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2201 W 1 St Site plan New construction Shop & Go
7•. SITE DATA IMPERVIOUS AREA 21,800 C.F. GREEN AREA H o0 (' . F . TOTAL AREA 10,000 C.F. STORM WATER MANAGEMENT OBJECTIVE: STORE 1st. I NC'N OF RAINFALL REOUIRED STORAGE: 21,800 x o.o8' 1,744 C.F. AVAILABRL STORAGE: 1,860 C.F. EXCESS STORAGE CAPACITY 116 C.F. EXIST. 8" WATER MAIN W ---- W 21.01 --- 2-0 STATE ROAD 4m ( 0 L GF.14RTR +UDE AVENUE) FIRST STREET 2 EXIST. INLET CONCRETE CURB 2�J FNO. I.P. +21.20 SITE PLAN + 19.7' +20.90 I i I B.M - INTERSECTION OF JASMINE FIRST STREET, 4 BLOI-KS EAST. 19R6— ELEVAT10N-15.57 - ---�• i I SCALE I"= 20' PROPOSED POLLUTION SITE PLAN WITH +19.37 STRUCTURE PROPOSED IMPROVEMENTS EXIST. INLFT LEGAL DESCRIPTION: EXIST. DROP FROM THE INTERSECTION OF THE CENTERLINES OF THIRD STREET and PERSIMMON 31 5' INLET- -- �- -- AVENUE AS SHOWN ON THE PLAT OF ST. GERTRIAE's ADDITION TO THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I I PAGE 116, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA , RUN NORTH ALONG 1909 18.30 F.H. THE CENTERLINE OF PERSIMMON AVENUE 422.89 FEET , THENCE RUN WEST 33 FEET 'C £4EET LIGHT TO THE WEST RIGHT-OF-WAY LINE OF PERSIMMON AVENUE and A POINT 150 FEET 4EET T EXIST. SOUTH OF THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 46 and A POINT OF s�uN BEGINNING , THENCE RUN NORTH 150 FEET , THENCE RUN S. 880 36' 35"W., ALONG >/ 19.1a 18.7z SAID SOUTH RIGHT -OF-WAY LINE 200 FEET , THENCE RUN SOUTH 150 FEET, THENCE RUN N 880-36'-35"E , 200FEET TO THE POINT OF BEGINNING. + 20.20 APPROVED BY �nge� � ,�4ssoc�ate,s, �9he. ,. r C�Asdll��� Ea�►�e��s CHARLES F ANGEL,PE FLA. RE,. CERT N0 6558 DESi6NE0 'FA j DLA DATE 5 84 DRAWN DKA DATE 5! 84 DATE; —MAY 10, 1984 C►1ECxfj) CFA 7 DLA DATE 5 %B4 SCALE I , ° 20 EXIST SAN. %4 H SANIT4kt S,L AN SHOP a GO STORE NO. --- CONSTRUCTION PLANS FOR PARKING a DRAINAGE FACILITIES CONTRACT NO.7733.09 SHEET i OF 1 . coF➢� SITE PLAN Date Approved Name of Business%� ��� or Type of Use Address ��U��� S�f �C1ZS//l9/19C1o�i� )/V ai ' Owner Agent l_ W4 � ,(16,6 ,L CONSTRUCTION PLANS PARKING & DRAINAGE FACILITIES SHOP & GO STORE NO. 507 SANFORD, FLORIDA w w � w LAKE .. F w MONROE f C._ �� wvn .S/rE ITOTRAIN IIIROAID ATION Jogef 9 vfssociates, Joe. consullM EnQloeefs Oflando,flonda SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE RD, F ORIDA 32771 PREPARED BY* ANGEL and ASSOCIATES ,---INC. CONSULTING ENGINEERS ORLA , FLORICIA BY `�►'k t. — CHARLES F ANGEL , P.E. FLA. REG. CERT. 0.6558 - JUL 3--0,1 O GXNZAAL NOTRSt 1) THE PARCEL OF LAND SIfI[{ N AND DESCRIBED ON THE DRAWINGS IS NOT LOCATED IN A FLOOD PRONE AREA. 2) ALL ELEVATIONS ARE BASED ON SEMINOLE COUNTY DATUM. SPOT ELEVATIONS SHOWN ARE BASED ON A 50 FOOT GRID PATTERN. 3) ALL UTILITIES SHOWN WERE LOCATED BY ACTUAL FIELD NEAS URENZNTS AND/OR RECORD DRAWINGS, VERIFIED BY THE BEST AVAILABLE SOURCES. ANY UTILITIES THAT MAY EXIST AND ARE NOT SHOWN ON THE DRAWINGS RAVE NOT BEEN MADE A PART OF AVAILABLE RECORDS AND WERE NOT DETECTED DURING THE SURVEY OPERATIONS. it GRASS MEDIAN 20.61 STATE R�AD 46 (SAINT GERTRUDE AVENUE) FIRST 1985STREET EAST BOUND) CURBINLET N. RIM - 19.52 15" R.C.P. THROAT-14 62 16 INV. E. 30' R.C.P -13.94 INV W 30"RG 0-13 94 17, � ILI ICE 19.56 - :gQ0, A3 7 \\ r 20.19 20. 19.83 CURB INLET +19.71 +1951 N. RIM-19.1e THROAT-1AT 6.19 INV!36 I INV. W. 30" R.C.P.-13 02 INV. N. 15" R.C.P.•14.18 WOODEN GUY POLE \ I ( INV. NW.6" R CP. 15.18 WITH GUY WIRES. \ I 9TANDARD CURB I " _- -- 36=' R.C.P V _-- 9 GUTTER. INN. I8„ R.R.C.P.13.94 I 30 R.C.P. -LJ 12.410._ 13'21----__--_- 00- __ - - - -_ _- TRAFFIC SIGN- mom 'w ' 19.45go + 19.0E 19.30 20. +19.55 0 1 " IS 200.00' + 10 S. 88 -36 -35 W. FNO. I.r. SI N 19.2 18.72 20.58 STEEL 4' CHAIN LINK I SIGN STANDARD CURB FENCE AND GUTTER. 8 9 1- 20.80 +20.55 ABANDONED SANITARY M.H. Z F21.40 +20.35 H=- N + 20.50 +20.15 ABANDONED 8" CONC. PIPE TO BE REMOVED. SEE SM. 2 FOR REVISION. +20.10 +20.10 _+ Lo.00 N. 8f -36'- 3511 E. _+2Q.70 200.00 ' _+ 20 19.80 Z I I I 20.10 19.458FI9.01 +19.49 SPEED LIMIT SIGN I I I I I 1 CONC.CURB Y 19.571+19.31 419.67 CONC. MEDIAN IY, 1110-1060V THROAT- 17.92 INV. E. & W. 36" R.0 P -12 STOP SIGN Y WOODE PP W/ GUY WIRES. TRAFFIC SIGN W i 1 1 6" W.M. to OVERHEAD � POWER LINE 19.73 19.39 19.77 W 33' 1 41' 1 1 C I W Pp W/ LIGHT OVERHEAD POWER a TEL. LINES. SCALE I11= 201 EXISTING SITE PLAN LEGAL DESCRIPTION: FROM THE INTERSECTION OF THE CENTERLINES OF THIRD STREET and PERSIMMON AVENUE AS SHOWN ON THE PLAT OF ST. GERTRUDE's ADDITION TO THE TOWN OF SANFORD,A000RDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1,PAGE 116, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, RUN NORTH ALONG THE CENTERLINE OF PERSIMMON AVENUE 422.89 FEET, THENCE RUN WEST 33 FEET TO THE WEST RIGHT-OF-WAY LINE OF PERSIMMON AVENUE and A POINT 150 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF STATE ROAD 46 and A POINT OF BEGINNING, THENCE RUN NORTH 150 FEET, THENCE RUN S. 880 36' 35"W. , ALONG SAID SOUTH RIGHT-OF-WAY LINE 200 FEET, THENCE RUN SOUTH 150 FEET, THENCE RUN N. 880- 36'- 35" E., 200 FEET TO THE POINT OF BEGINNING. B.M.- RAILROAD SPIKE SET IN THE SOUTH FACE OF A WOODEN GUY POLE AT THE NORHTEAST CORNER OF THE PROPERTY. ELEVATION--20.58 U.S.F # 175 U.S.F # 41 40 M.H. RING and COVER FRAME and GRATE DRAINAGE STRUCTURE and SPILL CONTROL DEVICE DETAIL #41XIM- > MINIM �19 NONE FILL ALL CELLS w/CONC O" coNc aLoa TYPE "®"WLET s N N -: • : 1/t" PORT LAND CEMENT TWS OD HE NOTE ! O -' ■ 0 PLASTER (TYP ALL SIDES) � a ■ ='•Q" , CONST. TYPE "B" INLET w/TRASH SCREEN TOP - ■ 19.80 INV. -N. I§, A.C.C.M.P -1515.50 INV. -S. 6 PERT PVC. -15.50 SEE DETAIL THIS SHEET TYP PLAN VIEW W TRASH SCREEN TRASH SCREEN 1/0" BALV 80LER PLATE , 8" WIDE, CONTINUOUS AROUND INLET. TACK TO RE&M ® AT CORNERS w/PROPER WELD SECTION w/ TRASH SCREEN PLAN VIEW UW ORATE and FRAME O"'GONC. CAP # 4140 or APPROVED EQUAL. OT 71 CONST MITERED END SECTION(TYP) SEE SHEET 3 FOR DETAILS FILL ALL CELLS ud CONC. N. PROPERTY LINE S. PROPERTY LINE III `-till Ill A.C.C.M.P I� 11 y COVER w/ TWO I 21 OF .48 LAYERS i _ III III 15 LB. FELT 20.98 o - - 20.00 20.48 CONC. PAVEMENT 20.00 III CRUSHED �) � I 19.80 19.98 III °• I I � � '�' �_ .','•� _•,��•. 1��_ �Lt-. II=•I►`11,�1 • iil�ril- 1 N�h-, 1_ _tl yll ��'- 1 I III _ill 111 111 �11= 1t1 �l 111 �` 111 '>��IF�Iy =111 -I►I _ 111 %1 I11—IIIEI11_I11 ulfr B-1►1=II'=� - i1=il'-111_I1►z111 111�Ii1�111_1i11=t11111=Ili-llls01_►n=/tl-nl_Ii1 ;111=t11=IIx11=111-1j1=1ll�Ilt_ 1H-lil 18" ►n=►u_nl=rll_Ilialt1_ul=111=II1�11_n1 C �III_III=III=III=111_I1):II)cIII=IIt--n1-111 I=TIi1_IN_=111III-111=111=III�)11�111 111�1,=I11_iN_II►=111 _ _EARTH III=111�1(1 ►11=II-1ic11_111=III=Ih=(3=FILTER AGGREGATE►6.90 = - - WRAPPEDw/MIRAFI 11`111?III_1LLI IllZ111-�II�Ii1��11=11I=III=IIIc'III�1►l- 4c1�►►=111�111=III=)Jj=111�111=111�(!►-►II_111=IUSECTION C-C - 1 1=i I- i = _ 1- i _ i -li - I =1 - -,, i- i=—i 1= I n�- 17.00140 FABRIC orIII =1n ' Al - It - APPROVED EQUAL. I^III,1►1-_ II\=►1 FL.-17.0 18" C.M.P Ip_III _111 :ICI=_I FL.-17.00 IJltwh1•=1�r=h= IM =1g=: ue qJ111 _=-if- to18 _ - - �� - = 111- I11=1J) U Q . eo o �e se°•e p e o► P. oe•e 1111- II`) -Ili 111�slll-ll I1�-111;�IN�It1 tgll(%_ o e eo o e so °oo o.e • 88 _Il lr 1 INV.-15.50 cl CRUSHED ROCK °eee °� .�f4rri►-th_ I'111=111=`Ir1. J=hl�lll--ly=111" COVERw/ TWO I- tl= ° OC e e �4 '0 • 8 Qall'.:1111' II+" )Il�y-l11_Ili�.11i�l►I�t ,I LAYERS OF _'!I� _ _n1=111 IL 00 0 'g' Ill =•III II) = III=1131Nrlll 15 LB. FELT. t i I �►-� III -_rill-'�i: hl-! -L I - t I-►li:,t� - _t� -1 = - -!t = 11_ t, n ► Q a _ ° °er^°_L1 - II -II `I �I °'tl=i►ni�i�j.:t II- t �p I i-1I1� 1�1 1 _ I t t ' 11\ i I I 1 1 t_ 'c s. t*+ 117 j�> > �1 1 - 1 Lj 101►1_IN�� �.II(I 7iJ t11�liIIJ t-III q=II►�lit 1 u =1i lL 11 ►l =UI_-s -- li'�il 11� I Itiy'lll-IT3'��►t1 -�lil 111 �11 i1.II _'iil=�rt��U1`r JT lil�iiU 'D l =1 -�r1� 3t I �V11-1113 1� "C ,- L Gl ��, �,,! �_ �! I� I� 1 '�1 �ITI`�I�LIII�IIIUt11�=IIIaTTI_11 =iil` i fiW►1 /►I-111=1 �nl�►It?l/l 1ltIVl1 1- I -In lit %��I-%►� �i-lL tit�Ql .� it ,,)L I iu�l11�111"I11 ._lJ Iall�ln;rn�n►�IIIz111=i•Il=rt=,lis,1-,t1=111=mom I 11 it 1 It►=111_Ili_ -Ill- I_ If-, ,_ ? '�►_r,r_i,lfl)1'_'n,;/+I_,It_lll_nl=n,�l/1-=►I1_'1'_(►1_ 1 111 = - p I APPROX. 20 L.F. Itt 6" PERFORATED TYPE "B" INLET w/ 6" PERFORATED C 111 P.V.C. PIPE. TRASH SCREEN. Ad P.V.C. PIPE. 1 rl u1CRUSHED ROCK B III .In =�� s° s" SECTI ON A -A SECTION B- B t STORM WATER MANAGEMENT CALCULATIONS DESIGN STORM - 10 Yr. Tc=5min IMPERVIOUS AREA - 73% ( 21,800 S.F) ( 0.5 Acres) TOTAL AREA = 30,000 S.F. ( 0.69 Acres) Q .9 x 8 x 0.5 Q = 3.6 cfs 3.6 I � I ► I 1 I 1 i 0 ,5 10 Tc Area = h(10)x3.6 x 60 (0)x 12 0.2975" Area = 0.2975 = 0.025' 12 Use 1st inch of rainfall for storage requirements Required storage - 21,800 x 0.08 = 1,744 C.F. Available Storage = 1,860 C.F. Excess Storage Capacity 116 C.F. r- _1 - PAN"" Topov•C Elki�l \ IAL i r�AA IL, ll i ►E1Low' TYPIW STRIPING DE TAIL GONG. CURB AND PAVEMENT S PLAN 0 4 BOWEL •"ac A &, • .A • SECTION B-B r DETAIL of DUMPSTER PAD w/ REINFORCED BUMPER BLOCK • COW 1Oak LM ��� D1MElN PLUS 1 cITtKR Slot I • ♦ soofts w mum $a" &C a11=ylNS�� IH 1 14 BEAR !M CONCRETE COLLAR DETAIL. FOR MITERED END PIPES STATE ROAD 46 ENTRANCE CONCRETE DRIVEWAY DETAIL NO SCALE PI PE CULVERT t` �I TYPICAL SECTM TICK- BUT T WALK t 114" A "Not 1'-9 n i'-In" 1'-Al. rin A - A B -B 6" 1'-6 I'-10 1'-2" _ �� o z_ - 211R H (p 3" R 2 _ eR 3"R 3/4"R N 3/4"R = N _ 8 5�-02� 0,� r =1 C-C D-D SECTIONS st IMF UM ♦IIIM Axe i-e Swt j- •14 as AT A MAXIMUM DISTANCE OF IG LINEAR FFET DUMMY JOINTS MAY BE MADE BY THE USE OF SHEE' 4IF SAL TEMPI ATES , SAW CUTTING OR BY FORMING. 2) ALL CONCRETE SIDEWALKS SHALL HAWE A FULL 1/2' EXPAMWA JOINT AT A MAXIMUM DISTANCE OF 25 LINEAR FEET, AND EITIIO Ft NK0 OR SAW CUT DUMMY JOINTS AT A MAXIMUM DISTANM OF 5 LNEMR FEET 3" GANC PAVEMENT us CUT DUMMY JOINT FL%.A- 1/2" ILXR JT. I w"DEEP COMPACTED SIB lRAF )mw-- 50 O. *.1 FL A KAAW% VA♦.LIE TYPICAL SECTION EXPANSION JOINT DETAIL PIP" WON& omm r M" ION JOINT /2" EXPANSION DNC. LOT ABUTTS uuryu. uunn, uum— WALKS, and PROPOSED BUILDING. - - - - - - - - SAW CUT DUMMY JOINTS 1/4 DEPTH OF CONCRETE. FULL 1/2" EXPANSION JOINT. ----".J� 1-)' --•• r-1-- -76 r- I- .'.*r:r,T-'�':!—T--,-- �C�,-_--.-_.. •.--------_•- -,--- -r-_- -- -•- — i" I J d )10;�, I I- I r/ , ® , I. r 4-1 ; j . r 2r 4 cots , KKe' 7—If I I �'- - , ,J r - I cc7NT�L I>l NT I 3/4 = l - p - I < `ixo V I I I . I I . I . .. --o-,f 7.+ (E) ',' -, , ,` O �. a I 1&.5 f / - =6Nia s I I - . -- ..--- - . - , A „ _ - - —..- J_____._ ._ _ -- _ _ _-__ -___ _ -`� q r, Ir-1 - . 11 .�. i ' I : rr": ==-�-- -������,,.� 1 _ f. 1.11 J L-- I - v - ~ t --'----_-- _ _...,_.�.,,-ems- -. - ..L j -- , - 1 P' r - � I }� I I . I . . - � - ii1l "I ... - - ! ! I b . , - -- --- t -� ! i� r ' I I I - - - ' � -P l) i J •,I F .__I. . ,-I � 1� I. . .'..� ....- . -. .- . . - . �- , .-I.,-".I . .�. . ,-. , .- � . 1. 1. -,I, .. I I 1I, . .1. � , . 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Kw q/H 1444 7--..,3 rR1,O$ 24.00 4 00 ew, DIP Epm- 70 7 61.10 ;Ecll). kle2f,6-.' GOWTA)C:fog 7-62 e'er 71C P,'�'OV106 P1107_01-_54e_ ANO TIMe 1-7 ?x4 -N 3y � �) C, rr f 1 Ar u LA 4A COt'VOU 7-, coAloulr o vc eol-0 ),e 0.0 m ANa &VVO TO COZ D kEOOM TWIL-CON0017 -&JT2P'/"' 7 Nu 9 f INr c 4r t jb %4 Nt J141tz-11 ir. " PAItIs NF I D ;'TQ' iNS A" WALK IN, COOLER WALK IN COOL SPECIFICA'I'ION� ? REFRIGERA'1;'EI� AND FREEZER CASES SPEC: IFICAT ONS' A' ti :COPPER SI E WALL RUBKfEX _. Y t I I i eCombination1 9 x 37 x Walk- Cool / eez r ,. i 8 3 z -IA Cooler Fr; �� �: �.E .' 20 3% • Q.D.. ACR ; .' g 4� ..".5/;8...ID x Frozen Food Case with Counter Top , A. 5' x 8' x 8' 3z" Walk -In Freezer with floor Wu smian LBF8-Remote `Q.D !ACR 1 2.4 � `$/-8 ID'x' 1/2 ' /- 1 9 '• B. 81 x 32' 8' 3 l' Walk -In cooler less floor Ice earn Freezer Counter Top x 0r ezer with �' r- - ,Y Hussman LBFB Remote 2. `8 R I- 7' . A a 0 0:11.{ .0 1 `t� r All 4 foamed in lace polyurethane insulation. Freezes to Novel Case with Counter Tap E 6Q 1 3/8 0 A ACR' P P Novelty `' have one standard 36" entrance door with standard hard iarew Hussp{an LBF5 self-contained r - -Expansion( Threshold door heater in common wall between: cooler anI Freezer. 2 HCE`` 2FW ALCO Valves k L 2 D or Upright - Sandwich Case k 0 U 1; - 201-8 White' -Roger T" taG All 24 gauge galvanized steel interior-altd exterior, with Beverage -Aire MI'49 Woodgrairi I' 1 wood perimeter around the panels. 1 - 4001-0 Paragon 'Timeclock ! " DOORS NOTE: Ice Cream Case (LBF8-R) and Novelty Case (LBF5) ordered ` 1 200ItB6S5`I' Solenoid Valve by , Shop $ Go paid for by Ice Cream Company. 10 - Model G2 Normal Temp with 10 Caribbean Supreme ha idles •' 1 - AMG Coil Solenoid Valve 115 volt 3011 x 72" each door (net cooler opening: 25111 3/4" x 73.3/41.') 1 - VAF-10 Packless (vibrasorber) 1 1/811 _— = - - -- --- - - - - 2 - Model K2 Low Temp with 2 Caribbean Suprelme handles , PARTS NEEDED TO INSTALL..WALK-IN FREEZER -- -- - - 2611 x 63 1/ 16" each door (net freezer opening: 4' 6V x 5'. 4 3/411) ! - S70'46 ACR Accumulator 1 -Service Door with 1 Caribbean Supreme handle y I. - HCD k RW ALCO Expansion Valve 36" x 80" j i (net opening: 37 7/8" x 81 5/8") I - 200RB4F3T Solenoid Valve I' 20 - extra 30" flat shelves 1 - AMC 220 volt Solenoid Valve = -- - - _-- - - ----J I - REFRIGERATION SPECIFICATIONS 1 - 8145-20 Paragon Timeclock 1 - R060 DWHP Lectra Saver Heat Reclaun ' Cooler Refrigeration - Med Temp 74hp Condensing Unit COPPER SIZE' Bohn DSH7°5MlEA 3 phase,, 20' 3/8" O.D. ACR Cooler Refrlgeration - Low Temp 11-2 hp Condensing Unit i . 4 , AIR COIDITIONING SPECIFICATIONS A/C Front -Air HAhdle'r (1)' with" heat - Suare ;D B170.415-C-30-BS21, A/C Rear Air Handler (1) without heat - Square D S170410-C-30-BS2T { A/C :Sion Condensing -Unit () Square D CFS3.0 3Phase ." i PARTS NEEDED TO INSTALL AIR CONDITIONING UNITS 2 -Sheet Metal Txansitlons W.• a '` ' 20t rl:. "�i..;•. w ei."- 2-, r t app d,',Tr ion , x 14 . } ca a.. Rouucl t i a ` E. I x1ax0t25 3016 ATCO FLEX Duct 2 24 i, Paz}s I 25' 3p14 ATCO FLEX Duct 2'-`A&D4556-AJ Dryers - 50� 3012-ATCO FLEX Duct 2 EK163 ALCO Driers 4 - 444 Hart -Cooley Diffuserb 1-,50'_3/4' O.D. Soft Copper F Fart -Cooley Collars_ 1 - so, - 3/81, O,D. Soft r,ppQx.' - 4 - 16 Hart Cooley Collars i 1.AH11F Agc:ustat. 2 - 20' x 20" Hart -Cooley 659T,-Return Grilh: ' 1 LA-.1 Accustt 2 - Sheet Metal 20%11 x 20Y1 x 6" with 16" hgle I NOTE :: ALL LONG"RA•DI,l1S ELBOWS MUST BE USF :. /k L, 401 NTS ;;MUST BE BR f1ZEp IUI71I � 2 - Sheet Metal Plenums. 20" x. 20" x 24" lined l 15%'SI.4IFER SOWER. AI,L WORK MUST -CO OItM_`fQ iaCCA.C. C01)kS AND 11'QIt7CMf1NSHI� ' ER , gt+� LIKE .]y��,r Fi; 'Y ' a '.,s.-., _. :r•--. __ -.. ...,fit,-...-�, .:P ;.,-.-,•.-F._-_. -. � r..• ..-._-.......t»-.. 4, _ .. � 4' Y a '...3 i y a > - ' .a' ' sf',ti,'3 '!tr't - I r - A F • y: ,,� t . _ b p +i` `'i i`!'y pf�"S ! z i f; ,..f." - •+ ., � .,'tY �f`ct a�4` `n .-'r. R(i' �_ � _ �- •; - ..�� � t , �� �'u ,c tyF-K1 :. 3, ,E �R:'�, £t.. na:t}l'� s �'! 1. �Y3 �h�X S'f.. , ,{r.'�r Y', t, - .r..r.• +j :. ,l .•. .-ai y•.. _s >� �d :.i. `• �.2,5..a 1� , Bohn DSH 1'i LSEA 3 Phase with suctl on-"[- 20' 5/81' Q.D. ACR '' accumulator --p- - - -- __ __ __..� _ __ -- Al SO' Roll 1/2" O.D. Soft Copper Cooler Refrigeration - Med Temp Coils (2)j _ ` r•, , „ s .,T,� . tnT Bohn 2080 1 , iiG f IG� Fturl..r•l WD�G'r trl r NOTE': ALL WNG RADIUS E_'Br_ NS ?NST IM ": r A'...� ,, �-1`1TS N{1ST Bii BRAZED WITH I� . �� A G U�//T 'A w loxes ,1EAT lSa SILVER SOLDER. ALL°'�11': ��:ST CCNK�7'M TO L(D''..A',, ;GOES AND l�ORK�!ANSHIP I _ ---------------------•---___�--- �----- -- �--,____ �__ Gl�t1(' LINIlC G��A�� �cc�v ��lr��E✓f� LIKE blAI�NIiR. Cooler Refrigeration Low Temp Coils (1) r - wack- 1 N __--- Larkin PE-52 :' f •� � � 16.ia Kit 10 �oc.;� �c (�.. 74!I 1112. 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