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5$ - -' / / 1%) <br /> 5 41 <br /> 7/ / / / / ZLL1 N m-.-" - / / / ice / - /. / O V Z N y � <br /> — / / / / / z N <br /> ��/ / /% / / /' W (A <br /> �,� � � � <br /> / / / <br /> � / / / / / // / / j / 7 , V <br /> 7 5 • ".\-- <br /> SS3.0 /� / / / / / <br /> r —,- �_ A GRADE BEAM _ 7 / D / CO PLINTH ABO / / y\\ <br /> RE. STRUCT. --- / 1 / E ARCH. / <br /> ----- <br /> -..-.. (16) SPACES AT 4'-6" EACH = 72'-0" W21X132 IN 36"MIN. DIA. HOLES / �' is <br /> 5 ; <br /> _ / /' 7 A 47��• � i <br /> • START OF LAYOUT — 6" / / / / 7 / / / / yd. X11- / i <br /> / j / / / AoW----- 0----. ---.. ..-- <br /> I ` w <br /> — ::'� �" �i�a $�&A=�f — 7 _ __- <br /> ��ilkj��.e���rp��i� lika- G 1i •43:rSsa 1� .41A, - 0 \ c.., W -_\co Z <br /> liihrol. <br /> • --- --- _ 1 /3 / / ���x. �yss - i�� <br /> - -- 1 I S3.. / \ • <br /> - — '— TW. TYP. 7 7 / IV aik , <br /> — _ _ I I (12)SPACES AT 5'-0"EACH=60'-0" / / 5' 4" / <br /> -- t ---- — _ _ ` ,, / / / / \,\( <br /> \ � o <br /> I I N <br /> ~� - -- - - - ------._-__- / -- -- __- - - - _. <br /> 9 <br /> co /' / <br /> \ <br /> _...r 7_ <br /> 0 ! 1 / o / / \ <br /> u \ o I l'•/ t / <br /> / \ <br /> / <br /> �,.- <br /> --.---1\---- ----- ----- ---- ---... r_ ' <br /> I <br /> /o / \I- {i / p 1-I / / w_ w <br /> '--., ' 'a' I -- / / 2 / <br /> • (....),- <br /> < <br /> / / / / / / V) <br /> W <br /> Lu AHOCO06 .` ----- v <br /> 7 / / <br /> w <br /> lob ` w a <br /> 3 3 N <br /> 0 0 0 0 '0 O 0 0 0 _ / a <br /> -� . �� ---- O O O N O / r <br /> o U <br /> • I 3..DIA.X 26-0"PIN PILES ' I E,‹ / / / / /. - \ z° <br /> II <br /> TYPICAL /' / ' <br /> o ,>- / I (12)SPACES AT 5'-0"EACH=60'-0" , 5'-4" / / / '\� <br /> / <br /> Q 7 <br /> — <• — liftI .S4.6 Q o <br /> < suaro. ----- Z z '''''-- Z7 r <br /> V V A 411' <br /> 7 ' - — I _ 77 <br /> w <br /> I - — -s_—.� / / / 7 1 - w v vii Y cca <br /> —COI — — - - / / �-- lb <br /> _ - - - - - / / /, / // / / <br /> — _. — __ .- - I / / / ' j / / / / / <br /> ShoringNotes — — — B � '/ / ' �� <br /> 'J / <br /> — <br /> 1. VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO 1 i — — XD/ / ' / / / 7 // / / \ <br /> \... <br /> CONSTRUCTION. RE:ARCHITECT FOR GRID TO FACE OF SHORING. i ..._,,,,----- <br /> V / / <br /> SEE WALL ELEVATIONS FOR SHORING LAYOUT TO GRIDS. _ -i' / / / / /� / / 1► <br /> 2. A PRECONSTRUCTION MEETING MAY BE REQUIRED BY THE BUILDING —(k i. <br /> DEPARTMENT PRIOR TO START OF CONSTRUCTION. GENERAL — C�- — ' / / / // / / .---.- <br /> CONTRACTOR <br /> CONTRACTOR SHALL COORDINATE MEETING TIME WITH ATTENDEES. /4 /) � - _ — / r / / / / / C1 f <br /> 3. ALL EXISTING UTILITIES, I.E.,OVERHEAD POWER,COMMUNICATION i / <br /> LINES, ETC.,AS WELL AS ALL UNDERGROUND UTILITIES SHALL BE �rI ' i. / / / �/ / / / / / /�-- <br /> FIELD LOCATED AND PROTECTED THROUGHOUT CONSTRUCTION. ,���' C�"' _ / / / <br /> I.' / ' / / / / / / 1 <br /> 4. ALL EXISTING STORM,SEWER,GAS, ETC.. LINES CROSSING INTO I , / / / / <br /> THE EXCAVATION SHALL BE FIELD LOCATED AND REROUTED OR A / / / / / / / / / / ! \ <br /> CAPPED PRIOR TO INSTALLATION OF THE SHORING POTHOLE TO '�,C �' ----% / / / <br /> VERIFY LOCATION OF UNDER SID K POWER AND PHONE. -- — I- / — _-------- / / ------ / / / / / /� <br /> t.---41-/----- i ' ' ' ' / / ..--- ' / ' / / / 0.\• . <br /> 5. ANY DRAINAGE REQUIREMENTS BY OTHERS.SEE GEOTECHNICALw <br /> - 7 -7 7 7 7 k <br /> REPORT. 0 • 6 ' -- C ]".� / ' / / -- / / 7 / / / / ‘/ <br /> ., <br /> 5. <br /> 6. CONTRACTOR SHALL NOT STOCK PILE MATERIALS AND/OR ' / / i / / / / / / / 0 <br /> EQUIPMENT ALONG THE TOP OF SHORING WALL THAT EXCEEDS 250 �� / <br /> PSF U.N.O..ALL LOADS SHALL BE REVIEWED BY THE GEOTECHNICAL ' ' I C- ta0 <br /> j y / / / / / / / / / / / �' U <br /> ENGINEER AND SHORING DESIGNER PRIOR TO PLACEMENT. 1 .0 1 ---- / / / / / / / / , / / •/ / / • v, <br /> A)7- ...-- -7 7 -7 .7 <br /> / / / mo }' / u) <br /> cid_.E 1V / / / / / % / / \moi\ U 2 <br /> / / / / / / / ' / / / / '. / / !` = N O <br /> c� <br /> w / / ON / '%J / / / — / / / ' /-/ / / ' ' /\ C�/� <br /> 311 /o <br /> / / / ��N = / ,cam <br /> CL Utility Conflict Note <br /> z Y 0 / / / / / / \ \,.. „ .,v 0 RI 7 - <br /> CALL 48 HOURS G <br /> CAUTION: �, / / � � / — ,- N <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH / / / ' '�/ / ' / ' / / / / / �" `✓ L <br /> GRAPHIC SCALE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE BEFORE YO U DIG — — — �� w <br /> a) UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. / - / / / - i / / / i / <br /> a 'A 8' 0' 4' 8' 16' THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING / / / / / / / / .- '1, <br /> - <br /> 1 -800-424-5555 8 <br /> ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY - - h <br /> cri --- VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE " <br /> N PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. SCALE:1/8"-- 1 0 <br /> cl )RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 Basement Floor <br /> 0 <br /> NO" <br /> 0 ' (1/8" : 1'-0") El ' '' SS2 . 0 <br /> N <br /> La <br /> N i <br />