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1620 FALMOUTH ROAD - Health
Application ;i'e : $1�00.00 (`'200 supermarkets ' plus Permit Fee - $250.00 or$200.00 •-$285 for Supermarkets ff p Naive of Business ACInr, Address: DATE f� �� �I w,,✓i� BLit �1-lia` •� Owner: p # Seats and Stan g Capacity Indoors: Outdoors: RESTAURANTS FOR STA FF US E Approved Denied Menu I Floor Plans- Received, ��/ p rnrt I �r Staff Meeting Review Date: , Application form 'I y In-ground Grease Trap or GRD with a variance. Sewage Upgraded or Town Sewer '� �� le go 'p, v y Water Supply- Approved Source, e, if well annual testing &licensed Operator ICI �. Ll:andwash - ocation number, design and signs I_( tin n� y-L-e 1. i �w � T .11ess tures o r Three onipartixient Sink and L)ishwasl gh or low temp?) Visual or audible device. Test stri s Log Book w-s�anitizer Type of Sanitizer; Quats, Iodine, or Bleach? Show storage Location on Plan If 3 bay sink only, issue policy. Mop Sink-Mops to be hung roperly and dried ze ink-See o 1 -- Frozen Dessert a e (Dairy) Yes No Drain Boards-air dry utensils and equipment / ICI Ventilation Systems for Hoods (Cleaning contract}-, � rQ ('a � Number of Bathrooms Proposed: 1. Touchless Fixtures 2. Ventilation Systems 3. Self-closing door 4. Soap Dispensers-Mounted 5. Paper Towels—Mounted 6. Handwashing Sign 7. Women's Room— • Covered trash bin or sanitary na kin dispenser Floors, Walls,Ceilings (Smooth easily cleanable surfaces) r� ✓C I " FINISH SCHEDULE [SEE ADDENDUM ATTACH CREI?Is�" "�e tl was>^"�� t et l-y Lighting Sufficient/lighting shielded Refuse containers Covered (sufficient number and size, durable easily cleaned, insect& rodent resistant) Dumpster impervious ground and blocked from public view. Touchless faucets at restroom sinks.' Touebless faucets at handwash sinks in food preparation areas. See policy Dry storage room location shown on floor plan mploy6es personal toff e (i.e coats, bags, etc) area designa edy(may use lockers) Poisonous or Toxic Materials (storage located marked on plan, labeled containers) Cut Sheets (fox all food equipment) Screens for Windows and Doors Plan approval shall be granted or denied within 30 days. This list is not inclusive of all Federal, State and Local requirements Revised 02/07/2012 Q:wpriles/RE SKIT10 dfaR 12.doc �— ��--e p S r✓1�-7 �F��K, r P _ � f v.,-cf) (A end f{,yp� i - Prep�w��e�s'�, hah2� jlnlrve c0, �. o (ev, V.sW7n4� c ' Z / �c S � - 00 TI Til r � ;. zs CREAM I ✓�( `1 / yyc1��R 17 f t t r �&c .�arct# erwv nrnw.-E F as*t"? v Sugar&Sweetener Station "" , C O F F,F t All- One Push Equals One Packet 97 '. ix x .+r?a+ sgvr rva}"g,`M 7.�.E ✓ y }.J�.. - s� a ®t 01, s I FOR; .�s �>r _• m.._�.._.._._. ` ` 1 p N THE SPECS :} F , i Jil !; figs of { wfd �� f, sSr�r , 1 rr a r :N AEI produc i a e ` h vy �y ater�al �o e�imin r �� e enetratit� . 9e pr+�d�� t is a #remendue1f`1ife en Ueprodint^rF. { Rif 6.��� 7(I uSk• c - h #^S .' .. ku �l _ �9 ;l 0ffee reamer Mr ^' Ic^° � resl � aff�e re p,: uq is's Or a�u y r ` �$�` � f ���OF b � fe Sri l Wall, r, As tee Amer WX { �1 , 1" r r 1 , u } g °11 IL CRMR1 creaRrtiserO F-lefriger-F.Ited, Cream, Dispensers • Number of Dispensing Stations — Two • Capacity Per Station — One three-quart - dis disposable dairy bag or one half-gallon p Y g g refillable container • Capacity Per Dispenser — One and one-half �� ', gallons using dairy bags; one gallon usingM Vft24 refillable containers • Dimensions — 18"d x 13.75"w x 27.5"h * Weight - 52 poundsTIT K • Internal Operating Temperature - Safely maintains cream temperature below 41 F utilizing environmentally friendlyR134A tt � refrigerant • Power Requirements— 110/120 volt, 15 or 20 � ,� amp grounded outlet; draws 2.8 amps; s dispenser shipped with 7' power cord � x * Warranty — 16-month warranty program � i NOID DUI DYEN� :. includes parts and labor cL us r a . 1 %. . ; - 107V1 e e 14674 North 78th Way•Scottsdale,Arizona 85260 t ; 480 607-9988•800 905-3366• FAX 480 607-7475 www.crcamiser.com`• sales@creamiser.com _F I-IF_ f T ii ,i I _ 1 1 —1 �_.. . .... ,. =7 W BUNN ITEM# PROJECT 2 Gallon Hot Water Machine DATE �Ky_'� 2 Gallon Hot Water Machine • Two gallons(7.57 litres)of hot water in a space-saving machine just 7.1"(18.03 cm) wide to fit any counter. War sy •� Fresh, hot water is always available since the HW2 is hooked to your water line. High quality,easy-to-clean stainless steel exterior and tank for a long,dependable life. - Includes drip tray. { International electrical configurations available. r : Iv. P t w4:gA"• j ."�� yxf 1^ Model HW2 Dimensions:24"H x 7.1"W x 14.3"D (60.96cm H x 18.03cm W x 36.3cm D) For current specification sheets and other information,go to www.bunn.com. Easy Clear®EQ-17-TL - Product No.:30200.1000 Dimensions: i 127/6"Hx21/2"Wx3" D 31.6 cm H x 6.35 cm W x 7.62 cm D Easy Clear®ED-17-TL Product No.:30201.1001 Dimensions:81/4"H x 25/6"Dia. 20.95 cm H x 5.87 cm Dia Model .r, Agency Listing HW2 PL usrtn NSF. iT �-a.J Dimensions & Specifications ' . .__ _.:. „tw v3._ Model Product# Volts Amps Tank Heater Total °F Dispensing Cu. Shipping Cord Watts Watts Settings Capacity Ft. Weight Attached HW2 02500.0001 120 15 1700 1800 200 4.2 gal./hr."* 2.1 23 lbs. Yes HW2 02500.0005" 120 15 1700 1800 200 4.2 gal./hr."* 2.1 23 lbs. Yes' `Power cord(NEMA 5-15P) 15 Amp-120V machine only. "Based on incoming water temperature of 50°F.°Black finish. Electrical: Model requires 2-wires plus ground service rated 120V,single phase, 60 Hz. I Plumbing: 20-90 psi(138-621 kPa). Supplied with (6.3 mm)OD male flare fitting. 1 2.6 Drip Tray .80--- 80 3.68 5.21 6.8 L - - - - - - - - - - , I I-- -�6.8�--I L _ -- WATER SUPPLY CONNECTION 250 OD FLARE �~ 9.1 I---- 7.1 - --{ 9 �� e e 9 9 24.0 9 3.4�POW ER 3.4� SUP PLY 15. 2 CONNECTION n W/O DRIP J�) Eel 12.6 TRAY W/DRIP TRAY 9 BUNnr 6.3 - e 2.6 1.2- - .8 1.22�- 159 4.53 . 5.7 5.86T 7.0 ---- POWER CORD 9.0 -5.3 REF 14.3 REF Bunn-O-Matic°Corporation-1400 Stevenson Drive Springfield,Illinois 62703.800-637-8606.217-529-6601 •Fax 217-529-6644•www.bunn.com BUNN®practices continuous product research and improvement.We reserve the right to change specifications and product design without notice.Such revisions do not entitle the buyer to corresponding changes,improvements,additions or replacements for previously purchased equ09p©ent0-Matic corpoarinn All dimensions shown in inches. r T - _ 1 II i 1 1 _ 1 :.iJL it }. OSA GDD PIFDOE'/1�/.74C" (11" BASEFRAME) E f C E 1 L E N C E® � GUYEM1 WIMIIY C DOUBLE ROW CANOPY LIGHTS 10 5/16 In (OPTIONAL) REAR SLIDING BOORS [26.1 —. • I i fi O O FLAT REAR SILL 21 1/21n O A OPTI N L) 64.8 cm[ 1 . 4 161 5 7/ n [138.3 cm] 301/21n [T/.5 cm] 32 3/41n 32 3/16 in[81.8 cm] m c[as2 ] 26 3/4 In . PLENUM COIL [68 O cm] r 22 in • [65.9 cm] 111n [28 0 cm) l 128 3/8 in[72.0 cm]'' S 13116 in[14.7 cm] 38 6/16 In[97.3 cm] 491/16 in[124A am] STANDARD REAR SILL FLAT REAR SILL (OPTIONAL) 4 5/8 in[11.7 cm] �A '513/161n[14.7 cm] r r�•r rr� rr rrrrrrrrrr r.r r.-rrrrrrr�r rr 21 1/2In 341/21n [64.6cm]" [m., cm] 349N6in 187.0 cm] [87.7 cm] pEFRIGERATION 385/16in (4'cases only) j97.3 cm] ELECTRICAL ":.. 491 18 in [124.6 c - J—m] REFRIGERATION _- )•-1 1/21n 13A cmjENb] JUNCTIO BOX ?;..• (STANDARD) 9116 In[64.9 ctnj I + i i/2"PVC DRAINJ 8 11H6 In[221 cm] 281/16 M[712 cm] ; CONNECTION yti {4'1 112"PVC DRAIN cases only) 12 in[3M rats] �+, OONNEcnON (W.8'.12'cases) FRONT OF CASE 481n 1121.0 cm]{4'case} '• i hjW I j6 case} 96 in[243.8 cm]W case) NOTES 1441n 1365.8 cm](12'case) " STUB-UP AREA *' RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT,REAR AND TOP SILL HEIGHTS VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY i INCH TO CASE HEIGHT •SUCTION LINE-7/8",LIQUID LINE-1/2" •AVAILABLE SHELF SIZES: 10"612" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE SUL 04/M 403 t. _ . l ' American Style Curved Glass Service Deli Merchandiser ' OSA - 4, S', 8' & 12' •f�?� Electrical Data :i:' nttlttP�i�anrs-s'« 's^, .��, tu�stsiLM - 31t,lt rLar r Sy43Gtus�» "; q'�'' High Efficiency Anti-Condensate t + LStandard Fans Fans Heaters Defrost Heaters Fans per 120 Volts 120 Volts 120 Volts 208 Volts 240 VoltsCase Amps Watts Amps Watts Amps Watts Amps Watts Amps Watts 2 0.68 34 0.30 22 1.08 130 1.92 400 2.22 532 2 0.68 34 0.30 22 1.33 160 2.88 600 3.33 798 3 1.02 51 0.45 33 2.11 253 3.85 800 4.44 1065 4 1.36 68 0.60 44 9.93 352 5.77 1200 6.67 1600 #r.tj: • R Lighting Data =� Typical per Maximum r f' Bulbs Light Row Lighting `( "'°i per Bulb 120 Volts AAmpsWatts Volts (� � '# Model Row Length Amps Watts OSA 4' 1 4' 0.23' 28 6' 2 3' 0.37 4 4$' 2 4' 0.47 56 12' 3 4' 0.70 84 Ism now Guidelines &Control Settings Evaporator Superheat Set Discharge Air Return Air Discharge Air VelocM Model 1BTUH/ft {°F) Point Bulb(°F) CF) ;; (FPM) OSA w/Shelf Lights 208 22 6-8 30 39 235 i 1 BTUH/ft Rating is for parallel operation.Conventional ratings may be approximated by multiplying listed rating by 1,09. i .'• 2 tlsted case BTUH/It Indicates unlighted shelves.Add 60 MH per 4'lighted shelf and 60 BTUH per 3'lighted shelf to determine Total Ughting BTUH Load.To obtain the STUH/tt contftAloo farThe lighting,divide the Total Ughting STUH Load by the length of the ease. {? 3 Standard tans increase rafrigeration load by 96 BTUH/fan. 4 Average discharge air velocity at peak of defrost ••ii Defrost Controls Electric Defrost Timed Off Defrosts Hot Gas Defrost Reverse Air Defrost Defrosts Run-Off Fail-safe Termination Fail-safe Termination Fall-safe Termination Fail-safe Termination Model• Per Day Time{min) {min) Temp.CF) (min) Temp.rF) (min) Temp.ff) (min) Temp.(OF) OSA 2 6-8 35 50 75 50 20 45 -- a --- 3 Not recommended on this model due to long defrost time. 1 4 NOTE"---'not an option on this case model. MadiumTemperature Defrost Schedule No Per Day Hours 1 12 midnight 2 12am-12pm i 3 6ain-2pm-10pro v ' 4 12-6am-12-6pro j ( E N G H L L 6 N C E I p�R�11rf I; All measurements are taken per ARI 1200-2002 specifications. 1�5 C g L US ;3 mNroxenr 402 u4ros illy i ONNSDIOarrow Multi-Deck Merchandiser CASE-7 4; 6; 8'& 12'(Dairy/Deli/Produce) Electrical Data High-Efficiency Anti-Condensate Defrost Fans Heaters Heaters Case Fans 120 Volts 120 Volts 208 Volts 240 Volts Length Per Case Amps I Watts Amps Watts Amps Watts Amps Watts 4' 2 0.47 28 --- --- 1.92 400 2.22 532 6' 3 0.70 42 --- --- 2.88 600 3.33 798 ! 12' 5 1.17 1 70 --- --- 5.77 1200 6.67 1600 Lighting Data Clearvo ant LED Lighting Y 9 9 (Per Light Row) Standard Power High Power (Cornice or Shelf) (Cornice) Case Lights Light 120 Volts 120 Volts Length Per Row Length Amps Watts Amps Watts 4' 1 4' 0.10 11.9 0.18 21.5 6' 2 3' 0.14 16.6 0.25 29.8 8' 2 4' 0.20 23.8 0.36 43.0 12' 3 4' 0.30 35.7 0.54 64.5 Guidelines & Control Settings s BTUH/ft Superheat Discharge Discharge Front Sill Set Point @ Bulb Evaporator Air Air Velocity Application Heights Conventional Parallel (°F) (°F) (°F) (FPM) DairyStd.Dairy 1856 1691 6-8 22 32 215 ry _ I Deli 2.5"Ext. 1807 1646 6-8 22 31 215 Cut Produce 5"Ext. 1777 1619 6-8 22 31 215 7.5"Ext. 1713 1561 6-8 22 31 215 Beverage Std.Dairy 1701 1550 6-8 29 37 215 Bulk Produce 215 - 36 1 5 1508 6 8 29 2.5"Ext. 65 5"Ext. 1598 1456 6-8 29 36 215 7.5"Ext. 1570 1430 6-8 29 36 215 Defrost Controls - Electric Defrost Timed Off Defrost Hot Gas Defrost Reverse Air Defrost Defrosts Run-Off Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Per Day Time(min) (min) Temp(°F) (min) Temp(°F) (min) Temp(°F) (min) Temp(°F) 4 6 8 32 47 42 47 26 45 42 45 'indicates that feature is not an option on this case model. NOTE:"--'m i 1 0 P 2 BTU H/ft notes: -Standard fans(see Appendix C)increase refrigeration load by 96 BTU H/fan. !. ! s -Listed BTUH/ft indicate unlighted shelves. For LED lighting,add 36 BTUH per 4'lighted shelf and 27 BTUH per 3'lighted shelf to determine Total Lighting BTUH Load,then divide the �I r Total Lighting BTUH Load by the length of the case. For T8 lighted shelves(see Appendix D)and 3rd row lighting,add 80 BTUH per 4'lighted shelf and 60 BTUH per 3'lighted shelf to �!! determine Total Lighting BTUH Load,then divide the Total Lighting BTUH Load by the length of the case. 3 Average discharge air velocity at peak of defrost. era eb .ed Defrost per Day ime ght ..� s 1 12 1 C o p m 3 V 2 12am- 2 0 Gam-2 m 1 m O O •�°""N°" � 4 12am-6am-12 m-6 m 5/2 0 1 .- 05specifications.A HRAE-72 20 216 All measurements are taken per S Hill PHOENIX refrig erated display cases for sale in the United States meet or exceed Department artment of Energy 2012 energy efficiency requirements. uirem ents ON5DMNarrow Multi-Deck Merchandiser 4, 6, 8' & 12'(Dairy/Deli/Produce) r 32 7116 in[82.4 cm]-»� 0o I 5"EXTENDED FRONT 7 1/2"EXTENDED FRONT 3rd ROW LIGHT W/NOSE LIGHT WI NOSE LIGHT (OPTIONAL) 13'MIRROR 16 in (OPTIONAL) I 26 3/16 in 23 11/16 in I [66.6 cm] 18 in LINE D LIMIT [60.2 cm] 81 11/16 in 19 1/2 in 22 in 1207.4 cm] 18 in 55 3/4 in i [141.7 cm] 18 in 83 6/8 in 59 in 2 1/2"EXTENDED FRONT 5"EXTENDED FRONT [212.4 cm] 18 in [149.9 cm], STANDARD DAIRY FRONT WI NOSE LIGHT j4in 213116 in23 11116 inPLENUM 18 3/4 in [60.2 cm] 147.5 cm] [53.9 cm] ` c 19 1/2 in � 141/2 in 17 in [49.6 cm] [36.9 cm] [43.2 cm] O 6 318 in 7� e� [16A cm]* ` 5 1/8 in [13.1.1 cm] 24 3l8 in [61.9 cm] 31 11/16 in[80.4 cm] 35 13/16 in 191.0 cm] PIPING TO THE TOP (OPTIONAL) 0 REAR REFRIGERATION �. 14 in[35.6 cm] (12 1/4"off of floor) WIRING TO THE TOP 8 in 120.3 cm] (OPTIONAL) 3 1/8 in[7.9 cm] 0 C n 0 23 in CD 24 3/8 in [60.6 cm] [61.9 cm] 23 3116 in 27 9/16 in 4 in a [58.8 cm] [70.0 cm]** [10.2 cm] 3513/16 in [91.0 cm] 31 11/16 in ------------------ -------------- -- [80.4cm] -- REFRIGERATION KICK PLATE I L 1 112 in[3.8 cm] ELECTRICAL LOCATION JUNCTION BOX 1 112"PVC DRAIN (END) (WIRING PER LOCAL CODES) �I CONNECTION 7 5/8 in[4'CASE] /T 8 518 in[6',8',10',12'] FRONT OF CASE 48 in[121.9 cm](4'case) 72 in[182.9 cm](6'case) 96 in[243.8 cm](8'case) 144 in[365.8 cm](12'case) NOTES: * STUB-UP AREA ** RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT SILL HEIGHT AND OVERALL CASE HEIGHT VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY 1 INCH TO CASE HEIGHT •WIRING-TO-THE-TOP ADDS APPROXIMATELY 41NCHES TO CASE HEIGHT •A 2"MINIMUM AIR GAP IS REQUIRED BETWEEN THE REAR OF THE CASE AND A WALL •AVAILABLE SHELF SIZES: 10",12",14",16"&18" TOP SHELF MUST BE 16"OR SHORTER. •RECOMMENDED CONFIGURATION IS 16"SHELF AND 3 OR 4 18"SHELVES BELOW TOP SHELF) •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE NSF. c&I C 217 05/12 -- i - ].I.L i _ Narrow Multi-Deck Merchandiser CAS -22 OK!3.5U 4, 6, 8' & 12'(Dairy/Deli/Meat/Produce) Electrical Data High Efficiency Anti-Condensate' Defrost Fans Heaters Heaters Case Fans 120 Volts 120 Volts 208 Volts 240 Volts Length Per Case Amps Watts Amps Watts Amps Watts Amps Watts 4' 2 0.15 9.2 0.14 17 1.92 400 2.22 532 6' 2 0.15 9.2 0.20 24 1 2.88 600 3,33 798 8' 3 0.23 13.8 0.25 30 3.85 800 4.44 1065 12' 4 0.31 18.4 0.38 46 5.77 1200 6.67 1600 Lighting Data Clearvoyant LED Lighting (Per Light Row) Standard Power High Power (Cornice or Shelf) (Cornice) Case Lights Light 120 Volts 120 Volts Length Per Row Length Amps Watts Amps Watts 4' 1 4' 0.10 11.9 0.18 21.5 6' 2 3' 0.14 16.6 0.25 29.8 8' 2 4' 0.20 23.8 0.36 43.0 12' 3 4' 0.30 35.7 0.54 64.5 Guidelines & Control Settings 2BTUH/ft Superheat Discharge Discharge3 Set Point @ Bulb Evaporator Air Air Velocity Cv nt alParallel 'F (°F) ('F) (FPM) 1000 927 6-8 22 28 204 Defrost Controls Run-Off Electric Defrost Timed-Off Defrost Hot Gas Defrost Reverse Air Defrost Defrosts Time Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Per Day (min) (min) Temp('F) (min) Temp('F) (min) Temp('F) (min) I Temp(°F) 3 6-8 40 47 45 45 26 45 45 45 1 Anti-condensate heater data for unlighted rear sill. For lighted rear sill,double the values. 2 BTUH/ft notes: -Standard fans(see Appendix C)increase refrigeration load by 96 BTUH/fan. -Listed BTUH/ft indicate unlighted shelves. For LED lighting,add 36 BTUH per 4'lighted shelf and 27 BTUH per 3'lighted shelf to determine Total Lighting BTUH Load,then divide the Total Lighting BTUH Load by the length of the case. For T8 lighted shelves(see Appendix D)and 3rd row lighting,add 80 BTUH per 4'lighted shelf and 60 BTUH per 3'lighted shelf to determine Total Lighting BTUH Load,then divide the Total Lighting BTUH Load by the length of the case. Model ON3.5UM only available for meat application with a thermopane-glass front or a curved plexiglass front. 3 Average discharge air velocity at peak of defrost. I' Defrost er Da Time C ..g US 12 ht 2 u6 2 12am-12 m 3 6am-2 m-10 m •�- �••� 4 12am-6am-12 116 All measurements are taken per ASHRAE-72-2005 specifications. 05/12 Hill PHOENIX refrigerated display cases for sale in the United States meet or exceed Department of Energy 2012 energy efficiency requirements. Narrow Multi-Deck Merchandiser 01' 3,5U 4, 6, 8' & 12'(Dairy/Deli/Meat/Produce) (11" BASEFRAME) EXTENDED STANDARD FRONT 12"INTERNATIONAL DELI 3"INTERNATIONAL DELI LIGHTED REAR SILL ERO� STYLE FRONT (OPTIONAL) Ij LOAD LIMIT 30 in 31 7/8 in [81.0 cm] P14 24 13116 m � o LINE [76.2 cm] [63.0 cm] v 30 112 in 25 13116 in 14 3l4 in 3/4 in10 in [77.4 cm] [65.5 cm] [37.5 cm] .5 cm] STANDARD rya ` 12 in �� FRONT 24 15116 In 4"SOLID FRONT 6"THERMOPANE FRONT 6"PLEXIGLAS FRONT E, 16 in [63.3 cm] M 59 7/16 in [150.9 cm] } r PLENUM 31 5/16 In 33 118 in 32 15116 in[68. COIL in [79.6 cm] [84.2 cm] [83.7 cm] 7 c27 cm] Q v 4 22 13/16 in 22 13/16 in 22 13/16 in 22 13/16 in 11 in [58.0 cm] [58.0 cm] [58.0 cm] [58.0 cm] _ [27.9 cm] 20 15/16 inCD �[53.2 cm] 22 112 in[57.2 cm] 25 1/8 in[63.8 cm] CD 35 13116 in 1:1.0 cm]35 13116 in[91.0 cm] "0 REAR REFRIGERATION O!? (18"off of floor) n fD 12 1116 in 4 in 23 1/4 in [30.6 cm] [10.2 cm] [58.9 cm] 25 1/8 in [63.8 cm] 313116 in [91.0 cm] KICK PLATE REFRIGERATION LOCATION ELECTRICAL L 1 112 in[3.8 cm] JUNCTION BOX (END) (WIRING PER LOCAL CODES) 1 1/2"PVC DRAIN CONNECTION l/ 8 11116 in[22.1 cm] FRONT OF CASE 48 in[121.9 cm](4'case) 72 in[182.9 cm](6'case) 96 in[243.8 cm](8'case) 144 in[365.8 cm](12'case) NOTES: * STUB-UPAREA ** RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT AND REAR SILL HEIGHTS VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY 1 INCH TO CASE HEIGHT •A 2"MINIMUM AIR GAP IS REQUIRED BETWEEN THE REAR OF THE CASE AND A WALL •AVAILABLE SHELF SIZES: 10",12",14",16"&18" •PRODUCT ON TOP SHELF SHOULD BE 3"BELOW DISCHARGE RECOMMENDED SHELF CONFIGURATION IN ROWS:1-10",1-12"&1-16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE NSF c �L us 05/12 117 ' I _._.i_i jIJ Narrow Multi-Deck Merchandiser ON3,5,U 4, 6 8' & 12'(Dairy/Deli/Meat/Produce) ii (5" BASEFRAME) i '. XTENDED STANDARD FRON 12"INTERNATIONAL DELI 3"INTERNATIONAL DELI STYLE FRONT STYLE FRONT LIGHTED REAR SILL (OPTIONAL) �.--.I-81/4 in[21.0 cm] LOAD LIMIT 24 1/8 in 26 1/16 in 0 LINE [61.4 cm] [66.1 cm] 18 15116 in 48.1 cm [ l 19 15116 i n l 8151 6 in 8 15/16 in 10 in` 30 1/2 in [50.7 cm] [22 66 cm] [22.6 cm] [77.5 cm] STANDARD 12 in ` FRONT 4"SOLID FRONT 6"THERMOPANE FRONT 6"PLEXIGLAS FRONT 2415116 in 16 in 63.3 cm] 53 9116 in [136.0 cm] -� } 21 3/16 in 25 7/16 in 27 5/16 in ---117 27 118 in PLENUM I [53.8 cm] 1 [64.6 cm] [69.3 cm] I [68.9 cm] COIL 17 in 17 in 17 in 17 in [43.2 cm] [43.2 j [43.2 cm] [43.2 cm] r 5 118 in[13.1 cm] 4 in[10.cm]* 24 3/16 in[61.4 cm] 29 3/8 in[74.7 cm] 35 13116 in[91.0 cm] REAR REFRIGERATION (12 114"off of floor) 4 in 23 1l4 in [10.2 cm] [59.1 cm] 24 3/16 in 26 3/16 in [ ------------ 66.5cm] [61.4 cm] ** 29 3/8 in - [74.7 cm] 13116 in --- - - --4---------- [91.0 cm] EFRIGERATION ELECTRICAL I KICK PLATE Ll 112 in[3.8 cm] JUNCTION BOX LOCATION (END) (WIRING PER LOCAL CODES) 1 1/2"PVC DRAIN I 11/16 in[22.1 cm] CONNECTION ,y (�LYT i FRONT OF CASE I ' 48 in[121.9 cm](4'case 72 in(182.9 cm](6'case) 96 in 1243.8 cm](8'case) 144 in[365.8 cm](12'case) NOTES: * STUB-UP AREA ** RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT AND REAR SILL HEIGHTS VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY 1 INCH TO CASE HEIGHT •A 2"MINIMUM AIR GAP IS REQUIRED BETWEEN THE REAR OF THE CASE AND A WALL •AVAILABLE SHELF SIZES: 10",12",14",16"&18" •PRODUCT ON TOP SHELF SHOULD BE 3"BELOW DISCHARGE •RECOMMENDED SHELF CONFIGURATION IN ROWS:1-10",1-12"&1.16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE NSF C U` us 0 118 05/12 I , _ -r - 1- 1 T 1 1 - 11 .1 .:IL.,...1 1..... !..:...... ... .. _ I.. I ..I.L _.i_I1. _... II.1.L.. ....1�. Narrow, Multi-Deck Merchandiser CASE-23 .0 N 15 U a 4, 6, 8 12'(Dairy/Deli/Meat/Produce) Electrical Data High Efficiency Anti-Condensate' Defrost Fans Heaters Heaters Case Fans 120 Volts 120 Volts 208 Volts 240 Volts Length Per Case Amps Watts Amps Watts Amps Watts Amps Watts 4' 2 0.15 9.2 0.14 17 1.92 400 2.22 532 L12' 6' 2 0.15 9.2 0.20 24 2.88 600 3.33 798 8' 3 0.23 13.8 0.25 30 3.85 800 4.44 1065 4 0.31 18.4 0.38 46 5.77 1200 6.67 1600 Lighting Data Clearvoyant LED Lighting (Per Light Row) Standard Power High Power (Cornice or Shelf) (Cornice) Case Lights Light 120 Volts 120 Volts Length Per Row Length Amps Watts Amps Watts 4' 1 4' 0.10 11.9 0.18 21.5 6' 2 3' 0.14 16.6 0.25 29.8 8' 2 4' 0.20 23.8 0.36 43.0 12' 1 3 4' 1 0.30 1 35.7 1 0.54 64.5 Guidelines & Control Settings 2BTLIH/ft Superheat Discharge Discharge3 Set Point @ Bulb Evaporator Air Air Velocity Conventional Parallel (OF) (OF) (OF) (FPM) 1000 927 6-8 22 28 204 Defrost Controls Run-Off Electric Defrost Timed-Off Defrost Hot Gas Defrost Reverse Air Defrost Defrosts Time Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Per Day (min) (min) Temp(OF) (min) Temp(OF) (min) Temp(OF) (min) Temp(OF) 3 6-8 40 47 45 45 26 45 45 45 1 Anti-condensate heater data for unlighted rear sill. For lighted rear sill,double the values. 2 BTUH/ft notes: Standard fans(see Appendix C)increase refrigeration load by 96 BTUH/fan. -Listed BTUH/ft indicate unlighted shelves. For LED lighting,add 36 BTUH per 4'lighted shelf and 27 BTUH per 3'lighted shelf to determine Total Lighting BTUH Load,then divide the Total Lighting BTUH Load by the length of the case. For T8 lighted shelves(see Appendix D)and 3rd row lighting,add 80 BTUH per 4'lighted shelf and 60 BTUH per 3'lighted shelf to determine Total Lighting BTUH Load,then divide the Total Lighting BTUH Load by the length of the case. Model ON3.5UM only available for meat application with a thermopane-glass front or a curved plexiglass front. 3 Average discharge air velocity at peak of defrost. Y , Defrost per Day Time 1 12 fam" U m-1 p NSF 2 12a 12 m c o� U$ 3 Gam-2 m-10 m 0 4 12am-6am-12 m-6 m 116 All measurements are taken per ASHRAE-72-2005 specifications. 05/12 Hill PHOENIX refrigerated display cases for sale in the United States meet or exceed Department of Energy 2012 energy efficiency requirements. 11fl i J I S I P 1 I � 1 II 1111 Narrow Multi-Deck Merchandiser 0 N 3,5 U :, 4, 6, 8' & 12'(Dairy/Deli/Meat/Produce) (11" BASEFRAME) EXTENDED STANDARD FRONT 12"INTERNATIONAL DELI 3"INTERNATIONAL DELI STYLE FRONT LIGHTED REAR SILL (OPTIONAL) �-81/4 in[21.0 cm] 31 7l8 in LOAD LIMIT 30 in [81.0 cm] 24 13116 in o LINE [76.2 cm] [63.0 cm] 30 1/2 in 25 13/16 in 14 314 in 14 314 in n" [77.4 cm] [65.5 cm] in 10 [37.5 cm] [37.5 cm] STANDARD r Nll 12 in FRONT 24 15116 in 4"SOLID FRONT 6"THERMOPANE FRONT 6"PLEXIGLAS FRONTy 16 in [63.3 cm] t. 59 7/16 in [150.9.9 cm] PLENUM - 31 5116 in 33 1/8 in 32 15/16 m COIL 27 1/16 in 84.2 cm] [68.7 cm] [79.5 cm] [ [83.7 cm] 22 13/16 in V(2 13/1n 22 13/16 in 22 13/16 in 11in [58.1 cm] [58. 6 i0 cm] [58.0 cm] [58.0 cm] \ [27.9 cm] 0 20 15/16 in N [__�[53.2 cm] 22 112 in[57.2 cm] N 25 118 in[63.8 cm] N 35 13/16 in[91.0 cm] REAR REFRIGERATION Q (18"off of floor) n CD 12 1/16 in 4 in 23 1/4 in [30.6 cm] [10.2 cm] [58.9 cm] 25 118 in [63.8 cm] 35 13/16 in [91.0 cm] -- ------------ t----\---------- - `KICK PLATE REFRIGERATION LOCATION ELECTRICAL L.1 1/2 in[3.8 cm] JUNCTION BOX (END) (WIRING PER LOCAL CODES) 1 1/2"PVC DRAIN CONNECTION 8 11/16 in[22.1 cm] FRONT OF CASE 48 in[121.9 cm](4'case) 72 in[182.9 cm](6'case) 96 in[243.8 cm](8'case) 144 in[365.8 cm](12'case) NOTES: * STUB-UP AREA ** RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT AND REAR SILL HEIGHTS VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY 1 INCH TO CASE HEIGHT •A 2"MINIMUM AIR GAP IS REQUIRED BETWEEN THE REAR OF THE CASE AND A WALL •AVAILABLE SHELF SIZES: 10",12",14",16"&18" •PRODUCT ON TOP SHELF SHOULD BE 3"BELOW DISCHARGE RECOMMENDED SHELF CONFIGURATION IN ROWS:1-10",1-12"&1-16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE NSF c �L us 0 05/12 117 11 J - i 1 -- - - - .tt - - .. __ _ Narrow Multi-Deck Merchandiser ON115U 4, 6, 8' & 12'(Dairy/Deli/Meat/Produce) (5" BASEFRAME) XTENDED STANDARD FRON 12"INTERNATIONAL DELI 3"INTERNATIONAL DELI STYLE FRONT STYLE FRONT LIGHTED REAR SILL (OPTIONAL) —81/4 in[21.0 cm] L LOAD LIMIT 8 inE[221.6 16 in o LINE cm] cm] 1$15/16 in [48.1 cm] '8J212-5611-1 6 in 10 in` 30 1/2 in cm] [77.5 cm] STANDARD 12 in . FRONT 4"SOLID FRONT 6"THERMOPANE FRONT 6"PLEXIGLAS FRONT 2415/16 in 16 in . 63.3 cm] 53 9116 in 21 3/16 in 25 7/16 in 27 5/16 mr143 18 in PLENUM I [53.8 cm] -_ [64.6 cm] [69.3 cm] cm] COIL x 17in 17in 17in NP. [43.2 cm] [43.2 cm] [43.2 cm] 5 1/8 in 113.1 cm] 4 in[10.cm]* 24 3116 in[61.4 cm] 29 3/8 in[74.7 cm] 35 13/16 in[91.0 cm] it Ili''. REAR REFRIGERATION (12 1/4"off of floor) it 4 in 23 1/4 in [10.2 cm 59.1 cm 24 3116 in 26 3/16 in [61.4 cm] [66.5 cm] 29 3/8 in 3513/16 in � --- ------------ --- [91.0I cm] EFRIGERATION ELECTRICAL I KICK PLATE L1 1/2 in[3.8 cm] JUNCTION BOX LOCATION (END) (WIRING PER LOCAL CODES) 1 1/2"PVC DRAIN I 11116 in[22.1 cm] CONNECTION FRONT OF CASE 48 in[121.9 cm](4'case 72 in[182.9 cm](6'case) 96 in[243.8 cm](8'case) 144 in[365,8 cm](12'case) NOTES: * STUB-UPAREA ** RECOMMENDED STUB-UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS •FRONT AND REAR SILL HEIGHTS VARY WITH BASEFRAME HEIGHT •ENDS ADD APPROXIMATELY 1 INCH TO CASE HEIGHT •A 2"MINIMUM AIR GAP IS REQUIRED BETWEEN THE REAR OF THE CASE AND A WALL •AVAILABLE SHELF SIZES: 10",12",14",16"&18" •PRODUCT ON TOP SHELF SHOULD BE 3"BELOW DISCHARGE •RECOMMENDED SHELF CONFIGURATION IN ROWS:1-10",1-12"&1-16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE NSF ceus O 118 05/12 T-,-T - _ l t �] i __ ITT, - CAS -2 Volid to this order onlyt F FkA : n� � !► r- 1� ) F fro.wcRI'm T#,xxm Tar Th ht:(81 Ta tea Biro f 19281 R A AEb<IS) NONE —1— -- — ®i-Gsi �-�i �:------:— cwcrYre _--_--_- = BAK-583 CONCEPT k {rt©z INCLUDED)--", Nct.uairD} M`4 E DONUT CASE 471 d Yr•lsfwllrrrs!! _��' -0T '"'"..•"��' �—..,u�_ �_*�".+ 1i "."!�-•^' �,�r � wS=' � ,�s„"'!.1� f n _ ,. - .•�.. fib aY' �--ar" ...- J' s'e'��` M� Y t WOOD/METAL ;. PER CUSTOMER ri_ iI 10f14J11 3 26 3/9 1 DATE SY;. RELEASE FOR 0A,- -- It--------t"—_- .� PRODUCTION USED 014:. '. '., ->�(bY is-;��:�-'•��a:� � i8r T - $ �`.. - _ ----• SCALE;1:16 SHEETM 1 OF 3D F mB iITEE BLOCK.TB•20Q8 SdLIRWORKS cxEN+�E 1A P= xzi A L Y%Y;QF5 .------.-.__-.- NITS f! 5�,j .:. ._ PRO!'F'S1AW ANDCONF8)CNftAS t4 u.T x`:.i.:..... TJ#EA DCC)<- PANYANDMAT JOTBr REPRGGORM T'!?06 LO bRt>1STROLEC J ANY T(>PM OR D64fnSE0 zT W µDIE CR ltJ 'tS' PAR rf THE hlAF O OM 11 ALIM TAR R'MRi 3rW Ct3PYRY"..M;1C47[NE MAP^p tCh t`qN'!. -- 00 NOT SCALE ORAWING 9 8 7 6 ' 5 4 3 2 l Page 1 of 30 19281.SI.DDRW 10/21/2011 - Valid to this order only! TEMPERED GLASS DOORS,SIDES,&TOPPH 7 Fh :. ► ' F LED LIGHTS v4 yT ff 192$1NONE A 11 ' Ll gi WIRE SHELVES W/WOOD PTM'S UWG TYPE t _ CONCEPT L un _ BAG HOLDER DONUT CASE EI I"BUMPER t 6" t � k 48' ----26 3/8 krt 1 7 e 4 WOOD/METAL PER P CUSTOMER OUST R L-i"BUMPER HH 10114111 v � .. TISSUE HOLDER RELEASE FOR E0AiF PRODUCTION I 55` 51318, CABINETS&DOORS FOR Ua__DON: STORAGE&LIGHT SWITCH i f OSITIVE PRESSURE FAN scalE:T:Tz sHeETasoFaD SIZE g TITLE BLOCK:TO.2008 60nwnota SOLIDWORKS 16 114- r xzk«Ott nE _ # 3/4" s`klA!% A"ryfs flit kL hS('r t.+ A � �I i'{.s'4'I."A}tl}((JN! ENPIAt IC) q � t!8 adAs'L'Y.Y f`f>r At3Y AND MAY N"il tt # <bt/2 255/8 -y- yrri °�Ptc € eiivi� {ofr { Jt4 wQt�ic+f Mt 'At '. ^G?5 Y,.4fl 2�3?(l'#MFcv_:i}C{V, A'.{T. DO NOT SCAIE DRAWING 9 2 4 3 2 l Page 2 of 30 19281.5LDDRW 1012112011 Volid to this order only! M IPA —0, 3_-C9 Mw-to Pw- 3 VT xex'wo m,taxes 761 I h j F FIM 18171244 SIM DWGN - 19281 A ti=t�tt51 NONE 2631fi CONCEPT -LE DONUT CASE E DO NOT PUT ON GLASS CLIP i �— 25 3/8" 48" C} 1 1/7 45' 1 1/2 22 5/8" 314' 1112 — 1] Ia.ATEn^AL 13/8" r WO( o/METAL J 3/k"J PER CUSTOMER t € ;,VAV 71 BY- FIN 9d P/16` NN 10/13/11 r rPE .. `ATE 90V3 B DATZ r 28 1/7 ; tr APFPCCVEDSY: DATE RELEASE FOR DATE _- PRODUCTION r 51 3/8" " USED Ott 55" — B r 5" 19 1/4" ' I SCAlE;1:13 SHEET M 3 OF 30 . -r— f `-. $ TITLE BLOCK:T8.2008 143/2"--- D°AW:C SOLIDWORKS c rctidy- ,c.,sA YYxf 013 FAN AND FILTER z aTacu ucc JiAw� u<unn xu€ i 1/2" ' TISSUE HOLDER P'OPR'LTAKYAtJf)cx N1e INISh I0 A A (BACK OF UNIT) IH= 1A£CO COMP VJY AN>M11AYN0F C J"1 F,I FO[)UCEO.P1FISK0 OPORfR Ulf 1) SECTION A-A PAIN"7 Wg)'.OUt THNY FORM OR€AVq#Q'IAt0q 4(F 641tJ 1NL MAPC0 COMPANY.At L PrIl6IS Pe 4l Pytp,. CCPY,,C T 2077 IN MAPC,OCOMPANY, DO NOT SCALE DRAWING 8 7 , 5 4 3 2 1 poDa of 30 19281,SLDrJ'RW 10121/2011 i --- _ yA a, MRTh +!e r yy, al q� k z �y= x� r 7 ,�� w+ �... ,«»,y✓ ,x $fie OWMO 3 Y= r i J 4A "# } = JA Narrow Multi-Deck End-Cap Merchandiser CAS E-2 ON3111SEM (Deli/Meat) Electrical Data High Efficiency Anti-Condensate Fans Heaters Defrost Heaters Fans 120 Volts 120 Volts 208 Volts 240 Volts Per Case Amps Watts Amps Watts Amps Watts Amps Watts 2 0.23 14 1.89 227 2.31 480 2.66 640 Lighting Data Clearvoyant LED Lighting (Per Light Row) Standard Power High Power (Cornice) (Cornice) Lights Light 120 Volts 120 Volts Per Row Length Amps Watts Amps Watts 1 1 5' 1 0.12 14.3 0.22 26.3 Guidelines & Control Settings 'BTUH/cs Superheat Discharge Discharge Set Point @ Bulb Evaporator Air Air Velocity Conventional Parallel (°F) (°F) (°F) (FPM) 7076 6388 6-8 22 33 275 Defrost Controls Electric Defrost Timed-Off Defrost Hot Gas Defrost Defrosts Run-Off Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Per Day Time(min) (min) Temp(°F) (min) Temp(°F) (min) Temp(°F) 4 6-8 40 47 45 45 --3 --- 1 BTUH/case notes: -Listed BTUH/cs indicate unlighted shelves. For LED lighting.add 45 BTUH per 5'lighted shelf. For T8 lighted shelves(see Appendix D),add 100 BTUH per 5'lighted shelf. -Standard fans(see Appendix C)increase refrigeration load by 96 BTUH/fan. 2 Average discharge air velocity at peak of defrost. 3 NOTE:"--"ind[cates that feature is not an option on this case model. Vll Defrost per Day Time p U 1 12 midnight C ©� us 2 12am-12 m 3 6am-2 m-10 m O 4 112am-6am-12 m-6 m 120 All measurements are taken per ASHRAE-72-2005 specifications. 05/12 Hill PHOENIX refrigerated display cases for sale in the United States meet or exceed Department of Energy 2012 energy efficiency requirements. 1; - - -11 III(- � I , ] I 1 - ITS I L- i Narrow Multi-Deck End-Cap Merchandiser ON3.5E (Deli/Meat) 0O LOAD LIMIT LINE 12 in 14 in 30 9116 in [77.7 cm] ;' STANDARD 54 3/16 in 16 in FRONT [137.7 cm] 2415/16 in[63.3 cm] PLENUM 21 3/76 in [53.8 cm] COIL 17 in „ [43.2 cm] Lf w (D 4 in[10.2 cm]* ((D 5 1/8 in [13.0 cm] 24 3116 in[61.4 cm] 29 3/8 in[74.7 cm] 35 13116 in[91.0 cm] 10 7/16 in 126.5 cm] REFRIGERATION (12 1/4 in off of floor) 6 7/16 in[16.4 cm] I � I I I I I I I I I I I I 24 in I I I I [61.0 cm] I I I I 24 3/16 in I I I I 29 3/8 in [61.4 cm] I I [74.7 cm] I I I I ------ -----------� 35 13/16 in I I [91.0 cm] L ————————————— ------------ II ELECTRICAL JUNCTION BOX 1 1/2"PVC DRAIN (WIRING PER LOCAL CODES) CONNECTION FRONT OF CASE 73 1/8 in[186.7 cm] NOTES: STUB-UP AREA •SUCTION LINE-7/8",LIQUID LINE-3/8" •AVAILABLE SHELF SIZES: 10",12",14"&16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE I NSF. c UL us o � 05/12 121 I T '0 Narrow Multi-Deck End-Cap Merchandiser �' -26 E NA1 ki 3 v 5 (Deli/Meat) Electrical Data High Efficiency Anti-Condensate Fans Heaters Defrost Heaters Fans 120 Volts 120 Volts 208 Volts 240 Volts Per Case Amps Watts Amps Watts Amps Watts Amps Watts 2 0.23 14 1.89 227 2.31 480 2.66 640 Lighting Data Clearvoyant LED Lighting (Per Light Row) Standard Power High Power (Cornice) (Cornice) Lights Light 120 Volts 120 Volts Per Row Length Amps Watts Amps Watts 1 5' 0.12 14.3 0.22 26.3 Guidelines & Control Settings 'BTUH/cs Superheat Discharge Discharge Set Point @ Bulb Evaporator Air Air Velocity Conventional Parallel (°F) (°F) (°F) (FPM) 7076 6388 6-8 22 33 275 Defrost Controls Electric Defrost Timed-Off Defrost Hot Gas Defrost Defrosts Run-Off Fail-Safe Termination Fail-Safe Termination Fail-Safe Termination Per Day Time(min) (min) Temp(°F) (min) Temp(°F) (min) Temp(°F) 4 6-8 40 47 45 45 --3 --- 1 BTUH/case notes: -Listed BTUH/cs indicate unlighted shelves. For LED lighting,add 45 BTUH per 5'lighted shelf. For T8 lighted shelves(see Appendix D),add 100 BTUH per 5'lighted shelf. Standard fans(see Appendix C)increase refrigeration load by 96 BTUH/fan. 2 Average discharge air velocity at peak of defrost. 3 NOTE:"--='indicates that feature is not an option on this case model. Defroster Da Time p U 1 12 midnight orr �JF O l US 2 12am-12 m a�asnu�r 3 6am-2 m-10 m 4 12am-6am-12 m-6 m 120 All measurements are taken per ASHRAE-72-2005 specifications. 05/12 Hill PHOENIX refrigerated display cases for sale in the United States meet or exceed Department of Energy 2012 energy efficiency requirements. 1 _�_ —_T1-rT ir I 1 111 11 1 -11 _ -T _ � Narrow Multi-Deck End-Cap Merchandiser ON3.5E Deli/Meat o° LOAD LIMIT LINE 12 in 14 in ` 30 9/16 in [77.7 cm] STANDARD 54 3/16 in 16 in FRONT [137.7 cm] a; 24 15116 in[63.3 cm] PLENUM 21 3/16 in + [53.8cm] s"" COIL 17 in [43.2 cm] (D 4 in[10.2 cm]* f0 5 118 in v 13.0 cm 1 2 4 3/16 in 61.4 cm [ I 1 29 3/8 in[74.7 cm] 35 13/16 in[91.0 cm] 10 7/16 in[26.5 cm] I REFRIGERATION (12 1/4 in off of floor) 6 7/16 in 116.4 cm] I I I I I I I I I I I I 24 in I I I I [61.0 cm] I I I I 24 3/16 in 2 I I 9 3/8 in I I [61.4 cm] i i I [74.7 cm] I I I ---------- ----------- ' 35 131/16 in I [91.O L cm] ————————————— ------------I Ij l� I II ELECTRICAL JUNCTION BOX ��II�� 1 1/2"PVC DRAIN (WIRING PER LOCAL CODES) !r CONNECTION FRONT OF CASE 73 1/8 in[185.7 cm] NOTES: * STUB-UPAREA •SUCTION LINE-7/8" LIQUID LINE•3/8" •AVAILABLE SHELF SIZES: 10",12",14"&16" •DASHED LINES SIGNIFY AREA INSIDE BASE RAIL BEHIND KICK-PLATE i NSf. c �L us 0 05/12 121 I I 1, T - T-- .1� .T 1 l h-1 L it T Hoshizaki reserves the right to change specifications without notice. I t I -03 - DCM - 270BAH QtY; *AutoCad available on KCL SANITARY CUBELET ICE MACHIN /DI PE DCM-270BAH 1109 Item# 13116 DIMENSIONS WXDxH DCM-270BAH 69n6 x 24i" x 3 I niis ' r z,. "with 4"legs k s r SD-270 6112 x` 24 x 353 Ib; �# Y � t i OAWE ' O O� DCM-270BAH w ll_ Air-Cooled ,.., DCM-270 Shown on an optional „r. SD-270 Stand JX u 4 SD-270 optional DCM-270BAH fly stand - CleanCycle 121-Every 12 hours,unit performs 15 minute purge to rid itself of impurities Durable stainless steel exterior Up to 282 lbs.of ice production per 24 hours - Easy to chew,cubelet ice - Self contained design reducing opportunities for cross contamination Dispenses ice and water - Removable air filter Stainless steel internal auger - R-404A Refrigerant Protected by HoshiGuard Antimicrobial Agent HOSHIGUAi SD-270 Stand - Heavy duty stand for floor model icemaker/dispenser - Corrosion resistant stainless steel exterior - Easy cleaning with attractive appearance - Locking door C Warranty. NSF C UL US LISTED IJ . Valid in United States,Canada,Puerto Rico,&U.S.Territories.Contact factory for warranty in ,.�41ZAKI ASO�nC � other countries. Two Year-Parts&Labor on entire machine. Five Year-Parts on: hermetic compressor,air-cooled fin and tube type condenser. © HOSHIZAKI AMERICA, INC. 618 Hwy.74 S.,Peachtree City,GA 30269 TEL 1-800-438-6087 FAX 1-800-34E 325 www.hoshizaki.com ' -11-r DCM-270BAH SANITARY CUBELET ICE MACHINE/DISPENSER DIMENSIONS W x D x H DCM-270BAH •Air-cooled 169I 16 x 2418 X,3 1 11116- 'with 4"legs SD-270 •Optional stand with locking door, 1612 x 24 x. 353116 AIR-COOLED 9 lb.Capacity Built-in Bin Water Temp'F. 50' 70' 90° LL 70° 282 271 259 O .Q 80° 248 238 228 :a 90° 219 201 2711/16 O O UTILITY CONSUMPTION Model Number KWH per GAL per 100 LBS. 100 LBS.` 3111/16 90/70 70/50 90170 70/50 81/2 DCM-270BAH 7.6 5.5 12.0 12.0 SPECIFICATIONS Model Number Condenser Amperage ` Shipping Weight Weight DCM-270BAH Air-Cooled 8.5 165 lbs. 4"Legs L SD•270 NIA NIA 951bs. DCM-270 169/16 24vs Ice making Air Flow Flaked Ice compacted into Cubelets by Extruding lamp Head Cutter and stored in an Insulated Bin with n Dispensing and Direct For best performance Continuous Agitation dun D s e w "clearance 9 9 P 9 al 6 Dispensing Auger O for air circulation Bin Removable Ice/Water Ath cleanable dispenser air filter nozzle Cutter 4"Black legs 13 R Extruding *Evaporator 121/4 20 9'16 AWG Head power cord 3/4 MPT Drain 1/2 FPT water supply Evaporator Refrigerant tubing r, Freezing Cylinder a E Stainless Steel Auger UUU g Insulation I ' Gear r t Gea Motor v 6es 9 Gear Train ' �mq I SD-270 ELECTRICAL&PLUMB ING/DCM-270BAH OPERATING LIMITS SERVICE •115V/60/I -Ambient Temp Range 45- 100°F •Panels easily removed and all components •15 amp cord connection -Water Temp Range 45-90°F accessible for service. •1/2"FPTWater Inlet •Water Pressure 10- 1 13psig •Removable/cleanable air filter. •3/4"MPT Drain •Voltage Range 104- 127V NSF c&uS LISTM y ©HOSHIZAKI AMERICA, INC. 618 Hwy.74 S.,Peachtree City,GA 30269 TEL 1-800-438-6087 FAX 1-800-345-1325 www.hoshizaki.com Printed in U.S.A. _T 7- 74 WF r G3 DIGITAL ICED TEA BREWING SYSTEMS 77yam, MODELS: PTT310, TCTS10, TCTT10, TCTS10 SWEET TEA r# s ' Revolutionary Design TWO Uttra-Precision Inlet Valves ITEM NO and Water Level Sensor System provide - unsurpassed tea flavor. ., re^ ., PROJECT rl 1 DATE G3 Digital Control Module - Provides precise 4 � t control for gourmet fine tuning with pulse brewing, �. .- n delay, and all critical brewing functions. G3 Enhanced Tea Flavor &Clarity - With digital accuracy, two separate precision valves provide unsurpassed control over concentrate brewing and dilution cycles. r� t � "Fast Brew"Option - Program selectable. Shortens brew time by g allowin concentrate and dilution „ cycles to run at the same time. r ; • "Dual Batch"Option-Overlay available(Orderseporately). re" Intuitive Scroll-Through Precision Programming- .: # � �' i }r o Large, brightly lighted display communicates functions at a glance. Easily adjust time, volume, s 0 '` ` temperature, brew functions and more. s `01 r , ¥{ • Two Factory Set Recipes... Regular and Tropical- �= fi ) 5v t y For out of the box operation. Zh On-Board Self Diagnostics- G3 continually senses �' { ➢ i a' k 0.7i "xJ "T proper brewing operation. A Service Phone Number and error code will be displayed in the rare event technical assistance is required...reducin downtime. Curtis' Exclusive G3 3-Year Warranty - 3 years of protection on the digital control components. • Cold Water Brew Lock-Out - Prevents brewing TCTS PTT3 when water temperature is below set level. (Shown with optional TCO dispenser) (With standard Tea Toter Dispenser) • Standard 120VAC Operation - Makes installation quick and simple. The new Curtis - "Iced Brewing Systems Colorful Iced Tea Merchandising Graphics. incredible tea flavor, p simple operation, A reduced maintenance. • "Sweet Tea"Brewer-Complete with electric pump. At the center of the Curtis G3 Tea Brewing Systems is its unique Universal Program selectable for regular or sweet tea. Control Module. The G3's oversized LCD display and simple interface makes "scroll through" programming incredibly easy. Of course, there's no need to adjust the �, � +� 4 � system, as Curtis' pre-programmed factory settings deliver ideal results right out x� � of the carton. Simply add bulk leaves or flow-thru filter packs and press the brewr � button for gallons of cool, flavorful iced tea in just minutes. *w xr 3 Curtis G3 Systems include a host of new features designed to optimize tear '.,y,� �yz N quality including... digital temperature and brew-by-volume control, PM alerts, cold �r P, water brew lock-out, and much more. The result is perfect tea flavor and clarity, . " which keeps customers- and profits- returning, Sweet Tea Control Module G Select from the low-profile Polaris PTT3 with movable"TeaToter"dispenser or the TCTS, TCTT or Sweet Tea for direct-to-dispenser high-volume brewing. �evR.�rr�,v u t L, }§ _ 16 5" �. (229-7) (419 m) ' . 525 0 I(133 Cm) a coax NOT$r+OWN 2.875^ FOR CLARITY (7.3 cm) b $,,u .^„ T "✓ (2 5 cm) ti M +^ $ TCTT 3$251/4'FLARE WATER (972 cm) TCTTCONNECTION 26,52S." TCTT > TCTS (67.6 m) 26 25 34 TCTS (66 7 cm) I '(as 4 cm) 22111" TCTS a x (568cm) 22 125 :I (562cm) 115. 13.5 (29 2 cm) (343 Cm) a m 16.5 3.75 �" 29cm� (419cm) (95cm) ' a k, 1. CORD NOT SHOWN'. 3 a > W �=. o FOR CLARITY as oml a 25 j A y 9.375' 94.125' (za a m1925, (a5 s cm) (zas Gn) A Li POWER CORD I � Al� ' 1r r 11.125" .. } 4 (22s cm1 2to cml 9.375' (34.3cm); r1238cm) Ae; 20.875 CONNECTION 6-1 22.5'-�� (28.3 cm) - b,.,.M..-... .�,...,...n.. .. .�..^w ,,.,.,.,.,5 ,... �� „ 4kg `xm"a s"r y * s 'i 7, 4, 1�; 7 r aG��..ac4a 0.. Finished Brew Capacity 3 to"5 Gallons 3'to 5 Gallons 3 Gallons Dimensions(HxWxD) 34"x10.125"x 20.75" 38.25">x 10.125"x 20.75" 29"x'11.125"x 20.875" Voltage 120VAC/60Hz 120VAC/60Hz 120VAC/60Hz Power Requirements 1700W/14.2A 1700W/14.2A 1700W/14.2A Cord&Plug 6 ft/NEMA 5-15P 6 ft/NEMA 5-15P 6 ft/NEMA 5-15P Water Intet 1/4"Flare 1/4"Flare 1/4"Flare Shipping Weight 38 tbs. 38 lbs. 46 lbs. Cube(cu.ft) 9.7 9.7 7.5 m. Fits Brewer Model PTT310 PTT310 TCTS10/TCTT10 TCTS10/TCTT10 Capacity 3 Gallons n/a 4 Gallons 3.5 Gallons Faucet Clearance n/a n/a 9.875" 8.125" Dimensions(H x W x D) 9"x 11.125"x 13.5" 10"x 14"x 14" 21"'x 11.125"x'15" 9.375"-diameter Overall Height 13.5" 14"' 21.75" 22.75" Shipping Weight 5 tbs. 8 tbs. 12 tbs: 8.25 lbs. Cube(cu.ft) 1.8 1.1 3.7 1.3 •o WILBUR CURTIS COMPANY,INC. 6913 Acco Street, Montebello, CA 90640-5403 Telephone: 800-421-6150 323-837-2300 Fax: 323-837-2406 \ �� N www.wiLburcurtis.com - c UL us NSF @2009 Wilbur Curtis Company,Inc. Printed in U.S.A JUL/09-12625 F-3360 rev.F T ICE µR LIQUID CONCENTRATE TEA & COFFEE DISPENSERS s MODELS, TW, TCC2, TCC3, TWN, TCC2N, TCC3N, TWC, TCC2C ITEM NO PROJECT t DATE f fr - ;,� s� ` • Mixing chambers have been designed and performance.engineered for enhanced blendingrf rm 9 e o ace. Easily adjustable concentrate-to-water mixing �,. � z ratio. , � Drip tray and quick i " : p y q disconnect included. • Durable, flexible braided hoses for reliable F: concentrate delivery. TCC1 TCC2 TCC3 • Extra length hose for under-counter or remote PP bag-in-box applications. 9 • Rear shut-off valve. l • Shelf will accommodate two 112 gallon bottles , , or bag-in-box applications. %E Iced coffee units include Scholle 'L" connector. � �t l Black plastic lid. l 'A a ,R� �u � t32 � .� f TCC1N TCC2N TCC3N TCC1C - Optional Iced Coffee Label:WC-38472 Blend and serve the perfect iced tea or P . _ iced coffee from concentrate every time. Curtis' Oval Tea Dispensers are uniquely engineered with an enhanced mixingchamber and venturi system to D p yM optimize the blending of bag-in-box concentrate and fresh water. Now you can consistently serve delicious and refreshing iced tea or coffee glass after glass. Braided Hose Quick Connect 9.z38" `6 2m wei�m 8.88" TCC1 24.53" ,7.aa, TCC1N 22.88" TCC1C 388" u=omt 8.0 5 121 Af 0.88" 18,00cm" l tasz1 19i13" dirty om) � �- 8 88" TCC2 2,.00" TCC2C 2463" 8a; TCC2N ,.,.<m 2 001, 3 do 88' - <m8.25 pin<ml 8.50° A/ AI 0 75" 12.75'� 0.88 ;8.00" iin<m) @rz..<ry lu o") 45.cm1 9.38" 14.25" 9,38° aasnn i 28.13' isa TCC3 88• TCC3N 13.88" 28 13" rasa<m As z 13.88 m) 8 s 0" asa68,. ml ew scm) 0.,5" I+srnp zza<m 0.75" -lZ4 SPECIFICATIONS u TCC1 ! 24.63" 9.38" 17 88 20.0 Ibs. y 6.20 cu.ft. v_ 8.501, TCC1 N 21.00" 6.25" 22.88" 21.0 Ibs. 3.97 cu.ft. 8.25" TCC224.63" 9.38" 17.88" 21.0 Ibs.° 6.20 cu.ft. TCC2N 21.00" 6.25" 23.00" 22.0 Ibs. 3.97 cu.ft. 8.25" "TCC3 28.13" 14.25" 73.88" 22.0 Ibs. 6.20 cu.ft. 8.50" TCC3N 28.13" 9.38" 17.88 22.0 Ibs. 6.20 cu.ft. 8.50" TCC1C24.63" 9.38" 17.88" 20.0 Ibs.' , 6.20 cu,ft. ' 8.50" TCC2C 24.63" 9.38" 17.88" 21.0 Ibs. 6.20 cu.ft. 8.50" ACCESSORIES VAC-8654 Scholle 1"Bag Connector WC-53117-101K Stainless Steel Bottle Siphon Tube Kit •® WILBUR CURTIS COMPANY,INC. 6913 Acco Street,Montebello,CA 90640-5403 NSf. Telephone:800-421-6150 • 323-837-2300 Fax:323-837-2406 _ www.wilburcurtis.com ✓ m Printed In U.S.A. DEC/2013-14238-F-3504 rev.6 Ill TIM L I I A_ ., . �. w � � ; WAN GEMINI° INTELLIFRESH® COFFEE BREWING SYSTEMS € MODELS: GEMSIF, GEMTIF, GEM31F, GEM51F, GEM5IFT lr x ITEM NO PROJECT •- DATE INTELLIFRESH° Technology - Continuously *� monitors and holds temperature by gently 01 adding heat to preserve coffee flavor. Fs • LED notification of freshness timing. �— • Gold Cup SeriesTM - Digital control module provides precise control over all aspects rHeGocln�cuPseeies^ of brewing: time, temperature, volume, plus specialty coffee needs from pre- infusion P y P infusion to pulse- brewing to water bypass. • Pre-set, one-touch Global Recipes - Based on coffee type, grind and weight. Simplifies profile setting for gourmet results every time. Industry's most effective mineral tolerant design. sa Patented fast-wetting AFS Srayhead f Non-immersed water temperature sensor • Encapsulated Control Board - Protects against steam, water and impact. rr Field selectable for 1/2, 1 or 11/2 gal. batch brewing. Perfect Heat, Perfect INTELLIFRESH® SATELLITE SERVERS AND WARMERS • Engineered for easy maintenance - Ti mi n g Perfect Brew. smart, water tolerant design. No foam or fiber insulation. ; ,a Brew the Perfect Cu Now. Serve the Perfect Cu #` P P Temperature can be set thru they Later. Brew and hold your coffee at the perfect temperature digital control board to high, medium for as long as you want. or ow to preserve peak coffee freshness-Fa r e o18 7 Quality es ess Factory set t 5 u l t Q y y , IntelhFresh timer is set to 2 hours.remembers so you don't have to. Once you press Brew, your pre-programmed freshness requirements and desired warming temperature is automatically set. IntelhFresh® Satellito Servers are smart. t. Theremember F t� a these settings — not only while at the brewer, but at the .. r remote servingstand too. The exclusive design envelops the 9 P satellite vessel with gentle, digital controlled warmth, so the serve will always taste as fresh s h first. Th last cup you e e ll a t e a the t e P y y p L" Gold Cup Series" Gemini IntelhFresh proves that high-end GEM3IF&GEMSIF(Left) brewin systems don't have to be costly and complex to serve 9 y y P erfect coffee. GEMSIF(Right) P .. - SPECIFICATIONS SPECIFICATIONS 0 Model No: GEMSIF10A1000 Model No: GEMSIF63A1000(DuatVoltage) Selections: 3 Brew Batches Selections: 3 Brew Batches - .875" Dimensions: 30.625"x 9.125"x 22.25" Dimensions: 30.625"x 9.125"x 22.25" ,- ,.-- 22.25" HxWxD HxWxD 17 30.625' sas=m, pr.ecm) Voltage*: 220V/1 Phase Voltage*: 120V/220V 11.8075" 3 Wire+Ground 2 Wire/3 Wire+Ground Power Rqmts.: 405OW 18.5A Power Rqmts.: 1650W/280OW 13.5/13.5A P. m, Water Source: 3/8"Flare Water Source: 3/8"Flare Ship Weight: 51 tbs. Ship Weight: 51 lbs. Cube(cu.ft.): 6.7 Cube(cu.ft.): 6.7 SPECIFICATIONS Model No: GEMTIF10A1000 o o _ ELI Selections: 6 Brew Batches - - 0.875" Dimensions: 30.625"x 18.125"x 22.25" "2 HxWxD - -- - 30.625" -- 22.25" 5as�m, Voltage*: 220V/1 Phase �'°`m' 1p87s" 3 Wire+Ground Power Rqmts.: 5100/750OW 23/34A z.7s° 3z m Water Source: 3/8"Flare 7.875•• o 0 !.,zo°�m, o0 s.s 18.125" Ship Weight: 85 lbs. Cube(cu.ft.): 10.9 SPECIFICATIONS Model No: GEM3IF(Satellite) Dimensions: 9.00"x 11.75"x 13.25" 1 H x W x D 11.75" 11.50" 6 (2s a cm) 10.00° (zs.z cm) 10.25" Voltage*: 120V 2 Wire+Ground 25.4°m) (26o°m) � �.25" Power Rqmts.: 71W/0.60A Ship Weight: 11 tbs. 9.00-j Cube(cu.ft.): 1.4 ,zzs°m) czzscm) SPECIFICATIONS 9.25 Model No: GEM5IF(Stand) l23.6cm Dimensions: 11.625"x 9.25"x 13.875" Om H x W x D i 13.875 t 11.625 35.2cm) Voltage*: 120V 2 Wire+Ground (2s,5om) Power Rqmts.: 71W/.60A (1s 1 om) Ship Weight: 10 tbs. L] Cube(cu.ft.): 1.4 SPECIFICATIONS 18.375 Model No: GEM5IFT(Stand) 467om) Dimensions: 11.75"x 18.375"x 13.875" O O HxWxD )132m 11.75 (35.2cm Voltage*: 120V 2 Wire+Ground (29Bcm) Power Rqmts.: 142W/1.18A ® (191em) Ship Weight: 14 lbs. Cube(cu.ft.): 2.8 'OptwA 220VAC/3 Phase-Specify 3 Wire or 4 Wire Plus Ground. ® WILBUR CURTIS COMPANY,INC. 6913 Acco Street,Montebello,CA 90640 5403 Telephone:800-421-6150•323-837-2300 U� Bs 3-837-2406 g www.wilburcurtis.com � NSF PENDING NOV/12-15932 F-3685 revs ACFC-10 QUICK-CHANGE CARTRIDGE SYSTEM COICENTRATED FLAVOR DISPENSER 0�'�t,1/7 SSHTI J { tee. ,. 71 - � �. AI d Va IIW �Hazelmrt Com ut Caa el {se Ir o- F BluebeRS &� dnn mon am �xu � a1 TM.a.. � ar r Why choose SureShot direct addition flavoring Q em,�, FEATURES AND BENEFITS for your coffee program? � t Si • Easy,"plug&play" installation •Expands variety and menu flexibility across oh�vo' {;L;. hot/iced/espresso/specialty coffee lines No calibration required •Facilitates fresher,higher quality coffee x s Fast flavor updates and changes •Eliminates flavored coffee beans , No cleaning low maintenance •Reduces expired flavored coffee waste Eye-catching, illuminated door display area •Increases available counter space by , v Low product level indication vl eliminating flavored coffee pots and brewers iiTl, �� `' ri • Cup placement guide and catch tray •Minimal labor required and virtually maintenance free • North America-wide Technical Service Network ` with lifetime access to the SureShot Service Sanitary and recyclabte, Support Center disposable cartr idg'ces GENIFRAL SPECIFICATIONS.NORT"AMErICA contain Premium (MODEL ACFC•10,patent pending) Beverage Flavors that Capacity:1.0 x 200 ml disposable cartridges are free of sugar,.fat, A/C Supply Voltage:1.20v AC,60 Hz,Z amp.1 ph carbohydrates and Simply Dimensions(L.xWxH):221/4"x 8°x 251/2" preservatives. _ Weigh i60lbs(empty) NSF18 ceUSLISTED h /C-IT/Ve Al " l _ ;T--T _ _ I I_Tf - Ay_. I TA 01 rta-;r'.1dl, Iced 1;=,I l i 1 �.. Brevvtr)vrcit.z cancl Ilav�r stcsiic tt 3 1 yoHr_)n poucli yields(240) 16 ounce servings on ice Height 24' sr a Diameter b" z s� Depth with dfip troy 12„ r Brewer Kit Weight 11 Ibs r a IN SO 1001M t � { Peach Mango Block Tea 4t � Black lea will)a hint of peach and n)ongn r lightly sweetened.29 calories Per 16oz serving. r 1N 52-2100 UPC 672145000353 Raspberry t31ocl:Tea m �� � h Black leo with a splash o1 refreshing raspberry. :`` � •� r "r °� tightly sweetened.29 colories perl6oz serving. w ln� }y In 1N 52 5200 UPC 672145000322 s r Black Tea �w Black lea. r fr Unsweelened.0 calories per 16oz serving. tr N 52-4200 UPC 672145Q00308 r err M 'Sweetened Black Tea .. Black lea. i Lightly sweetened 29 calories per 16oz serving. IN 52-6200 UPC 672145000315 Alai Berry Green Tea' Revolution Iced Tea serves up the C ualitij and saestain abiiit$g :Green lea with the natural essence of Brazilian that your customers have been looking for. alai bemes. lightly sweetened.29 calories per 16oz serving. Quality.Hand picked,estate grown premium teas. Consistent fresh flavor IN 52-1200 UPC 672145000278 glass alter glass. Tangerine Green Tea } Consumer Trends.Revolution Iced Teo delivers the quality, taste and flavor Green tea will)the zip 0 fresh tangerine. tightly sweetened.29 calories per 16oz serving. that today's consumers are looking for. IN 52.2200 UPC 6721450002135 a_ II 5usficiinnbility. No electricity and no waste. Even our brewed tea leaves Cucumber`kemongrass Green Tea are composted after e)dractian. Green tea wiih a burst of cucumber and lemangrass of flavors. lightly sweetened.29 colones per 160z serving Variety. Revolution Iced Tea offers a wide range 1N 52.3200 UPC 672145000292 I s 1 ! °P Iced i6a is Well the heveroc�e grog th in Foo�lser�+icy �.� Iced tea has airideppeol across agr groups;with 5 ,of cc:ns�lmpfiraietareen ages"t?arid t ` Lands ounce;TCCC Cotisurrier Beverage ''The beverage category has e;Incnded by 25alp'Jw to the increoseri demand fear iced 4cr1; i Source: Pia'Pdely Ten AIlril)ut s Reseoich 'V a ,.° r 1 r e 1' a ` �- w lt7 "tee}nc+rr'r#}�c)l�o,t�hr;,�er�,�.,� cots;�s •� cay..i fi:;c}.,w� ., y b Iced taco has cc�nsislr"anfi}�r c,€)9pct_ed g'c� th h� � Y jQurce: NPD Cuslon)Reseal�1� Ss"CCialtytCas orei"l[I�er9�"1'1f7+'`.CJ)i,r};'} '-� �'i .fit,:° .uS'" '�f rtr Idr`3 t;!O. In tr.rtr�r a ,r r.` s;,,�{'',: � =*art ^�+, •.6 � ,�r a d s�y�`' '; w r�� �, ,5 2.,.r v") r,• � �y ."� r� s �r`�<n i,' :....._. w, ur. r 3 � "5M +5 t _ �. - _•.- m-.x .� ..� ,.,... - A x3 z`: 4 3 4sf,R..r w$�r,ru.tiu4.a ri r 11 t� Jt) i Bunke �'S tin V�, -4 CAS -31 Selling Points � � • Angled front slide top freezer complete with %Pwt„ 6„ = A attractive graphics on all four sides ��� Ideal for retail and food service locations such as - conveniencestores,tourist attractions,hotels/resorts, � stadium concessions,hospitals,business and x -17 industry,airports and theatres ; „"H�ag¢n•Dau {% 1 ;' ;, �,. C, E e r O O O x O O '' r Width ' 01* v c **; jk X.� Depth 26" 26 26" 26 26� �v a Height Front 30" 30 30 30 30" ; Y Q Q 0 Height Back 35 35" 35 35" 35 - Usage Requirements: + : •100%Dreyer's distributed product -- 3.6 6.7 9.1 11.6 14 `CUBIC Feet' •Equipment is the sole property x, single serve 6 of Dreyers Grand Ice Cream,Inc. Baskets 2 4 5 6 Do not rewrap or deface .,,..� " pint I ... Sections 6 12 15 18 19 Volts 120 110 120 120 120 Amps 4.9 4.9 6 6 6 117 139 157 174 198 s Weight Obs.} Angled top for easy NSF, Classified Lock&Key product viewing ULO Sanitation Included On Wheels T , "UL®is a registered trademark of it's respective owner.` ©HDIP,Inc. v_. All othertrademarks are owned by5oci€te des Produits Nestle S.A.,Vevey,Switzerland ` �,.. F ' 3 Ii r • r • a ui + t r�.. a 3a �-•k:'. � "C r�-° - �" �� - - A. s _ F R —04 41A# TRUE FOOD SERVICE Project Name: I6 w, . . EQUIPMENT, INC. Location: 2001 East Terra Lane•O'Fallon,Missouri 63366 Item #: Qty. 515# (636)240 2400 9Fax(636)272 2408•(800)325-6152 9 Intl Fax#(001)636-272-7546 Parts Dept.(800)424-TRUE•Parts Dept.Fax#(636)272-9471 •wwwtruemfg corn Model # JAW- ON r t1 Y Model: • TUC-48F R t ! m_ t_ I' lll� True's undercounter units are ! designed with enduring quality that protects your long term investment. Zrc I► Designed using the highest i quality materials and components 1-7 to provide the user with colder product temperatures,lower utility costs,exceptional food safety and the best value in today's food service marketplace. ° 'Oversized,environmentally friendly(R404A)forced-air refrigeration system holds 10°F (-23.3°C). Ideally suited for both frozen foods and ice cream. k) sl I► All stainless steel front,top i and ends. Matching aluminum s finished back. S !EE E Front breathing. s I a F I ": d Heavy duty PVC coated wire ' shelves. s x (r Automatic defrost system time- ,. 4r initiated,time-terminated. 1 ll� Foamed-in-place using Ecomate. A high density,polyurethane insulation that has zero ozone depletion potential(ODP)and i zero global warming potential (GWP). ' I r; i, Scan code il,i for video s ROUGH—IN DATA Specifications subject to change without notice. Chart dimensions rounded up to the nearest Ye"(millimeters rounded up to next whole number). Cabinet Dimensions Cord Crated (inches) Length Weight ll! (mm) NEMA (total ft.) (lbs.) ' Model Doors Shelves L Dt H* HP Voltage Amps Config. (total m) (kg) I TUC-48F 2 4 483/8 30'/s 293/4 1/a 115/60/1 6.1 5-15P 7 290 1229 766 756 Yz 230-240/50/1 5.1 A 2.13 132 t Depth does not include 1"(26 mm)for rear bumpers. ♦Plug type varies by country. *Height does not include 61/4"(159 mm)for castors or 6"(153 mm)for optional legs. ENERph APPROVALS: AVAILABLE AT us910E Ili 3/13 Printed in U.S.A. 77 FF] I Model: • • � )� �x, 1 r � TUC-48F STANDARD FEATURES DESIGN Insulation-entire cabinet structure and solid ELECTRICAL • True's commitment to using the highest doors are foamed-in-place using Ecomate.A Unit completely pre-wired at factory and ready quality materials and oversized refrigeration high density,polyurethane insulation that has for final connection to a 115/60/1 phase,15 amp systems provides the user with colder product zero ozone depletion potential(ODP)and zero dedicated outlet. Cord and plug set included. temperatures,lower utility costs,exceptional global warming potential(GWP). food safety and the best value in today's food 5"027 mm)diameter stem castors-locks 115/60/1 service marketplace. provided on front set. 36"(915 mm)work / I NEMA-5-15R REFRIGERATION SYSTEM surface height. • Factory engineered,self-contained,capillary DOORS OPTIONAL FEATURES/ACCESSORIES tube system using environmentally friendly • Stainless steel exterior with white aluminum Upcharge and lead times may apply. (CFC free)R404A refrigerant. liner to match cabinet interior. ❑230-240V/50 Hz. • Oversized,factory balanced refrigeration system • Each door fitted with 12"(305 mm)long ❑6"(153 mm)standard legs. with guided airflow to provide uniform product recessed handle that is foamed-in-place with ❑6"(153 mm)seismic/flanged legs. temperatures. a sheet metal interlock to ensure permanent ❑21/2"(64 mm)diameter castors. • Extra large evaporator coil balanced with higher attachment. ❑Single overshelf. horsepower compressor and large condenser; • Positive seal self-closing door(s)with 900stay ❑ Double overshelf. maintains-10°F(-23.3°C)cabinet temperatures. open feature. Door(s)swing within cabinet ❑Stacking collar. Ideally suited for both frozen foods and ice dimensions. ❑30"(762 mm)deep,'/2"(13 mm)thick,white cream. • Magnetic door gasket(s)of one piece polyethylene cutting board. Requires"L" • Sealed,cast iron,self-lubricating evaporator construction,removable without tools for ease brackets. fan motor(s)and larger fan blades give True of cleaning. ❑30"(762 mm)deep,'/2"(13 mm)thick, undercounter units a more efficient,low SHELVING composite cutting board. Requires"U brackets. velocity,high volume airflow design.This . Four(4)adjustable,heavy duty PVC coated wire ❑Heavy duty 16 gauge tops. unique design ensures faster temperature shelves 219/16"L x 16"D(548 mm x 407 mm). ❑Exterior rectangular digital temperature display recovery and shorter run times in the busiest of Four(4)chrome plated shelf clips included per (factory installed). food service environments. shelf. ❑ADA compliant models with 34"(864 mm)work • Condensing unit access in back of cabinet,slides . Shelf support pilasters made of same material surface height. out for easy maintenance. as cabinet interior;shelves are adjustable on 1/2,, ❑ Low profile models with 311/8"(810 mm)work • Automatic defrost system time-initiated,time- (13 mm)increments. surface height. terminated. ❑Remote cabinets(condensing unit supplied MODEL FEATURES by others;system comes standard with 404A CABINET CONSTRUCTION . Evaporator is epoxy coated to eliminate the expansion valve and requires R404A refrigerant). • Exterior-stainless steel front,top and cabinet potential of corrosion. Consult factory technical service department for ends. Matching aluminum finished back. • NSF-7 compliant for open food product. BTU information.All remote units must be hard wired during installation. PLAN VIEW 5217132' (Ms mm) 485116" „1..211$/§2 �.,___-_-- 30Vt6".. . -..� • 1" (1 M mm) (W mr') (764 mm) I (26 mm) (756 mm) 3515/16" (913 mm) 2$116" ....------------- t (59 mm) 63118" 1158 MM) (321 W,4 (499 mm) (99 mm) Ft FVATION r IG-q OF"' WARRANTY METRIC DIMENSIONS ROUNDED UP TO THE Three year warranty on all parts NEAREST WHOLE MILLIMETER- 'Ar Model Elevation Right Plan 3D Back and labor and an additional 2 " F CL year warranty on compressor: SPECIFICATIONS SUBJECT TO CHANGE TUC-48F TFQY02E TFQY025 TFQY02P TFQY023 (U.S.A.only) WITHOUT NOTICE TRUE FOOD SERVICE EQUIPMEUT 2001 East Terra Lane•O'Fallon,Missouri 63366•(636)240-2400•Fax(636)272.2408•(800)325-6152•Intl.Fax#(001)636-272.7546•www.truemfg.com I 11(1-f F _]_ _�_ - GRILL-2 M0aRET,,jDd1D0� AAccu-STEAMTMGRIDDLE EG SERIES CCU emElectric/Steam-Heated, p WSBS Tabletop Griddle .. Project: Location: Item#: Quantity: Short Specification Standard Control Features Griddle shall be an Energy Star compliant Power-On switch &indicator light electric-heated unit,with a hermetically- • Heating indicator light sealed vacuum chamber that produces • 200-400°F(93-204°C)solid state steam that heats the 8-gauge stainless thermostat ' steel griddle plate. Efficient steam heat • Easy front service access to controls ` • & transfer provides 200-400OF(93-204°C) operating temperature range and uniform EGF-A36Accu-Steam'TM griddle surface temperatures of±5°F Coo! in CapaClt &All licatlons Tabletop Griddle (±3°C).Griddle fabricated from cold-rolled Effective Cooking Area stainless steel with 4.5" high back splash, sides that taper from 4.5"to 1.7",a 4" Depth 24"Wide 136-Wide 48"Wide wide by I"deep full front grease trough 2s" 677 s in 1017 sq.in. 1358 s and 1Y2-2 gallon grease drawer. Unitto be q' - q'10' I UL listed and manufactured in the USA. 24" 558 sq.in. 838 sq.in. 1119 sq.in. Griddle Applications include: • Pancakes, Eggs,Sausage,French Toast Construction Features • Burgers, Grilled Onions,Toasted Buns • Cold-rolled and annealed stainless steel • Grilled Cheese,Sandwiches griddle plate with polished stainless • Fried Potatoes,Fish,Chicken Breasts, steel body and stand Philly Steaks,Liver and MORE • 8 gauge griddle plate with 4.5" high rear splash and 4.5 to 1.7"tapered side walls Environmental Approvals& s rogram • 4"wide by 1"deep full front grease •P r R'W trough pmqq . , • 2"x 4" drop chute to 1X-2 gallon capacity grease drawer inside enclosed _ compartment _ • 4"legs with bullet feet(standard) Other Approvals _p.. Performance Features c us LISTED • Hermetically-sealed steam chamber heats griddle plate • 9.6-kW[24"]or 14.25-1(W total power, Options&Accessories long-life low watt density heating elements mounted inside vacuum • "U" Channel for connecting 2 griddles chamber and immersed in chemically • Front mounted condiment board/prep pure water(Water never needs shelf-8"wide stainless steel replacement) • Heavy duty stainless steel stand with • Steam transfers heat evenly to entire bottom shelf with 5" casters cooking surface with only±5°F(±3°C)in • Condiment Board temperature variation • Control Guards • Rapid surface temperature recover 10 p y[ Maritime Package(call for details seconds or less]allows turning product g ) Correction Package(call for details) to same spot • Chain Package(call for details) • Smooth cold-rolled stainless steel griddle surface speeds and simplifies cleaning MM5206-0912 AccuTemp Products, Inc. 8415 North Clinton Park• Fort Wayne, IN 46825 . 800-210-5907 . 260-493-0415 • Fax 260-493-0318 •accutemp.net TTF 11 _ l _ _ r - —T -- T - I LLL- -- _ i All, d d ACCu-STEAMTM GRIDDLE EG SERIES Electric/Steam-Heated, ccu �em �'SBESTGR Tabletop Griddle Accu-Steam Griddle Specifications (replace****with voltage&phase,i.e.2083) ��1����1 ,f` �' EGf**"*R24QQ-il EGf****B24Q0-i1 EGf****R3600i1 EGf*"**B3fiQQ-11 E6f"***A4800-i1 .EGf*'**B4800i1. 9.6 kW 9.6 kW 14.25 kW 14.25 kW 14.25 kW 14.25 kW 26.68 26.68 39.56 39.56 39.56 39.56 i ' 4�I � t 40 40 n/a n/a n/a n/a t* d rgs..p "ter 39.58 39.58 34.28 34.28 34.28 34.28 y�t1n � xr „ 17.1 17.1 25 25 25 25 15.41 15.41 22.87 22.87 22.87 22.87 NVY24.2516161 24.25[6161 36.25[9211 36.25[9211 48.25112261 48.25[12261 33.125[841] 28.125[7141 33.125[8411 28.125[7141 33.125[841] 1 28.125[7141 23,875[6061 23.875[6061 35.875[9111 35.875[9111 47.875[12161 47.875[12161 28.375[7211 23.375[5941 28.375[7211 23,375[5941 28,375[7211 23.375[5941 , . 3.188[811 5.688[1441 3.188[811 5.688[1441 3.1881811 5.688[1441 f1 `144 o Bpi ..:, 677 sq.in. 558 sq.in. 1017 sq.in. 838 sq.in. 1358 sq.in. 1119 sq.in. 1.5 gal. 1.5 gal. 2 gal. 2 gal. 2 gal. 2 gal. 15-5DP 15-50P 15-50P 15-50P 15 50P 15 50P L16-20P L16-20P L16 30P L16-30P L16-30P L16 30P (2) Power Cord Provided Notes: 1.)Dimensions in brackets[]are metric. 2.)5'power cord wtih plug provided. (B) (D) (Cooking Width) Unit Depth Grease Trough (A) 129/16" El [3191 81/4"[2091 RIGHT SIDE VIEW (Cooking Height) EGF FLUSH MOUNT SERIES Control Panel (C) (Cooking Depth) 17 5/8" E [4481 O (Cooking Height) (Cooking Height) 41/2" � Feet Standard [1141 Grease Pan 22 3/4"[5781 ��Griddle Width Dim leg-to-leg t(E) Bullet Feet Footprint-'i 24" 20" 2 36" 32" RIGHT SIDE VIEW [661 61 48' 44" MM5206-0912 AccuTemp Products, Inc. 8415 North Clinton Park• Fort Wayne, IN 46825 • 800-210-5907 • 260-493-0415 • Fax 260-493-0318 • accutemp.net T lh HOOD-1 �) 50-D INFORMATIONMA%, AUSPL NUM cUPPLY LENUM HOODCGNFIG.MODEL LENGTH COCKING TOTAI-L RiSER<S> TOTAL Ri>ER;S) HOOD END TO CONSTRUCTION ROW TEMP. lEXH. CFMl WIDTH(LENG. IIIA. CFM S.P. SUP. CFM WIDTH LENG. ➢iA. CFM I S.F. END - - 5424 T DAO" 1 600 Deg 175p t0' I6' 1750 -0.454' 430 SS NO-2-PSP-F ' 1575 ALONE ALONE I Where Exposed H OD INFORMATION FILTERS) LIGHTCS) FIRE HOOD HOOD UTILITY CABiNE (S> NO. TYPE gi Y,HEIGHT LENGTH CTY. 7ypE �W�4E FIRE SYSTtM EL C RICAL SWITCHES SYSTEM ANGING� ;GUA4D LOCATION TYPE SIZE MODEL # QUANTITY LOCATION PIPING WGHT ', '. ] SS Bcffle with Handles 4 16' 76' Incandescent Light Fixtj NO I Left 1 Light 487 1 16' 20' 31111028 1 Fan Outside XOOD OPTIONS HOOD OPTION 140. i FIELD WRAPPER 16.00' High Front,Left, Right 3' BACKSPLASH BOAO' High X 96.00' Long 430 SS Field E OR.9TED SUPPLY P ENUMj� Cut 10' I 10 X 16' L HOOD RIS R(S) _ _J Exhaust NC POS. LENGTH WIDTH HEIGHT TYPE Riser WIDTH LENG, DIA. CFM S,P. I Front 46' IB' 6' MUA 12' 20' 787 0.323' . MUA iz• 2D• 78� ps23• 54' U.L. Listed Incandescent Ligh l Fixture-High Te-p Assembly - titity abinet - 20' 20' o - 2 T 49' I 24, 12' 7' 0.00'Nom./7' 0.00'OD - - PLAN VIEW — Hood #1 7' 0.00" LONG 5424ND-2—ESP—F JOB TEDESCHI LOCATION DATE 6/25/2011 JOB # 1393240 DWC # 1 DRAW BY PWB-26 REV. SCALE 1/32 INCAi\DESCENT LIGHT FIXTURE-HIGH TEM' .SSEMBLY, INCLUDES CLEA'� !HERMAL AND SHOCK RESISTANT GLOBE LL55 FIXTURE) FIELD WRAPPER 16.00' HIGH CSEE HOOD OPTIONS TABLE) i FIELD CUT EXHAUST RISE A ACHING SUPPLY RISER HANGING ANGLE P ATES WITH VOLUME DAMPER 23.5% OPEN STAINLESS 16' SS BAFFLE WITH 23/4' STEEL PERFORATED PANEL HANDLES AND HOOK 6• J 3' INTERNAL. STANDOFF � 18' - �- : 24' NOM. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO j ENSURE THAT THE HOOD CLEARANCE I -�- FP.GM LIMITED-COMBUSTIBLE- AND COMBUSTIBLE MATERIALS ' IS IN CCIMPI.IANCE WITH LOCAL CODE REQUIREMENTS. - GREASE DRAINJ 46,3' MAX WITH REMOVABLE CUP 104' BACKSPLASH 80,00' HIGH X SGAO' LONG 80' AFF TYP. i EQUIPMENT BY OTHERS SECTION VIEW - MODEL 5424ND-2-PSP-F HOOD - k 1 JOB TEDESCHI LOCATION \✓ ®® = DATE 8/25/201i JOB # 1393240 r—=— -- --- DWC # 2 DRAIM1?J l3Y PWB-2b P.EV. SCALE 1/32 EXKA UST FAN LVFOR 4IATION FAN CN:T FAN UNIT MODEL # MCDEL TAG CFM 71 P. RPM H.P. 0 VCLT FLA :WEIGHT (L2S.) NO' I I i —14FA NCA14FA 1750 0.875 1120 10.750 3 218 2 7 118.14 i HEATER MUA FAN INFORMATION FAN JNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS) NO. 2 D76 G7 DA 1575 0.400 2293 2.000 3 208 6.0 343.31 OAS FIRED MAKE-UP AIR UNIT S FAN rNPUT OUTPUT REQUIRED INPUI GAS UNIT BTUs BTUs TEMP.RISE PRESSURE GAS TYPE NC. 2 120179 110565 65 deg F 7 In. w.c. - 14 Naturnl AN OpTlolvs FAN UNIT_OPTION (0ty. - Descr.) NO. t 1 - Grease Sex 2 II - Intet Pressure Couge, 0-35' 1 - Motorized Intake Darpen (D76) FAN ACCESSORIES EXHAJST SUPPLY ''.. FAN FAN '.. UNIT UNIT NO. TAG GREASE GRAVITY WALL SIDE GRAVITY MOTOP.IZED WALL CUP DAMPER MOUNT DISCHARGE:DAMPER DAMPER MOUNT YES YES CURB ASSEMBLIES NO. F N�.E�-�-lITEM SIZE _.-. I # 1 36 LBS Curo 23000'W x 23.000'L x 20.0901H 6,00112.000 Pitcn Vented Hinged 2 # 2 50 '._BS Curb 19.500'W x 52.000'L x 20.000'H 6000.12.000 Patch Along Width,Right Insulated JOB TEDESCHI LOCATION - DATE 8/25/2011 JOB # 1393240 �— — DWG # 3 DRAWN BY PW3-26 REV. ISCALE 1/32 FANN k1 NCA14Ffi - EXHAUST FAN J� 33 3/4 FEATURES: .. . . . .. /I ��.� 23• ROOF MOUNTED FANS 23` ` -RESTAURANT MODEL UL705 AND LL762 AMCA SOUND AND AIR CERTIFIED VENTED -WIRING FROM MOTOR TO DISCONNECT SWITCH CURB -WEATHERPROOF IIISIINNECT n -HIGH HEAT EFFRAT1ilN 300-F(149'C) 2I' --.. -GREASE CLASSIFICATION TESTIN5 NORMAL TEMPERATURE TEST 20 GAUGE 30 U2 STEEL J -- WHILE E FAN MUST OPERATE CON 049*CSLY . 23 WHILE EXHAUSTING AIR AT 300'F(149'C7 CaNSTRUCTFON — LKTIL ALL FAN PARTS HAVE REACHED THERMAL EQUIL13RIUM,AND W11H]UI ANY '. DETERIORATING EFFECTS TO THE FAN WHICH GREASE DRATN WOULD CAUSE UNSAFE OPERATION. 3` FLANGE -� ABNORMAL FLARE-UR TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY ! / ROOF OPENING WHILE EXHAUSTING BLRNING[PEASE VAPORS AT 600'F(316 C)FOR A PERIOD OF `.. / 21 DIMENSIONS 15 MINUTES WITHOUT THE FAN BECOMING 21 �� �✓ (--14 7/3 DAMAGED TO ANY EXTENT THAT COULD CAUSE _ 17 7/3� 35 3/4 AN UNSAFE CONDITION. 21 ppT1:,CI.N$. PITCHED CURBS ARE AVAILABLE FOR PITCHED RQQFS. 6' GREASE BOX 2a 3/d 27' C SPECIFY PITCH 12, -- EXAMPLE, J/I2 PITCH 30' SLOPE -- DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN(BY OTHERS) I I JOB TEDESCHI Ao% a M�AM wry LOCATION _ Aw" = = = DATE S/25/2011 JOB { 1393240 � e-- DWG # 4 DRAWN BY ?WB-26 REV. SCALE 1/22 FAN 42 376 - HEATER SUPPLY SIDE HEATER INFORMATION I Lml CFM DIRECT FIRED HEATER.. BELT DRIVE. .. 2. INTAKE HOOD WITH EZ FILTERS WINTER TEMPERATURE = 5'F. TEMP. RISE = 65'F. 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT OUTPUT BTUs AT ALTITUDE OF 0.0 ft, = 110565 4. GAS PRESSURE GAUGE, 0-351, 2.5' DIAMETER, 1/4' THREAD SIZE INPUT BTUs AT ALTITUDE OF 0.0 ft. = 120179 5, MOTORIZED BACK DRAFT DAMPER 13' X 17' FOR D76 cn,4PAC7 DIRECT FIRED HEATERS W/EXTENDED SHAFT, STANDARD OUTPUT BTUs AT ALTITUDE :IF 11 ft. = 110565 GALVANIZED CENSTRUCTION, 3/4' REAR FLANGE, TF120S ACTUATOR INCLUDED INPUT BTUs AT ALTITUDE OF 11 ft. = 120179 8 1/2" 4 NG -{ 2 DISCHARGE OPENING. FLEX CONDUIT A a WIIRIN'uELD IR�L=�n' a — — —o—— — - - 5 5/8' -I 22 1/2' 83 7/16' — _.-_ 54 1/4' FILTER ACCESS SERVICE DISCONNECT IJUUR SWITCH 1 O AIRFLOW SCREENED BLOWER/ INTAKE MOTOR I/2' NPT 18 5/8' 22 1/8' AIRFLOW ACCESS o q. o ♦! 20 1/8' DO 20 5/ ' 20' 20' EQUIPMENT CUR 19 1/2,�- —---� �- — 52' -� ROOF ❑PENING 2' SNAL.LER THEN CURB DIMENSION. —1 F �j P JOB TEDESCHI mmw�wa Ars LOCATIOA' DATE 8/25/2011 JOB 1393240 DWG # 5 DPATYN BY PWB-26 REV. SCALE 1/32 GE ELECTRCCA .4C NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP OPTION SiAP.TERS FANS C`ONTP.O'_L=D ' LOCATION GUANTIiY TYPE 1 6 1 H.P.(VOLT FLA Utility Cabinet Lert 1 Light I Exhaust In F1re, Retay w/2-DPDT on/off Exhaust 3 0.750. -05 2.7 - - - '.. 311ii02e Ut$ity Cabinet Left W/SUP Far Hood # I 1 Fan SuFPty 3 2.000 200 6.0l- fr f ELECTRICAL PNEn"IRE PACKAGE J09 NAME TEHESCMt DATE R/25/2011 CONTROL PANEL 1NSTALLATEEN JAB NAME TF.9FSCH; ➢ATE e125:2011 DRAWING NUMBER 3Itt202E JOB NUMEEP. 1393240 DRAWN BY DRAWING NUMBER gttltpzv JGB NUMBER 1393240 DRAVN BY CONTROL MUT 120-1—LINE,N—EUTRAL 15A BKR-}u NUI W 4_IU S-JN1 .NI✓U—Mt3 3 phosa.N/t Exhaust Fen,I HOOD TO CONTROL PANEL POWER FEED FOR CONTROLS AND LIGI SU PPh'F R-lay M/2-OPOT COkTitJL PANt1 i R On/Off /5 Poy Fan,Exhaust Roo➢t ll— --- -- -GROMR ' Fs_DI n In f d'tion CONTROL PANEL a Na W3v aat m I:�s.n�n s+w.a Inemnes} �� '---__-----� -- P OFS'9EImi LOMPOEM PAR NTS HOOD \\L_______94___ -y-IL >® ai:a9v«I� _ 4 "" 4 `\L________Eii___ �j P➢AT - PAN _- Pxs owi ♦wart S Ila-b_tt ewltcAwmL[®xwiteh mounts!w the fees d flla toad Bade wosol Aeyeauatx tbu a [o fhv a peaol u � s FIELD WIPED SWITCHES TO CONTROL PANEL ' R80 P➢.Of FAN SRr1C'N --CIE COHNECT"'I - T ND ST-2 M-2 T T- _9$__- IN CONTROL A I :___ PANr- d e —pc. s w��g�rur c �{} a lN>>Jgnu w OaCw.aomasi� R006 ItG105, __.kY-_ _19 1Ja eut is 10 -.. CONNECTED E ELE TSUCA Y PANEL FIRE SY37TME II Ro N FIRT SYSTE3t N.ICROSWITCH 120VAC SHUNT TRIP IE'IW-4ED TO oNE EL$CWHEN PANEL(s I SHOWN!IEEE} WIRING TO CONTROL PANEL BREAKER WIRING "UNTHOL PANEL tE rx* _.kH__ 60N L PANEL -___- 01 t6-1E 0.2-r 12 9'F3l®t __ c l -ui-LP91--- BKjw 13 _ a`n'r,e t3 IELROSARCB -.��IMF YAF9Yl L l___ _ __ �'j I RR4Y I�NMt:a:1F MD FIR:9Y5Y"..ft I I 14 1f L9NTA— � J OARST�311hR�Lf AND xmvau�1.Ev" I '.. 3YIDd xxar sm£ ___ ________ -tagu_ jSUGIR INPUT 1EOVAC t12-H5-LINE,NZ-N5=NEUiRIM-15A BKR(MAX 140OW PER CIRCUrr) ❑ 15 NCY.EL BL'GDINO PtRB ALUtY Cl'et0 BB�SBGD YO THE'dL1RM tFF^L�------------------ _ LS-Oi TINc 9YST^R=D'fflE A FAN WIRING To CONTROL Is is PANEL s PRAae aa4J449J4Ts VOLs - a 3 aas is a J IT iEx '.. s PxAa zaeY E _____ _____j LYI'N OL-1T IS ITF TTa_= � - 19 BREAKER aCBV `�E` L--- Na,F= PANEL, IYF�.X`T� - sur-x- --'--ocerc nem mNme m SEE L3I 3 x,,a=_ DRAWING W PF aI aR ' aN_RlAuc a -mtaw In MOTOR ----- wren TSLD WIRtw i -9Wf �.-CMY _ JE!a0rE3 INTERNAL V1P1W B AWx PR_wRaE TABLE FOR N s OR-OWNGE oR/3-a4+I+cE/euF<aTwq _aLAM -S- -- az o-RED o-KavFm c mmct ze BREAFCCI:R eL-VMV R-- -- wX-wlmE �cx-Rm/aRE�x I - SIZING Hit:a1pVN PR-PURPLE �ROM-IF WALL MOUNT PREMRE.OR FIELD M tRM� /➢- ❑RAN!£lR.UE 33 MSAf1E0"RE S , Nflo—CN. ME 23 a-EO CSTR1PlJ 1ERNIW:,S 3F:OWIRO FACTORf NtRNb MUST - TEN- —9BI-BLUElRE➢ ERl-f.1, (STRIPE] BE FlELO W9i£p. 24 RStGx-REDlREEn 24 n'iPEt 12x 18x 6Box JOB TEDESCHT Ate% AN ��ww » e—� LOCATION s�i- _-- DATE 8/25/2011 JOB #_. 1393240 ®j 'R ®=_='== DWG 6 DRAWN BY PWB-25 REV. SCALE 1/32 i ;.n �� "�' + '. 1{{����yy�(� ':_ ;- ., x' [' �,t.�'n,�Y/n�•��( r .dfµ. Y` � � ,�. tom',ti - � Ss �' r � .a.. ..�,...y,'s,'�.ta�'.,.Y'^ •..�k..._ ..,,.,w.�.,.�..'s'#ie`^�S-s' i.u.....�w�;'�*t .v!_, �:nsdiwl`,;,� ; Am PANIN Italian-Style COMMERCIAL ranini Grills Features WPG 150IWPG250/W PG300 Ribbed cast-iron plates + Brushed stainless - steel body and r r r` removable drip � . trayfl, f. + Hinged, auto- balancing top plate to suit foods WPG1501WPG150C WPG300 up to 3" thick 'Adjustable thermostat to 5700F JM Power & ready indicator lights • Heat-resistant 3� handles • Limited One Year v , � �. n � Warranty • All 41 ACO 75, t f :. r WPG2501WPG250C &US NSF [Tr1- I { ; Italian-Style PaLn,in�i. Grills Ous! x @ • WPG150/WPG250 VVPG3oo Item Electrical YPe g Plug-Type Listings Dimensions Warranty tY M' x x WPG15 20 VoIt, 15A NEMA 5-15P f UL,NSF 9.25"x 11.5"x 15.5" Limited 1 Year 150C120 Volt;13 2 P i= c x x 15.5" Limi9d I Year WPG250 120 Volt, 15A NEMA 5-15P i UL,NSF 9.5"x 16"x 17.5" Limited 1 Year WPG250C 120 Volt, 15A NEMA 5-20P i- cUL,NSF 9.5"x 16"x 17.5" Limited 1 Year WPG300 240 Volt, 13A NEMA 6-20P _, UL,cUL,NSF 9.25"x 18.75" x 15.5" Limited 1 Year Description Catalog # Std Pkg. Ship Wt. Cubic Feet UPC Code (Lbs.) Panini Perfetto'"Compact Panini Grill WPG150 1 44 lbs. 2.4 040072006135 Panini Perfette Compact Panini Grill WPG150C 1 44 lbs. 2.4 OA0072009082 Panini Supremo"" Large Panini Grill WPG250 1 64 lbs. 3.7 OA0072006128 Panini Supremo'" Large Panini Grill WPG250C 1 64 lbs. 3.7 040072009105 Panini Ottimo"" Dual Panini Grill WPG300 1 84 lbs. 3.8 OA0072006111 WPG250C - .. 9 5" k 1A � o 17.5" Jr A"' Rx3' 4 WPG300 I N WPG150/ ' WPG150C 9.25" \ 9.25" 15.5" ® ° ._-► 1 15.5" 18.75"1.5" Waring Commercial • 314 Ella T. Grasso Ave. •Torrington • Connecticut 06790 Tel. (800) 492-7464 + Fax (860) 496-9008 • www.waringproducts.com + ©2007 07WC30115 PG-21570 fl I 1 RP®1 AIA# TRUE FOOD SERVICE Project Name: A..rn EQUIPMENT, INC. Location: 2001 East Terra Lane•O'Fallon,Missouri 63366 515# (636)240-2400•Fax(636)272-2408•(800)325-6152•Intl Fax#(001)636 272 7546 Item #: Qty.Parts Dept.(800)424-TRUE•Parts Dept.Fax#(636)272-9471 •www.truemfg.com Model#: • a a & rar c '�sn a Model: • e �` ` �, ��� TSSU-48-18M-B ]"7 2 � .° ``�a4 UP 11, True's salad/sandwich units are designed with enduring quality = that protects your long term investment. a Oversized,environmentally w friendly(134A),patented forced- r air refrigeration system holds 33°F to 417(.5°C to 5°C). 1 Complies'with and listed under V, ANSI/NSF-7-1997-6.3. All stainless steel front,top and ends. Matching aluminum finished back. Stainless steel patented,foam insulated lid and hood keep " pan temperatures colder,lock in freshness and minimize 01,.+ x condensation. Removable for d e± aai easy cleaning. -s kL p 87/8"(226 mm)deep,1/2"03 mm)' thick,full length removable cutting board included. Sanitary, high density,NSF approved white polyethylene provides tough preparation surface. Heavy duty PVC coated wire shelves. 10 Foamed-in-place using Ecomate. A high density,polyurethane insulation that has zero ozone depletion potential(ODP)and zero global warming potential Scan code forvideo I , ROUGH-IN DATA Specifications subject to change without notice. Chart dimensions rounded up to the nearest 1/8"(millimeters rounded up to next whole number). Cabinet Dimensions Cord Crated (inches) Length Weight Pans (mm) NEMA (total ft.) (lbs.) Model Doors Shelves (top) L Dt H* HP Voltage Amps Config. (total m) (kg) TSSU-48-18M-B 2 4 18 483/8 341/8 403/8 1/3 115/60/1 8.6 5-15P 7 325 1229 867 1026 1/3 230-240/50/1 4.2 ♦ 2.13 148 t Depth does not include 1"(26 mm)for rear bumpers. ♦Plug type varies by country. *Height does not include 61/a"(159 mm)for castors or 6"(153 mm)for optional legs. APPROVALS: AVAILABLE AT.• usn O 3/13 Printed in U.S.A. —__r 11 I_T . Model: � i , a"it r • slr�ro - • � . e .fir �� � sr TSSU-48-18M-B STANDARD FEATURES " DESIGN DOORS ELECTRICAL • True's commitment to using the highest • Stainless steel exterior with white aluminum liner Unit completely pre-wired at factory and ready quality materials and oversized refrigeration to match cabinet interior. for final connection to a 115/60/1 phase,15 amp systems provides the user with colder product • Each door fitted with 12"(305 mm)long recessed dedicated outlet.Cord and plug set included. temperatures,lower utility costs,exceptional food handle that is foamed-in-place with a sheet metal safety and the best value in today's food service interlock to ensure permanent attachment. 115/60/1 marketplace. • Positive seal self-closing doors with 90'stay open NEMA-5-15R REFRIGERATION SYSTEM feature. Doors swing within cabinet dimensions. (�' • Factory engineered,self-contained,capillary tube • Magnetic door gaskets of one piece construction, OPTIONAL FEATURES/ACCESSORIES system using environmentally friendly(CFC free) removable without tools for ease of cleaning. Upcharge and lead times may apply. 134A refrigerant. SHELVING ❑230-240V/50 Hz. • Oversized,factory balanced refrigeration Four(4)adjustable,heavy duty PVC coated wire ❑ 6"(153 mm)standard legs. system with guided airflow to provide uniform shelves 21 9/161 x 16"D(548 mm x 407 mm). Four ❑6"(153 mm)seismic/flanged legs. temperature in food pans and cabinet interior. (4)chrome plated shelf clips included per shelf. ❑21/2"(64 mm)diameter castors. • Patented forced-air design holds 337 to 417(.5°C Shelf support pilasters made of same material as ❑ Barrel locks(factory installed). Requires one per to 5°C)product temperature in food pans and cabinet interior;shelves are adjustable on 1/2"(13 door. cabinet interior. Complies with and listed under mm)increments. ❑Additional shelves. ANSI/NSF-7-1997-6.3. MODEL FEATURESES ❑ Single ov r shelf. • Sealed,cast iron,self-lubricating evaporator fan . Evaporator is epoxy coated to eliminate the ❑ Double overshelf. motor(s)and larger fan blades give True sandwich/ potential of corrosion. ❑ Flat lid. salad units a more efficient,low velocity,high • 87/8"(226 mm)deep,'/2"(13 mm)thick,full length ❑Sneezeguard. volume airflow design. removable cutting board. Sanitary,high-density, ❑87/8"(226 mm)deep,''/2"(13 mm)thick,composite • Condensing unit access in back of cabinet,slides NSF approved white polyethylene provides tough cutting board. out for easy maintenance. preparation surface. ❑ Crumb catcher. Requires crumb catcher cutting CABINET CONSTRUCTION • Stainless steel,patented,foam insulated lid and board for proper installation. • Exterior-stainless steel front,top and ends. hood keep pan temperatures colder,lock in ❑ Pan dividers. Matching aluminum finished back, freshness and minimize condensation. Removable ❑ Exterior rectangular digital temperature display • Interior-attractive,NSF approved,white for easy cleaning. (factory installed). ❑ADA compliant model with aluminum liner. i h 34" 864 min e.Stainless work s steel floor with coved Comes standard with 18(1/6size)6 7/8"L x 6'/n"W p ( ) corners. x 4"D(175 mm x 159 mm x 102 mm)clear surface height. • Insulation-entire cabinet structure and solid polycarbonate,NSF approved,food pans in ❑ Remote cabinets(condensing unit supplied doors are foamed-in-place using Ecomate.A high countertop prep area. Also accommodates 6"(153 by others;system comes standard with 404A density,polyurethane insulation that has zero mm)and 8" 204 min deep food expansion valve and requires R404A refrigerant). ( ) p d pans(supplied p pp ozone depletion potential(ODP)and zero global by others). Consult factory technical service department for warming potential(GWP). • Countertop pan opening designed to fit varying BTU information.All remote units must be hard • S"(127 mm)diameter stem castors-locks size pan configurations with available pan divider wired during installation. provided on front set. 36"(915 mm)work surface bars.Varying size pans supplied by others. height. • NSF-7 compliant for open food product. PLAN VIEW 5297A2` ( ) ,K,...._ ................4$'IfE.__,.._...._.."_...�......•. f335 min (1228 mm) 1„F171513z" 341he" 122/a2" r � 4b1Jz` --- sy r 5�11az' taaam ) tsr6mM) ..- ....'. (47MM) 0029mm) _ (152mm) I................ (641.inns} (2b mml —� (201 min) 1 S lag 10t7Isi" 6�mph$ k5s mm1 "� 401132' 4615112" (1024 mm) - 1 (1181 min) 29314` 517132' (756 mm) i inns mm) 35g/(e• (904 min) . % 2'116• 63h6"� 5• ts2tmrt19S/8"7...y (158 mm) (127 mm) ELEVATION ruin) tog min) RIGHT VIEW PAN LAYOUT =1ayb'or ANTY METRIC DIMENSIONS ROUNDED UP TO THE Thanty on all parts NEAREST WHOLE MILLIMETER aan additional 2 K, Model Elevation Right Plan 3D Back yon compressor. SPECIFICATIONS SUBJECT TO CHANGE TSSU-48-18M-B TFNY44.On E TFNY42S - TFN Y44P' TFNY443 IY) WITHOUT NOTICE 2001 East Terra Lane•O'Fallon,Missouri 63366 TRUE (636)24400 F OOD SERVICE Fax 0 EQU 8IPMENTIntl. Fax#(001)636-272-7 546•www.truemfg.com -2 ti AIA# TRUE FOOD SERVICE Project Name: EQUIPMENT, INC. Location: 2001 East Terra Lane•O'Fallon,Missouri 63366 SIS# (636)240-2400•Fax(636)272-2408•(800)325-6152•Intl Fax#(001)636-272-7546 Item #: Qty: Parts Dept.(800)424-TRUE•Parts Dept.Fax#(636)272-9471 •www.truemfg.com Model#: Model: a1 Ai 41 , TSSU-27-8 , , .. ` True's salad/sandwich units are designed with enduring quality that protects your long term . investment. x / Oversized,environmentally ..� friendly(134A),patented forced- air refrigeration system holds 33°F to 41 OF(.5°C to 50C). l> Complies with and listed under ANSI/NSF-7-1997-6.3. f d ® All stainless steel front,top and ends. Matching aluminum I , finished back. Stainless`steel,patented,foam insulated lid and hood keep pan temperatures colder,lock in freshness and minimize i condensation. Removable for easy cleaning. 11fr+ p 11 3/4"(299 mm)deep, 1/z"(13 r ;Rr�;,r�" mm)thick,full length removable t cutting board included. Sanitary, high density,NSF approved white polyethylene provides tough preparation surface. err 1 Heavy duty PVC coated wire shelves. ,'- ® Foamed-in-place using Ecomate. ,y A high density,polyurethane f } insulation that has zero ozone []. depletion potential(ODP)and y. zero global warming potential NMI (GWP). Scan code for video ROUGH-IN DATA Specifications subject to change without notice. Chart dimensions rounded up to the nearest 1/8"(millimeters rounded up to next whole number). Cabinet Dimensions (inches) Cord Crated (mm) Length Weight Pans NEMA (total ft.) (ibs.) Model Doors Shelves (top) L** Dt H* HP Voltage Amps Config. (total m) (kg) TSSU-27-8 1 2 8 275/8 301/8 363/4 1/5 115/60/1 4.9 5-15P 7 200 702 766 934 1/4 230-240/50/1 1 2.9 ♦ 1 2.13 1 91 **Length does not include 1/8"(4 mm)each side for lid pins. ♦Plug hype varies by country. t Depth does not include 1"(26 mm)for rear bumpers. *Height does not include 61/4"(159 mm)for castors or 6"(153 mm)for optional legs. O�� APPROVALS: AVAILABLE AT., 3/13 Printed in U.S.A. Model: • • • •"; • rp � TSSU-27-8 ® ®•e •1y +fir , � '„ STANDARD FEATURES DESIGN Positive seal self-closing door with 90°stay open OPTIONAL FEATURES/ACCESSORIES • Trues commitment to using the highest feature. Door swings within cabinet dimensions. Upcharge and lead times may apply. quality materials and oversized refrigeration Magnetic door gasket of one piece construction, ❑ 230-240V/50 Hz. systems provides the user with colder product removable without tools for ease of cleaning. ❑6"(153 mm)standard legs. temperatures,lower utility costs,exceptional food SHELVING safety and the best value in today's food service ❑6"(153 mm)seismic/flanged legs. marketplace. • Two(2)adjustable,heavy duty PVC coated wire ❑21/2"(64 mm)diameter castors. shelves 231/4"L x 16"D(591 mm x 407 mm). Four(4) ❑ Barrel lock(factory installed). REFRIGERATION SYSTEM chrome plated shelf clips included per shelf. ❑Additional shelves. • Factory engineered,self-contained,capillary tube • Shelf support pilasters made of same material as ❑Single overshelf, system using environmentally friendly(CFC free) cabinet interior;shelves are adjustable on'/2"(13 ❑ Double overshelf. 134A refrigerant. mm)increments. ❑ Flat lid. • Oversized,factory balanced refrigeration MODEL FEATURES ❑ Sneezeguard. system with guided airflow to provide uniform ❑ 19"(483 mm)deep,,/2"(13 mm)thick,white temperature in food pans and cabinet interior. • Evaporator is epoxy coated to eliminate the p p polyethylene cutting board. Requires"L'"brackets. • Patented forced-air design holds 33°F to 41°F(.5°C potential of corrosion. g 113/4"(299 mm)deep,'/2"(13 mm)thick,full length ❑polyethylene eth mm)cutting /a"board. mm). Re thick,white to 5°C)product temperature in food pans and polyethylene cutting board. Requires"L"brackets. cabinet interior. Complies with and listed under removable cutting board. Sanitary,high-density, ❑ 113/4"(299 mm)deep,'/2"(13 mm)thick,composite ANSI/NSF-7-1997-6.3. NSF approved white polyethylene provides tough • Sealed,cast iron,self-lubricating evaporator f preparation surface. cutting board. Requires"L"brackets. an Stainless steel,patented,foam insulated lid and ❑ 19"(483 mm)deep,'h"(13 mm)thick,composite motor and larger fan blades give True sandwich/ cutting board. Requires"L"brackets. salad units a more efficient,low velocity,high hood keep pan temperatures colder,lock in Y g ❑Crumb catcher. Requires crumb catcher cutting volume airflow design. freshness and minimize condensation. Removable g board for proper installation. • Condensing unit access in back of cabinet,slides for easy cleaning. ❑ Pan dividers. out for easy maintenance. Comes standard with 8(1/6size)67/8"Lx6'/4"Wx4"D ❑ Exterior rectangular digital temperature display CABINET CONSTRUCTION (175 mm x 159 mm x 102 mm)clear polycarbonate, (factory installed). NSF approved,food pans in countertop prep area. ❑ Plexiglas lid cover. • Exterior-stainless steel front,top and ends. Also accommodates 6"(153 mm)and 8"(204 mm) Matching aluminum finished back. deep food pans(supplied by others). ❑ADA compliant model with 34"(864 mm)work • Interior-attractive,NSF approved,white aluminum • Countertop pan opening designed to fit varying surface height. liner.Stainless steel floor with coved corners. size pan configurations with available pan divider ❑ Remote cabinets(condensing unit supplied • Insulation-entire cabinet structure and solid door bars.Varying size pans supplied by others. ex others;system comes standard with 404A are foamed-in-place using Ecomate.A high density, • NSF-7 compliant for open food product. expansion valve and requires R404A refrigerant). polyurethane insulation that has zero ozone Consult factory technical service department for depletion potential(ODP)and zero global warming ELECTRICAL p BTU information.All remote units must be hard potential(GWP). Unit comp letelY re-wired at factory and ready wired during installation. • 5"(127 mm)diameter stem castors-locks provided for final connection to a 115/60/1 phase,15 amp on front set. 36"(915 mm)work surface height. dedicated outlet. Cord and plug set included. DOOR ® 115/60/1 • Stainless steel exterior with white aluminum liner 1 ' N 5/60/1 15R to match cabinet interior. • Door fitted with 12"(3 05 mm lo ng recessed handle that is foamed-in-place with a sheet metal interlock to ensure permanent attachment. PLAN VIEW 1-0 5529/32".�.�..v.__,.. (4 mm} .K.....-.24r?/32___(I ....,.,,(1421..,....v.-mm) 301/ib._� (632 mm) (764 mmJ .e° 279116°001 __ �r 1$5J16rr 1" —_— -- *....mm1._.. { �{46b mm) � d26 f -►� +r—61Je' r (1S6 mm) (,166 mm) I _� "� '*.f1J+6�mm) (224 m,�1 4215/a6" rT 36314'r (Mt mn1) (934 mm) 15 ' 3S /16" 29314` (913 mm) C756 mm) 16" -"""""'-- �t59 nrf tazr m.�1 aa4mmY _T— ELEVATION RIGHT VIEW ( mm) PAN LAYOUT EWARRANTY METRIC DIMENSIONS ROUNDED UP TO THE arranty on all partsNEAREST WHOLE MILLIMETER nd an additional 2 CL Model Elevation Right Plan 3Dty.,compressor. SPECIFICATIONS SUBJECT TO CHANGE TSSU-27 8 Back S.A.Dnly) WITHOUT TFNY01E TF THO NY01 UT NOTICE S TFNY01P_-TFNY013 2001 East Terra Lane•O'Fallon,Missouri 63366TRUE FOOD SERVICE O8EQU3PMErjTIntl. Fa x#(001)636 272-7546•www.truemfg.com 1 _ llIII'' J. SCALE-1 BIZIERBIR �r s r _ closer 'o your business i d Always s i n , ash ion . . . 3 �� Bizerba System class SC II scales �T k^ 7 y, pt r r i �z n ti r if 21. WD Y � } x ;x ✓ # raA'# +k,� ,' a'4: l"."" '3'.s -.e �'„;k` +k 1 `kw,,k 5 $ ^" .•, "` rx �.i � ^ �� >'. �+ ,C ,• ° `"�7 P ��?i�sPds r`�r '�"x t,sd�sr��i� ��. �A.S �5���� ,..k AV 1511 DO 5,7 VIP t � t� e �• f E a t w4 NP, �Ato it a=+• dF '��1 ' x R i1 1 '9„ 1'A M,X. i W t 44". fAI.M F t K '4 Professional }:con neW, A,V ctions � a xuf r .Multr-functionality guaranteed relevant hardware interfaces as standard so that cash registers `. scanners and e cash terminals can ber 'nnected hassle free =SC 11 scales come in various different model variations,all optimallyad4tzdtdthe"ielevantrequi rements—whetherfor Efficiency guaranteed t:", servingus�mers, if se displaying the price or for use in the checkout area The high quality weighing cells weigh small The SC II are already fitted with energy-saving components and ..;# , t prod uct'gantit�es fust'as accurately'as larger heavier loads.The now come with integrated lithium-ion battery technology as x sft ; : -various forms-`platform scales,stand scales and scales with optional.This is an advantage with mobile trade or on market on separate loud receptor—combine weighing,labelling and cash special sales stalls as well as in the case of power cuts or fluctua- till functions to form efficient work processes. tions as the scales can function reliably for up to 10 hours without an external power supply.The scales can also be fitted with a 12 V System integration guaranteed adapter which enables them to be powered using a car battery. All of the SC II scales have one thing in common:the PC-based Attractiveness guaranteed operating system Microsoft Windows®CE,the high performance 400 MHz processor and a 10/100 Mbitts Ethernet network The Bizerba System Class fits in perfectly with any existing shop -' adaptor which enables up to 30 devices to communicate with ambience thanks to its modern design and subtle case colour the back office and between one another.The system can even Every last detail has been taken into consideration-including the be operated wirelessly,if required.The scales come with all the ability to clean the scales in an instant.The suspended versions are particularly space-saving in design and can be positioned above` any potentially unclean areas of the counter.The standing version t`I ' impresses with its ergonomically designed operation,in direct eye IK contact with the customer.And the split version offers greater t, 711 , W flexibility in the design of the operation area and the selection of * �; t the load receptor. �• y v ky, # �fa . d BIZERBR w ...closer to your business P, a, 4�, � 41 .14�F ti S l; What could be more cost- efficient?Do it yourself! �d► As an alternative,a linerless printer can be used which operates using Bizerba linerless thermo-rolls wit- '` w ° bout the need for carrier tape.An investment which brings plenty of advantages: i More labels due to longer run length (Price saving approx.40%) E/, Less paper consumption due to the automatic adaptati- on of the paper length to the "t w text length ' Fewer roll changes Recei t rintin LabelprintingDecorafiv labelseven with increased customer P P g e numbers I f Sticking not stapling I One printer,multiple applications Secure and hygienic adhesion to bags'none of the dangers The standard version of the SC II scales comes with a label printer which can produce receipts presented by stapling and adhesive price receipts in addition to labels(and decorative labels).This means that large M Less waste—No carrier tape amounts of text,as in the case of ingredients,recipes,recommended methods of preparation Helps protect the environment and advertising information can be printed out in a flexible manner using the best suited mate- and save on waste disposal rial.Label print-outs can also be reduced by printing 1 or 2 labels,depending on the length of costs text.And there are no more long queues caused by frequent paper changes and no more need L Only with Bizerba Linerless: to stockpile various pre-printed labels as individual layouts can be printed on blank paper.The Adhesive-free grip edge on use of Bizerba supplies however does increase the resilience and lifespan of the printhead as the receipt(European patent labels and paper are optimally adapted to suit the Bizerba System class. EP 1053289132) 1 SC 11 100 ' SC 11 200 . . . Sc ll 100 SC 11 200 Platform scales for serving custo- Platform scales with customer mers,self-service and price labelling. ;," display on stand for serving custo- Checkout area solutions combined mers and price labelling. with a cash till drawer. Al "..;. k - "'5C II 110Q customer view, I; 1z ¢r Sc1I100 .0 IJ ^F v d - V a }y ' ararcarsriy t ha { SC 11200 customer view k r r� All r � r Sc 11 100 tqVlam: With Niro cash till drawer 5 ' .r- t SC11200 r g. r 2 , 14 I A ,1 �z t z Y�'` . a� 52, na 360 �f 270 336 26 rii 336 a 11 o00 00000 0 000000000 00000000g 00000000 — -- ' 50 (248) M6 50 __ 248 330 432 330 432 360 Sc11100 SC11200 BIZERBR in ...closer to your business SC II Linerless printer Weighing range `3/6 kg 6/15 kg 15/30 kg` 30 kg D Like the label printer t,. Receipt and label layout without carrier tape Scale interval 1/2 g 2/5 g 5/10 g 5 9 Variable label length depending on data quantity Minimum load 20 g 40 g 100g 100 g Operating system Max load 6 kg 15 kg , -30 kg -30 kg r Microsoft Windows"CE Automatic zeroing function,programmable zeroing key "Option Data storage SC II 100 G with load receptor type 150/350in(kg) rr: 32 MB on SD card Programmable data per PLU Weighing range 6/15 15/30 30 30/60 60 120 60/150 V Basic/unit price,product description max 500 characters,additional text max.6000 characters, Scale interval 2/5 g 5/10 g 59 101209 10 g 20 g 20/50 g product images,product group,shelf life,`6arcode,price override,tare weight,VAT,offer price, Minimum load 40 g 100 g 100 g 200 g 200 g 400 g :400 g offer text by count(=number of items),fixed weight,price basis kg,100 g,500 g,lb,114 lb, graduated price;timed campaignes,3 price categories Load receptor type.150/350 Operating modes '-- " Bell-shaped weighing platform is made of stainless steel ': 0 Operator,self-service and quick service Cash till functions with pay-in/out function t" The main and platform frame are made of milde steel(galvanized)or ea Manual or automatic price labelling with or without addition m stainless steel +'"' Weight and fixed price labelling Display M pre-selected number for automatic printing" f LCD dot matrix display 64 x 240 dot with LED back lighting,colour:orange Reports/evaluations t', Adjustable contrast:and brightness t' Comprehensive flexible configuration of reporting for PLU,product groups, t' Character count for text approx.35 main product groups,VAT,sales staff,department,main department,training G Number of lines for programming 6 P'" Frequency of sales for department,prod uct,groups and sales staff V Weight display 4 or 5-digit F1 Various assortment criteria n Basic price display:.6 digit,Sale price display.7 digi, ;a Price modification journal,electronic log of receipts R Tare weight display:4 or 5-digit :1 In combination with licensed software cashier,inventory,wastage weighing Customer screen(option)for SC iI 100,400 and 800 returns,operator time recording t', 7"TFf'LCD colour screen with LED backlighting,WVGA resolution(800 x.480 dots) Other service features V, Product images t Function menus,weighing programmes loadable via interface various tare weight options,operational help V Cross selling images on display,password protected menu,remote programme update,remote service,language switching of menu t;' Full-screen advertising Other service features with use as operator scales a Long-term advertising P+ Receipt cancellation,scrolling function with cancellation,.paying in/out, Keypad : foreign currency conversions,seller log on/off,bonus points,customer card �9 Membrane or tactile keypad(option),84 keys incl.30 function and Licences for software module 54 direct keys for PLU and/or other functions 6 Proof of origin,till function,scanning electronic cash,operator time recording,inventory,weighing,branch returns tA Flexible programming Interfaces H: Integrated programming keypad to 1 x Ethernet interface(10/100 Mbit/s)for the scales system with up to 32 devices w Membrane keypad can be labelled via insert and tactile keypad via frame(option) or to connect to computer,for automatic configuration of the network parameters r Frame attached to tactile keypad with 24 self-service keys DHCP and DNS.Data protocol,TCP/IP and{IDP,data transfer by XML:file Self-service keypad(SC II 400 and SC 11 500) V 2 x serial interfaces RS 232 for connecting scanner or k; Short stroke,tactile with membrane electronic cash terminal(interface protocol subject to licence) "` Number of self-service keys 48 standard and a further 48 via additional panel M 1 x USB port for version with 7":.TFT colour screen with model SC II 500(option) V 1 x interface(RJ 12)for controlling cash till drawer I Frame attachable to operator keypad with 24 self-service keys(option) Wireless Wireless LAN(option)IEEE 802.11 ti for floating vendor operating I% Number of self-service keys max 72 or 120 with up to 16 devices or for connecting to acomputer a Extra large self-service keys max 12 or 24 S Various forms of encryption and authentication Mixed components with different key sizes possible Battery operation(option) : v Fast operator keypad(SC II 400 and SC II 500) tt' Internal lithium ion battery pack(not for the SC II 400 model and not in combination ° 't" Short-stroke,tactile with membrane with wireless LAN),can be charged via the scales power supply within 3.5 hours p^ Number of QS keys:96 standard and a further 96 via additional C" Operating time approx 10 hours with LCD.dotmatrix display s panel with model 500(option) dT Operating time approx.2 hours(UPS)with 7".'TFT colour screen 3 t' Extra large QS keys.max 12 or 24 (Operating time dependent on ageing and charge state of rechargeable battery) P", Mixed components with different key sizes possible - v External battery operation(option) Label printer ` V 12 V,via a special battery connection cable 432 dots' (not for.the SC II 400 model and not in combination with wireless LAN) v V Resolution 8 dots/mm ess a tx Print speed..102 mm/s Temperature range " `a- f2"a Graphics,logo printing,large/smallaettenng, -10°Cto+40°C various font types and sizes,EAN/UPC barcodes Operating voltage -o m Label length max.300 min,label width max 58:mm print width 52 mm r''° (-15+,10%)230 Vor( 15+10.%)120 V yr Flexible configuration of libel size and layout, Power consumption - ©' v various pre defined label sizes and layouts K: at 230 V min 60 mA/max.250 mA,at 120 V min 75 mA/max 350 mA Transposable onto adhesive or receipt paper Network frequency ' Label layout on receipt paper ,P 50/60`1z V, Selectable counterfoil Members of the Bizerba Group Bizerba(U.K.)Limited Bizerba USA Inc. Bizerba Canada Inc. Bizerba South East Asia Bizerba GmbH&Co.KG Bizerba House 31 Gordon Road 2810 Argentia Road#9 ate.Ltd. Wilhelm-Kraut-StraBe 65 Eastman Centre Piscataway Mississauga, 1 Fifth Avenue#02-05 72336 Balin en Eastman Way New Jersey 08854 Guthrie House g Ontario LSN 8L2 - Germany Hemel Hempstead USA Canada Singapore 268802 Tel.+49 7433 12-0 Herts HP 2 7 DU Tel.Office+1 732 565-6000 Tel.+1 905 816-0498 Singapore Fax+49 7433 12-2696 U.K Tel.Service+1 732 565-6001 Fax+1 905 816-0497 Tel.+65 6465-1900 marketing@bizerba.com Tel.+44 1442 24-0751 Fax+1 732 819-0429 ca.info@bizerba.com Fax+65 6468-0481 www,bizerba.com Fax+441442 2313-28 us.info@bizerba.com www.bizerba.ca bizerba@bizerba-sea.com sales@bizerba.co.uk www.bizerbausa.com www.bizerba-sea.com N -2 99E Item No.: Project No.: Profit from the Eagle Advantage" S.I.S. NO.: CD 0. Specification Sheet Short Form Specifications Spec-Master° FN Series Coved 0 Eagle Spec-Masten Three-Compartment Sinks, model Corner Three-Compartment Sinks �' Unit constructed of 14/304, 18-8 stainless CD steel throughout. Sink bowls coved with a full V radius, and shall have a 14-water level. Drainboards,when required, shall MODELS: o be"V"creased for positive drainage.9%""high backsplash with L'--�FN2048-3-* ❑FN2472-3-* 1""upturn and the edge. Legs to be 1V O.D., stainless steel, ❑FN2054-3-* ❑FN2860-3-* with stainless steel gussets, stainless steel crossbracing and �Fe table 3-* adjustable stainless steel bullet feet. See table on back for complete model numbers. Top: • Drainboards, backsplash and rolled rims are 14 gauge type r � 62 304 stainless steel. r •Drainboards, when provided, are integrally welded. CD •All rolled edges are highlighted for enhanced appearance. C •9%""high backsplash with 1""upturn and tile edge. a, - • 1%""(29mm)faucet holes** punched on 8""(203mm)centers. y CD Et Base: T z •Legs: 1%'(41mm)-diameter stainless steel tubing with y 3-compartment sink stainless steel gussets and fully adjustable stainless steel CD (faucets not included) bullet feet. CD •Crossbracing:Adjustable, 1%""(32mm)-diameter stainless steel; running left-to-right and front-to-back. c G •Leg locations fall directly under sink bowls, providing CD Options/Accessories increased stability and maximum weight support. ❑ Lever drain ❑ Faucets •Leg gussets welded to a die-cut heavy-gauge stainless steel ❑ Lever drain with overflow ❑ Polyboard sink covers reinforcing corner plate. CD ❑Twist handle drains ❑ Stainless steel sink covers •Legs are crossbraced on all sides for increased stability. -� ❑ Overflow hole ❑ Skirted front panel ❑ Sink kits co Sink Bowls: , Assembly: •14 gauge type 304 stainless steel. c • Entire assembly is fuse-welded and planished, providing a •14""(356mm)water level, 17""(432mm)flood level. one-piece seamless sink unit. •Sink compartments are coved on a full%""(41 mm) radius •Welded areas are high-speed belt blended to match and constructed using state-of-the-art seamless welding adjacent surfaces with continuity of satin finish. techniques. CD •All outside corners of assembly are bullnosed to provide •Basket-type waste drain fits sink bowls' 3%""(89mm) a opening and features 1%"" 38mm outlet. v_. safe, clean edges. p g ( ) = •Water supply is %"(13mm) IPS for hot and cold lines. n "Three-compartment sinks with 20""x 16""(508 x 406mm)bowls have one set of faucet holes.All others feature two sets of faucet holes. EAGLE GROUP Certifications/Approvals 100 Industrial Boulevard, Clayton, DE 19938-8903 USA . AuTo t ws Phone:302-653-3000•Fax:302-653-2065 prt www.eaglegrp.com •ir KL Foodservice Division: Phone 800-441-8440 ; _> MHC/Retail Display Divisions: Phone 800-637-5100 For custom configuration or fabrication needs, contact our SpecFAB®Division. Phone:302-653-3000• Fax:302-653-3091 •e-mail:specfab@eaglegrp.com EG20.34 Rev. 04/10 Eagle Foodservice Equipment,Eagle MHC,SpecFAW,and Retail Display are divisions of Eagle Group. @2010 by the Eagle Group Item No.: LWIFIV Project No,: Profit from the Eagle Advantage® S.I.S. No.: 0 z Spec-Master° FN Series Coved Corner Three-Compartment Sinks C/) -A--- Drain location for rough-in '7 127� f o � I L I I � I bowl bowl zsarrm„ width length Dimension A 3 000 1- D O In. mm In. mm 56rm 11330m Cl) 20'" 508 16"" 406 14"" 356 0- 20- 508 18- 457 14- 356 39s 37S' 10o3rtm 1. I 20" 508 20- 508 14"" 356 " 953- I 000 EE o 1 610 28- 71 24"" 168""- 457 szlmm 24- 611 508 20" 1 457 CU C) BOWL DIMENSIONS DRAINBOARD OVERALL DIMENSIONS width length length width length weight CO) model# in. mm in. mm quantity in. mm in. mm in. mm lbs. kg FN2048 3 14/3 20"" 508: 16- 406 0 - 27" 686 57' 1448 99 44.9 = 2Q48�8R�r114/3 9n"' 5n8�6"' 44 �7"" R86 7�'�" 1867 '- FN2048 3 18-14/3 20- 508 16- 406 2 18"" 457 27' 686 90"" 2286 137 61.47 " h �--F:'20".3 =4-".1�r-erg;:," z�$=5�Q-1^�0 -4 L$"" €'0 �^; 0^3--�9i/z--t'A1 -rem-5 _ FN2048-3-24-14/3 20- 508 16" 406 2 24" 610 27"" 686 102" 2591 149 67.6 a� FN2048-3-30R or L-14/3 20- 508 16- 406 1 30- 762 27" 686 851h"" 2172 129 58.5 E FN2048-3-30-14/3 20- 508 16" 406 2 30" 762 27-` 686 114", 2896' 159 72.1 FN2048-3-36R or L-14/3 20- 508 16- 406 1 36" 914 27- 686 91'X" 2324 134 60.8 FN2048-3-36-14/3 20" 5081 16- 406 2 36- 914 27" 686 126- 3200'' 169 `76.7 FN2054-3-14/3* 20 508 18 457 0 27 686 63 1600 102 46.3 E FN2054-3-18R or L-14/3* 20- 508 18- 457 " 1 18" 457 27" 686 79'h"" 2019'; 121 54.9 ' FN2054-3-18-14/3* 20- 508 18" 457 2 18- 457 27- 686 96" 2438 140 63.5 V FN2054-3-24R or L-14/3* 20" 508'' 18- 457 1 24" 610 27- 686 851Z" 2172` 127 57.6 FN2054-3-24-14/3* 20- 508 18- 457 2 24- 610 27- 686 108- 2743 158 71.6 CD FN2054-3-30R or -14/3* 20- 508 18- 457 1 30- 762 27" 686 91'�' 2324 132 59.9 t FN2054-3-30-14/3* 20- 508 18" 457 2 30- 762 27" 686 120- 3048 162 73.5 H FN2054-3-36R or L-14/3*' " 20" 508 18- :457 1 36- 914 27" 686 97%- 2477 137 62.1 FN2054-3-36-14/3* 20- 508 18" 457 2 36- 914 27- 686 132- 3358 172 78.0 N2060-3-14/3* 20 508 20"" 508 0 27 686 69 1753 714 51.7 i FN2060-3-18R or L-14/3* 20- 508 20" 508 1 18- 610 27- 686 85%" 2172 133 60.3 FN2060-3-18-14/3* 20" 508 20- 508 2 18- 457 27"' 686 102"" 2591 152 : 68.9 V FN2060-3-24R or L-14/3* 20" 508 20" 508 1 24- 457 27" 686 91%- 2324 139 63.1 FN2060-3-24-14/3* 20" 508 20" 508 2 24" 610 27- 686 114- 2896 164 74.4 FN2060-3-30R or L-1413* 20- 508 20- 508 1 30" 762 27" 686 97%- 2477 144 65.3 p FN2060-3-30-14/3* 20" 508 20'" 508 2 30" 762 27- 686 126` 3200 174 78.9 C 1 FN2060-3-36R or L-14/3* 20- 508 20- 508 1 36" 914 27- 686 103%- 2629 149 67.6 y FN2060-3-36-14/3* 20- 508 20"" 508 2 36- 914 27" 686 138'" 3505' 184 83.5 FN2472-3-14/3* 24' 610 24" 610 0 31"" 161 81" 2057 127 57.6 � FN2472-3-18RorL-14/3* 24- 610 24- 610 11 18" 457 31" 787 97'h"" 2477 146 ": 66.2 CD FN2472-3-18-14/3* 24- 610 24" 610 2 18- 457 31- 787 114- 2896 165 74.8 N FN2472-3-24R or L-14/3* 24" 610 24- '610 1 24" 610 31" 787 1031/"" 2629 152 68.9 ' Z FN2472-3-24-14/3* 24- 610 24- 610 2 24- 610 31- 787 126" 3200 177 80.3 LL FN2472-3-30R or L-14/3* 24". 610 24'" 610 1 30"" 762 31"" 787 i09'h'" 2769 157 71.2 FN2472-3-30-14/3* 24" 610 24- 610 2 30- 762 31- 787 138- 3505 187 84.8 d FN2472-3-36R or L-14/3* s24" 610 24- '610 1 36" 914 '31- 787 115'F"' 2934 162 t 73.5 ' H FN2472-3-36-14/3* 24- 610 24- 610 2 36 914 31"" 787 150'" 3810 197 89.4 R FN2860-3-14 3* 28 711 `20 508 0 35"" 889 69 ' 1753 130 59.0 FN2860-3-18R or L-14/3* 28- 711 20- 508 1 18- 457 35" 889 851h"' 2172 149 67.6 FN2860-3-18-14/3* 28" 711 20- '508 2 18- 457 35 " 889 102" 2591 168 ; 76.2 FN2860-3-24R or L-14/3* 28- 711 20- 508 1 24" 610 35- 889 911,6" 2324 155 70.3 FN2860-3-24-14/3* 28" 711 20- ''508 2 24" 610 35" 889 114- 2896 180 81.6 W FN2860-3-30R or L-14/3* 28" 711 20- 508 1 30"" 762 35"' 889 97h 2477 160 72.6 FN2860-3-30-14/3* 28- 711 20" 508 2 30" 762 35"' 889 126" 3200 190 86.2 FN2860-3-36R or L-1413* 28- 711 20- 508 1 36' 914 35" 889 103''A- 2629 165 74.8 FN2860-3-36-14/3* 28- 711 20- ,508 2 36- 914 35- 889 - 138" 3505 200 90.7 Features two sets of faucet holes. EAGLE GROUP 100 Industrial Boulevard, Clayton, DE 19938-8903 USA Phone:302-653-3000• Fax:302-653-2065 www.eaglegrp.com Printed in U.S.A. Foodservice Division: Phone 800-441-8440 ©2010by Eagle Group MHC/Retail Display Divisions: Phone 800-637-5100 Rev. 04/10 Although every attempt has been made to ensure the accuracy of the information provided,we cannot be held responsible for typographical or printing errors.Information and specifications are subject to change without notice.Please confirm at time of order. � ;e 1 of 4 SINK-3 FREE SHIP TO STOREt OR HOME* ON OVER 400,000 ITEMS*. 't�,` NEED IT NOW? BUY ONLINE AND PICA{ UP IN ST( PRO Site Tool&Truck Rental Installation Services and Repair Gift Cards Help C. t. rr.,,. n�. Mora doing: Saloct Your Local Store (why?) Store Finder Local Ad Credit Center Savings Cell x Sign In or Registe ti Search All What carp tive IzeC�yotr find? t Project: How-To Your Account Home l MUSTEE Mop Service Basin 24 iin. x 24 in. x 10 in. for 3 in. DWV in White Model#63M Internet#202041495 Stare SO SKU#681873 $192.001 each Item cannot be shipped to the following state(s):GU.PR,VI Free Shipping file:///C:/Users/croberts/AppData/Local/Microsoft/W iiidowrs/Teii-iporary%20Intemct%2OFiles/Content.Outlook/IY8E9VJL/2020... 1/14/2014 Page 2 of 4 Product Overview- Specifications<' Customer Reviews'-- Shipping Options'' PRODUCT OVERVIEW Model 63M is a one piece molded fiberglass Mop Service Basin 24 in.x 24 in.,made with matched metal molds using extreme heat and Info & Guides pressure. Height is 10 in.with a 1 in.wide shoulder. Drain is integrally molded and comes with a drain seal for installation to 3 in.ABS, PVC, Instructions 1 Assembly (Sch.#80)and iron pipe. Removable stainless steel strainer included. Performance tested to meet or exceed ANSI Specifications Z 124.6. Specification • One piece molded fiberglass Mop service basin 24 in. x 24 in. Warranty • Performance tested to meet or exceed ANSI Specifications Z 124.6 • Made with matched metal molds using extreme heat and pressure You will need Adobe-AcrobatO Reader to view PDF • Intergrally molded and comes with a drain seal for installation to 3 in. documents. Download a free copy from the Adobe ABS,PVC (Sch.#80)and iron pipe Web site. Return To Top"'' SPECIFICATIONS Return To Tope CUSTOMER REVIEWS Return To Top SHIPPING OPTIONS Most orders process within 1 business days. Please allow 3 to 5 business days for Standard Shipping in addition to order processing time,which varies by product. Items deliver by small parcel service. Orders for this item may be expedited for an additional fee, file:///C:/Users/croberts/AppData/Local/Microsoft/W indows/Temporaiy%20Intemet%2OFiles/Content.Outlook/IY8E9VJL/2020... 1/14/2014 SPECIFICATIONS Assembled Depth(in.) 24 in Assembled Height(in.) 10 in Assembled Width(in.) 24 in Built-in Shower Seat No Certifications and Listings No Certifications or Listings Color White Color Family White Color Family White Color/Finish White Drain included Yes We warrant one(1)year from Installation Hardware date of sale that our products Included Yes Manufacturer Warranty will be free of defects on material and workmanship Material Fiberglass Material Fiberglass Product Depth(in.) 24 Product Height(in.) 10 Product Length(in.) 24 Product Weight(lb.) 27 Product Width(in.) 24 Returnable 90-Day Shape Square Shape Square Shower Base Type Finished Threshold Height(in.) 10 SINK-5 STAINLESS STEEL DROP-INSINKS aovMc -r�o: co® One Compartment Item #: Qty #: For Hand Sink Use! Model #: Includes Gooseneck Faucet& Drain Pro,�ect #: RV DI-1-5 DI-1-5SP DI-1-10 F DI-1.35 FEAT DI-1.10SP One piece seamless Deep Drawn sink bowl design. All sink bowls have a large liberal radii with a minimum dimension of 2" and are rectangular in design for increased capacity. Self-Rim Design.Mounting hardware is provided. CONSTRUCTION: Available Faucets 4"O.G. Unit fabricated from one sheet of stainless steel. Deck Mounted Gooseneck K-52 All bowls are Sound Deadened. Deck Mtd.Large Gooseneck K 55 Units feature Advance Tabco's Smart FlnishTM, Deck Mounted X.N.D.Gooseneck K Ei2 MECHANICAL: Faucet supply is 1/2"IPS male thread. Deck mounted faucet is furnished with aerator and 4"O.C. FOR REPLACEMENT FAUCET,DRAINS Basket drain 1-1/2"IPS. AND ACCESSORIES,SEE SECTION G MATERIAL: 20 gauge type 304 series stainless steel. Faucets are brass-nickel plated. Stainless Steel Basket Drain. NEW YORK GEORGIA TEXAS NEVADA (800)645-3166 (800)832-1218 (800)527-0353 (800)446-8684 Fax:(631)242-6900 Fax:V70)775-5625 Fax:(972)932-4795 Fax:(775)972-1578 ADVANCE TABCC >ativar pnealcnnaN^ ,.� ,°. ,-_ - .� - , a°i a� �®U •• J O ^�R• � www.advancetaf7Coz ni r • •• • . - - . m... ., 'gg. i r A-1 DIMENSIONS and SPECIFICATIONS TOL .125" Supplied with K 52 Faucet ALL DIMENSIONS ARE TYPICAL � DI-1'5 Faucet- p ; 9° _101J2 i 14' L �t Faucet `- Approx.Wt. 12 Ibs. 12• - I DI-1-5SP ' 6" L Approx. 8 lbs. 101 Approx.Wt. 16 lbs. DI-1-35 Faucet DI-1-10 � • 6 10. i I j 10' 15'f i i 3 14' F+-10112• .17- Faucet. _ Approx.Wt. 14 lbs. DI-1-10SP 101. I -11 A 1 L 3 6° 6" Approx.Wt.10 lbs. TLii r 1 10 2 1 Approx.Wt. 18 Ibs.,.....�...,..,_._........ .._._..w....._,.-...__._..,... _-..,..... � '., TOP VIEW FOR TOP VIEW FOR DI-1-5&DI-1-10 DI-1-5SP&DI-1-10SP ( --•- OVERALL DIMENSION(O.D) r o o� 1011— 14' 19° 14it L� +� 19• � � CUTOUT DIMENSION j _—_ .... - (O.D-314) ►� � Cut-Out Size= L to R x F to B �---is* _.... ADVANCE TABCO is constantly engaged in a program of improving our products.Therefore,we reserve the right to ADVANCE TA�BCI1 change specifications without prior notice. A-Ia 200 Heartland Boulevard,Edgewood,NY 11717-8380 ®ADVANCE TABCO,JANUARY 2005 I o -,-,tr o 1 K_6 STAINLESS STEEL DROP-IN SINKS ADy"A S -rABco. One Compartment SMAFIT FA9FlIGATIpN'- Item #: Qty #: For Hand Sink Ilse! Model #: Includes Gooseneck Faucet & Drain Project #: rr DI-1-5 DI-1-5SP DI-1-10 DI-1-35 FEAT DI.1.10SP One piece seamless Deep Drawn sink bowl design. All sink bowls have a large liberal radii with a minimum dimension of 2" and are rectangular in design for increased capacity. Self-Rim Design.Mounting hardware is provided. CONSTRUCTION: Available Faucets 4"O.C. • • ,� '; � Unit fabricated from one sheet of stainless steel, Deck Mounted Gooseneck K 52 All bowls are Sound Deadened. Deck Mtd.Large Gooseneck K 55 Units feature Advance Tabco's Smart FinishTm. Deck Mounted X.H.D.Gooseneck K 62 MECHANICAL: Faucet supply is 1/2"IPS male thread. Deck mounted faucet is furnished with aerator and 4"O.C. FOR REPLACEMENT FAUCET,DRAINS Basket drain 1-1/2"IPS. AND ACCESSORIES,SEE SECTION G MATERIAL; 20 gauge type 304 series stainless steel. Faucets are brass-nickel plated. Stainless Steel Basket Drain. NEW YORK GEORGIA TEXAS NEVADA (800)645-3166 (800)832-1218 (800)527-0353 (800)446-8684 Fax:(631)242-6900 Fax:(770)775-5625 Fax:(972)932-4795 Fax:(775)972-1578 ADVANCE TABCO. SMART RABRIC.OTION^' • ® '� • , O C • T• I www.advancetabco.wm - Y SPECIFICATIONSDIMENSIONS and TOL*.125" Supplied with K 52 Faucet ALL DIMENSIONS ARE TYPICAL DI-1-5 Faucet— �5� r z ,t{ 14` rL � Faucet �7 rj Approx.Wt. 12 lbs. DI-1-5SP �— s 7 10" j —T'r 8. �x 1 I1 6" Approx. 8 Ibs. Approx.Wt. 16Ibs... _ -. -.•._•,._.-, - �_ _-� - DI-1-35 DI-1-10 Faucst� • i I 10• I 14•— i . F-101/2' �"" 'it""" Faucet- Approx.Wt.-14 Ibs _....__�.......w._,..._.-.....,..,.._._...___..... -- 13I-1-10SP ire 1;� •j 5 1 Approx.Wt.10 lbs,. T ttF ' Lj --I 102" 4 Approx.Wt. 18 lbs.- TOP VIEW FOR TOP VIEW FOR s DI-1-5&DI-1-10 DI-1-5SP&DI-1-10SP --- OVERALL DIMENSION(O.D)1011— 10°- 14 • _ 14" CUTOUT DIMENSION � " 19" i f Cut-Out Size = L to R x F to B , �.--•13•-.- 13 ADVANCE TABCO is constantly engaged in a program of improving our products.Therefore.we reserve the right to ADVANCE TABC11 change specifications without prior notice. ©ADVANCE TABOO,JANUARY 2005 A-la 200 Heartland Boulevard,Edgewood,NY 11717-8380 _ 1 wr e1 4 _. , rimSLIC„ -1" -�-14- �r" ErmRBR r ... closer to your business z rh e u. : r-,e.; �� n m cieft.f1 t. tl'e t��°v�,, $� " ,/',_NS1 2 704'0Standard. MgS" Safety is our top-priority ... . . . GSP H series — manual safetys icer .. . Nzerba is the fees 1 R r1r ,Cf Urc r c, achi v c . S z' a �4 - t A.ri0 z �r as t 1.. 81zp13Bp F ct GSP H 'rr` ..,ne '�' K•° Err Widest product carriage for increased capacity ...w. �' t. M One piece anodized aluminum construction J: #, 19 Fast and easy to clean,fewer seams,large radii V Improved sealing against water and debris f FT Largest and easiest to use remnant holder in the industry Unique design allows for the smallest end pieces,increased product yield r, Remote sharpener is dishwasher safe for improved safety and hygiene; Best blade in the industry P P Y Y9 Y spring-loaded dial insures correct and consistent sharpening The unique design of our blade produces r.. The ergonomic design of the Bizerba GSP H series sets the standard clean and consistent slices.The hardness for safety, ield,h iene,durabilit,and lowest overall cost of ownership results in a long lasting sharp edge.The Y Y Y9 Y ;s, j Low profile—reduces operator fatigue life of the blade is dramatically longer �s Largest thumb guard for maximum protection than the competition. IF Zero blade exposure during the cleaning process FT- Patented carriage interlock system Our standard blade is the hardest,thinnest , One piece carriage with seamless thumb guard for highest hygiene standards largest,straightest blade in the industry. V, Safety features:shut off in thickness knob,adjustable blade shut off and start at zero(safe-only) IM 13"diameter,chromium coated IT Improved liquid and debris diversion from all control surfaces hard alloy f F Top quality gravity feed slicer with low-profile carriage for heavy products V 60-62 Rockwell hardness at the edge . t f n s:ct� 1tL`` Project Name Model/s Number ... closer to your business Quantity 1-phase AC current Installation area 2T P 120 V,specialised data available on request rf, (L x W).20.94'x 18.82"(530 x 480 mm) , `s Nell":" ;.�����(((� 60 Hz External dimensions(carriage inclined at 25°) frs4 r rUS lr G: Frequency of nominal current 3 5 A rn (L x W x H)28.54"x 23.07"x 23.46" rM " '� a Power consumption 0.360 kW e.eo (725 x 586 x 596 min) Blade diameter ',1 13 (330 mm) Operating area v 4 > x t 19 (Lx W)31.74'x354'(806x899 min) y Blade speed Protection type VI IP 33 Max.produce size ry - f Height 4 96 (126 mm) Weight of machine Width:11.6"(290 min) 95.1 Ibs,43 kg .a Round 8"(200 mm) , Additional equipment ,C F.r Rectangular 11.6 x 6 4'(290 x 160 mm) W, Vegetable chute Slice thickness m Product fences € � Vs PW scale 120 V/60 Hz,540 W Af TS-094"(0-24 min) infinitely variable xi v� m Carriage inclined at 25 Warranty The GSP H Safety Slicer carries a one-year,on-site parts and labor io warranty against any flaws In materials and workmanship.This 3 rn v � .period begins with the date of purchase and,provided the unit is n o, -. used properly in accordance with our instructions,.is in full effect s _ V for one year from that date.Any work to be performed under this o — N warranty must be performed between the hours of 8:00 a.m.and ray S 4:30 p.m.local time,Monday to Friday.Bizerba will not pay over- time charges for work performed other than during normal business o hours.Accessories have a 30-day replacement.or repair warranty for the period beginning on the date of purchase.Damages incurred m D 1.77" (45) WI 17.05" (433 in transit or from installation error,accident,alteration or misuse are not covered.Transit damages should be reported to the carrier @ vt L1,.19.17" (487) W 23.07" (586) immediately.Bizerba:shall not be liable for any consequential,com o pensatory,incidental,or special damages.All warranty work must- ry1 L 28.54" (725) ; < W2 35.40" (899) be performed by a factory authorized Bizerba Representative. N L2 31.74" (806) Members of the Bizerba Group Bizerba USA Inc. Bizerba Canada Inc. Bizerba de Mexico,S.A.de C.V. 31 Gordon Road 2810 Argentia Road#9 Av.Rio Mixcoac No.157 Bizerba GmbH&Co.KG Piscataway Mississauga, Colonia Florida Wilhelm-Kraut-StraBe 65 New Jersey 08854 Ontario L5N 8L2 01030 Mexico,D.F. 72336 Balingen USA Canada Mexico Germany Tel.Office+1 732 565-6000 Tel.+1 905 816-0498 Tel.+52 55 5663-1397 Tel.+49 7433 12-0 Tel.Service+1 732 565-6001 Fax+1 905 816-0497 Fax+52 55 5663-1296 Fax+49 7433 12-2696 Fax+1 732 819-0429 ca.info@bizerba.com contacto@bizerba.com.mx marketing@bizerba.de us.info@blzerba.com www.bizerba.ca www.bizerba.com.mx www.bizerba.com www.bizerbausa.com SLUSLUSH-1 =_... ._ , 7 mow. _ BUNN 0 ITEM# UltraTm High Performance PROJECT Frozen Beverage System with 2 Hoppers DATE x .. .. t: 7 Ultra High Perfomance Gourmet Ice® System M, Reversing auger design quickens freeze time and reduces air mixing • Very simple to program and run with touchpad display,which also guides cleaning and preventive maintenance • Refrigeration system internally monitored to ensure long lasting performance 5 4x • Liquid Auto Fill (LAFI) models available(see back) ,h Large 3 gallon(11.4 litre)hoppers for optimum cooling and serving capacity • Full 2-year parts and 1-year labor warranty.5-year parts and 1-year labor warranty on compressor and 3-year parts and labor warranty on electronics. See the product ; ' , manual for additional details .a. ri Sanitation listed by NSF to Standard 6 and 18(including dairy&alcohol)and safety ...°y listed by ETL to UL Standard(UL 471)and CSA Standard(C22.2 No.120) • White/Stainless, Black,Stainless and all Black finishes available. Liquid Auto Fill(LAFI)models available(see back) CFV(Constant Flow Valve) models available see spec sheet D1 b at bunn.com a xe Preventive maintenance kit:34245.0000 F%lr�%�K . �5 k Ultra-2 HP Dimensions: 31.9"H x 16"W x 24.5"D (81 cm H x 40.6 cm W x 62.2 cm D) For current specification sheets and other information,go to www.bunn.com. �W7 Liquid Autofill Kits(LAF) Kit for Ultra-2 Lid Lock For use with external brix pumps. Part Number: 34996.0000(white) , 5 Product No.:37960.0000 f, (4 water lines) Kit for Ultra-2 Lid Lock and Handles k Part Number: 34996.0002(white) a; Product No.:37960.0001 � (2 water lines) ) � t Kit for Ultra-2 Handle Loc •' Part Number: 34996.0004(white&black) r, i Kit for Ultra-2 Lid Lock Kit Part Number: 34996.0001 (black) 4 ;- Kit for Ultra-2 Lid Lock and Handles +� Part Number: 34996.0003(black) t-_� - •.m,,,q . Model Agency Listing ULTRA-2, HP hsF. N- Dimensions 8 Specifications n � � ,:rr /' rs Model Product# Volts Amps Capacity Cubic Shipping Cord per hopper Measure Weight Attached ULTRA-2,HP(stainless/White) 34000.0079 120 12 2@3.0 gal 14.9 ft3 137 lbs. Yes* ULTRA-2 HP(Stainless/Black) 34000.0081 120 12 2@3.0 gal 14.9 ft3 137 lbs. Yes* ULTRA-2, HP(All Black) 34000.0080 120 12 2 @3.0 gal 149 ft3 137 lbs. Yes* Liquid Autoffil Models: ULTRA-2,'HP LAFI (Stainless/White) 34000.0067 120 12 2@3.0 gal 14.9 ft3 137 lbs. Yes* ULTRA-2, HP LAFI (Stainless/Black) 34000.0099 120 12 2@3.0 gal 14.9 ft3 137 lbs. Yes* ULTRA-2, HP LAFI (All Black) 34000.0515 120 12 2@3.0 gal 14.9 ft3 137 lbs. Yes* 'Power cord(NEMA 5-15P) 15 Amp-120V machine only. Electrical: Models require 2-wires plus ground service rated 120V, single phase,50/60 Hz. — — _ I 1 0 u IW L I o 0 I II II 111 III -- II II 1II III —— 24.5 n II ul ul II II III III l< 4 31.9 O Q ® O I 10.6� I ®®®®® o ao ®®®® ®®®®® t12.3 I® =ZU7 ®®®®® u —— ®®® ®®®®® I 16.0 _ 1 8.0 14.0 � 2.2 LE REAR LEGS 12.1 FRONT LEGS Bunn-O-Matic®Corporation-1400 Stevenson Drive Springfield,Illinois 62703.800-637-8606.217-529-6601 •Fax 217-529-6644•www.bunn.com BUNN®practices continuous product research and improvement.We reserve the right to change specifications and product design without notice.Such revisions do not entitle the buyer to corresponding changes,improvements,additions or replacements for previously purchased equipment. All dimensions shown in inches. 9112 o Bunn-0-Matic Corporalfon n A!1112=Ej Item NoAMM .: SSP P_2 a Project No.: Profit from the Eagle Advantage® S.I.S. NO.: -� co Specification Sheet Worktables with B'►acksplash 0 Short Form Specifications and Stainless Steel Base C/) Eagle worktables, Deluxe series, model .Top =3- CD constructed of 16/304 stainless steel with 1%"" roll on front, with Undershelf CD 4%"" backsplash, and sides turned down 900. Adjustable ZE undershelf constructed of heavy gauge type 430 stainless steel —Deluxe Series with marine edge.Top reinforced with hat channels and sound deadened. Constructed with uni-lok° patented gusset system MODELS: with the gussets recessed into the hat channels to reduce ❑T2424SE8-BS ❑T24108SEB-BS ❑T3072SEB-BS 0T3660SEB-BS — lateral movement. 1%"-diameter stainless steel legs, with ❑T2430SEB-BS ❑T24120SEB-BS ❑T3084SEB-BS ❑T3672SEB-OS galvanized gussets and 1""stainless steel adjustable bullet feet. ❑T2436SEB-BS ❑T24132SEB-BS ❑T3096SEB-BS ❑T3684SE8-BS ❑T2448SEB-BS ❑T24144SEB-BS LlT30108SEB-BS ❑T3696SEB-BS 0T2460SEB-BS ❑T3030SEB-BS ❑T30120SEB-OS ❑T36108SEB-BS ❑T2472SEB-BS ❑T3036SEB-BS ❑T30132SEB-BS ❑T36120SEB-OS ❑T2484SE8 BS ❑T3048SE8 BS LIT30144SE8 BS ❑T36132SE8 BS cv ❑T2496SE8 BS I�T3060SE8 BS LI T3648SE8 BS ❑T36144SE8 BS CD Tabletop CD CD •Patented uni-lok®gusset system (patent#5,165,349): gussets y t� are recessed into hat channel, reducing lateral movement. n.: •Top reinforced with welded-on hat channel. o - •Sound-deadened between top and channels. •4%""014mm)-high 90'backsplash with 1"(25mm)turn at 900 s ° � •1'/""(38mm)-diameter 1800 rolled edge on front.Ends are CD r turned down 900 providing for flush installations when required. worktable with backsplash 16 gauge type 364 polished stainless steel. and adjustable undershelf Adjustable Undershelf •Heavy gauge stainless steel. C7 •Gusset welded to each corner. y Patented uni-lok®System 'a (Patent No.5,165,349) •Heavy duty marine edge design. co Legs-1%"-(41 mm)-diameter s end ,:,de „t, hat Mannar •Tables 96""(2438mm)and longer come with six legs or more.tape Q and labla'laP chwmelandt arewekaad •Heavy gauge stainless steel. cl`,ann51 and top'�r,. 12-nauge backuto together nyr aassatrewssedInta Pataned:sta�hty •1""(25mm) adjustable stainless steel feet. dtgnnet reduces � It'leral movement Options/Accessories — Imi"Channel frame� Ca ❑ Drawer ❑ Duplex receptacles y Indlcat�s cn isdoolgegusc;«�donba tag ❑ Lock ❑ Pot rack is dcwpin•vraNked on baaktop weld Ptdn1 Pla,eendehannal;tamera+ ❑ Casters ❑ Sink m addad stntAlly ❑ Stainless steel bullet feet ❑ Additional undershelf co ❑ Overshelves ❑ Stabilizer Bar(for 30"- W ❑ Power strip (for material handling) and 36"=wide tables) W CD EAGLE GROUP Certifications/Approvals A UT 01C U 0 T E 100 Industrial Boulevard, Clayton, DE 19938-8903 USA e Phone:302-653-3000• Fax: 302-653-2065 a SF. www.eaglegrp.com KtC'L a Foodservice Division: Phone 800-441-8440 rn MHC/Retail Display Divisions: Phone 800-637-5100 �. For custom configuration or fabrication needs,contact our SpecFAB®Division. Phone:302-653-3000• Fax:302-653-3091 •e-mail:specfab@eaglegrp.com EG10.45B Rev. 08/12 tFt. 1 t t I y1 1 1 1 1 1 1 1 1 1 .I l I I , ;"3. Eagle Foodservice Equipment,Eagle MHC,SpecFAB',and Retail Display are divisions of Eagle Group. 02012 by the Eagle Group M E- w GL Eo Item No.. Project No.: Profit from the Eagle Advantage® S.I.S. No.: 0 z Worktables with Backsplash and Stainless Steel Base with Undershelf-Deluxe Series C 4- M U 1 rolled edge 38mm CD construction CL MR c/) **For custom sizes-fill in required LENGTH- WIDTH-1 dimensions in layout provided 41/2"114mm o T v 38mm 35%- 892mm 11/s" Plus 1' 48mm-1 dj.adj.f too! y TOP VIEW 1"(25mm)leg adjustment FRONT VIEW SIDE VIEW c s #of width length weight model# legs in. mm in. mm lbs. kg T2424SEB-BS 4 24" 610 24" 610 43 19.5 - CD T2430SEB-BS 4 24" 610 30" 762 48 21.8 M T2436SEB-BS 4 24" 610 36" 914 53 24.0 coo T2448SEB-BS 4 24" 610 48" 1219 63 28.6 T2460SEB-BS ' 4 24" 610 60"" 1524 73 33.1 T2472SEB-BS 4 24" 610 72" 1829 85 38.6 CD T2484SEB-BS 4 24" 610 84" 2134 97 44.0 y T2496SEB-BS 6 24" 610 96" 2438 114 51.7 e* T24108SES-BS 6 24" 610 108' "2743 142 64.4 CO) T24120SEB-BS 6 24" 610 120" 3048 154 69.9 T24132SEB-BS 8 24" 610 132" 3353 166 75.3 T24144SEB-BS 8 24" 610 144" 3658 178 80.7 ;Q T3030SES-BS 4 30" i 762 30 762 50 22.7 y T3036SEB-BS 4 30" 762 36" 914 53 24.0 -a 2 48"-`1219 70 = T3060SEB-BS 4 30" 762 60"" 1524 81 36.7 cQ T3072SEB-BS 4 30" 762 72" 1829 94 42.6 '= T3084SEB-BS 4 30"" 762 84"" 2134 108 49.0 CO) T3096SEB-BS 6 30" 762 96" 2438 130 59.0 CL T30108SEB-BS 6 30" 762 108" 2743 150 68.0 W T30120SEB-BS` 6 30" 762 120" 3048 170 77.1 � T30132SEB-BS 8 30" 762 132" 3353 188 85.3 cc T30144SEB-BS 8 30" 762 144" 3658 207 93.9 m co T3648SEB-BS 4 36- 914 48" 1219 77 34.9 +� T3660SEB-BS 4 36" 914 60 1524' 90 40.8 � T3672SEB-BS 4 36" 914 72" 1829 106 48.1 CO) "'T3684SEB-BS '' 4 36" 914 84 2134 123 55.8 ' m T3696SEB-BS 6 36" 914 96" 2438 132 59.9 T36108SEB-BS 6 36" 914 108- 2743 169 76.7 ca T36120SEB-BS 6 36" 914 120- 3048 192 87.1 i T36132SEB-BS 8 36- 914 132" 3353 216 98.0 o T36144SEB-BS 8 36" 914 144" 3658 239 108.4 y d CD EAGLE GROUP y 100 Industrial Boulevard, Clayton, DE 19938-8903 USA CD Phone:302-653-3000• Fax: 302-653-2065 CD www.eaglegrp.com Printed in U.S.A. Foodservice Division: Phone 800-441-8440 ©2012by Eagle Group MHC/Retail Display Divisions: Phone 800-637-5100 Rev. 08/12 Although every attempt has been made to ensure the accuracy of the information provided,we cannot be held responsible for typographical or printing errors.Information and specifications are subject to change without notice.Please confirm at time of order. Item No. `�`� —5 RP AREAGLRL ® Project No.. CD Profit from the Eagle Advantageo S.I.S. NO.: a CD Specification Sheet Worktables with Backsplash 0 Short Form Specifications Eagle worktables, Deluxe series, model Top and Stainless Steel Base constructed of 16/304 stainless steel with 1%"" roll on front, with U n d e rs h e I f CD 4%"" backsplash, and sides turned down 90°. Adjustable CD undershelf constructed of heavy gauge type 430 stainless steel —Deluxe Series with marine edge.Top reinforced with hat channels and sound deadened. Constructed with uni-lok° patented gusset system MODELS: with the gussets recessed into the hat channels to reduce ❑T2424SEB-BS ❑T24108SEB-BS ❑T3072SE8-BS ❑T3660SEB-BS — lateral movement. 1%"=diameter stainless steel legs, with ❑T2430SEB-BS ❑T24120SEB-BS ❑T3084SEB-BS ❑T3672SEB-BS galvanized gussets and 1""stainless steel adjustable bullet feet. ❑T2436SEB-BS ❑T24132SEB-BS ❑T3096SEB-BS ❑T3684SEB.BS ❑T2448SEB-BS ❑T24144SEB-BS ❑T30108SEB-BS ❑T3696SEB-BS ❑T2460SEB-BS ❑T3030SEB-BS ❑T30120SE8-BS ❑T36108SEB-BS ❑T2472SEB-BS ❑T3036SEB-BS ❑T30132SEB-BS ❑T36120SEB-OS v ��_ ❑T2484SE8 BS ❑T3048SE8 BS ❑T30144SE8 BS ❑T36132SE8 BS CD ❑T2496SEB-BS ❑T3060SE8 BS ❑T3648SEB-BS ❑T36144SEB-BS co 0*3 Tabletop CD •Patented uni-loV gusset system (patent#5,165,349): gussets y are recessed into hat channel, reducing lateral movement. •Top reinforced with welded-on hat channel. o . •Sound deadened between top and channels. «. .4%""014mm)-high 900 backsplash with 1-(25mm)turn at 900. a „° •1'/""(38mm)-diameter 1800 rolled edge on front.Ends are CAI turned down 900 providing for flush installations when required. •16 gauge t 34 polished stainless steel. worktable with backsplash g g type 0 p ,..� and adjustable undershelf Adjustable Undershelf •Heavy gauge stainless steel. •Gusset welded to each corner. CAI Patented uni-lok®System -a (Patent No.5,165,349) •Heavy duty marine edge design. ti j )-Legs 41mmdiameter � wn+klablelop —1%"" sv Und�ed.n,ng patchaneat •Tables 96""(2438mm)and longer come with six legs or more. end WWI lop CL � ,n` nd ~° v;wr!crnd •Heavy gauge stainless steel. y 12-gauge backlap ca wild gusvit recess ed Into WWI)adds„RWI4W •1""(25mm) adjustable stainless steel feet. C"Innel reduces �• lateral+hoveMenl Options/Accessories MI'thmnel treme''' ❑ Drawer ❑ Duplex receptacles y 12-gaagegusset to,11,•lei ❑ Lock ❑ Pot rack CAI doubM•welded on baclwp weld ptsinl � pale anal ohnnnal hemNe for ❑ Casters ❑ Sink CD added Stab"'Sy ❑ Stainless steel bullet feet ❑ Additional undershelf CD ❑ Overshelves ❑ Stabilizer Bar(for 307- It ❑ Power strip (for material handling) and 36"=wide tables) 012 CD EAGLE GROUP Certifications/Approvals AUT001. L..O 5 100 Industrial Boulevard, Clayton, DE 19938-8903 USA e Phone: 302-653-3000• Fax: 302-653-2065 www.eaglegrp.com KCL CD Foodservice Division: Phone 800-441-8440 CIO- MHC/Retail Display Divisions: Phone 800-637-5100 CD For custom configuration or fabrication needs,contact our SpecFAB®Division. Phone:302-653-3000• Fax:302-653-3091 • e-mail:specfab@eaglegrp.com EG10.4513 Rev. 08/12 • . 1 1-7 1T it II is t 1 oilI. i 11 111 1 1 . l ;3';.•w. Eagle Foodservice Equipment,Eagle MHC,SpecFA01,and Retail Display are divisions of Eagle Group. @2012 by the Eagle Group . EZAIGLE Item No.. Project No.. Profit from the Eagle Advantage® S.I.S. No.: 0 z .� Worktables with Backsplash and Stainless Steel Base 0 with Undershelf-Deluxe Series 4- CZ U 1 rolled edge c� 38mm construction a> n. cn "For custom sizes-fill in required LENGTH WIDTH--1 0' dimensions in layout provided """' 41/2-114mm o CZ 38mm 35Y 892mm Plus 1" 48mm 2smm adj.foot CD cooTOP VIEW 1"(25mm)leg adjustment FRONT VIEW SIDE VIEW #of width length weight •3 model# legs in. mm in. mm Ibs. kg T2424SEB-BS " 4 24" 610 24" 610 43 19.5 d T2430SEB-BS 4 24" 610 30" 762 48 21.8 COD M ;`T2436SEB-BS 4 24" 610 36"; 914 53 24.0 co T2448SEB-BS 4 24" 610 48" 1219 63 28.6 T2460SEB-BS 4 24" '' 610 60' 1524 73 33.1 O T2472SEB-BS 4 24" 610 72" 1829 85 38.6 T2484SEB-BS 4 24" 610 84' 2134 97 44.0 y T2496SEB-BS 6 24" 610 96" 2438 114 51.7 vs T24108SEB-BS 6 24" 610 108' 2743 142 64.4 CO) T24120SEB-BS 6 24" 610 120" 3048 154 69.9 a) T24132SEB-BS 8 24" 610 132"" 3353 166 :'75.3 = T24144SEB-BS 8 24" 610 144" 3658 178 80.7 T3030SEB-BS 4 30" 762 30" 762 50 22.7 y T3036SEB-BS 4 30" 762 36- 914 53 24.0 'o T3048SEB-BS 4 30" 762 48"' 1219 70 31.8 O rT3060SEB-BS 4 30" 762 60"" 1 1524 81 36,7 cQ T3i�7ZSEB- W-762 1 '= T3084SEB-BS 4 30" 762 84" 2134 108 49.0 cyC T3096SEB-BS 6 30- 762 96` 2438 130 59.0 C T30108SEB-BS 6 30- 762 108" 2743 150 68.0 4 T30120SEB-BS 6 30" 762 120" 3048 170 77.1 19 c� T30132SEB-BS 8 30" 762 132" 3353 188 85.3 ca T30144SEB-BS 8 30" 762 144" 3658 207 93.9 m � T3648SEB-BS 4 36" 914 48" 1219 77 34.9 +� T3660SEB-BS 4 36" 914 60 1524 90 40.8 .3 T3672SEB-BS 4 36" 914 72" 1829 106 48.1 rn T3684SEB-BS 4 36 914 84" 2134 123 55.8 a� T3696SEB-BS 6 36" 914 96" 2438 132 59.9 T36108SEB-BS 6 36" 914 108" 2743 169 76.7 T36120SEB-BS 6 36" 914 120" 3048 192 87.1 i T36132SE6-BS 8 36 914 132" 3353 216 98.0 O T36144SEB-BS 8 36" 914 144" 3658 239 108.4 y G� •CD EAGLE GROUP coo 100 Industrial Boulevard, Clayton, DE 19938-8903 USA Phone:302-653-3000• Fax:302-653-2065 www.eaglegrp.com Printed in U.S.A. Foodservice Division: Phone 800-441-8440 ©2012by Eagle Group MHC/Retail Display Divisions: Phone 800-637-5100 Rev. 08/12 Although every attempt has been made to ensure the accuracy of the information provided,we cannot be held responsible for typographical or printing errors.Information and specifications are subject to change without notice.Please confirm at time of order. Item No.: I R-12 CD • Project No.: Profit from the Eagle Advantage® S.I.S. No.: _0 m Specification Sheet CD Short Form Specifications RedHOts® Eagle RedHots° Countertop Food Warmer, model Countertop Food Warmers Highly polished exterior body, with deep CD drawn 304 stainless steel heat well. Infinite control with "On" MODELS: indicator light, wet or dry operation. ❑1220FWE-120 ❑1220FW2-208 ❑110FW-240 0 1220FWE-208 0 1220FW2-240 ❑501600 ❑1220FWE-240 ❑70FW-120 ❑501912 r• U 1220FWD-120 ❑70FW-208 ❑501913 ❑1220FWD-208 ❑70FW-240 ❑501914 _ ❑1220FWD-240 ❑110FW-120 ❑501915 ❑1220FW2120 ❑110FW 208 ❑501585 ti.. Design and Construction Features • •6"cord and 15-amp, 120-volt plug (NEMA 5-15). a. • Deep-drawn stainless steel heat well. c • Infinite controls feature 10" and "HI" settings (plus eight n #1220FWD-120 food warmer with 12-x 20-well, more settings in between) and "ON" indicator light. ° shown with optional food pan n •Tubular-style elements for quick response. _ •Available in 120-, 208-, and 240-volt models. CD •Single-phase, 60-cycle electricity. c Units with 12"-x 20"-Wells c �L us •"FWE" models* have a 750-watt element; c t "FWD" models have a 1200-watt element; n "FW2" models" have an 1800-watt element. � r • Heat well openings are 12""x 20""(305 x 508mm), CIO * deep-drawn out of 304 series stainless steel, providing #11QCW--120 food warmer either wet or dry operation. CD with round well Units with Round Wells •Two round well models available to accommodate a 7 qt. Options/Accessories (6.6 liter) or an 11 qt. (10.4 liter) round inset. ❑ Rolltop cover •All units feature 10%-(273mm) height. ❑Adapter tops ❑ Round inset/lids Warranty ❑ Food pans/lids • Backed by a 1-YEAR Parts & Labor Warranty. *208V units have 712W element;**240V units have 190OW element. To set up for wet operation: •Fill well so that water(190°F min.) will touch bottom of food pan. Cover well. •Set control to HI for 45 minutes, then adjust to desired setting for proper food temperature. This will vary per type of food, pans, and individual serving temperature. EAGLE GROUP Certifications/Approvals AUTOQUOTES 100 Industrial Boulevard, Clayton, DE 19938-8903 USA Phone:302-653-3000• Fax: 302-653-2065 www.eaglegrp.com C(k US EccrL Foodservice Division: Phone 800-441-8440 MHC/Retail Display Divisions: Phone 800-637-5100 For custom configuration or fabrication needs,contact our SpecFAB®Division. Phone:302-653-3000• Fax:302-653-3091 • e-mail:specfab@eaglegrp.com E1335.00 Rev. 05/12 Eagle Foodservice Equipment,Eagle MHC,SpecFAB',and Retail Display are divisions of Eagle Group. @2012 by the Eagle Group r Item No.: µ . __j�i . ,. , Project No.: Profit from the Eagle Advantage S.I.S. No.: 0 z RedHots° Countertop Food Warmers o Units with 12""x 20""(305 x 508mm)Well* Units with Round Well 4— CIZ F �—� *"FWD"&"FWE" "= 14/4 models shown. / i 81/16" 211 mm diameter CD "FW2"models for 7-qt.models s� 11'/s" (/ 302rrm are 2-well units. f for 111"-2t6models meter See chart below o ' for dimensions. � 1913 a 50503mm TOP VIEW �j TOP VIEW DEPTH WIDTH I---WIDTH---- T —r 11 103/4- rn o 0 279mm 273rr1m a� l E 221/s- 562mm-- ca SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW c Units with 12""x 20""(305 x 508mm)Wells C Features deep drawn type 304 stainless steel 12""x 20"(305 x 508mm) openings,providing wet or dry operation. L.L a 120-VOLT Mod a Ls 208-VOLT Mod a Ls 240-VOLT MOdeLs width depth weight #of p model# electrical data model# electrical data model# electrical data in. mm in. mm lbs. kg wells i 0FWE 120 170V fi 3 7�,4W 22QFW—E-208_2oV..14E...Z12). 122 FWE-2-4Q_2.40u„�1A—Z5QYW M 1220FWD-120 120V,10A,120OW 1220FWD-208 208V,5.8A 1200W I 1220FWD-240 240V,5.OA 120DW 14/n" 362 22%" 562 24 10.9 1 4-4E0 .. ".^ — L :r` c C..) Units with Round Well ® Also known as"soup warmers". Round well holds 7 qts. (6.6 liters) or 11 qts. (10.4 liters) round inset. C 120-VOLT MOdeLs 208-V0LT MOdeLs 240-VOLT Mod eLs width depth weight capacity = model# electrical data model# electrical data model m # electrical data . mm in. mm lbs. kg qts. liters ,a i7QFW--120 120V,4.6A,55OW 7QFW-208 208V,2.4A,495W I model 240V,2.8A,66OW 12" 305 12" 305 18 8.2 7 6.6'i 0V 4.6A 550W 11QFW-208 208V,2.4A,495W 11QFW-240 240V,2.8A,66OW 141A" 373 161Y+,' 424 20 9.0 11 10.4 CD11QFW-120 12 , Accessories for RedHots® Countertop Food Warmers For information on additional accessories, please consult our Foodservice Price List. Adapter tops model# description , 501600 two V'(216mm)diameter inserts,each for 7 qts.(6.6 liters) 501912 one 8X"(216mm)diameter insert for 7 qts(6.6 liters), and one 10X"(267mm)diameter insert for 11 qts.(10.4 liters) " model#501600 model#501912 model#501913 501913 one 6X";(165mm)diameter insert for 4 qts(3.8 liters), er to and one I OX"(267mm)diameter insert for 11 qts.(10.4 liters) 2-pot adapter top 2-pot adapter top 2-pot adapter top 501915 one 6X"(165mm)diameter insert for 4 qts(3.8 liters), M and one 8X"(216mm)diameter insert for 7 qts(6.6 liters) 501914 three 6X"(165mm)diameter inserts,each for 4 qts(3,8[it ers) Rolltop cover model#501915 model#501914 ' model# description 501585 133r'width x 20Y4"length x IV"height(349 x 527 x 299mm), ` 2-pot adapter top 3-pot adapter top rolltop cover fits 12"x 20"(305 x 508mm)opening EAGLE GROUP 100 Industrial Boulevard, Clayton, DE 19938-8903 USA Phone:302-653-3000•Fax: 302-653-2065 www.eaglegrp.com Printed in USA. Foodservice Division: Phone 800-441-8440 02012 by Eagle Group MHC/Retail Display Divisions: Phone 800-637-5100 Rev.05/12 . . Although every attempt has been made to ensure the accuracy of the information provided,we cannot be held responsible for typographical or printing errors.Information and specifications are subject to change without notice.Please confirm at time of order. IITEM# W —4, - / SIGC LEBUILT-INANDDROP-IN ROUND HEATED WELLS Models HWB-40T,-4QTD HWB-7QT,-70TD HWBH-70T,-70TD HWB 11 QT,-11 QTD'HWBH-11 QT,-11 QTD Hatco Built-In Round Heated Wells provide flexibility and quality,with many options to choose from.These units hold steam table food hot and fresh with self-adjusting jp thermostats that read the actual temperatures and add heat only whent� needed � � } FLEXIBILITY � ( y. • 7 .; k x UL approved Built-In Round Heated Wells are . available in three sizes:round 4-Quart(4 liter) round 7-Quart(7 liter),and round 11-Quart (10 liter).Choose from a model with or � without a drain,in standard,or high watt.The standard compact controls,or optional larger � r recessed controls can be conveniently placed where needed. HWB-7 and 11 QTD with accessory food pans Model HWB-70T with accessory food pan and QUALITY Ordering Instructions notched lid The following features assure the finest Please specify the following with each order: performance for years to come: 1.Desired Voltage:120,208,or 240V(export I voltage available) (( �� •4-,7-,and 11-quart round wells. 2.Base Size of Heated Well: ' ,t •Standard or high watt(4-quart standard A.Round:4-Ouart(4-Liter),7-Quart(7-Liter)or t watt only) 11 Quart(10 Liter) 3.Choose With or Without Drain Model HWB-4QT ` •Controls feature a separate lighted ON/OFF 4.Mounting Style: with accessory fond rocker switch and temperature dial,allowing A.Top Mounted pan and notched lid Model HWB-I IOT preset temperatures to be maintained. s.A.High and notched lid food pan A.High Watt and notched lid •50%larger drain with flat screen simplifies B.Standard Watt,(4-Quart(4-Liter)available in standard watt only) cleaning and holds pans level. . ;. 6.Agency: •Easy service access to heating elements and A.UL and CUL IC thermostats. B.UL-EPH(sanitary listing) C.CE Mark available on standard and high watt Accessory hinged and notched lid •Mounting kits for combustible countertops units for4,7,or 11 Quart round pans. available. •EZ locking hardware for quick installation. Built-in and Drop-in Heated Wells Countertop Cutout Dimensions Model Minimum Width Maximum Width Minimum Depth Maximum Depth Below Counter •An optional WM Control Assembly is also HWB-40T 07.125" 181 mm 07.56" 192mm — — 9.51 241 mm available that will replace most existing HWB-40T• 9" 229 mm 9.25" 235 mm 9"229 mm 9.25" 235 mm 9.51 241 mm controls on a customer's Drop-In Heated HW-7QT 0 9.125" 232 mm 0 9.56" 243 mm — — 8.7" 221 mm) Well Unit. [I HWB-70T• 11" 279 mm 11.25" 286 mm 11" 279 mm 11.25" 286 mm 8.7" 221 mm HWB-110T 011.125" 282 mm 011.56" 294 mm — — 8.7" 221 mm HWB-11QT• 13"(330 mm) 13.25"(337 mm) 13"(330 mm) 13.25"(337 mm) 8.7"(221 mm) •Indicates cutout dimensions for a combustible countertop surface. Standard Optional larger 1 thermostatic recessed 7 Optional WM i thermostatic ttt control with Cuntrol Assembly control-No bezel (exact replacement Charge for most existing '• drop-in heated well units) Control Cutout Dimensions A.Standard Compact Control Panel Cutout:3.25"W(83 mm)x 3.75"H(95 mm) B.Optional Recessed Control Panel Cutout:5.88"W(149 mm)x 6.38"H(162 mm) C.Optional WM Control Assembly Panel Cutout:4.78"W(121 mm)x 5"H(127 mm) *c@0VC E ANSVNSF 4 ONE YEAR ON-SITE PARTS AND LABOR WARRANTY HATCO CORPORATION P.O.Box 340500 Milwaukee,WI 53234-0500 U.S.A. PLUS ONE ADDITIONAL YEAR PARTS ONLY WARRANTY (800)558-0607•(414)671-6350•Fax(800)543-7521 •Int'I.Fax(414)671-3976 ON THE METAL HEATING ELEMENT. www.hatcocorp.com•E-mail:equipsales@hatcocorp.eom Printed in U.S.A. Form No.l IWB-RND Spec Sheet April 2012 ITEM# rW SINGLE BUILT-IN AND DROP-IN ROUND HEATED WELLS Models 013-40T,-40TD HWB-7QT,-7QTD HWBH-7QT,-7QTD HWB-11 QT-11 QTD HWBH-11 QT,-11 QTD HWB-4QT 8.25"(209 mm) SIDE VIEW Diameter HWB-7QT 10.31"(262 mm) HWB-4QT 9.52"(M HWB-4QT 9.51"(241 mm) Diameter HWB-70T8.7" HWB-70T8.71"(221 mm) HWB-11QT HWB-11QT8.64"( HWB-11Q{8.7"(221 mm) 12.31"(313 mm)Diameter 4.77" 10, (121 mm) m) CONTROL PANEL Optional �- [) 2.11"54 mm) Control Q 7.73" Recessed (196 mm) 3.55" Standard Compact Assembly:: (90 mm) Assembly '--I 46 " TOP VIEW FRONT VIEW (1 mm)61 mm) (923.63 mm) Models HWB-4QT Series,HWB-7QT Series and HWB-17QT Series SPECIFICATIONS 4 Quart(4 Liter)Round Models-Standard Watt DIMENSIONS Model* Volts Watts Amps Shipping Weight HWB-4QT Series:8.25"Diameter x 9.51"H(209 x 241 mm). HWB-4QT 120 500 4.2 HWB-7QT Series:10.31"Diameter x 8.7"H(262 x 221 mm). HWB-40TD 208 536 2.6 9 lbs.(4 kg) HW13-11 QT Series:12.31"Diameter x 8.7"H(313 x 221 mm). 240 600 2.5 12 lbs.(5 kg) Control Panel: 7 Quart(7 Liter)Round Models—Standard Watt Standard Compact:3.55"W x 2.11"D x 4.77"H(90 x 54 x 121 mm) Model* Volts Watts Amps Shipping Weight Optional Recessed:6.33"W x 3.63"D x 7.73"(161 x 92 x 196 mm). 120 500 4.2 Optional WM Control:5.88"W x 3.95"D x 6.25"H(149 x 100 x 159 mm).Not HWB-7QTD 208 536 2.6 10 lbs.(5 kg) available in Export voltages. 240 600 2.5 13 lbs.(6 kg) VOLTAGE 7 Quart(7 Liter)Round Models—High Watt 120,208,and 240 volts,single phase.Export voltages available. Model* Volts Watts Amps Shipping Weight 6.7 HWBH-7QT 208 $�� 3.4 10 lbs.(5 kg) HWBH-70TD 240 800 3.3 13 lbs. 6 kg) 11 Quart(10 Liter)Round Models—Standard Watt Model* Volts Watts Amps Shipping Weight HWB-110T 208 536 2.6 11 lbs.(5 kg) HWB-11QTD 240 600 2.5 14lbs. 6 kg) 11 Quart(10 Liter)Round Models—High Watt Model* Volts Watts Amps Shipping Weight HWBH-11QT 228 800 6.4715 3. 11 lbs.(5 kg) HWBH-11QTD 240 800 3.3 14 lbs. 6 kg) *"D"added to model number indicates unit with 3/4"NPT drain. OPTIONS(NOT FOR RETROFIT) ACCESSORIES ❑ Additional Lead Wire available in one foot increments(Lead wire ❑ Mounting Kit for Combustible Countertops(All Models) only—conduit not included)(Models are shipped with 1'(305 mm) ❑ Round Pans of lead wire—no conduit) ❑ Notched Lids or Hinged and Notched Lids ❑ Thermostat with 6'(1829 mm)Capillary ❑ 3/4 NPT Ball or Gate Valve for Unit with Drains ❑ Larger Recessed Thermostat Control ❑ Kit allows Mounting to Thick Countertops-4 Brackets ❑ WM Control Assembly PRODUCT SPECS Built-in Round Heated Well (millimeters)in overall width and be....inches(millimeters)in overall depth.It shall consist of stainless and aluminized steel housing with a The Built-in Round Heated Well shall be a Model....as manufactured by the Hatco Corporation,Milwaukee,WI 53234 U.S.A. metal sheathed heating element, to locking hardware for installation, With 24/7 parts and service assistance(U.S.and Canada only),the Built-in and a remote thermostat with lighted power switch. Accessories may include stainless steel mounting kit and valves. Heated Well shall be rated at....watts,....volts,and be....inches HATCO CORPORATION P.O.Box 340500 Milwaukee,WI 53234-0500 U.S.A.•(800)558-0607•(414)671-6350 Fax(800)543-7521 •Int'I.Fax(414)671-3976•www.hatcocorp.com•E-mail:equipsales@hatcocorp.com Form No,HWS-RND Spec Sheet Printed in US.A. April 2072 v rvW 1 GEMINI IIZTELL,II' F COFFEE BREWING SYSTEMS 0000, ,. MODELS GEMTIF, GEM31 GEM51F l - - -�-- ITEM NO PROJECT l DATE INTELLIFRESHTM Technology—Continuously ,. monitors and holds temperature by gently adding heat to preserve coffee flavor. • LED notification of freshness timing. • Gold Cup SeriesTM - Digital Control Module N provides precise control over all aspects of brewing: time, temperature, THE GotDcuPSERIES- volume plus specialty coffee needs from pre-infusion to pulse- brewing to water bypass. Pre-set, one-touch Global Recipes - Based on coffee - # type, grind and weight. Simplifies profile setting for r.. gourmet results every time. Industry's most effective mineral tolerant design Patented fast-wetting AFS Srayhead t Non-metallic water level probe Non-immersed water temperature sensor x Encapsulated Control Board - Protects against steam, water and impact. e eet eat,, Perfect Timings • Field selectable for 1/2, 1 or 1.5 gal. batch brewing. r e ect re INTELLIFRESHT"" SATELLITE SERVERS AND WARMERS • Engineered for easy maintenance - smart, dishwasher Brew the Perfect Cup Now. Serve the Perfect Cup Later. tolerant design. No foam or fiber insulation. Brew and hold your coffee at the perfect temperature for as long as Temperature can be set thru the digital control board you want. to high, medium or low to preserve peak coffee _ TntelliFreshTM remembers so you don't have to. Once freshness- Factory set to 182°.quality Timer is set to 2 hours. you press brew, your pre-programmed freshness requirements and N r desired warming temperature are automatically set. IntelhFreshT" x c. Satellite Servers are smart. They remember these settings — not only while at the brewer, but at the remote serving stand too. The ! y A exclusive design envelops the satellite vessel with gentle, digital controlled warmth, so the last cup you serve will always taste as . fresh as the first. The Gold Cup SeriesTM Gemini®IntelliFreshT" proves that high-end brewing systems don't have to be costly and complex GEM3IF Satellite Server " to serve perfect coffee. GEM5IF Warmer Stand '� A' r _ � e e � DO O0 95' -- = u _ (24cm) 22.1= .� (56.1 cm) 30b' �11.8' (29 9 cm) 12,0' (30 5 cm) ' - 7.7" rr�o (459 cm) r`s (19.6cm) 4.a 5.4" TOP VIEW cr'v (10.2 cm) (13.7cm) '•'. ,. ,.; s.; faf _ go I TOP VIEW " ' ,,, i15 �7 jzozcml N? a x >. 4" 8 �L k' 1 9 0All, {Y1,95Yn) Sadeanj l E(47.0(47 5 5TOP VIEW cm) 31 1 13.9 11.7 (35.3cm) ° (29.7 cm) 7,5 ® (19.1cm) A. x P ® 0 0 TOP VIEW �..f 9.2 i (23.4cm) i O t 5. c '� 1 11.7 (35.3cm) (29.7cm) 7.5 ® (19.1cm) 0 k ;GiUmhlk 6 3 Gallons 30 5"x 18.1"x 22.1' 220V/Smg'ePhase* 5200W/7600W° _ �" "" ' (1.5 pel side 3 Wire lus Grountl 23.'A/34.5A 3/8'Flare 90 8.6 N/A N/A A. . x N/A 10 1,23 r N/A N/A N/A 113"x 18:5 x 13,9" 120V/60Hz 142W/1,18A N/A 14 ' N/A N/A N/A 11,7"x9,2"x13,r 120V/60Hz 71W/.59A N/A 7 2,16 Optional 220VAC/3 Phase-Specify 3 Wire or 4 iVire Plus Ground. "Field convertible to higher wattage.Export Voltage Available-contact factory. dw B WILBUR CURTIS COMPANY,INC. 6913 Acco Street, Montebello, CA 90640-5403 Telephone:800-421-6150 323-837-2300 C U� US NSF Fax: 323-837-2406 PENDING 2010 Wilbur Curtis Company,Inc. www.wilburcurtis.com ; Printed In U.S.A APR/10-15932 F-3685 rev.A <x � C 0 1 t G3 PRIMO CAPPUCCINO DISPENSING SYSTEMS MODELS: PCGT3; PCGT4; PCGT5 ■ch in® ■ ITEM NO ■ ■ ,mFea PROJECT ■ ■ i DATE jcn in Profts ■ "z , k HOT ICED r r sw 77 � r'� r m '"'��g t' V 4 6�a a z 1 Ec, Ihti tup r? v r� t� "' �,.r,,+s„,a�� *ud. .�,� a � ;� ter+ «w.area �. �' r s s S ✓, 3 •- .nu sue ' ,` „� a," 90 i 111�11�111�1111111�11�� �� Z19 AA . � �^ �e q z �"�� dip- s ��i•'� '�. c ,,�'K � i�`�'u n ~~a. i i t u�z�., � x, THE CURTIS 3 PRIMO CAPPUCCINO DISPENSER Beautifully styled, digitally advanced and financially rewarding, there's never been anything like the G3 Primo Cappuccino TM Machine " • G3 ADSTM Digital Control Module - Provides from Curtis. The first thing you'll notice about the precise control over all critical blending and dispensing functions. Primo Cappuccino is its smooth Euro-Styled lines • Pre-Dispense- Easy to use. Choose a size from and cup locator guides. Built right G_=JV1En.4 T10JV small, medium or large by the touch of a button. into the oversized alcove, the • Factory Pre-Set-for out-of-the-box operation. guides ensure proper alignment with the dispensing nozzle • Irradiant LCD Digital Display - Extra bright and easy to see. while the increased cup clearance accommodates the most Scroll-Through Precision Programming - popular cup sizes. The PCGT "captures attention from the moment Adjust powder flow in 5%increments and water temperature from 80°F to 200°F to create the your customers walk in... stimulating more impulse sales. perfect hot or cold beverage for your operation. But the real beauty is what lies behind its stunning surface. Uniform Programming-Idealforlargerollouts. Curtis has incorporated "the industry's most advanced digital Access Code - Prevents unauthorized access to programming and control features. technology-G3 ADSTM into the Primo Cappuccino Machine.It's this Touch Controls - Smooth and easy-to-clean. G3 technology that dra- On-Board Diagnostics- matically simplifies 0 � � , continuallysenses d � T� operation. use, minimizes main- w � M proper p � � " ' A Service Number p a tenance costs and in- p�sa _ will be displayed if technical assis- i creases profitability. �^ � � "�� �` �� �� anc p Y• � � r��� �,� � �-.� �� � ���� �� h �� � � t e is required. Full Seated - Curtis G3 PCGT y G3 chips and Machines are avail- ri r rocessors are encapsulated in an able in your choice impact resistant polymer, virtually eliminating of models. Select from three, four, or five dispensing heads. Each the harmful effects of heat, moisture and physical damage. provides unmatched reliability,serviceability, sales AND more profits High Velocity Whipping Motors-Sloped whip- than ever before! ping motors ensure smooth, high-speed blend- ing of powdered drinks. • Digital Temperature Control-Precisely senses water temperature and level to maximize energy efficiency and prevent heating element burnout. Fixed-Flow Water System - Ensures precise drink blending regardless of irregularities in water pressure/volume. Standard 120VAC Operation-Makes installation quick and simple. l r • Curtis Exclusive 3/2/1 Warranty - 3-years a -. �� � ,�•. � � c��r�a electronic components, 2-years non-electronic components, 1-year labor. PCGT3 PCGT3 PCGT4 PCGT5 ' IcedCoffee f Easy Access Front Open Door with Inside Hinged Panel Simplifies powder refills and maintenance. Provides easy access to change lit graphic or replace the units standard florescent tube. r Oversized Backlit Graphic Attracts customers. Increases impulse sales. Choose Hot or Iced Coffee graphic on PCGT3 model. Touch—Button Hot Water Cleaning System Simple,one button operation sends a powerful blast of hot water into the whip per chamber, rinsing it for easy clean-up and reducing powder build up. a �s Easy—Serve Dispensing Tubes. 4 Bright yellow color directs customers to proper cup placement. Extended,taper design prevents splashes. z �p g � "® PCGT3 Preset Dispense fixidt, ry r� f i .5a .'.3'.k4 ,asTMs..' r ZZ Model Available Each adjustable station is rt s 1 J ' I facto preset to:12 02.Small j i r cup; 16 oz. medium cup; 20 P ,; 47 $fr yr xr du@ G A oz. large cup. m Angled Whipping Chamber and "Brake—Type"Auger Motors r,y r To ensure perfect drinks, powder augers _ feature a brake-type motor that accurately � 1" stops the dispensing process at your set ratio l every time. Angled chamber drain liquids far "_: better to significantly reduce cleaning requirements. 3 �ni l Cup Locator Guides and Large i Capacity Drip Tray Large open-style alcove offers an 8.375" PCGT3 PCGT4x: ';n cup clearance. The easy to locate cup " guides are built right into the alcove. Multi—Volume Powder Hoppers The sleek drip tray slides easily into the Both 5 lb.and 10 lb.sizes allow operators to double the volume of �., " r front of the alcove for ease of cleaning. top selling flavors, reducing fill times. Hoppers must be removed for refilling,virtually eliminating the wear and operating downtimek caused by spilled powder. Positioning guides make it impossible to " insert the hoppers incorrectly. 23 625° (so,o em) 34.5' .625' { (e7 s cm? (6060.0 cm) 8.375" (36 8 cm) a J 23 625" (87.6 (so o cm)I V� j v i 7 r 2 7m (53 3 em) R M t # �Lj� 23.625 I. � 8 65 (600cm) (2�7' ) 21" 53 3 cm) Hoppers �3 4 5; Hopper Capacity 2-10 lbs.and 1-5 lbs. 2-10 lbs.and 2-5 lbs. 2-10 lbs.and 3-5 tbs. Water Tank 5.25,gallons 5.25 gallons 5.25 gallons Dimensions(H x W x D) 34.5"x 14.5" x 23.625" 34.5"x 21"x`23.625 34.5' x 21"x 23.625" Cup Clearance 8.375" 8.375" 8.375" Voltage 120VAC/60Hz 120VAC/60Hz 120VAC/60Hz 15A 1800W/15A 1800W/15A 1800W Power Requirements / Cord&Plug 6 ft/NEMA 5-15P 6 ft/NEMA 5-15P 6 ft/NEMA 5-15P Water Inlet 1/4"Flare 1/4"Flare 1/4"Flare Ship Weight 80 lbs. 139 lbs. : 145 lbs. Cube cu.ft) 15.3 23.9 23.9 ® WILBUR CUKrIS COMPANY,INC. ■(�� fi�rr''" 6913 Acco Street,Montebello,CA 90640-5403 C U� us Telephone:800-421-6150 • 323-837-2300 Fax:323-837-2406 www.wilburcurtis.com `� ;" JAN/11—11421 F-3226 rev.F 6 e(I I T IE�E C -ITT ECD�n D g e�sc i L.E E,R Food Shops® " ,FfDeA„^s�co° ;a:a: reo,E:: f e°=ELf aee°/ac,DI°x"°TND Puo STORE#178AD RDCDICTIDN�l 1638 FALMOUTH ROAD, CENTERVILLE, MA 02632 EmoWxEe"DxDn""` xEDPeO" rsrDe, °f�NeULO eKNECFSSAR. 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AN0 BUILDING CODES "coarsen:D'O'u °Es"AAAACsAICC°I-E..IA-re°.".,r+eRecE�foe:,i,Eom1EoeseELL, AN W AEoNANDroR, KAPmoveDN ° ORPONT I.A A AIT I DTEA=TO" 1 IN PAN c�ADNc CODE xaw NnexAnoNA,RUDNccoDEP/aDCAv-A=AssAaxsEm AAFENDAeNn ro mE ec CONTRACTOR STRALL AND PRO ALLoxs("WtlNe —I Fm,Ne euDNO CODE-,m,NneNAiR,NAl fmweauDNC CODE Asn cAAR—CHDSFns FIRE PET—TEOxADD III—A,ELECERRIL RFeuA -�ieei�III, 0 owA�aETNTIII ADRPN^A1"crEss'c u°utl AND DE FNERer coNSNrvA,wxcoDE a°wwmNArv,NA,ExEeer cofaFwAnox coDFas_�cAw-A,wcsACHaEm AccessPem REcuAnoNs wNs 1� PENCAX c " nocxorrNenAwneu,soe ATA NA,coAmExs..,nxrcArmovEowADVANCEOE APIxA ALcODE-ao IIAmxuAPc.A-A,cooFnR.^c^m-Auss"cxxsEPIPUT—EcuAnoxs IT 1�NE tlR Ex cEW6RTAEo,NEewsEDwFNs—ov DE,AeED. NA,cx Exs,Nc woRx 114ELDnwc,Accoeo"xcE wnx ER6x Auneu, A '^ NC.A ` FIRE CODE RmPN,EeNAnoNu mE cooeasz.cw AHssAcw,msNEv^wReeeuA,Duxs RaSTA,RECDO. Auev nueEes eoAreoAaED. sN rtAavA,.ns vu ee=,RIC'DER'CE°ANDNNOWAY ORA NG. l�F F Ae.mRc,NN,E,.. eFeIRFDDPExMNI,efefPDenDrDaE G1.0 LEGEND ® cn rxrzxlrn w.LL $ man (�IxiFRIIXt WLL �� (q ecmnw wwoow - a 8 a no m a t �N taro= O _� - »�•� __ ewe LLw omz O LL Q m a•.+G Q.w' LT e Z 0 I \ i ono. d; r� _ �: y w o s N j® Ij li i r � I r lam _:. CA LU I I r N Lu, 0 dP MA ci 0 CD i ti m r ry U m E C m � m ei r tlmMc P9 a$oe en>tie Emn.c soEw.0 �F�$184ia�9uJ cauwi nncni � c 7ilE Ee: EXISTING FLOOR PLAN EX1.0 FOR INFORMATION ONLY a a TedeschlFoodShops o 1 I I I 1 9 to �N O o cn w `n c ui Li LLOoo� ui p2WEo W In 5 0 C7 LL� Z F- EXISTING ELEVATION F-i ro,r W a y oowN,Po, Q IRA o LU y� s EXISTING ELEVATION O R 7 ,!,d v E - o d z y y F 33 s i EXISTING ELEVATION ISa oanwNc. t�;F �� FOR INFORMATION ONLY EX1.1 CEILINGLEG&JE) R D_, a oQ Co C) (D 0 Lo a,o E A Z SPCn r el Ammi rAW T La LU t 771= C*C. f'o I 9 uxn nN 0 0 ING RCP FOR INFORMATION ONLY GENERAL NOTES .�2 T , All Al 1111 IA 107 nD= 0 0 C) 0 oe, A��,Cl _ZAW�IK_= _r",�I A= - 1@7 z T" -IF-—1 a- .... F d) T(i) 1,61,6 FD� /=7 7 77 - ------ :5 A. LY I I All L LJ 0< 0, df T" 1,11A,11111-1111 o it I, 0 _j M. Z(� r. 'Q Ul'=/_ —.0— 0 0 LL 1, 0 T LL E Z U)LL Ld 0 0 1 11 iQ r-I ZG7 Q 1 6' OO '70-1 r- -'I C 82 Fl,F�l A1110-1.1 L_j A�e I L--_%, ' 1=__ A�l A rt-1 .=I j w A, L LL i _u A Al =A A ZG7 LEGEND 19 r ——— ------ -=-EL L 4 4 • rAw 11 P-e-'A Z07 l-It-4 -It-4 l-1-A L__J Ulm OI C'. 1M DEMOLITION KEY NOTES I-_11-4 l-II-A 1 o I 6 0 =X1. _D.4.A La rpi I 1 4 11 C 0) uA a C2 ung I-A cTIM C3 T?T I IE 1-1 Ill-1'"" 11 j L Z�T YT Yle%r - NNNNNI ,J_L- ie DRA NG D1.0 DEMOLITION FLOOR PLAN DEMOLITION KEY NOTES O ll ------- --- mm—M, ......... ...m. . .....m, 3 1 j P oo Cc I,— f7; 0< 0 < > U) r-to LU 0 OR LU L— E 6 E 1, k LL :E 0-a E 0 a)le 00. 0 Q Z! LU WOOLITION ELEVATION LL LIJ ui CD iw DEMOLITION ELEVATION CO n UP (D d Ul- I 0 t J) i rbr17� yT sr' digs �Ri,tl- gulp. ow- m DEMOLITION ELEVATION GENERAL NOTES e<.roeeoncienw¢¢oxenx¢nox axeMe oexwlmox.eew.o�.n a d LEGEND I..........-._--_J 19 fxRvrov w♦u io v[MnM u --_-�! 199meloe wMoow,o eEM.M C=C 19 wuli000eiw�xoowrfolr.xxrmee eeruvm DEMOLITION RCP KEYNOTES II 77 e[ngv[taxrMeawe ne.x9 eeo nvsf Iw N rco �I ! - coxsrvucmx mmcncnr w,lfvE u[c[ssnvr ox oex OQ co U if a M[cx.xlc.l 10ueW1 1-1 cooed 1 f 0. _ O swarMo uowrzM EeRxa rMe sao.wMn x�9 — n Of�mo ZO LLeM ® E 7--1 Uw( - 8 ° , w C n wove �J/ y11 Z Ir- rv ^ lI `-' --r- I- ' I I CEILING LEGENDrt q) t w III- -- - �---J� -J + +fiii ---' -L�--.���-�dJlnxomfs. , rLl III I II I I i'I\ c, I I ____ III-_-_-_y-� 1__-_r awxesamuaw uxrove uYj[/12 ------ -------__ �- ---- --------I--- m �wuk oo« .x h:�Zrr-___II ' i ' I I ' I a==a�=-=�-s��e--I , Nxuss xeifnl9uoersaxi uc>Nr wruvf rL---- _- I----I--------I____ I 9ana¢xeosuefna Mouxi nuoeesefxesrep. I L,I H__ - 1 I � n IL_u=+i_ ttP. 1 I I I I I'r".I ® anousneo rtesmooM uexirtxxwsr f"x toMeo 4«"� I II ��x c m'=�-mom-x�ffi�:z-x-c ffi=�:z-x ��L oE,rousxeoswf.cE Moues srororwl ^� measv I dada w♦ie-M I I I I s I I I -e--I __yl 6 tox=znR -IF_-_�_fII.__ _I,I__ ___ -- -II_- e ----qI�-----III p----III •', c.+o�sxeo nusx mouxrsurs�r nw amum WH 'n L___F___ I =astls I oano�rsxeo a.sea auvl wwxr sxvrnnre ce.xstx C.) L� I I �yi'v- -i--�J � dame rsxe�ce-a uxn9 x �`_-r I I I�JI I I �y ' . I uwea c9 Mouxrto wfacu,cY ucrrt w g m i U AIn ` O mu wv orn nuo M sysrun u "J I I �I'x I I i 11 ___i i .r..routxen rwsx r,,owmDe9uxc 9Ecncnv vtcennae. -. I— I I I I I I I II �o:�eFB'� 6`aa -!--�—JJIyY �---�--�1---J--- J. 0 El °rce.�x,,cces s i3� €esa3 J ' sp ¢;e� DRA NG:R13 Q DEMOLITION RCP `i" xa,ALL R—Alew.x11—L11-1L A-1 D1.3 LIFE SAFETY SUMMARY Ostop,o�,env« r� co"woHPn LJ ar,envE, 7 e �sloH LIFE SAFETY SYSTEM: I EMERGENCY LIGHTING: Yq p }, EKIT SIGNS: YES CoL Z YM FIRE ALARM B SMOKE DEFECTION SYSTEM: NO OH J PANIC HARDWARE: Yq = cow'- m En d ®' FIRE SPRINKLERS: YES "O m I�Yo J � NOTES: 10. O N E. REPLA O IN K-Moeeerto er r«E Al. NN LL 8 --- O CODE SUMMARY d E N� es N. co LWL BuunP Mnnbi acw cob eHeeeeSS®e11Ye �el� II �'M f V 0 8 v CODE ruBocArs areeWSvgSC�. ncc ec um A�ceaa¢Nu h o:icR9nCN boa 3 �G oM :E�noH,w .—enH,Ke,n :K nHNea, y m n.EKYwn � ,=R :;ro A wuN�n.o ae�un s� WNn �e u,� � N�,baeMN r� P— b � o ,eeTK,Hm ne _ I J ` 4 Deb Hbbe neM.- mo x w e M Nr. L� 'o C. „Ne n ,oaF Q� u y� 111LLu CD J I I ci =_11=1 I E�ss — ob,nwe .11FIONlol<. bnwe en e, m I I I I E mw g ,a.Nnx o , b A_ a W, ❑ +uwee or rnls �sccroHFm sPPoweo ❑ � I a , . SKmu,robl.l� I wgip ��tr:PROweo r Q xesswro �c,roxuo eNK„� 38Q�'s'Y oaU ree ma reesoHSP o SJ,-P PePeso PeesoHse. 'e P".000 eeou� @ .ieeo reovoseo $ r 1 -- - -::.- ---_ ---. '_- awe aeaFbaPie SEPARATwa. -- awoNc a,ebc #,ue Par : '—new �Em- a ,rre.e.oHaws e,m,wGroffuw �gsiea �'s5 3 eeA'Z' .,necma , .a rc>.�awes wnu. cneHc .ue�ml RPeab-oap,as FomnaaF;>,=mo«aes Pawed suHwwv 9 :_ ,aee,eai�oo,Ee. :,HE sE�bPm eoo,H ALIT aK;a,sbeMa«51oeers ae.,o eENo�eo - aExs,IHO Ex„P oe wn«,,,nxs,.s,oeeseoH, a a LIFE SAFETY PLAN _- PaHo^NsnHob - -LlA„„Ew.P,aeaf,HeHVncw�:n,n,eeen.,,l oan Nc: t 31 �— II-A ,EN _=THEepe'Y N�=coN:K=Atc be A0.1 GENERAL NOTES I AlC 1111—ARIAREN AIIF-Al RIOR'I�..... AN. ALI N A—CO—Y A OFC- ANNN=N I :==LOW FOR—111 E-11 INALL'TAILL,IRP PANEL,FOR I All—R C—C.,ARE 10 EN.—1,Hf4wsE.—N 1 1.1—11 to I--"--IFFAILN.1 of eC 6, PENETRA—OF FIRE k—-I&t-R-CEFFELO AFIO RE—11— A�'EQELF'D IN RF,"'L..—AN.1�, I AwmAw A--A,A Ej IA. =,�R�TO CEN.R"ROVE IIIIR ACTERL I..— =WAA=,DCCDOLR WA-1 A.' G C,10—11 All E—ALINE ELNF-OTERE—No— &P. 0 IU L Nc ER RFpone X,IA1 NEIAL C111-1 11 IIFNREETALI FOR 1AA—I'll AND EEFEARI, ELEI IIIAIEI 11 Al",I, RI 11 = U) 00= LEGEND IF 0 n 0 8, 0 111—111.FE-N LL 1—MR: ILI Al z E 0 PANEL WAI,— -A 0 .2 m Z--�,, ---- 1.—I —'EA-1 (J)LL 0 O 4u� M.P U— ORII 1-E. INI COOLER REALL 1181—1R.,y I— -LINE, "4c M-REENRILIT NIANINI 1AITRIOLL 1,"1— <W> — 111-11AAIl R I;l IN— L gw NRIEEII NNEW 5 Z=�7 ""' ' NT RIM .1 III TAIIE 11 ILL, of U, lum" —A- IN AN.—1 A. zki� Nv 2 FRI,w IF I. -.--, 11 t URI FREILAL 45 E:1E - �12 [o F� IAI E��EA A.FERFENR AWFNF I . I 14 1 La J PRFLEREE:� F C* Mill A. -F NEAIC— Fi- . L zk�, 47 . ILI TAKE Al —j INE-ELIAL �j YGI IAI.WA,1� NI—Al- E—.1 FEE L'ORIE—T 'a rMEur 0/1E IrM C'. 'M FRE.-L"', AL sioREfeoulM—H U N.4 _AWNG FLOOR PLAN LD R -�o GLASS SCHEDULE ol�wfP,w oP°,�"IIIIIIII [Ill It IIIIII If Ill I It Ml If Mill Ill]if W1111"'It 11111 rnsnxc vnuoow of eart+e w"°ow c� °u E QTedewhi a U) — - o © F - ° o o oa � Ss 0002 w Lu `E E y fnLL e X 2 co Lu PROPOSED ELEVATION rwo�E°rrow„Er ,ro«, H m � ,�_,� Door: O d O d Mw w o �U) �Vpp! o 4If rwoowMro,n 8 9 e °wMr°N a� o r° W�a Q PROPOSED ELEVATION - U � w C2 All I aep If q"�s'a� t 6�fi �e¢8�� fiee_bil!3R3V i 5 xrw oowT¢roln r �id o� ry�.r, raw Ixc,o °oorscxcout[. 6�! PROPOSED ELEVATION 3E ,r,a a a 0< o z o� o _=s > o°ik0m J lL D: N E Bi uJ 4 4 4 4 4 4 4 4 4 rowu enr 4 L m N O(a - BrowxF avow Ferv. Yor. lm rowueen cenrwc enxFls. e�rx e m. a xnxFBc to as e'-s' es o-s A U)m o 0 M LU e _ z _ z J1, 1 E I,/ l i \ / i i i \ d ❑ „ 1 wsisur;. ensF.ee-i w:ie«coolFx w:.in°H°ieeeee ease.ea-� Bw.F.eo-i w i"'nD onyx cmw iw cxFaoU B.nse.e.iYI oc Q fY�y INTERIOR ELEVATION Q INTERlr,� �� IR ELEVATION O o? ra r� €c .aDwB,GxF�Gxlrm L� _ 4 `il ouD wFDw Dxu.BG I�GG �` B. e x �.D W p o ro '� it " li. Q, o welly LTGrrtrxeoD �wB-z wlwecr �� � y' R a a \ _ — 4E: 19 La x e Cim= e lll,I—,G G.rz YxFF wall xi eGrr B�sF.e4 .BwlBDwul.x-i wxxxn.�lllFDBrG.G. D ,llxDBrG<. ,, er G.C. 6MSIALLFD BY G.[. [OCHER BY G.C. bNf1ALLF0 - y y OR ELEVATION INTERIOR ELEVATION W INTERI w WypI bpi gtsz$?gggE e &e tl9 DRAVMNG. 8 A1.2 LIGHTING SCHEDULE GENERAL NOTES • G c.sl FIB03-70 P d—t xvnCGWUIaurrUstss.UemHG SMxF IElmlons.NC. t,wFens. fl CT B. G.C.TONnnl YFwue slGrvGx+�C EtaU—T10-1.AUInCFHI A 'u5 CEILING LEGEND dL^ I SYMBoL DES—ION 8 • • NEW AGOUBTKAL SUSPENDED CfBNG mo GRID ANJ TILES:SEE RNSM PLAN AIB i wnlK fgEE�Lp SEW WAEHABLEACOUPD AN Z SEER@ISHPANATN GRID AND ills: g SEE FINISH PLAN AI.S .O d t0 o C7 RUSH MOUN1 _ Z RUORESCENT UGHI R-RE o ® ® . ® wle�,® _�� , '- feFJ-3ee nEW 2dY 4H RUS MOUNT LL m UOR—N,tIGHHIR uu'RE L o O l0 O � y ————————————————————— ——————— O ° N2 Zo SEW 0.USM MOUNT EMERGENCY �; co W RUORESCFMEIRIP LIGM R%IURE WIIM2 BULBS IB{a"..DI ~Y J LL W SEW SURFACE MOUNT ® RL HS SCENTBUI. P IB'.{ LIGHT2 LO—I '4 N UR ORESCENTSIIRIP GHT—UR REY E =n. ' WRH 2 BULBS 184 or2 LONG) �_ •a A T c 12'..IROFFERE p` NETATRA—GMW/DOWNUGHITOBE °eZ W SELECTED BY OWNER t LIM B If4}Pf [ B NEW RECESSED HAT LIGHT TO BE = R SELECTED BY OWNER J ,0 — `W o <U®uT O O• NEWHANGINGPENDANTUGHTTO ECT r O BE SELED BY OWNER ¢� X, ®" y ® NEW RBTROOM EMHAUBT FAN ® NEW RUSH MOUNT SUPPLY AIR DIRUSER Lxn r ® e ° -- NEW NY2d RUSH—Eff RETURN AIR GRBLE 4 d h m 0 U � ' lnxm xt�t N II N yN�E ® NEW N'x2PRUSN MOUNT W m SUPPLY AIR GRILtF r= x e S a m O O ❑ I[L• NEW CEILING MOUNTED E%IT SIGN -� N ❑ ❑ U _.. _ i1F ❑ _ NEWCEBWCMOUMED ® EMERGENCYUGHTRMURE I2NEADI Ho 'ss i MOUN N SG WHMGENCYLIGNENG RROCATEDCHNNGMOUC C.C.—SCRmC—AO $Yl bgS lz^ig=pl'$Rs$s A> a _ $O NEWSMOKEDETECTOR H NEW CEEBJGMOUMED HEAL➢RECTOR yZ NEW WALLMOUSBED ' HS HORN 85LROBE f! RCP PLAN HS I WIELING MOUNTED I DRAVIANG. HORN 8 STROBE NOTE A1.3 fill I T ALL EEMS ARE UTILIZED AT ALL STORE LOCATIONS. EQUIPMENT SCHEDULE HZ�--X -SEDWI-/�DEL- I----l-I -EK,77-ffmur�-- - - PRODWE��FCK 6 �xlsmw F7 CHI--11 1 IH.1- s. N' i L 1 11-1 Fll �o -11- U"I IOLfY&-Al LL -E f A z 8-&- A (1)2 0-- CY Lij L ElD-L-0- 11-IIIIA, D �111 o-y I T- ...... rAMW I UML La SPIN -E-ff -1.1 1 FO-A-LACE N21-1111 21-- Lu Ill HAID 2 2 CFD z D11111- i I ci da A A.LE G2 L I I --y En I C=T- 1 A i -- I - - 1.qg, -ia se IWI. "I Hi'm M Rn i I Nufli AL Hl"HIMIJI-Hil 2. EQUIPMENT PLAN rAl.51a COFFEE BAR EQUIPMENT A- 12 �1.�5-�x�l o C,_WD A. CL F<- (a LLJ 0 1 1.1 1H.T 0= w� a cn 111.1-11A T 11-1—A �%�oHXAA�CK r-4 S z CHECKOUT 0-8 Lo li=<. 0 02 L� E g (L JD EWD :E ig 8WE Lu L) LL$1 Z 0 w 2 12 Cy 4 0 g 1A L -LL 2 Lb rrolmlpi LLA 0. �CHECKOUT 0 UJI 41 IN -2-W INS; 1 FEE BAR PLAN St -D-RA-V7—NG 8$ d 8 II I i — �R as -� g -- Uo'oOfs :3 0 0 wnfefN �� L m O a t Z Co Mthti = E LU O � wx5 I ❑ --�-- --- -- --- --� --- w tgz ❑ i s � g � 0�4 �� 3a I � e O I r--- I❑ rAw I I � TlII�,DEE � � I su® —A. I k ❑ cn I 1 ® V�R 031 �y uu AVAecAtE s feEsx cnsf I I ee F4$ I fI I I � ❑ 'al I U Fb �S�sUFNAu � a I e cOf{ff cDLME r� Mery rNCRDwnYE ! 9 I I II-E1--II - e L _. ELL.. _ nrc. n,r. is APS e'y• Y =�' €e'g ass=8ss Co uMu �:YRB�44F�`8gg -Irvcu �=a FFs$�6?Ptl !? MERCHANDISING PLAN oan Nc: „r aE3i FA -6 GENERAL DOOR NOTES: FINISH SCHEDULE —A— DOOR SCHEDULE —I—I-----------F— —A I A 1-1 I—A=11 I <NW:> ,:K> fA.ILE I...I I-1— U-1— 111 1—1 X I IL— ACCI I ...................... A-1 CL I LLA—T.11——11—A-ADI—II -- ——--------------------- OD -- ILIL111— I-I—L U) 11.11 l..-—LAA11.11 o HARDWARE SET —II—II—All 01 0� I A EE TT IfT ILIt .2 o_—11-11TAI—D wmexens. 'A.1-1 ac J—CK 1." 0 w u)LL 00 U) rmnm FT, Fc"1 DOOR TYPES JAMB DETAIL AID- 2 CDIS— IL -65 i 's AID CA11 I --A =1.=T. i --T FRAME TYPES Lim I_ Tr w AL11T111 III PILID IATc, ,-.. ❑❑❑ a ❑❑❑ ' we�,.�cs i i oewne,roewnn�x oe„ ,oae,.,.w W,.= A— Im cj C2 A 11A SECTION PARTITION TYPES P— All 11w— ,=IG111 DID A- w A—ILIZ 11—D I-11 "ILI IIAIE-L_ZL. D—lA-W1 T�l 1-11 AI al ON DETAIL SECTION DETAIL @ SILL S�,�wN DETAIL 9 HEAD rA 117 TO 0, J 2914 ,�A r y 3 {'W 3' DESIGN-BUILD NOTE 111 [ THE P .fECT SHALL BE CONSTRUCTED AS A DESIGN-BUILD PROJECT.THE INTENT OF THESE DRAWINGS IS TO TedeschlIDE GENERAL LAYOUT AND ARCHITECTURAL DESIGN INFORMATIOI`YC THE GENERAL CONTRACTOR BASED ON THE OWNERS STORE PROTOTYPE DESIGN REQUIREMENTS.THE DESIGN-BUILD GENERAL CONTRACTOR IS 0 - - �� F+�o d Shops® RESPONSIBLE FOR ALL ASPECTS OF THE ENGINEERING AND CONSTRUCTION OF THE PROJECT ON A DESIGN-BUILD BAS15. � THE DESIGN-BUILD GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE PROJECT COMPLIES WITH ALL ^ - - LOCAL,NATIONAL,MUNICIPAL AND JURISDICTIONAL CODE REQUIREMENTS AND LAWS GOVERNING THE WORK 0_ INCLUDING CONSTRUCTION ADMINISTRATON AND PROJECT INSPECTION REQUIREMENTS.THE DESIGN-BUILD GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING REQUIREMENTS FOR THE PROJECT ON A ` DESIGN-BUILD BASIS INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE PROTECTION,AND STRUCTURAL ENGINEERING INCLUDING,BUT NOT LIMITED TO,PERMIT DOCUMENTS,CALCULATIONS.AND COORDINATION OF STORE #178 ALL REQUIREMENTS FOR THE DESIGN-BUILD CONSTRUCTION PROJECT.THE DESIGN-BUILD GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL ASPECTS FOR THE DESIGN BUILD WORK NECESSARY O OPRQVIDE7HEQWNERAGQMPLEEANDFINISHEDPROJECT. 1638 FALMOUTH ROAD, CENTERVILLE, MA 02632 IN (781)878-8210 FAX(781)878-0476 �2 w U)9 � ABBREVIATIONS SYMBOLS LEGEND LIST OF DRAWINGS LOCATION MAP p s 7 a = A,8=ANCHOR BOLT E-EAST IE INVERT ELEVATION R OR RAD.=RADIUS /� X O O O� U) A F F=ABOVE FINISH FLOOR EA.=EACH D.=INSIDE DIAMETER R D=ROOF DRAIN SYMBOL DESCRIPTION SYMBOL DESCRIPTION a Yy 4Z ��++`` Q.' CD E N AGGR=AGGREGATE EL=ELEVATION INSUL.=INSULATION REF REFERENCE ARCHITECTURAL p (O L vd �_ LL AL.-ALUMINUM EL IM=INTERIOR REF =REINFORCED GI.O COVER SHEET 4 j �aKk,,Sf ty, 4) APPROX.=APPROXIMATE EQ=EQUAL READ=REQUIRED �� DETAIL NUMBER NORTH ARROW PHI.0 PHASING PLAN 3 "�` Sl `f" d O N w ARCH=ARCHITECTURAL EXP.=EXPANSION JT-JOINT RM.-ROOM �J�TTEETFNITv 6E� y Q O U `� ''�^Y LL ASPH.=ASPHALT EXT.=EXTERIOR R O-ROUGH OPENING EXI 0 EXISTING FLOOR PLAN _} In V1 vJ N LAM.=LAMINATE ROW=RIGHT OF WAY 6 Q D Q� � IX,1 EXISTING ELEVATION BD BOARD FEN,FLOOR FINISH LAY.=LAVATORY No-- WALL PARTITION TYPE "C U O BITUM.=BITUMINOUS FDIC=FOUNDATION LIP EDGE OF SWALE OR GUTTER SCHED.=SCHEDULE !M1 SECTION NUMBER -1 EX7.3 EXISTING RCP O` Co BLDG. BUILDING FG=FINISH GRADE SECT=SECTION =^ /C tp 8ER TdulM M3II Co U BLKG=BLOCKING FIN=FINISH MAX=MAXIMUM SHT. SHEET D7.0 DEMOLITION FLOOR PLAN BM-BEAM FL.-FLOOR MEG-MECHANICAL SIM=SIMILAR / EARTH D1.1 DEMOLITION ELEVATION $tepPlay BM -BOTTOM FLASH'G=FLASHING MEMB.=MEMBRANE SPEC.=SPECIFICATION OO DOOR NUMBER REFERENCE // 1, Life Times BW=BACK OF WALK FLUOR.=FLUORESCENT MAR. MANUFACTURER D7.3 DEMOLITION RCP \ =d(.T2 Cod Five L2sst55Vn�58nE Stom Child Case .- Sq SQUARE d. pp,,## Plato iTg y, F.O.C. FACED CONCRETE MIN-MINIMUM S 57.=STAINLESS STEEL 2)-•p; GRAVEL/ROCK ALL A0.1 LIFE SAFETY PLAN ' CAB=CABINET F.O.C.=FACE OF CURB MISC.=MISCELLANEOUS STD STANDARD O WINDOW TYPE REFERENCE AI.O FLOOR PLAN Centesvlll.. ' CEM.=CEMENT F.O.F.=FACEOFFINISH M.O. MASONRY OPENING = B Ideal Heefttc [� CER.-CERAMIC F.O.S.=FACE OF STUDS MTD=MOUNTED STL.-STEEL lwoPLrx Pe STOR.=STORAGE ,+„f••-`,;; SAND/MORTAR/PLASTER Al.l EXTERIOR ELEVATION Genres CenMt ,. ._..,...... "" j$ Pafkage:. C.I-CAST IRON F.R.P.=FIBERGLASS MUL=MULLION STRL=STRUCTURAL �- KEYNOTE A7.2 INTERIOR ELEVATIONS A-e " elri, c6TFaced Shops oell" �- CLG-CEILING REINFORCED PANEL SVM.=SYMMETRICAL CLR./CL.=CLEAR F.S.=FLOOR SINK N.=NORTH CONCRETE A1.3 REFLECTED CEILING PLAN _ .. #)- �1c ROOM IDENTIFICATION COL COLUMN FT=FOOT OR FEET N C=NOT IN#=NUCONTRACT TC=TOP OF CURB Ixrt� NUMBER A1.5a EQUIPMENT PLAN C.2nte[rv!I€E PIP COrttpafry!E}C m CO NC.=CONCRETE FIG.=FOOTING NOM. N=NUMBER TG=TOP OF GRATE A1.Sb EQUIPMENT PLAN DETAILS N CONSTR.=CONSTRUCTION PURR.=FURRING NOM=NOMINAL TBG.=TONGUEB GROOVE LANDSCAPE DO CONTINUOUS FUT.=FUTURE N.TS NOT TO SCALE THK=THICK AI.6 MERCHANDIZING PLAN CTSK. COUNTERSUNK TI=TOP OF ISLAND A ELEVATION NUMBER D B A1.7 SCHEDULES&ENLARGED RESTROOM PLAN C a CNTR. COUNTER GA. GAUGE O.C.-ONSIDE DI T.O.=OPOF 0 RIGID INSULATION ENGINEERING L� CTR.=CENTER GL. G GALVANIZED DENG.= PENIN DIAMETER TOW=TOP PAVEMENT 44N-SHEET NUMBER GL.=GLASS OPNG.=OPENING TP=TOP OF PAVEMENT M7.0 MECHANICAL PLAN 4)-r- Ew DEPT=DEPARTMENT DR. GRADE OPP OPPOSITE TS-TPOFSIAB A- A�ve o DIET DETAIL GB=GRADE LVANIZBREAK TW=TOPIC WALK `a�ELEVATION NUM NUMBER GLASS \Y DIA.-DIAMETER GSM=GALVANIZED SHEET METAL PB-LEVEL PAVEMENT AT DISPENSER PIT TYP.=TYPICAL ^�>^ -SHEET NUMBER �: SYIVIa L(7 O y^- DISM.. DIMENSION GYP.=GYPSUM BOX x DISP DISPENSER GYP.SO,=GYPS UM BOARD PL-PLATE UNF.=UNFINISHED MEAL c •O St• SITE y 0 DN-DOWN PLANT=PLASTIC LAMINATE U.O.N.=UNLESS OTHERWISE NOTED '° O d� A� O DR. DOOR MB.=HOSE BIBB PLYWD.=PLYWOOD ® REVISION TARGET 9 Q DS.-DOWNSPOUT HDWE.=HARDWARE P.O.C.-POINT OF CURVATURE VERT=VERTICAL BRICK �U112X �(� R � SaiT Lnn f0 r� DWG. DRAWING H.M.=HOLLOW METAL POS-POINT OF SALE Rd-- w- om HORIZ.=HORIZONTAL MM FIXTURETYPE HR.=HOUR PREFAB,COOLER WALL HGT.=HEIGHT ELEVATION at ¢ O r AFF.-VALUE VALUETAKEN FROM y�P DEAL GENERAL NOTES SCOPE OF WORK W I�' 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LAWS,CODES AND 17. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE. 35. APPLICATION OF MATERIAL OR EQUIPMENT WSTALLED BY OTHERS CONSTITUTE$ O REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.IN CASE OF CONFLICT ACCEPTANCE OF THAT WORK,AND ASSUMPTION OF THE RESPONSIBILITY FOR 18. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH BETWEEN REQUIREMENTS.THE MOST RESTRICTIVE SHALL APPLY. SATISFACTORY INSTALLATION AND PERFORMANCE. O WNER AND TAKE MEASURES TO ENSURE THE PROTECTION OF EQUIPMENT FROM 2. BIDDING CONTRACTORS SHALL VISIT THE JOBSRE AND VERIFY ALL FIELD CONDITIONS AS DAMAGE DURING THE CONSTRUCTION PHASE PRIOR TO AND AFTER EQUIPMENT 36. CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STRUCTURE FOR INTERIOR NECESSARY TO COMPLETE THE WORK AND COMPARE TO APPLICABLE CONSTRUCTION INSTALLATION. PARTITIONS,SOFFITS,CEILINGS,PLATFORMS,ETC.WHETHER SHOWN ON THE DRAWINGS DOCUMENTS.REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND 19. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE OR NOT. CONSTRUCTION DOCUMENTS OWNER'S REPRESENTATIVE PRIOR TO SUBMITTING BID. FAILURE TO REPORT DISCREPANCIES DOES NOT RELIEVE CONTRACTOR OF THE ADDITIONAL UTILITY SERVICE AS REQUIRED TO MEET THE SCOPE AND INTENT OF THE 37. EXISTING UTILITIES ARE SHOWN GENERICALLY AND HAVE NOT BEEN SPECIFICALLY WORK. VERIFIED BY OR THE REPRESENTATIVE. A RESPONSIBILITY TO PROVIDE FINISHED PRODUCT TO THE INTENT OF THE CONSTRUCTION E THE CONTRACTOR SHALL DOCUMENTS AND SHALL NOT RESULT M ADDITIONAL TIME OR COMPENSATION OR 20. VERIFY LOCATION IN ALL EXISTING UTILITIES PRIOR HE CONSTRUCTION START.ANY AND DETERMINE THE EXACT LOCATION ES ALL BIBLE FOR UTILITIES BEFORE COMMENCING uj u m r REVISE THE ESTABLISHED CONTRACT AMOUNTS. ALL LOSSES OF BUSINESS TO THE LANDLORD OR OTHER PARK RESULTING FROM DAMAGE WORK.AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE 3. THE CONTRACTOR SHALL ADHERE R REGARDING CONSTRUCTION DOCUMENTS.SHOULD ANY CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE SHALL BE REPAIRED/REPLACED /R CONTRACTOR. ANY AND ALL UTILITIES. �:f;a ERROR OR INCONSISTENCY APPEAR REGARDING THE MEANING OR INTENT OF THE ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED/REPLACED CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR. 38. OWNER SHALL PROVIDE THE SCHEDULED PRE-FINISHED MILLWORKTRIM AS DESCRIBED i �T % 'F '�• THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION,OR REVISIONS AS 21. CONTRACTOR SHALL PROVIDE DRAFT/FIRE STOPS,AS REQUIRED BY GOVERNING CODES AND DETAILED.THE CONTRACTOR SHALL RECEIVE,CHECK AND CONFIRM THE REQUIRED. AND JURISDICTIONS.NEW AND EXISTING PENETRATIONS IN FIRE-RATED PARTITIONS OR MILLWORK'S ARRIVAL IN GOOD CONDITION,AND IN SUFFICIENT QUANTITY AND SHALL LJy ffi ^�Q LL R FgR m G DRAFT STOPS SHALL BE PROTECTED BY A SYSTEM LIST®BY A RECOGNIZED TESTING NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. m e 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT HT RELATED FEES,INCLUDING,BUT NOT LIMITED TO:CONSTRUCTION PERMIT FEES,SEWER 39 AGENCY. . ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF TRADE PRACTICE. AND WATER TAP FEES,ENVIRONMENTAL IMPACT FEES,ETC.THE SELECTED QUALIFIED 22. CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT 40. THE CONTRACTOR SHALL REMEDY,WITHOUT COST TO THE OWNER,ANY DEFECTS DUE TO BIDDER WILL BE REQUIRED TO PROVIDE A COMPLETE LINE ITEM LIST OF ALL FEES REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY FAULTY WORKMANSHIP. - X In a m INCLUDED IN BID BASED ON APPROPRIATE SCHEDULES CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION. I �_ 0 O7 C () 41. THESE DRAWINGS ARE PREPARED FOR THE PURPOSES OF CONSTRUCTION ONLY.THESE - IJ M O 5. CONTRACTOR AND HIS SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE 23. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND DRAWINGS ARE NOT BE USED FOR MAINTENANCE PURPOSES AS ACTUAL __ • Z AND REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK WILL BE PERFORMED, VENDORS FURNISHING LABOR,MATERIALS,ETC.ON THE PROJECT TO ENSURE THE WORK CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE DRAWINGS DUE TO CHANGE 111 � N T 6. CONTRACTOR AND HIS AGENTS SHALL AQUAINT THEMSELVES WITH ALL LANDLORD AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. ORDERS,ALTERATIONS BY OTHERS,FIELD CONDITIONS,ETC. ❑ W U 0] I REQUIREMENTS AND SHALL COMPLY FULLY WITH SUCH. H Q T 24. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS I (a INCLUDING ARCHITECTURAL,MECHANICAL,ELECTRICAL,MILLWORK CABINS 42. USE FIRE RATED(IF REQUIRED BY CODE)SEALANT AROUND ALL PIPES,DUCTS,CONDUIT. - 7. TO ENSURE COORDINATION BETWEEN DISCIPLINES,CONTRACTOR SHALL SUPPLY EACH (CABINET) OUTLETS,SWITCHES,ETC.ON BOTH SIDES OF CROSSING/PENETRATING WALL WITH I.. 1 ,, •• C Y SUBCONTRACTOR OR AGENT WITH A FULL SET OF CONSTRUCTION DOCUMENTS FOR SKETCHES/DETAILS.ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIORT X I-- ik m m O O EXECUTION OF WORK. THERMAL INSULATION. .�Q._:_;;_ �p THEIR USE. ---- p U c0 t 8. MAINTAIN SAFE EXITING AND APPROPRIATE ARE PREVENTION PROCEDURES AT ALL TIMES 25. GC SHALL COORDINATE WITH LANDLORD REMOVAL OF ALL TRASH AND DEBRIS TO 43. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT,CLEAN,AND ORDERLY U) 0 CI U CONDITION UPON THE CONCLUSION OF THEIR W' 4 LORD'S DUMPSTER IN LOADING DOCK AREA. RE WORK FROM A DAILY BASIS.ALL WASTE, LAND T 4 DURING THE CONSTRUCTION PROCESS. RUBBISH.AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY AND IN m o�@`m�• `-^€m v_ 26. CONTRACTOR TO VERIFY THAT EQUIPMENT HAS APPROPRIATE CLEARANCES DURING AN APPROPRIATE MANNER.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE -m 0 5 0 9. ALL WORK LISTED,SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE 3=''o E`a m c=E INSTALLATION INCLUDING MAINTENANCE OTHERWISE NOTED.THE H CLEARANCES;VERIFY THOSE WHICH INVOLVE REMOVAL AND DISPOSAL OF ALL TRASH. h m 3�• n 5 SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE m R n m CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONFLICTING UTILITIES. ,$ $m o m U. SAFETY:ALL CONDUIT WORK,EQUIPMENT AND MATERIALS SHALL BE IN FULL 6 CONTRACTORS AND VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL 27. PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED i0 CARRY SHELF, ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES E v° , o € 'S WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS. HANGING,AND VALANCE LOADS,RAILINGS,ETC,AS PER PLANS. AND AGENCIES HAVING JURISDICTION. n 5 0 3 10. CONTACTOR SHALL PROTECT THE EXISTING CONSTRUCTION AND REPAIR ANY DAMAGE 28. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, 45. IT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE m.6a U x n S 5`m n P OCCURRING AS A RESULT OF THEIR OPERATIONS AT NO COST TO THE TENANT OR EQUIPMENT,WALLS,ETC. THE TENANT SPACE,ALL EXISTING STRUCTURES AND ALL OTHER EXISTING STRUCTURE ON n g'>. >m 3 -`` E LANDLORD. THE PROJECT SITE BEFORE COMMENCING THE WORK.GENERAL CONTRACTOR SHALL H a c K a`o�' - d 29. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN n$ K y VERIFY ALL DIMENSIONS(VERTICAL,HORIZONTAL AND OTHERWISE),AS WELL AS TO p 11. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK,MATERIALS,FIXTURES, ACCORDANCE WITH THE BUILDING CODE AND ENERGY CODE. �-`?h y`c m-u ETC.FROM LOSS,DAMAGE FIRE THEFT,ETC. VERIFY THE CONDITION AND NATURE OF THE TENANT CONSTRUCTION,MATERIALS,AND BUILDING CODES = yy u 30. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, AVAILABLE UTILITIES AND STRUCTURAL aE4ENTS AND TO NOTIFY THE OWNER'S v x - 12.-NO CLAIMS FOR ADDITIONAL COMPENSATION AND/OR TIME SHALL BE MADE OR MOISTURE RESISTANT WOOD. REPRESENTATIVE IN WRITING,OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID CONSIDERED VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S EXISTING CONDITIONS AND THESE DRAWINGS.FURTHER,IT SHALL BE THE JOINT REPRESENTATIVE AND THE ADDITIONAL COMPENSATION AND/OR TIME IS APPROVED IN 31. ALL WOOD TRIM OR OTHER PREFINISHED TRIM ITEMS SHALL BE CUT TO FIT AND RAW, RESPONSIBILITY OF THE GENERAL CONTRACTOR A ND ALL SUBCONTRACTORS AND BUILDING CODE-2009INTERNATIONAL BUILDING CODE&7B0 CNTR-MASSACHUSETTS AMENDMENTSiO THE IBC ADVANCE OF PROCEEDING WITH THE WORK. EXPOSED SURFACES SHALL BE FINISHED TO MATCH ADJACENT FINISH MATERIALS. SUPPLIERS OF MATERIALS TO SECURE ALL NECESS'RY ADAPTIONS TO SAME AS REQUIRED 32. CONTRACTOR SHALL PROVIDE WOOD BLOCKING,BRACING AND NAILERS AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO ORDERING.FABRICATION OR INSTALLATION OF EXISTING BUILDING CODE-20091NTERNATIONAL EXISTING BUILDING CODE 8 527 CNTR-MASSACHUSERS FIRE PREVENTION AND ELECTRICAL REGULATIONS 13. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS(PLUMBING, ELECTRICAL,GAS.ETC.IN THE FORM OF SUPPLY AND DRAINPIPES.CONDUIT AND FOR MILLWORK,EQUIPMENT.SHELVING,ETC.COORDINATE WITH TENANT. ANY MATERIALS,EQUIPMENT OR COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE ENERGY CONSERVATION CODE-20091NTERNATIONAL ENERGY CONSERVATION CODE&521 CNTR-MASSACHUSERS ACCESSIBILITY REGULATIONS W WORK OF THIS PROJECT.NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE 41g_ PULLING WIRES,ETC.)RELATED TO EQUIPMENT AND APPLIANCES. 33. GENERAL CONTRACTOR TO PROVIDE 5%ADDITIONAL STOCK OF FINISH MATERIALS OR OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING,PATCHING AND FITTING AS AGREED TO BY THE CONSTRUCTION MANAGER. REPRESENTATIVE AND THE ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF MECHANICAL CODE-20091MERNATIONAI MECHANICAL CODE&248 CNTR-MASSACHUSEfiS PLUMBING REGULATIONS Hey x NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION DOCUMENTS. 34. ALL SURFACES WnlCH ARE INDICATED TO BE FINISHED OR PAINED SHALL BE PREPARED, PROCEEDING WITH THE WORK. FIRE CODE-2009 INTERNATIONAL FIRE CODE&524 CMR-MASSACHUSE 5 ELEVATOR REGULATUIONS F 15. NEW WORK AT EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK SANDED,TREATED,AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY 46. THE CONTRACTOR SHALL PROVIDE FOR DAILY CLEANUP AND CONTINUOUS HOUSE o A EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. STANDARDS,AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S CLEANING AND TRASH REMOVAL THIS WILL BE STRICTLY ENFORCED AND IN NO WAY u q i INSTRUCTIONS. COMPROMISED. DRAWING: CONTRACTOR SH ALL NEVER SCALE DRAWINGS.LOCATIONS FOR ALL PARTITIONS, ENS .O D G„o •^•^«__ oneamineD mr DIMIONS ON THE DRAWINGS.ANY AREA OFTHE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED TO THE Gl LEGEND '`''. ;' (E)EXTERIOR WALL (E)INTERIOR WALL .0 w d -.. _. (E)EXTERIOR OVERHANG - - (E)EXTERIOR WINDOW 76'-73 m C 24-04 of WALK�11 \\ EXISTING Q _0 Z FREEZER �\ COOLER Q --I 4-10' 9'5" HVAC 0 Q (u /a_ 02 ....... vJ� 0 � -0 I`L o O . ..._ s 00 EXISTING �% p( E G C d J I..... GRILL !- EXISTING - �—._ LL -""' 3 DOOR '— N h O MEN EXISTING EXISTING _ CC ICE CREAM -- �,/0^�0 �^� HAND SINK SANDWICH \ - 1 �U) vJ� U I� -..._.. CASE: `\\\` 0 00 U Z OVEN f--- EXISTING 0 O EXISTING EXISTING TO CONDIMENTS TABLE TABLE DELI V x 0 WOMEN EXISTING O EXISTING 3 BAV DEN h O LLI SINK COUNTER- Ow a _ _ 1 I__ o .............. r 3' 3 l5 O 3'-9" �m 5 �i. ......................... _. _ EXISTING I o I EXISTING emom ELECTRICAL ---- - 1---- DELI PANELS EXISTING EXISTING CASE i a a 3 DOOR 3DOOR �' ^.__...-.-. - Q PEP51 COKE :� •'^ 0 ;J 6 �wl EXISTING - BREAD RACK � O 0 _ 3,s d O mC .. .. .. ....__ _ I..I.._, g .. _ _._ ....._. 3F9- Z x rI. 4 p 2 8_9.. 9.-4.1 gam^ 4-0" 4'-0" COFFEE ISLAND STEP UP ry O � EXISTING B DOOR WALK-IN I I UU UUU"' UUU COOLERLu I, •', -` N { - ' DESK , /+ / G.�pY/�RAISEDIP4 iFORM ;' v E .........Z / Ocj EXISTING I �,}• / }S G / 'E OS 02 01 w a m REFRIGERATION UNIT O N� .._. � C� / 02;.' H � U �TZ G SECURITY ❑ Z N T -- -_ (-. -...,..,� W o�U BOOTH H_ Q mco EXISTING STACKED b G FENCED-IN EXISTING �s_1�_— —_j O AREA MULT4DECK Gp2O�. \III U (0 L a 0 N ❑ o U q _ O MANAGER m 5 a o ATM m h _....... .........1 - COPLY 9 "9 W o g m 9 �_- m c° r= ' �nS.P vn$ua 3Stm ms vA c 14,7., 3'd.� 54'9' 2z, cc-6 `E EXISTING EXISTING SIDEWALK COLUMN -TYPICAL- $ n 5 0 cg EX I. v e s , o� DRAWING: s4 EXISTING FLOOR PLAN EX1 .0 A FOR INFORMATION ONLY 0 n d 2X-91 ... y T s # m a _ ..._.. T ,.,._.._. .._._. _..i.. _. -.... ...... 4 pa o — 1 1 p Q I i ��0100 m 1 l I L I O $ kp� J U- i_, I. 1 — — 1 I y `E a� W ti ...` ._........ � Q @ E 124 6'3I/" _. ....... COLUMN.............EXISTING WOOD U(n rnLL C Z _.. 2 17-4" SIDING TO REMAIN QD u .0 LN �lP v 0 (o ) f-x X Q EXISTING ELEVATION W EXISTING ORNAMENTAL, NON-OPERABLE.GABLE DOORS TO REMAIN m us6'-0 L ^ ,<. EXISTING LIGHT CL m _ = - TO REMAIN o w y-U - EXISTING WOOD SHINGLE --' SIDING i0 REMAIN i m 0 aJ s .... l T um - I I i..I w�S' I l t l ]:. 1 i l I I l]: I II I_:I_I 1 1 _T, L: I 1111 ' .- I I - I O I Il[ 1 111: m Q��v COLUMN 0 ::I f I [III 1 I 1 [a: .::LI ... DOWNSPOUT I [ llllll Ii rl I lliiTil 1f , rl ILI L T J. i I _f 1 17 1 1 1 ::1 1 I L'I I I ] _ _........ ........ ..........._ � W►1, 8'-0" EXISTING BOLLARD g TO REMAIN R m g �'-0" O °8e mUn s EXISTING ELEVATION ` a ❑ M o m � J III.I , ❑ Z N 1 UJ Q a .. m m m a I °? Urg U (0 L a I U E g o 5 ._. _. T.1I1I ......._ c rl m II. TIII II;_I1, � $m�� ��; c A - ELK II HVAC UNIT I -11 L NI- n ri 171 :m L � o4,R _.........._.. 8 _ _....... _ EXISTING 80LLARD� _ ___. _...._ ........ . € - TO REMAIN � a EXISTING WOOD 24'-0"IV F) 8-4 SHINGLE SIDING TO DRAWING: REMAIN Yjn rl EXISTING ELEVATION $ FOR INFORMATION ONLY CEILING, -------------- ................. o Cf 1-1 AND IL.FS. lu E\LT'NG SURFACE 1,10UNI FLUORESCENT WIP LIGHT FIXTURE Vv1THI 2 BULBS;8%4 OR 2 LONG) FAISING RESTROOM EXPAUST FAN c1611.211,$1LU1IF1--UNT SUPPLY AIR DIFFUSER It EXISIING FLUSH MOUNT RETURN AIR GRI,LF FEVA:7ATIDR EXISTING SPRINKLER I IFAD U) EXISTING CEILING MOUNTED EXIT SIGN Q NO _0 MI9 EXISTING CEILINGMOUNTFD EMERGENCY LiGHT WAUK4N FREEZER WALK-W COOLIE FIXTURE 2 HEAL,) U) 0 CLG 9 T-S'AFF CUG @ 7-e AFF -0 'XI I=EXISTINGr LL — SE CEILING MOUNTED C.('.T.V. 0:2- i Z'm< (D ............. 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LIGHT z " -1-1-1—. ----.......... ............... ........... .............. ......................... ............... ..................................................... .............................. ................................ = STORAGE AREA 0 SALES CIUG'1)9'-101 AFF CUG 0 9--5"APF .................................... ...............- --- I -*,* ' .. . .............- ............- 0 1 0 .............. .......... 0 0 0 8 1 ...............- ............... ................. ............................ 20 ................................... .................. .................. 9! 8 0** ALK-IN M .................- COOLER...�................. ........... 0 z C..&T AFF E .... . ................................-............ ..................... .......... .................................. ................ 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ARKA I - ... ............................ ..................................................... .............. ui • o e 8 8 CLG 0 9'-YAFF CUG a 91-YAFF .......... .......... ............. ................. ........... ............... .............. /.......... SALES SALES AREA ............ EK o ....................................... .............. ........................... .................. /C . ............. ...... ............... CHECKOUT AREA............ ................... ........................ C G*9111AFF �2 o Z 00 C14 LL] U) 7 24x4ir CERANG ...................................................... .............. ................ .............. ............ ...................... < 0 T GRID(TYP) Fz .6� I I \cuo�o—g,.r AIR 0 T . 0 0 0 c ........... 2 ............ ................. ............... .................... 0 U) 0 M7......... .... -1- WANAGERS 01 ........... .............. ............ ........... ............. .............. .............. ............. cwI............................0 45- 6 2 -0 s air s-.E SECURITY H CAMERA(TYR) i<Ili. El El \8m LIGHT MOUNTED TO OVERHANG fr ...................... ............................ ........... ....................... ....... .................. ................. ............................................... .............. .......... ............ ................................................................................... ........................................ ........................ ............ OVERHANG 1 0'-U'AFF 9D DRAWING: EXISTING RCP FOR INFORMATION ONLY EX1 .3 GENERAL NOTES I. REPORT ANY PERTINENT INCONSISTENCIES,ERRORS,AND/OR OMISSIONS TO C THE ARCHITECT IMMEDIATELY UPON DISCOVERY,AND PRIOR TO THE COMMENCEMENT OF WORK. a U 2. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING,BRACING,AND v TEMPORARY SUPPORTS AS REQUIRED TO ENSURE STRUCTURAL STABILITY OF ALL � 3 NEW AND IXISi1NG CONSTRUCTION AND i0 PREVENT THE COLLAPSE OF ANY EXISTING STRUCTURESAND CONSTRUCTION WHICH IS REMAIN. 3. THE CONTRACTOR SHALL REMOVE ONLY THOSE PORTIONS OF THE EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS AND AS REQUIRED TO m 71WALK41N ACCOMPLISH THE FINAL DESIGN INTENT.4. THE CO,AND SH R SHALL I RAND P A CH ANYC O CONSTRUCTION TFIAT IS TO 4 REMAIN,AND SHALL REPAIR AND PATCH ANY CONSTRUCTION THAT ISDAMAGED DURING DEMOLITION ALL REPAIRS SHALL MATCH EXISTING - 16/ ADJACENT CONSTRUCTION11 6. CONTRACTOR SHALL COORDINATE AND CONDUCT A SUE WALK-THRU WITH __ .. FREEZER 1 WALK4N COOLER 4 THE ARCHITECT,THE STRUCTURAL AND M/E/P/FP CONSULTANTS AND ALL y \ _ L __ _ I I CLG®7'6"AFF CLG®T-6"AFF - 1�12 DEMOLITION CONTRACTORS PRIOR TO COMMENCEMENT OF THE WORK. // I 7. COORDINATE THE REMOVAL OF ITEMS TO BE SALVAGED,STORED,AND/OR Z ..-_ ...... ...... PROTECTED FOR FUTURE USE WITH THE OWNER N. MEWS STORAGEAREA I I '3 ��3 I(2 11(2 11(L� - / \ //3 \ / i,� B. COORDINATE LIMITS OF STRUCTURAL DEMOLITION WITH THE STRUCTURAL N N J RESTROOM CLG®9'$'AFF I 1 L ¢.JL J C = _ _ L _\�� J- - J L J \ / - - -- - - - -U _ - - -1-4 I ENGINEERS TYPICAL DETAILS AND SPECIFIED REQUIREMENTS(IF ANY). 0 O ICU cLG� 1- i LLL J g / 1�- - - - - - - - - _ pQ O 9'-IO'AFF /\ 3 I2 I I �. ( / / +� J 3 - 9. PRIORTO DEMOLITION,MEET WITH OWNER AND ARCHITECT TO IDENTIFY ITEMS NN (`l) I LIT_ / / _ _ II'' WHICH ARE TO BE SALVAGED.ALL OTHER DEMOLISHED MATERIALS BECOME LL. (� ! I I I 2V 3,+�% //�/ - -T -f 1 � THE PROPERTY OF THE CONTRACTOR;REMOVE THEM FROM THE SITE AND a ��N O II_ ^� I I / 2 \ / \ / \ / / DISPOSEOF THEM LEGALLY. -Q N �:58 O III 4, I I I 7D'S DELI /1\ \ / 0 V -a J ! / 10. BEFORE BEGINNING DEMOLITION,INSPECT EXISTING CONDITIONS AND NOTIFY (2 I �'\ CLG�9'-5'AFF 3 /// / O IL I 4`;- / OWNERINWRITING OF ANY CONDITIONS WHICH MAY CREATE A HAZARD Il D_' N / /\ / CC r / DURING DEMOLITION OR OTHERWISE AFFECT THE SCOPE OF WORK. _ - E= Z WOMEN'S O 1,2 1 1 / / // % ` 1 I. DEMOLISH AND REMOVE STRUCTURES,FINISHES,EQUIPMENT AND MATERIALS _E O O N RESTROOM I 1I (3�\ L12 / /% (T� - / r - - 1 �3\ WHICH ARE I I I SHOWN TO BE DEMOLISHED,(2)REQUIRED TO BE REMOVED TO U V (n�C O o / CLG® /-''- L - , - - I'3 / I I�2 I / E PERMIT THE CONSTRUCTION OF THE WORK.OR(3)NOT INDICATED iOREMAIN -O U F- 9'-IO'AFF 7 11 r 2 _ -2, --Yr 2 - - - -\ / // `� -'+- y F -II- AND WHICH WOULD DETRACT FROM THEINTENDED APPEARANCE OF THE co cy) I °� 8 - I L- I 11 f'--(I I\ ///�( I 11 2+ I < / FINISHED WORK, 05 O (b O / 12" 1 I / FOLLOWING DEMOLITION THE CONTRACTOR SHALL VERIFY THE LOCATION OF I-_ — C r �- JI I 3 L - //\/ II EXISTING COLUMNS,SIZES AND LOCATIONS OF ALL EXISTING BEAM GIRDERS, G _ I r - '1LJ .--L - - J _ _ COLUMNS AND WALLS.REPORT FIELD MEASUREMENTS AND SUBMIT PLANS LLI 3 1 ° 1 I 1 __ L - - J 4 1 INDICATING LOCATIONS OF BEAM,GIRDER COLUMN,AND WALL ELEMENTS TO L�J_ LL _ _ J / THE ARCHITECT FOR COORDINATION IMMEDIATELY FOLLOWING DEMOLITION 0 - - - - - AND PRIOR TO FABRICATION OR INSTALLING NEW RENOVATION ELEMENTS, STORAGE AREA - SALES AREA CLG®9'-IO'AFF / \�1 CLG 0 9'-5'AFF FABRICATION OR CONSTRUCTION. / // 1 r T r- 1 Tit r'L 2 12. CONTRACTOR TO REMOVE AND DISPOSE OF ANY EQUIPMENT,FURNITURE, APPLIANCES OR MISCELLANEOUS ITEMS REMAINING FROM PREVIOUS TENANTS ��m +11 I OR USE,TYP. y r--7/'� I II F _ L a = f 8DOORWALK-IN r- - r\� _ _ r- _ / III I III C2 - l F - - '1 1 LEGEND O I COOLER 7 -I,-Ill aGe�6'-2'AFF II / I I�II- I- I(-2� T l �I�L+J- I -II- F .2 H� E ._...... ._..... ......... ........ ........ .....i I- - - - -�/ L 2 1 2 1 12 I r _ (E)EXTERIOR WALL TO REMAIN AY/•,O a (E)INTERIOR WALL TO REMAIN W a0 ! 7 OO EXT RIOR WINDOW TO REMAIN (, 1 E)WALL/DOOR/WINDOW/EQUIPMENT TO BE REMOVED I1 u Wa" u I - - - � r -"- 1 I �� 0^ STORAGE AREA I / L - - J 6 ` - ��1 CLG®9'-f'AFF I II II I I /� - > �' I /%� I DEMOLITION KEY NOTES /� p. I .q / F -II- -I F -II- F -II- I ❑ I /,6\\_ - 1V.I,.,o EXISTING DOORS,&WALLS TO BE REMOVED INCLUDING BUT NOT LIMITED TO: W SALES AREA / O FRAMES,WINDOWS,MULLIONS,GWB,STUDS,SHAVING,HNISHES,ETC I I I I I II I I CLG®V-S"AFF j \ / 8 DOOR WALK-IN 11 / I COOLER L = _ J L =11_ k = _ II // \, / O EXISTING SHELVING TO BE REMOVEDB SALVAGED;COORDINATE WITH OWNER. CLG®8'-T'AFF ~ - �, L _ _ J L _ _ J / 2 SALES AREA I CLG 9 9'-5'AFF / (lq / 3 EXISTING EQUIPMENT TO BE REMOVED&SALVAGED.COORDINATE WITH CANE REMOVE EXISTING FLOORING&PREPARE OR FOR La d m / / O NEW FINISH.SEE SHEETS AI.6 FOR NEW FINISHES. =<g g L SECURITY 5O NOT USED. „S ................. I 1 + 2 / CHECKOUT AREA BOOTH O y €- % ----------� CLG®9'-I"AFF /'2 /���CLG®9'-I^AFF EXISTING COUNTER TO BE REMOVED INCLUDING BUT NOT LIMITED TO: R ;v v Coil I r, / / /_\ 4� 6O COUNTER,BRACKETS,SHELVING,SUPPORTS,SWINGING DOORS, I PLATFORM,KNEE WALLS,ETC. L J�" J / K/�2(%/ EXISTING WALK-IN COOLER SHELVES AND DOORS TO BE N 0 M D_ ED _ 2 y/ ,3� _ f s REMOVED AND REPLACED. O N! U 11) III i2L� - �r EXISTING PLUMBING FIXTURES TO BE REMOVED&SALVAGED Z W 3 /F) I C' 11 DI r T T 2 J/V -2- 6 1 I I I o cod n - L _J L L _2 1 2- 1 J L J �_ �_-� I REMOVE EXISTING STOREFRONT SYSTEM AND GLASS;PREP FOR NEW ~ a m - �-_]E -=i��[;: ----- -.... :;fit O I1-. -_r_. ... WORK. U \\ / MANAGER'S m /\ // m 3 y / OFFICE 70 NOT USED. 0 In 0 0U CLG®V-1" AFF h o 2a> €n 11 EXISTING TO REMAIN. c t E 12_4,. 1 REMOVE AND RELOO EXISTING COffEE/FOUNTAIN CENTER._ 9 WITHWN 9 12 COORDINATE WITH OWNER.SEE SHEET AI.O FOR NEW LOCATION. N 13 EXISTING MILLWORK TO BE REMOVED&SALVAGED; • O COORDINATE WITH OWNER g' m w _..... _...... __ _ m g y 14 REMOVE EXISTING OVERHEAD SALES 5 cu,U 1 15 PREPARE EXISTING MULTIDECK TO BE PAINTED TO MATCH NEW MED TEMP 1.1 AND FROZEN FOODS CASES. 16 REMOVE EXISTING HVAC UNIT. als d F 2 20 R� DRAWING: y DEMOLITION FLOOR PLAN D 1 .0 8 k €" � DI.O 1/4"=1'-g 8 DEMOLITION KEY NOTES - O REMOVE AND REPLACE EXISTING SIGNAGE O REMOVE EXISTING STOREFRONT SYSTEMS AND PREP FOR NEW WORK.SEE SHEET I - A1.1 FOR ADDITIONAL INFORMATION. .. _.... _ _.... O REMOVE EXISTING EXTERIOR DOOR AND METAL FRAME AND PREP FOR NEW 2X 0 INEILL.SEE SHEET A I FOR ADDITIONAL INFORMATION. O DEMO EXISTING WALK-IN COOLER PANEL.PREPARE FOR NEW WALK-IN COOLER EXPANSION.SEE All FOR ADDITIONAL INFORMATION. 24'-91 5O RELOCATE HVAC UNIT. q REMOVE EXISTING EXTERIOR DOOR.SEE SHEET A 1.0 FOR ADDITIONAL ,,,,,,,,,,,,,,,,,,f INFORMATION. RELOCATE ELECTRICAL PANEL SEE AI.O FOR NEW LOCATION. DEMO EXISTING CONCRETE SIDEWALK.PREPARE FOR NEW CONCRETE SLAB, SEE AT 0 FOR ADDITIONAL INFORMATION, _77,m i O REMOVE EXISTING EXTERIOR SIDING.PREPARE FOR WALK-IN COOLER -_ _- ~_-__-—T-Y YL„� Ir I? -'' , Y,�, ` EXPANSION.SEE AI.1 FOR ADDITIONAL INFORMATION. i re ����-'_- __- p ELK' T—r Y aa O _0 O Ncal Q /%...... \ U) 00= LJ s 7a J LL XN of w 1I 11 I I I II�I !/ L��1 — cn 15 F- --- 2 - COLUMN EXISTING WOOD Cn N z 12 4' �.2 6'-3 1/2" 12'd" SIDING TO REMAIN - D �U J R.O. R.O. R.O. 0 30 (.0 CO F—_ G d Lu DEMOLITION ELEVATION EXISTING ORNAMENTAL. '"- NON-OPERABLE,GABLE �— DOORS TO REMAIN /EXISTING LIGHT 0 "e - / TO REMAIN .w n EXISTING WOOD SHINGLE w,Y/ 9'-0.. WBIL SIDING TO REMAIN � x m oa LL _.._ .... _. _... / i PPP LLJ COLUMN r h/ DOWNSPOUT - 3 � W►1�LLm EXISTING BOLLARD o R S TO REMAIN 8'0" O - rffi Q DEMOLITION ELEVATION ci aLLo cal m (L m J Z W _ . W Q T N 0 0 0 U A T >m Tl „Lose-,o @g '. ` <'� hvAC JIM _ ;1 , s r-„ _... EXISTING BOLLARD _ $ TO REMAIN \ Y u 24'-0"(V.I.F) 4 5 `EXISTING WOOD �.6 _ SHINGLE SIDING i0 DRAWING: REMAIN DEMOLITION ELEVATION ELEVATION a 9 D 1 .1 LI 1/4"=1'-0" d GENERAL NOTES I. G.C.TO PROTECT EXISTING CONSTRUCTION DURING DEMOLITION&REMOVALS 0 LEGEND (E)EXTERIOR WALL TO REMAIN N (E)INTERIOR WALL TO REMAIN c) - " (E)EXTERIOR WINDOW TO REMAIN u IE)WALL/DOOR/WINDOW/EQUIPMENT TO BE REMOVED DEMOLITION RCP KEY NOTES REMOVE EXISTING CEILING TILE AND GRID O REMOVE EXISTING LIGHTING&CAP WHERE NECESSARY OR PREP FOR NEW d i, -:f;.,'>'-', L- =-aE;, � CONSTRUCTION O Q o WALK4N FREEZER WALK4N COOLER O REMOVE EXISTING MECHANICAL EQUIPMENT&REPLACE.COORDINATE U 1Nj Cy CLG 4 7'-e AFF CLG @ 7-6"AFF WITH OWNER cl) 00 10 LL -0 N ~zz O Z N - 4O REMOVE EXISTING CEILING MOUNTED EQUIPMENT O Z r Z3 Q MEWS STORAGE AREA ............t., r C - s - 2- s=g - LL N RESTROOM CLG 9'-5"AFF I I \\ /� I __ - T _ - T -- _ - I SO RELOCATE EXISTING CEILING MOUNTED EXIT SIGN TO LOCATION OF NEW DOORS 9'-I V'AFF /� - C- : - - T �L b RELOCATE EXISTING SOFFIT (A LL C Q 0 * � � � — . —c—� _ —_— — _ _ 0 U , .... 3 % / I - - - �0- 7(� SPRINKLER HEAD TO REMAIN,TYP. 3 ( w 71 .............. - iCEILING LEGEND yd I � 1 �� I Oa10 TYP. �m Icic49-s•AFd NW; I WOMENS TYP I r - - - - �� -'C- --3- - �- RESTROOM - .. ... T 3 ( / _. I I I I o I J Ire s�Y� 1F - 1- - - - ��- - _ - - -{- - - Z�i-I_7'P�i�{- _ _ -I_ - - � -�_ _ - - - - -I- - _ ,- - _ _ 5) _I _ - - - '- 9'-ITAFF - - - T ( $ r,� r�� n 1}- j�,i/ I r\..I DEMOLISHEDCEILING GRID AAND TILES..Fi COUSTICAL SUSPENDED J- - - - - - _ _ 1 4 o i 6--; 2 -- - - 4 U LSTORAGEAREA / ELHD 24z48FLUSH MOUNT IIA FLUOR SCENT LIGHT FIXTUREClG 9'-1 - - - -I- - - - CSALES AREA LG&9'5AFF p �O' f 8 DOR WALK4N `TYP DEMOLISHED 2Lz24 FLUSH MOUNT COOLERL = x= 2 = 7- ^for LLom�4m UNLESS NOTED)FLUORESCENT LIGHT FIXTURE_ _ __ 46-T AFF r� o — I r l FT r I DEMOLISHED SURFACE MOUNT FLUORESCENT STRIP Um 4 IA ILI y I I I I ( C LIGHT FIXTURE WITH 2 BULBS(8'.4-OR 2-LONG) I II ttP- 1`71 -I s I IJ �� IL I I I -' I ® DEMOLISHED RESTROOM LIGHT/EXHAUST FAN COMBO ,O - - 7 -`—J-I- -I- - --I- - - -1- - - -I- - - -I- - - -I-- - -I- -I- - - -I-- - -I- - --I _ _ _ _ ,p I L A u -� W I I 4 I I O0 I I IL - _ _ �, _ _ __ _ _ ivP._ I I IORA""""REA - - C - - DEMOLISHED SURFACE MOUNT SPOT LIGHT STORAGE AREA - - it CLGLB'-2ER ILI- - - -i- - - - -o- - -i 2.ttP- -lo- _ -I- - - -, - - -I- I_ � y„ CLG 4 9-4'AFF • DEMOLISHED FLUSH MOUNT SUPPLY AIR DIFFUSER ° - - -II ILI-��-I- - - - - -I-/-L I- -o -I- - - -- - o-I- - - -I- - - 01- - 1° {X71 II r l FTz .� j SALES AREA I _- lA l CLG®9'-S'AFF DEMOLISHED 24124"FLUSH MOUNT SUPPLY AIR DIFFUSER 8 SALES AREA I -- - - --- - - - - -� - - - - - - -I- T -- - - -1�>- -� - - -I � .`a2 I II CLG 4 9'-S"AFF 4 ttP. DEMOLISHED FLUSH MOUNT RETURN AIR GRILLES g n >.. .......- - - yI IJ YV `.--�'=_y.--= -at=x = tL--=F•.=_=sue'=_- = x= - - - - _ - - S=x= "' ''«_ �- ® o - o-� _ DEMO I I L J u F.E .._....', I I L - - - _ - \ DEMOLISHED CEILING MOUNTED EXIT SIGN I - - -I- - _ -I -�-I- - _ _ -I_ -I_ - _ - - -I I/ - _ - J I�, I /�I- -- -� ® W I / / DEMOLISHED(2 E CEILING MOUNTED EMERGENCY LIGHT N 0 d m .. .......IU....... ....... ...�,_-- - - - - - I- --- u- -- - - Lug- / FIXTURE I2 HEAD) O I.- 4 O U t --- - -- - -1-I- I-'--��-I - - - I- - - -I- I_ - - - I_ - .� -I- - - -I- - - _� cn n II' r, —— -I- o 3. I I I SECURITY Z _..._........ ....Id ....._- I I - - J _ - - _ _ _ J- - - - - - - - - - - - - - -I- _ _ -I- _ - - - - - _ - - - _ - // BOOTH L� �J DEMOLISHED CEILING MOUNTED C.C.T.V.SECURITY CAMERA. O m ° Ar MOINTEDIIIAIEI 2, II o I� � If o___T--_1 1° o I P oCHECKOUTA - ��CLG 49'-I•AFf F- Q m .o 11 _ -1-1 1- I. + - _ - _ - 1 __ _ - - _ - _ CLG49'-1"AFF DEMOLSHED CEILING AND/OR MUSIC SYSTEM. C Y --` �� - --�--c'} 2 I -�_ _ ter_2;ice= _ - - r�� GRILL FOR INTERCOM AND/OR MUSIC SYSTEM. m U YI I I I LL L---- 2 - -3 -z=S3�- I A\ m m 6 T_-- �TYp1 M I ,7J �1 f0 r ax- o - TM7 - - - - - - - - - I rn 0 U J _ -4( DEMOLISHED FLUSH MOUNTED CEILING ELECTRICAL RECEPTACLE. 5 1 1 ( 11 o- z -5- a (I IJ �goaah<<o _ ors OC 4 TYP.MANAGER'S �95,� '-Hs OFFICE SaT CLG 49'1" ngr E AFF IS` -mu �_�� El n ❑ C� I.. 4gFmoo€ �3 m o � i g ......_ ....... ..._. ._.._. .. ......... .. ._._ - --- ..--- ..-. -. --.... --- -- - - -- .. .T �h �W E i 2 ^vB •Ny� of DRAWING: �`'- DEMOLITION RCP 1/4"=1'-O" NOTE: D1 .3 d 5`' NOi ALL ITEMS ARE UTILIZED AT ALL STORE LOCATIONS. LIFE SAFETY SUMMARY TRAVEL PATH O U O START OF TRAVEL -11 L J COMMON PATH OF TRAVEL LJ DIRECTION OF TRAVEL y m O EMERGENCY LIGHT e ' EXIT SIGNIt T, LIFE SAFETY SYSTEM: ¢ .....................+ EMERGENCY LIGHTING: YES o EXIT SIGNS: YES N Qo -O(aZ ARE ALARM&SMOKE DETECTION SYSTEM: NO O Q WALLKcA ',...., PANIC HARDWARE: YES (n �jr m ova FIRE SPRINKLERS: YES "O w CD NOTES: o 0 p m H LL Cr O m w 1. ALL EXISTING LIFE SAFETY ACCESSORIES(EXIT LIGHTS,EMERGENCY LIGHTS.FIRE • y 0(5 L1- .- -'-•..1s_ ,C..� - , I . :.. ......... .......... . f EXTINGUISHERS,ETC.I i0 REMAIN OR BE REPLACED IN KIND AS DIRECTED BY THE ACM E '^ r^ WALK-IN COOLER 00 'O n DOORS) CODE SUMMARY 3 U M LU APPLICABLE CODES a) O LL_ - � J \ WAIS DOOLKAN RS)ER BUILDING CODE :Massachusetts State Building Code,IBC 2009 F_V J STRUCTURAL CODE Massachusetts State Building Code,IBC PLUMBING CODE T_j I -----111 - - - - - - — — — - - — - - - - — _ :MRegulations s248 CMR DE d EE R ELTIODE emfhnl Code — RPOCO R al F'e Code,Massachusetts Ere FB oha CODE eguloto.,527 CMR 21 ENERGY CODE :ASHRAE 90.1 Massachusetts State Bustling Coda,Article 13(780 CMRL �— ACCESSIBILITY CODE :Architectural Access Regulations,CMR 521 = Q e ^ CODE REQUIRED/ — PROPOSED 70'•T DESCRIPTION REFERENCE ALLOWED ,w= Q 4 1A 4a r/ �m GENERAL w,B//W z USE GROUP :SECTION 309 MERCANTILE M MERCANTILE M a m C CONSTRUCTION :TABLE 601 :II-B II-B Y K a TYPE 00.. O O u rc GENERAL HEIGHT :SECTION 503.1 :55'/12,500 SF :EXISTING TO REMAIN g LL r c O AND AREA w r I N_ NUMBER OF STORIES SECTION 503.1, :N/A y m( I :2 STORIES TABLE 503 a m STORAGE _ 9 J'® AREA MODIFICATIONS:SECTION 503.1 :I Z500 SF ALLOWED :N/A rAW C qQ SPECIAL USE :N/A :N/A NO < O/r I I I MIXED USE :N/A : YES 200 O SPRINKLERED :SECTION 506.3 :200%INCREASE IN .YES(EXISTING) LT! '90jL`C"y� AREA(PARAGRAPH BI I - -. �0004 JUDO I OCCUPANT LOAD y�,7 I •--- GAF;O RF.yrOj+(,� I I GROSS FLOOR AREA:- :12,500 SF :3,397 SF EXISTING BUILDING W, 0 FN q( I �Sf„Oisf I OCCUPANCY CALCULATIONS BASED ON SECTION 1004.1,TABLE 1004.1.) c?TH�F - 'NOTE EXCEPTION FOR OCCUPANT LOADCALCULATK)NS. 47'-5" �, a3p:z I OCCUPANCY AREA NE15F OCCUPANTS J?„ I GENERAL MERCAMtLE 120 SF 2, 36 PER OCCUPANn �w STTOO RAGE I("SF PER OCCUPANT) ,080 SF 4 w+ rl KITCHEN,COMMERCIAL $ w 1 La 2L1U SF PER OCCUPANTI 502 SF 3 5^t E J I Vs BUSINESS,OFFICE ,f 8 IIW SF PER OCCUPANn 505E 1 SALES AREA ® TOTAL 44CJ 'i ha ges I EGRESS ��`nLLa TRAVEL DISTANCE :SECTION 1016.1 :MERCANTILE :85'-1 U'MAX TRAVEL __-- 48'-6" OCCUPANCY 200'MAX. DISTANCE N LQ M a m W/O SPRINKLER SYSTEM EXIT ACCESS S SECTION 3 THE TOTAL G ONA MEPARATION N DIAGONAL DISTANCE 30' DOOR REMOTENESS0 C D OF EXITS SECTION 2 OTI REQ 3IXITS PROVIDED OORW SECTION 101.1 32 MIN.CUR WDITH' 108'PROVIDED w U m O m / I / REQUIREMENTS F- Q m N EGRESS WIDTH SECTION 1005.1 :44"MIN. ""MIN.PROVIDED .. \ .._...... C Y ACCESSIBLE CMR 521 L 11TILITY�ROJOM L / ENTRANCES :100%OF ENT.ACCESSIBLE O N 9 10'-6" MANAC,E R'S PLUMBING FIXTURES \ MANA I rzOFFICE WATER CLOSETS: TABLE 2902.1 :1 PER 500 PERSONS EA. :I EA.PROPOSED m m•'P a"yx.� 5 E w 53-19 LAVATORIES: TABLE 2902.1 :1 PER 750 PERSONS EA. :1 EA.PROPOSED y`m DRINKING TABLE 2902.1 :1 PER 1.000 REQUIRED : U m r 6 m 8 c o .._. m ( 85-101 E ' _ FOUNTAINS SERVICE SINK: TABLE 2902.1 :I REQUIRED :I PROPOSED °,a ° IRE RESISTIVE SEPARATIONS--- _._...___ _.__... F 5 a 5 Tl= m BUILDING STRUCTURE: av ._.T ¢p FRAME TABLE 601 TYPE IHB=0 HOURS :EXISTING TO REMAIN $a_ EXT BEARING WALL :TABLE601 :TYPE IFB=0HOURS N/A n7Sgoo ` U INT BEARING WALL :TABLE 601 :TYPE IFB=O HOURS N/A EXT NON-BEARING :TABLE 602 :TYPE IFB=0 HOURS :N/A dWALL: n°wRp„ TNT NON-BEARING TABLE601 TYPE IFB=0 HOURS (DISTANCE IS>/=30')0 HOURS oy\yemx 8 _- WALL: or"'sjmC. 8 PROJECT SUMMARY 418 THIS IS AN INTERIOR REMODEL OF A 3.397 SF EXISTING MERCANTILE USE BUILDING,TO INCLUDE NEW s x�$' c FREEZER/COOLER,FIXTURES,AND FINISHES.THE SEC URITY BOOTH AT THE RIGHT SIDE OF THE STORE IS °F ' t c - BEING REMOVED AND INFILLED TO MATCH EXISTING EXTERIOR WALL FINISHES.STOREFRONT 6 §4 1 LIFE SAFETY PLAN WINDOWS AND DOOR ARE BEING REPLACED WITH NEW,ONE OF THE HVAC UNITS ATTHE REAR OF 1 THE STORE 15 BEING RELOCATED,THE NEW LOCATION TO BE DETERMINED BY THE HVAC INSTALLER. DRAWING: ENERGY CONSERVATION STATEMENT AO. � 8 8 s TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF MASSACHUSETTS STATE. GENERAL NOTES I. BUILDING AND FIRE DEPARTMENT APPROVALS MUST BE OBTAINED.FINAL INSPECTION AND C APPROVAL IS REQUIRED PRIOR TO BEGINNING OPERATION. n 2. ALL INTERIOR FINISHES MUST COMPLY WITH CHAPTER 8OF IBC&780 CMR-MA AMENDMENTS TO THE IBC y O 3. FRAMER SHALL ALLOW FOR DRYWALL,CORNER BEADS,AND ERR PANELS FOR PROPER FINISHED DIMENSIONS REQUIRED TO INSTALL EQUIPMENT. A. ALL INTERIOR DIMENSIONS ARE TO FINISH UNLESS OTHERWISE NOTED. 5. FIRE WALLS TO COMPLY WITH CHAPTER 7 OF IBC m 6. PENETRATIONS OF FIRE RESISTIVE WALLS,FLOOR-CEILING AND ROOF SHALL BE PROTECTED O n (f 3 7. AS REQUIRED IN I8C SECTION 709 AND 710 1 N INSTALL PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2A-IOBC AND SIGN GE.HIRE EXTINGUISHERS LOCATED IN PUBLIC AREAS SHALL BE RECESSED CABINETS MOUNTED 48'TO CENTER ABOVE FLOOR LEVEL WITH MAXIMUM 4"PROJECTION FROM THE WALL CONTACT FIRE DEPARTMENT FOR PROPER PLACEMENT OF EQUIPMENT PRIOR TO INSTALLATION. 8'-0" 6'-8' 16'�" 8. 7 AIR SPACE TO BE PROVIDED BETWEEN COOLER WALL AND BUILDING WALL,OR ANY EQUIPMENT ADJACENT TO COOLER.WALK-IN COOLER SUPPLIED BY TEDESCHI FOOD EXISTING MARKET.INSTALLED BY G.C. (n N WALK-IN EXISTING F'p1c�c��ryw' WALK4N WALK4N 9. G.C.TO INSTALL ALL EQUIPMENT UNLESS OTHERWISE NOTED �� EXISTING EXISTING EXISTING i. �m'4 FREEZER COOLER h I< NO N RE PLACE EXISTING METAL HVAC HVAC HVAC / 10. SEE SHEET AI.8 FOR PARTITION TYPES AND DETAILS. 2,^ DOOR WITH A NEW INSULATED /// EQUIPMENT EQUIPMENT EQUIPMENT i L v! Q(] METAL DOOR REUSE EXISTING .... _. -_ VCT 2r VCT 2' LEGEND _0 s �`"'o FRAME. Q ... _------___ O �_, O 4 L, � IEI WALL TO REMAIN � L-Fa— U U- J O EXISTING OVEN- SINK N 010� 0�0 / () N E WINDOW TO REMAIN �- ELECTRICAL - 36AY SINK \� WALK-IN / WALK-IN EEZER VCT-2 N U) � d J MEN PANEL _ / — (NI SOFFIT/CEILING HEIGHT CHANGE OVERHEAD �-O 00U COOLER17 RS) (5RDOORS) / q c0 co ® VCT 2'. ® io 0 (N)COOIER WALL TO BE SUPPLIED BY OWNER 3 VCT-2 ,I:. �7-0"XS.S_ (N)STUD WALL �= r PREPTABLE W/ 8 VCT-21 _ 'SHELF BELOW INI STOREFRONT FRAMING / A\— PARTITION TYPE.SEE SHEET AIR WOMEN NEW 0x2'6' —\ 000) DOOR NUMBER,SEE SHEETAIS ELECTRICAL S.S.TABLE NEW \ gi v PANELS W/SHEIF -5"NO TOUCH BELOWLTI ill -NO TOUCH ZONE ZONE SIGNS!,-5-0" 2'-6 S.S.S z " S --_ - PREP..._._.....___ DECK 2 DOOR L --211k24" a Lj u EX. FREEZER eKOW NEW O MOP SINK "<, pANINI 4'-3' . Q / 3'-0'x 4'-0" — — — 4 § Q 4 PROMO. ICE N a 7"NOTOUCH M �y m - DISPLAY MERCH. - PERFECT rtT-i .' CPICKOUP� ZONE' .t 3-6.. ,�, .,� 3'�" # AREA r x 6 [, FRY ///''' l N N Z Ali 4> 4'-0"X 2'-6"S.S. AREA ._ ( L O p u x S SOUPS PREP TABLE W/ S-OUPS SHELF BELOW UQ<STORAGE T1 3•6• `} T 9fi t7 3'-6" vy DELI KIOSK u rc 3 AND PRINTER 4 II F_ ,� - / T o C............ I V §j a r� x x 5 DRAWERS SCALE 'O I 4'd' - .m_. _--. ...§� .. §t 2'-3"X 2'4 BELOW i SANRDIZER I f 1Lima 7-0" a„ REFRIG. r L7 -�CT-1 f--- I ' PRE —C DEEP < I , 2'-0" cn SNEEZE I SOUP - 3 2 x 5 > GUARD # I CT-1 �' 7 C'//�nuj RELOCATED z3'47' ro®I 3 PREP-0 O.C.TYPS I z,°L • 3-6 3-6 - /.1 ,T F�.. ,' SANDWICH I 1' 1 i w/CHROME R § - - GRILLE W/ POSTS AT.) 3'6" r \T A� a w ,n [ '� �'- L 3'-6" 9'-8 1/8' Ir J7ZJ HOOD 3-4T' I 1 � DIGITAL 3-6"X 4'-0" §4 N rc ¢ h I /r L✓ C/' -DISPLAY 6'-0' TONG TOUCH R; CHECKOUT 3� xT-S SANDWICH 7-0'X 4'{Y F� 1 5 5 5 TRASH MONITOR PREP _JAYK,RY - - - i / P.Y.O. _ I _� V/ a '-VCT-2`. (SLICER DRAWERS SCALE / 7 0 S-01 I BELOW / S�1,p m SALES AREA \ W } 3 TOUCH ' ® i ,4 8 1 x NEW '�//AND ZONE' I\ V 7Y 4 SANRIZER _N B SLICER DELI [DELI KIOSK E CASE AND PRINTER I - I t °1 a ffi B § I PRODUCE CASE Z \ DELI PROCESSED 6'-03/4" T-11 q -�, 8'-0' CASE MEATS i� 5'4"XV-8" w J w IL 8 O SINK ° I AND FRESH CASE N 4 M Y Y 3/B' a 4'-0"x2'-6"5.5. I CHEESES -- PREP TABLE W/ MEATCASE ' I @ � 11 � ❑ ❑ SHELF BELOW Cf-1 - - 2S - N UTILITY ROOM I /"SLAT WALL m `- VCT-2 _.. .....�' _ ® /CT-I \ a I n 5"NO TOUCH Y6R MAGAZINES/ /CT-1 , Lip m 3 -- ----- ZONE' NEWSPAPERS U A) L ° EXISTING HOT I 2�`L�S„ § ^ / MANAGER'S ❑ ❑ ❑ U _WATER HEATER EXISTING tip�pU N. 21'-6"COFFEE COUNTER - / \ ^� `� /1� OFFICE EXISTING HVAC `<JC.YP \ WITH MICRsWAn r I_ / \ m v SPRINKLER I EQUIPMENT EQUIPMBNT `3 u, o -- I r --- � ....1 N.I.C. 3'SEA101 L3'SEASONA 3'SEASONA COPY 1J �l m SHELVING SHELVING SHELVING O�R @ €�' _ _..__._. _.__�.._. _ VT m m{�5� Is NEW WINDOWS(TO FIT IN IINr �l fi ;y `c EXISTING WINDOW OPENING) ?7 ?7 NEW WINDOWS Ii0 FIT IN _< o EXISTING WINDOW OPENING) EXISTING m COLUMN \NEW c a STOREFRONT -TYPICAL� DOORS °^ac x� W s+H x eg R� FLOOR PLAN DRAWING: p�$e A1 .0 GLASS SCHEDULE NEW WINDOWS(TO FR IN GLASS NEW WINDOWS(TO FIT IN CODE EXISTING WINDOW OPENING) EXISTING WINDOW OPENING) WIDTH HEIGHT TYPE FRAME GLAZING REMARKS CO 3'-9 3/4!' 4'4' FIXED MTL CLEAR-INSULATED TEMPERED __... .---.._'. -. - ...._L. -.,. - .......1 f -I i...a.._ ......_. .... ._4 ''... .TTT -�- _ O 3'-93/4" 77' FIXED MTL CLEAR-INSULATED TEMPERED .� _1I_.11...Ll.J.I..ll J L__l.l.[[ II .111111.1]t. .J I1 I�_1,l 1, _L_ Ll 1..1_I I 1.1 I l__.I1 LL....l._!. '..! J 11 ...- cl L_�-11.1..1.1_' 11.....1-_ © 7-71/2' 6'-81/2' FIXED MTL CLEAR-INSULATED TEMPERED itJ11�.111 1U I II J 24 1 Il .II J1..J111 it;_._ll ILJ1_.L1_l o � lll 11[ l.Ll 1111 11.....1 lJ 1 ll Jl it l 1 l IT J_1 l 1 1J J 1111 1[ 1L l_;_ J .... ... ' Il 1 J1 J_la 1 �l.l J..IjI ILll11 l - I. 11.11 J I.11.!. 1 1! • Food 1..J11.111_ 1. lllll L1L11JI ! LfLI.ILLll�IJ_LJ111.1 a o 1J 1 I [ �J�J 1 .J_l��>J Ll J Tedesch i Shops' ! .11 l ll l 11.l i ll I I,._111, ._11 1 J LI 11 I1 111 17 l l f 1111 ll f_ 111.111.111_..1. I I II' I ;I I I i I I I`S�ILL OPENING WALL ILL ti.J1_T11 II 11I4.11. !GCjHZRUCTION AND FINISH.ip [.L,.j,.J lJ..I�J__J.._[[11_.'_[_l..l. K At7mEtraivaR �..� _.. O 1 1 I . r"IF I I ♦-a p ♦ _ O \ , Q 1T .l. 1 I / - Yt 1 LIO ACIO O a Q w 1 1 [ I V I I i0, -J (O W . a _ r J gl j J © O I © . , y I .. Ifl �s .y _ LL \\ O O O 1 � ♦ t - a::a a a a a w w . ♦ +•-a n L a Q TRIM TO MATCH w COLUMN EXISTING WOOD N 1.1 12-4" 6-3 EXISTING 11 N SIDING TO REMAIN U S �:.l x R.O. (VJ.F) (n C Lu M U Q �1 PROPOSED ELEVATION WINDOW GRAPHICS WINDOW GRAPHICS 3 - W ma PROVIDED BY OWNER DOORS STOREFRONT PROVIDED BY OWNER _ �"' 0 DOORS C) EXISTING ORNAMENTAL, NON-OPERABLE GABLE J.. DOORS TO REMAIN I EXISTING LIGHT •-•y JJJ TO REMAIN isT I I... L 11_...I I L. (, p I 1 �,,�T]11 %ISTING WOOD SHINGLET I. SIDING TO REMAIN =a 1C I I� [_ CIILLZ I i r r l I NEW DOWNSPOUT O e III T� I it I i �I1r� �r�jrfI'I�:IIII I , � I _1�II I_IrT 1 rI,,1 rlI IT�I�ffTTT �� o� ll`I1rJTII1' I1r:I1>�TT�ITT i�i.TT IIJ" I [ ILr �TrIi [.1.[...rTLf T�TII 1 1 11 I TII-I-ill f1ILf �, 1 LlrLlT�I.I11J1I� [ I_L_ II L.I � 1 I1 .I. DTI I" I _ III.IiIIrI� a' QLL 11 � r 7_. I IrI IIII. WALK-IN ..I..�II II.�.. J:.Il Ii fITfr T J IIl fllT 11 T �T 1 IITI I i �/COLK 3 r/ DCOLUMNOWNSPOUT I T`.III[I I< I.I..I I I IT 1 I 11.LL Ll 1_I I T T T t�..LT�Il .. .. .. i_.� IIT�t 1-11 1��I.'I.I.I 1 T TlJ_I I � u 0 a> 1IT I I Ta 1I. I TTa 1 INFILL WAIL-WALL I'7 CONSTRUCTION AND FINISH TO 8'J" 2'6' MATCH ADJACENT WALL 46'-2' BdY TO R\EXISTEMAIN NOLLARD (V.I.F, V.I. r21 PROPOSED ELEVATION W CD c..1 n" .._. _ I_J _I, 11 i l I l l l I f 11 _l_I. I I .L i l I,I 1 ;l111111 111.111 I1 l"..LI J 1[111_._l.l l 11 J t...l I I l _L . l i.J...-.__l1 I ..1.1._l.. Ll i l....11. lll 11JJ. .1i1LhiLl, 1llL1�1 II 1i1.1a1 11 Il I[l�L111JL�ILTL 1111....IJ il.11i 11Ia1 11 a.. 11 L.i`_.1i fl.IL111 W11U11L11_.l.l._l 111._L[11J1.JL_1LLll U it 111....11.J S 1J._.L Q N 1lll 111� 1� 11 1 II 111 J LT1 '�1.I1 11_ ��J�'Jt 1J ...11.....11 J J.Ll_..1.1.1.1 Ill M 1 _I III I1_lll111_LI_ll I1 L.1I L_11t :_[I1 II 1,_ll ILIJ_111 JIII1.1_I I11 I[._ II 1JLi_IIII I_[Jl_J_L1J II ;I.1 I[_I_ il_ 11 .ILII I1Ji 1_ ,� ��.. a J11L lLW I �.J_11U1_L�L1'1.L�L 1 J1�LLilll W l_l l� .[ l__.' llll ll 1 L l I 1J11�I..:.1...1.IJ11 1.111..11111111_�_1.1�..111 1.1.1._ll I1 ..1._II_ l l l ll.....f...11... Lu d � 1LJ �II II_1.I��-JL 11IJ �LLL.11J J_1 11 LJLl1�_1L11LI W_��1L_1�Jl. 11 I.I..I.1 II ll.l, L �1111.1.._1Ll 1J_I_I.1 �-IJI ll.1 i i I 1Jll 111__�� I W I_II 11lIll lli_I LL ll_II11_llaill ll11 LI. 11�I 11_I_L_I_l ! 111.1i1._L11J LL_11_llJl_ILLLII ll_LI_i111LI1_,1171 1.1 1.1 II L lT itca B � uL � L 1111L11�LJ_ ll11�1 L 1 fI I_ Jl It I J1 J Il u_1 li IIII_ll 1 lI ll_1I II 11_IIII o u 1 1J1J.1 JJ 1_L_1l_lL 11 J U..l� 4 1L1.1�L1ll11LL1J.1�U 1Lila.11l I J-IJ I 11_)M� 11 Lll 1Ll I 1J_ bill L11 1 III 1 L1_ J.1 1LJ1 ill_ 1_.JL 1U11.�1111; T L,_ ..... TI,CTI ---...T ........,. I: _. la:._"fTII-T.. T C ZI1_�__�� I I�[I 7 1 1I.. i '1.I1f111i li. BsB s€s� -6 §- iIIJ.IJ: 1T1ILT 4 II1I1II1.1IIII.I.I.I!1 F fIIIIII [ III.TIII:I .i , E cu E > � I T i f rl.lI II7.11::f Hvnc uNli HVAC,UNIT rlvnc uNu \ I � I 1 1 ? 1 IT �' I III I1 LI1T].I111I / Il1' �agv°� 9=� 1 N Ell T1 o NEW DOWNSPOUT ONCRETES ♦neo^Rc„ TOSR IAA BOLLARD L,qg NEW INSULATED Wo,.d+10Nxo>'mc+ -NEW WALK-IN IN DOOR.SEE A1.8 FOR e 24'1Y' 8'd" 419 15'-0" 32-4.� COOLER SHINGLE WOOD DOOR SCHEDULE. g" I V.I.FI SHINGLE SIDING TO E g e_ FINAL LOCATION OF RELOCATED REMAIN S HVAC UNRTO BE DETERMINED BY HVAC INSTALLER. DRAWING: ;p Q PROPOSED ELEVATION O U A N C O Q 0 GAS� \Q y�y / OOT p J LL Q2Ed w PAINTED TRIM; Ct —GRAPHIC PANELS; � y ,^(u 2 SEE DETAIL 4/A1.4 GRAPHIC PANELS; GRAPHIC PANELS: 4 GRAPHIC PANELS; BY OWNER TYP. �E 0� VJL C O BY OWNER YR. v/ 5" 8'5" 8'5' 8'-5" 6, 6'2" BY OWNER TYP. EC_ EQ. 8VROW ERTYP. Tn 00 N BY OWNER NER TYP. 8'- 5-' IN)6,3 IGE — PAINTED DAIRY L: MULTI WAL �_.. � r p-I DECK m \ .__I ...__ WALL UT c, A WALL � P _.__..,.._.... h CL p n BASE RB-1- -IN)13 DOOR \ (N) IN) L 9 WALK-IN COOLER -IN)5 DOOR BASE:RB-I BASE:Re-1 ATM LOTTO IN 21'-4"CHECKOUT IN)CHECKOUT BASE:RB-1- WALK-IN FREEZER COUNTER PAINTE WALL:11 Y a INTERIOR ELEVATION � INTERIOf� ELEVATION g AI.2 1/4"=1'-0" A1.2 1/4"=V � 9�m —3 DIGITAL SIGNS rw o;S COORDINATED LOCATION AND *C MOUNTING HEIGHT WITH OWNER GRAPHIC IS TO BE 6"FROM THE CE CEILING:OR ADJUST HEIGHT TO GRAPHIC PANELS; 12-9 3/4" 18 11 1/4" PAINTED WALL'P-1 MAINTAIN A MINIMUM HEIGHT BY OWNER TVP. WALL MOUNTED PAINTED WALL:P-1I OF 34"ABOVE THE COUNTER BOARS HEAD SIGN W.�8 #— 5 5 3/4" 5-2 3/4" � - 80, � s N PAINTED WALL:P-1- y (P GRTLrH6J6I D N) IN)6'J"MULIDECK ,- \ \ WARMER Z�4- F E k/1 7 FE IN)3' IN)1 (Nj3' ONE'S J -,lTI �- SEASONAL SEASONAL SEASONAL IN)N.I.0 L SHELVING SHELVING SHELVINGLi \ 1 NEW COFFEE COUNTER B NEW DELICOUNTERTO ' -N 36"TALI- CABINETS TO BE PROVIDED BY N)DELI CASE I ) BASE:RB-1-� IN)SWINGING GATE- I BE PROVIDED BY OWNER KNEE WALL N COPY BASE:RB-1� \.PAINTED WALL:P-1 LL OWNER 8 INSTALLED BY G.C. TO BE SUPPLIED BY &INSTALLED BY G.C. —NEW COUNTER 8 I ) NEW COFFEE COUNTER& CABINETSTO BE PROVIDED OWNER 8INSTALLED CABINETS B BE CHECKOUT BY OWNER INSTALLED BY G.C. PROVIDED BY OWNER Y Y &INSTALLED BY G.C. COUNTER BY G.C. R N M INTERIOR ELEVATION M INTERIOR ELEVATION , W o n m � i C Y a o m z g@o9`mm�tE �$S.P mask 3�tg k' n�issi a o8 -•i E� g$k�°ucu ca `oso€oc4 pp��ioxsop�'+ec: a g 419 HE rv� DRAWING { A1 .2 LIGHTING SCHEDULE GENERAL NOTES I. G.C.TO CAREFULLY PROTECT EXISTING CEILING MOUNTED SECURITY CAMERAS, Q B Cooper LZR1330B Track Head HVAC GRILLES&DIFFUSERS,LIGHTING,SMOKE DETECTORS,ETC, 2. G.C.TO PAINT EXISTING CEILING HVAC EQUIPMENT TO MATCH ADJACENT ACT Bl Cooper LZR1068 Track 3. G.C.TO INSTALL NEW EXIT SIGNAGE AS ADEQUATE PER CODE O 4. LOCATIONS OF ALL FIXTURES EXCEPT LIGHTING 15 FOR REFERENCE ONLY.COORDINATE • G Forecast F1883-70 Pendant LOCATIONS OF CEILING MIRRORS,CAMERAS.TELEVISIONS,ETC.WITH OWNER CEILING LEGEND 0 ' SYMBOL DESCRIPTION ' ........................._... .. .__... • ac ---- -- - —_---- — ---_ -_- . NEW ACOUSTICAL SUSPENDED CEILING — GRID ANDTILES:SEE FINISH PLAN AI.S WALK-IN ...T F NEW WASHABLE ACOUSTICAL Z SUSPENDED CEILING GRID AND TILES; Q SEE FINISH PLAN A1.5 Q.o � __..._... _..:.._..... ...__.. -- II - ::::B— -- _ — -- -- J� j+^= ..- _ _ .._..__. .._ _ • NEW 24'k 48"FLUSH MOUNT �.2 t�+> _ v - FLUORESCENT LIGHT FIXTURE o Z WALIJN Co.ok E 4i s( -N NEW 24'k 48"FLUSH MOUNT U © o o® ® FLUORESCENT LIGHT FIXTURE .0 N Q -° o - o Urn —u- 0 -IJ IQ.... .. _ ® U NEW FLUSH MOUNT EMERGENCY 3 W — — — — — — — — — — — — — — — — FLUORESCENT STRIP LIGHT FIXTURE O -- --- WITH 2 BULBS(8',4 or 7 LONG( ~,a ° v v o v v v 7 w ° NEW SURFACE MOUNT ® FLUORESCENT STRIP LIGHT FIXTURE t, .... ......_..._. WITH 2 BULBS(8,4'or 2'LONG) I D NEW SURFACE MOUNT EMERGENCY N I d D 4 D Q D ® WITH 2 (B FLUOREBULBSSCENTT41 or 7 LONG(P LGHT RE V o e At a STORAGE d 4 D d D' Q y NEW 1TX48"TROFFERSzi v w, os .... I ® LL ti 4 �— NEW T W/DOWNLIGHT TO BE a SELECTEDTED BY BY OWNER orAW -- o ® ...,..., 4 I m NEW RECESSED HAT LIGHT TO BE SELECTED BY OWNER ��y ...... - J ITV_ III W - ll, O So NEW HANGING PENDANT LIGHT TO �„v BE SELECTED BY OWNER II II 0 AIF�RFA Q (D 0 e El NEW RESTROOM EXHAUST FAN F ® Im 8 d _ _ __- p NEW FLUSH MOUNT SUPPLY AIR DIFFUSER , 4N8y cm a"� ........ _. ... ................____ 4 pa D LLa NEW 24')124"FLUSH MOUNT -- - o RETURN AIR GRILLE N - m 11 m ........... __. UTH}TY ROOM I 4 J e 00 ......_....._.. .. ........_ �....._._. .. ° ° NEW 24'k24"FLUSH MOUNT W = 00 m RETURN AIR GRILLE ~ m ..._.. ...... .._......._. ,....... _ ............._......... .. __ ......... T ,_.... -___ _........ ... N m 3 0 m m t _ O O NEW CEILING MOUNTED EXIT SIGN y p O U I, .. _ .. .. 0......._.._. ..... ....... m i NEW CEILING MOUNTED �'=0�� s E® EMERGENCY LIGHT FIXTURE(2 HEAD( B"=t mo nyS1£.°c NEW CEILING MOUNTED EXIT SIGN WITH EMERGENCY LIGHTING a a "s,g 9a C� ❑ Q RELOCATED CEILING MOUNTED m o - �O C.C.T.V.SECURITY CAMERA. V t E= �EcSM. p ..... _..................................__•:.. ........-__..._. _._.. ._.__._.I--A ..... NEW SMOKE DETECTOR _ o B 'aFss vc .. ........_. 1_.1 .............._._ ..... _..L..... .................................... ,:::I.... ......... ......_I ...... ... ...._. ...... ...... ........ ...._. .. ....... .... _....... ._. ...... ....... _ I d O NEW CEILING MOUNTED 8 HEAT DETECTOR are S P mg Q NEW WALL MOUNTED H S HORN&STROBE y '" RGP PLAN &SRO STROBE HNEW ORN DRAWING: �8 NOTE: A1 .3 4-2 NOT ALL ITEMS ARE UTILIZED AT ALL STORE LOCATIONS. EQUIPMENT SCHEDULE FINISH DIMENSIONS CODE REM OTY. MANUFACTURER PRODUCT NUMBER (WIDTH X DEPTH X HEIGHT) REMARKS: C ATM-I ATM MACHINE I DRK- HALF BAKERY RACK 2 24'x36" 7-0"x3'-0" m C CASE-3 FRESH CASE I HILL PHOENIX 8'$"z5'$' CASE-6 CASE DAIRY/DELI/CUT 1 HILL PHOENIX ON5DM< 51"x 49' UCLT PROD EMU I-DECK,6' CASE-7 CASE DAIRY/DELI/CUT 1 HILL PHOENIX ONSDM-6 75"x 36" PRODUCE MULTI-DECK,,b' PRODUCE CASE 1 HILL PHOENIX ON35UM 72'x 36" - I:� __ ................................ .___ ..... CASE- MEATCASE I HILL PHOENIX ON35UM 77x3V' WALK-IN EXISTING EXISTING PVO BAKERY CASE 1 43%24" Of---_-- WALK N-5 DELI CASE I HILL PHOENIX ON35EM 73 x36' ......... _.__._ ...._....... FREEZER WALK4N ALK414 CASE-26 MEAT AND CHEESE CASE 1 HILL PHOENIX ON35EM 73x36' - 10031 FREEZER COOLER CASE-31 NOVELTY ICE CREAM 1 BUNKER STYLE � (�M --- - ofCNi- COFFEE SERVICE COUNTER 1 ROYSTON 274T'x3{Y'CUSTOM'L' 0-0 ...._..._. ... ...__ Q .... ..____.___. 1 COPY-1 COPY MACHINE 1 U N J 0 /� FREAL-1 FREAL BLENDER I FREAL M-45 36"x49' �C � 0 0- 0 G. 57EN-1. :WAI^N-1-K fRVR-1 FRIALATOR I PERFECT FRY MTI-10X 21"x 25"x2S' U a SINK-2 j WAIY.kR-� Q O 0 Z O MEN WALK-IN WALK-IN FRZR-04 UNDER COUNTER FREEZER I FOLEY&WALLACE TUC48-F 0 LLI COOLER FREEZER 113 DOORS) IS DOORS) —- cc GRILL ELEC.+GUARD+STAND I FOLEY&WALLACE ACCUTEMP EGF208336 W/AT2A3263.1 pOj Q(6 Z G U L O GUARD&AT2A3031-2 STAND L a HAND 5ANITI2ER STAND 2 -2 � jj�]_ Q_ _ 000.1 HOOD 1 10 0 ccui \\ ICEM-t ICE MERCHANDISER I 4'-3'x 2'-7' — SSPREP-21 << I \v/ L077-7 LOTTERY STAND 1 SHELVV�1711 SHELV-17 SHELV-17 SHEV-II $HELV-17T SHELV-1 i ICRO-I MICROWAVE COUNTER 1 3'-0"x 3-a' Xe' I- ANINKiLISINK-3) Z r SSPREP-2 N N N �_ ONi-I DELI KIOSK MONITOR 2 / MONTR-1 DIGITAL MENU BOARD 3 SHI DIGITAL MONITOR �� I� FRZR-04 � O PANASONIC 47'DISPLAY •y 1 PROMO MOUNTED ABOVE CL j > � > > > > .ICEM-i FRYR it Tg� r z ) AREAY OVEN-1 OVEN 7 DOYON JAOPb 367/8"z487/8"x 73" o PANINI PRESS O WARMR-1 I I w. „ N PANINHI PANINI PRESS 1 1'-9"x2'-0" —� WARMR-4 �l _ ✓fi STORAGE i, N I $HELV-IYJ ATM-1 PRNi-1 DELI KIOSK PRINTERS 2 v• om n SCALE-1 i>3� di� d� SHELV-17 rI` 0 SSPREP-5. I _e —� —� / \ IO RlPRP-1 REFRIGERATED PREP I TRUE TSSU-4B-IBM-B 301/0'x279/16" 0 o LL........._ iMONi-I V 1 I —'($HELV-17 $HELV-17 SHE SHE RfPRP-2 REFRIGERATED PREP 2 TRUE TSSU-27$ 43"%47' '^ REFPRP-1 a =j I I9.57'x 16.57'x 7.56" a m x � CALE-I SCALE 2 FOLEY 8 WALLACECE SCII-100 �HAND-1 0 SHELVING CHECKOUT BACK BA 1 KEM 21'-0"x 1'-6" z 4-U17 $HELV-17 $HELV-17 $HELV-17 $HELV-17 TD'S DELI REFPRP-2 SOUP WIRE SHELVING W M1CR0-WIRE WIRE 7$ SHELVING SALES"z V-43/4'x 5'{Y' FLOOR END CAP i Ed i GRILL-2 l HOOD-1 �L - I HELV-1 WIRE SHELVING(SEASONAL) 3 MICRO-WIRE WIRE 3'�'x l'$" STORAGE SHELVING I Q � I�ry6 N WIRE SHELVING 16 TBD 7.0'x 4'47' STORAGE SHELVING �.:D iRSH-lj 1I LSCA Fl R �-2' HAND-1 ,ppgKy � I C® HELV-21 II WIRE SHELVING 30 MICRO-WIRE WIRE 3-2I/2'x 7$"x4'-93/4" FLOORNG SALES CHECKOUT SHELVING 1 KENT TDA 21'd"x 3'.T ..t LICER-1 ' ( ONT-I I SHELV-17 SHELV4 / HELV-Ij PRN11 �/ \ SINK-2 3-BAY SINK I FOLEY&WALLACE N2136-3-18-16/3 747'x 7-6" is SALES AREA SSPREI-2 J I ® }A Li MOP SINK 1 24"x24'J $HELV-22DELI HAND SINK ICASE-22DROP IN HAND SINK 7$SPREP-?�) -_ SLICER 2 FOLEY&WALLACE BIZERBA SCII-100 CASED. O CASE-26 iCA5E25) I SS TABLE ASH'+'HEL 1 e SINK-5� � I ) � SPREP- 5 FOLEYB WALLACE EAGLE T247STEB-B 30'x48" STAINLESS STEEL ^+E Ee$ •, --, BACKSPLASH+SHELF BELOW ''++ I CASE-23 ' PREP TABLE v - ,.-... I 1 STAINLESS STEEL 'e / / SPREP- SS TABLE 7-6"XS'-0"+ FOLEY EAGLE T3060SE8-B 3tl'x6p" c I e BA KSPLASH+SHELF BELOW I PREP TABLE co UTILITY ROOM SINK-6 \ L— J TRSH-I TRASH RECEPTACLE I Q OM a 13 DOOR WALK-IN COOLER I ANTHONY(HUB) CROWN TONKA NEW FREEZER+ ('7 N U ^ ALK IN 5 DOOR WALK-IN FREEZER /ANTHONY INSTALLATION II GD ® 1 AMHONY(HUB) CROWN TONKA NEW FREEZER + W N T EXISTING HOT— /ANTHONY INSTALLATION CS m WATER HEATER I \ MANAGER'S EXISTING FREAL-1 EXPANSION TO EXISTING CROWN TONKA NEW FREEZER+ m EXISTING _ HVAC —� '�- OFFICE ALK IN WALK-IN FREEZER 1 ANTHONY(HUB) o EQUIPMENT T—i— �CASE31 'COPY 1 ® /AMHONY INSTALLATION ,, C; SPRINKLER EQUIPMENT - ARMR-I WARMER 1 FOLEYB WALLACE EAGLE 12201WD 29"z40' 3TIER WARMER MICRO-1) W ( SHELV-19 SHELV-79 SHELV-79) L ARMRi SOUP WARMER 2 FOLEY&WALLACE ' U I E o m EXISTING n o 8 COLUMN _ „'-�; n W -TYPICAL ca�E<m�'o �m_ m� v vs E Ao3�V�oxno��^F° E g �419 5 og a4 EQUIPMENT PLAN DRAWING: A1 .5a A��d COFFEE BAR EQUIPMENT FINISH DIMENSIONS CODE ITEM QTY. MANUFACTURER PRODUCT NUMBER IWIDTH X DEPTH X HEIGHT REMARKS: IN BRWRI BREWER COFFEE 2 1 WILBUR CURTIS GEM GMTIF10BI000 EMTITELIFRESH- I'-6"x 1'10' o _ CAPOI CAPPUCCINO 1 WILBUR CURTIS PCGi3 1•-21/7'x l'-I11/7' O COFFEE CABINET I FORTIER ROYSTON 27'17'%3-0" U 12.5"x 11, N o REAM-0 PERFECT SERVING 1 PERFECT SERVING PERFECT SERVING ry-4 K 5"%21.5" 1.,. CRMR7 CREAMISER 1 CREAMISER CREAMISER 210 1',3Y"z 1'-6' �N m {fII FREAL-7 PREAL FROZEN BEVERAGE I PREAL 11-CSGF-X I-FRRL 45"x 37' BLENDING BAR HOT a ........I ET-03 ICE MACS MACHINE I HOSHIN B MACHINE MO MODEL 167" I BUNN T'z 741/Z' "x 2,F x 35" 0' U ICECI BREWER ICE COFFEE I WILBUR CURTIS GEM INTELLIFRESH V-a,x V-9" GEM 51FT ICED TEA I WILBUR CURTIS TCC2 la,x 16, (n CIGARETTE J RACK BELOW SLUSH-1 SLUSH DISPENSER 1 1'_3••%I'-&' GEM INTELIFRESH _- N -p Q REGISTER#1 SRVST2 SERENER STAND DUAL 2 WILBUR CURTIS GEM 51Fi 18Y"x V-l0Y•' Q O 4 —___-- O Q O W SAFEBELOW SSHT7 FLAVOR DISPENSER 1 SURESHOT SURE SHOT CCFC-10-18 6•x 1•-l0y' �. NN Q LOTTERY SIX BOX RACK u -O LL O MACHINE#I TEA-01 REVOLUTONTEA 1 REVOLUTION TEA qND HEADER 167/7'x 10" C � s N Z CHECKOUT O 7Q Q O o �p� J SCALE ! F Z --- V in (nLL c Z @ cy) REGISTER#2 _ SAFE BELOW �D-y a V CIGARETT w E F RACK BELOW 0 U •�a REGISTER#3 = Q y ul a 4 f — SAFE BELOW a x>< LOTTERY 0 o LL �{ J MACHINE#2 `fil 0 r O rLLtmL ~o rAw 3 LLJ 2 �1,CHECKOUT PLAN 1.5b uz•=ra• Lu'kin O �� LL ii N Q M a m `y C4 U 0� 0 r d a m .Y m r �mmm�s = FREAL-I! Nm lmay o9—P, SEA 3 E rn la la tD �Vllm��P111I��IIPP1fl1�I�II1TIPef11uV'Oilu�IIIPN�PIIP 1llfil'fl� AILY' _ E $ Fos Yg� I ll` TEA-0I nU \� TICE$1, .IC CRMRI. (BRWRI ;. CAPUI. M'CROHI E Ll .ICE03 . as e x e� gg COFFEE BAR PLAN t5 1/2'=11-0 - DRAWING: A1 .5b d� d 0 d m u • ............... 1.A.-A.............. ................................ _... _. .................. WALK-IN EXISTING E)nTtw Z FR R WALK4N NMLN-NI N FREEZER COOLER ( QNO _I1j I -. t.l_Do C N /'\ MEN WALK-IN WALK-IN � - I✓N 0 V COOLER FREEZER � ) Z Q V U) ��C O 113 DORSI 5 DOORS U ® ® I �72 00U 6 M co U MILK—MILK JUICE JUICEACaE WATER WATER ENERGY ENERGY TEA SODA SODA SODA FROZENICE ICE ICE CREAM CREAM CREAM &FROZEN FOODS FOODS F"_ w FOODS 0 — — — — — D — VgMEN NEW ( 63 MULTI DECK SNACK OPEN NUTS WATER NUTS SODA ��.y p m Y a 2 Z w a �" 0 8< pQ< PROMO. ICE 0 I 8 Z 8 40 U O O g S O U '^ '^ DAREA"PLAY MERCH. 8 G Y, m CHIPS FRRO O w �_' n o SODA it.< Y Q STORAGE I uS " J O m O - 2 zaol ® I —Uo o z u u u U00. -- - �PL CH�IX MEAT O rAw MIL z 2 TD®LI SOUP pR NUTS 1 a 1 1 �� = W D a�r.0° CHECKOUT �) P.Y.O. — — CAKE —I I'I�oNlO PL I I s / I SALES AREA \ O g NEW u DELI I ` R CASE \� O O oe PRODUCE CASE ''♦♦ DELI PROCESSED I -� V N u F'` 1 I CASE MEATS 5'4'%84' I "` AND FRESH CASE f MEAT CASE CHEESES I < N Q M a. DO N U a UTILITY ROOM \ /— 0 N T W ® / I [s-0°SLAT-WALLS H O m m / \ \ Y6R MAGAZINES/ NEWSPAPERS C U 21'-6"COFFEE COUNTER \ / MANA _R C,ER'S m m H MICROWAVE OFFICE 0 0 U J ` i I N.I.C. JS EA ONCAl 3'SHEVING L 33HE' H COPY g S S g a E na_ _�. _ _ �mooA � _.. to°m� a = Q t5 EXISTING E COLUMN -TYPICAL-�u C foxhole�m a�9 QMERCHANDISING PLAN DRAWING: U4"=1'-0" g�= A1 .6 GENERAL DOOR NOTES: FINISH SCHEDULE 1. GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE REQUIRED BY LOCAL CODES FINISH DESCRIPTION REMARKS: CODE MATERIAL LOCATION MANUFACTURER PRODUCT COLOR DIMENSION o 2. DOORS 008 O70 011 TO BE SUPPLIED BY FREEZER/COOLER MANUFACTURER SALES AREA/CHECKOUT/MANGER'S OFFICE/ ACT-I CEILING TIE HALLWAYTHROOM//S STORAGE AREA BATHROOM/ ARMSTRONG CO 769A WHITE 24"%18" NON-DIRECTIONAL m DOOR SCHEDULE o DOOR ACT-i ACOUSTICAL COFFEE AREA/STORAGE AREA FRAME CE1ING TILE ARMSTRONG OPTIMA WHITE 24"X 48 NON-DIRECTIONAL DOOR# MATERIAL SIZE THICK. TYPE HARDWARE MATERIAL SIZE TYPE REMARKS: SALES AREA/COFFEE AREA CB-17 CERAMIC BASE MENS BATHROOM/WOMEN'S BATHROOM/ DALTILE PA-32 BROWN 001 AUGL (2)3'-0"x 7'2" 1 3/4" A 2 MTL 6'-0"X 7'-0" 2 HALLWAY/CHECKOUT/MANAGERS OFFICE BROWN SALES AR /COFFEE AREA #003 WD 3'-(p'x7'{Y' 13/4" B 3 WD 3'-4"%T-2" 1 21/7'CLAMSHELL MOLDING;SEE JAMB DETAIL CT-1 CERAMIC TILE MEWS BATHROOM/WOMEN BATHROOM) DALTILE PA-32 BROWN - HALLWAY/CHECKOUT/MANAGERS OFFICE N K CWT-I CERAMIC WAIL TILE MEWS BATHROOM/WOMEN'S BATHROOM DALTILE 0161 URBAN PUTTY 6"%6" PROVIDE 4"X d"DALTILE VERMIWON ACCENT FRP-I FIBERGLASS REINFORCED STORAGE AREA MARUTE P-100 WHITE 007 WD 3'-0'x 7'-0" 1 3/4" C 1 WD 3'-4"X 7'-2' 1 2 I/2'CLAMSHELL MOLDING;SEE JAMB JAMB DETAIL HIGH PRESSURE TO BE PROVIDED BY COOLER MANUFACTURER lMA-1 CHECKOUT COUNTER PIONRE AG361 LAMINATE GRAPHITETALC - SEE DRAWINGS 2/AI.4&3/AI.4 SALES AREA/COFFEE AREA/ On �9 EXISTING DOORS&HARDWARE TO REMAIN;VERIFY EXISTING PANIC HARDWARE PI PAINT CHECKOUT MANAGER'S OFFICE HALLWAY BENJAMIN MOORE HC-80 BLEEKER BEIGE - EGGSHELL FINISH (nN -O a0 P-2 PAINT SALES AREA O r^ O BENJAMIN MOORE 315 POPPY EGGSHELL HN6H:SEE DETAL4/A7.1 O TO BE PROVIDED BY GOOIER MANUFACTURER p.3 PAINT SALES AREA MURALO - BLACK - EGGSHELL FINISH;SEE DETAIL 4/AI.4 vJ V) i0 BE PROVIDED BY COOLER MANUFACTURER p-1 PAINT/STAIN STORAGE AREA/MEWS BATHROOM/ -a N �0 NO J HARDWARE SET O WOMEN'S BATHROOM/MANAGER'S OFFICE BENJAMIN MOORE CAPE COD PAINT/STAIN NEW DOORS CAPE COD OR EQUIVALEM pY(� r-�a :5 CHECKOUT/MANAGER'S OFFICE O p O RB-I RUBBER BASE ARMSTRONG 60 JET BUCK 4" COVE BASE Q' O Q STORAGE AREA CC SET SET#2 SET L L F__ w I. LOCK Er: BBEST K SERIFSHARDWARE PASSAGE L HOUSING 1. LOCKSET: MANUFACTURER-7NDARD 1. LOCKSET: BB EST9K SERIES HARDWARE -7 PINLOCKSETHOUSING VCi-7 VINYL COMP OSITION STORAGE AREA 0 0 Z TILE ALLSTATEALISTATE M2310 HOW RAE - 0 _� 2. LOCK TYPE:BEST HARDWARE-7 PIN HOUSING 2. LOCK TYPE:BEST HARDWARE-7 PIN HOUSING 2. LOCK TYPE:BEST HARDWARE-7 PIN HOUSING C V CYLINDRICAL CORE CYLINDRICAL CORE CYLINDRICAL CORE 3. HINGES:SPRING HINGES 3. HINGES:MANUFACTURER STANDARD 3. HINGES:SPRING HINGES WAlK4N COOLER/STORAGE AREA VINYL COMPOSITION WEATHERED N a c)U 4. PUSH/PULL HANDLES:MANUFACTURER STANDARD VCT-2 TILE ARMSTRONG #57002 ALABASTER - M NOTE:ALL FINISHES TO 8E 626-SATIN CHROMIUM PLATED 5. CLOSER:MANUFACTURER STANDARD _ 6. DOOR SWEEP:MANUFACTURER STANDARD DOOR TYPES JAMB DETAIL RIES 7/4" DOUBLE 2X4 WOOD STUD �r I EXISTING WALL CONSTRUCTION 6„ VA 6„ 3'-0" -0" A57 � 3' AT OPENING I TO REMAIN EQ.11"EQ. 2 1/2 SCHEDULED PARTITION 1 EXISTING BEAM.REFER TO _ STRUCTURAL DRAWINGS FOR ONE WAY I MORE INFORMATION wy MIRR )RED ALUMINUM FLASHING 'n LASS ❑❑ _ - I/T'GYP.BD O� SHIM AND CAULK V 0 e EXISTING WOOD SHINGLE / SIDING TO REMAIN IA � V, p m _��.. EXISTING WALL ( G CONSTRUCTION TO �+4 • ....�.,..,. REMAIN `TYPE-A m TYPE-B TYPE L ---EXTERIOR STOREFRONT • o CLAMSHELL MOLDING _ ASSEMBLY a NEW GT MATCH O LE i C FRAME TYPES - SIDING io MATCH EXISTING Usa 2" 2" 7' T' 7' 7' 1 ALUMINUM SILL CAP .J. 111, 3'-10' 3'-11" 3'-1 1" 3'-10" 3'-11" 2' 3'-1 1" 2' - M INFILL WALL.SIZE TO I TRIM TO MATCH EXISTING W•, 13/4" 13/4" 21/2' 21/2" - MATCH EXISTING A7.7 I 6'-0" ADJACENT WALL STUDS - K VARIES VINYL FLOORING. I VINYL FLOORING.SEE 2x BLOCKING AS REQUIRED o' SEE FINISH SCHEDULE FINISH SCHEDULE FOR EXISTING WALL CONSTRUCTION I" r� FOR DETAILS _ I e / EXISTING CONCRETE DETAILS TO REMAIN a Y EXISTING�� TF SIDEWALK TO REMAIN c� TO REMAIN ALUM.FLASHING - - DETALAI.7 � N '� � N SEE JAMB ry § 3 EXISTING CONCRETE � CONCRETE SLAB 5^ E N q7] SLAB TO REMAIN La N II II ,fa1°8v WALL SECTION 'ge TYPE-I SFA SFB �1WALLSECTION VEa � N 0 KO n. Dozil TITION TYPES � ~ U PARTITION <"T N NUMBER FIRE RATING PARTITION .- 0 REMARKS Z O N N W H Q T BATT INSULATION 2 4'WOOD STUDS m � L,/,,COM,R,SS,,LE EXTERIOR STOREFRONT ASSEMBLY. TO REMAIN y@ I6O.C. / EXISTING GATT INSULATION CONT.CAULK W/BACKER RODYY � AIR/VAPOR BARRIER TO CAVITY SET IN SEALANT.CLAP EXISTNG .6EXISTINGWALLASSEMBLY o uo505/8'GWB(BOTH SIDES) yEXISTING EXTERIOR SIDING TOGATT INSULA110N IR-19I IREMAINrlwo maw BATT INSULATION 7 x WOOD STUDS.512E TO � ` a5/B'TYPSEUL TEWEMATCH EXISTING STUDS ..:......_ CONT.CAULK W/BACKER ROD TRIM TO MATCH EXISTING WOOD SHINGLE SIDING TO 5 S`o 2 r MATCH EXISTING TRIM TO MATCH EXISTING. '"c�Y n BY J ALUM.FLASHING n 6 mFILTER 20 MIL MEMBRANE FLASHING ALUMINUM(LASHING o ZOE SHIM AND CONT.CAULK W/ ( _JOINT FILLER UNDER ALUM.WALL CAP W/ BACKER ROD g= L AIR/VAPOR BARRIER TO OVERLAP I/Z'EXT.GRADE TIT END DAMS.REFER TO 13/A4.1 E%ISTING BARRIER AT ALL SIDES SHEATHING _-"'-- T" SILL TO MATCH EXISTING. SIDING i0 MATCH EXISTING aeo"nc W EXISTINGFOUNDATION EXISTING WALL ASSEMBLY. obVy w�xo� rmo^ SYSTEM i0 REMAIN :,� g IN P� v EXISTING EXTERIOR SIDING TO REMAIN. ate k CR s\ DRAWING: ° a SECTION DETAIL SECTION DETAIL @ SILL SECTION DETAIL @ HEAD A� 7 ems' A 1.7 1-1/2'=1'-0" A 1.7 1-1/7=1'-U' A 1.7 1-1/2'=1'{Y' -- - - LAN PROVIDE AND INSTALL DRY SIDEWALL SOUTH SHORE SPRINKLER HEADS OFF FROM WET CONSTRUCTION • EXTENSION ARMS TO COOLER AND CONSULTANTS FREEZER.AVOID CONDENSORS AND ❑[::]] SHELVES 345 QUINCY AVENUE BRAINTREE, MA. 02184 J. EXISTING SPRINKLER HEAD TEL. (781) 849-9776 AND PIPING TO REMAIN x ® REMOVE EXISTING SPRINKLER HEAD FAX. (781) 849-9778 TYPICALI AND SPRIG. PROVIDE AND INSTALL EMAIL: MALSSCC®AOL.COM \w--L- --- ---- AND CONNECNEW TSR HEAD TO EXISTINGRSPR SPRINKLER _ _ _ - - _ _ PIPING.TYPICAL THROUGHOUT CONSULTANTS SEAL: o .zti°n CONNECT TO EXISTING 4' I NOTE: SPRINKLER MAIN WITH - - - - -- - - - - - - THERE IS AN EXISTING WET SPRINKLER NEW SPRINKLER BRANCH r O SYSTEM PROTECTING THE ATTIC. PRESENTLY,THERE IS INSULATION PIPING. RUN TO NEW INSTALLED IN BETWEEN THE ROOF SPRINKLER HEAD AS - RAFTERS. SHOWN.TYPICAL I7 SHALL BE THE SPRINKLER CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE ENTIRE ROOF IS INSULATE ERL O AND SEEK SIGN OFF FRO AND GENERAL CONTRACTOR THAT THE ATTIC AREA WILL NOT BE SUBJECT TO FREEZING. REMOVE EXISTING SPRINKLER HEAD O AND SPRIG. PROVIDE AND INSTALL NEW SPRINKLER HEAD WHERE SHOWN AND CONNECT TO EXISTING SPRINKLER PIPING.TYPICAL THROUGHOUT \' MM ) Co EXISTING 6'SPRINKLERS EXISTING 4'SPRINKLER O Q MAIN TO REMAINING / O EXISTING STORE J// MAIN TO EXISTING TEDESCHI STORE ^ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑e M /^ EXISTING 6'FIRE SERVICE, O v i DOUBLE CHECK VALVE �� ASSEMBLY,6'MAIN ALARM - --- _ _ - (3) VALVEMOTOR ASSEMBLY,WATER MOTOR GOD,SD ESE MAIN Z vJ CONNECTION AND SPRINKLER DRAIN. FIRE PROTECTION SPECIFICATION : O ca0 co 'U^^ 1.1 SUMMARY: PERFORM WORK AND PROVIDE MATERIAL, EQUIPMENT AND FIELD SURVEY WORK AS 2.4 SUPPORTS: PROVIDE RANGERS. RODS AND ATTACHMENTS TO SUPPORT THE SPRINKLER WORK O V []. VJ REQUIRED TO PROVIDE COMPLETE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. FROM THE EXISTING BUILDING STRUCTURE. 0 (n COMPLETELY COORDINATE WORK OF THIS SECTION WITH THE WORK COORDINATE LOCATIONS OF HANGING SYSTEM THRU EXISTING SHEET ROCK CEILING /� OF OTHER TRADES TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. WITH GENERAL CONTRACTOR � Co AFTER FIELD SURVEY IS COMPLETED,THE SPRINKLER CONTRACTOR SHALL DOCUMENT . }; 4-r C THAT THERE ARE NO HIDDEN CODE ISSUES OR SPRINKLER SYSTEM REQUIREMENTS PART 3- EXECUTION : G THAT REQUIRE A CHANGE ORDER OR AN ADDED FEE TO THE PROJECT. O 1.2 RELATED SECTIONS: DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT 3.1 SAFEGUARDING CONSTRUCTION:OBTAIN PERMITS FROM THE LOCAL AUTHORITIES / , � 00 ^, NECESSARILY LIMITED TO,GENERAL CONDITIONS,SUPPLEMENTARY CONDITIONS,AND SECTIONS IN HAVING JURISDICTION. PROVIDE FIRE WATCH,PORTABLE EXTINGUISHERS,AND SAFETY PROCEDURES v `�1 A �W DIVISION 1 OF THE SPECIFICATIONS. IN COMPLIANCE WITH NFPA 241 AND STATE AND LOCAL REGULATIONS, .A vl 1 527 CMR 39.00,AND 780 CMR 3305. ___ ___ EXISTING SPRNKLER PIPING WBH 1.3 PERMITS AND APPROVALS: GIVE INSTALLATION: PROVIDE E ALL NOTICES, FILE ALL PLANS,OBTAIN ALL PERMITS AND EXISTING SPRINKLER HEAD (V1/1 NEW SPRINKLERS LOCATED THE CENTER OF TILES AND ALIGNED LICENSES,PAY ALL FEES,AND OBTAIN ALL NECESSARY APPROVALS FROM AUTHORITIES HAVING WITH OTHER CEILING COMPONENTS. REFER TO ARCHITECTURAL REFLECTED CEILING PUN AND Al JURISDICTION FOR THE WORK OF THIS SECTION. ELECTRICAL LIGHTING PLANS FOR COORDINATION i(�, VJ 1.4 QUALITY ASSURANCE: ALL WORK,ALL MATERIALS, INSTALLATION,APPROVALS,AND TESTING SHALL - -_ EXISTING SPRINKLER HEAD REMOVED /� O - ,y�� COMPLY WITH ALL STATE AND LOCAL LAWS,CODES AND REGULATIONS.FIRE PROTECTION SYSTEMS, 3.3 HYDRAULIC CALCULATIONS: PERFORM HYDRAULIC CALCULATIONS TO PROVIDE DESIGN DENSITIES -- NEW SPRINKLER HEAD ADDED W = 0 �'J MATERIAL,INSTALLATION,TESTING AND APPROVALS SHALL BE GOVERNED BY THE PROVISIONS OF WITH A 10 PSI CUSHION BASED ON THE SCHEDULED WATER SUPPLY, DENSITIES AND AREAS OF NFPA 13. HYDRAULIC CALCULATIONS AND WORKING DRAWINGS SHALL BE PREPARED BY A MASSACHUSETTS APPLICATION. HYDRAULIC CALCULATIONS SHALL BE COMPLETE FROM THE HYDRAULICALLY MOST REGISTERED FIRE PROTECTION ENGINEER. REMOTE AREA OF APPLICATION TO THE CONFIRMED WATER SUPPLY. lee- U) U I CONTRACTOR SHALL SUBMIT WORKING DRAWINGS STAMPED AND SIGNED BY NEW SPR NKLER PIPING WITH NEW SPRINKLER HEAD A REGISTERED FIRE PROTECTION ENGINEER. 3.4 AWARDED SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SIX (6) SETS OF 1.5 SUBMITTALS: SUBMIT PRODUCT DATA SHEETS FOR ALL MATERIALS PROVIDED UNDER THE WORK OF WORKING DRAWINGS,STAMPED AND SIGNED BY A REGISTERED PROFFESSIONAL FIRE PROTECTION THIS SECTION TO THE ARCHITECT/ENGINEER FOR APPROVAL SUBMIT SPRINKLER WORKING PLANS ENGINEER, REGISTERED IN THE STATE OF MASSACHUSETTS.FOR APPROVAL BEFORE NS COMMENCEMENT OF WORK. AND HYDRAULIC CALCULATIONS TO THE AUTHORITIES HAVING JURISDICTION FOR APPROVAL IN CONFORMANCE WITH NFPA 13. PREPARE AND SUBMIT RECORD DRAWINGS,CALCULATIONS AND DRAWINGS SHALL CLEARLY SHOW THE FOLLOWING: Date Scale CONTRACTOR'S MATERIAL AND TEST CERTIFICATE UPON COMPLETION OF THE INSTALLATION WORK. 1. REMOTE AREA 2. HYDRAULIC REFERENCE POINTS 3. PIPE SIZES 11-2743 As Noted 1.6 AUTHORITIES HAVING JURISDICTION: INCLUDE THE BUILDING DEPARTMENT, FIRE DEPARTMENT, 4. LEGEND PIPING TO BE INSTALLED HORIZONTA INSURANCE UNDERWRITER,ARCHITECT AND ENGINEER. 5.SPRINKLER HEAD AND PIPING LAYOUT CLOSE TO CEILING IN ALL FINISHED 6. HYDRAULIC DATA CARDS COILING AREAS. 1.7 PROJECT CONDITIONS: COMPLY WITH ALL CONDITIONS OF THE INSTRUCTIONS TO THE BIDDERS- 7. PIPE LENGTHS 8. REFLECTED CEILING PUN SHOWING GRID,LIGHT FIXTURES, ETC. INCLUDING THE APPENDIX. VISIT THE SITE PRIOR TO SUBMISSION OF BIDS AND EXAMINE 9. NOTED HEIGHTS AND TYPES OF CEILING (ex. HUNG,POSTER,ETC) EXISTING CONDITIONS THAT AFFECT THE WORK OF THIS SECTION. SUBMIT QUESTIONS AND REQUESTS 10. HANGER LOCATIONS, INCLUDING SEIZMIC HANGERS FOR CLARIFICATIONS IN COMPLIANCE WITH THE INSTRUCTIONS TO BIDDERS. 11. DETAILS TO INCLUDE: PIPE HANGER DETAIL EXISTING STRUCTUR 1.8 WARRANTY: GUARANTEE THE WORK OF THIS SECTION IN WRITING FOR AT LEAST ONE YEAR SEIZMIC HANGER DETAIL ABOVE NEW CEILING FROM THE DATE OF SUBSTANTIAL COMPLETION. HYDRANT FLOW TEST DATA(PROVIDED ON BID DRAWINGS) -I Drop VARIES PART 2- PRODUCTS 3.5 HYDROSTATIC TEST: PERFORM TESTING IN ACCORDANCE WITH NFPA 13, LATEST EDITION. 2.1 ACCEPTABLE MANUFACTURERS: MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS 3.6 ADJUSTMENTS: PERFORM FLOW TESTS,SET REGULATING VALVES AND CERTIFY THAT INITIATING HUNG CEILING/ v \ LABORATORIES.INC. OR BE APPROVED BY FACTORY MUTUAL RESEARCH CORPORATION. DEVICES ARE OPERATING PROPERLY. SPRINKLER HEAD 2.2 PIPING, FITTINGS AND JOINTS: PIPING SHALL BE ASTM A 135 SCHEDULE 40 BLACK STEEL WITH 3.7 INSTRUCTION: PERFORM INSTRUCTIONS AND PROVIDE MATERIALS IN COMPLIANCE WITH NFPA Title THREADED JOINTS. PIPING 2 1/2-AND URGER MAY BE SCHEDULE 10 STEEL WITH ROLL GROOVED SPRINKLER HEAD DROP PIPING DETAIL JOINTS. PIPING 1 INCH TO 3 INCHES MAY BE ALLIED GALVANIZED XL T11READABLE LIGHT WALL STANDARD 13,LATEST EDITION. NTS FIRE SPRINKLER STEEL PIPE WITH THREADED JOINTS AND FITTINGS. PVC PIPING SWILL NOT BE USED. 3.B FINAL AFFIDAVIT: ALL REQUIRED SUBMITTALS AND MATERIALS SHALL BE APPROVED BY THE PLAN 2.3 SPRINKLERS: SPRINKLERS SHALL BE RECESSED TYPE,QUICK RESPONSE, 155 DEGREES F. ENGINEER BEFORE THE FINAL AFFIDAVIT IS SIGN BY THE ENGINEER. TEMPERATURE RATING,STANDARD 1/2 INCH ORIFICE, K - 5.6.AT ALL AREAS WITH A FINISHED CEILING. - - FP- 1 CONSULTANTS: FIRE ALARM SYSTEM NOTES: L THE FIRE ALARM SYSTEM SHALL BE INSTALLED AS TO BE IN FULL COMPLIANCE WITH THE SEQUENCE OF OPERATION SOUTH SHORE GUIDELINE FOR THE INSTALLATION OF FIRE LEGAL REQUIRES BY NFPA 72,ALL CODES, CONSTRUCTION CENTERORDINA LLEES.RULES,ORDERS AND OTHER LEGAL REQUIREMENTS OF THE CRY OF THE FUNCTIONS DETAILED OF A FIRE NARK NITAIING DEVICE SMALL.AUTOMATICALLY NRATE THE a 4 CONSULTANTS CENTERVILLE AND THE PUBLIC A1TI10RDE5 WHICH BEAR ON THE PERFORMANCE OF THIS FUNCTIONS DETNIID BELOW: WORK. 1. ACTIVATION OF ANSTHE F SYSTEM,WATER RAW SWITCHES,AND SMOKE DETECTORS 15CD 345 QUINCE AVENUE 2. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE FIRE ALARM SYSTEM COMPLETE AND SHALL INNATE THE FOLLOWING WATERFUNCT FLOW OPERABLE AS SHOWN ON THE DRAWINGS. ANY ITEM OR SERVICE REWIRED TO INSTALL. BR45 QUIN MA.AVENUE CONSTRUCT, STARTUP OR OPERATE THIS SYSTEM SHALL BE CONSIDERED TO IE INCLUDED A INDICATE THE LOCATION OF THE DEVICE AT THE CONTROL PANEL02184 IN THIS SCOPE OF WORK EVEN IF IT 5 NOT SPECIFICALLY MENTIONED N THE SPECIFICATIONS OR DRAWMKS. B. CAUSE AN AUDIBLE SIGNAL ON THE CONTROL PANEL AND REMOTE TEL. (781) 849-9776 []3. USE THE EXISTING ADDRESSABLE FIREARNUNCIATOR. FAX. (781) 849-9778 EMAIL: MALSSCC®AOL.COM RE ALARM SYSTEM C. TRANSMIT AN AUDIBLE AND VISUAL SIGNAL THROUGHOUT THE BUILDING. H ` ( T T T T T-T T'T T T T TAT T T T 4. INSTALL I/2"MINIMUM SIZE EMf CONDUIT WITH COUPLINGS AND EXPANSION JOINTS;CABLE - WITHOUT CONDUIT IS PERMITTED WHERE METALLED NE ERPOSED;ROUTE AS REQUIRED, D. AN HARM SIGNAL SMALL BE SENT TO CITY MASTER BOX. 73CD yl�titi�titi�ti�y�ti�ti�v ti)X�`�e�ti� CONSULTANTS SEAL: 5. FIRE AURA CABLE SMALL BE SOLID CONDUCTORS,STRANDED CONDUCTORS ARE NOT 3. ANY COMPROMISE(OPENS,SHORTS OR GROUNDS)W THE SYSTEM DEVICES OR 15C ���' WIRING SHALL INITIATE THE FOLLOWING: N 6. FURNISH AN INSTALL END-OF-LINE RESISTORS AND CLEARLY NARK THE LOCATION OF 1H6 A INDICATE THE LOCATION OF THE DEVICE COMPROMISED AT THE CONTROL O$ ❑ DEVICE PANEL 7. BAG ALL SMOKE DETECTORS UNTIL THE FINAL FIRE DEPARTMENT INSPECTION. B. CAUSE AN AUDIBLE SUPERJISORi'SIGNAL AT THE CONTROL PANEL B. FURNISH AND INSTALL NAMEPLATES IN ACCORDANCE WITH THE FIRE DEPARTMENT GUMNES. 4. ACTIVATION OF ANY SYSTEM TAMPERS SHALL INITIATE THE FOLLOWING FUNCTIONS: EXISTING ANUSUL SYSTEM O ' TO BE RELDCAIED AND 9. FURNISH IRE INSTALL THE FOLLOWING:FiORN/L1GHf UNTIE-MULTI GNDEIA STROBE! A INDICATE THE LOCATION OF THE DEVICE AT THE CONTROL PANEL RECONNE�T ---- ,R N i 15CD AM REWRED STROBE ONLY SYSTEMILL.,-I bQMB. CAUSE AN AUDIBLE"SUPE1N60Rr SIGNAL AT THE CONTROL PANEL C �IHI 75CD REQUIRED THE ABOVE R THE PROJECTR'S. CATALOG NUMBERS ONE THE QUOIN JII 1 REQUIRED ONLY FOR THEE MELT.CONTROL FURNISH AND INSTALL ANUONLY THE DEVICES RECOMMENDED BY TIME FIRE NORM CONTROL PANEL MANUFACTURER. H ' 10. ALL FIRE ALARM SYSTEM COMPONENTS SHALL BE UL LISTED. O UI O IT. ALL WIRING TO BE SIZED,COLOR CODED,AND IN QUANTITIES AS RECOMMENDED BY THE 1WNUFACNRER of THE EQUIPMENT. NDff:FIRE ALARM WIRE AND CABLE TO COMPLY WITH 1990 NEC.ART.760 IX6ING FRCP 1 12. IDENTIFY HARM CONDUIT WITH RED PLANT AT 5'INTERVALS H 13. FOR INCOMING AC POWER LINE FURNISH AND INSTALL A TRANSIENT VOLTAGE SURGE SUPPRESSION(TVSS)DEVICE `v 5 r� 14. FOR ALL LINES THAT EXIT THE BUILDING FURNISH AND INSTALL A TRANSIENT VOLTAGE -- ISCD co SURGE SUPPRESSION (TWEE)DEVICE O O 15. UPON CAKE PLACE. OF TIME FIRE WARM SYSTEM BY ANY ALARM DEVICE THE FOLLOWING O � O SHALL TAKE PLACE 75CD A CASE DEVICE HARMED TO BE ANNUNCIATED AT PANEL B. NOTARY FIRE DEPARTMENT. O C. SOUND GENERAL ALARM _---------------------------------------------------J C//�) Q 4- 16. MANUAL STATIONS SHALL BE USED ONLY FOR PROTECTIVE SIGNALING PURPOSES. / N t 17. ALL ALARM SYSTEM COMPONENTS SHALL BE LISTED AS SUITABLE FOR USE IN THE PHYSICAL FIRE ALARM PLAN _ LOCATIONS ACTUALLY USED.(I.E.; INDOOR,DAMP,WET HAZARDOUS,EXPLDSION-PROOF, B^-I' ^ AND ETC.) SCALE:I -0 18. THE FIRE RE ALARM SYSTEM CONTRACTOR IS RESPONSIBLE FOR OBTAINING A SEPARATE PERMIT c U FOR AN APPROVED FIRE ALARM SYSTEM,AND FOR INSTALLATION t ACCEPTANCE OF THE FIRE ALARM SYMBOL LEGEND O U SYSTEM BY THE LOCAL AUTHORITY OF JURISDICTION.LOCATION AND QUALITIES OF DEUCES ARE SHOWN ON THE PLANS AND IDENTIFIED By THE SYSTEM REQUIREMENTS. IT IS A O REQUIREMENT OF THIS PROJECT THAT THE ALARM EQUIPMENT MANUFACTURER WHICH 6 TO EXSTING FIRE HARM SYSIEII CEILING MOUNTED SMOKE DETECTOR '^ PROVIDE THE ALARM SYSTEM SHALL PROVIDE: LL N v' WP FIRE ALARM SYSTEM VISUAL SIGNAL FLUSH MOUNTED(FINISHED SPACES OR SURFACE LL }A A EQUIPMENT SHOP DRAWINGS(SUBMITTALS) I WOUD (UNFINISHED SPACES)OUTLET BOX Bo-INCHES ABOVE FLOOR OR 6-INCHES BELOW CEILING, - 4- B. FIELD WIRING DIAGRAMS WHICH INDICATE CONDUCTOR AND CABLE SIZES. WHICH EVER IS LOWER 75 CD IF NOT INDICATED,WP INDICATES.WATERPROOF YY��II--II CM FIRE ALARM SYSTEM COMBINATION HORN AND STROBE LIGHT RUSH MOUNTED(FINISHED SPACES)OR 0 C. ELECTRICAL LOAD TOTALIZARON OF THE SYSTEM TO VERIFY THE RATING OF vLJ SURFACE(UNFINISHED SPACES)OUTLET BOX BO-IN.ABOVE FLOOR OR 6-IN.BElDW CLG.IF WALL MOUNTED M THE REQUIRED STANDBY BATTERY(WHICH 6 PART OF THE SYSTEM)N 1IOCD WHICHEVER IS LOWER.110 CO.SUBSCRIPT-CM-,WHEN INDICATED DENOTES CEILING MOUNTED U ���X�1Y co ACCORD WITH NFPA 72 REQUIREMENTS EXISTING FILE ALARM CONNECTION TO SPRINKLER SYSTEM WATER FLOW SWITCH. SWITCH PROVIDED AND NJ 19. MOUNT THE MORN/STROBES SO THAT THE ENTIRE LENS IS MOUNTED 80"-96"MF OR 6" INSTATED BY SPRINKLER CONRACTOR,CONNECTED TO FlRE ALARM SYSTEM FIRE ALARM GENERAL NOTES: 0 �`BELOW FINISHED CEILING.WHICHEVER IS LOWER. (PROVIDE WEATHERPROOF TYPE AS FIRE ALARM CONNECTIDN TO SPRINKLER SYSTEM VALVE TAMPER SWITCH SWITCH PROVIDED AND INSTALLED BY O L �y}•i~� � LJ REQUIRED). Q SPRINKLER CONTRACTOR,CONNECTED TO FIRE ALARM SYSTEM BY FIRE HARM SYSTEM CONTUAIDR UNLESS 1. THIS BUILDING 6 TO BE PROTECTED BY A AUTOMATIC FIRE SYSTEM WITH BACK UP OTHERWISE INDICATED BATTERY DESIGNED TO MEET THE REQUIREMENTS OF THE STATE FIRE MIRSFLALL > W Al 20.CIRCUIT BREAKER FEEDING FRCP MUST HAVE LOCK ON'PROVISION. FRCP > VJ EXISTING FIRE ALARM CONTROL PANEL 2. ALL AUDIO VISUAL DEVICES SMALL BE MOUNTED SO THAT THE ENTIRE LENS IS Q 21.SPRINKLER ACCORDING SYSTEM IS TO BE INSTALLED,FURNISH AND INSTALL TAMPER AND FLOW MO N�BO"-9�ADM FINISHED GROUND OR 6"BELOW FINISHED CEILING. ^\ T O iy1 SWITCHES ACCORDWG 70 THE REQUIREMENTS DU THE FIRE DEPARTMENT IS W J_ }F ♦-J 3. ALL DETECTOR INSTALLATION AND PLACEMENTS SHALL COMPLY WITH NFPA 72 REQUIREMENTS. r v'^) r EXISTING RADIO Date Scale s 1 1 EXISTING BREAK EXISTING 1 MASTER 1 ADDRESSABLE 1 BOX 12-04-13 As Noted o DEVICE EXISTING ADDRESSABLE L__T__4 a SILO CROL1R DEVICE i u r--1--' 75CD 15CD 15CO 15CD 15CD 15CD 1SCO 15CD 4 � i FIRE ALARM GENERAL NOTES: --t%;-- ---*--- ---I--- --K--i----Wiz;-----; H a i I I. THIS BUILDING IS TO BE PROTECTED BY A MANUAL/AUTOMATO ADDRESSABLE FIRE i \ \ ' NEW i SYSTEM WITH BACK UP BATTERY DESIGNED TO MEET THE REQUIREMENTS OF THE i $ $ $ C Emu i NAC STATE FIRE MARSHAIL I i FRCP POWER LL CONNECT NEW ADDRESSABLE DEVICES 75CD 3OCD 75CD 30CD 30CD a TO DUSTING SLC CIRCUIT (IF REQUIRED)2. ALL WIRING SHALL BE INSTALLED IN 3/4"ENT CONDUIT. 15CA 15CD 75C0 n 3. ALL AUDIO VISUAL DEVICES SHALL BE MOUNTED SO THAT THE ENTIRE LENS IS ` __J CM CM CM WP$URG w MOUNTED 80"-96"ABOVE FINISHED GROUND OR 6"BELOW FINISHED CEILING. WHICHEVER IS LOWER. E 0 a` A. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED 42"-48"ABOVE FINISHED FLOOR. TO 12W o, PER NFPA 72. �+�('�t�+E yy S. ALL SMOKE DETECTORS AND HEAT DETECTORS SHALL NOT BE MOUNTED CLOSER FIRE ALARM RISER NOTES: FIRE ALARM RISER DIAGRAM M7lTj1Cg'F�TQt�\+j�pl�7' T;LIe 3 TINT 36"TO NN VENTS AND FANS. ENGINEERING, G� FIRE ALARM PLAN DETMDR1. COORDINATE SPRINKLER REQUIREMENTS AND CONNECTIONS SCALE:NOT TO SCALE 6. ALL IREME TS INSTALLATION AND PLACEMENTS SHALL COMPLY WITH NFPA 72 HARM SPRINKLER CONTRACTOR. VINC. � REQUIREMENTS. O 3525 Bonita Beaoh Rd.,Sake 110,Bonita Springs,FL 34134 239-9485841/239-948-5990 FAX Job No.13074 n Stevee R.Stafford-PE-Massachusetts License#31499 wta CANo.8477 O Cer6B m Authorization- _.am. �. _ w _��._a FA- 1 � ✓� �t�✓1 �''�1 vl 1!Q FREAL- 1 freal. real fruit smoothies. classic milkshakes. frozen cappuccinos. FRLB4 frozen beverage blender The f'real FRLB4 blender introduces revolutionary i features that enhance the user experience for both consumers and for retailers. The new features focus on increasing cup sales by driving awareness,trial and Incremental sales with new and existing consumers. The FRLB4 is a unique "destination beverage' program that delivers multiple product lines and consistent great taste using the highest-quality Ingredients—all with one simple, self-serve blending system. dynamic interactive LCD screen • Enhances blender presence and visibility • Provides a premium shopping experience with comprehensive LCD screen content including: f'real blenders allow consumers to blend great-tasting • Product information with high-impact taste milkshakes,smoothles and frozen cappuccinos quickly appeal visuals and easily with just the touch of a button. • Simple "How to" instructional video for new consumers •Timely content updates to support new ServiceAlertTm diagnostic product launches • Integrated system runs automated diagnostic check of key blender functions, which helps 100%self-cleaning and sanitizing maintain optimum blender performance for • No labor or chemicals needed maximum up time • Power rinse runs after every blend, allowing • Provides the f'real Customer Support Center back-to-back blending with no flavor crossover with centralized alert notification, allowing • Fully automated, deep cleaning and steam more accurate troubleshooting and quicker sanitizing cycle runs every 24 hours service-needs notification www.freal.com-877.FOR.REAL•soles@freal.corn <0- L rea real fruit smoothies. classic milkshakes. frozen cappuccinos. FLRB4 specifications FLRB4 installation requirements • Dimensions: 13.5"W x 22"D x 42.5"H power supply • Weight: 155 lbs. Requires a dedicated 15A, 115V circuit • Capacity: Blends up to 60 cups/hour Includes a seven-foot, three-wire power cord with NEMA 5-15 plug water supply • Filtered water source required • Quick-disconnect fitting is provided with barbed end for use with ID braided input water line (provided by customer) ' r'r' • Uses 3 fluid ounces of water during blending cycle drain line • Drain line required • Ten-foot length of 3/a" ID anti-microbial tube is integrally attached to the blender for the rinse water drainage • Creates 4 fluid ounces of waste water after each blending cycle rinse warranty options • One-year parts and workmanship warranty included. (One-year warranty program without labor provides option of using your own service personnel) • One-year labor warranty also available for additional charge, paid at time of blender purchase, • Contact a f'real Sales Associate for warranty option details www.freal.coin 877.FOR.REAL•sales@heal.com y ' f`REAL!'s Freezer Specifications q sw-. Ku�r�o�a r 1 ice.! •�u r. Y 4. 7.A� Freezer Model Shown: Freezer Model Shown: SKF48GB/CFRL SKF27GB/CFRL r "The wide one" "The small one" This double glass door design used This compact freezer fits neatly into existing for free standing or under-counter locations space-whether free standing,under or on presents almost twice the sales area and top of the counter.Suitable for low to capacity of our single-door unit.It is ideal medium-volume locations. for medium to high-volume locations and j for maximizing product variety. Features: Serving Cup Capacity Features: 18 product facings.98 cup capacity Serving Cup Capacffy Merchandising 30 product facings,170 cup capacity •Clear,low-temp heated reflective glass for Merchandising crystal-clear display. •Clear,low-temp heated reflective glass for •Gravity-fed,heavy-gauge shelves keep cups crystal-clear display, forward in freezer. •Gravity-fed,heavy-gauge shelves keep cups •Signage channels on each shelf. forward in freezer, •Signage channels on each shelf. REAL!freezers allow you to choose from a variety of options to M your merchandising needs. Exposed casters t Legs for more for under-counter fit permanent l" placement SKF27G/CFRL SKF48G/CFRL SKF27G/CFRLI "."` SKF48G/CFRLI ` u y ak.i�;PR::41k. • i lUll'�4 lig�i� � k Freezer Model Shown, 13USC—L1-FRR w/Counter Freezer S Model Shown: "The short upright" Custom designed for use with the f REAL!frozen "The tall one" blended beverage program,this attractive,newly- This upright design attractively displays sized upright freezer places products at eye f'REAL!products at eye level for Increased level for increased consumer visibility.With its visibility and taste appeal to maximize sales 125 cup capacity and 25 product facings,this while minimizing floor space, freezer is sure to maximize sales while minimiz- ing floor space.And at just over 62 inches high, Features: it maintains in-store visibility for shoppers. Serving Cup Capacity 42 product facings,252 cup capacity "The freezer-side counter" Merchandising The perfect companion for f'REALI's new upright •f'REAL/logo on front and sides. freezer and ideal on an end-cap presentation, •Clear three-pane,low-temp heated reflective this custorrrdesigned blender counter is a one- glass for crystal-clear display. stop shop,holding everything needed to enjoy •Gravity-fed,heavy-gauge shelves keep cups f'REAL!'s trio of delicious products,Spoons,straws, forward In freezer, lids and trash are off at consumers'fingertips. •Signage channels on each shelf. •Recessed fluorescent fixtures on both sides Features: of door provide maxlmum product Illumination. Merchandising •f'REAU logo on front and side of freezer •f'REAU blue background graphics on freezer and counter •Counter with spoon,straw,lid and trash receptacles •Gravity-fed,heavy-gauge shelves •Shelf Signage channels •Recessed fluorescent lights for maximum product illumination PREAU freezers allow you to choose from a variety of options to fit your merchandising needs. B-Freezer Model Shown: SKF48G/CFRL t 48'Freezer w/Casters Double Door I xr w •: �q 111 A-Freezer Model Shown: 1 SKF27GB/CFRL 27'Freezer w/Casters and Base t' I A b .. j C-Counter D-Freezer Model Shown: E-Freezer Model Shown: 13LW-Al-FRR(Right-Hinge Door) 22USG-L5-FRR(Right-Hinge Door) Also available in Left-Hinge Door Also available in Leff-Hinge Door Freezer Specification Summary Cup Facings Total Model Width Depth Height Capacity Shelves Per Shelf Facings Amps Weight Installation A SKF27G/CFRL 29.4' 32.2- 98 Cups 3 6 18 5. 1651bs Under-Counter A SKF27G/CFRLI 27' 29.4- 34,5- 98 Cups 3 6 18 5 165lbs Countertop with Legs A SKF27GB/CFRL, 22 29.4' 36.9'::. 98.Cups 3 6 18 6 215lbs Free-Standing B SKF48G/CFRL 46' 29.4- 32,2- 1.70 Cups A- 5 30 7. 2561bs with Casters B SKF48G/CFRLI 48' 29.4' 32.2" :: 170 Cups .6 6 30 7 ' 256lbs with Leg Kit ... - - rti- ----- ----- ----------------------- C Counter 14' .26' 36- - 10lbs D 13USG-LI-FRR 26.5' 27.9' 62,3' 125 Cups 5 5 25 6 280lbs Right-Hinge Door D 13USG-LI-FRL 26.5' 27.9- 62,3- 125 Cups 5 5 25 6 280 Ibs Left-Hinge Door E 22USG-L5-FRR 30' 29.5' 78,5,' 252 Cups 7 6 42 8 365lbs Right-Hinge Door E 22USG-LS-FRL 30' 29.5' 78.5' 252 Cups 7 6 42, 8 365lbs Left-Hinge Door CaD End Cap 1 40.5' 27.9' 62,3' 125 Cups 5 5 25 6 390 Ibs - C+E End Cap 2 44' 29.5' 785' 252 Cups 7 6 412, B 475 ibs For All Freezer Models •Freezers ore manufactured by Minus Forty Technologies Corp. •Freezers are UL NSF listed,120V,60Hz •One year manufacturer's warranty FRYR-1 PFA SERIES MODELS FULLY AUTOMATIC VENTLESS COUNTERTOP DEEP FRYER Advanced by Design r { • f • • 0010 PERFECT FRY COMPANY LLC GENERAL INFORMATION: Mailing Address: Phone: 1-603-225-6684 P.O.Box 501 Fax: 1-603-225-8472 Concord,NH 03302-0501 Email:profits@perfectfry.com Shipping Address: 10 Ferry St. L10-374 R6 Concord,NH 03301 , www.PerfectFry.com The Benchmark III Ventless Deep Frying a y CLEARANCES AIRFLOW DIAGRAM l ■I/ 27"(677mm) 17"(434mm) - CLEARANCES I"on sides 2"on back I � 0"on top 30"(762mm) ti 16"(409mm) ADVANCED ELECTRONIC CAPABILITIES SPECIFICAT101)/T BLE /� Cook Time Sensitivity(CTS)'" Stand-by Mode MODEL PFA720 PFA570 PFA570 PFA375 Preset Counters Dual Load Cook Cycle ORDER NUMBER Determined by options,please call 1-603-225-6684 Food Type Sensitivity(FTS)' Hold Time Monitor POWER SUPPLY(volts)' 240 240 208 240 CURRENT(amps) 32 26 28.5 18 CIRCUIT CURRENT(amps) min 40* min 30** min 30*** min 30** CORD OPTION 8/3powercord 8/3powercord 8/3powercord 8/3powercord RAPIDFRYTmTECHNOLOGY 6-50 plug 6-50 plug 6-50 plug 6-50 plug POWER(kilowatts) 7.6 6.1 6 4.2 Rapid Fry''technology allows the operator to pre-load food into the drawer CAPACITY(Ibs/hr)t 90 70 70 50 while other food product is frying in the cooking oil.The second load of food HEATER ELEMENT(kilowatts) 7.2 5.7 5.7 3.8 will automatically begin cooking once the first cook cycle is completed. 'other voltages and/or wattages may be available,please contact 1-603-225-6684 GENERAL SPECIFICATIONS STEP 1 STEP 2 *For use on an individual branch circuit rated 40A Heat Lamp(see below) Integral On All Units 1� minimum.For supply connectors,use minimum no.8 AWG wire(40A rated).This fryer must be properly connected to Phase Single(3wire) a grounded,dedicated 240VAC single phase circuit Cycles 50/60 Hz _7 according to local installation standards and codes. SS SS **For use on an individual branch circuit rated 30A Weight 125 Ibs(57 kg) ( _ t minimum.For supply connectors,use minimum no.10 Shipping Weight 135 lbs(62 kg) ' AWG wire(30A rated).This fryer must be properly connected to a grounded,dedicated 240VAC single phase Shipping Dimensions Depth 25"(635 mm) circuit according to Iocal installation standards and codes. Width 22"(559 Turn) "**For use on an individual branch circuit rated 30A minimum.For supply connectors,use minimum no.10 Height 30"(762 mm) AWGwire(30Arated).This fryer must beproperly Shipping Cube 9.52 fill(.271ml) STFP3 connected to a grounded,dedicated 208VAC single phase circuit according to local installation standards and codes. Oil Capacity 2.75 US Gallons(11 L) #Based on up toll/2 minute fastfries. Product Capacity 3lbs per load ****Locking Cabinet Option also Available ACCESSORIES Heat Lamp- (Part number determined by country, " please call 1-603-225-6684) t amps 240 volt 500 watts SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE t ©2013 Perfect Fry Company Com an LLC. Printed in USA 1 ' Ordered Separately L10-374 R6 OVEN-1 0000yalm INC. BAKING EQUIPMENT SPECIALISTS r l --- -- "Superior quality product - ; at an 1;fordable price !" OVEN : 6 pans baking capacity 1 PROOFER : 18 pans capacity Standard Features 1@ � EBake Outstanding steam shot and pulse injection system ! � Standard Exclusive patented reversing fan system control Two speeds fan Fan delay switch • Compact space saving unit • High production oven Full view heat reflective thermos glass doors ® / Brightly lit f Manual mode and user friendly EBake programmable ![ control up to 99 recipes Fully insulated,completely sealed • Digital temperature controllers and timers JAOP6 • Temperature up to a maximum of 500°F(260°C) • Energy efficient electric or gas hearing(baking temperature reached in 15 minutes) • Magnetic latches • Door switch cutoff for fan motor Standard Optional • Stainless steel inside and outside proofer control relative humidity proofer . Locking casters control . 3/4 HP motor • ETL&NSF listed ,JET AIR OVEN PROOFER JAOP6 . One year parts and labor limited warranty The JAOP series from Doyon is known worldwide for its unique and patented proofer Features Jet Air System(the air moves in one direction for 2.5 minutes,stops for 25 sec- . Holds from 90° F to 110° F(32°C to 43°C)with onds than moves the other way for 2.5 minutes)resulting in a gentle velocity relative humidity up to 95% air flow for exceptional baking results.This system will help you bake faster and more evenly. Our competitors ovens allow the air to move in one direction - Glass doors . Rust proof,scratch proof shelving only. • Automatic water float system(no water pans to fill) Doyon's outstanding uniform steam injection system includes an electronic • Brightly lit timer which will give you a precise mist everytime for a better quality product • Magnetic latches (crusty breads,bagels,french baguettes,etc.).This superior steam system will • Stainless steel inside and outside allow inexperienced employees to produce quality products with a minimum of training. Optional • Humidified warmer instead of proofer:temperature Doyon's proofer provides uniform proofing from top to bottom with its even air up to 180°F(82°C) flow system and fully automatic humidity injection(no water pans to fill).It . Water softener system comes with heat and humidity controls.It's the easiest way to proof. • Gas quick disconnect kit(4' (1220 mm)flexible hose, ball valve and securing device) VERSATILITY ies,ba gels,crois- • Electronic relative humidity control on proofer Bread,rolls,buns,crusty breads,pastries,muffins,cakes,p sants,sours&ryes,bacon,game hens,chicken,turkey,multimeal prep,bulk NI.IMPWens erm vegetables,casseroles,slow cook,retherm. be used to cook near www.doyon.qc.ca DIMENSIONS JAOP6 JAOP6G JAOP6 36 7/8"W X 48 1/8"D X 73"H as tAir _ (937 mm X 1222 mm X 1854 mm) _ ya y,7• JAOP6G 36 7/8"W X 53"D X 73"H (937 mm X 1346 nim X 1854 mm) -_ ._ t?!4 OVEN INTERIOR DIMENSIONS JAOP6 25 1/2"W X 30 1/2"D X 26 1/4"H (648 mm X 775 mm X 667 mm) JAOP6G 25 1/2"W X 29 1/2"D X 26 1/4"H —J Ll .. ) (648 mm X 749 mm X 667 mm) Shelf spacing:3 1/2"(89 mm) PROOFER INTERIOR DIMENSIONS — 26 1/2"W X 36 1/2"D X 26 1/2"H (673 mm X 927 mm X 673 mm) — Shelf spacing:3"(76 mm) GAS SYSTEM QAOP6G Propane or natural) — 241W BTU total:65 000 BTU _ 1 Phase: 208-240V-17 A-4 kW-60 Hz-2 wires + Ground C — Gas Inlet: 1/2"NPT Draft hood:4"(102 mm) I Recommended gas pressure: — Propane gas:11"W.C. Natural gas:7"W.C. ELECTRICAL SYSTEM OAOP6) b $ 1 Phase: ------ 208V-64 A -14 kW-60 Hz -2 wires + Ground -- --- 240V-59 A -14 kW-60 Hz -2 wires + Ground DRAFTNOODPT LIOUPF"RAW r 3 Phases: 208V-46 A -14 kW-60 Hz-3 wires + Ground 240V-42 A -14 kW -60 Hz-3 wires + Ground Other voltages available WATER INLET 14 Nv=m IA Water Inlet:1/4"NPT a r E-ECTRIC I4LE' WATER INLc 7.N\IT _ c B.-CT yn APT ENTREE`LECTRIQJE ENTREE CIZ 1.2 VPr .... . Minimum clearance from combustible material 1"(25 mm)side and back 4"(102 mm)bottom tAF W.FCTRI FNTR�F QJF ' 12"(305 mm)top CAPACITY Oveni R T�— Standard sheet pans 18"X 26"(457 mm X 660 mm): 6 pans Four-strapped bread pans: 24 loaves 9"(229 mm): 36 pies Proofer Standard sheet pans 18"X 26"(457 mm X 660 mm) :18 pans Four-strapped bread pans :48loaves FINISH Stainless steel SHIPPING WEIGHT JAOP6 965 lb(438 kg)approximately JAOP6G 1135 lb(515 kg)approximately Electrical service connection and water inlet are located at the back of the unit. Specifications and design subject to change without notice. or.�l dlYtribulor. . I N C. NS�i cC 10us Your I BAKING EQUIPMENT SPECIALISTS N 0 M G 1255,rue Principale Liniere,Beauce,Quebec,Canada GOM 1JO U q Telephone:(418)685-3431 Fax:(418)685-3948 b Canada:(800)463-1636 U.S.:(800)4634273 a a E-Mail:doyon@doyon.gc.ca Internet:http://www.doyon,gc.ca www.doyon.qc.ca BAKERY B RD RK-4 BAKERY DISPLAYS Slatted Island Bakery Displays - r • Center section and end caps for double-sided island display • Use any number of center sections _ M • Two adjustable shelves per unit plus flat bottom shelf • Wood price tag molding to hold UPC type signage • Casters, bumpers and front and side guards included, signage optional • Front guards are made of durable, scratch-resistant clear plastic 54)14" F � 54 1/4" W/BUMPERS r � 45" ''• 27" f BAK-583 �-567 R r, Aft �NIA T '\42e",� a 4545 r BAK-438 C35 BAK-438 E35 ITEM # DESCRIPTION � r BAK-583 48x48x471/4 Center bakery unit BAK-567 48x28x471/4 End bakery unit BAK-438 Center and End Caps BAK-438C3S 45x413/4x45 Center bakery unit BAK-438E3S 413Ax20x45 End bakery unit Please tndicate Wood 011d finish choice. WO-A Prices may Vory 268 FUII SPECTRUM REIAII. S01UTl(__)NS j 800.356.28,48 j www moiccwompony cow CASE-3 528" 42" 42" 11" 3016 REMOTE REFRIGERATION: CASE LENGTH 08.0 VOLTAGE 115 BTUS PER FOOT 3,263 LIGHLAMPS 2 TOTALBTUS 26,100 - ----�$/O 3�'�IPIA FAN AMPS1.36 EVAPTEMP 22` AIRSWEEPAMPS DEFROST CASEDRA TOTALAMPS 3.36 AS ELECTRICAL - - 48"REFRIGERATION CAS - 344��OCASE LINES DRADRAIN O O 2616 n MECHANICAL PLAN VIEW I f--1o^ - 1044" -- - -- 0 0 -- -- T - --------- •—--------------- SIN N O O / 0 0 SECTION VIEW PLAN VIEW QD a Sheetz 8'MDI-04MS-REM-Multi-Deck Island jJ Grund RS0 172711 i#IR-06/04/13 SOUTHERN casearts ddl F$$. ..-.......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diripwiul Wurkl6 C owitrnrtiun ramit Application is.,hereby made for a Permit to Construct ( ) or Repair ( �n Individual Sewage Disposal Systems at: /// , (' (C�H{e�f'�, / 1L )/��/Q �t'tt %/1.�...v._ d�11'ty x'r.. ?slC!!Q ( . QPp7t h'!. .T.._ ...l�lQ.l.LJ.f /�S® - _ (�Loc.ttiAdd........ 4Y1. F� tis �I P4-Y/b .3 «Tl( lY'No. �� OcA/ �41Mf9A U. ------------ oe ner Address a �4L—D....-•---• ............................................... .e..fit`Utl...(&.. Installer Address d Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms------------------% ----------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ------_--_______________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ..--•--•---------------------- - --- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacity............gallons Length................ Width---------------- Diameter---............. Depth................ W Disposal Trench--No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .....-•-.................................................................................................................-................................... 0 Description of Soil------------------------- ------•--...---------------.............----••--•---------'--'--------------------------------------------------------..._......••--._...._.. x W •--•--•••---•. ........................•---•--•-•-.._..-----------•----............•••--•-••-•-••-•-'.......;�---•------------------•- ........................................................... UNature of Repairs or Alterations—Answer j hen applicable.__L.h.S_ A_ .I...... .-____.__.!�. ._..�BQ .........C.rr� .. ..... ....6 ..•• .l�J. !f2�....-.-.�� .0 vl l 5...._•.......................: Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has biben i ued by the board of health. Signed ......... .. :&A&4Aan ............................................... ........//'--- .77.2 ' ...... Dare ApplicationApproved By ...:............. ............... ::......--.... ................................. .... �-' ��----.--- Application Disapproved for the following reasons: .................................... '_:.................. ..........-...-......................................................... ........................................................ ....-.----.-..-...... - - -........-.---..---..-.--........--...--.-..................--.--..----..................... ....................f................... Permit No. ................................. J �/- D ... .. ... .�C.......... Issued Dot ... i / Q ` i/ r - No..... ._.... FEB.....✓.d................. THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinn for Db3pimul Works Tontrnr#inn thrmit Application is hereby made for a /Permit to Construct ( ) or Repair ( �,.)�''an Individual Sewage Disposal System at: t enter- ,' �. _j�..... .....KCAsulq ..... on, .__fin ...............f ...... Lict6 ad �ss trNo� � .......__..?.vq...: -••••-•— . •----------------- - /A4r,, .5.4 ca x tA�mov�h iZcQ. Owner Address - Installer ---------••-Y-- - - -.:4. Address i d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------------------.-------------Expansion Attic ( ) Garbage Grinder ( ) PLI Other—Type of Building ._..................._--.- No. of persons---------------------------- Showers ( ) Cafeteria ( ) QOther fixtures ---------------------------- WDesign Flow............................................gallons per person per day. Total daily flow................:...........................gallons. tic Disposal Trench Tank—Liquid capacity............ Widthns...• Length Total Length idth---......_._._ Total leaching area-• Depth-----..sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by............................................................... .......... Date........................................ 1.4 Test Pit No. 1.................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ i4 ...-•-•--••--••-------------•----•-•----•--•----••••••••-•----......-••-•-...•-•••---•-...--•-•---•-......................................................... ODescription of Soil........................................................................................................................................................................ V VW ••••••----•------------•---------------•--------•-------•------------------•--•..........--••-••••-------------•-...........------•.... ..................................... Nature of Repairs or Alterations—Answer when applicable-.� �'1.5.:�.�1.-�.�..-.-. -.......�-..P_.....j OQp•••••••• I. � Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iued by the board of health. Signed .... ............................... ........Its .. ................................... � Date Application A coved B " Application Disapproved for the following rearonr: .................................. ........................................ ...... ..................................................... ...................... . ......... / .Dace Permit No. ... `.... ..�_�� �!^� - Issued .... ....................�..............�...��.. Dace I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (ge>rtifirate of Complian.ce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( L--)" �w by ..... ......... ..... ' 4/C�....................- at ..........a..1 Cl..........�h,���..�J.. n..�.........../J�.4 ..... ....._----------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code a 5described in the application for Disposal Works Construction Permit No. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-----/..L....�..r....._...�7' //.y ... ... .... lnspector,.--�.. ...: THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 36 No..�........... FEE............. Diopntt1 Workli Tnntriulinn "rrntit Permission is hereby granted-----------_------_ -------------------- -------------•--------------------------.....----------••-----.---_-_-_-. to Construct- ( ) or Repair (r./�'an Individual Sewage Disposal System at No....... �.sci��`!�:� .S f7 D2 " --•--- �A?�4-.. as shown on the application for Disposal \Torla Construction ---- P•-e--r---v-------- -- y.--• --Dated� . � --- --------. ter of'Health `- DATE.......... ----------------------`----•---•----------...-------------•---- FORM 36508 HOBBS A WARREN,INC.,PUBLISHERS J— ` /� /��Q� e .. N Dom ` S[iE3 0/L c�' ?-4 - TDC,501L t Sl/650/L 5 == ---- -- — —_ _ T its/ # 'OL?�? �A ' �A/. Z)A TA w. . "-low ` COARSE SA /. L OAS'`�E" S.4N0 - f3 �' - - ' N .q0 /-6,- ,�/NF L.f/ /�FGRiiA t�L ql-r,ec 5AIVO ���"it7�.� - 00 �-�4 - ol0 9<o YE._MC71�/ ✓V/Fc� i'`,�' . . a , .5Y,sT'-� � .4 - -,44 - CZ �A,h' WTI/T-E U/v/,�ORrff �3,4'hr� -f �"" .' ,'^ -•1 r.-.__ 4 , .> . F - /j Y,� _ �I ,�...... ' ..,/�-•i` Y A � I�1....... % / ,vo WATER - f- /�/ ;, �- 4.1 -,- /ti%O p.�'/ C'O,�-fa`T/ON T�E'.,�?°` r� ��h.'% . 1✓ r�E. ^ T f J'ti' TE,.y`? R�' /'�c'�G� o so o - - _ - --- _ -_' : - 't : / c 7 / ,,_.�.4CO' r',- X 2 -15 _ /5 v/4L..�iaERSo/��L?AY x !c o��5<JNs 90 CiAL/17.�1Y AC•7" IAI FEE-RCG.:-.A,7 0,V Z A T=' � '+.� 49E7'��%�' 7--A, " /N 2 = = y� r SAIL- L C"Ix - - - 'till_ 'Z°fl/'71 = /��C G`�. - s� /11/NUTE.� FOP ,4L G S Y�'�TE, /..`� . F-CCU /9iV OL/R 7, .,;. T,'17'E S ' �2' - } s �q ` .._ . _ _ _ �,, _ 7"1 , �.�sc .�F Z- ,- Y, WCU s.F � �.. ,..L �'E " V -' .�.. E.5T/MATED DA1LY / � I X. LE.5/G/11 14:-OW G.gL /A0/4Y4ERCOLAT/O N RAT-6" WAS 7-C / .5A"11/A W17JI'' CA,C:_S 1I`:©/4 C J L 57E/i-a / - 13D G, D, x ?j" = 4- r57AEM 29 J Wf? f: "q N /t2'� `r-EF� =f Y.5-''�'"1* 4 ,0 531J G-,4?,0 x' J 7� S,F /SAL, -4,,� �,,F �S.5,F AC71&� STpyQE''t /CO< •5,/VO AF1QCOL.AT,'©A1 i �7, E �;// r ! / � �i -OTAL_ // �.- ,5.F x ,�` GAL. /O/ /!C .5'�" �, ,�� .'3A5611 / s - ''5T'1VA TAD OA/L.3/ F4 fJt'r' x ,:� _,t-/Ak' QE.S1 N FLOW- .9&0 GAL /UA Y o / 3 k .-.. Y.5 , � j � / STORE �``� _ /5"005�• / S-''ORE• � • = ' '1570 / �� 52 - / _ / �rL J� TOT/4L r' S� BYO��Za' _ TOTAL �.5-iM,4/ -'' " - �- ,n - . E,: A;L.Y -"LOt t� - .� ; ,�Y \ e. THE" E616G � C'AL C" IZ-A 7"/C',U5 . PZ eASEO ON ;'WY G- 00 .S 0RE"5 0,414.Y ET.S. 01 ,VCR RF.5 7'46,/R N7-..5 g TAS/ER�,�, L-AL,�VOgOMA7%,-F , 0q A VY Or�E/F h'iC't�E4. / /Y/r r� /e S �\ s 3 WA 7"�-rZ L46 �::. '",�' �/.5.�r7ti/E V 1", , w�4' vE ,C 0Cr 4 7F-4 � W/Tr!':V TNE" ShGr� - e 7'- "e CAf AC17-Y i�J �-1A1VDL E* /T, 5 52G -r C 'q CAST /" - ..._..._ ... - ..-._..._,,.,.. �.\ RECUT\ ONC ` ��•� �� o ds 5. P A A � BE I�LCH--- r-J- EFF o/F �EaCN '�--. s3T �- �9 S. E. COR. CONC. ELEV. = 52.71 M. EAc /2 _ 482 � g9 4y _TEST ' \ .8 '� so o RJR 50 _ SU , 48• -,. j' 7 s/ �' /NV..-4744 s r% ' 54 5 �usi�e s S Dt GqL SEPT/C TA/Yt,. �o \ ter' 4RVC• �- t� �/9 y 4 p j I /pO° / • T - O" /NTAN 5 J /NV.-47.70 T/C c. Z � 9 5/5 /oa'� s CP E��lT • —— 4_ Pig ti � .�P�p MH - � 4790 -NV -- �� ( '6 4� � �( /N'•: \ � �'o y moo/ / 4 =49.00 sT NOTES' /y/ �ylJ 9 1 G 600 W 7 �° 5o ,5 �', I.) ELEVATIONS ARE BASED ON MEAN SEA LEVEL. f E 00 /NV.49� 3 , _* w W. C. e" J --�"o 2- 2.) LOCATION OF GAS & WATER LINES ARE APPROXIMATE ONLY 1 �a� //V 9 I Z32 -9/� C C. _,� AND TAKEN FROM FIELD MEASUREMENTS AND AVAILABLE j -\ � p� CZ- NO</T //VV INFORMATION FROM THE UTILITY COMPANIES. / Te% �� 3.) PROPERTY LINE INFORMATION TAKEN FROM A PLAN ENTITLED \ /PJ /NV -0 c Q NV"¢9 a �( ,4 Gb ItW w P. v D STORE #4 STORE # 3 \, �"% PLAN OF LAND IN CENTERVILLE BARNSTABLE, MASS. SCALE: I = 60 /NV gl PRO s 52 QO ( FOUND.) IW.= 49.00 QPVc. S DATED 8/21/72 BY BARNSTABLE SURVEY CONSULTANTS. 0 � C. C. OOR -Eta 9 - IFOUNp.I V-4-P.coIN �9 p° W W.C O B�^'L/ -),;'/ ,�'� . ?" '. %T�i' TORE 5 STOR N 5 G �! ( -/ / /Nv= 49. 2 IZ a U '--A .i-7 ,' `:L TIC, �+7 S(FOUND.) ,FOU D. 4"P/v so STORE ---- B. ( 7 D11 # IO ST OUND.) — ' /NV �9.Ot� ' k RE E # 4'9 v � s� Ly )CL EANOUT 40AA4 STO STOR O z� 4 .(FOUND.) S-`ORE 9 (FOU � /NV=49 K O O C� 0' 4 Slk �1✓=46 I FOUND /NVs 49� 4 P✓G G/LO/ 2 /N�: c C y A /o pi.ANT RV /NV:46.80 00 p /N o � /' 7r pLA /n/v° 49 ,gNrER =49 4`R O ¢9 9 h 1 /� / rk��V- 45 q /000 OAL. SEPT/C TANK 4•PV C. wv PL NTER 4 BJ /NV= A0 t 50 So S wq� olw R'50 // - ---.� t 4 9.00 /N✓'�47 -p PRECAST CONC. j o b cv - h LEACI-/. 0/T I C P b 9 o S 9. / 50 �4- `, [� cl�i' �?' /i /�'''� \ EFF. DIA. = /2 6 ,, /IVV' gc14 4 s- I EFF DEPTH' e �- \� - \ �' 4J ICU' ��� ! - 5, ,j' , • � IS .5. \ A 56 7 (y o .o Z9 R5 O i S g,. 17� //y \ G/z7ve/ S '/ •' 5 49 v } \ � RIM - _ / -- 2Z lb g g N o� e i S0 5�"R.I/.C \ '( 48/.VV= 475Z / �/ tp S�OL c2' tQ A. Nam_ 8 lj9 RE Lq� 7 50.5 5v - w.G. Rl". .7t� \ S / �9 /us Os Z / R O ACMI/'� O: •� __ I / � _ AREA 19 3° �_r PLSN GF � : CE'SS 00/ /✓/.75! WGS;'3 G o�.6. �,/ R'.!p• � / � � / o R0�3r'.RT Syc\ s goo 1 So 0 3, 9 4 3 o% _ 5 �9_ R/M 50.Zd ,9 / R/M a 50• s ,ht / O, \ c� t s S- Z C9 = z L y�,l �I G U 5 ! S o5� R/M 50.00 3 O.-� 5 �, / �P/M SO6r� R // \ 4y T / a �l 6 �. h z 7 rug.z+�s� , ' � S1 01 U ,Ltt1J3.AD 1 f 2 L / `_ '_, �Fc ,. ��``� . .t / W �ti h 6 N_ �� 5/ b h �\ A(8•f -o- �v 7 /ODO L. EPT/C TANK \.cf �Y 0IS QP ' �?` L Fj' ,c• T' I 'z /NV =479/ `' t who os i o G G �� / c• 2O, 20 h Y i 66 22 S �- I s ���� *'`�/1 t� / 5 E 5, s 50 6../vo1 5 �o. �._ SITE PLAN / // / Si / 7 ` 2�'' h'o y m ZO PRECAST COAL. ` _ / LEACN. P/T IN CENTERVILLE / i _� • EFF D/A. =/4" BARNSTABLE , MASS. 6''/`1o//Y h` � EFF. DEPTH = 4' I ti° � //vV- 4r7Q 2U� s.F �EACN. .4,QEA SURVEYED FOR / 51- :, ,z" ,vo 1y b �: . C. R. REALTY TRUST / ��, s s� \ S/ SCALE: I" = 20` MARCH 26, 1974 5i 80 0 5i 3 VVOC - � lT -� - oq��/N� ��' J= tibbetts engineering corp. � im//y o 9 9 P 5 2 5 2 53 szs '� 5� so;7 JJ� Cape Cod Division Office s! tec RELOCATE BLDG. w / h 5 5 '�_ 4' H Massachusetts ` �'- Hyannis , .SEC'S �'�=O•' t i- 76 Sfoc/E-00% Woo / Fei/C� �•' `fl ��"' ' I I 1 /O 24 9 �� Of \ 52 REV/.5/oA/ 1 : 5-16-74 - !QO✓,sE 5/ZE OF SNJALG 9FL-1Z I IS ca 9'-0' / t� i• 5i 1>' ' �, /'� ;r �� _ 8C.B. (fd.) - ZO SPC , ti °� - - 2 REVISION 2-5 29-74 , REV/.SE SEWER D/.5POSAIL SYSTEM .%0 P / 74'- g 0 a k 4 ,e 50' 5 50 �_�- 5¢ 5S FOR OFF/CE 6LD3 10,57CRE 5 509. 3 ss 5/S__ ---"'-_� — - yr T 3 �cvG� fer w4y 5S /o �C�E/ f � - `3 S - 0 - 2 5 W s /�i�� - ---�� - ----- 52 _�- s� s9 `9 ssGo �2 s3 - fov�c/ (/Yoder .,� �• o�./n� T --/Oh U/-�� v /veal VYof�r 5i B e riri .� e% P -- � c/. B/ r` 5/ — e9 CO fd.) 5z /oi�e � 6 f�ii/� /2 f%�Je - T sue' S �S 50 `- _r 5� ¢„�i.>e /O'Dok 6 f�i//e 7- - 5� 4 / ' s� ,� ovs 7. T dye ,y y J/f//� y23 ` ---•. i/1' --' �cvec/ 61/c.7".er�cry h - Elect �b/2 333 s� A - c, BENCH MARK � `. ..,�•. _ 5 /tc/�y'/�/ v: s4 1 A/Q>e r �`-��' Over h e a 3 ,B /O TC - �E/csc7` fro% 333`86 ' 5 3y _ TOP OF WEST H EADBOL O N H o{' -- ELEV. = 53.80 M. S. L. 46 �d e 5j/9 — 3' VV. G, fGved l�Yp"`erway �'¢ 5/ W °E - 6 53 w _ / !/t/oter h'yc% Qverheod E/e-cfr±'� E - ��_/ec� f'a/e 3 33/8 8 — �/ecf Vole Y -_ Vent Final Locatation to be Determined at Time of Installation so TR as to be as Inconspicuous as Possible FIRST FLOOR SLAB EL. 52.00' F.G. EL. 51.40 co F.G. EL. 5 0.7 RE PLUMB TO See Note 6 (typ.) SEPARATE CAST IRON 3REASE 'LINES FOR THE FIRST TEN FEET FROM BUILDING EL. 49.00 Flow Equilizers As Required Installer To VIVA Confirm Prior _--EL 47 30 rt a T of 9 PFrodudiogg 47.7 Top EL. 4 7.00 To Any Work 1500 Gallon 46.50 -Box H-20 4:7 53 �7�05 f'A TION MAP: 1500 Gallon -20 \LL� 46.3 LO%.Ifl PERMIT NO. 2 Compartment H-20 H - 1"=2,000±' 2006-444 Grease Trap 1 2 Compartment EL. 46.0 Leaching Septic Tank Chamber Provide inlet Tee H-20 ASSESSORS REF: Bot. EL. 44.00 ZONE: M 9 Baffle, or Sp/0:3h Plate As Required HE Map 209, Parcel 013 0 1 0 101 If Encountered Remove & Replace All Uns itoble Soils Within 5' of \nl' _J LO 6, 10 1 [00- -0 tlo_ 10' The Outer Perimeter of The System 40,000 SF 0 Frontage (min) 20' Bedding,"T"s, & Baffels Min. as Per Title 5 10' Min. Slob El. 41.5 TH-I Width (min) 160' Setbacks: OVERLAY DISTRICT 20' Min. - Foundation EL. 30.0 Front 60' Southerl? Estimated High Groundwater AP - Aquifer Protection District ass Tel Per T.O.B., Groundwater Maps Side 30' Estuarine Watershed er_n Rear 20' DEVELOPED PROFILE OF GUEST HOUSE SYSTEM 117 As Shown on Plan dated March 10, 2 8 81 FLOOD ZONE: 0 NOT TO SCALE 0 PERMIT-NO.- 0 - 0 Zone C 0 Thf-1 2011-285 Community Panel No. 0 0 PERMIT NO. 0 OH - #250001 0005 C 0 - TH- 1994-567 August 19, 1985 0 DESIGN DATA OH 0 HW 0 Super Market Approx.Design Flow PERMIT NO. E T 0 G VARIANCE 97 GPD/1,000 S.F. Finish Grade 2005-376 EDGE 0 S GAS Over the Counter Variance 4000 SF*(97/1000)=388 GPD Required: --lij- SAS 3'Deep ILL Ll t I=Lffr .......... n 6 Max. Iff R__." 11 rF----1 11 r- 1 9 GAS Requesting:3.7±'Deep Existing Septic Permit Daily Flow GAS G Per Permit 89-279=392.7 GPD Min Compacted Fill Filter Fabric E3.M.-F.F. Total Design Flow--392.7 GPD Andlor EL. 52.00 0 118 11 - 011 � Pea Stdn,6 411 _T1 70 -_c Existing 1,000 Gallon To Be Removed 3 314" - 1, #1648 GREASE TRAP q' LEACHING< (Set too High) Double Washed > >�-_! � > C" DUNKIN 0 U) ---A QT1 Proposed 2 Compartment 1500 Gallon Tank CHAMBER tone 0 > (-n �5 C) DONUTS 70 0 t") First Compartment 1000 Gallons O M > > M(51 4- Second Compartment 500 Gallons > #1664-70 S :2 _4' - 10" C) > E GYM EXPRESS 0 -A - (0 -< 12'-10 > THE r- M (_0 'N(O SEPTIC TANK (FORM CVS) 392.7 GPD #1672 ------- --- Existing 1,000 Gallon Tank To Be Removed UNITED STATES .. ........ ............ Nb 0.3 Proposed 1500 Gallon,2 Compartment Tank CROSS SECTION OF CHAMBER pOST OFFICE First Compartment 1000 Gallons,Seconds 500 Gallons 0.0 NOT TO SCALE W LEACHING AREA 0.8 392.7 GPD/0.74(LTAR)=530.67 SF Required 0 � Sidewall= 1282)2 + 52)2 = 2STW J . Bottom Area 12.83*33.5=429.8 SF 30.55 ' W 0.0 615.12 SF Total Provided CP R) ........... ......... ....... .................. 4y .........LEACHING ---------- CHAMBER DESIGN W All Pipes to be Schedule 40. Use LOT AREA 4. 6 A CRES+ I 3-500 Gal.Chambers in a PERMIT NO. Double Washed Stone Field as Shown. 2006-080 3,5/ C� 12.83 0 ............ Existing S�vstem SOIL ABSORBTION SYSTEM to be Aboidoned or Removed J C9 /, Q��' NOT TO SCALE GP SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). PERC TEST: 10,287 2.The Contractor is Required to Secure Appropriate Permits From Town PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING Agencies For Construction Defined by This Plan. SOIL EVALUATOR NO.2376 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE Ao Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to SEPTEMBER 30,2004 Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance PERMIT NO. With 248 CMR 1.00-7.00&310 CMR 15.00. TEST I ST HOLE, . - I EL.51.5 4.A Minimum of 9"of Cover is Required for All Components. tiF 2008-457 ........... ........... .......... ... .I...... ......... .......... 5.All Structures Buried Three Feet or More or Subject .......... ...... ....... ................. .. . . ....... ............... ................ ............... ............ to Vehicular Traffic to be H-20 Loading.It is the Engineer's .................... 50.8 ........... .......... Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Grade in Driveway, EL.L0,Wl ............. (Grease Trap&Septic Tank Inlet,Outlet&Compartment Wall&Outlet 49.5 Edcje of Pave D-Box and One Leaching Chamber)or to Within 6"of Finished Grade ........... 1_Q BIit ...... .... ... ................. Barnstable Outside of Driveway. ................. Town Of 47.5 7.Septic System to be Installed in Accordance With 310 CMR 15.00& :E idewalk Easement C LAYER I OYR 5/4 5' S - ----- 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable YELLOWISH BROWN Board of Health Regulations. COARSE SAND 48" 47.5 9.63� 8.All Piping to be Sch.40 PVC. PERC TEST \A OF P,1;4 25 GALLONS IN<15 MIN. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 12o,11 PERC RATE<2 MIN/1N(LTAR=0.74)141.5 S86-502511W OHN C, Sump of 6". NO GROUNDWATER ENCOUNTERED 10.The Separation Distance Between the Septic Tank Inlets and IVIL Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend T28 ' 48168 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14"EL.51.5TEST HOLE-2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. ............ ......... .................. TROAD ANK,Ax cis ...................... .... ...... ....... ...... .......... . ........ LMO H 50.8 GHWAY 9" .............. A TE H1 WIDE ST .............. 80 ;nWl ............................................... 49.5 NOTES: PREPARED FOR: PREPARED BY: T/TL E. ............ ..................... ELLOW:: ............ .......................... 48:" 47.5 Site n Pla C LAYER IOYR 514 Tedeschi Food Shop Sullivan Engineering, Inc. YELLOWISH BROWN nCOARSESAND PO Box 659 SQQluptic Repair Osterville, MA 02655 120"1 141.5 (508)428-3344 (508)428-9617 faX At I NO GROUNDWATER ENCOUNTERED I 1638 Falmouth Road SITE PASSED 30 0 15 30 60 120 Draft- CTR Barnstabley (Centerville) mass. Review: JOD DATE: SCALE. U) September 16, 2013 1 30' Pro c t: 330022 Tedesch i 1620/1630 Falmouth Road Centerville A=209-013 4 5 M EAD® Na 24=WR UPC IM4 smead wm • blade to USA FMARCELRENE st. 1947 ESTATE MANAGEMENT S TA Tel:508-775-0079 OYANT Fax: 508-778-5688ASURER Res:508-420-0288ee Road poyant1 @verizon.net02632 from the desk of. . . Marcel Rene Poy. ant 10/30/18 TO: Tom Mckean Barnstable Board of Health RE: Tight Tank Innovations 1650 Falmouth Road, Centerville Per your request, I am enclosing the signed Compliance Certification Form for Innovationsat the Centerville Shopping Center. Thank you for your cooperation. i n I Massachusetts Department of Environmental Protection Industrial Wastewater Holding Tank Compliance Certification Form (WP 56) DEP Facilittyy Name edFacilitylDor me B. Industrial Wastewater and Holding Tank Information (Cont.) 3. Holding Tank ID (If any): 4. Holding Tank Installation Date: (MM/DD/YYYY) 5. Tank Type(Check one box only): a. ❑ Above-ground b. ® In-ground 6. Tank Construction Material a. ❑ Steel (Check appropriate box(es) or specify): b. ® Concrete c. ❑ Fiberglass d. ❑ Plastic e. ❑ Other(s) (Please describe below) Describe construction material 7. Tank Capacity a. ® Less than 3,000 gallons (Check one box only): b. ❑ 3,000 gallons or more B-I. Compliance Information Section-1 General 101 Do you discharge industrial wastewater to ❑ yes—you must cease discharging and a septic system, leaching field, or complete a Return to Compliance Plan cesspool? ® no 102 Do you discharge industrial wastewater to ❑ yes—you must cease discharging and a storm drain or to the ground without a complete a Return to Compliance Plan surface water or groundwater discharge permit? ® no 103 Is the discharge of your industrial ❑ yes— I have checked with DEP and I am wastewater to a municipal sewer system aware of the restrictions that may apply to feasible? my facility (if your answer is yes to this question, you need to check with DEP for restrictions ® no that may apply to your facility before completing this certification) f Massachusetts Department of Environmental Protection Industrial Wastewater Holding Tank DEP Assigned Facility ID or Compliance Certification Form (WP 56) Facility Name B-I. Compliance Information (Cont.) 104 Is your facility located in the Zone I or ❑ yes— I have checked with DEP and I am Zone A of a drinking water supply area? aware of the restrictions that may apply to (if your answer is yes to this question, you my facility need to check with DEP for restrictions that may apply to your facility before ® no completing this certification) 105 Is this certification for an above-ground ❑ yes holding tank? ® no-skip to question 301 Section-2 Above-Ground Holding Tank 201 Is this above-ground holding tank ❑ yes constructed or lined with material compatible with your industrial ❑ no-submit a Return to Compliance Plan wastewater? 202 Is this above-ground holding tank remotely ❑ yes filled or automatically filled? ❑ no-skip to question 203 202a Have you provided an appropriate ❑ yes audio and light alarm system for this above-ground holding tank? ❑ no-submit a Return to Compliance Plan 203 Have you provided appropriate spill ❑ yes containment for this above-ground holding tank? ❑ no-submit a Return to Compliance Plan 204 Have you provided "Non-Hazardous ❑ yes Industrial Wastewater' labels for this above-ground holding tank? ❑ no -submit a Return to Compliance Plan 205 Was this above-ground holding tank both ❑ yes installed after November 15, 2002 and fabricated on site? ❑ no -skip to question 401 Massachusetts Department of Environmental Protection Industrial Wastewater Holding Tank DEP Assigned Facility ID or Compliance Certification Form (WP 56) Facility Name B-I. Compliance Information (Cont.) 205a Was this above-ground holding ❑ yes —skip to question 401 tank constructed in accordance with engineering plans that were ❑ no—submit a Return to Compliance Plan stamped and signed by a and skip to question 401 Massachusetts Registered Professional Engineer? Section-3 In-Ground Holding Tank 301 Is this in-ground holding tank constructed ® yes or lined with material compatible with your industrial wastewater? ❑ no -submit a Return to Compliance Plan 302 Is the capacity of this in-ground holding ® yes tank greater than 500% of the average daily flow? ❑ no- submit a Return to Compliance Plan 303 Have you provided an appropriate audio ® yes and light alarm system for this in-ground holding tank? ❑ no-submit a Return to Compliance Plan 304 Have you provided "Non-Hazardous ® yes Industrial Wastewater" labels or signs for this in-ground holding tank? ❑ no- submit a Return to Compliance Plan 305 Was this in-ground holding tank installed ❑ yes before November 15, 2002? ® no-skip to question 306 305a Was this in-ground holding tank ❑ yes - skip to question 401 constructed in accordance with engineering plans that were ❑ no stamped and signed by a Massachusetts Registered Professional Engineer? .....CC.d—4 N!N 7 o ne A of f: Massachusetts Department of Environmental Protection Ll Industrial Wastewater Holding Tank DEP Assigned Facility ID or Compliance Certification Form (WP 56) Facility Name B-I. Compliance Information (Cont.) 305b Will you (or did you) obtain an ❑ yes -skip to question 401 integrity assessment by November 15, 2003, which will be ❑ no-submit a Return to Compliance Plan prepared by a Massachusetts and skip to question 401 Registered Professional Engineer,. for this in-ground holding tank? 306 Was this in-ground holding tank ® yes constructed in accordance with engineering plans that were stamped and ❑ no-submit a Return to Compliance Plan signed by a Massachusetts Registered Professional Engineer? 307 Have you provided an appropriate ® yes secondary containment for this in-ground holding tank? ❑ no -submit a Return to Compliance Plan Section-4 Record Keeping 401 Do you maintain all holding tank ® yes construction and installation records (including all applicable permits) at the ❑ no-submit a Return to Compliance Plan facility? 402 Do you keep and maintain the appropriate ® yes operating records, including wastewater shipment, ultimate destination, and hauler ❑ no -submit a Return to Compliance Plan information at the facility? ...n GC A--4 Mf%47 0-r.of R Massachusetts Department of Environmental Protection Industrial Wastewater Holding Tank DEP Assigned Facility ID or Compliance Certification Form (WP 56) Facility Name C. Certification Statement (Note: Complete all required Return to Compliance Plan forms before signing this statement) Deanna M. Teal „I Norma H. Atkinson attest under the pains and penalties of perjury: (Name of responsible official) (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification statement; (ii) that, based on my inquiry of those individuals responsible for obtaining the information, the information contained in this submittal is to the best of my knowledge, true, accurate, and complete; (iii) that systems to maintain compliance are in place at the facility and will be maintained even if processes or operating procedures are changed; and (iv) that I am fully authorized to make this attestation on behalf of this facility. I am aware that there are significant penalties including, but not limited to, possible fines and imprisonment for willfully submitting false, inaccurate, or incomplete information." Deanna M. Teal, Partner October 26, 2018 Signature 1 Date(MM/DD/YYYY) rinted Title Norma H. ATkinson,Partner October 26, 2018 Source of Signatory Authority (Check appropriate box): 1. If a Corporation: a. ❑ President b. ❑ Secretary c. ❑ Treasurer d. .❑ Vice President(if authorized by corporate vote) e. ❑ Representative of the above(if authorized by corporate vote and if responsible for overall operation of the facility) 2. If a Partnership: ® General Partner 3. If a Sole Proprietorship: ❑ Proprietor 4. If an Institution: ❑ Principal Executive Officer 5. If a Municipality or a Public Agency: a. ❑ Principal Executive Officer b. ❑ Ranking Elected Official (Empowered to enter into contracts on behalf of the municipality or public agency) wnSF;rinr.1/2017 Paae 6 of 6 'f�s 4{t S .J N C xart a rrm.l LOCATION MAP: ZONE: ASSESSORS REF.: ti w.000 Sr T t°?° OVERLAYDISTRICT: 88�9889BB DEVELOPED PROFILE OF ° gwrn,P . oatrmt INDUSTRIAL WASTEWATER HOLDING TANK A.sna.nxrot en�e .atno°a. aao.3a' .n emoe ua.m to.3ooe FLOOD ZONE: —� sa„Aa, m .�,. , NOT TO SCALE c�Kzsuaoi oaos c� �,.,xa'�Omrei": -Alt Au9uat 9,t995 .-a Sur 1e - -� HdO nq emM IN:SIGYI),\T,\ ' _ =tea -� InrWetrinl WnNieovrcr llulrlinv'1'vnk 9 .M.53.p0 v suru.tw.•iuxriw�u.•co.ro va•m fl_ $o aR Gnu,I grA tc� 4 oavurs mf G� m I `1.->0 O PII�65iA1E5 �9 ro" J Imlu.mnl wakw.mr HulArrc r�G u.,tea �.' LOT AREA = 4.6 ACRESt A lr.w.,r.emin�nbrw Memrr.ewm ema-aa> \ ra.aennnev.maee.verw Ma.�e®c• .v Po�p+r r.rrHr '9� I n 01'E 9F�AL— UTHa mR AD A.K.A. ROUTE 28 — —_ caQ.'• IVI gp' WIDE STATE HIGHWAY RAFT NO3E9: PREPARED r PREPn RY: artE: Site Plan Proposed " Marcel R. Poyont -- -- IndusWal Washweate/�r/�Holding Tank 20F Camp Opechee Road EuginCCnngB AT Centerville, MA 02632 Sullivan eunea►emgmc 1644, 1646A�650,�R22,, 1654,&16M oonwaw.nras.ana b.a a.rm. v .awn.n.as.aw•.w..r.�s•�wmm Bamstable. Mass. W PS N]E' "A" I seta° November 20, 2017 1"= 30' r ACME PRECAST CO . INC . PLANT ADDRESS; 590 THOMAS B. LANDERS ROAD, WEST FALMOUTH, MA. 02636 MAILING ADDRESS; P.O. BOX 2034, TEATICKET , MA. 02536 PHONE (508) 548-9607 FAX (508) 548-1664 TOLL FREE 1-800-560-9949 ACME PRECAST STANDARD DESIGN 7' -2" 13' 7' H-20 PRECAST NON - HAZARDOUS INDUSTRIAL WASTWATER HOLDING TANK 1500 GALLON CAPACITY OURR TANK IS RM 250D GALLON TANS( IMEt TANK IS H-101500 GAWDN MONOLITHC NHWWHT 152 PAGE# 1 ACME PRECAST CO . INC . PLANT ADDRESS; 590 THOMAS B. LANDERS RD. WEST FALMOUTH MA. 02536 MAILING ADDERSS P.O. BOX 2034 TEATICKET MA. 02536 PHONE (508)-548-9607 FAX(508)-548-1664 TOLL FREE 1-800-560-9949 H-20 PRECAST NON - HAZARDOUS 1500 GALLON INDUSTRIAL 13' -I WASTWATER HOLDING TANK 10" OUTER TANK IS H-20 2500 GALLON I I 2" P.V.C. COUPLING CAST IN II I I 2" INNER TANK IS H-10 1500 MONOLITHIC TOP FOR ELE. CONDUIT I I 4„ ACME PRECAST STANDARD DESIGN I I This end has (1) - 24" access hole With (1) - 24" x 6" riser L L I LL_ 30" CLEAR OPENING --JI I I 2" And (1) -6" cast-iron cover 2" CLOSED BOOT This end has ( 1 ) - 3 0 '' a c c e s s h o le FOR CONDUIT 4" - 6" BOOT 1' W ith (1 ) - 3 0 ''x 6 '' r i s e r a n d ( 1 ) - 6 '' c a s t-it o n P.ss C o v e r 4" BOOT FOR VENT ---— 4„ I 6-4 1/2" 11•.I 2" CLOSED BOOT I ---------- I I I 4'-10" --- II 5'-1 1/2" I I I I I 6" BOOT I 4" CAST-A-SEAL I I III III 4" BOOT III 6" 1 L I —=J 6" 13' 1.47' NHWWHT 152 SPECIFICATIONS PAGE# 2 CONCRETE MINIMUM STRENGTH: 5,000 p.s.i. @ 28 DAYS 310 CMR 15.228:(1) Septic tanks shall be installed level and true to STEEL REINFORCEMENT: ASTM - A-615 - 68, GRADE 60 grade on a level stable base that has been mechanically compacted DESIGN LOADING: STANDARD UNITS: AASHO- H-20 and on to which six inches of crushed stone has been placed. 71 ACME PRECAST CO . INC . m PLANT ADDRESS; 690 THOMAS B. LANDERS RD. WEST FALMOUTH MA. 02536 MAILING ADDERSS P.O. BOX 2034 TEATICKET MA. 02536 PHONE (508)-548-9607 FAX(508)-548-1664 TOLL FREE 1-800-560-9949 H=10 1500 GALLON MONOLITHIC INNER TANK 10'-101, 1' NOTE: 1'-lift 1500 GALLON TANK HAS (1) —4"- 6" INLET MULTI BOOT 5'-8" l'-6 1/2" (1) —4" VENT PIPE BOOT (1) — 2" P.V.C. COLLER CAST ON TOP TOP VIEW FOR FLOAT SYSTEM CONN. , (6) —TOTAL 12" X 6" "POLYLOK" RISERS AND (2) — "POLYLOK" RISER LIDS. 2" P.V.C. COUPLING CAST IN TOP FOR ELE. CONDUIT 1 12" DIAMETER "POLYLOK" RISERS AND LIDS. VENT BOOT 4" /6" BOOT 4" \E3 8'-3 1/2" I lift 4'-1" 5'-8" I I I I 4'-3 1/2" . I I I I 4" 10'-10" ACME PRECAST STANDARD DESIGN SPECIFICATIONS Page 3 CONCRETE MINIMUM STRENGTH: 5,000 p.s.i. @ 28 DAYS 310 CMR 15.228:(1) Septic tanks shall be installed level and true to STEEL REINFORCEMENT: ASTM - A-615 - 68, GRADE 60 grade on a level stable base that has been mechanically compacted DESIGN LOADING: STANDARD UNITS: AASHO- H-20 and on to which six inches of crushed stone has been placed. E A T CO . INC ACME PR C S PLANT ADDRESS; 590 THOMAS B. LANDERS RD.WEST FALMOUTH MA. 02536 MAILING ADDERSS P.O. BOX 2034 TEATICKET MA. 02536 PHONE (508)-548-9607 FAX (508)-548-1664 TOLL FREE 1-800-560-9949 H=20 PRECAST 2500 GALLON OUTTER TANK 13 _I I NOTE: H-20 2500 GALLON TX 13' TANK COVERS MOVED TO ALIGN WITH INNER •—� 1500 GALLON TANK. AND (3) - BOOTS ALSO ALIGNED WITH INNER 1500 GALLON TANK. 2'-4 1/2" 2'-6" 2" CLOSED CONDUIT BOOT 4" —6" MULTI BOOT NOTE: OUTER TANK ONLY 4"VENT BOOT 811 3-2 3/4" ---- ------- ----- 5'-11/2" II 6-3 1/4" I4'-11" FOR 4" BOOT I 7,-2„ I 3-63/4" I I 4'-10" FOR 6" BOOTI NOTE: 3'-11 1/4"I _I 1920 GALLON CONTAINMENT I ( 6"--� 6" @ 42" LIQUID LEVEL L ---- -------J L- -----� 13' 7' ACME PRECAST STANDARD DESIGN SPECIFICATIONS Page 4 CONCRETE MINIMUM STRENGTH: 5,000 p.s.i. @ 28 DAYS 310 CMR 15.228:(1) Septic tanks shall be installed level and true to STEEL REINFORCEMENT: ASTM - A-615 - 68, GRADE 60 grade on a level stable base that has been mechanically compacted DESIGN LOADING: STANDARD UNITS: AASHO- H-20 and on to which six inches of crushed stone has been placed. ACME PRECAST STANDARD DESIGN FLOAT SYSTEM DRAWING TYPICAL AND MAY VERY IN FIELD INSTALLATION NOTE: P.V.0 FITTINGS NESSARY FOR INSIDE OF OUTER TANK TO INNER TANK SUPPLIED (1 ) - 4 " P .V .C . TEE AND 4 ' of 4 " P .V .C . 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For Your Information: Business certificates(cost$40.00.for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. t FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is Take the completed form to the Town Clerk's Office, 1s required by law. DATE: T " Fill in please: y ,;;, "'•'�`"S'��4';' °' APPLICANT'S YOUR NAME/S: BUSINESS YOUR HDME ADDRES 7 V ' `'! d h It sYYsi� TELEPHONE # Home Telephone Number i�'aL•Y,Ia:u�i:�t:.tjd E I N .. NAME OF CORPORATION:NAME OP NEW BUSINESS TYPE OF BUSINESS !mac' '�"� IS THIS A HOME OCCUPATION? YES ND ADDRESS OF BUSINESS: 6 2 — AP/PARCEL NUMBERr�20 (Assessing) (P fib f'A�/��� ' ''` When starting anew business t ere are several thing you must do in order to be in compliance with the rules and,regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth' Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO ER'S OFFICE This individ al h e n i Pe an pe it require ents hat pertain to this type of business. u hori ed i n * , COMMENTS 2. BOARD OF HEALTH ' C�p/�) �� 7— �� This individual has been informed" a ermit requirements that pertain to this type of business. �JiC Authorized ibneture** ASS COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type-of business. Authorized Signature* COMMENTS: YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 yearsl. A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. p . (_ t DATE: L► i Fill in please: Yariz x a of APPLICANT'S YOUR NAME/S: �- ` BrUSINESS YOUR HOME ADDRESS: % � Li�q` � AAA oZ I z T PHONE # Home Telephone Number Q y — -4 9 4 % 0 NAME OF CORPORATION: NAME OF NEW BUSINESS R V\ TYPE OF BUSINESS - o 'Wv'r.L IS THIS A HOME OCCUPATION? YES NOE D� _ D f ADDRESS OF BUSINESS. mo a i'kMAP/PARCEL NUMBER (Assessing) (VVJ� b 32 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 20O Main St. - (corner of Yarmouth ' Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMA SlO R'S OFFICE This individua h e info m ,of y er it requirements that pertain to this type of business. I'll 6— I Authorized Signature** COMMENTS: �t C V -, Cr.�l "� OC t`t� ( i /-�• ! i 2. BOARD OF HEALTH L�%��4 �T• �f-7� T 77- This individual has been informed 1 rmit recLuirements that pertain to this type of business. Aythorize. Signature* COMMENTS:" (. S�f -�2. /2 MY 4sSCc qe- 42Lr'gLt- (gQO�I'Ga:6� 3. CONSUMER AFFAI (LICENSIN(?AUTHORITY) This individual h ;9rr Vf of licensing requirements that pertain to this type of business. COMMENTS: t Commonwealth of Massachusetts TTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owners Name information is Centerville required for every .,,Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. Capewide Enterprises ,Q Company Name 153 Commercial St. Company Address Mashpee Ma. 02649 City/Town State Zip Code 508-477-8877 SI 4522 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection Was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 10/4/2011 Inspectors Signature Date Tt e,system inspector shall submit a copy of this inspection report to the Approving Authority(Board of`Health or DEP)within 30 days of completing this inspection. If the system is a shared system or ►� has°adesign flow of 10,000 gpd or greater, the inspector and the system owner shall submit the repoifto the appropriate regional office of the DEP. The original should be sent to the system owner 3;; w- and copies sent to the buyer, if applicable, and the approving authority. p by ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. f` t5ins•17110 Tide 5 Official Inspection Forth:Subsurface Sewag isposal System•Page 1 of 1.t r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments lug 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. City1rown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): l5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts ugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cunt.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11110 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments re yt 1663 Falmouth Rd. ( Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: *"This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y day flow t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 qi i Commonwealth of Massachusetts Titie 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments rt 1663 Falmouth Rd. ( Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts uTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owners Name information is required for every Centerville Ma 02632 10/4/2011 page. Citylrown State Zip Code Date of Inspection C. Checklist _Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) (310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): t5ins•11110 Tide 5 Official inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 't 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Date Commerciallindustrial Flow Conditions: Type of Establishment: Retail and Food buisnesses 1815 Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 58 seats and 10100 sq ft Grease trap present? ® Yes ❑ No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: t5ins-11/10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments e 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owners Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: current Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a.copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of W Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. ( Centerville Plaza) Property Address First Property Mgmt. Owner Ownets Name information is required for every Centerville Ma 02632 10/4/2011 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: s.a.s repaired in 2006 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3 feet Material of construction: ® cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+feet Comments(on condition of joints, venting, evidence of leakage, etc.): Joints ok, no leakage, vented through leaching chambers Septic Tank(locate on site plan): Depth below grade: 2.5 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 5000 gallons Sludge depth: 10" . ,ins,11,10 Tice 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 L Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle 4' Scum thickness 6" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers and took measurements Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank does not need to be cleaned now but should be done soon and again every 1 year as maintenance. Water level was ok, tank was not leaking and was structurally sound. Outlet baffle was intact and in good condition. Grease Trap(locate on site plan): Depth below grade: 2 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: 1000 gal and 1500 gal Scum thickness 3" 1'i Distance from top of scum to top of outlet tee or baffle 6" 7" Distance from bottom of scum to bottom of outlet tee or baffle 3' 3' Date of last pumping: unknown Date t5ins•.11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y� 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): grease traps need to be cleaned quarterly, inlet and outlet tee intact Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-11/10 Tide 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts lm�f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments "e 1663 Falmouth Rd. ( Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): System has 2 d-boxes, both are structurally sound and not leaking,water flow was even to all outlets. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: 4 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y< 1663 Falmouth Rd. ( Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 12 500 gallon ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): s.a.s was found to have approx 6"of standing water with no signs of past hydraulic overloading. Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 � Commonwealth of Massachusetts up Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 14 of 17 , - - e,pyw r. ' of N2 OpQSBp / L rr O CFgCN/NG C0p GgCC NgMB R/y . �- Ci c uP �<p ��-HtN`•�- `\ \PARK/ .r.., ''vp QF NG gRRA o.`, opo OErERM N D O To B�/PF �12 �8,®B �� I , QWNFRJ 13. 'Vail j,7 \ _ e Da 6�5 PRCy/NG CygMB4 S - Urt /SrCa N AGE pF P N1EN7- 1 � Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'f 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20+ feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater elevation was established by accessing Town of Barnstable groundwater contour maps Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1663 Falmouth Rd. (Centerville Plaza) Property Address First Property Mgmt. Owner Owner's Name information is required for every Centerville Ma 02632 10/4/2011 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 a No. OI .S i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppiitation for Misposal Opstem Construction 3permit Applicati or a Permit to Construct(� epair Upgrade( ) Abandon( ) ❑Complete System ividual Components Location Address or Lot No. i(d4A i(_A4 1 'o)1 6 S2 Owner's Name,Address,and Tel.No.y -T1 SS-00"7 1) i�tYi 41GS6 'FA OAOuT" �fl �GetAMe-4lLC6 M&MCEt_Q, ?0VAw T Assessor'sMap/Parcel zoq 01, 20V'Ca,wa9 fjQEC.HEC CC-N,tTe2Ytc.Lt✓ Install 's Name,Address,and Tel.No. ,?J'O o`f'zfA S r Designer's Name,Address,and Tel.No. *5 6-A2!8`,SA4 ��c� ���rfsq �.%s � �u�4.vqui✓aa6ilvice=.L�1r..16LML Type of Building: Cownw4,ea%At_F_C—,P,tt-$�'UrciauT�(`v'rhAL-[7r� Dwelling No.of Bedrooms Lot Size C� I�t G5 - Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 8>!50 gpd Design flow provided 85,q gpd Plan Date �U(7 U51� 2.3,2t>1 l Number of sheets \ OF ( Revision Date Title 5X Fes, % '?tLCwfY.i=0 See-t C. ZeeA.rr_@, i GAA ,4(o , 5Z> _ SZ SC1 Size of Septic Tank 10OD duo b S.-Or. Type of S.A.S. Description of Soil 8` Vt_G L_ e°- Z A" CO A-C'-5 G P->u n Z A�- U t' C6r�iZ5 l"sSAcr a vi �'a��r,�5 /Q_" i2:C" (2,o4.(Zs i9 I ABC P ti40 GCOL) Lo\,Ug._k_C-rZ G-Aa COUL TUT Nature of Repairs or Alterations(Answer when applicable) Ve PA%yL i L?G(ZAQ C Q S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H S' ed ��� Date Application Approved by Date a 3 11 Application Disapproved b Date for the following reasons I Permit No. d I ' ��� Date Issued ;�- r { r ,�•� A THE COMMOA EALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION ', TOWN OF BARNSTABLE, MASSACHUSETTS es 2pplication for bispoz 6pstem Construction Permit Application'or a Permit to Construct(� epair Upgrade( ) Abandon( ) ❑Complete System Mk t�"vidual Components Location Address or Lot No. 1(dg4 I CA(, t O l 6 S 2 Owner's Name,Add ss,and Tel.No.� '`�7 S 007 9 lio�-j 4 1(.SG FA�MU�ST1 Y�. 2�ti�cc. YW rti�Z�Gt_ 0— � 0'iA�,-X Assessor's Map/Parcel 20 9 01 S ? J 120 CE N' 1 I(L 1(-LC. Instal is Name,Address,and Tel.No. �J-O +fie'` s Designer's Name,Address,and Tel.No.. 8�2�i ew/ /�f-'o/fif 4i.- %o/i�G.<7'4 >-L-" V"l.,.l EhjC, , ,jCLL1A.1(_ ( "kc i� / ®147-On .�08-7t�•���0 7 Pik i2k..sr 2 %Zo r�t) ����1 L L(� Type of Building: �.ovAv,A L- ;?-t=:zi�L-�4�bEr�vrl c�1�-c>r-s� Dwelling No.of Bedrooms Lot Size G1 f�GS �sc� Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) U gpd~ Design flow provided SS"q gpd J Plan Date Au 6o�51 23 ,zd1( Number of sheets \ of Revision Date 9y Title St 7L..x,,A nUrC;6, :,-� SE :t Z ZeA,,C- 1 G A t ,4� So , 5 Z , 541 A Size of Septic Tank IwD ( ��u.y Type of S.A.S. Description of Soil ��L.l- u' Z � Sram,.t �> q- 4 Garti,�<,C 5AF� 7 �..Li=S lZL>- Cusi,'.S C �'J/��.k - A_lti G,zk:Jk ,�\,J k i cZ 1.:...n.1 Nature of Repairs or Alterations(Answer when applicable) 0 c SA cj Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Sig ed ,�J�a Date Application Approved by �! �_ Date O 3 Application Disapproved b Date for the following reasons ' Permit No. d d I �2kS�- Date Issued 3111 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(A) Upgraded( ) Abandoned( )by 4 .n..cx,�1i 1 oc.,7 �r►��Vr mil= at 6 A't t<5 q , (e C7 (-J�Z I $g 1 G has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2-01I'�pS dated / Installer Designer #bedrooms 'f 0 re r Approved design flow L� and The issuance of this permit shal'Y not be construed as a guarantee that the system ill fw ctib as igned. Date �t/ / l Inspector No. P 17 Fee l Uy-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at \(q.44 t 1(-A 1 D, 165 Z, 6 S9 4 1(.5b A u 0A yU ram. 1�7 L.�t,--eay I Le C and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must Pe completed within three years of the date of this permit. Date f Approved by �^ 10/10/2011 15:08 5084289617 ti LLIVAN LNU 1NU Town.of Barnstable Regulatory Services Thomas F.Geiler,Director ' NAM Public Health Division Thomas McKean,Director 200 Mokin Street, ByaanK MA 02601 Office: 508-862.4644 FOX 508-790-6I04 Date: Oct-to 0!a" Sewage Permit# �� Assessor's Map/Parcel Installer&Desiaaer Certification Form Designer: �� It, S"60*0m Installer: w Address: '� AACAWCA0060 Address: '�� t4*6 01 on AAS was issued a permit to install a (date (installer) CxM rWM w6 e septic system at t•54 �� *Vft based on a design drawn by (address) �Q"%V&$A dated At* 1 _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (to. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or. certified as-built by designer to follow. Stripout(if roq as inspected.and the soils were found satisfactory, \I�. raaw 's r Iw.2978'd (Designer's Signature) ( tamp an) PLEASE RETURN.10 IARNSTABL UBLIC MAIM DMSION. CE OF COMPLIANCE T BE ISSU S AS- MIT CARD AM RECEMD 1BY THR BARNS PUB C D N q:btlfce fonse�deaignarccrtstkaaan fonn.dot ta:C AD�h ( � z f 1650 (NOVA PONS r n ! #1652 ' HALL OIL BREAKA WA Y #1654 FEW THINGS #1656 FE'IN 'THINGS sm SASSY NAILS ' f!l #1660 t OCEANSIDE REALTY #1662 DOKING OPTICAL � O 77 w w Tn �rN� �uT MKM WWAT tuna r. / [9�,R7.bRA5 813:9T TTOZ/01/0I No., �i �l � Fee /'OQ,.49 t� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Bigonl gppgtemc Con!aruction Permit nAsNslor'(s a Permit to Construct( ) Repair(v<_Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components s or Lot No. 74'�"�����e Siio.oF'i!� Owner's Name,Address,and Tel.No. Parcel ®�n� 1 -41 Installer' Name,Address and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms - Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building,fOv�iy c�Cr'm No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �hP p ® �'�t/�/e���/' i� �6s �U�✓'r.27i �%!P_ �'�Lacl7�/o7G d�Ir'�iOlto� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board.of.Uealth. ned Date ... Application Approved Date -� 1( Application Disapproved by: Date for the following reasons Permit No. Date Issued T No. (mil! 7 Fee f0 eq..,B + THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS Yes Rpplication for Mi!gpogar i§pgtem Construction Permit Pi aPermit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components ss or Lot No.�P.r{e'r (�� ` � Owner's Name,Address,and Tel.No. \ /Parcel tS 0/ sOr 1 >11/ Installer's Name,Address,and Tel.No. Bald Designer's Name,Address and Tel.No. .� 5 .ryau 14 116S0 Type of Building: Dwelling No.of Bedrooms. Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building,�'p ow iyr�G�`b'/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4 r R Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) '7f 1:1 i i i f Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o ealth. Signed /""" v`—;- Date Application Approved y Date (c; '�J Application Disapproved by: Date for the following reasons Permit No. CIO Date Issued (0 t 1 a �-=• ————————————————————————————————————————-——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS � J Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( bl<Upgraded ( ) Abandoned( )by at has been constructed in accordance r with the provisions of Title 5 and the f rDi'osspar ystem Construction Permit No. 1 (D dated Vr Installer ' Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be cp"nstrued as a guarantee that the system;will function as designed. " ! t Date Inspector 1 —V . --------------------------------------------- No. C) Fee/C)©. C? THE COMMONWEALTH OF MASSACHUSETTS W� PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS < 1i!5po!6al.,*pgtem Con!5truction Permit Permission is hereby granted to Construct ( ) Repair (Upgrade ( ) Abandon System located at Z6SD 2T- a SS K14 A,17M_U/ue /469/ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. _ Provided: Construction must be completed within three years of the date;d this-permit.~ Date tf J t '� t, Approved`by t 4' JC VGA:", � X/�89) No. � ��'��J/�L1'C✓�,.�-" . Fee HE COMMONWEALTH OF MASSA H Entered in computer: C USETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes a�AL apphcation for VsposaY gyp.stemCoastruttiott 3pertnit (Application for a Permit to Construct( ) Repair Upgrade( ) �bandon( ) ❑Complete System ❑Individual Components �01 Location Address or Lot No E 2�l 6'�o F� U 1-t Qrp Owner's Name,Ad ess and Tel.No.�-775-COTZ 9 tMAe N 0`lii(vT /� Assessor's Map/Parcel 209 CA3 �� t' � 210"CAR C) aG EE e l:C—.,j--ee j,cti:.- Installer's Name,Address,and Tel.No.J 4SM X09 4-L illm esigner's Name,Address,and Tel.No. �e,4,Z8 S3A,4 (v2�tJa1c�l5aP1 'L QC—i�QSUL-1.►tIXr-L .> IPA �+D Type of Building: / 2c.�G Dwelling No.of Bedrooms R`A Lot Size A o�O —sty Garbage Grinder A Other Type of Building FF10E No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 6 2-7 gpd Plan Date O LT 22� 20C�_Number of sheets � Revision Date Title J 1 T� JIV ?2APOS tU7 SAP R C `�20� `(0 30 i—,4i_1 0t OL 1X--t1 Q _ Size of Septic Tank � n Type of S.A.S. °�-'A S®r L.C—AC t4�vU 6 GALL&( Description of Soil 0-6 °4=1 LL fz,7— L 4" A L ;�,awJdy COO,2.SG SA,N 0 2A v - SANS 4- \Zt> gyu c c 6. Nature of Repairs or Alterations(Answer when applicable) 1 tJ46 k A Z C2 l COMP tk+,MQ-,J 1DOy f 1S 6O 9u1!`Yt `4,Ak-S 0-10 J)6-9 H-za f (o) moo y�Gr��, °C v&C e-L° c�,� s c��'�L i '/z ,rVAI V-- -F A - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviromn al Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar Health. ed Date eo Application Approved by Date Application Disapproved y Date for the following reasons Permit No. Date Issued C. No. a s' i .+u;°- °` Fee HE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer: PUBLIC HEALTH DI 1.VISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' Yes �A�C, ftphraticu for Misposal *pstem Construction Permit C J rc�lApplication for a Permit to Construct( ) Repair y� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components ! Location Address or Lot No. (0 20l\65a��Lw�o U<T-t Q�� Owner's Name,Address, and Tel.No.556-T?'j-OOrj 9 �s ! tuALc�L• 1�C,��oY��vT Assessor's Map/Parcel 209 D\3 n i r r"' 1 lt Ec ev Qg Lc Installer's Name,Address,and Tel.No.` "� SOA Rtcl ,e i3l�txdie,2Designer's Name,Address,and Tel.No. �Q,-q�_' 0 �( �lvtwul-.�L 5.�,�t�C o �7 - 1 C M) Z Su LLB 04Q. .Y 1C.. Type of Building: {1v2C tQ�, Dwelling No.of Bedrooms N/A Lot Size A I G -sq- t- Garbage Grinder 4k Other Type of Building Fr=\C.0 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (i/(v gpd Design flow provided &27 gpd Plan Date O LT' 22. ZQQ Number of sheets Revision Date Title `J' t fayv �gDPQS�7 �'�P l C. 1 ZQ f \(.3G �/�L t-et ck� l �7 Size of Se tic Tank K od 2 CO uv.Pa2T t P i g— TYPeofS.A.S. fZ. J( �C?'� I—EPC.H<<y6 GAClC-�( Description of Soil (}`Y-/p� { 1/LPL Pam'- 2 mil'` - A - 4 C L �ca e jj N C.or�.(LS C,/�!y 2A -l8 w,? tv Pc_ [ nrk1(- SANf'7 ��i^3 \ZU� t_. LAyc- C �[ ( �Pwev) 11�AJSE SA�a c7 ILl C 3 NCJA 0-C ' "C c X-) Nature of Repairs or Alterations(Answer when applicable) 1 tiJ5 4-r t� Z DC3-q H-26 f* (//b) 4 vo :jr Date last inspected: Agreement: . . The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme.tal Code'and not to place the system in operation until a Certificate of Compliance has been issued by this BoakoHealth. nedl DateApplication Approved by Date Application Disapproved y Date for the following reasons Permit No. _ �'' GJ Date Issued I v -------------------------e------------------------------------------------------ :-�- ------------------=-------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired O Upgraded( ) Abandoned( at c.9 U -AL,M C)U 1 t-1 e-\D has been construc ed i( ac r with the provisions of Title 5 and the for Disposal System Construction Permit No. /) at d S// 71?00 1 Installer a 5-- i26crc 1S T'S��t j.cacafe 2 5-C 12 Designer Y-t'�e/t S,/''}U,/�I r(•l #bedrooms /j�!-� Approved design flow j C!2-7 gpd The issuance of this permit`shall not be construed as a guarantee that the system will,function'ass!designed. Date t C� l� Inspector No. / ) D Fee --. HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS t Misposal 6pstem Cons61uttion permit Permission is hereby granted to Construct( ) Repair A) Upgrade( ) Abandon( ) System located at 1(,,?�J 1 `�© �/l(.._M o(�iZA �D t_.� NA i�L\l1 L 1_G and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Jr-' � U,� Approved by /171NST4G L - f t , t 'Y To of Barnstable Regulatory Services e& g' Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-862-4644 Fax: 508-790-6304 - - Installer& Designer Certification Form -Z00sr/ Date: f 171 �1 Sewage Permit# y5-7 Assessor's Map�Parcel- �-a - Designer: SQL L/f//.1/Y G 2 i►vy Installer: 7 pA Rgt=fL 2aA v Address: ®S �/L✓i LLB s'��s s Address: 0 , ��" W'Juv On J I y oj Qn" a504 2 was issued a permit to install a (date) (installer) septic system at /L za-3 o /ZD based on a design drawn by 5'LiL c/kip?A (address) c NG_i i ,--,ti2iNy We dated 0,.,57 2-2,' 2-02-F-- (designer) — I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 0' lateral relocation of the SAS or any vertical relocation of any compone septic system)but in accordance with State&Local Regulati s. revision or certified as-built by designer to follow. ( aller's tur_e) , SULLIVA114 No. 29733 8 SAL (Designer's Signature) (Affix Designer's Stamp Here) - PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTII.BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc 2 10WNfTOFF BARNSTABLE �? LOCATION SEWAGE# U .-VILLAGE ASSESSOR'S MAP&PARCEL' INSTALLER'S NAME&PHONE NO ; U��(J / ?w {' SEPTIC TANK CAPACITY LEACHING FACILITY-(type) .S ��a� (size) NO.OF BEDROOMS IVIIIPr OWNER d v !9 / PERMIT DATE: 1p-a7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted GroundwaterTable to the Bottom of Leaching Facility'`, feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching:facility). feet FURNISHED BY C'\ {: � � �4 4, c YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS THE BUSINESS NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office,. 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and get the Busine Certificate that is required by law. Fill in please: Date: APPLICANT'S NAME: , o' , YOUR HOME ADDRESS: x BUSINESS TELEPHONE # � �`�'7 r' j HOME TELELPHONE #: NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS_ ] IS THIS A HOME OCCUPATION? S. �_NO _-- ADDRESS OF BUSINESS f__�` _ r r AP/PARCEL NUMBER ��`o1c _ ssessing) When starting a new business there are several things you must do to be in compliance with the rules and regulations of the Town of Barnstable. This form is to assist you in obtaining the information you may need. You MUST GO TO.200 Main St. (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in town. 1. BUILDING CO ONER'S OFFICE This individ al begrij r of any permit requirements that pertain to this type of business. Authorized si6na re** COMMENTS: 2. BOARD OF HEALTH This individual 1.pb2 n infopMpd o the pe rruit req rements that pertain to this type of business. Authorized Si ature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual en infor ed of the c n re ,irements that pertain to this type of business. Authorized Signature** COM TS. ' Town of Barnstable r BAftiYiSMASi;E.. s 9A = Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Mr. Rene L. Poyant January 10, 2007 282 Barnstable Road Box K, Hyannis, MA 02601 RE. 162'0 FalrpouthRoad Cen#'eruill;e ' Dear Mr. Poyant, At the November 14th meeting of the Board of Health, you were granted an extension of time to screen the durnpsters at 1620 Falmouth Road, Centerville in compliance with Section 353-5 of the Town of Barnstable Code. You are granted until May 1, 2007 to complete the required work. This extension is granted to provide a reasonable amount of time to find a solution to the leased premises size and setbacks and to complete the screening (fencing) work. Sincerely urs, Wayne Miller, D. Chairman Wp/Poyantl 620FalmouthRoadDumpster07 11/14/2006 10:00 15087785688 RENE POYANT INC PAGE 01 L. PcwAiW., Inc. 1� FAX: (508) 778-5688 REALTORS TEL: (508) 77"079 282 BARNSTABL'E ROAD;80x K "VAtiiNiS;WA 0.2609 RENE L.POYANT 1909-2000 U. `5 .wJ ' 1 Ml'iT MARCEL R.POYANT President 8�Treasurer ^ MARY J.POYANT,Exec.Vice President November 14, 2006 RENE M.POYANT,Vice President BY FACSIMILE TO 508-790-6304 Thomas McKean Health Agent Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: Town of Barnstable Code Section.353-5 (Outdoor Rubbish and Garbage Area) Dear Tom: .I will be at your meeting this afternoon regarding your above request for screening the dump.ster at 1620 Falmouth Road, Centerville. 1 have met with you and Mr. Desmaris on a previous occasion to ascertain how we might comply with your request. I have furnished this material to Barry Gallus, the representative from the Cape Cod Five Cents Savings Bank. While your suggestion was to place this dumpster at the southeastern corner of Tedeschi Food Shops, that is not possible because that locaticIn lies outside of the leased premises for the Cape Cod Five. Mr. Gallus is unable to be present at this aftemoon's meeting due to a schedule conflict. On his behalf I am requesting a 'reasoniable extension during which time the Cape Cod Five and yourselves can hopefully find a solution to the screening. The limited leased premises size (set backs,utilities, etc.) poses a real problem. Thank you for your consideration. Very tru yours, M cel R. Poyant d/b/a Centerville Shopping enter II .MRP/mcm Copy to Barry W. Gallus, via facsimile 508-240-3510 ' Jul rom reri- REAITOR'm "SERVING CAPE COD SINCE 1947" COMMERCIAL SALES, COMMERCIAL LEASING, & COMMERCIAL PROPERTY MANAGEMENT; APPRAISING AND CONSULTING 11 r 14/LCIYJb U l; 0.1 17t7t3(f t57bt5t5 K=lNr- r'uYHIY I 1IV1_ r_H1.7t GL Page No. of Pages jLd 123 FAL.MOUTH ROAD 508-775=4124 HYANNISI, MA 02601 FENCE CO. 1-800-562-5020 FAX 508-771-1377 Residential - Industrial'- Commercial SLISmITTED TO PHONE OATS j ©6 51-REEW JOB NAME I ' O CITY. STATE AND 21P 0 E JOB LOCATION el��1191` EOt? • �O� �� �� JOB PHONE We hereby submit specifications and estimates tor: �. /V.S, 0,Ct bw 10 (Green) mat r rD17D�iP heeeD to furnish materi I and or — complete in accordance with above specifications, for:the sum of: zw dollars Paypnt rojl5e made as follows: Alf nfaterlel Is guaranteed to be as spdel iao.All Work to be coTplated In a Workmanlike maonar•according to standard'practices,Any alteration or deviation from above spacifice• Authorized tions Involving extra costs will he ex4cuted•only updn'Written'orders,and will become sa Signature extra charge over'and above the eKimate.All agreements can ingest upon Strikes,secldents or delays beyond ow eofitrel..OWnef to carry fire,tornado and other necessary Insurance. Note:This proposal majebeor our workers are fully covered qy Workmen's Compensation Insurance. withdrawn by us if not accepted within days, f N! f :Arrrptance of 11rapajoal— --'� ,The above prices, specifications i and conditions are satisfactory and.are'hereby accepted. You are authorized Signature to do the work as specified,1?bym fk will be made as outlined above. Centerville P /r ` � SlQnatureerVille Shopp Nominee T�i�g Center I ust Dale of Acceptance; ���f-' �`-y 11/,14/21010b KtNt I-UYANI 1Nlo I-'Hut 0Z; �- -at Page No. of Pages ell nbw -775-4124 R!&� 123 FALMOUTH ROAD FAX08 - - HYANNIS, MA 02601. FENCE CO. 1X 502X 508-771-1377 Residential - Industrial - COM(nerclal PROP06A Eo TO PHONE DATf STREET JOB NAME (0 �. CITY, STATE An 21P COD ! JOB LOCATION JOB .ONE • �aro � Yo�`��'� We hereb)jsubmits fications and estimates for: kSaA L' A Lop x7 t (Gr n) AV ��� Rip Sp hereby to furnish'mat ►ial and labor — omplete in accordance with above specifications. for the sum of: dollars($� ��� )• .Payment.0 be m de as f0fow V. All material Is guaranteed to be as speellied.All work to be completed in a vrorlunanlike _ manner according to standard practices.Any skeration br devistian from above spec;,:,► Whorited ®(f l� V dons Involving extra COSTS will be executed only upon v.litten orders,and•will become an Signature extra charge over and aoovo the estimate,All agreements contingent upon strikes,accidents or delays beyond ou control.Owner to carry lire,tornado and other necessary insurance. Note:This proposal ay be rs Our workers are fully covered by worumen s Compensation Insurance. withdrawn by us if not accepted within days, Arrr;tamp of f rapasal—The above prices, specifications �`�LA/ and conditions are Satisfactory and are hereby accepted: You are authorized Siggatvre f to do the work as specified,Pay ant ill be made as outlined above. / Signature Centerville Sho i "Cen'ter Nominee Tr St Date of Acceptance: 11/14/2006 10:00 15087785688 RENE POYANT INC PAGE 02 ab ;..-•''�:+16,'V,-'r:'. ;..:.-: ,E T®,fib UP \ \ r � z I F,s 1 PROP CAPE COD C 4.�� 54 SAVINGS BANK FIN. FL, SI.60 u S qq y \ 11 f. c Tr m J �' \ �\ •�,•'•!i+ ':',_ � \� N-1 it : RieNt L. POYAvT Inc. s.: U FAX: (508) 778-5688 REALTORS TEL: (508) 775-0079 N3 ., qq�� 282 BARNSTABLE ROAD, BOX K HYANNIS;MA 02601 gr. , �',, RENE L. POYANT 1909-2000 � MARCEL R. POYANT,President&Treasurer MARY J.POYANT,Exec.Vice President October 10, 2006 RENE M.POYANT,Vice President BY FACSIMILE TO 508-790-6304 Thomas McKean Health Agent Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: Town of Barnstable Code Section 353-5 ry (Outdoor Rubbish and Garbage Area) CYN © / Dear Tom: This is to acknowledge and to thank you for your secretary's notice to me o ctoberj6.:h indicating the change of meeting date on the above from today to November 1 that 30 p.m. co As I indicated to you I will need an extension from the Board of Health to'nieet your requirements. I shall be in attendance at your meeting on November 141h at 3:00 p.m. I thank you for your cooperation in this matter. VeryFIR. ours, Maroyant MRP/mcm Copy to Barry W. Gallus, via facsimile 508-240-3510 goo Muanvu usnra s[.y � com terr REALTOR" "SERVING CAPE COD SINCE 1947" COMMERCIAL SALES, COMMERCIAL LEASING, & COMMERCIAL PROPERTY MANAGEMENT; APPRAISING AND CONSULTING ------------------------- y/ 1Z/v T. 1 947 Yo xu«me uanxo aG P/�.��B�Jyf1 REALTOR" �(,M P(0 •f� I�VnW COMMERCIAL SALES&LEASING _ COMMERCIAL PROPERTY MANAGEMENT APPRAISING&CONSULTING _ MARCEL R. POYANT, RM 282 BARNSTABLE ROAD PRESIDENT&TREASURER HYANNIS, MA 02601 PH O NE: 508-775-0079 R ES:.508-420-0288 EMAIL: POYANTa@CAPE.COM FAX: 508-778-5688 I ' , R MC L. POYAW Inc. a.. . FAX: (508) 778-5688 REALTORS TEL: (508) 775-0079 ^a G STA X H 282 BARN BLE ROAD BO K� r YANNIS`MA 02601 A � ' yam, _ r, � ;'w. RENE L.POYANT 1909-2000 gy p'°�e� � September 15, 2006 MARCEL R.POYANT,President&Treasurer BY FACSIMILE TO MARY J.POYANT,Exec.Vice President 508-790-6304 AND RENE M. POYANT,Vice President CERTIFIED MAIL 7002 2410 0003 8419 5525 Thomas McKean Health Agent Barnstable Health Department a 200 Main Street C- Hyannis, MA 02601 C RE: Certified Mail#7006 0810 0000 2520 ; Town of Barnstable Code Section 353-5 (Outdoor Rubbish and Garbage Area) Dear Tom: - E This is to acknowledge receipt of your letter dated September 6, 2006, regarding the above. I have tried to meet with your Inspector Donald Desmarais; however, he referred me to you. I am requesting a meeting with you to determine more specifically what you are seeking me to do. I am also requesting a hearing before the Board of Health to secure an extension in time so that I may be able to comply with your request. I believe that once you and the Board of Health are acquainted with the complexity'of the situation at the Centerville Shopping Center you will understand why I require additional time to be in.compliance. Very�trqy yours, Ma el R. Poyant, Trul6e Shopping CentervilleCenter I Nominee Trust Marcel R. Poyant, Owne Centerville Shopping C er II MRP/mcm ! 7 f 4pD com ten-MULTIPLE USTM0 S[.�L � 73( 9 t I REALTOR" "SERVING CAPE COD SINCE 1947" COMMERCIAL SALES, COMMERCIAL LEASING, & COMMERCIAL PROPERTY MANAGEMENT; APPRAISING AND CONSULTING 1 09/08/2006 13:50 15087785688 RENE POYANT INC PAGE 01 a g*' .•.y;' :. ��� L. POYANT, Inc. q _ FAX: (508) 778-5688 REALTORS TEL: (508) 775.0079 ::., f � � L:J:'ii•...,:h�'7 rj' i'.k'.�l. 't�,u"' r4,: , . - I. r•a:. �, .•....c,.,,..,,.,,j,.�;�1'•'! ..,•�?''"I, ��``s�MV' '4�� "'spa' ,�r.�"a��,,,.f °N;;.,,..., �Ig �•r•¢i't;'. �rL'.��C:ij�::w::y i Vr•,;f5T %•.• Ii ,�;-7ivii�`�.�'^?��'��!' •r; � ,s,.?,, .,,, .���, ��. :) ,n. fl;c:.+;. ;.flc:::,';rci, ._•,7 ;i: i'o, .:d.: l�i.'.�1'�:, .:�' ;.•' -'t,' „�.`{ �a .;y.nf 1�•i .kr.��' a�is•si;y:p .'.: �..,,,•..: ,,.:.%...,:,.:n.ka..4. •:.,.:r,;,;.:, s. .,i�� s� •';:•.ar.:,r'1,1':f^:i�w,:'a4 �,-I!i51vi: ,�'i.�:;::a�P'74Y?L-•i21k RENE L.POYANT 1909-2000 MARCEL R.POYANT,President&Treasurer MARY J.POYANT,Exec.Vice President RENE M.POYANT,Vice President FACSIMILE TRANSMISSION COVER PAGE TO: THOMAS MCKEAN, HEALTH AGENT, TOWN OF BARNSTABLE 508-790-6304 FROM: MARCEL R. POYANT _j DATE: 9 / 8 % 06 TIME: 1 40 x PM AM NUMBER OF. PAGES : (Including This Page) TRANSMITTAL COMMENTS : DEAR TOM:. THIS IS TO ACKNOWLEDGE YOUR CERTIFIED MAIL LETTER REGARDING THE RUBBISH STORAGE AT 1620 FALMOUTH ROAD, CENTERVILLE, AND 20 CAMP OPECHEE ROAD, CENTERVILLE. -WHILE I AM AWARE THAT SCREENING IS REQUIRED ON NEW PROJECTS, I WAS UNAWARE THAT IT APPLIED TO SITUATIONS OF 25-30 YEARS. PLEASE FAX ME A COPY OF THE PERTINENT BY-LAW AND I WILL BE HAPPY' TO SET UP AN APPOINTMENT WITH DONALD DESMARAIS TO RESOLVE THIS'NATTER. I MAY REQUIRE AN EXTENTION FOR THE SIXTY(60) DAY COMPLETION DATE. PLEASE BE ADVISED THAT THE NOTICE WAS SENT TO MY RESIDENCE WHICH IS NOT INVOLVED IN THE PROPERTIES. FOR ANY FURTHER CORRESPONDENCE. PLEASE USE THE FOLLOWING ADDRESSES: 1620 FALMOUTH ROAD: MARCEL R. POYANT, P. 0 BOX K, HYANNIS, MA 02601 20 CAMP OPECHEE ROAD: MARCEL R.. POYANT, TRUSTEE CENTERVILLE SHOPPING CENTER I NOMINEE TRUST P. 0. BOX K HYANNIS, MA 02601 THANK YOU FOR YOUR COOPERATION. REALTORO 'SERVING CAPE COD SINCE 1947" ' COMMERCIAL SALES, COMMERCIAL LEASING. & COMMERCIAL PROPERTY MANAGEMENT,, APPRAISING AND CONSULTING 09/08/2006 13:50 15087785688 RENE POYANT INC PAGE 02 Certified Mail#7006 0810 0000 3525 2520 Town of Barnstable Regulatory Services arAa�, i Thomas F. Geiler,Director sues. '°; Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 6, 2006 Marcel R. Poyant 50 Beach Plum Lane Osterville, MA.. 02655-.1404 NOTICE TO ABATE VIOLATIONS OF SECTION 353-5 TOWN OF BARNSTABLE CODE. The property owned by you located at 1620 Falmouth Road and 20 Opechee Rd. in Centerville was inspected on 9/5/2006 by Donald Desmarais, RS, Health Inspector for the Town of Barnstable because of a complaint. The following violation of Section 353-5 of the Town of Barnstable Code was observed: • Outdoor rubbish and garbage storage area are Visible to the public view. You are ordered:to comply with this Code by: Completely screening in the outdoor r ubbish a ud g arbage s torage a rea(s)w ithin sixty (60) days of your receipt of this order letter. You may request a hearing.before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Please be advised that failure to comply with an order will result in a fine of S100.00 [and\or revocation of your Health Department permit.] Each days failure to comply with an order shall constitute a separate Violation. PER ORDER THE BOARD OF HEALTH 172 o s . c e ;RS; CHO Health Agent i S EP - 7 2006 .0 Q :\'Order letters\Refuse\Dumpster screening template.doc 09/15/2006 11:11 15087785688 RENE POYANT INC PAGE 01 RUM L. POYANT, InC• ` FAX: (508) 778-5688 REM-TORS TEL: (508) 775-0079 282:BARNS1A8i:E'ROA0,.BOX,K : HYANNI8,;MA:0a60!' RENE L.POYANT 1909-2000 September 15,2006 MARCEL R.POYANT,President&Treasurer -BY FACSIMILE TO MARY J.POYANT,Exec.Vice President 508-790-6304 AND RENE M.POYANT,Vice President CERTIFIED MAIL 7002 2410 0003 8419 5525 Thomas McKean Health Agent Barnstable Health Department 200 Main Street Hyannis,MA 02601 RE: Certified Mail #7006 0810 0000 2520 Town of Barnstable Code Section 353-5 (Outdoor Rubbish and Garbage Area) Dear Tom: This is to acknowledge receipt of your letter dated September 6;2006, regarding the above_ I ha tried to meet �Inpector�Doa�dDce marais; however he referred me to yoI am rega meeting with youetminfca ly w at you are seeking me to o. I am also requesting a hearing before the Board of Health to secure an extension in time so that I may be able to comply with your request. I believe that once you and the Board of Health are acquainted with the complexity of the situation at the Centerville Shopping Center you will understand why I require additional time to be in compliance. Ver)Alyyyours,011�90W4)� � //�L'l0& Map6el R. Poyant, TruMe Centerville Shopping Center I Nominee Trust Marcel R. Poyant, Owne Centerville Shopping C er 11 MRP/mcm i Y COT [C11 REALTOR4 "SERVING CAPE COD SINCE 1947" COMMERCIAL SALES. COMMERCIAL LEASING. & COMMERCIAL PROPERTY MANAGEMENT; APPRAISING AND CONSULTING Certified Mail#7006 0810 0000 3525 2520 Town of Barnstable ti Regulatory Services sxsrace. Thomas F. Geiler, Director MAM T� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 6, 2006 Marcel R. Poyant 50 Beach Plum Lane Osterville, MA. 02655-1404 NOTICE TO ABATE VIOLATIONS OF SECTION 353-5, TOWN OF BARNSTABLE CODE. The property owned by you located at 1620 Falmouth Road and^20'Opechee Rd,in Centerville was inspected on 9/5/2006 by Donald Desmarais, RS, Health Inspector for the Town of Barnstable because of a complaint. The following violation of Section 353-5 of the Town of Barnstable Code was observed: • Outdoor rubbish and garbage storage area are visible to the public view.You are ordered to comply with this Code by: Completely screening in the outdoor r ubbish a nd g arbage s torage a rea(s)w ithin - sixty(60) days of your receipt of this order letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Please be advised that failure to comply with an order will result in a fine of$100.00 [and\or revocation of your Health Department permit.] Each days failure to comply with an order shall constitute a separate violation. PER ORDER THE BOARD OF HEALTH (j L om s cKe n, RS, CHO Health Agent QA Order letters\Refuse\Dumpster screening template.doc Search for Ma Parcei- ��p�209013 ' r P/ Towrrof Barnstable �r a , T r✓r r / Ji , /r For Parcel Nurnber 209013 r Rental. t° e YlN i Bu [ness Name Zone of Gontrr ut[on� N) n Area Number Ph�ne r 000 0000000 FuelSto�rage Tank'Permit r r v3'b+ ar Gala fln File y _ r Disposal Works ` s Pe�c�Tes Well Perm[t' ; C ri r f onstruct� rf 12005376 q F[IelPerm[t o � issuance®ate r F � 1�� 8/03/2005 � v� r s GompletionrDat rW1, 09/29/2005 S[ze of Segt[c t.... ype/Size of SAS`§(4)500G chambers w/vent/filter fabric Tank 1500 � � � r, 3f9/ old 94 677.HOLD PER TM RET 5120 SF.also 04 535.***need engin m��aj ar° 209013 4 0 er POYANT MARCEL R prop10c 1620 LMOUTH ROAD/RTE 28 s r / Innovatroe Alternative Tech 9y pnolo Se tic S stems S ngie C �M .., y rr yes I/A Type Clustered 11 I/A Service Type �5 r d@I@t@ reCOrCiS? �: In I i� r kul It,7 re 11 we-7�1C., „i e, TOWN ,,•OA F-/BARNSTABLE LOCATION A&V �'i' Xv SEWAGE# VILLAGE (f PAhr�-IZVIL - ASSESSOR'S MAP&LOT 202--O/3 INSTALLER'S NAME&PHONE NO. f" 64A go 7 T Z Y% // (� SEPTIC TANK CAPACITY O ! 4�. 7 LEACHING FACILITY:(type)f' (size) NQ.OFBEDROOMS co t1 > J BUILDEROR OWNER 00✓/�i41� PERMIT DATE: COWIJANCE DATE: f��(,•O Z� S Separation Distance Between the: / Maximum Adjusted Groundwater Table and Bottom of 14aching Facility Feet n/ Private Water Supply well,and Leaching Facility (If any wells exist 1 Vp'L1 on site or within 200 feet of>,eaching facility) Feet JI-ge of Wetland and Leaching Facility(If any wetlands exist - within 300 feet of leaching facility) Feet Furnished by TA l 3 it 61 a 6,= 11 / 6?a F IN ov*) , lecl, 11 /l r�(J `i — cT, �( S ,, ` ,b l n `a.2 1 No. `� Fee / 00 ,THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es"1 f Yes PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppliLAtion for ;Diq;po$AY &pztem Con6truction Permit Application for a Permit to Cons c Repair( )Upgrade(Abandon( ) XComplete System El Individual Components Location Address or Lot No' /Z4 Owner's Name,Address and Tel.No. Assessor's Map/ParcelHA eve-w a O c1 oZ$off ti 9Tct f<r+`e I�IX Ins le I1gme,Ad s,and Tel.No. Designer's ame,Address and Tel.No. `� /-�Q�C O Scsll,'�ara �s��q�Ke�r,'ne Luc. 1 s90 Mb illQ. tj fv(A, ����d`�� OS.":'!lam 265-5- 3D8 41S 339 Type of Building: Dwelling No.of Bedrooms Lot Size 4,6 Q 1V0tzE Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 -3 cR gallons per day. Calculated daily flow .3© , gallons. Plan Date SEP.Ra :2 e) Number of sheets Revision Date Ubt) )Q( Title �r o / '� /•'G . - , T¢5S Size of Septic Tank og0 Type of S.A.S.S.A.S.^ Soo earl, C kers w stone. q 11 w ry^ y e Description of Soil d - o L. 5 , 9$, e ° a`I L �. YR s Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environ ental Co not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Heal i' ,���' Si d �� Date �( J Application Approve Date Application Disapproved for the following reasons Permit No. QDJ qO O Date Issued60 No. � 5 4 n - — �V , ' Fee ©0� Entered in computer: ^vvn THE COMMONWEALTH �'F°ff_9SACHUSETTS p YeS f,�JS'+, " PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS / ZIpprication for a 1�ont *pgtem Con!aructiou Permit Application for a Permit to Consc Repair( )Upgrade K�Abandon( ) L Complete System El Individual Components Location Address or Lot No. -- 141 P9 /WI104 Owner's Name,Address and Tel.No. �err'lervilt'e �S 1ra�a�o( J?eQ Assessor's Map /Pazcel � e Ins let's�r e,Ad mess,and Tel.No Designer's ame,Address and Tel.No. '7` f ' /4kUC CDSv!l1'✓aa �K ;ne��,'•,y��irc. OS�erur/�P, +.� Type of Building: Dwelling No.of Bedrooms Lot Size ,(o s1 Capbage-Grimmer-(--1-�A0 e "°"'°Other`" • Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures f I f Design Flow 3 1,9 gallons per day. Calculated daily flow 30.2 gallons. °s Plan Date�,ri1F_P A nDor Number of sheets Revision Date IODr) �y- U�1�'zo Title o S' 1�/ SE _ 4, a a/� _ e c rP 7 / /ss.. Size of Septic Tank �• �11U U4.Type of S.A.S. (v? S00 ��ac�, (6,. ►v sfmne Description of Soil;6 -9 •°A l.a~ YeAi jBrocuN �oar�e. n�c�-�blo%5 /d %RT " .9f 47 Q.vE P/o r 66L[mc d MR 4 6 ' d" e AaLlltl eA W# Coe � Sa.ter 46 ,?S/+4 Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance-with the provisions of Title 5 of the Environ ental C de as d not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Healj. i' � os Sigd V I l` -` {' Date ne Application ApproveCby ,Date Application Disapproved for the following reasons y Permit No. Q©Q5 qgo Date Issued r /000. 0 N0, THE COMMONWEALTH OF MASSACHUSETTS 0- O BARNSTABLE, MASSACHUSETTS e7 7 e/' Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal,System Constructed( )Repaired( )Upgraded(5) Abandoned( )by /t at 3-� ro/.�,111/6 C���Pr'yrl/g has been constructed in accordance with the pro st s of Title 5 and the for Disposal System Construction Permit No. dated R fo 1 S Installer A �^�C O Designer 1 1� y-, The issuance of this permit shall not be construed as a guarantee that the syste v illl unetio, as designed. Date i /iU`i,i„ Inspector /lily. No. C7-( 05 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ;Digpo.5al *p5tem Conelruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at mz 0 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constru tion muf st be completed within three years of the ate of this Date:___��-�9 `5 Approve P.- Town of Barnstable Regulatory Services �.�. g rY ��� �� Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Jan 10, 2006 Sewage Permit# 2005-480 Assessor's Map\Parcel 2 /013 Designer: Sullivan Engineering. Inc. Installer: A&B CANCO Address: P.O. Box 659 Osterville.NIA Address: outer On was issued a permit to install a (date) (installer) septic system at 16-44:L656Talmouth-Road:CentervilleEbased on a design drawn by / (address) Sullivan Engineering.eering. Inc, dated Sep 22, 2005. (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. —,�\1 , 'k OF (Installer's Signature) PTE6i SUWVA��� W.29733 CIVIL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc ®No. Js } Fee I ° .• 3 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �/✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Zioaal *potem Conf&uction Permit Application for a Permit to Construct( . )Repair( )Upgrade()<)Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No.I r-- .LMc L TrR rZ15 Owner's Name Tel.No. Marcel Y0�01 CLA,,TElZVI L L-E, �/�S Assessor'sMap/Parcel �6 �g2 ARPJStQBLI- RD M 209 l�v 13 I-ivAl�ivt s, !MASS Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.Sob—Li•2-$'-33 Q Lf f� C Ga SUL.Let/AN 1 NG . 7 PARKSR R0 3Sa I'Vlu.o� ��. 77j d�oc� os'fi'ER1/1 t_t_t:, m� Type of Building: Dwelling No.of Bedrooms Lot Size ff,G A c sq-€. Garbage Grinder( ) Other Type of Building 2E-r-A t L— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 q0 gallons. Plan Date Qya. 104 20OLI Number of sheets i Revision Date ciI30 -10 N Title S tTE PLAN S E Psi'1 G SyYS'T-1:M L-1 P GIZ AU E- Size of Septic Tank ` 5700 &AL-LOV Type of S.A.S.1`22X3q' LEACHirvy ChAMi3G2 � LcoL3OLES Description of Soil ©,�-9 D1.s7UdZBE? CU'T� g-2�f -A-YEL es4i 13RH COARsESAND,IyYfZ S/e ; 2'�' ti S��-13- t3R�'ts�I:Yt=t_. c�A2se s�.t�.D Cr�13(3LL S 1 y YRI�z®'r -C- bEL iSH 13RN CoAf2sC SAND 10Y1, sly Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions ofR�ar the E onmental Code and not to place the system in operation until a Certify- cate of Compliance has been i u d of ealth. / /3 Signed Date Application Approved by `1 Date 6 d �- Application Disapproved for the following reasons Permit No. 2011 3,� Date Issued 0 - 2_u r, ! No. 0 I 1 t Fee -4v t + � ✓ ! -- THE COMMONWEALTH OF MASSACTTS ,} «� ,>:ntered in computer: HIE Yes PUBLIC.HEALTH DIVISION -;,TOWN OF BARNSTABLES MASSACHUSETTS Application for Migpogar *pgtem Con!gtructiou Permit Application for a Permit to Constrict( )Repair( )Upgrade(X)Abandon( ) C Complete System El Individual Components _ ..JJ - Location Address or Lgg No.((O tO _ r a wne ' e d No. C f.0 j I�u�Gr/l f e��L=/VTL�2 V1 L LE� /h p Assessor's Map/Parcel i Z 0 9 PC 1 3 Ins er's ame,Ad ss,and Tel.No. Dj�esiggner's WA Id and 1 I�Io.$O&- '� y ' SUGL►VHN �IVL` IlV6�(Z.tAr�'! t 7t- T PA R K S R C20 � .;- "`. <J�U ��ut,1 �� . 7�j c)�DU ®StERVf l..l.t� tyjp• Type of Building: Dwelling No.of Bedrooms Lot Size f+L '4 ar-ff" Garbage Grinder( ) Other Type of Building BETA t 1:.. No. of Persons 'Showers( ) Cafeteria( ) Other Fixtures Design Flow �°SL gallons per day. Calculated daily flow w q O gallons. Plan Date t.JG., 1 a/ ZoG Number of sheets I Revision Date T 30 �G'/ Title 5 IT& Pt.—NW- S e P71 C SYSTCH u P GR AP Size of Septic Tank 1 500 C7ALA.0N Type of S.A.S. 12X3U L-EAe 1tv 19Mf3E2 • \ �� Cogpt,Es De criptiQn of foil - 9 D%!;TU 2BEDD/GUTt 9-it 24 -'A►-YC-42i5N 13RN CoARSE SAND,10YR S/e 2y-14 $ -1B- 13RiZ+tsN,Y,CI_. CuA E SAwP CaBSLtS' 10YR b G 40 — 12o RS , -C- Yal'%s. N C312N CcARSG SAND IoYR 571/ Nature?of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title of the E�onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d b t s oar o e It . Signed Date ///3 Application Approved by it-, Date �U/f t7 Application Disapproved for the following reasons `Permit No. s S Date Issued t7 1 u 35 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER4IIFYthat the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded q- ( �O Abandoned( )b ► 7 6 (70"r-0 at 1W,4-7o Lnnou'W RD j CE C-fLVIL-L6 M-4 has been constructed in accordance with the pro isionsR f Title 5 and the for Disposal System Construction Permit No. a _� dated I U- 1 y Installer 1 + L7 ei�Co Designer SULLIV40<IF_A,104 NEER11Vy 1 The issuance of Re i all not be construed as a guarantee that th' syste C �fu�etioas dent Date // Inspector _ —__U,.���_--' ---- ---------------- --- --y0 Fee — No. // THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS li5po5at *pgtem Construction Permit Permission is hereby granted to Const c ( )Repair( Upgrade(�)Abandon( ) System located at I (a L y —-70 ALA 0 L471+ r2eJND, Ci:-WT&-2V1 t_LE /y 445 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions.. nn Provided:Construction m st be completed within three years of the date oft Date:_. 1 U_Ira � t Approved by 17, 1 J 1HE Town of Barnstable ' 0—U)A CcP1r �F t °wti Regulatory Services - o� ;. Thomas F. Geiler, Director + BARNSTAII 9 MAM. Public Health DiNislon ►639• �0 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: S V uL-W A*.L Installer: A& B CANCO Address: 'T ' AXefg� fl Address: 350 Mann Street U/ Varmn'itr AAA 0767Q On of—)t#3 C A -o was issued a permit to install a (date— (installer) septic system at &4CI-1670 ¢A`Med3Vt ;7d, based on a design drawn by (address) dated (designer) _ K I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. OF FEM (Installers Signature) (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form i 0 h1t �i - o/� 1 oF� Town of Barnstable o op . MAMW Regulatory Services U ,�. g ry Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Jan 10, 2006 Sewage Permit# 2005-480 Assessor's Map\Parcel 2 /013 Designer: Sullivan Engineering, Inc. Installer: A&B CANCO Address: P.O. Box 659 Osterville, MA Address: X o On was issued a permit to install a (date) l4 cZ-O (installer) septic system at 644-44M Falmouth Road, Centerville based on a design drawn by (address) Sullivan Engineering; Inc. dated Sep 22, 2005. (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. 1 OF (Installer's Signature) P` IIIAM .297 ' CIVIL (Designer's Signature) (Affix Designer's.Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc e loonCopy � loon TOWN OF BARNSTABLE LOCATION I to( 4 r4 l" A ec-rH RP SEWAGE# S3 5 VILLAGE ESSO�R'S MAP&LOT 201-013 INSTALLER'S )AME&PHONE NO. ��"900C SEPTIC TANK CAPACITY r� LEACHING FACILITY:(type)C3�C�bg� fit✓ �� (sue) ,SO NO.OF BEDROOMS BUILDER OR OWNER 0 MA PERMIT DATE: ��I 0 S COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted.Groundwater Table and Bottom of Leaching Facility A Feet Private Water Supply well and Leaching Facility (If any wells exist AIIA on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist AJA within 300 feet of leaching facility)j , Feet Furnished /7V s Y A ro Ar 3q' g)=Loq` 1K0064L ' V3 O ' VT 3-r00 GA-L PRIVJELL6 F{a0 to-hale ' 1 Town of Barnstable P# l0 a °F Department of Regulatory Services . - Public Health Division, Date � 65 S' 200 Main Street,Hyannis MA 02601 prFD(�� • Date Scheduled O 0 Time Fee Pd. �� Sdil Suitability Assessment for Se age Disposa PPerformed By: %I- Witnessed By: ) G✓ l�v LOCA ON GENERAL INFORMATION ww Owner's.Name /�Uylnn� .� marCel Location Address 0 r� I,� ;f ma-cv Ganf'c"Jk Address })y a h I71 , AL d e� a I "4,, C s 0 �'n p (n 2G, o Engineer's Name�L C I L I V l9 A) E 03 -rl C_- Assessor's Map/Parcc�: z 'O l 3 F YG NEW CONSTRUCTION REPAIR 0 Telephone# ,5 t'y-2-f 3 3 Land Use (241 ILI G//� Slopes(40) 0-8 Surface Stones S � Distances from: Open Water Body � ft Possible Wet Area ft Drinking Water Well -.::—ft Drainage Way ft Property line fb�'© - ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) •r `y Pot• � � C � f -co ri . \ N. �I> lee Cis ?A, -°T\lk L �L-ON0,A Ca L4 UG—SGa a'a Parent material(geologic)Oi (T u'ASH Pt Mr-, Depth to Be4lroek \ tVcir mil,tic .- - -- -Depth to Groandwatei: Standing Water in Hole: E IVCuifiyfED Weeping from Pit Face Estimated Seasonal Nigh Groundwater ELF a DE�,TERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: R/�rs?r�BLc CeWrGar M4 P Depth Observed standing in obs.hole: NU A/C lit. Depth ld SOII mt[ttles: NCU NC itt. roundwatt:r Adjustment Depth to,*ceping from side of obs.hole: V✓JR VV_ 111- O Adj.[Iroundwater Level Index Well# Reading Date: Index Well level, ,,._,....... Adj.faCtOr �.r PERCOLATION TEST Observation Time at 9" Hole# - t.(9 tt Time at 6" .� ...-.--- Depth of Pere - Time(9"-G") Start Pre-soak Time wIZtG l� - --- End Pre-soak Rate Min/Inch L 5 s 7f►AN 2 Additional Testing Needed(YIN) NU Site Suitability Asscssment: Site Passed Y S Site Failed: — Original: Public Heath Division Observation Hole Data To Be Completed on Back.-----=---- ***If percolation test is to be conducted within loo,of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEP rlc%PERCFQRM.DOC DEEP OBSERVATION HOLE LOG Hole# - . Depth from . Soil!Horizon Soil Texture Soil Color, Soil Other- Surface(in.) (USDA) (Munsell) Mottling (Strui lure,Stones,Boulders. Cons istencv.%Gravel ®— FI L-L— Cc./3i3GEf rrrpv� r �, lr, —Z cl I v Y IZ 5/fi a'vnr S=2 ` SrN,GLL r//)llt/ zq - y 1B xr«s IUY1� � � ysi15H13AA, L-L>05' F q� —. Coo�r�eslrn.n I IZr� DEEP OBSERVATION HOLE LOG Hole# 'T,1-4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulder:. on i6tenc o Gravel �� Dr5f4rB� wr Sd L'Co8 L� Y�L'tsN 93rn. .��/s1� C013/3GES 9"—2q" eg.4mr s.4iv 10 Y12 5 k c- gra'isN yEL 241`r—yk" eew rsG sArvn 10 y 2 6/Aur- ycG'I s N t32w L!B 120 w C Arse soivn to ylz-S-1 i DEEP OBSERVATION HOLE LOG Hole# T Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenc %Grave! DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ;Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisie el i i Flood Insurance Rate May: Above 500 year flood boundary No_ Yes k_ Within NO year boundary No X Yes Within 100 year flood boundary No 1— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed ithroughout the area proposed for the soil absorption system? YES If not,what is the depth of naturally occurring pervious material? Certification I certify that on P(�Ic—`JS(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by the consistent with the requir ing,e d experience described in 310 CMR 15.017. Signature _=C Date Q:VSEPTILIPERCFORM.DOC 7 I Massachusetts Department of Public Health Division of Food & Drugs FOOD ESTABLISHMENT INSPECTION REPORT Establishment Name I 'a may, .e ('��v f� ►� Y , Date`(�,�j/ Address Tlrne: In Out I� Telephone -` j-*- -� _ t�p I Type of Establishment: Purpose: 1 Owner's Name tag �- � Food Service Routine Retail Food' Follow-up Person in Charge Residential Kitchen Complaint Mobile Unit Investigation lnspectoes Name Temporary Food Service Other Based on an inspection today, the items checked below indicate the violated provisions of 105 CMR 590.000. Each item is followed by the applicable section of the Massachusetts regulation. Non-critical violations are marked under column'N"and critical violations are marked under column"C". Descriptions of each item appear on the back of this form. Each violation checked requires an explanation on the narrative page(s). This report serves as official notice of violated provisions and official notice to correct said violations. N c Food WT Sanitary Facilities ?4 C W 1. Food Supply 4 .002' 29. Water Source 015 2. Food Containers 002Sewage { A c) ur "=�!kO tl-01 (`'-30. Cr ss-Connections .017 4' Food Protection F 32. Toilets/Handwashing .018 8 .019 2 3. PHF Temperatures - .004 33. Insects/Rodents .021 2 4. Facilities. Hot 8 Cold Storage 4 .004 "` 34, Plumbing 017 _: I 5. PHF Re service . ' 4 .006 35. Toilet Rooms018 v6. Spoiled/Damaged Foods l i � �.003 36. Handwashing Areas )-( w S " t : ' (-fi,;M ; 7. Food Protected �\ "-IS " ins-ti „ . .003f( 37. Garbage/Refuse m .020 8. Food'Thermometers .004 38. Outside Disposal .020 �. 9. Cross Contamination .005 39. Outer Openings 021 10. PHF's thawed, cooked 8 cooled 005 40. Pesticide/Rodent icide Application .021. 11. Food Handling .005 12. Dispensing Utensils 006 Physical Facilities 41. Floors .022 FI Personnel` � 42. Walls, Ceiling .022 .II. 13. Employee Infections M1 .0 '.008 43. Lighting .02314. Employee Hygiene .00944. Ventilation w� L `_ ; i�`.02415. Employee Clothing v, 10 45. Dressing Rooms .025 �1 Equipment 8 Utensils �--�"".. Other 16. Equipment/Utensil Clean 8 Sanitized 4 .013 46. Toxics .026 4 17. Food Contact Surfaces I .013 47. Premises .027 I 18. Non-Food Contact Surfaces I .013 48. Living Areas .027 * 1 19. Food Contact Surfaces Clean 2 013 49. Linen .027 1 20. Non-Food Contact Surfaces Clean 1 01;3 50. Pets 027 i 21 Wiping Cloths 013 51. Bulk Foods .031 F", 22. Dish/Warewashing Facilities .013 52. Salad Bars .032 >23. Pre-Scraped, Soaked I .013 24. Wash/Rinse Water 013 No. of 13 Critical Items Violated 25, Thermometers/Test Kits I 013 These items requi-re immediate attention. 26. Equipment/Utensil Storage I 014 27. Single Service Articles t 10 �, %I, 0 t 4, Rece ved b In �~y: � pected'by; 28. Single Service Re Use h�O" 012 f t fp �. .� Full Item Descriptions Food C1 Food Source, approved, wholesome 2 Containers, properly labelled Food Protection C3 Potentially hazardous foods at proper temperatures: 140OF or above, 450F or below. OoF; rapid cooling of cooked foods within 4 hours C4 Facilities to maintain product temperature C5 Unwrapped and, potentially hazardous foods not re-served 6 Damaged, spoiled, returned foods segregated 7 Food protected during storage, preparation, display, dispensing, service, transportation 8 Thermometers provided, conspicuous, accurate 9 No cross-contamination 10 Potentially hazardous foods properly thawed, cooked, and cooled 11 Food handling minimized 12 Dispensing utensils stored Personnel C13 Employees with infections restricted C14 Hands washed and clean; good hygienic practices 15 Clean clothes, hair restraints Equipment & Utensils C16 Equipment, utensils sanitized (automatic and manudl methods) 17 Food contact surfaces: design, constructed, installed, maintained, located 18 Non-food contact 'surfaces: design, constructed, installed, maintained, located 19 Food contact surfaces clean, free of all cleansers 20 Non-food contact surfaces clean, free of all cleansers 21 Wiping cloths; clean, use restricted 22 Dish/Warewashing facilities: designed, constructed, maintained, installed, located, operated 23 Pre-flushed, scraped, soaked 24 Wash/Rinse water clean, temperature 25 Accurate thermometers, chemical test kits provided; instructions posted 26 Storage, handling of clean equipment/utensils 27 Single service articles, storage, dispensing 28 No re-use of single service articles Sanitary Facilities C29 Water source; approved, hotbcold under pressure C30 Sewage and waste water disposal C31 No cross-connections, back siphonage, backflow C32 Toilets b Handwashing: number, accessible, design, installed C33 No insects or rodents; harborage prevented 34 Plumbing; installed, maintained 35 Toilet rooms enclosed, self-closing doors, fixtures good repair, clean, signs 36 Handwashing areas supplied with soap and towel dispensers, proper waste receptacles 37 Garbage and refuse: containers covered, adequate number, insect/rodent resistant, frequency, clean 38 Outside area: dumpster covered, construction, clean 39 Outer openings protected 40 Pesticides and rodenticides, proper application Physical Facilities 41 Floors constructed, maintained, clean 42 Walls, ceiling, attached equipment; constructed, maintained, clean 43 Lighting provided as required, fixtures shielded 44 Rooms and equipment vented as required 45 Dressing, locker areas provided used, clean other C46 Toxics properly stored, labelled, used 47 Premises litter-free, unnecessary articles, cleaning maintenance equipment properly stored. Authorized personnel 48 .Living/sleeping quarters and laundry separate 49 Linen properly stored 50 No pets or other live animals except guide dogs 51 Bulk foods stored, labelled, dispensed 52 Salad bar operations prepared, refrigerated, displayed, protected r-77-- 13 CRITICAL FOOD HANDLING VIOLATIONS 1. Food from an unapproved or unknown source or food which is or may be adulterated, contaminated or otherwise unfit for human consumption is found in a food establishment. 2. Potentially hazardous food that is held longer than necessary for preparation or service at a temperature which. is greater than 450 F (=70 C) (in the case of cold food) or less than 1400 F (600C) (in the case of hot food). 3. The food establishment's facilities are insufficient to maintain product temperature. 4. Potentially hazardous food or unwrapped food that has been served to customers is re-served unless such re-service is allowed under section 105 CMR 590.006(G). 5: A person infected with a communicable disease that can be transmitted by food is working as a food handler in a food establishment. 6. A person not practicing strict standards of cleanliness and personal hygiene which may result in the potential transmission of illness through food is employed in a food establishment. 7. Equipment, utensils and food-contact surfaces are not cleaned and sanitized effectively and may contaminate food during preparation, storage or service. 8. Sewage or liquid waste is not disposed of in an approved and sanitary manner, or the sewage or liquid waste contaminates Ior may contaminate any food areas used to store or prepare food, or any F areas frequented by customers or employees. 9. Toilets and facilities for washing hands are not provided, properly installed or designed, accessible or convenient. 10. The supply of water is not from an approved source or is not under pressure and the food establishment does not use single service articles and/or bottled water from an approved source. 11. A defect exists in the system supplying potable water- that may result in the contamination of the water. 12. Insects, rodents or other animals are present on the premises (unless allowed by Section 105 CMR 590.027(F)(3)). 13. Toxic items are improperly labeled, stored or used. Note: In addition to the items listed above, any other violation of the Massachusetts Food Establishment Regulations determined by local health officials to have the potential to seriously affect the public health shall after written notice to the permit holder constitute a critical violation. Establishment Name Date Address Page, of Item No. In the space below describe all violations checked on front page. .tea I r .a: b Discussi ny with Management 4 ' ' \ 1 A 1!,,k t{N'\. dJ !r 4 t 1^1 Gi/'. 3lic,0 42t a ) '!> 4 f CGS v4� (itoo V)A (` Or ✓it A s a . l a� No......f-_so O o Ficis . ...f THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiun for DiBVw3al Worlw Toustrnr#tun Permit Application is hereby made for a Permit to Construct ( ) or Repair (4..-�an Individual Sewage Disposal System at: .... c&A... .i�©: s .........CbAtc,�!&_...�S v p , ----1�.��tr ....... t-----Q �--------------- Cbp. _f........._ catoi :1�{ ress�c or Lot No. `` ✓ •----•------------------------------------------------------------------- Y Opener Address -------------- Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling No, of Bedrooms--------------------------------------- .Expansion Attic Garbage Grinder 04 Other—Type of Building ............................ No. of persons.-..-..--..-----... ---. -- Showers ( ) — Cafeteria ( ) at Other fixtures ----------------------- ----- - - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width....:........... Diameter......--........ Depth................ x Disposal Trench--No. .................... Width.................... 'Total Length----------.......... Total leaching area....................sq. ft. Seepage Pit No---------- --------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by--------.................................................................. Date....------. ............................ Test Pit No. I----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ fT4 Test Pit No. 2................minutes per inch Depth of Test Pit...----.---.--.-.--. Depth to ground water........................ 9 ----•-••-•--------------------------•--•-•-•---•---•-----•-----••-•----------------•----------.-----...................................................... ... 0 Description of Soil.......................................................................••---•-----------.....------------------••--....-•---•-----••-------------------•-------------••. x M ...............................................................................................................................--...---•----.� ................................. U Nature of Repairs or Alt rations—Answer when applicable.,-zo S7�i.9-_jL....... --'_--- - -.��........d........... ------------ G. -----�-"- 5.............L 4-- � .-.� t —... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b eW.b�o of health.Signed ............. . ... ...........a.ce.............:...... D Application Approved B ................... ........... ...... Application Disapproved for the following reasons: . .... ........... .. . ........................ .......... ...... . . .......................... ......... ............. ..... ........................ .......................--....--... ... ...........-- .. .................................. . . .. .............................. Date PermitNo. .... .--. .................... Issued ........................... . . . .. ----...... ....-.. Date jw.J.,> ....t✓-...'i. _ -.: :....- v Y.-y..._..'_._ .. _..._L..: _ i - f �\.v r v � �:,r= _. _ ` .�� .. r .; .-Y -�w .r = hA No...... Fas....J................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diripuuttl Works Tunutrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (V)"'*a�n Individual Sewage Disposal System at: - - - n��til ) o� .... �.......... ...................................... ....................... f2 t. ........................... --------- ------- rIjocation- Address . Lot No.................. .. Ow.ner Address Installer Address UType of Building Size Lot............................Sq. feet t..t Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures _____________________ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No------------- ------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ----•••--•-•-------------------•------------------------------•-•••-----•-•---------.......------...........-----------•--•-•-------..........------------•-- ODescription of Soil........................................................................................................................................................................ W U ---•................•--••-•------•-•-......---------------------------•------------------•-------------------....-------•--......-------•----....------...---•------................_......-•-••--_...-- W __ U Nature of Repairs or Alterations—Answer when applicable..1n.3J!4 I--_-_-__ �.._.-.._...e�.._.���.�.d..4................. : ... r Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned fur er agrees not to place the system in operation until a Certificate of Compliance has bee�njssuedby-the bona-rdhof health. Signed ............................. ....... ........... 6. .�.. �,' r- ---..Jy ..[ .--- ^.--`• :.......... .................:...... `V Date Application Approved By ............ .� ��.., .-=-,2� V ..` .-: ,,7- C!. --------...------'........................... ........................... Date Y �- Application Disapproved for the following reasons: ............................... ........ ............................................... ........................................ .................................................................................................................................................................................... ........................................ Date Permit No. _ ��. ........................... Issued Dare ---- ry).---- --r-_,---.� - ._a.m------,.-------r�I-----__.------a-�.----------------- - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tiertifirate of TIIittpliattCE THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by �.......J'C 4./.7.�d-------------------------7��'t..�----------------- -j-.... -A.10........... ............... - ... • ° lnsrdlcr at .......t..Q ..: r.._`... .......: �!�cn........ ..... 1 ....... ��! ...._�............. .. t.n...........L.. ..... has been installed in accordance/withXhe provisions of TITLE 5 of The State Environmental,Code as described in the application for Disposal Works Construction Permit No. ...-..-T! ..-,. ��.?_..._.. dated ............_.I- .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....0 a..` .. f� ....-----_._................... .. Inspecrox-„_.. - -------< �� ,......._ --•----------- - -—T�15;- ____---_ ---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE _. No.. ! .-', �,7 FEE....: ... ...... Doplaii tl Workii Tonutrudilan "rr'ntit Permissionis hereby granted....................... ' l� _ -------•--••------ --------------------------------------------------------••------------------ to Construct ( ) or Re air ( rs)--an Individual Sewage Disposal System at No...... .................. V��.. ._.... �`� :f. street p as shown on the application for Disposal Works Construction Permit No._Y-5, �--_ Dated------- . 7�...... ................................ —e_..c.. 1...------.....-----------•............^---------•---- qc� _ /L Board of Health DATE.-------- 6.... ......... .................................. FORM 3860E HOBBS&WARREN.INC..PUBLISHERS C6n-i m?-0Q A C_ .N OF BARNSTA$LE LOCATION a44ixv""(/z -77 VILLAGE *v t-<V/114-' ASSESSOR'S MAP LOTZO'>- Off INSTALLER'S NAME & PHONE NO. A & B CANQ 775-6264 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)&R (size) X NO. OF BEDROOMS /'� PRIVATE WELL OR PUBLIC WATER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: �! VARIANCE GRANTED: Yes No v 50 r AICW `ldlR- a TOWN OF BARNSTABLE LOCATIOj,7��vi% .e/Ozol-SEWAGE+#00, "' 77 VILLAGE-&Xee V,-//4 ASSESSOR'S MAP & LOT Q1?•-��✓�' .INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY LEACHING FACILITY:(-type) x t2 (size) �- NO. OF BEDROOMS+ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER_ DATE PERMIT ISSUED: !�� •� l ��' DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No T � 1 �%�,5�✓� A �'� ��� /� ��� �� � � � TOWN OF BARNSTABLE LOCATION U SEWAGE # c VILLAGE� ASSESSOR'S MAP 6i LOT AGO-7•4`1 .INSTALLER'S NAME 6& PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY ^ H �— LEACHING FACILITY:(type) Y (size)_�*Ld j V Ogf;i NO. OF BEDROOMS `-� PRIVATE WELL OR PUBLIC WATER OR 0WNER nZ '\�)C)0� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i c�� �° �;� ,. y'i��'ii �/i/ ® �� .� �, ���6 �� � � ��� � � LOCATION ' " 6017"� � SEiY, AGE PERMIT NO. C 45"v:9 t 47 r- C tir .;VILLAGE ALL LLER'S NAME a ADDRESS I U 8 L D E R OR OWN ER DATE PERMIT 15S9ED DATE COMPLIA-NCE 5 E. �e6 6 Fi- I � I 1000 f�o 7��P /any ��rpb I500 CAA, j/N K v �Y-�Sr ING. 7 1 f �ti No. Fims...............�............. . THE COMMONWEALTH OF MASSACHUSETTS _ BOAR® OF HEALTH +^N ..............OF...... 2 ...... Allp ir4tion for Disposal orko Tonitrar Lion eraut Application is hereby made for a Permit to Construct ( ) or Repair ()() an Individual Sewage Disposal System at: .......� `�.. ..F. . :........... ..... r�, .�...... ®�� .r�-....... - .............. Location-Address or Lot No. ............L i(Oc...... . ............. .................................................................................................. Owner Address a � .�'.11�Q �5"..f-----�&s(.:=-----------------•--•-----... ..........-- ��1��i1�.(�L� ..... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a p., Other—Type of Building ............................ No. of persons............._.............. Showers ( ) — Cafeteria ( ) Q' Other fixtures ................................ . W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacity............gallons Length----------_--- Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.-______-___.__-:... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. i________________minutes per inch Depth of Test Pit.................... Depth to ground water_---_________--_--____-. 01 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------- f:................. ODescription of Soil-------------------•--•-•---...:----....--------------------........---•------------------------------------------------------------------- ... ..................... x (� ---------------------- W .. UNature of Repairs or Alterations—Answer when applicable------i_�A_d_ a�1 ----,7` ,l_. .... Qlt......... ------------ Agreement 4� The' undersigned agrees to install'tfie aforedescribed' Individual Sewage Disposal System in accordance with the provisions of TITi U 5 of the State Sanitary Code—The undersi'ned further agrees not to place the system in :operation until a Certificate.of Compliance has been ' su by; e b l - - Signed. i '�� " _ Application Approved By. �—_ e�- - --- .................................................... �R- -�.....t.............-- Date Application Disapproved for the following reasons---------------•--------•---••-......---••---•--•-:-- ............. ....................... -•-•-••••••-••••-•-----•-••••-•--•••...._._..-••-••-•••••••---•••-----•••-•••••----•••------•......•••••-•-•--•-•••-••••----•---•..................--•-•-•. ' Date Permit No. — --:---�- ___J�____-------- Issued.•••----•-..._....-•-----•••--......--•................. Date 4 N ...... ..` Fizz............................. ......_ THE COMMONWEALTH OF MASSACHUSETTS BOARS---OF H ALTH "> ? ................OF......` ........: Appliration for Uiipnsal Works Tnnitrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (K) an Individual Sewage Disposal System at: . ............... _........... Location-Address or Lot No. ----------6.c=LIZ_E.........- .I.� r'q 1 4 --- --------------------------------------•-- ................ Owner Address Z"t�.0:............•---• /. 1 �i 1 e` L¢...................................................... Installer Address � feet Type of Building Size Lot____________________---.....S q. aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------•------••---••-----------•-••-••---•-••-----••-•--•--...-•-•••----•-•••-•••••--•-•--•...•-••••......•-•..........•-•-- W Design Flow.............................................gallons per person per day. Total daily flow______......................_......gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.........._----- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.........._.........sq. ft. Seepage Pit No----------_-------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-.--_---_____-__--__-_-. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ----•-•-••••-•--•--------••••-•-••-••..........•-•-••-•••----•...........-•-•---•----•••----•..............•----...........•••......_......•-•....----.••--•- 0 Description of Soil......................................................................................................................................................-................. x U •------•-----••--•---••--•••••--•--•••••-•.............•--•--•••-•-•-••-•••---•-•••--•-•......-•-•-•-••••-•--•••-•••-•••-•-•--•••-•••--•••....-•-••-----••----•----•••••-•-•--•••-•............--•---•. w x ••-•-------------------•••-•---------------•--•••--••-•--•---•-•-••-•••--••-•-•••-•----•••••-•---•--...••-•---•-------------••-•------••-•••-••-•----•-••••••---••-•••-•-•-••-------•......--•-••....... U Nature of Repairs or Alterations—Answer when applicable--__- .____.... ........ =� h.1. X_1j4 Ae.------•---------------------------------•----------•-------------------------------------------•--------------------------------- _.......----•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersi ned further agrees not to place the system in operation until a Certificate of Compliance has been i9su by >?e b s .-�.........�-�........----•- T =� -•--•--------- Date ApplicationApproved By-••--••----•-•--•-••-----••--•-- .............................................................. Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•---------..----------•----•---- -•------...--•-----------------•-----------•--------•-•-•--•-------}--.......------------....-•---•-----_..-•-•--•-•--•-•-----•-••----•-•••--••---•-••••--•-----•---•----•--•----•---- .........•.._. Date.r. PermitNo......................................................... Issued-----------------------............................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD EALT ........................OF......... ................ Z15111A���........*........ Tnrtifiratr of Tn mptianr THIVjT-� D-)Cr(j:!5TIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) at.-••-•-••--•-. -----•• ------------•-•....•• -••--••• ----••-• --•-•-•----•....... - -------- -------------------------------------------------------------------- has been installed in accordance with the provisions of Tl� -- d Tri to Sanitary Ci s-lVstVjb e application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............� I .................................. Inspector.....::7� ---•---•-----•---•---•-----------------------•--------........... THE COMMONWEALTH OF MASSACHUSETTS BOARD -® EA1J " - N.. OF........................................ ....................... No......................... FEE........................ Permissionis hereby granted------------------------------------------------••-•••••------•-••••-••----.......-••--•---•-----•-•-•-•-•---••--••-....-•-•-••-••••••....... to Cons'trtO ' „c Rep ,t n{.I dividual sk agc4Ji§posaj!zs, m atNo...................................................................................................................... 1 • r+Street �•- } � as shown on the application for Disposal Works Construction—Pe r __________••-----.----•-•----------•- .� -----------•---------------------------------------------------------------••---••-••--••-•--•.....--••- ; ^ Board of Health DATE................................................................................ FORM 1255 A. M. SULKIN• INC.. BOSTON •���'"- /s,6 Mar-cAA 1'Z Ca,�tla l � M LOCATION SEWAGE PERMIT NO. G lork YTS(, LOU, lllj 1 e ly C-a.UZ VILLAGE of I N S T A LLER'S NAME A ADDRESS 1� I /2�e� e U I L D E R OR OWNER DA T E PERMIT ISSUED DAT E COMPLIANCE ISSUED 7I 30 c^ ! `- NoXI.1....v Fizz........................... R THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH r Town Barnstable ........... .. . .......-.......----.....OF....------------......---------.........------------------....................•-----..---• . pphrFation for DWVos al Works Tnnutrurtinn Fautit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: 1620-70 Falmquth._Road1..-Centerville, _MA Avis 209-013 ------------ ---------••------------•---------------•....4...........------......--- Location-Address or Lot No. Marcel R. Poyant _ 282 Barnstable Road, Hvannis,_.MA__02601 ----._....._ ..... ---- Owner Address W Vetorino Brothers, Inc Old Jail Lane, Barnstable, MA 02630 Installe Address Seven (7� retail stores and/or offices 203 .860+ Type of Building 1 000 ' each. / Size Lot... c _ _ . __..Sq. feet 14 Dwelling— o. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )N/A `4 Other—Type of Buildin Wood Frame � yp g ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) N/A Otherfixtures -----------------------------•••-• ............................................................ d 2D'OOSF••�f icy-•- -�---- ----.... W Design Flow.........75.............................gallons per person�ert y--Iota� ily flow525-__m4x-.94p. !Mgallons. WSeptic Tank—Liquid capacity.15.0.Ogallons Length...............:Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....2-------------- Diameter......1O_'...... Depth below inlet_.....A.'........... Total leaching area......UA....sq. ft. Z Other Distribution box (— ) Dosing tank (To) Percolation Test Results Performed by-------------Av01jb...Engiae.ering............ Date.... 0/2.9.48.2.............. a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-_-__-_-----_------_.-_. fs, Test Pit No. 2......2.......minutes per inch Depth of Test Pit___1.32'..._.. Depth to ground wateIN 11.._Qb1?erved W ---•------••--------•--------•--•----•-•---••-•---••-•-•••..............•--•...................................----••---...---•--..be.1Qw.--132' . O Description of Soil...0:-.6......IQ.d n;.....6..'..-.�.. ' -Co x �-2----- s�X��.._eand__and---�ravel-----------------------------------•--•----••--- U --......•••••-•-•••••--•--••••••••-•••••-•--•••-•----••••-•-•-•-••••-•--------•••---•-•--•--------•--•------•--•--•••---••-••--------•-----•----•-•---••---•---•-•-•----••......-- W U Nature of Repairs or Alterations— --................................................................................ -------•-----------------------•--•---------------------------------------------------•----------------•--------------------------------------•--------------------------------------------......--.--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. igned.............. •••----------••••••---......-•--------••------•--•••......•••• -- ' Application Approve ------••••• ............---•-•......•................. ...�_ -• D.� --------------------- Date Application Disapproved f o following reasons---------------------------------------------------------------•------------------------------------------....._ ................................................ ---••--•--•------•-•••-...... --•-•------------- Date PermitNo......................................................... Issued....................................................... Date l '\ ^ ', Fizo � _____ ` ^ THE COMMONWEALTH oFmAssAo*uasTTs ���~��� ���� ���� HEALTH BOARD �~. . .~-. .~~ " " " | � Town ��p Barnstable � ^ --'_-------_- --------'-- ��� ^� ApVftrw�wo»» �� � spas�� Works Towit4rtion Prratit Application is hereby made for u Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: I620�7U_F _ _C�� , MA Avis 209-013____________________ ocation.Add"=" or Lot Marcel R. P t 601 Owner \7f�t������/�-B����tbe�s � I��/��---------- Old-J�LiI-�a��� B�r��_table, MA_O263O In��� ��� Seven tlI Type of tail stores and/or offices S�er .~2O3 '8_68+ _ ��80. Dwelling of Bedrooms.................................----------Expansion Attic ( ) Garbage Grinder ( )D / A Other—Type of Build - No. o[ yeruoou------------. S6mreca ( ) -- Cafeteria ( )D[/A P4 Other fixtures ~� --''''-------'-'�RO8SF cxf-f-iee ]o ------------------------------' Design Flow c----75--------'__-_�ulb�ap�r1pesn���o��nx� Io--���' 8 2 .'����:��.���'�-'7'84-�'oos. l50O - ' ' ~ 04 Septic Tank--I. uid' -.---�8a}lnoo Length................ Width................ Diamoter .............. Depth................ D�yoou Trcoc�--No.---------' \�il8�----.-.--. TotalLength.................... Total �uo6ioQur��--._'--'--m� ft.Seepage' Pb No.... ............... Diameter......l0.`--.. Depth below inlet.....4............. Total leaching area-----3I4....sq. ft. Z Other Distribution box (- ) Dosing tank,,( ~~ Percolation Test Ileanita Performed bv........ ...AY.O.Ub-'BnoinegJz' ............ Date...][0/ZU|}2.............. Test Pit No. l.--.----minuutcsyccincb Depth of Test Pit------............. Depth u/ ground water--.----__.. 44 Test Pit No. 3--'.Z.......minutes per inch Depth of Test Pit.....22,...... Depth to ground wutep..gD�p. rn'ed od .---'-_-_---'---__-__-'__-__------'--_-_-''________________b ' . coarse sand | �� cfS ...... ' _aod ______________________ _----_._--'_------_-__'__-'__'--___._-__--__-.--'-----'--_-----_------''-------'---------_ Z -----'_--__........................................................................................................................................................................... UNature of Repairs orAlterationm--Answz- -2JeW................................................................................... the provisions of T IT IL4 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Date Date Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TIHI I That the Individual Sewage Disposal System constructed ( 1"or�Repaired Installer at..............C�e . .... .........7 '-,"; A2.............. ..................................... ........................... has been installed in accordance wit e provisions of TITL�pq.5,�2;f Sanitary Code as described in the application for Disposal Works Construction Permit No......... .............;�>r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................................... .......... Inspector..................A_��............................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with Permission is he �gran�ed 12 a i 5�'/e u w4a Disposal System to Construc Street as shown on the ap cation r Disposal Works 2struction Permi .... Dated.......................................... � � r2. - c�z�y L 0 CATION - 5 A E PEANMI T 0• C' 'n tGL- v , %/e VILLAGE I N S T A LLER'S NAME i A00RESj, CRAIG MEDEIR6S Trucking & Bulldo ang 142 Corporation Street U, ILL0EIII OR OWNER HYGRAls, Mass. Iva 9828 DATE PERMIT ISSUED !2ZZ2/rL DATE COMPLIANCE ISSUED / ��� J � . 1 4- i3i Ja Y �� 93 L r �0 ol I� ,d l/L0 ,l s -6y--5 LOCATION ' 5EWa6_4E PERMIT UO. VILLAGE - - - - IWSTNLLER5 W&ME ADDRESS BUILDER5 Q &MF- ADDRESS DNTE PERMIT ISSUED ,- - D ATE COMPLI &KICE ISSUED : � L� Cl r-ter' 17 No.. . Fua.. ... :..... THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HEALTH VLO�".--.....OF..... ..............6�24................. ......... Appliration -for Diipuiitt1 Works Towitrurtiott Vrrui t Application is hereby made for a Permit to Const uct ( ) or Repair ( ) an Individual Sewage Disposal System • or L t' n ddr -•----•-••...................................Lot No: O ner Address ----------•-----------------�- Insta l r .,�--------------•• Address........................................... � UType of Building Size Lot____________________r_____-_Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building �{� /L.t.... No. of persons____________________________ Showers ( ) — Cafeteria ( ) Other fixtures ___________________________ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity----- ......gallons Length---------------- Width................ Diameter---------------- Depth---------------- x Disposal Trench—No- --------------------- Width---------------.---- Total Length.................... Total leaching area_...................sq. ft. _. Seepage Pit No--------------------- Diameter__-_____--___-__--- Depth below inlet........_._ Total leaching area..................sq. ft. � Z Other Distribution box ( ) Dosing tank / ) a � . ._.._.c /..............'1— '-' -- __Percolation.Test Results Performed by.---___��. ,Q,.�__.:: �c........!.. Date-� C`7',____._.. W ---------- Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water------------------------ fT Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__._..---:_----.---_-._. W ...._.._.... ---•--- - ODescription of Soil--------- ------------ - ---------------------------------------------------.......------------------------------- x r W x -------------------------------------------------------------------------------------------------------------------------------------------------•--------------------------------------_--------------- V Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ---------------------------------------------- -------------•--------•---.--__.------------------------------------.---•---.-----••---------•-------•--------•---.-.-_--------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Co —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b ed by e board of health. Signe ----- --------•------------------•-------------------------- Date Application Approved By...... � Date Application Disapproved for the following reasons_____________ --•...........................•---..........................._......._........ ......--•----- ............................................•----------------•----------•--•-------•------------- Date Permit No. � -••-•-•-••-•--•--------------- Issued = Date �-------- - - .-. -- --... ----------- ------- --- --- y/ No.•---.....T.. ---- FRs... ................:`::..:.. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH rG. -------- OF..... ......... - ! L.. :: ....................................... N` .�L Iir tiun -fur Dispooal Worbi ( onfitrurtion Pleruiit t Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System,a� _ ------•• 1....---jo •---•- -..ref ----- - ----- .................................................. Location-Address f" or Lot No. .............. .... ..f O ner Address Instal.er Address UType of Building Size Lot____________________________Sq. feet Dwelling—No. of Bedrooms________________ _________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building __ ..: .--V— E No. of persons............................ Showers ( ) — Cafeteria ( ) QOther fixtures ---------------------------------•------•--•--•------------------••----•-•---------------------------•----•-•--------•----------------•-------------- W Design Flow--------------------------------------------gallons per person per day. Total daily flow---------------------------------------.._..gallons. WSeptic Tank—Liquid capacity............gallons Length________________ Width........-------- Diameter---------------- Depth_..._____-.__--- x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area_____.___.______-sq. ft. 'r,G s z Other Distribution box ( ) Dosing tank ( ) eg !/ 7 � ----Z. C - 7`K Percolation Test Results Performed by------- 4.�-�,t.!;_..... r.._ f Date____..... ____. __-.__.__.. aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..-.___..-.___._-__-. - �14 Test Pit No. 2................minutes per inch Depth of Test Pit.________-_..__--__• Depth to ground water_.._-....__-__._--__---- Pi •----- I--- -----------------------------------------------------------------•----------------------- ODescription of Soil------------------- �� '� -----------------------------------------------,-------------------- ------ ---------------- --- x --------------------------------------------------------------- W -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------------------_---------------- -------------------------------------------------------------------------------------------------------------------- ____. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ed by.the board of health. Signe Date Application Approved BY----- Date Application Disapproved for the following reasons:.......................... • ...-•---•--•------------------•-•--•--..................-----•---•-••-----... ----•-.._......--•-----•-•-......--•------•--•------------------------------------•--••--•--------•...--------------•--.......----••------------------------....------------.._......__..._---------•••. Date PermitNo.- l. .................................. Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF OF.. 4 HEALTH 'l? !!L..... ✓.tiLrt.:..-......................................................... Trrtifirate of 011,11mp aurr TH� IS TO CERTIFY, That the Indiv�idn�I Sewa e Disposal System constructed (� or Repaired ( ) . ((( /I C �'�,� Installer/ at............ = -- ------ = r ------------------------------------------------ has been installed in accordan e with the provisions of Ar ' XI f The State Sanitary Code as descri ed in the - application for Disposal Works Construction Permit No........ .......- ------------- dated._-- 4'.'.7 ...............-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � � �� DATE.........................................................•--••--•--••--•••-••-• Inspector , .(,L ` � THE COMMONWEALTH OF MASSACHUSETTS BOARD O HE TH w �. l// No......................... FEEl-- ............... Permission,is er`e,bY granted-- - £ rrrk� .._. ....r�_.t.r..t__•i._e .7 to Constru (2/ i�orRepair anna Ds Yt at - �-ar---a-t-----�- -r---r- �-- --t- it Street / as shown on the application for Disposal Works Construction Pe it N � "_! .._. 1_ __ ._. Dated-___-- -. . .. . .......3 / L_7/ , Board of He � DATE----• --- -- ------------------------------------------------------- FORM 1255 HOBBS & WARREN. INC.° PUBLISHERS i _ a - � 2 N .,� .............. G 'THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH OF......... ... . .......... ...... -..,...... ApV irafion for II-gVviittl Works Tonstrurrtion Vrruift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ -------------------------------------------------- ------------------------------------------------------------------------------------------------- er ° .a....i � (/J/�/ /fir//J ---t.0 1 a - - .......................-•----.. •..... Installer Address Q Type of Building LL Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms..t----- --------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ........................... No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ---------------------------------------------------------------------------- ----------------------------------------- Q w Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity._....._._gallons Length---------------- Width................ Diameter----............ Depth-----.----_._.. x Disposal Trench—No- -------------------- Width-------------------- Total.Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No.....----__-._..._- Diameter.-_-.--_.---_------ Depth below inlet_ee:............... Total cliing area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) © �A. �G ^ aPercolation Test Results Performed by-----------------------------------------------.......................... Date....------------------------------------ ,� Test Pit No. 1................minutes per inch Depth of Test Pit.-.--_-.--_._-__-_ Depth to ground water....-------..-..- (Xq Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water-..---.--------.-.--_--- -`- 1 .._.. - �vu (V ®DDes ription ofSo 1 3 l � _•-- ---- . ---------------------------------------------------------c � w U Nature of Repairs or Alterations—Answer when applicable...... --------------------------------------------------------------------__---------------- ------------------------------------------------•-------------------------------------•-------...-----•-----------•--------------•----------------------------------•------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with ' the provisions of Article YI of the State Sam ary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha been issued by the board of health. Sign . 0G�+ '.►"�'� d l ---------------------------------------------------------- Date Application Approved B PP PP Y ... �'V.-.A. --I-! 7" Date Application Disapproved for the following reasons:.---••---• ->,,_ -- -------------------------------------------•--•---------------....-----------------------------........------•--------a------------------------------------•----------------•-•-------------------- Date PermitNo........................................................ Issued...........................................-............. Date a.�.•.•0-•1•��.•�.e��•f��1�•♦���••�•I�•�f�iA•••..�.e.�_1�+�•��•Ue•.1���•�.�����•���•��i•saq.���•�.w���e•����A�������1* •���1'��11'•y��r1MN�bF THE COMMONWEALTH OF MASSACHUSETTS BOARD OF ALTH `Vy" O F P C .............. ,� IF Trr#if irafr of 'W"lImplitturr THIS IS TO CERTIFY, That the Individual Sewage Disposal System const ted ( �or Repaired ( ) by - .......................................... -- --- "-instali;r------ ------------------------------------------. �.at---=� =c---) - --• ------- ----- has been installed in accordance th the provisions of Article XI of The State Sanitary nde as described in thery application for Disposal Works Construction Permit No------- ------------- dated... 2 k THE ISSUANCE OF THIS CERTIRCATE SHALL NOT EE CONSTRUE® AS A UARANTEEAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector-------:--------------------.....--------------...-•----------------.....--------•- P�•��Nw���N�uHs�•P1w O�������0��)f�11��•�w••����H��.������••��11�������7�N�fA�����1�ws��o�������•�����N N����w���11��.•�•11����1w THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH .._......OF...... .. ..... ' [ '............. //� /,, 777 / No.-•--- 1�.. FEE.(._ ............. Permissionis s hereby granted---------------•--•-------------------------..---------------y------------------------------ .............................................. to Construct Re r ndiv' Sew Dis oral System at No..` '- -------------- ��// ------- ----------- Street r� as shown on the a plication for Disposa Works Construction P t No. .._._ Dated -- ---- -_--��t-� - - - l. •-----__----_•...--------- pp Bo d f Hea DATE ol ! ' f--i--�-----�---------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS T14E COMMONWEALTH OF MASSACHUSETTS BOARD O HEA T .--------OF-------.. .... -_.... ................. i ,� rlirtt��nu for i nr tti urk CEvi l trurtt>�u Vrrutil Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal ' System at: Lot N 7-7 ............................................ •P.-I.-I--------- f 1+� . ------_-I a Y _` _q u(ryyA/5e Installer' S;. Address Q Type of,Building Size Lot________________-__________Sq. feet !!- ots = Dwelling—No. of Bedrooms. . _--__Expansion Attic ( t) Garbage Grinder ( ) PL, #Qt2t-11 „Type of`Building No. of persons____________________________ Showers ( ) — Cafeteria ( ) --- Other .fixtures r n s ........................................... esi n Flow f "} W g Y._.._.--__--•-_---_-_----gallons per pei son per day Total�dlily flow -> - --------------------gallons. eptic 1 tiik Inqutd-capacity------------gallons Lengthy . ,:_AWtdrl tt . Diameter---------------- Depth--.----__-.-- .. x 6isposal Trench—' .No. ................... Width___ -_--__ r`Total Length..................... Total leaching area.........-----------sq. ft. Seepage Pit yNo..__._._.. __ Depth below inlet_r_________________ Tota acliing area------- ----------sq. ft. r� � : �, Z Other Distribution box . (� 1^ Dosing tank (•_ ) 0 ~' Percolation .Test Results Performed by-------- ---------- _______________ Date____-______-_-_-__-__-__-_-__-_-_-. Test Pit No. 1----------------minutes per tech Depth of.Test Pit ............... Depth to ground water..-----.--_--__--._ GX4 Test Pit No. 2________________minutes per inch Depth 8C Test Pit----------.____'____ Depth to ground water-_.---_._-_--_--_____ .. x - - ...... - V-Q- cr. i fo ,---- Si ` W • V Nature of,Repairs or Alterations—Answer when applicable----------------------------------------------------------------- - 4._ ---------- --••--•--- ------•----•------------------------------------•--------•------------------------- •-------•-------•----• ------- -- --- Agreement: ,t. The undersi ned re ijo, :install the aforedescribed Individual $ewt�ge Disposal System in accordancOwith j ` the provisions of'. ticie'\I of the State San' ary"Code=The uiff6fSigned4Ui Bier agrees not to place the system in " ` operation until:a Certificate of Comll14s-sce ha been issued by the bo d of healtMY AAAA h. s Sig • - �.. ate Application Approved B "--- - ---- .:.............. Date Application Disapproved for the"following reasons:------- ..................... .................................. Date ! j 7 Permit No :5' Issued .•-----•-• =--•-•- hate. THE COMMONWEALTH OF MASSACHUSETTS j BOARD OF EALTH O F. err t$ r #r of t6omphaurr THIS IS TO CERTIFY, That the Individual Sewage, Disposal,System constructed or Repaired-( w - by...----•--•---•----- ••---------- --------------- ---------•• -•---• -----------•-----------------------------• -----•-- Installer , at--- -- ........ . ----------•- --- ---•-----•..........................•---••-•----••-•---•-----•-•---•- liassbeen installed in accordance ith the provisions of Articlerr�XI of he State Sanitary de as described in the lication for Dis osal Works Construction Permit No._. ._....c+�G__ PP P --•--- dated- -2�;0/$F.Z THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE-CONSTRUED AS UARANTEE THAT THE SYSTEM. WILL FUNCTION SATISFACTORY: DATE................................................................................ Inspector,-----------------------------------------------------•--------------•------------ THE COMMONWEALTH OF MASSACHUSETTS ' ` r BOARD F HEALT OF No. FEEL:-.. ------..•..... { NinVviitt1 Morkii Clunfi#rurtion Vrrmtt roc :Permission is hereby granted------------------------------------------------- ...............---------...... ............................................................ >'tlp Construe ( r R$it ndi ' Sew Disposal System atNo = `'� ---- ....... - al-------------=---..-_:....----_... -------------------- ------ - • •- Street as shown•on the application for Disposal Works Construction r it No _____ _� Date Z.1,f fe ,z 1 I B rd of He' fff a` 'PATE........------------------------------------------------------------------------ i FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS _ f C tibbEttS EngimEring Corp. 620 BELLEVILLE AVENUE NEW BED FORD,.MASSACHUSETTS 02745 TELEPHONE (617)996-5633 STAFF MEMBERS Robert L.Sundblad August 28, 19 75 FRED E.TIBBETTS,JR.,President Richard L.Silviera Henry C.Govoni Fred E.Tibbetts.III,Ph.D. .lob No. 3351-002 Robert C.Verkade Barnstable Board of Health 397 Main Street Hyannis, Massachusetts 02601 Attention: Mr. Paul Murray Gentlemen: Tibbetts Engineering-Corp. has performed inspections of the sewage disposal system for Mr. Marcel Poyant at the Curtis Farms Store, Route 28, Hyannis, Massachusetts. The system was built in accordance with the revised set of plans which were approved by the Barnstable Board of Health. The following certification statement is in accordance with the requirements of the Massachusetts Department of Public Health. Statement of Certification I, Richard L. Silviera, Massachusetts Registered Professional Engineer No. 28009 hereby certify that the constructed sewage works for the Curtis Farms Store were inspected by Tibbetts Engineering Corp. , and that they have been constructed according to the approved plan, and Article XI of the State Sanitary Code. Richard L. Silviera, P.E. "�- cc: Marcel Poyant ��P��N OF MASs9cy� Hyannis, Mass. o= RlCHARD, GN L, aSILVIERA cCnn No.28009 0 FFSSIO N CONSULTING ENGINEERS CIVIL ENVIRONMENTAL J SANITARY / STRUCTURAL, / TESTING — � tibbEtt$ EnginEEring corp. 620 BELLEVILLE AVENUE NEW BEDFORD,MASSACHUSETTS 02745 TELEPHONE (617)996-5633. STAFF MEMBERS Robert L.Sundblad FRED E.TIBBETTS,JR.,President Richard L.Silviera August 22, 1975 Henry C.Govoni Fred E.Tibbetts,111,Ph.D. Robert C.verkade Job No. 3351 Barnstable Board of Health 397 Main Street Hyannis, Massachusetts 02601 Attention: Mr. Paul Murray Gentlemen: Tibbetts Engineering Corp. has performed inspections of the sewage disposal system for Mr. Marcel Poyant at the Cape Cod Five Cents Savings Bank, Route 28, Hyannis, Massachusetts. The system was built in accord- ance with the revised set of plans which were approved by the Barnstable Board of Health. The following certification statement is in accord- ance with the requirements of the Massachusetts Department of Public Health. Statement of Certification I, Richard L. Silviera, Massachusetts Registered Professional Engineer No. 28009 hereby certify that the constructed sewage works for the Cape Cod Five Cents Savings Bank were inspected by Tibbetts Engineering Corp. , and that they have been constructed according to the approved plan, and Article XI of the State Sanitary Code. Richard L. Silviera; P.E. cc: Marcel Poyant Hyannis, Mass. ZN OF Mgssgcy /off RICHAR1) O SILVIERA N J p No.2800910 FFSSlONAL�N6 C,IVIL / ENVIRONMENTAL CONSULTING ENGINEERS SANITARY / STRU:CTUTAL. / TESTING J {{ the T No. - ----- y� OFFICE OF THE BOARD OF HEALTH BAHHSTABLE, e OF THE y MASS. o�p9 �� TOWN OF BARNSTABLE, MASS. -L - - --1=--- ------ 19 �. SE .AGE DISPOSAL R. T _ �, Permission is granted to �4_ � _ - -�_----------- to construct --r-----�—�b -- - -� ��, � �� ��, Sketch Upon the Premi es ofc -- _ -- -� _ --_ ------� ----------- -�-- --- ----- --- - In the village of YV 100 or mor et from any source of water supply 20 feet fro building. 10 feet from property line 40. y Health icer. �� i No.----- -�.�`' — YH E Tp'�b y� o� OFFICE OF THE BOARD OF HEALTH 3 BARNSTABLE, o OF THE y MASS. p� °°ArFom�Y'���� TOWN OF BARNSTABLE, MASS. SEWAGE DISPOSAL PERMIT Permission is` granted to _<_ __""� '« r'_ � ✓_ to construct �_�'`_ Upon the.Premises of /!i Sketch 16/ --------=`----------- ----------- ------ - In th /village of 100 or more feet from any so ce of water suppl. 20 feet from building 10 feet from property line Health Office? � � . � � / 5 / �" r � . . ' �— S� ., i �_ -- , • �� `, �.�:..- .�, b. ' LTNo. ----- rp�y ., ,e OFFICE OF THE BOARD OF HEALTH q 0 o BARNSTABLE, S - OF THE MASS. 9'°Ar i639' 0 A1pY p TOWN OF BARNSTABLE, MASS. f ------------------ 194 SE AGE DISPOSAL PERMIT � Permission is granted to __ _____ _ ___._______ to construct Upon the Premises of Sketch --y In the village of 100 or more/feet from any source of water supply e 20 feet frorn building 10 feet from property line Heafficer. E No. --------------TH Taw OFFICE OF THE BOARD O HEALTH _ e BARNSTABLE, a OF THE J,�Ct,u. y MASS. aMp�a` TOWN OF BARNSTABLE, MASS. JJJ p/ �tP SE AGE DISPOSAL ARMIT Permission is granted to ">- ° � • } to construct ,">� ._,_`�___ I ch . Elie i 4Gy Upon the Premiss f� - ` / {a / s � In the village of `°✓ ` � .,, � 100 or more feet mom any source of water supplytit 20 feet from building 10 feet from property line ` i+ alth Officer. wy 0 Q�C TN 6 Tp�y OFFICE OF THE BOARD OF HEALTH e BARNSTABLE. a OF THE y MASS. o Mpg TOWN OF BARNST BLE, M SS. SEWAGE DISPOSAL PERMIT Permission is granted to ;�_s - -__ ----------- to construct - ----------- --- U on the Premis s Jof E `t� ` '1// Sketch �— In the village of ` " 100�or more feet from any source of water supply 20 feet from building 10 feet from property line Health fFicer. �./ �pF THE r0� OFFICE OF THE BOARD OF HEALTH OF THE 3 DA889TABLE, o TOWN OF BARNSTABLE, MASS. I •� MASS. � .' 1639.�`Q► --- -- C ----` -- -- 19 f °MAY SEWAGE DISPOSAL PE MIT Permission is granted to to construct ______________ ___________________________ _ 1 J --------�` - ------ - ----------- Upon the Premises of Sketch ----- -G -- - - ------------------------ In e`village of fl ----Ot -------------- --------- -------------- -- -------- r more feet from any sourc of water supply 20 feet from building 10 feet from property line ---------------Q- - -^-_-------------Health Officer-' N. h .. No.---- -`�— ------ n,, F THE r OFFICE OF THE BOARD OF HEALTH y� tma0 �'A OF THE Bgggg TOWN OF BARNSTABLE, MASS. •y MASS. �� 4�A 1639, ----- - ---------------------------- 19 G MA SEWAGE DISPOSAL PE MIT Permission is granted to °_` _ _ z" ' "" to construct x ____ __ Upon the Premises of Sketch --------------------- In die village of 7 or more feet from any sourc of water supply 20 feet from building 10 feet from property line ------------------------------------------------------------------- Health Officer. 1 t -71 /�� �� TOOF BARNSTABLE �� - LOCATION /`��/ �7 1�-U SEWAGE# VILLAGE (f le t ASSESSOR'S MAP&LOT a?0°-013 INSTALLER'S NAME&PHONE NCO. ` c 7T Z��% SEPTIC TANK CAPACITY �X�� �1►J �/ U F (y w LEACHING FACILITY:(type)��/S /1 (size) NO.OFBEDROOMS ,V114 �(o I(fl /fn�tfl/(fll� BUILDER OR OWNER ��✓fi— �� ,., l �7 PERMIT DATE: COMPLIANCE DATE: �U D Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by n A1,4t' 62, ,t - - " TOWN OF BARNSTABLE r� LOCATION82,dY4eX t/>% i ,SEWAGE # l � _ VILLAGE �e� teirllCP.. ASSESSOR'S MAP LOT,?017.146�3 INSTALLER'S NAME PHONE NO. A & B CANCO 775-6264 _SEPTIC TANK CAPACITY LEACHING FACILITY:(type),/: __(size) NO.OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNE Z r-j DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 1`� f "" e;_2� VARIANCE GRANTED: Yes No �/ a4G� � o r 13 30 ,�euJ �v>f 14go6o Ion WN OF BARNSTABLE LOCATIOy,ft/e"e1!,-/& SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) AGEo (size) 4(z 4 NO. OF BEDROOMS RRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER D e4 r DATE PERMIT ISSUED:` z 7.- DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �' Lyish nd� Ar 7l- Te%,,oi,� at v . r THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH /W2W..........................OF.....96 w-SP/9.f L Appliration for Disposal Works Cnonstru.rtiun Frrutit Application is hereby made for a Permit to Construct ( p0 or Repair ( } an Individual Sewage Disposal System at: �o i r/p° t➢�c�f e da� �NTPi*!i/LZ.................... T. � Z l��Q Loeation-Address � or Lot-No:- N `"7 �. �....Owner.................................................. ........�a. � � ef?/�n4 .................................. W Address -----.....-•------•............................•-••-----.._..-----------------------••....._.---•- �.►��t Installer Address Type of Building (3:., es✓i„x� Sysr�..r z Size ----Sq. feet -, Dwelling No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) pa,, Other—Type of Building .4 ----------- No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures ------------------------------•- . _-•.-_------•------ -----------------•---•----------_..._..•-------------------- Xe W4 Design Flow______________ __________________________gallons p �® day. Total daily flow-----------to-v..........................gallons, WSeptic Tank—Liquid capacityl _._gallons Length�P_____________ Width__!s___�_._.. Diameter..-_.._._..._.._ Depth_6____f_.._-- x Disposal Trench—No. .................... Width....... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......______________ Diameter----__/_Q.. ...... Depth below inlet.._q._______._... Total leaching area.........._-------sq. ft. z Other Distribution box ( ) Dosing tank ( ) 1�1< _ a Percolation Test Results Performed by. ..................15:.... s_!f Nl%"'CPri. Date....._. '��:. ........._..-. Test Pit No. 1___.y_......minutes per inch Depth of Test Pit----��---.______ Depth to ground water_-__—--10 ----E'_. riq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fx --------------------- ---7....-•-•••......••• ---------- f `�................... x w -------------------------------------------------------•--------•-----------------------------------------------•...------------...-------------------------------------------------•----....._...__.... U Nature of Repairs or Alterations—Answer when applicable______________________________________•_--__-________---_-______-_____-__---_----_--I....___.... ............................................-......................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL1 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date Application Approved By.............. -.`"'... -- .. —�--•---•---------------------- ....... ...... Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•------...-•--••------•-•-•--•- Date Permit No........P., ....... 5�4 ----•----------------- Issued....................................................... L_ Date - '-� � ........ , � c~� THE COMMONWEALTH oFmxSSxcHueErre BOARD 0 HEALTH _�F �� ---��--�----'�--� ----� ------------- �� �� #�* �� =n �� ����������� ��4 ]��������� ������ ������������ ^�rrmit | � | Application is hereby made for m Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Ow ne ' Type o{ 8"i in ^" / / Size Lot............................So feet Dwelling--No of Bedrooms Expansion Attic ( ) Garbage GrinderPL4 (}Uz«z--Tyye c6 8uJ�6o� '������........- No. of yera000-- �-_-----.-. Shmvcco ( ) -- Cafeteria | ~� Other fixtures ......................................................'------------' ' ---- � D ' �� �� m��oy� �m� � �m I�� 6� �� ��� ��. � �"�" -`=__--'------_------~ ~. ' --' -_--------' ScoticIaok--Liqoid capacitybCOUgallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No, ---------- Width.................... Total .................... Total leaching area.--------'-oq. ft. - Seepage Pit Nu_--.(.......... 6t. Z Other Distribution box ( ) Dosin tank ~~ Percolation Test Results Performed hv................................ A4 ...-................... - Tea Pit No. l................minutes per inch Depth of Tot Pit---..-----' Depth to ground wutec-----'---- '- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ '--'----------' - 0D of Soil -'��`�J����i����ww��---'---------------------'-'-'--' ------------------------`-------------`--`-------------------------------------`---'-----`----------- ` --_--._----_-'__-'-------'-_----__-'----____-------------'-_-.-_'-__--------_._-_____-. U Nature of Repairs or Alterations--Answer when applicable.--...---------.---_------.---.--------------- � V\kk ------''--------'-'r-------------------------'----------''''---------'----'''---'-'----'-------' Agreement: The undersigned agrees to install the aforedescribod Individual Sewage Disposal System in accordance with the provisions of Azdoc XI of the State Sanitary Code--The undersigned further u0rcou not to place the system in operation until a Certificate of Compliance has cen issued by,4ie b rd of health. =-� -------- -----'r----' ��_�- plianc Application Approved D��-----' ' �_"������ 6����� ��� Da Aoolicubuu Disapproved for the following reasons:................................... --------------------------------.................... ........................................................................................................................................................................................................ PermitNo......................................................... Issued........................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD O ) HEALTH OF..... ....... Appliration for Bifipuiia1 Workii Towitrurtion Vrrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .. . . ..................... ............................•---•-••••--.....t ...............----------- d' r ation Ad o o. ... --�...... ................ ( .. .... k ��...._ f - -------- W ]_ Owne r-........... ess � � 'J / Insta r Address d., Type of Building Size Lot............................Sq. feet Dwelling—,No. of Bedrooms.- ..._Expansion Attic ( ) Garbage Grinder p, ".`' ' . Other—Type of Building _ _ __ _.__.__- No. of persons------4 ------------------- Showers ( ) — Cafeteria ( ) p, d 4 Other fixtures-------------------•---- ---- •. ' --------' W 1 Desi rL: Flow-., .....:Fgallons per person per day Total'daily fiow...... ------------------gallons. WSeptic Tank—Liquid capacity gallons Length Width_______________ Diameter---------------- Depth................ x Disposal Trench No ...... Width.................... Total Length.................... Total leaching area------_.............sq. ft. Seepage•Pit No_ ...I. ..Diameter-------------------- Depth below inlet.................... T leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank L/ i ~' Percolation Test Results Performed by .: `, L+ ................ `. aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth..-to-1ground water........................ f� Test Pit No. 2................m ir>utes per inch Depth of Test Pit.................... Depth`to ground water.........._____......... W ---------- --------------- ,�; .......................•... -- O Description of Soil-----• T- --------•-------------------------------------------------- 1, ._________________••___..._.`..._•_•____._._..._...:....._._._..._........_...... "fi ............._..........._............_.......................... W . _______________________________________ _-_-...._........._ ____._._ ....._ _ .._�. _.______...._.__ ......_._______....................._..._......................... 0. U Nature of Repairs or Alterations—Answer when applicable ................. .............................................__............................. F .. Agreement The undersigned agrees. to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitarytode The undersigned further agrees not.to place the system in operation until a Certificate of Compliance has. een issued by e bord of ealth. rd ------------------t -.- •... D to Application Approved B71 Dat Application Disapproved for the following reasons:------••-----------------------------•-- ---------------.......................---•-------------------••.... .,b ---- - ----------- - -•-•---- . -- -------•---...----•----------a............•..... ---•--... Date----•------... PermitNo....................................... ................ Issued................. ` Dat THE COMMONWEALTH OF MASSACHUSETTS BOARD gy HEALTH .. ..............O F....... ,, i. (In ifiratr of Toutplitturr , T is C FY, That the Individual, .wage 'Disposal System constructed ( ) or Repaired ( ) �j bY--------- == . . -Ke; r `�------- .................................................................. ia at ... -- ..t... ---•...................................•--------------....--------------....... has been installed in accordance witfii the provisions ( Article XI of The State Sanitary Code as des ribed in the application for Disposal Works Construction Permit No._i�..................................... dated---.._ ., /_ ............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH ........... OF....... ............................... N FEE.-*............ tit - 4_s Tin� ;tttii� �. Permission is ereby granted.- - r?-�t.. ..a. . / ......... ......... ... to Cons ruc Rep ' an ndi'• ua e spo � Est 1 .. -- - a tr . at No.----- fir"► -. .. s 22 as shown on the application for Disposal Works Construction Permi . �:✓ r'd -.......... ..........- - Board of alth DATE.... / ���/� .►- f p is �1' ��,,. ,? �� (3 ........................................... FVRM 1255 HOBBS & WARREN, INC., PUBLISgifftS ° ♦"i r art • �*, • PERC TEST- 10,287 x . r D (� • , r • WTWESSED BY. STANTON • n • x Y3 Y n ,O S w • • �� Neturd Np.payd Ar•e • ::' f ..a • • 1M 4 e .� • 4 + } �•, k 5 Go W'�,Jerj BARNSTABLE BON A SEP 30. 2004 • j• r� ? O xly r.♦Y 14 Ul�ctwr{'� TEST HOLE - 1 •� --� ,� �� ` 50�;, `� ,V��` = �w ,: `. PERFORMED BY SUILIVAN ENG yN 30 e SEP 2004 Ot.S s �♦A`•�•/�e • j� e q w t.r n OS�a ` �� O•- FILL _.�' *..B4'i oM9 ` ` + `P;4Si.C_°' p.,♦ <i�-f+P �` A LAVER IOYR 3/8 •F { • kk �'� k SVY'e "4'`'' . 8'-24 VELLOM—BRN COARSE SAND '� COBBLES 48.8 _4• B LAYER 10rR 6S^E • j � d C "',i z BIRhYE1L0 SAND 44.8 ' • 4. ;$' rjW� O•kyv'A' 9 � 4t �, �`s Nahxry Apetotee Aqw COBBLES ,. c LAYER 10 YR 5/4 VELLOw-am COARSE SAND •p.. + •t-♦ �s• �r 114 N• kt llolural V•pttaM Mo oil PM TEST Un WAN 2MIN/01 44.8 *'' • \ ��• yl,+ .; sxd No Iwatx+orAftat OtCOtJN1iFED �, _ • �w ♦ • • • t TEST HOLE - 2 rty e� , "'.`e • , • - � -� �< r PERFORAIM BY SVWVAN EN& ! .,„•±,e �,i, }' �y�*' ,AS /e-rO a.e•�• SEP A 20OW Lead' S ern AT i'c- �'•. M GRAM ss o S � 41. —mend%-r= �( N°ero ow 1 0•- Fu ♦ �s`A s i '`{♦• I O O B 777 Pave 6Y X� O TOM A LAYER tOYR S/B SO.B e .� :' •• ♦ �.S '� y: ::k.,♦... �+ 8'-24 YU1.0W-BRN COARSE SAND COBBLES 6/5 ��,,, �, 24•_4 l YLAE,CO�ESA, SAND 44 Location Ma ..Box 7 ® 6 5 Oee • hap C LAYER 10 YR 5/4 //��/ Qj _ -tv TO* D YELLOW-get COARSE SAND ' low GalisaS L C� O NO GRMNDWA70 E COUN,ERFD .. so r Note 4 Aloft 4 t F.G EL sat,11er S•e Net•4(tlP) _I Fe F rI r Y 7 4_t.wt:Sf — �, Gee 'rat EL40.f a�oOOo ran ,r Plano ,— —'� ' Sipefa i� BoA1t 6-Bo. Fbe Ep.74wt _ O t..x+i O.vetr.a 6 #1654 O INxMa BT�v-` t2)w°°28exe" #165 ,V,W,171df ev er .•f r•� �c J^x as Rr left 3 If Ehc•uttwwt Rwe•.•A Replan ^I Af tA,oAaw soft wthti e'of to• th.oyM Pwkn.cfr or TM s)et.m Club _ #1646 osed Heolth 1 _- - r 1G. Nnl. rL 4ar Prof 5.00OtSF Rd. 1 w.r• \ w ,�'aB c�c..r No t�) 1664-70 FoIMOUth #1644 _ PROPOSED SEPrIC SYSTEM PROFELE Formerly 0 NOT To er"rx ~.1 ••+ (V G TES ar Desw Data ru..r O - - _ COmrnercfal Fbw Used OIRco 75 ff It?" SF .� ` I. Water Supply For This Lot is Municipal Water. t• G ` ; rwr Commercial Flow. Retail 50 9d per 1.000$F LOT AREA: 2. Location of Utilities Shorn on This Plan Are A prox. '• I'm 44 1,OOBSF/1.0005E x 75 gpd=711 gpd O 4.6 At Least 72 Hours Prior to Any Excavation For this r� 46 1,0085E/1,o0o5F x 75 gpd 76 gpd __' _" �,. 1t� _____-__- Pro' t the Contractor Shall Make the Required �;.. �,. �• ,. 1.0005E/1,0005E x 7s W,d 75 gpd _ -_ q y,,,�+ ,,. .,� :,.� 1.000SF/f,00CSF x 75 gpd 75 gpd 22C D No IReatlon to Dr Safe 1-888-344-7233 r. :,>., = _ y Records -__ � - � � J. The Contractor is Required O O O O C """ Da9y now =a 302(�D Asrs _ _ n Age to Secure Appropriate __ -- Permits From Torn Agencies For Construction C C C C C 1 i Defined by This Plan C C C C C Sep .i y,•_.rir septk+ Tm,k 702 D x 2OaX- 604 GPD 4. Install Risers to Finished Crude. +,z .y C C C C C :,�Extetklg 1.000 Galion H-20 Septic Tank si= 6 ♦ W All Structures Buried 3> Three Feet or Subject '`�"=A'•5< Ito Vehicular Traffic to be H-20 Loading. 6. Septic System to be Installed in Accordance With I ' Leaching Area 4v� 3f0 CMR 15.00 Latest Revision and the Torn of 702 GOOD/0.74 408 5> Required 4 Barnstable Board of Health Regulations. CROSS SECHONOFCHAMBER Side.dl Aroa - 148 SF- 37'x2'x2' 7. All Piping to be Sch. 40 PVC. NOT TO SCAM Bottom Ann � J00 5F- 12's25' / - Total Provided 448 SF �silCYI $b� O ti Wherever Serer Lines Must Cross Water Supply g tines, Both Pipes Shall Be Constructed of Gass 150 p O Pressure Pipe And Shall Be Pressure Tested To Leaching Chamber Desion C"Ir W.29733 Assure Watertightness. AM Pipes to be schedule 4Q CIVIL NOT IN ZONE Use(2)-500 Cal. H-20 Leaching Chambers In a Washed Stone Field as Shown. 1 Ff` Cheek: (4M x 0.74) J32 gd (OK) I ..REVISIONS Propose to use existing 1,000 gallon septic tank per design clot .. PREPARED BY: PREPARED FOR: ntkr Sullivan Engineering, Inc. Proposed Site Plan 7 Parker Road P. a Box 6s9 MARCEL R. POYANT Septic System Upgrade At (eas)08-33"/4-311e b. r 282 BARNSTABLE ROAD 1644-56 Falmouth Road PSId7PE0od'com ' - Barnstable (Centerville) Mass. Fiefd DID/,bD. , Rer Dal& 6r„ate - HYANNIS, MA 02601 Oran• Ow/" Job Dots e:R*Wm .PS Onein Be120 - SEP 22, 2005 1r,=40, 381 I' NOTES x` DESIGN DATA ,'� ®Q�:• p r i Retail Flow 64'x 80'=5120 s.f. " � �, . � � .,• _ ,�� I. Water Supply For This Lot is Municipal Water. �'• •r-• , •`'' �.',•, ' 5120 s.f./1000= 5.12 x 50=256 gpd � �. • , ,., - , I 2.Location of Utilities Shown on This Plan Are Approx. Septic Tank: 256gpd x 200%= 512 gpd e- ° b 5 f, .:GR£ft At Least 72 Hours Prior toAny Excavation For This Use a 1500 Gallon Septic Tank. 1:�0° Ai°• • '•�Ro:; `' ' Project The Contractor Shall Make The Required LEACHING AREA r t_oc�TloN O� �>'tST• SYSTEMuIVKNowN Notification to DIG SAFE-1-888-344-7233. • o , DF-I&MED IN FAILURE 3.The Contractor is Re Required to Secure Appropriate 256 gpd/0.74 =�346�s.f.Required ~'•'^ ' "'•`•�-���' • o'� e ; q Sidewall=2(12+30 )2= 168 s.f. LOCUS 1•� so Permits From Town Agencies For Construction vENT ) C,w.vat_ AREA Defined by This Plan. Bottom Area= 12 x 30' =360 s.f. I 4.`Instal l Risers as Required to Within 12'of Finished 528 s.f. Total Provided BM60 '':.: e•` _ Grade. LEACHING CHAMBER DESIGN 2v MIN• 5.All Structures Buried Four Feet (4) or More or All Piping to be Schedule 40 PVC. d Subject to _ Sub Vehicular to be H-2- g. Use 3— eechwoo0 Loading. • —C t I 500 Gal Ion Leaching Chambers in a If x30 b ; 6.Septic System to be Installed in Accordance With Washed Stone as Shown. ` • :� -• „• •', �� 310 CMR 15.00 Latest Revision And The Town of n iu/• �� ®T.H, Barnstable Board of Health Regulations. N cl J� `- �r�'.•: '' I• - FLAt.- LOCAT1pN or-- VENT O R'T' _ 7. To RC I7ETE.itMINEp IN � ,� All Piping t0be Sch.40 PVC. - • ,_H� FIELQ D-1 30x LOCUS PLAN O r Scales I "=20001 '— _—--- Connect to Exist. ASsessors Map 209 04+ F.G.51.5 Building Sewer ^Vent Parcel013 F.G.51.5 .EX I STD N C_ _ 12• AF'PROX. 1-O CATION OFn n n Groundwater Overlay AP LEAc-4d PIT.F1Et-GAWLv5'r Add Additional Peastone to slr Ep _ Provide 3'Max.Coverage GtNAL L-oC,&TION To 49 5 46.5 00 0 S,a=PTIC MAIN-TAIN %SaLLA1RED -TANK SePARATON DtSTANcE , 48.9 Sep Tankn 48.7 Top EI.47.5 :f Bol.El.44.7 47.9 47.7 Play ED ALL Ct7 MPON EIJTS T O 3 2' 17R tv��NAY' J Bedding as 1 CIF_ NA-20 LO p PtN C- Per Title 5 Bottom T.H. 5 19.7 No Groundwatter.er.G Groundwater onEL.25 From T.O.B.GW.Contour Map(1992) LI"QS CL6ANOttT y''ps P„c DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM CTYR) Not to Scale �1 Finish 1 P.cE.RG. -Te.6T EL. 51.5 Grade Filter I 8" .m M Fabric �-"•Compacted Fill .� _ YELISH DRN COARSE s+ANG A COOS-ES .l Ov 2 S 8 N I/6t-Ile I I GPI � Pea Slone N t3 CBR '15H YEL•CHARS�. SANG - -� Leaching 4e G EL_15 H 2�RW, Cop <SL S/AND N Washed 1/2�Dou►le "/ THIS PO P.-Ti o N OP Chamber 1 O Y(i S/4 Washed 6U n_DI N 6. O N 61 1 I SEPAQATG- SEPTIC NO GRQUNOWATGIZ I r 4-10' I � 1 J / �_ I 1 I 6VSTl=M CLASS \ MATt=R1L�L 12'-0" v r [=p F2 M E t2 LY L�/5 I LESS -T I-I A NI Z'M I t"t I N C H �� Iblo 1 -70 1=A%-T`A0UTN ROAD PERC No. 10,29'7 CROSS SECTION OFCHAMBER IL O - I I (\ S?ORY� SUL_L-IYAN Gty4\NCERLNG1Nc-• TO SCALE I WtTNIS.stia, tJ. STA.NTON,TOO %o%4 Sv ( I t>AT1E'• 5EPT. 301 ZOOy OF '4 u� _'` I I a TES C 1�oLE Ems. s 1.s PETER u° t7 , I I SULII T I 1 .ST UO,REO/ �L-1T �µl I I q I U0�.e 297u.r YELISH BRN. COA(ZSE SAtVta CIVIL I I �• A COOBLES 10VR S�g .. �,fa �{°+� � 24 � . - ,-..,�_ p BRN'15H YEL. GOARSE SNN p /q1 I/ 48 SITE PLAN ' YE1:16H BRN COARSE 6AN0 YR 5/4 EPTIC SYSTAEM UPGRADE I20 NO GRouNDwAT1iR PLAN VIEW f CL-ASS 1 MA-rMR1AL_ 1664- 70 FALMOUT,H ROAD ptwEo r->Aa4cIt�L(r CENTERVILLE , MASS. Scale: 111= 201 f /os Rs1o,_A—,o 5.,A-5. FOR h ADoe G Aoc1T10NaC MARCEL. R. POYANT to/to/oy r6UtL.0,NG SewERS SCALE: AS SHOWN DATE: AUG. 18,2004 J APR6A PEFG.-'t=5T SULLIVAN ENGINEERING INC. {I REYIStON d/30/o i Te35T NOLL DATA OSTERVILLE , MASS. •, Pt �f d reat Pt N/F Bett Tower Corporation .1 . • O:1 . gR ui�=r 00 •�Rn G�cj Po �0 •• fZEMO�/E EXISTING IOOQ CsALLON _..-_-. ._..-- ---0 0.�i p ' •'• •�• moo• SEPTIC-TANK d- INSTAL-L- A•t=Z2U7- ►S�c ` • •• GALt_ONIZCOMPARTM6NT SEQTIC NOTES TANK. 5EE NOTE No. q ( BM60 •'� D w.. Rp•, �k 1. Water Supply For This Lot is Municipal Water. �6 , �. E.O.P. 2.Location of Utilities Shown on This Plan Are Approx. eechw ;° At Least 72 Hours Prior to Any Excavation For This CIA'sProject The Contractor Shall Make The Required Notification to DIG SAFE-1-888-344-7233. �;, P .50,4, 3.The Contractor is Required to Secure Appropriate o �, Q Permits From Town Agencies For Construction an erry :�'• 1620 Falmouth Road - - \ / Defined by This Plan. 1630 Falmouth Rood(office) (Office) 4.Install Risers as Required to Within 6"of Finished r 9,• • • � ;•�Grade.4. 5.All Structures Buried More Than Three W)Feet or *EX15T,LF_AGH PITS Subject toVehicutgr Traffic islobeH-20Loading. LOCUS PLAN 'ro 13E. REMOVeo 0R 6.Septic System tobelnstaJled inAccordaace With p.I�r�rLUotie La 1 N PL_AGE, 310 CMR 15.00 Latest Revision And The Town of Scale: 1 = 2000 v-1.0 Barnstable Board of Health Regulations. ASSeS50r5 Map 209 51.5 7. All Piping tobe Sch.40 PVC. Parcel 013 VAN i B.Depth of Inlet Tee Below Flow Line: 10°Min. Depth of Outlet Tee Below Flow Line,14 Min. With Gas Baffle. I Src� P-flax O 9. 1;0*0 Gallon Septic Tank Shall Have 2 Compartments. The First Shal I Hove a Volume of Not Less Than 400 B.M. Gallons a The Second of Not Less Thon200 Gallons. 51.80 gl,(, 1,500Galion Septic Tank Shall Have 2Compartments DESIGN DATA > Q02 The First Shall Have a Volume of Not Less Than 832 1620 Falmouth Road-2006 si.Total > Z2 � 0 Gallons a The Second of Not Less Than 416 Gallons. 2006s.f./10 00=2.01 x 75=150.8 gpd p / � The Compartments gJ Both Septic Tanks ShoIIbe SepticTonk:200 gpd(Min.)x 200%=400 gpd / Interconnected by 4 0 Vent Inverted U-Shope Pipe Use a 2 Compartment i&&&Go lion Septic Tank With Gas Baffle. See Note No.9. I s I /L.f? 1630 Falmouth Road-5541 s.f.Total 5j7 F J Q 5541s.f./1000=5.54x75=416 d O O qp 3 n Septic Tank:416gpdx200%= 832 gpd ReMOVE. EXI 5TING 1000 GAL.• O Use a 2 Comportment 1500 Gallon Septic Tank. EPT\L TIaNK h tIVSTALL A n See Note No.9. S %S00 GAL. e- GOMPAR-rmr-N7 `_ No.1620 If Required Replace LEACHING AREA SEPTIC TANK .S1=E NOTE No.9 , F.F.53.4 Bldg.Sewer. See Note 616 gpd/0.74-,833,,s.f.Required 2� Sidewatl= 2(12+50 )2 =248 s.f. Bottom Area: 12 x5O =600s.f 848 s.f.Provided To D-Box LEACHING CHAMBER DESIGN 48 ' .5 Al I Piping to be Schedule 40 PVC,Use 5 p 48.3 48.05 - tPOO Gallon Leaching Chambers in a 12 x50 Washed Stone Field as Shown. �2 2 Compartment IIIII>� 15Z:Z Gallon Septic Tank,H-20 (�r See Note No.9 PT0oTP No.1630 FE 51.8 If Required Replace Bldg.Sewer See Note No.4(Typ.) _ a _ F.G. 51.0 47.9 46.6 t Top El.47.6 4T.5 47.25 - �� >47.0 Bot.El. 44.6 46.83 i!.c�•: r.- ..:. Fes.::2 Compartment 1500 Bedding as Bottom Test Hole El.41.5 17. Gallon Septic Tank,H-20 Per Title 5 % PLAN VIEW See Note No.9 Groundwater at El.27.5 Per T.O.B. L 4 2c Area �0 ,620 0 Scale! 111= 20I DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEMGroundwaterMap. - Not to Scale - Locus FALMOUTH ROAD OVERALL SITE PLAN Not to Scale PERC TEST 10,287 PERFORMED BY PETER SULLIVAN, P£ WTNESSED BY.• DAVE STANTON Finished Grade BARNSTABLE BOH TEST HOLE4- PT o Compacted Fill PERFORMED BY SULLIVAN ENG O M Filter Fabric SEP 30, 2004 AT GRADE EL 51.5 O'-4r Flu 0 H 20 saB Pea Stone OF in A LAYER four 5/e N- Leaching Chamber 3/4"-I I/2 e•-24 YELLOW-9W COARSE SAND COBBLE us'. Double Washed B LAYER 10YR 6/6 uv 4�-I O - 24'-48 BRN-YELLOW COARSE SA Stone ND gg •}�� COBBLES 44.8 12'._0 33" NM 29 C LAYER 10 YR 5/4 4e- YELLOW-SM COARSE SAND CML PERC TEST CROSS SECTION OF CHAMBER 43 LESS MM 2M1NiIN 44.8 No GROUNDWATER ENCOUNTEREDNot to Scale TEST HOLE - TP PERFORMED BY SULLIVAN ENG SITE PLAN SEP X 2004 AT GRADE EL 5" PROPOSED SEPTIC UPGRADE D•-a FILL Sae NOTE AT 1620 - 30 FALMOUTH ROAD A LAYER fLES 5/9 CENTERVILLE , MASS. V-24 YELLOW-e� SAND Engineer to Verify Soil Conditions B LAYER IM 6/6 at Time of Installation. FOR 24'-48 BfN!-YEllOW COARSE SAND COBBLES 44.8 C"MR f0YR5/4 MARCEL R. POYANT 49•- f mLow-eLw COMM SAND .. NO CROUNOWATER E14COUN1IIrED 41-5 SCALE: AS SHOWN DATE!OCT. 22 , 2008 SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. 98120 Vent - Final Locatation to be Determined at Time of Installation so See Note 6 t as to be as Inconspicuous as Possible F.F. EL 52.00 ( yP•) P F.G. EL 51.75 (MAX.) F.G. EL. 51.00 00 �� ,•, y ., i' • ems• 3 *n A i `� '. �•: J Provide Inlet Tee EL. 49.50 Baffle, or Splash \� Assumed. RequiredSEE NOTE 8 (TYP.) -) ri . U Plate As Printed fMm T6P61�199$Wik3flower Prod"etiom wwa to .co - - EL. 46.90 EXISTING /� H-20 EL. 45.7 -20 T� EL. 46.25 LOCATION MAP • 1000 Gallon _ EL. 45.58 N I PERMIT NO. f _ Septic Tank EL. 46.73 1"=2,000f, 1 1 2006-444 r� ti p H-20 EL. 45.25 t Leaching r Flow Equilizers Chamber ZONE ASSESSORS REF.: ,� 0 a l � As equired Bot. EL. 43.25 • o �o \ / Bedding,"T"s, & Baffe!s - Map 209, Parcel 013 \ ° as Per Title 5 o ° \ 10' If Encountered Remove & Replace HB o 40,000 SF ° ° o \ Min. All Unsuitable Soils Within 5' of LO Frontage (min) 20' ° ° ° o \ 10' Min. - Slab The Outer Perimeter of The System Width (min) 160' ��� \ ° �, 20' Min. - Foundation El. 41.5 TH-1 - NO GROUNDWATER Setbacks: _ OVERLAY DISTRICT: l EL. 27.5 Front 60' Sou DEVELOPED PROFILE OF SYSTEM AP - Aquifer Protection District �'--- n Mass_� - _� 1 Estimated High Groundwater Side 30' Estuarine Watershed ��sern Ted. &-_Te/- -----.PROP_QS - " POSED / Per T.O.B. Groundwater Maps Rear 20' As Shown on Plan dated March 10, 2 8 w r , __ - -P�Op °g°k 11�p�B WENT ~ S S _� i NOT TO SCALE ENGINEER TO VERIFY FLOOD ZONE: - ° _-______-_ _.__-__._ _- _ PROPbSE(7_._._.. ,____-- _0 SOIL CONDITIONS D``BOX ° Zone C - 0 ° TH-t ° Community Panel No. 0 ° PERMIT No. #250001 0005 C 0 TH- 1994-567 August 19, 1985 ° --1 OH ° W EXISTING -ON31 p,NEMENT _ :_ TIC TANK PERMIT NO. O ---Finish Grade 2005-376 EDGE 0 _ S GAS-�` G -� DESIGN DATA GASH_ GA Retail 6; Max. .: 11 ,f;,: ..5 ..tlt r, ii;F .It, ....... � > i,. 1..3. 1i3'' Mr GAS G s' 5 U,nits @ 1,000 S.F.=5,006 S.F. 9 Min Compacted Fill Filter �� o o�, B M _F F h'{t, 5,000 SF @ 50 GPD/1,000 SF=250 GPD Fabric And EL. 52.p0 f7f Beauty Salon 2" 1/8" 1/2" 6 Chairs @ 100 GPD/Chair=600 GPD Pea Stone m D rn # o Total . = LEACHING / m= 1648, ota Daily Flow 3' 3/4" - 1 1 2" o z I z rn cn DUNKIN yw y Sso GPD CHAMBER Double Washed ' o �c�� �� --i� D c" o o• DONUTS Stone o m D < =c°'„ I ? o N SEPTIC TANK #1664-70 D Z Z pip` Z� I { 850GPD 4' - 10" -� THE GYM EXPRESS D Z tv �{0 D V) Dc6 �. Existing 1,000 Gallon Tank May Remain (FORMERLY CVS) r m Cn I '��P� Per 310 CMR 15.404(1)&(2)(a) 12'-10" #1672 (FORM �P UNITED STATES 6� ��5 LEACHING AREA CROSS SECTION OF CHAMBER POST OFFICE / �� � 1 O 850 GPD/0.74(LTAR)=1,149 SF Required P Sidewall=156.6'X 2'=313.2 SF 'B TO SCA LE ALE ° ' ottom Area=840.4 SF N ' 1 W 1,153.6 SF Total Provided -_ W LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use W $ `(`Q OG� 3-500 Gal.Chambers in a �QQ Double Washed Stone Field,as Shown. W o PERMIT NO. 2006-080 PERMIT N0. o UNKNOWN �s o SEPTIC NOTES o 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. O G� 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to LOT AREA p C n _ 4. 6 n C p ES± / � � G Assure Watertightness. In General,Water Lines Shall be Constructed in I f11`L/1 /1 l�l\ Q� Coordination With COMM Water,and Shall be in Accordance GP With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. s.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Grade in Driveway,or to Within 6"of Finished Grade Outside of Driveway Over PERC TEST: 10,287 \ Septic Tank Inlet,Compartment, and Outlet, PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING D-Box,and Two Leaching Chambers. SOIL EVALUATOR NO.2376 7.Septic System to be Installed in Accordance With 310 CUR 15.00& WITNESSED BY:DAVID STAN T ON,R.S.-TOWN OF BARNSTABLE _ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable i Board oSHealth Regulations. SEPTEMBER 30,2004 i 8.All Piping to be Sch.40 PVC. _ TEST HOLE- 1 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum EL.51.5 PERMIT NO. Sump of 6". 2008-457 ........................ •:::::•: •:.;:•::::•:.;•:..:::..::•.:. :.•.:::. 50.8 ... .......................... .. :::::::::::::::.................................................................. 49.5 :•' 13LAY ;1Il7�ft..i6/�:;:...•':;'`.;.:� '!� �i9. :.:...::::•:•:::::. RavttSFrY1�LLc7w Town Of Barn s tabl e : ...:•:•.............:.. . :•:::::: 48"..................... ...........: ::`•:::47.5 c LAYER 1oYR s/a l 5' Sidewalk Easement - YELLOWISH BROWNCOARRF SAND ZS- 48" PERC TEST 47.5 25 GALLONS IN<15 MIN. �-- - , ,� 120" = 41.5 S86o30 25 W NO GROUNDWATER ENCOUNTERED . 3 CML 8 TEST HOLE-2 OUTE 2R EL.51.5 D n • Fl . ..... . . ROA : :: : Tb ........ ........................ FAL 0 9 ..................................................................................50.8 A Y ........... ::»::::»::>:: :>::: :> WIDE STATE HIGH W 8 24" < :> :::;:;..........................::......:..:::..•,.::,:>::::;: 49.s NOTES: . PREPARED FOR: PREPARED BY. TITLE . ..: .�.: Site Plan AR 47.5 C LAYER 10YR5/4 ProposedSeptic Re air YELLOWISH BROWNMarcel R. Poyant Sullivan Engineering, Inc. pp COARSESAND 20F Camp Opechee Road PO Box 659 At 120"l 141.5 Centerville, MA 02632 Osterville, MA 02655 1644, 1646, 1650, 1652, 1654, & 1656 NO GROUNDWATER ENCOUNTERED (508)428-3344 (508)428-9617 fax Falmouth . - Road SITE PASSED Barnstable Mass.30 0 15 30 60 120 Draft: JOD (Centerville) w Review: PS DATE: August 23 2011 SCALE: 1 " 30' Project: 98120 9 ' _ __ __ _ ___ y .......... e z 25 15 15 o w PRECAST CONCRETE z - J 51 50 7 LEACHING 51. 5 ELEV. ELEV. 52. 00 E HING PIT m ELEV. ELEV. 52. 00 o. .. EARTH _ . SL0 PE o 0 0. 4 p M: H. BACKFILL _ -- z. SLOPE - I % N _ .,—BAFFLE ,.,, o 3 MIN. _ _ a' . r SLOPE - b /o ;�;: ..; .. - LIQUID LEVEL ; 4 PV.C. PIPE' ' 0 01' 4 PV.C. i O o o ° 0 ,. P. PIPE b , o 0 o T I ° z = o n 49.95 49.70 0 _ z INV. INV. - v — 49.45 °° ; 1 1 1 • • • • 1 1 1 — - INV. 49.15 �. o o 0 0 ° ° Fl,.. g ... INV. o o O p a. .p 49.30 • • • 1 e ° INV: INV. 49.00 1 1 1 • 1 1 NOT E. E CAST IRON SANITARY TEE 6 MIN WASHED 1 1 • • • • 1 1 1 PEASTONE ALL - PVC PIPE TO BE _ R - 1 1 1 • • • 1 1 1 SCHEDULE 40 b. .. PRECAST _CONCRE E T 1 1 1 • • • • 1 1 1 LIQUID CAPACITY - I.500 GAL. a o p , 3 _ 3 0 DISTRIBUTION BOX 1 ` • • • • p. 1 1 1 1 1 WASHED , T - 1 1 1 • • • • 1 1 , 1 _ s oNE ? � � 11 is ♦: .., 1 1 / • • • • 1 w p 1 1 1 • • • 1 1. 1 Uj o: p p. PRECAST CONCRETE o ° p o o e , 0 o 0 0 ° o O v v o 1 1 1 • • • • / 1 1 ofl o ° SEPTIC TANK. , O , p o �o ° o 0 0 ';• o°o°oo�o 00o ELEV. 45.00 " SECTION , THRU SYST EM (SUITABLE FOR H 20 LIVE .LOAD) �. it , , 2 -0 6'-O O. D. 2 -0 T SCALEEFFECTIVE " _ NO TO S -o _ _DIA. .10 • i sz h PERCOLATION y TEST RESULTS : GENERAL NOTES • 2 10/29/82 II Test Hole. . ...taken 1500• f I. al. precast g p st concrete septic tank and _— Ground -52 nd Elevatior, outlet recast concrete dlstnbution box � _ .. P to be b;� - P 2 Rotondo '81 Sons r c� 30 30 Percolation Rate 1 in min. o ,Equal. 60 at the Depth of Lr,c . ' P inches. 2. ) All piping outside of the Disposal 4 P 9 p Area to be Depth • p of Ground Water In. ' � water tight. 15 5 90 Elev. of .Ground Water - 9 . 3. All washed stone shall b e free of Irons clay and Soil Strata = - y fines� and must ` Barnstab , be satisfactory le t the O!/C NE t-�_ _ _ �. -. T.H.2 _-_ __... _ .. _ Loa m I W/RE s ` : 0 6 Board of Health. Al. T t T 4. The_ ) installed facilities ,.-- 6 l32 Course -Sand ties must be left' p j�,�__ 81 Gravel exposed until In Barnstable 1 _�.-1._..._...�►•- o inspected e c t e d b the able Board oard of Health. 5.) All construction to be in accordance with Il t T t e Y and Town of Barnstable re ulremen,s. PROP RESERVE 5 q AREA (TYP. ) _�-- * No Ground Water Observed - 6.) Topographic _Survey,by Ayoub Eng., Inc., from D Wl # PROP LEACHING O DESIGN DATA G 1062 IB, dated 9/22/82, entitled PIT (TYP. ) _ , to ESTIMATED DAILY SEWAGE FLOW Topographic 8r Perimeter Survey for McDonalds PROP. DIST. BOX �, Corp., almouth Road, u v 7x 75 G.PD./I000 S.F. 525G.PD. p R Route 28, Centerville Max. AI - Z PROP SEPTIC TANK Allowable Flow .784 G,,P D. (Barnstable) Mass. . - ONNING CH ANGE ti • LINE ; - EXJST. SEPT/C SEPTIC TANK REQUIREMENTS 7. Test Holes and T n Percolation Tests by Ayoub Eng., T•.4w K 70 0 1% 5x525= 7g7.5 Pawtucket,900 G Inc., P , R. I., witnessed by Barnstable 65 USE I-500 GALLON MINIMUM Board of Health, on a 10 /29/82. I LEACHING AREA REQUIREMENTS 8. Test le No I Data T_.._ BOTTOM AREA = Ground Elev. 52 Perc. ate - � R I n 2 min. at 2 _ 60 Depth, r I `TT (5) x I Gal:/S.F• No Ground Water Observed. 10 5 Soil Strata 0 24 Loa an l i I SIDEWALL AREA m d Top Soil, 1 h, I P. 7000 S Ft. OFFICE B ILD NG „ ' , PRO q � � _ 24 60-' am 5` GOODS STORE. 1 Loamy Sand" and Gravel OR DRY. . 0 -i ( _ „ ,, I � 4 x`l'1 .x 10 x 2.5 Gal/S.F. 314 p EX/S7 BL D6. 60 -132 Medium Sand. • FIRST FLOOR LEV. - 52. 0 39 2 G.P.D. I _ ` b Use Two Pits I - . q _ o ! I I Total.. Capaci�t -784 G. P D. l Y cp � 1 l _ _ REVISION N N i f S 0 DATE DESCRIPTION BY DES. BY : R. A. E. 140 - 5 SEWAGE DISPOSAL SYSTEM I DRN. BY / LEGEND L. M. P. I l ' \ EXISTING CONTOURS 54 FO R CHK BY R. C. V. PROPOSED CONTOURS OFFI CE BUILDING , DATE 8 /28/84 PROPOSED FINISH' GRADE C IN LOCATION _ b TEST HOLE .,. . 0 rn CENTERVILL H `� y ,. E S OPPING PLAZA s .�� ,� -�°�. ELEV. BASES ON Mean sea Level BARNSTABLE MASS HUSE N _ fi . M ,.. �.� AC TTS BENCH , MARK. 1 _R STORES 9 15 , t �,.� ,.�. F O R o es Hydrant PLgN T W -t P E� R NE L. POYANT INC . Head bolt Elev.= 54.80 � �y f_ 11 1 y ;..� , r_ TEC FORM SD-3 17 72 ,F 'T sca�E I 20 : � � .� lbbetts engineering corp. OB No. SHEET OF tEcNew Bedford Mass. I 1 , , __ , . _ , . - --- -. --- - - m.r"., . - •t,., w. . , . , t a O . , I I- N TES I � � � - . � I I I . � . I I I 'pf , I I I �P 1 RO PROPERTY' S N P I RECORDED I BARNSTABLE COUNTY- REGISTRY OF W- o o . .,o U t f A : DE 0 11. r K ; EDS B OK : 207 PAGE 332 BOOK 20 2 PC 6 E _ 7 E BOOK _ 2820 AG I .I P E 275, BOOK 2352 PAGE 31 BOOK 3631- II� ' PAGE 172 - . I I� �/I � . , ..BOOK 5013 _ .-.PAGE 203 BOOK 131i 3 PAGE 652 - _ Gr? � E'A r t} , 4 MAR . ,,. BOOK 5 79 PAGE 2$5 'AND TOWN OF- BARN STABL A - sHEs ,, E SSESSOR S ,,, R _.._._ o q PLAT 0 2 9, ..LOTS. 3, 4 12 96 & 97. , 1 ,_ 4 P U � r 0 a 2. FOR PROPOSED BUI IN _ OCUS LD G . DESIGN REFER TO .PLANS BY ALGER & .., - - o � L . Q GUNN ARCHITECTS. TE. 2 r .,._.. _ :.. p .I 11�0�II I.I.l;�i1 I,..I I III-I.II�II-.I.II-��III I1�I,IL 5 3. _THERE ARE N0 WETLANDS N 0 LOCATED WITHIN 100 FEET OF THE i , F o �� I; SITE. II I 1.1,-.�-)�I.II�."-.I�.II I I D I AN EL GALLAGHER . , . '"" . 4. PERIMETER AND EXISTING TOPOGRAP N �, N HY i FORMATION TAKEN FROM GJ PLAN OF `LAND OF LOTS 3 4 12 96 AND 97 PLAT Q --,,, y Q 209 , � S7 , 8 PREPAR 0� _ ED BY ATLANTIC DESIGN _ ENGINEERS, 1NC., DATED U, 50 E $" cs CB FEBRUARY 28 98 . - © 11 1 ' 1 . 9 , � 96 , � N � - FND. 5.' VERTICAL DATUM N ' � ' TAKE FROM : DATA PROVIDED BY BAXTER AND Cn I I FRANK k=', WIL I I ' NYE > ENGINEERING INC: AND FIE D \ �� ► l o i, L LOCATED BY ATLANTIC I I �__ -h O " � + ^ } • , �.7 f . DESIGN ENGINEERS INC, ALL ELEVATIONS AR A :. E B SED ON THE d o 1 57 2 ---- , 1 : M � N F I (� I I ' BENCHMARK LABELED 51:74 FOUND ON SITE. C� 6 E N86 16 58 E CB _12 4 0, ' � I ; 2 .,_,. 106,34 • FND. J : ( ) LOCUS MAP ,�, o BETTY BROV\�N CRUST. _ u � 6. PARCEL IS LOCATED .IN THE AQUIFER PROTECTION OVERLAY , (NOT TO SCALE DISTRICT AND FLOOD ZONE C PER F:(.R.M. MAP 250001 0005C I "\ > I I I . 00 , I -P_ I 7 t ', & 250001 0015C, REVISED 19 AUGUST 1985. I „_.,, j I - , , _fi EXISTING HOUSE 7. X I .". ,; I I` r 1 , - rI I E (STING SITE HAS TWO HOUSES AND APPURTENANT STRUCTURES, � v GAS � _ TO BE CONVERTED / I .; AND UNDEVELOPED LAND. PROPOSED ARE TWO OFFI Q D4 i 1 I ry CE . BUILDINGS. j � I I c�. � f TO PROPOSED �o � _ ,tv I '� , 8. `EXISTING SITE CONDITIONS ARE , TO BE VERIFIED IN THE FIELD PRIOR Z OFFICE SPACE 800 S.F. / / I I I '1 j ' , , •�, TO THE PROPOSED BUILDING J w , / �-5 CONSTRUCTION. ANY EXISTING SEPTIC EXISTING SEPTI , ./ i `, �� I I 1 I..'' II II\1�I I I I\- ..I I1. I . ^� I + LEGEND (CONTINUED SYSTEMS) ,OR UTILITIES IN THE VICINITY OF THE PROPOSED WORK i Q. p co SYSTEM TO BE / / I .I �I L_ , �. . iI.I-fa I -,,�..I� I I. � SH h co F��PLACED CB l LL BE RELOCATED IF SO ENCOUNTERED. __ :... .. ..._ _ _ ,� ,� ` °01 5 „ FN 9x3 1 70. I � PROPOSED CATCH BASIN WITH LEACHING PIT 9. EXISTING POST OFFICE LOCATION FROM A WORKSHEET PREPARED BY 36 R C . LfiN PROPOSED DISTRIBUTION BOX BAXTER & NYE, INC., DATED DULY 31 , 1986, REVISED SEPTEMBER 18, 1//1///I//.1�I -..I��\\-T_I-.�I;�I<I-\' ZONING HB I ,`TOWN 20' MIN ,35 . iF.�,.I5 1)�.:.i"".I!i!/0/�V�f./ /1I..��\//�\m 1 G./.V.�1 I1(:n.:I I)��I.I -I 1 I f/I\I 1\11 1987. CB SR� 0 PROPOSED LEACHING PIT 0 !�' O` 1 UNIT 135 I, FND. �. , .. �� . 10. SEE SHEET 2 OF 2 FOR SEPTIC SYSTEM CALCULATIONS AND PROFILES. X o ' ' ¢ROPOSED . ,' V ��, . . .. , r cv 1 . PROPOSED RESERVE LEACHING PIT o LOADING TP / , 1 � , � , 11 . ALL SEPTIC STRUCTURES ARE TO MEET H-20 LOADING SPECIFICATIONS. I LO SYSTEM � AREA p PROPOSE / �` EXISTING no Q PROPOSED SEPTIC TANK 12. ALL `SEPTIC COMPONENTS ARE TO BE INSTALLED IN ACCORDANCE WITH 0 co -�`_`_, O F'7I �,, P 0 S T 0 FFI C E m I c�/ � s SYSTEM 1 ,, _ STATE ENVIRONMENTAL CODE TITLE 5 AND APPLICABLE LOCA Q z �, `� .! 1 L I r �UILDIN I PROPOSED SEPTIC VENT w O REGULATIGNS. �, �, ,, 3 a 31, 6,156 .F. , � � I -- - 52 - - - - ,o . / EXISTING CONTOURS _,_ 13. TIGHT JOINT (TJ) PIPE TO BE SCHEDULE 40 4 DIAMETER PVC UNLESS / I , Z • (6 Ulf S) a/ µ _..� PROPOSED CONTOURS - i { Q \ , ; ~' OTHERWISE SPECIFIED ,OR AUTHORIZED. ALL PIPES ARE TO BE LAID � ,/ , EXISTIN of �; , Z f � . " , X15T1NG � ). - ON A FIRM BASE. ,TJ PIPES TO BE WATERTIGHT AND TESTED AS a - g' r � SEPTIC = _ N F 52x5 U , PROPOSED SPOT ELEVATION ..I `� N O % � UTILITY PiOLE SUCH. �Z - p SYSTEM r ESTRIC7 D AND GUY / ` \`D - - MARCEL. R. POYAI �_T, 51x3 % I . _, ?� n + IE TP L7 R TO ,BE / � . ,.,.n � .;-., 1. �E�XIST N c. - 1n O , I WI o � O I G TRAFFIC SIGN ,., UILDING E TO BE • � p , � � REMOVED w. �.� ) � „.. 14. AL'L TOPSOIL, BOULDERS .AND _ UNSUITABLE MATERIAL ARE TO BE (iJ co r.. REA LI E � RELOCATEa v- � � - -,- PROPOSED - TRAFFIC SIGN _ IQ � � �, FrIV ELEV. � ., GA I I I I EXISTIN� S REMOVED SURROIJNDNG ,THE . LEACHING- AREAS FOR A MINIMUM � LLJ ,� / , w 53.0 0 - -4 _ _ - ixlL-ITY POLE s PROPOSED TRAFFIC SIGN DISTANCE OF 10 FEET IF S0 ENCOUNTERED. CLEAN BACKFILL LL w I I c\ ; 8 611 � �t 0 AND _GUY V �. IS TO BE PROVIDED FOR THIS AREA HAVING A , PERCOLATION I ` I - u'• EXISTING COMMERCIAL SIGN , O r I WIRES TO BE J > , RATE OF 2 MINUTES PER INCH OR LESS. I r G,, _ RELOCATED c� �- -�- 73 1 I I 6 PROPOSED COMMERCIAL SIGN PROPOSED 8" I, � I I .> O11 Q„ WATER SERVICE ) �'`` ' _ _ 50 O S- o p -_ E L01 EXISTING TRAFFIC SIGNAL TO TIE INTO ' ' - C1 LEGEND ° - � _ _ EXISTING WATER Q �(/� 1 - - - - - - 0 -c-- .%A o PAVEMENT STRIPING LINE ON .CAMP U � r t� O i OPEECHEE ROADS "� A PROPOSED GAS LINE j' \\X . -�- TO TIE INTO EXISTING CB RED EXISTING P R P O N �- ��- O P 0 SED E CLOSED DUMPSTER o \ ° EXISTING PVC PIPE GAS ,LINE / INFORMATION t (FND.) , No GAs EXISTING PVC , GAS - �� O P�\ BOOTH" -_ G �� _-_ _ L__ GA �o / , ❑ PROPOSED ELECTRIC `BOX PROPOSED PLANTER G AS PIPE TO BE / D4 GASGV i EXISTING SEPTIC V I c� REMo ED oR Gv O . PROPOSED ELECTRIC MANHOLE ■CB (FND.) CONCRETE BOUND (FOUND) MANHOLE TO BE RELOCATED .J EXISTING G4__-- `� a I ��JUSTED TO A UTILITY PO L I 1 . S NECESSARY I L CJ EXISTING UTILITY MANHOLE MAT H PAVEMENT , AND Gu G - 0 TEST PIT N06 �6 55 -E \S1\N NG a EXISTING UTILITY POLE G � r� _� wr�Es To B EX v\p1 , \ 11 1 .89 RELOCATED P\L 8 F • i . . ° Q) EXISTING UTILITY POLE WITH GUY WIRE � .:.. _ "� : RED 120 S• 10, �S� I \ o�IW-: ► _ � 0 v . EXISTING OVERHEAD WIRES I G \ S 11 UEL EXISTING UNDERGROUND L. CTRIC IN � �'),� \...I I I..V��. E E L E 46x2 P*.�1�Iry I i I t p . I' s, PROPOSED OVERHEAD LIGHT l .�' I I , O,. 6' I _ S- , --- s I E EXISTING C�- 0 PROPOSED OVER T \. 1I.I, __ I I I I .. � II.I--I �.'-I_I_II _�\I I I I . .."-�I I ,�-�� ,I I.I. . I .I I.I I"I I I I .I-9�II I� ,,�,."��,I.\I.1.-..I 1,�.I�I I-I�I.II I.�I I�III�. 1 I HEAD LIGH I EXISTING 5 . BANK / w,. . lr 1. . UTILITY / 1 , POLE o 2 240 S F. PROPOSED OVERHEAD LIGHT T BE , i O 5 W RELOCATED 1 UNIT 86 30 2 S CB FND. w ( ( ) PROPOSED WATER LINE I 1. � , 0 N . _ 509.63 BENCHMARK G-� EXISTING WATER GATE VALVE 3 ELEV. 51 .74 3 , ,__, _ . 8 .,; 486.0 PROPOSED WATER GAT VA V `�, s , ASSUMED ; E E L E W O Q z I S 86 30 2 / SEE NOTE 5 G EXISITNG GAS LINE d EOj _ a _ 48 -- - - - - .: GAS _ ,. G PROPOSED GAS LINE. p, _ . .... .......... D4 - , E . PROPOSED UNDERGROUNID ELECTRIC LINE GAS :..... ,. _ .. ... X N pq E ISTI G GAS VALVE : E g o W � D TN F F I I G HY X S IRE DRANT 2S tiYo \ , ' TE R ouT EXISTING CATCH BASIN O A D S , H R.. M 0 U s �. A L ,, r, T :. ,. .. . - ,t , . D , FILE 6705EPT1 - ,, es1 ned b 9 Y ' t� .�. S C _: ALE OWN ER AND PP" . _ A # NT She: � L CA et of _ . �. , x./` SEPTIC SYSTEM_ . , � - PLAN rW I� Da n b Y � � . _ C JU LIE POY FOR , 30 �, ANT ��. C ecked 1 2 ` h b , I� . ' Y I� { ,. . DES ; 30 I N 30 G ENGINE R o _, , . � . E S INC: 7�� 282 BARN CEN TERVI F I s ry �. STABLE READ LLE SHOPPING CENTER to d u e chk._ b Y JOB NUM BER : .. t � P o r _ 0 X CTOB O. Box 1051 - Sandwic . BO K ER 13 198 h MA 02563 A. , 508 8 8 8 9 8 2 2 ve L CENS Da ..._ ll A ra d b �a� t�E; P P Y .. N0. DATE R V E ISIbN HY A 6 I NNi 7 � __ S MA o260� O q CENT V L ER I LE 'MASSACHUS T . . . , ,E TS � 3 _- - _ _ 1 . . - - _ 5. __: • -�-----------.----------------------------�-,---�-,�- ___.__________, _ I - -1 __.__._1__ - 11-�-.-----------,�--�-----,---,�-----,------.--------------------.---------.-.-- ______-____- __ _1� ___ , �- - -I -, ___ I - 11 � , , - I I - - - - � -�I-,-,-- -1 ___ 1 I - 11. -I --1 __1_�- --______,_____.__ ______ _____________.---�, - -7 -:- -- --------------- - - ___tm_ -,-,,_" � �� - 7-�-�"-,:1-,�-7 i-7� 1 1. -, -" �7-7,�i,1, , � - , - � _,__________ � �- - - ,�7 1 . I I 1.'I,�1, �. 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I � I �� I I I I DESIGN CRITERIA :11 , . I I I 11 I I ' ' I - I I . . 1 I I . I I - I I � 11 I �1� 1 . 11 ,� I ,�, 11 �, , . . I I I I 1 I I li � ., I j I I I I . . � I I I I I I � . I . , i I � I I � � 11 11.11 11 - � � � I I I I I , 11 I I I I � I I . I I 1 . I I � I I . ' 'I I I 11 I : . I I I I I � , I I I I , � .", ,,� I I , I I I . I . � � I I I I I li , , � , 11 1: � I I I . . I . i I � � I . I I . I I � I . 1 � I I I I � � ' 'I 1. 11 I I I ,,�, ",i� ��, "' I � I I I 11 I � I I 1 %-i I I " , " I I I I I I � � I I I � � I � I � I I I . � I I � - , .,� I 11 ,51 7, �, I 11 I I . � . I I I I I 1, I I . I 1. . � I I 'll, I I , I I � I I I I � , I I I � ' ' I I - I � . 11 � I 11 � I I I I I � - I , I � .�,� I � I I � � - I 11 I I I I , � I I I I I , I _;:�, �:,,,� I- - 111 I I I I I .., I � I I I _k , . . I I I I . I I � 11 I 11 - 1 � I' ll 1. i I � I 11 Ili, - I 1 11 - I I I I . .1 I . I I I ,!,� 'i,�, ;' � I I SYSTEM , #1 I I I I � I I I I . I I I - - I - I 1� � �,n, � 11 , I I . � I . � I I I I � � I I . " I I I I " " , " I I I I . 1, - , � _", !, 1. � I I I � I � I I I � 'i !:_ 11 I � I I I � . � I I I I �11 J "I ", I I I I � I ,I � I I I -, _ _ I I I � � . I I I I'll i. , I ", I I - � I I �: ,,�,� 11 �%A�, i�, I I I � � I I � . I I � I I - � I I I . I I . 1 171, ',',,I ;,, 1. �� . - �. � . I I �_, � I I I I �� I ,,�,""i 1. I I . � . I I ; I I . � � , V, 11 I - I � I 1, . I I I � ' 6 1 55- S.F.: OFFICE SPACE I I I I � I I "I I I I I I I � I I I I I I I � 1� I � I . � ,��, ',,��;', `p 1�1 I I �. 1 ., p , . I � I � I � I �� . I. . I I I I .� I I :, � , �, �, I -;e��`� � _ I - I I I I I I � I ,, I -i, ,", �, I . I I . � I I I I I I I I . I I � I I � � � I I I .I � 11 I I I . I I � I - I . ." 1. I " I � � I I I I I I , I I � I . I I I I I , ,11, I " I - � I I � � I . 1, � I 1 2. DESIGN FLOW: I . I I I I I I I '11, � L I I I I I 1� I - � i, I _�;, �i �- I � I I I . 11 I I I I � I ,; I ", 1, I I I I i � I � I I I -15.5"-1 . . 11 I I � I - I �i_�":,_" I � � I � I I I I I I - I I . � I ,11 ,� I I ,I I I I I . I I , , " , �, � I I . 6,1 55 ,S.F. ' x 75 GAL./1',OOO S.F. = 461.63 GPD I I I � I . I I I. . I � I . - I I I 1 I �,�"]-,�, .. . '11 ''I � , I I I I � � I I I I Ir I - ,��,'!t � , I I I I I I I � � - I � �� " I 1. I I ., � . I I I I � I . I � I I . I I I � I ,��, - kl " I� I - I I I I � 'I I . I I � I I I I I I I I I- I ii�;-,,,�� � I I I I I . 'i � �, . I 1� I � , _S 1". . . I � I I � I I I I I I I . I I I I I I _; I , , ,i,� ;�;,� I I 1. I � . . I . %____j I 1, � , , '� I " I I , � I . I � - I I .� I I I � I I . I� . - I - . � � ; . I � I � . . L � I I . 11�x ,��'-` f",� 1, 1, , I I I I I I ''I . I . I I I I I I � �, I 1� I I � � I : . � 11 � -- I I I . I I , I " 'j�I 11 ";I - I I I I I I I I I I I � I I I I TEST PIT NO 2 - , I : . I � I - I I � ,, I � I . I I I 0 1 1 ' "I � � 11 - , I I I I " I 1, , � ,m � I I 1 � I "I� I I I 1 3. SEPTIC TANK SIZE. 11000 GAL. MIN I I I. I I I I I I � TEST PIT NO. 1 � . 1 I I � I I - --I- '7 , I I , I I "I I 11 �I '' I I I I - -11 11 I � I I I :, I TOTAL ,- 461 .63 GPD . I � I I � I 11-1 . . I I I I I , I � I i� I I I I . � 1,63 GPD x 150% = 692.44 "GALS.) - I I I I 11 I � I I . I I . I . I I � I � I , �, -i �,i�l . I � I I - 1 (46 1' I I I I I I � 1 15.5 � . I � � I I .. �,,,�,, I I I I ,' . I I I I � I I � I - . � � 1 5" DIA. OUTLETS , I I � � I I I ,�:�� I � 11 I . I . � I I I I I I I .. - 11 I � 1 ,�'� I '. : � ",11", , 11� � il I I . 1 I � 11 I I I . I I DEPTH . SOIL TYPE ELEVATION : I . I I - I - - I � � 1.75" WALLS i I � - I , , �1' 1, I 1 . I I,, . I � - - I � . 11 � , ,, I � ,; �1, � . I I I I I I I I I I - 1 . il I " . 1, I I . I L . J � I I _,I I I � �I I i � ,����,I el "I I , , 11 ,. I � - � - I - . I I I SIDEWALL, AREA = 2.5 GAL./S.F. I I I I I I � I � I I I 11 I � I . I I [- 2". 1 1 f-__--I I I I 11 . I � I I , ,�� 'I, I, I 11 � I � - � I . . I , I I 9 � I 11 I I � � � . 1, I �1, 1 . Ili, .�, I I �. I 11 - I - _\ I I I I I I . �' , �'�,�' 4. DESIGN 'PER�b!_ATION RATE: 2 MIN./INCH , . I IbEPTH , SOIL, TYPE ELEVATION - � 3, ..-.-- : ,� � � ,, I - I I - I , ; , I � "I I I : 1, � I I I I � I BOTTOM AREA = 1 .00 GAL. S.F. � I I � . 11 "I l ' o I . 54.5 - PERC. TEST 0 1 54 1 1 - i I I , - �11,111_ , / I I I � I I � . I I - I � I I I - " lq 1 I I I .' ' � 5 � , � . I 11 � � I I I I I � I . � I � �', I - I I I � . 1, I � I I I I I I I I . I . TOPSOIL & I TOPSOIL ' & , I I ' ' I � �, I 11 I I I , I I I I � �: ,- � -ii,,'i I � I I I - I . . ' 'I I � � ,� � I � 5. LEACHING-. AREA PROVIDED: 1 LEACHING PIT I . I I I APPLICATION I ' , I I Ll I - 11 I � 1 , 11 I � 1,ii" � 11 I I I I I 11 11� . . I I I I . I SUBSOIL. I . I 1 SUBSOIL . � � 11 I I I I I 1 � �:,: -,i ', �":,�, 1 1� I I I I I I __ ------------ - - I : I I � I . I I � I 11, 1i il li��'_',�_�,,i I ,� - I 1 1 6' DIAMETER : 4' EFFECTIVE DEPTH, 3' STONE ALL AROUND I 1 2.O' - 52.5 - #P7275 2.O' 1 52- . I I I I �� , � "i, " '�, I " I I I I I I I I I I I - I I I � I I � �, "I 11 I I � � � � � . I I I I � � 11 . I I . ; � ",,, ' '-, I . I ". I I 11 , 11 " I I . I 11 I . . I I I � I � I I I I I � � 11 I I I . I I . � 1. I 1 7 1 7 1 I 'll, 11 , ,";; ,�,,��-1_11,11, I I .I 11, . I SIDEWALL AREA = : 2, x 3.14 x 6.O' x 4.0' = 150.72 S.F. I I I I � - I - I I . . � W-l-,"', - � 11 1 '' I I I I I . I ' 'I I I I ( --� I I ' 'I I �," el "I ' '�:� ",",;� %� ,_� , ;i, ,:� P I I . I I p ; I I I I . I I ��1, , .1 I - I I , I . 1 7.5" 14" 1 1 , ":�,,;,,`� I I , -4.o' I . 50- 1 � ,z - I I 1 I BOTTOM AREA = 3.14 x (6.0 ) =' 113.04 S.F. - 4.O' - 50.5 - � . . 11 , I I- I � I � . � . 11 I I I I � . I I 1�, . - - , "! I I I I � . ' I I I I I _____1 I � I I I � I I . _ 11 llil��i I - I MEDIUM .TO MEDIUM TO , � � . �_ :, 11.,"�- �, 1 : 1 . I . 1, . , � I I I I I I I I I I I I � 1-111, I I . I I 1. I ,� 1, I 1� 1 6. LEACH IN G 'CAPACITY PROVIDED (BY TI TLE 5) 1 1-61 � I I i, _ i I I � . I I -1 I I I I I I � I � , 1 � . �_ , , , /i, I I I I I I I I I PERC. I I I I 1 61' i , . � � I I I � I �� I 11 " ,�,I.- . I COARSE SAND . - . ND , I I I I I I : I �:� I I I � 11 " I � I I I � I I I , 11 %i I I . I 1, I I ,� I ,� 1� I I . � I - I 11 I �, I I 1�"A,- I 11 . � I I I I I . AVEL � 11 I --- I I 1. 1 . "I � I ,, .� I - � I 1, BOTTOM , COACITY = 111-04 S.F, x 1.0.0 6AL./S.F. = 1*13.04 GPD I MIN./INCH I RATE < 2.0 , . . I I - ' 'i I - � I I . .1 � I I . ' I I , - I , '' I I � I I .1 � I 1 . I I I I �� 11 I � I 11 � 11 I 11 I 1. 11 i I I I ' I 11 � � MIN./INCH . � � � I I I I I I I � I NLET - I 11, I � ; I I I I . I �, , I .I I I � � I . 1 2 =5 ,� � I � , I I . I I I I DIA. I , . "I I I,11 I . I I I TOTAL CAPACITY , = '376.80 GPD + 11 3.04 GPD = 489.84 GPD , I -r- � . . I - 11 , , `1 - I � I � I I . ..SIDEWALL CAPACITY = - 150.72 S.F. x 2.50 GAL./S.F. = 376.80 GPD , RATE < 2.0 WI TH GRAVEL �, I PERC. WI TH GR ' ' - � " .ill, I - . I . � , I � . � I I I I . I � I I I � % ,. . I 1. I I - I . � I � - � � I I I I � . 11 I I I I . . � 1 I I I I 1 :. 1 , 11 ,��"/, i �, I 1 489.84 GPD >, 461.63 GPD (PER TI TLE 5) 1 1 1 1 1 . � I � I - � I " I "I � I -, I I 1. . � I - . 1 12. " 4 1 1 : � I � I � I I � I - � 14.0 , I . 40.5 - ? O' 2 - - � TYPICAL 5 OUTLET DISTRIBUTION BOX DETAIL � I I I I I I I ", I 111 I � I I I � 11 I I I 11 - 1 11 I I � 1, I I . I I I � I 11 I 11 � ' I I 1.11 . � 1 . I I I I . I., ,� , " / ; I I I I I I I I � I .1 (NOT TO SCALE) I I . I .1_1 .1 �t�1111� I I" 11 I . I I - .. I . 11 � I I � I I � . i�', �%� , � ' , - . I 11 SYSTEM #2 , �- � � . NO GROUNDWATER ENCOUNTERED �� I ,NO GROUNDWATER ENCOUNTERED I � j I I I � " I" I ' ' I'll, I-, ,� '. � ",� � � .� j- I , I I . I I I I i I I I I � I 11 i , I " �,i:,,,� I . I I I I I I .1 , ,_ ;,ix ,. I I L, 1. I ." �11 I � - � . � I � � . I I 'ATLANTIC .DESIG I N ENGINEERS I N C.' � I SPECIFICATIONS I I I � I I 11� I � I � -, ,� '1�I, I ��," , . I I I PERFORMED BY: ATLANTIC DESIGN ENGINEERS, INC. PERFORMEDBY: I I I I � I 1. �,:" i�il'1-1�111; I i'i I 11 I I I 1 . BOO S.F. O . . I I I I I I I I i�, , I I � � I I I I 11 , , , 1 7 - " I I - I � ! I � I * CONCRETE MINIMUM STRENGTH - 4,000 P.S.1. @ 28 DAYS I �� I .1 - I I I 1, ",,a�� 1�x��,"$, 1; -1 I I i . I I I I ,� !I- I I I I 11 � WITNESSED BY: JERRY DUNNING � WITNESSED BY: , JERRY DUNNING I I 11 � I I I I I I 11 �1 . �'', , -1 1 . I � 2. DESIGN, FLOW: I I I I i � I I I �, 11 Iii " . I I., 1, I . . I I . I I . � � . I I . � * STEEL REINFORCEMENT - ASTM A-615-75, GRADE 60, 1" MIN. COVER I �.I I I � -, I"''I ,,'�11'111�,'S',��', ,I � I I : , I . � I I I ' 'I . ,� , : 1 : "', , , I I I I I � I ' . TOWN OF BARNSTABLE I TO E . .I I � - I I I I � '', 11�1 , ,"', I 1� � - 1 1 � 800 S.F. x 75 GAL./1,000 S.F. , = ,60 GPD I � I I I . - I I � I � I I �, � :', 'r-,`� ''. I I I � . I I � I I � �,,� � � I I I . I I . I a � I.,- ", I I I � . BOARD OF HEALTH : � � I I i � , , "-", I ,� , ' � � I I I I I I . � BOARD OF HEALTH . � I . - I I ( ��'�, , I I I � , , � . , 11 I I 11 I I i ; I , 1 I I 11 I I - I 1 - I I 11 I I . I I � I I . . I I'll _ I � � , 1:,�' 'i I- 11 AIT - � I � I � i I I I � � ,�� 7 � ' ' I I DATE PERFORMED: 4-11 -89 I DATE PERFORMED: 4-11 -89 � I I I ,� I I I I � I 11 � I � I I " I . I 1, I � �'��_;,1, 11 1� I I I I - � 3. SEPTIC TANK SIZE: 1 ,000 GAL. MIN. I � � � . I . I - I I � 11 I I I I , ,,%-, 'i, , I I I I I � I I I I I , � ��,;It_i 1 I I I I I 11 1. I I I . I . I � "I t ,���,� ,- I I .. I . I . I � � 1 2:;i"V- - . I I I . I � , I I � � . . � I I � I I I I 1. � I I I I I IJ �, . � I I I ,, (60 GPD x 150% = 9.0 GALS.) . � I I � I 11 11 '' I � � 1 �:, 1� ,11 I I I I _ I . � I I I I ,� , � � -�` I �- I , I I . . � I I I I I I . I � i � I , .y I'll I I I I 11 . I I I I I I I I I .1 - .I I .�, _'i:.,�: _,"�:',�: �, : I , � _ ,,".�- .. I . 1, I I I 1 4. DESIGN , PERCOLATION RATE, 2 MIN,/INCH I I " , -1 I � I I I . 11 . � . � , 'i �" , , � I I I I � I I I I ly I . I I I I . % � - I - . I � I � . I � 1, , ', I,- 1� I � I I . � I . - 4 �, - I I � 11 . - I I � . I I . . � I �� - I 11, I , , �11 . . � I I I I . � :�ii,:� I _Z 1;1 I . I I - I I SIDEWALL AREA = 2.50 GAL./S.F. � , I I . � . . I I � . I . I , I I 1,� � 1, � . ":� - , '_,�, I I 11 ,.� nl � �11 . 1� I I I ., I . I � I � . I . i I � I . I � I . 1 I ,��, � I I I I . , � � - _rl�,� I I I I � I , / � I . - - I � I 11 1�1 � I, I I I I I . � I I I I .1 I ' ' I . I��,", - , " I .�:, - � - � 1 . . I BOTTOM AREA ,= 1 .00 GAL./ S.F. I I �i I I I I - I _-, ,, :." � - .- I 11 I I . � � . 1 I I I . I � I � I I . I . - I I I � I I I I 11 I A "I I ./, 11 I I I I I " Ii/ 11 � I . . � I , 1:, I � 1. 1 5. LEACHING ,AREA PROVIDED: , 1 LEACHING PIT � . � ! � . I I � I I I I I I 11 . I �I . I - , � � I � I . I I I I I I � . � I � I � I � � : , "� I � 11-ii I , :_- , � I I � I I I I i I I I I 11 I I I I . I . . � I I I I .. . ,:-" 1��-,�""i 1, � I I i I . I . `,� I � ., "', . I I I � I I I I I . . I � I � � I . I I � �, I , � I "�_��,�; I I I 1 6' DIAMETER, 4' EFFECTIVE DEPTH, 2' STONE ALL AROUND I . I . I I I I 11 � I I i :1 ' ', � I , I I '. - I � I I I � I � I I I I . I I I I � I �i - I -- I I I - I I I I I , : ,I � ,� � I .. � . . .1 I I . I I � .- I I � I � I I I . � . � ,%� �, i�,,,,,", � � " I I I � . . � I ��, � . � . - - I I I - -1 � �,�, . . I 11 I � I SIDEWALL' AREA' * 2 x 3.1 4 x 5.O' x 4.0' � ',T25.�60 S.F. -- - 'i - I I I . I � I - I I I I � I- " -"', �, I � I . I � I , i, . , I I I I I � I . ' 0,)2 � I I - I . I I � I ._�.� I �� I . I ': I I � I � I � ' � I I I I I � I I I il I I � I I I I 1 ,. _, , ,�� , 11 - EA, 5.' = 78.50 S.F. I I I � � I � � 1. I I I �;_,.:"'__��', I I I I , I . . � 1 .� I I "" I I � BOTTOM ,AR = 3.1 4 x ( � � I � I I I I I I . I I I I � � ,� , I - i _i'i " � 11 ''I . � " I I I .1 I � . .1 11 I - . I I I �, I I I I I � I I I . . I I I � 1�1,�,.", - , I,'"_":"7,,__ . I I I I I i � I I I I � : I I I � I I I I . I I I I 11, 'I., , I I I I - I I � I I 1 6. LEACHING CAPACITY PROVIDED (BY TITLE 5) 1 C I I I I I . 1 I I I I I . I � � , - , I , � ,"i"'i , I I i I � I I I I I - - .1 , � 11 I I �, I I I I I I � � I I � � I I I "� ,,,� I : � I ��I ,,,:,,,',�,i,', � , I - 1 I I � I I I I , , ,��, I � I : � I I I I , I I -1 I I SIDEWALL CAPACITY = 125.60 S.F. x 2.50 GAL./S.F. i= 314.00 GPD I I t, I I I . I I I I . I 11 .1 - " I I ' ll. ,_,� v,`,-`ii� 11 I I I I � . I I I I I I . 1 1 __.ml" -1 I , 11 i, . I I i I . I I I . I � I I I " , �,,� I '' - I I 'll I . - I L - � I ; I - I I I I I I I I I I I I I 1 21 1 1 1 1 ,I ill�, :, I I I I I � 11 BOTTOM CAPACITY = 78.50 S.F. x 1.00 GAL./S.F. = 78.50 GPD i . ,. � 1-,,� I I I . I I . . 11 - � I I I � � � I ' : I,, � I I I 11� 1 � � 1- 1 I I I I I I I ; . I I I . I � , 1i I I 11 �.111 . I I I . � � . I I I I I I I 111. � - 11 � � I I I TOTAL, CAPACITY = 314.00 GPD + 78.50 GPD = 392.50 GPD I I . I I I . � "I - -- I I � I . I � I I I ; i . I . . . I I I , I � I �, � I I � I I I I I I - g I "I I � ''I I ., -11 I I I �I I . I I � I I I I I I' ll i 1 ;11 lr� I � I -1, I I I � I I 1 392.50 GPD > 60 GPD (PER TITLE 5) , .1 � I I I I I I I . I 11 I I I I , � � - , 11 � I I I - I I I � I I 11 I I 1. . " % I I . I I I I 11 I --- I I I t� . I I I I I I I . I ,� 11�� " I I I , I � . � �1' 1 I I . , I 1 . I Le I I � I � I I I I I I . I - , I - I I I I . I I/ il I I . I � �� 11 I 111 _1 11 � � I � � I I I I . I I � � 4 I I I I I �" . I . I � i I � - t" I � . . I I I I I I � I 11� '' - I . I I I I I I L I ' ' 11, I I I I . I I - I : . I . � - I � il I . I ' ll I I . I I � � ) I ; I . � I 1. 1:�." '' ��,� " � I � � I � I I . I , � � � - � I . I . I I I � I 11 __�_',�� . . I I I I 11 �t� I I , I I I . . I I - , I I _ I I I , _� , * 11 11 I I . � I I I I I I I . I . I � 11 " I -'- I - I 1 . 11 I - I I I I I �, I I i I I . I . I 11 ,". I I '' 11� � �� I 1 I I I 11 I I , I 11 _� I 11 � - . . I I I � � 11 ,1 � I � I . I I I . I I � I I I - I " I I I I I I I I I I I I I . � I I � I I 1. i I I 11 I . I I I I � I I I - � I ;,�"� I � I 11 I � I I I - I 11, I I I � I I I I 11 I �:,�, .11 � I I I I I � I I � 11 1, �, � 1 I e � I I I I ., I ,1 I I 11 I I I - � I I � 1 I I � I . I . I � I . . I I � I . I I I I I 1_ I , . I I I � I I I I T I I I 11 i �, �11, ,:" , , � , ,, . I � - I � I . I I I i I � I � � . 1, � 'i - I " �,� � I � I I . . I � I � � I . I I . � -, I I I ��,` , ,, I I I I . I I I I I MANHOLE & COVER AS REQUIRED I I I �I I I I I . : -zll� I I � I ' I � I I I 1, � , ,� I - I � 11, 1, I 1, f . MANHOLES & COVERS AS REQUIRED I I I . I I � I I I I I 11.1 � :" i- I � I . � . . I I I , I I I � I .- I I I BRING TO FINISH GRADE . � I I I 'r . I El 1"'�` I - � I I I I I I I 11 . . I I . . � I I � � I 11 ". I ", 1, 11 .'' � � � . I I BRING TO FINISH GRADE � . . I I I I � : :, ._�-, ",_ � j. I I I 11 I I I I I I I i - I I �., I I I ' ' , 1 ;1 , 4 .� I I I .1 � I . I 11 I FOUNDATION I I I I I I I I � I I . I I I I . I 11 I ,� - l,v � � � I .1 I I � I , �� � I I I . I I - �� _ I , I I __�_ . I � I I I I , - , I I � I � � 1. � I I � I , . . I .1 . I , I � I 11 I -� � 1 I I I .� I I � . ELEVATION I I I FINISHED GRADE I � I I � I � I � I �� 1��, 11 ".", 1, � I � I - - I I . I I I I , 1� z I . 1 I $ i I . I I 1. I . __ , I I I I I .�, 1;� I I � I .1 I I �, I � . I I I A I I., I I I MIN. 2% SLOPE I ----- SEPTIC VENT I . I � I I- . 11 I - . _� I I I I � I I . 1 4 1 1 1 1 � I I . ' 'I ,.� - 1. I I . ., I I I I I � ��' PVC , I I I . I I I � I"I., '� .I I I, I, I I -I I I � I I I I I I I I I 11 � I � I I I I I I I I 1 6" SUMP � I I _f__I � � � I � ,, ,1 , I , I I I . I � . I 1, 11 I I � � I - I I . . . 11 . I I VENT . - � � , " 1. I I I I I I I I I I 1 12 1 1 1 1 1 I'll, � , ,� 1, .11 � I � . - I . I . I . I I I", I I, I 11 - I � - - - I I I S = 2.0% 1 1 . 1 I 11 / I I I I I , 1, I -,i,,, � kl I, I L, I � I I I . I I --I... I S=1.0% I MIN. � . I . I I � . I I I I - I�, � I I I ' '. 11� I - i I I I I I � � I . I I � __ S E . . I ---� I - - - MIN.- 2" LAYER OF . I I I 1'�11��: .....j4, 11 I I I I I I I - , S=0.05% � I I I � � , I ,; - 11 � � I .1 I I I � - I I 1i - 1� , ,y 11 �, �' I I I -1 I � 1, '�_ i �' , I I - 11 I I � I I �. I I DETAIL 'A' 0� � � I [�_ I -�..o 1/8" TO 1/2" PEA I I PROVIDE INSECT i _� . � % _� I � I I !� 11 �, I - I . , I I I 11 � I � . _ 11 I � .1 \-I'- ' 'I I I I 11 �,�' ,3t i . I I . � I � I I I �_ 11 01 '01 . I . EDGEOF 5,0" 1 1 � -11 I . I � I . I I I INV. i 11 O.- ,-1 . � 0 I - il;1 ��:"","� I 11 I I � . 'E' I '�INV. OUT 1* -1 . I., � ' I INV. OUT ' � " I IN 12 BELOW - I I . _, �� ' , '�, � - I I . � I �1_ I I I I to , OPENING ' I I ''.''.1 ;', ii � � I ' ' I I � INV. IN � I DIST. 1G, ',��_ . 0 . I � � I� - . I 11 I I I 'B' 'Icy I I I L_���16 0 -,b% . . I I I I I I I -�., it. , I I � INV. 11\ I - 0- . I , � . 14/ 6�� :bo FINISHED GRADE . I I _ � � I . I I 11 I 11 I I I IN I ! 4 - 'R 11 � 1 414� . I I 1 1, , 1. ,; 11, I I 1� � I I I � I INV. �,N I if I I I 1 . I � I I � I � I I I - I I I � I BOX - 0 ��- . � . � : � �1�1 - �/ 11 � �I I 11 I I I I I I I . I I '' I I . � - I I �I I I I I I I _�, ,�':' ,��,'� , � I I I I I , . . � I � - I I . � I - , : �,�_11 " I I I I C;011" I I I I I I "''� ,,, I I :. I . - _�� I . � I . I , /5". �_ I -1 1500 CALLON *F' . I 1 48.50 1 .. - - 6 bo, / 3/4" - 1 1/2",, DIA. I I � I I I � I SEPTIC TANK (SEE I 11 , 0 0 11 , . , - .- ,�, I . . I D' 1H z * WASHED STONE ALL 1_`��-�,�' I I I . I 11 " . . I I - ' I -0 <' 0 - I I I. I I � 1� I I � . I I � �_ 2.0' ____1DETAIL b6� 0 4' 0 0 )Iz/ , - . I I I 1 I L : I I"I.,�I,'),',, I I I I I I I I � . I I I I Uj :F - . 4" PVC - 11 I I : � i: 1: .1 � I I I � - � ,� L, I 11 I I I I I I � � I I I � � I cl� U 01 �Z;,- AROUND I I I I I I � I I . � I I", � , - ", I � I I I I I I I THIS I I I 0 0 . . � .10 I I I I I � I 1 1." �� I L � � I . . � I � F . a- < '.(�,,� ��Q I I . a I -1 11: I , , e�, , I L I � I "I � I I I I I I 11 W I �Z;� I . I I � I I I . . - I I . I I . 1111� �-,��, 1 . I I I . 0 0 1 � , � ,�-,i . I ". , I I I I SHEET) - _j - 0 - . 7 � C" , 11 S , I I I' ll I I � 11 ','�,I ." ; 1�, ': 11 I I I .Z�?.� [].Z�.� I I . I � , � I " , - I I � I i - I I � " I i, I ii t � - I � I I . � .. 'o � , - - "�11 I I - - 1 I I , I I I 0 4 11 I � � , I 1 I � I I I I I __:� I I ,Q I . I C� I I I ,v, I ,11i, " I . I I I � I 1. . I . . . I I `-� SUPPORT VENT PIPE - ,, ��.,�i,� I � � - ��'-I I�I ..� I � I . . NOTES: I I 0 1 0 ��, I I I � I . .1 . I 1 - , I : I I I I - . I I .1 � . I . I � . �, I �, I I -Q .b., ,.b- :�� . WITH 3 CUBIC FEET I 11 ,�� I . .C' � �1_1 , . �;��, :_ , .11 I I . I I . I - 0- -BOTTOM AT ELEV. 43.5 . I I I � . I I I 1� I 1. Ili, , _ �� I ,- . SEPTIC TANK AND DISTRIBUTION BOX I AN OBSERVATION HOLE IS TO BE DUG I 11 I � OF CONCRETE I I I I � '�', I '' � I �, � . . I I . I I , �,_ i � I - � I � I � 'k'�,� � �, � I I AT THE TIME OF INSTALLATION TO VERIFY . " � I I - I I I � I I 1 , �Ii ll, - '411 , I . I I � I � - I I I � .1 VENT DETAIL I . I .11 11 �".� ,Z,�� ''I 11,-, � I 1, I L I I I . STABLE BASE. THE SOILS AND DEPTH TO GROUNDWATER, I 1 6'- 1 � . I I . � I . I 11 L ,� j I � L I i'll- 11 c . I " I I I I . I I I I I I I - I �, , , ,�, , , I I I I I I � I I 11 - � I I 11 I � I I 11 I I . NOT TO SCALE I 11 I I - I I- .,� I'll f", ,� I I . � I I . I . 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I I , : � I I � I I I I I I I I I I ,�.� � 1,I �I I I I ,I I I I ����I-,,,,,I I , I I , , "l, 'DEEDS BOOK ,,2071 ' _' PAGE 332, BOOK 2072 - PAGE 6f 1 - I I 1, I , I I , , , , :� � I , '. � . I I I � � - I �, _ I I " . I � � I I ; I . I I I I � � I � I I .1 I , , ,� � � � ,", .,:�, �*,,� :11�'." I _� 11 I I I I � I . 11 I � I . . I I � � I 11 I . I I . I � � I I 1� I I 11 � , '1� 11 . I, � �, ,, - I � I I I I � I I I I I I I . I I .11 I I � . I 1. I ,, ,� 1 1�, � I I I . I , , � � I I I I I I , , I I � 1� . I � I I - I I � I I I I . . I I 11 �_ �, ", �. "'�;,'�, "�, , .�BOOK 12820, - PAGE-275, �-BOOK 12352- - PAGE '316,� BOOK 3631 - . I I I., I I I . I � . I I I . � I � I I � I I I I I I � I : � �, I"I -, �, I � I I I � I I / I 11 I 1p I I : � 1� I , I ,,W� �:,- I _:'11 I �� . I I I I - I .1 I I I I I I I . . � I -1 I � �p � I - I 11� ��,� I "I�:1, , " " I .T , , - I I , I I � � � I I I�� I I I � I .I I � I . . 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AND � FIELD LOCATED BY ATLANTIC I \ I I I - . � I I I I 11 11 . - � ., - I .� li I � I I I � * / I \ I I I S7/-7- � � I I I I I I I �� � � ". � ,I I I I 11 1: , , � ", p,� � I I i I I I I I I . �I . � � � "" _. I ' � I I I 1 -7— � I ------Sw- ) , . 1. I ��-�. I'' � �,"," :!�'�:,�" I 1; I e� - . -% \ , Is � � I I 11 I 1,- I �I I , �, ��,,0�11 I I � I , I . IV- . I I I . I - � I ,- � � , I I I I . I � , I � I I I I 1�' � v I I I � 11 I I DESIGN ENGINEERS, INC. ALL' ELEVATIONS ARE BASED ON THE* � � I � I I 0 ,5 1 1 ,26"E_ � 15BE CB I . I I . I I - � , V "' 'I_I . . I I I I I I N86*16 I . i I . I � : "�t� -1,�:,�Q',� I - � 11 I � I I I I - 11 I 11 1, �- �11 - �,:� I I _ , I � � I I - '_ , . " , I � 1. I I CO I 1 1 1 - 1 720. 42 1 1 c . . I 1' '. , �1. �1, Z1 .1 11 - I � I BENCHMARK LABELED 51.74 FOUND ON SI TE. �� -Z 0 1 N\/F i (.0 I I I I I I .� , , � ; 'I, - -, 11 - 1 4 . � . 1. I I I I . � \ v_ 11_� I � I 1 106.34' (FND.) �. I . I 1, ,;:, �11 , e ,,,,,�; I , I , I I . ., � , I , - I I I I , ' '� I � , , �,4, 1-1 I I I . I I � I I I 1 4 1 1 � �, . I- .I � ___�- 1� I ,�, I I ,,, , I �� I , 1 . - . � I I I ' I . I . I \ C) . BETTY BROM, ARUST. ___% (_`�_ I I I - I ' ll 11 . I I LOCUS MAP - �" ' I I . 1 � , I , ,�,,,,,, I I �, � -� , � , I I / r� I � I I I � 1 1� I � ;, 1 , : I'll , - 11 I - . . I I I I . - �", ��,;?',� t , � I � � . , , \ I __N I I � '�,' . I � I —_ � I 11 I I�� . I I I \ � \,� \ _1�_ 1 4 1 I I I I I . � I I I I-1, .-, I . -,�,'��',' �, " :�., I . , I 0 1 � I I �, �, " ,,,, , :, I�I I I I I I, I I, ! I I I I i \ I "'�, '� � I � I -- �: I I I I - � I I I I � I le I - � ",I � I , I 6. .PARCEL IS-LOCATED IN THE 'AQUIFER PROTECTION OVERLAY I / \ I I � I I I I I (NOT TO -SCALE) - I , I DISTRICT, AND FI-OOD ZONE C PER F.I.R.M. MAP I I -P, 11 I p I �� � 61 I '_ I � � I I � 1b I � I I I I It . I � I . . 11 I I I I I I � � � -�: "��,�,-, - 11 "I I . � I � I � I . � I ��, �,*, �� I I I I I ' . � 1�?k / 11 I I I � I ____ � I I I I � I � � I I � - , I�,,�� - 1 1250001 . 0015C, REVISED 19 AUGUST 1985. 11 I / I � . I I . C�_ . , I � i & . ) � I i I , I . ,� . ',,� : , 11 1- ' 'I I � I � - . . I - 7 - - I 1! I � . �,,,- � - - I I I � I . � � I , . � . I - I � I 1 . � I I I 11 -1 I t -I I I ,,�,,� ,�1'�,' ��- �, I I I I � I I/ I I . I � I I ,� I I I . I I I I kkftTING HOUSE I � 'I 11 . � I Z� I ,� ��, 1�1��,�� I ' I I I � . I I I I I I "I I I I I I I I I I I . I "I I - I 11 11 5 �; I" .-,- I I I � . 1-1 I - I I I I � j I - It I I I I I I� I " � � �,,�4`,�il, '' 11 � I � � I I I I I I I ''I ,- "e" �I I I _;�� �I:I I . - T RUCTURES, � �_� C-) GAS �-- / ./ , I N I I � I ',,,,,:;", I 11 7. EXISTING SITE HASJWO, HOUSES AND APPURTENANT S I I I I i 11 :, � - � I � . i 1 I I � I I I I 1 1z --- Im \ I I I 11\ � I 1 I � � I I , , , - �' I I 1, � � . � I I � I 0 1 1 1 . I I . "A . � . 1, - I , � � �, �,: , _ '. I AND. PROPOSED ARE TWO OFFICE BUILDINGS.1 / . I I I I I I � 1'� 1,''�� �� 1 41 1 ,� � I - . I I I I I I I I . __j \ TO PROPOSED I / I � . I I I I I I , NID , I . � I I I I— I � I I "I 11, I � , � � ,, I I I I I I I I 1 -,, I I I I . . I I I I ,�, - "I _�i,,�� J� '�� � � 11. I I � I � I � , 11 I I I . . il I I/ tzi , , \ � I I I 11 I . 1 � I I , , I - . I 11 I ". I 1� . .1 � 11 ��,,:�, . :1111 , : , I I / - \ OFFICE SPACE (800 S.F.) ) / I I I i I I I I rl 1 . I I I � I � � I I I 11 : 1�:' ' ,,I,,',�� " . , ''" ' . . � . I I � . I I !'�� �, - , I I I I � . I � � I I . i � � C) I I � 1. I I I 11 . . .- -- 0 � 11 I , I .�. �� 1:11,�' i � I . 8. EXISTING SITE CONDITIONS 'ARE TO BE VERIFIED IN THE FIELD PRIO� I i Q) , I � , / li . � I i � I I I 1� I , ",,",,'�', I I ' / N I I I I � I � � , �, : ,11 ; I I I I � �, � 11 I _::) / / � I , ' I , I I . � I I , � I TO THE PROPOSED BUILDING CONSTRUCTION. ANY EXISTING SEPTIC / / I � 1 , I ,�111 . 11 1 41 . I � E� STING SEPTI . I I I I I I I I I ,, " 11 I- , , I � I " I I � � . ; I I I I � I � , I I '. , ''I _1 I ' ll I I I I I I I I / Q t-) -\�, // // ? . � I � I I " LEGEND (CONTINUED) I � � I � � 11: " ", _i�� I 1, I 11 I . � (0 S,YSTEM TO BE 1 ' I I ) - I I I I I 1-1 I I I � 1p , � � I i 1 . . I SYSTEM(S) OR UTILITIES. 'IN THE VICINITY OF THE PROPOSED WORK I - .(:) / I--___ft� . � . I I e � I .1 � � . , t .�71 � I -1,"I � I I . � I I . � � \1� / I CB ) / 1 � I � I - I �� ,It I I I � - I � , I � , I I � I � . � /\ (o , AEPLACED S;78-07 , . I I � - I :- :', " � I I I I I i I . / -7'IC � / .I I I I I I I I I", �,S� , � I . � . � 'i r_ I / I I 51 / / I I 1 4 11 � I : ,',�. ;..Q� I I I SHALL BE RELOCATED IF SO ENCOUNTERED. 111) / I FND. / I I . � : � ,I 11,:,"', I I I I I I 11� � -1 , I I � I I I I . I � 0 ( � � ? I I I � � I I i I I � _' I ^ - - �," I - � , _�` "I , I I I - � I . I � � I I � - I � I I � ;7 1 1 1 1 1 PROPOSED CATCH BASIN WITH LEACHING PIT - ` � " I I I I I'll I I � i I _�� / 1 9X3 1 7 0.36' � / I I I I RC I I I � 0--c I � , �,, , , .1111, - I ! t . t .1 — I I I I I 11 11 - . , � I "I 11 I I 1 19. EXISTING POST OFFICE LOCATION FROM , A WORKSHEET PREPARED BY . 1, / UK I I I . � I I "I'l- � � I � I a . .e, . I - :-��, . � I 11 : !�`, ,�,_ - I 11 I 1 . � I I I I � a � / 1, ZONING . . H8 . � PROPOSED DISTRIBUTION BOX � � 7 " "', � ... � 1. � 1 - 1 I - I I I I I � I I I 1111111111��11 , . 1 . I � I 11 , . I I ' ' �,�:�,,�,, 1�, ,, , , . � BAXTER � & NYE, I N C., DATED JULY 31 , , 1986, REVISED SEPTEMBER 1 8, / �, I � I I I I I 11 � I ., I � 11 ,�, � : � :,,�,, � � I . � '. � I I I I TOWN � 20': MIN /5 1 . ', . I I I 1. - I � ""'; - '' - I . I I I I I � CB I I I /, . I I -I ,,,, � I � I I I I ( i ) I ,D\ . � I - 1, � . - I 1`911 I . I I I 11 11 I � ��f " � I I . I , I 'I'll . 111 - I !, A �, � 11 �, 1. � 11987. , I I I � I � . �, I I i / . / '-'z I � LEACHING, PIT . . . I I , ��Al ��l, - , . I . I I � I . " . . �/ I 1 135* 1 � I F . . . I /� � 1 . . I . I I I I I I .. - , I' ll , 11 - I I � I I � 1. I � I I I I I � ui , I , � / _ND . . ) (0 I 1-�,� I . ; � I I I I . Z�S� . 1 UNIT I I I I � ""I �'.-IL �� I I I I I I 0 I / /I I "", " �� � . . I I ... � I �� I I " I I 1 4 X � I'll I / I I ,��, I � � I I I I . I I . 11 I I k 1,� "' �; I � I � . �p q I I / / i I " I , I- I I .1 I I _1 . ! _ 1 O. , SEE SHEET,' 2 OF 2 FOR SEPTIC SYSTEM CALCULATIONS AND PROFILES. I 10ROPOSED I I I v � f 11 �1.11 � I 1; � 1, 1. I - 1, I I I I . I - ? I I I . �� I / � I � I � I I I _`� I I I I,. ,I , ,� 1 �,�, - 11 �', � - I . I 0 48 1 , - / 1��:�_,,�_" ;, 11 1. � I I � I I I I I 1, " I ., , I I � I �I i � N c I I / I � . I � k %z I , .11 , i� I � I - 9 LOADING I I I � 11 I I I I R LEACHING PIT � I � I 11 �� � 1:1 , '' -, �� � I 11 I ' 0 / /AREA I � i I � , I � : nl� I I I I ' I I I 1 :1 � " - I SYSTE � / � 0- I I I I I I I 11 ; I I I I , ," I 1.- �,, .11 � I �I , I 11, ALL� SEPTIC STRUCTURES ARE TO , MEET H- 20 LOADING SPEC4-FICATIONS�,- , / Lf)' ' PROPOSE I I I I I EXISTING 11 1, . I 1,�� I 1,�:__,� I I I - I , � ; ,1 _111 � I . I . � 11.1. I �,. -, I I I n I I � � / '</ I I I I 11 0 � I ,�, . -7- �_,, I .1 . I .I . I � 11 . I I 11 . . � I I I 11 n . I . - I ----I I I / . I I I I Fol , , , PROPOSED SEPTIC TANK I I I I - I, '�� ", I � I �', -- ''� � A I � . "' , ",", ,,, I . I I . / W I I .1 I � I 1 I I 1, � ; I - ' OF�I(E 1\ . . I I ' 'I .1 I I . I 11 11 I I 1, 11 - _�'. I -1 I_ I I I - � 1 12. ALL SEPTIC . COMPONENTS ARE TO BE INSTALLED IN ACCORDANCE \�I TH � � . I or-/ . � � ; I I I I � . � � � I I 11 . I I . "I, ISYSTEm I I I � ',��_-�Id',��, I I / I I I I , -, I ," I . . I I I � I � #1 < 11 I I I I I . \� I I � � , .�',;,,",- t I I I I .1 0 � I I -_, , _c " I ' '. ,� .� � , STATE ENVIRONMENTAL CODE, TITLE 5 AND APPLICABLE LOCAL � �, . I I I , __!, I I ''" �, I I I I I I � ! i q<c �zc��) lil r , - . 1 . 601111-blN / I I I . . I I � SEPTIC VENT . I I . I � . 1, �`, ,�, 11 I . . I I I I I I I .1 I :�� _ _ . t � I , 11 I � I � � I I 11 I I � 1,_', � i I � - , i I I , - 1 - I I I I I X f 1 tol 56' .F. , , - I ' 1, , I � �: � �%,� �,�� t , I � f 0 1 11 f ( , ""� , , - I 11 � REGULATIONS. � I , 31 - I �11 _ 11 I � I - � �� '' �, I � - I 11 I I I i - I � � - - 52 ,-- - - EXISTING CONTOURS , I I -, "" I 'll I -� . I'� I I � � I ", 11 I I I I I I I 0 Of 1 31 �___�' , I /// I -- I I . I __1 I I I � I I I I �- I 1� I � I : "�. I I I � . I � I . I p 10 . I I 0 , I I � , I I � . I , I � ,�,,, I I . I I 1_� , '. I I I I I ,, , 1. , L ,I , .1, , ,, � , , I I I ' / - GV I � I /1 - I I / , I '_ I � - � I ' I � I I � ,.��, I ,�, ��,�,� ,�L , , " , � . .) I ti / � �=/ I I I I I I � "" 1 13. TIGHT JOINT (TJ) 'PI 40 4" DIAMETER PVC UNLESS (6 UN, I S) .. I I I I � ,�,� �1, . I I- � I I I m I � I I I 0 1 "I . I "I � I � ,� 11 -11' ' 1- " �, , 11�1 I" I�:, I I I I I I � . ,� I I I I - ,`,:�:",. .1 PRO � I I - 1�j I � ,,,,,,,�, ""' I .1 I � I � I/ L,J � � � I I I f � ,-r- / ". I \ I I � '__W, 0"" . � � � � � I � I .", 1:1t1 � , . I 11 -<� O/ -1 I �, I� � OTHERWISE SPECIFIED ,OR ' 'I - _E_D_____A_LL_-PIP E S A R E LA116- , - I I/ I \ ,, I I I I I_;1111, . , 11,_ 1,1 , . ( I I I \ 1 :1 __:11 ., I I � - I I 1," , :_��,,� I I . 7 � , ' EXIST I � I � � � I I �, � � I I f.�-�T _F, 1 4 ' � I., I I I 11 ,-, AUTHORIZ JSTIN / j I I - - 1. " I I I - �, 11 I - � I — _,����_'-—A - 11 I I , � , �-/___,�IS71NG ;, _3 11 I -N /F - , �---I'- I - I 11 I �, '.�'," ��,, I ' - , 4 11��_ , - I . I . i_ - I � _ _�, ,�, " -_ 1, j 11 � � -4,,�_f,, 1 1 1 , i I , %\ , , � 11�� I . _ — � ,_ ,� I __ - 1_ / , -, I I I 1. / 5W � - ` �,P,ROPOSE�D.,�,SP�OT,�,��,,EVA,TION - I � - I I 11 1'1�. li� � I ' ,. . I I I I : _S - / 1, I 11, 'POLE �, /_--,4SEPTIC" I I I I I ,� I 1��,,��, I " I �, 'I , �, ' PIPES ARE TO BE WATERTIGHT AND TESTED 1A I T_:zi - , _. � - �, - -_ -_ -_ - I I I � I I ,'I ,,C�\j _Z� ,,-� rl- - ( 1'� ,111 z� I I I''I� " ,, I � ON A' FIRM BASE. TJ - I , ') UTIL �) � k . �� ' � �I I I I I I - I TY 'POLE � I , ,,,t 11 " " I I 11 , , , I � � .�., , _ . � �11 I "I , . 1 ;��,_�'',� _ I I , - _411 "_1 1 - I 10 - -_ 'N T I 114, , , I , 1 2��:','04 I � I � 1, 11 I I I " I I I I i - -Z I - m i�;, * . /� I � I I I I � I - ,�,_�, - 17 1 1 . � I � I . 11 � �, . � � � � _ 0 1 f': I 11 1 - I I I I MARCEL R. POY ...�_ I I I ,�. 1 , 111 � I .. SUCH. I 1 . I I � X - , . "GUY R / j I , ,// 51 x3 ), . . . I I I I-'; I � L , , � L'o . � I E TRICYIED TP;Q�AND"'� , I I �I I I �,�11 , I � I � I k'�:, TO /BE ' . I . , EXISTING TRAFFIC SIGN I I I 1 �,__' " - ' 'I I I . I I I . . I 0 ') n I / 0 ,/' I 0 1 11 � I � �, - � I I I 0 I , I i I � �,,� � I I I I I i I qUILDING1 I I , IRE "TO BE Lo N I ) I . I ,,, �, R�MOVED � I I .1 �`. I . " , � . , "I , I . I / � I I I f; I I'� :,,:, I _"_ , I I � � � �0 p IFD V) I , I . - � I . 1, �1,1 "T� : I �_� I " 14. ALL TOPSOIL,- BOULDERS, AND , UNSUITABLE ,.MATERIAL ARE TO BE I Lli I I AIREA Lf E � / ., FN . ELEV. I � I 11. 1 I I I . I SIGN , I I � �,. 7 "' : � '' I I � , 11 � I I t.., , :� I I N� I - . i I ,.- . EXISTIN6 . GAS � � � I 11 I , I 15 :��'� I I I I �11 I I 11 I - �f, I I ,I I I � 1-1- -- 1p I � � I I � I I I ,� REMOVED SURROUNDING THE LEACHING ' AREAS FOR ,A MINIMUM � Ljj - , I I I � - � - ,� 1, I . 1 - � . I k I I " � 1 53. 0 1 O/ - I - -- - -ti-flutY POLE . � PROPOSED TRAFFIC, SIGN � I I I . ,."I I,.,;, I I � I wl, 1� 11 I I . I I W I 1 -4 8- I - � I I I I . I - - I I I I � I I I W � � I I -, "' I .1 I I I I I t, I - 1,'Ie -, , "I I ��:� ;� � DISTANCE OF 10 FEET 117�, SO ENCOUNTERED. CLEAN BACKFILL � Q_� , I I i , - t ,Ll N , ! I � 6" , I I � 1 I � � �, , I I I I I I I ; I Lr) 0 1 1 � C17 1 1 AND GUY � � - � I . I �I��: .1,1�I I 1- � � I I I . w I � I . 11 7 i, =m=_ I '"' I 1, � I . � 1. I I 11 .. � I EXISTING COMMERCIAL SIGN 11 1,��11 '� r 1� � I � I �� , � 1:. I I 11 �I 0 � I I I , Ln I I I , � 11 . , IS ,TO BE- PROVIDED' FOR THIS AREA HAVING A PERCOLATION I � I I � WIRES TO BE � I � : �,--,��, � , ,� � , I, ��4, 1 �11 I I I � I ,I I I , , � I I � I I I I � / I . ,I " 1, I:, I , 1 , I �, I � I . . I I . / � I I I I I l� ,I I lf;� ''.�I I, I ' ' I I � . I I I 11 RELOCATED I I I - I . '' , I I , , �1 I I ' � I I I I I I - . I I� , I I� _?, � PROPOSED COMMERCIAL SIGN I - I 111 , . 'I . , I ,_ I I I I RATE OF 2 .MINUTES- PER INCH ' OR LESS. 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I S LINE / � I INFORMATION :, 11 I � . � I " , _��, , ,_', .1 . 11 I I I 1 1, � I . I - I � I I I I � � " , " 11 I I � 11 � . I �' I ( (F N D.) I I _&=�_ � I I " 0 0 � I / \�AG GAS . I ,,I,I I� , .��,���,�I,. I I : I " I I I � I � I 'f� - a , - BOOTH! . I , �, �, I ", I I I I �, I I � I I EXISTING PVC GAS , I -----,— , � I . 11 RIC BOX . . I � . 11 I I G 1 1 .1 G G vo AS ' I i I ��', ," 11 �_ I I ''I I I I I I r.-.-;-'.-..1-!.-:-_,4 I I I I \ I \ 11 I I I I I I I 11 I "I �, ''', 1�1 � I . e ' PIPE TO BE m . I � I 1 . 11 I-, I I I I I I I 1� I AS GV I . ,, I � , � �. I I I i I I EXISTING ,SEPTIC . � I I I I I I � I I , i I � ,,,i','�,� - , � ; - ,I I 11 I I I . \1 . GVI I I � ,_�, "�� � ,� , 11 I � I I ,� % i I I I . 10 I � � I I I I I , -e� , : , , � � REMOVED OR - ' - I I Gv I I I PROPOSED ELECTRIC MANHOLE I I I I" " I � I 11 I I I - � I I I 11 I � I '- MANHOLE TO BqE - -_ - , I I I I I 11 I . � I I �",I ,',�,�."', I ,�� . � I .mCB (F N D.) ' CONCRETE BOUND (FO . - Im . � I I � ... � _ � - I I I � : - � 11 I ... � I � I I , - _� . 1 �, . I � 1 - . I I I , �� - I � I I . I I 11 � RELOCATED 'ADJUSTED TO - _ ______�� I I � I :_��,-"��',I ,I I . I I � I 11 I 1� I I , I I _ � I EXISTING ' I - __��,__�4 - I - I � I I ,�, � i - I - 1 �, "I I - I I 11 I I I - _ , UTILITY POL I I \ i I 11 �4" �' ' AS NECESSARY I � I 11! "m ��!!�� I - I � � : I ,� ,., 11.1 . 11 I I I I I I � I — .. . � �� 11 I . . I � I . I I . I � I �, % 11 ':' ' ", 1 I I I j . I - " . 1�1 � I I I I . I I ______ I -1. I . , I I � I � I I I - : -,,,�� , , '' 11 I I 'T�, PAVEMENT � ' AND GU 11'', TEST PIT , "" I I � MA � , , . I I 0 I I EXISTING UTILITY MANH.OLE I )) , I \�AG I I :; i � I I I I ''I I I �1. � � I I � I . � I ,�, I I ;,I I /,\Sl � D\�AG* 11 � � I I I � 11 � - I � . I � - � I I I �11�� "', _' -.11 I I I - I � I I . - I I V6' 11 -�6'55"E . ' �I WRES to 0 � I I I I I I I � ,� �T � I , , I � N06 � ' I I I I 'll - 4 � I I I I I I �, - - I - - � _ _ _ � � .1 I \�_ I � I � . I � I - I I I I I EXISTING UTILITY POLE � I G �_ � I I I 5\, I " - I I I I I � 11A, � ''I � . 11 I � mj I . I I � " �, I 1 1 .8!�'_ 11 I 11 -_ , RELOCATED I I I I �, I \ 4 I 11 I _�,:_, I I I I _ - - I �. I �,111'7, I ,�, � I . � I - - I - I ! 1p I 0�, S. � I ,:"':i ', I .1 I I - I I I . I � I 11 \ -_ I � I I i I � I 11 . I ,� I I I I I . . - .1 , �',, I ,I I I I I 1, 11 A I - 11 � I I I . I I I � � 11 11 .1 � � _'��_ _ �� 11 I 0 � Y WIRE ,� f I , I . I I I I I . �0,�2-11 \-�S) I I � � I I � - I 1, " ,`�', " ,I , : I 1 M_7 1 EXISTING UTILITY POLE WITH GU i ) I I . , I I I I . I I , 1. I I I / I t . I . I . I ., I '. �" -11�,�i� I I , 1 I I . I ��A . I I I I I li" "�,� �'' _ - � I I � b, _/ I I I I I I I I (A() V I � . � � - I ,'��, "I'll I " I I I I f - / � I I I 11 I ��', J� � �__2, 4c_� I� �_ \ I I � I I � I .n I- , I I I ., - � I I . 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I , �I, , I I t I I . ___� , I I � - 1 :1 , L., I I � 0_*__0 . I PROPOSED .OVERHEAD LIGHT I 11 EXISTING � . I - I .1 I \� I . � I - I I I : I . I I I I I ___1 I . I I EXISTING , I ,___bo " I : I I 11 I . � � I � � I UTILI I I � � I I . . I I I I . "I I ., , , . I I I I I , , I ___� I 1, ,,, �� ' ' �., I : I � � I I t I I � � I I I � I � I I I . 1 � I -� :� � " I I . � ITY , S.F. I I I I I � � � ]� ��,�`, I I m I I I I , .1 I � ',,,�, I I I ! I - 2240 1 � . . I I � t I � TO B I I I I I ..We— I I I -:,1".I . I � - ' � :� � '�. .11 '11'�� �. I I . .1 I 1, I 0-0 � PROPOSED OVERHEAD LIGHT I POLE E � I I . I � I I I - I.11 I I -71W - : 4 �:,li,� 1� - I I I I I ,I , I I � I � � I - '4 I I I I . I � I I V I I I I I I I I , . *30125 1 �', " ,, I 11 I � I I 0 RELOCATED I (1 UNIT) I I I I I I I � I � � I S86 ''I' ll CB (FND.) , I ' ' �� ', _1"�� , I 1 . . . � . I I I - , � I � I - I 1� 11 � - , � I i____1 ` � - � I I I I I ' ' , I I I , I . I ; , � I �� � — . I . 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I I I � I I I I . 11 1'_�� , ' ' �,,1, � ,, I I .. � � - I I I - I 'I �- - - - - -- -48 - - - - - - - I I .., I I I I I ; I I 1�_ - , `, ': I I I � I I �1� I I � - ,� � 1 I : --G . EXISITING . GAS LINE I 11 I 11 � � I 11 I � � , - ____ � I I I I � I I I , , ,�, '. -, I I � I 0 1 - . , I - � I 11 I ,I I 1, � " �� I : 1,11, ,, � I 11 I I I I ' I i � � � I aj GAS � I - . - - � I I 11 I I . I I . I I , ,� I -,,� , 11,�a 11, �, I, � ': I � ' j , � . . I I �, - � I I I I I I I I 11 I I I 11 I �, ,,,- � I I I I I I � �,_I � 11 " , I — I I � � . I � I % I— -- - - - -— 1, . I I � I I I I , -, ':�'� " I I I ..!, � I I I � . G— � 1 PROPOSED GAS LINE I I � m� I . . I I , I I I I � I I I I �_` "I 1, , � I "I 11 . I � I . I I I I I I � I � I � - I I I 11 11 . I I I . . I I , ,,, , " ,"" �;, ,, � I I I I .I I I 1, I I I I I � � I i � � I � .- I I ,w ,,,�,_ , . I � I I I I . I I i I I 11 , � - I I I I I � I I� . I I - � . 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I I � I -, I I � ,� 1, I I -1 ,: 1, I I . �,�,��,' I I I I 1 2.� DESIGN' FLOW: � I I I � I I I I -15.5 -, '',,,,, I � , , , _�� I �I I I � I 11 � � i . .1 � � - I � . � -11 11 ,� ,, - I I � 1 . I I � . . � I � I ! � � 1. � I � � I I � , ��, 1 ,� I- , -1 1� I I I � I I � I � I I � . I � I . I . I I I 11 1, I �,1''. I,,,,,,-,,��,��,j' : : , " 11 - ,, 1 6,1 5 5 S.F. x 75 GAL./1,000 S.F. - 461 .63 GPD , t . . I I i 11 � I - , 1. 11 r I I I . I I . I . i I I I � I I I � I 1��_ 11 1 I . . I I --i-- 1 .... I -I- . . - I I I I I I ' ' I I I I � � I . I I , I I I "_.,'� "'���4,� " .- I ,� I I . 11 � � � I '- -,. . I I . . � I � 11 I I � I I 1 . I . � � I � I I 11 I I - �',�,:� 11,11�1�1,� I 11 � I I., , , �. . I I I I � . TOTAL '- 4617.63 GPD . I I � I I . � I I I 11 I I . %----J I . I 1 . , ,� ":',� �.'_ �,,,,,11`1���� ,X�, . 11 �� � - � I I � , � I . � I � I , . ", ,,A I I � I I � I . - � I I � I I � I 1�11 � I �11��',,l - . I � I I . I I I � I I . I I' ll, � " I ��,,,-'" I I I � - i I I - I 111� , 11 I � I - � 3.- SEPTIC TANK SIZE: I � I .1 11 � . I I TEST PIT NO. 2 1 1 1 1 1 � I I I I I I � � I I - 1',� � 1,,,�'�,�.11�'! 11 I I : I � � I " , � I , I I- I I I I . . � . . - - -T I I 1: � I - � - I 1 ,000 , GAL\. MIN. � I I TEST PIT 'NO. 1 1 I I --I[ 7 t, , , I " I , ''�,,�,"�,, ,, ,�, 11 � - � I I - 692.44 GALS. I I I I , . - I I . I � 1 15.5 � I I 1 �, I I- , ':�',� t I I I I I . I I I I 1� i . � - , 4 1 11 �_ ,'��,, I ,� ;�, ,: � - �, . " ,�� � I I I I .1 . I I . I . - � � 1,75" WALLS . i 11 I � I I - I I � � I- - I- '-p, ' 'I I � .1 . - " e�,,��`��,, I I I I � . 1 4. DESIGN, -PERCOLATION RATE: I I I DEPTH - SOIL TYPE. ELEVATION ,� DEPTH SOIL TYPE � ELE'VATION ' ,� � . - I I I � , , �1� ��41 -�V'� I I I I I I I I I � I I - I � I I I I I I L _J I I I I I I I 1! 1:1 � I ��: I "" $��-, - ; I - . I 11 I I � � I � I , I _ � - I . , I � I I . I I I i . . I ---I 11 I � �, I I I I I 11 �, '11. I � � I � I i I � � 2" 1 - I . I EWALL AREA - 2.5 GAL./S.F. . ) I � . 1 3, � 5" blA. OUTLETS _\ I " I I , , ,,,I"-� , I I � I I 1 .(461 .63 GPD x 150% = 2 MIN./INCH I . � I � I 11 I � � . I SID . I � I 1� I � �,:,,-�,,r,' I' ll 1 I - I � I I : - - - PERC. TEST - O' - I __ 54- , ' ' . I i - I I I I I � �_ �, ", - , . 11 I . I I - I I 0, - 54.5 1 . I I I . .1 I I I 11 . � � . 11 � - 11, ." '11',� "'I', I I I . I BOTTOM AREA = 1 .00 GAL./S.F. . � � ,� I � . � ' . I " . I I � _ ,� - �� ,�, ��I"',:-, I � I I I 11 I . I I I I I I . . _ ;� , 1, �', I I � I I � I TOPSOIL & I I I - TOPSOIL & '� I . � I ,, I I I I � I "I I %11 '�_,,,, , - . I I'll I I . . - I I . I APPLICATION . . I � � I I - 1 1, I I . I ,�� I 11,`I I ,�� e I - I SUBSOIL 11 I � I � I I I I , --l" � �I I I I I I I ,� REA PROVIDED: 1 LEACHING PIT . . 11. li I I I I I I I I I I " I � �, .�,�*'� ��' , I I � I I I I I I � - - I I i . � I :, I I 1� 11,11, �, '',���� I'll., ' ' I , � I � � I - #P7275 - 2.0 52- 1 . � I I I . - I ,�, !� ��11 I ,�,, 1 � � " � . I I 1 6' DIAMETER, 4' EFFECTIVE DEPTH, 3' STONE ALL, AROUND . 1 2.O' - I I . I I I i . , I I _L - � -,",,_,,�,:::,,� � I - I I �,, I I I I I I I ; - I � I I I I i -, I I I , I 7 - : 1 I - � - e � : � I I i -1 1� 1 5. LEACHING A I I SUBSO I IL 52.5' . I , '! � -7 ''I 11 r ,I I 1�_�,, I . ,- I � I I I I I � . � I � . � , I . I , '. � ", i C,1, � I -I I . . I I � I � . . I . I � I �, ; � �� �.'-,� - I I � it �, 1- 11. I I . I ! I I I I � - I` � � 1 . 11 I I . SIDEWALL AREA - 2 x 3.14 x 6.0' x 4.0' = 150.72 S.F. I - - . ( � 7.5 1 1 1 � I I 11 1 ' ', I "_ ��,1"�'15-1 � I I � - I � 1 2 1 - . - � 14" 1 1 - : I �11 I � � . I . I I I I - � . I- 50.5 .- � , 50- 1 1 1 . � 171 . - -�;,�,,�_, 14-" 1 2 . I I � I I I I , d , ,� I E A , = 3.1 4 x (6.0') = 113,04 S.F. , 4.O' 4.0'�- � I ___11 , � � I I I � : i I I . BOTTOM AR � . I � I . I I I � I � , I I �, I ''I ,� ,4,1 , I I . . I � I I I 1��-,, � I - I I � . I I MEDIUM TO . I � I ,-" MEDIUM TO 11 . I � - I I I 1 , �, 1 ,'': ,,;I�;,. I I I � � I I � - I 11 ,, - I I ,- I � I . I I 1 6. LEACHING CAPACITY PROVIDED (BY TITLE 5) P E R C.1-111" � I ; I 1 6" i I __j � I I I 11 'I,_��`__'111 - . I I AS I I . I . , 1 - I - I . I I I I COARSE SAND � I . . . I'll 11, ,,�"'-� ' ' I I. I I � I �, i I I, , I � I , � , " , I - I � � I I : I I a I I I I I I I 11 . ,_��� �, --- I I I : �I � . . I � I I � I . I I I I � I 1 11 I �,:',".,"',-, I I I . . � . = MIN./INCH � I . . � � I I 1� " I - �,��,!'� -,,�'-,�4 ,�,. ,I I I BOTTOM CAPACITY 113.04 S.F. x 1 .00 GAL./S.F. = 113.04' GPD . . i RATE < 2.0 1 1 � T_ 2j) - / , 5" DIA. INLET I I -, ,�. � I I -1 SIDEWALL CAPACITY = 150.72 S.F. x 2.50 GAL./S.F. = 376.80 GPD RATE < 2.0 PERC. ,- � �, 1, 11 I I �,,,_"_','�;` I I I WITH GRAVEL WITH GRAVEL , , - . I I I � � I I I � I I . I I I 1, � . I 11 � I � I � I . I , " ` I _ I ,� I I I I : I I I - � , , 'I', '?'��� , I I I I , TOTAL CAPACITY = 376.80' GPD + 113-04 GPD = 489.84 GPD I � . 1 11, I MIN./INCH . . I . I I I � 1 � 11 � .. 1, 1117, �;,-� ,�--,,-���,,�Ill",",".,� , . I I " I ' ', I � , �� � - I I . .1 11 I i I I I I I I . I I I I f I I , � 1.I ",,� ,�,,�."" , !'' - I I . � I I � I ! TYPICAL 5 OUTLET DISTRIBUTION BOX DETAIL�, � I I � I � 11 .11, I , .� �1_� 1� " I I �1 . I I I I ,I 1 � .489.84 GPD > 461.63 GPD (PER :TITLE 5) 1 1 4.O' . . 40.5 11 -12.00 , . � --�--4 2 - � . - I I I � 11 , I -1- I. 11 � I 11 I � I I I 11 - �- I V__ &-. I � � I � I � L I I 1, I � �:" �,, L 11 11 . I 11 I I I I I I � I I I 1, I � _ L I'll � I � I I I I . I I � 1i (NOT- TO SCALE) I L I I I 11 1:"�: , �.''1� ,� ., I I . L I I L I L I -I I � -� "__�, �'I I L I - ; I . I I I � , , , ,,,, 1. - I L - . � I 1 . . L L NO GROUNDWATER ENCOUNTERED i NO GROUNDWATER ENCOUNTERED I . I SL 11 I ;�', _�'L 11 i I I L I I ' ', ", I �, SYSTEML #2 I I I � � I I I I ' ' , I I � I I I I ,- -�, I I I I I . I -L I I �L, L L I SPECIFICATION I L . . I I L I I L I I i . I I ''�,�__` �, I I I L L . I ��'L I I 11 I I I L PERFORMED BY: ATLANTIC DESIGN. ENGINEERS, INC. PERFORMED BY: ATLANTIC DESIGN ENGINEERS, INC. ' I L ,: ,: ,L"�,k"', I . I I � I L I � I , � 1 I I .,� _ � I. . I I L 1 . 800 S.F. OFFICE SPACE L I ! I � I I . ! I I . I * CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. @ 28 DAYS I . I � ,�, ,1� I��, � . � . I ,, I i I . I I I . L L �I I "I " I I L I I I . I 1" M I �_.,�,� I I � WITNESSED BY: JERRY DUNNING WITNESSED BY: JERRY DUNNING . I I I I 1 , , 1� �, I 1 I I I " L . ! 11 I I I L , �� , , I I 1 2. DESIGN FLOW: . I I L � I I I * SIEEL REINFORCEMENT - ASTM A-615-75, GRADE 60, 1 N. COVER ��I I I " , ", _', I � I I I . I I I . � F I � I � I I- L I I � . . � � I I . L . I . ,.L I L��, Zm ; 1 I I L TOWN OF BARNSTABLE t TOWN OF BARNSTABLE i I . 1 , I - L _%" " 1 1 I . I L i � L � ' , L , I I _:,�',���', . . I I I I . I , 11 �I 1 800 S.F. x 75 GAL./1 ,000 S.F. = 60 GPD . ! � � � I I I , I � � � I �, L I I - L � D OF ,H,EALJH I - - - 1, m��,� " "��'�111"j' i � I I BOAR . � I - I 1.�I " � �--:� 11, I L � L� . . � . I I I �,( . I � � _ ��,�� I . i L . . ,,_r� L % I I I I I L i '_�"� I I I � I 11 I I I : . L � � I I DATE PERFORMED: 4-11 -89 DATE PERFORMED: 4-11 -8940 _ . I I L 11 I 1� �_� I IL �T �LL"", I I .11 I L ' '. 1 3. SEPTIC 'TANK SIZE: 1 ,000 GAL. MIN I I � I I . 11 L I , � .1 ,� 'o , .� � I I I I 11 . I � I I I I I : I I I , 11 , , �.", I . I I .1 I . I . � I I I I � I L I I 'L I 11 : I I I .1', - � I I , � �. I I � , , I . � I � I I � L ; '", L � - I L L (60 GPD x 150% = 90 GALS.), � 1 . _1 e�� � L I I . � I I I , , I i I I � I I I I L � , '' I - L . L I .. 11 - -", I I . I � I . . 1�1, � !�,,,,,,'; I I ILI 4. DESIGN PERCOLATION ,RATE: 2 MIN./INCH I I I I I I I 'L� I � � I L . I I � I I I I I I � I I I I . I t I I - _� i,14 I I I I . I : I I I I . L - I , ",,�''L L' I I � . L I SIDEWALL- AREA -= 2.50 GAL./S.F. I . . I I I " I ;',-,��,,'�',,� I A 'r, I I I .1 . I ' . I I I . I I � I I � I " ,I � , ,��',"'� I L L I . I I j . � L I , . I ,,"'��'' I - . I I L BOTTOM AREAL = 1,00 GAL./S.F. L . . . . ! I I I 11 I I . �,�L 11 ,, I I ,� I I'll, I . I L . I I I . ." 1� I I 1'1�', . . L - I I I I I ,:� I � -� I I IL � . L I L- ,:'. " L I 1 I 11 , 1, I I .. 1 5. LEACH ING AREA PROVIDED: 1 , LEACHING PIT I L . ; I I 11 I I - -1 Z, -I I L , � I I I I L �� I I I � I I I I 111 I - � I I . j 1. I � I I I . , I I e,1::1! : I : I I I I I . I ILI I . I I I I . I I I f I - "", - IL I L 6' DIAMETER, 4' EFFECTIVE DEPTH, 2' STONE ALL AROUND I I - I I . I ' ' I . q � I I I L I "I I I , , "" , I L , I . I . ,,_ I , I 11 I I � . I L I I L � ,. ',,�, ;I I � . 11 I I :11 �E ,� ,L � x 5.0' x 4.0' = 125.60 S.F. . - T . I I L I I I 'L 1� L 'I',, �, I L ; SIDEWALLAREA = 2 x 3.14 L I � I I � I L IL 'L 1, I I I . 0,)2 : . 1 1 . I i I I � I L . �, I 'L,:��. �' 11 I I I I BOTTOM AREA - 3.14 x (5. = 7 8.5 0 S.F. : ., 1� I I L � . I �L �11'1`,�, I i I 1, 1 , . I I I L I L I L I L . I I .1 I ,'� �11 � I I I i I I ` , L I . I I 1 6. LEACHING CAPACITY PROVIDED (BY TITLE 5) � . I ; I 11 . 7� Y I "I , L I I I L I I � li . . I I I I - I I I 1��%�,' , I - . � I _� _.,� I I I I I I - , �,�4� 11 !""', I I I . SIDEWALL CAPACITY = 125.60 S.F.. x 2.50 GAL./S.F. 314.00 GPD / 1, " I I 11 L I 11 I �. . , 11 ! I I 11 L I ���,,:, , � I I I I I � _ � � -, I � I , ; I 1, �, I 1�1�11" I I I . 1� �I ,� , I �,-�, � '' I I - I 11� I . L - I I- ", L � ,.,�, I , I I I I I I 11 � AL./S.F. = '78.50 GPD , � � . � -1 I 11 1� el I L I � � BOTTOM �CAPACITY = 78.50 S.F. X 1 .00 G , ! I . I f , t -1.I I I I - I , 7 1, ,`�," L . ,I .11- 4 e, L "I �If I � I 1, � I,I �,,, I I-1 _I L � . I 11.�,�f_ �, �L 1 `9�.50 GPD, ,/" - , I � - -1 /,;, I I � � 'i � L I �'', � . _ � / � - �, L, L 11 TOTAL . CAPACITY 314.00 GPD' + 78.50 GPD = L I., 11 I � 11 I r . I � 1� I , �� ,�L 1. -,�_ ___;�, / � - - , I 1�,��V , � - L ''. - � I L-, I I � - I I-(P_F_ �11 L�� j"�, � L -11 __ _--- --_ ''- -� ----,- I -1"- ________________ --,,-,----,-,. �__11 -_ -_ '' 'I -- , I �I'�"!`, , I I , -1 I - I ,, I I I , , ; __�- ,"k- "'�'L�,��<:� ___1�1, 11 I � �� -5�7' 1 " , ,,, ,, , � ,4,,-,-�------------�-7-�__, - - I L -I I � � -1 I _�I, . ,� ''�),7��'I' , I - �, I I I � I I -- I I I I I -r ___GVT�--s�-Q,0 b D-- 'A- - , , I , � , � I ,' ,-"----.- I - - I . �:_- --______-G_Q_S_0 T%5;�,' ")__�`,' I- , -L �j � �11 � - I I ' I I-----------�___ - 11____zL_____ - -, - - , I " I 1, I I i - � I � t I I I � , I . L I ') :��7 �!__, � f ,-,---- 'k � :," I � " L - . I I L ,_,A_ I I � , I ---'--- , ,�-', 11 \�� �� , I I I 11 �,, I I 11 _1 _ ,,--,. , ,� _,=L �� 11� _1� " ,_�� -- . I . . I I I I I I I I ------- -- I I-,�,,, � , i __�� 1';L'_"�"_, ���' i___, � , , �"'�, L :� -_ /� -, , I . , I , I I � I I I . I � . � I 1, - 11 , , I L . I I 1;1 , � I I I 11 I I . ) ,,,/. 1�I. ,-,, I I I _,�� I I I I � I I L . I � 1, 1; 1_1 "I � I I I I I . [ , �" I I -, i I , I I"L'�� jf�'L I, ,� � I I I . �. I L" I . __11 I _ '1 4 1 L I I ,` I i I I I- L .1 11�, L�,�t , . � I L L I ; , 1, I I � . I � I I, - I L. 11 14�", I 11 I - I 1� I I I I - i I I ,-�- L I I I � I I . I � I I I �,,,,,"I,;,�,, I I L I . - L : I I �_ I I I I I I � I� �-1'I', ',I I I . i,,,,, , L I . L . . .I , ",L I I I I I � I . . I I I _11�� , I I . I I I I I - 1. I I I I I I � I I I I I I 11 I . , I . I I i . . I L 1 ,....... I I I I � ,, � I ".1 I . . I I � I I , �,�,_ � � � I I I I � I . I I . . L I I, I � ,.: �,,,,: � -, JL 11 I - � I I j I I I . I I 11 L I I I I I I I I I I L, I . I 11 I I ,,1,-71 1 1 I I 1, . � I � I I I �: ; , ,"_ I � I I I I . I I I I ,�; , 11 ��- I I I L � I L I . 1 L I � 1 . I I I . I � I . I I I 11 I I I �k_ � ,1, � :1,1".�1, � , I I . I . I . � � f'l I � I I I I I I N -1 4�, 1 � �� L. I - I I I � . _� I . I I I L I . � I i ��, I 11 � . I I I I I . L� - ,,,, I I 11 - I I � I . I� I I I I I L I . I MANHOLE & CGVER AS REQUIRED I L . I I L I I I ' � 1,',,,'�',�, 1 � I 11 . I I I I I I I I . I I I I - , ,I:- , -�,,� I I I I I i " I ,',c-,' ��,� �1'11 , � L - MANHOLES & COVERS AS REQUIRED I L I � ' 11,��" ., - , I I � I BRING TO FINISH GRADE I L. , . . I I I L � ,L :_.,1�""I I I I - I I - _1 I , I - � , : I I I I . I I I I ,, 1 -7 1 1 , I I �� , L I , I I . I I I I I I BRING TO FINISH GRADE . I I I � I I 11 I I I � L I I " L 11"I N, I I L - L I I I L - I . . I I L I . i I � � - �i" I I I L I I I L I I I . I I . I '' I I w I " j 'Ill � �, � I I I I . I _�_ I I � . - � I I . �- I 11 � ,- ", I I :, 3, �,�� , I L . LFINISHED GRADE � I I L� I I I I 11 1� I I - 11 I I I . ELEVATION -1 L I . I � I � I I I L I I . 11 11� I I I . I I I I � L L I I I I I I ,,,_� I I I I , L I I � I I'll L I I I I � L I I I L L I - I I----- SEPTIC VENT I I I "I . I 1�01 I I I . I L I o A' - - . MIN. 2% SLOPE I - ,L I " ' � I � I I I I . I I 1 � I I 11 I � I � ,,,,, 1� 1. � I . I I I I I I . I I ��,L� � I . -_ I I _ 11 I I , L � 11 . ''I I 1:1 L"� I � . - L I ,;, . , I - . I �'i I 1 4� PVC L I - - " . . L , L " I 11 I I ,� ,, L - �,- I I I � 1 6" SUMP I � � I I � � , � ",_ - I I L I 11 I - -. � I I I 11 I I ",�, I � . I i VENT I � I I I I �t 1�1: , 1,, � I . � , . I � , �, - : I 41'� ", i 11 I I I I I I I I I 1 12" I - I I I L I L I � I � j 1"�,'_ 11 I I I I ,,,l I I I I ", I ,_ I ,- I - - � I I . I I I I � . I � I //�,_ I 1� I � I L - I I' 1 _,:r'� I I I I S = 2.0%i MIN. I'll I I L I I . I � .I I I . I . I L i I I ,���, '��'� .I �I I 1.� I I - I I L I L L I I I I I . . I 11 - - SEE I S=1.0% � I S=0.05% __� 1. - 11� I ,��, MIN. 2". LAYER OF I I . . 11 � -- - I I I I I L I I . I I I , i �; , I , 11 I . I I ; . � I - ------ I �..o 11 I 11 L. L L I. I . I I i L L I I I I. I �L I I � I I I I I I I L DETAIL A' IN V. O UT I - I i 1/8" TO 1/2" .PEA 1. � � I �, . I .� PROVIDE INSECT I I I I .1 jl I I I t I L I L I 1, . 11 U i I I I I � - 5#0" 1 1 1 1 . I ,,�,�,, �, "le, �. I I 11 I I I INV. IN _�� - BELOW j � . I I - I I i I . I I L . ; � - - "O L I I "L" ' L "'pW, I I � . El I ,� .Z�- . 17 � . L I . I 1, . INV. OUT , �1___11 11 � � L I I I I I I I I I I ,-, �`, I � I I I I- L I I ,� . I I 'B' ,. I INV. INt� L . I I I o � .0 11 I I . I I PAVEMENT _r) OPENING � I 11 I � - :1�.�,,,,,��,,�� I . I I ��� I 11 _1 ,� G I I - 1'11'� I F . , ,�, - L I . I I I I tct : ' DIST� . INV. IN I :i�% 0 11 -V� / ", � I I . I I . "11, INISHED GRADE - " " " I . . I -- , I L I � '' t�'� I I I I �, I . , I . I I - . I . : , , I I , 1, , I i . L I I� I - ,� � - . , 1 1 � . I I , -_ ; � ' ' - I I I L I I INV. IN BOX ' I -.b.'�, 11 I I 1:,_�",� " .'��,- - , I . .1, I I I L I 1 48.50 ",- .b & � I 11 ; � I L I L I . IL ......� 11 I I � I I CL . � �,/i 3 4 - 1 1/2" DIA. L L . � I I � . � I LL ,, 11 I� I-" 1 1500 GALLON F' I L V) <5 -, / I I I 1 i I 1, I L I . .;", I I . 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L 0 - I ��i I I I I I " � I '1%1� SUPPORT VENT PIPE , I " . I � I I "L' :�"J"��"�"� : 'L I I I . L I � I I I 1. . I I L NOTES: � - � : I I .. I L I - . I L . i � I- . I ,", I L�"",�,,� .1 I I I I I I I , . I I I L 0 . I I L I I L I 11 L � ; I � , � L I L� I I L ,�"/,"", "� , I 1, I I I ,I 1� I I L I , :6.�, :b% � BOTTOM AT ELEV. 43.5 , I . . i WITH 3 CUBIC FEET � I I - I � �, '!L �,,'"'��'-�,�.,�_`�, I I I L I I I � . . I , � ��, I I I I 1,�- Q_ I I I . , � i � . I � , �_ I L I I I I I L I AN OBSERVATION HOLE IS TO BE DUG � I . I OF- CONCRETE -1 I 11 I L 1. 1, I I �� ", - . SEPTIC TANK AND L DISTRIBUTION BOX � _���1111,!�_1111,Q�-1116 - � I L I*� ,:, I 11 I . I I I . I I I I I �,�,�', I I, 1 .11 I I I L I ,I I I , . I I I I I � �, 1�11 "I I-,�17L � I I I I L I """ I � .11 ''I L I I . VEL")"AND AT THE TIME OF INSTALLATION TO VERIFY . � � . I I � VENT DETAIL , 11 I I I I I I I �."_r,_ �w' I I . L . I I . I � I L 6' 1 L � I I � . L. �I I I "I. L,I �, ��'L, :,"�, I'��,, � I " � I . . I f I . I .1 I I I I L I L I . I ,,, �LL il`��, I I I''I � I I I I . I I I I � - STABLE BASE. � THE SOILS AND DEPTH : TO GROUNDWALTER. . L �1 I I I I I I I � NOT TO SCALE I I � I I 1 , 11 .1 , _�,::`;,�,J I 11 I I I 11 I I L - I I . IF SUITABLE CONDITIONS ARE NOT ENCOUNTERED I I I I I . - . I I L � I I I I L - IL I � "' ""'L,j ' I I I I - . , I I 11 � -I 1 " , ,�,�',��'�",� I " . I I L i ,it - I I I I � I ____ - I I I I I . L I I L �, I � ," ��:�,'�,, I L I I I ,, I 11 I � TO AT LEAST ELEV. 39.5 THIS SYSTEM � - I L . L I I I I L, I 'L I L . I . L . � ,-�.�� . I L I I L I I I � , I I I I I I I'll - � I ,� � I " I ,,I . 1 I ENTS ARE I , Y, MIN. I L I I I I I ., I I I�,"'�L'�,�,, I I ALL SEPTIC COMPON . . L I . I I" I I I'll . �, ,,,�,�,� t""', , I r CANNOT BE INSTALLED AS DESIGNED. I i I I I I I . I I I I I I I ., _�', I i . . I . I . 11 _ 1, -L I I I I L I I . L I . I I ! L . I I I I I L I \ I '' I�,;,�""�"��'L �I I I �, . I I I I � TO WITHSTAND H-20 HEAVY, I . I � I I . � _%,"V, I . 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I I I . , I I 11 11 '_ ' I L � ., , � -�_�"""' L 1, � I � . I I I L 'F1 1G1 tHy, i I , I 1. I � �', '� `�"�:' 1 " I I I I I I I SYSTEM NUMBER I A' , 'B' C 1D1 'E . I I - . I I I I L . I 'll I-L 1. , " `�, 11, 11, I I . I -_ I I L �, I I I L I I , � I _,�� I I , , ,: :,� ", 1L . I I I I I I i � I I I I �14,','_', II I 11 �, I I I I . --- I I I � I I I "L � I - L 11� �_;,. _1 1�-w I I I I I I I L 1, I � I L . � I L � , . I L L I , I L ,� 11 I L 1 . - I 11 11 I I I .. I I I I ) I L I L I I I 11 I I I - I . 11 I ''L ",�" :��"",1""' 11 1 .1� I I '� � I I I I I I I I I . - I I �N I I ) I 11 . I L � I I - I I I 11 "I I I � I: �, I 11�1�,, ,;�, L � . 11 ,. . I L I I I I I .".'z " '41 %_ -, L L �:L I I I I I I I I 4' 1 1 L IL . I I , "" �'�� , _' I I . I I I I I I L . I I I I I - I i ; I 1� I I . I I I L I - I I L I I I � 1 � 53.00 48.21 47.99 11.0, 47.74 47.72 47.55 9' 1 2' , I I I . I I I I I � 'L I L I � � L I I - 'L I:' L `�'�'j I I . 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E = �... ,v 1.:, S Y,-- TEM �O G, r? x 7J� .5, i GAL., cc- .�i S ; '�o �!J.5• .�+��. T ' /f - „. . Y�7E`/'19'' 4, G,/4L7, X O, 7,3 5,F/saA.L.= '," .5 �',. -. ,,� AOTC/� ADDITIONAL I-S yam. TE/1,11 " 1A ' L)EC 23 / g 74 . , oTAL To 7A[_, j r/! y `?; O , 5F) x , -5- CAL 1 ,0A >/ c7v_^, ,f :�i 72, .. A,4, 1,0A ?' - 7`i",.-1<'i';r G �f4.!.' 'f "L {7 �✓ ,WAX, �E�'C9 `'✓' �LOIV = .4;00 GAL,/C� y' x rG S ONS = e) O GA L / LaAY, ,,--.57_11eA TEd LDA/L.Y 0W X /• 5 = MAX /]ESIC*a FLOW L E,4 C H//`/G AREA z5y`-TEM */A= /35 x 0.75" S.F. /�,4L_. _ /02 S.F. �2c7¢ S.F• AC?CJ.AL) '�� ir;.~ /C�' GG3J�s� .��,/C �� �,� \ SE/e PT/C TAIVA< EOUIREMEN775 F g E C TOTAL = %'2,50 :f F. 4'IA - /000 , I' / ` ;A�✓USTEa Mrs//►I-i>�nGAi _ //f � f :-:F- ` , A0cJUSTEJ E57'i"ATEv Z714/LyWTOTAL F'�'O✓ECT - /367S GAL./DAY Y.=F; Lo•Cif/s 7_ ,\ /Of_'E.S';/,1A'-E-Ajam; r"ZEE 2E' VSE. 767AL TOTAL he 0✓ EC 7 = / 970 GAL.I ZDAY -e. ,'.''S �;r.r • 'mil Y (SEE 2EV/Sc0 T07gL j ' L./ ,' �•r ' a-. A..1:/ /-` .-.�'.•', lr ....' .�t,^•<• - \'\ i/ 7� T / 1' T — I GY / , �. �. s. I / `, w.. ... .r A/Y .J , 71 w I k .i r,..A�7 i.s/ I ♦E�r' i /l y/ ©/ /�E� W14! �^q' ,r - G/NC '" ' / 7/ f u7 c ' R "'" G ' : �;'= F -- T \ c - 1j0 J/x- J CAS P/' - � _ ---------•- _ , / \ \5 � � G _ � �-c..LEA - Co O �T' EPAC S' PREc /T rC /� ' S• �.�J E F fti , -- - BENCH- M-AR_K-- � �) _ fF D/A �Ea-_ 3 _ � � � ,�, � �-_ / T T deS.E. COR. CONC. F EL EV. = 52.71 M . wE --- 12 48 TEST INV. 00 r 48.74 7 � �I ' r- / --- 50 5 � -/u✓ � �2 = SI � �� Imo_ /n/V. -47•� `=� e R. /000 GAL . SEPT/C TANS zo - o \ -4 P vC. o 5 \ • 1�5 \ 54 of /Nv 9 = O - SEPT/C TAN -Qo /N 70 / SPCA 5 _ _- - - /OG17 C45A�� • _ 4 P/PE �p — - / A/ \ 7- 47 fx" Z NOTES' /Nv /NV„ 9- C. 7 \�� ✓�G \O`S�O�� 4�_ I.) ELEVATIONS ARE BASED ON MEAN SEA LEVEL. C 2.) LOCATION OF GAS 8 WATER LINES ARE APPROXIMATE ONLY /N✓'�900 I IN✓.49.00 3Z'-9�2 �'�'' w _�.= / t- '\\ o T Z C AND TAKEN FROM FIELD MEASUREMENTS AND AVAILABLE —�� ►g�� Y C /NV° _ INFORMATION FROM THE UTILITY COMPANIES. 0 / 1 G. c Q CL NOUT / r, G g- 49� a P� /Nv �.ao V p�• #4 STORE 3 Tom/ aI 3.) PROPERTY LINE INFORMATION TAKEN FROM A PLAN ENTITLED 3•S' N"• Y 49,00 W W Qp. C,TORE \��o%, PLAN OF LAND IN CENTERVILLE BARNSTABLE, MASS. SCALE: I"=60 49.cd 4'Puc. DATED 8/21/72 BY BARNSTABLE SURVEY CONSULTANTS. v. l J / /NV ' �-'R--[-11. =� 2_� -- - (Fv�. r ( FOUND.) /nIE. _ //vV 00 F I I SH FLOO I �, • 49 --- — w W. //`N � t C. G. ySTOFtE'�t 6 (FOUNDS / INV = 49.E T-,l_ t� i /N✓. g9c ts' CLEA/VCYJT1b4P X C` ' v M 1► STORE 10 ORE �, ) e LOB g ST J SEED 12' FOUND.) #g . FOUND- \\ O 2, �. STORE 1 i� /Nv=49 Pam- I v OG, n ✓'4b.B' FOUND.) \ /AtV 4900 a PVC j \� 2�J / /NV \ p (Sl_ AB i � : C I PLANToV /NV8.80Cl PVC. / INV =49.00 'kill h 4„ -_ c V _ ¢B 95 00 o ER f / /'V _ t 8 I 1 //'/ ` PLANTER /NV `49.CX7 -- "Y r� 5 9 D,P �9 n 4'PV NV /s �•� g ' / /000 GAL . .SEPTIC TANK /N✓° pL 5J.5 /Nv= Ap 9.00 IN 1/ 1,4 7 PRECAST CONC. n V IA/JC Rs N _ / -- \ h \ \ .h EFF. CD P' Ilec - s � c EFF DEPTH'¢�j 6 y`%4 r �� r - \ h / / 263' S. F L�i9Ch�. A, O`er 5 9 _ (5� -_s =47& 9y/ 5c!_ INV. .95 t (y 6I-ove/ I J�\\ /ivt/--mod "�L `fE 30U` / ti R/M• 49.50 - 5 / ,, x _ 52 S� i' \ f i/ 5/¢'PI/C �6? Q \' i l o jr J O 50. 50 �?' Qb g ��. /IV v - 49. 00 -7 - �� F 17 6 5 j 5v sl W, G. R/M' \ 6 / C �9 / �; Oz �• O / JQQ.10 J\ 5�. L - \ 5,/ ,�/ 6:G. ��9_ / �\ x� s J�i.�' GPe \?P ¢ \. E / T//VG BUILDING o�� RoarRT WG .93 G 0,13 l��/e ° Q R/M• 50.Z(5 �9 / RIM= 50.�a5 / `yl / O \ \ // h 4Q SP��� 40 ��� U/LD/NG PERMIT'#2o9/13 - L. , so. oo ein /= �. QQ0P �,.' � v g'T g B ION o � , \.� 7 SYSTEM ATION /STING , � � \ � / C' K �9 F I \ `J• //VI% ,n � E/7i •''i:, t Y'- '`''/ d' `Si�8.5s ' �S , SEWER D GU TER 51.T� 5 .tj_Z?`� �. I o \ 9 RO - 1.65 INV =47-9/ �� /��` \ ��S // F UTTER 51.t5 1000 GAL SEPTIC TAN/ < /'✓TALL BU/G�//vG / C 19 o- SITE PLAN s ,�1 --¢ d h ,'� !y 50�(�>�`b�,`��- ° "� r v Z1 0� PRECA.sT c0,��. - /000 GAL s 1C TA1vK\\ \o �� n� _ God - - LE4ClN PIT } IN CENTERVILL / J o - �� � EFF ;�"4, BARNSTABLE , MASS. I I, 2C}¢ S.F LEACH. AREA SURVEYED FOR PRECAST C o�c. J . C . R . REALTY TRUST LEACH /mac EFF 01A. =10. f/c% s 'o �/ E,, / 5/ SCALE I" = 20' MARCH 26, 1974 EFF- DEPTH 4\ / J 004 S.F. LEACH AREA/NY9 P<PE �� FUTURE f x, /�• ' / . 9� r 3 TWuOrC%' Sf r/ f 3f j -•,�lIN�K.4�- 9(0 !�f . /'� ; `�,y% P�,G►+ � -�5 1,2�� ff �yt RE✓/5/ON 1 ti/bQEVt/ stE engineering g IOFe S 9M ALcorp. r ogpCo�nsorOfcetec Hyannis Massachusetts RELOCATE BLDG. -74 - 5/6 foc(a�% U/L.V/Nb i J I p / �. 5/ //' — r = 0 REV/S/O/V 2 -'S 29- 74 , .eEV/SE SEINER D/S�SAL SYSTEM FO.e OFFICE BLDO. r 5702E ;* / 24 R'So �• \ �- 5� h'�I%i ' _ 3�-,,REV/S10N 3 : 12 20 50 REV/5E SEWER D/SPOSAL SYSTEM ' 4, - ;, s /80 ` 7 — ZO 1 - ,_, . - - - r 5l. )�_ _ __ ___ _- -- - 4 -- _ — f o --- FOIE 8A 1VK E l2 €��L ESTATE !3 U / L D l N G S /o 509 O - 25 W Ali 71, G> CO s 0 --- --- ---- (fd.)- -J � 5e4'�i.,e f/D�� 5G - - - -- - N � v : _. ----� - BENCH MARK "Y- G TOP OF WEST HEADBOON HYfl6 W—� ELEV. = 53.80 M.S. L. �__- --- — _ ----` -��_ o , FG ve d 1 mac. �e r ��>..� y S �- - - ----- — � 1, ��r-"7 ve r • / p /Y_5 I I f Massachusetts Department of Environmental Protection Industrial Wastewater Holding Tank DEP Assigned Facility ID or Compliance Certification Form (WP 56) Facility Name Important:When filling out forms A. Facility Information on the computer, use only the tab Innovations Salon 7231 key to move your a. Facility Name b. Facility SIC Code c.DEP Assigned Facility ID cursor-do not 1620 Falmouth Road #1650 use the return d. FacilitySite Address Street No.,Street Name,Street Suffix e. St,Ave,etc. e. Seconds Unit e. Buildin C,7th Floor key. ( 9� ) Secondary ( 9 9- ) Centerville MA 02632 � f.City g.State h.Zip Code i.Facility Mailing Address(If different from the facility site address above) j.Secondary Unit reuse k.City I.State m.Zip Code 508-778-5155 n. Phone Number o.Fax Number p. Federal Employer Identification Number(FEIN or EIN) A-I. Certification Information * Norma Atkinson Owner of Salon 508-778-5155 a.Contact Person First Name b.Contact Person Last Name c.Title d.Telephone Number Marcel R. Poyant Owner of Building 508-775-0079 e.Owner First Name f.Owner Last Name g.Title h.Telephone Number Hair Salon i.General business description * Deanna Teal Co—Owner 508-771-9405 B. Industrial Wastewater and Holding Tank Information Answer all questions, unless you are directed to skip a question. Do not answer questions that you are directed to skip. 1. Major sources of industrial wastewater a. ❑ Process wastewater (Check all that apply) b. ❑ Equipment cleaning wastewater c. ® Spent concentrated solution d. ❑ Floor spills or floor drainage e. ❑ Other(s) (Please describe below) Describe major sources 2. Major pollutants in the industrial wastewater _ a. ❑ BOD/COD (Check all that apply) b. ❑ Oil & Grease c. ❑ Low/High pH d. ❑ Cyanide e. ❑ Cadmium } f. ❑ Chromium t g. ❑ Copper h. ❑ Lead i. ❑ Nickel t SO 20 1 E t 12:36_3 j. ❑ Silver k. ❑ Zinc I. ® Other(s) (Please describe below) Hair Coloring Describe major pollutants M--- 4 -4C