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9 <br /> 1 2 3 4 4.2 5 6 7 8 8.1 10 11 GENERAL NOTES REVISIONS <br /> 1. REFER TO ARCH.,MECH.,PLUMB.,ELEC. &REFRIG. DRAWINGS FOR <br /> ADDITIONAL INFORMATION. <br /> I I I I I 1 2. ALL FIXTURES, REFRIGERATED CASES,ETC. ARE SHOWN FOR <br /> COORDINATION ONLY. <br /> 5. CONTRACTOR SHALL CENTER FLOOR TRENCH DRAINS LOCATED OUTSIDE <br /> COOLER DOORS ON COOLER DOOR OPENING. REFER TO COOLER BOX SHOP <br /> 1 DRAWINGS FOR COORDINATION OF DOOR OPENING LOCATION,RE: A1.1-5. <br /> I I I I I I I 1 6. ALL FINISH GRADES ON THIS SHEET ARE SHOWN IN REFERENCE TO DATUM <br /> FINISH FLOOR ELEVATION. <br /> 7. SET ALL FLOOR DRAINS TO FLUSH WITH FLOOR FINISH AS FOLLOWS: <br /> FINISH CONCRETE: <br /> TOP OF DRAIN=TOP OF FINISH CONC. <br /> I I I I I I I <br /> RESINOUS FLOORING: <br /> o _o O SET TOP OF DRAIN 3/8"ABOVE TOP OF CONCRETE AS SHOWN ON <br /> P =,- „v,R=- _° o p SHEET A1, RE: SHEET A9 FOR FLOOR FINISH AND TRANSITION <br /> „ III �_______ ___p ___________ <br /> " `J` + ______ <br /> _ _ DETAIL <br /> }; - ----- - <br /> 8. LIGHT BROOM FINISH ALL EXTERIOR CONCRETE SURFACES. <br /> r-------I ,III <br /> - <br /> o - "1.'I ------J <br /> - <br /> N o O s s, ____r,1% ARCH. PROJECT NO. <br /> ' <br /> �, II ° <br /> ________=====lr=====___=====r=====________�_________ ===p I, r_, 1 ________= KEYED TE 2006 <br /> ; - NO S <br /> M.9 '° qg - ------------- ------------- -,, I <br /> 1 <br /> .' <br /> -------------I ` iS . I'I I'i lip <br /> DRAWN <br /> _ 1. EXISTING CONCRETE SLAB TO REMAIN. PROTECT DURING <br /> '" -_ ,`I CONSTRUCTION. D.M./K.B./N.C. <br /> f� -=_=_____-=_ <br /> FL R DRAIN AND RFL R INK RE: P 1 A 1.1- F R PREP LAB <br /> CHECKED <br /> IIr _ <br /> TI IIII'II , <br /> 6. OO /O OO S & 6 O . S . <br /> 0 0 0 ,,''�1 ,_-- _�11'IIIA B ------- 7. TRENCH DRAIN,RE: P1 &A1.1-5 FOR PREP. SLAB. C.P. <br /> II ------1 XISTING <br /> ° 11 <br /> I RAY CONCRETE WITH WELDED WIRE FABRIC,WHERE E <br /> J __ SUBMITTAL DATES <br /> o III SLAB IS SAWCUT AND REMOVED. VERIFY QUANTITY AND <br /> I <br /> ii <br /> CONDITION OF EXISTING GRANULAR BASE AFTER CONCRETE 06/12/20 <br /> ` _________I y ______ _______________ ___�_ ,L_ _ _________ <br /> f \` ' I 1 I I I <br /> 0 :. 0 � �.----_� F <br /> ----------- ----------- <br /> p rt p o - O -- ----' - I <br /> REM V D IMP RT NEW NUL FILL T M T H EXI TIN I <br /> REQUIRED. CONDITION GRANULAR BASE AND COMPACT TO 95% <br /> 11 I '`„ <br /> PROCTOR. PATCH BACK SAW CUT AREAS WITH CONCRETE AS OTB DATE <br /> --------- -tL--------- ° -- <br /> -=========-=======-==========-===-------- - 1 ______ _____=_ __ _ _______- - <br /> --- I' <br /> -- ", <br /> ��TYP --- ---------- ____-_-_L L 6 8 SPECIFIED AND FINISH TO MATCH EXISTING ADJACENT SURFACE. <br /> ' p �, DOWEL AND EPDXY 1/2"DIAMETER X 14" SMOOTH DOWELS AT 12" O.C. <br /> ------------ <br /> 'i _ 7'' INTO EXISTING SLAB TO TIE THE NEW SLAB TO EXISTING, RE: A1.2-4. <br /> �_____ _ _____________ _F <br /> _-_„ ° °bIr PROVIDE CONTROL JOINTS TO MATCH EXISTING/ADJACENT AT NEW <br /> "', ° b <br /> ,I I <br /> 0 <br /> ,I d <br /> IL, ' <br /> Iiu Lliu uLuu uJ'JUL <br /> I' 1 1 I I <br /> -, �. - - TRENCHING. <br /> t,-_-,I --- ----------------------------------------------------------- ------------ - - - - - - - <br /> -- --- ------ - r- r �_ <br /> _r - II <br /> p II r __� _____________________________________________________________________ _ <br /> 1°_J -------------------------------------------------------------------------------- v <br /> I I ___�,, � 1111 II _ II � I I I II aI___________________---__--__-------------_ - ___ ____-_--__---__---_--___ __--__----___ _-----------_-----_-_--_-_--__---__ r.-= ___-___-_---_--_ ___-__ ____---_ -__--___-____-_---_----_---_--., <br /> I oo LI_ ,I-_-,I III, P ;II IIII '�l` 'II III III �__ ____ __ �__ _ �_ _ _ __� ___ ____ _� _ __ __� _ _ ___�___ ______ _ �_ __ __ ___ P,II _ __ __ �__ __ _ ____ _ _�_ _ _ __� _____ ___ __p 10• R, C <br /> TEEL B LL AT E RNE RDINATE B LL <br /> : II; III, ° ° I: � -L111' Ao <br /> _ :� :11 o ! III :; L INSTALLATION WITH CASE INSTALLATION FOR PROPER PLACEMENT, w <br /> Ill 1 ''1- rl - <br /> q L <br /> ---------- II <br /> a_ �I <br /> ;I' o <br /> ,III �. a. z <br /> I <br /> x <br /> '� '� � '� '� '� '� I; � _ '� � RE: A1.2-2. o� � Q o� z <br /> I I Ill; q _ A � � J7 _ _ A � ;Ij; �, L, '�IIIq _ -0 s1 A A J7 L s1 J7 b I''Iq_ L k1 A A �II' <br /> ;IIII N.IIIII1f l I 1 11: 35. NEW BOLLARD COVER AT EXISTING BOLLARD, RE: A13. H 4� Q <br /> ----- 1. - ', U a <br /> - -----------------------'----- °° I ° I I l I :1;; I ________----- ----------- 1111 I i!I I 3 6. WHERE ALL CRACKS IN EXISTING SLAB EXCEED 1/4" IN THICKNESS �o W a�)"0 <br /> 1------1------J------- -ti �I' °III ° OR DEPTH,FILL W/ SOLID SOLUTIONS PRODUCTS; "SSP500" CONCRETE z a N <br /> - --- ----------------- <br /> -----------------------------, T - o a 3°o z <br /> iI <br /> 111 =====-r _____________________ -.14r- - Q, w <br /> - ____ <br /> P. <br /> 'I' C7 v <br /> : :: ;1 REPAIR POLYMER,NO EXCEPTIONS. � Q � H F <br /> - I U a <br /> 1 x <br /> III' II - - -� ,I' x � ww <br /> w <br /> i_ III' <br /> ,y- 1 II w <br /> o ^i,, o I '- -- <br /> ; ;; 37. LINE OF (E)WALKERDUCT.NO WORK REQUIRED. o Q <br /> o I' <br /> I I 1 I U w O <br /> I - F ..yy <br /> IIII �� Y � I I' C. <br /> I <br /> 'I" z <br /> 111' <br /> w <br /> w o <br /> 1 - - ----- : ;I: ° ° :. � z °' a <br /> L _______ ; k, --_____________ - <br />