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V V <br />SITE PAVING <br />CONCRETE SLAB <br />REF STRUCTURAL <br />FOR REINFORCING <br />REF STRUCTURAL <br />BASE MATERIAL <br />REF STRUCTURAL <br />SUBBASE/SUBGRADE <br />REF STRUCTURAL <br />PAVING SECTION <br />io 1/2"=1' 102811 SP010-007 <br />> EXTERIOR FACE OF WALL <br />3 8"x8" CONCRETE CURB <br />WHERE SHOWN ON 8�, <br />PLAN <br />N a <br />1/2" PRE MOLDED <br />a EXPANSION JOINT <br />j AND SEALANT <br />#4x8" DOWELS EMBED <br />IN EPDXY ADHESIVE <br />r� WITH 2" EMBEDMENT SECTION <br />AT 24" OC <br />1 /2" PRE MOLDED <br />EXPANSION JOINT OUTSIDE CORNER OR 1 <br />AND SEALANT 1� EDGE OF DOOR <br />OPENING <br />WALL LINE <br />CONCRETE CURB <br />WHERE SHOWN <br />ON PLAN <br />MATCH JOINT <br />LOCATIONS IN SIDEWALK <br />PLAN <br />CART CURB <br />g� 3/4" = 1'-0" 072712 SP01-008 <br />NO REINFORCING AT SIM <br />CONDITION <br />BOLLARD MUST BE SET <br />PRIOR TO PLACING OF <br />PAVING OR SIDEWALK <br />PLASTIC BOLLARD SLEEVE <br />REF SPECIFICATIONS <br />6" DIAMETER STEEL PIPE <br />BOLLARD FILL WITH CONCRETE <br />PATTERNED CONCRETE AREA <br />z <br />REF SP1 FOR LENGTH <br />- <br />CONT 1 /2" PMEJ AND SEALANT <br />AROUND PATTERNED <br />w <br />CONCRETE AREA <br />TYP <br />REF PLAN---)3'-0" <br />PAVING <br />SLOPE <br />E <br />- <br />I <br />� <br />REINFORCING <br />WHERE <br />II <br />BASE MATERIAL <br />REQUIRED - <br />of <br />REF STRUC I <br />I <br />°A. <br />II <br />REF STRUCTURAL <br />HOLD TOP OF <br />__ <br />CONCRETE SLAB <br />FOOTING DOWN <br />III.' <br />16" FROM =11 <br />.°< <br />I <br />PLACE FINISHED SURFACE <br />FINISHED II <br />I= <br />TIGHT TO BOLLARD <br />SURFACE -II <br />�. <br />II <br />ELEVATION I I <br />„ <br />18 DIAMETER FOOTING <br />_ _ <br />I <br />- <br />SUBBASE/SUBGRADE <br />=11=III=III =11 <br />REF STRUCTURAL <br />r �� <br />B�O <br />LLARD <br />102612 c/sp021-010 <br />3/4" TOOLED RADIUS EDGE <br />PAINT ON FACE AND 6" ON TOP <br />AS INDICATED REF SP1 <br />BROOM FINISH TYPICAL <br />CONCRETE SLAB <br />PAVING REF STRUCTURAL <br />FOR REINFORCING CROSS SLOPE NOT <br />REF STRUCTURAL TO EXCEED 2% <br />SLOPE <br />d <br />o 111= I I=1 11= <br />III-III-�' BASE MATERIAL <br />II II' REF STRUC <br />��=III 1�1=III �I <br />=III III -III III- SUBBASE/SUBGRADE <br />REF STRUC <br />SIDEWALK SECTION <br />NOTE: <br />SPOT ELEVATIONS AND DIMENSIONS <br />INDICATED ARE TYPICAL UNLESS <br />OTHERWISE NOTED ON 1-SP1 <br />99.92' <br />0 0 r----� o 0 <br />� 1 100.00' 1 1 d <br />1'-4" 1'-2" <br />4-� <br />-4l-\\'-- <br />CONT 1 /2" PMEJ <br />SINGLE DOOR DOUBLE DOOR AND SEALANT AT <br />STOOP <br />NOTE: <br />REF STRUC FOR SECTION <br />STOOP P�LAMNSTY�Pl CAL <br />1/8" = 1' - 0" 103108 SP010-006 <br />#4x18" SMOOTH DOWEL AT 18" OC <br />EPDXY SET 8" MIN INTO EXISTING <br />CONCRETE EXPANSION CAP AND GREASE <br />END OF DOWEL AT NEW CONCRETE <br />JOINT SEALANT ON 1 /2" <br />EXPANSION FILLER <br />4" CONCRETE SLAB EXISTING <br />FLATWORK <br />--- ---------- <br />a <br />na <br />- <br />V' <br />AGGREGATE BASE SAWCUT AND REMOVE <br />REF SPEC EXISTING CONCRETE SLAB <br />TO PROVIDE CLEAN EDGE <br />FLATWORK JOINT <br />3/4" = 1'-O" <br />SP010-005 <br />PLASTIC BOLLARD <br />SLEEVE. REF SPECS <br />6" DIAMETER STEEL <br />PIPE BOLLARD FILL <br />WITH CONC WITH <br />ROUNDED TOP <br />PAVING OR <br />CONCRETE SLAB <br />1/2" PMEJ AND <br />SEALANT <br />18" DIAMETER <br />CONCRETE <br />FOOTING <br />4 U V L J L./ L LL M I N LI <br />1 /2" = 1'-O" 062510 SP010-004 <br />1/4" DEEP SEALANT AND BACKER <br />ROD OR DEPTH AS RECOMMENDED BY <br />1/4" <br />MANUFACTURER <br />Z CONTRACTION JOINT <br />Y � <br />FOR METHOD <br />o REF SPECS <br />O] D <br />a <br />cn D a . NOTE: <br />o FILL ALL EXTERIOR CONTRACTION <br />JOINTS. REF SPECS <br />d p. <br />AGGREGATE BASE <br />REF SPEC <br />EXTERI <br />3 PAVIN ( <br />OR SIDEWALK/ <br />CONTRACTION Ji <br />_`w> '^r° �✓ _"�r`.v v v`-°°ar `,,,nor-` `vim or -�--v- `v°'v-.vnv,-..•, . .r-v -. <br />EXISTING PAVING <br />PMEJ AND SEALANT <br />CONCRETE SLAB <br />EXTERIOR FACE <br />OF WALL <br />BROOM FINISH TYPICAL <br />CROSS SLOPE NOT <br />TO EXCEED 1 <br />REF PLAN <br />SLOPE <br />d <br />- G 7 <br />II=III-III BASE MATERIAL <br />I1=1II II -II' REF STRUC - <br />SUBBASE/SUBGRADE <br />REF STRUC -1 I„ �I I I III J II I 17 CONT 1 /2" PMEJ <br />AND SEALANT - <br />CONT 1 /2" PMEJ <br />AND SEALANT <br />Fr <br />AROUND PATTERNED <br />CONCRETE AREA <br />t n <br />SIDEWALK S E�C1 <br />d d <br />d <br />< <br />�i <br />° <br />d <br />d <br />4 <br />d <br />O <br />n <br />D <br />m <br />C <br />c_— <br />V <br />CIO <br />m <br />F <br />m <br />� <br />d <br />d <br />d, <br />d <br />4 <br />d <br />d <br />� <br />4 <br />0 <br />I <br />00 <br />N <br />Lo <br />co <br />0 <br />a dcl <br />� 22' 6' <br />d (2) EQ SPACES <br />cq <br />d � <br />4 <br />�O <br />d 'T -= d. . <br />fw.�1 d <br />r <br />d <br />d d <a <br />A <br />o d cr <br />5'-3" 5'-6" <br />A ['� <br />16'-1" <br />(2) E SPACE <br />Q <br />d <br />.5 6. < <br />FV <br />d 4. d <br />4 <br />< 3-SP1 <br />TYP <br />11'-4". 9'-2„ 4 <br />99.88' < FV <br />2 4 <br />< <br />d d <br />6 <br />N <br />I� <br />10'-0" 11'-8" 10'-10" 15'-0" 11'-11" 9'-2" <br />Ir <br />Ir <br />68'-6" <br />PARTIAL SITE PLAN <br />o LL- <br />MATCH EXIST <br />MATCH EXIST <br />� N <br />O � O <br />U <br />t <br />0 <br />c.}�� V <br />w a <br />W w W n <br />w Zvi xoZw <br />� <br />o LZ' zW.F=Z3 <br />w ���w ajou--O¢< <br />W� �H z-IPozW <br />Q Q H O J O O N= z¢ N T <br />C dW 0¢ WW Uf7Z'oo- <br />p �� 3z¢ Jw�F <br />IL 0- rQZOIOZ F¢�WFO <br />J <br />z QL� ��W¢XtnWp�Qr <br />p 3CLL—'Lo W02'zo <br />~ 2DNi2Lf�wuljJvi vi0NuO <br />wzJOJaU-wowwZpw <br />O w 0w' <br />a-Nw=on-000sOr <br />Dwaa�iNz <br />co uow(Lwawom <br />z <br />0� <br />A <br />co <br />ova <br />O O <br />� <br />cr <br />O <br />r <br />M--4 <br />O <br />� <br />z <br />W <br />�...q <br />cc <br />U <br />z <br />W <br />0 <br />ISSUE BLOCK <br />PR#1 <br />08/ 22/14 <br />d <br />ADD#3 <br />07/11/16 <br />CHECKED BY: <br />LP <br />DRAWN BY: <br />JP <br />PROTO: <br />LBA <br />PROTO CYCLE: <br />051514 <br />DOCUMENT DATE: <br />120415 <br />PARTIAL <br />SITE <br />PLAN AND <br />DETAILS <br />SHEET: <br />SP1 <br />1 /2" = 1' - 0" 012712 C/SP021-003 <br />1 /2" = 1'-O" 012910 <br />1/16"=1'-O" 020714 SP010-001-f <br />