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ANGLE CART STOP 1/4"x 1 1/4" SAWCUT @ 5" SLAB OR REVISIONS <br /> SELF-LEVELING SEALANT <br /> (BEYOND/BELOW), 1/4" X 1 1/2 SAWCUT @ 6" SLAB. 1/4"x 1 1/4" SAWCUT. CUT TO BE <br /> NOTES: RE: A16-6 &A16-7 CUT TO BE MADE AS SOON AS AND COLOR AS SPECD MADE AS SOON AS POSSIBLE <br /> POSSIBLE AFTER POUR AFTER POUR <br /> -BOLLARDS SHALL BE PAINTED PRIMER GRAY <br /> °A <br /> -VERIFY ALL UNDERGROUND UTILITY 6" CORE DRILL <br /> FURTHEST PROJECTION <br /> LOCATIONS BEFORE EXCAVATION. SECTION <br /> POINT @ CORNER OF <br /> -GRIND SMOOTH ALL EXPOSED EDGES CASE AND/OR FIXTURE / 4" 0 SCHEDULE 40 CONTROL JOINT <br /> PIPE FILLED W/CONC. 1/4"x 1 1/4" SAWCUT @ 5" SLAB OR CONCRETE CONSTRUCTION JOINT 1/4"X 4 1/2"X 4 1/2" <br /> ANGLE CART STOP LEVEL&FLUSH W/ 1/4" X 1 1/2 SAWCUT @ 6" SLAB. REINFORCING; RE: S1 5" TO 6" SLAB DIAMOND DOWEL <br /> 3'-0"PLASTIC COVER �c. TOP OF PIPE CUT TO BE MADE AS SOON AS @ 18" O.C. OR 1/2" <br /> 1"xl" SELF OVER BOLLARD, JAMB DOOR SIZE (BEYOND/BELOW), ��ti POSSIBLE AFTER POUR <br /> SELF-LEVELING SEALANT DIA. X 18" SMOOTH <br /> LEVELING SEALANT PROVIDED BY OWNER RE:A16-6 &-A16-7 �' AND COLOR AS SPECD DOWELS @ 12" O.C. <br /> NOTE: CONTRACTORS <br /> - PLASTIC VER OVER - PLASTIC VER OVER SWING DOOR OPTION TO USE DIAMOND <br /> ° <br /> T MATCH INSTALLED BY BOLLARD,PROVIDED BY BOLLARD, PROVIDED BY RE: A2 PLAN ,` a� a= ° - • a Q <br /> CONCRETE CONTRACTOR. (TYP.), <br /> OWNER INSTALLED BY OWNER INSTALLED BYFACE OF <br /> i � CONTRACTOR. 4'-4"PLASTIC CONTRACTOR. M VIEW REINFORCING; RE: S 1 ° SHOWN <br /> d -, e, ° a., DOWEL SYSTEM <br /> CONC. SHALL BE JAMB IL o- OR 1/2"x18" SMOOTH <br /> / a COVER AT COMPACTOR <br /> Q LEVEL AND FLUSH <br /> BASE BID 1/4 X 4 1/2 X 4 1/2" DOWELS @ 12" O.C. AT <br /> W/TOP OF DOORS (4) 5/8"x 3 1/2"HCA's 102'-10" CONSTRUCTION JOINT ,� CONSTRUCTION JOINTS <br /> WELDED TO PLATE DOOR SIZEEW SLAB DIAMOND DOWEL @ 18 <br /> BOLLARD. CONC. PIPE .' {< - A.F.F.FF <br /> MINUS 6" 6" ° <br /> SHALL HAVE A 1/4" THICK STEEL CAP BOLLARD <br /> SMOOTH FINISH WELDED TO BOLLARD TYP. OF (3) 21� 1/4"x 1 1/4" SAWCUT 5" SLAB OR _ <br /> HOLD NON- `` ,� z 1/4"X 1 1/2 SAWCUT @ 6" SLAB. SELF-LEVELING SEALANT O° ARCH. PROJECT 1v0. <br /> °4 ` ° I LOCATIONS 1/4 12 DIA CONC. FOOTING FURTHEST PROJECTION @ 2006 <br /> SHRINK ° °-°_ 4"DIA. SCHEDULE I GRIND SMOOTH 2 TYP. R25 IMPACT DOOR ALIGNMENT CUT TO BE MADE AS SOON AS AND COLOR AS SPECD - <br /> GROUT 40 STEEL PIPE EQUALLY % 3/4"= 1'-0" CONTRACTOR OPTION TO PLAN VIEW POINT @CORNER OF POSSIBLE AFTER POUR °O DRAWN <br /> I <br /> SPACED CORE DRILL CASE AND/OR FIXTURE <br /> I I <br /> 4 <br /> DOWN 1 / N FILLED W/CONC., �,, o K.B./D.M. <br /> I I <br /> i PIPE <br /> RE: Al FOR _ <br /> fid., - CHECKED <br /> 1/4 BOLLARD 6 EXISTING SLAB °� = DIAMOND DOWEL PLAN <br /> LOCATIONS - <br /> 6 . o o - 4 <br /> n N <br /> 4 DIA. SCHEDULE <br /> -�-� e` 1/4" 1'-0" C.P. <br /> CORE DRILL °r', F <br /> ONC. SLAB, CL JAMB FACE OF WALL <br /> 40 STEEL PIPE 1 -0 DOOR SIZE OR FACE OFa °_ 4" DIA SCHEDULE 40 PIPE SUBMITTAL DATES <br /> E: Al PALLET RAC 1/2"x14" SM <br /> BOLLARD WELDED ° CONCRETE CONSTRUCTION JOINT GOTH <br /> d ° TO BASE PLATE. c 1/2"T x 12"x 12" STEEL SWING DOOR, K — FILLED W/CONC. LEVEL& <br /> COLUMN ASFLUSH W/TOP OF PIPEREINFORCING; RE: S 1 AT EXISTING SLABS DOWELS @ 12 O.C. 06/12/20 <br /> BASEPLATE. CAST (TYP.), RE: A2 _ a TYP. OF 4 FACE OF OCCURS CONC. 2" `�' INTO CONCRETE SLAB.L ATIING OC ONS 1/4 a ,10 <br /> EQUALLY PAINT BASE PLATE JAMB 1/2 CONCRETE SLAB RE: Al <br /> ACTORAFTER INSTALLATIONSPACEDOF BOLLARD ° d , _ - OTB DATE <br /> N TO CORE 4 a . 5" CONCRETE a CONTROL & CONSTRUCTION JOINTS <br /> - DOOR SIZE ° <br /> a °Q <br /> 01 <br /> PIPE 1 1/2" 1'-0" <br /> FREEZER I' , BOLLARD <br /> SLAB P 5/8 x 3 1/2 HCA MINUS 6 6 { ° <br /> WELDED TO PLATE <br /> OTYPICAL BOLLARD TYPICAL BOLLARD BOLLARD INSIDE (TYP OF 4) STANDARD IMPACT DOOR ALIGNMENT BOLLARD @ BACK OF HOUSE o a <br /> AT MAIN SALES @ AT BACK ROOMS O GROCERY FREEZER 3/4" — 1'-0" 3/4" — 1'-0" N o <br /> 3/4"- 1'-0" 3/4" - 1'-0" 3/4" - 1'-0" <br /> ComoO o <br /> w <br /> d .> gwC7��p <br /> pa � w�W��0zo <br /> U x a Q U <br /> x <br /> „ � O`nE" �� ti p <br /> w w d W O a <br /> CORE DRILL �wF� Aax �o <br /> Ca �CaU a a <br /> � <br /> SECTION www a�p � W <br /> VIEW 3° ��wUo <br /> PIPE BOLLARDS MAIN SALES, BACK Q o a z <br /> ROOMS & GROCERY FREEZER CASE CORNER BOLLARD a a <br /> 1 3/4" = 1'-0" 2 1 1/2" = F-0" <br /> � N <br /> 0 cl) <br /> SITE/BLDG. LIMIT LINE, Q M <br /> RE: SDI, SD2 O o0 <br /> SITE WORK BUILDING WORK Pei Q oN <br /> 1 RADIUS <br /> TOOL JOINT <br /> REINFORCEMENT, ' W <br /> EXTRUDED CURB CONTRACTORS OPTION: 0. z W <br /> &GUTTER, IN 12x12 D9xD9 W.W.F. OR#3 <br /> SITE WORK BARS @ 16 O.C. EACH WAY M Q W k <br /> cn <br /> AC PAVING, IN 6�� 4"EXTERIOR CONCRETE Z z W cio <br /> SITE WORK WALK, RE: Al <br /> N. W V1 N <br /> 0. <br /> x <br /> o _ 6" (MIN.) COMPACTED CIA p. <br /> GRANULAR FILL <br /> OVERSUBGRADE <br /> O O O O O O O O O O O O o 0 0 0 0 0 0 0 <br /> D ARC <br /> II III III III I I III III III III III III III �� � <br /> 4"AGGREGATE BASE y 0-376 , <br /> 01/31/21 fo <br /> RENEWAL <br /> COURSE COMPACTED T c1} <br /> 95%MODIFIED PROCTOR ME � <br /> OF A1.1 0 <br /> 5 CONC; CURB & WALK <br /> 1 1/2" 1 -0 <br /> 0 <br /> O � <br /> CONCRETE SLAB AS z ~ <br /> OCCURS, RE: Al & SD2 z <br /> 1/4 x 1 1/4 SAWCUT. �/ � O <br /> P4 <br /> CUT TO BE MADE AS w <br /> SOON AS POSSIBLE O <br /> AFTER POUR OR WITHIN Z <br /> 4 HOURS ~ <br /> CONCRETE CONCRETE REINFORCING O <br /> REINFORCING AS AS OCCURS <br /> OCCURS, RE: SD2 &Al O <br /> EXTERIOR CONTROL JOINT O <br /> O � <br /> 12 11/211 - 1'-0" <br /> � 00 <br /> 1/4" TOOLED JOINTS <br /> @ 3/4" O.C. <br /> INSTALL RED TRUNCATED <br /> DOMES FOR THE FULL <br /> WIDTH AND 3'-0" DEPTH <br /> 6" OF THE CURB RAMP <br /> EXCLUDING THE FLARED <br /> \ SIDES,RE: SD2 <br /> 112 OA�a (N)RED TRUNICATED DOMES <br /> TRANSITION TO DRIVE <br /> AISLE POSITION FRONT EDGE <br /> 18 AT 6" FROM FACE OF CURB. <br /> �v10'� 0 1. <br /> A (N)RED <br /> TRUNCATED 7'-0". 1'-0" 01 (N) GROVED BORDER TO <br /> L DOMES 3'-0" SLOPE 1:12 MAX MAINTAIN SIDE WALK <br /> 9�� 0 <br /> DEPTH OF SLOPE, GROVES @ 3/4" <br /> G CURB RAMP <br /> O.C. SHEET TITLE <br /> � (N) CONCRETE <br /> 0, 3�,0 SIDEWALK <br /> SLAB DETAILS <br /> 2'-6"RADIUS, (N) CONCRETE WALK <br /> RE: SD2 W/REINFORCING AS <br /> OCCURS, RE: SD2 <br /> 1 CURB RAMP 1 CONCRETE CURB RAMP SHEET <br /> M <br /> 1/4" = 1'-0" g 3/4" 1'-0" <br /> 7t <br /> O <br /> -� <br /> O <br /> N <br /> O <br /> N <br />