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Plans (4) PLM2O1 5 - 0029 1 •a SYV3OLS LEGEND SHEET NOTES KEYNOTES 1:.:1 W �1, �TF �1 3 - - DENOTES LANDSCAPE AREA, 1. ALL CONCRETE TO SLOPE 2% AWAY FROM 3.05 CONCRETE CURB CE1 ° "'P m `♦`• - SEE CIVIL BUILDING. } a 3.10 DETECTABLE WARNING ARk-A AUG 1 7 2015 � o 2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED CONTROL JOINT REF SPECS CITYOFTIGARD • CANOPY DOWNSPOUT, ROUTE UNDER 3. REF CIVIL AND FOR LOCATION OF GREASE BUILDING DIVISION s L. SIDEWALK, DAYLIGHT AT CURB FACE, INTERCEPTOR EXCEPT AT REAR OF BUILDING CONNECTLII) ,r 5. ANCHOR TRASHCANS AND BENCHES IN PLACE (/) 'a, c TO 4 DRAIN. PER MANUFACTURERS RECOMMENDATIONS 1 N a � a CANOPY DOWNSPOUT, DAYLIGHT AT CITY OP TIGARD JO PC') N oSIDEWALK REVIEWED FOR CODE COMPLIANCE ' I N — — — 4" DRAIN LINE DAYLIGHT AT I Approved: [ A SEAL INTERSECTION OF DRAIN LINE AND • SLOPE NEAR WEST RETAINING WALL �� �l 3 O TRASH CAN, REF SPECIFICATIONS Address: StfV/D Ai2's1490 -/-7-) Suite #: .. By: Date: 5'-:-/9—/,,----- SEE ,� SEE CML FOR ADD RIP RAP AT 4 DOUGLAS P, RETAINING WALL LANDSCAPE AREA FOR OBERST EROSION CONTROL, TYP. • r n r n r n r w r r n r n r w r n r w r w r w r n r w r n r w r w r w r w r w r w r n' r n r n r n r n r n r n r n r n 6'-0" r w r r n r w r n r w r n r n tA TACOMA, WA • 4-O 6-6 6-0 11 -6 �4-0 8 -0 8 -O t / 1' t t 14-0 8-0 8 -0 4-6 5-0 5-0 5 -0 5-0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 4-6 8 -0 8 -0 4-0 8 -0 8-0 4-0 12 -0 � 6 -0 �4-0 -0 12-3 4-0 12-3 4-0 12-3 3'-9'' 424 �� 1 t t l_.1 1 a._ )1 t 1..1.1 • . \ /\- — II I —\ /— O X SEE CML .//� - I/%�� irAA x I A, FOR RETAINING WALL iiii- 4011. v v LO _ SAWCUT, REMOVE, AND REPLACE 1 1 rl j4v4r-3ni. o 0 il ,, „ ,ii___ o1 I �' SAWCUT, REMOVE, AND REPLACE PORTION OF CONCRETE SIDEWALK AS REMOVE AND REPLACE PORTION OF UNDERSLAB DRAIN, TYP. REMOVE AND REPLACE ... ___l—___L ��_ ^ M 1 / PORTION OF CONCRETE SIDEWALK AS NECESSARY TO ROUT ROOF DRAIN CONCRETE SIDEWALK BETWEEN PORTION OF CONCRETE �_ NECESSARY TO ROUT ROOF DRAIN UNDER SIDEWALK, CONNECT TO 4" CONTROL JOINTS AS NECESSARY TO — t �', A CANOPY DOWNSPOUT, SIDEWALK BETWEEN — UNDER SIDEWALK TO DAYLIGHT AT DRAIN PIPE, PROVIDE NEW CONTROL ROUT ROOF DRAIN UNDER SIDEWALK, (o 14-i Il CURB FACE, PROVIDE NEW CONTROL JOINT BETWEEN NEW AND EXISTING CONNECT TO 4" DRAIN PIPE 4 DAYLIGHT AT FACE OF CURB, USE 3" CONTROL JOINTS AS i N CAST IRON PIPE BELOW SIDEWALK TYP. NECESSARY TO ROUT ROOF (0 0 0) _ ' - JOINT BETWEEN NEW AND EXISTING AREAS OF SIDEWALK PROVIDE SHEET METAL TRANSITION DRAIN UNDER SIDEWALK, AREAS OF SIDEWALK REMOVE AND REPLACE PORTION OF BETWEEN DS & SUBGRADE PIPING CONNECT TO 4" DRAIN PIPE �- —GREASE INTERCEPTOR, CONCRETE SIDEWALK BETWEEN SEE CIVIL & MEP CONTROL JOINTS GREASE INTERCEPTOR, , O SEE CML & MEP I N OFFICE n _� .LOPE SLOPE -� copy O CONNECT TO EXT. o 1 j � CATCH BASIN REFER \ �� TO CIVIL DRAWINGS o N, FOR CB LOCATION = BUILDING #2 CONNECT CANOPY iI 10 F.F.E. = 186.5' DOWNSPOUTS TO PLAZA l/ -� \ REVISION \ _ DRAIN, SEE CIVIL TRASH CAI /\ li/ SAWCUT, REMOVE, AND REPLACE I PORTION OF CONCRETE SIDEWALK, Q REMOVE AND REPLACE PORTION I PROVIDE NEW CONTROL JOINT o OF CONCRETE SIDEWALK BETWEEN NEW AND EXISTING Ai$// BETWEEN CONTROL JOINTS AREAS OF SIDEWALK o I MI D 3 CANOPY DOWNSPOUT, CV 1,0 REMOVE AND REPLACE PORTION OF CONCRETE D Al 1:I DAYLIGHT AT FACE OF CURB, USE 3" It _ I ( J SIDEWALK BETWEEN CONTROL OINTS SCHEDULE 40 STEEL BELOW SIDEWALK. ao n PROVIDE SHEET METAL TRANSITION �''/'� CANOPY DOWNSPOUT„ DAYLIGHT AT FACE OF CURB, USE 3 BETWEEN DS & SUBGRADE PIPING _ CAST IRON PIPE BELOW SIDEWALK TYP THIS SIDE OF I , z BUILDING. PROVIDE SHEET METAL TRANSITION BETWEEN 2 o & SUBGRADE PIPI G I \ \ in DO_ T, L,,, ID o - MD 9 W W 7 j-----b , o I f7:3 7a— r7 I o J w , s ; L Q s A1.03 / __ )r`�Yxx k xXxxxXk TYP ! I . , ■ k XXXXXX I I : W r' Y� x is' ooi N \ N SEE CIVIL ♦• ♦♦♦♦♦♦ ♦♦+♦♦. • ♦ . . . . . V, ♦ . .. ..' * • .Y Ci rn FOR STAIR `♦ • • • • •`.` `♦`♦`. . .`♦`•`.`♦ ♦`♦`♦; .`♦`♦ ♦♦ ` " 4'-O" C-6" C-0" 11'-6" 4'-0" 8'-O" `$'' '. 4'-0" 8'-0" 8'-O" 4'-O" 8'-O" 8'-t 4'-0" 8'-O" 8'-O" 4'-O" 8'-O" 8'-0" 4'-0" 8'-0" 8'-O" 4'-O" 8'-0" 8'-0" 6;` . .`10;'8':`.`♦♦.6`�Y'. .5'74".'; .6;0" 12'-3" 4'-O" 12'-3" 4'-0" 12'-3" 3'-9" F O DESIGN .. . .`.` i i • ♦♦ .�•♦. ♦ (3.05) ♦ ♦• ♦♦♦, SEE CIVIL (3.10 ♦ ♦ ♦ •`♦♦♦♦♦♦.♦♦ ♦ ♦ ♦ F- H J 0 O • •••�•`• TYP. `♦` • •♦ r••♦♦Y♦•♦♦• • • •♦•♦•`•♦♦`•`•• ` FOR RAMP, TYP. U •• ♦•`• • ••`.`, A1.03 r• • • • • • • • • • • • 0 Q • • • • ♦ A1.03 ♦ - • • • • • • • • 3 Ce• ♦ ♦` TYP ♦ . ♦ . ♦• ( I0 � 2 • •♦•`♦•♦• !- REVISIONS • • /4\ 08.07.15 REV 4 J DATE J O c /�\ 04.10.12 // `� BCRANO. m A1.03 ~ / cp / ` CAW a / / ` 1 0053_A1 02.DWG `V / ` SHEET TITLE 441 / 'I ) SITE PLAN • .g RETAIL `♦ / / BUILDING #2 Lo • / N. / BCRA --' v� OCOPYRIGHT 2012 -BCRA,INC.ALL RIGHTS RESERVED O N SHEET SITE PLAN - RETAIL BUILDING #2 SCALE: 1 " = 10'-0" 0 5' 10' 20' A 1 . O 2 -,) ....___ ci 2SCALE: 1" = 10'-0" o PERMIT SET