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SEE SITE PLAN ARROWS SHALL BE <br />FOR TYPE OF ARROW PAINTED SHERWIN-WILLIAMS FINISH LEGEND <br />(RIGHT, LEFT OR AHEAD) KNOCKOUT ORANGE (SW#6885) o M o <br />• cfl0co 0 <br />7 -0 4'-3" 4'-3" L a' M o0 00 E <br />WHITE 10 <br />U }• (D � ti <br />� P5 SAFETY YELLOW L � <br />P126 KNOCKOUT ORANGE SW#6885 a Q CO CO o <br />6 TYP a�Ltico00 0' <br />® Ol cp } o ocu rn°'.rn <br />Q D <br />"GUSTO GOLD" N <br />C m CO rn <br />CM 0 <br />SW 6904 <br />I - CU O <br />"KNOCKOUT ORANGE" Parking Stall Graphic 84"x24" o 2 -0 0 in 0 10 <br />0 L <br />SW 6885 I CL <br />�n 4rr 4.. 4" 4n 4" Q Ln <br />PICKUP PAVEMENT MARKING y <br />13 1 /2" = 1 r_Of. <br />f_Or r_Of f_Of f_Or ,—O, <br />PAINTED SAFETY Li oo} <br />za <br />YELLOW z«6�2 20a <br />NOT USED ASSOCIATE PATH PICKUP DIRECTIONAL PAVEMENT ARROWS D- a -a -SKV �W_'UU <br />r .. O W_ '�Z - XQrZOE>. <br />7-0 1 1 1 0 n f n 9 n r n � aN >-<go WWMyCmW <br />NTS 3/8 = 1 -0 VV 3/8 = 1 -0 �� y� �o.0WWZ��� <br />WHITE p 3v�Wm�a�wa�000 <br />U pf-aw WZ <br />W Z m��V ZZ< <br />ac Z O W W W W 0 G C <br />a LnL%4z.WZL"WgIx o�-a� <br />(n ���'i0oNo<<O<Ww< <br />"GUSTO GOLD" ® BEGIN NUMBERING AT SECOND PICKUP <br />SW 6904 `D STALL CLOSEST TO SIGN ON BACK OF <br />THE PICKUP DOOR BOLLARD MOUNTED <br />PARKING SIGNS <br />ALIGNED TO TOP <br />"KNOCKOUT ORANGE" <br />SW 6885 <br />GALVANIZED BOLT LOCATIONS PER <br />Directional Pavement Marking (Vert. Stetch) SQUARE TUBE STANDARD WITH <br />SPACER AS FOR LEVEL <br />84 x42 (Plus Directional Arrow REF 9-SP1.1) PER 2-SP1 <br />z SIGN MOUNTING z <br />USE 4" SCH. 40 <br />STEEL PIPE FILLED _ o <br />DIRECTIONAL PAVEMENT MARKING W/ CONCRETE WITH N N z <br />12 , 2,f = TOP ROUNDED AND is o <br />/ PAINTED TRAFFIC <br />YELLOW LAYOUT PER STRIPING <br />U-BOLT DETAIL/SITE PLAN <br />SLOPE TOP <br />OF CONCRETE SLOPE TOP <br />OF CONCRETE <br />GROUND 0I U-BOLT NUT GROUND N O D <br />LOCATIONS <br />ACE CIF % SURFACF <br />24 4 0 z <br />.•Q •a° w <br />} } r POST WITH SIGN(S) <br />3 3 SLOPE TOP 3 0 % N U <br />3500 PSI PC 4 _j OF CONCRETE 3500 PSI PC PAINTED ENDCAP - 90' N <br />CONCRETE BASE I > I CONCRETE BASE I SIGN LOCATIONS - 90' PARKING a+ <br />• a - a ' " - NOTES: ., <br />O U <br />o 0 O 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, r\ <br />3500 PSI PC a 4 I w I r ., <br />O I It Olt <br />CONCRETE BASE I V. O I FEDERAL HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC O O O <br />CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO <br />0 4-0 0 4-0 0 4-0 <br />ll w w w POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. <br />LiJ o <br />' 2. GALVANIZED SQUARE TUBE <br />1'-6" 1'-6" 1'-6" POST TUBES - 2"x2%3/16" 12GA Q Uj <br />POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. (n <br />TYPICAL DIRECTION SIGNAGE FRONTVIEW - TYPICAL PICKUP SIDEVIEW - TYPICAL PICKUP SIGN MOUNTING AND BASE WITH BOLLARD N <br />Stall Designation Signs PARKING SIGNAGE PARKING SIGNAGE USE WHERE SIGN IS NOT WITHIN CURBED ISLAND OR RAISED SIDEWALKS w <br />18'X8" <br />NOT USED SIGN MOUNTING AND BASE AT PAVING <br />4B NTS 4A 1/2» = 1'-0" o <br />i P'I* <br />P poQ[�ap <br />ISSUE BLOCK <br />Logo Signs (Small) Logo Signs (Large) <br />181Ox8" 18"x8" BEGIN NUMBERING AT <br />STALL CLOSEST TO <br />GALVANIZED THE PICKUP DOOR <br />Oi <br />P <br />SQUARE TUBE c" kuz_ <br />SEE REMOVABLE <br />0 <br />SQUARE TUBE o <br />• • • ' • POST I cj LAYOUT PER STRIPING <br />co DETAIL/SITE PLAN <br />00 <br />Call In Sign Directional Signs SEE REMOVABLE a EQ EQ <br />18%8" (Left/Straight/Right) SQUARE TUBE <br />SLOPE TOP <br />ATTACHMENT T <br />18"x8" SIGNS BY WALMART OF CONCRETE <br />POST <br />OR BOLLARD BYO <br />OY G.CLL GROUND <br />SLOPE TOP <br />OF CONCRETE _ <br />POST WITH SIGN(S) <br />o CHECKED BY: RWO <br />SIGNAGE - - <br />„ Q CONCRETE BASE r 3500 PSI PC d <br />81 - 1 -0 3 . j � � a `� DRAWN BY: LMD CRE <br />_ � I 3 CONCRETE BASE � �• 1 CURBED ISLAND - 90' / <br />J1. N w I_� iv SIGN LOCATIONS 90' PARKING PROTO: LCC <br />4'-0" - 'a 4'-0" <br />NOTES: <br />U_ a 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, PROTO CYCLE: 01 /31 /17 <br />1'-O" 0 1 �_0r, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC <br />o CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO DOCUMENT DATE: 02/16/17 <br />o TYPICAL DIRECTION SIGNAGE w TYPICAL DIRECTION SIGNAGE POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. <br />2. GALVANIZED SQUARE TUBE RECORD DRAWINGS NOTICE <br />„ " THE RECORD COPY OF THIS DRAWING <br />5/16" GR 5 O POST TUBES - 2 x2 x3/16 12GA IS ON FILE AT THE OFFICES OF SGA <br />POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. DESIGN GROUP. THIS ELECTRONIC <br />FLANGED BOLT DOCUMENT IS RELEASED FOR THE <br />�� 4 " x3 16 �� 12GA PURPOSES OF REFERENCE, <br />x2-1 ANCHOR TUBE - 2-1 4 O COORDINATION, AND/OR FACILITY <br />POLE MOUNTED PICKUP PARKING / / / MANAGEMENT. THIS DRAWING SHALL <br />o SIGNAGE. WALMART FURNISHED, HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. NOT BE CONSIDERED FINAL OR <br />r- STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER COMPLETE UNLESS IT IS SIGNED AND <br />o CONTRACTOR INSTALLED. <br />REF 4-SP1.1 AND 4A-SP1.1 5/16" GR 5 00 ASTM A 123. SEALED BY THE ARCHITECT. <br />SERRATED GROUND <br />J FLANGED NUT SURFACE THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A <br />a MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM OF 27" <br />w I DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. <br />0 <br />PLAN VIEW PARTIAL ELEVATION SIGN MOUNTING AND BASE WITHOUT BOLLARD <br />�_ 12'-0" <br />U' REMOVABLE SQUARE TUBE POST (USE WHERE SIGN IS WITHIN CURBED ISLAND OR RAISED SIDEWALK) <br />Y SIGN MOUNTING AND BASE AT CURBED ISLAND <br />0- U <br />2'-0" 4 - <br />, /2„ _ , 9-0„ <br />TYP <br />10,-0" <br />U' SIGNAGE SIGNAGE <br />1 0I PICKUP LANE STRIPING, <br />0 o PAINT P126 TYP <br />n N <br />O <br />O <br />U <br />U <br />o I NOT USED "U"-CHANNEL P��•OM,q.. <br />0 6 NTS POST (2 LBS/FT) <br />LAP EXISTING POST o �OQ <br />^' AND NEW CHANNEL I RELOCATE EXISTING SIGNS WHERE RELOCATE EXISTING SIGNS WHERE ' — * — <br />/ 0 ° U -CHANNEL <br />o pOQ�a Q PARKING STALL GRAPHIC AS INDICATED. POSSIBLE. FOR NEW PEDESTRIAN POSSIBLE. FOR NEW PEDESTRIAN �:y AR96472 <br />CENTERED BETWEEN STRIPES PROVIDE (1) LOCKING CROSSING SIGN USE MUTCO WARNING POST (2 LBS/FT) CROSSING SIGN USE MUTCO WARNING �'•J <br />AT ENTRANCE TO PARKING NUT, BOLD AND z SIGNS W11-2 (TOP) AND W16-7P z SIGNS W11-2 (TOP) AND W16-7P ,.•'�� <br />N STALL, REF 13-SP1.1 TYP WASHER MIN, AT (BOTTOM) WITH A BLACK LEGEND ON USE 6" PIPE BOLLARD (BOTTOM) WITH A BLACK LEGEND ON <br />1 EACH END _ A FLUORESCENT YELLOW -GREEN _ A FLUORESCENT YELLOW -GREEN 02/17/17 <br />FILLED W/CONCRETE <br />0 BACKGROUND o BACKGROUND <br />3 EXISTING POST I AND PAINTED TRAFFIC 1 <br />PICKUP PARKING STALL DETAIL 5 NOT USED YELLOW ONLY WHEN <br />EXISTING BOLLARD SIGN IS IN PAVED AREA _ o <br />7 ALL SIGNS SHALL COMPLY WITH U.S. OR SIDEWALK I ALL SIGNS SHALL COMPLY WITH U.S. <br />c 'o / 1 /4" = 1'-0" NTS ►o <br />0 DEPARTMENT OF TRANSPORTATION, SLOPE TOP OF DEPARTMENT OF TRANSPORTATION, <br />j FEDERAL HIGHWAY ADMINISTRATION'S CONCRETE FEDERAL HIGHWAY ADMINISTRATION'S PICKUP <br />° o "MANUAL OF UNIFORM TRAFFIC "MANUAL OF UNIFORM TRAFFIC SITE <br />w GROUND PAVING CONTROL DEVICES", LOCAL CODES GROUND PAVING CONTROL DEVICES", LOCAL CODES <br />V) _0 SURFACE AND AS SPECIFIED. MOUNT SIGNS TO SURFACE AND AS SPECIFIED. MOUNT SIGNS TO <br />1-1 POST IN ACCORDANCE WITH 3500 PSI PC o POST IN ACCORDANCE WITH DETAILS <br />MANUFACTURERS INSTRUCTIONS. CONCRETE I MANUFACTURERS INSTRUCTIONS. <br />N N <br />° '0 to <br />d a <br />O — <br />1'-6" <br />I a�i <br />Q <br />r Cn <br />N o NOT USED NOT USED SITE SIGN BASE SITE SIGN BASE NOT USED <br />(6o <br />3 A NTS 3 NTS 2 A 1 /2" _ ,'—or• <br />2 1 /2" = 1'-0" 1 NTS SHEET: <br />..SP 1 1 <br />