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HomeMy WebLinkAbout600 Central Park Dr 92-835 Plans Safety KleenCONSTRUCTION PLANS FOR 5fP`R '+n PERMIT #LC -DATE4aL RESIDENTIAL COMMERCIAL!E3 717 ir ADDRESS (00 p r OWNER • en CONTRACTOR VAILLIATION P0MIT FEEIC: IC3 I;t 1:3 (::3 l:;t 71'm IC3 11 S THIS APPROVA(. DOES NOT QRANT PERMISSION TO VIOLATE ANY APPLICABLIZ CODE, KEEP THIS PLAN ON JOB AT J,L1. TIIAES. PHASE 1 GENERAL NOTES: REQUIREMENTS OF THE CITY OF SANFORD ENGINEERING DEPARTMENT FOR ALL SITES For identification in cuntra--tural agree.r._•nts, this set Df drawings is dated II. SANITARY SEWER SYSTEM STATISTICAL DATA (EXCEPT SINGLE-FAMILY AND DUPLEX RESIDENTIAL SITES) October 9 , .989 Any revisions thereafter will be noted and dated On the The City of Sanford requires that all parking lots, driving aisles,driveways, and private streets shall be maintained at all times to City and State/MUTCD affecteT'drawing (s) . A. All sanitary sewer pipe shall be PVC sewer pipe conforming to ASTM D3034 TOTAL SITE AREA = AC. 3.0465 - S . F. 132,706 standards. CONTACT THE ENGINEERING DEPARTMENT AT (407)330-5673 FOR APPLICABLE PERMITS, AND TO SCHEDULE SITE SDR-35. Installation of PVC sewer pipe shall conform to ASTM D2321. See Materials and construction met!tuds for struts ,and storm drainage construction ASTM C-12, latest edition, for construction methods, except for EXISTING SITE CONDITION = ABANDONED FARM FIELD WITH CLAY PIPE INSPECTIONS. which will be as shown on the Standard Sanitary Detail Sheet. IRRIGATION SYSTEM THE CITY LAND DEVELOPMENT REGULATIONS(LDR),ANDFLORIDASTATELAWREQUIRETRAFFICCONTROLDEVICES,including shall be In accordance with the Florida Department of Transportation Standard backfilling, �( eethose signs and pavement markingson private property where the public isinvited, TO MEET STATE STANDARDS adopted bythe Florida Department of Transportation. Section316.0747states:"Itisunlawfulforan A horizontal separation of at least 10' shall be maintained between water p y(governmentalor)non-governmental entity to use any traffic control Specifications for Road and Bridge Construction latest edition. - - and sewer lines. When water and sewer lines Cross with less than 18" PROPOSED BUILDING AREA - AC . 0.29 - S . F . 12,720 10% device at any place where the general public is invited, unless such device conforms to the uniform system of traffic control devices adopted by the A. Paving shall be constructed of 6" concrete pavement (3,000 P.S.I.) with 6" vertical separation, er when the water line crosses beneath the sewer line - - Department of Transportation pursuant to this Chapter." The Manual on Uniform Traffic Devices (MUTCD), as adopted by the State requires: 1. All handicapped parking spaces shall have one symbol (F.D.O.T. Approved) sign plus one blue pavement symbol per space and 4" wide Blue parking stabilized subbase F.B.V. 50 P.S.I. compacted to 98% maximum density per di any depth, the sewer line Shrill be encased in concrete Or the sewer PROPOSED PAVEMENT AREA AC. 1.65 S.F. 71,644 54� space perimeter striping lines in addition to the regular 4" wide WHITE parking space stripping. Curbing adjacent to handicapped spaces shall be AASHTO T-180 and sub -grade compacted to a density of not less than 95% shall be ductile iron pipe for a distance of 10' either side of the INCLUDING SIDEWALKS painted BLUE.(REFERTOF.D.C.A.'sACCESSIBILITY REQUIREMENTS MANUAL) (ASTM D-1557) has been obtained in the upper 12" of inplace soil. crossing. Ductile iron sanitary sewer gravity pipe shall be Class 52 2. ALL OTHER parking space striping lines shall be 4" wide WHITE (Sec. 313-16). NOTE: (YELLOW SHALL NOT BE USED)3. Directional arrows on the pavement shall beWHITE (Sec.3B-17). ductile iron polyethylene lined. OPEN -SPACE INCLUDING LANDSCAPE = AC. 1.11 = S.F. 48,342 36% 4. Pedestrian crosswalks shall beWHITE (See.3B-15). B. All pipes noted on the plans as RCP shall be reinforced concrete pipe Class RET.-DET. AREAS 5. Stop bars shall beWHITE (See.3B-14). 6. All driveways exiting onto any public or private street shall be controlled by a High Intensity Grade 30" STOP SIGN. 24" STOP SIGNS shall be used III with rubber gasket joints. B Laterals Shall be located from center Of nearest downstream manhole. internally. The clearance from the finished ground elevation to the bottom of all signs shall be at least 7 feet (See. 2A-23). EXISTING ZONING = RI-1 7. Lane lines between traffic lanes of travel in the same direction shall be WHITE (Sec. 3B-2). 8. Centerlines between traffic lanes of travel in opposing directions shall be YELLOW (Sec. 3B-1). C. All traffic control devices, signag2, and pavement striping shall meet III. Water System Florida Department of Transportation and City of Sanford specifications, EXISTING SOIL TYPE 13 ALL WORK WITHIN THE CITY' RIGHTS -OF -WAY AND EASEMENTS REQUIRE ARIGHT -OF -WAY UTILIZATION PERMIT AND and meet the requirements of Chapter 316 Florida Statutes. A. All 4" Or larger mains shall be PVC DR-18 AWWA C900 and shall be fitted INSPECTION. -DRIVEWAY PERMITS SHALL BE ISSUED BY THE ENGINEERING DEPARTMENT AND INSPECTED BY THE PUBLIC with Cast iron, mechanical joint fittings. B -D SOILS WORKS DEPARTMENT. D. The locations r)f all existing utilities shown on the Plans have been • determined from the best information available, and are given for the B. All pipe, valves, and fittings for 2" and larger pipe shall be of the POTABLE WATER SUPPLY = CITY OF SANFORD convenience Of the COntractI,r. The Engineer assumes no responsibility for nominal diameter as shown on the plans, and shall meet the materials �"° ��_ NARC4s5U5 their accuracy. Prior to the start of any construction, activity, it shall specifications shown below, and be in accordance with Vol County. All WASTEWATER DISPOSAL SYSTEM = CITY OF SANFORD (WWTP) ��r$t Josephs be the Contractor's responsibility to notify th, various utilities and to fittings shall be ductile iron and conform to ANSI/AWWA C111/A21.1180 for T_ make the necessary arrangements for any relocations of these utilities with fittings from 3" to 48". REQUIRED ADDITIONAL CAPACITY = G.P.D. 500 the owner of the utility. The Contractor shall ex noise caution when (BASED ON 20 GPD PER/WORKER).(16) �; i crossing an underground utility, whether shown on the Flan or located by WATER MATERIALS STANDARD SPECIFICATIONS the utility cr)mpar.y. All utilities that int-r-ftre with the proposed RECLAIMED WATER SYSTEM STATEMENT: a7 '27 construction shall be relocated by the respective utility company, and the Polyvinyl Chloride Plastic Pipe (PVC) shall conform to ASTM D2241 plastic pipe WE ARE AGREEABLE TO THE USE OF CITY OF SANFORD RECLAIMED R;19"TAR Contractor sr.all cooperytr with them. d iring relocation operations. Any (SDR-PR & Class T) , ASTM 1784, Type I, Grade I, 2000 psi design stress and be WATER AND ESTIMATE THE AMOUNT TO BE 3, 867 G. P.D. TO BE �;f •I)1 PAR •. or inconvenience caused to the Contractor by the relocation of National Sanitation Federation (NSF) approved. The pipe shall be DR18 AWWA UTILIZED FOR SITE AND LANDSCAPING IRRIGATION AND WILL HAVE 0- delay _ - C900 with markings on each section showing conformance to the above A f�� -Y various utilities shall be incidental to the contract, and no extra 9 9 AN EXPANDED OflSITE IRRIGATION SYSTEM AVAILABLE FOR USE. �` - �1 compensation will be allowed, specifications. Joints shall be rubber gasketed conforming to ASTM D1869 or (0.08 GAL/PER S.F. OPEN AREA PER/DAY) ASA-A21.11. All PVC pipe shall bear the NSF logo for potable water. E. Contractor shall notify tht' Owner and the Engineer when all work is laid OWNER: SAFETY KLEEN CORPORATION = ,'ro out (survey staked) , so that .a deter.nination may be ma.3e of spacific trees 777 BIG TIMBER ROAD to be.removed. In addition, to clearing and grubbing for th, streets, the METER - W / ,5 ELGIN, ILLItIOIS 80120 o Contractor shall provide clearing and grubbing as required for the 6O C installation of utilities, and drainage facilities. All Materials Proposed water meter with backf low preventer in location shown on plans. Water ENGINEER: CONKLIN, PORTER & HOLIIES-ENGINEERS excavated shall remain the property of th Owner and shall be stockpiled at service shall be 1 1/2" F.V.C. Class 200 SDR-21. - s specified b the Owner. Materials shall be stockpiled 500 W. FULTOiJ STREET ' �� 19 onsite location_ p y SANFORD, FLORIDA 32771 � ! c�_ se aratel into usable (nonorganic) fill stockpiles and organic (muck) CONSTRUCTION METHODS: i ,iNE.,.=�/r P y stockpiles if muck is encountered. It will be the responsibility of the SURVEYOR: HEf1RZCH , TROTTER, CARTER & AYERS t !� w and Contractor to remove all underground debris below ground surface A. The water main shall be installed as noted on plans. „lateral separation 636 NORTH WYMORE ROAD SO, Owner of at least 10' shall be maintained between water and sanitary sewer _-I ke' o ',NSW• in proposed building and pavement areas. WI14TER PARK, FL 32789 lines. When water and sewer lines cross with less than an 18' vertical_ F. Soils investigations for the site were provided b Jammal & Associates. separation, the PVC sewer line shall be encased in concrete or ductile iron The Contractor is to obtain a copy of that soils report for review prior to pipe used in lieu of PVC pipe for a distance of 10' either side of the u construction; and the construction is to conform with the recommendation in crossing. N r ► that report. SOLID WASTE REMOVAL STATEMENT B. Minimum cover over all pipe shall be 36" to finish grade from top of pipe. SOLID WASTE DISPOSAL TO BE PROVIDED BY CITY OF SANFORD VICINITY MAP G. The standard roadway crown shown on the Typical Section will not necessarily be applicable for use in computing the staking intersections, C. Complete "As -Built" information relative to location of all valves, lA = 2 0 0 0' or the sections approaching or leaving intersections. All paving surfaces fittings, mains and services, shall be submitted to the Engineer prior to in intersections and adjacent -sections shall be graded to drain positively arrows on the plans and to provide a final inspection of the work. in the direction shown by the flowr p P smoothly transitioned driving surface for vehicles with no sharp brakes in TRENCHING: grade, or no unusually steep or reverse cross slopes. Approaches to intersections and entrance and exit grades to intersections will have to be Compacted backfill shall be to 98% maximum density as determined by AASHTO staked in the field at different grades than the centerline grades shown on T-180 for under roadways. Other compaction of backfill shall be to 95`k maximum the Plans. In these areas, it may also become advisable to make minor density as determined by AASHTO T-180. See Standard Water Detail Sheet. local field adjustments in the centerline grades to accomplish the purposes S H E E T I N D E X outlined. In addition, the standard crown will have to be changed in order GATE VALVES to drain positively in the area of intersections. It is the Contractor's responsibility to accomplish the above and the Engineer shall be consulted a) Valves Three Inches and Larger in Size:- Gate valves shall conform to AWWA so that he may make any and all required interpretations of the Plans or C500-80 with handwheel or wrench nut, extension stems and other 1. COVER AND GENERAL NOTES give supplementary instructions to accomplish the intent of the Plans. appurtenances as required. They shall be iron body, fully bronze mounted, double disk, parallel seat, nonrising stem valves with "0"-ring seals. / H. All private and public property affected by this work shall be restored to Manufacturers certification of the valves compliance with AWWA l/ a condition equal to or better than existed before commencing construction Specification C500 and tests listed therein will be required. Valve boxes 2 SITE DIM E N S I O N ,SIG N A G E , work, unless specifically exempted by the Plans. Cost to be incidental to shall be 18" x 18" x 4" thick concrete with #4 reinforcing bars. Pad to be STRIPING, WATER SERVICE other construction and no extra compensation to be allowed. set at finished grade. I. Legal surveys, descriptions, easements, boundaries, topography, contours, b) Valves Smaller Than Three Inches in Size: Gate valves shall be bronze AND LANDSCAPE PLAN cross sections, lot lines, street right-of-way geometry, existing body, rising stem, solid wedge valves capable of being repacked under improvements and cultural information, and other horizontal and vertical pressure when valve is fully open. SANFORD FIRE DEPARTMENT land surveying information has been furnished to the Engineer by others, 1303 FRENCH AVENUE 3" SITE GRADING ,DRAINAGE AND and the Engineer assumes no responsibility for their correctness or c) Valves shall open in a counterclockwise direction unless they are to be SAN F 1DK 32771 accuracy. The Engineer's work shown on the Plans has been prepared based installed in an existing water system in which case they shall open in the SANITARY SEWER SERVICE PLAN on the survey information provided by Ralph E. Blackwell & Associates. The direction consistent with the direction of operation of existing valves. 401 Contractor is directed to the surveyor to obtain location of lot corners, baseline, elev. benchmark and other surveying information not on the plans THRUST BLOCKS 4 „ DETAIL SHEET that may be available. The Contractor shall exercise care not to disturb existing monuments, corners or other surveying markers or nails. Should A. All plugs, caps, tees, bends, fire hydrants, valves, etc., shall be any monuments be disturbed during construction by the Contractor, they provided with thrust blocks. For thrust block construction details, refer shall be replaced if destroyed at his expense by a surveyor approved by the to Detail Sheet. Owner. _ B. The water and sewer utility that will operate the systems after J. Complete "As built" information for storm system relative to invert and construction is City of Sanford, The Contractor will be expected to meet } ��•�r'+'�' 4tiiL. APPROVED 5 grate elevations and live location shall be recorded by thf- Contractor all requirements of the utility company including advance notification to � "Tar'A a �}}�PLANNING & ZONING COMMISSION COVER SHEET A and the information submitted to the Engineer on legibly marked up the utility and the Engineer so that they can witness all required tests of 0 Ocpr � DA7- drawings prior to final inspection of work. the water and sewer systems. GENERAL NOTE �R fit ►i r4Grb tScl� A.2Grf I , Mr- bra N -to %e/ ACTIVITY NAME DATE �1Alq-tNT'. EASt T Conklin Porter and Holmes DESIGNED BY MIKE DAVIS SCALE NONE DRAWING No. SAFETY KLEEN ENGINEERS, INC. DRAWN BY �ENNI DURAK CORPORATION POST OFFICE BOX 1976 CHECKED BY _ DATE SEPT. 1989 4 O 500 W. FULTON STREET 1 of SANFORD. FLORIDA 32771 DATE TO FOR APPROVED BY JOB NO S2900.00 MAR TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION N0 NO DATE REVISION APPROVED SANFORD FLORIDA 4 01111111 FUTURE RECLAIMED EFFLUEMT LINE PROP. 10' DRAINAGE MAINTENANCE EASEMENT FOR SMITH CANAL EXIST. ZONING R 1 -1 \ Ex16T1A1G Ifs" D.I. 4VATEe MAIN (TO SEMINOLE COUNTY) I 5 --- 34.89' 30' 90' -- - - -- N89 39'40" E 329.89 ° x x x x x x ®x x 15' SIDE 5' WIDE B FFER EA I SETBACK -� — - - — — — — — — --- -- r - -fi - - - -- -- - - -- - - - - - - - -�- - -- — �- I - — \ P RO . F.H. 2 � � 5' LANDSCAPE STRIP � \ - RE R SETBACK 2'I i o `n �� 0000000000 \ \ \ 0 0 Z00000 00� - �� � 0 c% \ \ \ 1 \ 5 4 13 2 PROP. SITE LIGHT PROP. BUMPER BLOCKS i \ \ \ \ 00 4 -- -� - -A 1 14 55 50 \ 36------- - j '� -4- - 25 r - - - - - .._ - \ O 29� 26 'i j 0 \ FIRE LANE ;' \,� FIRE LANE i PROP. FENCE GATE I n \ �� -- W o E -� 27 II (PAI NTE�D SOLID _ 0 I / Q NO PARKING 5' ,4' YELLOW LINE ; 00 UNCAPPED WELL SHALL BE CAPPED BY �� N POST SIGNS NORTH & I y � � FLORIDA U ENCED WELL DRILLER. 4" WIDE ', �\\ SOUTH OF BLDG. 0 � ,� 2 PLACES EACH \ � 54 55 '56 57 - - - =- - - i %� \� % \ 28 ov"\ V ;\ /V� /\�/ �, / I I 29 f� 1> k \ ;0000, cl 30 PROP. 5' LANDSCAPE STRIP _ P ?� HEDGE 2' HIGH-30r' CENTER (TYP) FUTURE '�' EXPANSION •�� ;' % ' ; PROP. l Il2" f'�Y C.A �� OE E � 00 >; \� °� �� A y \ 0 \ WATER 6�T1VlCE LINE \ F E � P�� SNP 31 �lFtAG mETE2 To eE INSTAL(FD �` SIGN N / / // �' B`� CITY OFSA�dFCD \ SEA D p) EXIST. IRRIGATION PIPES SHALL I o ; ; \ , REMOVED OR CRUSHED IN o0 \ ,', \ , �; ,;y , POLE LIT -IL11-S' �F'ZThIE o 32 PLACE (TYP.) 12' �A'uIC,��% 6(vA/ S ��\- ;� ;�j/,, �� 0000 oR oP � � �p�� LEGAL DESCRIPTION: LOT 10 NORTH STAR BUSINESS I1. Z 000 �, ; � � ,\ � y � A,\ 0 QR �� ,� CON PARK PHASE �� '� / �� \� �' /" V / �� \W�'� �� �Q ` 0 / t\ v v 0 10, 0 33 50 51 52 53 I L------�- -- QP N PROP. TREES 50 CENTERS 34 10' HEIGHT TO BUILDING SPRINKLER SYSTEM Ln CAUPER 2"-e ABOVE GROUND (TYP) 70' N iLn SPEC. - - - - - - _. - - - - - in X 30' FDC AREA "� N (NO, PARKING PAINTED) d \ \ 2 IDE W�dITE PROP. ABOVE GROUND PIPE BRIDGE _ _ -- _ __-_ _ - 10 Q o " -- -- 21/2"X2 1/2"X 4" T M OR AS> IC z Q FIRE DEPT. CONN. \ STO \ Q I O i jA \; ; \\ A \ , i' ;'ALLEN C0 23T STOP SIGN \ \ \ C) _ 0 I FIRE LANE y �� ',� �� ,��i� ;"/;" ELKHART OR EQUAL \ - (y TRASH PICK-UP 0 (PAINTED SOLID ;' \j; N t \ �� �% W I YELLOW LINE x \ w f 0 0 0� \ 10' I; \ a 12' '� I 0,000 20,000 / 20,000 h GAL. GAL. GAL. 42 43 44 45 46 47 48 49 0 0 \ 0 � HEDGE 2' HIGH ON 30" Ct,NTERS M O I I \ 5 WIDE (TYP.) SPEC. ff�FUTURE TANK o v X 0 000000 � 35 36 7 38. 39 40 418 0 AREA I PROPC6ED DRAINAGE MAI NTENA CE �9 EASEMENT FOR SMITH CANAL \\ \ 0, 0 20,000 20,000 (TO SEM. CO.) � \ I in 9 IF1 22 21 20 19 18 '0 17 16 15 9 8 7 6 4 14 13 12 `11 10 STRUCTURE TO NFPA 30 lop • r r R - 4 ...►� • • r . • • • � d s EASEMENT • ,UTIUTY, AND LANDSCAPE . ��'` ,ter,' �'►, • C 1� r-• n-. 41,ki_ - • •I� PROP DRAINAGE MAINTENANCE EASEMENT FOR SMITH CANAL ®®(TO SEM. CO.) __ =HEDGE SHALL BE 5' IN HEIGHT AT THE TIME OF A PLANTING AND MAXIMUM DISTANCE BETWEEN I SHRUB FOLIAGE AT TIME OF PLANTING SHALL BE 121.- 5 JEEEI, GROUPS OF SABAL PALM TREES 2' $IN HEIGHT, 3 2ACH PER GROUP,,SHALL WITH HEDGE AT A MINIMUM OF EVERY 25' All. SHOWN. `i 3ti6 4 ��. Con,k1in Porter and Holmes MR POST OFFICE BOX 1076 00STREET TEL 407 322-5541 TEL 407 8.31-5717 EXIST. 9 DIRT ROAD 0 S89 39'40"W 474.90' EXIST. SMITH CANAL ®® ®® ® -- gay 6'-0" HIGH CHAIN LINK FENCE (9 GA.) W/3 STRANDS OF BARB WIRE ON TOP e (7*-0" TOTAL HEIGHT. ) EXIST. ZONING: R 1--1 RESTRICTED INDUSTRIAL) C R I i DATE TO FOR PROJECT CONTROL EXIST. 15" R.C.P. WAX - LEAF LIGUSTRUM 2'-0" HIGH 30" ON CENTER ('TYPICAL) ACTIVITY NAME DESIGNED BY: J M D DRAWN BY: W. LA NE CHECKED BY: J M D APPROVED BY: J C B REGISTRATION NO. 34791 L WAX - MYRTLE - 10' HEIGHT CALIPER 2" 4' ABOVE GROUND (TYPICAL) 3�. DATE SCALE: 1" _ 20' 10/89 WEVISED Tug DATE: OCT. 9 - 89 10/ 89 2. o-51.89 w Nsw,TtMiab *Wsr/IV WFf1 RAW?IAV STORAGE rA vjc,Am-rD'&& JOB NO. S2900.00 10/89 10-2'rLAS `Anur F µ16" Ne -06 , ar+K c,&vaccr� S POE M U NO. DATEI REVISION APPROVED FILE: S—C—BSE SHEET N0. 2 of !, C! 9 •y0� It e SITE DIMENSION, SIGNAGE, STRIPIN WATER SYSTEM & LAN ESCAPE PLAN S AFETY EEN C01%jr. CITY OF SANFORD FLORIDA A R - 3 0,2 MAR 0 3 1,992 IM W KE /-,.-y/&-/-%I -L. , 4-vv//t SEE 5'o/G S ,PEPo,P7J G'OMPACTEU TO Q L/EN$ / TY OF NOT LESS 71-1,41A1 95 /,QST/►l ,o - /55-7) / 2 " G'oMPg(2TEO .5el,43 - F�Q5•E ,, B. V, 50 P6.1. ,a MiA/. /n/ PcgcE oEn/s/rr OF NOT LESS 7XI QAI 9$ (,457-lv;f O - /557) SECTION B—B SCAGE : NORIZ. / " = /D ' KV 33a 33. I � z TOP OF INLET OUTFALL STRUCTURE 12' (Typ) W EX/ST//VG GR.�lUE -F/LG MUTE.P/AC .4EQU/.PE,O (SEE SO/G S R�F�.PTJ /- %4 "�" i4 " Trff 5 - ZZT Qs x/.QG T/0 Gt5l.,+/0,V dc� ' 9016 C4rAe1EN7• B, '5E 00 U q54= G�oM P,QC'TEO TO ,4 OENS/T)- OPC NOT GESS 7�144PA/ 95 -/557) /2 " G'oi►'/o�UG'TEO S41-/8 - ;3NA4L NAI/E A M/,A/. //,6/ ctAC'E G1En/s/rr OF n/OT e&55 T.v,4N 95%- (q,5•TM .0 -/s'.57,) Z' FOR INLET W/ THROAT OPNC. PUCE ANGLE BAR 2' BELO', WEIR ELEV. Vx2'x114' ALUU- ANGLE I I (TYP) a" FlT AND WELL I I (TYP) O q O O O O O i I I 0LT ALUM. I ATTACH BOTTOM OF 1 /4 ' UC 8 LAG TO INLET I ALUM. BAFFLF. 2' BELOW BOTTOM OF SKIMMER PLATE —w I (np) BOTTOM of Fl7 TO = WE � SHALL BE 3"BELOW TOP OF I TO BAFFLE 4 INLET OR LOWEST WEIR ELEV. I I I I ------- --4 I I i I /I INLET SKIMMER DETAIL NOTE. SEE GRADING PUN FOR OUTFALL STRUCTURE LOCATIONS. irter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 v s/oE 54� OPES TO BE .S000E'O � (l Zo 34 _ 32 32 130 V 1 c O 3 ® 12 %Q "�' i4 " Try s --ZZC ,Qs,�,QGT�c1 c�vc�R �' � " Soit CEMENT BASE' C�oc%eSE" cUr/�,9�TEO QOTTOM O�" RE'T�NT/ON .�7�P�.Q EC EU. 29.0 ' 70 A DENS/rr 0/1w NOT GE'.✓S 7;V,47A/ 95 % 1.q-v'rly ,o - /5'77 ) CGEAn/ ✓�'ANO (SEE /ZH c�or/.��c�TFO SIB - E3,95E �: B. !✓ 50 os. /. UNO�Ro.4�7/N OET.U/G S�✓AGG NA{�E aq lwlAl //V ct oc - G4=-i1/S/Tr sf /BET 3j Of• NOT O&S5 T,4',Q/✓ 95'%• (ASTM .D -/557 SECTION C--C NOTE : ALTER�/ATE f�gliE IENT SECT/On/ TO ,45'PN,QG7- 5�` G. " So�G CE.a-/En/T Br45E G'o�R,St� S' ro " 6101Ve ?ETE 1— - f : - - -- — ,�gvEn-LENT A j Co " 5r,40/L /jEO s'US - 1�9� V�+rIC 1 3- , osi arm 1. 4,000 p.s.i. Type II Cement 2. 2 ea. t4 bars accurately placed with I. plastic chairs. ' J_ 'UU 3. 2 ea. {6 anchor pins 16" long are furnished. Y li ,ull P, 6 4 _ 3' HI ►1fLvf T,( A, MED _ II Service Center Q�' sccon.p 5v�c�cc h 4�"i=- 5" o o , 9. -0 I This heavy duty bumper is designed for long life, as opposed to the old style 'Miami" bumper, which was sloped on one side only. The "Miami" single slope bumper is prone to cracking within a short period of time. _DUMPER BLOCK DETAIL 8' DETECTOR CHECK AND DETECTOR CHECK i VALVE HERSEY MODEL EDC OR EQUAL (->YF,) ------3/4' WATER METER 3/4' GALVANIZED BY PASS LINE 8' GATE VALVE (TYP) t D.I.P. MECH_ JOI � JOINT (TYP) 30'MAX. FINISH GRADE -36' MIN. 8' D.I.P. PLAIN END COVER MECN JOINT 8' P.V.C_ FROM O-SLDG. WATER •a SIAMESE SUPPLY FIRE' DEPT• co07110 i D.I.P. TO ?VG. ADAPiF-rW C3A�KE`T. 0 FIRE DETECTORCHECK LY DETAIL. N.T.S. 4 " BLUE f 1AN0/ STR/P/n/G c7rc 1-1-Q1\/0/Cx7,,0 P,4 nVEnrr .9rrVQoe- 4 N STR/ DO NOT �� ENTER TRAFF MK RE N P a A A Qa 4 <o"CU,28 ^,i CONCRETE FLUME DETAIL Z -'�,S BAPS FD.P t-l1lC L "6,rI/ OF CU,Pe /NFL UMg iYIA�'f/'�ZUME ,BOTTGtM Tt7 � G," �„ P,4ficsiY�1fiVT V. M.4TCry �PfPENT/OA/ .80T12�M SECTION "A - A" cL /8 " X /8 " cc/vc. 51--4B 9" Bea 11F APE/NFO.PCEO ZL 80W PL l/G � Urt/C�E�POrP�'//V CLEANOUT T IL ACTIVITY NAME DATE SCALE AS SHOWN DRAWING NO. DESIGNED BY: J MD 10/89 DRAWN BY HM L 10/89 CHECKED BY J M D 1O /89 DATE OCT. 9 1989 of 4 TO FOR APPROVED BY J C B 10/89 I 10-6-5 ADD FLOV3 DETECTa2 CNE Y, VALNJEE 3 two PROJECT- CONTROL REGISTRATION NO: 34791 N0 DATE REVISION APPROVED JOB NO. S2900.00 M ., lie 11ir. U.. OJ ICJ \I A-D�OV-416- C .A- 6. C 0 _A!1R_ 0 R A 0 1I1� 1IL � A 1 �' � JIC7I1 11ir. U.. OJ ICJ \I A-D�OV-416- C .A- 6. C 0 _A!1R_ 0 R A 0 1I1� 1IL � A 1 �' � JIC7I1 DRAWING INDEX Dwg. A-1 Building Floor Plan Dwg. P-1 Office Area/First Floor Plumbing Plan Dwg. A-2 Exterior Elevations Dwg. P-2 Office Area/Second Floor Plumbing Plan Dwg. A-3 Office Area/First Floor Plan Dwg. P-3 Return/Fill & Warehouse Plumbing Plan Dwg. A-4 Office Area/First Floor Reflected Ceiling Plan Dwg. P-4 Riser Diagrams Dwg. A-5 Office Area/Second Floor Plan Dwg. P-5 Plumbing Details Dwg. A-6 Section at Office Dwg. E-1 Electrical Site Plan Dwg. A-7 Return/Fill Area/Floor Plan Dwg. E-2 Return/Fill & Warehouse Lighting Plan Dwg. A-8 Warehouse Area Floor Plan Dwg. E-3 Office Area/First Floor Power Plan Y. Dwg. A-9 Room Finish Schedule/Door Schedule Dwg. E-4 Office Area/First Floor Lighting Plan Dwg. A-10 Interior Elevations Dwg. E-5 Office Area/First Floor Communication Plan Dwg. A-11 Building Sign Location Plan Dwg. E-6 Office Area/Second Floor Lighting, Power & Communication Plan Dwg. A-12 Tank Farm Sign Location Plan Dwg. E-7 Return/Fill & Warehouse Power Plan Dwg. A-13 Sign Details Dwg. E-8 Return/Fill & Warehouse Communication Plan Dwg. A-14 Sign Details Dwg. E-9 Electrical riser diagrams Dwg. S-1 Foundation Plan Dwg. E-10 Alarm Pager Riser Diagrams Dwg. S-2 Foundation Plan Dwg. E-11 Panel Schedules Dwg. S-3 Details Dwg. E-12 Lighting & Equipment Schedules Dwg. S-4 Details Dwg. E-13 Drum Washer Panel & Wiring Diagram Dwg. S-5 Details Dwg. E-14 Panel Internal Component Layout Dwg. M-1 Office Area/First Floor HVAC Plan Dwg. E-15 Solvent Pumps & Drum Washer Wiring Diagram Dwg. M-2 Office Area/Second Floor Plan Dwg. E-16 Vertical Tank Grounding Details Dw M-3 Return/Fill and Warehouse/HVAC Plan Dwg. E-17 Housing for Remote HLA Electronics �.. g• Dwg. M-4 Heating & Cooling Equipment Schedule & Details CODE AND ZONING ANALYSIS APPLICABLE REGULATIONS, BUILDING CODE, 1988 EDITION, ANSI A117.1-1986 (GROUP E-2 EXEMPTED) NATIONAL ELECTRIC CODE, 1990 EDITION USE GROUP OFFICES USE GROUP , STORAGE & HANDLING OF CLASS I, II, III FLAMMABLE LIQUIDS CONSTRUCTION TYPE I V 'PROTECTED, CONSTRUCTION TYPE Iv,. HEIGHT LIMITS -` —a! AGTU/,L-. HEIGHT LIMITS c, lr 74 .GT!.�4.�i _ OCCUPANT LOAD 1_, OCCUPANT LOAD 100 S.F./PERSON FLOOR AREA /_""C• FLOOR AREA DESIGN LIVE LOADS 4'�'D '! li 1l t! /�C"rl• -- DESIGN LIVE LOADS ROOF 120 PSF ROOF 20 PSF WIND 1 0 MPH, PSF WIND 100 MPH, 77, PSF FLOOR 225 PSF RETURN/FILL & WAREHOUSE FLOORS, FLOOR 50 PSF OFFICE (TYPICAL) 225 PSF MIDDOCK PLATFORM, 80 PSF OFFICE (LIGHT STORAGE) 6,000#/12,000#, FORKLIFT WHEEL/AXLE LOAD 2 WAREHOUSE FLOOR AND MIDDOCK PLATFORM, ,5,200#/21,000# TRUCK DUAL WHEEL/AXLE LOAD e RETURN/FILL REQUIREMENTS OF THE CITY OF SANFORD ENGINEERING DEPARTMENT FOR ALL SITES (EXCEPT SINGLE-FAMILY AND DUPLEX RESIDENTIAL SITES) The City of Sanford requires that all parking lots, driving aisles, driveways, and private streets shall be maintained atall timesto Cityand State/MUTCD standards. CONTACT THE ENGINEERING DEPARTMENT AT (407) 330-5673 FOR APPLICABLE PERMITS, AND TO SCHEDULE SITE INSPECTIONS. THE CITY LAND DEVELOPMENT REGULATIONS (LDR), AND FLORIDA STATE LAW REQUIRE TRAFFIC CONTROL DEVICES, including those signsand pavement markings on private property where the public isinvited, TO MEET STATE STANDARDS adopted by the Florida Department of Transportation. Florida Statutes, Section 316.0747 states: "It is unlawful for any (governmental or) non -governmental entity to use any traffic control device at any place where the general public is invited, unless such device conforms to the uniform system of traffic control devices adopted by the Department of Transportation pursuant to this Chapter." The Manual on Uniform Traffic Devices (MUTCD), as adopted by the State requires: 1. All handicapped parking spaces shall have one symbol (F.D.O.T. Approved) sign plus one blue pavement symbol per space and 4" wide Blue parking space perimeter striping lines in addition to the regular 4" wide WHITE parking space stripping. Curbing adjacent to handicapped spaces shall be painted BLUE.(REFER TO F.D.C.A.'s ACCESSIBILITY REQUIREMENTS MANUAL) 2. ALL OTHER parking space striping lines shall be 4" wide WHITE (Sec. 313-16). NOTE: (YELLOW SHALL NOT BE USED) 3. Directional arrows on the pavement shall be WHITE (See. 313-17). 4. Pedestrian crosswalks shall be WHITE (Sec. 313-15). 5. Stop bars shall be WHITE (Sec. 313-14). 6. All driveways exiting onto any public or private street shall be controlled by a High Intensity Grade 30" STOP SIGN. 24" STOP SIGNS shall be used internally. The clearance from the finished ground elevation to the bottom of all signs shall be at least 7 feet (Sec. 2A-23). 7. Lane lines between traffic lanes of travel in the same direction shall be WHITE (Sec. 313-2). 8. Centerlines between traffic lanes of travel in opposing directions shalt be YELLOW (Sec. 313-1). ALL WORK WITHIN THE CITY' RIGHTS -OF -WAY AND EASEMENTS REQUIRE A RIGHT-OF-WAY UTILIZATION PERMIT AND INSPECTION. DRIVEWAY PERMITS SHALL BE ISSUED BY THE ENGINEERING DEPARTMENT AND INSPECTED BY THE PUBLIC WORKS DEPARTMENT. V 7 a SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SANFORDJ RID 32771 CHOICE, INC. 1 Drawn Chock Date' Scale Job No. = _ �-- rl 19 .f 11--10 1/2" BUILDING FLOOR 07-A`,\! SCALE: 1/8" = 1'-0" y FFI 7HIS' DRAWINIG CC.p�'r.A'N`l P'ROPRIETARY -rf,) SAFE-11'Y-K: E'E^l -1 Y �)C'PRODUC li A% ON, n I S C),, 'j,? 7 OR USE OF THIS Kh'�Nr; PROHIE31TED EXCEP SAFET Y - K E -EN 0 P A SAF VAY AGREE 11 N MR! 7 A, S T D F A CIE U F A C T '-'A;- A 's'-' N: y 1,2 t -1, 1 111 A L. MMIM <11 e4 u 'Z A CL IN •t ii ' i I yo v I1 - z e ; oo t 'o- OFFICE AREA/FIRST FLOOR PLAN RETURN/FILL AREA 7 00 \ N i.1 /2" N 4'-8" 11'-4" 4'-8" 3'-8 1/2" i.�. �--g" 40'-0" SCALE: 1 /4" = 1'- 0 DEVELOPERS CHOICE. INC 1988 W"l a CY O L� d r tL tl_ z AY 49�.'19 J'g r T 7 WOME� MUDI ROO it l STAIRWAY S H 0 W:-'R UU6 I J A] 0 CU SET MEN S 0 0 ff R om- 0 0­1 M E'-" S 0 I;I I j °ji SHOWERS LZ_l 0 WOM7 Is RESTRP J 116 CPNFERENCE RuQm 0 0 L CORRID'R 0 0 0 11(z I'knvcc) 0 nkA SfAIRWA ME- 0 0 0 JITCH ENETTE liv 0 I LOS _T F 1-111 0 0 I _15 f o CLSET- 0 0 0 o YEF OFF1 CE I LT. _1 �3 CLERICA AR A SAI-E"Sr-'cP'S lul 11 V 0 0 0 0 Tli 0 -M-MICH �AWGER 1 0 0 0 0 0 0 0 0 k 1:2 0 i FOYIER OFFICE AREA/FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" lt-O)# ps HiSTR-9 ILX LZ__ ti EVELOPERS CHOICE, INC. 1988 g 1111 NMI 1 1 1 mo-m-a ml- m -j -A 4 • a L� a OFFICE AREA/SECOND FLOOR PLAN SCALE: 1 /4" = V-0" GENERAL NOTES THIS DRAY+INC CONTAINS INFORMATION PROPRIETARY TO SAFETY-KLEEN CORPORA'10N. ANY REPRODUCTION, DISCLOSURE 1 OR USE OF rHiS ORM,,"C !S EXPRESS+_Y PROHIBITED �<CFPT DY � SAFETY-KL EEN OR AS SAFETY-KI-FEN MAY AGREE IN 'WRITING. f 1. DIMENSIONING ON ALL PLANS IS TO FACE OF STUD, ACTUAL 'WIDTH, FACE Or MASONRY, NOMINA_ WIDTH, OR FACE OF ROUGH OPENING, �L•, "WALL FRAMING ONLY - AS REQUIRED TO INSTALL VINDOVS. 3. 'MALLS TO BE 3 1/2' STEEL STUD. L_' 1 SLOPE CONCRETE FLOOR, 2 1/8' PER. FOOT, TO FUTURE FLOOR DRAIN. A5. ONE HOUR FIRE RATED 'WALL CONTINUOUS TO STRUCTURE. G. WALLS SHOWN ARE FULL HT. (TO CEILING), 0 ICE, INC. 1988 L V U-1 LL I <4 b Y d [L. PIE R L .t o v::!k �K� S 4. J-N 9 8 .g� tiF e� �: r5? � Ps{ �^I„ , ,F.?�"y.�, �, x9 f�y r; T.w�.F�'��.�� .'.lxd�,• r Y%z l �.'i{y=%t`1�*, �i x s 1£ t ♦,i rt G 0 i k4 S � s� k'• rr a 3 a� r } w � � t�fx. f k�?'�' S � 1 '! < ,tea ' . 4 •1' a sa; i p� �S .P a 4 x� z K Ir Fla �.a �`-X .•Lim y i RETURN/FILL AREA WAREHOUSE AREA FLOOR PLAN SCALE: 1/4" ZN ORAL INIOTES THIS DRAWING CQNTA!NS INFORMATION PROPRfETARY TO SAFETY—KL EEN CORPORA 11CN. ANY REPRODUCTION, D;SCL OSURE OR USE'OF THIS DRAWING IS EXPRESSLY PROHIBITED EXC:FP—F BY SAFETY—KLEEN OR AS SAFETY—KLEcN MAY AGREE IN WRITING. 1. DIMENSIONING ON ALL PUNS IS TO FACE OF STUD, ACTUAL WIDTH, FACE OF MASONRY, NOMINAL WIDTH, OR FACE OF ROUGH OPENING. yy fis h I '3rs' Z t § r + .EF I i • fi�?7 'ate 1 x� F k �a y�7' %Tm « 4 -- 4 � r� 4Y i wjj 3t if it >: a e 1 _ All' 49 579 i . . a { � x�h�•?�;� a .�?ci. � �r b3-.rs.r,..- '�u $. #a: '`u..t K, yr� ,.iv,y�k 3 ,V � . !N �t F.t?f k'r. •f J. ��p i �,{d W:�ri'q' �J` ..�J, h� h A� :1 . r.., n K. R0,0M r ':"H SC' D U L F DOOR SCHEDULE RDDM OPENING DOOR THICK- HARDWARE REMARKS ROOM NAME FLOOR BASE ,'�,� S , • �EILr?�GS , DOOR u❑. ❑F ND, ��A rERI�'1 iV `S 1 `�""Ryy FrNSN HT. REMARrCS MARK DDDR `'PE HEIGHT NESS HINGES I ( BRONZE ALUMINUM 6 -0 KEYED LOCKSET FULL VIEW WITH 2 SIDELITES FOYER VINYL 4' VINYL I DRYWALL Sr "?I-GL❑SS ;ACC❑!'ST"'A'� - 8 -0 ( A 00 T r•1 I 7'-0" 1 3/4" 3 EGRESS FROM INTERIOR W/O KEY SELF -CLOSURE E3.5# FORCE MAX. TILE I PAIN ; -ti C ; KEYED LOCKSET W/ BUZZER SELF -CLOSURE 5.0 FORCE MAX. t r�er rl r _ HOLLOW METAL FRAME W/ 3 -0 # ' CLERICAL AREA 11.1Irl,.,-- 1 4 VINYL � DRYWALL/ SFYI—_�LL'SS .A�C_`JSTICAL1 8 -0 WAINSCOT WOOD PANELING � SOLID CORE WOOD DOOR 7'--0" 1 3/4" 3 & ELECTRONIC RELEASE FROM CLERICAL "r I', I P A N EL ING PAINT TILE i I SEE DETAIL #3, DWG. #7013 EGRESS FROM INTERIOR W/O KEY I I HOLLOW METAL FRAME W/ 3'-0" ,. BRANCH MANAGER'S /i r r11 4' VINYL DRYWALL/ SEMI-GL^SS A=,"JSTICAL - j WAINSCOT WOOD PANELING a �02 -,» , ,-'t � 1�1 1 .- -r •, �; �- ; I �- T SOLID CORE WOOD DOOR 7'-0" 1 3/4 3 KEYED LOCKSET KEYED INDIVIDUALLY OFFICE ! _. PAti�_IN: l PAINT SE_ DETAIL 43, DWG. #7013 ?^ ' HOLLOW METAL FRAME W/ 3'-0" KEYED LOCKSET W/ BUZZER I HOUR FIRE -RATED UI �Y'-� �" VINYL DRYWA'_" / S "'� G' �` S AC ✓^ 'ST'CA! 1 - 1 8'-0' WAINSCOT WOOD PANELING D & ELECTRONIC RELEASE FROM CLERICALSELF-CLOSURE a 03 T - Y SOLID CORE WOOD DOOR 7'-0" 1 3/4' 3 �' S.O�� FORCE MAX. f OFFICE , ( ( TI L i PAN' ^.0 SEE DETAIL 43, DWG. #7013 EGRESS FROM INTERIOR W/O KEY i HOLLOW METAL FRAME W/ 3'-0" I 1 < STAIRWAY VINYL 4' VINYL "RY�.✓A'_L °'�'fI-GLEN- '�'rP. DD. rr,,tl-GLASS ! VARIESI E I r SOLID CORE WOOD DOOR 7 -0 1 3/4 3 PASSAGE SET SELF-COSURE TI IVINYLi "" r�7, K'-T - 8'-0' ! WAINSCOT WOOD PANEL ING O FLUSH HOLLOW CORE 2'-g" SLIDING'DOOR WITH CONFERENCE /I H'; - . , 4 DR fW AL./ _ ._ __� .� A...� �., 1CAti I WOOD PAIR DOORS /'-0"ea. 1 3/8" - RECESSED, PULL KNOBS 4'-6' OPENING 105 -, �,� ,, ! - SEE DETAIL #3 DWG. #"/013 R❑❑M 'Is.-�' I PAN;7_ A- +' - , _' i -- �--- •-- ' HOLLOW METAL FRAME W/ 3'-0" b!❑MEN`S GEri`11Pt!G ' 4' VINYL ��/ATrPP�? ^F ~�^XY r1CC"!STICALj - 8'-0' 2 COATS EPDXY PAINT O SOLID CORE 't'/OOD DOOR 7'-0" 1 3/4" 3 KEYED LOCKSET SELF -CLOSURE i 106 RESTR❑OM �IL ''?Y�ry A-=— ,,: e r' EGGSHELL COLOR — I HOLLOW METAL FRAME W/ 3'-O" ` WOMEN`S I CERAMIC CERA'�. C WATERP -�^Yv ti AT - `B CC`- F �Eu f 8'-0' 2 COATS EPDXY PAINT Q 1 s rr+ �v' ~GGSrELL COLOR SOLID CORE WOOD DOOR 7 -O 1 3/4' 3 KEYED LOCKSET � KEYE_D iND'AIDJALLY '_07 I SHOWER ( TI_E a� � .Y �i/1_'_ ��"," � �i`_ /\_ . ; j ! J HOLLOW METAL 3'-0" I�t ►�' �/�T t� MUD R❑DM GAR'✓.: -A C: 4' VrtiYl_ DRYWAL' ` �,'I-'t ^ :�' r',�C S'ICAL - 8'-0' ! � ,. -- FRAME & DOOR 7 -0 1 3/4 3 PASSAGE SET SELF -CLOSURE 108 r 1,_ e ( 1 .. �,-_ nSr ; . �rn r 1 T( ? HOLLOW METAL 3'-0" KEYED LOCKSET 1 4 I 109 CORRIDOR VINYL TILE i 4 VINYL ?YWA_'_ _ G am_ ,_ A_ — 8 —0 O FRAME & DOOR 7'-0" 1 3/4" 3 EGRESS FROM INTERIOR W/O KEY SELF —CLOSURE 0 8.5J� FORCE MAX. t � KITCHENETTE VINYL TILE' 4' VINYL DR'fWAL ! SEMT-GLOSS ACCC'JSTICAL - 8,-0, I K ROLL -UP SEE { 1 0 J .NT. rT:_1- ; a FIRE DOOR DV/GS. j i I� i=1 Rrir� - HOLLOW METAL FRAME W/ 3'-0" 1 HOUR FIRE RATED CLOSET VINYL TILE 4` VINYL DRYWALL L SEMI—J CSS ACCOUSTICAL 8'-0' PR❑VIDE R❑D WITH MIDDLE O " i 1 PAItiT I SUPPORT ?, 18' WIDE PAINTED SHELF SOLID CORE 'HOOD DOOR ? -0" 1 3/4 3 PASSAGE SET SELF-10SURE 5.Q/ FORCE .MAX. HOLLOW METAL 3'-0" DIGITAL COMBINATION LOCKSET' 1 HOUR FIRE RATED i CLOSET VINYL TILE 4' VINYL DRYWALL , SE 'v'i-GLOSS ArC7,�STICAI - 8'-0' I PROVIDE R❑D WITH MIDDLE }'t FRAME &DOOR 7'-0" 1 3 4" 3 EGRESS FROM INTERIOR �'J/0 KEY SELF-CLOSURs 0 8.5# FORCE MAX. i 11? PAINT !'_E i SUPP❑R( 2 18' WIDE PAINTED SHELF O / A-i { '}}�{y El JANITOR'S VINYL TILE 4' VINYL DRYWALL SEMI-G'_ES' ACCO!JSTICAI � j {��'/_ � bV r t•r .rll ,_ R�— UP VYY�'Ji ✓ , �� I I— -I L/131 IEi'`IL ( CL❑SET ! Ate'\ ; E I l MEN'S G'✓r?fj!v1 I 4' VINYL iWATERPR❑CF; EPDXY ACCEUSTICAL" - j 8'-0' i 2 COATS EPDXY PAINT DOOR NOTES: ! 114 RESTROOM -.~ I DRYWALL 1 PAIN'T TILE I I EGGSHELL COLOR -- 1. PROVIDE WALL MOUNTED RUBBER -BULB DOOR STOPS ALIGNED W/ DOOR KNOB; ONE FOR EACH DOOR EXCEPT MARK- J,K,M. I` MEWS LOCKER 1 <% 4' VINYL IWATERPFZLIEF! EPDXY ACCCUSTICAL - 8'-0' 2 COATS EPDXY PAINT 115 ROOM T" I -� DRYWALL PAINT TI°_E EGGSHELL COLOR 2. PROVIDE ALL LOCKSETS BY ONE MANUFACTURER. 3. PROVIDE ALUMINUM KICKPLATES ON WOOD PASSAGE DOORS ANb HOLLOW METAL OFFICE DOORS INSTALLED ON 7HE PUSH T �F EPt1XY WATERPRC❑F EP❑XY I 8'-0' ( 2 COATS EPDXY PAINT ' 11 MEN S CERAMIC I CERAMIC jWA , ERPR❑Lr PAINT i EGGSHELL COLOR SIDE OF DOOR. SIZE TO BE 12"H x .05" THICK; MILL FINISH. SHOWER TILE I TILE DRYWALL ; PAINT DRYWALL 4 ) 7 STAIRWAY VINYL TILE 4` VINYL DRYWALL SEMI -GLOSS GYP. BD, SEMI -GLOSS ( VARIES! PAINT I PAINT 1 FOYER VINYL TILE 4' _ VINYL DRYWALL S=MI-GLCSS ACCOUSTICAL; ..�.� I PAINT TILE 1 11 SALES REFS VINYL 4' VINYL ! DRYWALL/ : SEMI-GL❑SS ,ACC❑USTICAL - I 8'-0' WAINSCOT WOOD PANELING ❑FFICE TILE PANE LI�dG ! PAINT MILE ! j SEE DETAIL 43, DWG. #7013 --- 1 CONCRETE - I CMU - DRYWALL - 10'-3'± 200 i ! 1 I i +MECHANICAL/ VINYL j 4' VINYL ! DRYWALL SE'I-GLOSS DRYWAL! ;SEMI-GL❑SS; 10'-3'± I 201 UTILITY TILE PAINT PAINT I i ❑FFICE/ CONCRETE DRYW'_ SEMI -GLOSS DRYWALL SEMI-GL ❑SS i 10'-3`± AL 202 STORAGE PAIN' PAINT , ROOM FINISH NOTES: s VINYL TILE: 12"x12"xt/8" SQUARE COMMERCIAL GRADE TILE, CC_^2 AND QA77-RN SE_ ' r-ON BY S-K. A_'_OW $1.00/SQ. FT. INSTALLED, IN BID. I b, t VINYL BASE: 4" HIGH, COLOR SELECTION BY S-K. MITER INcIDE AND OUTS'DE r`?°'FRS. US'E COVE: BASE FOR VINYL FLOOR AREA, STRAIGHT BASE I FOR CARPETED AREAS. PAINTING: SEE SPECIFICATIONS. ' 'z t` v5,• • fig. • R' , v i (9 DEVELOPERS CHOICE, INC. 1988 M. . "ur'.t e._...:,,..c -. ,..:. -_$.r:: :�% ..us �ruc,'s..a±'5,....i3isl,".s,`43€, _.;'-...,3.. ._v.._.:� .,;ci>�..''...:.�;*tr� 'a'_:... .sSz"`.ii.3.i ,i ✓;:: y ElW: , , i I Per 11 AP 49579 I LLI v Ll rN i is :. _ Ml 49579 J SIGN SCHEDULE MARK DESCRIPTION I DE'AI'_; NUMBER; ZED LL'CA7!ON ( REMARKS NO, i Ri_O'_' I 10 NO SMOKING A 13 10' A.F.F. DENUrES 10' 1 I A33YE /DOCK 2� 3 7 6' ABOVE I• COORDINATE LOCATIONS W/ ;FIRE, I EX'iNGVlHER' ! I IEXrING''j SrlER '� FIRE: PROTECTION CONTR. 0 'FIRE C 2 6' ABOVE 'COORDINATE LOCATIONS W/ EXT!NGUISNER' ! ! EXr!NGUISHER FIRE PROTECTION CONTRI. J/'' tt 1105' SOLVENT' I ? 3 V MOUNT TO SOLVENT �Q I j THE ANGLE UPRIGHT 0 USED SOLVENT D 1 j 3' ABOVE PUMP JOG SWITCH ! JG'G SVITCH 11 O LIGHT L VENTILATIONi D 4 3' ABOVE FAN' ISWIr"''H 9O NPFA DESCRIPTION 1 ( 2/ TANK ; 11' A.F.F. t S.K.0 2452 3 1�0 'WASTE OIL' U 2/ WASTE 13' A.F.F. L#IL TAN:C i ! ; 2 f '105 SOLVENT' W 2/ 105' j 13' A.F.F. I I SOLVENT TANK; , !�3 I 'WASTE SOLVENT' !, r SOLVENTTTANK' 13' A.F.F. 155' BUILDING SIC, LOCATION PLAN Q4 'COMBUSTIBLE Y 2/ TANK 15' A.F.F. LIQUID' Q 'HAZARDOUS Z 2/ WASTE 13' A.F.F. S.K.4 1257 WASTE' SOLVENT TANK Q TANK CAPACITY K 1/ TANK 17' A.F.F. PIPELINE L VARIES 6' ABOVE SEE TANK ACCESS IDENTIFICA"TION SEE DWG, 9005 CONTAINER CONTAINER PENETRATION Q OPEN DOOR M 2 5 1/2' A.F.F. SLOWLY �9 FIRE DOOR N 4 6 1/2' A.F.F. NO ADMITTANCE P 6 5 1/2' A.F.F. �2 FLAMMABLE R 2 6' A.F.F. �3 EYE 'GASH S 6' A.F.F. �4 DOOR T SEE DWG, 9002 5 1/2' A.F.F. A - BRANCH MANAGER B - CONFERENCE C - WOMEN D - MEN E - STAIRWAY EMERGENCY SHUT-OFF D 1 3' ABOVE WASTE SOLVENT DISCONNECT J[�6 EMERGENCY SHUT-OFF D 1 3' ABOVE LOCATED AT 105' SOLVENT PUMP DISCONNECT TANKFARM SCALE: 1 /8" = 11— GENERAL NOT'-S- I THIS DRAYANC CONTAINS INFORMATION PROPRIETARY TO SAFETY—KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY SAFETY—KLEEN OR AS SAFETY—KL EEN MAY AGREE IN WRITING. 1. PARTS S—K PART #'S ARE SUPPLIED BY SAFETY KLEEN AND INSTALLED BY CONTRACTOR. -MAKE MOUNTING BRACKET AS REQUIRED. MOUNT SIGN TO BE VISABi_E FROM DOCK, 2 0 D — WASTE SOLVENT 82> — WASTE OIL ! 2 iI o n —'1Os• SOLVENT D o — WASTE ETHYLENE GLYCOL CONTRACTOR TO VERIFY ALL DUANTITIES REQUIRED, 0 ;3r3 i i� �yy�7 y� 1' g yy.i4 ti yy S�h t y > Yi t �Th; 7 { j1a� t fi x ( x�Y ti a x a N' P �v�� f £1+' -� At J i a X 4 f Fj! 7 >, # a" h� R Iy a r i .If t • yAll' 4957� i .09 70 12 ' 9 I i 2nlnnn`)JAI ON F117uP, . � I � FUTURE �FC- TOM TANK I 101 i / I � r P , i I 103 f 14i' / WASTE 105 o S0'_V-_'NT _ I I () f — _' F=UTu; .M I I ( FUTURE 20,000 CALLON ' I F(?D 90T-r 0l,! TANK ( —WASTE 105' ---''l:r SO_VEzi� TANK FARM SIGN t OCAT ON PLAN 09 I( ' 1115 11061 SCALE: 1 /4 1 "--0 GEN�_RAL OTC THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO SAFETY—KLEEN CORPORA PON. ANY REPRODUCTION, DISCLOSURE OR USE OF THIS DRA'MNC IS EXPRESSLY PROHIBITED EXCEPT BY SAFETY—KLEEN OR AS SAFE�I,f—KLEEN MAY AGREE IN WRITING. , i PIPING LABELS, BY "KWIIK—KOIL", TO BE LOCATED 0 8'--0. 0/C. SEE TANKFARM PIPING PLAN FOR PIPING THAT MAY BE INSULATED. 2. SEE DRAWING A-1 ! FOR SCHEDULE. 9 0 0 W- DD r_ _n �F 0 iL a c v r� fi• � 3 LL. r+ kY _ x �J +r oz s � el 4' AF 99 579• .,. Revisions Dat. By, J « ' FEMERGENCY SHUT-OFF T� ; � ' � 'r�C='vr�''� S;;Il? �r F I 01 D SOLVENT PUMP 1 3 t rt . (2 PLACES) 10" �� 1/8„ R. (TYP.) ° ,rlCj r��!Tr I �>J.. _ -r�. n ,N. 3/16"DIA. (2 PLACES) DETAIL D. ° ° F AN SW1TCHI TYP!CA=CC' CPS F--BLACK BACKC` C!ND f r-- rrr-r �• I,71 T 1650 SOLVENT ° , S!CN MATFRIA'_: .020" TNK. A' !;?1;N1,'M PLA Tr- COATED WITH BLACK ENAMP .. RACK!Nl; TO BE PRESSURE SENS7vi -. LETTERS SHA, ' PE BLOCK TYPE, CUJ.0'+1. ._•`__1Jl.A .-IJ N rO -,_Ai _IYA:�.L_, AN A__ B_ CENT' PED AS S:HO Pr . 24" (TYP.) TYP!CAl_ COLORS r-_ '-ACK PACKGPOUND 1WA. COMBUSTIBLE ! ! I LIQUID v D ETAI �. Y �wrX' . 1 /�rrr R STY°) DETAIL U DETAIL K i WANE i D�.TAIL Z SIGN MATERIAL: MADE OF SATN-FINISH "EUOL DOL!TE" IS 1/16" TO TOUCH', FLEXI?LE, 'EASY TO CLEAN PLAS"^C ` 17H OU;CK—APf`_Y ADHESIVE FOAV BACKING' FOR E FF OR "_ESS INSTALLATION. LETTERS SHA_'_ 3E B_O K TYPE AND ," KCH EXCEP.r -Op oc'-ry, "K" W`HERE SVAI: =R L: Tr= RS SHi LL BE 1" HIGH. I_c-r,--,, ItiC AS SHOWN. 4" TYP. TYPICAL COLORS: ° WASTE OIL ° WHITE BORDER � Q WASTE Oki IN- BLACK LETTERING j� OUT : NI -4- BLACK BACKGROUND tl_--.--------___�1 WASTE I' 100 SOLVENT �SOLVENT °I' OUT i SIGN MATERIAL 2 - LAYER, RIGID PLASTIC MATERIAL RESISTS STAINS AND EASY TO CLEAN. . CUSTOM ENGRAVED IDENI TICATON PLATE THRU SATIN -FINISHED TOP LAYER EXPOSES THE ,CORE CONTRASTING COLOR AND BEVELED EDGE WITH STANDARD QUICK -APPLY ADHESIVE FOAM BACKING AND FURNISHED �T/ITH CENTER HOLES ON BOTH SIDES FOR MOUNTING. DETAIL L I 0 �g t 5 °f yfi �3 1 _i (d•�I r� (.� t9 y� Y CJ Y*yy1 { � z r V 1") 4! tMOMPii 5. Revisions ate By O LLI LY L (A wild c, 34 CENTER LINE o 0 0 FOOTING SCHEDULE MARK DIM REINFORCEMENT REMARKS DEPTH WIDTH LENGTH F--1 1'-6" 7'-'Ow7'-0" 10 - #6 E.w. W PEDASTAL SEE DETAIL-4 F--2 104' 5'-0' 5'-0" 6 — #5 E.W. W PEDASTAL F-3 1'-4" 5'-0" 5-0a 7 — #5 EX w 16 x16 CONCRETE BLOCK PEDASTAL DETAIL F-4 1'-4' 4'-0" 4'-0" 5 — #5 E.W. W 1DETAIL 5 S-36 x16 CONCRETE BLOCK PEDASTAL S F-5 1'-8" 7'-0° 5'-0" 7'-0" 5'-0" 10 — #5 E.W. F-6 1'-4" 7 - #5 E.W. F 7 1' - 0" 3' - 0" 3'-0 4 - 4 5 E.W. PEDASTALx CONC. BL K. S" SEE DETAIL 5/ S— W—F1 V-0" 2'-0" CONT 3—#5 CONT. CND CROSS BAR W--F2 1'-0" 2'-60 CONT. 3—V CONT. AND CROSS AR 30" O.C. W--F3 8' 1'-4' CONT. 2—#4 CONT, W—F4 1'-0" 2'-0" CONT. 3—f CONT. AND CROSS BAR 30" O.C. RECESSED STAIRS, REFER TO ARCH. DRAWINGS FOR DETAILS 155'-0" CONC. PAD AT A GRADE SEE NOTE STAIR LANDING EL=-2'4 " " 2'#4 BARS 0 8" O.C. 25 -4 25. 6 29 -2 #5 BARS 0 40" OC 23'-4" T/W 1-4r r -''-1 VERTICAL REIN 8 26' T/W 3-4. 4" 2►_ • 8-3 1 1 � F31® ...j WALL C.J. o.l 7 � " I I �'-4" 2 —lox 1, 12'-6' 11 I I 24' HIGH WALL I I / i I 1 4 A J I ! EXP. J / \ � a i 11� �1 I I I � \ WALL C.J. I L .� � 1 -1 WF 1 I ( 1 T SLAB @ PERIMETER 2 - - - iE4-- - �-I -C _ _ __ - _ ---�- _ -- r EL. --2 -6" �} L_ J TYP. I .188 24'-8" 7,5'-0" I U. #5 48" OC 91-4" I VE TICAL REINFORCEMENT I I e (vJ CD 22'— 11" I I OOK PIN #5-10' LONG i I 24'-10" HIGH WALL I I 2' I I 15 BARS 40" OC I i r", 1 0 OF BLDG, 1L REINFORCEMENT I I I g F2 I❑ I ❑ I T-1 I 10 00 R i 1 r _ C.J. I! 00 4 -- I —�}--- - - - ---�- _2,-9" I \T g-3 ! ! DNCRETE PAD 'cv I I \ 12" REGULAR B OCK I 10F_7 12* 2" 1° � 2 I ( I ltl ❑ uI I T GRADE I I ' WALL INTERIORS TYP) ! :E NOTE ►=/ 7 I I T/ S L A B 2 IV EL.= 0 —0 C" 8-4 I I 24_8 (TYP. IN OFFICE AREA) i r I � C.J. I 1 I I V 134'-4" �.�._. _ _ _ _ _ L _� I I F 26'-2" i 24'-2" i 24'-8" #4 BARS 0 8" OC 6 9 - VERTICAL REIN. T41 4 _ 28'-0" 23'-4" T W 1 -0 S_3 / WALL C.J. " 4-1/ ! 16' 1ON EA ! O T SLAB 0 PERIMETER ! o ! I EL= 0 -0 ! ! 4 #5 0 48" C (TYP.) g_3 VERTIC REINFORCEMENT4.D5 _ 8'-8" 45' ! I " 1-1I 8" SPLIT FACE BLOCK I 16 6. I I (TYP) OUTSIDE PERIMETER N 84 I I ! LDI I ( DEPRESSED END ! ( o L" -- 2 --j I ! ` OF TRENCH %C.J. ! I #4 BARS 0 8" OC 2'x12' TRENC 24-10" T/W I I ` ` � F41 ( VERTICAL REINFORCEMENT I OF BLDG $ r wAu. C.J. - 4* .5 ..� SLOPE 3" I I SLOPE 3" i 1 1 1'_4r ---- C.J. I I -� - ! TO ! CENTER LINE -4 3 ! ! 'r' OF BUILDING is ❑ n1 COLD JOINT & DISCONTINUED REINF. (FUTURE MASONARY ! I " �, OPENING) 4 W x 20 L g-4 N LEDGE (TYP I 1 16 6" ( 1 , �2' D SUMP BOTH SIDES) I ! ! 18 -o (2 PLA S) • 1 I _ _ r ...• C' J' 1 T SLAB WALL C.J. I r ._ _ _ _ _ EL^ "2 _6" r. ._.I ! I TYP. I _ r' o ! I I �_T (TYP.) 1 - - - - N/" I 120'-0" O I � \ (._ � _..j � 1'-4" 1'-4" - I I \ / i I 16' -t o � I I � ' I I 813 9'—ion \ \ - 6'-8" --- 6'-4" -- I \ i I 24' T/W - I 26 T/W I �, F4 r'\`ih 50 ! I 1 124' T W I ( 2'-10" r 3 -4 ' -� �..� WF3 / _ _ " SLOPE 1 ._.. " _...... ._.. _. _ ._ .... _. _. _..._...._ .... ,-� ! 26 T/W 20-0.�� -�-f 20-0 _J L_. 10. . _........., _ _. _... _. �. r OL 27-7 23'-4" T/W 20'-0" 3'-4" WALL C.J. 1'—O" " , WALL C.J. 1' 1' F7 V_4" 3'-4r 4`F 7; ..—. . 9 23'-4" T/W L. _ I 3 —4 —8 g , I 16 T/W t 5' 8--4 2—�4 BARS VERTICAL 4'-$" A 8" O.C. ( 4 VERTICAL REINFORCEMENT �6 I 35 6' VERTICAL REINFORCEMENT #4 BARS 8 OC #5 BARS g 40" OC CONCRETE PAD AT GRADE SEE NOTE FOUNDATION PL A SCALE: 1 /8" = 1'-0" v 11 i a 11 II 16' T/W 64_"� 13' T/w 12'— 9/16N 3 A R 12' ':N of 24 2'x22' TRENCH Drawn by. c. w. Checked by. A.T.H. DATE 02-II.-92 SCALE AS SHOWN ,1oB NO: 92-006 SHEET NO: S-1 of S-6 SHEETS i 2-# 4 VER-I-ICAL BADS #4 BARS @ .87 OC 13 VERTICAL REINFORCEMENT �- 3 -4 5 BARS @ 4 0 0 C @EACH CELL f f FOI�IDATION5 7. THE TYPICAL. BOND � OVER OPENINGS IN THE WALL SHALL L� 2 - 0 fl 4 -" g ) %i 1 `✓ 1. TNT SUBSi1RFACE INFORMATION AND FOUNDATION DESIGN ARE HAVE (2) 04 BARS FOR 8' WALLS AND (2) #5 BARS FOR 12' VERTICALREIN. i 20'- 0 20-0 BASED ON A REPORT PREPARED BY JA11MAL & ASSOCIATES, INC. WALLS'. EXCEPT AS SHOWN OVER OVERHEAD D0�25. REPORT NLMR 89-02489. SOIL TO HAVE A 3,000 PSF BEARING. CAPACITY. THE CONTRACTOR SHALL 8. LAP ALL BOND BEAMS WHERE STEPPED. PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND i » PREPARATION OF THE SUBGRADE IN ACCORDANCE WITH THE 9. THERE SHALL BE A MINIMUM OF (1) VERTICAL STEEL BAR 4 ,,.,.�. Ips �» RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REINFORCEMENT ADJACENT TO EACH OPENING, AND SUCH BAR REPORT. SHALL EXTEND FROM FOUNDATION TO TOP BOND BEAM. Z I x 8 2. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, 10. AT CORNERS AND WALL INTERSECTIONS, GROUT THE ADJACENT I I /®•• •�® \7J I WHICH DIFFER FROM -THOSE DESCRIBED IN THE GEOTECHNICAL CORES WITH A VERTICAL BAR AND LAP THE BOND BEAM STEEL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OR PROVIDE CORNER BARS OF EQUAL SIZE. f AND THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING. I I / \r2 I I I1. ALL DOWELS FORM THE FOUNDATION SHALL MATCH SIZE AND 2 4HIGH WALL LOCATION OF VERTICAL REINFORCING IN MASONRY, UNLESS I � ^ caVCRETE EXP. V / � \ ��- � � 1 I I NOTED DIFFERENTLY. EXTEND DOWEL A MINIMUM � 30 BAR 'I 1. ALL aWRETE WORK SHALL BE PERFORMED IN ACCORDANCE DIAMETERS INTO THE FOUNDATION. f " WITH.ACI-301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE t FOR BUILDINGS' LATEST EDITION. 12. VERTICAL EXPANSION JOINTS SHALL BE PROVIDED IN THE I ( WALLS AS SHOWN ON THE FOUNDATION PLAN. Q 2. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH ._ I T/SLAB @ PERIMETER I I OF 3000 PSI IN 28 DAYS. �� o 3. REINFORCING STEEL SHALL CONFORM TO ASTM-A615, GRADE LL EL' --2'- 5 @ 48" C I 1. PRE-ENGINEERED METAL BUILDING COMPONENTS SHALL BE Q DESIGNED FOR ALL LOADS PRESCRIBED BY THE SOUTH TYP.) VERTI C REINFORCEMENT 4. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING FLORIDA BUILDING CODE, LATEST EFFECTIVE EDITION. I I STEEL SHALL BE IN ACCORDANCE WITH ACI-315, 'MANUAL OF SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA � 00 5TAMi�iD PRACTICE FOR DETAILING REINFORCED CONCRETE REGISTERED ENGIMNEER SHALL BE StBMIITTED TO Q#5 @ 48" � I I STRUCTURES'. ENGINEER'OF RECORD FOR APPROVAL PRIOR TO � IFABRICATION OR ERECTION. <c VERTICAL REINFORCEMENT � 5. REINFORCING BAR IN FOUNDATIONS SHALL BE CONTINUOUS IL AROUND CORNERS. REINFORCEMENT DESIGNATED AS 2. IT SHALL BE THE 'ESPONSIBILITY OF THE CONTRACTOR TO I I w I I CONTINUOUS SHALL LAP 36 BAR DIAMETERS (MIN. 24' EACH VERIFY ALL ANCNKpt BST AND FOOTING LOCATIONS WITH - 4SIDE). METAL BUILDING K:'VYACTURER'S SHOP DRAWINGS PRIOR TO 0 BEGINNING 1.ONSTR`VCTION. I I I 6. MINIMUM CLEAR CONCRETE PROTECTION FOR REINFORCEMENT C SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE • 3. DESIGN LOADS; 0. 1. 2)(TYP)I > I 2. FO#DT512FACES EXPOSEDE PLACED YTOO WEIATHERDRNST "EARTHIS ROOF LIVE LOA+D i ?0 PSF f ) f f )f f f A. 05 BARS OR SMALLER ...1 1/2 INCHES F/7/7//7//7/ ;zQ=,1, I B. 06 BARS OR LONGER ... 2 INCHES ROOF P';'D I )'D 'TEEL LOAD t 3 PSF ADDITIONAL 0 W I 8 4 8-8 4 7. MINIMUM LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS SECOND :.EVE'. )FF. CF AREA LIVE LOAD = 80 PSF I I UNLESS NOTED. WELDED WIRE FABRIC SHALL BE 7Ek LOAD - 50 PSF LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH STAIR, = l0 PSa .. f PLUS 2' AT THE ENDS. MAKE ALL BARS CONTINIl�U5 AROldO f ff �, 2 (TYP} � ( ( CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE ANiD FIND ,.�iS 0' Mf, 'S UTHt 4' BUILDING CODE, SPACING .L(TEST L iITIOt,)24-10 HIGH WALL . S_ 8. OFFICE AREA - 4-1--o 11' CONCRETE SLAB W/6X6 - W1.4 X W1'.4 0 LL CPS ' � � �� � �� ' I W.W.F. ON 6 MIL. VAPOR BARRIER ON 6' COMPACTED F 2?jI I .__. j- 0�..o0...J�! I GRANULAR FILL .U. ' 10, ' �� J CD 9. RETURN/FILL AREA - b' CONCRETE SLAB (SLOPED AS SHOWN) 1 f 1 11 I I W/4X4 - W4 X W4 W.W.F. ON 6 MIL. VAPOR BARRIER ON 6' 5 23 - 8 �' 9-4 c� COMPACTED GRANULAR FILL . 10. WAREHOUSE AREA - 6' CONCRETE SLAB (SLOPED AS 5}DO{1) 1 N W W/4X4 - W4 X W4 W.W.F. ON 6 MIL. VAPOR BARRIER ON 6' II I COMPACTED GRANULAR FILL. II X 11. EXTERIOR LOADING DOCK - 6' CONCRETE SLAB (SLOPED AS I I ❑ F-1 + -- U O , I SHOWN) W/4X4 - Wd X W4 W.W.F.ON 6' COMPACTED I I I I I I � FILL. . O � � I 12. RAISED STOOP & STAIR5 -TYPICAL FOR ALL, 4 CONC. �L lj Q ; SLAB AND STAIR, 8' G, SE MASONRY FOUNDDETAIL 6, D WALL AND I I cf) ' ') �„„ �-.. 1' - 4' X 8' FOOTING, SEE DfTAII 6, DWG, 5010. j� 1 •. -- 4 (� 13. CONCRETE PAD # GRADE TYPICAL FOR ALL, 4' CONCRETE I I = EL- - - 2'- i' w I \ SLAB W/6X6 - W1.4 X D GRANULAR W.W.F. & 8' X 8' THICK�NIED . E SON b' COMPACTED 6RANNJIAR FILL. r 3 WALL INTERIORS (TYP) n n go SL M! NF21 ®3 O 2 2 I I. f , f f f » f MASONRY 2 1 -8 1 12 -8 % I 1. MASONRY I�i1TS ... ASTM C-90, GRADE N, F' M = 2000 PSI � f m -3 j 2 A. S P ,� 4 W � 2 0 L to 2. MORTAR...ASTM C-270, TYPES � N TB U M P E R P 0(TYP) 3. GROUT STRENGTH ... 3000 PSI n C CES f (2 PL ) LEDGE(TYP I I .� ' EL. - - 0 -1 1 /2 ( 4. REBAR USED ... ASTM A615, GARDE 60 i ,i BOTH S DES) Q ® o I I �°" 5 4 -- 4 5. REIN, W LAP ... 48 BAR DIAMETERS (n Z Co TCONC. PIER(TYP)l b. TYPICAL REINFORCING UNLESS NOTED DIFFERENTLY IS: � h }f I OO A) 8' WALLS IRE INTERMEDIATE CONNECTIONS ARE O rn� O f f� EL -" -1 - 4 I PROVIDED. # 8' O.C. EXCEPT OFFICE WALLS 1 1 - 4 U I I ® - 95 VERTICAL # 40' O.C. OFFICE AREA ONLY, (E))T .�®® 34 /�,., I NEXT TO STAIRS) SEE ABOVE NOTE, AND REFER TC J I SHEET S-1 FOR PLACEMENT OF VERTICAL STEEL. T S L A B - (2) #4 HORIZONTAL # 7' - 4' O.C. - (2) 04 HORIZONTAL # 18' 8' f I - - 2 - 6 B) 12° WALLS - Y ii Drawn b W 1 - 05 VERTICAL # 48' O.C. C.W. TYP .) - (2) #5 HORIZONTAL AS SHOWN. ,. Checked by. A.T•H. w 02-11-92 2- 4 VERTICAL BARS \ / I DATE @ EACH CELL \scALE i I AS SHOWN " SCALE: 1 '4ff = 1 M_0 ,» No: 92-0'06 I I SLOPE 1 F5 SHEET N0: 1 �.. 2� .. -........v..� Auk _. ..:....�.20 =_..�. _..._._. I n Fl 7r, s F7 of S-6 !sj 3 4 -2 8 4'- - 8' �..�..._.. 23'- 4" T W .. • 1" FIRE SAFING STANDING SEAM ROOF 4 - 15 BARS 1" FIRE SAFING 4 - #5 BARS ' METAL PURLIN (TYP) ow 1 30.C.0 W 3 . • 0 16 O.C.' 2 #5 CONT. 7 RAFTER METAL PURLIN TYP 2 # 5 CONT, `� 3/4"ORED HEAD EXP.BOLTS '` 3/4"ORED HEAD EXP.BOLT5 AROUND BUILDING CONT, STEEL ANGLE I� 2'-6"O,C. (TYP) (6"LONG} CONTr STEEL ANGLE ,; . 0 2'-6"O.C. (TYP) (6"LONG) FDUR-O-WALL ANCHOR BY BLDG, MANUF, - '2- #4 CONT,„ BY BLDG. MANUF. " " # 610 (SEE NOTE # 1) i Z x 16 TIE BEAM 12 x 1 fi 11E BEAM DUR-O-WALL ANCHOR # 610 q. 4 HOUR FIRE WALL ` 2- #4 CONT. : ` 3f4 ANCHOR BOLTS , ' ' ' 4-HOUR FIREWALL FILL ALL CELLS _ 8" SPUTFACE BLOCK, FILL 3 1/2" CONC. 3 1 2" CONC, STEEL JOIST BY / (®2 O.C. (10 LONG) w/3,000 P,S.I, CONC, (TYP) ALL CELLS w/3000 P.S.I. CONC. BLDG. MANUF. Q • 4- #5 CONT. w/#3 TIES r- 2-# 4 CONT, �- - � •, �.'' ®i6" O.C. ®: 'r 4 HOUR FIRE WALL AROUND BUILDING ' a FILL ALL CELLS 8"x 12" TIE BEAM " 12 BLOCK WALL 26'-0" FLUTED BLOCK - c� . `• ' . w/3,000 PSI CONC. CONT. ANGLE BY .. #40$"O.C. 0 DUR-O-WALL ANCHOR BLDG. MANUF. '. �- Z D rl 2- #4 CONT. # 610 40" MAX. O.C. a a p CD CD t-- $ # 5 0 40" 0• C. 4" CONC. SLAB 4" CONC. SLAB #5 0 48" O.C. • FILL ALL CELLS w/3,000 PSI CONC. �J ---12" BLOCK WALL •• EXP. JOINT NOTE 1. _ 3' -4" 3�-4" o " ALL EXTERIOR MASONARY WALLS 6 CONC. SLAB TO BE 11ED TO RAFTERS OR C CHANNELS 0 ROOF LEVELS `-`-�;=~�,'• . w/DUR-O-WALL '# 6101 T 0 40" MAX, O.C. .b 24 1 30" N.T.S. N.T.S. D I 4 %AlAl i T1CC TO 9 S-3 2 #5 CON T. co d' 3/4"0 ANCHOR BOLTS (10-LONG) 2- #4 CONT. @ 40" O.C. (* SEE NOTE 1) WALL TIES TO g COLUMN SEE DETAIL 5-3 2-#4 0 8" O.C. WHERE INDICATED ON FOUNDATION PLAN STEEL COLUMN ANCHOR BOLTS CONCRETE OR (SEE BLDG. MANUG. FOR. ASPHALT PAVM'T. SIZE &LENGTH) 6"CONC• SLAB 2 5 6 S-3 N.T.S. S-3 N. T.S. 'OR SLAB _OCK T. 0 hl •' #5 � 48" O.C. t 4"x4"xt/4" w/1/2" 0�6" ; •• • d . Ft -LED CELL 6" CONC. SLAB LONG ANCHOR 9. 24 O.C. 0'-10 11211 WIRE MESH 2,4, 1#4 CONT. _ (20' SECTION ONLY 16"x .16' #4 BARS '. , •: - � 24 O.C. �. EXP. JOINT i R'•1'R "•t �o�...fG=...74J•-t.-.r1-�:.�L.•R 2#5016"O.C. do (20' SECTION ONLY) 6" CONC. SLAB 16" BLOCK WALL (20' SECTION ONLY) J—, "(�) 3 2 30" S-3 N.T.S. a N.T.S. VERTICAL REINF, (TYP) EACH COLUMN r DUR-O-WALL OR EQUAL ANCHOR # 601H (TYP 3' PER COLUMN 0 7'-4" APART, VERTICALLY) S-3 STEEL COLUMN 3/4" RED HEAD EXEP. BOLTS w/BURK EPDXY (10" LONG) 1-4 •xrr-�•X"- —'_X— WIRE MESH ' 1 r N.T.S. N.T.S. 00 �4 BARS 0 24" O.C. GRADE VARIES SITE PLAN T'0 ANCHOR E101- TS 10' LOI 40" O.C. (TYP` 5 CON T. 2-# 4 CONT. 2--# 4 CONT,, EXTEND . F` ON • EACH SIDE OF OPEI'jNG FILL ALL HEADERS w/010",BETE I MODIFY W10x33 BEAM w S' EXTEND 8" MIN. ON EACH i SIDE OF OPENING (TYP. FOR OP'--N'NG) 3'-6" CONCRETE OR ASPHALT PAVEMENT EL.= T'-6" I 1" SLOPE 3" SLOPE 6"GONG. SLAB .••fir'—+ x x: X, `T_:"t ,x. _y " }( •,.�__.w ..�r•x WIRE MESH a N.T.S. 2- #5 CONT. 5-3 16" Q 6L 0 U J W < W J W LL a U mN� re) o 00 � v' o z n m0�. Drown by. CW . Checked by. ATI-1 DATE 02--11--92 SCALE AS -SHOWN JOB NO- 92--006 SHEET N0: 4f S- 6 SHEETS Q� 1 r t x � I3 T/SLAB & GRATING 1/4' ' 2'-0 1/4' OPENING ' T/SLAB AND GRATING � --s 1/8' GAP • 1/8' 2'-0' GRATING 1/84. SEE FDN, PLAN r T/SLAB AND GRATING • •a-Ae GAP GAP 6 CONCRETE SLAB (SLOPED AS SHOWN) W/ 4x4 W4xW4 W.W,FI , 1 v'' : a• ; lw z STEEL GRATING �-1 5/8' 1 5/8'--i OVER 6 MIL VAPOR BARRIER OVER 6 COMPACTED SEE FDN. PLAN 1 3/4' b' CONC. SLAB GRANULAR FILL, S.S. P_ 1/4'xl 3/4' HIGHwo (WELDED TO ANGLE) L . SLOPE SLOPE � l/8' GAP 12'-0 1/4' OPENING 1/8'' GAP !SLOPE N 2'-0' BANDED 12'-0' GRATING SLOPE N 1 5/8' REMOVABLE 1 5/8' _ i • E + NOTEi STEEL GRATING AND S.S, o .d SECTION1 3/4' S-S. (,_, 2'xl 1/2'xl/4' LINER 6 FRAME SUPPLIED y,• �, �• � � � , � � I r 18' 4 '' is ;�•' 1�` . BY SAFETY-KLEEN, . .. a Q • lI3 3/8' 0 x 4' LONG �• 2 Pk, • - -'Q • 1, #4 • DOWEL STUDS a 12' D.C. V a .- 3 s -® e • STEEL GRATING I $ $ V,. ®' '~ 1'-0' MINIMUM CONCRETE WALLS iL �'`, �% @ 1'-0' D.C. +®• 1' a �'' • •• • �,°� N FLOOR OVER 6 MIL. VAPOR BARRIER 1 r �`!' o 18 GA STAINLESS STEEL CONST, JOINT (TYP) 4 OVER 6' COMPACTED GRANULAR FILL, 6' HAUNCH ' ' 0 18 GA, STAINLESS C3 /s(TYPJ b LINER (WELDED TO ANGLE) cn iv STEEL LINER -18 GA. STAINLESS 3' F R A M E DETAIL 6• 6r STEEL LINER #5 BARS V-0' D.C.,$- SCALEI 6' .'-�.� o v • �,, s . • , NOTE, FOR REINF, SEE TYP, TYP, EACH WAY a SIDES CONST, .JOINT AND BOTTOM OF ' ' '�, SECTION 1, THIS DWG, 2'-0' FLAT DEPRESSED (TYP.) TRENCH b ® END OF TRENCH o • 1-01 T/SLAB AND GRATING CD 3'-9' - I '• , .'s . a` SEE FDN. PLAN ' ~ a E• ' C STEEL GRATING SUMP 6' CONCRETE SLAB W/ 6x6 6:) —SECTION 1'-0' 11'-9' 1'_0' a: •� $ W2,9xW2,9 W,W.F, OVER 6 MIL TRENCH C O I V � *� VAPOR BARIER OVER 6' COMPACTED $- SCALE, 3/4' = 1'-0' 13'-9' I GRANULAR FILL, N SLOPE •- !' SLOPE TRENCH SECTION ' . °' ?B GAS �� ° #4 DOWEL 18 , ° , ° S.S. ° " ' c� f+ 1'-0' O.C. 18 SCALE, 3/4' 1'-0' ',•6%LINER - I - 61. HAUNCH (TYPJ 7'-0' (FTG, F-1) 5'-0' (FTG, F-2) #5 BARS 1'-0' O.C. EACH WAY o ' 1 EQUAL 1'-4' EQUAL SIDES AND BOTTOM OF TRENCH, '' ' •',•' _ CONST, JOINT (TYPJ • • 1 " 1 ,.-•.-----•---- -.- --7 -7 -...___-__-_ i 1 -0 2 -0 1 0. 1' -0' MINIh�UM CONCRETE WALLS & I j I " FI, OOR OVER 6 MIL, VAPOR BARRIER =i i FIG, !, PIER 4 _D O' 'ER 6' C AMP ACTED GRANULAR FILL. a FTG, & PIER C% I 1 5' x 5' x 1/4'x3'-3'LG. FIELD CUT b WELD TO BOTTOM OF C8 w I N #3 TIES STEEL TUBE Q FOOTING & W8, I 1 F--2 ONLY SUMP SECTION o i . r. I 8 - #5 1/2'x14'x14' PLATE W/4 - 3/4'Ox 8' LONG HOOKED ANCHORS 1.6 I VERTICAL ¢ 2 -0 S" SCALE: 1/2" I I #3 TIES a 6' D.C. J �• N � � o U I 3/4' GROUT U. I ku ! 0 2'-0' T/POST I I 4' CONC, SLAB APPROX. CENTER aINE OF ci o I 1 o o EL,=-0'-10-1/2' STAINLESS STEEL ANGLES SEE FDN. PLAN SUPPORTS. SEE F']UNDATION T/BEARING PLATE T SUMP a I to / PLAN AND FLUOR PLArl' FIR LLJ —� i N Uhl a ' 0'-2' EL,--O'-1" T/SLAB LOCATION. .I _j >- I ¢ � w o CLEAR EL.= 0'-0' W.W.F. o I o U f-• I > oc U_ w 0'-2' 1'- 0' T/CONC. PIER w> 0 1 CLEARE i 5 EL,=-1'--4' STEEL 2-#4 COIvTIrll lU I 1 GRATING 2' (TYP) I 1 Ln- H $- SLOPE FLOOR PER FDN, PLAN - - - .-------------- ---� w v ° v •� �a _ 4 1 1 c W.W.F. ' 1 3' CL.,� z FOOTING F-2 LINE OF TUBULAR STEEL BUMPER .' •. - POST, FOOTING F-2 ONLY '" 1/8" STAINLESS STEEL LINER • ..s •• I o 4 o I oI ' o• • ' � ' :-. ,. .. MID--I�®CK PIER SECTII�N • �•:•.. :.•�•. . •� 6' 6' •, • • I `_ 1 /2" DIAMETER x 4" LONG SCALES 3/4' = 1`-0' r, • • • ti j -� • 0'-3' C EAR STUD ANCHORS (TYPICAL) $-4 0'-3' CLEF . . I w • oU 5'-0' SO. FOR FOOTING F-2 1'-0' 7'-0' SQ, FOR FOOTING F-1 NOTE: SUMP RIM ASSEMBLY INCLUDING GRATING IS SUPPLIED 6 - #5 . F- 2, EACH WAY 6' COMPACTED GRANULAR FILL BY S=K; COMPLETELY FABRICATED, ASSEMBLED AND _* ' FOR FIG, F-2 READY FOR INSTALLATION, WELDS ARE SHOWN FOR 9 THICKENED SLAB SEC c 10 -#6 HORI2, EACH WAY T, � .— FOR FTG, F-1 INFORMATION PURPOSES ONLY. FORM IN CONCRETE ' "_' 6 MIL, VAPOR BARRIER SUMP AS SHOWN. -4 i S :A6 -' 3/4' 8 - #5 VERTICAL W! STD, 90' NK ROUGHEN SLAB IN PIER AREA 1'-0' S®, � TAN K F'AR N! •SUMP R 1 M DETAIL 5 MID FOOTING SECTION s-4 SCALE: 3• 1' NOTEi , SEE PLAN & ELEVATION DWGS, ® # BEM" D[ ;f�.'": SCALE 3/4' = 1'-0' ! FOR NUMBER OF TREADS 6 . RISERS, a °6"'' L.I%• 1'-0• (L N }. TYF'ICA f....• .� ,�, TYPIC�AL TREAD NOSING I�',p r .I .J o #3 BAR R NOSING �« ' j ' '. , .. . <TYPTCAU • .� w a. . r � 0'-3 1/2'. ,s0'-Or EL,=0'-0' EL,=0'-0' CMU WALL SPLIT PACE oF-- `�' °' CLAPtZ.TE CMU STUD WALL 51`-4' S4'_4' (TYPICAL) U.N,O, ,' G/;AMt 49'-4' , .. 00 OV r' CUMP Viz' ED WALL MIDDOCK GRATING •5p o BACKFILL, LEDGE SLOPE _CLING. PAD Cr-= __. SLOPE .--4 CURB ', ; • CONCRETE rTAIR t: SLAB W/ , ' 6x6-W1,4x WL4 WWF, ;r ¢ ' SLOPE SLOPE 1 I I • . o N ' 1 0' 1 0 I ,_ '- ' ...•--•�,a.-_.--FIN, GRADE .: ' U.N.G. ELEV,, VARIES 3 1/2'x 1 1!2' ' (, COLS, ��-•-- io J TRENCH I'n "t KEYWAY (TYPJ iB WA o N B/FTG.• r REHOUSE AREA I ¢ I I •SUMPS I _j EL ,„I ELEVATION VARIES OFFICE AREA •--1--*. 2'-4' o N /� • ---• 8' FOUNDATION WAL .✓ RETURN/FILL AREA c.� ,_ , L WJ d�4 BARS TYPICAL "° k� TYPICAL _ Q 1'-•4"0•CI •� ►�- U.N.O. #4 BENT DOWELS VERT, •l'-4.'• WIDE x 3' THr,.X FObTINri ISO" O.C. i . W/ 2-#4 CONTINUOUS, I=-DA I U N T ® N ' 7 ® D '.FLOOR SECTiGN �•� PQT4( �• n CTnnp Amn 4Z TATC' 4(*t d-"iTrlKl 0 PA ,- r E00 Lu NO M 0 W • � z t71 0 �✓ Drawn by. C, tC. t�� M Chocked by, Ar A, T,.H. DATE 0.2 -F r-�92 SCALE AS SHOWN im N0:• ' SHEET NO: S-4 of S' - 6 SHEETS s RZV/D4TE Is'T FIELD WELD @ CORNERS 1/4' WIDE x 1 1/2' DEEP SAWCUT 1 IN CONCRETE SLAB. ADJOINING WALL LOADING DI G DECK. FILL SAWCUT W/POLYURETHANE FLUSH T/SLAB DR SLAB CAULK, I ' I FILL JOINT FLUSH y, ; - ,r • yI WITH POLYURETHANE CAULK .p .�yR •p i �NOTEs DOCK LEiVEiLEtR �� a i i 1/2' SUPPLIED AND 3/Q DIA. SONOFOAM BACKER ROD, T/SLAB INSTALLED BY S-K DOCK 'IT 3'x3'x3/16' ANGLE w/ 1/2'Ox6' e.a.�, '= • / EP XY CEMENT TO CONCRETE. ___1___..____ ; LONG STUD ANCHORS '� 12' O,C, >h• Q , • y k ' (TYPICAL 3 SIDES) k ( 5/8' DIA, SONOFOAM BACKER ROD o� W EPDXY CEMENT TO CONCRETE 1/2' Sf.OPE � N e^ (TYPICAL.) > 1/2' EXPANSION JOINT 44 •• - I - FILLER MATERIAL _ow�w.ewww_o.�w �DOCK BUMPER - • 1 I I MTG, ANGLE i r. 9, • i Q o o CDNTRDL JOINT —DETAIL 15' 6'-8' 1!8') 15• S-5, SCALE, NONE EXPANSION NT _ z S- SCALES NONE Q DOCK BUMPER I EDGE OF DOCK SUPPLIED L COMB• FRONT CURB ANGLE ' INSTALLED BY ( L 'DOK-LOCI MTG. PLATE, • S-K DOCK PIT 0'-81--� 24'-0° cc FOR SLOPE OF CONCRETE SURFACE SEE PLAN 6' CONC SLAB sA DOCK FIT DETAIL � - O S'S SCALE, NONE 6' CONCRETE SLAB, SEE W 1/2' EXPANSION JOINT f. • ; 1 FOUNDATION PLAN o h SEE DETAIL 6, DWG. 5011 :•. : , V T/SLAB a WHSE. S�PE �" w. N r 1 3/4'x 1 3/4'x 1/4' STEEL 1 1/2,, PERIMETER OILT/SLAB J w • EL.�+ 0'-0' -_ , `� � � S d? 32" O. C • STEEL STRAP 1ANCHORS a 12' O.C, 1/t3 GAP \ •....a _ T/F N. WALL .. ui ' 'ew • ' ' 4 3'-0' x 3,'-0' x 1'-C' CONCRETE . • : • . ' 3 1/2'x 1 1/2' T/DOCK WA ` .�, s►,• FOOTING V/4-# 5 E.W. KEYWAY (TYP.) #4 DUVEL ! L.= -1'-6' ' - 6' COMP, GRAN, FILL3 24' D.C.u' i OVER COMP. BACKFILL —tr4, , #4 DOWEL e 8 I • : NOTE, STEEL GRATING AND a D.C. • FRAME SUPPLIED BY 1e' SAFETY-KLEEN • • \ •td FIN GR •DE •1 3/4' I I I 8' COCRETE FOUNDATION WALL W/ #4 @ 12' D.C. I n 8N HORIZ. & #4� @ 18' O.C. -b -��FE -+ �' r VERT. W/90 MR. 0 r-0 FRAME DETAIL _ �:�2 O.G. VEP.'T, �. tZEINF. - 16' x 16' CONCRETE BLK. CENTERED 3-#•5 CONTINUOUS '� ''I � SCALE, 3' = �UND6ER OCOLUMN W/4-#5 VERT. AND #3 TIES 1 i . ■0 Z • O a I 9' /FTG, I I i 9' EL, VARIES 0'-2' ' o I I I b CLR. a I i i L - - - - - J 2'-0' Z' " "�� ou _ 4 _ _ 3 LOADING DOCK SECTION t _ I cp . y F sLAe I o -$ SCALE, NONE ao~-• a T/S AB @ VA H SE P RIMETER 1?, SLOPE s , _ , r N 3 ' 0.. T/ uxe3 EL,= o' - 41 L, 0 0 C:' BAR CONT. IV /DOCK WALL EL,--17- ' COLUMN SECTION MAY VARY le' #4 DOWEL a "" ` 4 PIER/Fd®TING DETAIL PER METAL BLDG. MFR. 24, 2'-0' O.C. SCALE, 3/4' = 1`-0' A T/DOCK WALL - F :JN, '1r -0 1/4, OPENING = /2' UPE S -S --------•DOCK BUMPER MOUNTING ANGLE - --` "`"- 1"" -" "'- """"' • 3'x3'x3/16' ANGLE w/ STUD ANCHORS T/LOADING DOCK r __ 16' xl6' CONCRETE BLK. CENTERED 0' 8 2'-0' GRATING ♦� �l ]Ck G�1' Fc.m (BEYOND) N r) O UNDER COLUMN W/4-#5 VERT. AND #3 ��� ___ LOADING DOCK �►.,� \ r"EEF'"ix''L Fes, 1-5 �•• i i—.M Y�-r..�---_Y�—w.Y-1—__•i-Ps �Ow Y—lY_4_—IMyIq � • ' TIES R 16' D.C. 0, � ; � �•o U. 1 1/2' 1 1/2' � 1 �e !►� NOTEi r . f' JCK W, ►LL . cq eD ®G / DOCK PIT #4 R lZ't O.C: HORIZ. a • ' e T/TRENCH AND GRATIN R ;NFO. � �C :'�" :NT SF O ID 9 • / 0� a Di 'TAY r. N 20 0000o L,= -3'-It 1/ '---------- / ,L #4 a 18' D.C. VERT, .°cP.a.. e , �'1 tV T , / / ^ 4x4 W4xw4 W,WF, 12 4 y. . ,'� •� p STEEL GRAT-ING w p C WALL.■ -1'-6, / ), SLOPE DOCK PIT CONC. FLOOR --,�` �,n �, 4 t �1. ! .. / T/SLAB (N❑ CURB) EL,=-0'-1 1/2' P 1• o i •�.. ��� • / T/DOCK WALL EL,=-1'-6' '� A ' if CONCRETE OR 6' 6' N y . '® CONST. JT. b • .e ASPHALT 1/2' E.J. TYP, TYP, o d �, (TYPICAL) / o 00 00 0 0; 0 0 0o PAVEMENT ►- a t• COLUMN SECTION MAY VARY COMB. FRONT CURB : 0. 00 00$� ee o o: o #5 HARS 1'-0' D.C.EACH WAY `)i > ► f PER METAL BLDG, MFR, ANGLE I� DOK-LOKc aD .. .. / j MOUNTING PLATE, r. , as SIDES AND BOTTOM OF TRENCH '®• b / •> 81. MIN• CONC. FLOOR AND WALLS (MONOLITHIC POUR OR VATERSTOPPED / ( T/TRENCH ® OVER 6' COMPACTED GRANULAR FILL JOINTS AS APPROVED BY THE �' ,�' �01^ #F. 0 ENGINEER,) _ 4 IN fP .1 p. -� C.W. NOTEi EMBEDDED ANGLES & PLATES SUPPLIED d °o° BY S-K AND INSTALLED BY CONTRACTOR 0 0 ELT VARIES f- 11 1/ O 1 4'• •� • f A.T.H. . �- - �- 9 • o° o • • •• •� o • a 0' • �a• o• aoas DATE ° ° .6 ° • .°o •�o a 02-li- 92 ,_ . �_ .♦ �_ 6DOCK PIT SECT N GRANULAR COMPACTED o •o' ,a o'eo o •�.°'•p •� o�0h ; O x 3 0 x l 0' CONCRETE FOOTING V/4-# 5 E.W . ILL ° •° ° o° • ° ° ° ° o'ca � e SG11.E . SCALE, NOME 1''0' 1'-9 1/4' 1'-b' 4' AS SHOWN ---�---' 'F v PIER/FDDTING DETAIL T K TR N H �- N 92-006 5 SHEETNO: ` SCALES 3/4' ,= 1'-0' SCALE, 3/4'. ■ 1'-p' s- • of S'6 � SHEETS RLV/DATE HY CONCRETE BLOCK WALL 4, / 4' i' T/STEEL GRATING L2 1/2'x2 1/2'xl/4' / L2 1/2'x2 1/2'xl/4' CONCRETE BLOCK 1/2 @ EDGE OF BEAM • / • • GENERAL NOTES r 4• -- LEDGE WALL 1/2 @ EDGE OF BEAM C841.5 THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO W8x21 / 1/2' @EDGE OF GRATING EEN CORPORATION. ANY REPRODUCTION, 1/2' @ EDGE OF GRATING '� '/� LL.- 0'-0' OR USE Of THIS E RODUCTION, DISCLOSURE / AND ANGLE DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY �. TlS7EEL GRATING AND ANGLE% � SAFETY-KLEEN OR AS SAFETY-KLEEN MAY 2 rF--ter ...�.....�...�__ _ EL.- 0'-0' N 3/16' W8x21 ---+�- AGREE IN WRITING. ., TYP, BOTTOM/W8 TYPICAL 3/i6 j. %. cu ti EL.= -0'-10 1/2' BOTTOM CHANNEL BEARING FOR GRATING / EL.= -0 -10 1/2' 2A / EL.= -0'-2 1/4' 1. AL ' s-s / W8x21 H S'x5'xl/4' STEEL TUBE, L CONNECTIONS TO BE BUL.TED' XCEPT FOR C8x11,5 FIELD CUT AND W WELDED CONNECTIONS AS T/BEARING ANGLE WELD TUBE NOTED ON THIt DRA PIING. TO BOTTOM OF W8 AND L2 1/2' x 2 1/2' x 1/4' CONCRETE WAL• L ',/= ` / EL.= -0'-10 1/2' CHANNEL. SEE DWG, 2. � NO GRATING AT OPENINGS FOUNDATION i 3001 3l16' TYPICAL , OVER C8x11.5 WALL FOR TUBE LOCATIONS. (COMPOSITE SECTION) 3. BAR GRATING SHALL k 2 1/4' x 1/4' BEARING BARS, WITH 3/16' B.B. CTRS. AND 4' CX CTRS, AND L4'x4'xl/4' W/ 1/2' DIAMETER x 6' SHALL BE PROVIDED IN 2'-0' PANEL••WIDTHS: GRATIN( S LONG ANCHORS @ 24. O.C. LL BE HEAVY DUTY WELDED STEEL," BANDED 1 DETAIL z DETAIL r ON 4 SIDES 6 FLUSH ON TOP, GRATING SHALL BE a ON r TYPE KWHD 19-4-94 AS MANUFACTURED BY 'KLEMP SECT1®N CORP.' ❑R APPROVED EQUAL, GRATING SHALL BE S-6 SCALES 3/4' =1'-0' S-f (TYPICAL WB CONNECTION 2 WALL) SCALES 3/4' =1'-0' - °�---- POSITIVELY FASTENED TO EACH W8 STEEL BEAM AT S -6 (TYPICAL C8 CONNECTION @WALL) SCALES 3/4' =1'-0' SPACING NOT TO EXCEED 50', EITHER WELDING S -6 SCALEi 3/4' =1'-0' '- OR MECHANICAL FASTENERS WHICH D❑ N FACE OF ANGLE, CHANNEL. ABOVE THE TOP OF THE GRATING IS ACCEPTABLE. FACE T/STEEL GRATING -- AND CONC. PIER 4. ALL Ct�'.ANNEL FRAMING AT DRUM WASHER P 8, % L2 1/2'x2 1/2'x!/4' COPE BEAM ATYPICAL'' CAPE TOP FLANGE OF 4�12x35 SHALL BE C8 x 11.5. OPENINGS COPE TOP FLANGEIt T/GRATING S, OF W12x35 I EL.= 0'-0' L2 1/2'x2 1/2'xi/dI' a T/W8 & W12 BEAMS T/STEEL GRATING BEARING FOR GRATING EL.= -0'-2 1/4' IN c? TYPICAL 3/16' W12x35 c? %% Co ; N T/STEEL GRATING N T/CHANNEL 1 N EL.= -0'-2 1/27 N T/W8 & W12 BEAMS N N ¢ BEARING FOR GRATING R/F DOCK STEEL GRATING °I 5'x3'xl/4' BLACK CLIP ANGLE C8x11.5 BEARING FOR GRATING EL.= -0'-2 1/4' °0 STEEL ANGLE EL.= -0'-•2 1/4' FINISH W/ 1 COAT RUST lk 14'x14'xl/2' BEARING i T/BEARING PLATE 1+/ex21 .�N, W8x21 C8x11.5 �, co C8x11.5 RESISTANT PRIMER �. 1 COAT PLATE W/ (4) - 3/4'0 x BEAM BEARING EL.= -1'-2 3/4' cv FLAT BLACK PAINT ' 8' LG. HOOKED ANCHORS �~ rk BEAM BEARING EL.= -1'-2 3/4' BEAM BEARING DRILL 5/8' 0 HOLES THRU 3/4' GROUT W8x21 EL.= -l'-2 3/4' ANGLE & C8x11.5. FASTEN CONCRETE PIER W/ 1/2 0 MACHINE BOLT, W12x35 W12x3S LOCKWASHER & NUT. TYPICAL HOLES 13/16' DIAMETER CLIP R/F DOCK FRAMING CENTER LINE OF BEAM AND PIER FOR 3/4' DIAMETER A325 H.S. ANGLE CLIP ANGLE BOLTS --- --- 4 SECTION SECTION SECTION S-6 SCALEt 3/4' SCALE; 3/4' C3 W Y z a rn L) 0 i OFFICE AREA ° 0 in it .o ,D o N (U W a V) 12' CONC. BLOCK WALL (TYP. BOTH SIDES) 0 H 00 1 s-� TYP, a 3 10'-0' N.T.S. 4'x5'xl/4' STEEL PLATE RETURN/FILL AREA WELDED TO BOTTOM OF CONCRETE FLOOR SLAB ANGLE. ANCHOR TO FLOOR W/ 1/2' 0 EXPANSION TYPE ANCHOR. 54'-4' 12'-e• 12,-0• ,_ 7 SOLVENT DISPENSER TREE 12 8 7'-0' / S- STEEL UPRIGHT FOR N.T.S. 6'-4' 6'_4' DOUBLE NOZZLE SOLVENT i 6'_4, 6'-4' / DISPENSING THE (TYP. OF 2) OF BAY & / 8xll.5 �, OF BAY & I 24'-2° H DOOR 3'-0• // _._ 0/H DOOR c8xi1.3 I STEEL UPRIGHT FOR CBxli.S / SINGLE NOZZLE SOLVENT I W x l i L Jo I x21 I L J I x21 I L DISPENSING TREE. J I / D.O. r. '-__ _: i �•--- x I L I i J IWBX- 1 (TYPICAL OF 4) _ D.O.-- --� D.O. _ _� DID. �-•_ __� D.O. (� �0 3'-4' x 5'-4. OPENING FUTUR DID, N I D.O. (TYPICAL 2 PLACES) 3'--4' x 5'-4' OPENING I '. I WITH REMOVABLE GRATING D.O. ( o ° 2'-9' 3' 3' ..-..r.�. I 3'-4' 3'-4° 2'-9• D.O. ( CIO .. Y (U U D.O. DID. n IIII a - - ' D.O. A I I ni IA 2 1 ¢ y 11 /C8 I L+' ' DID. r �C8x11.5 CB r D.O. r 7 I L J r, III � L' J z .. .._.�.. J C8_.�. C8 C / t' D.O. I WAREHOUSE OUSE AREA J - 4 -4�" x CD m I D.O. Cu °D m D.D. Arm / D.O. I M i D.O. ] 5 J,o in x -- D.O. I ni N I s-s � I I 4' CONC BEARING LEDGE 3 D.O. D.O. > D.O. � W/ �.4 x 4 x 1/4 I III tr) - D.O. o AND ANCHORS B 24. O.C. ( �n M DOCK PLATE Ln I °i (TYPICAL BOTH SIDES) i •� N Cu <TYP, 8 PLACES) x o D.O. 3 D.O. SEE DWG. 2001 r, I II IS, r-_ _o i t _ '.- D.O. 3 Al 3 -"e. W8x21 I r' �:� i 8x21 I r -� 1 W8x21 I r 711 r-- W8x21 i r , s�s _ W8x21 C8x11.5 1 rl C8xi1.5 6 I ' C8x11.5 / 24 8 12'-4' / STEEL BUMPER eOSTS EDGE L2 1/2' x 2 1/2' x 1/4' 1'-4' SO. CONC. 4 / (TYPICAL 16 P CES) WELDED TO TOP OF CHANNEL. PIER (TYPICAL S-6 y j SEE DWG. 5012 (TYPICAL BOTH SIDES) 12 PLACES) / SEE DWG. 5012 MID -DOCK FRAMING PLAN SCALEi :1/4' = 1'-0• 1 1 1/2' = 1'-01 U� LL p O 2 IL 00 O 0 W O LL LL m Q z rn 04 to Co N � K)o ~ L I O O C\j In o oD z Q rn O .. lq/92 Drown by. Chocked by - ,.A. T. H. DATE 02-II - 92 SCALE AS SHOWN JOS NO: 92-006 SHEET NO: S"6 Of S - 6 SHEETS AP 49579 ,t SIC — 100 CFM 6'0 NK EIC — 180 CFM 10'xio, _ 35 CFM 7i SIC 90 CFM G'NK IPI(A Nile 810 NK SIC — 300 CFM X A S '0 AHU E'C 200 CFM 1. — 1 —7- —1- =_ _ __ __ EIC - 50 CFM 6x6' EIC 150' EIC - 250 CFM APPROX. 34'-0" x G APP 101x10, T-1 6"0 Ex'H. UP ROOFA­ 18"x12" EXHAUST LOUVER _74 i- RUSKIN MODEL F) rh -X' 12 12" f: -JAS r V,:r? -0- #ELFF375D /EF 7�1 t ?? y, (,) r,,,7, 8110\ R U S K IN OR EQUAL OR APPPOV� EQ'' X, r T1, r EF U �J -CUT 71 j o x p, V 1> r,A !-'P 30"XI 0" RIC 200 CFM i 18 X 15, RA 30"X1 0, 4 x 8'0 NK 1U-CU rI FBI RIC - 620 CFM 1 1/2" 10 ff'O NK - 2 RE:Q'D----, X. 30"X10" T1 0 (D, 7- ACC REF. LINES UP i 16"x6" TO MECH. RM. x 6 N EIC 440 CFM r 14'x10' 2 REQ' SIC 435 C"M j 0 14'0 NK - 2 REOD 7 X x '-4' THK CONC. ACC 2" PAD - SIZE MIN AS SHOWN W/ 16"x10" EXFI. DUCT C3 co c, ---------------------- 04 14 "�<8" UP TO EF-I ON ROOF 6x6, W1.4XW1.4 TO Oil i SEE ROOF wm. F-op-r. WWF BY MECH.1 AHU-1 BUMPER CONTRACTOR.r I I i I I (� 22"x8" DE TAI L D WC, tei - 4 POSTS SIC - 150 CFM RIC 125 CFM -w 8'0 NK `0 NK SIC - 125 CFM 8'0 NK J'p x 6,X8 7 o16�'xC r r T_ x --j'% 1 1/2" 0 o"x8" - 8"x8" J x _0 1 8"x8" TO ;00 2 x 2 x AHU- +1 QD x x SIC 250 CFM X: 0 0 10'raj NK T SIC 200 CFM 8'0 NK U-CUT­ 1 o,,x8,, I 10, X8" rT! y x 4 _7 ---------- - 270 CFM 10'0 NK RIC - 200 CFY_/ �_ SIC - 150 CFM • 8'0 NK 8'0 NK - 5 R E O'D OFFICE AREA/FFIRST F-LOOR HVAC PLAN SCALE: 1/4' = 1#-0' RIC* — 65 0 C F M 6'0 NK — I REQ G M. NOT' DRA'1P':G C"I"41rAINS Nr0'4AA"­ON PROPRIETARY TO SAFETY -Kt_tF.-,, Aw( RLPROOUCTION, DISCLOSURE OR USE OF T,!S F ' '�(AYANG PROHIBITED EXCEPT- BY OP SAFETY-KLEr'N AS VAY AGR_rE_ IN INHIIING. RUN DUC'_ UP IN HAP M'Sr. 2. ALL DUCT SIZES ARE D I M E NS; 0IN'S, ASEE V!'N'11 PPE q . OOF "HATION DETAIL ON OWC. M-4 5. ALL DOORS ,o HE ljmc,,oaj '" (u-cu-r) SHALL BE COOF<D v"ll G.c. 7, AHU-2, EF-I INTERFACE: V LICH I IS ON, *THEN AHU-2 BLOWER 'HALL E till. IF BLOVILI? IS ON MEN EF-1 SHALL BE ON. SET DWG. F--4 . COORDINATE W/ ELC. I, 0 .t s d � r { a, A U i t LLI tJ J 1 M' 49579 ,f J s .. fevissons Dat ay, ' E J _ Issue s' M�M^^ f Y LQ; A I •r 4 1s i /N' 49579 c Revisions Date By Issue_ _ f^ x WEATHER PROOF VENT CAP MAIN TRUNK LINE L = 1/4'W, 4' (MIN.) A INSULATION TO BE 1 { STORM COLLAR - MADE INSTALLED S❑ AS TO � CONTINUOUSLY WA TLR- BRANCH DUCT �.� HAVE NQ EXPOSED NEUTRAL CURE `- = (HIN') TIGHT - ATTACH{ AS REQ:D VOLUME DAMPER ` LINER EDGES SILICONE SEALANT INTEGRAL RIB TO FIT CONTINUOUS PIPE DIAMETER INTERIOR . I PREMOLDED PIPE COVER - -�_ �, INSULATION''' - METAL CLAMPING RING �. ' • :`� .' %� SLICING CEMENT r , LAP SEALANT MEMBRAN SET IN cLAS i.GM,-�rIIr AIR FLOW c- MASTIC AIR FLOW.. �. IMPACT TYPE INSUL. PINS ROOF SYSTEM INSULATION TO BE INSTALLED SO AS TO SUPPORT VENT PIPE �, 2' CLEARANCE - AS SHOWN W/ANGLE IRON, fHTr� I r VOLUME DAMPER QUADRANT HAVE NO EXPOSED .tr -` W/ LOCKED SETTING LINER EDGES ATTACH TO 'NEAREST STRUCTURE MEMB, R VENT PIPE - SIZE RELIEF KNEE PROVIDE SLEVE AND FIRFSTrP AS SHOWN ON PLANS RELIEF KNEE AT GYP, BOARD PENETRATION. RELIEF KNEE DETAIL RELIEF KNEE INSULATION DETAIL VENT FIRE f q T PRn`r ROOF PENETRATION DE TAI!�. C,...S, ,7-D RCCK NO SCALE NO SCALE - - NO SCALE ''RAD' ROOF MOUNTED EQPT. I� � MOTORIZED DAMPER � A, Fig• PREFABRICATED ROOF CORD (TO MATCH f. Gk - '�- ROOF PITCH> ATTACH CURB TO METAL DECK, i Y ; ATTACH EQPT TO ' CURB AS REQ'D f , CA'ATTACH TO ROOF DECK WITH s„; APPROPRIATE FASTENERS SUPPORT EXHAUST EXHAUST DUCT SIZE AS F AN' W/ APPROPRIATE ' � n'e✓h, .�HON PLANS f-IANGAR-ASITENERS .� r FROM STRUCTURE w I' QD N i R{+ a' t r;i,Y §_ :'Y'tfit?fit �;°i �`�•t'l -w"r�xG���a f� Y iS g 5' • } H �Y i 4 t � } .,. DEVELOPERS CHOICE, INC. 1988%= • Ill All llllw�l !jam J 44 ..t OFFICE AREA/FIRST F! -_90R P! _�_ ; 1NG_PLAN SCALE: 1 /4" = V-0" 9 .GENERA -I NOTES THIS DRAINING CONTAINS INFORIMAMN PROPRIETARY TO SAFETY-KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE OR USE OF DAIS DRMANG IS EXPRESSLY PROHIBITED EXCEPT BY SAFETY-K EEN OR AS SAFETY-KLErN MAY AGR 17 r: ('d WRITING. `' � CAP JUST BELOW FLOOR, GENERAL CONTRACTOR TO FINISH FLUSH. y i �t r} �yW rY a Drawn �{ n 111 i L44 � 7 �t + LL04 <1 u I t� Fes. f • Check CA lb Date 'Z 2 2 - ql 2 g Or MrillMiii�i� � � s �r.'>eiF'���1i{� �,L..�x�iv as +: •'kd",s�xu u'`r.�:�i{.�r. rf a a�4 u Al d9579 OFFICF /STORAGE FOR FUTURE USE M!-:., (C' H 1 1/2" 1 1 /4" 1 rr-,Jl -3/4" 3/4" - - - - - - - - - - - - - - - 2" DOWN 2" DOWN OP V - PLAN OFFICE AREA /SEC0ND___ _0_r _,9_INC 13 0 7 < lk SCALE: 1/4" = 1 0-0-1 ? . t I IV qljfi MOM & - RETURNZFl-flI" WAR-r- r-HO-U.SrF PLUMBING PLAN SCALE: 1/8" = l'-O" ERAL N 0 S AINS INFORMATION PROPRIFTAPY 'rO TION. ANY REPRODWITI() " C)? I- G IS EXPRESSLY PROPUTED BY I Ur-ETY-KLEEN MAY A(;,,k'FE IN '/JV' ;UPPUED BY SAFETY-KLEEM. 2. S.C.O. S'-!Sf'Et,IDED CLEANOUT. INSTALL'OELOW DECK. Y 7- l_ AV 49579 All 'v V T R I - _ i • f ^lam 2ND FLOOR PENETRATION 1 1/2' j``.,� i I O 4"4 �,�" f � 8 1 1 I I 1 �•�, ( o F.C.O. j I i I I •\\ F.D. 2"' 3.. 2,. 2., F.D. SH I CAP FOR FUTURE ' �� I i 11/2r WATER HEATER . \ I � I 2' 11 1/2' 3" 4" I I i! i' �\ i f I 1 1� ( �"�," r ? �` FROM R/F & j i I I I i "`\ WHSE. I '� I F.D. 1 ( 1 1/2'I I 1 v 1 l I 2' /' ('( 1 1/2 .f I ,1 3/4�� \.\ 1 1/2''/�f.� i 11 ' " vc I I! ISwc 2` TO RETURN/FILL I I �"� ��� h i SAND WAREHOUSE I ( I 3" 1 1 l 4' 2ND FLOOR B III 2I I I 11/2`il 1 1/2 6({1 1 1/2' 1 112`IPENETRATION U.C.O. 3?it 1/4' 1 3" i 2 F.D. 1/4 2 112- I 1 1/4 2 1/2 20 ' E 14 W.C.0. \ ,'/�'' `�'1` ``•"\ /-' '3/4' ' DRAIN 1 WASTE � Vc_NT PIPING RTC _J 12 11 ,. 3/411 Tj 13/4' -/ i/2 \\" , .I ;�{iS DRAYIING CONTA!NS INFORMATION PRC)PR!ETAR f 0 � / .�/ r \ " , r T ' L fir' . \ ! SAFETY— , Y—JC�_`�N CORPORATION. ANY REi'r?O7UG: I101`, ;.?iSC!_CJS!,'fZE OR U5r OF -MIS Df?A4VIiv`G IS EXPRESSLY P�?01-{"E'!'E'� I;YCE P•!" BY 2SAFETY—K' F EN Oft , AS SAFETY—KL>=EN MAY ACI7i IN UmI PNG. we 2 1/2' '� CAP JUST BELOW FINISHED FLOOR 1/2' I I.._�v 2,\�\\ 1, i/I , 3/4' ,� , I \\ \ '� ' SH 3/40 3/4' ' -,,3' 1 ' SH ' , 3/4' 2 0 I' / 3/4'' V � 1 1/4Y \ v - ,�. 1 •\.�� 3` i TSH I FROM CITY MAIN HOT & COLD WATER PIPING RISER DIAGRAM SCALEi NONE 2 �r CITY MAIN -�- • yY u_-1 iJ 1 it _) V „•; -`^ fi of Sheet.' ,.. ri _ . f r--"F IN Ciri`T 7_1 rr,R • r - • _.--- TYPICA' WASTE P.p l I i 1 TYPICAL ELE'OR C! EAN 7 BAR GRATE FLOOR FINISH I FLOOR FINISH •'•�•. ` CONNECT SEWER — TO p WATERPROOF SEALANT � 'P' TRAP FLOOR DRAIN DETAIL CTYP.> SCALE, NONE P COUNTERSUNK SCREW 3 112' LENGTH STANDARD COVER -- I n i+ F; i\—THRFADED COUNTERSINK CL`cANLU' PLUG i 1 YP?CAL WASTE PIPE' WALL_ CL _EANO_UT TEE & ACCESS CDVER DETAIL SCALE- NONE: N O v < z a LLJ u� o I 1 �- IL Q Z Q �l Sheet: p e 1 DEVELOPERS CHOICE, INC. 1 P ., IMF 49579 i. �n w c • • o� S ' U e. • m • a+ (M V Shoot: EM S 4 r� r 13 COi` FERENCE ROOM '3 4VC V rNF"S 16 �(; „ , FI- � IPA-17,19,28 f ! +48' 1 48" ! 1 i' j 13 16 l i 19 �Irr w tY KITCHENETTEIt,, i 161 ! 1 F7 i I 8 r r A/T 16 - 21 11 _ 23 23 10'-0" OFFICE --- �i I x ' "� ► 23 "2C r- r CLERICAL AREA � n, 23 21 FLUSH FLOOR OUTLETS- _ _ COY&NATION POWER/ - rELF_PHONE TYPE 24 21 SEE SHEET >r � 22 24 20 D ! GGtitiR ::KY 5; BRANCH MANAGER LPA— 2' 24 I I oy — 21 1 f' ,)? 22 i .1 ' r — J I i 1 MEWSr ! f \ / I ' r>s r +48" 1------- GF II GFI l f GFI LPA-15 --- ! I � ; r ' -T' I 23 j 1 PA-?_2,24 i FO` EER �i - i�-- I ; I ! Ix^I 24 24 D 24 —� ! ! I ! 1 TO PANEL "LPA" SALES REP'S CCTS. 25,27 1� 1 ..11 I...I.1 vi...v 1 L.vvl'/ivl—V v/ VV iLL IJ L•Y' V.L. MOUNT 6" ON TOP OF COUNTER AS DIRECTED (TYP.) CONDUITS TO BE RUN THRU COUNTER 6 26 1 -OFFICE AREAID 1 LANN SCALE: 1 /4" - 1,-0" 9 I I� 26=�= i I F ERAC NOTES I ?'rI!`_'; DRAYI':NG CONTAINfS INFORMATION PROPRIETARY f0 SAFE TY--K!_r- .N COR!"ORA-90N. ANY REPROI}s 11�JN . DiS Ln SUn E OR USr Or THIS Dt2A'il rdC !S EXPRESSI Y F'F{Ori!hI'�:'J JG -F!�( C',AFP rY—K! EF:,\ R S ' { Fr 't ('S1 (� r' i!•.I 11. t T� 1 I i ."!•, c.�,J 0: A.� rlF,_TY-rf__�N 1,!AY I * All1 (' S . I ! Gtt; I 1 !err c^c� 7 rr -„ c•*_' I !. A rf?�nA�_ ,�1_ !vo. 12 7NHiv V..�_E..�J C11�_�.�n.,:_ SPEC'F;ED. i I A y�A + i 11 �R ♦ Ar k� i f t f Fr t i *e � W 3 t 5 f F l.x a rt rfa a IIIUZMIIIIII� Sheet: Xfi .101 - A I r' I r 1 CON' ERENC. ROOM -1= UP TO 2.N5` FLOOR ' SEE SHEET E -ro I STAIRWAY j 1 104 17F i OFFICE 1Q3 t �1 BRANCH MANAGER ,, 102 17G i —J3MUD ROOM 29N STAIRWAY, 4� - U JANITOR'S s j MEN'S f� i CLOSET RESTRDOM EF 1a l 91 „on E 9J EM-2 = i 29M i R 11 NL 3C F'%7 5^ di ;3 MJ M E N' S 9J FX-1 ' SHOW S 29ra.S \ v \I I LPA-9 i OFFICE CUBICAL !1 L PA-1 5D 3C I OFFICE CUBICAL 5D CLERICAL AREA 101 3C OFFICE AREA FIRST F 1_ OOR I-__ rDHTING PLAN 5D J 0 I CORRIDOR _ I 3 M K 1L LPA-29 I f TO EF-1 CONTRUL RELAY ON ROOF. 9M 29M 9M N SEE DWG. M•I 9K _ - C ---- }— - - -}{ UP TO 3-'NAY I K A_' 11 EX-1 ?�`--+ 4 SWITCH ON 2ND EM 2 MEN S LOCKER ROOM ,�� 11 ' ! --- ' ; t FLOOR SEE- DWG. L •6o KITCHENETTE 11 NL+ i 1 ' 3C 115 � (►--- ---- ' ' 110 I ` j t 4L 14� i 11 3 L CLO T I I - FOYER 111 ( 1 1 J I J J 4! EM-2 11 NL . f Lj PANEL "LPA" —� 4L 4L 4� ` 4A -" - CLOSET CCTS. 3,5,11 f LPA-4 {`1 t►'�, EX-Nz 3 LC I� EX-1 113 ! I 11 11 2 EX-1 11 N EM-2 =lj I LPA-2 11 NL - '' SD -- = 5,11 A2 EX-1 C D i FOYER 100 J \ I Z EM-2 ' { � I 11 NL _--~ SF � i j EX-1 I i —L 11 EM-2 11 11 NL 2 tII - - SALES REP'S - 2 -• -� � -__- =-m=mot t .____ _—.—___-.� i SCALE: ,1 /4" = 1'-0" 0 GENERAL NOTE � THIS DRAVANG CONTAINS INFORMATION PROPRIETARY TO SAFETY-KLEEN CORPORA'PON. ANY REPRODUCTION, DISCLOSURE f OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT B'( SAFETY-KLEEN OR AS SAFETY-KLE EN MAY AGREE IN 'NRI nNG. j 1. ALL FIXTURES SHALL BE TYPE "B" UNLESS INDICATED ! I OTHERVASE.' i /2. NIGHT LIGHT WIRING: , 2 BULBS OPERATED FROM CCT. 11 WITHH EMERGENCY BAU-AST. 2 BULBS SWITCHED WITH ROOM LIGHTS WITH NORMAL BALLAST. I 1 3. ALL VARE SHALL BE NO. 12 THHN UNLESS OTHER'MSE i SPECIFIED. iI V � f 111 , EI-71 0 23 � 4� All, 49579 rl m 00 M. 2 4 S f , r(� 7 4 > r M `T P i 1 i ' •� `N A 1F#. X� Yy �fv Y� r ti ' 7 S +T J^ t -Y F` A k 6Y°Sa yy o,dl I I . t 1 1: RETURN F-ILL. & cal CU i; 2 CIN! D _pm PANEL "LPB" 2. 18, 2 0, 2 2,31 1 X T� A 14, T r—l"'? C.y RT Y/ x />U1/VtN,j 'um ROW-\- Ai 9 JOG "K �M/x , "01, f x $WITCH X' z< T 'V H WAREHOUSE AREA x ' A I Jill -ill 7.11p > f X X PANES:-LPC" �17 2, 1 'ro C, L, p FIXTURE S E E 14 5 . t0' r < N'l P K WH 0 F L � E �� / I48' AB'DVEE Gf�ptj)E . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . PANEL "LPB"* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0, YHINN. 33 . . . LPB-4 -LPB�6- . . . . . . . . . . . . . . . . . . . . . . . . . . 6 F CCTS. 27,.29 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... ...... 48 ... . . . . . . . . . . H! - lilt DRUM WASHER- PANEL -"LPB" 1111 . . I . R 0! P If " I . . I . . . . . .. . . . . . . . . . . . . . . . . . Co"N"!f - PANEL 3. #10 TH . . . . . . . . . . . . . DOOR VIN. COTS. .17'. 19 . . . . . . �3\ MOTOR DOOR MOTOR t )01 S-K CONTROL-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 *R A r Al\�' PANEL #5213 /5\ (SEE E". . . . . . . . . . E'VATION 1, N . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PANEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i "LPC" . . . . . . . . . . . . . . . . . . . . . 28 . . . Jill. .11 Ir . . . . . . . . . . . I . . . . . . . . . . . . . . . . 26 . . . . . . . . . . . . . . -9 . . . . . . . . . . . . Grj PANEL "LPC" . . . . . . . . . . . . ; . . . . . 24 . . . . . . . . . . . . . . . . .48" . CFI 48"- "LP8" 24,26,28,33 WARE.HOUSF POWER PLAN . . . . . . . . . . . . 8 48' ABOVE GRADE 110 8 1. GFI 24'-0' GFI WP WP 48' ABOVE DOCK 2 #12, 1/2' C. UP TO LIGHTING FIXTURE, SEE DWG, E-7 Z - U-1 ri All- T A z 7� Drawn Check Date Scale (fA. m 2- 2 2 Irl) 1z 4t;, dCoTS� k ;= k, � a • i Lf Y' } 9 .$heet ` ra flk E Yp .1 i a i T 7777777777 Rl Ll oz! Drawn 0 an Vi .1 AW AQr,7Q =2 4 AP 4957 n. Ell n- Revisions H k MT r I Revisions S-K 11.5213 PARTS LIST QTY. DESCRIPTION MANUFACTURER PART NUMBER I ENCLOSURE, NEMA 12 1 HOFFMAN A-24SA2208LP 1 SUB -PANEL tIssue A24P20 1, OPERATING HANDLE A-B 1494 VH-1' I DISCONNECT SWITCH 1494 V-DS60 I- ROD ' I 1494 V-RAI 2 STARTER 509-AOXD 2 HEATER W54 I ILLUMINATED PUSHBUTTON 80OT-PB16R I CONTACT BLOCK 800T-XA2 2 PILOT LIGHT, 120V 800T-P16R 2 PILOT LIGHT, 240V 800T-P26R 4 LENS CAP 800T-N26R 5 LEGEND PLATE SOOT-X700 FUSE, 5A FUSETRON FRN5 2 FUSE, 30A FRN30 I TIMER IER EAGLE BRIIIA601 2 TOGGLE SWITCH LEVITON 5226-1 2 COVER PLATE A P P LE T 0 N 2510 8 TERMINAL BLOCK CURTIS I FUSE BLOCK-3 POLE F30A3B Ji f MICRO -SWITCH BZ-2RQ13-A2 I SEL, SWITCH, 3 POS., 4-POLE A-B 800T-J2Bro 2 CONTACT BLOCK 8bOT-XA FUSE BLOCK IFU 3 WITCH I.TR 2FU 3 ILS DISCONNECT SWITCH w may: 3FU TIMER Im 2M MOTOR START MOTOR START GENERAL NOT'S TFits DRAININC CONTAINS INFORMATION PROPRIETARY TO SAFE'I_Y-KLEF_N CORPORATION. LY jt 7 HEATER COIL HEATER COIL ANY REPRODUC'1710N, DISCLOSURE OR USE OF THIS DRAMNC; IS EXPRESSLY PROHIBITED EXCEPT BY SAFE-ry-KLEEN OR AS SAFE-FY-KLC-FN MAY ACRES IN WRITING. S-K 115213 CONTROL, PANEL COMES COMPLETELY ASSEMPLED. -PARTS LIST IS FOR MAINTENANCE PURPOSES 7 TERMINAL BLOCK 0INLY, FTM AA� a 1 Y�r fe} f 3.� �A! 4� J� <rp�� y g .� w1 Xp+� Fi .rat s. )T F 1 i f u t wit, f "•i P aY } ILL }}� t t q. 3 f P8- 4 o{e, �r FZq H __ i ;.. , � ; ., ,, '; � n� ,tp -. 7 - p� •�. `I 1I f !: .. �, �., k .. t �.". -P �_ _ ;. ,, _ __ y ! r t t z, � i t ') s 1 5 .w '1 � - '. �.- . - - - <I ... .. ., .. . 4 _ ., _, _: _. , .: .r.. ... f -.. - _ .. .. - � ... _ .. .... t t `k ,- L i �. ,. ;i. .: �_ _ G ,. .. F n --- -- DRAIN LINE ---- CONFERENCE ROOM T I 105 --I - - -- FE - JA CLOSET — -1 I Q 3- 'S _ , _ MEN RESTROON( I 1 l q;- S -_ -- — - — - - MEWS SHOWERS STAIRWAY 117 - j i -I WOMEN S I RESTROOM I � - -- I SHO ,R Q77 - MUD, R00�1 ❑ � L? sLOP o STAIRWAY11 OFFICE I CUBICAL CORRIDOR KITCHENETTE ! 109 - - -- ! --- _ }• CP q I� — 1�. _ - - —1--- OFFICE _ CUBICAL -- CLOSET- - - SLOP e ! • � 1 1 MEWS LOCKER 115 ROOM QFFIC i I - - - - CLOSET _ 112 � � - _ � - _ � s--- , I ❑ - --FOYER 103 - CLERICAL AREA 101 SPRINKLER (T PICAL) HEA I -�- --- — ! LOPE I - o - TEST LINE ---- , - CONNECTION SEE DETAIL, - - -- -- - ------ —, I GENERAL NOTES DWG. 8003. IrIAONY OTD SAFETY KLD EN CORPORATION. REPRODUCTION, SC 0.9URE OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY I I - — — - ----- ---- - - -�-- -- S PE TO DRAIN (TY ICAL) SAFETY-KLEEN OR AS SAFETY-KLEEN MAY AGREE IN WRITING. j I 1 �- 1. SPRINKLER HEADS TO BE "RELIABLE" MODEL G BRA CH MANI�GER — r � J � -� i----�---- _ _ ---- - - ----- ALES REP-' S_- � _ - _ • PENDANT MOUNT, OR APPROVED EQUAL 165'. ----- i - - --- — (- f f �19 - 2. COORDINATE SPRINKLER HEAD LOCATIONS WITH --i - -- — _.__ !, LOCATIONS OF AIR DEVICES, LIGHTS AND ALL FOYER ( I OTHER CEILING PENETRATIONS. FIRE WALL —PENETRATION. CONSULTING ENGINEERS 4812 Santana Circle Columbia . MO 65203 . (314) 875-0260 . TITLE � OFFICE. AREA / 1 ST FLOOR o 'Illrl, OFFICE AREA FIRST FLOOR SCHEMATIC SPRINKLER PLAN . ;1--o" SCHEMATIC SPRINKLER PLAN a NOR,,, SCALE: 1/4" = 0 SAFETYCo CORP. o , 0 777 BIG TIMBER ROAD ELGIN, ILLINOIS 60123 .PHONE 708-697-8460 .' ci SCALE BY CHKD P.E. APPR OP. APP.R DATE .- 1 4' 1-0" QuesTec 9-27; 9t .- No, > QESCRIPTION BY CHK APPR DATE SERVICE CENTER LOCATION SC DWG -REV NO. SHEET -N0 REVISIONSMEDLEY, FL 316301=80.00--00 41. .. :: < ., ... :. ... ... .: .. -.,. .. .v . i . :,. - ♦ -.p: ' .. ..': ,... W 1. DOWN TO 1 ST FLOOR GRID l OFFICE/STORAGE MECH/UTIL SLOPE A3 SEE SIGN SEE SIGN SCHEDULE. 0 FE O SCHEDULE, DWG. 9000 DWG. 9000 FE 1A SLOPE t0 STORAGE AREA SLOPE SPRINKLER HEAD (TYPICAL) ! a o GENERAL NOTES THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO SAFETY-KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY SAFETY—KLEEN OR AS SAFETY—KLEEN MAY AGREE IN WRITING. 1. SPRINKLER HEADS TO BE "RELIABLE" MODEL G PENDANT MOUNT, 165-F OR APPROVED EQUAL. +— 2. COORDINATE SPRINKLER HEAD LOCATIONS WITH SLOPE TO DRAIN (TYPICAL) LOCATIONS OF ALL OTHER CEILING FIXTURES. f° AFIRE WALL —PENETRATION. ' 4. ALL PIPING TO BE RUN BELOW GYP. BOARD CEILING. AS CLOSE AS POSSIBLE PER NFPA-13• �� •f - - � "• CO 11P O R A T 1 O N •• - CONSULTING ENGINEERS - 4812 Santana Circle Columbia MO 65203 • (314)'815-0260 TITLE ;; �� OFFICE AREA/SECOND FLOOR SCHEMATIC SPRINKLER PLAN AREA /SECOND' FLOOR- � NORTH - SCALE: 1 /4" - 1'-0' , SCHEMATIC SPRINKLER, PLAN o 0 00 SAFETY-KLEEN CORP.: 777 BIG TIMBER ROAD ELGIN, ILLINOIS 60123 PHONE 708-697-8460 SCALE BY CH KD P.E. APPR OP. APPR ;: DATE /4, 1, 0" QuesTec Y a1 N0. DESCRIPTION BY CHK APPR DATE SERVICE CENTER LOCATION SC -DWG -REV NO.,SHEET N0. M REvISIONs MEDLEY, FL 316301--$001-00 42 o ' .I's 0 0 O c73 I i 0 r- v 0 Al 4 i 6 . CONTAINMENT CALCULATIONS0. 58'-0' 5015 R r 8' 3'-4' 14'-0' 4'-0' 14'-0' 4'-0' 14'-0, 3,-4, 80 s z o 0i r- ¢❑ ¢a IN a1 ¢❑ o ` a1 4o i Qp o i DISH BOTTOM TANK �% II �J J �J IN / \1 ~ w ~ w ~ w ~ w ~ w / TANK FARM (20, 000 GAL DISH BOTTOM VERTICAL STORAGE TANK) - 1 NOTEI SUMP AND SLOPED CONCRETE SLAB CONTAINMENT NEGLIGIBLE T/SLAB SLOPE SLOPE SUMP SLOPE T❑ SUMP SLOPE TO SUMP SLOPE TO SUMP SLOPE -` TO SUMP T/SLAB EL=-0'-1/!4! I FORMULAS USED i EL=-O'-1/4' T❑ SUMP TO 1(1/3)(PI)(h2)<3r-h)1(7,48 GAL/CF)(# OF UNITS) = TANK DISPLACEMENT VOLUME (GAL) (L)(W)(H)(7,48 GAL/CF)(# OF UNITS) = OTHER DISPLACEMENT VOLUMES (GAL) / <L)CW)<H)(7,48 GAL/CF) = DIKE CONTAINMENT VOLUME (GAL) R (TANK RADIUS) = 6.00 FT ' L (DIKE LENGTH) = 56.67 FT W (DIKE WIDTH) = 38.67 FT H (DIKE HEIGHT) = 2.75 FT TANK PADS TO BE LEVEL CL CL`�� ��•� r (DISH RADIUS) = 12.00 FT (TYPICAL) w w �� �� h (DISH HEIGHT) 1.69 FT CL 0 P I = 3. 141 10 0 ❑ v' ❑ F- T/DIKE WALL EL;= �� /• 0- DIKE CONTAINMENT VOLUME, w ❑ <56.67)(38.67)(2.75)(7,48 GAL/CF) = 45,078 GALAh C+) T/SLAB EL. = 0'-3/4' N VOLUME OF LARGEST TANK WITHIN DIKED AREA, = 20,000 GAL <-> TANK PAD DISPLACEMENT VOLUMEi r, (14.00 )(0,67)(7,48 GAL/CF)(6 PADS) - 5,894 GAL C-) a �! -j ¢'o J 1 TANK DISPLACEMENT VOLUMES ,. oil PUMP PAD � J C(1/3)(PI)(1.69 )((3)(12.00)-1,69)1(7,48 GAL/CF)(5 TANKS) 3,838 GALCL C-) I • I— a I 3 w - SLOPE SLOPE w SL❑PE T/SLAB LOCAL RAINFALL ALLOWANCE, 0 o T/SLAB SLOPE - TO SUMP EL=-O'-3/4' 25 YEAR FREQUENCY/24 HOUR DURATION .. EL=-O'-3/4' TO SUMP o 5015 TO SUMP TO SUMP RAINFALL = 11 INCHES ` (56,67)(38.67)(11/12)0 48 GAL/•CF) 15,026 GAL C-) TOTAL DISPLACEMENT VOLUME, 101-4` ., <20, 000 + 5,894 + 3,838 + 15,026) = 44,758 GAL <-) 5015 NET CONTAINMENT (EXCESS CAPACITY)i - (45, 078 - 44,�s8) 320 GAL ,�.,, • CL GENERAL N OTES w 1 THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO o v❑i ❑ �' f Q �' � Q �' SAFETY-KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE 0 ❑ r; p ,5015 v� o ��,� o OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY SAFETY-KLEEN OR AS.SAFETY-KLEEN MAY AGREE IN WRITING. 1. REFER TO.APPLICABLE GENERAL NOTES ON DRAWING 5011. 2. CONTRACTOR SHALL INSTALL OWNER FURNISHED i� S,S, FRAME AND LINER DESIGNATED FOR THE SUMP, CL 3, SLOPE CONCRETE SLAB TO SUMP AS SHOWN ON PLAN. TANK PADS MUST BE PERFECTLY LEVEL, T/SLAB SLOPE _ SLOPE _ TO SUMP -i - APE TO SUMP �, SLOPE TO SUMP T/SLAB EL=-O'-1-1/4' 4. ALL REBAR SHALL BE GRADE 60 BILLET STEEL EL--O'-1-1/4' = T❑ SUMP N — CONFORMING TO ASTM A-615; ALL REBAR SHALL BE EPDXY COATED, • 5. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3' FOR CONCRETE CAST AGAINST S❑IL, AND 2' FOR CONCRETE EXPOSED TO WEATHER, Q i I as Q < T/PAD <TYP.) �� EL.=O'-8' 6, TOP OF ALL EXPOSED CONCRETE WALLS SHALL BE Oil11 SCREEDED AND FINISHED PERFECTLY LEVEL w FOR PROPER ARCHITECTURAL APPEARANCE, 7. TANK FARM ELEVATIONS ARE RELATIVE, FINAL NGVD 29'-0' ELEVATIONS TO BE COORDINATED WITH SITE DRAWINGS. 4. BY E,R. BROWNELL AND ASSOCIATES, INC. T/ TANK FARM SUMP i EL=-O'-2' - '��SlIGC� c o n n o n A t•i o" -- - CL TANK FARM & SUMP CONSULTING ENGINEERS 4812 Santana Circlo • Columbia • MO 65203 • (314) 575-0260 . mp— TANK FARM PLANTANK 'FARM .NOR-m .. � SCALES 1/4' = 11-0' ; cf FOUNDATION PLAN o 0 S A.FETY�-- KLEEN CORP. p 777 BIG TIMBER ROAD ELGIN,ILLINOIS 60123 PHONE 708-697-8460 o SCALE BY CHKD P.E. R APP OP. APPR DATE ."" • - .; - 1/4" _ 1�--0" QuesTec NO. DESCRIPTION : BY CHK APPR DATE SERVICE CENTER LOCATION SC -DWG -REV NO. SHEET N.Q. rn i - REVISIONS MEDLEY, FL 316.301--5002-00 8 r- , 7 m 0 C) V u / 0 4 ! E v LO m 2 n E i T/SLAB ® PERIMETER (TYPICAL) T/SUMP T/CURB (TYPICAL) CL EL.=O'-8° EL.=O'-8" EL.=-0'-1" 1/2" T/SUM P STAINLESS STEAL ANGLES 25'-0" � � 1 2" EXPANSION JOINT _ l� SEE DETAIL 3 SLAB REINFORCEMENT - #5 REBAR ® 2,-2" 6" 6" O.C. EACH WAY (TYPICAL) pq r \ #5 REBAR CONT. ® CURB STEEL 2-#5 REBAR CONTINUOUS 2 #5 REBAR ®12" Q.C. 5003 ¢ I T/PAD „ GRATING v ° t c0 `a _ TANKFARM EL.=O 8 - (TYP. SECTION)C \ . r .T `\ \`` \ \ \ \ \ \ \ \ \ \ \ \ \ \ STAINLESS • STEEL LINER I -I ! I -III -III —I E—III-1 I - I I i i•i _ • • • ' • • • • ' • • • ' . ' . ' . ' • . • . S.S. N \ \ ♦ \ \ \ \ \ \ \ \ \ \ .\ \ \ n d - -•45; LINER g., 9,. 0 0 — 3,.=�Tf-1T1 T�I :III TiI-- _ _ _ _ > Tt=1Tr=r ---_ N= TT-�; ,,, MEN (1( Tl�Tf-f 11={� I --I I�-I I l-III-I =1 11=1 I !-I 11=; I TI f-II 1T I G I I {= 1 TI=1_I'_-I I f-I I f=l ! i =III•-�Ll-I -MMC=^l�- j��'TI-T iTl-11 I11-i (I-IT-IT_lI I !11 Imo,! 11 I i I nlI f I.nl I1 I f I -I I H_T_I -aTi= l-ITI Try 3 c R; J \\ IIil1=l T�-I�I T�I-i--TIC=I�-I� TI_I-T TiI-�I. ter- _ _ �- \ STUD ANCHORS (TYPICAL) -! -jI��II,ITI�,T l=�T 1Tf�TI f I (I lT='T_-1 I 1=1 . • ' ° = Tr !=1=•� I I=1 I 1=��I=T 1,= \\ a T/SLAB ' =III=1, . 12„ ITI_=!7I-1Tf-I_ I_ l ff i= I !=1 I I-1► I ? I I -I I . ' \ \ ` �� _-!IT.�TI-I- =I , � i l � �I=1TI B/SUMP I� -_! 11=fT=lTI= \ \ EL.=O'-0" TO -0'-2" i I 8" COMPACTED LIMEROCK BASE OVER STRUCTURAL FILL EL.=-3'-1" -! �!_ !! i!� � `J! � p NOTEr SUMP RIM ASSEMBLY INCLUDING GRATING IS SUPPLIED -DTI II�=�I!-TT=DTI �IT!-IL�J- (SEE NOTE 5, THIS DRAWING) III-I(r -1TI-T T-III 5 REBAR ®12" O.C. BY S-K; COMPLETELY FABRICATED, ASSEMBLED AND aREADY FOR INSTALLATION. WELDS ARE SHOWN FOR l:-I ilk I N 11=i I-!7 ,. I !=1 , EACH WAY I I , I 1 -0 2'-0 1 -8 L-J -! II I=M=!!!=1 ' M- INFORMATLON PURPOSES ONLY. FORM IN CONCRETE SUMP AS SHOWN. != ;III T= III- 4'-8" �IfIT I L�� TRUCK STATION,' SUMP RIM DETAIL -II'- ►IIi��II IIG��III! I�ITT Ilhj1_L 5003 SCALE: 3" _ 1'-O" �--• 1 TRUCK STATION SLAB AND SUMP SECTION SCALE: 1/2" = 1'--0" �O3 - T/SLAB @ PERIMETER T/CURB EL.=O'-8,. EL.=O'-8" 80'-0" x w T/SLAB 40 -0" TRUCK STATION AND SUMP 40'-0" ~' 6' ¢ ;n EL.=VARIES , > ca - `° GENERAL NOTES 12' THICKENED EDGE �Q • , THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO (TYPICAL 3 SIDES) . — — — - — ._ — — — _ — — — —� Tt� } ��•' � ' '� •_ SAFETY-KLEEN CORPORATION. :ANY REPRODUCTION, DISCLOSURE. — — — — — — — — — -� , • ENM OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY I12 1!1`°=.1 -L 1 SAFETY-KLEEN OR AS SAFETY-KLEEN MAY AGREE IN WRITING, I Ir:. I L I 11(=_I `1=III=!II=-,_ il-TII-T--II!=!T i_II 1. REFER TO APPLICABLE GENERAL NOTES ON 1�- =�f-1 I I-t l 1 -III' �I--L! �J DRAWINGS 5011 AND 5002. I I .1 �IE-O�T ! n..T11 1 i mi,2. CONTRACTOR SHALL INSTALL OWNER FURNISHED II ITi I TI 11 [17 S.S. FRAME AND LINER DESIGNATED FOR THE SUMP. 0 o NOTEI FOR STEEL REINFORCEMENT S O I ` ��' ) SEE SECTION 1, THIS DWG. 3. SLOPE CONCRETE SLAB TO SUMP AS SHOWN pF 9 ON PLAN. 04ge P 4 ( R U C K STATION CURB DETAIL, 4, TRUCK STATION ELEVATIONS ARE RELATIVE. FINAL NGVD ' ?'0 � 5 ( 1/2' .1'-Q' ELEVATIONS TO BE COORDINATED WITH SITE DRAWINGS 5003 BY E.R. BROWNELL AND ASSOCIATES, INC. \ �A 9' I S�P� 5. REFER TO SOILS REPORT BY SCHWEBKE-SHISKIN AND of ( (�Yp �pe� I ASSOCIATES, INC, DATED 9/10/91 FAR RECOMMENDATIONS N I /cq�i S AND SPECIFICATIONS REGARDING STRUCTURAL FILL AND LIMEROCK BASE. I I CONTAINMENT CALCULATIONS I _ ' � 6'-0' I 6'-0' 10'-0' 10'-0' 12'-0' 12-0 ADJCINING WALL TRUCK STATION SLOPED CONCRETE SLAB)- OR SLAB NOTE: SUMP CONTAINMENT NEGLIGIBLE , STEEL BUMPER POST l I FILL JOINT FLUSH WITH FORMULA USED: I SLOPE --'-' (TYPICAL 6 PLACES) I POLYURETHANE CAULK (1/3)(L)(W)(H)(7.48 GALLONS/CUBIC FOOT) T I SEE DETAIL 2, DWG. 7013 `/ _ •� _ ^�_ - _� L _ -- - -`� - - -' J, _ L lt 1/2' JOINT ^ 800 ,_» CLl ( c+1 -1 - a I W - 19 6 SLOPE u �i D 1 1" 2'-2" I T/CONCRETE H= 0 -9» 10 TOTAL CONTAINMENT: ------ 5/8' DIA. SONOFOAM BACKER R011 (1/3)(80.0)(19.5)(.75)(7.48 GAL/CF) 2917 GAL' F- EPDXY CEMENT TO CONCRETE -+ N T/SUMP 1 T/CURB (TYPICAL) 4 4�.���� _r, 1/2' EXPANSION JOINT EL.=-O'-1" 5003 EL.=O'-8" SOQ3 FILLER MATERIAL CONSULTING ENGINEERS 4812 Santana Circle Columblo MO 65203 • (314) 875-0260 / , ` • QEXP�AN SICIN JC)INT DETAIL NCI SCALE TITLE TRUCK STATION / FOUNDATION PLAN, . SECTIONS .AND DETAILS • n SAFETY- KLEEN CORP. 0 777 BIG TIMBER 'ROAD ELGIN, ILLINOIS 60123 PHONE 708,697-8460 TRUCK STATION PLAN SCALE BY CHKD P.E. APPR pP. APPR DATE ., , n >: SCALE: 1 .4 _ 1 - 0 AS SHOWN QuesTec 9-27 NORTH NO. DESCRIPTION BY I CHK APPR DATE SERVICE CENTER LOCATION SC -DWG -REV N0. SHEET NO rnwn REvIsloNs MEDLEY, FL 316301-5003=-00 1.0 o - - „ I CL LO 00 0 i 0 ,I- 0 in N r. PUMP TO BE MOUNTED ON WALL 2" MINERAL SPIRITS LINE 30" NOM. ABOVE DOCK. ( ) FROM 105' CLEAN MINERAL SPIRTS PROVIDE STURDY ANGLE IRON FRAME, TANK, SEE DWG. 2000. VIBRATION ELEMINATORS &FASTENERS. DOCK PLATE SUPPLIED BY S-K _ FIELD FABRICATE AS REQUIRED. - ' INSTALLED BY CONTRACTOR 3 SEE DWG 6501 FOR LOCATION �- 2 / (FOR FOLDED BACK POSITDN STORAGE & INSTALLATION) A I A �! 2" CLEAN MINERAL 2" MINERAL SPIRITS LINE TO WASTE MINERAL SPIRTSA A SPIRITS LINE TANK, SEE DWG. 2000. I / / �, 2 WASTE MINERAL SPIRITS LINE 2 2 RETURN/FILL STEEL DOCK. t i CAP FOR FUTURE DRUM WASHER, 2, 2 TYPICAL 1 \� < . 2 j ,% SEE PUMP PIPING �\ �`.\ / I DETAIL THIS SHEET I EDGE OF 105 CLEAN MINERAL SPIRITS e� UP TO DISPENSING TREE LINE RETURN/FILL RETURN/FILL STEEL DOCK ( AREA STEEL / ( DOCK�� FOLDED FOWARD POSITION �� ► / �`. FUTURE 2' �� 2•" (FOR TRUCK LOADING) I /� DRUM WASHER, �� HINGE PLATE TYPICAL OF 2 I AFRONT I tee\ FACE OF DOCK Z' DOCK PLATE — INSTALLATION SEE R/F SUMP PIT DETAIL SCALE PIPING DETAIL, DWG, 2015 (TYPICAL OF 2) � 105' CLEAN MINERAL SPIRITS LINE TO T❑ DISPENSING TREES 2,a 2" 1/4' THK, DIAMOND TREAD STEEL PLATE PARTIAL RAF MINERAL SPIRITS PIPING SCHEMATIC SUMP PIT Anb-i-F SUMP PIT •-OA SCALE, NONE 3 -0 ' 1/2' STEEL ROD HANDLE CTYPJ� 5 5 --Owl 106 A6 GENERAL NOTES f THIS DRAWING CONTAINS INFORMATION PROPRIETARY .TO SAFETY-KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE ; OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY f EDGE OF SAFETY-KLEEN OR AS SAFETY-KLEEN MAY AGREE IN . WRITING. , RETURN/FILL , o O A AREA STEELI 1. ALL PIPE JOINT CONNECTIONS TO BE WELDED. iv I i DOCK TREADS ON A2MINERAL SPIRITS LINES TO BE SUPPORTED UP HIGH THIS SIDE ON WALL WITH UNISTRUT, OR EQUAL, 1/2` SCHED. 80 PIPE (TOP) O 3, RETURN/FILL DOCK PENETRATION, SEE DRAWING 2015 FOR DRUM WAHSER PIPING DETAILS. S.W.I.C. DRUM WASHER 2" (TYPICAL OF 2) ( A5,'SEE MINERAL SPIRITS DISPENSER TREE INSTALLATION PLATE -� TOP VIEW DOCK PLATE '-' END VIEW I SUPPLIED BY S—KDOCK I DETAIL, DWG. 2002. INSTALLED BY CONTRACTOR N❑ SCALE NO SCALE SEE DETAILDWG. I PIPING SHALL BE RUN AT SAME ELEVATION AS DRUM WASHER DIRTY MINERAL SPIRITS PIPE OUTLET. 1/2' DIA. STL. ROD PIPE SUPPORT, 8' O.C. MAX. (TYPICAL WHERE SHOWN) I A7.FLOAT SWITCH TO BE INSTALLED IN THIS DRUM WASHER ONLY, FOR PIVOTS ( SEE PIPE SUPPORT I DETAIL 1, DWG. 2000, I 8, ALL CHANGES IN DIRECTION OF ALL WASTE PIPING SHALL BE MADE WITH 2-•45' ELBOWS OR LONG RADIUS 90'S, 5/8' DIA HOLE (2 PLACES) 9, ALL PARTS W/ S-K PART NCI, SUPPLIED BY SAFETY 10 ' a KLEEN FOR CONTRACTOR INSTALLATION. I I 10 AUP TO SINGLENOZZEL DISPENSING TREE. Lo I I AUP o 1/4' STEEL TO DOUBLE NOZZEL .DISPENSING TREE;; Q HINGE PLATE � DRILL 2-5/8" DIA. HOLES IN FRONT FACE OF DOCK AND r-, - � 6 3/4 2 �-0� HINGE PLATE — END VIEW BOLT �LOCKWLY OASHERS. DOCK ISE NUTS, AND UFLAT WASHERBOLTS, 3'-1 1/2' NO SCALE BETWEEN NUT/LOCKWASHERS AND DOCK. HINGE PLATE • FRONT VIEW o" RETURN FILL AREA MINERAL. SPIRITS PIPING PLAN N RT1i CVRP DRAT a9M NO SCALE - SCALE:. 1/4" = 1'-0" CONSULTING ENGINEERS ' I i 4812 Santana Circle . Columbia MO 65203 . (314) 875-0260 2' 2' 2' 2' 1 1/2.' 1 1/2' 21--� 24, TO WASTE MINERAL SPIRITS � I N,❑, -�— cl FROM ( O O STORAGE TANK DRUMWASHER O 1 5 o O o N E 0 0 WASTE MINERAL SPIRITS PUMP PIPING DETAIL SCALE, NONE rn 00 1 o ' EQUIPMENT/FIXTURE SCHEDULE MARK SIZE DESCRIPTION SK PART NO, 0 21 2r BRONZE CHECK VALVE- 5288 MORRISON BROS, FIG, 246-A 2 2' 2' DUMPSTER HOSE ASSEMBLY 5234 3U 2 2' MARL❑W SUCTION STRAINER ASSEMBLY- 5313 MODEL 2B1OX W/STAINLESS STEEL BASKET W/#10 PERFORATIONS - 0 1 1/2' 1 1/2' MARLOW PUMP' 1 1/2 HR49EC, 5330 SINGLE PHASE, EXPLOSION PROOF,, BUNA FITTED, SELF PRIMING CENTRIFUGAL. 5� 2' . 2' BRONZE GATE VALVE MORRISON BROS, 5236 FIG. 235 rtcvl iuiv5 iwwLL_I , :. SS I ,, Y - „, .,. ;... ,. .. % - _ _. ., ,- r. _ , - - _. , , ,,. __ __ . - ;,, -,, : -_ _% . ., ,.- - yy , , b i , .. _ .. -, .; _ . . - , .. _. .. � , .. ,. - .., - • `- - }': . Y - -. , . - " .. - �I I -I II I `II— -- 11I %", : I. , , r, ,, EQUIPMENT SCHEDULE . . - MARK PART DESCRIPTION SK' PART ,, i` REMARKS _, - . , .. O 3" THREADED BRASS PRESSURE/VACUUM VENT, 5339 &�:.�, . 2oz. ressure/1 oz. vacuum) P ' Q- 3" FLANGED DUCTILE IRON BALL VALVE LOCKING, TYPE . � . . I � 3" FLANGED DUCTILE IRON EXTERNAL EMERGENCY VALVE _ I � � I I I - �&,t. � t �: ,�,�, - :rf �, �, --��,-� 11 I L/ U IB LINK 160' F UJI TH F S L E ( ) .. • DIKE WALL 2" FLANGED DUCTILE IRON BALL VALVE - % : I , I. , �" -�I-1: -,1, -.I..I I.i12.I1 �I,II- . , ��-:- O . II (/ . I. -;I 11 , ,-� .. ,� -.�: �- �-II,-� m I- I 0 " 2 PUMP, 2Q EVP, 10A, 1 HP EXPLOSION PROOF 5240 . Z1 ,�� �e s - , ,. ", �I.I I7. �'II �,�'.I1 ,�i, %',,"o,II- : t. I.! MOTOR W/JUNCTION BOX, VITTON FITTED 1. ,• ;I .. :-, -�1: �,­� 1-I . .I\ O 9 ( -0. FLOWN -l-- O-____.__-___._____. 10 -__—___,-__--_ - -- --- I � .. �I I .I �-I Q. 6 3" FLANGED DUCTILE IRON SWING CHECK VALVE _ I 1 1 �. 1.1 I..I-12:: Z�I,�11.—�,I .I-�,,, - d �% i� 1 I lI�' , I '- ''. � 't';I �, %",., �.� I.�-, II ,1 .. ffI —� 2" 90' ELBOW -+w " 0 S' FLANGED ALUMINUM CAMLOC QUICK COUPLING WITH 'CHAIN � . . I. 1 D II, .I -1 I� -III � I, I:.:- '� I� 1- -.I-I�I',-. ,.-I-I�. .IIl�," I � �- 3 CAP AND �- :1 „ 2 -��II / / _, _ . I I I I.� I ', 1I l I .1-�I . r� - ACCESS CONTAINER A 1 8 O TANK GAUGE _ SEE .INSTALLATION DETAILS - 1 ' - , " -I," 1, '0, ,� -I�- - I ON DRAWING #2025 . I�I-�1 III�.� I ��- . , I1 �,,:� . -I �- O2" FLANGED ,DUCTILE IRON LINE STRAINER WITH TOP ' S.S. CAGE AND BASKET & , . ,, ": 1I :x �I, '.,� , 4,� 7-II . CLEAN OUT (' 20 MESH )" . , -. �I I . I, �:":I II PUMP PAD --1- W. 10 O 2" FLANGED DUCTILE IRON BACK PRESSURE VALVE - 12 PSI SPRING SETTING 1 ,I �I.I1 1, -, I1 ::" , � J- , -,.- :: ,-: %", t, ,� �II. 1I11 I-"1 ,-.�I1, , ,I a -I -I'.1 m �' , p o s VERTICAL TYPE 15 PSI OPEN . ( ) , :� 1II -II1. -I-,�i"- ,�-- - Q 1 II p 0 D 1 ' TANK' FARM SLAB q° I���.�.I > rz � < Z V) i- I .I . , - I 1 " - t � � :�- 1,- e,1 I- �� I1 :, -. 1�I�1 �:� :�" IR-I 0 I �.17 W¢Q . I � I I �—, �, It,� �II. ��.t�—..1,�-II ,I.,I, ..� I11 . . o n 1 1.\ a 0ww 1 I _- ,1�.- ,.1 L,:I :II.�I I.II —.I I I! I. . r � o?Q ; .I .I I� � �.I I I. . I, -, -I,II L-1 I�,1 III1 ,� �.1, I,.1I:�� :1:.,, 1.�1�%-� II1��:- . �. . , I I � I.I I; �� .. --,, .—..%I1 . I . CLEAN S L V E N T PUMP PIPING DETAILS I . ACCESS CONTAINER PIPING DETAIL . 1L-.-I-1' . , ,II� I .I- t'- ..II �I� I,'% I'- `' —� 2 SCALE, NONE I I ' ,, 'I ,.I, ��,." ,,:.I SCALEI NONE . �lII .".�' � �� �, .I.I . ,- . . .. ..I0 .I � . � , F . II I./. . , � . - I� .1 . - �I I - I 11 I , -�I � , - . I - . I..I 11;1, ,I I "I :.I :I,� ,�-I -I� 'I �t,lI ,.0. -I �1,:, �.I.' I.�1,-� II�1— I-,�� ' " :�: al . . . I . . '.. . I " -. .-�.�- :� � I e . - , .� I' �1I .1,- II� I1. .,:1�� -'I;l,, �:�:J-� I- I1 ;--,— -I� I"—,.1�,� I.. (., II,;.,- ' , I. I I . 1 I � -. ., .I, �II,,,:I IIJ-z I,I _ ' . I 1- I I I� -"' �t", �-t .I�II I n -ii, I1'1 l', I :1 4...-Q.. 'I 'I 11, 7.1.1 �I � II . . I ., I. .I I�-"1�I j -,I I � �- I . I I � I, .I I .1I � _ 1 , 1 1I� ��,.',� I- I� -I t.: I, .'. 1.,.I -.-,�' �-.- %.%1"-: .Ij,, I.I'I ..,, -. 1 � - —- -— - ------�-- I I I I rrIIIII -lII I=- . ° I . I I • I I i i I . I I I I I I I I II I I II I I I I �.. . ' . .II . I,� . . -�- 4 I. I I� I 1 , I -' . �, I , ' I I . y �-� . 1. - �� ,. . �%'I , t II . III �I I �I . 1,% � Ie�1,I � . �1 "� . , .II�,I�� I":�I �� .t .'.. �' I, '1, "1I,. �:I-I I�I �11I.�� II �":.. II. '�'­ .. 1-,j, I:4 I�11 I1��,;,,-I I1II I � . I ,-�--�.,: . D I. CLEAN MINERAL SPIRITS IIIII IIIFII I I I i STORAGE TANK i I : . . � , . .I1��. -�'-t�- I I,1I'�,Il � I 1Ii 1 11I :1 1 ItI 1IL" I� . II -7 ..�I I' II�,�- I,� fI 1---I� �,�II.� ,��.� .,�..1 :�t I-rI STORAGE TANK A I III I I I .1 . � GENERAL NOTES :,I1 — .I -, 1I —I. ,­ —,I`,: ��1l �t.,,1 I I ,,I 4� THIS DRAWING CONTAINS INFORMATION •PROPRIETARY °TO II �, II ,I—V.- .-j-1 I IIIII SAFETY-KLEEN CORPORATION. ANY REPRODUCTION, DISCLOSURE ` II OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT BY �1 �I-- -, I .lI .-II . I,II. SAFETY-KLEEN OR AS SAFETY-KLEEN MAY AGREE IN WRITING. : �- I . - �I- 1',�: -,.�,.,,� �:I.,�I I�� I ' ... I I 3"x3"x2" IfI TEE II I SEE DETAIL 2 � -.`�I� _--.��-�tI -g'.1�1�, I �I:: � L 1 SUPPLIED BY SAFETY-KLEEN ' I , :. .-.. , , � - I ,- 1I" -- -,1 .��: 1'I,, 'I -I.-�1 �1�- ,I�-2; ,. .e �I1 � - - . . I . TANK PAD _ j S SEE DETAIL 1 I I THIS SHEET i n1. III, _I THIS SHEET / ® .�.II - . . - - _ _ - . _ I- I.,'Y, 'IIII Ii: .--I.I I-tf,,.I1,I 'I' i . 1I � I I I', 1I .I- a -�- . _, 21- -� �. II :- --,�I.II_,- ,'- -I,'.� �", j.- �-,­' . . TANKFARM FLOOR 0lI OO I I -W* -- FLOW 3" I ACCESS CONTAINER �__. o R P o R T N cONSUL71Nc ENGINEERS , '-,I, �-,II � , . - ��� :I 1I ,� �I. ,- —, .1I,' ., . I . . nr.. . �� �-- " ��_ �� 2 I r� - I I •-• .,. -I .� TRUCK STATION .1I , I � 4812 Santana Circle . Columbia • M0 65203 • .(314) 875-0260 -�1 .1 . ��I I� �, -. -.- '-I.., -II�I-. �I,�.FI,:. ,.�-�I ,:,.. :; I }, `'" o,. I A(� JI " - 1 ' :.�1 , I 4:1 ,1r, �' . �., 1- -.I­' �'.�1��% .� :�: -', :-I1 1, ,:- z�� t�I �,.trI 1-,: I-�,_- '. �1 I 1,--w 1- ':.1 I-�'­,, .'- ,,.'I.'. �.." : � , ' I:-.1 II. '1F I I I TO R/F ARENA I II - I . . ..... -I .. -. —� , � ,.I- :.. ..-.I - -- ----- .-- --I ..' . . . • ' • I. . . . ,' • ,� ,. . . - - I I. --- I- ,' • . . • \ . . .'I I. ..\ /� ,— �-.I. .OI.. I I - I ' s . ,. . • ..' ) L.,. � , �- - -. ,.I'1 �.II ',-,I, ,1:.II ,�II ��,I ,I �,-tII %1I ,III� � �. , � , :,, i ��1 I1 t1 1�.', .,I ,,-- I ��,-: :. , . 1 t TITLE 1 ,-I - ", f� a� :�' I,I�, �_�,1,�It ',;-- ,.-,,1 �-,I� t-I,, �.�, �. ,, �, ,, --�I1 �,� I. �, ,.� ,,,� :1' \. PIPING SHOWN DROPPED 90' .I FOR CLARITY. I . 1 :''I �, ��-, ', --'� --.z-I II 00t0-,-r-.E!-Ij- .-_--II .Q .-II I II. I II I� . TANK I,. 1 ; FARM / CLEAN ;I� -,� D I � _ - ,I.. . MINERAL PIPING DETAILS ,,,, 'f .%. . r I.� 11 ,SPIRITS :I.1II.-,- 1� ._ —. ,1 '-�—'1- RTIAL.TANK FARM PIPING ELEVATION PA . TYPICAL II . . I,� I-t .II. -:"�'- ,'�-,I� -,I:, �� ,,,�,11-.1II - �—,1 , —,�.1_� , :- , � ', _—, ,-,� �I I—,,1 �—"1 '1­� ,. ,.1't� ,,�' .�" . 0 N CSEE TANK FARM PIPING PLAN FOR ACTUAL PIPING ROUTINGS. > I III I. I I I SCALE, NONE I I I �� . . _sSAFETY- '.I ,."1�': ��1. ­r ­ _ � , : — i 11 ,I, z ,— �" KLEEN CORP. �,I : .' -1 ��-- �, F.- _�� I.1, - ' . I �4- �� .:I , _ .,.-"— - ,; _i, ,�— I. — " ' -I ,, '� ,�. a a . .. r III .1 �-�- 777 BIG TIMBER ROAD " ELGIN, ILLINGIS 60123 PHONE 708 697-8460 ; ,' , 1� I, 0 . I I-:. f,.1 ,I ���--��, I - .: �. I �; � I% 11� I . :II . . SCALE . BY CHKD 1I,-II P:E.. APPR; ,! � L OP. APPR : :. `"'I DATE ;:.. ,�,1,::—I�3 . I0 -I. . I . 1I, NONE QuesTec '' ,- <.:: -",I ,,II-: 1-t� 1I�-,I e,.I ,. I . . �, "9 ;.271 91 'Iv�:� . .— . I NO. -` DESCRIPTION BY. CHK APPR DATE SERVICE> CENTER LOCATION � -�I -� ;. ' SG- 603—RFY "NQ.' - " ` , `. SMEET:; fJO 1, .'-: 1. _ ', , .� rn l .. II. ��I�I.I .. �. I ..I = REVISIONS - ,; MEDLEY, ; FL .1I 1I:1II�-­, 'I ,:II .1� � ,, ,, - --,. �� 3f 0301 -2010 04 ,1I ,,­ � . -: -�, -� ,- �,:�. -%,��­. 1�1-. - � �.- tt I ' s40'.: �-; i� .. .I I: o . .. ,. ,. , :-- : ' 1 „ I � I I .. _ . . -�. -�.I" �1�q :--I,1-I1"I �� ,. -� "' "I ,I1:., .� %.n��,,4- ,11 �I� -.1, ��I�I _ . - t- - ,, � '_ -, L " t- - , , - . - - _.... ... - .' . . +1 d .., .. .. . „ . , SCHEDULE EQUIPMENT . MARK PART DESCRIPTION PART REMARKS 1 �, Q3" THREADED BRASS PRESSURE/VACUUM VENT. (2oz, az, vacuum) 533g 1- pressure/1 CENTER LINE ❑F VERTICAL ST❑RAGE TANK, PIPE SUPP❑RT, I 2" PIPING FROM WASTE MINERAL SPIRITS PUMP ._ --, - . . FIELD TACK WELD � /III4" O 3 FLANGED DUCTILE IRON BALL VALVE, -. _1 LOCKING TYPE - : , _� � ;1, ._ _. �'' ,: ]� 1:, �.�� ­. _1 1Il,;� - . , , ­ _, � ' ,J..�,:; 1. �1 ,;1- �� -, �_--1.I: �,�"._-�: ,-1:��, " �1, . , "­�,,- :1-,j."1 AND VERTICAL PIPE RUN -. ..I I.. � I I�� I" .Ir� -�' . , .I '.-� .�1� ��' -.� -1III �- !� � � � ,_ ,:-.I -, I�' ', l" --.� ­_�, . - 4 \. . / I �: \"I. I*I� - 3" FLANGED DUCTILE IRON_ EXTERNAL EMERGENCY VALVE IJ _ � � , I . : � • 1 ,'�, �, _1����� ���, :' ,;� -.I .I1.I ,-I, 1�1­­1 �N-,I. :I1 � � iI � .�1, --,I�1 _.'�I��- � , : ,- �-;��: -. �;, .r ..I. NTH FUSIBLE LINK (160' F) I. I� 11I , ,� ,, �I,� ,­, ,.� ��1 I 1, .�1�-,_-;1 11,­i,l ' �j�-:I ... 11..111.11111.I _, _. .._ . I.( �I I II.I I . ' . . �.� I�. � �. a I 3/8" THREADED BRASS AUTOMATIC VACUUM I BREAKER .. I I I 5236. 1I� IIII I:1 .� ; , jc'1 ,;, , ' 1,I'� I/M ,I 1. ,.�I I:- ,, 1l­11 �I�Ii II: II.,, .� __:�., , ', - �:. ,�, I,: ,;�;� ,I�� '1',� 1'I,� ,�,,.� -I1I�'--, 1­I: 1�"'�:: 11�_,.�-,,, ..,' I:;���: �: ,� ,, :" �, ,��_"� �, _-,1, .,1 �.,'� ,1r I \ I I 3" TO 2" FLANGED I I I.1 I . �. 53" Q II I �I FLANGED DUCTILE IRON SWING CHECK VALVE ��. _ I , . ; . I �� ��i I 1 -1 �� �i -I -Iw-I� �I, �1�1 I.:I'.--" �.I.I _ : II - , 1- 11�, � _, �, k�1.:� �I ,� .�. r_i ;��I:�; "� ".:. ,�1 ,I-1,' ,�. '1.�-: 1�� _., , ;� -, ��'.'I, -,:, ,1�� 's I�;';I \ /m. / FIELD WELD SOLID TO SIDE REDUCER I .I. I _ I.1, : . I '., ;� _1 I,, I�- _II I ,I ' � ,,.1_',�"�"1 '. ," I��I 'I "! . ,, ,, OF TANK (TYPICAL) 6 0 3" FLANGED ALUMINUM CAMLOC QUICK COUPLING WITH `- 1 �I " , : � �1 I� ,- ,I�1 1,. -,"I:: _ ,l-lI ,� _, �_,:I \ OUTSIDE ❑F VERTICAL \ _ _ - / 1 1 /2" x 1- 1 /2" x 1 /4" BLACK I III II� . I I �1 .. ...1 , I.II .I—� CAP AND CHAIN I. - I 1.I . 11 ,� ETAILD ,1 II .I ,: �I .�II .II ::�� .,��:�'�I,.1II -�,-� :' ,­I�1 �DI:�,�� , - ­:. , :I' I ., .,,: ��' �:. ,I1'�' �_�jI�� : � �� ,,;1,.,e �1,- STORAGE TANK . \ = Q _ = / ANGLE (TYPICAL) � ./ TANK GAUGE .,1- - I LO� DRAWANGA Q2S ��_ ,��":� . ,- ' � �� .­ .I �� ­� �_" .�.�11. t t-1N I.I . I .. ,ONE I I _ - � 1 ,I ��:�, -I,,, ,I11._� �""�_�,,,,1, .- \ 606 _ - _ :1, - _ / 60° I..,I I, , TANK ROOF II- II . I- I .I _ �� I � - � "� - , I 1":, ,. , 1-1� I � " `. '�" �I I� I�',I -I e" �,_�-oi .1..1� .,,�.- 1I", :,_ .,� II%1 .� 1,�,,� I1,-1 ��,II. 1I.�,,,',�� �I.�,I �11., 1�.�;�' �.II,1I " ; -�-� ,I �"I ,.�,I \ .,. / ` , �I I� 11 I . .I I . I "" _I .-� ", ,I �I_� �I _�, ,:, l- ,1 �,, 1,l_1,., 1I I,I -.�I,1 �,.,,, -I,1I, ­0II- I1;.,, II,1�I., ��. ,�_�, �-,, :—' ,,�: .'�4 . \�\ \I\"�I� r I I I �� �1�_1 , _� ._ -�,, ­1.: �,-,�,II.. ­1II1"..:. I.I� _ �" ,I� 1If ,. -7_\ -- \_j , . ',� �I.> \_,_ \I" , ' \ \_\.\ 1,��I_��i���_�_�—.\�� ,_\ XI 11\ 1..F\ * ', "-". 7 / —7 —I \ . I, . II . ... 1 ,I ­ � I- - � ., ,1- 'I �1 ,� II I�' :I% .,1 I� 'I :� ,1'�, .�,, ��I. I��_"' �J�_,I .��I1 .l, .�I �;,:I�- ::� ." :: � � _1i3 _ ''I'�ll 11I = 3/8'xl 1/2`x6' LONG BAR STOCK _ �I 0 0 ' r- -� I . .II � � � � � ��� 1 ,I,� �I ­1., " —I 1, II- -� I1�,� .-I,� -: "�-�I _1,,i_I ',�1.1,1 ,,�'1, ."1I1I' 1-1�. ,,"I� WELD SOLID TO BAR ,': - - I7I.. ( '1.*. . -� I - 1 . : - � I . I - I . - - � ;-�I .�I �_� ,�,i,� I, i. ,� II :".,, -1: ,,�1, 1��­ II_:,i �;��t:. I1� .I�,. �I1- ,.,I�I I -" I1 z-;I �"1�,1 STOCK (TYPICAL) :11I , VERTICAL PIPE RUN II 7 , 1 -1 � �. 1 - 1�,­ I' 11.,� -.-. I ,. �: .I �1. I .,­ _11 -I �"� ,I,, ,� .-1I I.­� ',�1 '' "I,', -I 'f1�"� -II�1I�.I.�,I_�'1',I- I1 :.I,,�-� �� I.I .�1 , , - ­1", 1�,,� :1,%�. I_I, DRILL APPROPRIATE DIA, HOLE FOR 'U' BOLT (TYPICAL) 2" PIPING FOR WASTE MINERAL 'SPIRITS DISCHARGE ° (3) 3/$" HOLES WITHIN 11 II.� .II �, .; � � - . � ­ I . . , � 1 . , � I :­ , �1 .� ,., I I I� � I , I. I. :, �� ',1 I� .1� :. ,1,�" �I II.. ,�, :�. �I­,: .":. I�I' I�1 ".,1:,-., �'- ­I.�� .1-.. ., _:-�.� _:�:�,,�I 1�1�.I. '1�I-�,1,I�- ­11.,., ..I�1II ',' �,,I­ ,7, ,, �I �', .1," ,�", ::1�I :i­�, INTO STORAGE TANK, � 1 FROM STORAGE TANK I ­ � : I : � I - ,1, :.'�� ,, " ,I "1 �� �:II,.-: �1,:�I,, ,,I 1� ,­, I,1: �,'�.1 ,� :11 -1,-, IC, NOTE: PIPING TO BE TOP TO BREAK SIPHONING �I III , I � ,�� I .1 l - � , - . ,, �- :�,I ,�,� �1 I� 1,1 -� I:I�' 1 �1. 1,,� 1," 1Il,�_I. '_1�, 'NAVC❑' MODEL NO. BE-101 WITHIN 24" OF STOARGE I . � . - � : I , I I"�I 1. II- I" .. .- �I".. .I �_ :.11�: �I1I ,,,, 1�I.I­� �I 1:-I ,­I� ".1­:1,1I, 1I1 .;��- . � I� ;",��, �-: STANDARD 'U'-BOLT WITH NUTS TANK BOTTOM , I , m ,, . I �� ,I .I V� '�I­., OR APPROVED EQUAL, SIZED FOR I. � I.II�. � , 1­� �, I _. , I�- -I :1 �I �� I:�. ..� ,11 �;:1_.I�1 . APPR❑PRIATE PIPE SIZE. D❑ NOT I"I I �. I., _, � , , : p-.�,1I,1.tII - -'' I�- �1 .� �� .`1­ .'I��1� 1�",_ !-.1"",'—I, �, '�� I, ,1� -1',_ I.. �1�,_ TIGHTEN TO PIPE - ALLOW , If, .1 ,, III �­1I­ _. FOR PIPE MOVEMENT. I I 1, : I 1 ,"I I I-, ' 11­�,.­,1�" I, ., " I. .Ir I,,_ �: ,� �I�,,,,I ��",�1 .�. 'II- i�­�,�I �1Iv �.I1I .'.1�,�� ! �. :I �.� TANK DOME PIPING PENETRATION DETAIL I : I:11I �� �. : 1r� ���, �I, I�, —I ­� ,�' I� "1 1e 02 ,1-I,­, I1 ,1 ,,.�­,�,� III -I�.'� 1-::�,.., ! ­.: VERTICAL PIPE SUPPORT DE TAIL 2 . 1­,'�..�I�� I 1­ I ­ , 1 . ­� , � 1. . I� ­ ��,,I 1I �I .II:1 .,II ���I �' �_ ,�,..-, —.� ::I11:' ' '1. ",�.,- �Ij�. - *NOTE: SIMLLAR DETAIL TO BE USED FOR SUPPORTING PIPE RUNS ACROSS TANK TOPS• SCALE: NONE scaLE, NaNE . �� I1 � � , _­ , :I I . , � � " I : - .� -1. �.,I .�:I. �: I.- _I -�.t" .,,, ,�; I�� "� I,I-, -�I .,.� ;1-� I"��,­ .�,.� lI:� ,,�­ II_� ,�III1 �I,� �.�:�I� �I�, I:� , -I " �I ,I 1,'1, :II- ,L,,� *NOTE: PAINT "U"—BOLT &NUTS, BARSTOCK, &ANGLES PER TANK PAINTING SPECS. I I � .. II . ./ � I I � .I ��- . II I .. �.I II ,,I,I��:1� . I 1, : 1 . � I � �-I ; '� : _ 1 � ,� �, , I � �" I I .1 , � . I . 1,. 1 ; ­ ,':I I I .1 ,� . I ­ 1' 1 1,� -� - ',� �,, .I�I m I - :. � ,_— . 1 . 1... ,:� I,-,I�" �11 :-� I. -I I1 ..� ­:�1 1;� .1I,I II ,�I ,.�,*,I.-�_1.�­,I, -I II 1I ," �I I,� i. 1,- -�. �,1 .I� �1�I�11�;-:': �_I 1. 'I.1 ­1 %,1I .I., :_­�,, ,I.. III '�1 1:� 1r :�I I1-I. I�II,1 �l�I1�, :1;1­I _j'::,­. �..,I ,. 1.I.- '_I ,: �I1-I ��,'. ��1,I, .,.�­ -1.I, 1I.I-.II. :111�`_, I1 ,�j,",�,- 1I­- .:�,' _1II ,1I.---" .IM�` ,II,II �1. ­ ,-, ­ �� ,., - _ 1�I. �: 1,:t,, _c -�,�.� .1�1 .II,". :,11"�I, I I � I-. .I .. �. .� I . . I II ­ I , 4 , . -, I ." 1, . I 1 , �. ,� I : - � �",-t 1 . � '� ,� I .I ' I, �, � � � � :� �. - ., , ` � lI I ,I � 1. 1� l . I .I ,1� _ I .. ,.� . " . ,I II- .,I , 1 �1 �1I. II ��,.­. i�':: '_, �1. 1.I�,­II��-. ­,�' I.. .� ':i 1� ,I I- I,,iII ,�_: �� ,,fI. 1I, ,.;_�7 ­,­� _� �,l1 .. 11,,'I.�" �I :...�I ,1,­ 1.._ II �.-_ ,� �',.­ I, I, II1I.. 1- 'I�zI 1.I. �I.I:I I1� �1, I.I- II-, ; . � I I . I1, ,�" �� "-,,- II�%�1,1 ��'�:, I . 1 � 11 � ­ I � . I � I . I . I , 7 . .I . � � 1� . :. . lI� I11 �1.I �I II �� .1�,. 1I .'.I i,�, ���­� ,�,,_A I�'I1: 1"".­­.,; "­�- I� �-1 .­ I.-1: I-� �111- I. ;.��-II,- I:1 :-�,� �.,,t: ,­._I�" 11�,� �I� �"x-,�,'-: ,I��� �-.,, 11,�1 II, 1 , � �,," ��, :-��::� 1" �,11 �­' ��-.:- .. _I \I DIKE WALL .I ,.I _�I� . _ ��,:, ,-' . _�� I . ,_� ­. "­:, �I e �. ��; �� I - " .�, ''- , '� ,. II ._I �I ��,, 1.I 1�II­., .: .--I II II �iIII �I.:,�' j,� '"�0,,��. �:�4,. ,-� -I', IAI, ,\ I r � �� ­1. 0 .- 4. � I ,- d I ",, ,:, ­�,1 1I I� I, .,I��� ,���1 " f 1I,I ,,:� 1.1i ,1��:�:�_� . 0 :.:­i ��� �! /1 \. - _ , F, _ I I. . I . I 1. L�.I . I.,I�- 1� � , ." I - : I1�,,.II� Il� � 1',- �­. , I �- � � I I.1 �1 .:' I . � , ,� � .",. I " -. ,! II ­1- 1' :,' I1 ,, �:�_ 'I ::I ..I ,-�, �., .I .',., -I ­1'�,, �: �_. �-"11 �. ,��­��� II11, II-.-. I�,, �� �_:-! ,1,�, I::,'.� "I.- �x�,I �. -.�,.1 ;�n, 1, I�,���1 III- 1'11�I.;I _.��1 ­I�L _ : 1"I �- �- �­� ,.-.,-_ ���_>_1I�';�, SEE THIS DETAIL 1 —i_- SHEET �i�l rt' 11 � j I I I 1 (2) 45' ELBOWS ---•- .I. 0e. . . I� .�­ . 1�I,,�- 1.�, - - I � I 11 I I � 1I . I I I1I . � ' , " I I, �.1 b� 1I �,� �- .. �-­, II, II1� ,1�1 �I�_—.� ����.Iz __-�� -I-�1.I._ II-', I�Ii1:-', �,1II� -,��, --:1 .., ,.� -.,z% II� - ,s ,�II I, ,,­ I" �� T­�: I—, II � II SEE DETAIL 2 1111 I j IJ . 3,1 II I I ,� I I � . , � ­ I � , � � �­ ..., �­, ,' ,�1�, �1 ..? -I1,�. 1��'�II.­�� II: '� I�1,, .-� �I, -I: ',�I: �,.,I III 1,I ,-�_ ,'­� I. . I� II THIS SHEET I I I i III ,. /� Q 0 0 ACCESS CQNTAINERA .. I. I.. I 1 � 1 R I I � � I 11 � � . I ,�,� ,, -I II ­_,­�­ �I ,,I �_1�,I- 11, ,: ,II 1', I-I' II i, II 1, ���...:- II .I"' �.� .� _�,I�I I.� ,. � , ,- :"` I, ��_­- -���"�, ­I�: 1.1-,:,�­­I _'_�,1�,:�, 11 I I I I I I— I,1. . ,�1I I 1 �. 1I I ­� . 1 I ' 1Il II,I1 .­ ,,- 1I 1� ��, -, "-- I,r ­I,1�;�,, 1-: "I, I-"1,�. I� � ­ ­�._1­ ­' �,' 1, 7I�: ."�_I,s- .�'.�_ 11 • II I I I I w >V<?IL . I-..i'. � 1 � _��l� � 1I - I. .� II ';�- .1 ,1 III, �,.��� 1-, 1, ',. 1121, I II III J 0 :• � ­ . ,1. - .- .1 -1��� I. 1.I, I1 --1��, ;­ �-1, :�',. 2„ 1 .—,1 yz�L<�L1_J� ):. . 1.1-1 1. � e� y ,.��' ,:�..%`. , 1��*-I, 1 11 N �i. �I-,,-I, �1��":�1 1 , � I � I I- I. �.�- II_ .I- '�, .II .. �� �'1. �l.�r �,�1 1�' I,, .;,I; :.­� , -: 11111 I i ..�... . . : _I�. II:'-,,.ii -�I��j1�,��*� .I�,�, .;, 11111I111111 II_I I*II 0 I .,I,�I1,"7, I l I I1I,I �r1­—, I1I II .., I1I, I1�, j.�� • , ,' _�,��� II I I D I . .. I I"�'1� I .- 1� I,� .1 I . ' I -­�: �' I: ,-� '�,, I� I, I� II I, ,1,- II� .I :'�,- ,..` i,. _�,-�, I l11 II 1 1 II I .. LI o �� III I I ; I . 1I��,1 .������I 1.:��",­ __ I _I I I,�I . �. f�, ! ` _I � . � �.. � _� GENERAL N OTES I �." `.— �' -, �, �I, 1�I.I� ', _� �,_ ­� ',- "� ,­ �.1 I�I ���_.�', I�-�1 I��.,��II_1�i 1 � 1"�I�1 '�.�� ,1' .�I.,- ­_:­.'-,, TO R/F AREA, SEE -�--� WASTE MINERAL SPIRITS II STORAGE TANK STORAGE TANK I ; 1 1 - I -.3 . ` ACCESS I:` CONTAINER I 1 . 1. I PIPING DETAIL 1I .I. . i I I �I � I .I .I,1��1 I1�I�I - I ­ ,, � . � IrI ­ : THIS DRAWING CONTAINS 'INFORMATION PROPRIETARY TO ' 11� - .:�,I 1. �'I. -e. :.-. 1I 1�',-, ��` ,,1� I1I I1I, .', -.I- 'II 1, � ._" ­'�: �I�_ '� ,�1 ," TANKFARM PIPING I, I . I, SAFETY�KLEEN CORPORATION. ANY'REPRODUCTION, ;DISCLOSURE - 1 -� .1 ', I�"�I� .�, I,, PLAN FOR ROUTING 11 I I I D SCALE, NONE I OR USE OF THIS DRAWING IS EXPRESSLY PROHIBITED EXCEPT• BY. ; �1: ,.1 �,�.�1, ! '�, ,_, 11 li I I ... I I., ,IEII SAFETY=KLEEN OR `AS SAFETY-KLEEN MAY AGREE IN ;WRITING 1 , 1, . : I , 1 - I11�I .' I� 1, 1: I%�x.� ,_! .I",I, _ '� �I _�,I- II 11 I 1 I I I1I .II= II. III I . � I �I1I I .II.� II -. II� .I I. C,4,-I�. 1I'�- I � I I �, - I I . , �. I I 7_ -.� - ._1: 1. SUPPLIED BY SAFETY--KLEEN. I , 1 ,.. ' I � . 1: I , ,�.�� -­,% '',_ ,, 1_� III .. ,_ ,� I� 1�.I� ,"I II,- -, -. I��: ',-I I.!" I' -, --I ',I­L IIIIi� I1­1:�lI !. -; ; ,� -��_ II"_ ��: PIPE SUPPORT TO BE —11 I I SEE DETAIL 3 THIS SHEET. . . �. .._I I. . � . . � .I- 1' ­I,.,I 1�­.�, 1_I�­ ,� , . 1 - 2. ALL DIRECTION CHANGES IN SOLVENT PIPING LINES TO If ' ._ �� -. I,�I 1�_ ''1 1-", .:; II,'*. 1 � ,I : .: '. "1­, I', I1;,I;1 WELDED AT BOTH ENDS I I I;,Ij�- ­�.�,,�: ,Y'JASTE BE MADE USING ' A . COMBINATION' OF 45• ELBOWS OR :LONG -I� I, _-:;_,� ",,",_' ;�,,��11­�:. ­ '< ' I 11 'i II 0 3� ©j j r , : . II,I,. 1,:!,,, . . . t 1, . . SWEEP 90' ELBOWS. � : ,� - ,1, I�- , ,:, I- . 1 �- � �- � 1�I ,1 �­ ,1,'� �'_; �,­;_ �I :_J1��;11- ­� ,I *k.1" ,_ :�,�, �-, .�— �,�I,V�_A .�e. I,� ';�:. .,�;,: :1 -�",. _� I 6I. FI �I I� � I .�,\ � I � �.1 .. I. II I -I . I I II -,� .,,�" ,... I I I 1 1�I - I I e � -��I��_ II1 '� .I 1. �'I­,I,"I, �I'f�- �.I. "- I� -��I III, ­,","— :�--Z� _1Ii'I:,­�­I11 , � _ : - '- - � ._ ­ , I . ­:_-, % ,- . ,1, , _. , :,I . � �:: ,I ­I�.." '� I, II�I '1 _�, I. �1. .I "I -, -,,­_ jI� 1.� ,,I, `" 11:�; �I 1I .�, "I�, �.-.,1­ ,�� �: ­� 1,,�: " ,�I � "� ,t�­, _,-� ��' ,I��,_ ,,,� TANK PAD II 4QQDI " I ACCESS CONTAINER.. . I .... 11 ....jI —,. �. ', I � , � , r C O R P O R. A T 1 O H - -.II :­ 11._ -1-a .I 1I bI1I ;�-1, �III­-�':�I , 1. ­ � 1I .; :- I, " �1 j� � '11.,,,,, �, . --�l;I:I��,,, �.� ,,�: 1�,, �� 0:.:. V I_. I f I,. f ., r„ ' CQNSUITING ENGINEERS *11 �I1� �� ..���11�I1 .,'.. :,1`—����-�,,I l, � _ -. "1 _,. 1� .. �.� -,I ,I�� I�,1 -_�I,. :���. . 1 l," :�-,­ TANKFARM FLOOR -. N 1II, �,. �l_I I\" ��x�:I. FLOW —W. 3 I - � II I III I _— TRUCK STATION I . . ,. � �I1. I I. 4812 Santana Circle , COlumblo • O 65263 • (314) s75—Qzso � l I . I i11­� � I �. '. .�1 1 I. -, �, ,,. 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TITLE ��, ,, � 1 '�� 1 ��.��. , " 1, , "l .�I,� -� -I`�, "-4 ,I.I �,`, "� --I,I �-:.­ ,_ :- ., , ,": II' -1 I1.1:I I, -_ II�':.I1I1.. I::I .�.I, ,I� -�� II ,­" �-­�­­:I ,,,� � b��, .,_ ",,I IIII �I_I -1:, - - , o, � , - -,:I ,�.­- �' .,,J! �- :l..-I �,- ._ . , - I� I I • I .�� ,.. . I�. I I,...I I.III . � .. I. I - . m", I'I1_ ,,.:�I ,�,� ­, ,��,�,�� ,��_..� ,, ­1�_I.:: i"I�"­ �__ ,,,'i "1��.— .I1 ;I_.'II �,I:..II 11."_1:� 1,SI -%�1� ..I III,_I 4. ­1,- , 1 -_ �1I ,: , �� ' ',I , 'I"I� ""] ,I ,,­ -.'-�_ "�:. _ � II1 TANK FARM /WASTE � -: ­- ,I --; �I1; I :�� -, 'i"'1 I- 1:"�A1 ­`�. �,:1��­�I �7"', , � :i , ,II, :I1. �. . 0 . • I I, I . I . 11.. .. . .I I . 1II I I I1,I .�,1, .1 ,7 ��­,:1, 1, �I,--I .1,�IvI "­,,�1'1�­:7.1 �III41� I.,1,:1I.�. � 1I I 1 I � - ,I 1 . � �"� I " I " � I ,,­ I'.- MINERAL SPIRITS- PIPINGPLAN, ,� �: .�I: ,��' I� ., .1-1 �-, I.�— .-,.,�-- -; : �,,, ,, �'. 0 .I . ,,� , ,. 1' ,- --,.� ,— '_ �,- 0 _ I. ..- I . • . ... I ­,1 1I:��, �_1 .II�� .�1 ,_�,-.�I ,, �� .,,,;-� 1I '� ,I �. I:';IiII1'II �I�,II1],rI I;..M r1A 1 — . : , ., �.—�1I_. ,. ,, I 1 : ���� ­ "I —1 �I ­� ­,:, 1.- ,I _I . .:,�— T L TANK FARM PIPING ELEVATION PAR IA TYPICA L I . . II.� I.. �I�1 '.1�1I�. ­III 1,. ,1 %I �"-I,­_10 .1�,: '—_"�_ i�-� :�,,1-­ -�-_:, '_",,�� _;iI �;��,.1 I.1�, ,,1,.',��­ , ��ITe ��_ : , � , ; ,;�, : --' 1 ,�—, !'_. ,',I 1, 1_c1 .� �,1� ��:, .­ �,'1 I,,w,,'1,' �,,,� �1I o N > SCALES NONE .I., � .... ,", ,` ',_. ''.- �.1"q, , ,1.­,�.I:: ,— :4 _ SAFETY--KLEEN CORP. ",` �-_ �-I,-4�,",.' . I� ( SE E TANK FARM PIPING PLAN F❑R ACTUAL PIPING ROUTINGS. _ . . .. � "�I"� �', .--i,- �1-I ,"_ Id:,1 1I �, ��,_ -- I1 �, --T,:1 ,I�­��_ ,­ �I�4,- ­� �' ,5�, ,I�—., �",�1I ,.,. -_III , -- ­ - � � . � , - , I .I— � ,�; --, . % ; . , .�I� II. ,, .--.�: .-I­: -1 I1�._�I,­ — � I� �, I�1 I 6' it � I . I -I I I II � �--I . - IIII I� I . �'I 11 ,1 ­,­��. 1.I.­ .,,� -.I� ; ­I, g � ,I � 777`BIG TIMHER ROAD ELGIN, ILLINOIS 60123 PHONE7(8 697-�8460 ._ ,''� 1e_ -,'I� 1I ,'� ­-:, ,��., , 0 0 M I .. 1 1I . I - I 1­ — I I, .I . 1 � .I ­1, —.,1 ��1 1.i II,, 1-1.l �. I, ,_,,�,,I' I�4,� I-'. ,I :I —;,. I1 ,,,,,_1I.- ,, —,I, ,� -II,,— I._�1�I . 'I�1. ` 1 1.I 1 I I,,� . ­_ ' ­ I SCALE', BY CHKD P.E. APPR : ': OP, APPR DATE ­ .,", 1I-. I",� ,,.�_r. t;,,�­_'I.I I — _: —, �I �� . 0 II� I� II 1II . + II .1 � II.� , .I. . . NONE ..I.1 � . QuesTec I.,II "r :� , ,; ­ — 9. `27�=91 �:Z,, ,1�:­—�� + �-` -� r— I �. III ... 1- � I . ­-� " N0. - ,. 1I 1 DESCRIPTION BY CHK :APPR DATE .-.,,'1 �1 $EftVICE CENTER, LOCATIOiV . ', ..: ' I;.�­ ,- SC=DWG—REV- NO ' : ,,1 .' -- � �_ 4,', SHEET• N0. t�� --­1,�­I1 _-;':" , _ . 0) .12� I_. . I I I � , ." �. � .,. -. REVISIONS I I1 -,� �­� 1.I41I1A� I%�-.I I-�-� I.I.�1I I I ,�I � �. MEDLEY FL ­ � .1I ,-: ,,I ­-,� -II,: I'� ��. _' ,� r';1 -�I.�_� �,�� � ' ,_ 316301:�201.1 0 ,. ',- -,- _1 -,1_-- , ,- 49 .'� f-,�,:`� 1��k I:. ��. I�. I . �, �. -III. . . . � II I.I II. I.� � I1. I.I � .. I. �. , I .I, :I.II -I. -III.— I. I�E _�� _I .1 1I :� .;,1, ,I,I -1I �. � . _-� � -­. �1, ."1 TI, ��_, II, ,,� !o'� 1II .,I_ �" ,� . ,.:- ,,- . , 1:I , -- �,­ ,,.1 ,1_ 1�I:. .- ­� �:_ i 0 ._ �I.�I I ,1_ �I I I�. .I -I -, I i '... • II ,. -Iv" .I:II1I. �;����I� III�, ",II1-. �; ,, II .- �l �' -j �� 1� ,I 1, ­ � 1 , � � — , ,. ,, .. _ T - i .. - -. .. ,� ,.. .• ... .. - r-- 1, . + - - + �. .a. " ., t , ,,, ., .. .. - .... ' - w 0 0 cY 1 N O N E O O M ,st; P3 (2) 45- ELBOWS — �- 3" Q. O QY ACCESS COf �w � o oQ wo J OO O ACCESS CONTAINER PIPING DETAIL TANKFAf 0 4� t a L0 A dCESS,tdNTAINERJSPROVIDED RjLL'�L'l' TANK ACCESS CONTAINER FRONT VIEW TANK ACCESS CONTAINFR STTIF VTFW I. TANK N .DUMPSTER PIPE OUTLET DETAIL SAFETY-4-KLEE CARP. SCALE, NONE L'd 0 � 0 180 \ B G J E G J 202� \ i 33�Sv o TANK GAUGE 0 CONNECTIONS / e \Nn MARK QTY. SIZE DESCRIPTION �A 1 24' ROOF MANWAY Q ® 1 24' SHELL MANWAY W/24 BOLT PATTERN CO 1 4' HALF COUPLING DO 4 4' FULL COUPLING �E 3 4' FULL COUPLING F� 2 4' FULL COUPLING GO 2 - LIFT LUG OH 8 - ANCHOR BOLT CHAIR OI 2 - SIDE LIFT LUG OJ 4 6' PORT HOLE K� 1 - SUPPORTING SKIRT I 4 v t; ,r 8 1/2" 2" NIPPLE AND FLANGE (TYP. OF 3) INSTALLED ON TANK ROOF ` BY MANUFACTURER. e- - l HOLE LAYOUT IN STORAGE TANK ROOF _SEE DWG. 2020 FOR ACTUAL LOCATION 0 0 II SEE DETAIL 4 FF p SEE DETAIL 3 I _ u � N u �\ N -- I � I EQUIPMENT SCHEDULE MARK PART DESCRIPTION SK PART REMARKS 0 GAUGE HEAD, IRON HOUSING AND SHEAVES, 304, S.S. TRIM _ OB GAUGE TAPE, 316 STAINLESS STEEL - OTOP GUIDE WIRE ANCHOR, STEEL HOUSING & SPRING ROD, CAD PLATE STEEL SPRING _ SEE DETAIL 4 04 PIPE SUPPORT BRACKET, STEEL I-- SEE DETAIL 1 O5 GAUGE FLOAT, 316 S.S. HOLLOW SHELL WELDED ©TAPE FASTENER, 316 STAINLESS STEEL* 0 BOTTOM GUIDE WIRE ANCHOR, STEEL _ SEE, DETAIL 2 OSHEAVE ELBOW, IRON HOUSING, 316 S.S. TRIM, TEFLON BEARING - Z OGUIDE WIRE, 316 STAINLESS STEEL A 11 8 A S 1,-FRU T O-HANN EL LTT CH R --5H Dt 51 4� P5500 m /I I ZC- -rj c- V -Pe— I Z T T Z, (-r\ff2jCAL ) p IV 0 0 10 0 0 0 A'? c—itf— c=S ro Z" 75 8 LJ t.-5 U I— yeT� r,5 �'.�• r , ���5-