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Taylor Creek (Food Lion) 51005
BUILDING PLAN CHECK T. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION S O,�I B U R �; U FORT PIERCE, FLORIDA TELEPHONE 465-6655 I #1939 # PLAN NUMBER k DATE RECEIVED 10-17 89 Keene Construction 896_1336 CONTRACTOR: PHONE NUMBER:_._- — r ARCHITECT:- Adache Association _PHONE NUMBER: 305-525-8133 € OWNER: FOOD LION SUPERMARKET Taylor Creek Commons LOCATION:__ 1901 North U. S. #I TYPE OF OCCUPANCY: Mercantile _TYPE OF CONSTRUCTION: V SIZE OF BUILDING: 32,446"sq. ft. NUMBER OF FLOORS: 1 REQUIREMENTS: Class "A" Mercantile Occupant' 1_ __Canopy section,5 � ,and 2 Page A-6 Draftstopping is mentioned. Note that cornices i of wood eonstruction,shall-be draft dropped at intervals not exceeding 201. 2. Interir'finish of walls and ceilings shall be minimum of Class "C". 75 to 200 3. 'Provide at 24"sx 36" access panel for the canopy. Provide one (1) panel on each side of the draft stop area. 4. Class "A" Mercantile Occupancies shall be provided with a fire alarm system in accordance'witk NFPA�`101; 7-6 Initiation of the required fire alarm system shall`,be by manual means or by an`approved automatic sprinkler or`detection system. At all times the store is occuied the required fire alarm system shall sound an audible alarm in a continuously attended location for the purposes of initialling emergency action. Occupant notification shall be live voice public address system originatingfrom the attended location where the signal is received. Recorded evacuation instructions to CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED pY �: -t DATE ✓67-- ley — 1 SIGNATURE. Emergency forces notification shall. be by a fire department approved central station connection. 5. A separate permit is required for the required automatic sprinkler system. The automatic sprinkler system shall be designed, calculated and installed according to NFPA #13. Note: because the canopy is to be constructed of combustible construction the interior and the underside of the canopy must be protected with the automatic sprinkler system. 6. Provide a 2A-10BC rated fire extinguisher for each 75' of travel distance in the general sales area. 7. Provide a_4A-40BC rated extinguisher for the service, storage, and electrical equipment area. 08. If anv cooking is to be done, commercial cooking equipment shall be installed in ON BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU S' FORT PIERCE, FLORIDA TELEPHONE 465-6655 #1939 PLAN NUMBER —_ DATE RECEIVED- CONTRACTOR:'-----. PHONE NUMBER: ARCHITECT:_ _— _ —PHONE NUMBER: OWNER: -- TYPE OF OCCUPANCY: -___ _._. TYPE OF CONSTRUCTION: ar" SIZE OF BUILDING: ---NUMBER OF FLOORS: ---- REQUIREMENTS: —_ ---_ -- -- accordance with NFPA #96 for the removal of smoke and grease laden vapors. 9. In Class "A" stores at least one aisle of 5' minimum width shall lead directly to an exit. 10. At -least one half of the required exits shall be so located as to be reached without going through check out stands. In no case shall check out stands or associated railings or barriers obstruct exits required aisles or approaches thereto. _ 11. The exterior exit door adjacent to corridor #2'is not of suddicient width to accomodate 50% of the exit capacity, therefore, door #8 adjacent to the produce room will have to be part of the gxit capacity. A 5' aisle must be maintained according to #10 above. A low partial wall must be constructed to provide the clear access to the rear exit door. Provide adequate signs stating "NO STORAGE IN EXIT AISLE". This must be in addition to the red paint as shown. 12, All stairs shall have: 7" maximum riser 6'8" minimum headroom" _ f 11" maximum tread CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24914OUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY t sc� ---DATE '� BUILDING PLAN CHECK ST LUCIE COUNTY. FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 CONTRACTOR: ARCHITECT: OWNER:__ LOCATION: TYPE OF OCCUPANCY: SIZE OF BUILDING: — PLAN NUMBER DATE RECEIVED_ PHONE NUMBER: PHONE NUMBER: TYPE OF CONSTRUCTION: NUMBER OF FLOORS: REQUIREMENTS:- 13. Where wheeled carts or buggies are used by customers, adequate provision shall be made for the transit and parking of such carts to minimize the possibility that they may obstruct the means of egress. CONTRACTORS RESPONSIBILITY 1'0 NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS t REVIEWED BY:'�y{ Cy,' _..DATE _—...--- "s SIGNATURE ;'-— i ,✓\.\1 a Y ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM Name of Feepeyes Address 0 a t e / 7yLJq� .J42-2_J :�1. L _ Perait.0 Road Benefit and Collecticn Zone / _ ® m 9 m a - _ n » - 4 ® _ s - - - - - - - - - - - - - � 'Tree imr aet fee Calculated heaein RB3 been dete���in�d ,. ?of thQ ," 0 SchOdula adopted in St. leads Countir 0l 61inan ' f vvs rabr ary `I' n4 T %1;;,,pp gg �@ gC W �^�, ,fig ¢a �•,h i T ":PE syy 6 qqY� CCflCp&'ZA 4 � 8 se�G,L qm LIKE m O o e e 5-0 •.e. a e. e. o e..... • `v� V Dns ... CHECK LIST 89-3150 ject.Name: TAYLOR CREEK COMMONS SHOPPING CENTER - FOOD Pro ( Uitect: ADACHE ASSOCIATES ARCHITECTS` Ph: 305} 525 8133 fFf Tenn Archit tractor: KEENE CONST. CO. Ph: (407) 896-1336 Contre - Owner: TAYLOR`GREEK ASSOC. c/o CAL HOLLAND Ph: (704) 846 1029 CONST. CO., INC. Addrdfs• 1901 N. HIGHWAY US FT. PIERCE, FL Occupancy Classification: M Type of Construction: =—E r who Height and Area: � 1hr J-7hna tr-� la iP.*- n Occupancy Requirements per Chapter IV: Construction Requirements: Fire Protection: Egress Requirements: Other Requirements: Sprinklers 6 Standpipes I Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements r Plans sent to Fire Dept. - Date: Plot Plan Check Water AP1 Sever Energy Code Paving b Drainage approval by Engineering Dept_ Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit Pi,; pERi� -� sub-.ST. ^ I he r ,a: f ,tor ^I :nee ill Itt aT--+stC�';NTY LUCIE COUNTY PERMIT S l % E PLAn/ ( CODE .# AIPLLIICATION FOR PERMIT TO JOt STRUCT �r [' OCATION/ADDRESS: /North ;t�AL DESCRIPTION See attached APPLICATION )?,y--i =4� t3EK GE PERMIT NO. BRA L C`1 { •'� Iti I ivior tTPeK t,orfmns nnopping uen Ler - t-w✓ytVN iCJ✓c:; 00 A IMPACT: STRICT LJ� ONE EE 5�/3, `f�7• ' n (�� /D MAP _ nOD ZONE ELEV Y OT I BLOCJC UNIT C 4/'h�✓> E �� �yo (YQC— oast-abo/�7//�f •'FSro-000j� 000 3 T,..... c- Tn t,T.,� T i.Z�_i✓,n�nnc�Tnn rn d oi.ni._T T T snm...nnn n ✓ & 1433-444-0010-000/0 ✓ — — — ZONE C - Ca_Y oP v O ct� /T SIZE/DI70NI NS See attached s eet COS b��+� frET BACKS: /> r �• -7O AR r �� E > �9r E $Q FT BUILDING: 4IVING AREA ACCESSORY Radon: ARCHITECT: NAME Arlacha AssorintPs Architects PHONE (305) 525-8133 A s 550 South Federal Highway CITY Fort Lauderdal(ST Florri��d/IaZlp 33301 CONTRACCIOR: TATE RWCERT # (Y( Dlh(N15 ItNTY CERT # 77y3 /� C> rurti/f� FG. Ti✓c. 1i✓ P// VyAME Keene Construof ction Gerr�w ADDRES5156 Hwnphries Avenue �C_ CITY Orlando STATEF'l on rla ZIP 12R0'i PHONE002 896-1336 O OF NAME Taylor Creek Associates clo Cal Holland Construction ComPanY, Inc. ROPE I � t1A%v ADDRESS P-0- Box 920461 PHONE (704) 9 6-1029 reISTMATE CIITTYCharlotte STATE NCZIP 28222 FF DA, COUNTY OF S . LUCIE I//� ' +' Before me, the undersigned authority, personally ppeared �` ft`tLI `^-'hMot , who upon being duly sworn, deposes and says that. the informatio contai ad in the fo7ega applicat' n is true and correct. (t� iAPPlcacant v'-{ Sworn to and subscribed before me this �/(�` 1m • Low Votary Public, State of Florida at Large Net" Pudic, State of Nnda at Large MY t�W nx4Tlen Expires Oct 21. 1991 My Commission expires: ___. SCHOOL IMPACT FEES Required ❑ Yes No -P.� . N G Amt. Pd y'� Pj Date Pd _ \G�Oq-8ck Posted • I I I I i CANOPY EDGE - I I � I I i I i i i i i i i I i D � 425 i I i r= 2'X18' VO (TYP, OF 19) u /-10'xe' 6'0 SEE SHEET -4-4 FOR DELI -BAKERY HVAC LAYOUT. A n w .I5AT1r:� BOSEK, GIBBON k ASSOCIATES, INC. �-23-90 REFERENCE DRAWING ENGINEERING CONSULTANTS 2324 S. CONGRESS AVE.. SUITE 2F M-1 SHEET NO. HEST PALM BEACH, FLORIDA 33408 (407) 439-5254 M-1-A. SEE ENLARGED DELI AKERY DRAIN LAYOUT SHEET P-4W. I N ,• Y • 4' 2' V.T.R. JL I,' �A ... i DEU COOLER 2' v,LR� JL i I \444.1 P-8 e I P-16® I -8 DEU BAKERY PREP ' 26'-6' P-8 �G 2' V.T.R. 4. v [:-14 P-9 • 2' V.T.R. DEU .. FREEZER CANWASH RELIEF k DRAIN VALVE LINES RUN FROM WATER HEATER TO HUB DRAIN LOCATED DOWN STAIRS IN THE DEU BAKERY PREP, - 2' u 2' V,TR J'L I go REFERENCE DRAWINGS P-3W BOSEE, GIBBON & ASSOCIATES, INC. DATE ENGINEERING CONSULTANTS-23-90 2324 S. CONGRESS AVE., SUITE 2F SHEET N0. WEST PALM BEACH, FLORIDA 33406 (407) 439-5254 P-3W-A (z) asoo WATT ELEMENTS „ (t) 4500 WATT 0 W/SOAP DISP. •O'W/SOAP DISP. 0 W/SOAP DISK 1 RECESSED HINGED GRATE ��-- OFFCE OFFICE 0 USE THIS AREA FOR SPRINKLER RISER WHEN WATER SERVICE IS AT FRONT OF STORE. U I - C.W. LEIV C3. - f- P-14 DEU COOLER VALVE 1'-O' AFF. N �' I I a _ ' VALVE ABOVE CLG. g oEu I P-6, 24' a 8AKERY r — ABOVE GRADE m PREP 3 i Fri U 3 . \ , .. _ .. P-14. NOTE THE G.C. IS RESPONSIBLE FOR HAVING A PLATFORM DESIGNED k INSTALLEDFOR THE WATER HEATER LOCATED ABOVE THE DELI -BAKERY FREEZER. THE PLATFORM 16( MEAT MEAT PR AT -' - - — ' — ' — ' ' — ' — I a SHALL NOT REST ON TOP OF THE FREEZER. NOTE: a LOCATE FAUCET I o I P-7 42'-CAN WASH A.F.F. .. L . P-12 i SEE WATER HEATER SCHEMATIC 22 ABOA THE FREEZER SEE ENLARGED DELI BAKERY FOR WATER PIPING LAYOUT SHEETP-4 REFi I f, CAN WASH �� _�__, ENCE DRAWING i3EMU,CIBSON &ASSOCIATES, INC. DATE _/NEERING CONSULTANTS 3-23-90 P-2 CONGRESS AVE.. SUITE 2F LM BEACH, FLORIDA 33406- SHEET NO. (407)439-5254 P-2-A E 160' WATER TO MEAT PREP SINK & MEAT PREP MIXING FAUCET RES1 N.T.S. 160* WATER TO DELI PREP SINK & DELI PREP H.B. ONLY. COLD WATER ; SUPPLY I:r 8ID GAL TO. 0DRAIN 4. NOTE: RELIEF ! DRAIN VALVE LINES r - RUN FROH WATER HEATERTO HUB DRAIN LOCATED DONM STAIRS - IN THE DELI BAKERY PREP. HEATER SCHEMATIC N.T.S. /+ REFERENCE DRAWING Sp BOSEK, GIBSOfl &ASSOCIATES, INC. 3-2�� ENGINEERING CONSULTANTS ' 140' WATER TO P-Z 2324 S, CONGRESS AVE., SUITE 2F ALL AREAS EXCEPT ^ NEST PALM BEACH, FLORIDA 33406 MEAT PREP SINK & (407) 439-5254 P-�=A MEAT PREP MIXING FAUCET COLD WATER SUPPLY ELECTRICAL ROOM VNIKI Ilwv m rmicnt,v JIAINLtJJ ov xio 1) 2210 YKL—KINJt ANGIt SIVYJ 24R� STEEL t 2901 ADD-A-FAUCE (2) 4500 WATT P-12F 4 RUDD (MASTER) 80 GAL _ _ ELEMENTS _ (1) 4500 WATT DAIRY THERMA- 119 GAL _ ELEMENT P-13 EQUIP. CO. STORE III TYPE 300 COMPLETE W/ ALSO W/SOAP DISP. LOAD KING N-1618-41FV STAINLESS 22"x21" DRAIN, FAUCET STEEL & FOOT VALVE TYPE 300 COMPLETE W/ ALSO W/SOAP DISP. P-14METALS FAB-X 81-2016 STAINLESS 25'x23' DRAIN, FAUCET VALVE STEEL & FOOT TYPE 300 COMPLETE W/ ALSO W/SOAP DISP. AMTEKCO OH-18 STAINLESS 18"x15' DRAIN, FAUCET STEEL & FOOT VALVE - ^ TYPE 300 (3) 7400 DRAIN VACUUM BREAKER LOAD KING N-3072-3-24 STAINLESS 36"x124' (2)K7856-8 FAUCET & WALL BRACKET RL STEEL (1)B133/VB PRE -RINSE TYPE 300 (3 DIO-7400 DRAIN VACUUM BREAKER DELI -BAKERY FAB-X 07 83-3 072- STAINLESS 36'x124' (2)81128 FAUCET & WALL BRACKET P-15 SINK METALS RL STEEL (1)8133 PRE -RINSE + TYPE 300 3 LAW-1 DRAIN 2955 VACUUM BREAKER AMTEKCO C-3-2430- STAINLESS 36"xl20' 23 3251 FAUCET WALL BRACKET 240 STEEL 1 2210 PRRINSE GREAS WHITE COATED 2s 3 8' FLOW CONTROL VALVE RECESSED P-i6 TRAP ZURN Z=1170-E-600 x 4" DEEP SEAL P-17 FLOOR DRAIN ZURN Z-560 CAST IRON - I -} TRAP CAST BRONZE 4" DEEP SEAL BACKWATER VALVE HINGED GRATE P-18 FLOOR DRAIN ZURN ZB-610-H-V GRATE i •4 _ . _ . _ . _ . — . _ . _- — . — . _ . _ . _ . _ . _ . _ ._..._._..._._...—.—.._..._.—.— ...... . r NOTE: — — — _ _5-� Irn• 1 1/2" C.W. - LOCATE FAUCE .H.W.LOCATE . — P ` �L- P-7 42' A.F.I /4' 1 / 2' C.W. _ .... MIXING FAUCET - 48' A.F.F.--- /C� Sr 3 7 ATE BOSEK, CIBSON & ASSO&TES> 3-?,A--go REFERENCE DRAWING ENGINEERING CONS��'TSUITE 2F ANTS _ � P-2 2324 S. CONGRESS AVLa SHEET ^ NEST PALM BEACH, F.ya�21DA 33406 f .1C11 (407) 439-5254 p-Z-A M�1 i. !IN RECEIVING ROOM 115 f 1/4" BENT PLATE JAMBS - 3/8" BENT PL. JAMB COVER` W/5 MASRY ANCHORS PER O ROLL -UP DOOR OPENINGS (TY A4 • 23 C.P. 1 _1 8-0" 4.0" 8'-0• Y 1 F M. 5'x24' ALUM. CANOPY 15'0" CLEAR FROM PAVEMENT. 6" CONC. SLAB W/4f5 0 BARS OF SLAB TO BE 4'2 BELOW FIN. FL SPRINKLER RISER WHEN SERVICE IS AT REAR. - 1 54.-4" \ E 8" PREN TF SLAB 4 8" SEEE No.10. �.� 1O'-70" 8'-4" N FREEZER M35 16 ��MtA NITOR 5' 4109MEAT ©o III x8'8"/H STORAGE 119 I o = 1 -O' 0° ELECTRICAL RM. 128 i CAN_WASH 3'-0 x3'-0' 12'8' TOP SEE DETAIL OF MASONRY `0 ACCESS TRENCH I No.9,SHEET A -a 2'-6"x2'-6" I 1 CANWASH � / tO co I A8 -14, � 4'-0"x4'-0 IS-10" m •o 30 N � � I i LOUNGE rn SEE WINDOW eo 12� `a 107 7 ELEVATION I Ag 1 SHEET A-7 0 < N — ACCESS THE 1 ) I 2'-6'x2'- . in �( I 3 W °o / n Q I A 1 UP y 1 0 Z } u i o a DAIRY COOLER i c I 20'-3"x2O'-3"x8'-4" H. 1 w � I N 120 I I 9'-4" A.F.F. SEE ENLARGED REST. J I TOP OF MASONRY LRM PLAN SHEET A-7J 1 I H.D. a I I I9�1_� �c WOMENillRYo.2 a o 28 0n I 4" F.D. F.D. 0 4" iqSLAB 8" n rL�/\ DA %ASSO0IAT. No.10. H.D.o "j�R MITP'ArM FREEZER 10 O9 ►1 1 '9'x8'8'H.� �i 9'-6" " 121 ao m861 4" 4" -8' 88 CORRIDOR No.2 M. 0 ' < io 9'-4" TOP 131 ® .,., --I `i7 n OF MASONRY F. 01.. .� - 4' 4'x6' ALUM: CANOPY TRANSFORMER O O 0 PIPE BOLLARDS 066188 8VH @ A 10 O m o m m rA my Nam.. Yd 'S1O311 HOW o 0 $311IIO0M 3HOVGV 0 A A D >oa17 A m O S mC�? D p I I O m m rn mCxx to I m ^? Nail Lim\: .Imm OE I -BAKERY r_-�m..PREo 1 37'-10" 49' _ \ 62'-0" _ 19•_5" 15'-1" 119._6. I \ 'I I _METAL STRIP FOR CART STOP 50'-2" o_ O VESTIBULE I O m m SEE SECTION No.t, SHEET A-6. F z m > i 123 zN Q I SAX F� p Pz_ D Zi 0 ' o m � I -- s a. 8" 691_6. I m J 39•_4. 23'-8" 123'-2" 23'-2" I t9'-0" 19'-0" I 18'-10" 18'-10" 32'-e i 33• 6 + 32'-4" ¢ 32'-4 s 37'-40 00 Oa ELEC. LINE OPENING 0 -0 w -',2'-6" 14'-9" oz 4-6- 6-4 C' ; - Z z yw vo C: o EQUIPMENT ROOM o m� u 0z 114 OA m 02 COMPRESSOR B. COMPRESSOR A COMPRESSOR C zi 'a ¢m APPROX. WT. 3,035 APPROX. WT. 2.875 APPROX. WT. 4,400 REFRIGERATION LINE OPENING 1'-0' INSIDE 3' 44' 24'-a" I T-1o' JAII II N A o m Lu D m n D f % Ci = C r 0 ' m m m w O m � � D tl y r P. fi C OD A 0-( C) f m M�l> \ N D N 0 m0 A M. A 4'-4" + m � m to . 14 v N O O " w rn O O 2'-4" mp 0 0 m zm � r r ji z -+ O cD Oo �N CDZfIT1 ----�� m�Z2 yZ pD� r Z Sj`� �M> X -�z{IFDo m-" mm-0 z O G7 Z Z r (Orr, 0 Z fTi rn� a mox 0 r �o ZiN = 0 7u I"mOr O N— 0 -n 0 mz D n DOvZ mmC Z furl Amm n D 6z'� C -niFm ran--i{x0 r�N00 0(A � y ` m `zmD rZ*1mD'l7 07 N ZA'0 x to 0r r '� t- m -r1 pW = IE N =—2 m 0 A (n < 20irr' m0�r- 0 0U)D' _ DOv)m m 6 m -0 of rr- = (n -n071zm m>(n0 Zm ONN X to yZ Z0 0] m ' *no- zz-° m0 008 D >=z0 M z vm zr "50�mmm>m> O ` um zC:m x 0 �>0 zW� A N - CD m 1n0 0 m REVISIONS: DRAWN BY: --{ �6" RETURN AIR PLENUM. BM 13-12 BEIGE---� 1/2" GYP. BOARD ON 3/4" FURRING STRIPS O 16' O.C. 38'-10" " 1/2" GYP. BOARD MUD AND TAPE NO FINISH ,r FRONT WALL INTERIOR ELEVATION y: BM 13-12 BEIGE J O 1/2" GYP, BOARD 4 1¢—a __ ____ CERAMIC TILE---- -- No. 636. DR. z Qao _ _ <~i1 % 1 ♦ i EXPANSION JOINT IN GYP. BOARD. GYP. BOARD 16 3.C. FURRING STRIPS O 16' O.C. FURRING EXPANSION JOINT IN GYP. BOARD. BM-13-12 BEIGE 1/2' GYP. BOARD - BM 13-12 BEIGE BM 13-12 BEIGE)e —� CHAIR RAIL / CHAIR RAIL Fli ---------- Q r / 1/4" PANELING ON 1/2" GYP. BD. ,I 1/4" PANELING ON 1/2" GYP. BD. W7 OOD BUMPER BEVEL. ENDS,STAIN TO O 29" A.F.F. & MATCH PANELING: MIRAWALL PANELS 1/4" POLISHED ALUM. VINYL BASE. (TYP.) 1/4 PANELING SE CORNERS (TYP). --CANOPY _ABM 13-12 BEIGE 1/2" GYP. BOARD ON 1/4" P RAMIC TILE METAL STUDS. �_ Na 636. RETURN AIR OPENING-\ 99'-O" L-1/4" PANELING ON '\-1/4" PANELING-/ 1/2* GYP. BOARD. ® LEFT WALL INTERIOR ELEVATION 1/8 /8"=1'-0" --1 j --6" RETURN AIR PLENUM. BM 13-12 BEIGE ci ��-1/2" GYP. BOARD----� 1/4" PANELING ON 1/2" GYP. BD. 1/4" nNSJNG ON 1/2' © 0 1/2- GYP. BOARD ON 3/4" GYP. BD. I FURRING STRIPS 016" O.C. l rk to MUD & TAPE, NO FINISH. 33'-8" V-6" ., REAR WALL INTERIOR ELEVATION 1 /8"=V-0" 51tr Al '�-�BM 13-12 BEIGE 1/4" PANELING ON 1/2" GYP. BOARD ON 1/2" GYP. BOARD. METAL STUDS., 0 I i� 7'—S" 79'-0" r� 2'-0' CANOPY CEILING. ---- 1/4" PANELING 1/2" GTP. BD. NOTE: DECOR & MIRRORS 10" ARE MOUNTED ON TOP OF PANELING. (SUPPLIED & INSTALLED BY OTHERS) RETURN AIR OPENING ®imi® NO PANELING BEHIND 1 MEAT CASES. 2'-0"—i -BM 13-12_ BEIG 1 /2" GYP. BOA ---- _ A ,�j H {_ ♦dons ARCHITECTS, P.A. © MAR 23 1990 6'---1 I- ---� Y— V-6' R� ABM 13-12 BEIGE 1/2' GYP. BOARD METAL STUDS.— =1 wwlA u 0 46'-0' n of TILE r Y.C.T. TILE F QUARRY ME Z 3io 00 QUARRY TILE QUARRY TILE QUARRY REFABRICATEI _ TILE FLOOR PANEL ❑ I I HSQATESI C C S7P.ArEl '1. O MAR 231990 0 Wr No: ROOM:NAME FLOOR BASE WALLS WAINSCOAT JAMB COLOR CEILING HEIGHT REMARKS WALL COLOR %;tr A.. sr3 ZO a I O J I J tx� W O 1 .' O 0y > O 2 .11 O Z m m z D OO U J NLL�� Ww = mS FJ F gWJ NyWF1W>1 O 3 Q cz� w U N r wa O� < Zw w O4{J�1 O < m < Z m m m V < X � iz J o f `wm- aS wFz- z tNa m 3aS k wR 7) < O a < z ay z z maa : wN Noa z i n a T m v avaz o n 0 o 0 Na i� w 101 SALES AREA 1 112'-0"1 102 OFFICE • • • • • • • 12'-0" 103 SECURITY ROOM • • • 101 8'-0" SEE NOTE #1 104 OFFICE STORAGE • • • • • • 12'-0" STAIN JAMBS' TO MATCH PANELING 105 PRODUCE PREP • • • • • • 10'-0" SEE NOTE #13, #15, #18 1061 MEAT PREP • • • • • • 10'-0" BLACK EPDXY GROUT, PAINT JAMBS w/EPDXY, SEE NOTE #18 107 LOUNGE • • • • • 8'-0" SEE NOTE #15 108 MEAT STORAGE • • • • • 8'-0" PAINT JAMBS w/EPDXY PAINT, SEE NOTE #15 109 JANITOR'S CLOSET • • • • • • 8'-0" SEE NOTE #4 110 MEN'S ROOM • • • • • • 8'-0" SEE NOTE #16, #17 111 WOMEN'S ROOM • • • • • 8'-0" SEE NOTE #16, #17 112 GROCERY STORAGE • • • • • 113 CORRIDOR No. 1 • • • • • 114 EQUIPMENT ROOM • • • • • • 115 RECEIVING ROOM • • • • • • 116 STORAGE FREEZER • jEPRESS FL OR SLAB 8" 117 MEAT COOLER • • BLACK EPDX GROUT 118 PRODUCE COOLER • SEE NOTE #11 119 MEAT FREEZER • DEPRESS SLAB 4" 120 DAIRY COOLER • LOCAL CODE MAY REQUIRE FLOOR FINISH, S 121 ICE CREAM FREEZER • DEPRESS SLAB 8" ARCHITECTS, P.A. 122 TRAY COOLER • • BLACK 'EPDXY GROUT 123 VESTIBULE • • • • IV-3" JAMBS TO MATCH STORE FRONT FINISHE& LIAR 23 1990 124 DELI —BAKERY AREA • • • • • 8'-6" BLACK EPDXY GROUT, SEE SHT. A-7 FOR CERAMIC TILE COLO 125 DELI —BAKERY PREP • • • • • B'-6" BLACK EPDXY GROUT 126 DELI —BAKERY FREEZER • DEPRESS SLAB 8" 127 DELI —BAKERY COOLER 1 10 BLACK EPDXY GROUT ' 128 ELECTRICAL ROOM • • • • • • 41,2 129 DELI STORAGE No.1 • • • • • • • • • • • • 12•_0" 130 DELI —BAKERY CLOSET 8'-0" BLACK EPDXY GROUT & SEE N07E No. 15 131 CORRIDOR No. 2 • • • • • 8'-0" SEE NOTE /#13, SEE NOTE #15 SEE NOTE #j15 132 DELI STORAGE No.2 • • • • • NOTE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL HARDWARE NECESSARY FOR INSTALLATION OF ALL LOCKING BARS ON ALL EXTERIOR DOORS. Flr'1SH REMARKS SCHEDULE MATCH PANELING 5, #18 BUT, PAINT JAMBS w/EPDXY, SEE NOTE #18 PDXY PAINT, SEE- NOTE #15 7 7 - SLAB 8" OUT REQUIRE FLOOR FINISH, SEE NOTE No. 11 OUT _ STORE FRONT FINISHES. 3UT, SEE SHT A-7 FOR CERAMIC TILE COLOR OUT No-1 SIZE 60f A -10 1 PR. 3'6"x7'0"x 1 3/4" 1 2 PR. 2'6"x7'0"x 1 3/4" 1 3 2'8"x7'0"x1 3/4" 7 4 2'10"x7`0"x1 3/4" 2 5 3'0"x7'0"x 1 3/4" 2 6 PR. 3'0"x7'10"x1" 4 7 3'0"x7'0"x 1 3/4" 2 8 3'6"x7'0" 1 3/4" 2 9 3'0"x7'0"x 1 3/4" 2 10 3'0"x7'0"x 1 3/4" 2 11 3'0"x7'0"x1 3/4" 2 12 3'0"x7'0"x 1 3/4" 2 13 7'-O"x8'-O" 6 14 3'0"x7'0"x 1 3/4" 2 15 3'6"x7'0"x1" 3 16 PR. 3'0"x7'0"xl" 4 17 PR. 3'0" x7'0"x1 3/4" 2 18 4'0"x7'0"x 1 3/4" 2 19 2'4"x4'4"x 1 3/4" 5 20 PR. 3'0"x7'0"xt" 4 21 PR. 3'0"x7'0"x1" 4 22 87O"x8'0" 6 23 8'0"x8'0" 6 24 3'0"x7'0"x 1 3/4" 2 25 3'6"x7'0"xt" 8 26 27 3'0"x7'0"x1" 3'4"x4'6"x1" 3 9 28 3'0"x7'0"x1 3/4" 2 29 3'0"x7'0"x 1 3/4" 2 30 x7'0"x 1 3/4" 2 31 v3'0x7'0"x1" 3 32 3'0"x7'0"x1 3/4" 1 2 FRAME I FINISH 3 w f 0z U2 � Q w ov � f/1 w o �Z�Z 111 Q 0 O U Q u- Q. • • DOOR F INISH �)UHLUULL ETAILSI REMARKS - - METAL THRESHOLD (SLIDING DOOR) w/MOTION DETECTORS BOTH SIDES 113 [3��� 1 m�0� 0mmo mmu c OEM== . 0000001 000130130 nmmm mm [ - - METAL THRESHOLD (SLIDING DOOR) w/MOTION DETECTORS BOTH SIDES Q - STAIN TO MATCH PANELING & UNDERCUT DOOR 1" Q - PAINT TO MATCH WALL FINISH & UNDERCUT DOOR 1" B C UNDERCUT DOOR 1" SEE SPECS FOR HARDWARE H - 1 1/4"x1/8" TILE EDGING STRIP -FURNISH 5"x9" JAMB GUARDS & NOTCHES K L DOOR SWEEPS -SECURITY BAR , METAL THRESHOLD K L DOOR SWEEPS - SECURITY BAR - METAL THRESHOLD B S MARBLE EDGING STRIP, UNDERCUT DOOR 1", PUSH-PULL w/CLOSURE B S MARBLE EDGING STRIP, UNDERCUT DOOR 1", PUSH-PULL w/CLOSURE 8 C UNDERCUT DOOR 1" B - 1 1 /4"x1 /8" FLAT TILE EDGING STRIP - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE E F SILL PROTECTOR ® DOOR BOTTOM 1 1/4"x1/8" TILE EDGING STRIP H I FURNISH 5"x9" JAMB GUARDS & NOTCHES ® TILE EDGING STRIP H I FURNISH 5"x9" JAMB GUARDS & NOTCHES ® 11LE EDGING STRIP 8 C FURNISH SWEEPS - WEATHER STRIP COMPLETELY W/REMOVABLE SAFETY CHAINS. K L DOOR SWEEPS -SECURITY BAR -METAL THRESHOLD, SEE SAFETY BAR DTL. THIS SHT. NIP FINISH TO MATCH PANELING --SEE SPECS FOR HARDWARE H - FURNISH 5"x9" JAMB GUARDS & NOTCHES H R FURNISH 5"x9" JAMB GUARDS & NOTCHES ® TILE EDGING STRIP - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE ARCHITECTS, P - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE K L DOOR SWEEPS -SECURITY BAR ,METAL THRESHOLD H - FURNISH 5"x9" JAMB GUARD & NOTCH (REMOVABLE TRANSOM) H - FURNISH 5 x9 JAMB GUARD & NOTCH TILE EDGING STRIP 8 C UNDERCUT BOOR 1" SEE SPECS. FOR HARDWARE B C FURNISH SWEPS B T-FUERNISH ERCUT POOR 1" H 5"#9" JAMB GUARD & NOTCHQAINT TO MATCH PANELING 0 n1 IT E '0 7 DELI lrLl\!\IYIIV TILL SEE DETAIL THIS SHEET. 1/4" PANELING ON 1/2" GYP. BOARD. - --6" RETURN AIR PLENUM. Y. NG UNE FLOOR LINE STRIPE CAP SHOULD STOP TWO SPACES FROM WALL OR END OF DELI. MEAT CANOPY CEILING. 6" RETURN AIR PLENUM. -1 r _�-BM 13-12 BEIGE } 1/2"_GYP. _BOARD� 1/4" PANELING ON 1/2" GYP. BD. 1/2" GYP. BOARD ON 3/4" o FURRING STRIPS ® 16. O.C. I MUD & TAPE, NO FINISH. 'D It 2 0 - - I Ifl -6• 1'-6" --I I --- INSTALL PANELING W/FULL SHEET ® TOP & ADD 10" PIECE ® BOTTOM. (TYP)J -BM 13-12 BEIGE 1/2" GYP. BOARD ON METAL STUDS.` 64T A -7 TILE LEGEND 1. WALL COLOR — DAL —TILE No.D-636 FAWN. (6"x6" TILE.) 2. OUTLINE STRIPE COLOR — DAL —TILE No.D-146 MOCHA. (6"x6" TILE.) 3. COVE TILE COLOR — DAL —TILE No.D-636 FAWN. (6"x6" TILE.) GENERAL NOTES: 1. START METAL STUD SPACING FROM FRONT WALL OF STORE. 2. ALL PANELING WILL BE WEYERHAUSER SARATOGA BIRCH. CORNER TILE DETAIL. A7 N.T.S. 1 1 1 1 1 1 1 NOTE: JOINTS ON 11 SHOULD LINE 1 1 1 1 1 1 1 4111 1 1 1 1 1 1 1 2 2 2 12 2 2 2 2,Ill 111 11 1 1; 2 1 1 2 2 212 2 2 2 2 „ 58" UP FROM F TO 130TTOM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 313 3 3 3 3`3 ri-n TILE STRIPE DETAIL. A7 N.T.S. (LOUNGE) FINISHED FLOOR _E AND TRIM UP. 1NISH FLOOR )F STRIPE. WINDOW ELEVATI`M 3/8" — 1'-0" ASSOCIAT,E� ITECTS, P.R. QS ,99p 066169 WW OO Yd 'S1031[H38V I `S3IVIooSSV 3HDVBV .f m i I 0 mmoomy!. mmm p�n '!zo DOoT Am r O m ms DAm MOD mmmN Dpll OmmO. Ni m ^. Nmm II ON ! D y; =jr Ir r� m- r tG.i ;N MRr0� �Nn D p mr �m II ID Nz D 0. o iZ o A 2� yo DO N I O 0 p yNC m N EDGE OF CANOPY I I M> z I m I I OyS O_ z O ---Tl--- ---- >r p5DELI—BAKERY AREA' mo mp724 I o S I, T� p c 2 6" MTL. STUDS O 16"O.C.7 I _ I IJ zmm > z m SEE DETAIL Aj FULL HGT. ATTACH TO STRUCTURE ABOVE 1 4 � + i 0 m r o p 14._9. /3yD• 24'-5" I 3'4' 6'0" A o `rm� > c 11'_g' 0 5.0. 6'-4" 4. I m ram' m i Di z rn r/ m �- zD �o • r� ym \�i WINDOW m Nm j O m OC iY I ���jjj N m N �a I w 6" MTL. STUDS 024" O.C. S mp E'O m i FULL HGT. ATTACH TO STRUCTURE ABOVE rpi c D rS z T DELI —BAKERY p Fn m AA o PREP a xiOC POO oa -� o I 37-10" I \ 62'-0" �• 19'-5' 15'-1• m_ o; I METAL STRIP FOR CARTSTOPrw� 1 o N N VESTIBULE r'm SEE SECTION No.1, SHEET A-6. I I O I O N A ' 123 z D m Z ow x mo z $s� P � - m �m 78- mJ 39'-4" 23'-8" 123'-2" 23'-2" I 19'-0" I• ¢ 4 0 32'-6" 33'-B" 32'-4" ) o -P. 0 oD W ZO Z O m::E::E O 18'-10" t m 1 N O to Co IWgna, AID, Dc� c�s�� F_ m CODm m m � m 'HALT PAVING. `-CRUSHED STONE _ BASE. (TYP.) 31ALV.) it ON S. m 6 MIL. VAPOR BARRIER. F - SHEET META (REMOVABLE TYPICAL DOOR OPG. REINFORCING QUARRY TILE. N.T.S. 3/4"x6"x6" QUARRY TILE Fi TO 4'-0" A.F.F. BOTH WALLS. 11 A4 In s PLAN - CAN WASH A4 3/4"=1'-0" PROVIDE CONT. SILICONE BEAD AT ALL PERIMETER EDGES. 3/4"x6%6" QUARRY TILE TO 4'-0" A.F.F. BOTH WALLS. 3/4"x6"x6" QUARRY TILE WITH BLACK EPDX-C-MENT GROUT. BOND COAT. 1 1/4" SETTING BED. 3/4"x6"x6" BULLNOSE QUARRY TILE. FINISHED FLOOR.- e. STONE SEE SPECS. QUARRY TILE ® CAN WASH (TYP) 4'0" A.F 3/4"x6"x6" QUARRY TO 4'0" A.F.F. BOTH 4" MTL. STUD WALL W/1 G.W.B.,M.R. ® QUARRY TI I SECTION - CAN WASH A 4) 3/4"=1'-O" ARRY TILE 12 PLAN - CAN WASH A4 3/4"=1' r �iT A • A- o 'fit, O W z 0 I 1/2- GYP. BOARD ON 3/4" FURRING STRIPS O 16" O.C. 1 7 Ilk. WMIRAWALLANELS 1/4CORNERS (TYPE. EXPANSION JOINT BM-13-12 BEIGE IN GYP. BOARD. 1/2• GYP t. BM 13-12 BEIGE CHAIR --- Q 1/4" PANEUNG ON 1/2" GYP. 8D. VINYL BASE. (TYP.) ( 1/4" PANELING 13-12 BEIGE 1/2" GYP. BOARD ON METAL STUDS.-----y 2'-0- CANOPY CEILING. Hill ANELINGII/2" GTP. BD. i 10"-j '-NO PANELING BEHIND 1 PANELING. MEAT CASES. 'Y OTHERS) n ir��r r�r t"•I irn ullAl. U/ll I I kAC' `ABM-13-12 BEIGE ---- 1 /2_ GYP. BOARD - CERAMIC TILE SEE DETAIL THIS SHEET. 1/4" PANELING ON 1/2" GYP. BOARD. 8M 13-12 BEIGE ��1/2" GYP. BOARD�� ----------------------------------------- 1/4- PANELING ON 1/2" GYP. BD. 1/2" GYP. BOARD ON 3/4- FURRING STRIPS 0 16" O.C. MUD & TAPE, NO FINISH. V-6' �-BM 13-12 BEIGE 1 /2" GYP. BOARD ON METAL STUDS. 6" RETURN AIR PLENUM. r - A CEILING LINE r-BM-13-12 BEIGE ----1---GYP_BOARDA- c 0 I ' FIN. FLOOR LINE STRIPE CAP SHOULD STOP TWO SPACES FROM WALL OR END OF DELI. i MEAT CANOPY CEILING. 6" RETURN AIR PLENUM. -----------------------II 0 0 00 N 1'-6" ---I F - INSTALL PANELING W/FULL SHEET 0 TOP & ADD 10" PIECE 0 BOTTOM. (TYPP 9 e-5-",T- A 7 TILE LEGEND 1. WALL COLOR — DAL —TILE No.D-636 FAWN. (6"x6" TILE.) 2. OUTLINE STRIPE COLOR — DAL —TILE No.D-146 MOCHA. (6"x6" TILE.) 3. COVE TILE COLOR — DAL —TILE No.D-636 FAWN. (6"x6" TILE.) GENERAL NOTES. I, START METAL STUD SPACING FROM FRONT WALL OF STORE. 2. ALL PANELING WILL BE WEYERHAUSER SARATOGA BIRCH. 13 CORNER_ _TIJ_,E DE A7 0 0 n n 0 7'0"x1 3/4" 2 • • A B I C I FURNISH SWEEPS — WEATHER STRIP COMPLETELY W/REMOVABLE SAFETY CHAINS. x 1 3/4" 2 101 • J K L IDOOR SWEEPS -SECURITY BAR -METAL THRESHOLD, SEE SAFETY BAR DTL. THIS SHT. x 1 3/4" 5 16 • 1 N P IFINISH TO MATCH PANELING --SEE SPECS FOR HARDWARE 7'0"x1" 4 • • • G H —I FURNISH 5"x9" JAMB GUARDS & NOTCHES 7'0"xt" 4 • • • G H R IFURNISH 5"x9" JAMB GUARDS & NOTCHES 0 TILE EDGING STRIP 6 • — STEEL ROLL —UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE 6 • — STEEL ROLL —UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE x 1 3/4" 2 • • J DOOR SWEEPS —SECURITY BAR , METAL THRESHOLD x1" 8 • • • M JH FURNISH 5"x9" JAMB GUARD & NOTCH (REMOVABLE TRANSOM) x1" 3 • • • G FURNISH 5"x9" JAMB GUARD & NOTCH xt" 9 • • — TILE EDGING STRIP x1 3/4"h • • A UNDERCUT DOOR 1" SEE SPECS. FOR HARDWARE x 1 3/4"• • A FURNISH SWEEPS x 1 3/4"• • A B C UNDERCUT DOOR 1" x1" • • • G H — FURNISH 5"x9" JAMB GUARD & NOTCH x1 3/4"• • 0 O 1 — IPAINT TO MATCH PANELING *NOTE: 1. AT DOORS No. 7,8,18,24 — ELECTRICAL CONTRACTOR TO SUPPLY & INSTALL JUNCTION BOX BEFORE FRAME IS SET FOR SECURITY ALARM. 2. WHEN CODE DOES NOT PERMIT ABOVE, GENERAL CONTRACTOR TO INSTALL THE FOLLOWING: ON DOORS 7, 8, 18 & 24 "VON DUPRIN" 22F FIRE EXIT RIM DEVICE WITH 22—ALK EXIT ALARM. IUM AIL 1. ALUM. SLIDING TEMP. GLASS 2,— 4" SOLID A CORE WOOD I5. OFFICE DOOR SOLID CORE WOOD D 0 0 R T Y P E S. ALUM. CLA ALUM. CLAD STAINLESS - 4' STAINLESS STEEL PLATE STEEL PLATE 2. HOLLOW METAL 3. TRAFFIC DOOR ELIASON MODEL # SCP-7 OR FROMMELT MODEL If 3602 REMOVABLE GLASS TRP" ^" �1" A • I0 IM. CLAD U" o STAINLESS %VER STEEL PLATE c') SOLID CORE —m —I D tp m cn Ji h 7. OFFICE STORACZ DOD ; a D D 8. TRAFFIC DOOR Q �hIASON MODEL # SCP-7 OR FROMMELT MODEL # 3602 4. TRAFFIC DOOR ELIASON MODEL # SCP-7 OR FROMMELT MODEL # 3602 8'-0' 7'-0" & W—O" CHAIN OPERATOR THIS SIDE. 6. STEEL ROLL —UP DOOR 0 DOCK 3'-4" I I� rn 9. TRAFFIC DOOR ELIASON MODEL # LWP-3 OR FROMMELT MODEL # 3902 IANGING PAN SCALE 3AG RACK ALL PROTECTIVE POSTS TO BE SUPPLIED & INSTALLED BY SOUTHEASTERN PRODUCTS INC. 8-0. U U S dS 5 N 2 n I M i—o' BOTTLE BIN BOTTLE l REGISTER ❑ � J N 1 I J 10 0• N l� I e J N ' 1fI J N � O i(1 e w l J 111 J� N I e SAFE I SPRINKLER RISER WHEN SERVICE r IS AT FRONT RYAoj t�t 11 Ktutivl i KUUM J4.r I. I,th I.utm./ I'vi c TOTAL SQ.FT. 31,762 TOTAL STORE AREA SO. FT. '(INT. DIM.) 29,992 RECEIVING ROOM SQ.FT. (INT.DIM.) 985 SALES AREA SQ.FT. (INT.DIM.) 21.120 (EXCLUDING DELI -BAKERY AREA) GROCERY BUNKERS." (SINGLE 11 (DOUBLE) 11 PRODUCE PREP SQ.FT. (INT.DIM.) 745 MEAT PREP "SQ.FT. (INT.DIM.) 755 DELI -BAKERY AREA SQ.FT. (INT.DIM.) 621 DELI -BAKERY PREP SQ.FT. (INT.DIM.) 545 DELI -BAKERY STORAGE Not SQ.FT. (INT.DIM.) 87 DELI -BAKERY STORAGE No2 SQ.FT. (INT.DIM.) 104 WALK IN COOLERS: 20'3"x20'3" DAIRY COOLER SQ.FT. 410 34'7"x14'6" MEAT COOLER SQ.FT. 458 7'9"x7'9" MEAT FREEZER SQ.FT. 60 17'4"x21'2" PRODUCE COOLER SQ.FT. 367 4'4"x10'1" TRAY COOLER SQ.FT. 44 17'4"x23'1" STORAGE FREEZER SQ.FT. 400 14'6"x7'9" ICE CREAM FREEZER SQ.FT. 113 9'8"x11 -7" DELI FREEZER SQ.FT. 112 DELI COOLER SQ.FT. 75 CASES: PRODUCE 76 LF. ISLAND PRODUCE 32 LF. MULTI DECK FROZEN 12 LF. REACH -IN FROZEN 183 LF. ISLAND FROZEN - - REACH -IN FROZEN MEAT 17 LF. DELI -MEAT 4-4 LF. SINGLE DECK MEAT 56 LF. MULTI DECK MEAT 36 LF. EGGS 12 LF. DAIRY 80 LF. REACH -IN DAIRY - BEER 36 LF. REACH -IN BEER - ICE CREAM - REACH -IN ICE CREAM 35 LF. PROMO (DUAL TEMP) 11 LF. DAIRY PROMO (DUAL TEMP) 11 LF. HOT DELI 8 LF. COLD DELI 16 LF. BAKERY REF. 13 LF. .'BAKERY NON -REF. IL 5 LF. 1 r` DELI PIZZA,CHEESE CASE 8 LF. DELI PROMO (DUAL TEMP.) 5 LF. SHELVING: POTATO RACK 8 LF. DRINK DISPLAY 6 LF. GONDOLA SHELVING 1,448 LF. OTHER SHELVING - TOTAL SHELVING 1,462 LF. =ENLARGED2DELU-SAKERY FlXTURE �a �x zm g� m a bm (A © Q 4'4'X10'1'x8'4' H.-/ I I I I a>1> MEAT PREP. 34'4"x22'0' I I I 1 I I I I 6 1 O I jp V ` i JANITOR MEAT 8'4'x7'2' REEZERIl I MEAT 7'9x7'9 i�i STORA 8'8' H. LJ 5'7"x7'2 $� 9~ � I m 22" W - w m I • of GROCERY ELECTRICAL STORAGE ROOM. 13'10"x18'10' o_ 1 to --- - - O T �f x Q a 0I — Ln o LOUNGE. co In r I 25" 11'0"x10'B' Up y p, 00 fig — .9 < r----- 25" DAIRY COOLER 20'3'x20'3"x8'4" H. i EVAP. L J N — I :ERY MEN WOMEN No.2 9'6"xl3'6" 9'6'x13'8 A FZRW.C. W/3" PIPE BOLLARDS IODISPLAY CORRIDOR No.2 RM. m I N 66' GONDOLAS (3 ROWS) 0 I m 28" 28" '�y o I N LD1C1-5 LD1C1-5 1 35'-3' IV5Hl ICE CREAM — m PROMO PROMO D61 CGS (DAIRY) (DAIRY) 80'-3' D61 DAIRY II_k4ge9II "IT A •/Q W aN 7� I O m 3 _SAFE oil 1 — 0L� REC. PANELS DE — � `. LI-BAKERY COOLER gym. 79"x9'8' w X8'4" H. io • 4 p I I J off® -,o Im = ADACHE AS CiATE +~ ti 43'. �. ARCHITEC , P.A. r m=� 1990 iN o<� io I m n� m_} J IY - m y - y DEU-BAKERY 8'-2" D61 �� DE BAKERY FREEZER PIZZA do CHEESE F y 9'8'z11'7 i� 7'10'x!1'1" II X8'8" H. LJ esI b y a ' TO 00 OVERHEAD FROM P, PRODUCE COOLER,EZER, MEAT T PREP, MEAT FREEZER, ::REAM FREEZER. LOUNGE I TO EQUIPMENT RCOM, .� SEE NOTE 10. \\5� \� t RUNS ttl i-2 RUNS 5 RUNS I M` N I PIT TO BE VRAGE AREA - QII�I� \\\ I11 3•R S \N m III DAIRY COOLER „ T 11 ,\�� �`\\ • .`� ` � 5 RUN • t EVAP.--J 1. .. 11tl.. I1 2 RUNS.• \\\ \ �1.01�4" / .••�C. PIT TO BE ...� - \\-2 RUNS. -.f- � .� ............................. MEN }MEN MER r n Y CORRIDOR No-7 n �............. :............ ;c RUNS 4' C . m L 11 -0• 2 REMCERATION LINES TO BE RUN OVERHEAD TO DELI -BAKERY COOLER &: FREEZER FROM THIS PIT. i 1D Bosm GIDSON k ,iSSOCI m, INC. 3_23-90 REFERENCE DRAWING /jj ENCErEEMG CONSULTANTS P-IW I�j 2324 S. CONGRESS AVE., SUITE ZF WEST PALM BEAM MRtt3A- 33406 SHEET N0. (407) 43q. 25•, _ =',, "; P-IW-A u h k, i 1 Y i S� S � �1 I Y y� 1 j I J� �'a jY YY4 333 p f k i q � { it n' Y . . a< E e { Vj Yr �, F P 4 1 t ,k t 4, j AF 42710 r FUTURE EXPAN SIO 6.29 ACRES F.P.F.W.C.D. CANAL NO. ,ITE PLAN 's"fPlC..'al- t�atiSc:� OUT PARCEL # 4 ,w 36,000 S.F. OUT PARCEL ry 39,000 S.F. E ISTING TRAFFIC LIG i OUT PARCEL#3 &L�; 40,000 S.F. Lot7� � w• I H vim, � 41 •P � Tyr, FA ILI 010 l:lp Az ol yak ao Q�V N s� ttttNTION AREA OLD U.S. #1 EX AY LOR C.A.;LLK OLD v s \ '�'L m SOL SCALE 111-50'-0" PROJECT NAME: TAYLOR CREEK COMMONS ' LOCATION: NORTH FORT PIERCE, FLORIDA TYPE OF PROJECT: RETAIL WITH SUPERMARKET 6 DRUG STORE GROSS PROJECT SIZE: 10.1 ACRES ' GROSS BUILDING AREA: 6!,{:10 S.F. EXISTING LAND USE: C4 - COMMERCIAL HIGHWAY EXISTING ZONING: CG - COMMERCIAL GENERAL -- SITE COVERAGE: ACREAGE % OF SITE BUILDINGS .1.5 14.7% PARKING/ROADS 6.5 64.1% SIDEWALKS 0_2 2y_6% TOTAL 8.2 81.4% OPEN SPACE 1.9 18.6% TOTAL SITE 10.1 100% PARKING SPACE REQUIRED (5 SPACES/1000 S.F) 3VI SPACES. PROVIDED 3 �i SPACES. HANDICAPPED SPACES REQUIRED 8 SPACES HANDICAPPED SPACES PROVIDED 9 SPACES DEVELOPMENT SCHEDULE CONSTRUCTION START SEPTEMBER 1989 CONSTRUCTION COMPLETION SEPTEMBER 1990 WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE FORT PIERCE UTILITIES AUTHORITY (SEE LAYOUT ON SITE ENGINEERING PLAIT" DY LDFI!). THE STORM WATER COLLECTION AND RETENTION SYSTEM SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS OF ST. LUCIE COUNTY AND THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SEE SITE ENGINEERING PLAN"). ALL IMPROVEMENTS TO SUNNY LANE AND U.S. HIGHWAY #1 SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY AND FLORIDA D.O.T. �qwlm�WMA INSTALL METAL STAIRS TO MEET LOCAL CODE. DETAIL_. 6' GUARD POST (TYP)7 10'Ox 2'0 x 6' / CONC.LAB V, IQx30 .VF .- DUHPSTER PAD. LANDSCAPING REQUIREMENTS: A. ALL SITE LANDSCAPING SHALL CONFORM TO SECTION 3.2.640 OF THE ST. LUCIE COUNTY ZONING ORDINANCE. B. PERIMETER LANDSCAPING FEDERAL HIGHWAY TREES REQUIRED 1/30 LF = 35 TREES PROVIDED 36 SOUTH SIDE YARD TREES REQUIRED 1/50 LE'= 11. TREES PROVIDED 13 ,OLD U.S. 1 SOUTH SECTION TREES REQUIRED 1/30 LF z 12 TREES PROVIDED 12 NORTH SIDE YARD TREES REQUIRED 1/50 LF = 6 TREES PROVIDED ti REAR YARD TREES REQUIRED 1/56 '.F = 19 TREES PROVIDED 19 C. INTERIOR LANDSCAPING (1 SF/40 SF OF VEHICULAR USE) LANDSCAPING REQUIRED 2460 S.F. LANDSCAPING PROVIDED >2460 S.F. D. GROUND COVER WILL BE SOD AND IS TO DE PLACED IN ALL OPEN SPACE AREAS. E. AUTOMATED.IRRIGATION WILL BE PROVIDED TO ALLOW IRRIGATION OF PROPOSED LANDSCAPING. F. TREES TO BE LIVE OAK, LAUREL OAK, CREPE MYRTLE, CHERRY LAUREL)O(Z. " -ERuL I-A4.,c G. HEDGES TO BE VIBURNUM OR EUGENIA. 11, SITE LIQ)TINC: a,;.-j N ut►, C, p 0 awrERS WITH-5 5 MKKM[TNG maurr• AVERACF. MAINTAINED FOOT CANDLE = 1.0 BUILDING AREAS: FOOD LION q; 29,000 S.F.- DRUGSTORE' 6,720 S.F.'' I RETAIL h 15,600 S.F CUSTOM SPACE; 92900 S.F. TOTAL NOTEI +. - - TOP OF ASPHALT AT REAR DCCx .. TO BE FLUSH WITH DOLLY PADS- ,1 6 ' CONC. SLAB W/4- SG BARS CUNT.- TOP ALUM CANOPY 6' CONC. SLAB W/4' So BARS CONT.-TOP '... )•R CF SLAB F OF SLAB TO BE 4'-6• BELOW FIN` -FLOCK K- L P- • _ • BELOW FIN. FL91A .. .. 5' x 24' _ I • / ALUM CANOPY ALUM CANOPY - r I I^ 1 37'-6, i a 7'xB' ROLL II UP DOOR •.I - 1 S -- SLAB TO BE 3- x 12' PARKING BY i I RECEIVING ROOM 4 �. _- _ 'DISABLED — DGi;PSTER PAD Na I 6' CONC. SLAB WITH _ PERMIT eL A TC k �D N2a'D1 -0'-' 6x6 10/10 W.Wr. . _ ONLY DETAIL ' C> •, _ I :o ... FTO-Z5 TALMCE ,''FOOD LID SHOPS - STAIRS O STAIRS MEET ' - LOCAL CODE, O ) -� i' - •` 1 I _ NO A QX 0 X C N4 h A KiK:- O z A2te1 cK _ R PARCCL ?.Lx up L... in DETAIL ' B1" I A 1 R . _ PAI�'.> S© ,e L•,g +-31f,}I .G,li� � .1`tLL-h�.�k- T �r , ( i�:.._ e�`%' (P� PLAN" °feQ , I tit xlvow, Iw / nA.I) r- �ZL"4 (Wrap (73 F iy 1 i i\ `` • P){'>r 712154,14'E:tN.i� jj Pt I+ 1 i 1 jiz �Ff) �j I t-! -2 '.t Z'x v Fdl f E r t r s It_ 4'W1 Goi.IG, �� .SLAB � WILL ti�R00k.)L7 !D` ,T `r , - :d�5�i-f AL"� " � J �s �.� �„l'� 1..7 !, 4 a 't...> I. 4 t'..1.4-.,� r •. PIXT ri!G-w:• F... h-f£F+. 4. I i_j 1 L, Y SECTION DUMPSTER ENCLOSURE DETAILS SCALE: 1/4 12" x 18" Sign Blue Background - White Symbol - White Border White Background -Black Letters) Black Border 12" x 18" Plain Baked Enamel 12" x 18" Reflective Sheeting SIGN IrI. A TZE U T- -i i� -TITHC:T/_ HANDICAPPED PROVISIONS DE \� e PARKING DETAILS Y� TAILS 4 I1=fL 4 <�Tw P fin it L.I Gi F-) call .: SCALE: 1/8 i6LAHV 1."All Plant materials shall be Ttorida No.l or Bette 11. - c`>.a 21 be c`:r cypress "-, grade or -. as set forth by C107£da 'Jepartmen` Of agrirult.u. e, Gvdes beu ind be set ct a min iRi:aa of 2' depth depth and watered tlorq: ere and Standards .For Hti-ae_ Plants I (cccrent edition) -` prevent wind di_placeaent. - and par; 2 (Current edit'On) ( 12. god shall be Stcnotaphr= se-undatua 'FIeritam" solid 2. Palms shall Sr planted so that all heads are clear of sod, weed free end cat with staggerd joii,ts. building wall& and windows at autos aprcad. 3 All-:,+.�:?;.. Palu over mix (6) feet Of clear wood shall be -,a'cd. 1. All trees c`r.`1 be planted so that kti=ads are clear of ,.. -..... .,�. .- building walls and vendowz at 213 neture 3prctd. . ,. ---- - - - . A S. All trees shall Se kept in an _pright position.Undcr no 14.- The Landsc4. pe Contractor shall be aware of the locate circumstances shall any s-pport method used employ the of all easements and utilities above and below cround driving of nai'_s 07 other mechanical devices of any kind and Coordinate plant locatima before digging operati( into the bark of any tree. begin. - 6• /i T '0' 1"* as r�*'U)tlra=%, 1 W /.4` rl IJ. The Landzcane Contra^_tar el.all prcv£da A written guirl G.,+4:-ipl:'3Z•) .N`nS..e"p 1i2f Atova, irid4•.cam% to the Owner for all plant materials for a period no : ninety (90) days frog the Liar of final inspection. aEu 7. All hedges shall be planted with twelve (120) in-_hes acceptance by the owner clear space between inter branches and buildino walls. .fences or pavement edgoa at the tise of planting. i<o• $ 41F ., itU B. Irrigation shall be by an automatic, resat free sysL with 100% coverage and a tainisra of 59B overlap of spray 9. Planting soil shall -I>e at least 50% sand and 501 muck euiveritae anc weAd free, to be mi Nec With axis -tie; a0i1. free from rocks and debris and bactfilled into plant. nits by we china in. 10. fertilizer for trees and shrubs shall be a general ' fertiliser (6-6-6) with trace elements, iron and mangan;". as well as IE-P-A end shall be mixed with the planting soil at the time of backfillinq. Fertilizer for palms shall be a general palm fertilizer with trace elements. "Application rates far all fertilizer shill be 112 she saaufa_turnrs rac craendati(>_1s for eat-a5lishc� pleats. LANDSCAPIG TES HEMP T1 PALM TF 2-PLY ai WOOD/6 aRAC NC TREATE( EW RUBBER HO>E I CAUCE COY WIRE STRAND MIN ASTIC FLAG LYINC:EO RNBUCKLE -IN LATER MULCH 14'1N' PRESSURE SATED PINE STAKI PSOIL mix BSOIL OF MUL'" \ CANOPY TREE GUYING DETAIL ` WATERING SA'JCE4----- y 1 s . \ " TYPICAL CCNTAINER : K4'124' Ph ESa::Re TREATED PINE T JI GROWN SMROa I 36' TYPICAL GROUND STAKE !:2"MIN LAYER TOPSOii MI%------"-1 - _III OF MULCH suasoa 1 p TOPSOIL mix mj41.1 SUGSGIL ' III �t6�Ii - :_ �`+'..� au tl Yc_ I F--_..•:�•'.�._•.. I .., u _-Tr�E ice. li PALM STAKING DETAIL SHRUB DETAIL I v LANDSCAPING DETAILS d 9-11 —R 4 (•P_vISIO(ls ARCHITE&S, PA. a $EP_ 281989 comm. 8303.00 sheet SP-2 of seal f _ j2 -p" I� � :FIL6L 8" CONC, PAD w O 6x6 10/10 W.W.F. GUARDPOST - •.. ,.,:.� JIM- W/CONC.(TYP), \\o'O m 8" 14f BLOCK CHASE WALL. BUILD & INSTALL METAL STAIRS Dl)MPSTER PAD - •^ TO MEET LOCAL CODES (TYP OF 3). 3 No.2' A4 �IIC A5 8' LI LI i H.D.o SHELF 1 '- _ 10 3'0"x12'0"x6' CONC. SLAB W14 #5 Q G`F'® F.D I F.D. io 1 1 BARS CONT. TOP OF SLAB TO BE 4'6' / r n BELOW FIN. FL 4'xi9' ALUM. CANOPY.-% PRODUCE PREP. 1 105 I H.D. 1 2 o I 1 8 -4" DEPRESS SLAB 8' SEE NOTE No.10. 1 -3" 1-0' n - PRODUCE COOLER 17'-4'x21'-2"x8'-4" H. STORAGE FREEZER r a � 17-4 x23' �t"x8'-8"�H, •j in t 116 — n 6" CONC. SLAB WITH `o I i 6x6 10/10 W. W.F. I I 6 M = aF ( $fix I 5'xti' ALUM. CANOPY 15'0" ' • pA0• CLEAR FROM ) Of I O I MEAT COOLER UL- }^I I I NOTE: PAVEMENT. - .' pU►1P5iLT 'No.t• ,' U 34'-7"x14'-6"x8'-4" H. a o I INSULATE THE MASONRY WALLS OF ' 117 x I THE PRODUCE PREP. ROOM &THE at * MEAT PREP. ROOM INCLUDING THE GP 1 I WALLS EHIND THE MEAT FREEZER BSTORAGE CI & MEAT ROOM? 3 - --- ""- 5'6" • -0" I w I O' 1 O. ' ¢ z 15 o I 18 g a 6 n l G.P. O _ t3 PIPE O f N A8 I .. BOLLARDS I 2 A4 o 2 F.D. N _ME AT PREP. F.O. (ADDER TO SCUTTLE 8.- 106 SEE SHT. A-8 8'-8" 34'-4" 1 I a I I 24 8" 8" EPRESS SLAB 4" SE E NOTE No.10. 1 JI G.P. RECEIVING ROOM ' O 14 ' V oo JANITOR M A FREEZER 3'4" i 1 115 z 109 Tg^x7•g• 5" M Y 1 4" BENT PLATE JAMBS / 20 x o w:, EL . O ar I 1111 i� 1- 4' H.L z8'8"iFl 119 MEA7 STORAGE o.D. 108 I I I 1 a 7 i a• c� A5 0 - * CANWASH 1'-0-1 ELECTRICAL RM. '- ^% 3/8' BENT PL. JAMB COVERS W/5 MAS'RY ANCHORS PER JAM S-0"x3'-0' SEE DETAIL OF2MASONRY No.9,SHEET A-4 ' 11W { 128 },LESS TRENCH f 2'-6•x2'_6" I I I $ O ROLL -UP DOOR OPENINGS (TYP). `oi I.?. A I 1 t CANWASH 4'-0"x4'-O 13'-10' I A8 A4 22 . 0 I -• -,: O 23 N w 3p n loo i 7 G.P. 1 I 8•-0" 40. `ao 12 +' LOUNGE '.r _ 8•_0. SEE WINDOW 107 7 I ELEVATION 'ol 1 A8 i z16l/GYP. BOARD ON 6" METAL STUDS .C.,FOR RETURN AIR PLENUM -SEE INTERIOR ELEVATIONS FOR LOCATION OF RETURN AIR OPENING. SHEET A-7 1 ACCESS TRENCH ` ALUM. CANOPY ' ' in � '� 32 ". TO BE MIN. OF W no 24 GAUGE ALUM. 5k24' ALUM. CANOPY 150' 0 L / 1 " OPEN -WEB TRUSS GIRDERS CLEAR FROM PAVEMENT, Q I l 0 1•_D" I I NOT TO BE INSTALLED; TO BE USED. NLY Of U UJ I O 0 II_ DAIRY COOLEROf I C.9 1 20'-3"x2O'-3"x8'-4' H. I w N 120 1 I M I _ SEE ENLARGED REST ' I • n IRM PLAN SHEET A-7.1 H.Do J I I I a MEN WOMEN 22'-8" 110 117 I I " F.D. F.D. • 4" I DEPRESS SLAB 8" i7l 3'44"�\, 3.4 SEE NOTE No.10. H.D. � �`+•{ I IN Ci- WRAP THIS COLUMN f I I-� ; 3. ENCLOSE AREA ABOVE DAIRY COOLER, REST ROOMS & ICE CREAM oLo W/STAINLESS STEEL o i...�„ + — - FREEZER & SECURITY RM. W�2x4 WELDED WIRE ON 4" MTL. STUDS -o' HIGH FROM FINISH FLOOR. 0 24" O.C. RUN TO ROOF DECK AND PROVIDE 30"x48" ACCESS I NJ i w ' s' DOORS FOR MECHANICAL EQUIPMENT, THE ACCESS DOOR ABOVEu L9 F THE DAIRY COOLER SHALL BE LOCATED ABOVE COOLER DOOR. p �p v 4. NO FLOOR CLEAN —OUTS SHALL BE LOCATED IN AREAS /--1 WITH QUARRY TII F PROVIDE MTL KEYEI JOINTS AT ALL COL. m. SCALE" 3132 1' _Tlp 0!, r. it ter- m�ra.-.un�.Yci,rr�/x•�777 ', • � k.e 00 p50 10111 - h { C TYPICAL CORNER REINFORCING �4 A It lift SECTION @ DOCK DOORS 22 & 23 SECTION @ DOCK DOOR 1,7 NOTES: 1. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL & INSTALL BOLLARDS AFTER WATER COOLER IS INSTALLED. 2. BOLLARDS TO BE CORE DRILLED 12" BELOW FINISHED FLOOR. GROUT AROUND AFTER INSTALLATION OF BOLLARDS. AND TO BE FILLED WITH CONCRETE. E BOLLARD P. (TYPICAL) J . 2., (TYP.) REST ROOM WALL o 11 o 0 15 PIPE 'BOLLARD DETA A4 @ WATER COOLER. .. S$ SECTIONS & DETAILS MATERIALS: 151 - 42%1 1/4" PIPE 3 - 10'6"x1 1/4" PIPE 3 - 1 1/4" TEES 3 - 90 ELBOWS 141 CART CORRAL DETAIL A4 N.T.S. iSAb BEARING WALL. _ IF THIS DIMENSION EXCEEDS 1'-4" OUTSIDE TO OUTSIDE ON CHASE WALLS - USE 3 # 5 BARS. W.W.F. 4" 4" 4" 4" W.W.F. .. ct �^I I-JJIIIIIII���ICI���-. r4--� TYP THICKEN ___ SLAB T, DOLLY PAD A 4 1 "=r'-o" 6x6 10/10 W.W.F. PREFAB METAL FORM (22 GA. GALV.) INSTALL AS PER MFG. INSTRUCTIONS. 6x6 10/10 W.W.F. f v � V q �.. Q 0 0 0 6 MIL. VAPOf 00 oo(::o:I oD BARRIER. NOTE: USE 1 "x4%4' w/8 EVENLY SPACED 3/8" DOWELS. GLUE DOWELS TIGHT & STAIN TO MATCH PANELING. MOUNT IN LOUNGE 5-0" A.F.F. #5 BARS VERTICAL FROM FOOTING TO 3'0" ABOVE FINISHED FLOOR -FILL CELLS, WITH CONCRETE TO HEADER.- HOLLOW METAL FRAME.-J FILL JAMBS W /CONCRET TO DOOR HEADER. (TYP TYPICAL DOOR OPG. REINFORCING t A4 N. . T S. "x6"x6" QUARRY TILE 4'-0" A.F.F. BOTH WALLS. PLAN — CAN WASH `4 3/4a=1'-O" PROVIDE CONT. SILICONE BEAD ' AT ALL PERIMETER EDGES. 3/4"x6"x6" QUARRY TILE TO 4'-0" A.F.F. BOTH WALLS. "♦ 3/4"x6"x6" QUARRY TILE WITH BLACK EPDX-C-MENT GROUT. , BOND COAT. 1 1/4" SETTING BED. 3/4"x6"x6" BULLNOSE QUARRY TILE. FINISHED FLOOR. P e° :A tp —� ♦ ,e ♦ e'O d 'a a 'e e — —r n e _ STONE 1I- SEE I (�-)-III—III III-) III h SPECS. 0 i� SECTION — CAN WASF / "- " SHEET METAL ROOF ., LOCATION OF REFRIG. (REMOVABLE) NOTE: SEE DETAIL 3-A8 FOR LOCATION OF HATCH PIPING ,TYP. " T .. 2 I"' 3" TYP. BURGLAR BARS #4 BARS ® 8" O.C. BOTH WAYS- WELD TO DECK AND LAP FLASHING OVER TREATED WOO D 11 1'-0" ® INTERSECTIONS MIN. 2". (4 SIDES) — — — I+ 2 -D 11 ALL ROOF PENETRATIONS ARE TO BE SEALED -0"- BY THE G.C. AFTER ALL REFRIG. PIPING HAS =• BEEN COMPLETED. io HN.A.C. ACCESS SECTION & ELEVATION A4 r3/4" I a m wW m w aa ULL Lf7 Lo .c uj m LuIm•' U rU C) uJ Q Q) 0 I O 4- U) U) r�o LU _Iro wL uj �F- O Q Q Lo In 9—g-89 revisions ADAC'HE ASSOCIATES ARCH iTEC T S, P.A. © SEP 281969 8303.00 sheet of A-4 PaF'tf P t iNACt. '-, 4 dxt 4� H (ALUM.) f s nr Y { r c a, n — P � K If �4 I-j 9-8-89 t Noo 111, r rr Ld U Q m cn . �. U1 .. W m X J 0 '� W m X N W m X J Z N X p 0 (17 on �a (nof o r n 0 oa and Z p K or, o0 z�a zDoQ zo¢ Nip 0 " 0 0 Q 0 V J 4- L7 (D a) 0 P� L o _0 LA Uco 41' Q 0 Q a � s oLUco C- U.) 0 a) U o LU n 9- -89 N0.1 ROOM NAME I FLOOR I BASE WALLS w a a ZJ z i o z p o „r� Q O ~\ t21 O z F� W z Z li z I a a a t Ld to III I O o\ I U 3 0 Q O W x O En Q m! m_1 J m m Z m U' O m Q o O tO e F F J J taWi a m W U Q O } } Q w 4- W LO �d z �� Go `x to I o o>> z o `+ U z oo ro c2 S a to a N z 3 a Cr 0 o� to 101 SALES AREA i • • • 102 OFFICE -� i • • • 103 SECURITY ROOM • • • 104 OFFICE STORAGE • i • 105 PRODUCE PREP i • • 106 MEAT PREP - i i • 107 LOUNGE - i • • 108 MEAT STORAGE i • • 109 JANITOR'S CLOSET • • • 110 MEN'S ROOM • • i 111 WOMEN'S ROOM • • • 112 GROCERY STORAGE 113 CORRIDOR No. 1 • • • 114 EQUIPMENT ROOM • i • 115 RECEIVING ROOM • i • 116 STORAGE FREEZER i 117 MEAT COOLER • • 118 PRODUCE COOLER i 119 MEAT FREEgFRE4E i 120 DAIRY COOL121 ICE CREAM 122 TRAY COOL123 VESTIBULEi 124 N/A 125 N/A 126 N/A 127 N/A 128 ELECTRICAL ROOM i • 129 N/A 130 N/A 131 CORRIDOR No. 2 i NOTE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL HARDWARE NECESSARY FOR INSTALLATION OF ALL LOCKING BARS ON ALL EXTERIOR DOORS. 2. LOCKING BAR MANUFACTURED BY MAVERICK INDUSTRIES IN PO BOX 1147, MISSION, KANSAS 66222, PHONE 913-677-0336. LOCKING BAR MODEL No. EHD. y-3/4" BOLT. tPADLOCK--/ DOOR JAMB J (BY FOOD LION) LOCKING BAR DETAIL N.T.S. BAR SHALL BE MOUNTED AT 2" BELOW KNOB HEIG ELEVATION I iA"=T'- FINISH SCHEDULE IS C WAINSCOAT / WALL_ COLOR JAMB COLOR CEILING �- REMARKS H .HT o r h N O w z a 00 0 Go _� N Q O U zl > p O U 0 as Z Q ,s r!LL,2 F_ z o wLd a 1n M m 3 m a 3 a V) F 3 O 0 O a 0 J F O F- Z W Ld Q U QQ J 1n a m1 E a it I 'I! z O -d c¢i W a O Z H � F� 1Fid =o p F- F- I `� } X o Q F � a EL w K a X U z g I z I z a3 X 0 O a t`I g a ~ W O coo N (n ¢ o w o d\ W 3 z w w¢ W a F m Q w o w o 3 z R o w d ZO a � ¢ ¢ m a a m N f a c=i) fry Z 0 v~i sF 04 a w C9 d • • • 12'-0" • • • 12'-0"- SEE NOTE #15 • 8'-0" • • i 12'-0" STAIN JAMBS TO MATCH PANELING SEE NOTE #13, SEE NOTE #15 • • i 10'-0" • • • 10'-0" BLACK EPDXY GROUT, PAINT JAMBS w/EPDXY, SEE NOTE #15 • • 8'-0" SEE NOTE #15 i i 8'-0" PAINT JAMBS w/EPDXY PAINT, SEE NOTE #15 • • • 8'-0" SEE NOTE #4 • • • 8'-0" SEE NOTE #3 • • • 8'-0" SEE NOTE #3 • i • • • -_ 2" PIPE PAINTED YELLOW DEPRESS FLOOR SLAB 8" BLACK EPDXY GROUT SEE NOTE #11 DEPRESS SLAB 4" LOCAL CODE MAY REQUIRE FLOOR FINISH, SEE NOTE No. 11 DEPRESS SLAB 8" BLACK EPDXY GROUT • • 11'-3" JAMBS TO MATCH. STORE FRONT FINISHES. ummmmmmmu • SEE NOTE #13 90e SECTION A -A. 3/8"=1'-O" soon PERSONNEL DOOR rA 18 � A - MOUNTED ON EXTERIOR OF WALL. FLANGE BOLTED BLOCK. 2" PIPE PAINTED YELLOW 3'-0" NOHOW" tilt, ¢, SAFETY BAR DETAIL NOTE ALL LOCKSETS & CYLINDERS ARE TO BE "BEST -LOCK". (PROVIDED BY THE GENERAL CONTRACTOR) MODEL NUMBERS ARE AS FOLLOWS: 52K/53K CYLINDRICAL 53K7D4C-S3-626-RH (LOCKSETS) * FOR EXTERIOR HOLLOW METAL DOORS LOCK NUMBER 1E74 FINISH 626 MORTISE LOCK CYLINDER (CYLINDERS) * FOR BI-PARTING DOORS GENERAL NOTES -ARCHITECTURAL 1. ALL CONSTRUCTION TO BE TYPE 5 OR BETTER. (S.B.C.) 2. CONTRACTOR TO GROUT AROUND STORAGE FREEZER AND DELI FREEZER IN PIT AFTER BOX IS IN PLACE. 3. PAINT CAN WASH, REST ROOMS, PRODUCE PREP, AND JANITOR WALLS TO 5' W/EPDXY THEN WHITE ABOVE 5'. 4. SUPPLY & FURNISH LAUNDRY STORAGE CABINET- SEE SHEET A-11. 5. MIRRORS BEHIND MEAT CASES IN SALES AREA TO BE BY OTHERS. 6. PROVIDE INTERIOR LOCKING BARS FOR DOORS No. 7, 8, 18, & 24 - MUST BE 16 GA. FOAM INSULATED. 7.. FILL ALL EXPOSED EXTERIOR WALLS W/INSULATION - (PERLITE OR EQUIVALENT) 8. VERIFY ALL OPENING DIMENSIONS W/AUTOMATIC DOOR CONTRACTOR. 9. IN ALL AREAS WHERE FLOOR DRAINS OCCUR THE FLOOR SHALL SLOPE 1/16" PER FT. TO DRAIN. 10. CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN PLACING CONCRETE SLAB TO PREVENT CRUSHING OF REFRIG- ERANT LINES - REFER TO PLUMBING SHEETS FOR LOCATIONS. 11. SEAL FLOORS OF DAIRY COOLER, PRODUCE COOLER, & GROCERY STORAGE ROOM W/EXTRA COAT OF CONIC. SEALER. SEALER TO BE "SONOTHANE BY SONNEBORN- 12. NO CONST. JOINTS ARE TO BE PUT IN GROCERY STORAGE EXCEPT AS SHOWN ON SHEET A-1. 13. REFER TO SHEET A-13 FOR FLOOR STRIPING. 14. ALL COOLERS, FREEZERS & CASES ARE FURNISHED BY, FOOD LION AND INSTALLED BY FOOD LION CONTRACT 15. SPLIT JAMB COLOR. PAINT JAMB COLOR OF ROOM THAT IT FACES. rest. 1IzE TYPE FRAKlE FINISH DE.TAii_: REMARKS L1 I J I O v Ir 0 I O z ~ O m C J O W Q Q Go;Q J IF- 2 Q fn XN U_ a S In 1 PR. 3'6"x7'0"x 1 3/4" 1 1 • • - - - METAL THRESHOLD (SLIDING DOOR) w/MOTION DETECTORS BOTH SIDES 2 PR. 2'6"x7'0"x 1 3/4" 1 • • - j - METAL THRESHOLD (SLIDING DOOR) OTION DETECTORS BOTH SIDES -v w/M 3 2'8"x7'0"x1 3/4" 8 • ®� 0 Q - STAIN TO MATCH PANELING & UNDERCUT DOOR 1" 4 N/A -- -- -.- -- - - 5 3'0"x7'0"x 1 3/4" 2 i • A B C UNDERCUT DOOR 1" SEE SPECS FOR HARDWARE - 6 PR. 3'0"x7'0"x1" 6 1• i i M H R 1 1/4' x 1/8" TILE EDGING STRIP-5x9 JAMB GUARDS & NOTCHES (REMOVABLE TRANSOM} 7 3'0"x7'0"x 1 3/4" 2 • • J K L DOOR SWEEPS -_SECURITY BAR , METAL THRESHOLDW -� 8 3'6"x7'O" 1 3/4" 8 • i J K L DOOR SWEEPS - SECURITY BAR - METAL THRESHOLD- 9 3'0"x7'0"x 1 3/4" 2 • 1 • A B C 1 1/4"x1/8" TILE EDGING STRIP -UNDERCUT DOOR 1" PUSH/PULL W/CLOSURE 10 3'0"x7'0"x 1 3/4" 2 • • A B G 1 1/4"x1/8" TILE EDGING STRIP -UNDERCUT DOOR 1" PUSH/PULL W/CLOSURE__ 11 3'0"x7'0"x1 3/4" 2 • __+12 • A B C UNDERCUT DOOR 1" 3'0"x7'O"x 1 3/4" 2 • • A B - 1 1/4"x1/8" FLAT TILE EDGING STRIP 13 7'-0"x8'-0" 7 • - - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE 14 3'0"x7'0"x 1 3/4" 2 • • D E F SILL PROTECTOR 0 DOOR BOTTOM 1 1/4"x1/8" TILE EDGING STRIP 15 3'6"x7'0"x1" 3 • • • G H I FURNISH 5"x9" JAMB GUARDS & NOTCHES 4 TILE EDGING STRIP ----------- TRIP-_-_____.- 16 PR. 3'O"x7'O"x1" 4 0--0-0- G H I FURNISH 5"x9" JAMB GUARDS & NOTCHES @ TILE EDGING STRIP y� 17 PR. 3'0"x7'0"x1 3/4" 2 • • A B C FURNISH SWEEPS - WEATHER STRIP COMPLETELY W/REMOVABLE SAFETY CHAINS. 18 4'0"x7'0"x 1 3/4" 2 i • J K L DOOR SWEEPS-SECURfTY BAR -METAL THRESHOLD, SEE SAFETY BAR DTL. THIS SHT. 19 2'4"x4'4"x 1 3/4" 5 • • - N P FINISH TO MATCH PANELING --SEE SPECS FOR HARDWARE 20 PR. 3'0"x7'0"x1" • •i G H - FURNISH 5"x9" JAMB GUARDS & NOTCHES 21 PR. 3'0"x7'O"x1"• T__ • • G H R FURNISH 5"x9" JAMB GUARDS & NOTCHES 0 TILE EDGING STRIP 22 8'0"x8'0" i - - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE 23 8'0"x8'0" i - - - STEEL ROLL -UP DOOR W/CHAIN OPERATOR & LOCKING DEVICE 24 3'0"x7'0"x 1 3/4" 2 • • J K L DOOR SWEEPS -SECURITY BAR , METAL THRESHOLD 25 N/A 26 N/A 27 N/A 28 N/A 29 3'0"x7'0"x 1 3/4" 2 i • A B C FURNISH SWEEPS 30 3'O"x7'0"x 1 3/4" 2 i i A B C UNDERCUT DOOR 1" 31 N/A 32 3'0"x7'0"x1 3/4" 2 •1 1010 Q - PAINT TO MATCH PANELING 7. STEEL ROLE -UP DOOR 0 DOCK 4 Wallboard. G,,n m t] nfc 1 I . In s u.a For 4 N Bung Fa lara a cl vllllhcar. ¢ " asa i a.. v 1 b"pl ed pbed w"icNll w:N l .a - • J ,na Y G y w- nfallY. Fret iaY+Y Design No. U463 fame. d m a- -i t J w tt, I ,, lo,g rrl 5 fa earn told r l gh me 1,11, liv fn 'tl d _'eta'.", 'feel acrwa rAssamblyflaring-3Hr or 4 Hr (See Item 4) TMrd I,.r taeie�aa to Fur 'fad . the r .+ � ,, a 2 r4 m_ lung, TYW " NGnbearing Wall S. r fu d ;eels e folth et mr,.aa tl a net R...ro�d and 2"5 B 1p JTit. S e'bU'Jl r > .hall b4 4 .afa f I m l l s o t s: 1 it th a a u nt pa I f as In0,C- v1 rtflbfb !w 1 I y d.� i h `� L and In S l a 1 G to ated 4 area 3 n, _-Pvum tr f)a a a b;n f all J I a cart I-F x'.. - e' acre -m lave a a b ad 2 op and b f well and pKSJ 12 4 ♦ 7` j Iy In. 0 ally E n (h l u• f 1 0 ), a mail ➢ d pc. and s• a! C o7 T L o li� - y 1 w the J lh a s G J i our t and 12 •n rally 9+ a - - 'oin,. 1 l be as ra F �- •.-� -' F t t=---. y. i l.)a i. At f- - 1 a l ac a snap t a rd 1/2 t o l r a joint F h I.14, afeo c c 1 Ia 1 a'0 d tK d lay n [ , t,2 In. to g Tt . IiV!<I�..iECTICY7 (s-� - .enf j 'feet oca,.d 1.1uY tarty..,-. 1 l' and 1 ... en. :ocf -I awry Ilya, nE:. Lvlra ?� pa 1 d.�d7 ad ::a :.::.t is �. �.. 5:: a..' f.is •:.� M 'l ti J a la. :CEILING-T� ra. a n F.6111 T a. of ana d ten: a P a -t .f. Gate Y av L. c T_ - I'll 4 ry ieftaned 1. each a a. .101 i n. land. TFp. b. sap tap: J feel ., w' .. rron4 aa,.v Ina- W 2�Lk to each at.0 thf..,Y it. irtf far., ..,h 1.5/8 ll lc-, TV" 5 r,iop rg ". . wa TTi,d lays f.atenaJ leach nod n p J'or f f d and J." to -1, 4 a G - •' FLOOR4' x:. s, senupph .ne eal .. .. i' aam t sac t layer a max bra a:a a hom lop an bohom a1 .IT, apeuiculy, w;ln evecmwr: spar nJ a/ 48 i 0 C vertices, The mine I.Y., cl.w. map be ltcalad 21n i o ' tcp arty Rwn pf ..If w.u, a c apacu.g of I Studs - ChowneHbp.d, 1-5.r8 in, wide by 1 1/4 mdeep. with 5/19 infamed back Fawn 12 in O.C. wt6epY Eau •told by f 1 b- 1 A shall h l a ay., a d cunJ filing. laga. Fatancil d ironin m No. 25 MSG 9alvad real. Stud aping 18 or 24 m. 001 m the add to Ty . s.df ucG a -"a' d 1/2 a and oo,, fie i2 ur SIYJ. to be of 1 in, bra than ....mbly to l9hf. 0 C ruiclul, 111fa K, _ 1.o.Pre c t tsa. -I non 1.3m. lore 8 2 Floor and Celina Aunno. - Ch.... i-shaped mnoas, 1,5/8 in. wide by 1"1/4 in, d.ep, lawl Tape G S ft f pp np i I sc - 1, ,laud d av f :. s : from the h.'u.na l rated from No. 25 MSG gIlwnii0.d afee(. Attached to floor and e.11irg wan feat...,: .pKid toot flftd F.d ;m: s J b aa)tl d al card ,o .:,, a-yger4d From the to nM 2in. 0 C. mu - in the ado ce. 1 lair d o, l a a J a A .beds. 31 end elintilu ' - Filbora9 - Nominal 1 1/2 in, Nick placed in in.anar of wall c..,y, c'-w ax C ✓p. rfu, -T". Fit? 22ana and Blankets IBZX.XI category for name of manul.etur.ra. B. Joint Tape end Con%p and (Not Shi wnF-Vinyl or easc ` exam aed joint compound appli d I ' au fa 1 :rats ana screw head-. Paper -1-. 2 ...,la, ao,b.dded in fin. bY., . of compound aver all N rat.. 'ABaarfng the UL of ... f(cifl rat Mafai.:x�ynn°a t CHAIN OPERATOR THIS SIDE, ALUM. CLAD 4 STAINLESS STEEL PLATE Am 3. TRAFFIC DOOR ELIASON MODEL # SCP-7 OR FROMMELT MODEL # 3602 6. TRAFFIC DOOR W ELIASON MODEL # SCP-7 OR FROMMELT MODEL # 3602 SOLID CORE WOOD REMOVABLE GLASS TRANSOM 2'x2' LOUVER 8. OFFICE STORAGE DOOR Design No. U907 11 Assembly oat:nd-3 and -0 Hr. ls" hero q NanMaNrp Wen VF 7-", o0 00 too 1 $ Wt NNciat-12, 1. Concrete {lock.'-Clneif;calion Cl 13 Fit and BJ 14 hit A." wee F. Shag FaumM Hr CMJMatef Thicknea Thbknea. C.ttea 3 C3 i-1/9 in. I t/4 in. 2 4 S-4 t in. 1.1/2 in. 2 Lone Sur Induaviea Inc 2. Moro, -Blocks leid in full bad of mom, nom. 3/8 in. Thfc.k, of not tea• :ran 2 1/4 and not I. ,an 3 i/2 parts cl clam -he•p and to ana par; Ptrbnd umm, lit mpam.ned 5y vaA un.) • d 15 p e.n, hydrated "Car (by errant valun t), Orr,eal'turfs sagGrad. 4A al M' t �Adil to feoner-item 2,l -n., moo men 130 to$ of send and 5 8.) of wear r7i5 1 ac. be6f of mor-ar mixture. C . cl Lebo ato/fee. Inc. 3. PorJar•d C S:ucca or Gypsum PlatterAdd1/2 hr as <laaebahen n used, 4 Loo.a el ry F 1.-.:Ncl ahownNf atl all'pane era filled with boa dry a.pandad .lap, c � f1.ul A"n pac.ay rm.r rit'Fil t eunru uhb maanry fill fmubpon, es l boar fell mw+4don. Clear CJ (3 hq cone'. Meeke wiry P+Paelp a 4 n. fT. • A a ce o.mg .arc rag tr. Ul C4aAicatitn Mail visions 4 DAE ASSOCIATES i T aECTSF P.A. 281984 89 • G.P. J -DUMPSTER PAD NC.2 . i i a+AGN j 1 PRODUCE PREP. ( � ' `---- I a I 43'8"x16'0" 1 i Q i ���, G.P.• Wi IWi ' L_J L_J A PRODUCE COOLER 17'4"x21'2"xB'4" H. d Z 17'4"x23'1"x8'8" H. W w N • p •'DUMP5IER PAD •• Of MEAT COOLER of34'7"xi4'6"x8'4" H. Not ' 0 CP • EVAP T7RA4 1�D'l SPRINKLER RISER WHEN SERVICE IS AT REAR.- PA IF ICE RM FZR 14'Bxx7'9Ax8'8 H. CI SECURITY RM 144'8'x6'8 I MEAT PREP. I 34'4"x22'0" wI IW LEGEND S=HANGING PAN SCALE B=BAG RACK "1=ALL PROTECTIVE POSTS TO BE SUPPLIED & INSTALLED BY SOUTHEASTERN PRODUCTS INC. s s 17'-8" LV5HF FROZEN MEAT 62'-8" LV5H FROZEN f00D 8'2' POTATO 40'-2" HZV PRODUCE W/LIGHTED o , `O CANOPY. 1 0 80'-4" LV5H FROZEN FOOD 50'2" 3010` J a ,o I OFFOFF P� CASE OFF PROD. CASE 8_O• ,o I S J ,lh w Jz10 II nw �q B - a nti ,t QU� rO 10 80'-4" LV5H FROZEN FOOD v B CL aU e S > o °° & 62' GONDOLAS '_., _ .. ..:.._ - . - ^: N< a ----- i• 24__2" • -___ i - 8 22'0" 22* -1--1—e- • OFF PROD. 7'_0• ` CASE 47 10 64' GONDOLAS 22' BOTTLE x -. BIN . 1 o iBOTTLE (O 00 0.111 REGISTER ,, ..., k ....... .y� 74' GONDOLAS (9 ROWS) � 220 I � 22' < 1 25' [EAT FZR o a 9"x7'9"I nj MEAT �----- c - 5'8" H.1 wI STORAG 5'7"x7'2- 17'-10" F m -'--- i 22" w L----- 22' o w O1 ELECTRICAL i ROOM. E o ' 13'10'x18'10" y1 a m t�i ----- 22" • of d n • i 19• I 1 o Io � LOUNGE I-----' i 25" 11'0"x10'8" y7 5'_1• J � om !� oa 1 I Vv h 9a - 25 1 L----- 25' ~ � I DAIRY COOLER w 20'3"x20'3"x8'4" H. = i----- 25" w L_____ 28' i-_____-_i EVAP. w a 'a _— m ,r) �---- - 25• u�N 1 28" 9'6z13'6" 98x136 L__-__ L01C-5 24'-0" 1Iil'l7 W.C. W/3" PIPE BOARDSL PROMO (DAIRY) 12" 2" D6 GGS CORRIDOR FIXTURE PLAN 34'-0" L01C-5 PROMO (DAIRY) • • OFFICE 11'8"x8'0" 14'-0"SHELVING 35'-4' IV5H ICE CREAM 10'0" u J 0] 1= N l ❑ SPRINKLER RISER WHEN SERVICE IS AT FRONT 0 ; •�1�r7-y LEGEND LEGE1vD MODEL 29-89 TOTAL STORE AREA SQ.FT. (EXT.DIM.) 30,690 RECEIVING ROOM SQ.FT. (EXT.DIM.) 1,072 TOTAL SQ.FT. 31,762 TOTAL STORE AREA SQ. FT. (INT. DIM.) 29,992 RECEIVING ROOM SQ.FT. (INT.DIM.) 985 SALES AREA SQ.FT. (WT. DIM.) 22,394 GROCERY BUNKERS (SINGLE 11 (DOUBLE) 11 PRODUCE PREP SQ.FT. (INT.DIM.) 745 MEAT PREP SQ.FT. (INT.DIM.) 755 WALK IN COOLERS: DAIRY COOLER 20'3"x20'3" SQ.FT. 410 MEAT COOLER 34'7"x14'6" ? SQ.FT. 458 MEAT FREEZER 7'9"x7'9" SQ.FT. 60 PRODUCE COOLER 17'4"x21'2" SQ.FT. 367 TRAY COOLER 4'4"x1O'1" SQ.FT. 44 ' STORAGE FREEZER 17'4"x23'1" SQ.FT. 400 ICE CREAM FREEZER 14'6"x7'9" SQ.FT. 113 CASES: PRODUCE 76 LF' ISLAND PRODUCE 32 LF.�Y MULTI DECK FROZEN 12 LF.3 REACH -IN FROZEN 183 LF ISLAND FROZEN _ REACH -IN FROZEN MEA 17 LF, DELI -MEAT 44 LF, SINGLE DECK MEAT 56 LF. MULTI DECK MEAT 36 LF. EGGS 12 LF DAIRY 80 LF REACH -IN DAIRY _ BEER 40 lF€ REACH -IN BEER - ICE CREAM _ REACH -IN ICE CREAM 35 LF. PROMO (DUAL TEMP) 11 LF. DAIRY PROMO (DUAL TEMP)„ 11 LF. SHELVING,' r, POTATO RACK i1 8 LF. DRINK DISPLAY %' 7 LF. GONDOLA SHELVING 1,584 LF. Ii OTHER SHELVING 14 LF, K, TOTAL SHELVING 7.613 LF' SCALE 3/32"-1'-0 ,z z i L�� EQUIPMENT RM. 1310 x38't? - v EQUIPMENT ROOM 1 3/32•-1'-D• . p_. " l.' J w I IL u L`jl revisions AUAGHE ASSOCIATES ARCHITECTS, P.A. 281989 Comm. 8303.00 ,f .A-12 3` ��� 30"x96" TABLE. 1'4"xl6'0" SHEL � 6'0" A.F.F. V/ 30"x96" TABLE W/BOTTOM SH m N' LL_ M x J LLJ W W a:N N in U X r7 LL/ W o U7 U7 I r'� I M in Ln CORRIDOR -'a 0.1 y V) Q J 0 Y U vi U7 m Om ^N `< I I WORK DESK INSTALLED BY GEN. CONTR.�' MEAT FREEZER 7'9"x7'9"x8'8" H. vi `'i m 0< r7 � x CL 00 Z 0 -- J U U Lj 0 �� O U � m 0` D ~ Z J 0C)< co Z COOLER RACKS _ 20" U Of� U U U U CHUCK RACKS & Q Q Q of � Of � COOLER RACKS m m J J J BY LOAD KING Y Y Y W W W J W J W J W NSF APPROVED. cn U) V) cf) U) U) U U U N N N r7 ro ro r7 4 Lo r7 10 r7 4 10 PRODUCE PREP 3 STORAGE FREEZER 5 5 1 PRODUCE COOLER 6 4 MEAT COOLER 9 4 STORAGE ROOM 2 MEAT FREEZER 1 1 1 DAIRY COOLER 1 5 1 3*1 2 SECURITY ROOM 1 1 1 ICE CREAM FREEZER 1 1 2 TOTALS 1 3.291 1 1 41171 0 2 4 NOTE: �k ONE 5' 2 SHELF. RACK IN DAIRY COOLER HAS CASTERS. ow STORAGE W am 4' 2 SHELF A 4' CHUCK 3' CHUCK I H JANITOR Y U I5' CHUCK 5' 3—SHELF 15' 3—SHELF � U W d' N � Y —{I DAIRY COOLER -+ III � Y U r n r » » H. W 20 3 x20 3 x8> 4 -� 4 N i I Ln U J TW �� l -- Ili Ln 5' CHUCK GROCERY STORAGE E: PREP ROOM EQUIPMENT' ` A. MEAT PREP SINK: LOAD KING #N-2472-3-24 RL, 3 COMPARTMENT (123 1/2"x30 1/4" OVERALL DIMENSIONS). MEAT PREP SINK (ALT): FAB—X #83-2472—RL24, 3 COMPARTMENT ' (123"x24" OVERALL DIMENSIONS). (SUPPLIED BY GEN. CONTRACTOR.) B. PRODUCE PREP SINK: LOAD KING #N-2448-2-24 RPRB 2 COMPARTMENT (76 3/4"x30 1/4" OVERALL DIMENSIONS). PRODUCE PREP SINK (ALT): FAB—X #82-2448—R24WB , 2 COMPARTMENT 74"x24" OVERALL DIMENSIONS. (SUPPLIED BY GEN CONTRACTOR.) C. MEAT PREP. AND PRODUCE PREP. HAND SINK: LOAD KING #N-1618-41 KV (19 1/2"x22" OVERALL DIMENSIONS). (SUPPLIED BY GEN. CONTRACTOR.), D. MEAT SAW: HOBART #5801-2 (4'1"x3'2" OVERALL DIMENSIONS) 20OV. 60, 3 H.P. PROVIDE CEILING MOUNTED WEATHERPROOF 30 AMP RUBBER CORD SET WITH MALE AND FEMALE TWISTLOCK PLUG, AND KELLUM STRAIN RELIEF, CONNECT TO SAW. (SUPPLIED BY FOOD LION.) E. GRINDER: HOLLYMATIC G.M.C. #175 (31 3/4x26 1/4" OVERALL DIMENSIONS) 200/60/3 7 1/2 H.P. & 1 H.P. PROVIDE 30 AMP. TWISTLOCK RECEPTACLE WITH WEATHERPROOF BOX & COVER 48" A.F.F. (4) SWIVEL CASTERS WITH LOCKS. (SUPPLIED BY FOOD LION) F. WEIGH WRAP SYSTEM: TEC MODEL #SL59-30 MEAT SCALE AND PRINTER 120/60/1. PROVIDE CEILING MOUNTED WEATHERPROOF 20 AMP. RUBBER CORD SET WITH MALE AND FEMALE TWISTLOCK PLUG 2'0" A.F.F. AND KELLUM STRAIN RELIEF. (SUPPLIED BY FOOD LION. 't WRAP STATION 120/ 6(y 1 PROVIDE CEILING MOUNTED WEATHERPROOF 20 AMP RUBBER CORD SET WITH MALE AND FEMALE TWISTLOCK PLUG 2 0 A.F.F. . AND KELLUM STRAIN R RELIEF. ( SUPPLIED BY FOOD LION.) G. WEIGH STATION: NCI #3450 SCALE & PRINTER. ° 115 V., 60 Hz. & 250 M.A. (SUPPLIED BY FOOD LION.) H. WRAP STATION: HEAT SEAL #625A, 115 V, 60 Hz, 700 WATTS. " (SUPPLIED BY FOOD LION.)o " ' " I. SLICER: HOBART #1612, 115/60/1, 1/4 H.P. (SUPPLIED BY FOOD LION.) J. TENDERIZER: HOBART #403, 115/60/1, 1/2 H.P. (SUPPLIED BY FOOD LION.) K. ICE MACHINE: SCOTSMAN MODULAR NUGGET #NM1250, 208-230/60/3 & SCOTSMAN STORAGE BIN #BH1000 (4'-4"x2'-7" OVERALL DIMENSIONS). PROVIDE 60 A./ 3 P. DISCONNECT/FUSE WITH 20 A. TIME DELAY FUSES. CONNECT TO THE ICE MACHINE 7'-0" A.F.F. (SUPPLIED BY FOOD LION.) (INSTALLED BY VENDOR) s � e d w In j W OD u LL Lo nj w nj a uj i6 a rT W 43 0 c. LU lJ U 0 U J 4- (D M . r.o.. L- - a � U L L Wuj a) W /U W _J 0 us r—a 0n LS J LU Ln 4�vislons CHE ASSOCIATES RCH°TECTS, P.A. W� 281989 r mr 80 03.00 A--14 ��C�I FIXTURE LAYOUT 13 Td 1 14 I ' 1/4' TEMPERED & TINTED GLASS IIE. slit _,. . 7' ALUMINUM I BOTTOM RAIL (TYPICAL) 2 SECTION @ VESTIBULE A15 v2• = i -�,k VESTIBULE DETAILS f%1'"h+ 1/4#=1'-O r1SSu CiATES A CHTECTS, P). Q 281989 8303.00 .. A _— I5 ,e,, 7- 0 lU _0 L 0 _0 L 0) _0 D co �-D L D 4— co 0) L 14— r- 7 4-� r j"I 0 Ln LD 03.00 E3 1 ago, USA& Y. AF L2710 H+J� �r- o i t i If jam° I'FT k1T,—.,Htt-+5-OMIr a' v;« �EG�`:r pi"Ti3 -�+t-i1% ��j I M�`i.. Af"I-i .•`.�) �i8'° �i�i�-. GY.FXf�,. Gc) rb 1 DETAIL SCALE: 3" = 1'-0" cv --- GALVC l A��T ! U;•t'y l E M E7i-4"r' r N'P. -zf, 1w4v-�n �A u- 1 , � L Y 1" E:ArAOSIO" J01+47 DETAIL SCALE: 3"= 1'-0° • i r _ _ I I b I i i i E DETAIL 1 SCALE: 3 = 1'-0" DETAIL SCALE: 1 1/ 2" = 1—0" A-5-Z-O rLLUS i wiz sA� �I i Aklau e,-1 �4 P-r, ,.rti . -5 H M17 Ah 7Zq'V Ati3o , E5zl5 AI.uM. DETAIL 'SCALE: 3W = 1'-0" DETAIL SCALE: 3"' = 17 (y 4 \' P-�.- �.w DETAIL T.xl.J �-reocr CV!>61rc> L;> 0 r x m rn L(�� MT w4m) cog -1 w W _`j co c SCALE: 3" = 1'-0LU W o U (D 2 �1,Lu.�C. '✓'�2.�� x il'{(? ° llJl+-Yj'. �'�"i ..� �."J �1 TAGiC l cJ L' i7E v 1-D 301517;? $ TDE G.k.i?Y-1 F--1 1 1 L LU 0 O a o ®0 L o � � V, > ® m U s n1 lV L W-n0n'' W LO U 0 0 H `V Lb DETAIL SCALE: 3" = 1'-0" TrI G,� IJR i FAIA 10 DETAIL FULL SCALE DETAIL DETAIL revisions ADACHE ,A:SSQCiATES ARCHITECTS, P.A. comm. 8303.00 shut Of n-18 seal 1 ---- ------------- --- --- - - - ---- - u ' -- --- � �� ___ _ _ ____ ____ L— _� ____ _ � i._ r—_ 1 _ __, r___ __ J _ r Ftj F.{ 'i'4O �© I I nl I I I I I 1F.� I 't`• s 1 I 1 i fr I fON �I+tMIVe FUTURE PHASE IL CONS-TRUCTI( nn- C-06 I� ryF� A a Cn i Ib. 3 l J Go 1 .85q ,..LEI yl is j O T� `a `J u J .„ , CD U o cc 0 r!" .: f r L Ll vv CID @ 5 �y 1 L y zl LD m N r ,. v PARKING FOOD LION RETAIL c S, EF C, U O O co :It RETAIL (I�����1�� j r—RE� I JO.AQUIN J. RODRIGUEZ, 111, P [--- Consulting Engineers !j �� T`I Job No. [272 RITE Al Al I N W 9th Ave -Ss Sale, FL 33 'JlRII?EN �ENS:ONS ON TNCSE iNCS ?-. HAVE >RP C f DENCf PVCR SCALE P:Mf NS ENE CON Ut;,'ppg StiALI ClDEW ANE FIf >ES>Ok SIKE `4 ALL LbEN0RS AND ,>q ¢-{J F4 y'�� �' E-� Vl KEY ^.e4 CPNO:TICNS GN 'KF JOB AND iH 5 '.".F:C[ M,/S' at F"OVF:ED �/} 1 1{(1 5� Of AN A A N rADM THE C WS�Oki COMDIi Pkg c t 5 WtO�EW^k E T CSE CQ.W'N4S{\� ' MT B - - -- - _ -- 41 1 1 W Z low x A� S X R 3 - UO ri (( 4i F! I o 3. t. I i 0 2I"— to 1 5 c /IV HIGH ROOF FRAMING PLAN 1. EE:. i-LAN N01 ES TN," F E.T m PARKING FOOD LION RETAIL Cyc�l Uo 0 0 00 � - _eal JOAQUIN J. RODRIGUEZ, III, P.E. RETAIL I i l l l (� I r--R bTAI L Consulting F r :ers ----% Job No 4 `-L j 6499 N W 91h Av rue , - L8 RITE A ? k Ft Lauderdale, FL 33 S? WAIT,TN DIMENSIONS Op THESE IPAWINGL S SHALHAVE SAE- CE^EN.^E OYEA FICALF OIMf NS IO,N5 CONY PACTC`+AS SHALL YfP I� `NO 9E AESPONS:SLE FOP ALL DIMENS.ONS AND NION cfi i'+HE OFFICE MAND 7t U I T �� \j jl��, I. G KEY Y OF AN, a ANIONE FPOM OiiMENS:ONS5 CONOITiCNS A� l.- L_/ 1 , A 1 SHOWN tlY THESE DRAWINGS AF 42710 I w - ,... .. _.. REINFORCED MASONRY WALLS.:' A. CONCRETE UNITS TO BE ASTM C90-75. ASTM GRADES NI OR NII. 1j7a B. MORTAR TYPE M PER ASTM C270 C. GROU T; >' 1. R G OUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C476-80. sl 2. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. 3. ALL GROUT SHALL BE FLUID CONSISTENCY, WHICH MEANS THAT CONSISTENCY BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. 4. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER. D. REINFORCING: 1. VERTICAL: a. ASTM A615-80 PER REINFORCING SECTION (GRADE 60). b. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE,:. IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUARTER INCH FROM THE MASONRY. d. VERTICAL REINFORCEMENT: SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN SCHEDULES. VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE', THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 #5 UNLESS NOTED OTHER- WISE. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. 2. HORIZONTAL: m> a. MASONRY WALL REINFORCEMENT SHALL 13E LADUR-TYPE (DOUBLE) AS MANUFACTURED BY DUR-O-WALL OR APPROVED MATERIAL> WITH EQUAL MORTAR BOND, CROSS ROD SPACING AND APPLICABLE BUILDING CODE APPROVAL. MATERIAL SHALL BE MANUFACTURED FROM GAGE WIRE CONFORMING TO ASI;M A82-79 itiZTH CROSS RODS BU7F hI:LDED TO SIDE RODS. WIRE REINFORCEMENT SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT. JOINTS WITH WIRE REINFORCEMENT SHALL BE AT LEAST TWICE THE THICKNESS OF THE WIRE. C. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. d. HORIZONTAL REINFORCEMENT: SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULES. HORIZONTAL REIN- FORCING SHALL BE PROVIDED (2 #5 UNLESS NOTED OTHERWISE) AT THE BOTTOM AND TOP OF ALL WALL OPENINGS AND IS TO EXTEND 2'-0" PAST OPENING EDGES. GENERAL: ALL REINFORCING MASONRY WORK SHALL CONFORM TO ACI 531.1-76(8'"' "SPECIFICATIONS FOR CONCRETE MASONRY CONSTRUCTION". I neintorcinp bar spacers. 6. 7% Ts! side 51.A.6 (S GCE 2 �5UPPC 27 POLE FOUNDATION DETAIL WTS G H D h I t_ 1Vj'- coL. SIZE VERTICAL RE/NF'�• oR GAP w AoLrS coi uMN Tics oR BASE A. BOLTS ,REMAA:KS I &6 /es 4d- PI, 3/4x7xl2 PLI , 0 0 TS 5x5x'i W/4-3/4 MB W/ zl ,1" AB. O TS 5x5 x 5/16" PL 3/4x 7x12 PL 1 x8 x10 W/4-3/4 MB W/4-7/8" AB. O TS 4xlx'4 .. PL 5/8 x9x9 W/4-5/8 AB 0 12 x 16 MAS. 4# 5 _ s O12 x 12 4# 6 # 3 ,%� 12" 6 12 x 14 4# 6 # 3 G 12" O7 TS 3x3x4 PL'i x6x10 4-5/8" MB PL-, x 8x8 4_, AB 0 8 x 16 MAS 2# 5 -- (91 TS 4 x4 x'., PL5/8 x 7 x 12 PL5/8x7xl2 W/4-5/8 MB W/4-5/8 MB TS 4x4xq PL 5/8x 7x7 PL 5/8 x 9x9 W/2-5/8" U Anch. W/4-5/8 AB 0 b >( 4 5 4r. 3 I2" 0 - 0 -- SEE .TOIST GIRDER MFR. FOR L)ETAILS FOO TI/VG S e,�-,/E,pUL E FTC• SIZE RE/NFoRC/NG Hot. ea. Wav REMARKS F1 6'-0" x6'-0" x 14,, 6i�6 F2 5'-6"x5'-61lx14" 615 - F3 51-011x5'-0" x 12" F44'-6" I x C� 3'-�)" x 3'-G" x 1"?" F6 3'-0" x 3' - 0" x 10" F7 2'-6" x 2' -6" x 10" 3 # 5 F8 16 x 10 2 # 5 Hot. Cont. F9 18 x 10 2 # 5 Bot. Cont. - F10 20 x 10 2 # 5 Bot. Cont. F11 24 x 10 3 #5 Dot. Cont. 4 @ 48" B. Trans. 1� t# IG ..:i). ! �!t' ._-_ ,,"P sky pia+, ron+. �JG 1✓J GYI OII�T1iG i' PL A7-E G II 7�P4 aorr. II 3 7TE5 TT L4 710f0 4 6077 L7E 714 / L OETA/L P LA I E S WELD W 6GL'T5 ✓ -F - a Al, 4-7l$ !.� 3�xi4✓z,x tr+ 1x4�/8xla '2n �t•;/p..>✓"'-%8�=r-''�. ;•`io �- Via. 1G Y4r.(ox to yb><a�nKlo 2%x2Yi Gi % I'L- 14 6` x 6" c>NCRrsT'E c4P wjr.1 2'''5 coNr- FILL ALL cELLs soLro w�TN GRoUr- m GENERAL BEAM SCHEDULE NOTES: 1. SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE S-6 & HOOPS S;.,LL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS NOTED OTHERWISE. 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW. 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS. 5. ALL TIE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28" MAXIMUM) AND ADD 2 #5 BOTTOM IF DROP EXCEEDS 8". 7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8" MAXIMUM) TO FIT BLOCK WORK. 8. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. 9. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. �C�•tr1LEVER 5.1 IIdS-! �l4•S;Z �i45-� I/15-3 r"bP P rTce F1' FTr- P;6AR 1 444- I j I e;07T. �A�PL aorr I>AR F!ODP5OR51fCKJPS 6sMltI• HcopS o!CSfICcuPS L5FAGED PROM I I (1YPICA0 , � SPACEao FFom 5uPPoRr PP GE SUPF"OKT FACE Aq 5CHEOUL!`A fS SGHEGiJLED BOTTOM BARS - i0P f4A25 - E,-- e5A; 5 f55=I•.)OlWS OtAGKA►A FOR (5AS710 PLAGE CO)JGt2 5 -rS =AMS 5L.A I:5S ,BEAM 5eI71EOU1 E BM, EL6V• T•'^ of BnI. S ZE RE/,vFoRcin/G 3r' 3 ST/R,QuP5 � REMARKS BCTT. 5PAc,Ala. B-1 12'•ro" 8x24 2#7 2#6 31c�8", 1G" B - 2 +I2'-o° 8x24 2#6 2#5 9C10" -- -- -- B3 rll`-A" 8x16 2#6 2#5 1,2 C 6"-- H i LLII'-4." 8xl6 2#5 2#5 - 10 @ 6" - 1.1r:�1 �i$`-cQi' 12�IG�t.#^j �ZstS MT�2 rIG=O" d2r<tG 2#'S 2ay _--- h'I3�4+11-i" �OII -- NiT$G 1'ZXIG 2-*S hJ $K4o 101 107 _ MTI59 iE 6)41(2, 1 #1 1#7 � - - -- - HI✓lo 9F P: X IG 1417 (#-7 t-tt'e,;t11 I7jP'-2/j b%1G, 1*7 1*1 M7t712 #- 6AI4- 14.7 i4-7 A �Ett� 5" tl�-7Y2 Mr�bti3'-3" 8x1G i#7 It7 MTt7'14 +15-!Va Mote 1#7 1#7 - i''t'PT15 - •i(r BRIG f#'? f�7 _ A *+15'-O' +t7'-Gr V,414-'f GaOUT Pourer cojJornoo - i 4w .61 MaX - I 7-- n MAS©�1121' -nFE tl;�PnAM i� TAlL ecs v. roe of WALL a'><&•nI$" 1.INTCL 9"%w w." IINi'aL ,y,.na'- Q6° . I Gco0.NCR CQRNCA ^M' 273 P�Mfl/JS1oNS RE/NFvZcING'. 724 19° 3' 8' #4a48 2,05 12" 2'2' 4' I 8' t4a32" i 2*5 FL one 51-46 j .. F/GL ALG CELLS Soo /o vV/ c5eouT - J OM/T No. Joi,vT,g7 F/P57codX'SE 4r 2 �RAQ.E _ ,r I=ii�T_ I .r -FOOTllVG, 4S5Cf/6C`Ue.E0 i 3!0" "4 e_ 20"C4 yr�N CQ.CG`i rJ7C C /Gr cx: SECTION TYf /CAL ,BLD6-14� kETAIAI/NG WALC AT BLDG. _/ O .. - .. ._._ :.:: ..:.:. .;„. --�. > ,. ..... -_�.- ,+, a'�.x -,tt ..,..., ,,,;.-, r .>...,-yam ,•„�,.« ,,..a-:x=. >, - . _CSS j' `-I CA r 0 FOR IN _PECIFZC S OR S, ALL CRETE '_L G pM TO ALL REQUII< -.NPS AND .ENDATIO' cS OF ACI 2 2 c-,', , ION FOR STRUCS -;-AL CONC. r."F i'OR 6JILDINGS'. CONCRETE: TO BE A .�.r X DESIGNED IN ACCORDANCE WITH ASTM C-94-81 A S1'RENG'1: CJ AS BELOW, 28 DAYS, WITH A PLASTIC AND WORKABLE MIX. A CERT r!CA1F , ACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WER O'F 7t.D AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER Cx •:T ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT PO'NP Jr' DEPOSIT IS 90 MINUTES. fc, eoCNO PSY d REINFORCING STEEL: BARS TO BE A615-82(S1)GRADE 60(UNLESS NOTED OTHERWISE), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-80) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-83)- SHOP DRAWINGS` SHALL BE SUBMITTED FOR REVIEW. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185-79. •. ERECTION: THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION » AND SAFE STABILITY OF THE FRAME UNTIL THE STRUCTURAL SYSTEM IS C� COMPLETED AND CAPABLE OF RESISTING ALL DESIGN FORCES. MAKE ADEQUATE PROVISIONS FOR ERECTION STRESSES AND FOR SUFFICIENT 1 , TEMPORARY BRACING TO KEEP THE STRUCTURAL SYSTEM PLUMB AND IN TRUE Y W _ ;0 ALIGNMENT UNTIL COMPLETION. INCLUDING ALL THE ELEMENTS WHICH ARE A r PART OF THE WIND RESISTING SYSTEM. ERECTION OPERATIONS, INCLUDING THE SHALL WITHOUT ,r, INSTALLATION OF TEMPORARY SHORING, BE CARRIED OUT LOAD M ) PORTIONS OF THE STRUCTURAL FRAME AND NON-STRUCTURAL CONSTRUCTION IN EXCESS OF THEIR SAFE LOAD CARRYING CAPACITY. WHERE THE LOAD CAPACITY W OF THE STRUCTURE MAY BE EXCEEDED, SHORE CONSTRUCTED PORTIONS OF THE a +� STRUCTURE, AS REQUIRED, TO POSITIVE FOUNDATION SUPPORTS. THE GENERAL ^ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD. ANY INSPECTIONS BY THE ENGINEER ARE IN THE FORM OF RANDOM _= p 14 SAMPLING QUALITY CONTROL ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED DRAWINGS. LL RRR STEEL JOISTS: SHALL BE SIZE AND SPACING AS SHOWN ON THESE DRAWINGS, UNLESS NOTED OTHERWISE JOISTS SHALL BE FABRICATED, CONNECTED AND BRIDGED IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS._ ENDS OF ALL BRIDGING FINES TERMINATING AT WALLS OR ..BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. ALL BRIDGING SHALL BE WELDED AT ALL POINTS OF CONTACT TO DEVELOP FULL STRENGTH OF BRIDGING MEMBER. ALL CROSS BRIDGING SHALL BE WELDED AT ITS CENTER POINT..(WELD SHALL NOT DAMAGE JOIST). SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. Z ._ K_ Op STRUCTURAL STEEL: SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS (UNLESS NOTED OTHERWISE): +A PL;A&- ,4MP4P-6,196j Hd;P- t 85oc7' �r -62a.j W45-05- A5.1, E70Y.g l� STEEL TO RECEIVE SHOP COATS AND FIELD TOUCH-UP OF PAINT IN ACCORDANCE W WITH SSPC SPECIFICATIONS. ALL WELDING, SHOP FABRICATION AND SHOP H PAINTING SHALL CONFORM TO THE AISC SPECIFICATIONS, (EIGHTH EDITION), FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 3; Z 'BUILDINGS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW.uj SHOP DRAWINGS: 7 DAYS FOR REVIEW PLUS TIME FOR REDRAWINGS OF CORRECTED 81 L ITEMS. SECURE WRITTEN REVIEW FROM ENGINEER PRIOR TO FABRICATION, ERECTION OR INSTALLATION. ANY REVIEW BY ENGINEER OF SUCH SHOP THE GENERAL CONTRACTOR FROM HIS "<'`- 4-- DRAWINGS DOES NOT RELIEVE RESPONSIBILITY OF BUILDING ACCORDING TO CONTRACT DOCUMENTS UNLESS" Q) 7PECIFICALLY NOTED OTHERWISE. Jz .. EXISTING SOIL COMPACTION: EXISTING SOIL SHALL BE COMPACTED TO `ica 8 /� _ L MODIFIED PROCTOR (ASTM D1557-78) WITHIN A DISTANCE OF FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 25OO SQUARE FEET OF AREA. DENSITY TESTS ARE TO T T Z BE MADE 12 INCHES BELOW THE COMPACTED SURFACE. RESULTS OF PROCTOR r TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ENGINEER. Cn - FILL COMPACTION: FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION L L SW PER ASTM D2487-69(75)WITH LESS THAN 12% PASSING #200 SIEVE, TO V J BE VERIFIED BY SIEVE ANALYSIS AND REVIEW BY THE ENGINEER PRIOR TO DELIVERY TO THE JOBSITE. FILL MATERIAL SHALL BE PLACED IN LIFTSOF TO % MODIFIED PROCTOR ® NOT MORE THAN 12" AND COMPACTED 99 � � i (ASTM D1557-78). AT LEAST ONE DENSITY TEST SHALL BE MADE PER .a'.s ' 2 SQUARE FEET OF COMPACTED AREA. THE RESULTS OF PROCTOR TESTS(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ENGINEER. `-',� SOIL BEARING PRESSURES: O FOR AN AVERAGE FOOTING SIZE OF 4'-aX4'~j2s; THE SAFE SOIL BEARIN'' r, L PRESSURE IS '25crO PSF. W uj 43 NOTE A: SEE "MA-.-Roway re ® 0 BAN) x in EL EVATio v r ' 7-4= - - iP = 7 Of P/rCAf'ET T tV = rc>/n o." �-- SfrE6'r NU�DEiG lti//+'6RE �E•7'il /L / SEGT/On1 N.A.CK /3 LCG'�TEL3 (5/a0 WV AT' [vE"7-,A/L. ONLY ) CE 7-A /L L E77,CA t I �-- SBG7/oN Nu/'vecA SHEET /vt/Md.E,z WyE,lE S + -- SNE2T n/l/.N.sF_,2 WHERE ;` TA/L MARk LE6EI�/O SECT/oV MAA9 LEGE�/C COLZIMAI b£LOW ' � +G=d c ELEv; TbP pF CoL L/M N a COL clt4/✓ 6ELOtry Or CoL LIM N T/i/.[ 4/ ]:L n C0e_41M,V AaOVC a CoiLV14AI' AAO✓E FG]1or 11 �� w/ EL E ✓AT/o^1 A07'7'0,4,f OF C-oG Lr,,,.1,V COLUMN MAKK LCSCI-10 41 � 1 E �tnr1 C (SEE C�;tif7/1✓l� O/,{G. ) M/o - DEPTH M 14 p cE*47ZAL/NE CE 1 E.f c,�cN F,4GE 1 COL . Ol/�"Si06 G,L,YER /.L. //✓S/OE LAYE,Q /ZOo,/r.4L v V. ✓E.Cr/CAc i p E W. 6ACIV W,A Y `2 7�7r rE�aPB�ATLr'�B RE/NF'G. MARK LEG,ENC Z,.,fie .. .. .r _ ,a ... L..1. _n. .. ... .. va✓..aX YJ', a6i- , " � ,a.. m'.a.: 1a,4w4 _ .: .. r .. .' ,. - i:'�4�r#?A• +'^�> n uw ..,.a,a� ' k _ . vwS...w.,.. AIC -'SIGNIST GIRR : ti Ci 7 -'ND WEB -�S SHALL E DESIGNED IN ACCORDANCE WITH STti. `r D € Q O I Ir SPE r]i_ATIONS FOR JOIST OF THE STEEL JOIST INSTITUTE WITH A �i 2 THE ri'*, iNG ADDITI(_ `':S. ri - I 2. TOP C •,-RD THE TOP C RD ',7,L BE DESIGNED AS A COMPRESSION tlEh`BER WITH TRTIAL LATERAL �TRAi% . THE UNBRACED LENGTH IN THE LATER a'y� I f DIRECr ON SHALL BE TJ- N AS :iE SPACING BETWEEN THE JOISTS BEARING ku.(X I AlG UNIT ON THE GIRDER. I 3. TENSION WEBS - IN ADDITION TO ALL OTHER DESIGN REQUIF !vTS OF THE --- c To. COL, STANDARD SPECIFICATIONS OF GIRDER JOIST TENSION WEBS Ct JOIST PircN PAN L AND CAP ISM'_ fy,.xs,tXs„ r — _: = ----- - PIPE 3" 5 GIRDERS SHALL BE DESIGNED FOR A STRESS REVERALS (COMPRESSION) -- ' -- ---- `— L- I j`2rx i f2'x Ilb' WEI- 1F-o 'To Top EQUIVALENT TO A VERTICAL SHEAR OF NOT LESS THAN 25 PERCENT OF THE gLpGK uP q5 ADO bDTiDpt ,}DIET GHOKOS END REACTION. -- R '0.6EE D 4. CG.F S `v 3S COMPRESSION WEBS SHALL BE DESIGNED USING A STIFFNESS '�C;IOR OF K=1. � �!/ --- 5. BEARING - JOIST GIRDERS SHALL BEAR AT LEAST 4" OVER STEEL ANCHOR SEATS (SEA DETAIL SHEET S-5) AND WELDED, TWO SIDE WITH 3�4 OF 4-/%2 "x /%2"x %"WELDED 5/16" E-70 WELD (TOTAL 611 5/16" WELD) . s'" - To ToP AND BOTTOM ✓o/ST II ` / cNoRDS AT ALL P/�� COLUMNS 6. BRIDGING - JOIST GIRDERS SHALL BE PROPORTIONED SUCH THAT THEYE�%�O� i SEGTID/V '- �„L i (� Ala GVItlb CAN BE ERECTED WITHOUT BRIDGING. BOTTOM CHORD "X" BRACES SHALL - \z -- y a iaJ BE FURNISHED TO LIMIT THE L/Ry OF THE BOTTOM CHORD TO 240.UJ ' a\\ \ �f till 7. STABILIZER PLATES - BOTTOM CHORD SHALL BE STABILIZED LATERALLY [LI pjl AT EACH END OF JOIST GIRDERS AS DETAILED ON PLANS. BOTTOM CHORDS trj Arc UNIT I ' I �� gyp) I SHALL NOT BE WELDED TO STAE LIZER PLATES UNTIL ALL DEAD LOADS ARE M L!J �� r/ g PRESENT ON THE GIRDER JOIST. �j�, _ - - — == U%aF' 1 ra 15, _ i UJ l- } w X 15. 5 -I (�E OF- ) St�ACi)JG� LOCATED ` tJ�t7ER GUrt's5 Ny s e LL - G _ .., ✓ l_1L — L -//2 X /%" • %8" BRAc/NG cc AT ALG PIPE Co[uMNS L, 45 J G ►T U O I IJAL ,_' G I IUf�:' STEEL OPEN WEB GIRDER (JOIST GIRDERS) : ✓orST SPAc NG I 1. SHALL BE DESIGNED IN ACCORDANCE WITH SJI STANDARD SPECIFICATION • Z ""T AS P€R PLAN _ FOR JOIST GIRDERS TO INCLUDE ALL BRACING. h1ETAG DE/AA.Lf/GtF 0 �_ i A/G UjJ IT 51J PP©f,7e C T�1L5 m ADDED ✓O/ST5 jj /i6 BRAS Fore given joss' ,- Jer span, the d „ er first dater-,^:N_s `''e number of joist spaces. Then the panel point r� r/O �ouG/ ruo/ A L SEC T/O/V L • /%2"x /%2 x 3 " e/NG (rYP.j `loads are ealcu«seed and a depth elected. / �p FLooR SLAB oR RooF DEc/t ---- T of __ f A/G Z,/ //T 51,110/il70 DfTA/L S L-/ '2 v //12 x 3//!0" VERTICAL �TYP.� P sT P P P P P P { �- _ U — m., t ,.E f � � I I a � I DEPTH n: nn � I� � gym•---^-^- ,+_A..,:,...a.....- ,....a,r✓.,.,a,...-. _ - I • JOIST GIRDER SPAN {'C COLUMN TO E CO..ViaAN) A- i. S,0R I,VXL ER MAIN - L . 2 / 2 "x 2' rt / /2 x 3/ V To Bf LOCATED AT EAcli .= s kNDx#D D1=sIOMATION ^ j 4 G 6N.8)C `� r !o / MAX/MUM SPR/AIKLER MA/N !_. _-_ ___.- _ n _ t a-.d'r: M k K ei R>ff a aS ai r.Ch P.,el Point ' arc ^`ii,o'1 :sl.I FE. s: � a a x 5R91VKLfR MA%N SUPPORT DETAILS � — Z t rYP _ � , Iron, � � �, Co�isct _ y 0 A �¢ I (SPR/NKLER MAIN J0ARALLEL To STEEL ✓oIST) k ni. Rzact Ix ®,Q }rov t • . - - AA AIOR JOIST GIRDER DETAILS (•) O/5% f�3T A - WELD(e) •JOIST BOL7ED GIRDER BOLTED WELD le! n I " ¢ n , TO GIRDER (e) TO COLUMN (b) 7 3 R' rye. Bor/J ry / I,I �`=� J`�E�T/�/l/ L�- - (c �B .r L'S a ✓S I I c` wa WM wz .:wa wzD w� +.:: - L LLJ %4 UJ B 3 �l 3 6 ^ TYPE ;4 A - >. �•«K G, 15vlz. wry ' STABILIZER PLATE' `BTABILR EF S .ATE _ V (✓o/5r DEEPER THAN 5TRUcT'L. STEEL} " p, ' t ne��or m. �„� ,,, 3 e.e e.ee t W ':x.eesed • ;� el�JC�.'OIZ 84Q nooe.onN omoe. _, Col. 3/2" � � y� A.B. _ _ _ - ��, . , --- -- '' _ C K 5ER/ 5/ ?, � • 3 .. G µ ST SEAT / ✓o/sr 5EAT - ----- IC, CF T'E CcAty �iNcNoR 3�6 ANcNoR E�EV.96 E ® CA ;&E,o ) -- loll G✓GHEC?Ul.l=• I I � ? �w>- \ � \ � 'r' \ � ,dNCflOR 8Q4 i 1JL; ,_ _ � ate, . (j• I _ -- _ _ ...� ---_— 3� ¢'x X ¢' i dotST - ,.,.- - t' r secrloa n u ` ti -y'— -- 6RIDG/ I ` _ jolt, on,o EN N---�—�- .�-to•.•.bt 4 • ANcNoR _ — __ --f .� - — - {{ r.. h �( �a� EAR�rS�1 . n r-IIi�II �11� �+. _..._- .._-_�1-�-� �_----+•1 rti„ t (..._-_�� Y I {!iLTEK+�/.i.TE• �-i �I".i: - L 31 X2/2X/¢ 3/8I li III�� _ 1 II' 1 (-,-__ 3 ..� TYPr SorN TYP. SorN , r"1.,. STuvS) L'S of ✓ST, L'S oa ✓ST. tr- - f, ' 3 I i� I_ff * �Zzil6 c SE ;ES1 S -C r / �11� III -% LLax4x'�bxlC°Ua.`i I L.".X or ��E4iE�% - r / c �3 �'iEs i o� III �GE c->aRo�.R s�.T r ��-�� � , o�.. /��- - �,4a <Qsr.n A-��)- �/J �j T�'t . ... I I✓.:,g rGCGA C��._,c �✓oJST oEEPER r#AN come,) (GONG, DEEPER THAN ✓o/ST) i�' oil M� I, I ISq7- ----- �EiNP Ii II .�a Ga aG�cTE. JOIST GIRDER NOTE a, - STEEL Jo/sT MomEMIT C©AlAIEC T/oN DETA/Ls 2' 8" z° p�,N u Col- 5EE -- --� � Alf Joist GI � dlmer -ns shown are subject to to transmit horizontal forces When welding is ^ m change we �� ire physical size of large required, the amount of weld s� Y d be snag `red F.111J- ,r-- Joist G u ' c` JPSessary, b the designee UNLESS CTr r" ----- --- 2 ' _ I BOTTOM CHORD STRUIS SHvuLD NvOl x so n, FIED, B M z h _ ..,x„ 1lf E'ER MFR'SAvJIrJG�S F PP ED.- ,° TF B WELDED UNTIL THE DEAD LOAD ! T I) rytalloads, b c T- r� r��r- © n A C J+hers. (e) Joists are connect --' J015 i I IiCS `*, 5E /' 7 1✓ ✓ (/ i L. _. ear that the jc .H. a! (ot , , I � ^� Ir , t� _ _.! ould specify bolted ( S H.A. Sec t§10.1f Con the re ., n of weld to c.,.lnect the Joist ards Sec. 1518.751). No SCALE d , Girder seat to tr: c o:`umn. For additionia I fn ma- >' lion see the 5��t on of this cat ,y . OI `l T (t) The I(ry of the bottom chord of the Joist Grader cart= �CNGQ F,Q R I � catalog not exceed 240. For STANDARD Joist Girders, the, a GIRDERS IN MOMENT RESISTIVE F t NiES:' desi ner can use the 'Joist Girder Bottom Chord a ---- 6A5E At SEE CO4UM 1 g COLUMN O I (c) Stabilizer plates between bottom d es stabi- Brace Chart" in con1unction with the "Dec Guide / SGi,`ECLII E lize the bottom chord laterally a c- ;he Joist Weight Table/Joist Girders, G Series" to a 'tie (I Girder against overturning dunnc, -re •on. correct number of bottom chord brace _mist Girders which must resist uplift, end moments. or • ' (d) Jo st Girder bottom chord struts do ,t require weld axial bottom chord forces will require additions! s' 6 q T/NUOU€, jj Iraq to the stabilizer plate unless e ad by design N _ braces 5 o I _ - I I ) V n • ,_ _ -- - rrn coc. As a _ Y SGNEDuLEO t)S $CNE---- EG t c/ h C- z4 r_ c (ASTAI A -3G) K. . w OOWBLS Sf//tLG � .;,{ (ACT. /-3/6 J,tNCF'ot = E $ t +r g rA C� N ✓ C� T „^e t U T/ 'T,'M" , r, Of .CO w0 E T `p � s I I � ayA>'-� P,���`i�A � ��r4 �x- i I I - I 4-0 1 _ MIN � O QNC� �' �ETQ/LS 8303.00 AI- ` t £R d1+ tt ii I v DErAL DETAIL STEPPED )COOTIN6 vo �G4LE A/06-e-4LE = e 5 E 06 TA/L _fBA S C c TA DE TAIL _-. t r _ rl .. ._..:::: .r4 _.... -. a,. ._. _.s. ettims...a..s....:.�3<"x-..+xr.c_....,*..+_.-•.�'`ir ,... n..�. .ka... �.,'�-v .�k 2,.... A... ca i�..__.:s, ,.a. ..:r _ _ .. _..- .__ .... -.,. ... ,, . __ ..._. �e r..n,a'z.�t..:._ .u.:••y ,..;. ».w -u- "N IS. MIR 0 141mg W17", -TOR) IT+-+ -5 G LJ 67 F40 IWO,& V 1�;�WA TV W _A 11 �bn,, 1-iltjr. L7>U"Fleg E ISTING TRAFFIC LIG FEDERAL HIGHWAY 4�3 a R.& c2 e Al B '_o kl m E LO �117 =;-77;:�wl —T I t.� fp�c, coNpul v--- I a "MUP; cu min MT,&POLE DETAU-v,�,, LO Q Awl R �M' 0 m 4, 5, S I f I #8G, INJ I"PVC 03 ri P 7� Z 1Z W77"i, t gy CA "A OUT PARCEL # 4 OUT PAR EL#3 1p v,; 1�!7 V4,14 A Zo n "Mal ii 'Xli 36 WIN V k�k r�50,000 S.F. -,.,52,000 S.F. tu _0 1 1/4" C- A n ------------ ................ 12A tnrz 0 s >01 OUT PARCEL #5 0 (v 39,000 S.F. LZI COO) LU -o -Z 1* 3 1 0 8 G , 1 /4 c �Wl v. 0 % Al, 4_4 51 0 1 J, 4v,. w , F F 01, D U. S. #--2- 2-, 4 G X L t. 7� 0OV13C F FIWL . 'f (D 09! D All I g- L;2 FOOF->, W L FW�h DULLY PADS. c- -CAP, �i. 6* CONC SLAB W 6' CONC. SLAB W/4' /4' kA.LUM. CANOPY MEN So BARS CONT.-TOP [IF SLAB TO BE V-6' . .. ... [IF SLAB TO BE BELOW FIR -FLOE BELOW FIR FL9OR. j t S. So BARS CONT.- wi; 35. �7. ALUM. i S' 241 i- - - _ _[ 5' x I ALUM. CANOPY -4 1- X-4- fr7 Al ly X I 2'AFF r 't "v LO v 1� N a 7'XS' ROLL INSTALL MET STAI S llwm _� 14-1 11 TO MEETL AL CODE. low UP DOOR PAD r-10UN-TE-C-> FR(OVIIZ,�E f:140 4 5 FT <ZLF-,b-K C:>F� E5L.DG. V'VALL 4,15 FIER F-FL Fe��JJIP_ WITH C3 - PK-C>VICDe PHOTOCELL- UNJIT POK CO�JTROL OF 6� H lia"R �7,qw Fv-ovlc)E U(s Feec) -ro 5wrrc+-ttoAi�LC�). ,&,NP iF�iZe VV I -rfi-i Foz::> L_> L_ N F_ELEC-rQIC,&L_ FLL,". 1 v v , J x }•' 11i xV .�i° t � r� •R rv� S % ��5- �ri�•'t2 ,4yfA. $^' r,�, 4yl r'Y ��# 5 .y95! �1 4`�' t �'i+rnr �.e he'�°i } �.i'"' � � a�• e e ,� ^� � '� 1�,��'Jr, -'2S. 500 500 �12'0. 112'0 12'0 30'X16' 20'X14'3 4 0 LINEAR . �IIr �o .00 wi rsheetf M- Mll f A _ seal R. BOSEK, GIBSON & ASSOCIAN , C. ENGINEERING CONSULTANTS Illllh 2518 BEDFORD MEWS DRIVE l��'6��� q WEST PALM BEACH, FLORIDA 33414 ((�` (407) 790-2967 I -Ii }; I 1 .� II II - I - I 4.4, , ,I 9 "'"1 -� I - . AIRS? DL NG UNIT -� -I - I � SEHEDU I . � I UNIT FAN DATA FILTERS WEIGHT MF � G, & MODEL NO, NO. CFM I RPM I TSKJ HP DRIVE VOLT NO. I TYPE I SIX X`7�`� , 1 ',4i 1 I. 1" �. (LBS.) I - I , I , ! Ir - 27600 722 I - 2.13' I 25 FIXED 208/30 8 16 I T.A, AaA I AHU-1 - 7,6,!, 2,,�V 70,3- 25 F,clI,f 3 0 1-8 T.A.- as L H� 3, R1.1 S—-SE_I- II ,IFt k! -,t1�.�3,3' ,�&4" g!reiK � VN 1mr,,q'%�q, 1�.; IT1 t!- , I-PA&'4,'#',q�vl�, _q1 —L . 3o- , 0i111 7 -UII I l1a. 0 I_ 1 ,,N,U�71f� 1 --_ -1lv�V * ,il�� �o-x t t -�1'._... � '7may- I �00 �,-I , � I2 ,L- , , ' - _. CONDENSING UNIT SCHEDULE � UNIT ENSER FAN COMPRESSOR MFG. MODEL NO. SIZE I HP I RPM LRA NO. I HP VOLT FLA I LRA NO, I . � - 1 20. BOHN RCD-45RD, 3070 LBS,, 4 3V 1-1/21 1140 7.0 EA.38.0 I EA I 1 25 208/30 7626:'g' 1 43'8 28 MCA=187, FUSE=250 Q__1 1 ' 2' 70.0 304 WT.=3,150 LBS 815 1 6A EA.k6.5 EA 25 208/3i; U/.0 420 MCA=203 A. FUSE=250 A. I - I 1,1�41,i�",'-,�,,:,, " - I ",,", " W,I- , ,II It I I -1 I I I I I ,� - F-1I, i_� : � I "I-, ,� -, - , ,", � " , i - ,,� � I �;_', � : - ", -,;,, I "," " ��'i I , � I � , 1 7 � , 11 , �, � I I I 3, , � - " �' I _ " I I I 15 I I 11 n, . � I I F . - _ �,T_ , " . �°-_ -, ,_,'i I k� � j " I, 111 All 41 - I I'm- -}1� "3 -_ I , " , I��. ,, �,�,, , � i ,- , �- -� � i -,, , I , i , I I ,i I 11 I I I I , I � � � , , I I I � �� � , �, I " r n, :;� " N i, I- , � , �r�.ti, L� , � � I I I I I I I I I i, I I � I � I I �, I I I I �, j�,,��,��, ,;,I ,� S�" t $, " I.,�"j � - � I I 1i I _� .1 Iv" ��, 5,"", 1, , I -1 , � I I , , I � I � I I I � � I I "1 ;� .. , I I I , ,,,, , , ,,� 1,I;, , � I I 1%�,,�_ _�, 1, I � I I I I I I I , I - 11, � I i � � � ," I - 11 - � 1, I 1,� � I I I I , - , Ii, , �, , , , P � P, , , I I fl, o � � - I ; I , "I'l , I I " 1, , , � -1 I �� , , . I - � - 1 � ( � I - , I - I � � I" i I,-� -S`x�n :� i , , I I% I �$� I � i - . I - , - I �, I -,, -��, I 11 I il I . � I I I ii, " , I I I 11 I I I I � 1, I � , I� � . , I " , , ;�, ii, Z�, I , I -- � , �, � 1, , ��: i I �- I `11 1, 11 - I, 1,;, �, 1, ��"'A; I I I �, ,Ic 4, - I � , 11� , 11 I I � , � , � I 1, I I � � I 0- ,_ I - � L �� - I 1-11-1, � I- , I , , ,I ,,, 4 4 ", ;, '_�, � I � � , � 1 eli 1 7 , I � _' I" I I , I I , i ...... V I I I , . " vgZ� - , p , .1 . , I I I I I , i I . 11 I I I I . �, '. , � � i . I '1� I � �, I �J,?_,� _1'11�', , * i , " : �v, i_� :, � , � I'V" :� 1� �. i I , " - � , � , t , 'W,'�A, , -, �', , , ; , I *_. _4� 11 I I , I , �, ,e I I : ", e , ,-� - I . � I I I I � " I 11 , , �,,,_ , - , , , P% - , - ,;� � ,ll, I � , 1, i � , 11 - , - " " I� I " - , " I 11 I " r , , � , , I i -� �7� , i,i� � , � � - 1� I I I � - - � v , GRILLE AND DIFFUSER SCHEDULE , - J�, � F _` -,�,�; i., ' I ,11--.` _"�inb I,�,N�. " ,- " �Ym. PANEL I CONN. FRAME FINISH JINTEGRAL USE I - -,' I " _�� 'T , MFG. L -_ * 1 SIZE SIZE DAMPER 11 i , 47-3/4' 45 -3/4' ___ 2B SUPPLY YES , , � CARNES C OW; 12 _3/8,1 XII-1/4' AIR 1, � ---I . I 4_wAilli� 0 9 0 'I METAL A i 95-3/4 93-3/4' ___ O/W SUPPLY YES . - ,ize_. 12-3/8j� X11-1/4' AIR 2 @ 48 -- . - 24'X24' I 15*XI5' --- 01 SUPPLY NO I AIR O _,�,�t*"N 24'X24' I 15*XI5' --- O/W SUPPLY NO METAL AIRE M-6 1bli I AIR 2eX24' I 91XI81 --- 01 SUPPRLY NO CARNES SKTA-22 AI , @ 24'X24' 9'X18' --- O/W SUPPLY AIR NO METAL AIRE M-6-APD (R2S) 24'X24' I5'X15& --- , 01 SUPPLY AIR NO CARNES SKTA-25 @ - 24'X24' 15'XI5' ___ I O/W SUPPLY NO METAL AIRE M-6-APD (SC) I AIR 248X241 9IX91 --- 01 I SUPPLYAIR NO CARNES SKTA-a0 I , @ , 24'X24' 9IX91 I --- O/W I SUPPLY AIR NO METAL AIRE M-6 - 24'n4' WX15' --- 01 SUPPRLY AI NO CARNES SKTA-22 I (D - 24'X24' 9'X15' --- O/W SUPPLY AIR NO I METAL AIRE M-6-API) (R2S) ----- 6'X6& --- 01 SUPPLY NO CARNES SKSA-40 . AIR @ - ----- 6'X6' --- O/W SUPPLY NO METAL AIRE M-25 I . AIR - ----- --- SUPPLY NO CARNES RSDAV AIR , - 0 ------ 281X81 --- GRAY SUPPLY NO METAL AIRE V4004 AIR I ----- I 101xiv --- 01 ST YES CARNES RWPAF I AIR 0 . ___ O/W I EXHAUST YES METAL AIRE CC -CC -SD AIR . ----- 101XIO, --- 01 EXHAUST YES CARNES RWPAF AIR - �� - ----- 101x10, --- O/W EXHAUSTI YES METAL AIRE CC-51) AIR 1.4 , V*t 1ELECTRIC HEATER SCHEDULE SYM. KW VOLT STEPS DUCT SIZE MFG. & MODEL NO, 17 208/30 1 22'XI6' BOHN #26B17 )K EDWI - 17 208/30 1 22'x16' MARKEL 3HF-17-ZPJM X 69 208/30 I 2 I 44'X24' BOHN #26B69 A I EDH-P 69 1 208/30 1 2 44'X24' I - 1 17 1 208/30 1 1 26'XI6' I BOHN #261117 * EDH-3 17 1 208/30 1 26'XI6* MARKEL 3HF-17-ZPJ * 15 208/30 -- ----- MODINE 150/31/01 A* EUH-1 15 208/30 -- ----- MARKEL F3F5115CAI ** " � 1 7 _� - I I 11- 1 - � 1, I I I I - I ,,,, ��", �11`_ I I IiI_'1 , - I -� , K_tI_,_1'',U..;`L_ H 1 1vl . ULTi. L 3l,- I -r-1- riUIL_ CIRCUIT RECLAIM HEAT CFM REFRIG, MFG. & MODEL NO. - -LOCATION NO, COIL REJECTED .A 156,807 HR-3A-3lTx48 DUCT A A 147,500 -502 I ..r B 214,098 12100 CT MOUNTED I - , I O8 DUCIMUUNILJ B 18L300 RUSSELL QCH03H I• i,�119ZI32 4Il � , i C 189,600 7,650 R-502 RUSSELL QCG04HIO DUCT 1 %4 .� I , I , � w - 3"", �F-I , - , " I ,;I,:",,;, ;�P�1, , �:�"k,,,i_ " " 'o�, 7 I I--., ",%'; Ii I 'i - ,, I, ,-- � I;�, "I'll" I - ." I" 1, �4 , � - , , , � ,, , -1 �, , �47�� I , - - 'I, � , 1 x�_ � 17-__ ti 'P I � j,L,:,,�'l I, �_ �', � , - �'!I ,Iu,�_-,, 'I`- , I �, 11.1-rI,11�_.__.,�-�- PROVIDE WITH DISCONNECT - . 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ENGINEERING CONSULTANTS � (�'12, i g/-1 f � � RIVE I I xWEST PALM DEACII, FLORIDA 33414 (407) 790-2967 ,r i ;F _ . __.`______________—____—_ __--___—_ —_ —_------------ ----_Fx' )'k k5"}•, k:2':3✓., z' �r-----------------j------------------------- r -- y I TRANFORMER (ACA-200) Nab r.4 t Y✓ d u�Y'F;:r gr •w£e 5 as'�+,:.�::%h�' �" F} v `t"'. Fps r...",Y„"'.a IS MOUNTED INSIDE OF i I 1 1 2 3 a 5 6 7 B 9 0 11 2 I I 1 2 3 a 5 6 7 8 9 10 11 3 I I 1 2 3 4 5 6 7 8 9 10 11 �, x ;, �,., THE DH-31 (TYPICAL OF i�� J I I I 1 I , 'ks f { r.; ri c _ y tN 3 TSBs , 3 SMOKE DETECTORS) 11 I\ I Q QF ' I i � l� J f � $ y, :��w et �,. 3 " � g•`' px �'�i 3F� .�fx �� L l��v •' ✓ ` E�� ,,j = n �,�4s� r `5�4 r '( „f �.. e ? G Y Y > Y g,.=. DH-31 DH-31 DH-31 I I q sn <i v kN 4 s I 1 3 tkt}�� I I I I SMOKE DETECTOR I I SMOKE DET CTDR td.` *} F x SMOKE DETECTOR I I #. .;= p I — _____ — �'. ,,z:.' Y n}"•.. Y' �' S }x *tF h #n ,. . /. �� ,f > F F l i 'S'.'., M'::r "..;i k k% y F ii 4 "! ,,,i ,3y i 1 * � :.. ... a ,e..::fi : x"'rV,r s., , F S';e 3 v r� ^i'>�r f.� � .•4 a 4 S M1� ,,� 5 sa: o r � i r i 4 x i i 5 B h 1 $i4 , FP I'rt 4 p 6 Fri A . d 1 .n ,I N 9 ri' �F' t i F A HU MOTOR STARTER w 5� .c OUTSIDE AIR DAMPER MOTOR (NC) H609A x+k M I I 11 I 1 r RI I1 jI I I WITH T6051AI016 WITH T 6051A1016 D -STAGE#2T7047C1025 THE RMOSTATTHERMOSTAT a 1 7j,fI I I I 4 =, I I 1 I 1 1 r-- -- , (NOT FURNISHED I I 1 i I � x,yy I II I 1 � I s r`-. a _______________ I BY W.A. 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F TD 1 EDH-2 E H-2 V V V EDH-1 T I STAGE 1 STAGE 2 EDH-3 ACi 1 120 1; r sa P1 TD Fl 120 120 DP 120 1�0 120 1�0 RCH-1 V -F\ T\ TOGGLE SWITCH W973F1004." 2 HEAT I u 'L 3 HEAT tYH H 2 COOL 1 M,O.D•—HEAT M.O.D.—COOL WH BH RH RC BC WC I I I I I I TT13 4 2 5 ITRTRW B Y R 1111111111111 I X1 X2 T1 T21 X1 X2 T1 T21 RCH 120V AC I 1120V AC -DH2 DFAc FAc ACI AT87A1056 AT87AI056 r AC2 I 4 GENERAL NOTES: �Yz ALL DASHED LINES ARE FIELD WIRING. DAYTON AIR SWITCH (2E462) WIRED TO TERMINALS 11 >e' AND 12 IS TO BE WIRED IN ADDITION TO ANY OTHER SWITCHES LOCATED IN ELECTRIC DUCT HEATERS, 3e DEW POINT CONTROLLER (H609A) ON TERMINALS 16 AN ' 17 AND SPACE SENSOR (T7047C1025) ON TERMINALS 18 AND 19 ARE TO BE LOCATED ON COLUMNS IN THE CENTER' OF THE STORE, „# AIR SENSOR (T7046A1004) ON TERMINALS 20 AND 21 I TO BE LOCATED A MINIMUM OF 6'-0' DOWNSTREAM OF•' ANY HEATING OR COOLING COIL 5e HEAT RECLAIM DIVERTING VALVES ARE 120 VOLT AND ARE FURNISHED AND MOUNTED ON THE REFRIGERATION COMPRESSORS. 6. COORDINATE ALL SENSOR SETTINGS AND LOCATIONS WITH FOOD LION REPRESENTITIVE. '" - , I "l. COORDINATE ALL ENERGY MANAGEMENT CONNECTIONS WI FOOD LION REPRESENTITIVE., BOSEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS II�a 2518 BEDFORD MEWS DRIVE q WEST PALM BEACH, FLORIDA 33414 R(407) 790-2967 comm. 8303.00 sheet M-3 of seal " rd.. ::ij r- d, r .-,. .r{3. ., , t}5� h.., f;, i:: ; . , , V _ r.. R 9..x- ..< ... • r.,. �, n'k, -.6. a xi:a , n. ,. 3, ,4 y:.; [, .! ,:.. S.,aV. -. y.av ". .' ss: a..p .:'x"s - .r 5 ..f r<... _. • -., G a , e .. ':_ r 4 r „ ik. a .. ,.., ... .,.. „.. _, .. . , .'.. .t ... x'3. .. . . ,N ... ..: , .:.. %. ,t..,, A •r. x. .r , ...<, dJ _x. fd. ._. .. :::.. 4 r. K� .,. _:, ._ , w •.�. .:.,v- 4 e. .. P: a .'.„ .<r: o-... P ±r ..... �... ,,, ...,.. .:-.. .<,.t, h. a,. _ „ 5'-, 3.. ..,. ... k. e , t -, . , ., x n.. 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TO FILL ACCESS PITS WITH CLEAN a t,k,J SAND AND CAP WITH 2" THICK CONC. GROUT. Lo �w$��+„. „ti «B.ACCESS PIT AND ACCESS TRENCH BY GENERAL CONTRACTOR. ,4 P, ^ �T `�' �✓ i �� r�&. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTR. TO PREVENT t ANY FOREIGN MATTER FROM ENTERING THE REFRIGERATION CONDUIT SYSTEM. v W ' 7.SEAL OPEN END OF 6" 0 CONDUIT TO PREVENT SAND FROM ENTERING. a �= CONDUIT IN ALL ACCESS PITS IMMEDIATELY AFTER PIPE IS INSTALLED t �Ps 8 DIMENSIONS ARE TAKEN FROM INTERIOR SURFACE 43 OF MASONRY WALLS. AT THE SIDE WALLS OF THE `zlio rn =51 SALES AREA-6" HAS BEEN ADDED TO ALLOW FOR w+,e O ■ AIR CHASE THAT WILL BE INSTALLED BETWEEN xn THE MASONRY WALL AND THE REFRIGERATION CASES. r kr ! 9. MINIMUM SPACE BETWEEN P.V.C. CONDUITS IS 4". mO 10.GENERAL CONTRACTOR SHALL COMPLETELY SEAL ALL ACCESS PITS. #. �+ ✓ 11. ALL 6" PVC TERMINATING IN THE EQUIPMENT ROOM PIT SHALL MAINTAIN A MINIMUM OF 8" BETWEEN THE BOTTOM OF THE PVC AND THE BOTTOM {•L� lJ OF THE PIT. zz co ! v fi v'? t ✓ 'x' 0 TEMPORARY PLYWOOD LID. ` 5 x #T 1 iIF•'a- .x ,u 'z 3,Y x a',_ t `• n e `.J n 1 _N ,= � 24 1 "x1" AROUNDx. 3 -Ir Ikd ggai Ax�3�l 4 � ENTIRE PIT. w � L S [ A r0 ^ �w O L O NO CONCRETE IN 6" DIA SCHEDULEr40 P.V.C. x i \ 4 Artr, v i * Fw z F r 4 y'hS _ lv 1� dL � [y �s✓i :1 ��' yp r3a5 ,�'r #rPa an t V{�'a{iafiItco "dF',�*>;.tyfti IF ki wR 5axv` n 1 lrif Y �. ♦ kr �a�'��S�y'"rt" ���4 s v v � �`$k °�.:. tad "<d'. i t .,.R r :+ � ,# � ~T .sr J '�{,: t,-P<� > y Tk¢ , r� ynS J N•.la` $' c ' {, a5 ! W `Jf I °,�k'd. 5; f s'v e. ,F- •v}. iY r a ti W x t 4 IF 4 - ,�' £ t r d5 �k r t lair F' a •- ,•a?", —u t ':} r „v •+F N' r57 '.x*:: 9 Y +. 1,�1 ^ a R�i v '�$v R ,^a s4S'b k H x 'Y" 3>s¢ 4 ,.x W j �Y m ''.F 5',p tn4 'Fi f t ( , 5 y '` ' ,d c "va, + y *, t P1s"c�..t 3} ; ,y. 2�ry u .- r .Y r!. ,F:` 5s% ., fir�.t,,,,t.,.k";s „°.s'�' J1'' Y' # 'Y - cns C a '4 T? ],} U `J 4,a''tiv zae x -+9a Si -'s�: '.rgy]Y{„${ i��,¢yy. ,} el f Ut ,y :iT +µi•'} y-ryl ` r YS. «Y i.. 4 t ay, 2rfr s. r n. qq x t ^tp`fv ykNiw{k ,�tk1*v^+;,. �. ,^`td Fne w J s h A AI.. h }ix I5 5 .fi 4 �Y �. 24" r U ar oz NOTE: d �,, ". 0 t _ NO ELBOWS ALLOWED it a STRAIGHT RUNS ONLY e� s t / Lo "'A co '.. �- J f' 1W TAPE ENDS DURING CONSTRUCTION. c +' ACCESS PIT PLAN VIEW $ � t{y y, ,y� iztt �p'_��•'�1 rah@ t2k� v5gta ': p•. ! 'w . ?i'x,,•r. Y}a? r4 ii?g* 5, �'�'';J �4 a'.r`�SY ., �i*r. ;i�, #` 'nia k 4 E 1 p` r ib t',%fi s PY t 3 a'd.k" £4 ,t L } ti IF ,.a,X$ro.-.-.,A ,.:�. ... x ?.. .._.• .r.. AF 42 r k I - ! III I , I --I'l-i � - - id I I I t � , I I I I I I 1 � I , I I I I I I I I I � I - n 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 l , I I t � � I x,,I 4Ii-�, j - - . , . I - - - I I I. I I � I I . I � AQcEPtTl I _1A1IB�W,,Ia -Al MAWtiMlM"CC, �W4.�"_tt,`!.'"i-�IItR",,I Z4 w4�"4���6t=4zsg,�I 1, � ' ', I,xiT *1" P-1 AMERICAN STANDARD 2109.405 P-5 AMERICAN STANDARD 8340-242 P-8 JOSAM 3 - 1. I t-'Il ;- I ELDER 091-1605 ELJER 749.1350 WADE W-11 - - - li- � IT, ', 1� I -, II I �I% ,IKOH-LER -K-3500t-iE"BSKO-H- L- ER- - K- I8 9- 0-6 - , i I,, P-9 JOSAM 56 - AIl"TAli"tt�I� ll l, I -,� P-2 AMERICAN STANDARD 6540.017 P-6 JOSAM 71050 WADE W - i,T;_ i _II _ 01'ffl9III tZ ,, Wiz: ELJER 161-1090 WOODFORD MODEL 60 ir 1� rW2,T4, L ,�I% T KOHLER K-5024-T WADE W-8620-L P-12 1I I t m�l;1, 'T1 STATE PX � !l,I,lvim,';: 111 lfl:i',T-,, 11 ,.��, "V-,`-,� i. II,, , ��, ��ITip". . "� -" , it , " u 1�Wt �t�1mltl�1, P-3 AMERICAN STANDARD 0124.024 -MDR-FLO M R I. * ,, _ pty-,i_�,n 4 P6A JOSAM 71900 ' , 0 ii;--",i, 1I _ii`4 �it 1fJTii�,, �",����j,1,,��I-,4,ELDER 051-1358 -47,'M 1I,114!1_�""Z�,�*��,,�205 WADE W8606-HC I �'I, & 14 IIiiP-16 JOSAM 601 1KOHLER K-1 ;- 14jA WP-7 POWERS FIAT 830-AA t, i�%cIN,I T , A ti - ) P-4 HALSEY TAYLOR WM 8A-1 AMERICAN STANDARD 8344-111 P-17 JOSAM 35624-2- - - Ap10i,crt .1 I AA gWADE W-1744-IPS-2 W/VALVE " OASIS ODP8M ELDER 749-1400 NOTE: W-4_EVW1PS ,ELKAY EWA-8 i` �ALOW 4-6" CLEAR BETWEEN ,I , wrz, M���4 - PRODUCE PREP. SINK &HAND SINK. ?fF�I ij, ,�_ - ",IIl"'&�5my1�k� IP-6A 24* ABOVE GRADE 1,, q"" X� ",e k,� l i t, K � I "�1 " I �g 1_�&" 1i I11"g7.e,-4i 1�O a NDER NK�'`1, ,,�',10v ktP-5 (U'..., � ll ,q 4 �1 nl_�iV1, ,.k14"-wt "N 72,IF' V'k�ll; CONNECT TO ICE MAU-11M. ,�m1j641I, t� .11 &g- 20A.F.F. ,jmI�m4 . P-11 P-3 ! ",. I, � ;- ," , - ,l i, tI _.I lT,T, i- " , l, , �1 "i iI -- 111, I � I "i4. 'ta 1. 1 �irU,,4k Il1� . )L 1/2- C.W.(TYP) S,Ili, ,f�,�it' HIW.( -P 1/2- C.W. SUPPLY W/CUT-OFF VALVE. L.- ��''�'���" i,, , I 4,1,,Voil 4�q"""g.'iV, USE SOFT COPPER, CONNECTvi ill k,�iT�,,,*,,," " ,,T� -, "I � -�v,11 "1 .i1-" l, ,�'I',i., , , i,, _;,��i .It�,�-,"'I- ,� ;��,i- % "v � ; I I . i, ,t, - g�FIXTURES. (TYPK_-I 2). -, 't, t". - 4,t �, , `tr ,LI i,4;��,,O",ttlI�,,,, ,, . � ,*I6. I i,I T, v�'PRODUCE PREP "�I�",4f w1,�I,,, iIAw.�,IIW"I ,`` , I ,i P ,-".l"t iR. ''��� N, S*41�T", t ,n-;--', 'it, , 'gYtX �� 1� �? �ieP " ,�m�";Ii 1l� , �I 4Ig� ,'1 �,,� ",,��Oi�.W. iliI112C��� 4lt,, /"t1I , ,1. o , gi'IT ,�,T, w ,.,_ ""�-T,�tF,I4l i'���q�9P"�t 3/4H.W. ,,�,�, r4" "`-,'�n� I � � "-,,, "�, "" v 1p'P', �"-, �--"w;w I S. fII- �v",, z�,,, R I I ,- �.fi" , �-. 1 '-II , 'I ,, "A, � � V"a ��1� I i""a i ,, ,i- ', ,, ,t T",�4�I4it ,! I T-,i1I1,� 1,, l 4,"J 1 " "V IAT,i8 I,'t� ,1c1"I , I l�4 WIl ' RAtiI ,f z,, vll t, , l, , STORAGE FREEZER 11 l ; ,, �, �- TI ,_ I ,rI PRODUCE COOLER i,V, ig I i " , 1tla ;:a - I I ii ",Ip - �sI,� ,,4;i , , �" �, , 1I" i`, !, , OJt �1/2' H.W.R. *, 1. l ,:Lfe.i-a,AdZk,TiI,I �� 1I " I0I1I . , �"""v- .i lt"�,TI_���t '-,,i,,i,�wli' I iMBING SCHEDULE, ,- it,5,�v�i �6��,k�II'I,4m- ;h9L_"li��MAYT I , ,1 MEAT COOLER MARK FIXTURE MANUFACTURER MODEL No. MATERIAL SIZE FAUCET &DRAIN TRAP SUPPLIES &STOPS REMARKI VALVE ABOVE CLG. I P-1 WATER AMERICAN #2109-405 VITREOUS ELONG OPEN FRONT P-6A 1 CLOSET STANDARD NOTE 6 CHINA BOWL ANGLE STOPS OLSONITE 24* ABOVE GRADE I I TRAY COOLER 10CC SEAT I I AMERICAN VITREOUS 186YB FLUSH 6540-017 18*x28" I . 5 uD CHINASLOAN VALVE I I I " -KL I 1/2H.W. 0 L4 P-3 LAVATORY AMERICAN VITREOUS z0.x18. I#2385.011 17 GA. ANGLE STOPSI I - !WSTANDARD CHINA 3 tLCLIKIC NALStl STAIN. STEEL WHEELI MEAT PREP. P-5 P-4 WM-8A-1 I4"x18* 17 GA. WATER COOLER TAYLOR . !� I HAND STOP I I I I I I . 3/4' H.W. 1/2" C.W. P-5 MIXING AMERICAN #15340-242 CAST BRASS I i R I I I 1" CW FAUCET - I LEVER HANDLES I I - I I I _ F-]-"-1 _ -I (do � - WALL Z-1310-1-6 VACUUM BREAKER I . I 1/2 C.W. _� P-10 F= P HYDRANT ZURN. CAST BRASS - I KEY CONTROL FREEZEPROOF I I I P-14 I I I I < -6A I 2 CAN WASH CHROME . 2 I a )_'61 rAvff I . .., P-7 POWERS FIAT #830-AA - VACUUM BREAKER 0 1 Z-1325-1-6 0 I I 3 0 FAUCET PLATED I INTEGRAL STOPS . 0 Li I w . P - , I . I 1• ..;7 JANITOR 1 2 _P-12 � P-8 FLOOR _111.1- -_II.. - - ,I.- CAST BRONZE - DEEP SEAL BACKWATER VALVE 0 - I 6-, I. - . - - P_ STRAINER TRAP z < I w 5: : I - - - - - - - P-f---..- - Pei � x LLI I I I r"_ - - r=2--F _j w P-9 FLOOR ZURN ZO-1400-2-HD CAST IRON 4 . () NOTE: w CLEAN -OUT W/BRONZE TOP w . I cr- I I , I LOCATE FAUCET I N-2472-3-24 PE 300 (3) 7400 DRAIN . I P-7 42" A.F.F. w . LOAD KING STYTAINLESS 30"x123' - ANGLE STOPS : I EQUIPMENT ROOM I N RL STEEL . (2) K7856-8 FAUCET I . I I ABOVE 6 III - TYPE 300 (3) D10-7400 DRAIN z _ I : I w P-10 MEAT PREP FAB-X 83-2472- 24-i 23' ANGLE STOPS - SINK METALS STAINLESS (2) B-1128 FAUCET - . 15 RL24 STEEL - I 1 �1/2- H.W.R. w I �'i� T - LAW-1 DRAIN - - 11, �, K, ,�? �ft � , , I I �3 � I ,�41 . ROOM � AMTEKCO 2 . 3251 FAUCET "" I "'I"""'' �';_r "" � I ELECTRICAL w U-J-Z�Z4- STAINLESS x12O" - ANGLE STOPS , , I 24D S ".4,"."ti, �'r,ikil �,,, ,777, t7. I I Ic 'EEL - " 4111 '"' "t �- t" � i, i, l � ,,�, . I TYPE 300 (2) 7400 DRAIN : ,;,�?qt i- " " , I� t,' , ,I'll I .. ....... " - I 0�1111 2, I. , , i, I I c N-2448-2-24 INLESS 30"x77" (1) B-175 PRE -RINSE - ANGLE STOk , "tt, il " m" LOAD KING 0,,, 11"j-l" r."'I"T - .. - i I ;I I, � it, RPRB STEEL W/ADD-A-FAUCET `��i 'I, I'_ L�F_"�L,111 14 - , 0 -7*4, 't I : I w I =t . I I < PRODUCE 82-2448- TYPE 300 (2) D10-7400 DRAIN � IT t Of P-11 PREP SINK w R24WB STAINLESS 29"x74* (1)8-133 PRE -RINSE - ANGLE STOPS . I iR STEEL (1)B156 ADD -A -FAUCET - �E I I m - TYPE300 (2) LAW-1 DRAIN I 4111, - I . . : > - AMTEKCO C-2-2424- STAINLESS 30*05" (,�2),2210 PRE -RINSE - ANGLE STOPS 11 -f, 0 -24 R STEEL 01 ADD -A -FAUCET 11 " " , � 4ti, , ,Z i't 1--I � .. ... .I I - , "o, , I " '"it w I if I 11 . 4",'�,,�,,,�,�,,,�,,,�,���,,�,,��,-��, , , - I I w " I i - I , 3:E 0 . vl.' T ,,,,,�,��,'f',-�--,�,�:',��,�,",,:-,- Tl��:,,, 1q, T, I 1. •t . " � - , ,, - t C4 . . I "I . . 0 I I I I I I I UPI]] 11 HOT WATER (2) 4500 WATT I X: Of I P-12 RUDD (MASTER) - - 80 GAL. - . 4* 0 No. 1 1 ELEMENTS I : " I I I it - � , �l K) i�,:�,�,�,��,, ,,,,,,., ''4 , , " (1) 4500 WATT _-, , %'It, --t-1 I ""liIiijk- i ji,�,_'I`� 'I, I " - It, . P-13 HOT WATER DAIRY THERMA- - ili? ?'-,' , `iit- T1 , t ,",�"- " (u No. 2 1 EQUIP. CO,STORE III 119 . Tt,ili_'�1MT1 I ELEMENT I - ,_� . I i, , , IT, , i - I � , ��ii"i lti4 9,_5_-'�r, I TYPE 300 COMPLETE W/ I14 ` TT �" "'I'Tt" - 3 I " t'Iti'vo � I I I t . I I LOAD KING N-1618-41KV STAINLESS 22"x21" DRAIN & FAUCET - ALSO W/SOAP DISP. j j I . DAIRY COOLER ' I tI i - STEEL I& KNEE VALVE MEAT PREP FAB-X TYPE 300 COMPLETE W/ i_ P-14 81-2017 .x23* DRAIN &FAUCE T ALSO W/ /SOAP DISP. t 1-,.14I I HAND SINK METALS STEEL &KNEE VALVEk1f- 1I I I SEE ENLARGED PLAN Q2 I TJ , 11 " ,' TTYPE 300 COMPLETE W -IIIl- Tt I - ,i 'a lr,I4 1 1/2H.W.R. AMTEKCO DH-19 STAINLESS 18"X15" DRAIN & FAUCET ALSO W/SOAP,DSP, N STEEL & KNEE VALVE ,I I" I ,,- '7- 1 - " -, : I I I T ,,�&,ni, , 11 I 11111,,Ill",�1 , , , " -gy"." 'l ,� it I 1 1 14 ', I � I DEEP SEAL I Itli, , , 0 , a I n IT ... .. . -' -15 -560 CAST 4- � - it, I : I . l _ P FLOOR DRAIN ZURN 2 TRAP Ill it t I- , - , , 1� -,I I-' 111- l.", ", I , I 1-11-it,"A 1 ;7", i,ly, �k , : , "I", 26 3 , t ", , iii��l T 11 't - 4, ,'I i I I I I a I n I I WHITE COATED , -, , , ' - lii� . . : I 11 STEEL 17 3x/8' :til,4 - ", ,� " � - �-_ -!.,7 T I, , P-16 GREASE ZURN Z-1170-E�600 FLOW CONTROL VALVE .1�, ME WOMEN , , IT TRAP I - I I, -"L��,ji.�_"Ti�'-'_ I, P4�1,'I� tIt" I " ti, - - N I ,-I _ _ , - l 1� - iiI,, I; I I I io "T li",�106_1',,i'kv I" : . t ,� CAST BRONZE AL i i , , I I P-17 FLOOR DRAIN ZURN ZB-610-H-V e BACKWATER VALVE I- I ,:,i � I I GRATE TRAP I , l I - I - _ ,; : � , I �*�i, , I q.�:7 �I CREAM 1 �i,,,I i, 1T'�71,i11 ,�tI I,Itt I-'0 , � � I-tt eI4 Tit ,� � _II �"" -t l ,,�s�-1, , Iti: I , t, ' T"J,� FREEZER "A RISE THIS AREA FOR SPRINKLER . P-4 i , ., t " 'iwl ,-,,l,i.II I I `- I 11 I . -. .-�.....I ------- 1,SER WHEN WATER SERVICE IS ,�,� �Ir`_1ti - i� �` �l_" I"' '7�, " !V,I-4'��4 � , , t1, ". " AT REAR OF STORE. O,I, �,T,- tT "1t"",, - , I , , i' i. - .. -11-11-11-.-.I- ., GI _V11, ;,� •�z'i- -"", 1l 1I ,t - ,,�_l 1 ,5 - tt K11TRM. 3/4" H.W. LOCATE 1/2 c.""I �I t (37-.. . 4`,,��'._-I MIXING FAUCET I I 48' A.F.F.-l.j 1 1/2" C.W.I` 1 I , ll�7, ,t ,rs11�;1 I l%_', _ �ti,1tl,E��,�,I�� P, ,5 , -" ,. - , 44_� ,k, 14_ I l , , 1,A-It m'� ,",,1,I f,", -�_y�I-�,,,, " " lIr�A n,,!M�o1- "l _- ,; �,�t_ ?� t- � ,, I�_" "��,i t� , � ,t"-ii wul 1T , �,,`, "�� ,,� TV,4��I , , ,l"i (�.., %. I ,iy,,i ,'I1 1 I -, �l,riii-! I I , I 1, � . I � - 'Ifl� . . . , I I � I 11 I , t I I I I � - x . , I I,- I, t I � ,e, , , , , _�_, - , i ., , ,!t, , ''It _ v 'I":', ,iI �i - __, , , - , , TL - , , , 'I"', , .-i,�,1t1Ti,,i,, :,�',,', i it T "', 1 *��,I� ,i I - , , t � �,�I: ,, -,: , � I ,�_� , ,�, --l"', ,�', 1! 11 I t , , I z , , ''�� -�. 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T, ,t I I : , , , ,x , . , , , I , , �'l-t-l'l" - I I I I t , , , " , I 11 I " I � t " T - , 11 , " I 11 , " ,i�l, -, , ,_ " � , t"witi, � I ill I , � t, I � I" ,t - _ t , t,' 'I I i , ,% I ". ". t �10 : �� I , "'i t 1, , I - , I I - , I I � , � i, ", � ,� ,� , - I it, , - - 1� . !l I I I I, T : , � , I I , e 11 " L , �, - -, �: 7, , , I - " I , k 1� , �it, i r � � I , " � I , . , I T , i ", I I , � , I'll t , I I �� , � , �, c I I , : , - ; , . , , : i , � , 1, I , I , I , , , i, - I , � . � TI _11 I - , I I , : , � , l I I I OFFICE STORAGE C OFFICE � I F_- � .1 m "..1 I I- W n CO m 0 III, � 11 4� ■0.0 mill I u a L. 1 P4 0 N GEN L NOTES: �Q 1w If) WATER 11 t 0 1 � t ALL VVA I tK PIPING TO BE "L" HARD COPPER WITH IWROUGHT COPPER FITTINGS. PO U) Lo � . ALL WATER PIPING TO BE INSULATED WITH 1/2- FIBERGLASS I "I ,I I - ARMAFLEX INSULATED. E .., OR 3/8 m it 1, ��t I ALL WATER PIPING TO BE SUSPENDED FROM BAR JOSISTS. I 11 , 3 M� , rn 1� t ;ALL PLUMBING MUST MEET ALL STATE AND LOCAL CODE REQUIREMENTS. � - I , til "I �Iiq"7t,llv 0) III, 1 4 , 1T IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR I I I . till -lU, . �,g� I � i TO CHECK ALL PLUMBING AND CODES FOR APPROVAL OF t 1 C 'p � � i I - � , 11 w'j, "I I, I ii, . USE AMERICAN STANDARD #2108.416 WATER CLOSET 11 1� t � f,'I- ,ri, I I �, , I t,ki,,,� .1 T WHERE REQUIRED BY HANDICAP CODE. I 1, 44 E � . ry:1 11,l,,5 " l" 1, ,I _,� � � ............... ",""I'll ",""I'll, .11,1111, 111 - - - - - - - - - - - - "I'll, - tt ,.- I ",""I'll, - i T .7- q., 'p, ,;' I 11 I �,ti 1, I� 1, "I "I,-, �1- � � I7 , . TOP THERMOSTAT ON HEAT RECLAIM WATER HEATER (P-13) TO BE SET' , w 11 I I I�T f .1 Z��!V,,,p, � n, ' lili , , AT 130' AND BOTTOM THERMOSTAT TO BE SET AT 140". t" ��0 11 11:� , " - l 1$fl 1, I'�t 'k�'7• -- -I .1 ?011 _ T I Tl,._Iiil� "? t �4 , A ,itlt � 'i-i; U (T) $ , T " I , ,- It, , � , "T. I Re. , ,,, , " '. j-" I� �71_1' ! 11 I I'. - - ,-,- -, - 06, I �ir - � ,Rli� P "m" rf 7 it T_ �T)�jRim. I 11 I �_ W-� _..��, - - - --- 16 , I A IT -_ -1e�,,i p-, :11 z ""If. - ,I - � ,� eo - n- " 1, -0 � ff;IIiipi�i- I ;w! -.I ,I- 0o 1.41u � ' , w, i; %W, 1 P-1 ) 'UI_-4", r ,w ,V,q- &..T P-2 P-1 09 , not- 4 - rp 5 ) P-3 []�_[]�_,�0aL(0L0u.?)ZC (1 kx `11',L,t- ) � T� , =. I i III a � -9D I-A U 43 Jl�v � I k, � I- III- 0 I z lI, ! �I C -c>Lo. � U) �3,I!A,�&h4`.t4I d- C 0 - ) ,,, "t I �i ,,,� 11 I . 1'�! "T", u , I " " I - 1 ili" ljl� i �(% ; - I i I i i:I I I� t "ti ,it i'�'�, t I (D 'tlllli� I -, �4 I ,�,tl � r ,,I,'i:� �_ � L I I ii'p, ` ""', ; , I ... "I 11 -1 , 11 '' � 11 , "� w (D ' I., i 11 , � 11 i , -0 I , 't, USE THIS AREA FOR SPRINKLER - ' 11 I i �Q 11 - , RISER WHEN WATER SERVICE IS ,� I I : (D � AT FRONT OF STORE. "I � it P4 14-- 160' WATER TO 140' WATER 11 ,it, .1, I 1� _1 MEAT PREP SINK & ALL AREAS EXCEPT ' 11 "I , ,,',,'I' � I : u _c _I? MEAT PREP MIXING FAUCET MEAT PREP SINK & 1. LD WA i � 4-3 - C . A , MEAT PREP MIXING FAUCE. I SUPPLY I I 0 1/2 W. D I I ryo, m D I I I I VALVE I'-O* AFF. . * If ,( " - - ,, "I - _:� R i T W) I l - - - - - l il , 11 � - � . _� -- - - - - I L -� ..... : I 11 , I T T T � i i - IT; t T 11 --a-- SHUT-OFF i - " I I - VALVE ABOV - CLG. VALVE (N.C.) � . , T 314- t; I .. ......... _1,1.I_ I. _.. � I I I "I I ,,,, f . , ti . I- I I . I T_ Ii I i .9 & - -, � v WASH - EWH . N ,* ? No. 1I 6,,I � _ I "I " "'It" � 11-1 `� 'rzWt,,�� IT i � _;�, t! � " "� P 1- l , ___ :: 119 GAL - ... , W's 1 REFRIG. PIPING _ 11 , I It. I - �", _`,l',i ....... 80 GAL. BY REF. CONTIR. I THERM- i � ,,i� , fir , ll�, ;, I Li"! � - - L_ I �,`,,,'�,,T% :. T , �, ,,, _ , I _�� ,;, , Is -IT � < STOR III I - " , AL"li'k. I ---- 1 I �, "i, " "I , "" I , CAN WASH , I - . it AN WASH � , , I � ., T, ,,, , I SEE NOTE No.7. , 11 I 11 I I �� 17 � ,,� It ,-,;, 'I, ,! IT i, ,,�,�,_i "I'-, , NOTE: - , �, L I l 1 I . , .1 I I I I IV, " I n_,l ,�W'�'`, �`!,, RELIEF & DRAIN VALVE LINES I �F�,'�i� . I t S IN : , I I "I I 1�_ ,,,, , , li� 11 � I SEPERATE DRAIN LINES. ,,,, ., I I I Tj BOSEK, GIBSON &ASSOCIATES, INC. ENGINEERING CONSULTANTS � DRIVE * WEST PALM BEACH, FLORIDA 33414 A (407) 790-2967 MV t 4 W,- -7,4--pw4— -r�"Av g�g x xe .11Z 4m wv- IV g". W�4-� 301 "A m All N kF" F"Mm- IVY . ....... . ... y ov, V, IVA a V NO 1p� Al , 'W"i 44 I M? VZ�i a, TO G9Lr,4,W ----------- -4* p P-3 7"'t gg PRODUCE PREP I-V 4 4" W.0 er'p-8 P-81 1 2' VTR 4 25'-11" P-9 -V Ll It -'- I I H S ---� �i a I H "' , ,,{ i D LOUNGE 11 ______________ LB-16 _ O F- g I I Cn ' s a ,. h 7'-0" A.F.F. I - (TYP OF 3) O_ i rc ,.; e' ' �. =s e, 'x rov k '1s`' LW. G - e rn v O UP + K I _( 5 ' ..i " °' lI `� w v` TD ,; ,n `„<., [' (. ``'` �� h x , fi = l- ° PANEL 'E' I p ,, . t`, _?,,t ' " ;t m t - ' . .,; at # ' �� .. k ' f i^ S y '"I � i e 3" i` '. Y W R 4 z re f 3 vc k L,' r, ' '.6r � _ �: u" S a 4 PA-23 i ,. . 4 ': + r LA-23 . DAIRY GOOIER O 5{, i[ i , v, s�.s.,"' .:;. , ., P P I i - " SEE NOTE No.3 ROOF EXHAUST , ,; ;., , ;` , ;',".' .:. - - " FAN 115V.10 SEE NOTE No.4. y tin- 1 2C HP: BY .. t n" ? - . _.:.. „ ..__". . .. -. , " . _ .... _.,.. MECH. CONTR. i WC. D Y i .; L ,. ;ve• ^ ,.ate', r. ELEC. CONTR. i .' .t ✓S � , .Y y i h" i Y F5 4 ,' S ,. .. - Y A O - fi s;<a v",- `qs ': �-, �� `trr< E 11'-O" A.F.F. I I 1 m TO `, - ,.,; h ' o f , 1 ; - 7r a+ ' PA-23 i f PANEL �<..:: r: ".. �, ,.E } 8 E - %' �.,# z °=; K j•., r:.: < „ ., 3'-w r -'' ;::,, ICE CREAM FZR MEN WOMEN I L .` ° ,, ,., .., rs ,. x P P ) 4 j"OLL SEE NOTE t0 II � o �5 v F• SEE NOTE No.4. LB-29 b< �, s,' i TO i % N w�a ,i * . ,. .. - ANEL A ��_ 3 A � LB-2 I ""' -'>•t ,._f B N ' E f 0 A.F.F. 1 I L '..i ;"' - - -r r ", +t 8 A.F.F. F I E ' '_! ^; '- '^ SECURITY RM 0 C RRIDOR No 2 I ,� 11 -0 A.F.F. - gy 4 rf. j " ; f. F' 1 ' I n A5n 12 -4' 8' fti, SF i xi „ r \ f" 3 ' ,. .:: ,..,: , ,. ,... ,. t _., s. m y._. ,r+ ., -Y' i , , , rt + , . k �n S, 3 k_ j( , ti .. "r i jr is '.. ,. , ..:: .a r, ... 3 .. , , ei.i ... ,v,r . :..: ... y. . F ., �,. N. x . sw f .,'. S. , :.p r .... .�..., ?. F .. r ,,, N .r .' ;. a .. ._. .:: B' q. :.- .. ., .. .T, L �_ .1\: :,<'° "��>w, .>, x "A';, "^'" '1" , �,'... "r v4 L. . t T} ,i,, 'ax ` '=` i'`a'@'t' y, xi""�y&5": { I L ' (� �i.. r` `` .. _ ... #� �,r' f'iw. ?'i- �. \ }" .a M I .3 .. b, Pa -:' ,, hF a ,< i i74-i , �_I � /'�. +iy ��-____ /i y' ti„ wid ', '�d xb.' -` xn S' �g� 14�1' .t '� ,~' ,k";' e k�'l(2` '' Y # ,-, +- ' 7 )� i s �, 'yew e t, -4 >,' <, o'^ n'v i x k,'.°e,{ �"�;' x,.'S e��,-, x ris' -G,.'c 1 \;,, °� �,, s� .,;G �� r 1. ELEC. CONTR. ITO PROVIDE ALL CONDUIT 4 e :. t`t' '.ux t t�.t �'�,_' ss • ' �,. drA �i k. ro -i`rtPk n 1 t : .as -`� d ar. > s a., 3ya; 13 i,�� t�'- , .ae ... 7 s yawl, i, , `i'y �x3 q... a ti ,. � .,��� �r a , 4a r s4 � &CABLE AS SHOWN ON DRAWINGS. > a,, s ": .yj � }i: .� � ", i ,ft, N� ``v�'t`�*5 `^,n Spa' c, `s� '�", d .`.. f� 2 e ,, ie �z; A°, ,ks^,.,, ry x ,. .r '" a. p '~ h Y" < m r, a: '^r e ,.: -r i' 3 b " �.. � t +` ^`.A': ,; "' ' t+ s'' a d > ' ` "k. a �t , 3 � �,. z..,x T.", rl ins ,T= � N ,1 'rk ,� ?-:, �., ;. �« '1>R.�: y-w a I±t a...S .. f'7 .:rc•' : > "'.^g g;�� ".I u� »,h , r x .: a ; �,,.� r 2. METAL HALIDE LIGHT FIXTURES FURNISHED AND ?��5,}.:,' }1� ✓vJ,fi,"p,,:x e 7:: ,•y Y#1, t .3.,�wP Tx Orr S7 m•{ , cn dnt, # ;�v, +v, i ,- °' v K i n, V ,,. f� .' �_.� ,; F ra. eh, a �a ��, d HUNG BY FOOD LION fi xr; spy: �p� ,,..,' f ss,, , (, ALL WIRING BY ELECT. CONTR. vc1<^+1 ;`�F d 'R�?rw, ax k F t ;,,- x �a x�,4 <a q,n.. ° cnr r. .rs s r r '- � � t 1 a _ i , �x t" � t� a �" AFTER DECOR IS INSTALLED. l '" �, �"7 ' F wn ',i2� #t i" x uc Arf f+p#yIf ,t, x!�� .wwg ���M >.Rt aYxnY ,} r y y aY x( 4'. Yr�=,rffi� �%{-" s 5r�"" "j+f yy1�y" xw L} .: t` i p?v, ��' ��xieF` K's f� ..�T'.i 'i4 ' ",?SNe Y" ( * 1 b$� ire.'' ,' L i$ 3 d 6 ?±"��' p - , FIXTURE J SHALL BE G E #C 876N501 120V 250W x"'' a is 14+ r .., Sq\ iti z, y;, fE" >i�. ; 5•F z.. ...";I t 5: z., �,", +rt^', i. , ," s'3+W� R, :-m k '4 . :..' . I, ,, ?'=-yq"",,, ^ -. keY .� tt �"ZRl � ,,� . ,, , .,yLt€,..„. �� "' v . ,�,�>,• r; n ,; LUCALOX LAMP & PHOTO ELECTRIC RECEPTACLE W 3,G d .. ,�, .?+€`.' '�,.,. a`,`:;.� CE g . . ry x v 4 ,5�' v:T 5„fit „'�9A. ... �� i „�`,� ' H M ET & A M. � a<, .x 3 � `,� z u 11 � '- P OTO CE VIDE WAIL OUNTING BRACK „� � �� :�,� , ,� ,,:� � � ��� ��., ^�,� k � � _�,��- ��� �, •. LL PRO R �:; 1 Y.�•sT` , »� :4. f #,M r < "4 r'yiny ;_��x\ "� �,�4 �e�s ,�.'. yc�,:r ��#eyP.,, �,"= i .i .. ,r�r, '�•`s x-s *a �p c�` in ��� i IY �i�u �i gz nn".' ::_- '„,f Rau `, r€,uuF p $: "'Ja.,yw�{ ti°,rJ,���'m`a.�w'r"<, 5�`' ii '"'''»: :a'4 E`'�„�f M. r,i t - ,� , , ;: ,:.`-a ,.., ' _ �. �,Fw r r x ,mP ,., 1 4. ELECTRICAL CONTRACTOR TO SUPPLY COOLER LIGHTS . ; '� I�, °�, AS SHOWN & SHALL MAKE POWER CONNECTION TO i '`" ' ,' ALL COOLER LIGHTS. (SEE LEGEND THIS SHEET.) 0• r t :+4 e a ° '_,'.s° ,:: 44 -0" g -0• TO PANEL E ,:+. , �_ ,', __:... MOUNT SNttCH ON TOP 5. LIGHT FIXTURES IN GROCERY STORAGE & .. ,,. , OF POTATO RACK. . ` CORRIDORS TO BE HUNG FROM BAR JOISTS 012'-6"A.F.F. NOTE 7 2 (�'-((''�� 11'-O" A.F.F. 6'-O" AF.F. 6. SPOT LIGHTING FIXTURES IN SALES AREA l'J E I ARE FURNISHED &INSTALLED BY ELEC. CONTR. A A A A A A L A A Lam . ,A.F F. AFTER DECOR IS INSTALLED. � T� ■ m LB 20 2 / 10 f , a ,s _, i. E N-�i uJ 11 , " ,. 7. LIGHTED POTATO SHELVING UNITS WILL BE ASSEM- U `�.n - .a,^ .y L 4 BLED W�8' 2-TUBE FLUORESCENT FIXTURES INSTALLED �/ BY OTHERS. ELEC. CONTR. SHALL MAKE POWER r"'+ N CONNECTIONS &SUPPLY LAMPS AS REQUIRED. W /2. C �, �' } �r�in x � u J �� W/ 2/10's `f 1v g �;�r� 8. FLUORESCENT FIXTURES FURNISHED & INSTALLED t �� BY ELECTRICAL CONTRACTOR (UNLESS OTHERWISE NOTED). .I O u L$ h, , I , . - 9. EMERGENCY LIGHTS SHOWN ARE A MINIMUM. IF ADDITIONAL E'I ,< u-34" x � ; tea. "_., LIGHTS ARE REQUIRED BY CODE THEN ELECTRICAL CONTR. r � * f : l m SHALL PROVIDE THEM. i • z 1o'e ' , y,._ 10. RESTROOM FIXTURES SHALL HAVE (2) SINGLE -LAMP c L BALLASTS. (� L n/ A L 11. THE FOOD LION STORE FRONT SIGN IS FURNISHED & HUNG F.L( t LB-26 BY OTHERS. ELECTRICAL CONTRACTOR SHALL PROVIDE O up . `SEE NOTE No.2 L SEE NOTE 6) PIG -TAILS, WIRE STORE FRONT SIGIN, RUN TO APPROPRIATE (TIP OF 8) (TYP. OF 8) SEE NOTE No. 6 CIRCUIT. (TYP. OF 5) - 7- A G 12. ALL JUNCTION BOXES LOCATED IN COOLERS & FREEZERS Q 8'-0" O.C. 9'-5" /� c C CTYPICAL) C ARE TO BE WATERPROOF. AFTER ALL WIRING HAS BEEN U . COMPLETED THE ELECTRICAL CONDUIT IN ALL COOLERS & a/ A A A�# ..' FREEZERS SHALL BE SEALED ON THE INSIDE WITH CAULKING rr1 A � "k " ' AT THE POINT THAT IT PENETRATES THE COOLER OR W m 1.5 FREEZER PANEL- :__ , . -. __ , � . ,...: " iTi - , #al'x c e `w\ } W"I r §[ "F. " i'(„ aaoPFe°""''"", - S g ! c� w ,- ; dtr' i=,x ,.aa ¢ Y ufku.,;# rF i 's^c . rt` ,�" �'x� a 1�., +`? 3 LA-12.1J LA-10.11 r7 ,n'%' ,�i��k V .. 1� LA-8 , LA-8 LA-1 v1 1 r "',n `� e erne= Si' r a•"c: 9 n « r :!! .. r vsYaxw ti {�, t y4, 1yi k' Y y' 'ti 4,� ('� mJ vY3- e hL�xf Ps 3 k f ; 5 `7'* *c, xtek'°��� d �/1 +:+ ' i s C (�y1 -MAKE CONNE TION TO 't r , r ct ..p a "1 , j, �m ALARM BELL 9' 0" w., a '�,.. :" , I ; /' LA 5 x:. .. q,'t tom.. .. i yy�� .# k^ 'r'x ,.. .�, n. ...... , er Y ... _.. , o :..... _ ,, d Z 0 WALHERDUCT f a ',.i a, ,r5 - . t +..r G g s _. STANDa."+,. 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Y s .. �. ., .•; ,� ,w: ,.o -i. r :. ,: .: v-. .. .. ... , > nY .,. ,. r,.... ,. , .,:.m 1 .., .z ♦ :..:. . .e. e e'. r , + .. ...., 5,.,,, ✓ .:"..5 , .. ::: a.. ,� .:_. ,, v +- ,r:: a: ,. -. , :. , b .. AF y „ .,... ,., n 1;, .f W- :': !iC s .:r r . , v " f I ,sl, rF_. "A's 3 ,w .-, : , ,Y, , --:, . ,..+.. : :: ..:. ,... r - .. , m , , .:... ,..r ... v :..:. ,. .., , ., , , .. v ::. P-. , r ,- z Z , ¢g. J P" x ... .., , .. .., .: ., , , ' `. >, ,,: ,,,. , ,, r..., .. ,. .. „ :.. ,, a e ,., , r i ., .. .. 'x - ' .., . y. . a, .. , - , ': - .. ., :: n,; s,. , :. .. „ "m .. e; , 4 „ ':. r,.` 1, , a r , 4' q� v ,3 .. , 1, v , s , , t - .. .}sm-r : ` , F,' "AX-. .:,. ..r.. , m :. , , .,. n .. . L ,I ,;_ LIGHT IN P G LAN ..v :., , -.r .. - , ;. , '. L - :. , r 4.' ; ,. -- ' , - y ' - , , t 3 <r t EQUIPMENT ROOM P LAN a ;bu � LO U N U° L `t� x w 33 t' E t: { g l o I GENERAL NOTES: 1. ANTI -SWEAT HEATER CIRCUITS TO BE 2 WARE, 1 HOT AND 1 NEUTRAL & , MARK NEUTRAL TO IDENTIFY AS NEUTRAL FOR ANTI -SWEAT HEATER. 2. DIMENSIONS FOR CONDUIT STUB -UPS IN SALES AREA ARE TO BE HELD WITHIN 1". 3. ALL UNDERFLOOR CONDUIT FOR REFRIGERATED CASES TO BE 1" 4. ALL CONTROL WIRES FOR CASES AND WALK-IN COOLERS ARE TO TERMINATE IN CONTROL PANEL ON COMPRESSOR RACK IN EQUIPMENT ROOM. ■ (Tj 5. LIMIT SWATHES FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, " MOUNT ON OUTSIDE OF FREEZER AND ABOVE DOOR OPENING. p ■ 6. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 7- m (2) PURPLE FOR DEFROST TERMINATION. w �lknJ 7. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: � 1 BROWN 1� LI, U ORANGE FOR FAN CONTROLS i"+�1 ■ (1) YELLOW � ITTto 8. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: H \ �2 PURPLE FOR DEFROST TERMINATION. '(n� 23 RED FOR TEMPERATURE CONTROL P-1 Lo 9. ALL ELECTRICAL WIRING WILL BE DONE IN STRICT ACCORDANCE W/ THE N.E.A. O NO COLOR CHANGES IN WIRE RUNS, MISLABELED CIRCUITS, ETC. ALL WIRING SHALL BE DONE IN ACCORDANCE TO FOOD LION STANDARDS N NO SLOPPY WORK WILL BE ALLOWED. 0. (2) POWER WIRES REQUIRED PER REFRIC. CIRCUIT FROM FANS TO CONDENSING UNIT CONTROL PANEL. THESE WARES SHALL BE BLUE. x n 1 2-WIRE SHIELDED CABLE, BELDON #8760. r (2) #14's TO RESPECTIVE RACK & CIRCUIT SOLENOID VALVE: COLOR Ln�`" CODED RED FOR TEMPERATURE CONTROL. ■ r� �� *a 13. ALL CONTROL WIRES TO BE OF STRANDED TYPE. 1I �114. SPECIAL FLUSH FLOOR BOX TO BE STEEL CITY MFG. OR EQUAL. PARTS O NEEDED ARE: BOX No.804, TILE RING No.P-60-CP & COVER No.P-60-3/4 , Y 15. END PROMOS REQUIRE SEAL TIGHT CONDUIT.: ` 6. WIRED TO FAN UNITS LOCATED AT TOP OF CASES. w fYt U ff1 0 Al �q N NOTE: EACH CONDENSER IS TO HAVE 1 BLACK, 1 WHITE & 2 BLUE WIRES. � ►V R 2628,30+` ~� 4 4'e 240V., 60 AMP, 3 POLE W.P. NON —FUSED a s DISCONNECT. - ■ r R-19.21.23 . 4 #14's } ¢jj a 24GV., 30 AMP, 3 POLE W.P. NON -FUSED f� FA" ` DISCONNECT. .. R-20 22,24 2aa' .yqy 11 ;y*., a 14 aSi.Sb t 240V., 30 AMP, 3 POLE W.P. NON —FUSED DISCONNECT co i rt+p f d i, TAIL FOR CONDENSERS ON ROOF. �j L � R say. 4`T � 3"<r➢ � TIT .,. � � � due+ �, �•� •. � q t% NOTE: THERE SHALL BE ELECTRICAL CONDUIT RE - f RUN BEHIND THE REFRIGERATION RACKS IT SHALL BE RUN ALONG THE WALL TO THE �"}-'r LEFT OF THE REFRIGERATION RACKS UNDER O "i-`�T4 �ti r.. o THE FRESH AIR INTAKES. tP+A. w }2 i^e U 1 O Y f`� � � >�i ' fe f � V � 4� •�• 4` s :a w j4� /off L l a Q a. u s —X R-7,9,11 R.�, ss" CI `�- 2.0 -��1 m c 0. a 3 U EQUIPMENT RM. HVAC ,, 7771 DOWN 1 21 Y4 22 q +.2dP.f' YF.^...��. Ert fi i� t i t.! y�^Fj v FiYn 1 K GIB t^. aENGINEERING CONSULTANTS v2518 BEDFORD MEWS DRIVE v WEST PALM BEACTI, FLORIDA > 1 1 1 SERVICE ASS CRT. CRT. AMPS SERVICE 36' HZV PRODUCE - LIGHTS 15/1 1 2 20/1 10 DR LV5H FROZEN FOOD -LIGHTS 36' HZV PRODUCE - FANS 15/1 3 4 30/1 10 DR LV5H FROZEN FOOD - A/S . 10 DR LV5H FROZEN FOOD - LIGHTS 20/1 5 6 15/1 10 DR LV5H FROZEN FOOD - FANS 10 DR LV5H FROZEN FOOD - A/S 30/11 7 8 15/1 6' L5F FROZEN FOOD -LIGHTS i t "r' a 10 DR LV5H FROZEN FOOD - FANS 15/1 9 10 15/1 6' L5F FROZEN F000 - A/S SPARE 20/1 11 12 15/1 6' 1-5F FROZEN FOOD - FANS SPARE 20/1 13 14 25/1 5' LDIC DUAL TEMP (PROMO) MEAT 12' D6 EGGS —LIGHTS 15/1 15 16 20/1 24' D6 DAIRY -LIGHTS 12' 06 EGGS - FANS 15/1 17 18 15/1 24' D6 DAIRY - FANS PRODUCE PREP FAN COILS 15/1 19 20 20/1 SPARE SPARE 20/1 21 * 22 20/1 DR. HTR.O STOR.,ICE,MEAT & DELI FREEZERS MEAT,DAIRY COOLER&MEAT, ICE FZR.LIGHTS 20/1 23 24 20/1 PROD.,TRAY COOLER&STORAGE FZR. LIGHTS RECEPTACLES IN LOUNGE 20/1 25 26 20/1 SPARE RECEPTACLES IN LOUNGE 20/1 27 * * 28 20/1 SPARE ' 24M4A FRESH MEAT -LIGHTS 30/1 29 30 20/3 EQUIPMENT ROOM EXHAUST FAN No.2 24' M4A FRESH MEAT - A/S 15/1 31 32- 24' M4A FRESH MEAT - FANS 15/1 33 34 F SPARE 20/1 35 36 20/1 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE t ABC LOCATION: ELECTRICAL ROOM ° PANEL MOUNTING: SURFACE 'F .; ti SERVICE: 120/208 V, 3d, 4 WIRE, AC, FULL NEUTRAL. # ' MAINS: 225 AMP M.L.O. k BRANCHES: 20/1 OR AS NOTED CABINET: "SQ'D" NQOB -SIZED FOR 42 CIRCUITS �k LOCK ON CIRCUIT. SERVICE CRT. PC CRT. A' SERVICE 12 BLANK r `■ u 14 DR LV5H FROZ. FOOD —LIGHTS 30/1 1 2 15/1 32' TZP PFOYCE — FANS ELEC, HEA No. 1 80 4 ELEC. DUCT HEATER No. 3 U ,•,•� 14 DR LV5H FROZ. FOOD — A/S 40/1 3 4 20/1 10 DR LV5H FROZ. FOOD — LIGHTS 14 DR LV5H FROZ. FOOD — FANS 15/1 5 6 15/1 10 DR LV5H FROZ. FOOD — FANS } 7 DR. LV5HF FROZ. MEAT — LIGHTS 15/1 7 8 30/1 10 DR LV5H FROZ. FOOD — A/S r 7 DR. LV5HF FROZ. MEAT — A/S 15/1 9 10 20/1 24' D6 DELI MEAT — LIGHTS«a t + 7 DR. LV5HF FROZ. MEAT —FANS 15/1 11 12 15/1 24' D6 DELI MEAT — FANS_ 5' LDIC DUAL TEMP. (PROMO) DAIRY 25/1 13 14 25/1 5' LDIC DUAL TEMP. (PROMO) DAIRY f—+ 24' D6 DAIRY — LIGHTS 20/1 15 16 30/1 40' D6 BEER — LIGHTS W O 24' D6 DAIRY — FANS 15/1 17 18 15/1 40' D6 BEER — FANS LOCATION: ELECTRICAL ROOM 4- 12' M4A FRESH MEAT — LIGHTS 20/1 19 20 20/1 SPARE PANEL MOUNTING: SURFACE rF+1 12' M4A FRESH MEAT — A/S 15/1 21 22 20/11 SPARE v n 1 12' M4A FRESH MEAT — FANS 15/1 23 24 15/1 DAIRY COOLER FAN COIL SERVICE& 120/208 V. 30 4 WIRE, AC SPARE 20/1 25 26 20/3 EQUIPMENT ROOM EXHAUST FAN No.1 IDS, 800 AMP M LM SPARE 27 28 BRANCHES: AS NOTED��?III!; 1p^L SPARE 29 3Q, "SQ'D.. - SIZED FOR 18 CIRCUITS F� RECEPTACLES ® GONDOLAS 20/1 31 32 20/1 SPARE O 33 34 1SPARE r�ir ^ t.T, _' M'� ■ _, ..ar 35 36 SPARE Ln 37 38 SPARE 39 40 SPARE ` ` x BAMPPSS CRT. EM CRT. RAMPS SERVICE O L 41 42 .SPARE , wzg'w '` " 20/1 1 2 20/1 MEAT PREP SCALE H-/ F� 4- A C 41 YV -z, 0 3 4 PRODUCE PREP SCALES LOCATION: ELECTRICAL- ROOM B § e 1 `. ,;`f r BOARD 5 6 15 1 BIAS VOLTAGE FOR c„ r; 1 � WATTS TRANSFORMER PANEL MOUNTING: SURFACE ati ae w n = M x , xi,tip �' ��` kk 9 , o sr a-, I OCK 7 8 "`' PANEL 9 10 20/1 SPARE 2J SERVICE: 120/208 V, 30; 4 WIRE,AC, €ULL NE[) VITRAL. t fi Ln 4' 11 12 Y MANGE. PANEL W s;.; 1 i k fir, MAINS. 225 AMP M.L.O. a' +' i e n u ' 13 14 EM TROL F TS F- BRANCHES: 20/1 OR AS NOTED ,•` ^ ,, .. �'' „,::; r ,. ... + ':.. ., ., ,1 .. ... ' / '�. '4+ 1s 1s TRa F � L r • CABINET. "SQ,D" NQOB - SIZED FOR 42 CIRCUITS 1 �k LOCK ON CIRCU?"ram � ..,''a ,� 's ;� i� 17 18 F BOSEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS IlL�y 2518 BEDFORD MEWS DRIVE A WEST PALM BEACH, FLORIDA 33414 (407) 790-2967 comR'3 0 3. O 0 sheet of E-3W seal ro0 5 '� mu HE PA SEE SHT+ E-7 FOR CONTINUATION „ 3 4 J.g, 0i 3/4' C. 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I � -I - ,�� 1�' 1�v �, I �iq� I & 4 �, 01`7ji ITI", 11 , i �I, i� . 5 = comm. �� 11 8303.00 1 1 � � I sheet ? of E-5 Eseal 4 "AW '075- 3LOCK W/8 TER GROUND 6 vCCOMMODATE A w FROM YELLD PREVIOUS I) M� --e29 11 2 CABLE AND TERMINAL BLOCK _G3e TERMINAL, YELLOW Y V r LLOW SUPPLIED AND INSTALLED BY ELL: T \4 YELLOW 4 L"ACKA K TO NEXT .. _ I ELECTRICAL ELECTRICAL CONTRACTOR AT BLACK BLACK BLACK LEAVE A PULL STRING CT REGISTER STAND. CABLE TO 4� 5 TER 5 1/4'C. RED RED FOR OTHERS. BE "BELDEN" PART No. 9855 BLUE " BLUE TO NEXT , -,kt, -ec)& RED Tl4', BLUE BLUE TERMINAL. MICROPHONE. (2 PAIR, 22 AWG, SHIELDED, 7 -e 7 E�- 8 TO NEXT BE) 42X4 J,B. FOR ALARM.1) 4' ,,-SINGLE GANG, MASONRY #2 DUCT FOR W/DRAIN LEAD.) TERMINAL. BOX FLUSH TO OUTSIDE. 0 0 3'-8' FOR ALARM SYSTEM, COMMUNICATION.— �JUNCTION BOXES 0 0 10 0 n r-1 W/mr-CEPIACLES. 2 TERMINAL BLOCKS TERMINAL BLULK #4 DUCT TO �41' �!l 3/4'C. STUB OUT ABOVE COUNTER6 P.A. \-ANT, 21-0. - "CR'l PANEL 1/4' CONDUIT. DOUBLE ROW W/8 TERMINALS, DOUBLE ROW WIS TERMINALS, & LEAVE A PULL STRING IN CONDUIT. •a) E. 8. TEL7 Alt -3/4'C. 0 TERMINAL BLOCK TERMINAL BLOCKo �'xM FO2R ALARM STUB4OUT, (4 WIRING DIAGRAM, S WIRING DIAGRAM, 7MICR PHONE, SYSTEM, 4' �SWITCH BOX, FLUSH N.T.S. �E5C) N.T.S. TO OUTSIDE FOR KEY ESC 3/4'C. STUB TURN ON FOR ALARM. #2 DUCT FDR THROUGH WALL— COMMUNICATION, /4' CONDUIT. 4'x4' J,B, Lr) FOR ALARM. m ELECTRICAL CONTRACTOR SHALL ELECTRICAL CONTRACTOR TO SUPPLY & INSTALL AN L3/4-C. LEAVE A PULL STRINV #2 DUCT. ENCLOSED OUTLET BOX. BOX TO SURFACE MOUNTED SEE WIR qG FOR QTHF TO REGISTER STAND BELOW REMOVABLE COVER, ID TELE. I "_ DETAIL T.4. yl SIZE OF OUTLET BOX TO BE 4 11/16' SQUARE WITH OFFICE FLOOR, "x I 1)4'C. dvtii If "hoxv-, 11 , -, A DOUBLE ROW TERMINAL BLOCK W18 TERMINALS, I III "I All i, I DIA. INSERT g - L- COMMUNICATION TERMINAL BLOCK HAS TO ACCOMMODATE A STACON PANEL #436-2-2 lyi 4 5_�1 ji CONNECTOR. >: t :4 CABLE AND TERMINAL BLOCK REMOVABLE COVER. z #2 DUCT FOR 3/4'C.--y ..... .. +11" , rk SUPPLIED AND INSTALLED BY, COMMUNICATION, m 0 I ELECTRICAL CONTRACTOR AT kl V < NOTE 1 FOR ELECTRICAL OUTLETS REGISTER STAND, CABLE TO A 01 -5. SEE SECTION No,2 SHEET E BE "BELDEN" PART No, 9855 2' DIA. INSERT w W/DRAIN LEAD.) --- 7 ------ #436-2-2 OFFICE STORAGE�T:�'t (2 PAIR, 22 AWG, SHIELDED, K'7 BOX No. 224S (TYPICAL) W/404 CAP.- 2'C. W/BUSHINGS & THREAD -FINISHED FLOOR, 2' HIGH. (TYPICAL) M -W #-lopt, M �kr % 6& 0ts 2 3 4 5 6 , "TERMINALS. INAL BLOCK DIAGRAM, CO N.T.S. a a co u #IL.,DUCT TO N i PANEL. W LO 7 ) LO ""--REGISTER STAND. � U ,LECTRICAL CONTRACTOR SHALL LEAVE A PULL STRING (D IN #2 DUCT FOR OTHERS. ap 1/4' CONDUIT. C) vo 2141 cm9 -0' 2' ECTION RECITSTER" pq�wqugw4r; OR -4 5:-! gvNINIA A0 GENERAL NOTE MR _0 WWI 1 111tr CHECK-OUT STAND, la ELECTRICAL CONTRACTOR SHALL DI AT L 'A U W/FOOD LION REPRESENTATIVE, WHICH REGISTER q Aj 0 T: LAYOUT TO USE AT EACH FOOD -A. _EGISTER CHEC ETAIL LION SITE,,, ...... wa 4- iev mr, , _i, - - - ��Q �nllill R� V "i 0-g On 0 11-01 2_ t 1/2 To 3/4'C, STUB OUT ABOVE COUNTER % 2. ELECTRICAL CONTRACTOR SHALL LEAVE A wic &, & LEAVE A PULL STRING IN CONDUIT. E E V " tZ" �W. STRING IN THE COMMUNICATION DUCT BETWEEN REGISTERS FOR ❑OTHERS, _5 Al, REG*5 RE( SEE WIRING SEE WI 3, SEE SHEET E-5 OFFICE, OFFICE STORAGE AND DETAIL No.5. DETAIL REGISTER ELECTRICAL WIRING. 9 9 REG,#1 E5C REG*2 REG.# 3 E5C REG.#9 REG*10 D SEE WIRING SEE WIRING FROM OFFICE OUTLET BOX DETAIL No.5. - DETAIL No,5. E WIRING DETAIL Nok. A (DETAIL No,4) THROUGH 43 COMMUNICATION PANEL, L #4 WALKERDUC 0, in, 0 ll� 0 l 4- ---- ------ T SEE NOTE #2. SEE OTE #2.-'y SEE NOTE #2. SEE NOTE #2. SEE NOTE yi; 2,-V > L j; OM 7. (0 PI ill Y r, ' g OFFICE OFFI Tpi"Mg M� s, wi �4 5 t A, 4 TOGGLE SWITCH, MOUNT IN BOX ON TOP OF WTR. HTR. .1 Wl K"i'm kq MAKE CONNECTION TO LOWER BOTTOM TERMINALS OF T'STAT. MAKE CONNECTIONS TO TERMINALS DISCONNECT EXISTING LEADS 6 &7 @ HEAT RECLAIM BLOCK. i & WIRE NUT. (SET T'STAT AT 115° F.) — J 7" 'i'l IN ":Adni 60 6 7, 119 GAL. WATER HEATER fy 'AN" ZN. I Ik 'o ev e_ A (THERMA—STOR III) LOCAT R M ED IN JANITOR n ll, 'w I f, — i, r eel, etc CONTROL. IVA' —4, A kF FIELD WIRING FOR HOT WATER A_ et I 11 C7 111" N, MAY BE ON CIRCUITS THAT ARE OFF111, V. ER E _s FAN DELAY ANT DEFROST OPT, & DEFROST? FAN CON HEATERS TEMP. HERM. THER. RELAY, MOTORS HEATE, LIGHTS (2) THERM, Iml Mic - —evlWe, I ulllmuL FMINLL ull ll,,4Fey ,611 X't -eli" Ule., L k, 4, -tot- - v! ULINLK( INU I LY Il"A Ali COMPRESSOR RACK, % 1. LIQUID LINE �SOLENOID VALVE FURNIS1[ pryC MANUFACTURER AND WIRED BY ELECTRI A PC TYIA I 5_1 2, LIMIT SWITCHES FURNISHED AND INSTE Peet,, M, x, Irr" lrF l`�,"- "', , 1-l' , I'll " % Nl�l - z. v�, lIt�', A" �R w'I", Ny- let Ae� "A il _4" V lk a I, r. e4, 3 POWER WIRES FUR ALL FAN MOTORS A �le� "Ail q, Do, ell, I, 1 ma I,Al 111,�x 1-i l, I,, I Iell , el" Wel e' LIMIT D.PS, 114,1, All FAN RELAY L-------- L - — — — — — - ,7,77 L--------------- — ".E:,^-,.a-i,y.+,3�,-.w, T „ , LIQUID — LINE G------ SOLENOID VALVEG ------------------ T; 8 0 ------- BROWN ------------- 0 Ti F� lV P,� tell ell L 0 a ORANGE L _;'T F 0 a - — YELLOW — — — — — — — — — — — — — — e FAN DELAY & DEFROST CONTROL PANEL ON TERMINATION CONTROL COMPRESSOR RACK, MOUNTED IN FAN COIF,;, NOTE1 FOR FREEZER COILS USING A 3 WIRE FAN DELAY & DEFROST eA TERMINATION CONTROL, REMOVE JUMPER BETWEEN L & F AND WIRE THE CONTROL —COMMON LEAD TO TERMINAL BLOCK L. I� r: CLOSE ON RISE LEAD TO TERMINAL BLOCK 8 AND OPEN ON 4 RISE LEAD TO TERMINAL BLOCK F, '14 TYPICAL STORAGE) MEAT 'eI W,FREEZER CONTROL", 'A" le el Ie- NX01193110 )K 1. ALL DEVICES SHOWN IN REFRIGERATION CYCLE, IF 0 2. DEFROST HEATER IS NOT USED ON GAS IINAOST. 3. FI LD INSTALLED JUMP. WIRE.-- L Ir W4, Q rd !V;-4 le lt�� H FTF1 T1 W T ORANGE L LO --------------- "Ji, JI' F YELLOW F Ig FAN DELAY & DEFROST CONTROL PANEL ON TERMINATION CONTROL COMPRESSOR RACK. MOUNTED IN FAN COIL, NOTE1 FOR COOLER COILS USING A 3 WIRE FAN DELAY & DEFROST TERMINATION CONTROL, REMOVE JUMPER BETWEEN L & F AND WIRE THE: CONTROL —COMMON LEAD TO TERMINAL BLOCK CLOSE ON RISE LEAD TO TERMINAL BLOCK 8 AND OPEN ON RISE LEAD TO TERMINAL BLOCK F. n. TYPICAL TRAY COOLER CONTROL WIRING _2 I . d revisions 8303.00 sheet of E-6W seal BOSEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS 2518 BEDFORD MEWS DRIVE A IVEST PALhi BEACII, FLORIDA 33414 (407) 790-2967 t 3 x4" BF.F. 8' .�. 0 z D_ 0 0 E2 Oy 0 U PRODUCE COOLER STORAGE FREEZER MEAT COOLER J.B. MOUNTED E LOCK MEAT 1 SHEET E u XV '' J 6"x6" J.B� 4"%4" J.B. O_ 8'-6" A.F.F. ` CENTER IN r - OPENING ON A , . THE RECEIVING ROOM SIDE. z' RECEIVING ROOM SEE DETAIL No. 2 SHEET E-4. TRAY COOLER JANITOR G s 4"x4" J 8 SEE PANEL_ ARRANGEMENT #3 € ¢ EQUIPMENT RM., 1" C. J J 4"x4" J.B. IN 8'-0" 6"x6" J.B. THE ELECTRICAL MIN. ROOM ELECTRICAL ROOM � s COM000000 a TELEPHONE _ s' BACKBOARD. c) , ,� z w LOUNGE Nn w ryx x U U fi + Q GENERAL NOTES: 4 1. ALL JUNCTION BOXS TO BE 2x4 UNLESS NOTE[ 2. ALL CONDUIT TO BE 3/4" UNLESS NOT *¢ 3. ELECTRICAL CONTRACTOR SHALL LEAVE ,. STRING IN ALL CONDUIT FOR OTHERS, AS$ 4"x4" J.8. THE COLIN Y comm. 8303.00 sheet of E-7 seal i SEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS v 2513 BEDFORD MEWS DRIVE ►PEST PALM BEACH, FLORIDA 33414 (407) 790-2967 d ■ i r t I 1P;.' " mfti r 2P-30A HEAVY SAFETY SWITCH W/20A FUSES IT Ts, R v, PROVIDE LITHONIA WG-9 WIRE GUARDS ON ALL LIGH MOUNTED ON 8' CEILINGS, (2 P FL E FIXTURES TO HAVE Oo BALLASTS, PROVIDE SHIELDS IN MEAT & PRODUCE PREP ROOMS. a3. PROVIDE e BALLASTS IN MEAT PREP. STORAG { fi z ROOM No. 108 AND ALL OUTSIDE FIXTURES"�1 ` 4. BREAKERS FOR LIGHT CONTROL AND ENERGY MANAGEM TO BE FURNISHED BY ELEC. CONTR. AND USED BY OTHER 5. WITH BATTERY BACKUP. �, z 6. PROVIDE PHOTO CELL WITH EACH FIXTURE r � 7. FURNISHED BY ELEC. CONTR. FOR USE BY FOOD LION. NOTE: THIS BREAKER MUST BE ON THE BLACK & BLUE Pl 8. PROVIDE OUTLET BOX ADAPTER —FINISH WHITE, CAT. I `; No. 8734, MFG. PROGRESS LIGHTING.` 9. ALL PANELS WILL BE LABELED W/ BLACfic it PHENOLIC IDENTIFICATION LABELS W/ TYPE WRITTEN PANEL SCHEDULES, AND PROPERLI ; 1 NUMBERED CIRCUITS. ' 10. ELEC. CONTR. TO PROVIDE ONE COMPLETE SET OF SPARE FUSES FOR EACH DEVICE. STORE IN WALL MOUNTED CABINET IN EQUIPMENT ROOM. VRtFY f; REQUIREMENTS WITH LOCAL POWER COMPANY , u , 11. ELECTRICAL CONTRACTOR TO SUPPLY AND MAKE POWER �To ' CONNECTION TO ALL COOLER LIGHTS 12. ALTERNATE LAMP FOR "G" WILL BE MFG. SYLVANIA AND THE CAT. No.F40/D835/SS t"/' Ar Fyn E Y4+, .aT z e f /2-C TAM AI - PER COD —#IU IHW I ICIS 5 RUNS — 3"C W/3—#500 MCM & 1— #3/0 THHN EACH TO TRANSFORMER MUST BE FURNISHED AND INSTALLED t BY THE UTILITY COMPANY. CURRENT TRANSFORMERS & CABINET MUST ALSO BE FURNISHED & INSTALLED t x ° BYTHE UTILITY COMPANY. FOOD LION WILL NOT ALLOW CTE s IN OUR SERVICE EQUIPMENT. t.. t.. yytj )W r ":! mot.+.�r '✓ 'L't, t. $ )� \ k [ L ✓ rvi.. i 4 f 7 n a e 0. ,e 4A 45 i e ^� aN A ,5 r y Y s y: l 't r y 1' ut .;. '. `a T. ii 3' ... ,..- ,., D...- a ,.. �+ ,Y..,... ,. „.:' ✓ x.• .,` .,. CC,'. 4y YllA TIT R ^ . T_IGHTING FIXTURE SCNE LAMP DATA VOLTS DESCRIPTION 12--VED WATTS TYPE ASA NASD A 2 75 F F96T12CWEW 120 8' 2 LAMP STRIP B 2 75 F F96T12CWEW 120 8' 2 LAMP STRIP �Z .e `: := 40.`" t•ry C. F48T12CWEW 120 4' 2 LAMP 3 2 75 F96T12CW 120 8' 2 LAMP D1 2 75, F96T12CW 120 4' 2 LAMP 5� PAR 36 120 6V EMERGENCY LIGHT EXIT LIGHT WBACY 20 WTG 120 .. _" 40 SPX-35 (G.E.) 120 PARABOLIC LENS LIGHT LU 150 PAR 38 120 LOADING DOCK LIGHT PHOENi; f .t 250 120 WALL LIGHT LUCALO _ 2 40 F F96T12CWEW 120 8' 2 LAMP STRIP UTHONI 1 _ 50 50ER30 LITETRONICS 120 SPOT LIGHTING PROGR VAPOR PROOF W E KASON Q 120 LIGHT ry r1, h I T- fl. y; {n . { T i 1 1/2"C W/2 WIRES + GROUND #2 WIRE t , ud i x bV A;,�� Tli, SWITCH TM CR SW-8 NMI',DETAIL 6/E d n+ic r � �3F v ��z & ASSOCIATES, INC. NG CONSULTANTS ORD ME14S DRIVE 1ACII, FLORIDA 334A 790-2967 I El KITCHEN VENTIL ATINC, SCHE- DUL_E i SYS. No, HOOD DATA ROOFTOP UNIT DATA EXHAUST FAN DATA SUPPLY FAN DATA TYPE SIZE SLOCATION TYPE MFG. & MODEL No. MODEL No, CFM SP HP RPM E_ECT MFG & MCDE CFM SP DM i E�E` M� ; - M ;Hp R � c & ODE - I WALL MTD ! 4'0'xl3'0' ; WALL MTD I GREASEMASTER GVC-4FLS I RTU-24D 400C 5/8'. 1 708 208/30 j CARfEZ VUBB-24S423IR 13000 1/2' 13/ 4 487 1208/30 IGREASEMASTER S-77Fl— #1 I VALL MTD 4'0'x13'0' i WALL MTD GREENHECK MBSW-I3-SS KSU-2115-L 1400C 5/8' , 926 208/30 GREENHECK CUBE-2I-IOC 3000 1/2- 13/4 675 1208/30 GREENHECK KSU-115 WALL MTD j 5'0'x8'C' VALL MTD GREASEMASTER GC-i FL 1 60C 1/4' 11/2211380 i 115/10 CARVES VERB-IOE2 #2 WALL MTD MTD 5'0'xB'C' I WALL MTD MTD�GREEFt CK MBx-8-SS GREENHECK MBX-8-SS 60C I1/121130G 1 1/4' I1/121130G 1 115/101GREENHEC 1 115/10 G-95-GG 1 GREENHECK G-95-G��I i l AIR CDNDITIUNING UNIT SCHEDULE UNIT No. FAN DATA CDC'_ING HEATING FILTERS REMARKS CFM !ESP H° PRM :VOLT ! T.000L S.COCL RC'�JS FINSI REF K'w' STEPS; VC'_TS 1 No. TYPE SIZE 2000 .75' 3/4 1725 I 208/30 55,500 I 40,000 - ; 3 13 ! 22 ! 11.25 1 208/30 TRAM= BTC06OG300A, 208/30 V/ BAY CURB018, W/ BAY HTRB15, V ' BAY 2 TA 116x25x1 _ L �SPEK009, W/ STA" Av28X092. MCA=52C A. MAX. FUSE 50 A. Vr�-666 BS. 2000 .75' 3/4 1 1725 208/30 I 56,000 43,800 1 4 10 22 112.27 i 1 208/3� 2 TA 14x25x2 1MCOUAY ERD542060H30SM 208/34 10008403100 (CURB) L W/ 1515844 SUPPLIEL ✓, SEH54C163 (HTR.), W/ (T'STAT) MCA=51.0 A. MAX. FUSE 6C A. WT.=695 LBS. GRILLE & DIFFUSER SCHEDULE NECK PANEL SYM i SIZE SIZE FINISH USE DMPR MFG. & MODEL 12'X12'x12'� 24'x24' WHITE 1 S AIPRLY NO CARNES SKTA-4C O 12'X12'x12'O 24'x24' i WHITE I SUAIR Y NO METAL HIRE M-6 SUPPLY 15'X15' 24'x24' WHITE AIR NO CARNES SKTA-40 OSUPPLY 15'X15' 241x24' VHITE ( AIR NO METAL AIRE M-6 SUPPLY 6'X6' 24'X24' WHITE AIR NO CARNES SKTA-40 OSUPPLY SUPPLYAIR 6'X6' 24'X24' WHITE NO METAL HIRE M-6 RETURN 14'x14 24'x24' WHITE ( AIR NO CARNES SPJB-224 RETURN 1 14'xl4' 24'x24' VHITE AIR NO METAL AIRS PCR RETURN 22'x22' 24'x24' VHITE AIR NO CARNES SPJB-224 RETURN 22'x22' 24'x24' VHITE AIR NO METAL AIRE PCR FAN SCHLD'UL E I FAN LOCATION R00" SNITCH SERVICE CFM SP HP RPM VOLT I DRIVE ; MF ,. 6 MODE_ N0. Ni.1 OPEN. LOCATION EXHAUST 84 .25' I60 V 112M 115/10 j DIRECT CAR WITH NAXx, EIGHT SW. ! ,JANITOR V CAES4VCDB-iG -4 CLOSET DELI EXHAUST 132 64 W.i15S0 115/I• DIRECT LIGHT SV.I GREENHECK SP-17 V/RDSP-VC .25' MAX, ROOF OPNJG SYSTEM L x"d #1 87'X38.1 #2 11'X11' MAX. ROOF OPNG SYSTEM L x WI #1 83x35 #2 11'X11' ■ m CD ° Q NN'n ■ LLJ W L O w U ■ o/ (� C9 l' J W co L 0 W Q� F+i F+i ■ 3 ° U C!a L V) O 4-- H O co � � m o s U c W -o W � � � Us m 0 o ° O Ln � Ln I d 3 /23/ � O c d revision E- comm. sr�eet seal J jry'� NOTE NA 3 LA-23 0 0 D LA-23 LA-19 L A.F.F. F 3)H ---------D -----------_- COORDINATE LOCATION OF FIXTURE TO PANEL E , MOUNT- SWITCH UNDERNEATH THE TOP OF POTATO RACK. SEE NOTE No.l TO PANEL E l�11H l.[Jl.HV4 IMTILU IM I.lAL1 2cr-10—{/ __------- i �— ------------------ i ;'---Cr A.F.F LB-15 I -� - 11'-O' A.F.F. 8'-0' A.F.F. E PRODUCE PREP. I i00E L E L r .cS,rid-T A.FF. L A.F.F. ' F b I F K A A A A A A A L A K E z1o'. LB-20 i - \ To --------- iS D1 01 L 1 PA-24 ' 'P'WE EI /2- C. -_-__-__` i ' 4 ' PA-24 W/ 2/1d• �l LID LB- W/ 2j10'• / I ' IR I I L f P P I z°^ - A P L P I I 1 � SEE �y LA-34 I SEE NOTES No.4 •I NOTE No.4 I / -�D LA-36 n�n n I� P a ? C \ I L L PRODUCE COOLER STORAGE FREEZER 5G21 _ / I A i I I A SEE NOTE N6.4. L�-p/26 SEE NOTE I10.2 - L SEE NOTE I (TYP. OF 6) (TYP OF 9) S 6 z' P P P i 4 o (TYP OF 5) t g A 0 � ' SEE NOTE No.4. I 6'-0' O.C. A (TYPICAL) ' HEAT COOLER i I - A I 1 LA-30 ' I A TRAY COOLER I E d s ' 1 It w a Q. PA-23 d w I \ F a I TO W ; v TO TO PAN \ P -EEEL PANEL'S' ; F D D D D I I LO-10 LB-8 LB-6 lB-4 LA-24 LA-1,4 LA-12 LA-10 4 I l - � r PA-23 ® I ' LB-13 LB-27 O i K • F 1 ROOF EXHAUST S I O FAN 115V. 1f C I A 1/i0 HP. BY 11EC?L CONTIL I \ i WIRED BY NEAT I LB-2 3 ELEC. CONTW STORAGE I KTO Lj r N 'r�~~ TO PANEL 'E' PA PANEL 'E' DPA i i LB-13,14 LB-t0.12 LB-8,7 LB-6,5 LB-4,S LA-24,26 LA-14,,5 LA-iZJ3 LA-10,11 \ _ LA-8 LA-6 % A i ' LA-4 LA-3 IE ' '-r A.F.F. LB-17 MOP LA-2 LA-1 r 1 4 I I 1 < I 1 , 1 ' ' I I , � ' I f LA-8,9 LA-6,7 LOUNGE 1 + � II A A i 0 LB-16 1 i 1 -5 ' V)C-- I W_ I o z TO WALKERDUCT FOR i w OF "+ K C I k+ REGISTER STAND LIGHTS D B ' iO I 06 r______________ Z i ELEC PAN" DELI-9 Y M COOL � To 2'-0' i B-42 P Nt 1 PANEL 'E' P P I I y L M h M SEE NOTE H nmm J PA-2.3 ' DAIRY COOLER I , M I ' ' i I ¢53 g GGG I m y1 I ROOF EXHAUST P Y A FAN 115V.10 1/20 HP. BY SEE NOTE No.4. i 4. 1 uj MECH. CONTR. r E HARED BY �6'-0' i X- A.F.F. ELEC. CONTR. of i i B-36 8-38 ~ y < 7..-� _,� o m PA-23 \ ' To sTO ' o DEU STORAGE No.2 - PANEL E A.F.F. 8-42 ICE CREAM FZR MEN WOMEN AS i L ________ _________ -------- NIGHT LIGHTS M E TO PAN E p P I �✓ 1 --'- _-------- - (TYP.) L i SEE NOTE 10 LB-20 i�ApF,.F. /ci o r - - `` I C B-38 SEE NOTE No.4. ty' i V iTD o _ PANEL K A 2/ 1O'• li F _ \; A A A A A 0 K i M P LB-2 E i " ��, A A A X I 11'-0' A.F.F" ��` r E `9'-O'A.F.F. ------- •� ,1 11` L __-_ ,���' l .0 I ,-. L m I M u 00 c M B-S4 DFREEZER�Y B A.F.F. f I --, -- __ SECURITY R1I. -'- CCRF81M No.2 ___ �- E J E D 8'-0' A.fF. CEWJ tXLHAUST 13-4' 33'-0' 39'-B" 90'-0" TO PANEL E FAN 115V. 10 \-SEE NOTE No.13 60 •. ❑ 1 MECH. CONTR. HARED BY ELEC. CONTR. GENERAL NOTES: 1. ELEC. CONTR. TO PROVIDE ALL CONDUIT & CABLE AS SHOWN ON DRAWINGS. 2. METAL HALIDE LIGHT FIXTURES FURNISHED AND HUNG BY FOOD LION. ALL WIRING BY ELECT. CONTR. AFTER DECOR IS INSTALLED. 3. FIXTURE V SHALL BE C.E. #C 876N501 120V 25OW LUCALOX LAMP & PHOTO ELECTRIC RECEPTACLE W/ PHOTO CELL. PROVIDE WALL MOUNTING BRACKET & ARM. 4. ELECTRICAL CONTRACTOR TO SUPPLY COOLER LIGHTS AS SHOWN & SHALL MAKE POWER CONNECTION TO ALL COOLER LIGHTS. (SEE LEGEND THIS SHEET.) 5. LIGHT FIXTURES IN GROCERY STORAGE & CORRIDORS TO BE HUNG FROM BAR JOISTS 012'-6•A.F.F. 6. ALL PERIMETER TYPE 'L' FIXTURES TO BE MOUNTED 4'-0* OFF FINISH WALL_ (UNLESS NOTED OTHERWISE) AFTER DECOR IS INSTALLED. FIXTURE DIMENSION ARE ROUGH IN DIMENSIONS ONLY. 7. LIGHTED POTATO SHELVING UNITS WILL BE ASSEM— BLED W/8' 2—TUBE FLUORESCENT FIXTURES INSTALLED BY OTHERS. ELEC. CONTR. SHALL MAKE POWER CONNECTIONS & SUPPLY LAMPS AS REQUIRED. 8. FLUORESCENT FIXTURES FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR (UNLESS OTHERWISE NOTED). 9. EMERGENCY LIGHTS SHOWN ARE A MINIMUM. IF ADDITIONAL LIGHTS ARE REQUIRED BY CODE THEN ELECTRICAL CONTR. SHALL PROVIDE THEM. 10. RESTROOM FIXTURES SHALL HAVE (2) SINGLE —LAMP BALLASTS. 11. THE FOOD LION STORE FRONT SIGN IS FURNISHED & HUNG BY OTHERS. ELECTRICAL CONTRACTOR SHALL PROVIDE PIG —TAILS, WIRE STORE FRONT SIGIN, RUN TO APPROPRIATE CIRCUIT. 12. ALL JUNCTION BOXES LOCATED IN COOLERS & FREEZERS ARE TO BE WATERPROOF. AFTER ALL HARING HAS BEEN COMPLETED THE ELECTRICAL CONDUIT IN ALL COOLERS & FREEZERS SHALL BE SEALED ON THE INSIDE WITH CAULKING AT THE POINT THAT IT PENETRATES THE COOLER OR FREEZER PANEL. 13. HTED JUICE DISPLAY UNIT WILL BE ASSEMBLED W/2—TUBE LUORESCENT FIXTURES INSTALLED BY OTHERS. ELEC. CONTR. SHALL MAKE POWER CONNECTION & SUPPLY LAMPS AS REQUIRED. LA- 35,37,36,39,40,41,42 JUNCTION BOX FOR SIGN. SEE NOTE No. 11 (TYP. OF 7) - MAKE CONNECTION TO SPRIWLER ALARM BELL 9'-C' A.F.F. LEGEND COOLER LIGHTS BY COOLER MANUFACTURER. P� COOLER LIGHTS BY Y ELECTRICAL CONTRACTOR. TO PANEL 'E' I 1 LA-33 DOWN EQUIPMENT ROOM PLAN 3/18'-1'D' BOSEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS �VIp1 2324 S. CONGRESS AVE., SUITE 2F WEST PALM BEACH, FLORIDA 33406 (407) 439-5254 comm. 30 Sweet Of F,—( see! Am 0 a-. _7 7, ------ - �F 7 7 77,7 _7 7, 7, 1 4, �,4 �'yl M", 't �zl 't, .,r, lZ 4,1� IN 't.,k "apt" 'w a", A m 4- M 1.0 �,,g � v", el __lp g _R, tig lm KVK, 6 X"N IR & OtIIJ �i - _"t W4 t "At I 77mm -_ YERW 71 -, tj�!' g 4 WSW , MR o' % , W, a P m X JUNC. BOX FOR% 94 J6 "t 4'x4* 4, POWER SUPPLY. 4", b -0" A.F.F. SEE DETAIL K40UNT RECEPTACLE INSIDE OF 4, SHEET E-4. GONDOLA AFTER SHELMNG HAS & BEEN INSTALLED. (TYP) 2ox4* IUNC. BOX FOR 't CABU TMINATION w/ _yE, "?v v 'K T FF Z�K J lffi�l -F& M WHOM ME g 0� M �Z _Z 30 A. KILHART 'D-W5li,-W75- W/ A NEAT COOLER THE a WALL g MOUNTED XFF jj"T _X i.p W.P HIM, p �t 4 WIMM MMMA� M % M� rP7 r�lt, t V_ 'w 'i�, V -t ow M T.. I AR l.", 4, .. .... .... I . . . . ...... �A ...... .... F, R V 4 m t -M tV, dy, t AX, Ltt t 1w Am mANDLERI .3 POLE 240 V 100 A. NON — FUSIBLE DISCONNECT. 7 DPA 20,2Z24 DP8 5.10.12 t, DAIRY COOLER A, L 01 OPS LXTAJL Mo.Z S SHEET. j ZI(D 3. 'AV FOR CLG. FAN vg,,�, twr JOIST R- SIM NOTE No. 4, cm g, g t� R,Z, 71 r it 0 t"'t, . 's 10, 111T,&"� _�tt 7_ft%':� . 71 OF MF -:11 7�A 3'-MU� '0 Me' Wl- ,6" z ��70, M* AM :t�'! �'A t t� tM Pill! 11167�" t y! OM M 4rft A SUW Rki 415 'W. X 4 �k '_J �Vl' �w% f: ..... . & lit & LZ_ " 6_ 1 � , .7T le 2,?, 30 t tt' M t , _5 , t % t t Nl��6i 'p N k"i WtN S Qk sw.�, �All ...... "C A-l" It t" zz "0, t 7:71_�:_, _76 ..... .. ... 7" 'tL 4'f 3, .. .... _t", �' , 6 ;�� �_, 6 , ... , � ;� ,, , r tlt - CT' � - " � ; 6� , , _ 7 , � - _-' - ' I I - I _t �7� 1 tt ', � 'X ' '� 6 - 1 -1 1 K'�' 54 '�M 7t It q4 It" TK; 1, -1 ,Vt� - V., , , , '. ��t _'� `1 1�1 I " qg _q- V, t T t ......... tI _C' �541� 0 q t,3� t ..... ...... . 'g, 11V "I Z, J tt t4", f t �A A t 'g it A N_ JAL, '4 (407) 439-5254 tl P� RECEMNG ROOM 1 PC-7, 9.11 PB-2,4.6 PA- 2, 4.6 FLUS 4 /14't PLUS 4 /14'• PLUS 4 /14't SEE NOTES 1.7 SEE NOTES 1.7 SEE NOTES 1.7 SEE 07L 4, E-SW SEE OTL 4, E-6* SEE DTL 4. E-SW 131'-6' 101'-5' zr 59'-11' 3S-� I I PRODUCE PREP I II II g Il I r` PA-S5.7,9h 0_1 14 E4 S41,7PS1SEE 4' SEE NOTES 1.7 ` _ I I 1 6 1 �.. , I SEE DTL 4. E-6W .... SEE D PA-19 TL 4. E-6w o J P8-1,3 I I I I S.P.S.T. (N.O.) & ,v c� LIMIT SWITCH O PB-6,10,12 ..t.. . • . • - ......... - SEE NOTE 12 .:..:.. '......: .. - i PLUS 2 // 14't , .. N SEE NOTES 1,614 y. _ - SEE ...... .... .. .. A_, F1 _ ... ... ... ... P .J` / I I vJl�/ PRODUCE COOLER °I'1 .. ' ' .......... ... N k • •� ��'�� 120'-9' ' PB-19 � ` I" -I- / I I r� STORAGE FZR. PC-10,12 PB 14 71'-3' si-9' �\/�� 2 /14 t I �,I 1 I PLUS 2 / 14't SEE NOTE NnIS \ •! TO RACK 'C 1�J 1511 SEE NOTE 6. x ✓ . SEE NOTES 6.10 I i I �I SEE 07L Z E-6W • PC-4,fi,6 PLUS 20/2t 4't • 1 lr n SEE DTL 3, E-SW L J I PS-5,7.9 1• PLUS 4 V/1 • PLUS 4 [�S4't SEE NOTES E-600 PLUS 2 1 SEE NOTES 1.7 SEE NOTES 1,7 SEE DTL 2, E-6W =_ - N PINS 2 / 14't SEE DTL 4. E-SW SEE 011 4, E-6W I SEE NOTE 6 47'-5' : SEE DTL 2. E-61N \ o • �► EVAP _ PC-2� tY-e 274 A' .10 SEE DL 5, -SW r---, MEAT CooLFR`��� s AY z 2 /14'- TO RACK 'A' SEE NOTES 6.10 _ SEE DTL 6, E-6W PB-22 I Zi I MEAT PREP. Il i I • • • I I I I J 2 /14't SP.S.T. (Na) a j1 _ TO RACK 'C LIMIT SVATCt SEE NOTES 0.10 SEE NOTE 12 SEE OTL 3, E-6w i h JAMTOR IgjlI MEAT ROOM L�'3 t STORAGE - go IIII I PA-14 PC JB EY PA OPA ELECTRICAL ROOM PB-11.13 PLUS 2 /14't SEE NOTES 1.6.11 SEE DTL 2 E-61N • • • T.B. y 1 45'-11' 26'-4' LOUNGE'\ mi m GROCERY STORAGE •� OFFICE` ' D-23 8-13 : DEU PANEL i3' " u�i B-14 UP y " • • : BAKERY AREA F N PANEL Wn 1 P9-30 In J N : COOLER L Z Zr � �•-,• 1 Ov PC-24 8-25,27.29 ...,�,�� PA-29.31,33 p H DAIRY COOLER PLUS 2 /14'0 • • ,� - 39._6• c SEE NOTES 1.6 • T z SEE DTL 2, E-61N 7S'-5" 64'-6• 26 -6 _ p 17f L EVAP. . L- PC-19,2t,23 r.,.--�-,� PC-16,16 DELI -BAKERY L I PLUS 2 /14's �' 8-41 - PREP. J SEE NOTES 1.6 ,'" SEE DTL 2 E-6W _ ..... .... ............ 26' Y El 8-12 Y , , I S.P.S.T. (N.O.) - ev 2 /14'• _ ....... " ... LIMIT SWATCH TO RAC('C' MEN WOMEN _- - I SEE NOTE 12 SEE NOTES 6,10 : PC-13 113'-9' PC-14 94'-3' - B-39 I - _ 29 -10' SEE DTL 3. EB- EYAPv PC-15.17 p S -- ♦ PA-15,17 \1, _ ,y PA-16.16 a SP.ST. N.O.) - - - SEE NOTE No.15. H SEE NOTE 11 I „ ~ !n I n TO RACK LIMIT SWATCH .. - ..... N I ICE CREAM FZR SEE NOTE 12 n -15,17 PS-16,10.20 .a N pEL1 F 2 /lit b PLUS 4 j14't SEE NOTES 1.7.11 o ..... .. Z£R _ L SEED O W a _ ....... ... ...... .. ......... ..... � ..... - . .............. .SEE DTL 4. E-6W. ... .... .. ... . I FREE Y ��I SEE NOTES ,10 n � 3 6 SECURITY RM. CORRIDOR Not ' 101'-7' T7 GENERAL NOTES: 1. ANTI -SWEAT HEATER CIRCUITS TO BE 2 WIRE, 1 HOT AND 1 NEUTRAL t MARK NEUTRAL TO IDENTIFY AS NEUTRAL FOR ANTI -SWEAT HEATER. 2. DIMENSIONS FOR CONDOR STUB -UPS IN SALES AREA ARE TO BE HELD WITHIN 1•. 3. ALL UNDERFLOOR CONDUIT FOR REFRIGERATED CASES TO BE 1' 4. ALL CONTROL WIRES FOR CASES AND WALK-IN COOLERS ARE TO TERMINATE IN CONTROL PANEL ON COMPRESSOR RACK IN EQUIPMENT ROOM. 5. OMIT SVATHES FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, MOUNT ON OUTSIDE OF FREEZER AND ABOVE DOOR OPENING. S. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: (2) PURPLE FOR DEFROST TERMINATION. - 7. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 2) PURPLE- FOR DEFROST TERMINATION 1 ORANGE 2 FOR FAN CONTROLS 1 YELLOW i S. No.14 CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: �2 PURPLE FOR DEFROST TERMINATION. 2 RED FOR TEMPERATURE CONTROL 9. ALL ELECTRICAL WIRING WALL BE DONE IN STRICT ACCORDANCE W/ THE N.E.A. NO COLOR CHANGES IN WARE RUNS, MISLASELED CIRCUITS, ETC. ALL WIRING SHALL BE DONE IN ACCORDANCE TO FOOD LION STANDARDS NO SLOPPY WORK WILL BE ALLOWED. 10. (2) POWER WARES REQUIRED PER REFRIG. CIRCUIT FROM FANS TO CONDENSING UNIT CONTROL PANEL. THESE MARES SHALL BE BLUE. F 11. (1) 2-WIRE SHIELDED CABLE, BELDON #8760. 12 (2) #14'B TO RCSPECTIVE RACK t CIRCUIT SOLENOID VALVE: COLOR CODED RED FOR TEMPERATURE CONTROL 13. ALL CONTROL WARES TO BE OF STRANDED TYPE. 14. EN PROMOS REQUIRE SEAL TIGHT CONDUIT. 15. W114D TO FAN UNITS LOCATED AT TOP OF CASES. NOTE INSTALL 2 BLUE WIRES AND t SH CABLE ON EACH CONDENSER FOR --.f' R-20.20.30 -t-_ ^•♦\\j - _ PLUS 2 it's n SEE NOTE 24OV, 40A. J-POIi• WF, NON -FUG C DISCONNECT. R-19.21,23 ' PLUS 2 r 4's NOTE 11 SEE 24OV. 30A. 3,-POLE. W.P.. NON -FUSED A DISCONNECT. R-20.2Z,24 PLUS 2 /14't 11 SEE NOTE -- 24OV, 40A. }-POLE, W.P.. NON --FUSED 8 DISCONNECT i 1' 2 ELEC. DETAIL FOR CONDENSERS ON ROOF. E W N.T.S I NOTE R-1,3.5 THERE SHALL BE NO F1 F TRK:AL CONDUIT RUN BEHIND THE REFRIGERATION RACKS IT SHALL BE RUN ALONG THE WALL TO IHE LEFT OF THE REFRIGERATION RACKS UNDER THE FRESH AIR INTAKES R-8,10,12 J8 LC lD LA < OP9 R-7,9,11 R m EOUI14"T R 4. HVAC awUIP T O M P N 31'%Y-1'-0' �c 00 srleet see p 9 BOSEK, GIBSON & ASSOCIATES, INC. ENGINEERING CONSULTANTS2G IVIA1 2324 S. CONGRESS AVE., SUITE 2F 1 WEST PALM BEACH, FLORIDA 33406 (l (407) 439-5254 1 SALES AREA LIGHTING 20/1 1 2 20/1 SALES AREA LIGHTING SALES AREA LIGHTING 3 4 REGISTER STAND LIGHTS 5 6 SALES AREA LIGHTING 7 8 _ 9 10 11 12 13 14 15 16 4 SPARE 17 18 SPARE DOCK LIGHTING 19 20 SPARE LOADING DOCK CANPOY LIGHTS 21 22 SPARE REAR OUTSIDE LIGHTS 23 24 SA GHTING FOOD LION ROAD SIGN 25 26 SALES AREA LIGHTING SPARE 27 28 FRONT OUTSIDE CANOPY LIGHTS CEILINF FANS REAR 29 30 FRONT OUTSIDE CANOPY LIGHTS SPARE 31 32 VESTIBULE LIGHTING EQUIPMENT ROOM LIGHTING 33 34 SALES AREA -METAL HAUDE SPOTS FOOD L10N 90N 35 36 SPOT LIGHTS ISLAND PROD. FOOD LION SIGN 37 38 FOOD LION SIGN FOOD LION SIGN 39 40 FOOD LION SIGN FOOD LION SIGN 41 42 FOOD LION SIGN LOCATIQN: GROCERY STORAGE ABC PANEL MQLINT]ING, SURFACE SE$ACE, 120/208 V. 30; 4 WARE, AC, FULL NEUTRAL MAW1, 225 AMP M.LO. BRAy04M 20/1 OR AS NOTED Sri' "SQ'D" NQOB - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE BPKIL CRT. P A CRT. KR AMPS SERVICE 36' HZV1 PRODUCE - FANS 15/1 1 2 15/1 10 DR LV5H1 FROZEN FOOD - FANS 36' HZV1 PRODUCE - LIGHTS 20/1 3 4 30/1 10 DR LV5Hl FROZEN FOOD - A/S 10 DR LVSH1 FROZEN FOOD - A/S 30/1 5 6 20/1 10 DR LV5H7 FROZEN FOOD - LIGHTS 10 05 LV5H1 FROZEN FOOD - FANS 15/1 7 8 15/1 6' L5F1 FROZEN FOOD - LIGHTS 10 DR LV5H1 FROZEN FOOD - LIGHTS 20/11 9 10 15/1 6' L5F1 FROZEN FOOD - A/S SPARE 20/1 11 12 15/1 6' L5F1 FROZEN FOOD - FANS SPARE 20/1 13 14 25/1 5- LD1CI DUAL TRAP PROMO (MEAT) 12' D61 EGGS - LIGHTS 15/1 15 16 15/1 20' D61 DAIRY/PIZZA - LIGHTS 12' D61 EGGS - FANS 15/1 17 16 15/11 20' D81 DAIRY/PIZZA - FANS PRODUCE PREP FAN COILS 15/1 19 20 20/1 SPARE SPARE 20/1 21 22 20/1 DR. HTR.O STOR.,ICE,MEAT k DEL FREEZERS MEAT,DAIRY COOLERLIMEAT, ICE FZR.UGHTS 20/1 23 24 0/1 PROD.,TRAY COOLER&STORAGE FZR. LIGHTS RECEPTACLES N LOUNGE 20 1 25 26 20/1 SPARE RECEPTACLES IN LOUNGE 20/1 27 28 20/1 SPARE 24' M"L1 FRESH MEAT - A/S 15/1 29 30 0/3 EQUIPMENT ROOM EXHAUST FAN No.2 24' M4AL1 FRESH MEAT - LIGHTS 30/1 31 32 24' M4AL1 FRESH MEAT - FANS 15/1 33 34 SPARE 20 1 35 36 20/1 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE ABC LOCATION: ELECTRICAL ROOM PANS MQUNTIN _ SURFACE SERVICE 120/208 V. 30: 4 WIRE, AC, FULL NEUTRAL MAINS; 225 AMP M.L.O. IBSANCHM- 20/1 OR AS NOTED rABWEET. "SO'D" N008 - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE PRESS RESSORRACK V � r/C COND. UNII CONDENSER 'A' I SPACE �� 0I Eli am ®115,11 am mMINE# am on nm ®n um�y�i��mm oe�f��ov A I C LOCATION, EQUIPMENT ROOM PANEL MOUNTING: SURFACE SER, ]nM- 120/208 V, 30; 3 WARE, AC. MAINS 800 AMP M.LO. BRANCHES, AS NOTED CABINET, *'SQ'D" QMB FUSIBLE PANELBOARD W/ALL TIME DELAY FUSES SERVICE RACK 'A' SPACE CONDENSER 'B' CONDENSER 'C' A SALES AREA LIGHTING 20 IT 1 5 20/1 SALES AREA LIGHTING I — _ 3 4 5 6 7 8 --- MEAT CANOPY LIGHTS 9 10 MEAT CANOPY LIGHTS 11 1 12 SALES AREA LIGHTING 13 14 SALES AREA LIGHTING PRODUCE PREP LIGHTING 15 16 GROC., MEAT STOR. ! E1fC., JAN.,LOUNG: LIGHTS t FAN GROCERY STOR. k DELI STOR. No.2 UGHTIN 17 16 SPOT LIGHTS FOR SALES AREA CORRIDOR No.1 UGHTNG 19 20 LIGHTS O POTATO k JUICE DISPLAY RECEPTACLES O FRONT WALL 21 * 22 DOOR OPERATOR O FRONT RECEPTACLES O FRONT WALL 23 24 RECEPTACLES O OFFICE SPARE 25 26 SPOT LIGHT FOR SALES AREA MEAT PREP LIGHTING 27 28 SPARE RESTROOMS, SECURITY,CORRIDOR f2 UGHTS Q FAN 29 30 MEAT PREP RECEPTACLES P.A. SYSTEM k PLUG MOULD 31 ` 32 GROCERY STOR. JANITOR RM, CORRIDOR j2 RECEP SPARE 33 34 MEAT PREP RECEPTACLES SPRINKLER ALARM 35 ` 36 PRODUCE PREP RECEPTACLES ICE STORAGE k BOTTLE REGISTER 37 ` 38 PRODUCE PREP RECEPTACLES SPOT LIGHTS FOR SALES AREA 39 40 RECEPT. O MEAT PREP SALES DOOR SPARE 41 42 RECEPT. O PRODUCE SALES DOOR ! CASES ABC LOCATION: GROCERY STORAGE PANEL MOUNTING: SURFACE SQL 120/208 V, 30: 4 WARE, AC, FULL NEUTRAL. MAIN& 225 AMP M.L.O. BRANCHES, 20/1 OR AS NOTED CABINET: "SO'D" NQ08 - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE AMp , CRT. P B CRT. A,;p ' SERVICE 40' HZVI PRODUCE - LIGHTS 20/1 1 2 30/1 15 DR LV5Hi FROZEN FOOD - LIGHTS 40' HZV1 PRODUCE - FANS 15/1 3 4 40/1 15 DR LVSH1 FROZEN FOOD - A/S 14 DR LV5H1 FROZEN FOOD - LIGHTS 30/1 5 6 20 1 15 DR LVSH1 FROZEN F000 -FANS 14 DR LV5H1 FROZEN FOOD - A/S 40/1 j 7 8 15/1 6' L5F1 FROZEN FOOD - LIGHTS 14 DR LV5HI FROZEN FOOD - FANS 15/1 9 10 15/1 6' LSFI FROZEN FOOD - A/S 56' M1A1 FRESH MEAT - A/S 15/1 11 12 15/1 6' LSF1 FROZEN FOOD - FANS 58' M1A1 FRESH MEAT - FANS 15/1 13 14 20/1 BACK TO BACK FROZEN FAN UNITS 32' D61 DAIRY - LIGHTS 25/1 15 16 30/1 14 OR IV5H1 ICE CREAM - LIGHTS 32' D61 DAIRY - FANS 15/1 17 18 40/1 14 DR IV5H1 ICE CREAM - A/S PRODUCE COOLER - FAN COILS 15/1 19 20 15/1 14 DR IV5H1 ICE CREAM - FANS SPARE 20/1 21 22 15/1 MEAT PREP. FAN COILS SPARE 20/1 23 24 20/1 BEER k ICE CREAM FAN UNITS SPARE 20 1 25 26 20/1 SPARE SPARE 20 1 27 28 20/1 SPARE 20' 061 DELI MEAT - LIGHTS 15/1 29 30 25/1 5' LDlCt DUAL TEMP PROMO (MEAT) 20' 061 DELI MEAT - FANS 15/1 31 32 20/1 SPARE SPARE 20 1 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE ABC LOCATION-. ELECTRICAL ROOM PANEL MOUNTING: SURFACE SERA 120/208 V. 3o; 4 WARE, AC, FULL NEUTRAL. MAINS: 225 AMP M.L.C. BRANCHES: 20/1 OR AS NOTED CABINET: "SO'D" NQOB - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE KR' AMPSSPACE CRT. Jf D CRT. tl -Amps ' SERVICE - 1 2 - SPACE SPACE - 3 4 - SPACE SPACE - 5 6 _ SPACE DECK OVEN CONTROL WARE 15/1 7 8 20/1 MICROWAVE SPARE 20/1 9 10 20/1 SPARE SPARE 20/1 11 ABC 12 20/11SPARE DOUGHNUT FRYER 40/3 13 3 HOT TOP RANGE T. 1 E55140 15 16 17 18 BAR-B-OUE 50 2 19 20 0 3 PRESSURE FRYER 21 22 5' LD1C DUAL TEMP. PROMO (DELI) 25/1 23 24 13' HOOD SUPPLY 15 3 25 26 - SPACE 27 28 - SPACE 29 30 20/1 8' HOOD SUPPLY SPACE - 31 32 - SPACE SPACE - 33 34 - SPACE SPACE - 35 36 - SPACE DECK OVEN 25/ 37 38 - SPACE 39 40 - SPACE 47 42 - SPACE LOCATION: DELI PREP PROVIDE 120V SHUNT -TRIP PANS MOUNTING: FLUSH DEVICE CONNECTED TO EXTINGUISHER SYSTEM. SERYICF: 120/208 V, 3d 4 WARE, AC, FULL NEUTRAL MAINS6 400 AMP M.L.O. BRANCHES 20/1 OR AS NOTED CABINET; "SQ'D" NQOB - SIZED FOR 42 CIRCUITS -t w�.r r,rv•,i• * LOCK ON CIRCUIT - - BAILER IA 70/ i I � 2 30 2 - -- - WATER HEATER -- ----- I % 3 4 _ --- }- '1 5 6 0 2 WATER HEATER - GRINDER i40/3 7 8 -- 9 10 0 2 DELI WATER HEATER 11 12 MEAT SAW J20/3 13 14 20/1 SPARE 15 16 30/1 FLY FAN No. 1 & 2 17 18 20/1 FLY FAN No. 3 SPARE 20/1 19 ` 20 20/1 DOOR R O VESTIBULE EQUIPMENT ROOM RECPTS 20/1 21 22 15/1 MEAT ROOM WRAPPING MACHINE ICE MACHINE 20 2 23 24 15 1 MEAT ROOM WRAPPING MACHINE 25 26 20/11 SPARE ELEC. WATER COOLER 20/1 27 28 1 SPARE DOOR OPENER O VESTIBULE 201 29 30 SPARE SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE VENDING MACHINE 41 42 Il I SPARE ABC LOCATION: GROCERY STORAGE PANEL MOUNTING: SURFACE SERVICE: 120/208 V. 391. 4 WIRE, AC, FULL NEUTRAL. MAINS: 225 AMP M.L.O. BRANCHES: 20/1 OR AS NOTED BCA INET "SQ'D" NOOB - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE µp . CRT. r-. PC I .� CRT, AfAPS SERVICE 14 DR LV5H1 FROZEN FOOD - FANS 15/1 1 2 15/1 32' TZP PRODUCE - FANS 14 DR LV5H1 FROZEN FOOD - LIGHTS 30/1 3 4 20/1 10 DR LV5Hl FROZEN FOOD LIGHTS 14 DR LV5H1 FROZEN FOOD - A/S 40/1 5 6 15/1 10 DR LV5H1 FROZEN FOOD - FANS 7 DR LV5HF1 FROZEN MEAT - LIGHTS 15/1 7 8 30/1 10 DR LV5H1 FROZEN FOOD - A/S 7 DR LV5HF1 FROZEN MEAT - FANS 15/1 9 10 20/1 24' D61 DELI MEAT - LIGHTS 7 DR LVSHFI FROZEN MEAT - A/S 20/11 11 12 15/1 24' D61 DELI MEAT - FANS 5' LDlCt DUAL TEMP PROMO (DAIRY) 25/1 13 14 LD1C1 DUAL TEMP PROMO (DAIRY) 36' D61 DAIRY - FANS 15/1 15 25/1 36' D61 BEER - LIGHTS 36' D61 DAIRY - LIGHTS 25/1 17 18 15/1 36' D61 BEER - FANS 12' M4AL1 FRESH MEAT - LIGHTS 15/1 19 20 20/1 4 SPARE 12' M4AL1 FRESH MEAT - A/S 15/1 21 22 20/1 SPARE 12' M4AL1 FRESH MEAT - FANS 15/1 23 24 15/1 DAIRY COOLER FAN COIL SPARE 20/1 25 26 0/3 EQUIPMENT ROOM EXHAUST FAN No.I SPARE 27 28 I SPARE 29 30 RECEPTACLES O GONDOLAS 20/1 31 32 20/11 SPARE 33 34 SPARE 35 36 SPARE 37 38 SPARE 39 40 SPARE 41 42 1 SPARE. 34 LOCATION: ELECTRICAL ROOM - PANEL MOUNTING: SURFACE SERVICE: 120/206 V, 30, 4 WIRE, AC, FULL NEUTRAL. MAINS: 225 AMP M.L.O. BRANCHES: 20/1 OR AS NOTED CABINET: "SQ,D" NQO8 - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. SERVICE A�IIKR' CRT. B CRT. -""' AMPS SERVICE — A/C 50 1 2 20/21 20 QUART MIXER 3 4 5 6 15/1 DOUGH RETARDER CONTROL WIRE 13' EXHAUST HOOD FAN 15/3 7 8 25/2 DOUGH RETARDER 9 10 11 12 20/1 REFRIG. BAKERY CASE COLD DELI CASE LIGHTING 15/1 13 14 15/1 DELI COOLER FAN COIL DELI PREP RECEPTACLES k BELL 20/1 15 16 15/1 PROOFER BOX CONTROL WARE ROLL -A -GRILL k BUG LIGHT 20/1 17 18 20/1 BREAD SLICER k BUG LIGHT PROOFER BOX (No.1) 40 2 19 20 0 2 COFFEE MAKER 21 22 DELI FREEZER DRAIN HEATER 20/1 23 24 20/1 AUTO. A: MANUAL SLICER FGEBH HOT DEL CASE 45/1 25 26 15/11 PROOFER BOX CONTROL WIRE 27 28 20/1 8' EXHAUST HOOD FAN 29 30 15/1 ICE MAKER BEVERAGE DISP. h CARBONATOR 15/1 31 32 20/1 DELI -BAKERY AREA LIGHTS PROOFER BOX (N0.2) 40 2 33 34 20/1 DELI -BAKERY AREA LIGHTS 35 36 20/1 DELI -BAKERY PREP LIGHTS WRAP. MACH. k SANDWICH UNIT 15/1 37 38 20/1 DELI -BAKERY PREP LIGHTS REFRIG. BAKERY CASE 20/1 39 40 20/1 SPARE BAKERY CASE LIGHTING 15/1 41 42 20/11 DELI COOLER k FREEZER UGHTS AB C LOCATION: DELI PREP PANEL MOUNTING: FLUSH SERVICE 120/208 V. 3cK 4 WIRE, AC, FULL NEUTRAL MAINS: 225 AMP M.LO. BRANCHES: 20/1 OR AS NOTED CABINET: "SQ,D" NQOB - SIZED FOR 42 CIRCUITS * LOCK ON CIRCUIT. JLWAI L rWa"K` iCh I'� L) r fy [AMPSPANEL Cs[ . A Kk. ;HER VI LE 'PA' 225 1 2 225 --------------------- `-PANEL 'PS' 3 4 T 5 6 PANEL 'PC' 225 7 8 2 5 PANEL '8' 9 10 11 12 UNIT HEATER 60 13 14 1 PANEL 'EM' 15 16 17 16 BLANK 19 20 2 ELEC. DUCT HEATER No. 2 BLANK 21 22 BLANK 23 24 LOCATION: ELECTRICAL ROOM A B PANEL MOUNTING: SURFACE SERVICE, 120/2D8 V, 30 4 WIRE. AC MAIN L 800 AMP M.L.O. BRANCHES: AS NOTED CABINET: 'SO'D" QMB SIZED FOR 24 CIRCUITS SERVICE PANEL 'LA' PANEL 'LB' FLED. DUCT HEATER No. 1 lip ME= HIM lonrls um��yii�ymi loop umii LOCATION: ELECTRICAL ROOM L_B PANEL MOUNTING: SURFACE SERIACL 120/208 V. 30 4 WIRE, AC MAILS: 800 AMP M.L.O. BRANCHES: AS NOTED CABINEIL "SQ'D" QMB - SIZED FOR 18 CIRCUITS SERVICE PANEL 'LC' AIR HANDLER BLANK BLANK ELEC, DUCT HEATER No. 3 SERVICE CRT. Ervl CRT. SERVICE BURGLAR ALARM 20/1 1 2 20/1 MEAT PREP SCALE TELEPHONE BACKBOARD 3 4 PRODUCEPREP, SCALES TELEPHONE BACKBOARD 5 6 PARE TIME CLOCK 7 8 SPARE CONTROL PANEL 9 10 E MEAT PREP SCALE ENERGY MANGE. PANEL SAFES EMS CONTROL FOR LIGHTS SPARE Wo EMS CONTROL FOR LIGHTS SPARE LOCATION: ELECTRICAL ROOM L� PANEL MOUNBNGE M 51 BNQrJYEL M05 NNBNG: SURFACE SERVICE 120/208 V. 30 4 WIRE, AC MAINS? 100 AMP M.LO. I BRANCHES: 20/1 OR AS NOTED CABINET: "SQ'D" NQOB - SIZED FOR 18 CIRCUITS SERVICE m '- V 614MAMPS CRT. U P S CRT. " "" SERVICE BY PASS TO SWATCH 35/1 1 2 50/11 UPS UNIT INPUT SPACE 3 4 — SPACE — SPACE 5 6 SPACE — SPACE 7 8 SPACE — SPACE 9 10 — SPACE SPACE 11 12 — SPACE — SPACE 13 14 — SPACE — SPACE 15 16 — SPACE — AB LOCATION: OFFICE PANEL MOUNTING: FLUSH. 120/240 V. 10 3 WARE, AC, FULL NEUTRAL O ISOLATED GROUND. 100 AMP M.L.O. AS NOTED "SOV' 008 - 16L - 1000F SERVICE DRJOL AWIS—REGISTER CRT. CR CRT.AMPS WIOLI SERVICE No. 1 15/1 1 2 151/11 REGISTER No. 2 REGISTER No. 3 3 4 REGISTER No. 4 REGISTER No. 5 5 6 REGISTER No. 6 REGISTER No. 7 7 8 REGISTER No. 8 REGISTER No. 9 9 10 DELI -BAKERY REGISTER PUTER UNIT IN OFFICE STORAGE 11 12 COMPUTER UNIT IN OFFICE STORAGE O.E . UNIT IN OFFICE STORAGE 13 14 D.E.C. PRINTER IN OFFICE STORAGE O.E. TERMINALS IN SALE AREA 15 16 D.E.C. TERMINAL IN OFFICE SPARE V 17 18 REGISTER No. 10 OR SPARE ( LOCATION: OFFICE As ,RANEL MOUNTING: FLUSH. 120/208 V. 10, 3 WIRE, AC, FULL NEUTRAL k ISOLATED GROUND. 100 AMP M.LO. • 15/1 OR AS NOTED CABINET: "SQ'D" NOOB - SIZED FOR 18 CIRCUITS BOSEK, GIBSON & ASSOCIATES, INC, /q ENGINEERING CONSULTANTS Il1�h 2324 S. CONGRESS AVE.; SUITE 2F WEST PALM BEACH, FLORIDA 33406 (407) 439-5254 rPvisiGnS ® -3'-2� ` c) j j..)&i dPi;>Irloill Comm. ��50 ?5. sheet E see' v� 5� �/" /L r R�Ij s t i w` a x { r 777A W u S �evieiong ACHE ASSUI 1RCHITECTS, OR 23 1S 167811lMIA 0 TrWv, IT'12 x ^.xr k y Y } T h is ... '•ft ` ' i, 6 « -.:4 , � 5 �' ..� Y . fi saa���§ l`k. e . 7:..rt. 4A�'�. d� y � ` 8" METAL STUDS O 16" O.C. 3 J 518" MA STUDS 016 ATTACH AND ATTACH TO ABOVE STRUCTURE, TO ABOVE STRUCTURE M -4 > %ial,"3`'. ,. f.+. ,'+ '.V,`':,r `'+F., d'�. c""rX /ii• l+x=<".. °"=A,µ. `�' ,. i�„z''.'., t { S 1 4 $ A Y' a f .a. N it r,.(\l 1 K PREP F er r �•, z �i x r , t ., tc _ i I PANELING E'L G 0 WALL 1 /1 " PANELING 1-1 NOTE it 't O Q, C. 4yt a — — ARE IN PLACE. 5 Lam' A 2Q 411 h Ana � ko a F 3n , .m =..,?„ };:µ `t-nr -Y+F<- �,.s-e �.. 'r n".n• 7.�w`Hd`"+hw?. Y.3`:a.,''ic.@s }'�^,..i a,. .e ,-ir{r,'.t yak lr r,'�'„ -A. i:- :q#L'-*'�5,:sr- tw?'.. �`` �"`-nTtm.;;�a, :'R` ht4t,Y"rz DELI -BAKERY PREP Yl 61, 4i r' i tOki 7 1 y ° { • yl k {: �rf E� CAULK CAULK QUARRY 77LE COVE BASE r< WITH BULLNOSE s 314"x6"x6" QUARRY TILE r ' BLACK EPDX—C—MENT GROUT BOND COAT rs F r r n r14 ra 1 114 SETTING BED YA 3 SECT/ O @ DELI -BAKER e d A 2 - k tip # nYfea .apt :,.� �` � '�- ' �Au �^ �},;vi.5 of 3 ,� � a' �t +' k r v� 4 sg„",i �.,. xx 5 ? i✓ '? ' � F' 'R � .,� r ? ,x ;`; �`k �J, , �.. ,� ° y`! `. � { � ii��sd �G � � ns: r i +n s. a,. x�� ��4•� 1 'Y' ,fi �€,t-i"r ! WAF ADACHE ASSOCIATES ' CHITECTP.A.+; 3 ARCHIT P. • t� WAR23 1990 — `t 3 hrvs' i i 4+-v`i � - i a _ v • � yvY'iS`.?`.�`'+F`� o. yi p:' tA✓ +1 - F. ,, z; e` 114 � i^°� � 't�s•x I' ,�<i. �. r B a A.a d=`e ';k st i b. � n � Sw >� ; ei � � a $, a� ,+ a� i irk r ¢ l' •` 1 ntid. t t ^ .t i, $ ,..- s-+' 4FF� M.a VIVA! x i� iv, CONSTRUCTION PLANS and SPECIFICATIONS OF PAVING DRAINAGE WATER DISTRIBUTION K AND WASTEWATER COLLECTION ; TRANSMISSION IMPROVEMENTS A a t Ir � r f -I fr ! N wT r _ rt Cql 0 -j ' _-._' !j I LUCIE COUIr � ,1 AA 7 5 e 913 �. - - -- - - -, aE' � r i Y f 21 2 —22 - e23— >2G 19 \' ° Z< < v• `. 9 1 AF Par y _ —28', _27 — — 25 1 , — 25 f~I — --29 -28 ', 27 26' �_ 25 ` -- _ l St�i` Luce 6 as l'�,•� Is LUCIE � r e Immatolae IRoOE r �T4�.• t _ - r---• ^ �� -- V, ° p ¢ -: A. 3i 32 �73' .�5�3 A L= ,91 33 �. 34 36N LIFAI �� r r - _ PROJECT SITE�ao p' N 1 <,� Angle Rooa Wesl _ __ �..._ � __ - i �� •1'� i Ors _,>��: cl o� —� _— s 3 2�y5 �� 3 El;:• _/'may, `J J _. Cra ai� !,`` 9 hosl 11 �� Al —.. �xi ¢ �i c LI 68 Or an-,c A,Enue I F ` /r �'•'`/"� t c19 T`70_.-..�-. 11 12 ti 7 0!' D:la.or< 9A.cnuel 1O •�. 4 t� ".7, Rc��Gaorq,o A,Cruti.<r.0 •.. It i. -._': C... FOR1oT l 'Road L ¢ 1 e �O PIERE Q<ort6a==--t5t''t9fit. y,+�(N� ;6 5AAA1 N N, _ 1-G � - yam �. � _ ...�� 1 ' tY SCALE 1° = 1 MILE c'T .._ a LUCIV_ c �_ -- IDA CQUNTY I30 AI RPORT A. I.E, - - - -1I.II _ SOS { IF ".i a 6 A. �9 s� :l A. FORT I II e Cp flvi III L� I F�v ion �DEV�� X r)P C 17A,= v__ ti ..,: I ' �1 I y- I,• —,,. �\' 1, TITLE AND INDD( OF SHEETS Isr i�I i \1� a2, COMPUTED LAYOUT AND STRIPING DETAILS E O T. , Hj `0 3, PAVING. GRADING AND DRAINAGE (ON -SITE) O I 4, PAVING, GRADING AND DRAINAGE (U.S. HIGHWAY NO. 1)co � _ 5. PAVING, GRADING AND DRAINAGE (NORTH SANDRIDGE ROAD - OLDU,S, NO, 1) I r "�- 1; C 6, PAVING, GRADING AND DRAINAGE (SOUTH S.gru�RIIX3E RQAD -OLD S. NO, 1> _ � 71 F F( 1 \ ,`7, PAVING, GRADING AND DRAI"!AGE (SUNNY LANE) Z ``--" -.--t- • a s -> {c E c i lA 4r 0 r--- 8. WATER DISTRIBUTION AND WASTEWATER t7 -- - ��,, q E � _ — - `;� •� `' 9, WASTEWATER P'J'1PING STATION O PROJECT SiTE�R�y PlI �I NG STAT I 0{J CONTROL PANEL U 0. 6TRUCTION DETAILS PNV,NG AtZ DRAI Z I, r= 0_ 'E ,°� CONSTRUCTION DETAILS - WAT3 DISTRIBUTION_ U wi �.. { !-"'1 Ae --:.L— - I e• ,= z _� z Ste' s , �. , J - i `12 CON"TRUCTION DETAILS WASTFqATER COLLECTIONtT- B PROFILE OF WASTEWATER TRANSMISSION SYSTEM Alf IN, ILI 14, PROFILE OF WASitrvHiiR COLiECi10'. SYSi�?t 1 li [ .: � .. I { I _ � I 1 � l�� j �� i- N °; ,• <15 , St1? ARY OF EST MT© ITEMS OF WORK AND SUPPLFTIIrrf ARY COND I T I OrwS U All _�"`�.✓ i 'I',a�,,:,v,,� , J i.� _' r'�_ �• 16, SPECIFICATIONS r _I _„ -� r M.. At v. n =I r' I _=1 _ _� _� Z hr f �/ �OR4h„E . 1�1 I zl:, LI I I I I� I { AV: c- All -I I _ i`_ [ 1j -j 9 oE�j nAc AA�E �� �` {LOF >� nc 4vF t O n,Erm 1�� "r]' ., °w IFUA a ts, •i e, w hti t' ' I ., f I 1, - - M.E, ,,AEwvDRS. vilam.F 11Y { 1C��ArrA i OCT 0 3 t�S9 #38814 zE Esm I.g`y' REVISED SEPT. 26, 1989 SHEET 1 OF 16 AUGUST 3 , 1989 B➢1 51577 , ...:. _.... c)Y ti 4,; DRUG FOND LION EEIS No PARK%NU No PARKING _ �Ul Z xx PARC I" plow-uI5 PARCEL PICK-UP -E s •y" S„,:a y. Ue,-.... v�ti4c Llna -- ------------------------------------ - m H.C. P.C.I j H.C. / RODICAP ON PROPERTY CORUER5 PARCEL PICK-UP OUT PARCEL # 4 DETAILS 0.8236 ACRES 4 NORTH PROPERTY LINE OF o P TAYLOR CREEK COMMONS 4" SOLID WHITE. h o \ PAVEMEWT MARKII.lG5/571ZlPING AQID STREET SIGKIS SEE SHEET rlo. 5 ti cis 1 OUT PARCEL # 5 cn �N o /0364 ACRES \ cq 1 o^/ `C FUTURE EXPANSION 5.2684 ACRES TYP. 4" STRIPE (WHITE) TYP. DIRECTIONAL ARROWS / 3 LONG -TYP. (WHITE) a / < TYP. HANDICAP SIGN AND _� PAVM'T. SYMBOL IN ACCORD- _ ANCE WITH D.O.T. SPECIFICA- TIONS STRIPE ONLY IN FRONT OF -� FOOD LION ALL OTHER ISLANDS TO BE UNPAVED. 40'- 0„ 25'-0" i" -_ 40'- 0" CENTER TO CENTER 600 PARKING (A 10' PER SPACE Q N. T. S. S 248.22' Q 1' 1 IG,.w 21 8.22 IzEQU11ZED AVAILAESLE' TA5ULATIOIJ of PARKwc, SPAcF_S sPA,CES P_ETAIL = S8)SZO 5.F na S 5P?.CEs/1,000S.F. = 255 � 99 {ZESTAURAIIT= 2)400 S.F.Q )0 = 24 24 TOTAL 319 323 44CLUVES 9 HAI-IDICAPPED SPACES TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA U.S. HIGHWAY No. 1 ( S.R. No. 5 ) -EAST PROPERTY LINE OF TAYLOR CREEK COMMONS 30' S 28' 5'56"E 1121.79 456.99 o0 25' S 8'05'56"E 210.13 INu INv THE5E ARRok1S AWE TO BE THERMOPLA'5TIG- LB 65.00 'MI 65.00 � 64.82 ALL. O7KEW 01.1 SATE PAVEMEUT MA2KII.I65 T P 1 SHALL BE PAI 1IT I IJ ACCORDAI,ICE W AThI 1 �'i / D.O.T. SFECIFICAmows. 1 h o� OUT PARCEL # 3 0.9122 ACRES rQP. TV WOTE., ALL PAVEN1EQT MAPV_IWG5/5T21PIWri IU U.5.-Ol SHALL BE -rHEfLMOPLAFI-IC, IUCLUPING THE MAIW EIlTRAI.ICE AT LEPT. -10' LALIDSCAPE (SEE SHEET Uo.4 ) ALL OTHER PAVEMEWT MARKIUC;s/5TR(PIWG BUFFER SHALL BE PAI"TI IN ACCORDAV.ICF- w/ V,0,-C. SpECIFICATI0N5- 443.26 S 28'05'56"E 252.48 F� Cy6 ti 5, 2 TYP. P. n o �. 0 m 2 m. o CV m mru 4"WHITE SKIP W W OUT PARCEL # 1& 2 W 'V I(] � N 'tom 25' S 28'05'56"E 243.80 0�' w ti t 2.7936 ACRES 74 65.00 fi5.00 '6.06 E z .y n 2:J4 j� Io w t. z N CONS T.4"WP LU 25' PAI UT 5TRIPI o T P co m Io N N LD m m z PAVEMEWT MARKINCaS/STRIPlF1G1 AMD STREET SIQK5 SEE SHEET Mo. Z m � A�•C%�� PAVEMEI,IT MA9KIMG5/5TRIPI4G AUD STREET 6IGA16 SEE SHEET Ilo. Co w o COUSIN 9 HALIDICAPPECI / 6g.61� Tt. 51GUS/5"(M OLS(TYP.)SEE f 1�• o In - U) ADIE7AIL A LEFT q,y5 2A 4t., . z -+ z / t> D �� I 69 Jp \ti �ypl 115 j / (05. A� h �L UI L v A„ jr�N�pPUo 0� 615 AQoA,0 a0 AZ u�T S�OEOG" / SAD\ 69 �OyANP�Lv,,r .( P,�A' ,. FA �µ6 O!r �� eI PCB AI TOTAL SITE 12.2422 ACRES �,ti �es S �`\ �G �• ` �SHOPPiNG CeNTeR ONLY- •A'( Q A'0 NO OUT PARCE. L5 ) 1` z0 � �- � yoo 00o 6C3) lOx 20' S g° 120 S 2g 9 �� PAewuG SPACES a° SQPh 5� 3 b A (3N S F (00 �` v Nt �C 1-i COWST. 4" WHITE Cc)o�. /" Oq STQIPIMG- 10'x ZO' G0 2' ' . / ?0'PAIAYIUc, SPPCES ,5$ OS \w � ,SOS \ g9o0A 02 �:.� V \ / A` OZ 0 C 7p A9 gUILDlQG4 0IMF-Q5l0IJ5 QDTE5 \ gUtLDII,IG DIMEI,I510Wc-, AWD FLOOR AP.-EAS SHOW W ARE APPROX I MATE AI30 AZe I.107` TD SE USED FO2 FILIAL CDWE5TPUCTl0M STAK1=.-OUT. THE C0IUTR-ACTD2. AI4D HIS SURVEY SHALL USE THE: ARCHITE-CTUAL 5TR.UCTUR.AL- PLA►.lS FOP. BUIL.IDI►,lG b1ME1.lSlONS AND STAKE -OUT PURPOSES, 0 WEST PROPERTY LINE OF TAYLOR CREEK COMMONS COMPUTED LAYOUT and STRIPING DETAILS (MOTE i SOUTH PROPERTY LINE OF TAYLOR CREEK COMMONS C R c6 N 24'52'20"W 101.66 d - N 24'52'20"W 199.06- SANDRIDGE ROAD -------- ( OLD U.S. # 1 LINE BEARING DISTANCE 1 N 40'55'58'E 80.78 2 S 49'04'02"E 75.67 3 S 63'06'13"E 82.46 4 S 09'36'31"W 16.98 5 S 49'04'02"E 1.25 6 S 49'04'02"E 8.62 7 S 49'04'02'E 13.34 8 S 28'05'56"E 15.31 9 N 65'07'40"E 27.00 10 N 83'53'074E 27.00 11 N 82'40'00"W 8.20 CURVE DELTA RADIUS ARC TANGENT CHORD CHORD ERG 1 12*59'00' 830.00 188.08 94.45 187.68 N 42'34'32"W 2 67*04'31" 25.00 29.27 16.57 27.62 S 30'30'35'W 3 187*57*59" 60.00 196.84 861.66 119.71 S 29'56'09"E 4 0'52'57" 1426.87 21.98 10.99 21.98 S 08'41'1.5'E 5 8'01'56" 538.68 75.52 37.82 75.45 S 84'52'0i"W 6 68'36'38" 25.00 29.94 17.06 28.18 N 09'25'59'E 7 248'36'3B" 60.00 260.34 87.94 99.13 N BO'34'01'W B 8*00'49" 830.00 116.09 58.14 115.99 N 32'04'37'W 9 42'02'59" 35.00 25.69 13.45 25.11 N 70'05'32'W 10 44'23'38" 35.00 27.12 14.26 26.45 N 26*52'13"14 11 44'23'38" 60.00 46.49 24.48 45.33 N 26'52'13'W 12 90'00'Do" 35.00 54.98 35.00 49.5b N 04'04'02'W 13 33'35'57" 216.00 126.67 65.21 124.86 N 24'07'59-E 14 9'19'03" 319.09 51.89 26.00 51.83 N 02'40'29"E 15 39'14'43" 125.96 86.27 44.91 84.60 N 69'29'54'E 16 26'58'55" 75.00 35.32 0.99 34.99 S 14'36'29"E 17 12'58'36" 125.96 28.53 14.33 26.47 N 56'21'51'E 18 26'16'07" 125.96 57.75 29.39 57.24 N 75'59'12'E 19 4*07'51" 1426.87 102.87 51.46 102.B5 N 04'02'58"W 20 42'32'32" 100.00 74.25 38. 93 72.56 N 61'23'44'W 21 4*18*22" 216.00 16.23 8.12 16.23 N 38'46'47"E 22 29*17*35" 216.00 110.43 56.45 109.23 N 21'58'48"E Oil ff- m 111L TA mEl THE CALCULATIONS AND COMPUTED LAYOUT FOR THIS SITE PLAN WAS PREPARED BY JAMES A. KIRBY, III, REGISTERED LAND SURVEYOR. ANY QUESTIONS CONCEP,- NING THE HORIZONTAL CONTROL OR BOUNDARY INFORMATION SHOULD BE DIRECTED To JIM KIRBY (407/464-9621) DRAWN RY: JAX-CARD CHECKED RY: T L. K. 9-15 -09 R"D.il. REN15jCI1 A5 PER. FOOD LtOU- PA7_Vj),C ISLAbIDS DATE, DATE BY DESCRIPTION REVISION JOB No. 89 - 040 COMPUTED SITE PLAN E. SA 'DERS 6 OCT 0 3 tg39 SCALE : / " = 50 ' 9 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS i SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET ►O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33448 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE, 1' = 5o DR. NO ISHE SEAL 0 UEL F. I \ I INv. c5.•t�L / A �. n__�1 INV. 25.Ib I �N- \ ............... ()UF. E F'AI-3o. O t # 1 VU I' F'AI-i(;tL . 1 /�/ •, /// TAYLOR CREEK COMMONS FORT PIERCE , FLORIDA �a COUST. FLARED E111D SECTIDLI-D.oT ILivex Mo. PAVING GRADING and ( ON - SITE) I IV 1\Q.v o:( SpOD¢ 3:1 .j 0+45 34. e1 Pat< y Rv� I coNT ueH�< 30.90 OF 1 ' �0 lO . • Q - n ' - 2. R - ---- - .\pPO I !n GOyGGp1\o�!_O O ZZ Q.C!'• \� �"�'(•f%-''•3.\ C �t G L.� STORM WATER RETENTION DIKE TOP WIDTH= 5' F�� �� R' TOP EL.= ZZ 50 N.u..V.D�` - -- = - ' N // LEGEND EXI5TIOG ELEVATIOMS 9 � \ v C.OI15T. G' WIDE x I' DEEP GRAVEL "BLANKET Q'L' • • PROPoSED FIN15HED GRADE5 /1 D►ZDIN" ALOFIG TOEoFSLOPE (SEE A AoN SHT. IO) PR>�D 5ToRM SEWM SYSTEM \O0° G P TAYLOR CREEK LIMITS OF PRDPOSfiO ASPHALT PAYlLiG / \0 LIMITS OF 50DDI WG �� / CANTILEVER 6EY0AID EDGE TIDAL WATER - U.S.C.O.E. OF WATER 5'± DESIC�tJ ELEV. O. Z LIMITS of 5. W I OU SIT. 1 MULCH (SEE L1.5. # I bIJ SIjT. No. 4) --.-------� n APPROX. DRAILIACiF FL VJ APPROiCIMATE TOP OF SLOPE M.E. SANCERS 3-IL�-89 TV- REVIS+_n FM LOCATIahJ EiY FPUA FIELD, OCT 0 3 19C9 9 15 S9 Q.D.A. 12EVISIOI.1 A5 PER li:Oop 1_101.1- PARKl i5LAI � 5 DRAINAGE DRAWN .A.IC.'CADD 9-26-a9 R D.4-(. 2EVISlON AS PER S.F.Itii.I•n.D. #3$$14 CHECKED BY: T L. K oATE. 6 - 5 - 09 DATE BY DESCRIPTION REVISION ljoilpJo. 89 -040 SEAL CONSTRUCTION TABULATION STORM SEWER SYSTEM Structure or culvert Number OESCR/PT/ON ELEVATIONS STRUCTURES CULVERT INVERTS Upstream Downstream CULVERTS C-1 88 L.F. x 18-inch RCP @ 0.50% 19.95 19.50 C-2 176 L.F. x 24-inch RCP @ 0.50% T__ 19.50 18.62 C-3 208 L.F. x 24-inch RCP @ 0.50% 18.62 17.58 C-4 32 L.F. x 18-inch RCP @ 0.50% 25.16 25.00 C-5 88 L.F. x 18-inch RCP @ 0.50% 25.45 25.00 C-6 212 L.F. x 18-inch RCP @ 0.508 20.00 18.95 C-7 234 L.F. x 30-inch RCP @ 0.50`s - - 16.58 15.41 C-8 160 L.F. x 18-inch RCP @ 0.50% - - 18.50 17.70 C-9 32 L.F. x 24-inch RCP @ 0,50% - - 17.66 17.50 C-10 232 L.F. x 48-inch RCP @ 0.00% - - 15.00 15.00 C-11 110 L.F. x 30-inch CAP @ 10.91% - - 9.50 -2.30 STRUCTURES I-1 Type "E" Inlet w/Traffic Grate 23.70 19.50 I-2 i "E" Inlet w Traffic Grate 23.70 18.62 I-3 "E" Inlet w Traffic Grate 23.70 t_15. 58 Ir18.95 I-4 Type "J" Alt "2�' KI w/ Riser 6 Traffic Grate 23.70 1 N=17.50 E=17.70 (See Detail on Sheet 10) S=16.41 F=15.00 N1H#1 4' Dia. Storm Manhole w/Catch Rasin Frave. and 28.75 Nt20. 00 /E=25.00 Grate (Neenah Cat. #R2503-F w/G Grate) Control Structure: ,pe "E" Inlet with a non -traffic grate 19.50 9.50 Includes: 0.9 foot weir aluminum skimmer 15.50 (see detail on Sheet 10) LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS i SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. SOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: I" 5C' DR. N0 ADDITIONAL 30z3O'- AF 51577 REGULATORY SIGN WHERE APPLICABLE of PROPOSED s6AL1= NOTES 1. ALL STRIPING IN D.O.T. R/W TO BE IN ACCORDANCE WITH STND. INDEX 17346. PROPOSED EXISTII.IG EX116T. 'zol± LANE q OF PROPOSED SWALE I WE57 R/W WEST W EX 1ST I u G 9 SRou �DE3t WEST EDOaE RIGHT TURN SOUTH , C� SOUTH kIEST EDUE 4 2. REFLECTIVE PAvEma?` MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH BOuub of ptavM'r. TCPoF SLOPE r aouLlb _ oP PAVM'T 30" 30" STND. INDEX 17352. LAID ES �+ U. S. di I I7-SALE. SEED M11H ALL SLOPES DISTURBED Y / / t1511E5 u.5. d/ 1 I / PAV'T. IJAT. GRD. - - 3. TRAFFIC SHALL BE MAINTAINED PER STND. INDEX SERIES 600 (APPROPRIATE - INDEX FOR R,URK BEING PERFORMED4 37.75 )� I / IL �� _I- - 6' TO 12' 4. LOCATION OF EXISTING UTILITIES SHOWN IS APPROXELUE. THE CONTRACTOR 3 ` `� ' / /� 3 - I I 2"■ I/B" COLUMN---' N 33.0 Q'1/. / / 30.9 4 U\- I FOOTING ANDWITH Ox -� SHALL CONFIRM THE ACTUAL LOCATION OF THESE, AND OTHER UTILITIES NOT l / tl � SHOWN, WITH THE UTILITY CW2t PRIOR TO CONSTRUCTION, AND SHALL COORDI- TYPICAL ROADSIDE SWALE GA5 MAIu f / '� TYPICAL ROADSIDE SWALE �"I� 5 ". 2-I BRACKET SCALE : 1 " = 40' _ NATE HIS CONSTRUCTION TO PREVENT DAMAGE TO THE UTILITIES. lC�� h?r/ / 5. ALL EXISTDr. ROAD SIGNS, REGULATORY SIGNS, MAIL BOXES OR OTHER SIMILAR SECTION A -A // �// / // SECTION B - B ND OBJECTS SHALL BE REMOVED ARELOCATED IN ACCORDANCE WITH THE APPLICABLE SCALE 1" = 10' // / �' SCALE 1" = 10' EAST REGULATORY SIGN DETAIL POSTAL SERVICE. - - // I I 1 R/W LINE---,, N. T. S. REGULATIONS OF THE MANUAL OF UNIFIED TRAFFIC CONTROL DEVICES AND THE U.S. I YYY POSTED SPEED L/M/T 45 M.P. H. (TYP•) `APPiWx. LCCATIou of H,"GA5 MAI AI, COORDIWATE L \� ��ACTUAL LOCAT1011 WITH FP U.A. IL--_---_--_-- CONST 2/5 L F O !, R. I CONST. 24"S: OP BAR -WHITE F 4" SOLX/D WHITE /CONST. 250 L.F. OF 4" WHITE -6 ; /O SKIP Q CONST.75L.F.t OF 4 1 6 ��-- EXISTINGxSTOP BAR TO BE EMO'JED 36.96 (CRowN)34.SG -- - -- -- -- -- -- -- -- x3°1.14- -- -- -- -- -- 'YELLOW - - no /� - - - -- -- - -- -- --X -- 1 40.03 (caowN) _ RAGE r TAPER -- SOLID _I - Ir 3785 ) 2/5 S70 2 50 7� -.,., .,� .«$,. s@''�,"`,'$' �,..,.•�;... N r, '':: ¢s,;::. m,. ,�.;., s ?q?� +� a� �.,e+� g. ,°5., """f1" s '^e"�;�,�i`,�, •,_«.. - - >- `�' '� �'ar6''"e ��c¢�a'�?w;�• � �°^'?�:. / «w c"1."" g. ,,,« �"'a, ,.- +�'�.,° so",�n' .;. �.:.,, �E"A.:r. 5 '',a. ,::, q ke:. U.S" HIGHWAY CONST. 27BL.F.t OF 4 SOLID YELLOW 1 �,a� \ 250 TAPER / x 3� 0O 4 PAVED SHOULDER k 2/5 STORAGE 36.90 a�fl������ flfl� � fl � i x EXISTING GRASS ISLAND 39.G3 - - - - - - - - - ^ - - _ - - \ 6 R. /2 PAVEMENT 4 PAVED SHOULDER EXISTING S. R. x'33.3 -- - - -- - - a&�a�.,a..� EXISTING 3 CON ELLOW 3g50 E IS LNG TURN ARROW 8 6.8 CONS 4 SOLD Y GRASS W "" �-- ✓ G1 A + G f� - -�- gy50 \ s� STOP BAR TO BE REMOVED (5/O L.F. ±l ISLAND- - - -- - - - - - _ - - - - _ Z „ 98.14 '� -T- E /STING �g4.4o CONST, 250 L. F OF 4 ' WHI TE - 6, IO ' SKIP 1 CONST 215 L. F. OF 4 SOLID WHI TE CONST. 24 "STOP BAR -WHITE , C CONST. /06 L.F. 1 OF 4 " SOL /D WHI TE nV _ 0 � 55 3G.58 EDGE OF PAVEMENT CUT AND H x 3�(n2 (GROWN - -39.G0 - -- -- -- -- --„ -- x39.85- -- -- , -- -- -- �7 R--� --II// �? \ ,-- -- x =- -- -- -- -- X -- -- -- -- ---- X (CROWN) CONST. 6I3L.F. t OF 4 SOLID WHITE 15' SAW -CUT AND MATCH EXIST/COG APFROX. BURIED SOUTH. BELL MULTI- /2 PAVEM NT EDGE OF PAVEMENT ` 4 PAVED SHOULDER 39.49 37 9G \ 37.48 CABL-ES -SEE µDYE # 4 AT .LEFT 9G'45 U - 34.4G fliMXY&,F(r - - �..* w 2 - .°..,.,., CONST 4 STOP BAR WHITE 'E , , , s,„_...:,. ,�3%.-., .; : �'. ° ,.....e:$ .,., ,, 8:.,:�,. s�;�.,.,.r, •..en $, ,.: .,&«,. „ u.c:.�H��,a*°9',. ,<o.'.:� s�:e��,.,,,... «a « s � 3 �/° � 3 5 « �®�.., 1 � I , - - - - TOP SLOPE- - - «�a �- ""'tee. - sTs -�- -- - sE5 P2o(SEE SHEET LloAR3 FORCE MAID _ 8ES ��fl � S _ TO „ g g �� a' ��CONST STOP SIGN R/ / Q 39.10 300 TAPER -4.-.PAVED SHOULDER / °F `r AND MDUNT RIGHT e 30'x30 I - s 25B>nrSTOR/JGE 1 - -rnlr @$ fl ;$� a p -EXISTING SIGN TO BE REMOVED 36.50-'i�^ --CONST. 43L.F. OF �'e RN ONLY SIGN -x 33.70 - - -______====�z34.6(DITGH�-�!---- -ii_I_ _ ITo`t OI-"--oFSWALE 36gp/� X @O.Co%� 4"DOUBLE YE/'OW 'p�� - ----- I-=-=- -&=-/-=-i 'hh¢ _ _ � ««« a 35b ' III ^ SDI} �- x3� -�-ABOVE STOP SIGN -R3-7- 'OI+@0.6 '/ ' y( 33. 32.7 7 ! •L�! •1 111 III I'I I + II 29,7� $ �a (i• o fSEE BETA/L ABOVE 30 "x 30 " i IF oIZ!VEk1A(---,-11 III- 3 - 1 - I3 120'- • �ICONST. STOP S/GN AND 24" STOP BAR-WN/TE� �I- i ONL I _)(4-O,bO - - / - 1 - -x38.4 / /- - - - - - - _ _ o -81. - ss - -f SEESDETA/L AT R/GHTI 32.0Z - - - --- - - - �� �� 3L4 - - 35.00 ��. U.S. # 1 PAVING SPECIFICATIONS e (sTIUU 13" R p. % F' b,s WEST CONST. YIELD S/GN .. u.la'4.-34.2,s.Iu.=s3.z5 1 FUTURE 15 A CONST. 50L.Ft OF 4 SOLID WHirE R/W LINEps 30� EXISTgdG 5HELL 5`6" 1 W3-2 , - pTZIVEwAY 31y DIN"") Cowes SWALE YIELD 30 "x30„ COWST. SWALE SURFACE: MATCH EXISFING TYPE AM DEPTH OF ASPHALT TU 3 1/2" MAXIMUM, 2" MINIMUM (SEE TYP, SECTIoN ,AISNE) � R/W SEE TYP. SECTION ABOVE' GONST, SO L.F, OF IS"fb F F_ic .M•P. �� TURN IAr� ( � w/s4: I MITERED 6AlD SEC-TlOA15 R/W BY OTµE95 / NORTH i� OF TAYLOR CONST. B5L.F.* OF B"„ / CONST. PAVEMENT D/RECT/ONAL 100' (1. INV. = 29.7 S. IIJV. = 29.0 PRIMER: A PRIME COAT OF SS-1H FMCIISIFIED ASPHALT SHALL BE APPLIED AT A NSNIM[M. / ARROWS fTYP.I SOLD WHITE PROPOSED EXISTING (TO REMAIN) RATE OF 0.10 GALLONS PER SQLIARE YARD. (THERMOPLASTIC) BASE: BASE SLIALL BE 8" LD EF= OR CfME!NFID COQUINA SHELL MATERIAL, COMTACTID,'TO CREEK COMMONS- coSOLvsr 45 L. F. t OF /B / 98% OF MAXI DENSITY AS DETERMPED BY A.A.S.H.T.O. T-180, AND EXTErrom SOLD WHITE / SHOULDER LEFT TURN LANE RIGHT TURN LANE 6" BEYCIM THE SURFACE COURSE. GRASS 4 VARIES 12' 12' 0- 12 4' 40' i / 0 MEDIAN PAVED 0-12 LANE a LANE 0-12' SU3�RADE: SU�RADE SHALL BE STABILIZED 12" THICKNESS OF (IISANULAR MATERIAL, EXTENDED CONST• ZO L.F. OF IS FS E3.C.C.M•I? SHOULDER 4' 0 PAVED W/ 4.1 MITERED Emv SECTIONS PAVED ¢ SHOULDER 12" BEYOND THE BASE, HAVE A NIINIMLIM 40 L.B.R. AND BE CCrPACTHD TO 98% OF ----PROPERTY LINE OF OUT PARCEL # 4 36, M. LAN. = 5Z.T, S. INV. =51.8 SHOULDER (EXISTING) $ MAXIMUM DEN9ITY AS DETERMINED BY A.A.S.H.T.O. T-180. SUEGRADE SHALL BE THOROUGHLY ROLLED IN ITS ENTIRETY WITH A MULTI -RUBBER TIRED TRAFFIC ISILI.ER BEFORE ANY FIELD INSPECTION IS MADE. SHOULDER: To BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. SECTION 120. SEED AMMULCH OF 17941"OsEt) gWALE FT. `�( ' U I - IN ACCORDANCE WITH F.D.O.T. SECTION 570. SOD ALL SLOPES STEEPER THAN 4H:1V 201 ± \v�J I/ 2"� IN ACCORDANCE WTTH F.D.O.T. SECTION 575 (1982 EDITION). EXI ST1WG EX19T. 1/U EST R/kl �- .:, SLOPE VAR PAVED SHALL BE CONSTRUCTED WfERE SHOW ON THE PLANS TCJ`THE DIMENSION'S SHOWN: CN FSOUII DTH WEST EDGE�PAV ram---� SEE GRADING PLAN FOR DRIVEWAYS � '... SAW -CUT EXISTING E.O.P. 9 MATCH 1ES (6-j MIN.) SHOULDERS: THE TYPICAL SECTION. ASPAALT AND BASE MATERIAL SH}F.I.L BE CONSISTENT WITH OF PAVM'T I 4" BASE EXISTING SLOPE a SECTION PER SPECIFICATIONS �J LANES -� COAT GRD. ON SHEETS No. 3 AND 7 . THE EXISTING ROP.aW AND SHALL BE CONSTRUCTED IN A RDAN(E WITH THE -- I U.S. # I I- " ASPHALT- 2°-31/t„ - - - - -r•- - -- 12 (SHOULDER ' ABOVE SPECIFICATIONS. - - - - _ �- =7 - - "- - - - - 8" BASE =PING: SHALL BE IN ACCORDANCE WITH F.D.C.T. SECTION 711 (THERMOPLASTIC) . i L . � J I ( -. • ,-�,..... �. ,-, , v NOTE: 1, ALL MATERIALS AND OONSTRUCTICN METHODS SHALL. BE�IN ACCORDANCE WIT":i ST. 3 4 12' SUBGRA DE LUCIE COUNTY CODE AND/OR FLORIDA DEPARIMr_•"TP OF TRANSPORTATION STANDARD SPECIFICATIONS, 1987IDTTION, GAS MAIL.! f U.S" # 1 TYPICAL SECTION C NORTH - BOUND) 2. THE CONTRACTOR MAY (DOUBLE COURSE THE SUBOACTE SOIL BY PROVIDING, A 15" TYPICAL ROADSIDE SWALE BASE ALTERNATE (IYOUBLE COURSE) (N OOMPACTID COIL, IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. SCALE \TOP of sLbpE G SOUTH It OF TAYLOR \ \ \ CREEK COMMONS mmoomw I TAYLOR CREEK COMMONS SECTION C - C SCALE : 1"= 10' EAST R/W LINE WEST IL R/W 103' 7i/ 8 s i R/W LINE EXISTING(TO REMAIN) PROPOSE, `STp LEFT TURN LANE RIGHT TURN LANE 8'SHOULDER RAOiF Co Sdt .F. OF IS"O 13.C.C.M•P GRA5S VAR( 4' VARIES 2' 12 VARIES 4' 4' VARIE w 4 1 MITEKED END SECTIONS MEDIAN PAVED 1 0-12 LANE o LANE 0-12 PAVED 20-32 / SHOULDER & 4' W. I WV. = 26.4 -5. I NV. = 2Co. 3 PAVED SHOULDER(EXISTING) I 0 I/2- /�.. j� SAW -CUT EXISTINGG 14' BASE 1 T'QPE'EDGE OF PAVEMENT Ek q MATCH EXISTING SLOPE a 12" SHOULDER 8 SECTION PER SPECIFICATIONS. ASPHALT-2"-31/2„ ACEBASE U,S. + 1 TYPICAL SECTION (SOUTH - BOUND,E ^sA1��5 12" S� GRADE SCALE 1"= 10' 0,r�T U.S. HIGHWAY # I DRAWN BY: 2. D. H. CHECKED BY: T. L. K. DATE: ; j - 5 - 8`j JOB NO. 89 - 040 #38814 R/W 0 I 1ZSLOPE TO MEET NATURAL GROUND AT R/W, MAX. 4' 1 SEE pR.dpOSED SWALE CAL SECTIOL1 A -A ABOVE LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33466 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 FORT PIERCE , FLORIDA PAVING , GRADING and DRAINAGE DATE I BY DESCRIPTION REVISION SCALE: AS SHOW U I DR. NO, r ..�.,.--�.e--�-.»t--- •asr.: :.:At up 04 1 , JI'� IIpI- w •ei U-`-8"PN.C. GRAVITY MAIN SECTION A -A' SCALE:: 1" = 30' i-- -- - 3 ----- - - - - ----------- --- - - - - --� - - y ---- - - -- - - - ------------------ EXISTING PAVEMENT LIT oU.S. HIGHWAY No. 1 `, I�----------------------------�----------------- N ------------------------------------------------------------------------------ S.R. No. 5 /�+-APPROX. LOCATION OF --------- �- ---- -- ------ ------ ------------------------ - ---- -- EXIST. IB" D.I.P. WATER MAIN ------------- i--- _ _4- EXISTI"G, PAVEMENT \ / APPROX. LOCATION S BURIED - �- - _ es- - - - CONST. Go"Y,G"TEE- _- - - - sH - - - -- ,�- 1 EXISTII-iG UTILITIES(sEE NOTES CONST,G"GV. P GFORFuTuFm AT LEFT 4F NECESSARY, R6 EOCATE CDNST. 8" TAPPING VALVE ) o'� U Pl�o P05Eb WATER MAIN TO A'AVO10 \ ^ _ C0ti1FLIGT WITI{ EXI6TIEJG UTILITIES, cAs- - -�-- _ I �• , GAS ° u 5-I Ei3NST. SW,nPLIF,IG F N.T COORoI►,IATE AI.IY RELO -ATIO)J W ITN '1 5 �. / �l CstiOt.Tn1 cNsµrll) -� THE F.P.U.A. - ° 22r2eENo / �� / - - , s / ��CONST 7o L.F. oF. a �/ - A AT \ •� / CONS F G" G.V. WATER MAIN 6 Q / ! �71Y ��\ DRIDG \ \ \ w BLIND LANCE / v 25 5l CDNST. IB"x B" R\ m �5 TAPPING SLEEVE � Ot^ T� � � (CONTRACTOR SHALL COORDINATE �� �711 \ WOTE OUT PARCEL # 4 ' WATER SERVICE NOTE: THIS TAP WITH THE F.P.U.A.) �� � � �O� � RECONSTRUCT EXISTIAIG S<AIALES T OUT PARCEL # 3 / WORK UNDER THIS CONTRACT SHALL \ \ LD \ OR SLOPES AWC> SEEDFEW-TiLILE F.F. ELEV. = 34.p 3 ° 9 BE LIMITED TO CONSTRUCTION OF THE + F.F. ELEV. = 39.0 ,- \\t% Cyr MULCH ALL AREAS �ISTUR15F0 i CREQUIRES(2) 3/4" METF-RS BY FPU.A' q SERVICE LINES5� FROM THE MAIN TO SN Y UJATER MAIW C0M5TR.L1CT101.1 , TO BE INSTALLED 9ETw�N NCE °.A F.H. 5' FROM THE BLDG. THE CONTRACTOR III \ P.000RDIWG TO .O.O.T. SPECIPICATLoa-5. SHALL CODRDINATE THE FINAL LOCATION / \ AND 51ZE OF THE SERVICES W/THE M.H.�G OWNER AND THE F. P. U. A . \ A(5 IF osSIBLE 8 n T=Z9.50 INV.=27.0 OUT PARCEL # 1 =z2.5 ' ;' FF ELEV. 3o.o± \ II STORM MH#1 O OF ACCESS DRIVE 4 2 / OUT PARCEL # 2 ERAL NOTES: " `a / FF. ELEV. = 30.0 ± WERE PREPARED BY JAMES A. ILIBBY, 1I1, REGISTERED G•V# uEN \ �J 1. TOPOGRAPHIC AND BOUNDARY SURVEYS FOR THIS PROJECT CDNST. S"I(�k$" TFA RZONTAL LAND GONST. G" G.V. �~""-"�\ ' ------ 1 / ' SURVEYOR. ANY QUESTIONS CO NC EH NI NG HORIZONTAL OR -�-- -� \ / VERTICAL CONTROL SHALL BE DIRECTED TO JIM KIRBY AT \ OUT PARCEL #rJ / COINS (2)3/4 P.V.C. VERTICAL AL CONTROL / CDNST: -61' PVC / WATE(L SERVICE (�Y�-lE5 B=24.5 5' FO(ZCEMAIN /\ W 'E 1"ERVI V. T_24.50 2. UTILITIES, BOTH EXISTING AND PROPOSED, HAVE BEEN SHOWN 28.0 ± (5EC PROFILE 5M% 13 WATER SERVI �E # TO THE EXTENT POSSIBLE. THE CONTRACTOR SHALL BE �(CDNFIRN $-1504 •^ RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITY OWNER PRIOR TO CONSTRUCTION 1 TO PREVENT DAMAGE TO \ \ \ \ CDNST. 4q- L,) OF: ER 10 UTILITIES. SPECIAL ATTENTION 15 DIRECTED TO THE NATURAL CON�F; H. ` � GAS MAIN ALONG THE WEST SIDE OF U.S. HIGHWAY N0. 1 AND co"'P.V.C. (C-cm) WATER THE SOUTH SIDE OF JUANITA AVENUE. \ CDNST. 560 L.F. t OF � 3 MAIN INV.=24.0 3. PROJECT BENCHMARK: THE BENCHMARK(S) FOR THIS PROJECT - ARE AS SHOWN ON SHEET NO. 3 AND REFER TO N.G.V.D. FOR S .(°'F.V.C. WATER5ERVIGE MORE INFORMATION, CONTACT JIM KIRBY AT 464-9621. SOME BENCHMARKS ARE IN THE PAVEMENT OF OLD U.S. HIGHWAY NO. 1 TO LIFT STATION-_ - WHICH IS TO BE REMOVED. THE CONTRACTOR SHALL RELOCATE -- THESE PRIOR TO DESTHUC'FION OF THE OLD ROADWAY. (W" MIN. CDVER) i h - 1 4. DETAILS FOR SITE WORK ASSOCIATED WITH BUILDING INCLUDING //\\43 ' CONCRETE WHEEL PADS, DUMPSTER PADS WITH STORM DRAIN CONNECTIONS,STAIRWELLS, ROOF DRAINS AND WATER AND SEWER SERVICE SERVICE CONNECTIONS CAN BE OBTAINED FROM THE / \`\/ ARCHITECTURAL PLANS PREPARED BY ADACHE ASSOCIATES CIATES AT \�.\ CDNST. 2150 L.F.± OF 8 (305) 525-8133• CONTACT: PAUL TITTERINGTON. ' P.V.C. WATER MAIN 5. EXISTING SIGNS, MAIL BOXES, ETC.: ALL EXISTING ROAD AND / / \, \($(O'" MIN. COVEIR) SD' R. C. P. STORM SEWER tUNOEaz) REGULATION SIGNS, MAIL BOXES ON OTHER SIMILAR OBJECTS SHALL BE REMOVED AND RELOCATED IN ACCORDANCE WITH THE j if7L APPLICABLE REGULATIONS OF THE MANUAL OF UNIFIED TRAFFIC M. CONTROL DEVICES AND THE U.S. POSTAL SERVICE. T- 24 0 \ N= 14.99 / \ 4, DEFLECT \ IF POSSIBLE ,v i ' gLF \ X N c`co15 �SCQ J CoiD? S N3T2 CDNST. 8'WATER MAIN CONST. P-50 L.F OF 8" P.V..CC, 1.00°% /CDNST, FIRE HYDRANT _ NOTE: M.H, #5 IS At a @ 0 8� \ CDNST 8'z8"TEE/CONST. DOUBLE SANLSgRY _ _4'PJ DROP MANHOLE �og��¢u O� a �'P�C �q (APP X. LOCATIO Ke \ SERVICE (INv.= c9,6 5 8' G.V. (SEE DETAIL ON _ �°'T - OPT/ CON T q�F GRFlsE TRAP (8 @ (SEE SHEET w/15040 FLAUGE SHEET 12 DF 16 \ - BUILM G CONTRA TOR) No. / iI G0,5 - - - - - \ CDNST. 8"G.V. I 0 4 SANDRIDC E p 1 E- 20 0 „ Q.I C•ts' p' `':� ,` W"--00N5T. - -S- 1 S' FROM BLD6 N I44 \\ - - - - - CLS ST 158 LF. of B,.PV.00.4.0 I ` H-4] \,'.°j"C\8� - M.H.#-I OR TANK q \ CDNST. B" you TEE / 9 0 9 02 'I gip!\ =24.55 ,' \ SANDRID cON5T. 6 P.V.G. �F� \\� S-Id. M.H�PIo C'E ROAD OLD jU TAYLOR CREEK COMMONS -' Y1=q.5 j GRAVITY MAIN M.H.ds3 8 (off q°5 eEa��h ,x� / N N=13,Sfn B KSF ��_ `s. # 1 T= 23.0 - M.}L#4 \ y2:/ \ - CDNST. 4° s MH.dk NORTH PROPERTY PROPERTY LINE / -CON 4' (TYP.) _ ---?% ` APruoX- LaaroNOF 2� FIRC LINE PRE�ENTF= 5=1s9 II CONST.82 L• j-_ST�220 _t - P. 5=10"70 T=25.00 i _ /�� C .. (BY F.Pu. A) N=15. OF PJ. / \ Y GREASE TRAP 51 OTLI02R 'r =2Z F. / L.F. pp B• N=)O. CDNST. 0"-(2)4&+ e,ELIo5 5=11.81 °' F 9 CONS"f. fe) 3/4" P.V.C. 8 PVC. @ P.Y.C. _ -- S °j i 0 �0 RESIDENTIAL 0.4C) o\� ! wv,=2o.o Or o CDNST. 230L.F. \ N= ICII `. \\� � 1\qp L.F \ \ \ WATER SERVICE LINes ik �AD F rLGj �0 -K- CDNST. G'FIRE 5 `Z n N=16.59 PLUG END, O oOF (. o (TAP?METERs F.PUA.) \5 - P.V.C. ! 0.44°/ r\`o A to g(0� r\CV \ �1LINE COMPLETE / CONsT. 4 CHECK vAWE SY FP.u.A, UPPER INV.= 1702 / A INV. = �-.` _ ` p,� i \ \ \ J6 'y CDNST FIRE DE \. oa' W/B.F.P. CHEC FT CONNECTION zo.o -_ gip/ \ Co T. \i rN ��� CDNST. I /2" DOMESTIC K _ rG � \VALVE it FIRE ! u5 SERVICE TO BUILDING / 0------ �- F H 3 CON P.V.Ca 6) \ ' 31a DEPT. CDNNECTI \ ITAP METER AND BFP-----CONST. 450 L.F.t OF 8"P.V.C. (C-q00) WATER MAIN 2 CDNST. 1520 L.F.± OF INV.=20.0 WATER SERVIC�'CIRES* - BY FPU.A.i \ V( TAP METERS ay FFW) / y ! 6" WASTEWATER FCRCE MAIN CDNST. 'SANITARY \ %\ CDNST. FIRE DEPT. LEGEND SINGLE SERVICE CONNECTION \ ', / FUTURE EXPANSION APPROX. LOGATION� J \CONST.4"FIRE-� DEFLECT MANHOLE I.D. NUMBER 4 IV' F. F. ELEV- = Z5.0 ± OF GREASE TRAP IF P 0 13' FROM PROP. L.wE (BY DTHERS) 48" R.C.P. STORM SEWER \ / STUB -OUT 20 x 8" P.V.C. 0 ! io MIN• sEVARATtoN SEE PROFILE DF FOR FUTURE (PLUG) ^� ! CROSSING ON SHEET 5 D.44 °/D /�� UNDER B" P.V.C. W.M. UPPER INV.=8.30 �02 !/�l 4 UNDER G" F.M. DWER INV.=B•21 V / OVER 8 GRAVITY WITH 1.1' CLEAR. SM'F-INC Pf. ! CDNST. LIFT STATION -35 x 35' LIFT STATION SITE (SEE DETAILS ON SHEET NO. 9) cOQsT. e LFf or a'Pvc G' 1.25% INTO LIPT STATION r TAILOR CREEK COlVIMuiN 0 I WAFER DISTRIBUTION AND TER C FORT PIERCE FLORIDA I WASTEWA OLLECTION / oSS12,LE T=2,+ RIM. ELEVATION LINE TO LOCATION CDNST. 4" HECK VALVE 8"m x" 8"T TEE s=12. SOUTH INVERELEVATION DESIGNATED ElY THE \ / / � N=12. NORTH INVERT ELEVATION ARCHITECT. ° \ / / ro" B.F.P. BY F.P.LLA. E=20,00 EAST INVERT ELEVATION 2� 14,q EXISTING ELEVATION ��CONST.8".A6" FEE_ a CONST. FIRE HYD. CDNST. 4" BACK- f25 EXISTING TOPOGRAFMWG CONTOURS r 5� FLOW PREVENTER - by F.PU.A.. DENOTES SINGLE SANITARY SERVICE CONST S"G.�l. w/ SLI1,iD FIANUE � th s-I DENOTES SAMPLE TAP 1 N w O \ / CONSTRUGMON OF FIRE LINES FROM POINT OF SERVICE SHALL BE BY A STATE CERTIFIED SPRINKLER CONTRACTOR SANi ERS 0CT 0 3 1939 TAYLOR CREEK FIELD DRAWN BY j A K CARD 9- 2Z-09 IZ.D-H_ P-EV151Of,J AS PER F. F.U. A. 9-15 -S'� P.QH. REV1510U AS PER FOob LION PARKINS ISLANDS CHECKED BY T. L. K. 9-I f-S9 R.C?.H. REV1510U AS PE2 V..P.U.A. DATE: 8-3-89 DATE BY DESCRIPTION JOBNO 89 -040 REVISION LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS& SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA IU" STUART, FLORIDA 33497 FORT PIERCE, FL�ORIIDDAA 33450 SCALE I"-60' DR. NC- SHEET 8yP 1b a BOTTOM SLAB _ I I ---.----------- --J NOTE TOP SLAB NOT SHOWN FOR CLARITY. PLAN LOCKABLE ALUM N'.+M COVER) ' SAFETY .CHAIN HOOK \ WS AT '2" EACH WAY 1 (SEE `'GP SLAB REINFOR. NO I CABLE HOLDER PLAN' FOR ADDITIONAL 5.AN-E S STEE'!- INFORMATION) .'L'c 3 R BRACKET FINISHED GRADE v2�' ELECTRICAL CONDUIT— �` 2 T• 6 S' I D. PRE -AST WE —�""FF• WE_L SECT'CN, ASTM 9O- I• C-479 W/ AMERON BENCR _„CK" LINING —� Y t 4 I STAINLESS STEEL I I SENSOR CABLES L_,�.-� ,'fI CHAIN OR CABLE / I jp' - iii K PIPE AT PCWER CABLE B �• 02 SLOPE TO CHECK INFLUENT 8 I .�� �1J VALVE PIT ALARM CN — gAi•g�^-�— — b 414 01 LiVWV �_— DISCHARGE LAG PUMP ON PIPING ' STAINLESS i LEAD PUMP ON I �, '. •� STEEL GUIDE q BAR WITH �I . fNTE RYE OIATE PO MP OFF , 9U PPORT .,. 4' X 6" REDUCER OUT FILLET---.. *„ �1?5 DISCHARGE HEAD T CLR L� x fLElf ii. L1 r,LRT _ 05 AT 12' EACH WAY TOP B BOTTOM NOTE: I. ALL INTERIOR CONCRETE SURFACES OF WET WELL WILL BE COVERED WITH AMERON "T"LOCK INCLUDING UNDER SIDE OF LID . LIFT STATION SECTION ELEVATIONS DESCRIPTION A 17.0 TOP SLAB FINISHED GRADE e 8.0 INFLUENT BI ALARM ON C 7.0 LAG PUMP ON, D 5.4 LEAD PUMP ON E 4.0 PUMP OFF F 2.0 TOP OF GROUT G 1.67 TOP OF BOTTOM SLAB H 0.33 BOTTOM 1 TOP OF BOTTOM SLAB— I ..0 VALVE PIT ELEVATION SCHEDULE UNA\FLEX STYLE 31;10 COUPLING r I -7" I I e, 1 L 6" OSBY RESILI NT SEAT GATE VALVE o � O x CHECK VALVE I PLAN II NOTES I I. TOP SLAB NOT SHOWN FOR CLARITY. 2. VALVES, PIPES 9 FITTINGS ALL 6" 1. D. tOCKABLE 30"x 48" tt 5 AT 12" EACH WAY TOP 8 ALUMINUM COVER BOTTOM (SEE "TOP SLAB EL. REINFORCING PLAN" FOR DII COMPANION FLANGE WITH BRASS NIPPLE 17.00 ADDITIONAL INFORMATIOA) TCI QUICK CONNECT 6"— FEMALE QUICK '. COUPLING ;� - •e'er CONNECT WALL CONNECTION COUPLING - 6r 6' WIT ,,P_,LUG(4'),".. CHECK AfLEX VALVE < COUPLIRG--+ ' C--i 2"PIPE CO2 SLOPE GROUT FILLET El2"0' PEA TRAP 2' CLIP 3" CLR'- —�i� I M 5 AT 12" EACH WAY VALVE PIT F TAIL s x4-1:fEL)UCWG ELL EXIST. GRND. ALL BOLTS a NUTS TO BE 304 STAINLESS 40 FT. (±)19.3 N. G. V. D. MIN. FLOAT SWITCH CABLE 40FT. MIN. CORC/ ON PUMPS _ CHECK VALVES M & ! ..:,.,... H OR CLOW W/ LE-.VEIz f WEIc,HT GATE VALVES O.S 8, Y. KENNEDY OR MULLER GRADE TO MATCH EXIST. GRND ELEV. LOCKABLE- -" AL'Ju!NUM COVER, COMPLETE WITH STAINLESS STEEL ACCESSOR 5� 01 p;)TOP B �B OTf s LONG x n T� I ,( t 05(TOP 9 BOTTOM) �� Bc 5M EA -+ . 5• LONG 910E Cl SFES NG TOP SLAB WET WELL -3E COVER 9 OPENING IN TOP SLAB SHALL BE LARGE ENOUGH TO ACCOMODATE THE INSTALLATION OF 6'' SEWAGE PUMPS(ULTIMATE) ,HIrRSEY FNP-Z'REDUCED PRESSURE VALVE_ r BACKFLOW PREVENTER ;. II/2° HOSE BIBS — GLOBE VALVE TYPE, BRONZE L 1jq�j� HOSE Riau TO BE ' - _ 1 s�- / 11 ■ - CONTROL TO CONTROL CENTER SADDLE CLAMP SUPPORT POST e.g.II/z"PIPE SLIPPY LINE aD 6:I OR FLATTER I' + E. LIFT STATION SHALL BE SET TO GRADE . UNAFLEX STYLE 3150 FLEXIBLE COUPLING MINIMUM 6 DI FLO PIPE FLOW -� W NON -SHRINK GROUT RUBBER RING GASKET rt. mHOSE BIBB- DETAIL I— POMP i B *FT WFLI � I i i I G'JIUF R4RS �. itI S•¢:V f ':'li 1' 'iAF f 'Y 'HA',N R P r•WER CABLE CAHL t I ,, P'J M P • T--�.__. I � �._-. D U M P N i •..H01I1 F 1, , f FARTH, BIDE:,;: "• . •_� I,yp__. .i I'_ 4 4 A 4 ♦ , x —. 2'-(J-MAX ,- P K 9 --, • MIN B-D! 4,,.°< + .�'d�"E} A"' (" LiI SS Si FtI 4N1nOR FLG •PLAIN !HALL SE ORltlf0 A MINIMUM 111 ♦' INT: --�� END PIPE SOT TOM OF WF T wFLI N ""ITS SHAI t HI -- GROUTED IN PLAL f WI tH NON ,SHRINK IHOII I ' de �+ ALL ANCHOR ROL T 5, NOT', tl WASHf R4 TO A ' BE STAINLESS STEEL .___ _.. 5' V JRE FLANGE ADAPTER DUPLEX PUMP INSTALLATION `-. INTERIOR SIDE OF VALVE PIT WALL CONNECTION LIFT STATION CONTROL PANEL REQUIREMENTS: THE LIFT STATION CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING ITEMS: A. LIGHTNING ARRESTOR. B. PHASE MONITORS. C. PUMP RUNNING LIGHTS AND LEVEL LIGHTS WITH PUSH TO TEST CAPABILITIES. D. ELAPSED TIME METER FOR EACH PUMP. E. AUTOMATIC PUMP ALTERNATION CIRCUITRY. COMPLETE WITH TEST SWITCH. F. HIGH LEVEL ALARM LIGHT WITH FLASHER CLEAR LeW-5 WITH )ZED BLIL'FS) ' See sheet 9A A L'J MI N'JM COVER, COMPLETE, WITH ST 4iNLESS STEEL AC -5 '� ES� I d' I ..w 5 1 T O P B' �� •� -' BGT 7�M1 a 1 \., 5 LON Y R5(TOP B�' �' e:Trr.M tea_ z�OP B BOTTOM) EACH- SIDE OF OPENING TOP SLAB VALVE PIT ALARM LIGHT .. i SIDE MOUNTED) VENT HOLES CR';;55 BREAK TOP WITH !GREEN 'IRE ,jJ NEOPRENE aASKET 7 AS INETT AT ",l~I s FRONT DOOR (PUMP REAR DOOR) I i'Y"' CONTROL PANEL �. �'. ACCESS) POWER CO YETER��� DOOR EQUIPPED WITH PAD a I _,) K TYPE HANDLE ALARM NORM I LOUVERS BOTTOM OF DOOR WITH •�-!/4' FLANGE INSIDE NOTE ATTACH ENCLOSURE TO STEM WALL WITH ► MINIMUM .OF S STAINLESS STEEL DRILLED ANCHORS [",,ENCLOSURE FOR CONTROL PANEL F r � N. GRADE AP PRO X. EXISTING DIRT ROADWAY F W W C ' N) ' F- p . • Z ' PLUG FOR FUTURE EXTENTION, INV=8.30 - T 20 L.F. OF - @ 0.44 1 CONST. II' x 18' ASPHALT DR VEWAY PER PAR ING LOT SPECIFICATIONS M : PUMP SCHEDULE SIZE GPM TDH RPM HP REMARKS # 1 4" 195 41.0 1-150 5 R45EH502- 2 411 195 41.0 1�50 5 R4SEH502 ( PuMPS BY PEASOD`( BARAIES� E SCREEN /II \1 I I I ----J / fi INSULATED THROAT 1 1 BUSHING FRCNT DOOR PUMP STATION r.-. CCNT ROL PANEL--- -� CONTROL PANEL P4C TE CTI VE FUTURE TELEMETRY I' '_ ENCLOSURE lj PANEL—' CONTROL PANEL AREA PLAN AS RE �.: RE0 TO AS CCN T A 0 L PANEL FINISHED GRADE i CONCRETE ITEM wAl'.. 1 FRONT VIEW NOTE ALL BOLTS, NUT 8 WASHERS REQUIRED FOR ASSEMBL!NG FRAMING SHALL BE STAINLESS STEEL CONTROL — 1 FUTURE PANEL �f TELEMETRY PANEL ! • —J 9 SETS SST ANCHOR BOLTS 1/2%8 , HARDWARE (NUT, CUT LOCKWASHER 'L L i� B FLAT WASHER) I 1 SiSE VIEW EQUIPMENT MOUNTING RACK MI Y-- SCALE = I'=10' FUTURE TELEMETRY [A,81 NET -WN FOR I 1 I 1 I 3' NE MA ♦ HUS 1 SAL) 1 �-CONST. FIRE HYDRANT COMPETE NORTH ♦; OF TAYLOR vz- Pvc,1R4Bc-� - .NIGH CREEK L1COMMONS J WITH SAMPLING POINT CROu9E-HINDS EY5 PLUG WITH SEALING FITTING— ---- 7E FF FAT �W �° BLIND FLANCE� "' f+ FINISHED GRADE -W 1 z 6" P.V.C. WATER MAIN SAvDLE TAP 0 a m BST+ o ON T. COLLECTION MH.N0.1, TOP=16.15 INV.= B,10 CO ST. 1V2"RV.C. SERVICE 8" P.V.C. GRAVITY SEWER MAIN SAN. CONST. 8 L.F. L OF v 8" P.V.C. AC 1.25 L6.5. 16.5 FM M - �6"P.V.C. - 1.0 FORCE MAIN 0 j m q0P I REDUCED PRESSURE I BACKFLOW PREVENTER VALVE 1 'a PIT HOSE BIRB (SEE DETAIL ABOVE) �—CONTROL K, PANEL — 35' x 35' SITE TO BE DEEDED TO F. P. U.A. 35� SLOPE TO NATURAL GROUND LOCATION PLAN ac I .E. SANDERS 0 CT 0 3 1f3r-,.g T—� m e TAYLOR CREEK COMMONS 1 FORT PIERCE FLORIDA �+ y� BLS �.�F11� S1 �4 1 Ia1Y - °��"'"° R. D. H CHECKED KV: rM`� 9-22-959 R.D.F-(. REVISION) AS .PER F R U.A. - g R.P.H, REV1510N AS PEP. V.F u.A. DATE: a - 3 - 1989 DATE 'dY DESCRIPTION IJOBNO. 89 - 040 REVISION GROUND ROD AND CLAMP--__. _ ""11 TO WETWELL. SEE SHEET TO SERVICE ENTRANCE I N0.8 _J MIN. 21/2" CONDUIT AND ALARM LIGHT NOTE ALL FEEDER CONOU IT ENTRANCES SHALL BE STAGGERED FITTINGS FOR EAST REMOVAL FOR SERVICE ENTRANCE AND ALARM LIGHT ^NLT, A NEMA 4X HUB IS REQUIRED (NO SEAL OR UNION) CONTROL PANEL ELEVATION LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS 10 CENTRAL PARKWAY 2222 COLONIAL ROAD PO. BOX 727 SUITE 420 SUITE 201 JU►ITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 34980 SCALE: AS NOTED DE.IVO: 89-040-9 SNE W TF4i% 11 N NEUTRAL 230 VAC 30 4 WIRE LIGHTENING ARRESTOR DELTA 303 GENERATOR RECEPTACLE LIGHTENING ARRESTOR DELTA 603 1. D. SQUARE D # Q1.5 QOU 315 02 QOU 320 03 QOU 330 Q4 QOU 340 Q5 QOU 1 350 Q6 QIU 360 07 QIU 370 Q8 QIU 380 Q9 QIU 390 Q10 QIU 3100 F1.5 FAL 34015 F 2 FA L 34020 F 3 FA L 34030 F 4 FAL 34040 F 5 FAL 34050 F 6 FAL 34060 F 7 F A L 34070 F 8 FA L 34080 F9 FAL 34090 F 10 FAL 34100 0212 02L 3125 0215 02L 3150 Q217 02L 3175 0220 02L 3200 Q222 Q 2 L 3225 K12 K A L 36125 K15 K A L 36150 K 17 K A L 36175 K 20 K A L 36200 K 22 LA L 36225 K 25 LA L 36250 L 30 LA L 36300 L 35 LA L 36350 L35 1 LAL 1 36400 BREAKER SCHEDULE A 460/3 SYRELEC PWR B 230/3 SYRELEC PWR C 115/1 SYRELEC PSR PHASE MONITO SCHEDULE TYPE A 175A 1-ILSCO PDC-14-2/0-1 2-I1-SCO PDA-14-2/0-1 1-I1 SCO I PDA-11-2/0-1 TYPE B 350A 1-ILSCO PD-26-2/0-3 1-ILSCO PDC-11/2/0-1 TYPE C 620A 1-I1-SCO PDB-26-350-3 1-I1-SCO PDC-11-2/0-1 FAN BLOCK SCHEDULE # SQUARED# SIZE 1 8536 SC03 2 11SDQ1 2 3 " SE01 3 4 " SF01 4 5 1.SGO1 5 STARTER SCHEDULE 0 Q ID STAHLIN # SIZE ALUMINUM OVER HOUSE A N30 24 10 30/24/10 1 60X50X40 B N36 30 10 36/30/10 1 60X5OX40 C N48 36 12 48/36/121 80X5OX40 ENCLOSURE SCHEDULE 0 13 11 -�Cl C1 Cl L CI SAFE MODI Cl 0 l(D CI r. O=PIIASE MONITOR ACTIVE X= PIIASE MONITOR BYPASSED 10 PS-4 b ALARI 9 9 3 L FS-3 LAG � 9 O- � / I 1 IP.AD 8 O - 2 11%1A z '1M1 'III MI MAL 17 I 11 I I 9 I I1�A /� 22 10 SEE, SO'I'E A 11 zo 6 I 21 '0 -FF 1� L_ - - ALTERNATOR '1'11P.RMAL M2 23 C2 C 2< (-2R�5 SILENCE L R2 26 % SEAL FAILI 62K_r 'IOIAL 2 % SEAL FAI L STANDARD 27�N�� t SEAL PNL2 62 KJi'f07-AL OS1u cz 28 011. SEAL PROBES p 30 SEAI. PAIL I C2 OSR 2 C2 oll. SEAL PROBES 33 SP.ALFAIL2 _ 0�©©000 ®®©©000 ©®©©000 mom© • ©00� 0�®®000 ®®®®000 m���000 0®©�000 • ova µ®.:,� POWER EQUIPMENT SCHEDULE b RA # COLOR I.D. C1 RED HOT C2 WHITE NEUTRAL EARTH GROUND GREEN 1 BLACK NO MARKER 2 DARK BLUE NO MARKER 3 BROWN NO MARKER 4 YELLOW NO MARKER 5 ORNVGE NO MARKER 6 PINK NO MARKER 7 GREY NO MARKER 8 TAN NO MARKER 9 PURPLE NO MARKER 0 LIGHT BLUE NO MARKER 11 BLACK W / # 1 21 BLACK W / # 2 31 BLACK W / # 3 12 DARK BLUE W/ #1 22 DARK BLUE W / # 2 13 BROWN W/#1 23 BROWN W/#2 L' X'FMR (460 ONLY) II SU I n N I� ilk B R B M BE FAN 21 OCK T.B. BACK PANEL yN�P5 d❑ ❑ NP4 VV B1 B2 NP6 i O NP2 NP3 RESET NP1 0 NP7 ETM ETM ETM WTI FAM N.T.S ITEM MANUFACTURER PART NO. ISM MPE 091 120 103 ALT SYRELEC LJR2-110 OSR1&2 SYRELEC PNR-1101FREQ'D AH FARADAY 6110 B AL STONCO VWXLIIGC WRD APP. VG HO CONTROL CONCEPTS SS03SHBL2 SIL CONT. CONCP. PB FH BK INO R1&R2 AA ELECTRIC AAE 301 ET HECON TO 62-1134 BC/BR SQUARE D QOU 115 BTR KM PKZM 1-4 BPM KM PKZM 1 -.24 GEN REC'P R&S FCR 3134 DESIGNATION FS-1 OFF FS-2 LEAD M�RE FS-3 LAG FS-4 HIGH ALARM 6 M1 THERM 17 20 M2 THERM 21 C1 MYERS OIL SEAL 2 6 C1 27 28 OTHER OIL SEAL 2 9 31 32 COLOR CODE TERMINAL SCHEDULE TAYLOR CREEK COMMON FORT PIERCE , FLORIDA SILENCE 0 HORN v SILENCE v v v PUMP 1 HAND OFF AUTO v v PUMP 2 HAND OFF AUTO n HIGH n LEVEL ALARM PHASE MONITOR n BYPASSED n NP 1 BLUE NP 2 BLK NP 3 BLK NP 4 RED NP 5 RED NP1,2,3,4,5 -- 7/8" X 2 3/4" NP 6 PUMP 1 STANDARD PUMP 2 RED OIL SEAL FAIL n n NP7 U ELAPSED TIME v 7/8" BLUE BOTH 1 2 6 1/2" NAMEPLATE SCHEDULE NOTES: ZL OIL SEAL FAIL a) IF MYERS PUMP USE 26&27 b) IF OTHER PUMP USE 28,29,30,31,32,03 JUMPER TERMINALS IF THERMALS NOT PROVIDED IN MOTOR. 3 ONE (1) PUMP ONLY ON GENERATOR (POST NAME PLATE ON DEAD FRONT STATING SAME). 4 HORN AND LIGHT SHIP LOOSE. INSTALL RECEPTACLE THRU LOWER RIGHT SIDE TO PLUG LIGHT AND HORN INTO. A ALL WITH 115 VAC COIL. SUPPLY HEATERS TO MOTOR PLATE AMPS. A7. SHIP GENERATOR RECEPTACLE LOOSE. zc ALL GROUNDS MUST BE 25 OHMS OR LESS. NOTICE: FT. PIERCE UTILITIES AUTHORITY HAS STANDARDIZED ON THE DEVICES NOTED FOR PARTS & MAINTENANCE PURPOSES. NO SUBSTITUTIONS WILL BE APPROVED. _.... THERMAL 9 14-89 -fWLS SN�-pT ADDiE� perz FPUn REquEsr iy� NOT IN MOTOR M.E. SANCERS NO. DATE DESCRIPTION BY CKD OCT 0 3 tgpg #38814 REVISION LI FTSTATI ON CONTROL PANEL UTILITIES ENGINEERING T. PIERCE UTILITIES AUTHORITY SCALE _ JOB NO DR BY - __- WO NO APP. BY DATE DWG _NO. F 69_-040 FILE NO SHFFT NO 9 A of 16 exy1 N.; ,%rlay i "X 6G' R/W - SOUTH SANDRIDGE ROAD (ALP U.S._kl) SEE SECTION OF NORTH SANDRIDGE ROAD OIS SHEET 5 LANE: uCTIOLI and R/W 17' FOR SA6I0RIDGE ROAl7 G' I O' I O' G' - IT' Fog 5AW0R1DGE ROAD _ 14' FOR 51J JWY LANE SHOULDER PROPOSED PAV EMS QT SHOULDER 14' FOR SULJ"Y LAI-IE q 5TABIUZETDFB.V. 5EEor(AULCIA{ FERTILIZE WITHIN THESE UMFT5(TYP,) 1 OF 5V1ALE 50j SEED,MULCH OF SWALE 103 FOR SAiIDRtOGIE ROAD T' PRO Po SE GRADE 1` DTI LIZE(1YP.) T 1 101 Fog SAWD RIyE ROAD tC° i' FOK SUU NY LANE LII•!E oR P,G.L. ZI FOR SUWWY LAVE CONST SWALE WGULAT09,5EE RAHIS GROWL! r GRD, 3 RD. I (SEE DETAIL EBDW) 1/4"/FY '/40 FT. �L.EVATIOW G 71471 EXTE.I.TD SASE ¢ 5/6 • „P t. SLOPE TO WAT, GRD. (TYP.) I (/Z° ASPHALTIC COhiCRETE :TYPE 5-I ro" UMEv':X- COQUINA BASE E' REMOVE AWY PLASTIC MATIERIAL(A-2-6 A-Z-7 (DENSITY SAME AS (OR 5/5) 1.101 1 A-4,A-5,A-6,AAKID AD MUCK.) WITHIW 5�," OF THE 6" STABILIZE SUaGIv of (FBA/• ZB) FIILI5HED ROAD GRADE AWO REPLACE W rTH A-B p DEW51TY SHAD- BE 98 % OF MAXIMUM MATERIAL ACCORDING TO D.O.T, SPECIFICATIoµ5. mimAS DETERMIWED BY AA5HT0 T-IBo METHOD. TYPICAL ROADWAY SECTIONS OF CONSTRUCTION ( OFF - SITE N. T. S. �R/W LIVE AND TOP OF 3L�IPE FOR SkQALE � S' E<RTHESL N / WI J 3 `\ LL O \ s JIIIL I PLAN I' 5WALE � EDGE OF SHOULDE2 WD TOP OF 51ZPE FOR S'aWE 13TTOM .A .. �I115T (TEND SOD S' R I CONS7RUCT F L RUG OF CLEAL:, I E z� -'I q COARSE Ga<.NUUR FILL MATERIAL TYPICAL SECTION - WNLATER QUALITY SWALE RE(aULA - SCALE : N. T. S. m CMAX. TYPE INLET "A" "S" Cn Dn APPROX. WT. NOTES:(I ) ORATES TO BE CAST IRON 15.65 C 2 -4 3 -O 2 -O 3 - 235 LBS. 23.49 O 4 - 4 3 - 4'-I 3 -I 360 LBS. WITH ONE 0) SHOP COAT OF RED LEAD PAINT AND WITH A FIELD COAT TO MEET FLA. D.O.T. STANDARn SP('CILIr ATInu 35.23 E 1 3'-4" 4'-4' 3'-0 4'-6" 465 L85 58.20 H 3-4' 6'- 6 3'-0 6'-7' 725 LBS, _ ARTICLE 971, 1986 EDITION, - ' (2) SEE DETAIL. OF OPENING IN INLET SIDES. (3).BEVELEO EDGES:ALL EXPOSED STANDARD INLETS 2 I/2' x 2 I/2"x I/4' ANG E �I I il' CORNERS. CASTING W/ 3/16 x I"x 6" ANCHORS WELDED II 6 C. 10. ALL EXPOSED CONC. CORNERS "A"(,^ g r 9 • ;* AND EDGES TO RM STANDARD INLET CHAMFERED 3/4. COLLARS W/1'M5b CONT. 8"CONC. WALL b ..' '.'• FORMED -IN- ., ''' GROUT IF PI.ACE PRE-. L... PRECAST CULLAR, :A •. � CAST WRT4m+� CST i n`•x 8,. IS USED. (D 12"O.C. E.W. '•E� �'1 WHEEjE MASONRY "FILL _ AROUND PIPE �• .: :, -'4 IS USED, 1/2' A ' PLASTER 'BOTH .'•1 • �� SIDES IS REQUIRED. N0. 4} BARS 12D.C. E.W. +z CROSS SECTION LONGITUDINAL SECTION INLET DETAILS ' I ' `• N. T. S. n ,.fir ry 9-2Co-e9 F.D.H. 0u1FALL�CON11ZOL-5TKIJCTJM PER DATE BY REVISION DESIGNED: T. L. K, DRAWN: R. D, H, CHECKED- M. S, IDa < 1 WN,LB TD BE PRO:AST 4'- 0 i W OR F•PRMED-w-PL/tE - • r. r ,('T-� 4 anNFoaaa rDG •s.�`' I _ INLET WHI a _ DESIGN L.R, IIjL IN C-2r7 = 0.7 (WcWr�[ I eXTEN 7 Cul-VE -r Na4 12'ac Baas, FACT( MYO TYPICAL 4 FT. STORM MANHOLE BOTTOM OF S/G or STAGE 3 IFINISH GRADE_ BACKFILL LAYERS NOT TO EXCEED 12"IN ---- " LIMITS OF TRENCH THICKNESS , FROM 12"ABOVE PIPE STAGE 1 - i z '' i 2" !� BACKFILL LAYERS NOT TO EXCEED G° IN THICKNESS TO 12" D SHAPE TO CONFORM TO PIPE ' (MA X.)I '---� I(MAX.) ABOVE PIPE AND KEPT LEVEL AND COMPACT HAND PLACED ON BOTH SIDES OF PIPE. SELECT MATERIAL , PEAROCK FOUNDATION 3'.'-a' - .•' WHERE NEEDED •-'' _,-mac NOTE ..' _- ALL BACKFILL COMPACTED TO UNDISTURBED EARTH ----- 4 IDo'/. MAXIMUM DENSITY AT. OPTIMUM MOISTURE AS DETERMINED BY AASHTO T-99. TYPICAL STORM SEWER PIPE BEDDING DETAIL N. T. S. MINIMPI CHECKFOINTS FOR IN F CTIUI OF THE PAVING AND DRAINAGE 1PPfd7 UBITS THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE (461-2450) FOR INSPECTION AT TIE FOLLOWING CFECKPOINTS: 1. AT C01rENCFNfNT OF CONSTRUCTION. 6, AT THE TIME OF DELIVERY OF BASE MATERIAL. 2. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED 7. UPON COMPLETION OF TYE BASE AND PRIOR 1D PRIMING. PAVING AND DRAINAGE. 8. InI DIATELY PRIOR TO NO UPON THE FIRST APPLICATION 3. PRIOR TO BACKFILL OF TRENCHES CONTAINING HYDRAULIC OF TFE PLA'(-MIXED WEARING COURSE - CONDUITS, SO THAT JOINTINxi MAY BE MITUALLY APPROVED. 9, 117cxa CCt•PLETION OF CONSTRIxTION, A FINAL INSPECTION 4. PRICR TO CONCRETE POURS FOR POURED -IN -PLACE DRAINAGE WILL BE MADE WITH OUR REPRESENTATIVE, RUCTURES. 5. T6TUPON COWLET10N OF SUJBGRADE OWPA.CTING. " ' 31 . Wu. „ . 1d:.. SM�. IXW. . ;4.' 0I. 3 AYY I,I• O . I b C C . C , Np PIr. Plu Plw_ Pq Plp Ilp Ip N, Iq /M I. /M AB Pv 2LL9� �� / L e.rr o. re/e o.•.., �_. .....: ----------- TM _. ,1 4L NWe, I w •. ^ SN WEW - SIAFG E PIPE '• 't-� aim c.r. .,li 6 3 Sm erl� ( /34+..1 M1(Pq Fr M�C4v 3.Ww hN ro, .. Pll- LPnn F r Pq. IeYb Yo<r NY/, Wr v.b Pe. Yn.,J FN Sa'la N'r~' / Y+ T/`O b.w. - SECT•UA' l .Ivlryr r; o (Plp !v YN" e.y S�.NI TYPICAL SECTION OF CONCRETE MITERED END ROUND CORRUGATED METAL WIPE ( INDEX No. 272 ) N. T. S. APPROVED: DATE OCT 03 1939 l l`} ,40001 A REGISTERED ENGINEER NO,: STATE OF FLORIDA SFWMD C 25 R/W�-/ (TAYLOR CREEK SEED, Fn2TILIZE 4 MULCH ALL AREAS PISTU».-=D IN C-25 R/W I - -- NAT. Gi2D• e IZ/w _ v* CON5T• A G x 11 "BLANJV-LET D{Z3AI?-I" C'' TOE OF PE ALOt4G C-295 PSNp FPFWCp C-1 F/W ( j' WA5HED GRAVEL VIRAPPED IN FILTER FABRIC, ppELEV. = J+.-r L-A5T SECTION SHALL SE ONE L IfJri>"ALL t-?0C> FFeG"TOEOF SL->= TO TOE CF SLoPE- ,7.5' 8' S'Z� B \ + 30 jft- TOP OF BERM = 22 rj J 11LSTALL� AW&A. DEBRIS &,*TI_E 20 (SEE DETL4I.-8E1<) 2 5 -_ },� WEIR CREST = 15.5' CcnJTRCLLY.TLRzc I NAT. U�. T`IPI- E. WSTRLET ^ I 15"MIN. CL. PGN D I DITOM =10• 1 (SEE B-B 6ElDW) � /I\ FRLx4 SIaPE INV.=4.50 1 SEED, FEZTI UZE 5 MULCH CONST 110 LF ± OF 30 11 1c Al u DLLs. @ 10 91 / FVNP tea`" B 201 L -14aTH OF CULVERT SECTION A - A SEE SHEET )Jo. S) OUTFALL TO S.F.W.M.D. C - 25 (TAYLOR CREEK SCALE : 1"= 10' u0u=rRAFFIc GP.ATE 3' Berm ?5-YR./3DA`(5rA5Ep ELEV. "19.ro(MP OFSTRUCTBRE) or as shown on Lan 'r 'e..4 1 Asphaltic Concrete ( ) Type S-1 I Slope Varies ° ►- / I �11 \ 42"x/4'-fe"ALUM. DEBFU5 IBAFAE w JU TVP4 E07TOIJI6" Limerock/CoquinaBackfillor cut ,OLT D TO 51R1JCTURE FACE Base (Density same as S/G /// B /4" GALV. 5OLTS / / �I as required Slope to D.O.T.-TYPE Nat. Grd. at HE" IhILET I a' y` 3:1 or as 8" Stabilized Sub9rade (FBV 75) \� showr on plan Density shall be 98% of Maximum / E•� L-2 " ° WEIR CR T ELLL: I5.50 as Determined by AASIITO T-180 Method ` �' L - _40.9� - _f I ' • • I BDTrOM OF 5AFFLE= 15.00 .0 NOTE: Erosion Control (except at locations shown on plan) shall s •, ? : 16"Mlu, , G" 6" be as directed by the Owner and, landscape plan. (B`( OTHEIZ6) l0 a_ POP SLOPE DU 7 FACE OF ST)ACU¢E =13,5± NOTE: 101OVE ANY PLASTIC MATERIAL (A-2-6, A-2-/, A-11, A-5, A-6, I I I I �O'I-ALA. CORIZ.ALUAd. A 7 AND MUCK) WITHIN 36 INCHES OF THE FINISHED ROAD.GRADE I I PIPE -OLTTALLTO AND REPLACE WITH A-3 MATERIAL ACCORDING TO D.O.T. SPECIFI- TAYLOR• CREEK CAT IONS I I s" I 41 err e YI TYPICAL SECTION OF PAVED PARKING AREASINIM'_ I I ` I I I BO I TTOM ELEV.:9.50 N. T. S. I ---- --- -Wl l (.F 1HO SKllm r au11 scum sna.n 1 4 Yi I 5 ------ SECTION B-B CONTROL STRUCTUR e I � Larr' \\ SCALE I / � --------V-__ f' I sus•• I I I DIA. o rm B-J 5 T,-0.. SECTR,IY PLAN FLARED END SECTION AND RUBBLE RIP -RAP DETAIL _ T _ L �YlAt1 I i 1 _ S FLARED END SECTION N.T.S. 1 AWN. CLIP (4) "S'Sx3"x'/4°, 3(' LOlJ6 (D.O.T, INDEX xL2T0) 10o W� 3/4NSLOTCTYP) 4,orto REWD. NOTES I. RIP -RAP INSTALLATION SHALL BE IN ACCORDANCE TO SECTION 830-3.3 BOLT TO WALL D.D.T. SPECIFICATIONS. wl3/4DGAL-v B�� UJELDTO CORK. ALUM. PIPE 2. RUBBLE SHALL C095157 OF BROKEN STONE "R nVACRETE. BROKEN STONE �Y Ye RDupt) G•7R12ALum. PIPE 2_2 15 TO BE SOUND AND DURABLE, WITH A MINIMUM SPEOIFI6 GRAVITY,.„,.,-•,,,„„„,„„e„,,,-.,,,,,_,__, ,.. ,,,._._-..-H„�,- .,.�-,.e..r, _. . LINDAHL. BROWNING. FERRARI & HELLSTROM, INC_ CONSULTING ENGINEERS. PLANNERS 6 SURVEYORS BLDG. 5000, SUITE 104 10 CENTRAL PARKWAY 2222 COLONIAL ROAD 210 JUPITER LAKES BLVD. SUITE 420 SUITE 201 JUPITER, FL. 33468 STUART. FL. 33497 FT. PIERCE• FL. 34950 407-746-9248 407-286-3883 407-461-2450 2--04 BARS 'FILTER FABRIC TO EXTEND TOE WALL/ UNDER TOE WALL SECT" AA TAYLOR CREEK COMMONS FORT PIERCE FLORIDA .10 N W , 1 ( gNrs�'K �NY'n' AA A' PAVING /DRAINAGE CONSTRUCTION DETAILS ca) DATED : E5 SCALE : AS SHOWN 16 L-MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING ( FT.) NON. PIPE SIZE SAND ELBOWS (deg.) VALVES TEDS DEAD ENDS 2 I11L 2211 45 90 6 2 3 5 8 3 10 8 4 3 12 9 6 4 15 11 8 4 7113 20 14 ]0 5 25 18 12 6 29 21 VALUES FOR "L" ARE BASED ON .PVC PIPE AT 150 PSI OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCLUDED. WHEN DEPTH OF SOIL COVER IS LESS THAN 2 FT., VALUES FOR "L" MUST BE INCREASED BY 30%. WHEN DEPTH OF SOIL COVER IS LESS 1 OF PIPE OUTSIDE DIAMETER, VALUES FOR "L" MUST BE INCREASED BY 100%, WHEN PIPE IS PARTIALLY OF FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. EXAMPLE: A 12 INCH PVC PIPE BEING INSTALLED IN NOTES: SANDY SOIL, ENTERS A 45 DEGREE HORIZONTAL 1. ALL CAST IRON FITTINGS SHALL BEND. BE RESTRAINED BY MECHANICAL JOINTS FROM THE CHART THE MINIMUM LENGTH (L) TO BE RESTRAINED (UNI-FLANGE SERIES 1300 OR APPROV- I5 17 FEET. THEREFORE ALL JOINTS THAT FALL WITHIN 17 ED EQUAL). FEET BEFORE AND AFTER TILE ELBOW MUST BE RESTRAINED. 2. PVC PIPE JOINTS WHICH ARE IF NO JOINTS ARE ENCOUNTERED WITHIN THIS DISTANCE, THE CLOSER THAN THE MINIMUM RESTRAIN- NEXT CLOSEST JOINT DOES NOT NECESSARILY HAVE TO BE ED DISTANCE (L) SHALL DE RESTRAINED. RESTRAINED BY MECHANICAL MEANS (UNI-FLANGE 1350 OR 1390). THRUST RESTRAINT REQUIREMENTS N. T. S. LETTERING "WATER- ON COVER REFLECTOR ON .TOP OF BOX FINISH GRADE a AT EDGE OF PAVEMENT CONC PAD 16`\,. A SO X4" THICK DoZ IN UNPAVED Q AREAS 1'1 2 `3 REBAR D_ cc CONTINUOUS I ADJUSTABLE C w VAL\'E Box ` O u GATE VALVE I - TRAFFIC TYPE METER BOX — (D-112) 45° PLUG BEND I . V, RETAINER GLANDS (TYR)� CONCRETE SUPPORT IN TRAFFIC AREAS GATE VALVE and VALVE BOX DETAIL N. T. S PLAN NISHED GRADE {2" GATE VALVE �2"SC H. 40 PVC PIPE PEA ROCK OR GALVANIZED BRICK MJ PLUG TAPPED 2"- NOTE IF NOT CONNECTING TO MJ BELL USE SOLID SLEEVE W/RETAINER GLANDS AND M J PLUG BLOW -OFF ASSEMBLY N. T. S. DESIGNED: T. L. K._ DRAWN: R. D. H. CHECKFD: M• S. (-SEE BLOWOFF DETAIL ' JI I/ MECHANICAL JOINT RETAINER GLAND (UNI-FLANGE FOR PVC) RODDED TO PLUG INSTALL ONE STD. PIPE LENGTH BEYOND VALVE A -MECHANICAL JOINT TAPPED PLUG RESTRAINED BLOW -OFF ASSEMBLY N. T. S. SPRING LINE OF PIPE FINISH GRADE FINAL BACKFILL TIAL I BAICKFILL EMBEDMENT 1 MATERIAL HA—UNCHING BEDDING MAX. 6 FOUNDATION (MAY NOT BE REQUIRED) NOTES: I IN VERY POOR SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2 BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVI.DE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3 HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4 INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF THE PIPE. THE SOIL SHALL BE COMPACTED. 5 FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED AND COMPACTED TO SPECIFIED DENSITY. BACKFILLING REQUIREMENTS FINISHED GRADE :V N. T. S. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY - TAMPED TO A MINIMUM OF 100`/. OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99.� MAXIMUM TRENCH WIDTH 2 z PIPE DEPTH+W PLACE AND COMPACT IN 6" LIFTS � PIPE O.D.+ 24 IN. i MAX, WIDTH 1212" C X I:J W � w 0 U Z z C c u o M w w W I HAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL TRENCH DETAIL M N.T.S COPPER TUBING OR SCH. 40 PVC i THE EXCAVATED HOLE FOR THIS INSTALLATION SHALL BE BACKFILLED TO NATURAL GROUND AFTER CORPORA- TION STOP HAS BEEN TURNED ON AND TUBING FLOWING FULL. IT SHALL RE- A MAIN IN THIS STATE UNTIL AFTER THE SAMPLING HAS BEEN COMPLETED AND APPROVED. CORPORATION STOP -AFTER SAMPLING IS COMPLETE SHUT OFF CORPORATION STOP, REMOVt TUBING AND PLUG CORP. STOP WITH BRASS PLUG. �- • SAMPLE TAR LOCATION NOTE: WHERE POSSIBLE SAMPLE TAP SHOULD BE A FIRE HYDRANT OR BLOW -OFF. TYPICAL SAMPLE TAP N. T. S. APPROVED- M.E. SANDERS DATE a f T n 3 9939 REGISTERED ENGINEER NO #38814 STATE OF FLORIDA L i VARIES LIMIT OF HYDRANT ASSEMBLY COR n z 6 GATE VALVE `16SQ.z 4" -_ B BOX CONCRETE M COLLAR IN UNPAVED AREAS I I TEED 0 3/4 STAINLESS STFFI TIF Rnna .TRAFFIC TYPE FIRE HYDRANT WITH WATER DISTRIBUTION SYSTEM NOTES 5 1/4" OR 6"VALVE OPENING � " � ��° ,NI ' 1.PVC shall meet the requirements of AWWA C ,I � 900. The � =�Mappropriateclass N shall be DR 18, Class 150 for all commercial and industrial areas and under all street crossings. 24 SQUARE z 8" CONCRETE COLLAR W/2-43REBAR �' 2, Ductile iron pipe shall be cement -mortar lined, Class 52,11 a )-- mechanical or push -on joint and shall meet all the requirements of the following: ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (for rubber gasket joints); ANSI/AWWA C 150/21.50 (for thickness Design); and ANSI/AWWA C 151/A 21.51 (for D.I.P. molds). 1n o2 CAST MOW 3. Fittings (standard body only) for PVC pressure pipe and D.I.P. shall be of ductile iron, mechanical joint, cement -mortar lined in accordance with ANSI 21.4 rated at 350 PSI and shall comply with ANSI/AWWA C 110/A 21.10 andi C 111/A 21.11. Al BACKFLOW PREVENTER ASSEMBLY FIRE SERVICES N. T. S. All materials, construction methods, testing and disinfection shall conform to the requirements of the Ft. Pierce Utilities Authority Specifications. �—t- D.LP. I10 LONDI —(zl 5/4' /E TIC R0MGRU OR OALVANI2CD COATING ITYPICAL I L C• ND.J.P. { CCND yCDINT Y/AH�CN"� OPIND FITTINGS Ot l4 REQUIRED NOTE WHERE POSSIBLE WATER MAIN SHALL „ BE DEFLECTED BELOW STORM PIPE WITHOUT FITTINGS PER MANUFACTURER'S RECOMMENDATIONS, WATER MAIN LOWERING DETAIL N. T. S. LINDAHL. BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS• PLANNERS & SURVEYORS SLDO. 5000. SUITE 104 10 CENTRAL PARKWAY 2222 COLONIAL ROAD 210 JUPITER LAKES BLVD. SUITE 420 SUITE 201 JUPITER, FL. 33468 STUART, FL. 33497 FT. PIERCE, FL. 34950 407-746-9248 407-286-3883 407-461-2450 L89 R- 040 OJECT NO. DATED : 0 --13 II,GSCALE : N. T. S. SHEET 11 36 MIN. LENGTH OF CASING PIPI PER PLAN SKID LENGTH I SKID SPACING SEE NOTE# 2 1 SEE 71ABLE ""-SLOPE PIPE 6'THICK CONC. TO ONE END PLUG W/ BITUMASIC COATING OVER ENDS. POSITION A / BRACE -CASING PIPE A I SKID STEEL STRAP .•�"1 CARRIER PIPE, DIA. CABLE ORCLAMP. AND MAT'L PER (4 PER SKID ASSEMBLY) PLAN OR SPECICA- TIONS. go* PIPE SIZE,14' STEEL CASING SIZE, 14. MAX. SKID SPACING,FT. 4 10" 4.5 6 IG" 6.0 8 16' 7.0 10 18, 8.5 1 2" 20' 9.5 14' 24" 9.5 16 24" 9.5 18 30, 9.5 20 30, 9.5 24" I 36 9.3 3O" 42' 9.5 36° 48' 9.5 SKID TREATMENT W/ WOOD PRESERVATIVE CASING PIPE � C'SI I ION BRACE i rr- CAPIER PIPE CTION A -A NOTES: 1.- CASING PIPE SHALL BE AST M, A139. GRADE A PIPE OF DIAMETER AND THICKN ESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLOR IDA DO.T. UTILITY ACCOMO DATION GUIDE 2.- THE MINIM UN SKID LENGTH SHALL 9E EQUAL TO THE MAXIMUM SKID SPACING. 3.- SKIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JQINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH P.V.C. CARRIER PIPE. 5.- SKIDS SHALL BE TREATED WOOD BUT SHALL NOT BE CREOSOTE TREATED WOOD IF P.V.C. CARRIER PIPE IS USED. PIPE CASING DETAIL FOR JACK AND BORE N. T. S. 40 -- 130 1 20 1 15 1 10 15 p GENERAL NOTES: 1. TOPOGRAPHIC AND BOUNDARY SURVEYS FOR THIS PROJECT WERE PREPARED BY JAMES A. KIRBY, III, REGISTERED LAND SURVEYOR. ANY QUESTIONS CONCERNING HORIZONTAL OR VERTICAL CONTROL SHALL BE DIRECTED TO JIM KIRBY AT (407) 464-9621. 2. UTILITIES, BOTH EXISTING AND PROPOSED, HAVE BEEN SHOWN TO THE EXTENT POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITY OWNER PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO UTILITIES. SPECIAL ATTENTION IS DIRECTED TO THE NATURAL GAS MAIN ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 1 AND THE SOUTH SIDE OF JUANITA AVENUE. 3. PROJECT. BENCHMARK: THE BENCHMARK(S) FOR THIS PROJECT ARE AS SHOWN ON SHEET NO. 3 AND REFER TO N.G.V.D. FOR MORE INFORMATION, CONTACT JIM KIRBY AT 464-9621. SOME BENCHMARKS ARE IN THE PAVEMENT OF OLD U.S. HIGHWAY NO. 1 WHICH IS TO BE REMOVED. THE CONTRACTOR SHALL RELOCATE THESE PRIOR TO DESTRUCTION OF THE OLD ROADWAY. 4. DETAILS FOR SITE WORK ASSOCIATED WITH BUILDING INCLUDING CONCRETE WHEEL PADS, DUMPSTER PADS WITH STORM DRAIN CONNECTIONS, STAIRWELLS, ROOF DRAINS AND WATER AND SEWER SERVICE CONNECTIONS CAN BE OBTAINED FROM THE ARCHITECTURAL PLANS PREPARED BY ADACHE ASSOCIATES AT (305) 525-8133• CONTACT: PAUL TITTERINGTON. 5. EXISTING SIGNS, MAIL BOXES, ETC.: ALL EXISTING ROAD AND REGULATION SIGNS, MAIL BOXES OR OTHER SIMILAR OBJECTS SHALL BE REMOVED AND RELOCATED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS OF THE MANUAL OF UNIFIED TRAFFIC CONTROL DEVICES AND THE U.S. POSTAL SERVICE. -� \ G \\ 1 \\ \ 0) SCALE: I"= 60 ; \ ♦ O\ \ \ GOAIST. I SD I OF 8" P V.C. �► �j� GRAVITY MAI K1 3.90 % 1 I� ♦� l•, \\ I` ---,1 o - - ♦ 4 - S.B.-c-T� \ _ y 3S_ ,,.�.0 yty9.8 �24'� z 15.0 x lo.4 ♦ \ _ C01,15T. MH � 12 (4' p1A. STb.) x3�"�` z33.3 x2q x244 x197 �(\O 'SIN 2 A.I.A. (100 xl5.l R/W) xIO.G %� J� • O51 32 EX19T. CABBAGE PALMS - - ,t _ _ il- 6 :t24. �,"19.3 _ x14.8 -11- 0.4 .4, V' % EX15T. GA5 MAIN - 1 �,,,� ✓ EX15TING.♦ -.__ c35?=__--- x 2.3-g2 X25.1_ .. x10.'L •X�4 ROAD 51GR (TYP.)� x 33. x z 19.8- - - - - % 14.3- _ _ _ _ _ _ _ _ _ _ _ �__ X x35.G 30.8 �2SA f0' \ \ \\ 3,� r"2.�`'�rI g /` �� o COI,IST. 4' PIA. x Zoo ' I-r.s OI O o GON15T. 39 F 0" PV.C. GRAVITY MAIM@5.80 ° 7 I CONST. 6 45 BEN MN ## 13 � \ \ Co'- 22`/2° BED \ 1 OUT PARCEL #3 \ \ @ ,,lo" COORDINATE CON ECTIoN TO \ \ " / RF101lSTRUCT F.JCl5Tf4�Ci 5vt1ALE5 N \ y6 Con sr. 12s x�wc FAA EXISTING M.H. W /THE F,P.U.A. \ \ 1 �\ OR SLOPES ARID SEER,FEJZTILME � 2 IMPORTANT \ \ \\ \% 326 \ ` CONST ° $MUIGH ALL ARFAS DIS7UIZ6ED \ CONT 5HALL, CONFIR/IA 3� "� o)°' 3T.1 - 6"- 90 BEND BY 5ALIITAR1 5Ek1EF- CONI5TRUCIIM \ 5•Q. MANHOLE LOCATION P IOR \\ `\ � + \ \ ^� \ A=ZDIW3To D.O.T. SPEGFICATIo►IS - J\ \ TO STARTING JACK 4, BORE \ ' \ �\, _�CMT 195tL.F. OF G" D.I.P. WASTEWATER FORCE MAIN �� APPROX. EDGE OF PAVEMENT -CON57. 130L-L.F. OF CASING 05EE DETAIL IS LEFT) / _____ - - - - - ��' ' EXIST.'POWER POLE d GUY WIRES DSEy.S ID'Y I �� ° x- CONST. MH � ev.c. FORCE MAIN) � F3E11D f \ ? ^ _ _ _ _ \ G 180'x 8" P.V.C. GRp/ITY r• r• q s. �V \ ""\ In i m M w � to w r� .� \ �4 APPROX. R� W `Y � ,8" WATER MAIN- UNDER I \ s r %r'� 'r' LOCATION \` rPROPOSED 6" P.V.C. FORCE MAIN ( 125LF.!) 45° gEuO� \ ��yP</� \ \ \ Uj y EXIST 4' GAS\�� J LOCATION SHOWN AROUND CORNER 24"R.C.P. STORM- p��� �' BIA �I \ MAIN\ , / IS APPROXIMATE. THE CONTRACTOR /i \ �l.r / SHALL COORDINATE FINAL LOCATION IL0O EXIST \ OV'��'� (VERTICAL 9 HOR w s \ NOTE: SEE SHEET 8 OF 16 \ / F CONTINU -f N OF F M 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800432-4770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER \ OUT PARCEL # 4 \ \ TO L.F. ± OF \ \ 6„PV.C. W.M.- SEE SHEET 0 OF I \\ FOR CONST. NOTES MAM EUTRQ►,ICE TO TAYLOR CREEK COMMOUS SHOPPi11G CEi,tTER 101+ TAYLOR CREEK COMMONS WASTEWATER TRANSMISSION SYSTEM FORT PIERCE, FLORIDA PLAN AND PROFILE PP-OP05ED FIRE HYDRAMT w / SAMPLE POI LIT s OR A 10 \ jTO LIFT STATION. G 3 APPROX. LOCATION of EXISTING / 50UTHERN BELL CABLES a R P U.A . NATURAL GAS MAIN,THE CONTRACTOR 8" P.V,C. GRAVITY- SHALL COORDINATE THE ACTUAL LOCATION UNDER W/THE F.PU.A. / S.B. PRIOR TO CONSTRUGT R/W \ CASING FOR GAS MAI PRDPOSED IG" STEEL CASING_14 IZONTALI WITH ALL VENT UTILITY OWNERS AND THE D.O.T. \ �__� \ SCALE-. 1'= 50" .I.R UNDER ROAD Imum COVER- CONI)ECT TO' EXISTING DROP STUB -OUT, INV.= 1.00 (COORDINATE. COMMECTIOI1, 1. THE F P.U.A.) , , EX m 35 20 r FIELD: DRAWN BY: A.M.N. LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: T L. K. 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET 9 r 89 R.D.H, P_6\11510IA AS PEP_ F P LI.A. P.O. BOX 727 SUITE 420 SUITE 203 DATE: E3 - 3 -69 JUPITER, FLORIDA 33458 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 DATE BY DESCRIPTION REVISION JOB NO. 89-040 SEAL y q SCALE: AS SHOWN DR. NO: SHEET 13 0 GENERAL' Scope of Work: The Contractor shall furnish all materials, labor, equipment, tools, super- vision, transportation and incidentals necessary to construct, and he shall construct, paving, drainage, water and wastewater improvements in accordance with the provisions of these Supple- mentary Conditions, Specifications and the Drawings, entitled, "Construction Plans and Speci- fications of Paving, Drainage, Water Distribution and Wastewater Collection/Transmission Imp- rovements for Taylor Creek Commons," consisting of 16 sheets, dated August 3, 1989, and pre- pared by Lindahl, Browning, Ferrari & Hellstrom, Inc., Consulting Engineers. It is the objective of these documents to assure the total completion of the work required to provide functional, operable and efficient paving, drainage, water and wastewater improvements". at Taylor Creek Commons. Location: The work is located on the west side of U.S. Highway No. 1 at the intersection of: U.S. Highway No. 1 and State Road A-1-A, approximately 0.5 miles north of Ft. Pierce, and con- taining approximately 20.3 acres. Permits and Licenses: Construction permits for certain elements of the project work have been= obtained by the Owner, and the design and construction requirements of the project reflect con- straints and conditions imposed by these permits. These include construction permits from the South Florida Water Management District, the Florida Department of Transportation, the Florida' Department of Environmental Regulation, the Fort Pierce Utilities Authority and St. Lucie County. The Contractor shall perform his work and shall construct the project in accordance'' with the requirements of these permits and approvals, copies of which are available for his review and use from the Engineer, upon request. Additionally, the Contractor shall secure all other work permits, approvals or licenses required to perform the work, and he shall perform the work in strict accordance with those permits, approvals or licenses. Reference To Other Documents: For brevity, reference may be made to other specifications or documents wTic_F will be used to specify or control the materials placed in the work, the const- ruction methods to be used, the tolerances that will be acceptable, and contractual or legal" obligations. The specifications or documents shall include: 1. "Standard General Conditions of the Construction Contract," 1983 Edition, prepared by the Engineers' Joint Contract Documents Committee and published by the National Society of Pro- fessional Engineers. Reference shall be made: "General Conditions." 2. "Florida Department of Transportation Standard Specifications for Road and Bridge Construc- tion, 1986,11 published by the Florida Department of Transportation. Reference shall be made: "DOT Specifications." 3. "Standard Specifications for Public Works Construction in St. Lucie County, Florida," adopted by the Board of Commissioners of St. Lucie County. Reference shall be made: SLC Specifications." 4. "Fort Pierce Utilities Authority Water & Wastewater Distribution System Standard Specifi- cations & Construction Details," published by the Fort Pierce Utilities Authority. Re- ference shall be made: "FPUA Specifications." 5• "Manual on Uniform Traffic Control Devices for Streets and Highways," U.S. Department of Transportation, Federal Highway Administration. Reference shall be made: "MUTCD SpecificaJIM - tions." 6. "NFPA 24 Installation of Private Fire Service Mains, 1984,11 National Fire Protection Association. Reference shall be made: "NFPA Specifications." By reference, the documents cited above are made part of these Supplementary Conditions and Specifications. The Contractor shall have copies of each in his possession for use throughout this project work. Additionally, the work shall be performed ii accordance with all other applicable local, re- gional, state and Federal laws, regulations and codes including, but not limited to, the Fe deral Occupational Safety and Health Act. CONTRACT ISSUES General Conditions: Unless otherwise stated in these Supplementary Conditions, the provision of the " tandard eneral Conditions of the Construction Contract," referenced above, shall b used to govern all issues addressed in those General Conditions for this project. Owner -Engineer Relationship: Any agreement between Owner and Engineer shall not be, construe to provide any obligation from the Engineer to any third parties including, but not limited to, any contractors (general or sub), nor to any successors in title to the Owner. The rights under any agreement between Owner and Engineer inure only to those two parties. Insurance: The Contractor shall maintain Workmen's Compensation Insurance in compliance with orida tatutes, and the Contractor's Public Liability Insurance, including Completed Opera- tions, with minimum limits of $500,000 for any one injury and $1,000,000 for any one accident' for bodily injury, and $500,000 Property Damage. He shall also purchase Owner's/Contractor's Protective Liability Insurance with the same coverage and minimum limits required above. The Holland Construction Company shall be named as also insured. Certificates of such insurance shall be filed with the Owner. All premiums for the insurance shall be paid by the Contractor._ THE DRAWINGS , Errors or Omissions in the Drawings or Specifications: Prior to initiation of the work, the Contractor shall check dimensions, grades, elevations and Summary of Estimated Quantities shown on the Drawings to assure himself that they are correct and that the work can be accomplished as intended. The Contractor shall take no advantage of any apparent error or omission which he might discover in the Drawings or Specifications, but immediately shall notify the Engineer of such discovery, who will then make such corrections and interpretations as he deems necessary for reflecting the actual spirit and intent of the Drawings and Specifications. Soil/Sub-Soil Conditions: It is the sole and exclusive responsibility of the Contractor of: 1. Place his own interpretation on any and all soil and sub -soil data portrayed on the Drawings; 2. Perform his own soil and sub -soil investigation to determine the nature, character, location and extent of all soil and sub -soil conditions that may affect his work; and 3. Include in his contract price considerations for all work necessary to assure that the soil and sub -soil conditions will meet the requirements of the Specifications and the applicable regulations of the FPUA, DOT and SLC Specifications. THE WORK Preconstruction Conference: Immediately after the Agreement has been awarded, the Engineer s a 1 call a preconstruction conference to be held within fifteen (15) calendar days after the award and prior to initiation of the work, at a place designated by him, to review the const-111 ruction aspects of the project. The meeting will be between the Engineer and the Contractor. The Contractor shall present his tentative detailed working schedule for the project so that it may be reviewed by the Engineer. Additionally, it will afford the Contractor an opportunity to have any questions he may have on the work clarified by the Engineer. No work under the Agree- ment shall be commenced until .after the Notice to Proceed has been issued. Commencement and Completion of the Work: The Contractor shall commence work under the greement wit in ten 0 calendar aaysra`�ter the day of receipt by him of the Notice to Proceed and shall complete the work ready for use not later than the time indicated in the Agreement. The time stated for completion shall include final cleanup of the premises. Estimated Quantities: The quantities estimated for various items of work are only estimates, and may nott refleoE-all the items of work or the final quantities needed to complete the pro- ject . These quantities are subject to increase or decrease by the Owner to make them conform to the program of work selected and the actual construction required and performed. It is the responsibility of the Contractor to do all work and to furnish and install all improvements shown on the Drawings, whether they are shown in the estimated quantities, or whether the final SUMMARY OF TAYLOR CREEK COAa` yii FORT PIERCE , FLORIDA ESTIMATED ITEMS OF' WORK and S17PPLE IENTARY CONDITIONS DATE 6Y 6 quantities are more or less than those estimated. Payment for all unit price work shall be on. the basis stated in Paragraph 11.9.1 of the General Conditions. Horizontal and Vertical Control: The Contractor shall construct the required improvements OinrV the location shown on the Drawings, and shall use as horizontal control points the property' corners and right-of-way lines. The Owner shall provide two (2) benchmarks at the site for the= Contractor to use in establishing the necessary elevations and grades. Remaining horizontal° and vertical control work shall be performed by the Contractor in accordance with the' provisions and conditions of Paragraph 4.4 of the General Conditions. The topographic survey',' and control points for this project were provided by James A. Kirby, III, Registered Land Surveyor, (407) 464-9621. Coordination of Work With Others: The Contractor shall coordinate his work with the work or improvements o£ others with regard to new construction, or for the need of removal, relocation or alteration of existing facilities. This includes, but is not limited to, the FPUA, Southern: Bell Telephone & Telegraph and Florida Cablevision, and their contractors, subcontractors or agents. 4 Standards for Quality and Workmanship: All materials, equipment and supplies furnished by the Contractor For permanent incorporation in the work shall be new and of quality standards speci-" fied. Workmanship shall be first-class and the finished product equal to the best accepted 'standards of the trade for the category of work performed. Power and Water: All arrangements and costs for temporary power and water during construction sh TT be the responsibility of the Contractor. Observing the Work: At the election of the Owner, the progress and quality o11 f the work may be', observed by the Owner's Engineer or Engineer's appointed employee. No observer is authorized, to change any provisions of the Specifications without written authorization of the Owner's Engineer, nor shall the presence nor the absence of an observer relieve the Contractor from an requirements of the Drawings and Specifications.' The Contractor shall give the Engineer a minimum of 24 hours notice prior to required inspec tions, and shall supply all equipment necessary to properly test and inspect the complete' work. 'In addition to the inspection requirements stated in the DOT, SLC and FPUA Specifications,' previously referenced, the following minimum construction inspection checkpoints shall be adhered to, and the Contractor shall notify the Engineer for inspection: 1. Prior to any significant deviation from the Drawings; 2. Prior to backfilling trenches containing hydraulic conduits, so that jointing may be in spected; 3. Upon completion of subgrade compaction; 4. Upon delivery of base material; -5. Upon completion of base, but prior to priming; 6. Immediately prior to, and upon the first application of, the plant -mixed wearing course; 7. Any required pressure, leakage or load bearing testing procedures; and 8. Upon completion of construction for final inspection with the Contractor or his repre- sentative. Existing Utilities and Structures: Existing utilities, structures and facilities shown on the Drawings were located as accurately as possible from the records examined. No guarantee is made that all existing Facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of the actual location of the utilities, structures or facili- ties prior to performance of any work in the vicinity. The utility companies or utility agen- cies will co-operate with the Contractor in locating underground utilities that may be subject to damage or interruption of services during the Contractor's operations. Prior to start of the work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of same. In the event that it is necessary to shore, brace or swing a utility, the utility company or department affected should be con- tacted and their permission secured as to the method used for any such work. Restoration of Damaged Structures or Utilities: It shall be the responsibility of the Con ra_cFor to repair, rebuild or restore to it- wormer condition, any and all portions of existin utilities, structures, equipment, appurtenances or facilities, other than those to be paid fo under this Contract, which may be disturbed or damaged due to this construction operation, a no cost to the Owner. Final Cleanup: Upon completion of the work but before final payment will be made, the Contrac- for sha 1 c ear and remove from the project area, all falsework, equipment, surplus and dis- carded materials, rubbish and temporary structures which result from the work under this Agree- ment, and shall restore in an acceptable manner all property which has been damaged during the prosecution of the work. Record Drawings: After completion of the contract work, but prior to submittal of the reque oieiina pint, the Contractor shall prepare and submit record drawings to the Owner, in du - ,"plicate, of the completed improvements. The drawings shall show final location, by reference to completed improvements, or other acceptable means, of all underground improvements. The drawing shall include elevations of pertinent points in the pavement, drainage and sewer sys- tems, all revisions to the original plans, and all information necessary to locate and operate the improvements constructed under this Agreement.. Guaranty:All materials and the installation thereof which are furnished and installed b y the ontractor, under the terms of the Agreement, shall be guaranteed by the Contractor against de- ef'ective workmanship, mechanical and physical defects, leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the date of final payment, said date to constitute the commencement of the one (1) year warranty period. All materials ;and installations proving to be defective within the specified period of the guaranty shall be replaced, without cost to the Owner, by the manufacturer or the Contractor. The period of guaranty of each such replacement shall be from and after the date of installation thereof. SUMMARY OF ESTIMATED ITEMS OF WORK GENERAL 1.01 CONSTRUCTION SURVEYING THIS SUMMARY OF ESTIMATED ITEMS OF WORK IS ONLY AN 1.02 CLEARING AND GRUBBING ESTIMATE AND MAY NOT RE - a) On -site FLECT ALL THE ITEMS OF ) Off -site WORK NEEDED TO COMPLETE 1. Work in Sandridge Road right-of-way THE PROJECT. IT IS THE 2. Work in Sunny Lane right-of-way TOTAL AND SOLE RESPONSI- bb 3. Work in U.S. Highway No 1 right-of-way BILITY OF THE CONTRACTOR 4. Work in State Road A-1-A right-of-way for forcemain TO DO ALL WORK AND TO O FURNISH ALL MATERIALS AND 1.03 EROSION CONTROL TREATMENT CONSTRUCT ALL IMPROVE - a) Seed, fertilize and mulch MENTS SHOWN ON THE PLANS, i. Storm water retention pond, dike and outfall culvert WHETHER OR NOT THEY ARE 2. Sandridge Road right-of-way INCLUDED IN THIS TABULA- 3. Sunny Lane right-of-way TION. 4. U.S. Highway No. 1 right-of-way 5• Utilities construction in U.S. Hwy U1, S.R. A-1-A and Sandridge Rd.R/W b) Sod 1, Along pavement edge and slope into retention pond 2. Swale regulators in Sunny Lane and Sandridge Road c) Rubble/rip rap in pond at 4811 RCP and control structure` 1.04 RECORD DRAWINGS _... DESCRIPTION REVISION FIELD, - DRAWN m-'�- CHECKED BY: R. B. i-1 DATE: AUG, 3, 1989 e) Pavement markings i4f) Traffic signs p� ti N y u C Yd .1' xl RS D ANDE 438814 LINCIAHL, BROWNING, FERRARI 6 HELLSTROM, INC. CONSULTING ENGINEERS. PLANNERS A SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. SOX 727 SUITE 420 SUITE 20S JUPITER. FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 Joe NO. 89 - 040 1 Spat SCALE, ___.- --- lot. No,. Materials, construction methods, testing and tolerances for all work shall be in accordance with the following Specifications, and with DOT Specifications, NFPA 24 Standards, FPUA Specifications and SLC Specifications re- ferenced under " Supplementary Conditions." In the event of conflict, the more stringent provision shall apply. SECTION 1. GENERAL 1 1.01 Construction Surveying: As outlined in "Supplementary Conditions," the Owner shall provide basic reference point—�orizonta control and two benchmarks in the vicinity of the work. All other construction sta- king for both horizontal and vertical control needed by the Contractor for control of his work shall be performed by him. 1.02 Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the Project as shown on the Plans in accordance with Section 110, DOT Specifications, and shall consist of the complete removal and disposal ofall trees, brush, stumps, roots, grass, weeds, rubbish, and all other obstructions to a depth of 18 inches below natural ground or design grade, whichever is lower. All material shall be removed from the site of the project, and shall be disposed of in accordance with all local, regional, state and Federal laws, regulations or ordinances. 1.03 Erosion Control Measures: (a) Seeding, fertilizing and mulching shall be provided for all areas shown on the Plans. Materials and const- ruction methods shall conform to Section 570, DOT Specifications, for Argentine bahia grass seed. (b) Sod shall be provided along the pavement edge and retention pond slope, and for swale regulators in Sunny Lane and Sandridge Road as shown on the Plans. Materials and construction methods shall conform to the requirements of Section 575, DOT Specifications, for Argentine bahia sod. (c) Sand cementrip rap and rubble shall be installed at the locations shown on the Plans. All materials and construction methods shall conform to Section 530, DOT Specifications. 1.04 Record Drawings: The Contractor shall prepare and submit record drawings to the Owner of the completed water and wastewater improvements. The drawings shall be legible and of a quality which will permit photo- graphic reproduction. The drawings shall show the final location, by reference to complete visible improve- ments or other permanent points, of all water distribution system and wastewater collection system elements, and shall include elevations of pertinent points in the pavement and drainage improvements, all revisions to the originals Plans, and all other information necessary to locate and operate the improvements constructed under this Contract. Information to be shown for the water distribution system includes the location of all lines, valves and service terminals. Information to be shown for the wastewater collection system includes the location of all lines, manholes and service terminals; and the elevations, referenced to NGVD, of all line inverts at manholes, manhole inverts and manhole rims. SECTION 2. WASTEWATER COLLECTION AND TRANSMISSION SYSTEM: Materials, construction methods, required tests and testing methods, and construction toTerances for the wastewater collection and transmission systems shall conform to the requirements of FPUA Specifications, and the Florida Department of Environmental Regulation. 2.01 Connection t0 Existing Manhole: TLIE g-INCH. GRAVITN MAIN To E8E CONSTRUCTtn> ALGNG THE 5cuTH SIDE OF S.R. A-1-A TO SERVE is pro ect s a e connect- to an existing gravity manhole at the southwest corner of the intersection of S.R. A-1-A and Old Dixie Highway, as shown on the Plans. The Contractor shall coordinate this connection with the FPUA and shall perform all work according to their specifications and instructions for the connection. 2.02 Jack and Bore Under U.S. Highway No. 1: The 6-Inch diameter force main serving this Project shall cross un�er--97S7-'RigTway Now at tree location and as shown on the Plans. The force main shall be installed in a steel casing under U.S. Highway No. 1 in accordance with FPUA and DOT Specifications. This construction shall be coordinated with the FPUA, DOT and any other utility owner having existing utilities affected by this construction. 2_03 Six -Inch Force Main: The force main shall be constructed from the lift station at the northwest corner of the Projects to the manhole described in 2.01, above, complete with fittings. The force main shall be con- structed and tested in accordance with FPUA Specifications for PVC and DIP, and in accordance to DOT Speci- fications within their rights -of -way. 10o P5� T�-+`T� DR IH E3Tza`NN IN wtZ oR "FOfzc.-E Me.IN" av -rHrzEE. sloEs� 2.04 Wastewater Pumping Station, Complete: A wastewater LIFT station shall be constructed at the location and to the elevations s own on t eFi Drawings. The station includes, but is not limited to, the wet well; pumps; pump discharge piping, fittings and valves; a pump electrical control center and concrete support; a valve pit with all plumbing, fittings, valves, appurtenances and a concrete vault; hose bibb, anti -siphon valve and concrete splash pad; all as shown on the Plans. 2_05 Gravity Collection Lines: Both 8-inch diameter and 6-inch diameter PVC gravity lines shall be furnished and - installed at the locations and to the elevations and grades shown on the Plans. C SD?- 35, GRF_EJ-4) 2.06 Precast Concrete Manholes: Precast concrete standard and drop manholes, complete with coatings, finished nverts, fr—ames and covers, shall be constructed at the locations and to the elevations shown on the Plans. SECTION 3• WATER DISTRIBUTION SYSTEM: Materials, construction methods, required tests and testing methods, and a owa le system losses or tie wa er distribution system shall conform to the requirements of FPUA Specifications Disinfection procedures, pressure, bacteriological and chlorine residual tests and testing methods and reports shall conform to the requirements of FPUA Specifications, NFPA 24 Standards, the St. Lucie County Board of Health, the Florida Department of Environmental Regulation, and the St. Lucie County/Fort Pierce Fire District. 3.01 Connection to Main: The new 8-inch line shall be connected to the existing 18-inch line in Juanita Avenue as shown on the Plans, complete with 8-inch tapping sleeve and valve, and fittings. The Contractor shall coordinate this connection with the FPUA. 3.02 Distribution Lines: The 6-inch and 8-inch PVC distribution lines shall be constructed in the locations shown on the T ns, complete with all required fittings thrust retainers, and other accessories and appur- tenances, including aviZIn1G A I GUPG6 STRAi.I>m WIRE (6wC`) IN-TGIE-TRENCHA£avt TI4P_MG.IN PAR FFUn tIFlCATIC/�15- 3_03 Service Lines: 3/4-inch, 1-inch and 1-1/2-inch PVC water service lines shall be installed at the locations shown on the Plans, including the 1-1/2-inch service to lift station, complete with fittings. The Contrac- tor shall coordinate final location and size of the services with the Owner and the FPUA. Generally, the services are to be constructed 5 feet from the building to 5 feet from the main, and plug and mark ends for future connection by either the building plumber or the FPUA. If the building plumber is ready, the site Contractor shall make building connection at time of service construction; if not, the Contractor shall confirm service stubout with the building plumber. 3_04 Valves and Boxes: Valves of various sizes shall be furnished and installed in the distribution lines at the ocations slFown on the Plans. Valve boxes shall be installed at each valve; valves in unpaved areas shall include a concrete collar, and the top of the box shall be flush with final grade. INCL00INC;BW:RLFLI=C'ToRS ON TOP 01F BaXE5 A"r-> AT 7HEE F='DciE- of A>73ACENT }31V EJd1E']uT. 3_05 Fire Hydrants, Complete: Fire hydrants shall be furnished and installed at the locations and to the grades saown on tFe Plans. The installation shall include all fittings, valves and thrust retainers, as shown on the Plans. Materials and construction methods shall conform to the requirements of the FPUA Specifications and specifications of the St. Lucie County/Fort Pierce Fire District, and NFPA 24 Standards. 3.06 Fire Prevention Improvements: The 4-inch and 6-inch fire lines shall be furnished with all fittings, back- - Y1.ow preveni;ers, c e�Ti TvTs, Fire Department connections, thrust retainers and appurtenances, and shall be shall be constructed in the locations shown on the Plans and in accordance with NFPA 24 Standards. All ma- terials shall be fire service rated and all construction from the main to the building shall be by a state - certified sprinkler. contractor. 3.07 2-inch Blowoff Assembly: Blowoff valve assembly, complete with 2-inch gate valve and valve box, shall be provided and inst—ate at the locations shown on the Plans. BoxES D-112, 3.08 Sampling Points: The Contractor shall provide and install bacteriological sampling points at the locations s o� wn on t e ans or as directed by the FPUA. Where possible, the sampling points shall be at fire hydrants and blowoff3 to avoid tapping the main. TAYLOR CREEK CO MONS) FORT PIERCE FLORIDA 3.09 Testing and Disinfection: All main lines and appurtenances shall be pressure -tested and disinfected. Dis- n-n e on proce u�res, pressure, bacteriological and chlorine residual tests and testing methods and reports shall all conform to the requirements of the FPUA Specifications, the St. Lucie County Board of Health, the Florida Department of Environmental Regulation and the St. Lucie County/Fort Pierce Fire District. Any water distribution main line, service line to the meter or fitting, or any portion thereof failing any tests shall be corrected by the Contractor and retested until the entire system is cleared and approved for use. ( 150 psi TEST WITH FPVA INSPECTOR PRESFIJ-r SECTION 4. DRAINAGE IMPROVEMENTS: Materials, construction methods, and construction tolerances for all drainage_. improvements sna7T con orm to t ese Specifications, DOT, SFWMD, and SLC Specifications. 4.01 Earthwork and Grading: (a-e) Earthwork and grading shall be performed in the areas of .the dry retention pond and in the roadside swales to achieve the configurations, depth, slopes, elevations and required cross -sections, all as shown on the Plans. All suitable material resulting from the earthwork operation may be incorporated in the project work. Any and all excess material remains the property of the Owner and must be stockpiled in an area designated by him. FIBER 4.02 Storm Sewers: Construction methods and tolerances shall conform to Section 430, DOT Specifications. - (a) Materials for round reinforced concrete pipe shall conform to Section 941, DOT Specifications, (b) Materials for bituminous -coated, corrugated metal pipe shall conform to Section943, DOT Specifications.` (c) Materials for corrugated aluminum pipe shall conform to Section 945, DOT Specifications. Backfill and compaction of trenching for culvert installation under this section shall be in accordance withal''. Section 125-8-3, DOT Specifications. Density tests shall be provided at the following vertical locations: Two tests* at springline (one each side of the pipe); One test* at one -foot above pipe,; and One test* at one -foot below subgrade or finish grade. • Density of at least 100% of maximum density as determined by AASHTO T-99, Method C. The minimum number of horizontal test locations is one per 100 lineal feet of pipe or portion thereof,"','. and/or one per 20 feet of pavement crossing. Additional tests may be required at more frequent intervals 1f deemed necessary by the Engineer. It shall be the responsibility of the Contractor to coordinate with the independent testing laborator designated by the Owner, the testing and retesting necessary to assure that the work has been performed in.° strict compliance with these Specifications. Cost for the initial testing shall be borne by the Owner. Any, retests required due to failure to meet the minlmum requirements above shall be performed at the expense ofl the Contractor. 4.03 Mitered End Sections: 18-inch diameter BCCMP mitered end sections shall be provided and installed at the, of cations as sl�wn on the Plans and in accordance with DOT Road Design Index No. 273, complete with concrete,. and sod. 4.04 Flared End Section: A- 48-inch diameter RCP flared end section shall be provided and installed on the west end�o the 4T-_l_nc_h7TCP into the retention pond, as shown on the Plans, and in accordance with DOT Road Design Index No. 270. 4.05 Storm Inlets: DOT Type "E" ditch bottom inlets with traffic frame and grates shall be provided and installed: aothe ocations shown on the Plans, and in accordance with DOT Specifications, Section 425. 4.06 Control Structure: A water control structure, being a modified DOT Type "C" ditch bottom inlet with a non- tra is ramT a anTgrate, shall be provided and installed in the retention pond as shown on the Plans, and in accordance with DOT Specifications, Section 425. - 4.07 .Manholes: Manholes,shall be furnished and installed in the locations shown on the Plans, and materials and -(a 6) construction methods,shall conform to Section 425, DOT Specifications, and DOT Road Design Index No. 200 SECTION 5. STREETS AND PARKING AREAS: Off -site streets and on -site parking areas and roadways shall be construc- ted as shown ontne Flans, and in accordance with these Specifications, DOT Specifications and Roadways, and SLC Specifications. 5_01 Off -site Streets: (a) Turning the deceleration lane construction in U.S. Highway No. 1 right-of-way shall conform to the require and the DOT permit. w ", Performed in accordance with these.,Specifi.c ,, ❑. require- ments of the DOT Specifications and shall be Specifications, the plan. 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configuration s own on the Plans. The Contractor shall be aware of existing and proposed utilities within the limits of this work as shown on the Plans. Any excess material shall be disposed of on -site as directed by the Owner. 2. Stabilized subgrade materials and construction methods shall conform to Section 160, DOT Specifications, oT ri ype C sta— bT�zing. The 12-inch thick subgrade shall be extended under the 4-foot paved and 4-foot seeded shoulder as shown on the Plans. Alternates may be used as approved by the DOT. 3-4. Base course materials and construction methods shall conform to Section 200 or 250, DOT Specifications,+4 es —pending upon the type of material used, and shall be 8-inches thick under the roadway and 4-inches thick under the shoulder pavement, as shown on the .Typical Section. 5. Asphaltic concrete surface course materials and construction methods shall conform to the requirements of —Section 3�33G and 331, DOT Specifications, for Type S 1 asphaltic concrete. Thickness shall be 2 inches minimum to 3-1/2 inches maximum for roadway and shoulder pavement. The shoulder pavement may be 5/8-inch FC-1 as approved by the DOT. 6. Pavement marking materials and construction methods shall conform to Section 711, DOT Specifications for t ermop astic markings. The work shall include the removal of existing pavement markings as shown on Sheet No. 4 of the Plans. 7. Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the construction of traffic and instructional signs including, but not limited to, "stop," "right turn only," and""yield" signs as shown on the Plans. Work under this item shall include the relocation of existing signs, mail boxes, etc., in accordance with applicable regulations of the Manual of Unified Control Devices and the U.S. Postal Service. All sign materials and construction methods shall conform to Section 700, DOT Specifications. (b) The paving of Sunny Lane and Sandridge Road north and south of the site shall conform to the requirements of St. Lucie County, and shall be performed in accordance with these Specifications, the Plans, the St. Lucie County permit, SLC Specifications and DOT Specifications. All work under this section shall be coordinated with SLC and homeowners affected by this construction to maintain access to properties and homes during this construction. 1. Earthwork and grading shall be performed to attain the elevations, grades, slopes and configurations s own on C1ce Plans including all the work required within the limits of both cul-de-sacs for Sandridge Road. Excess material shall be disposed of on -site as directed by the Owner. 2. Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, TGT_Tp_e_cTTi_c_a_t_To`ns, for Type C stabilizing, and SLC Specifications. The minimum FBV Ratio shall be 75, and minimum densities shall be 98% of maximum as determined by the AASHTO T-180 method. Any and all stabilizing material needed for the work shall be furnished by the Contractor and paid for as part of the work under this section. Stabilized subgrade within the limits shown on the Typical Sections for the roadway pavement shall be eight (8) inches in thickness,. and include the subgrade under Sunny Lane and Sandridge Road. AIR 3. Base course shall be limerock or coquina, as shown on the Plans. After compaction, the base shall have 0a Tensity that is 98% of maximum as determined by the AASHTO T-180 method. Materials and construction methods shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base � 1 material used. The base course under the roadway shall be six (6) Inches in thickness after compaction. ,4. Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be 1-1/2-inch DOT Type S-1, and shalle� ni CiaTle ads shhown on the Plans. Type S-1 shall be used for all asphaltic concrete incor- porated into the roadway pavement. Materials and construction methods shall conform to the requirements of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. 5. 6-foot stabilized shoulders: Shoulders 6-feet in width and 8-inche5 in thickness shall be constructed a-To-ng the xeterior pavement edge of Sunny Lane and Sandridge Road as shown on the Plans. The materials and construction methods shall conform to the stabilized subgrade specified under the road in Item 5.01(b)(2), except that the FBV shall be 50. Seeding, fertilizing and mulching shall be performed and paid for under Item 1.03, above. 6. Pavement markings: All materials and construction methods for pavement markings within the right-of-way ofSunnyan nand Sandridge Road shall be painted in accordance with DOT Specifications, Section 710 and SLC Specifications, and at the locations shown on the Plans. 7. Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the construction of traffic and instructional signs including, but not limited to, "stop" and "street" signs as shown on the Plans. Work under this item shall include the relocation of existing sign s,.mail boxes, etc., in accordance with the applicable regulations of the Manual of Unified Control Devices and the U.S. Postal Service. All sign materials and construction methods shall conform to Section 700, DOT Specifications. 8. Reconstruction of Existing Driveways: Contractor shall provide all materials and construction methods needed to replace the existing riveways that are damaged or destroyed as a result of the roadway and utilities construction along Sandridge Road. All work shall be in accordance with SLC Specifications. ;The Contractor shall work with the landowners to assure that the replacement is in type and kind of the " existing driveways, and that access to their property is maintained. Minimum testing determination for all the items of work under Road Construction shall be as follows: Florida Soil Item ear I ng =aIue Density Thickness 'Stabilized Subgrade 500* 500* 100* Limerock or Coquina Base --- 500* 250* '..Asphaltic Concrete --- --- 200* + = Maximum spacing shown in feet. All testing shall be taken in a staggered sampling pattern from a point 12 inches inside the left edge, to the center, to a point 12 inches inside the right edge of the item tested. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory `designated by the Owner, the testing and retesting necessary to assure that the work has been performed in strict compliance with these Specifications. Cost for the initial testing shall be borne by the "Owner. Any retests required due to failure to meet the minimum requirements above shall be performed at 1tfie expense of the Contractor. 5.02 On -Site Parking and Roadways: The paving improvements of the on -site- parking areas and access roadways stall coniotm to tie requiremf St. Lucie County, and shall be performed in accordance with these Plans, Spe- cifications, SLC permits, SLC Specifications and DOT Specifications. (a) Earthwork and grading shall be performed to attain the elevation, grades, slopes and configurations shown on t e ans.tdd t ono ly, the Contractor shall fill and compact the building pad area to the configuration shown on the Plan and to a finish grade elevation equal to the bottom of the building slab. It will be ne- "Numaim cessary for the contractor to contact the Architect (Paul Titterington, Adache Assoc. (305) 525-8133) to 'obtain the construction details of the building pad and compaction specifications, and complete the work in accordance to those requirements. Additional material needed to complete the on -site improvements shall be .,obtained from the out parcels as directed by the Owner. In no case shall the Contractor cut out parcels `lower than the finish floor elevation shown on Sheet 3 of the Plans without confirmation from the Owner and from off -site roadwork. Parcel No. 3 shall be fill as required to obtain a minimum elevation of 30 as shown L on Sheet No. 3. (b) Stabilized subgrade materials and construction methods shall conform to the requirements of Section 160, DOT pec cations, I`cr Type C stabilizing, and SLC Specifications. The minimum Florida Bearing Value Ratio shall be 75, and minimum densities shall be 98% of maximum as determined by the AASHTO T-180 method. Any ,and all stabilizing material needed for the work shall be furnished by the Contractor and `paid for as part of the work under this section. •Stabilized subgrade within the limits shown on the Typical Sections for the parking lot shall be eight (8) ` inches in thickness, and include the subgrade under the access and entrance. roads. (c) Base course shall be limerock or coquina, as shown on the Plans. After compaction, the base shall have a N'The 3essity that is 98% of maximum as determined by the AASHTO T-180 method. Materials and construction methods shall conform to Section 200 or 250, DOT Specifications, whichever is applicable for the base material used. base course under the parking lot and roadways shall be six (6) inches in thickness after compaction. (d) Asphaltic concrete, Type S-1: The asphaltic concrete surface course shall be 1-1/2-inch DOT Type S-1, and sTiaii eG—instaTle3—as—s oown on the Plans. Type S-1 shall be used for all asphaltic concrete incorpora- ted into the on -site parking areas. Materials and construction methods shall conform to the requirements " of Sections 300, 320 and 330, DOT Specifications, including the prime and tack coats for the base. (e) Pavement markings: All materials and construction methods for pavement markings within the on -site parking aneroadwaysT be painted in accordance with DOT Specifications, Section 710 and SLC Specifications, and at the locations shown on the Plans. f) Traffic signs: The Contractor shall provide all necessary materials and labor required to complete the con- struct on o£—traffic and instructional signs including, but not limited to, "stop" signs as shown on the Plans. All sign materials and construction methods shall conform to Section 700, DOT Specifications. Minimum testing determinations for all the items of work under Parking Lot and Roadways construction shall be as tOT o Florida Soil Item Bearing Value Density Thickness Stabilized Subgrade 20,000+ 20,000* 10,0000 .:Limerock or Coquina Base --- 20,000* 10,0000 Asphaltic Concrete --- --- 10,000* RN or 0 3 1099 14-aq TLK F'ETZ FPUA 11FIELDi — #38814 ,9 22-89 RDH PER F,FU.A. --- SPECIFICATIONS DRAWN BY: ---- cHEcKfo By: R B H. -- DATE, AUG. 3, 1989 DATE BY DESCWTION _. REVISION JOB NO. 89 — 040 ORAL Maximum area per test shown in square feet. Additional tests may be required at more frequent intervals if deemed necessary by the Engineer. It shall be the responsibility of the Contractor to coordinate with the independent testing laboratory de- signated by the Owner, the testing and retesting necessary to assure that the work has been performed in strict compliance with these Specifications. Cost for the initial testing shall be borne by the Owner. Any retests required due to failure to meet the mialmum requirements above shall be performed at the expense of the Contractor. LINDAHL, BROWNING, FERRARI 8, HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS E SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 3346E STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 334SO StaiE: — �DR. NO SHE