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0064 IYANNOUGH ROAD/RTE 28 - Health
3 y3- c)\3 LOC Tt1j ' A SEWO C4E PERMIT UO. VILLAGE '. IWST LLER 5 W&ME t ADDRESS _ -BUILDER 5 &VAE � Q DDRESS DATE PER"17 ISSUED 'G D ATE COMPLI &MCE ie ( �.. d ` -70 0 "No..•---.�............ O b3 Flm$... . ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD F I-I EA T " ....... ...OF'....... .. .. - ..... ... ................. Appliration -for Uispviial Morkfi Tnnitrnrtion Prrmit Applicat' is hereby made for a Permit to Construct ( �r Repair ( ) an Individual Sewage Disposal System at x . ... --.......:. •...ID --------------------------------- ation ss or Lot No. wne / Address ar. . ..... .... -- -- `...../—'r '..................... ............................................................................................... Installer Address d Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedroo ..-_.___ u Expansion Attic ( ) Garbage Grinder ( ) a-1 Other Type of Buildin __ ____' f persons.........6_____----------- Showers ( ) — Cafeteria ( ) � Other fixtures --•------------------------ Design Flow, -------•---------------------- W Design Flow S_ .. ._.__.___ tllorvs_per person per day. Total daily flow_�.......... W Septic Tank—Liquid c ) t _ ___gallons Length................ Width..--..-....__.. Diameter___---_-_._.-- Depth._.--_----.----- . ,�► - � x Disposal Trench—Nc�? ..�...__. Width.................... Total Length------------ •------ Total leaching area 4; .....sq. ft. Seepage Pit No.-________________ Diameter.................... Depth below ' let_._... _...... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank 2—f �� aPercolation Test Results Performed by........................................................•._ ._ Date---------------------------------------- Test Pit No. 1................minutes per inch D th of "lest Pit-------------------- Depth to ground water....---.-.---.-..-.----- (_, Test Pit No. 2----------------miutes per inch epth f T t Pit._____ �e to ound water_... _._........__.--. a --_._..D... ----- - --- ............... jam ----- -��r�cl:..0 O Description of Soil________________ --•--•------•---•-. '------------V ` W ----------------------------------------------------------------------------------------------------------- ------------------------------------------------- ------------------------------------- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ --------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. igned ----------- ---------------------------- Date Application Approved B .._...... PP PP Y......--- Date Application Application Disapproved for the following reasons:------------------------------------------------------------------------------------------------------....---- Date Permit No......................................................... Issued•-- Cl�1 ....... --1 k--7------ -- ......... Date �7 /J " 'No......................... Fss... (�................. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HE T OF...:.... .. ..�l11.. .. .. .e .. ..-- Appltration -for Utopoottl Works Tonotrurtion Prrutit Applicati is hereby made for a Permit to Construct ('�ror Repair ( ) an Individual Sewage Disposal System at: .... cation/A /i� or Lot No. wrier Address W �h: . J= a --- - -- ------ ----------------- Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedroo / ....... .......... ___Expansion Attic ( ) Garbage Grinder ( ) Other a, Type of Buildin� �� -��f persons.--------6 ...---••---- Showers ( ) — Cafeteria ( ) Otherfixtures ----------------------------------------------------------------------------------------------------------------------------------------------------- Design Flow ----- gabs per person per day. Total daily flow.=..........7J� Mons. P4 Septic Tank—Liquid c p'�t'it��'/�� _ _ _. gallons Length................ Width..._..... .._.. Diameter_-.---. -.--_-_ Depth -..--_-.--.-. Disposal Trench—NOW', ......... Width-_---------------- Total Length.................... Total leaching areac-T;�_"sq. ft. Seepage Pit No ................. Diameter-____------_-__--_ Depth below •.nlet._......_....._. _ Total leaching area-_-.-_----.--___-sq. ft. z Other Distribution box ( ) Dosing tank ( ) �� �G ! a .Percolation Test Results Performed by-------------------------------- ---------------------------------------- Date-------------.---------------------- Test Pit No. I................minutes per inch D,pth of "Pest Pit-------------------- Depth to ground water----------.--.--._.-...- f� Test Pit No. 2----_-----------minutes per inch epth of T st Pit------__________.._.�Oetoyground water_... ...--__---.-___--- Description of Soil-------------- -----------------------•- xr - --------=? 1 --=-------------==------------- ------------------------- w U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signe '� -- �- - -•----------- ... -..-------------_------------- Application Date A roved B �_ !.._ _ .......� �� v --_ D 7llJ PP Y �--' -- - ---••••-- Date Application Disapproved for the following reasons:---•---••..............•-•------------......---•-••----••--•-•--•-------.........-•---------•......----••....... ....................................................... •••-----•••------••-•----•-••--•-• Date Permit No. Issued ''L ,� �.. .:.7 Ce — Date THE COMMONWEALTH OF MASSACHUSETTS BOARD 0 /7 HEALThi- r' ..............OF...........GC/G�!tzL. Cnrrttf irutr of 10.1,11mphunrr v THIS I "TO CE TIF ,)I'hat the I t ual Sewage Disposal System constructed ( ) or Repaired ( ) 7Gl !J -�1 --- /rA Ins a e at G Cam/ i . has been instilled in accordance with the rovisions of _' Icl� XI of he State Sanitary Q,o e as described in the application for Disposal Works Construction Permit No.-_�----------•----------••--------•-- dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM LL FUNCTION SATISFACTORY. DATE--- Y Inspector. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEA Vol"L� V .......;��1 r!1 .......... . OF.... . �................. No......................... FEE- -•-----•--••-•---•-- Di-rupwial or .� Dgnotr lion Prrutit Permission is reby granted_-_ ----- -t�__-"" ------•-----------•------------ ----•----•-----------••------•------- to Construct )Jor Repair ( ) an Individtal Sewagat iy �. j 'C' , __� I ?Di s osal S, st- ...................... ' street as shown on the application for Disposal Works Construction P tit No..___ .;!.---.___�_ Dated.. ."'_�: (% ............... - -------�,,�--��f- - -- - -,�f _. ...^-------------- DATE"" U 7 G Board of Health (V FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS M ryil J",}y`. �• ' {y_ r , .eA. n,�S+ ... i ' r w! .. J ,`ram r•4,t e` ~, o •� ""� ,,.y,� '1 t 1• }_ .' Y �. .. Gasolitie tat .can } v J. Nu oust P74' r ♦�anough Roast# RoK t<.f ,., 8 * y, ,/, t• • f ,1".. n #' wrtlon C y'.• 1�11iiMii�+. - a 4' ✓ Jn..+.'�7 + - �« 4 , 5` 7 c... "�' , Reg Ona,l Real Estate- ma P i�F©�,► 'Bowx' 188�/6-, may}y py�yy No Mh- B \fdiF,j✓ii}!. NOW y�Joy e 4'2 t � '• • 7 9 j - .. .... ,. - .. ,. . 1, _ 8.� 1"_5 .J.� h 4^' . rd• iY"a d''3 � r �' Dear'Mr.- Kaidert' sip �;x. , .. �. , •t ' fi, s. ,. :.fit r>`_,r �*. Y6ur xequea , for a: Varianoe -UsO the` existing'.s go 1syat approximately ,ffl f�e� Exam' the e�g� a�. � r r�h...i� ;� £car thy` t donvevaton 'nk th€�'- provigus Arco `stattoz . to Jlidd ;,����1 hca This pgroval :is, onn itioaa►i'�baa •on Your est ha in aY fio rate 'af go o~illons`, per , i0� w u14 be• a' r�i�c of six t1 , Al w. �mplo'yeas., Y here alSo,r:aqrqed to disp6so th46 ol& tiros 'staoi behin4 the buildiiig +�}�/� j� /��,y �* ���{. �+y ropy +�.� w�p /�yw y��Rri� t}� s yy`y� �7 y�rp� d - ieii a4di .ion. . i 4I� bust �obti �7�R- a ormit `f o t Lhe � i,.ifti���•`g�{�.�Ifi' s•` t gasolLe ;Zz {M{+ L 7�a•ai i C-14a+i1e.9R.swrRTrn Ann .8 oaf Td e•; 17 •� (, .� l r t, •k1 + "'r 1' �. t• ,r+ F �' f '��'y'y�� 7� Z-, is Ir 4n - r`•• tVti,R'� - M 4 �I s. • t try� . , S' " . ti. MIDAS REALTY CORPORATION M- AU G 12 1974 of Per.. ... :................. (n.9,-Q— � 222 SOUTH RIVERSIDE PLAZA ICAGO, ILLINOIS 60606 TELEPHONE 312/648-5600 f H9flB9T0HLE, i y MA88. • • o�A i639 �0 MAY August 129 19?4 Mr. John Kelley Barnstable Board of Health Town Offices Hyannis, MA.02601 Dear Mr. Kelley: The Consertation Commission has reviewed .plans for the application for a sewage permit by Midas Realty Corporation at the closed Arco Station on Route 289 Hyannis, Mass., at their August 6th meeting. No objections were raised to the application. Thank you for notifying us of the application. Sincerely Nestor A. Aalto Chairman JD/mre ET AUG 12 1974 TOWN OF BARN TA:�-LE LOr AND of HEALTH Per..... ... ..'. L _ , 4, 4.; r ' ` ;•3i .ir„6 �s ,�• .ems �':r . 6 • } ` ` - pia �, t •(4 i` a r �. ; v � r it ,6 _ 'A. v !�� ., VSL Fi L il• .,P ! � •,..,. � •.� !� �, 4 `' ._ :* ... ; 's, �� ;�;ni ' t' `;, •` r`` �.7 .7., "2�' ' ';. �r1+7��*x-y`� . "' .+•x C1o8ed .Arco .Stations 4 Y < I.of .3p�. :Iya dugh..'Road •' HX'C. nni5 , ` !y_ '°. r d F•'.. -t +cF 5,' �• fr T•} " 'v w• 4 , - President yEcro Corp. C/O.,Atlantic.Richf ield Company., Box 7.258 - a&1pkita y' c T=C TO ABATE PU Ltd HE.ILLTH NUISA,XJCE The,,grounds. of the closed g4soline,'station`on 4lyanough Road, A. ,to 28,--,Hydnnis, ` 4Assachusetts, °o med'-bar--your:`corporation'was ' ' s :exaitiiri d because ;of complsirit and found to be:in' violation of ti �' hapter ; 3 3, section .T,23,.:and ,Cliaptex' , sccti<an ISOA ' of=the , .F seachusetts General` •�,� C. - ` - TThe following violatii�ns 'weie founid - ',. •yt Oft, ' . n old :t'r May a. es in .gul7 ey r cl ose`jto :marsY�. R�zsty aut6mobile _ Nparts` in guliey near -marsh. t.$eer, caxis .Papers„ and .assorted Litter scattered `We3 ground:; .`� �t' S t '; • i• $ i..Lr 6 '`r 'tit�$- ;,i„ • • 'You 'are"directed to abate s'nuisance; witliiri, seven t f 7) , days "t3f" receipt of this order# w j ,?, =,r • - -..'t -. ". ^.• s" r .`. r.`• r. '0 .-.1. .r+gyp,ref '! rti- ` � r ' -Failure to `ddiaply, with�tri ,s •order could result,in 'a finer ,of•, ' $2U.. , Fach day'S,failure ta: comp3,y c�it ',an."ercfer,bo stitltes'-,a parate offense, y, . { - Yotx raayrgr'equest a .hearing-before the. 3o'ard of Health ifrt �t ywl.-itten 'pe•titi6ni =ec�estin4 same s. received'seven (7) t�. �+, r, €ory ia ''.. gr`` r X• y °. t S �� o - . - Y '• i"- ' BY ORDER' OF THE BOARD,OF .,H,EALTH F ii V=7 ., 4 -Z1e.L'ly X S.. S ,! • r. Healthr` _ 'Br O t3 ' .Public •QCt Pu �. •' �� C t" -`•``yriK/iamd , t':. � ._i A�<. `... 4 '-.� { `'..{t` f * .. .° - 4r4-' , � .}f h lX R n •� . ' }i �. v r �.• �' env � w- `7 ..y �:} ') � `'tii'Y �'" v• er .c - •X °�'� d r� r ..P °-3:.� 4; ,T ] �..• y Ci�,.: r� :� .' 1x�Q�'4'•c =� it. i* � i3� � � f. 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STORAGE L1(7NT`T m5 rS �X1ST ETC>FZA6E `%Z- �4, Qlvtp ,201 2a 8 �! �, 4 �{• W 1RE i �' - 1 Tt E q A ZA A ���'o�•rc E?: 1ti�P aJdQK LIb r ` To c W p1 PE 6 S+IoQ LrvlrS 3: 1� k E3,acn�r, A 5 C7 -a7L- QED �1DO 2 r..lt�u $'kwo2 ar ` O -O - T�-� t �r 8-b , 1 C> p } '. U` �( - or..�'T'�AGToQ 1J o"T E ', P2o�/t Q E 1�1. L ►.I S_�..?._ S l=�Q�/1 GE �, P A�-.EELS I ` -- - ,i-C`r�-�Y\\ � 'I , �—'-- N�. 1•.1 S�.0 I G>✓ 1L\`�E C� Ls G CZ A1•°� ! p��v AMnuS Q 0-r -r o S G A L E �_ • _ � 1::XLL` L-l�L I St�VICr� r _ I 1JEW oFFIGE G_L•f Gvu,r 1 -rb -��t+a Tv a>rEt `-4E:W TdPPA,J -�— S' / isovo,3Tv g:Cv��7r�? , TLT `�o�. ,c/L .✓/o✓aT rn ' -I--xIs-1 rL-T �1C.15 TL7. G��Oi,jc�cu.-ory TO . R/Al'T'INCz ` TLTem SHOP LAYdUTECH �N� CAS [�CTRICA _ , i F Y O W I N Ef:,-, SPRCIFICATIO',.) 4• IRUCTURAL 11 - . ail?:L`l GLASS DOOR 11 . ASPHALT PAVING 1 . GENERAL Structural steel shall conform to the latest Standard �pecificatiows for Structural Steel for Aluminui ntrance.door shall be a`s man ct re bylKa�r Co. , Niles, Michigan, or a oved Water Bound Macadam Base Course shall be composed of two (2) layers of crushed stone and t. - General Conditions of the Contract, A. I.A. Docu- Buildings s and Bridges of the American Society for Testing Materials, Serial Designation •(A36) . equal. Imo shall be 'arrow Line "450' series, using numbered e.ctions as per d gn drawings. screenings constfucted on a prepared subgrade in accordance with these specifications an in standard American Institute of Architects g g n - shall serve except as hereinafter modified, as General Condi- Field connections of all structural steel shall be standard "B" series bolted two angle con Glazing stops doors shall be a snap-in type with neoprene bulb-type glazi and no exposed conformity with 'grades indicated on the drawings. pent No. A-201, 1970 Edition , p p Stops o Liquid Asphalt for the tack coat shall he grade MC O and shall be power distributed, using tions for this work and shall apply to the same extent as if bound in witli.these specifications , nections unless otherwise shown on the design drawings. Bolts shall be standard MachinE. bolts screws shall be re4 ' ed to secure- them in lace. Sto 17 exterior aid e arll he a lock in PP Y n Article ll A. I.A. Document meeting the A. I.S.C, specifications. Provide Anco lock nuts for all bolted connections'.' tamper proof type. Ent ces ;hall he weather=.tripped on three sides d at meeting rails of approved type equipment ,havin4 a (pressure of not Less than 40 lbs. per square inch. The In addition to the liability insurance , requirements, as listed i A , $ P No. A-201, the following shall specifically he. required, pairs with metal backed pit loth installed in the door and/or f , e. Narrow line shall be so finished surfacing hall be applied immediately after tack coat has been applied. i'he Contractor shall provide and maintain until final completion and acceptance of the work 5. MASONRY fabricated that joints will be -urately fitted and securely_ ined to make a tightly closed Asphaltic ;oncrete wearing surface (plant mix) shall consist of two (2) inch thick weaving such insurance as will protect the Owner, and himself, his subcontractors,- the Architect, ► Hollow and solid concrete block masonry units: Shall be whole, sound, of uniform textured joint. course composed of aggregate and bituminus material mixed in a central plan (sub-class 1-11 ) P mirror-like surface constructed on the prepared base in conformity with grades indicated on. drawin s and put down :structural Engineer, Mechanical Engineer or any of them from claims arising under Workmen' s facings and dimensionally stable. Moisture content. shall not exceed 20% of the total absorb- All exposed materials specified ir; this ction shal"1� polished to a , P P Y $ n g in accordance with the Standard Specifications of the State of Illinois Division of Highways . Compensation Acts, Workmen' s Occupational Diseases Act and from any other damage which may a- tion when delivered to the job. free from defects, and- shall be given an an 'cito ' E treatment in accordance with Alcoa Spec- P � rise from operations under this contract whether such operations are by himself or by any sub- Concrete masonry units or brick hall comply with the fotl`owing: ification "alumilite 204A1 RI" " minutes) . Paint marking to be applied as per plan. contractor or anyone directly or indirectly employed by either of them. , Paint used for lane markings shall be luminous as approved b the Architect specially mann- a. Hollow units ASTM c-9U-64T Type 1 Hardware for aluminum entrance .salt be f - nished installed in the door by the door manu- g � PP y , p y The Contractor shall indemnify and hold harmless the Owner, the Architect and the Structural b. Solid units, ASTM C-145-64T Type 1 facturer, and shall include standard ms as follows : ll paveured for the- purpose, color pn selected by Owner. Engineer and their agents and employees from and against all claims, damag( s, losses and ex- c. concrete brick, As C-55-65T Type l Push bar Style _' All pavement painting shall be dyne in a workmanlike manner. Lines shall be straight and fou, f4" I inch uniform width. penses including attorneys' fees arising out of or resulting from the performance of the Work , d. 'oncrete split block shall comply with A.') fM C-55-6417 Type I Pull Handle St All items furnished under this sects on of the specification shall be guaranteed against faulty provided that any such claim, damage, loss or expense (a) is attributable to bodily injury, Type "N" mortar -hall be u,ed having a minimum compressive strength for 2 inc:h cubes at 2 + Threshold om sickness, disease or death, or to injury to or destruction of tangible property (other than days of 750 psi. Center vats, offset pivots or butt hinges workmanship for a period a one (1) year period the date of Final Certificate of Payment. Any s the Work itself) including the loss of use resulting therefrom, and (h) is caused in whole or Masonry units shall be laid plumb, true to line and with level courses by only skilled mesh- 15 cylinder deadlock defects occurring during said guarantee period shall be made good by this Contractor ,3t hi = , in P y g art b Y any negligent ent act or omission of the Contractor, any Subcontractor, anyone directly anics. All bond shall. be kept uniform and plumb. Rack courses without toothing. Concealed ove ad closer, as manufactured by Kawneer t-o. , or approved equal, s 1 be of racy own expense without cost to the Owner, or indirectly employed b an of them or anyone for whose acts any of them nay he liable, re- .joints shall be filled solid with mortar as well as door frames and other voids. In exposed and pinio onstruction with fully enclosed spring complete with built-in hold open vice. - A�. WAi.1 PANELS Y Y ardless of whether or not it is ea.used in part by a party indemnified hereunder. wall faces, joints shall be cut flush and as the mortar takes its initial set, shall be tooled Finis all be clear anodized aluminum. Pane is sha Soffit Panels as manu a u by1,Chrrvs Manufacturing Co. on, lexag and shall be furnis n full lengths s Un n 1 s. [n any and all claims against the (honer or the Structural Engineer or the Architect or any of with a inch diameter round tool on exterior and a concave jointing tool on interior, each raals: Glass used shall he as per Plans, and shall conforn to all local safety codes. l� their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly 6" longer than the length of the masonry unit. Iooting shall compact the mortar joints re- Finish shall he e coldked Des vine �Anlopside, verse si a _1- ed prime coated. or indirectl employed b an • of them or anyone for whose acts any of them may be liable, the sulting from nails or Nine pins shall be plugged immediately upon removal. Where bonding is • �ARPi-.NTRYMaterial shall he cold formed galvaniteel, 50,0 , meeting Federal specifications YY Y Roof joists shall indemnification obligation under this Paragraph shall not be limited in any wav by 'any limit- not possible, use metal reinforcing in addition to reinforcing specified. be of sizes as shown on Plans and shall have a r:.ini:;u flexural stress of QQS-?75-C and ASTM A-361 and A-525. ation on the amount or type of damages, compensation or benefits payable by or for the Con- Masonry Contractor shall do all,in his power to minimize block cracking and shall .lay out and 1200 psi, Douglas Fir. Fasteners as recommended by manufact tractor or an Subcontractor under workmen' s compensation acts, disability benefit acts or execute his work only after careful analysis of probable contraction and expansion. With the Plywood for roof deck shall be 1" thick Exterior grade with exterior glue . All exposed wood Y 13. ALUMINUM FACED PLYWO BLS other employee benefit acts, approval of the Architect, .he shall provide additional reinforcing, expansion joints, etc . trim shall be free of knots, knot holes, splits and checks. t ianufacty WeyerhaeuserTacoma, Washington, complete with all nears 'he obligations of the Contractor under this Paragraph shall not extend to the- liability of in order to minimize block wall failures. Furnish and insta e inished "Panel-15" single faced panels in Midas Yet o � 6727 as the Architect, the Structural Engineer, his agents or employees aris manufa cc ies. Furnish manufactur ing out of (1 ) the prepar- All. cutting of exposed concrete masonry units shall be done with power driven carborundum 9. PAIN'iING Co. , ;_ clos nd er s guarantee for panel and finish 15 Interior Concrete Block: 1 coat block filler, t coat flat wall paint ation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or saws. Exposed mortar requiring a painted finish shall. be cut flush and after the initial set, specifications, or (2) the giving of or the failure to give direction', or instructions by the shall be rubbed with carpet or burlap. xteTior Woodwork: t coat sealer primer, 1 coat lead and oil paint ' j¢. `-{EAT C� , VE►JTitAT1NG A. G• (EXi5> G EG)ui�MT) Architect, the Structural Engineer, his agents or employees provided such giving or failure nterior Metal : 2 coats lead ead oil paint to give is the primary cause of the injury or damage.. 6. ROOFING & SHEET METAL - Interior. Metalwork: 2 coats lead and oil paint over pri^.e 'by oti,crs) � C. o'A/TRAcToR SHALL TEST FQ �� ���C-r✓T � SOF3/•-1, T �-ST/NA7"E oG .VE�ESSARY' g P Y — interior '_oodwork: Doors; Natural ; 1 coat shellac .clear - , 1 coat ar`38 vains ih, dull ,Pr�Ales To n�P�Vjp� pk1vPve4y vPERAT��'G 4YSTE^-1 Bitumen (for flat surfaces ) shall be an especially prepared commercial product to conform CaST GF uJoek' To PEE iwcZOo-a i,v r3QS6 a/,O '. STRIPPING & EXCAVATING with Federal Specification P-R-381 'Type I. Trim and other woodwork; 1 coat sealer pricer, 1 coat c,nan,el lNe Contractor shall strip all pavement, topsoil , trees; stumps, bushes and unsuitable mater- Saturated roofing felts for hot application roofing shall conform to Federal Specification interior Drywall : Walls and ceilings; 1 coat sealer primer; 1 coat oil base flat wall paint ial off the entire area to be occupied by the building and- new pavement. HH-F-201 Type I_ for -bitumen roofs. All felts shall be 36 inches widE. except bathrooms which hal [ have 1 coat sealer primer; 1 coat enamel r�loss No excavation shall he deeper than shown on drawings except with the approval. of the Engineer. 90 lb. mineral surface roll roofing shall conform to Federal Specification �S-R-5219 Type 1. r.olors as per Plans. Soil in footing excavating loosened by rain or otherwise disturbed, shall be removed and the Gravel surfacing material shall he hard, durable, clean rounded in shape, particles evenly area brought to a fresh cut surface. Depth of concrete for areas so disturbed or otherwise graded from inch in size and be. dry when applied. No slag permitted or sharp edged mater_ I.C. ELr-CTRICAL The electric service for this bull carried too deep, shall be correspondingly increased at no additional charge. ial. dir,g :hall be 3( -.A, 3 phase, wire , c; c1_e A.C. , C! /- + pit The Contractor ;hall backfill around all column footings, wall footings and foundations, and Before installing any insulation or roofing material, the Roofing Contractor shall certify The location of outlets shown on the drawings is rac approximate and th, Excact location shall [ow areas under. concrete floors and exterior work and wherever designated on the plans. that the deck surface is dry, free of frozen scale and other foreign matter. be obtained on the tradeprerrAs he electrical contractor shall consult wit? the Engineer regard- low beneath floor slabs and other portions of the structure shall be sufficient to inn work of other trade before fixing location of outlet;. P The Roofing Contractor shall furnish a written guarantee warranting this building to be free 95% of optimum density as determined by the Modified AASHO coon- Conduit fittings shall be used. for all outlets on exposed work. All fittings shalt be galvan- obtain a minimum density of action test. from leaks resulting from defective roofing and waterproofing materials or workmanship, for a ized or cadmium coated. "Manufacturer shall be .:rouse-Hinds, Appleton, Simpl.et or approved P period of 5 years after acceptance of the project by the Owner. Should any leakage develop in Compaction for sub-base under parking areas and sidewalks shall be_ sufficient to obtain a these items, they shall be made waterproof by the Contractor by approved. waterproofing methods equal. ['he use of iron supports will not be permitted. minimum density of 85% Modified AASHO density. All unddrground wireess,, u unndder building shad be run in rigid steel heavy wall. conduit hot dipped under and materials and this shall he repeated, if necessary, until all leakage has been -stopped, at galvanized. In other areas direct burial cable laid in sand :nay he u,cd. 3. CONCRETE no additional cost to the Owner. Conduit shall be delivered to the job in not less than 10' length Counterflashing shall be .020 inch sheet metal formed in lengths not to exceed 10 feet. The All concealed circuit wiring shall be conduit and wiring. All concrete construction shall be in accordance with the Standard Building Code of the Arner- ican Concrete Institute 318-71 or as amended. counter flashing shall extend down over base flashing not less than 4 inches, except as shown No conduit ~hall be smaller than 1/2' . on drawings at canopy. [oints shall be lapped 4 inches. Metal shall be formed to provide: Outlet boxes within the building or in the walls shall be of the pressed steel type. Exposed All concrete shall be so proportioned and mixed as to provide a concrete of the strength re- quired and which will be readily workable for depositing in the forms. All concrete shall spring action against base flashing. Gravel Stop and Fascia shall be .02? inch sheet metal gravel stop, instal Led in accordance with outlet boxes shall be of the cast iron type. In 11 cases bo s shall be of the size and shape have a minimum 28 daycompressive strength of 3000 psi. This Contractor shall be responsible underside of ravel stop, joint covers shall. be primed with approved especially adapted for the particular use to wh lock they are to e used. P g P approved shop drawings, The u g P� ] Where conduits enter boxes or cabinets, double lock nuts .shall be used and brought up. tight be- for maintaining the design strength of the concrete, bituminous paint before installation. ttrxpansion joints shall be sheet flashed. Finished in- fore bushing is installed. Reinforcement bars: For slabs, bars to be A-432 with minimum yield point of 60,000 P.S.I. stallation shall be straight and true. Corners shall be mitered and welded to form tight angles. All conductor wire and cable shall meet requirements of the National Board of Fire Underwriter deformed bars; bars under 3/8" to be plain or deformed. • AS CM A-185. Unless otherwise indicated, or specified, slab mesh to be Clean metal. of surplus paint after installation is complete. First class alignment and workman- Each coil shall bear a tag containing the National Board of Fire Underwriters approval stamp, Welded wire fabric • ship required. Corner joints shall be accurately fitted by mitering and continuous soldering, name of manufacturer and trade name of wire. not less than 6" x 6" mesh, No. 10 gauge wire. All sections shall be adequately secured to roof edge, with allowance made f'or expansion and All splices shall be continuous from outlet to outlet and there shall be no splices except in Concrete must have a temperature of at least 60° F. , and- not more than 80' F. , when deposited temperature above 40°F, contraction. outlet boxes. Sufficient length shall be left at outlets for connection to apparatus. in air Adequate equipment shall be provided for heating the concrete materials and Miscellaneous sheet metal items not covered elsewhere in this section shall be as indicated on All wire installed underground shall be the best grade known as type R.H.W. Cold weather: protecting the concrete during freezing or near-freezing weather. Concrete materials and re- the drawings, and as required to provide a watertight installation. Formed sheet metal shall All wire larger than #10 B. & S. Gauge installed in conduit above grade shall be type R.H. inforcement, forms, fillers, and ground with which the concrete is to come in contact, shall accurately represent the design shown. Joints shall be lapped or locked and soldered as applic- 190 wire smaller than #12 B & S Gauge shall be used for branch circuit work. o able. Reinforce as required. The contractor shall install a ground in accordance with the requirements of the National ELec- he free from frost. When the temperature of the surrounding air is below 40 F. , concrete shall have a temperature of between 50'F, and 80°F, when placed in the forms, and shall be tric Code . mainta�_ned at a temperature or not less than 50°F, for at least 5 days, or 70°F, for 3 days for normal Portland Cement concrete, and above 70°F, for 2 days, or 50°F. for 3 days for high- ^ early strength concrete, or for as much more time as is necessary to insure a proper rate of r � \ `'� RL~ ` 1` ' x 1- S J �' HOWARD LAVITT ASSOCIATES curing of the concrete. The covering protection used in connection with curing shalt remain in place and intact at least 24 hours after artificial heating is discontinued. Care must be taken not to overheat the concrete. - .` • ' ' .r-�` . 1 •_.; '� ENGINEERING ARCHITECTURE Concrete must never be placed on a frozen sub-grade, and precautions shall be taken to pre- 'ROUTE. 'z.`� �• Z�(AL1 Ol»I- RZ04p T3C�R►JSTIaP�L>✓ (I-IYA�u�S),ti�nss. 2716 W. DEVON AVE. CHICAGO. ILLINOIS 60645 vent the soil that supports the concrete from freezing and heaving after placement. Hot weather: Windbreaks and sunshades shall be 'used to protect the concrete during hot weather REVISION DATE Job NO. SHEET when the temperature is above 80°F• At temperatures above 80°F. , con rete shall contain water reducing agent in proportions of four (4) fluid ozs. per bag of cement, 3 HUNIhu