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6606 Stadium Dr (3)
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6606 Stadium Dr (3)
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Last modified
3/5/2025 11:35:57 AM
Creation date
2/18/2025 3:42:54 PM
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Building Plans
Street #
6606
Location
Stadium Dr
Contractor
Wallace Associates
Building Plans - Permit #
15912
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NOTE: <br />DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH <br />OF THE CURB RAMP (EXCLU51VE OF FLARED SIDES) <br />6„ <br />AND SHALL EXTEND EITHER THE FULL DEPTH OF THE <br />CURB RAMP OR 24 INCHES DEEP MINIMUM MEASURED <br />RADIUS BOTH 51DE5 <br />FROM THE BACK OF THE CURB ON THE RAMP <br />3" PAVEMENT DIMENSIONS <br />SURFACE. CURB RAMPS SUBJECT TO DEPARTMENT OF <br />FINISH GRADE '!� REFER TO THIS POINT <br />TRANSPORTATION REGULATION 4S CFR 3-1.21 SHALL <br />4" THICK CONCRETE <br />\--_ <br />HAVE A DETECTABLE WARNING COMPLYING WITH 105. <br />SIDEWALK WITH 6 x (o <br />_ _ _' <br />i PAVEMENT ELEVATIONS <br />WIA x WIA W.W.F. - <br />3" EDGE <br />REFER TO THIS POINT <br />/ \ i" / `/ /i <br />LIGHT BROOM FINISH ,� ROUND <br />.f / a -XX <br />/ ul. <br />PARKING LOT SURFACE <br />AS SPECIFIED <br />3/4" _ 211 <br />a PARKING LOT <br />% j' a <br />APPLIED MAT <br />1/4 - 3/4 <br />a --� --- SURFACE AS <br />— � SPECIFIED <br />\ \ \ \ <br />SURFACE <br />REBAR CONTINUOUS <br />a TOP AND BOTTOM <br />ALL CURBING TO BE <br />\ 3 .C. <br />PROVIDE EXPANSION <br />�•. JOINTS AT 20' O.C. <br />APPLIED MAT <br />0 <br />C)r=TECTAM WARMING DETAIL <br />O <br />GUi�B DETAIL AT H.C. CLEAR ZONE <br />O <br />CONCRETE cU DET�4IL <br />,ABLE <br />SCALE: 3" = I-0" <br />SCALE: 1 1/2" = I'-0" <br />SCALE: 1 1/2" = 1'-0" <br />PARKING LOT <br />DETECTABLE 5URFACE AS <br />SPECIFIED <br />TROWELED JOINT PICTURE <br />WARNING SURFACE - <br />FRAME EDGES - SEE PLAN <br />SEE DETAIL e/A62 3 <br />FOR LAYOUT / PATTERN <br />PAVEMENT SLOPE, <br />v _ <br />m 1/4" PER FT. MAX. <br />4" THICK CONCRETE <br />_ a <br />SIDEWALK WITH 6 x 6 <br />WI.4 x WIA W.W.F. - <br />`t \ _\ '/., <br />LIGHT BROOM FINISH <br />PARKING BY/r. <br />j Q Q \ i ' \,/ / \-'"s' <br />\--- <br />PERMIT <br />/ <br />' <br />p N <br />` <br />N ONLY <br />\ <br />a <br />-7— _ <br />DOMED CONCRETE GAP <br />; - \ jf�j``, j a r/; \ ` "4 - REBAR CONT. <br />4 4 4 <br />_.— <br />F.S18.14 <br />v <br />pl°I 4"40 STEEL PIPE BOLLARD <br />FILLED WITH CONCRETE - <br />PAINT GLO66 WHITE <br />I � I <br />I'I <br />O <br />INTEGRAL cUR5 ANO SIDEUJALK DETAIL <br />T JOINT DET,41L <br />SCALE: 1 1/2 1'-011Ai�OU�E�ED <br />SEE CIVIL ENGINEERING SITE <br />°b PLANS FOR GRADES AND <br />SLOPES. <br />4 <br />A52 <br />3 <br />AS2 <br />I �g <br />p11 <br />LjJ <br />2 <br />1 00 0°0000000 <br />0 000c0000 00000 <br />1 <br />., <br />00O 0 <br />° o0 o`oo oo..o° <br />° .° \ <br />11 ° <br />/ti%` <br />o <br />" oa o 000000000000 <br />H,C. <br />SEE AI <br />/AS2 <br />° a <br />2'-0" SQUARE OR ROUND <br />IN <br />✓f Ate; /r, CONCRETE FOOTING <br />//. <br />DETECTABLE <br />WARNING SURFACE - <br />6 <br />SEE DETAIL 8/A62 <br />X <br />AS2 <br />tt <br />`` <br />CP <br />W <br />Z <br />A <br />I— <br />Lu <br />rn <br />\\ a f <br />LL <br />ul <br />ju <br />j " <br />6" WIDE SINGLE LINE <br />I <br />PAINTED SAFETY WHITE <br />A62 <br />VERIFY WITH 51TE <br />12'-0" <br />5'-0' <br />12'-0' <br />VERIFY WITH SITE <br />SEE SITE PLAN <br />SEE SITE PLAN <br />6" WIDE SINGLE LINE <br />a <br />PAINTED SAFETY BLUE <br />(DW.C:. <br />SICxN DETAIL <br />0 <br />�-I.c. � ST1,4NDAi�p PARKING 1�ET,41� <br />SCALE: 3/4" = I'-0" <br />SCALE: 3/16" = I'-0" <br />(o" WIDE SINGLE LINE 6" WIDE SINGLE LINE <br />PAINTED SAFETY WHITE PAINTED SAFETY BLUE <br />2'-0" MIN, TO E.O.P. <br />(2) "4 BARS THRU <br />WHEELSTOP AND <br />all <br />PAVEMENT MIN IS" <br />LONG - ON CONCRETE <br />PAVEMENT USE EPDXY <br />6'-0" LONG PRECAST BONDING AGENT <br />- _ - <br />CONCRETE WHEEL5TOP a <br />_ PARKING SURFACE AS <br />W <br />° E.O.P. 0 SPECIFIED <br />W <br />a <br />� m <br />r <br />� <br />6211 CPO <br />� <br />VA <br />O <br />STRIPE DETAIL <br />O <br />WWr=ELSTOF OETAIL <br />SCALE: 3" = 1'-0" <br />SCALE: 1 1/2" = 1'-0" <br />REVISIONS <br />BY <br />�i <br />00 <br />00 <br />F�ti U cp C`] <br />y N <br />O c0 <br />E <br />x U <br />CL <br />w � 3 <br />►—, N <br />o ti <br />� C <br />CQ <br />N <br />u � <br />W <br />Qi <br />I <br />II <br />ao <br />- N <br />_ o <br />� � v <br />I Uj <br />V C' <br />— Z <br />Z 0 <br />J J <br />U � � <br />O m •L- _l <br />J opt <br />c <br />Ld <br />oVU��' <br />� <br />=U0 <br />Oj W � 0 >' 0 <br />U <br />0 O V) <br />O CO N O <br />W Q J ON IL <br />Q � <br />00 <br />J LLJ <br />Li m <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />AS2 <br />H:\Projects\Projects 20l4\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectnral\_AS2-SITE DETAELS.dwg, 12/23/2014 3:16:20 PM, sharrison, Xerox 6030.pc3 <br />
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