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N.T.S. <br />SCALETYPICAL PARKING STRIPING 13 <br />90° STALL <br />24 <br />. <br />0 <br />' <br /> <br />M <br />I <br />N <br />. <br />11.0' (MIN.) <br />4" DOUBLE SOLID WHITE <br />LINE (SSWL) (TYP.) <br />℄ <br />4" SPACING <br />4" DOUBLE SOLID WHITE <br />LINE (SSWL) (TYP.) <br />N.T.S. <br />SCALETYPICAL STRIPING 14 <br />6" WHITE STRIPES @ 24" CENTERS TYPICAL CURB <br />6" WHITE STRIPES <br />@ 36" CENTERS <br />VARIES - SEE SITE PLAN <br />VA <br />R <br />I <br />E <br />S <br />SE <br />E <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />VARIES - SEE SITE PLAN <br />VA <br />R <br />I <br />E <br />S <br /> <br />( <br />6 <br />' <br /> <br />M <br />I <br />N <br />) <br />SE <br />E <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />TYPICAL PEDESTRIAN CROSSWALK STRIPING <br />TYPICAL STRIPED ISLAND <br />N.T.S. <br />SCALEBOLLARD - POST INSTALLED 18 <br />NOTES: <br />1. CONTRACTOR SHALL X-RAY CONCRETE SLAB TO FIELD VERIFY EXISTING REINFORCEMENT LOCATIONS PRIOR TO DRILLING. <br />CONTRACTOR SHALL TAKE GREAT CARE TO ENSURE AT LEAST 3" GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT AND <br />STRESSING TENDONS. <br />2. CONTRACTOR TO ENSURE BOLLARD PLACEMENT DOES NOT OBSTRUCT 3' DOOR SWING ON BOTH SIDES OF MEDIA STATION. <br />3.THIS BOLLARD IS NOT RATED FOR VEHICULAR IMPACT. <br />4. IMPACT-RATED BOLT DOWN BOLLARDS TO BE USED FOR PROTECTION FOR CHARGERS AND ABOVEGROUND SOLUTIONS ONLY. <br />℄ <br />36 <br />" <br />THREADED BOLT DOWN BASE OR BASE PLATE PER <br />MANUFACTURERS SPECIFICATIONS. PROVIDE <br />SHIM/GROUT AS REQUIRED FOR LEVELING <br />EXISTING CONCRETE AREA <br />Ø6" BOLLARD <br />CONTRACTOR TO USE OWNER APPROVED BOLLARD <br />MODEL (McCUE FLEX CORE, A-SAFE i-FLEX HEAVY DUTY, <br />OR BOPLAN BO SUPER) <br />NOT TO SCALE4L2/L3 CHARGING ANCHORAGE <br />℄ <br />L2 ANCHORAGE L3 ANCHORAGE <br />BP EDGE DIST. <br />PLATE WIDTH <br />POST <br />6- <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />6- <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />L3 CHARGING STATION, <br />BY OTHERS <br />L2 ANCHORAGE: <br />(4) - HILTI KH-EZ <br />SS316 1 4"x3" (MIN. <br />EMBED 3-1/2") <br />L2 BASEPLATE <br />L2 CHARGING STATION <br />POST, BY OTHERS <br />1" MAX GROUT PAD <br />BASEPLATE BY <br />MANUFACTURER <br />L3 ANCHORAGE: <br />(4) - HILTI KH-EZ SS316 <br />3/8"x2-1/2" (MIN. EMBED 3-1/2") <br />2025 LC DESIGNS INTELLECTUAL <br />PROPERTY NOTICE: <br />This drawing is the sole property of LC Designs. It <br />is loaned to the recipient for his/her confidential use <br />only; and in consideration of the loan of this <br />drawing, the recipient agrees that this drawing shall <br />not be reproduced, copied, loaned, nor used for any <br />purpose other than for which it is specifically <br />intended without the express consent of <br />LC Designs. <br />LC Designs, 2205 E Dory St, Goddard, KS 67052 <br />316-816-0771 <br />LC Designs <br />IDBA <br />R <br />MEMBER <br />AMERICAN INSTITUTE of <br />BUILDING DESIGN <br />KITTY HAWK ENGINEERING <br />BARRETT CROOK, PE, LEED AP <br />5306 MULHOLLAND DRIVE <br />SUMMERVILLE, SC 29485 <br />252-655-1056 <br />C5.0