF PARKING LOT ADJACENT TO NEW CURBS AS TY,P ) 2b TIT � r , m "r AT DRIVE THRU BOOTH) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU AS NECESSARY TO MAINTAIN TYPICAL 6" MAX CURB. PROVIDE APPROPRIATE GRADED PAVING SPECIFICATION o I SPq r;�' in NECESSARY. SEE 18/DTI.I 4 20 DTI.I. NON-ABRUPT TRANSITION TO EXISTING ASPHALT PARKING LOT. EXTENT SHOWN 15 (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) NI- EXISTING 'C I 5I� i O ASSUMED MIN WORK FOR ACCESSIBILITY COMPLIANCE. GC TO VERIFY WITH EXISTING in NGRESS/EGRE55 (5P-06\ (SP-21 (SP-04) REMOVE EXISTING 4 INSTALL NEW GATEWAY SIGN PACKAGE A5 SHOWN. COORDINATE CONDITIONS 4 CONFIRM EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION MANAGER. 1 O AD-l0 ......__�._1,1'*...1173::.,.',1..i'f.,..-0_,,/. Ip LOCATION WITH MoDONALD'S CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM�0 1YP • • EXISTING McDONALD'S zSITE ENTRANCE. SEE DETAIL S/DTI.2 FOR MORE INFO. LOCATE UNDERGROUND UTILITIES O �°�� I ' RESTAURANT I PRIOR TO EXCAVATION. CAD-ID SEE FLOOR PLAN. z Com, in'-v lI 5P-10) SP-21I y_..`i 6,700 SF (SP-03o (5P-05) REMOVE EXISTING 4 INSTALL (2) NEW PRE-BROWSE MENU BOARD PER DETAIL 12/DTI.1. VERIFY (AD-12) REMEDIATION OCCURS IN (SP-06) W1 n'P LOCATION WITH McDONALD'S CONSTRUCTION MANAGER 4 DETAIL 2/DTI.O. (AD-13) S• EE FLOOR PLAN. NOTE. McDONALD'S ENGINEER RESERVES THE RIGHT T❑ REQUEST A COMPACTION TEST AND/ORA CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE = i Oa _ •_: "� (5P-06) INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON THE DRIVE-THRU G.O.D. 4 EACH DRIVE-THRU„ O (AD-14) REMOVE PORTION OF EXISTING LANDSCAPE 4 INSTALL NEW CONCRETE SIDEWALK TOSPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, - ii SERVICE WINDOW. SEE DETAILS -!/SDI 4 a/A4.4. PICTURE MENU, CLIPBOARD AND PENCILS ARE TO PROVIDE IS” MIN BEYOND DDDR LATCH FOR LANDING, COORDINATE SIDEWALK OTHERWISE, G,C, WILL BE CHARGED.• BE PROVIDED AT EACH DRIVE-THRU WINDOW.16 2 „ "�' I REQUIREMENTS WITH (AD-10)- = (SP-o-I) PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION;EXACT LOCATION TOL❑T LIGHTING REC❑MMENDATI❑N T I BE COORDINATED WITH McDONALD'S CONSTRUCTION MANAGER. PROVIDE 2" CONDUIT TO GASH CAD-15) REMEDIATION OCCURS IN (AD-10) "MU " 1 BOOTH .UNCTION BOX. CONNECT TO ELECTRICAL 4 DATA SYSTEMS. (AD-I6) REMEDIATION OCCURS IN (AD-004(AD-04) EXISTING LOT LIGHTS T❑ REMAIN. VERIFY WITH McD❑NALD'S CONSTRUCTION`n ~ _ SP-33 SPa SF-2ci, (5P-03) DESIGNATED PULL FORWARD PARKING STALLS 4 SIGNAGE PER MCDONALD'S MANAGER IF CLEAN/RELAMP OR N❑ W❑RK DURING THIS PROJECT, w it I � � z I�1 ' � : .,- �' , � 13 STANDARDS. PROTECT EXISTING SIGN FROM DAMAGE 4 INSTALL NEW AT LOCATION �a- TPO ~ 1 �_ '• • 5P-06 0 t9 SHOWN. RESTRIPE STALLS TO BE (2) GOATS TRAFFIC YELLOW. ` _ (SP-09) EXISTING ROAD SIGN TO REMAIN. PROTECT FROM DAMAGE. 5P-30 O L R=2'-O" Y�' I AD-09 • - . �:�: ( } > (5P-10) EXISTING DIRECTIONAL SIGN TO REMAIN. PROTECT FROM DAMAGE. C o a, o — , . ;▪ i - 0 (SP-11) REMOVE EXISTING ASPHALT, CONCRETE CURBS, 4 LANDSCAPE A5 NECESSARY TO - i' �� ° m N ,� � '• '+' -��3. —(SP-I4) ACCOMMODATE NEW WORK. NEW FONCRETE CURBS 4 LANDSCAPE A5 SHOWN PER 4 2 ° .__• ° `a - P-1 Li c a a v O • r �� •: {S 3` 25 _ O MCDONALDS SPECIFICATIONS. SEE DETAIL I/DTI.I J , a a N . .-5- I . 5 o g i ,. a ate, c, —° ;' 5P-34) Jr-2�1 - 4 0\ (5P-12) REMOVE EXISTING ASPHALT, LANDSCAPING, CONCRETE CURBS, 4 CONCRETE DRIVE THRI) ° o a a a° 0 --;--I " -- - 5P-33) • PAD AS NECESSARY TO ACCOMMODATE NEW WORK PAVING 4 CURBING THROUGHOUT PARKING INF❑RMATI❑N ° c a • a. E•o ce ,i o v � 3 �._ � N . �` I ? • S 2 SP-26) R=2'-O" I DRIVE THRU LANES AS SHOWN, PER McDONALD'S SPECIFICATIONS. SLOPE TO DRAIN AS 0 — _ o u, -. a .- 4 :�" / NECESSARY. SEE DETAILS 2/DTI.I, 3/DTI.I 4 4/ DT1.13 ADA 9'-0" X 18'-0" SPACES ® 90' o u c - 0. u tii_ 15 .. ....-__ N,. p TOTAL L_� - I SPACES c v E cif •o t �. 4q%, (5P-13) PATCH AND REPAIR EXISTING LANDSCAPE AS NECESSARY TO ACCOMMODATE�JAGENT 9 9'-0" X 15'-11" SPACES {0 90' o o z_c ° Z•g,a ORDER (.A ()� I -': ' .. E 2 SP-14 8, --❑� MENU E MATCH EXISTING 7 6 9'-0" X 17'-3" SPACES (� 54' O c c O ° a c , DRIVE THRU DEMOLITION AND NEW CONSTRUCTION NEW LANDSCAPING TO •��.� ����� � � SP-OI j „ ENSURE PLANTINGS DO NOT INHIBIT VIEW TO DRIVE THRU SIGNS L ° _, { � i f O _ �� � � (SP-I4) NEW LANDSCAPING TO MATCH ADJACENT 4 AS REQUIRED BY LOCAL JURISDICTION 16 9'-0" X 18'-0" SPACES C➢ 90' - 2 v ° ° co c _ - —�_.._ TRASH d7t'E ., -�--_._.� , "�" in _ REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF DRIVE THRU 4 DIRECTIONAL „____ .�._ � CORRAL - (IIAD-02 13 9'-0" X 12'-O" SPACES C� 49' �' v c c a"i - , , DRIVE THRU N SIGNAGE FROM CUSTOMERS. C ) .yrs ` c ° `� a_ o + (5P-O6} m 2�-b" (SP-15) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT 5 8'-8" X 12'-6" SPACES c� 49' VV N °L 0 - °'L oRDER °A IOP #2 I �' iYP '' ACCESSIBLE PARKING STALLS ACCESS AISLES 4 CROSSWALK COORDINATE WITH -J ` )- ' � 'l' j ' i 4 AD-O3) FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. 2 9'-0" x 18' 2" SPACES C� 90' o . �, v __________ _ _ ` SIGN LEGEND 0 Q o 1, c I 5P-05 , iF ... - 1 ,'�' SP-I2 (5P-I6) PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONS I <UCTION 2 9'-0" X 20'-0" SPACES (0) 0' v D 2 `� ° a, 2- . CSP-I-1)..„.) .-a �1"• y'4 ' / 5 SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC LAYER. STRIPE PARKING STALLS AND ago.N w ° a u 11 9 0 5 2 SPACES ® 90 I II = • .40. - �y K FFIC O "WELCOME" GATEWAY SIGN (I NEW) - r °, 1- ›,°) y SYMBOLS A5 SHOWN PAINTS TO BE TRAFFIC WHITE (2 GOATS) AT PAR INC AND TRA " X t 5P-01; • YELLOW (2 COATS) AT DRIVE-THRU. SEE DETAIL 1/SDI, 2/SDI, 4 3/5DI o ° au) °▪ a, E �� SP-I6 A ! ` ' �+' / B CUSTOMER OBITER CANOPY (2 NEW) UTILITY INFORMATION o ° a" ._,.o. �. �'', t , I (5P-17) APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. a u c 1E o 0 c-° \\ r TYP. t. ,.. ' til O c cr m n?+ c a EXISTING - ��` • , ,' " a � , �� I (SP-18) NOT USED. \G DIGITAL MENU BOARD (2 NEW) SIZE TYPE L❑CATI❑N Q C' ' a'i °-8 2 0 0 NGi�ES'�Er�RES , `� ' ° e x �, O� 18°-1" (5P-19) DEMOLISH EXISTING LANDSCAPING, ASPHALT PAVING, CONCRETE PAD 4 CURBS AS NECESSARY SANITARY SEWER EXISTING ® o -�" (5P-21 , ,, AL GATEWAY O PULL FORWARD STALL 51G ( EXISTING, I NEYU < a, C, ° D Cr) 0-u • `- 7- .. gr 5P-03 w I TYP. TO ACCOMMODATE NEW BUILDING ADDITION. SEE ARCHITECTURAL 4 STRUCTURAL DRAWINGS N �' ° �� 5P-04 , WATER EXISTING G_ 2 o- .,_, 2 L a) PRE-BROWSE I Z� O FOR MORE INFORMATION- REPLACE/ REPAIR CONCRETE CURBS, LANDSCAPING 4 CONCRETE E PRE-BROWSE BOARD (2 NEW) ,L- ,--° c ��O �: (5P-05}l (5P-14} ‘51 _� _ PAD ADJACENT TO ADDITION A5 NECESSARY PER DEMOLITION 4 NEW CONSTRUCTION. O STORM SEWER EXISTING BOARD 3 C` _.,�-- � > J a_�2 0 g P-k0 (SP-20) EXISTING FLAG POLE TO REMAIN. VERIFY IF LIGHT FOR FLAG POLE 15 MOUNTED TO BUILDING. O MOBILE ORDER PICKUP STALLS SIGN (1 RELOCATED) ELECTRIC EXISTING 4REMOVE 4 REINSTALL TO ACCOMMODATE NEW CONSTRUCTION ~ U.a — — � — — IF EXISTS, \ "ANY LANE, ANY TIME" SIGN (I NEW MOUNTED ON GATEWAY POLE) GAS EXISTING �' n o o ,'RE-BROWSE — — — — _ — - �. t_ I (5P-21) EXISTING LOT LIGHTING TO REMAIN. G 589° 54' V' W191.17' ---)'\ --` �� 3 t- 7 /._ BOARD I (5P-22) NOT USED. SURVEY INF❑RMATI❑N c c•) L U' ci_ oSPECU.r . '• ;-,r•'1'� : g'r ON REQUIRED (SP-23) EXISTING GA5 METER ASSEMBLY TO REMAIN; PROTECT FROM DAMAGE. Q V) State of Ore or. Structural Specialty Cod® (SP-24) NOT USED. LEGEND • �L � I (SP-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN; PROTECT FROM DAMAGE. 11 Concrete arc,Rcirilorcirn Steel EXISTING CONCRETE CURBING TO REMAIN/ REPAIR I (SP-26) EXISTING CATCH BASIN TO REMAIN. ,-, Bolts Instailec- (5P-21) NOT USED. Concrete NEW CONCRETE CURBING h a. Specie!Mom nI••'•csi sing Concrete Frame (SP-25) NOT USED. EXISTING CONSTRUCTION TO BE DEMOLISHED a. 0 Pte' 0 0 (SP-2q) EXISTING BOLLARDS, PROTECT FROM DAMAGE. FINISH PER ELEVATIONS. / //� 0 Reinforcing Ste ,CR Prestressing SteelTendorts NEW STRIPING an (5P-3o) REMOVE EXISTING 4 INSTALL NEW BOLLARD AT LOCATION SHOWN, PER DETAIL 5/DTI.2. FINISHEl Structl�ralW�:ld'sng I PLAN SCALE, 1" = 20' r.:3 i-1 PER ELEVATIONS EXISTING LANDSCAPING TO REMAIN lgh-Strenr�f3i Bolting I (SP-3I) REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION. REINSTALL STREET ADDRESS ❑ Structure.'.Masonry PER DETAIL 10/5D1. VERIFY REUSE WITH McDONALD'S CONSTRUCTION MANAGER INSTALL y * W NEW LANDSCAPING 12388 SW S C H LLS FERRY RD I PER McDONALDS SPECIFICATIONS. FINISH PER ELEVATIONS. ENSURE 54" MIN. DEEP W U, L- 0 Reinforce:~Svosum Concrete PROVIDED AT DOOR. II EXISTING CONCRETE TO REMAIN CITY STATE r D ,J InInsuiatar, •;.:•w,.rate Fill (SP-32) INSTALL CONCRETE WHEELSTOP5 AT LOCATIONS SHOWN. SEE DETAIL 12/S0I. - TIGARD OREGON❑ Spray Alpp :f '''-a RiesistiveMaterials LAJ I (SP-33) REMOVE EXISTING 4 INSTALL ALL NEW LAMP B ,�-10"ROOM FINISH CONCRETE V� NEW CONCRETE LLJ o _, `CY, Cl PIIIP9 ri'i«. "sirs and Caissons SIDEWALKS. COORDINATE REQUIREMENTS WITH - ft' a 8 n L) (5P-34) EXISTING BIKE RACK TO REMAIN;REMOVE 4 REINSTALL TO ACCOMMODATE NEW EXISTING LOT LIGHT COUNTY a.ILd Ld 0 - ,0 0 Shotcret CONSTRUCTION. SEE DETAIL 15/SDI. WASHINGTON R' rs { El Special Gran,-.;, ;=kcavation and Filling NEW LOT LIGHT . a -J c Fa o 1:3 Smoke-Cont-c,- ,t.-'ms COW awY o — " r Y r J ) F 612 W O ` Cr) .-.w..-_r•►-. N0c REGI❑NAL DWG. NO CORPORATE DWG, NO, 0 SITE PLAN A19-22,3 a SCALE:riiii I"= 20 I'-0° I 36 - 0ffl5 115o7 wSP === 7A 0 5 10 20 40 FT 51TE PLAN 1 NOTES: NOTES: NOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/8" THICK STEEL BASE PLATE NOTES: ACCUMULATE. I. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 6. DETECTOR LOOP MATERIAL: 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR. PVC TUBING 1/2" Ip, 100 PSI LOOP MADE FROM ONE LENGTH OF THIN (4) 7/8" X4-I/2" SLOTS ON AN II-1/4" i. G.G. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE RECOMMENDATIONS. FOURTEEN GAUGE STRANDED WIRE. LEAD-IN 15 PRE-TWISTED DIA. PATTERN SIGN SUPPLIER. 3. SEE SHEET DTI.O FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR AT FACTORY. 4" 8" 4" 2. GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR LOOP. DETECTOR LOOP. 1. DETECTOR LOOP CONSTRUCTION: / / 7 / q.8" X 3.q" X 0.2" 3. *12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP FABRICATED STEEL COLUMN BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 5. DETECTOR LOOP MANUFACTURERS: CORNERS AS DETAILED. WIRE LOOPED, FORMED d PIGTAILED DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWING COMPANIES OR AS DETAILED. j\rq.8" X 3.q" X 0.2 " GUSSET TO 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED. FABRICATED STEEL COLUMN • 3/!6"V PLATE EQUAL. BASE PLATE •,, • V j 5. ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR. 3M: {-800-328-0033 � : 3/Ib"� TUBE TO HME: 1-800-848-4468 - - SLOPE TOP TO SHED HATER 3/16"(/ PLATE TYP. n I I' "1 - _ =�L =_ I- I I FINISHED GRADE _ BUILDING WALL I-1/2" PVC CONDUITS TO BUILDING FOR: - 4) • LOOP DETECTOR d AUDIO rr„ IIT 1 I 3....._I_=J C, HEAVY 3/4" DIA. CONCRETE CURB • DATA GABLE HEX NUT (GALV) -- / i 1 I/2' PVC SLEEVE m �I ' DETECTOR LOOPril I/2" STEEL CONDUIT TO BUILDING FINI�HCD DTII CALE: __ NOTES.Dlv ii I I _. / 41' , 4 / GOP POST FOUNDATION _ 2'-O" TO 2'-6" _ J (3) #3 REBAR I D" G/G (3 I N / I'-8 1/2" /. �: I 1/2" PVC SLEEVE FOR DETECTOR LOOP - - rTOP 5" SUPPLIED BY i r I GENERAL CONTRACTOR) BASE PLATE DETAIL EXISTING 12'-O" (MIN.) Spa �DETECTOR � �` I ,Th I LOOP \' / 2'-0" TO 21-6" SECTION A u 3" STIRRUP - I Lj,-,5/� li Jr/ 51-0" , ; HOOK TYP. - DETECTOR IF�. LOOP - �� b"x IS" CURB FLOW TRAFFIC FLOW ; � �, (4) 3/4" DIA. x 30" LONG 1 �• ANCHOR BOLT WITH NUT d - `;� I 5'-O" WASHER (GALV.) 3/4PIA, x WIDTH OF DR1VE-THRU LANE • . NG ANCHOR BOLTWITH NUT d 4. I-- TRAFFICei SLOPE CONCRETE PLAN FLOW - O 0 WASHER (GALV.) 3/4" DIA. X 30 ; m I/4 PER FROMAWAY BLDG. IPVC SLEEVE IN DIT SLAB FOR 4.1 - `� LONGLANCHOR -- 1/2" CONCRETE CURB • BOLT (GALV) . VEHICLE DETECTOR LOOP . �" i` { HEAVY 3/4" DIA. i PLAN WEDTH OF DRIVE-THRU LANE ' I HEX NUT (GALV) I 1 1 PAVEMENT . /- BUILDING 2" MAX.1 - LEAD IN WIRES , TACK j V CONCRETE SLAB IN r= ELEV. 0'-0" COD POST 4 FOUNDATION ^, 'i 4 (4) #5 BARS (EQ. SPACED) SECTION A ANCHOR BOLT CONCRETE CURB zL SUPPLIED BY GENERAL NOTE: Y CONTRACTORIZ P.M w CONCRETE CURB -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. ( CONCRETE PAD -i\-----.."'"'"---- FOUNDATION WALL PAVEMENT 2" Mo -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 6' 1 I ELEV. -0'-1" SECTION AX.1: z q.8" X 3.q" X 0.2" // �� UNII NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER 1 I/2" PVC SLEEVE FOR VEHICLE m FABRICATED STEEL COLUMN WINDOWS ARE OPTIONAL. DETECTOR LOOP 3/4" GG TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE �" ' DIA. x 30" LONG ANCHOR BOLT WITH NUT 4 - FUTURE LOOP INSTALLATION. WASHER {GALV.) PATCH 4 REPAIR CONCRETE 1MU SECTION cam'' - CURB A5 NECESSARY (WHERE -1--1, 4, _ ` APPLICABLE) B DETECTOR LOOP A - C.O.D. DETECTOR LOOP - I I I I � 5/5" STEEL BASE PLATE DT WINDOW 2 0„ `m I I I I UM I DIA I I 1 1 /\/. U J D ill N v r ° DETECTOR LOOP DETAIL o DIGITAL MENU BOARD DIT CONCRETE PAD 2D °� N " 2 ��°, ooh ° �'.� o 18 �DTI.I SCALE: NOT TO SCALE N y L pETEGTOR_LOOP.DWG DTII CONNECTION DETAIL DTI.! SCALE: NOT TO SCALE � �I = � „ � .a ��° m �j j SCALE: 1/4 I-O GONGRETE_PADDWG_ a ` a o� �'o ° O Ul -o V d° NOTES: NOTES: ° C 1:3 m ° E•o o c C3 _ d co N d KEYNOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/8" THICK STEEL BASE PLATE o o °""- ` N ELECTRICAL EQUIPMENT ITEM 215.02E5 IN PRESENTATION 5 I I/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR d COD ACCUMULATE. 6 E ,- a o I BOOTH. PROVIDE 2' HOLE d GROMMET IN JUNCTION BOX AUDIO CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE {4) 7/8" X4-#/2" SLOTS ON AN II-I/4" '" U- o a o,n COVER PLATE FOR POS DATA GABLES. PROVIDE 2 I/2"C CONDUIT. DIA. PATTERN NOTE: SLOPE PAVEMENT TO FOLLOW LOT O o c 17.3 v ° a a5 FOR DRAINAGE q.8" X3.q" X0.2 " 4" 8" 4" u r � ° p � v °c ABOVE CEILING. I !/2"G FOR COD DATA CABLES. EC TO PROVIDE 3 PULL FABRICATED STEEL COLUMN / r' : q.8" X 3.q" X 02" OPTIONAL DRIVE-THRU WINDOW DETECTOR LOOP FOR ORDER 4 6 STRINGS INSIDE CONDUIT. BASE PLATE r N= _: N v 2 PRESENTATION WINDOWS - SEE 18/DTI.1. G.G. TO INSTALL PVC FABRICATED STEL COLUMN ow ° g °•� , E " ° POSSIBLE FUTURE LOOP INSTALLATION. CONDUIT FOR GOD LOOP DETECTOR, ELECTRICAL EQUIPMENT SLOPE TOP TO SHED WATER ASPHALT PAVEMENT . �, 0 ° C c V SLEEVES TO FACILITATE1 JGUSSET TO ITEM 211.IIEI" - SEE IS/DTI.I. n as 1- 0 o a `� 3/16"�/ PLATE �°- J o 11.2 ELECTRICAL EQUIPMENT ITEM #215.02E4 IN ORDER/CASH BOOTH. `•-\ ° 3 1/2"G-2#12, POWER FOR MENU BOARD ILLUMINATION. I I `J 171 a m 0 ° :1:1 r C PROVIDE 2 HOLE d GROMMET IN JUNCTION BOX COVER PLAN= 8 I I _ _ 3116" TUBE TO FOR P05 DATA GABLES. PROVIDE 2 1/2"C ABOVE CEILING. 1 N•U c ° N la- 3/Ib" PLATE TYP. y m o•- ° , aci 13 p vra� a� yE m PROVIDE STEEL CONDUIT AND CONDUCTOR PER P05 d GOD q "ORDER HERE' CANOPY LIGHTS. k 1 HEAW 3/4" DIA. ° a° o' N L o o 4 ISOLATED GROUND/ DEDICATED CIRCUIT DETAIL. I/2"C-2#12 d `� N �I I _ _ y A- A ' HEX NUT (GALV) z ° an 012 GROUND d 1#12 ISOLATED GROUND. PROVIDE I GB PER FINISHED ci - - 1 I 1 1 1 5' CONCRETE SLAB V_, i '. GOD. LANDSCAPE I I - V ® -0 ,, �` �` f14 WITH HI-TECH FIBERS • ° ° ,_ ° GRADE ir 1 1 rrri REINFORCMENT,SEE SITE 0, D m o PLAN FOR LOCATION -. w o-c '•Y a -- -JJ _� (3) #3 REBAR 10" GIG (3 I N I I ` - ° ° °' -- TOP 5" SUPPLIED BY 4„ 4., I I - 4" COMPACTED GRAVEL '- a " III I I GENERAL CONTRACTOR) d i i i I ` CEILING CEILING SECTION A i LI I`-8 1/2" F '3 r u n ? is BASE PLATE DETAIL ti 0_ TE1 c �_ DRIVE THRU PAD DETAIL f. "' GP I LP-I I 3 215.02E4 215.02E5 -------------- 3" STIRRUP 1 1 �DTI.I . INSIDE 1 '� I • non I 1 I o 0 0 o j (4)A 5/4" DIA. xT SO"NITLONGT d HOOK TYP. SCALE: 1/4" = I`-O" DRIVE-THRU_PAD.DWG• Y Y _ WASHER (GALV.) OUTSIDE 8 © _ 7 -- 1 ] 3/4" DIA. X 30" `-- COD rAIL-- ' --. 6 LONG ANCHOR ' f 5/4" DIA. b„ y BOLT (GALV) a ��e� I pi �:, DIGITAL MENU � �� • ANCHOR BOLT WITH NUT d FINISH GRADE BY 21Z.11EI 21T.IIEI �� R I" PRE-BROWSE BOARD r-� BOARD /� p WASHER (GALV.) ,-' z ( 1 i.91 I LANDSCAPER TOP OF PAVEMENT c.f,HEAVY 3/4" DIA. i r i .a. HEX NUT (GALV) Ell fe • ROUGH GRADE BY -- ---- ,`�' I I TRA b © I I TACK\ G.G. I :fl %r: FLOW �. 0 I.. / V n 1N_----___- «; lli col Li �--J pl ° ' d (4) *5 BARS (EQ. SPACED) SECTION A ANCHOR BOLT - _- _ _ in SUPPLIED BY GENERAL " l_�J NOTE: `= 1. 4.:10,‘ = q.8 X3. ' X0.2 CE: &, C ;= I I 't CONTRACTOR #4 (CONTINUOUS) )• �_z FABRICATED STEEL COLUMN • -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. ____ a "f ;� -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE CL iy> _ �-) tr 3/4 DIA. x 30" LONG NOTE: PROVIDE EXPANSION :;, .- r 1 ANCHOR BOLT WITH NUT 4 ,JOINTS @ 20'-0" 0.G. (MAX.) 7 2'-O" WASIiLR (GALV.) } L..1 k . , ' s SECONDARY DIA. I "�,. cFP w ._ 0 _ TANDEM ! • 5/8' STEEL BASE PLATE i- �� c_; co F.-- ,r LDRIVE-THRU J2 (WHEN APPLIES) m I I I I CAISSON FOUNDATION .1.2,.I 8-273 -- /1 1`O DRIVE-THRU SITE WIRING DIAGRAM n DIGITAL PRE-BROWSE BOARD (4 6" X 18" CURB SECTION ". n I DRIVE THRU DTLS SCALE: NOT TO SCALE SITE_WIRING.DWG �Tl� SCALE: NOT TO SCALE CONNECTION DETAIL PTI.I SCALE: 1/4" _ !'-O" GURB.DWG b" DIA. CONCRETE FILLED POST 0 TOP OF PAVING iA r y ' /� —.1kT \ . 1 0 1O. o /1 I I PRIMARY SIGHT LINE N i VIEWING AREA \. -- \ OF CAR IN MOTION. 30° 6" (- MAX. ROTATION OF HEAD / ,‘ BEFORE DISCOMFORT. PLAN SECTION el.2 DIT POST DETAIL IVEHICLE SIGHT LINES SCALE: NOT 70 SCALEnT P T17W(y �DTI.2 SCALE, NOT TO SCALE VEHIGLE_516HT_LINES.DWG NOTE: NOTE: -USE 3000 P51 CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT STRENGTH (f'c) ACCUMULATE. -PIER DEPTHS REQUIRED ARE MINIMUMS. -U5E F1554 GRADE 36 BOLTS MINIMUM 1/2 HEIGHT LOCK NUT ALL PIERS TO EXTEND TO FROST DEPTH -USE HOT DIPPED GALVANIZED BOLTS (GALVANIZED) AS DETERMINED BY LOCAL -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF HEAVY HEX NUT M. JURISDICTION. STANDARD PRACTICE (GALVANIZED) -TOP OF PIERS SHALL BE SLOPED SUCH -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED A5 AN .."7.4-'-- THAT MOISTURE CANNOT ACCUMULATE. SLOPE TOP TO ASSEMBLY FROM THE SIGN/ LIGHTING MANUFACTURER PLATE YVA=/FICRS PER -MINIMUM ALLOWABLE LATERAL SOIL SHED WATER l –DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE MFR. (GALVANIZED) BEARING PRESSURE 100 PSF/FT OF II -� 3'-0" DIA. HEAVY HEX LEVELING NUT DEPTH (x2) ' I I I (GALVANIZED) -PROVIDE A MINIMUM OF 3" CONCRETE FOUNDATION COVER FOR ALL EMBEDDED STEEL I " I" GRADE 36, HOT -ALL FOUNDATIONS ARE DESIGNED FOR � thh immri th– — DIPPED GALVANIZED SINGLE OR DOUBLE PIER COLUMNS FINISHED ._\_ 7 _ II LANDSCAPE ————7I-- *. ANCHOR BOLT 1 GRADE CONTRACTOR O -ALL REINFORCING BY GENERAL z I W 1 I I IC-i °▪ w co riL E Li - I : r ', m O 1— 4 L �,, 2"x2"xl/4" PLATE —_ U limmi 11111 TIT f SLOPE TOP TO 1d WI I 1- 1ISHED WATER V iiiANCHOR BOLT 1 EtI el 1 f 3" MIN. COVER � I 4 � NOTE: Q TIT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 1.1.1 Z ACCUMULATE. = I ' }. - — - - - -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED A5 AN n Q _ _ _ L - - _ _ _ ASSEMBLY FROM THE SIGN/ LIGHTING MANUFACTURER r" `i 00 -DO NOT CUT ANCHOR 13OLT5 AFTER INSTALLATION OF POLE L. iL f 0_1— (8) *6 VERTICALS SUPPLIED BY GENE II � ' ° N CONTRACTORI I • ppt_w ELECTRICAL CONDUITS FEDta • 1r/ v a o v 4 THROUGH HOLE IN BASF PLATE 2 ` ` `PD 2 a o' #3 TIES ® 12" O.G. W/ (3) *3 TIES ® X - --1-,. . 0 o 0 c TOP 5" SUPPLIED BY GENERAL Q �. c v a, CONTRACTOR `� I I I I 0 a .. 'E ° 0 0 aN N a cV iii iii o O�..- 6 ''.--$ ,,,..---------7 7 -------_, \‘. •-• .... . 4, a, ..., 0_. cr,)•- -a o. � � +' V+L' O C �0- 3 • 3'-O" DIA. n SLOPE TOP TO SHOD WATER O . ,-o'3 0 0 m / i II ill II `' a) o� 000�o ORDER HERE CANOPY FOUNDATION L o f v 6 c A� � v O,7 ay E c c D Cl a) g-' d+' O �T1.7CONNECTION DETAIL SCALE: NOT TO SCALE OMENas. c u- Uy_ 0 1,2 O J~ c aY p O NOTE: NOTE:.,. °.< ._!4.!-0 ?;0 :F V1 0 vh 0 c u,o -USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 0 a °Q c STRENGTH (f'c) ACCUMULATE. o.. ;v= a -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL -HOT DIPPED GALVANIZED BOLTS CI -a o-c .4 L L E PIERS TO EXTEND TO FROST DEPTH A5 -F1554 GRADE 36 ANCHOR BOLTS 1/2 HEIGHT LOCK NUT t� 0 d,) o . , o a o DETERMINED BY LOCAL JURISDICTION. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF (GALVANIZED) co a«2 i 2 -TOP OF PIERS SHALL BE SLOPED SUCH THAT STANDARD PRACTICE HEAVY HEX NUT . o Q. L c a�-; o MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN (GALVANIZED) o o 0 0 0- -ELECTRICAL CONTRACTOR TO PROVIDE ASSEMBLY FROM THE SIGN/ LIGHTING MANUFACTURER f1.. t N 5 a o INFORMATION ON CONDUIT AND ELECTRICAL SLOPE TOP TO I I III -DO NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE GALVANIZED WASH)=R5 �.Tr L •� UREQUIREMENTS. SHED WATER (SUPPLIED BY MFRJ L L-- O O L a)t -MINIMUM ALLOWABLE LATERAL SOIL f 1' r1 I I I' a e. BEARING PRESSURE 100 P5F/FT OF DEPTH I III I / 36" HEAVY HEX LEVELING NUT (x2). --- --I-I- DIA. (GALVANIZED) > ,.::.. i c.. -311 MIN. CONCRETE COVER FOR m - -F 10" " " vi c-, REINFORCEMENT3/4" DIA. GRADE 55 HOT '. E.� -- -ALL REINFORCING BY GENERAL FINISHED TI ( �� DIPPED GALVANIZED `' v 3 L. i.., (i) w LANDSCAPE I 11 �= w CONTRACTOR GRADE I I ANCHOR BOLT F c,, ,;) I I I I m �, I I I 0 co I_ J_ 1 _L 4 \ % ...19 I TIT I 2"x2"xI/4" PLATE LU I I I SLOTTED HOLE 41" b SLOPE TOP TO L v N, W I W SHED WATER ANCHOR BOLT I l I I I r3" MIN. COVER NOTE: ar I — / -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT TIT f . ACCUMULATE. O I I I -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN `i9 '� - - - - ilL — - - - _ ASSEMBLY FROM THE SIGN/ LIGHTING MANUFACTURER 1- - J -DO NOT GUT ANCHOR BOLTS AFTER INSTALLATION OF POLE .... J - —1- - — — —I— — :, r) a C.. _ (7, (12) 6'-10" *6 VERTICALS SUPPLIED BY 4 �= GENERAL CONTRACTOR . fY o 0 , s tom- i., o. (.0 #3 TIES ® 12" O.G. W/ (3) #3 TIES @ I I 1 �� �` Cc L. -:j o F TOP 5 SUPPLIED BY GENERAL 'T a -- , CONTRACTOR I �'� _ , `.1 �� - ELECTRICAL CONDUITS FED "' `�: Q THROUGH HOLE IN BASE PLATE 1 i ii „.7., - ' . CK)3b" L iii MI in R. \ ;-N,.— 1 ''''.7: s .`7!d c.__-_,' 0 :.,' I.' I- c, 1_, 1 ) r...; v N� L �` H.1 Rf 2� #.15� DIA. ~_ — — SLOPE TOP TO SHED WATERD , n GATEWAY SIGN FOUNDATION I I1 I . 2 DT1. I I Y DRIVE THRID DETAILS SCALE: NOT TO SCALE CONNECTION DETAIL < < < < 0 S S S I S I.a_ E1_ L_ L.L. IL m oIo n • N-0 " 2 a ?■m T.O. PLAY PLACE WALL N-05 (EN-04} EN-01 (EN-Iq EN-040SEN-OS) A3.0 eN-05 (EN-32) (EN-3q)- (EN-Iq A3.0 T.O. PLAY PLACE WALL (EN-0q •• N-0 : irN-05 GI= EN-3q) --(EN-OI) (EN-I3}� CN-O5P), Iii ',ELEV. EXISTING NP• ELEV. EXISTING NP. i3■ 19 d _ _ 1 L IM EN-1g -----i f f 1 -iiI r T.D. PARAPET BLOCKING EN-1g r T.D. PARAPET BLOCKING �I j 4vELEV. +i8'-q 1/2" - 1,I • ELEV. +I8'-q I/2" I • 0 L '� o d vv.. II 7.0. 570REFRON7 • Z J , MATCH EXISTING / (EN-3q C120 i I . ® _ ry■ 8.0. METAL PANEL \_ t. �' EN-13 B.O. METAL PANEL ® ,�• n ELEV. EXISTING ELEV. +II'-7 I/2" I I Tl 1 \_ 3N10' r B.O. CANOPY/TRELLIS B.O. CANOPY/ „ !� I 7 J ELEV. +I0'-II" L TRELLISF I I z ,, (' z ELEV.+10-I I ,k il; i,� s� B.O. CANOPY/TRELLIS N-12B) -_ ix�_� LLI lil LiJ Lit ELEV. +10I1 I" EN-14 .. . iw LLl Lil Lt T.O. STOREFRONT • Cr > i ELEV. EXISTING EN-O6 * Z z z a _ 1 I 3z� TYP. F.O. WAINSCOT (EN-07 ' ■ ff) Lr coELEV. EXISTING I ,-- ' lj ; ' T.O. SILL (EN-28 T.O. 51LUWAINSGOT `II co \ ELEV. EXISTING - I ELEV. EXISTING \_ . B.O. BATTONS — - B.O. BATTONS ■ E ELEV. +0'-2" n 4. ELEV. +0'-2" �` i ■ T.D. SLAB _�_ L _ .,. )- ._ T.O. SLAB ELEV. +0'-O" . - -.. ELEV. +0'-O" EN-03 ® eN-I0A}- EN-2q EN-Ob EN-21 cN-IOA}- ( EN-II )- -(EN-DI) ( N-ISA ® (EN-I2A)- EN-03 • EN-07 I NORTH ELEVATION 2 WEST ELEVATION A2.0SCALE: 1/4" = 1'-0" A2.0 SCALE: I/4" = I'-0" PI' o �C cv (.4•0-) -CN-051) Ak EN-041) WMiM iN - N-05EN-18 EN-1q ® EN-17A EN-OS) (EN-13) (EN-04)-' - N-05. EN-13) i� (EN-15B) • (EN-15B)- (EN-158)- T.O. PLAY PLACE WALL �■'� _ t-•■ I TYP. TYP. TYP. TYP. / ELEV. EXISTING ta: r. 1 1-1H1-11-111. 11, 1 �, ' 1 , T.O. PARAPET BLOGKI NG I _II_ -- _ ---- ELEV. +151-1 I/2 IMU pr _ _ - -- I II' ` 1 T — - - _ �_. T.O.li } E_ L, i = ■ f '' / ! -V -;_ Fok 'Y �. _� MATCH EXISTING 0 0 . / A i Nc_ i—i / ..) c7 ,_ , i )___ rr B.O. METAL PANEL a) v -6 y r ELEV +II' ? I/2" J ° ° N I') ‘,„ LI, . e 0 . r l r . , I .,_.„,0 B D GA /TRILL NOPY IS Qvv 1, �> - .. .. _. __ _ _ L a) I ELEV. +10'-11" -Q' ° a ` o ° J, v I • U v• v L L U �� vvv °� � 0 _ ■ T O STOREFRONT � o.o _ aa • Q 0�\ \ ELEV. EXISTINGp / o --. c oa., uoo c o IN / \ I : /i \ , (/)" NM L -°iw : _ T.O. c v n‘D �'\11/4 .. ��. E.)3 [F � .. <i£'. � Vii: ,1 , ! E � '. E r� �i£ e� - : r 1� C 0- L L U I 3 {{ 33 [[ 1 7 [{ t{ E 3 1 / SILL/WAINSGOT 11 :"\-' 1: . rH \ ./ 3 1- 3 �..., 3 E , E i 1,3 g S 3 : E 1 :£` i E, i I i I l a 3('E 3£ E l £ 4 . E'. €i £,{E 3" -E 3 F H i 5 F 3 i 3£ E , _ ..-,_ I: 1 I r€ i ' ELEV. EXISTING _O _)I— C N L ., ..„,„,,,__., . i, . , i,--1....,........ __----_--- ___. / I _ cr) 0'N C vii._O !I l l - — — o BATTONS a / .►.� BD. +O-2 v U '11-)) �, • Mil _m...N � LI _ :, 0 ° o1 vara) L? .� ,..... � T.O. SLAB � � �'-" v a N _ p o I 'I1C ,, (..) . U - — m U ■ - - - , N-1C3 EN-II EN-07 EN-O6 ® - N-I2A) EN-03 KEN-14) EN-OI -(EN-20) ® EN-26 KEN-20) ® th E ., w L c°'. o - N-I2A) EN 03 EN O6 EN 07 �}- ( }~ L. TYP. TYP. TYP, r_) -a >, v°-0 m•c t� t) D a) o ft a) O O D a] a)_U U 4 CO a to -15 L O WEST ELEVATION 4 :