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REF PLAN TOP SOIL FILL <br />CONCRETE SLAB 0 <br />SE MATERIAL <br />STRUC <br />PLANTER DETAIL <br />1/2"=1'-O" 012811 SP020-024 <br />er-vvvvv <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 />10 1 /2"=1'-O" 102811 SP010-007 <br />> EXTERIOR FACE OF WALL <br />> 8"x8" CONCRETE CURB <br />WHERE SHOWN ON 8" <br />PLAN <br />> <br />> NN.a <br />> <br />d 1/2" PRE MOLDED <br />> a EXPANSION JOINT <br />> AND SEALANT <br />� N4 EPODOWELS <br />ADHESIVEED <br />WITH 2" EMBEDMENT SECTION <br />'LS <br />AT 24" OC <br />1/2" PRE MOLDED <br />> EXPANSION JOINT OUTSIDE CORNER OR <br />} AND SEALANT EDGE OF DOOR <br />OPENING <br />} N <br />WALL LINE <br />> CONCRETE CURB <br />> WHERE SHOWN <br />6" 4" ON PLAN <br />> MATCH JOINT <br />t LOCATIONS IN SIDEWALK <br />PLAN <br />CART CURB <br />9 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 />I <br />REF SP1 FOR LENGTH <br />CONT 1/2" PMEJ AND SEALANT <br />1'-0" <br />AROUND PATTERNED <br />Li <br />CONCRETE AREA <br />TYP <br />REF PLAN-,---)3'-0" <br />PAVING <br />SLOPEPF <br />- <br />I <br />a <br />,. <br />REINFORCING <br />.4. <br />'a .... ......... <br />- <br />a -I 11=1Ti==iTi=1 i 1=1 i 1= I-WHEE <br />I <br />III <br />BASE MATERIAL <br />REQU RED - <br />REF STRUCTURAL <br />REF STRUC I <br />I <br />,A <br />II <br />HOLD TOP OF <br />__ <br />CONCRETE SLAB <br />FOOTING DOWN <br />I <br />III." <br />16" FROM =11 <br />�` <br />I <br />PLACE FINISHED SURFACE <br />FINISHED II <br />1= <br />TIGHT TO BOLLARD <br />SURFACE —II <br />-. <br />II <br />ELEVATION I <br />18" DIAMETER FOOTING <br />= <br />SUBBASE/SUBGRADE <br />=11=III=III= —II <br />REF STRUCTURAL <br />BO <br />L <br />LA <br />R <br />D <br />1 /2"=1'-O" 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 />Z SLOPE <br />0 e <br />0A. <br />III=III-�' BASE MATERIAL <br />REF STRUC <br />I �—III I C I —III � I <br />-III III —III III— SUBBASE/SUBGRADE <br />III �I I I„ I REF STRUC <br />1'-o" <br />SIDEWALK SECTIO1 <br />7 1/2" = 1' - 0" 012712 C/SP021-003 <br />NOTE: <br />SPOT ELEVATIONS AND DIMENSIONS <br />INDICATED ARE TYPICAL UNLESS <br />OTHERWISE NOTED ON 1-SP1 <br />99.92' <br />O O --1f ----, 0 U <br />i 100.00' I I D <br />1'-4" 1'-2" <br />CONT 1/2" PMEJ <br />SINGLE DOOR DOUBLE DOOR AND SEALANT AT <br />STOOP <br />NOTE: <br />REF STRUC FOR SECTION <br />STOOP PLANS TYPICAL <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 />-4 <br />f <br />AGGREGATE BASE SAWCUT AND REMOVE <br />REF SPEC EXISTING CONCRETE SLAB <br />TO PROVIDE CLEAN EDGE <br />FLATWORK JOINT <br />5 3/4" = 1'-0" 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 />BOLLARD DETAIL <br />1/2" = 1'-0" 062510 SP010-004 <br />1/4" DEEP SEALANT AND BACKER <br />„ ROD OR DEPTH AS RECOMMENDED BY <br />w 1 MANUFACTURER <br />Y 7 CONTRACTION JOINT <br />FOR METHOD <br />° REF SPECS <br />m <br />Q <br />p d . NOTE: <br />FILL ALL EXTERIOR CONTRACTION <br />JOINTS. REF SPECS <br />AGGREGATE BASE <br />REF SPEC <br />EXTERIOR SIDEWALK/ <br />1 PAVING CONTRACTION JOINT, <br />J i,z = i—o esxsic .POI. -0... <br />lO 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 />11 <br />SLOPE <br />d: 'a <br />- n <br />II=III-III- BASE MATERIAL <br />II� III II II III=_II'�I REF STRUC — <br />SUBBASE/SUBGRADE -11I III —III III <br />REF STRUC -iii CONT 1/2" PMEJ <br />AND SEALANT - <br />CONT 1/2" PMEJ <br />AND SEALANT <br />AROUND PATTERNED <br />CONCRETE AREA <br />SIDEWALK SEC1 <br />2 1/2" = 1'-0" 012910 <br />d 4 <br />'9 <br />d <br />d <br />d <br />d <br />. <br />d <br />4 <br />d <br />d <br />d <br />99.88' <br />REF CIVIL FOR 100.00' <br />ADDITIONAL SCOPE Q <br />OF WORK. <br />48' 5.02 <br />TYP <br />� d _00 <br />• -d <br />- <br />a <br />d <br />NEW PLANTER. REF 11TYSP <br />CIVIL FOR EXTENTS <br />AND ADDITIONAL <br />d d INFORMATION <br />. d <br />4 <br />d A< <br />16 <br />a - <br />- d <br />' v <br />4/1 <br />Q � <br />w <br />U <br />Q <br />r C/) <br />co <br />d <br />d � <br />NEW PLANTER. REF .� <br />d CIVIL FOR EXTENTS <br />AND ADDITIONAL <br />INFORMATION <br />L1. <br />0 <br />CD <br />00 <br />C <br />N <br />C/) <br />cf) <br />m <br />m <br />' <br />d <br />. <br />d <br />d. <br />d <br />d <br />.4 <br />a <br />d <br />d <br />n <br />J <br />SHEET NOTES <br />1. ALL CONCRETE STOOPS SLOPE 2% AWAY FROM <br />BUILDING. SLOPE SURROUNDING GRADE 5.0% <br />MAXIMUM TO MEET FLUSH WITH FRONT AND <br />SIDE EDGES OF EACH CONCRETE STOOP <br />2. ALIGN NEW SIDEWALK JOINTS WITH EXISTING <br />UNO <br />3. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED <br />REF SPECS <br />4. REF SHEET A1.1 FOR SCHEDULE FINISH KEY <br />_.. 102612 C SPO10-KN <br />KEYNOTES <br />0 <br />3.01 CONCRETE STOOP, REF STRUCT <br />5.01 6" PIPE BOLLARD WITH BLUE PLASTIC SLEEVE <br />(HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE) <br />REF 4-SP1 <br />5.02 PAINTED 6" PIPE BOLLARD (HEIGHT NOTED <br />BESIDE KEYNOTE) <br />-�� 7.09 METAL DOWNSPOUT, PAINTED, UNLESS NOTED <br />OTHERWISE (SIZE NOTED BESIDE KEYNOTE) <br />a <br />C <br />�- <br />40' - 8" <br />7'-2" 7'-2" 6'-7" <br />6'-7" <br />13'-2" <br />0 <br />� I <br />:.. <br />FV FV FV <br />FV <br />FV01 <br />(2) EQ <br />@ <br />SPACES <br />�1 <br />cn <br />REF 6- <br />P� ------ <br />---- <br />- <br />L 4J <br />-L <br />I' <br />o <br />w <br />vu) <br />FP <br />48" <br />I <br />00 <br />d::Xf <br />TYP <br />2, 6 <br />> --=--- <br />--==----------- <br />- <br />---�- <br />-- <br />d <br />Q <br />I <br />© <br />I <br />d <br />.3-SP1 <br />TYP <br />y <br />t <br />....... <br />.... <br />6»X6» <br />........ <br />7.09 <br />...............- <br />r— <br />TYP...... <br />...... ............. <br />.............. - - <br />. . . . . . . . . . . . . . . . . . . . . <br />........ . . . . . . . . . . <br />- -- -- - - - - -- <br />. . . . . . . . . . . . . . . <br />. . I .............. <br />. <br />. . . <br />. <br />❑ <br />d� <br />-- - - - -- -- <br />- -- - ........ <br />. . . . . <br />. . . . . <br />. . . . . . . . . <br />. . <br />-_ <br />ld <br />......... <br />❑ <br />❑ <br />11-SP <br />.. ........... <br />........ ... <br />d <br />/� <br />.... <br />. . . . . . . . . . . . dQTE;� <br />ARCHITECTURAL FINISH <br />............. <br />. . . . . <br />FLOOR = <br />. <br />......... <br />. . . . . . . . <br />. . . <br />d <br />i <br />�' <br />Q <br />. . . <br />CIVIL FINISH FLOOR <br />Q <br />ALL EXTERIOR DOORS . <br />. . . - UN0 <br />. . <br />... ... <br />�p <br />a <br />I....... <br />.. ............ <br />.� <br />...... <br />........ <br />........ <br />. ........- <br />d <br />................ <br />.................................... <br />....... <br />d <br />a <br />7-SP1 <br />5-S <br />TYP <br />,� <br />d <br />TYP <br />d <br />d <br />4 <br />11-SP <br />..................... <br />4 <br />d <br />.......... <br />............ <br />........... <br />100.00' <br />d <br />d <br />3 X <br />. . . . . . <br />REF- 6=SP1 <br />7:0 <br />-- <br />3.01 . <br />d <br />Ti'P <br />11'-11" <br />11'-11" <br />d <br />Q d <br />�� d <br />I <br />I <br />I <br />I <br />a <br />Q <br />0.1 48'a <br />i' <br />4, <br />d . <br />G <br />o d_.✓e <br />_ <br />d <br />d <br />d <br />d <br />d <br />5'-3" <br />�r5'-6" <br />_ <br />3TYP 1 <br />d d 22 <br />6' <br />16-1." <br />11'-4". <br />�} <br />9'-2" <br />'< <br />d6'-0" <br />(2) EQ <br />SPACES <br />(2) E SPACE <br />gg 88' <br />© <br />FV <br />MATCH EXIST <br />a <br />a <br />' <br />d <br />Lead <br />Q <br />a <br />58'-6."d <br />da <br />4 <br />rn <br />d d <br />< <br />d ` <br />FV <br />. <br />d <br />d <br />rn <br />d <br />• <br />a <br />� <br />a� <br />4 <br />d <br />d <br />o <br />d <br />a <br />d d <br />d <br />a <br />I <br />d <br />IV) <br />10'-0" 11'-8" 10'-10" 15'-0" 11'-11" 15-2" <br />74'-6" <br />PARTIAL SITE PLAT <br />1 1 /16"=1'-0" 020714 SP010-001-f <br />0 <br />N <br />MATCH EXIST <br />rn <br />I > <br />0 <br />0 <br />� N <br />O � C <br />8 <br />N <br />Cb <br />o'3 <br />s <br />U <br />LU 0�x <br />w WWo <br />rn <br />� � 4; o z <br />w o <br />w rLn�� S0000� <br />af !'Q e zofk zw <br />Q S� U O w= Z Q N w <br />aw ~oa-'�w�vgz�zF <br />w r 3 z Q J w. =6 E <br />L� a� r¢p�Ua�¢� Xp <br />J Z � W <br />No fnnw¢3XNWo?Q} <br />z QW �'•N Q W(n <br />0 3c��w d O�p�w�zamr¢ <br />w zo oCcCww o <br />ly Q Z�J�NOFw-(nU�J�0U1z <br />J Q¢Jo fn�VwrNW-0 <br />no>-uj wOmwwwzwm <br />¢� z <br />P Nwam:,zHtowL100�a0>- <br />N II-�NOUOv=ia�xaaWOa2 <br />z <br />Q <br />V) <br />z <br />0 <br />0 <br />z <br />O <br />0 O <br />rE-i <br />A <br />0 0 <br />0 <br />O O <br />O <br />� <br />O <br />� <br />�--� <br />O <br />� <br />z <br />W <br />0 <br />��--a <br />F- <br />o <br />Q--� <br />U) <br />CQ <br />N <br />w <br />GA <br />0 <br />i <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 />