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1095 IYANNOUGH ROAD/RTE132 - PLANS (5)
'7` 7 '7, 7 PROJECT, .CONTACTS PROJECT ,: DATA H.B. HIGHWAY BUSINESS ZONING CLASSIFICATION GENERAL MILLS RESTAURANT A OWNER 5900 LAKE ELLENOR DRIVE . LOTCOVERAGE ORLANDO, FL 32809 v) (407) 851-0370 cc CONTACT, - CONSTRUCTION DEPT. BUILDING A 6 8 7o C\2 C\2 'm eo cv_j _�6 7 IMPERVIOUS, AREA S.F. T J. THOMAS CHANDLER ARbHITEC 200 E. ROBINSON STREET r S. F. 2�4, % �,q-,,_?,�� -'? �v g;z! SUITE 300 A', LAN DSCAPE AREA ORLANDO, FL 32801 oo. x P14 (407) 872-3322 p, TOTAL 99,254 S.F. 100 ' % 0" p Al" CONTACT : GARY PORTER Ln pq 0 Al v". 00 C\2 c> BUILDING TYPE TYPE 5A PROTECTED CIVIL ENGINEER SITEC 13 WELBY ROAD �.j NEW BEDFORD, MASSACHUSETT$ OCCUPANCY GROUP A-3 u cn ca (508) 998-2125 w 0 x; 7 CONTACT: STEVEN GIOIOSA BUILDING AREA EATING 00 1-4 60 cn F-4 0 STRUCTURAL ENGINEER GARY L-.--*BUpTQN, cn x w PATRON 4,852 S.F. DINING c14 ca 4 WINTER PARK, FLORIDA 32789 NON—PATRON C-) 1z" 3,504 S.F. w Ln ON (407) 845-3423 Z z 0*1 cd C\j CONTACT WILL BRASWELL w 0 TOTAL 8,356 S.F. TOTAL 0 0 PARKING M.E.P.,ENGINEERS AMIR KAZEMINIA FORMULA ONE SPACE FOR EVERY THREE SEATS AND ONE 2400 N. FORSYTH ORLANDO, FL '32807 SPACE FOR EVERY TWO EMPLOYEES f"to —7117 (407) 657 CONTACT AMIR KAZEMINIA PROVIDED REOUIRED 0f 0,cn - LANDSCAPE ARCHITECT FOSTER CONANT ASSOC14ES, INC. STANDARD PARKING STALLS 131 103 E- W;"U CO 455 S.- ORANGE AVE. Lij SUITE #501 HANDICAPPED SPACES ORLANDO, FLORIDA 32801-3355 5 5 (407) 648-2225 �';X, CONTACT KEITH OROPEZA I I I I I — I � I 'w" � TOTAL SPACES PROVIDED 136 108 's" PUBLIC TOTAL EMPLOYEE REQUIRED RESTROOM FIXTURES zz-." M W M W M W eo -4 'A =, z r4 'D REGULAR 1 3 1 1 2 4 1 Xx� H.C.—W.C. 1 1 L-12p 6 1 2 2 URINALS ............... ...... &A V�� :3 3 21 2 LAVATORIES 2 2 1 1 I-FAT Fa ;e, Uzb C BUILDING HEIGHT VAI, AhAOtWTAWS,�.7 w at, :.. pa is 1- 0 0— 1 r 01 rV. I % — — ,".� I.V N '\\pa 'w"a Pao wellb fends, ENTRANCE TOWER 25' 'of (1) BUILDING PARAPET 18'-6" kocv% a. 5 rn hood b000th V 0160 SKIS m ...V—ft ); I.— i—I-1, - I, ItUrfeed : A IV "'VatIm Itt -tstr or rn is 0= U .-s 21 I z -7.1 talk APPLICABLE CODES z w 0 z BUILDING COMMONWEALTH OF MASSACHUSETTS DATE:� 1990 so_ at t"is z 7, Al PLUMBING COMMONWEALTH OF MASSACHUSETTS DATE: 1990 V, E Dwy MECHANICAL COMMONWEALTH OF MASSACHUSETTS DATE: 1990 of EA ELECTRICAL COMMONWEALTH OF MASSACHUSETTS DATE: 1990 �q1 ]S2` SETTS DATE: 1990 H.C. COMMPNWEALTH OF MASSACHU .) I-N Alba 6� 9 u 1095 , IYANNOU.,GH R 01A D �1: -' ( R 0 U T E '13'.2 ) -1 '1 if I-I I- BOSTON UTILITIES -(Set last 4151 0 Tli t �11 I v 0,rc SANITARY SEWER PRIVATE SYSTEM C.,C', PIN -0014 ot c_C.4 pt WATER BARNSTABLE WATER COMPANY z 9 STORM SEWER TOWN OHF BARNSTABLE nap 'c' HYANNIS MASSA, CHUSET -TS b GAS COLONIAL GAS COMPANY > i�� Ide st atm. Itt b IIA—=L ' — .. to I W1 ELECTRIC COMMONWEALTH ELECTRIC 0 won 0_0 Imenor"s U z SPRINKLED YES 01trp? Th"ompsta, NIT: I f X-1ch's-010" i T....1 6 0 V vs I I to E2 z DOMESTIC NO V e *"01*� 09 ft.to P., s t?, SEPARATE LINE YES .............................. p ABBREVIATIONS SYMBOL "DESIGNATION MATERIAL � DESIGNATION DRA,WING INDEX T-1 TITLE SHEET . -.4mmo 4— V) A/E ARCH ITECT/EN GIN EER GA PNT PAINT C-1 SURVEY PSF AFF ABOVE FINISHED FLOOR GALV GALVANIZED ALT ALTERNATE GPM GALLONS PER MINUTE PSI POUNDS PER SQUARE INCH xx ALUM ALUMINUM GYP.BD. GYPSUM BOARD PVC POLYVINYL CHLORIDE APPROX APPROXIMATELY HC HOLOW CORE R RADIUS A1.01 EARTH DETAILS N RA RETURN AIR HDWE HARDWARE HGT C-5 SITE DEVELOPMENT DETAILS Uj BC ' HEIGHT RD REINFORCED ED BOARD HM HOLLOW METAL REINF L C-6 COMPACTED FIL BLDG BUILDING HORIZ HORIZONTAL REO'D REQUIRED C-7 IRRIGATION PLAN BLKG BLOCKING HP RG RETURN GRILLE A-1 GENERAL NOTES, FINISH SCHEDULES AND NOTES 1 -BOT, 'BOTTOM HR HOUR RM ROOM WALL SECTION CONCRETE HOT WATER ROUGH OPENING Bm HW RO A1.01 A-1a RESTROOM PLANS,ELEVATIONS & DETAILS SUR BUILT UP ROOFING RR RAILROAD- - j A-2 ARCHITECTURAL FLOOR PLAN AND NOTES w 11) INSIDE DIAMETER RRD ROOF RELIEF DRAIN RIGHT.OF WAY INSUL INSULATION R/W 10 1 —3 A SCHEDULE OF OPENINGS AND DETAILS CATCH BASIN CB INT INTERIOR ROOM A-4 EXTERIOR BUILDING ELEVATIONS AND DETAILS CFM CUBIC FEET PER MINUTE INFO INFORMATION SIB SOIL BORING PLASTER ci. CONTROL JOINT Sc SOLID CORE A-5 EXTERIOR BUILDING ELEVATIONS AND DETAILS CLG CEILING JT JOINT SCHED SCHEDULE A-6 ROOF PLAN, NOTES AND DETAILS SHT SHEET CORRUGATED METAL PIPE —7 EXTERIOR WALL SECTION AND DETAILS A CMU CONCRETE MASONRY UNIT K KIP Sim SIMILAR BRICK ELEVATION A-8 / EXTERIOR TRUSS DETAILS SPEC SPECIFICATION CO CLEANOUT KW KILOWATT AO.00 A-9 REFLECTED CEILING PLANS AND NOTES COL COLUMN LINE so SQUARE STAINLESS STEEL CONC CONCRETE LAM LAMINATED SS STONE A-10 SEATING AND FINISH FLOOR PLAN CONC BLK CONCRETE BLOCK. LAV LAVATORY STID STANDARD A-10A DECOR SECTIONS, DETAILS & LEGEND - CORR LG LONG STL STEEL A-108 DECOR DETAILS CONST CONSTRUCTION LIN LINEAR REVISION REFERENCE/ GLASS —1.2,3,4,5 NOT UgED CONTR CONTRACTOR LLH LONG LEG HORIZONTAL SUSP ID GLAZING TYPE �CPT CARPET LLV LONG LEG VERTICAL Sv SMOKE VENT I D—6.7,8,9 INTERIOR PERSPECTIVES AND DETAILS � TOP OF CURB CW COLD WATER LP TC MARBLE INTERIOR ELEVATIONS LIGHT POLE A-11 LVR LOUVER TEMP TEMPERED A-12 INTERIOR ELEVATIONS DIA DIAMETER T&G TONGUE—I N—GROOVE WINDOW TYPE DEG METAL A-13 INTERIOR WALL .SECTIONS A DEGREE MATL MATERIAL TJ TOP OF JOIST ND DETAILS TM DET DETAI L MAX MAXIMUM A-14 CASHIER MILLWORK MFR MANUFACTURER � DF DRINKING FOUNTAIN TYP . TYPICAL DIMENSION MH MANHOLE -DIM WOOD (ROUGH) A-15 INTERIOR SECTIONS AND DETAILS % A-16 INTERIOR SECTIONS AND DETAILS MIN MIN MINIMUM UL UNDERWRITERS 'LABORATORIES DS UNO UNLESS NOTED OTHERWISE —17 MISCELLANEOUS A BAR PLANS, ELEVATIONS, AND DETAILS DRAWING MISC DWG ; UON UNLESS OTHERWISE NOTED —18 mo MASONRY OPENING WOOD (FINISHED) A BAR MILLWORK DETAILS EF EXHAUST FAN MTL , METAL MAR A-19 EJ EXPANSION 'JOINT V VINYL A-20 VCT VINYL COMPOSITION TILE ELEC ELECTRICAL # OR NO NUMBER PLYWOOD A-21 SERVICE AREA DETAILS ELEV ELEVATION NIC NOT IN CONTRACT VERT VERTICAL EQ EQUAL NOM NOMINAL VEST VESTIBULE EWC ELECTRIC WATER COOLER NTS NOT TO SCALE COLUMN LINE: CONCRETE ROOFING TILE EWH ELECTRIC WATER HEATER W WATT FS FOOD SERVICE EQUIPMENT PLAN W/ EXIST EXISTING OAC OPENING ABOVE CEILING, WITH FS-2 FOOD SERVICE EQUIPMENT SCHEDULE 00 AR EXP EXPANSION Oc ON CENTER WC HEIGHT ELEVATION FS-3 FOOD SERVICE PLUMBING PLAN c )K. .,EXT EXTERIOR OD OUTSIDE DIAMETER WD WOOD —4 OPNG OPENING WH WATER HEATER FS RICAL PLAN FAI FRESH AIR INTAKE ORIG ORIGINAL W/o WITHOUT FS-5 FOOD SERVICE, HOOD LOCATION, BLOCKING PLAN I iii OF FD FLOOR DRAIN hlk�111;111HTI mi Oz WS WALL SECTION 'FDN FOUNDATION WWF WELDED WIRE FABRIC L SN STRUCTURAL NOTES FEC FIRE EXTINGUISHER CABINET POUND MATERIAL/ ITEM' MARK S-1 FOUNDATION PLAN FIN nNISH PL PLATE YD YARD RIGID INSULATION owton N 0 v 'FOOT PLAS PLASTIC YR YEAR FT S-2 FOUNDATION DETAILS <*1 FTG FOOTING PLYWD PLYWOOD No. —3 S ROOF FRAMING PLAN BATT INSULATION —4 S FRAMING DETAILS is FP-1 FIRE PROTECTION PLAN ONAL C ONAL C uj P-1 PLUMBING SITE PLAN —2 C4 P PLUMBING FLOOR PLAN , i. -5 P-3 SANITARY AND DOMESTIC RISERS gin co o., P-4 PLUMBING SCHEDULES AND DETAILS uj MIN -4 HVAC FLOOR PLAN ANIC 0 0) N 3 M-2 MECHANICAL ROOF PLAN M MECHANICAL SCHEDULES ................. E ELECTRICAL SITE PLAN —2 E ELECTRICAL POWER FLOOR PLAN E-3 ELECTRICAL LIGHTING PLAN ROOF PLXN E-4 ELECTRICAL E-5 ELECTRICAL POWER RISER & DETAILS E-6 UIPMENT SCHEDULES OFr T1 '-f IN I�M 71, I'z,� ,r,t f t;A A A "A _4 Yj I,q A,i A sa TPA F-I,/- -T k/ i i&H-r Is 1,2 C it LIOT-7 9 05 ---A-0KTTP_,CX_ W 112-E �j a.9c) H I&H 4HAji�j tjtQV -of lr2' 97- - 0 0 z ----------C*11 9&.4-7 f5VT sBt e-6U k&SV ELEV. 100.00 011 -T -ru�A t Kj o LYC-., Cc>Q c rz�Te PAV e4,A e_:,j (y) Of Co Lli 6uy V9 ?8 to U 14, F .0 Lae 0 ir x �T -r x q tq -S;TOP_�A Lr--WH I K16, (0, 99.13 '77 C45j't\ 7 _T Y .............. 0 0 4 0 0 ---------------- M H ---------------- 7,v C) 4� -------------------- cc)t�c ETF_ ater :;;,Barnsta bl'b Ilat W er Company A. Road A 0 d Ya m o uth 2 0 yann'16' MA eph-on e New England 'Telephon6i�,. JT n c and �Cas C' s ompany ..Co onial a 60 iiorth'�ttreet cordance with "Specification for Land Surveys , " a copy Hyann S MA -771'o-8870 1-508' I c ommonwea r C Electk" th I e&C 1 6 2421 "Ceafiberry,. �q w a y -Wa r e ain M A- -800-,�64'2`7( u )3 to be 0 South 10 feet to a point for a cor 0 238.68 feet to a poi North 66 35 -20" teastf nt* f6r a corner; 0 North 12 9.01 feet to the southerly of Route 132 ; thence, 0 -121-42.1' east, 233.�89 feet alo South 60 e point of beg-inning. 13 We �13 We aw rown:. N Jd ly s 125 -tivil and EnVirohrh6ntal ngineenng-. fAX n of all buildi uctur m -.7554 IE property; th-at there are no visible encroachments from Land Use Plann' Ing V -of-ways or eatements on ty, Or ri ht 0 0 e rty, excep a said ,Plat of. Survey; s nd that I a rd 0 ngineer a r or r e a 0 of Massachusetts. - _ " i �?. 0 Sign a 0 client: r d awing titl6:, of. r 0 AS*; NOT 'LOCATffb IN .A' FLO D HAZARD ZONE �DISTRICT - ,,'HIGHWAY BUSINESS ZONING CD PARKING FORMULA LOT COVERAGE CURVE LEGEND CONSTRUCTION NOTES C� GENERAL NOTES V) ONE SPACE FOR EVERY THREE SEATS BUIL ING AREA 8,356 S.F.- 8 % ,- AND ONE SPACE FOR EVERY TWO EMPLOYEES. 1 IMP RVIOUS AREA 40,423 S.F. 41 o O 2 0 RADIUS , C-1 NEW ASPHALT PAVED ACCESS DRIVE. A. . SEE DRAWING C-1 FOR COMPLETE SURVEY OF EXISTING � CONDITIONS. W c � 'moo PERVIOUS PAVEMENT 24,989 S.F. 25 % 0 2'-6" RADIUS C-2 CENTER OF CURVE FOR CURB/ISLAND TO BE LOCATED pJ= Co cI c LANDSCAPE AREA 25,486 S.F. 26 % SO THAT IF CURVE WERE TO CONTINUE IT WOULD HIT B! SEE DRAWING C-3 FOR SITE UTILITIES PLAN 3 '- FRONT EDGE OF PARKING STALL, WHERE APPLICABLE. `" '� � � STALL SIZE: REQUIRED: PROVIDED: 3 o RADIus • C. SEE DRAWING C-4 FOR PAVING GRADING PLAN REG.: 10' X 20' 103 131 TOTAL 990254 S.F. 100 % 4 6'-O" RADIUS C-3 TYPICAL HANDICAP PARKING SPACE, PROVIDE SIGN w r- r- H.C.: 12' X 20' 5 5 O PER DETAIL C5.06. PAINTED PAVEMENT MARKING D. SEE DRAWING C-5 FOR ADDITIONAL SITE DETAILS. O ^v O 10'-0" RADIUS PER DETAIL C5.07. _ w TOTAL SPACES: 108 136 E. SEE DRAWING C-6 FOR LANDSCAPE PLANS AND DETAILS. o ,� O 20'-0" RADIUS C-4 TYPICAL 7'-0" WIDE X 4" THK CONC. SIDEWALK, U.N.O., WITH (y_ "� p .� BROOM FINISH PERPENDICULAR TO. EDGE OF SIDEWALK. F. SEE DRAWING C-7 FOR LANDSCAPE IRRIGATION PLAN O7 30'-0" RADIUS REINFORCE, WITH 6x6 - W1.4xW1.4 W.W.F.. PROVIDE SAW AND DETAILS. 11 CUT OR TOOLED CONTROL JOINTS AT 5'-0' O.C. AND _ O 50'-0" RADIUS 1/2" EXPANSION JOINTS WITH FILLER AT 30'-0" O.C. G. SEE DRAWING P-1 FOR PLUMBING SITE PLAN AND F- SEE DETAIL C5.02 AND C5.04. INFORMATION. U9 4'-0" RADIUS Z C-5 4" WIDE WHITE PARKING STRIPE. H. SEE DRAWING E-1 FOR ELECTRICAL SITE PLAN AND 10 26'-0" RADIUS SITE LIGHTING C-6 DUMPSTER ENCLOSURE, 8" REINFORCED CONCRETE U 11 54'-0" RADIUS BLOCK CONSTRUCTION WITH WOOD SIDING EXTERIOR I. SEE COVER SHEET FOR PROJECT DATA INFORMATION. ❑ Z FINISH. SEE PLAN C5.09 AND DETAILS NOTED. .4 '-' 0 58'-0" RADIUS J. COORDINATE THE LOCATION AND DESIGN OF ALL REFUSE LL] ► C-7 6" CONCRETE SLAB WITH THICKENED EDGE. CONTAINERS AND ENCLOSURES FOR BOTH CONSTRUCTION E SEE DETAIL C5.03. AND FINAL USAGE WITH LOCAL AUTHORITIES AND DISPOSAL Z E- ' SERVICES PRIOR TO CONSTRUCTION. C-8 NEW RED LOBSTER GROUND SIGN (PERMITTED SEPARATELY). c C-9 4" WIDE PAINTED STRIPE FOR -HANDICAP PARKING STALL. ~ d 1:4 • STRIPES TO BE PAINTED BLUE IN COLOR AS IN DETAIL C5.07. U O' M CD 0 Z W W Lo C-10 NEW CONCRETE CURB AND GUTTER SEE DETAIL C5.14. Lil Q O Q � 1 C-1 1 TAKE-OUT PARKING SIGN (C5.15) (THREE PLACES) ~ a Z � NOTE: FUTURE ACCESS DRIVE TO CAPE ^4 CROSSROADS SIGNALIZED INTERSECTION. C-12 VAN ACCESSIBLE HANDICAP PARKING SPACE. O U THIS ACCESS DRIVE TO BE CONSTRUCTED FROM CAPE CROSSROADS INTERSECTION FUNDING. U W W cn Z (SEE SHEET C-2A FOR CONTINUATION.) O W O � � Q NOTE: PEDESTRIAN SIDEWALK TO BE CONSTRUCTED ALONG FRONTAGE OF RED LOBSTER PARCEL, THIS SIDEWALK I » > (30 SPACES AT 10'-0") z SHALL MEET ALL APPLICABLE REGULATIONS � 424.95 .............................. .............. ,l S 10--30 -05 W OF THE TOWN OF BARNSTABLE AND THE ADA. THIS SIDEWALK TO BE CO NSTRUCTED 1 0 C. � a cn q FROM THE CAPE CROSSROADS INTERSECTION '" � q 5tia 'u % O O � x FUNDING. o I it q- W i • !r ^ N / i/ / '/ i% / ./ '/ N ///i / 'j/ !j�, r'' i / i w a � � O � U o !' om co p, A. 1 f.. IQ , - - , .' .f/ /, /' / r/ // f ! /�j / /'/.� .i -/. , •, / ,', 0. O A PC t /,/f 1, {gi p . � ^ � •rr.,w�, _ _i/ t, 1 y i / '%' �..J i' / / ,/, // r,./� / ,r f' ,'' ,/ q ` 0'J O G`' A r p� i 45 I � Im ` V Q, 3 / / / 'rj ' % ' // / //�/�/ ' / /Jj' ' / // �o rya >W tp� o C o V V O - Q'` C-1 . _ �� QZ � v - � I I //'f` /f /',i. '/ /�// ' / j,, rr ri /" 1�/%//, j/// J / e' / / • � G[ yO � �OV � � p. mp � pa J 2 b /r ',' / / / i i f / /, O �� b RED LOBSTER C5.09 :/ , , ;' � ,i ; ,: �/, ;;',/!, i � pA � W 3 / _5 ,� — /%/ , ' ' ';'// O / %; f/ �/'f; /'// / '��, (%1 /r (/� tv Q �j / ''• i ' ' . / /-1 // /// /i, r /' / ' �j V/, �V s a f�- a O F day 0 0= _ o a , C5.13( --� RESTAURANT .: :;'� %/ ', ; %/ w z ZZ CC.W.W W ?�O t�Qhi 000.00 b j/1/r/ / ,/, '/ / / j; '�/�%' ��% // %/ f r / N/J W P I ' - 2r(- ' NOTE: RIGHT OUT ACCESS DRIVE r! 2 =�o ") '; TO BE CLOSED AND ABANDONED AND ;� .b I' 100'-8" 5'- 25'-8" ~' 401 0~ ' '' 0' ' i'j '/20,,�j" AREA TO BE LANDSCAPED UPON THE 6 �`Q /�0',-=� /4' ,20" 0" _ E COMPLETION OF THE CAPE CROSSROADS _ / / La INTERSECTION. 95 C5.Q6 co / / 'V c co Q) t \ 2 v /, m s AREAS SHOWN AS HATCHED p STOP y , SHALL RECEIVE PERVIOUS SIG /' i/;/ i �;/ /i / ; , / / /', '',- , PAVEMENT MATERIAL IN LEIU OF ? / ;' C-4 //% .i; STANDARD ASPHALTIC PAVEMENT. LLJ I lj i R93 0r 0Lo �.— t N 0 I W o 24'-0~ "ONE WAY �-- Z NOTE: GRANITE CURBING TO BER80 ~ DO NOT USED AT ALL EXITS AND ENTRANCES ENTER" O STOP NEW CURB ACCORDING TO TOWN OF BARNSTABLE SIGNAGE AND GUTTER HERE — O / / /, ' j j' j' ' / i. i D.P.W. SPECIFICATIONS. i` REMOVE EXISTING '. STOP CURB AT PAVEMENT AS REO'D • �_ �_� PROPERTY LINE TO INSTALL GRASS ISLAND. 1 330-C" N 12- 10'-00" E 449.01 ' LIGHT POLE (33-SPACES AT 10'-0" WIDE) = GRASS rji, - b , BWL ISLAND EXISTING .\ \ PAVEMENT REMOVE PORTION :. OF EXISTING O PAVEMENT - • O ,. • - / �EXISTING EXISTING FENCE i O7 N �. TO BE REMOVED { ' ., \ NEW CURB/ISLAND IL EXISTING '`�'- TO JOIN EXISTING, NEW 6" DIAM _ GENERATOR / CUT , ® • STEEL GUARD _ _ R & ASPH ASPHALT CURB AT POSTS ...... ....... �, � 1 PAVEMENT AS REQUIRED. EXISTING FENCE EXISTING DRIVEWAY SITE DEVELOPMENT PLAN TO REMAIN �l / �g�kft ���p/tf. ch SCALE: 1" 20'-0" OR(� (�.. 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PLAN AT BEND I L L I I . -r - I L I I I DIAMETES TEE 1/4 13END CONCRETE MANHOLE RISERS & TOP L IMVS2--r 0 - " . 13 Welby RW - � I . 111 8 BENDI/16BEND . * . . : L jPjr *' "' ' � . I � - I - -Tj�l 1� fwl----- I . � I I � . I I I � DESIGNATION 0-478-72 L � I L . . --- �11AIQ\ -12- - .I . Now Bedford,MA W745 drawn . � I . I I L� I \"e-r Well,'k- , I i f I 1 4 , , . L I H L H I L H L H . I . r] r / I S ImEC I , -2125 1 - 11 I - L I I -V � - (508)998 11 I - I I � �� I L I 1. . � PLAN AT TEE 6. 11-0.1,-01 i I-011 I-0,1-0,1,-0-I-0-1-01 . I L .. L � ! I I I L I I I I I I � . . I. EA,ev.= 96.95 1 ,--� \Air-- - I � // I 1 Civil and Environmental tngineering , FAx(som q9s-7ss4 - checked. e7?L- ,,, * �I I - 8. l'-2-l'-2'1'-311'-3-l'-O'I'-0'1'- A I-01 � � I I I \ . . � t-1V--T ,:->T I C>Q - /" I . � I L I �+ I I . I � I . 0 1 .. i . . - . ; \ . I I 11 L I I - . � Land Use Planning I � . . � a proved: --S-,j:?6* , � I L IL I I I L I I . I / 1, .- , I I I I P t L L I L . I I . - . L — I I � I I .1 " . L . L I � L .L i-I I / . r ; � . L L I L I I I � L t - I I I � I 11 - I I E-t7f-d - . I ' ' 11 , /I . I . ---- . L I 1-,,.lv � I I w H NEL 0 0 1 / . t project: I I -- - ; . L - I I I I I L I . OUT —�-- , C AN I . I I I I I . I I - Lr 11 . -:Z!��. I I � I � � . L , I - . KID-T9:A:-;, V-S&)�,-V-v I ki 6, c-*-wse -ne-io - I I L 1 k \" I" m4 , I I I I � - I I I I I I I I I 11L ,$T�, S.. � 1 . i �� I I L ' ?--T e, l'bZ , I\(A,WW0U&H e0140 I �,'�. i I I I I - . . - -- 1.CONCRETE SHALL BE 3000 P.S.I. . I . I � I " . I - I I . ,!:�-*&H 111�-, , . . L � It , I j, " I I I I I i I I 1. " In 1 4 / . I 1 1M �� I i I L �.,-.*� I L I 0� � -, L I I'll, I 'N ID �', t I � � L L . I L I L I . I I - I K&,�.'. 11 STEVC . I C- I f I -'. I I I . I I I -V' � L . . I \, I : L I 'r I I I I- - \ I I -T2L -Tlc>M eX,P,c;T P-IX&�,=-q01-Cvt j , HN(b,,Q M 1,e) I I ,�; ;"/,�, rm,los -t; -P I � I ;::., �, 2. THRUST BLOCKS SHALL BEAR ON -T I "11\ "r , .. I . . UNDISTURBED EARTH. I N H . I I I L I L I) ?V-1ce -ro ,Aj-j\,� cmls:, Y- I L 0 1 eylt,�5rlwcl " . . ' I .1 . I I I I I q ;�, I I A ,I . � 1-11 ,�, - 0 1� --4 � I .I .- � I I \ / � L I I L - 7 "A Civil ,� -1 i I L L I , i I � . ... I - I . L , ; I I I I I I I I I 3. CEMENT SHALL NOT BE ALLOWED TO � - . LIL I . I . , L I EL,[---VA,--r10K1c-> C>F M3'Ve-12--re- Wl-THW \ T WeL,L, I I I � I . C -� , i L' 11 . 1 I / - L RUN INTO PIPE JOINTS. . .... .. - I I . . L I \> I I \N P, I I I � L C-, - C (4 k- - I PLA I . I �. I 11 , client: I I L� I 1. �, 40., I.. I I L L I I . . I � . .1 L� �� ! 3 I - I . I I I I . I , 4. DIMENSIONS FROM PIPE TO TRENCH L - ' . I � I L I -TH e \m E:r\&/e L,L, -To &e vt:-e-ir-ter,>. . 1 11 I I -,� V . , I I 11 L � L ARE MIN..'� I * . . I I \-�% �- . I . , I I , ' �� (�, t ,� I I . I I I 1. / " L� � . I I I I � I . '-- D/2 . � I � I I L I I 1 . . L I 11 � I I L I &e N e,-2-A u , M I L"L's ' �,,, %, N -` I ! I I I I ,* . ' , � I D/2�4 - . . I L , L x, :� !. . I I S.GATE VALVES SHALL BEAR ON POURED -1 1, I I I N I . I / . �1 I I I L �, I 1 ST 4�` I I � L . ,�!;MALI, Fp-oceel) Flop- Tk4e I I , I L I I I .\ L , � . � L � I I-S E CT-I 0 N - X CONC. PAD SIZE TO BE DETERMINED BY L I PRECAST SEWER MANHOLE I I 1 21) \&Irl>v-v- I / I I I I I I .1 I I I .,,,, � � i . .1 I- I I . I I I . NOT TO SCALE , I I I 1 I -F -r I �'- -� �11 I I I I ENGINEER. - I I . . . I I I I I , Ee�s ,6,L)12�' M ) IQC . I < � I L I . . . . . / . . / i , I < � ` I I I I I . L . t . I "I , , I -r -Te / , ) I L I I I I - I . SECTION - Y' I I . . I I . I . . A 9V-oF1c)lz->ev ez ,> Weoro -P- ,;E��evjev- I I I . , , � . i � � I I I . 1 L � ) I CONCRETE THRUST BLOCKS . . � I . I I , � - I I L I . .�. ,---,- : .. I -ri e- iNj ,::-,o A,!E> l,jaT -ro L DIGP-UP-T - � I I I I / I I I I L I 1. . I I I I I I � -, . - . -1 I 11 � I I 11 I I I I I L . . 1 I L I I L ; drawing title: . I I - 1 . I I 1. : � ': I 11 "L I I 11 L � I I . . I I I I I . L i 1 . . L 11 I � I I ; . I � . I - 1. . L I I I I I : ' I I � - I I � - . NOT TO SCALE . . I . L I F-yu��TWG Sr-\"C-P- �:L-Ows - � . I I L P I - I I I . � I - �'��"','4� -' L " ' j I I E�G I, ," 'L � I I � I .1 I � I I I � I . I I I . I . I I . . . I � � - - I -T,1 , I I L , ;1 ---n i � I - I I 11 I I I � , . I - � .1 . 1 . I I I I I L I I I I L . I I I I j! . L) -Tj u I . � I drOWM4 , Wilber: L, ; I �I I I . I : I I L I I 11 � , I , . . . - . - I I � I � I I I , I . . . . L I I � I I � I - I L I I 11 - � 11�,C�—'Att! , , 1, . I I I I . I I I L I I I I � I I I �I L 1, - I ,� . .L I , I I I I I k I , � L / / I , I � I I L I I I � I I � I I / I I . .1 . I � I 11 I - - I a . I q I I I I . I U I I � I L I L L � I I I � - I L I - I I I : I I . . . I . I I . T I I I � � . I I I I I I I I I I I . I I - - -----..- I -1--I I�'-L--, -L- ''-- -. . -L I I -- ---I-,- A-1--.- I- --.- -� ' L . L . I . I I I I I i I . I I I" 1 -4--�j . . I . . L I I IL r-� ]I- -�-- /..." "t6"IVALLS. Eg� -! _ � =- i -,� 11 � ,._, , 11-6"f .. 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I-l/--_�I 1I L:rI,-rI r. v�I 1I",-...8 I I 0t t-,�A I D""// I4 1.I 1 ,"::-!-1I 3L/I IIIA .I-I .I-L • _ . . , DIA. WEEPHOLE 1 S - . _ o I�I1 I .-.:I I/,��.I�I-I I�II L,I,�L�I I�4��II I..I.�.I • @ 6'-O" O.C. WHEN . GRADE SLOPE TOWARD - . _ = u - T " 0 L �II I L I 1 I�.I I�. ,II.. p p =: , � � - . o k o ",,_ SCORE MARK EXPANSION JOINT . . O ., ..,= oo 1 .a rc : �1.I I-I.L I1..:I]I 1,-I1'l-=-I'l,,�I I''=!..1.i I._1,.i.I.I.1.7I1 7 I_II_�.__I_,I_-,�I I.I_.I�._-�t I I-I4,r,F Il-����-�.,II�f.-I�,i I-I I I. ,II>- I, : ,.�_1��.,-I1 I.I�I �� N ��I�.I�I1I I,,".IL���I..,�I.-v",..�1,�.1I,1I�"I,�I-.I 1.�-1..1I.IIL,.�-�,1I1.�.I 1�1.I,I�1�I I I.i I�I�I"..;L�I 1�.II�III.I"11.I.1 I,II��I.L.1 I I.�,1.."I-I I'.-.11 II 1..I.1 1 II-�1 I.I:111��.I,.1�III..r.III I l I�-..1.,�1 4.I.,�,,;I1 III.��I�LI L.-II II.1.1I..II1I I II,III.I.4.I�L�I I-.I.'I I."I.I.'I,1�LI�I.1I'-I"1 II I.I1 II1 I.�,-,-1,1 II.��I I��III.I�1,I��II I I'I..II I :I..�'II.I�II�1-.III III I1 I�.I-.-�1I�Iz-.I-1 1�1=--.1I...-II..1II.1 I.�.�A.,I.4.��.I.�I...0Q0 I...�I-,�?I�1��I.I.IZ,II��1I�I�.�rI1 I�III 1II1,L_,.�I�I 1 I�,1-..--�:Lz.II,L,I.10.1 1 I1�,.1,j�1I-II�-.zL I I.�I I:IILI I"I I I..II II I-".II I III.I�I�I I.I.III-,I I.II..-%1�I 11'.IL II II I L:I7I'I�I I II.�iI I,I...-1i'..I.�I,I 1�I 1�II�,.� 4I..I-L'1 I'II.L1 I..1�.�.�3I���:..�_�I3I,/..I.�1II.,�I,�L I1,..�1-�L.1I�1..., 1 a . . : cq o Q {CONTROL JT.} 1/2 PREMOLDED ASPHALT cam- 4`" .-..1.�j�.L�,.�� II�I I IjII IIL�.1 I'I��',.L,I I �-..I.� I �_ „ n O _ W it o AT 5 0 O.C. STRIP SET 1/8 BELOW _.•. _� W CONCRETE I;i - FOOTING Q n _ 1/4"=SHOW WIDTH TOP OF WALK co v • > _ ___ OF SCORE MARK H NOTE: IF GUTTER IS REQUIRED #4 BAR q " ACCORDING TO SITE. DEVELOPMENT CONT. 2 MIN. COMPACTED _ - - Z #4 CONT. PLAN SHT. C-2 SEE DETAIL NOTE: GRAVEL FILL - - ' TOP & BOTT. C5.14 FOR CURB & GUTTER EXPANSION JOINT SHALL BE LOCATED AT ALL DETAIL CONCRETE WALK INTERSECTIONS, AT ALL DOOR Err : OPENINGS AND AT 24" O.C. MAXIMUM 1'-0" COMPACTED EARTH V SUBGRADE 6, SEE PAVEMENT 2'-Orr �`-I Z SPECIFICATIONS ,,a W i d IDE LE II T ® P TEP . APR I EL P : r O �' , CONCRETE CURS S JO S U S CO C O CURB/SIDE LK DETAIL STE PI E GUAR ° u _ , " ° � rr - , " ° rr - , rr ° , rr ° u - r rr `_1:a Q' SCALE. 1 1 2 - 1 -0 SCALE. 1 . 1 2 = 1 -0 SCALE. 1 1/2/ / - 1 -0 SCALE. 1 1/2 - /1 -0 . SCALE. 1 2 - 1 -0 !- 0 H r- 0 Cr E x cat ' QD 1 4" 3'-0 i 2" 16'-0" W Q P A t I WHITE PAINT.. / WHITE (ALL FlELD F- .-.r o 1,_1'. 4rr PANTONE RED ) 4-4 6 0 4-4 .8 I .: . ,w. m Z 0 . BACKGROUND BLUE PAINT BLACK #187C EQ. EQ. fx 2 E (SEE NOTE) 6" DIA. STEEL PIPE v r=4 .-a INTERNATIONAL SYMBOL OF FILLED W/ CONCRETE 0. 0 EE--� W ACESSIBILITY. BORDER AND (� . . TIER SEE DETAIL C5.05 (TYP.) � W Ga U z LETTERING IN WHITE ON CON4P ; CONSTRUCTION NN PARKING BY s.i.. BLUE BACKGROUND _ Z Z ° , asaeLo BLACK O W p x PERMIT o PANTONE RED Q Z t'3 0 a ONLY 12"x18"x080 GA. ALUMINUM , -+ Z:) p o BY 1x3 P.T. FURRING S . ,(REFLECTIVE). 2 1 2" 'r LAP SIDING ��QF, ��OF / PAINT TO MATCH BUILDING S . o ° ARCHITECTS. _ OL .L : pq 5". o � fe U 1 l D p O A �- Eii � z = v _i � o ba � a s � w o Z - , = - 4 15'-4" � � < < Q � II D_I','",-. .- o 1 1/2 DIA. GALV. STEEL . o a � w , c3 SIGNPOST SET IN CONIC. w 1 8" CONC. MASONRY HOSE REEL 4r_31 8 61_O11 4.J4" $rr 0 2 2 A , cr 25 _ TO A MIN. DEPTH OF 3'-O" i w = 2X4 FRAME _ _ v w L' a c� L. UNIT SEAL AND PAINT r �' ^ Qw 1 oss• I. WALL HYDRANT EQ. EQ. 9 I II mPcI_=.'"0I9I,5.41r-c 1i1) II� II 1. _ �_ � p � o pqq Lu o o PILASTER FOR WALL HYDRANT I I I CI,._=_._.-I 4_Ift�I-:C0Mc.-C Dp �.I.-.IF�E..1.�-,._,I...I_o._o-..- 1 II.�r.-�L I . rn 1 4X4POST 4X4POST N & oC I 1.�-L.I1r( :. > � o z F 12"X12"X36"MIN. A U ..;E_0�I-.._I.I..-I _.-"._,._I_.-,._LI Wm..,-I I..1- �-,I L.I f0 IL p)--I�----- C ¢ se!k- - a , x " M11 D2".k,,, �9IVp�-,, 5 A _ -. DEEP CONIC. FTG. _ 00 _ o - � °` z `r 6" DIA. STEEL PIPE I ° - ° 11 0 0 a F 0 N � ' - - - - - - - FILLED W/ CONCRETE , _ .- II I QF, sip - = � o � � � m9I � , III =I I =I I I=) I1= , =I =) I = I -I I PAINT TO MATCH LAP �.� �°F` ei - x I' _ _ I i l i-I I I I-1111-ill 1-1111=I 111-1111=1 I I I II n _( I,I - r., r SIDING. (TYP.) I 4 9 r m F 1i _II ->"@I,- 1,44 ^ _ p - - -I f - -.__ - - r n L NOTES: I / / \ 'I - o ij a A O 4 I I I I_I I I 7-0 M SIGN PAINTED ON 1 2" EXTERIOR PLYWOOD GATE LEAF ;� on1 - 12'-0" 'o 122 o o ti o Im . / p II 1 NOTE: M rr ,./ F+ -w 3.pz�:.�. SYMBOL TO BE CENTERED ON WIDTH OF LETTER STYLE AND PLACEMENT SHOULD BE 1 " RAIN RI R 1 4 0 '� � I 0 � . � e - 23 a PARKING STALL. SYMBOL ARE REQUIRED SIMILAR TO ABOVE /2 SE HOSE REEL o o A z > TO CONTRAST WITH BACKGROUND WHITE CONCRETE APRON o 5 � L�4-:_ NOTE: ON BLUE (COLOR NO. 105090 IN FED. G.C. TO PROVIDE AND INSTALL ONE PROJECT - � 0 R c �' � w u " a U PROVIDE PER STANDARD 5952 DOUBLE COAT TYP. SIGN - LOCATION TO BE DETERMINE IN FIELD 1x3 P.T. FURRING I ALL HYDRANT 0 � x 2 ' F t s SITE PLAN ( ) LAP SIDING TO MATCH , - 4 v I x z o . PILASTER FOR c o � x . BUILDING � 8 4 � F H DI APPED - - 1 0 � WALL HYDRANT � � bra � � � z � co.> omca .. V w o PARKING SIGN P INTED SYMBOL PROJECT SIGN - --- -- 0510 �f 0 C° o o C5.12 1 ■ ■ 6" DIA. STEEL PIPE .I / r-j N.T.S. SCALE: 1/2" = 1'-Orr SCALE: 1/2" = 1'-O" nl ' 1., FILLED W/ CONCRETE dl r I__ SEE DETAIL C5.05 (TYP.) 1/2" RAIN RISER 11 Z _N • Err 4 3/4rr hl 11 < , --- '-0" III i 12'-0" � 1112'-O" O O . STEEL ANGLE 2 x 2 x 1/4 . , z FRAME AND BRACES rr rr $ ®U PST'ER PLAN 3/4" CONDUIT SLEEVES IMBEDDED I- z ■ IN CONCRETE. (FIELD VERIFY N ALUM. CAP SCALE: 1/4" = 1'-O" LOCATION TYPICAL) W O ( FLASHING � 2X8 P.T. , . f _ U 4'-0" FACE OF ASPHALTIC CONC. PAVING W 0) (o : f) t` I" - I O ` ; CONT. BOND BEAM ,: MIN. , CURB AND BASE � 5 F-. W 2 #5 CONT. - . , , , z / 1/2 STEEL PLATE-SLOTTED, CONIC. CURB & GUTTER m WELDED TO COLLAR . - . .. ' .i 81r C.M.U. Err D STL. PIPE, FILL _ SEE PAVEMENT SPECIFICATIONS (1) . r -i - �_ W/ GONG. - wARPED � N 1 HINGE COLLAR W GREASE FITTING o r - WARPED O `a . i PAINT AND SEAL / CONCRETE _ . -. o - CONCRETE W . CONCRETE BLOCK CURB - - � h -__ - _ CURB I I ! (( 1�(Illl C � 0 _ f • . . . CMU WALL _ .. • to . 1 • -•PLAN SEE BELOW . • :, DUROWALL REINF. 1X3 P.T. rr MUST EQUAL 11'-4" _. PLAN - 0 16 O.C. FURRING 6" D STL. PIPE, FILL - s +`" ANGLE FRAME AMD " VERT. AT W/ CONC. , BRACES WARPED 24 O.C. ...:. 4 4 . 5'-2 3 4" 1" GAF' 4 3 1 2" STEEL PLATE - SLOTTED CONCRETE 4'-O" / WARPED 0 - / C5.12 / / CONCRETE12 1 1 1 1 i I1 I I i I I I - r; 1 1 #5 VERT. REINF. AT CURB MIN.' CURB 1 I ' »' 0o CORNERS. OPENINGS & n 3/4" STEEL BOLTS & WASHERS -� �D i ENDS AND AT 2'-8" O.C. III I 1 - LAP SIDING FILL CELLS W/ GROUT 3/8rr D CARRIAGE � 1 I ( I I TO MATCH , PAVING SURFACE y*, BUILDING BOLTS TO FRAME 5E FACE OF CURB - ABOVE - �; ELEVATION - ,-5 1 6 2 PULLHANDLES r � � L� . ,LI,"I L 1.,I'I -IL L �1 .. < ' L k;I.L %-�R.1. n I .v io-w 1 1 I I I I r I I �IC11 I160 .I .I I. . L� . - . . . - I . I cI I c 015 , - i I I � I L I I L, II 1/2rr ASPHALT EXP. - STANLEY #CD1298 :• .m' .< ,� RA P PROJECTING FRO WALK CURB GUTTER DETAIL ._ JOINT (PREMOLDED) = . 1 t Err.CONC. PAD WITH to I ` ■ 6X6-W1.4XW1.4 W.W.F. SCALE: 1 1/2" = 1'-Orr I , . - : _PAV1NG OR SLOPE AS SHOWN ON WARPED • ' . ' '• ' I , ' 14 , GRADE N . PLAN CONCRETE . , , T, x "` - FIN. FLR. ELEV. - _ HINGE COLLAR WITH GREASE FITTING . , ' • WARPED a. n - - CURB , , - 100'-0" _ .° CONCRETE . TAKE-ouT BORDER AND LETTERING D M COLLAR WELDED ALL AROUND TO POST ' ,. CURB • o .c.r 1 P/►WCI IN BLUE ON WHITE BACK- - OPLY N ELEVATION �' . . . . . . . GROU D . r`'T- Err D STL PIPE, FILL , I • ` 12" X 18" 16 GA. BONDERIZED I I�C� -5 L . w/ CONC. _ ' . , , ; , STEEL SIGN. (VERIFY SIZE AND.LETTERING WITH ^`S1ti �y _ . L ' 1/2" STEEL PLATE - SLOTTED 4,-0" _ GOVERNING AUTHORIT .���.--;,s C,y,fk 4. 0 I, I 1 PAIR CANE BOLTS(STANIEY #1010 �,�� ..I. ��0. -Z.1. ..V�11 1_�_1i8I;k:II-_.�1,1I-I, I�I--�'.!r__-A .1%4.I, FAC"' C, - 11 _ a a . I - 18 W 2 3 4 CONDUIT SLEEVES MIN. C;'r,R "...-. w / ( 3 4 STEEL BOLTS & WASHERS NOTE, prt�IDS s I N - .225 I IvL.Ifit,.&caIv. =&I I .=AI ll=,I/.= Ic- IIo1I1.,.�.��,,-I_�,�.,I.-.'...'-��o..-.I".��.:,-1 I.L.AL��.,-,.I. cn W U I / � a ca a I IMBEDDED IN CONIC. z -1 I • • rr _t►2 ►JGartEb t 'N1tsr` o U-TYPE FLANGED GALV. o�!tiruo = •.r I 6 D STL. PIPE FILLED W/ CONC. 6 Dt;TEv'i'>:4�'t�:' _ C' STEEL SIGNPOST SET IN t . w � - (. PAINT TO MATCH EXT. FINISH IwARN1►1 a �,l,o w CONC. TO A MIN. DEPTH o ,I, o _ PLAN s'r �. I SEE WA�r<1NG /- �•Gt~S. OF 3'-0" e, f nr '-t, v_ I 1 - . 11 1X6 CEDAR BDS PER ABOVE _ •-t,., � • a 01111; .a GATE LEAF • . ., - PE' _ A•t),A• �, . FACE OF CURB u' PAVING SURFACE 12 a 2,_Drr _ 4rr 1 > pp M .) Y_: - I , I - w 12" X 12" X 3'-0" DP. i = z ,,, rQ Lam,---1n II z w ,_ rr CONC. FTG. ARPED 4 0 Ca z _ CONCRETE ��� MIN. Z 3 - , - CURB WARPED ® a b m . - - CONCRETE - - - _�__- o HINGE COLLAR WITH GREASE FITTING ELEVATION CURB I I I I I 1 w i I I I I c_ R , 1 I ,y COLLAR WELDED ALL AROUND TO POST _ ., 00i � E a N. N S E C T I O RAMP RECESSED 1 T O A L K PROVIDE (3) LOCATE AS DIRECTED' , �' r_, 2 - + _'_h) '_ ' TR S COT INER TRASH CONTAINER E CLOSURE DU PST'ER _ O -J M : m E I L SURE GATE GATE (HINGE DET IL) HEEL IR R P • P RKI ,m. 0 LL S CT O C ® C G SIG o ■ ■ ■ SCALE: 1 1/2" = 1'-0" � SCALE: 1 4 rr = 1'-0" SCALE: 3 4" = 11-0" � I . I I SCALE, 3/4 - 1 0 SCALE: , 1/2rr = 1'-Orr _ I I I IIu 1 2. / / . : • `. r i Y � 'a . . - r mot_.... .._.. ss • . ... O - GeneralNotes & Detalils wW CO � o 1. IN THE EVENT OF VARIATION BETWEEN QUANTITIES SHOWN ON THE PLANT Al +' co FQ co LIST AND THE PLANS, THE PLANS SHALL CONTROL. IMPROPER PLANT T Cv2 La C COUNT MADE BY THE CONTRACTOR SHALL BE NO CAUSE FOR ADDITIONAL R 0 U t 13 3 - I ya n n 0 u g h Road COSTS TO THE OWNER. 501) QUANTITY TAKE OFFS ARE THE RESPONSIBILITY R i CO. OF THE CONTRACTOR. ALL D15CKEPANCIE5 SHALL BE REPORTED TO THE A o LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING. 21 O o Z- • b w d N ENT OF THE ,....'.•.... �W.�.... ... . ..... ... ............ .... .... ....... . ... ..... p Materials , �2. NO 5UB5TITUTION5 SHALL BE MADE WITHOUT WRITTEN COS I n a tSchedule OWNER OR LANDSCAPE ARCHITECT. a Cd x A `\2 � � ' 3. THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF UNDERGROUND i i � Plant Materials Schedule __ __ __ _ _r . __ UTILITIES ON SITE. THEIR EXACT LOCATION SHALL BE VEUj RIFIED IN THE FIELD - 2 - 42 E 233. 89 _. Hyannis, MA WITH PRIOR TO THE COMMENCEMENT0 F DIGGING. IN THE EVENT THEY ARE UNCOVERED THE CONTRACTOR SHALL BE HELD KE5PON51BLE FOR ALL • . ;i " • - ;' V • :• QTY S COMMON/BOTANICAL C N N Z DAMAGE TO UTILITIES AND SUCH DAMAGE SHALL NOT RESULT IN , ,. • • •, YM CO ANI AL NAME SPECIFICATIONS ADDITIONAL CHARGE TO THE OWNER. - N I T REPLACE OR HONOR ANY 3 5. THE CONTRACTOR SHALL NOT BE RE5P0 5 BLE 0 �. .. .• __.. :_.•.. •• .� ••:.'. • ' • ' ' • .:. . • (40 WARRANTY FOR THE LOSS OF MATERIALS DUE TO FIRE, FLOODS, FREEZING T• R E Z • a Z TEMPERATURES, LIGHTING, WINDS ABOVE 50 MILES PER HOUR, OR ANY W '-a OTHER NATURAL DISASTER. NOR SHALL THE CONTRACTOR BE HELD 7 PC Pyrus calleryana 'Stone Hill' 10'-12' B&B V H F N A I R NEGLIGENCE ON THE OWNERS '?� • ' RE5PON51BLE FOR ACTS 0 VA M Stone Hill Pear 2 D L 5 0 -1/2" cal Z E- PART. MATERIALS NOT PLANTED OR LEFT UNSECURED ON SITE SHALL BE '. d Z ;~ W W t*) \ 7 TC Tilla codata 12'-14' B&B THE RE5PON5113ILITY OF THE CONTRACTOR. \. Little Leaf Linden 311 cal. ` a t.. a •• (� 6. ALL 50P SHALL BE OBTAINED FROM AREAS HAVING GROWING CONDITIONS ;, 2 ZS Zelkova serrata 12'-14' B&B C�' Q C�2 51MILAK TO AREAS TO BE COVERED. AREAS TO BE SODDED SHALL BE m Z � a., • 'l, ` ,� • . ,,• : - . 2 Japanese zelkova •3" cal. W F T NE AND DEBRIS. DEBRIS AND 5TONE5 OVER 1"-5HALL BE ;1 RAKED 0 5 0 5 . V,J W REMOVE[) FROM THE SITE. ALL DAMAGED SOD WILL BE REJECTED. ALL 50D Q A _ MUST BE PLACED WITH STAGGERED, TIGHTLY BUTTED, WITH N0 8� .2�{- MRJ Malus spp. 2 cal. B&B p Red Jewel Crabapple - pq Z 0 INEQUALITIES IN GRADE. PLACE ALL 50D IN ROWS AT RIGHT ANGLES TO _ SLOPES AND PIN AS REQUIRED. SOD SHALL BE PLACED WITHIN 24 HOURS MSS Malus spp. 2" cal. B&B U�G O •--� OF ARRIVING ON SITE. THE EXTENT OF THE SOD SHALL BE VERIFIED IN THE Spring g Snow Crab 3: FIELD AND ANY ADDITIONAL SOD SHALL BE PROVIDE AT THE BID UNIT C05T w UPON APPROVAL BY THE OWNER. " 04 ® � W co Z 7. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED E-- Z Z O _ _ _ -- -. _ _----.-_-- __. ._. _ _ . ._- O w O x AND SHALL CONTINUE 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER. SHRUB S & G R O U N D C O V E R s Q Z C 0 Q. MAINTENANCE SHALL INCLUDE WATERING, PRUNING, WEEDING. MULCHING, -. . ... MOWING, REPLACEMENT OF SICK OR DEAD PLANTS, AND ANY OTHER CARE • •, � - JC Juniper Sabina 'Broadmoor # 3 cont.l8" � NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIALS. , 2 v•• -� : \ Broadmoor Juniper 24" o.c. 8. DURING THE COUR5E OF WORK, EXCE55 WASTE SHALL BE REMOVED FROM • • • � �� Lv2.�, JP Juniperus chinensis ,pf itzeriana #3 cont. 24" spd W z � A a � � a RE THE SITE ON A DAILY BA5I5 AND UPON COMPLETION OF ALL WORK. + Compact Pfitzer Juniper 30" o.c. a z 9. AN INSPECTION FOR ACCEPTANCE OF WORK SHALL BE HELD AT THE '1 NA OF THE . : . __--- - _ _ - __ _ . '_- _ _ __ __. ___ _ . _ -_ __ : > � � an o � W � o � W � TURNOVER DATE PER THE CONSTRUCTION PROJECT MA GER 01in OWNER. ANY WORK DEEMED UNACCEPTABLE SHALL BE CORRECTED �CCo PF Potentilla fruticosa 'Gold Drop' #3 cont. 18"x18" F z A IMMEDIATELY AND REINSPECTED AS SCHEDULED. �G Gold Drop Potentilla 24" O.C. rw wo F 10. ALL TREES, 5HRUB5 AND GKOUNDCOVER5 (INCLUDING SOD) SHALL BE 0 o ❑ a EA Euonymus alatus Compactus 30" B&B �7 � � � ❑ � � � e a GUARANTEED OF 12 MONTHS FROM THE COMPLETION OF THE 90 DAY \ T A E GUARANTEED AN I Drawf Burning Bush 36" o.c. r o z E MAINTENANCE PERIOD. REPLACE-PLAN 5 SHALL B ADDITIONAL 90 DAYS BEYOND THE 12 MONTH WARRANTY PERIOD. ANY IU8 VP Viburnum plicatum tomentosum 4' B&B x d E L E z ; � SICK OR DEAD MATERIALS SHALL BE REPLACED IMMEDIATELY. • Doublefile Viburnum � � � a r U � � :3 � U � P\`�� a.,. 2-1 4" OtS 11. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY WORK AND MATERIALS Q�O vR NOT MEET THE 1� '�P � - �o�Co VM Vinca minor �� / P @ AT ANY STAGE OF THE OPERATION IN H15 OPINIONDO 0 �S Q ` Blue Myrtle 6 o.c. o z z w REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. F BTA Berberis thunbergii atropurpurea #3 cont. 15" A o 5 12. ALL GRADES,, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED 1 Crimson Pygmy Barberry 24 o.c. • BY THE CONTRACTOR ON SITE BEFORE CONSTRUCTION BEGIN5. ANY COCOO �, II + -. a A ANNu .q p -S q o.G.,seeH R �, w D15CREPANCIE5 SHALL BE BROUGHT TO THE ATTENTION OF THE \ _ _ Y U - {• ARCHITECT OR OWNER. LANDSCAPE IG . Ilex crenata 'Green Luster' #3 cont.l5" U� u Green Luster Holly 24" o.c. A A o w a> 4 a o �' c • 13. EVERY P055113LE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING - SURFACES, EQUIPMENT, AND FURNISHINGS. .THE CONTRACTOR SHALL BE SOD Kentucky Blue Grass 100o solid in areas shown o .. y � � �' � '" w � a ►•� s Ili RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY ---- t1� A oAo � x w IN THE EXECUTION OF Note: Container sizes are secondary to the specified size of A o � a A z WHICH MAY OCCUR AS A RESULT OF H15 NEGLIGENCE N" + the plants. Tree caliper take priority over size. e HI5 WORK. ❑ U O 14. THE CONTRACTOR SHALL BE RE5PON5113LE FOR THE STABILITY AND PLUM ....... . ...... ...... ..... OF ALL TREES AND 5HRU135, AND SHALL 13E LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY THE INSTABILITY OF ANY MATERIALS. TREES SHALL BE STAKED AS INDICATED ON THE DRAWINGS. : 3 - ' Z .�'� 15. THE CONTRACTOR SHALL VERIFY THAT THE 501E CONDITIONS ARE SUITABLE O FOR PLANTING AND WILL BE ACCEPTABLE FOR PROPER GROWTH OF THE \\ ry DIY PROPOSED PLANT MATERIALS. SHOULD THE CONTRACTOR FIND POOR 501E - { - to • CONDITIONS HE SHALL AMEND THE SOILS AS NECESSARY. THIS SHALL BE -C +, INCLUDED IN THE 13A5E BID AND BE NO CAUSE FOR ADDITIONAL C05T TO 1 THE OWNER. AMENDMENTS SHALL INCLUDE BUT NOT BE LIMITED.TO ,. _ - . :3 U W p TOPSOIL, FERTILIZER, AND LIME. : I�bIN� ' �17�G r1 Q �, ry ol 1 • U 0 16. PLANT SOILS IMPORTED TO THE 517E SHALL BE WELL DRAININ G FRIABLE SOILS SUITABLE FOR PLANT GROWTH. IG P1 E1 _ 1l I_ - VAKI �� O 2 O i 17. ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR �� n tea. I O pl,,IS.} tj_ _VIW1. � 11>� � UtJ � N � ENTIRELY OUT OF PLANTING BED5. PLANTING 5EDLINE5 AKE�NOT TO BE � It-IE1 T f:� t d� Og5TRUCTED. P Ore*, ell IL 0r- ANT D HALL E TOP DRESSED WITH 3" OF MULCH. ; ,,: i ,il I � 18. ALL PLANT BE 5 5 B , �, � if -;III I I Lj-J O 19. THE CONTRACTORSHALL DISPOSE OF STUMPS AND MAJOR ROOTS OF ALL { r� z PLANTS TO BE REMOVED. ANY DEPRE5510N5--CAU5ED BY REMOVAL d U1,41M ' • L BE REFILLED WITH .ACCEPTABLE SOILS TO ; OPERATIONS SHALL •.•. RE-E5TA I E5. BL 5H PROPER GRADE FOR NEW PLANTING AND OR LAWN AREA5. j N • ` 20 FINISH GRADE BEFORE PLANTING SHALL BE BELOW FINISH 5UKFACE i vIN`f� G P�p�ov I OF ADJACENT PAVING OR CURB. ' tad SING; 20. THE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLANS TO 2 cP� y BECOME THOROUGHLY FAMILIAR WITH GRADING AND SURFACE UTILITIES." �' - - , 2O O,o _2 :THE CONTRACTOR SHALL HIS WORK WITH LIGHTING AND PLANTING BED DETAIL _. +IRRIGATION CONTRACTORS REGARDING TIMING OF INSTALLATION OF PLANT rin MATERIALS. Not To Scale • n 23. THE CONTRACTOR SHALL INSURE VERTICAL DRAINAGE IN ALL PLANT BEDS 2 AND PLANTER: VERTICAL DRILLING TROUGH COMPACTED FILL OR NATIVE Z _ �- �rxarx `�-rAlcp� TO INSURE DRAINAGE. / . p4tk++of SrcGr�) a 501E SHALL BE ACCOMPLISHED �.-'�`�••� �G 2-mixer-r�-r �+Iz�uv �� • 4 I2o�; Gcw�Nz� IRE. 2 FERTILIZE .ALL PLANT MATERIALS WITH AGRIFORM PELLETS OR WITH A MIXTUREOF 100% ORGANIC FERTILIZER AT A RATE OF 1.5 LBS. OF POTASH, NITROGEN, AND PHOSPHOROUS EACH, PER 1000 SQ. FT: * ' .. , � �• �� l 1 ' ��, / { 25. EDGE ALL PLANTING BEDS ADJACENT.TO WALKS WITH BLACK - �. • y POLYETHYLENE LANDSCAPE EDGING. SEE DETAILS. • t � T42Y E �tµz 1y w_. : AGKI►*aKM FeRTiuz�t T 1` G`a►AIJ-bE G ��jA V\ e�co �, •- ut �o i r� ��A LSEC t DIoC APac5) __ �' � ter T • , GG Q _ oGla/A.NrTFi STECL y .......................................................... ecu ED J u r ... • r��ra 4 � 3 • TADLErr- K SEE 6ONTI1QUA•T104 �2 C�oE.E•�c.G4� �J.1-�D tUi2l•�y}'F•D h'14f Eh1AL • . . o o�r M � �Cn Q :r s,��-Gf I G4�pt7E Te+roo c'f � R FAN iwas i ' .o e. nL.MDCT•UKI:R Df�ED s' �O e7 1_GP•�/'w'�r4 �� r -S p Hy io TUB OM X-Nr- n 7 \ _ C-F" ) �r ��-46U-e� { - - atr M�xTUtz� _ 'T -PEO PWOKTOTµK p E _ :f Nd� GSA 1 r • l.CMFh�.T�D hilt "� AIL �T� Cs01'TKK�TD II j . �a I y _ �STiNG 4 I1, '-� - _ M pL1�Tl tXTO V� =.5 "� �NT E �- r M' � Cat Plan landscape � �-� . . �� ��� � © Y N TYP TYPICAL SHRUB PLANTING TYPICAL STAKING & PLANTING c� ,, c!� � •• � . SCALE: 1" = 20'-0 0� �.: , . . to 0 _ cu ' . � p UJ cu V) Cel Route 132• - lyannough Road Cell co � c CQ . c • � _ Ca - 1 CD k LLJ DIBM, D . 12'- 42 E 233.89 Mill Ile- 3.. .. I.. . GENERAL- NOTES ' 4 z D /2'• D V REFER TO THE LANDSCAPE DRAWINGS WHEN TRENCHING TO HYOID D K A TREES AND SHRUBS. ,a 1 ,/ "D D 1'; Z ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24" /2» 2 3/4" 3„ 14 a Z OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH D 4 I.. W ►-a OF 18"OF CO✓E!L D • � r D A N • F 3 ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" r 3/ 1.. /2" N F 1.. E'' PVC FLEX PIPE CONNECTION. 4" 2 ,1 Q.. 'Z._, Z N N d • N K � W 4. ADJUST ALL TO REDUCE WATE W N HA ;_ A N W CO J R WASTE 0 RD SURFACES (Z; AND BUILDING WALLS. D III/q» I%q :=.>' R D Q' � � � NOZZLE _ CHART 3 3,q» 0 � Q �' M p 5. THROT'TLE VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. /q"r II/2" - . � K 6. ALL cLAIle 5 SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ::. SPEC.NO. PSI GRM RADIUS PATTERN • N y Z a PYC cLAMPs. - , _ .. - - __ PLACE R - . F �, W LO 7. ALL RISERS SHALL BE PAINTED /1 COLOR CHOSEN BY THE LANDSCAPE A 570-15 f 30 4.0 15, FULL `` "�" _ - OTORS ON RISER 3 FROM N 1 U� W ARCHITECT. B 570-I5-270 30 3.0 15 THREE QUARTER F 3 SLEEVE THE EDGE OF PARKING, A A O C 570-15-240 30 2.6 15' TWO THIRD R I" NIle-O. ALL CONTROL WIRE SrLICES SHALL BE MADE IN VALVE BOXES U51NG r (J� Z 00 D 570-15-H 30 2.0 15' HALF "SLEEVE R N 00 SNAP- TITE CONNECTORS AND SEALANT. y ; ` II/ I%4 a' ill Q F--1 E 570-15-120 30 1.4 15 ONE THIRD " �/� O E- 9. THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON:A _ F 570-15-0 30 1.0 15' QUARTER ` REPRODUCIBLE PAPER SHOWING LOCATIONS OF ALL INSTALLATION THAT - _ N DEVIATES FROM THE DRAWINGS. THE DRAWING SHALL LOCATE ALL G 570 4 EST 30 .21 4 X15 END STRIP j2.. N MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD H 570- 4-CST 30 1.21 4'X30' CENTER STRIP N ` t.} 10, � SURFACES. J 516-30 10 .50 4.51 STRIP BUBBLER a ` N N N N �. ® � W WE- Z U Z 10.ALL VALVES, GATE VALVES,AND QUICK COUPLING YALYES SHALL BE K 570-10-FLA 30 20 12 FULL F .� _ INSTALLED 1N VALVE BOXES. L 570-9-SST 30 1.0 9'X 18' SIDE STRIP N ` O W O x I :. ; '� Z CU GL H R PE TY LINE RUNNING OUTSIDE A M 570-4-SST 30 1.45 4'X30' SIDE STRIP :: :;; <' 11. ANY PIPING SHOWN OUTSIDE THE P 0 R L OR RU G OU S ;'.: ':. 1"SLEEVE N 01) LANDSCAPE AREA 15 SHOWN THERE FOR CLARITY ONLY. ALL LINES N .570-10-HLA 30 1.0` 12' HALF 2' SLEEVE P 570-12-120 25 .80 •12' ONE TH 1 RD L, N D N X P R .................................................... SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. . 12' QUARTER R 570-10-QLA 30 50 V2" R ` N r= A w " " S 570-FSF 30 2.89 8' FULL ` I/2" N R `� w , a m x o 12• ALL RISERS SHALL BE PLACED A MINIMUM OF 12 FROM ANY SIDEWALK. N. ` a O� • z o w T 570-FSH 30 1.57 8' HALF N t? M • � ' � � � PATIO OR ROAD. U 570-FSO 30 K g 13. THE EXACT HEIGTH OF ANY 12" POP-UP THAT OCCURS IN A SHRUB AREA .88 8' QUARTER 3/4' N I I/4' 3P4" N ` N V 570-12-270 25 1.50 12 THREE QUARTER 5HALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. D V " F (� I, R •' M 12 z W 514-20 30 2.4 STREAM BUBBLER x I 14. THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE • N .5 4.5 STRIP BUBBLER 3/4 ALL X- PLACE ALLBUBBLJ=RS E " ► z �' w f' o a EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR X 516-30 10 ` 3/q' D ON A 4" RISER, USE I" VALVES M ER B F 5' HA 0 4. . L BUBBLER F A o a• z DETERMING THE LOCATION OF ALL UNDERGROUND UTILITIES. THE ! Y 512-30 10 1 N ON PLANTER ZONES. R �� • � l s � � z CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS OF Z 511-30 10 .5 4.5' QUARTER BUBBLER ANY DAMAGE CAUSED BY HIS WORK. T 1/2" THE CONTRACTOR SHALL BE RESPONSIBLE TO M :, 010 _ o _ -.._ .. ..., _.v... . ..-_..., __ .._.__... . ........ . . ._. ` M PROVIDE WATER SERVICE TO THIS POINT. FROM 1 V4" N � `�M •: � '° R THE WATER MAIN. PROVIDE 30 GPM AT A MINIMUM 5 ` G ,- N o 55 PSI. SLEEVE AS REQUIRED. I/2' d 1 1/4 , u o w a ra N N 2'� SLEEVE RI, 3"8 2• SLEEVE SN� q \ M -A� G f2 U, N M S o ° v \ R ON RO fill low o R 1.. ' N �D ` V`\r\v �� • AP � a �' q 1 ES �O M � o z D L EGEN � DRAINAGE AND WINTERIZATION OF SYSTEM N N FF o M A E { N R N a " w � S2 A lobe type valve or quick coupling valve shall be Installed at or near the g yp q p g ,CONTROLLER-RAINBIRD tr�te�oeg-,,MOUNT, ON - � point of water supply downstream of the main manual supply valve for the R 1 a/2" MAINLINE `N • " \ WALL 120V. POWER. •:,R ' "pur purpose of air injection at time of winterization. The Contractor shall be : a j P P I1� N ,' • I' M N N .. - X PIPE • POINT M O TORO 570 4 POP UP ON FLE ;' ':• '`' " „ responsible for winterization` of the system during the guarantee pert od. OF CONNECTION INSTALL i METER 3 a 2 SLEEVES N ND DOUBLE C V a •,• 2 b � ffi' .� , � � o � Compressed air, 80 PSI max shall be injected at this valve and each control .. • - O B E HECK VALVE TYPE Fill - clear', CKFLOW P EV TTHIS , `�>=;:: • - ,:, ri -� �, .:::::::'.' ::..<:::.. o a i n area shall b blown clear of water I n succession and then blown - R EN ER AT r� - _,� .•.,,;;:;;;�,�*>.:. c*� station e s a , UP ON LE PIPE ` INT TORO 570 12 PO a ain. , r ..::::;:.. ::.::;;;:..":.:::.. ► rn a �, o is : N N w a o ALL ABOVE •GROUND PIPE !N THlS AREA:` R :: o • A O z re• a • HALL BE GALVANIZED STEEL; TOR - S-70C� !MPACT ON FLEX PIPE I i N a 2"SLEEVE N PAINT BACK C ` a O 6 ' ` F { FLOW PREVENTER. = : o (3 OGPM) N a , N 3. N GREEN i� o AU 'TORO S-700 SHRUB IMPACT ON SCH.40 2 + " ".- M M - .j ® HT. (b-OGPM) .......................................................... ? L. 1I/4"SLEEVE \ ...-•--•-•--•-• RISER 8 ABOVE PL.MAT. ` 4 M �1 / �2 3..&2'' SLEEVE N � .D��Cn� I„ a TORO S-700 SHRUB IMPACT ON SCH140 .RISER 8' ABOVE PL. MAT. HT.(3.OG ) :. G _! Z 2 M ~_ N Z R G R TORO S-700 IMPACT ON FLEX PIPE M NO (6.OGPM) N AND 2 SLEE S 2.. :::<;:- .' :.:.. _ •C1; .,_, AINBIRD PE ELECTRIC VALVE .(SIZE I .. I .. R ) 1 r Ilkt ... Ul W , ''' • O • ` ------- MAINLINE (SIZE AS SHOWN) 1 1/4 LINE E I `� is N ` N N D 3"SLEEVE C3 0 CONTROLLER ClzA[IllIN. ' w N 3 AND `2 SLEEVES C SHOWN) N �f >, to O MENT AS(TYPE AND PLACE G 3 N O E 3/4 E F- RAINBIRD G 4 .. K COL)PLING VALVE LL � '4 4 RC QUICK � ` c� •. m N � N �.. 3.. ` �� -p In H a J s N �-"SLEEVE N N ` DETAILS ^ N ` 11.. N 2"SL VE H I _ " to N 4" PL. MAT. H T.: e G ., . .*. CL eMULCH I--"SLEEVEeN N 43RB OR WALL FINISH GRADE . J •, :'..;' HEAD 4 H ` q _ FINISH GRADE y P 4 �r PAINT 4' POP-UP SPRAY HEAD 1/2'PVC'FLEX PIPE ':, N RISER I„ "TYPIC G CURB OR WALL GREEN a G F•A.3/4" N `Ig PVC STREET ELLS 1/2' MALE M.A. 12' POP-UP SPRAY 3/4"PVC SCH.40 R • . 1 PVC CLAMPS STEEL ANGLE H • .PVC TEE OR ELL IRON • IL 1/2' PVC FLEX PIPE-- a PLACE ROTORS ON RISER 3' FROM / > N 3/4" N .' M THE EDGE OF PARKING. 1 ; PVC•TEE OR ELL � M PVC LATERAL LATTERAL I ' " _ 3/4 S X T - 1, 3/ 4' POP-UP SPRAY HEAD DETAIL : l2~ POP-UP SPRAY ,NEAO DETAIL SHRUB ROTOR DETAIL N ` E i • ool G ' N / 1„ y , • / i D -` / - NOTE YVF1E PSTtOCAL COOES , /� • .......................................................... N FINISH GRADE EXPANSION PVC t'�1PPLE 'WALL OF CONTROLLER ` 3 .. SURGE .,. .,. D ,��� t � +■ - 6 -TITE CABLE ' ,••..• �• ` aN c //' 5 -` ■..� Ill CONNECTOR K N N66 / ��■■ - N C ALVE BOX i'•::: PVC YALY (F/, P 7 p rr FINISH GRADE .� SIZE AS ® '1I2 I 4'N �'� „""�'•''+.+'� 12 LATERAL , /2� �'' ■■ "■'. LINE EG!UIREO y N '.. - PVC � .. •.. �;r■■";n.u •....r'� .,. . POP-UP ROTOR : ELBOW.• t CUR© OR WALL SNOLE TFfi01Af 15 AAWP 3/4' PVC FLEX PIPE ^ 2•_4• P A GRAVEL PVC STREET ELL : ANGLE TO SPECIFIED DEPTH W/45• ELBOWS ELBOW E/ MALE ADAPTER PVC TEE OR ELL WIRES V S PLACE � LO • UNDER MAIN 1 ELECTFINIC'Ju c0 PVC MAIN PER PLAN /SPEC. 120 v'OLT POWEA I rn ation Pian 3 O ' TO VALVES •C3 �' DETAIL ELECTRIC VALVE DETAIL wALL NouNT coNTROIIER DETAIL _ • ..� 0 POP-UP ROTOR _ . SCALE: 1" = 20'-0" E ` 3.� Vi _ C 7 ......................................... I I � - --- _�,_- 6--, . .1 �l � N�1�1 . 7- I I I zl��V _I '. 1 I � " . 1 - I I I I . I I'll I I � 1, .'' I "ill,I ". -, 1.11 11 t""'''"',_ I I I . � I .. I , . � 11 I I . It - I . I I I I ''I . � 1. I . . � . I I I I " .7 _____ - -_-1 I I , . 1-1 I I I I I . I I I . � I I 1, 1. __ I 10 . . .............I...'."...."o...'.;.'..�.......;.........im-r.i�.wo-w-.- I I I . I � .- , I I I ,, I . � I � ."'46iit', �I I I I __ � I � �I i4.I 11 . I I I I . I.."," I . I I I . . � I � � I � �,<� I, � � I , : � imilA I . � � I I � I I I I I ------F- I � , , I , I I I I � - I I I I I � I I � . 1, I N - I I I I I �',,I� I I I I I 1. . � I,, I I I � � I I I I i I . - I I . . I I � � � I I I I I � I I I - I � CONTRACT GENEF a- I I . - I � I � . . , . . I I I I I I � I , 11 I . . I . - �.,. I I � I. , . I I I I I SERVICE AREA FINISH SCHEDULE _ -, - � I � - I I � 1. 1 2: C=l " I I I � I I I . . . I I . I . . I � I �_ I I I I I I � . I . I � � � 1. I I . 1� , � THE CONTRACTOR 'SHALL' FIELD VERIFY ALL CONDITIONS AND , C=:) , � , I I . I I I I � ' , I - � LOWER LEFT CEILING - � CrD I � ., I I ,t I � I I � - I � I s �. . I I I I I . - I � I "I � I I I I ROOM ROOM FLOOR TOP RIGHT MAT'L FIN. MAT'L. FIN. MAT'L. FIN. HGT. . DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE m - . - 11 I ,. . _� I I ." . - - 1� - I I � I � . I NO. NAME ' FIN. BASE - MAT'L FIN. MAT'L. FI N. . I FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY I I 0 w � ,. I . I I I � I I I _l._j . I . SPRUCE I I I I � I . G.B. FRP G.B. FRP - G.B., FRP G.B. FRP G.B. PNL 91-6" SUBCONTRACTORS., CONTRACTOR SHALL ACCEPT PREMISES AS 14 � "I I I . � -_ - 1 103 , CASHIER Q.T. Q.T. . I I I - ,:::I - I 11 I WOOD FLOOR I . -11 FOUND, OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION . I ui �� cn I � I � . 4 - , I- � I __ I I � � I � I I . . I . � . - I 111 NOT USED - I - -,.--- - - - __... - - - - - - - - - I OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME I .1 V) - ,4 - I I I I I � _- - -_ --- . OF BIDDING OR THEREAFTER. I . -+- C:> � I . I I I � I SPECIFICS: #2 CONSTRUCTION GRADE OR BETTER ' ' I I � 110 -SERVICE BAR Q.T. O.T. G.B. � FRP G.B. FRP G.B. FRP ___G.B. FRP G.B. PNL 9'-6" � L . NNNUA� CD CC) I - -__ W C\2 I . SPECIFICS: lx6 TONGUE & GROOVE SOUTHERN YELLOW PINE GRADE C AND BETTER . � I --....---.--- ' -_ - '_ I "W& Ld �, C\2 CID I I I I . I I I 11 I 1 115 SERVICE ALLEY Q.T. Q.T. G.B. FRP � G.B. FRP G.B. FRP G.B. FRP G.B. PNL 101-on-_ 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE ,go _" M C\2 C:) I FLOORING GRADE, WITH KERFED BACK. TO BE PURCHASED LOCALLY. . I ._____.______.__._._._ _______._____ ____ -_ DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT . I I I . I LOCATION: METAL ROOF FRAMING AND WOOD TRUSSES. I � I . ____ � FRP ' G.B. FRP G.B. FRP G.S. FRP G.B. PNL i 0,-on . SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO Lj 0 m -cyD � I I I I I I I I 1 116 BUSSING Q.T. Q.T. G.B. ________.___.___________.______.__... -_ p� CC I , � I I I . -_ ... ..----.--.----..--- . , 70 I I 11 . FINISH: INSTALL, SAND SMOOTH AND STAIN WITH A MIX OF 70% MINWAX #221 SOURCE: TO BE PURCHASED LOCALLY. I I I � I 1 117 . - DISHWASHING Q.T. , Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. FRP G.B. PNL 10 -Us � I I CONTINUING WITH WORK. !W I con .-.4 0:� C\2 I IPSWICH PINE PENETRATING STAIN AND 30% BENJAMIN M NETRATING � I -.---.-----.. ____,._,_._._.___._,_ . __ _______ ' I I I I I � .�l ,- r- r*- . � � 101-0" 3. ALL PLAN DIMENSIONS ARE FROM CENTERLINE OR FACE OF STUD 11 . � 0 cc cc I I STAIN #241-21. USE BENJAMIN MOORE BENWOOD NEUTRAL BLENDE I I I i 1-8 KITCHEN � Q.T. Q.T. G.B. FRP G.B. FRP MTL FRP-,- � G.B.,_FRP__...G.B. PNL___ I I - 0f -m " I I I I INATE STAIN BLOTCHING AND PROMOTE UNIFORM STAIN. WHEN DRY I FINISH: STAIN WITH BENJAMIN MOORE RED MAHOGANY #241-21 PENETRATING STAIN. ---__ � - - ._._____.___._.______ ____ G.8 - PNL 1 01-0" UNLESS OTHERWISE INDICATED. 0 px:4 r- r- I WIPE ON AND WIPE OFF. WHEN DRY, APPLY 2 COATS OF BENJAMIN MOORE LOW 1 119 PANTRY Q.T. Q.T. G.B FRP G.B FRP G.8 FRP . G.B FRP . I = ,- a> =, I APPLY ` BRUSH) 3 COATS OF BENJAMIN MOORE LOW LUSTRE BENWOOD POLYURETHANE I _0" 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE 0 . 0 Z1, -.:d. I . URETHANE FINISH #435. SAND BETWEEN COATS. SOME 120 EMPLOYEE BREAKROOM Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP I G.B. � FRP G.B. PNL 10, "o I I . I I SAND BETWEEN COATS. ___ - BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS - P.4 r. 0.) I I FINISH ��35. 1 1 1 MEMBERS OF THE TRU TAINED PRIOR TO ASSEMBLY OF TRUSS. 121 MEN Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. FRP G.B. PT. 81-cr 1, MUST COMPLY WITM THE CONTRACTOR REGISTRATION � < C=> al u >1 I I � - I" � . I . I I � I � CD ,:� * . I I I � � 1. . _'. . I I I _Om REQUIREMENTS OF AH GOVERNING AUTHORITIES. ly- C\2 8 R .:�! I 1, - I I I NOTE: IF SPRUCE IS UNAVAILABLE, A #2 CONSTRUCTION GRADE NON-STRUCTURAL 122 VESTIBULE Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. PT. 81 . . . . I I I I I 11 � I I I I 11 SPECIES OF WOOD THAT IS LIGHT AND IS STRAIGHT AND TRUE (I.E. HEMLOCK FIR) 1 123 WOMEN . Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. FRP G.B. PT. Bs-cr . 5. LL REPORT TO THE ARCHITECT ANY - Ld " I I I I . . � I . I CAN BE SUBSTITUTED. KNOTS AND CHECKS ARE ACCEPTABLE. REVIEW ANY 9o-o" . . . ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER, I . I I I .6 , I ALTERNATIVES WITH GMRI CONSTRUCTION/DESIGN PRIOR TO USE. - 1 124 LOCKING STORAGE Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. FRP G.B. PT. I THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS ", F__ . � I ,� � I I . FRP G.B. PNL 81-cr AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN � I I Q.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.8 I THE MEANS I I I I I I . I I . I � I � I I - . . .125 OFFICE ___ -.----.--- __ BROUGHT TO THE ATTENTION OF THE ARCHITECT. y I 0 Z_ I 11 . . .I .I I I 1 126 ELECTRICAL ROOM CONC. VINY4 G.B. PT. G.B. PT. G.B. PT. G.B. PT. G.B. PT. 1 01-on ERROR SHALL� FIRST BE APPROVED BY THE . � , I _ 11 I . I I I � . I � . _. - ARCHITECT AND OWNER. . . I 1. 11 I I � � 11. I � . I 1 127 VESTIBULE .. I O.T. Q.T. G.B. FRP G.B. FRP G.B. FRP G.B. FRP G.B. PNL i 0,-O" . I I 11 - I I I I I I . I � �l I I I I I I I . � � --,-- -_- _____ #_cr 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY RED I . . I I I . I . - MTL - MTL - MTL - 8 0 0% . I . , DOORS AND WINDOWS 1 Q.T. Q.T. MTL MTL PAID -1 �- p I., I I " . .----.- .-.------- --.--.. LOBSTER, ALL OTHER PERMITS SHALL BE SECURED AND . I W 0 r , i . � I I . 1 129 COOLER Q.T. Q.T. MTL - MTL - MTL MTL - MTL - 81-0" I___ � FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL I � :4 I I - I I -_ I_____ - � 04 I i 1� I. ., I I FIR I I I . ___ I � I I I - I - - MTL - MTL - a,-cr REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE . Ld * I , I � � 1 130 COOLER Q.T. Q.T. MTL MTL MTL __ ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. I I � I I . � I . I . * 1 I � I . . . LOCATION: WOOD WINDOW FRAMES (INTERIOR FACE ONLY), FIRE EXIT DOORS AND - -,--- , - -_- -.- _ ____ I I I I ., - , � I � . 1 131 COOLER Q.T. Q.T. MTL - MTL - MTL MTL - MTL - 8,-Cr _- I V) 1 I . I SPECIFICS: GRADE C OR BETTER DOUGLAS FIR, AKA WESTERN FIR. USE TIGHT GRAIN, ONLY. FRAMES, PUBLIC RESTROOM DOORS AND FRAMES, BOTH SETS OF ENTRY DOORS AND 1 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I I < Of ,E- CD I 11 I I 11 � I I . � I FRAMES. I I 1 132 MECHANICAL ROOM CONC. VINYL G.B. I PT. G.B. PT. G.B. PT. G.B. PT. ECK �'" I LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN � mm �--4 _z C) . I I I I - 11 I - OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR. . I&- co ,_-� ,:� C:) I 11 1, � SOURCE: TO BE PURCHASED LOCALLY. , , I � I I I . G.B. FRP G.B. FRP G.B. PT. 91-cr . 1. . 14440%b.- D I r4 <� co � � 11 11 133 CHEM./SOAP CLOSET Q.T. Q.T. G.B. FRP , G.B. FRP . SE OF REPAIR OR REPLACEMENT OF MEM t---4 U = i, I .. 11 . . . . FINISH: I STAIN AND SEAL IDEN11CAL TO FIR. � I I . I . I � G.B. FRP G.B. FRP G.B. PNL 9,-U, UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 1 P4 �D � � I . I I 1 134 DUMP SINK Q.T. Q.T. G.B. , FRP G.B. FRP I p---4 I-.,:� ( - I . I � � I I ______ I Q.T. Q.T. I G.B. FRP 1 G.B. FRP I G.B. FRP , G.B. __ - I G.B. PT. 9--cr I . . � I � �D Z E � � . -_ - 11 I LOCATION: WINDOW LOUVER ASSEMBLIES, WINDOW JAMB EXTENSIONS, WINDOW SILLS, CONJUNCTION WITH THE PROSECUTION OF THE WORK. ! I 11 . 1 x6 BASE BOARD '(IN ENTRY VESTIBULE- AND IN COVERED WALKWAY AT WOOD FLOOR) I I I . I I . . I I 1 135 SILVER & LINEN CLOSET . FRP I LOCATIONS OF ALL FOOD 0 , c� 0 V) CD . � I . AND lx6 CHAIRRAIL (AT CASHIER AREA, BAR DIE TRIM, AND WHEELHOUSE WINDOW I I I I I I . � . I I I I . 8. THE CONTRACTOR SHALL VERIFY I � I z �� r4 p I I I I . I � . � I I SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR "� - � I . I � I . I � I GENERAL FINISH NOTES: I � -:4 = ��col � �l 11 I I ,'TR I M. , ', � I I I I . � . SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND I 0 Ljj �� , ,�, � . . . I I � � I I I I � . 1 3. SEE SPECIFICATIONS FOR EXACT MATERIAL RAISED CURBS, ELECTRICAL AND PLUMBING STUBOUTS, I � r::� I 11, � I I . ' . . 1 I � I �� . 0-� P4 co ,--: I I . I FINISH: STAIN WITH BENJAMIN MOORE RED MAHOGANNY PENETRATING STAIN #241-21 ll� � 1. FOR FINISHES IN PUBLIC AREAS, SEE I AND INSTALLATION REQUIRMENTS. AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY I I- 4 PQ C:) ,,�-4 L , .1 - � , . I I I 1� ; I I I � � 11 11 . . XCESS. CUT 30% WITH MINERAL SPIRITS. I I GREY BOARD SIDING � I . � I INTERIOR ELEVATIONS (SHEETS A-1 1 & A-1 2). . RELATED TO THIS EQUIPMENT. I J�; � �4 ..d4 :1 , � ' I � . WIPE ON, LET SET, WIPE OFF E I 1 . I � Pr4 ,-_� , ., � � I �I WHEN DRY, APPLY BENJAMIN MOORE LOW LUSTRE , � I I I �.I - I . I � I REFLECTED CEILING PLAN (SHEET A-9), . I I I 9. � - r4' z _�� %__.*� I I I I I I SAND BETWEEN COATS. I � . 11 I . ARCHITECTURAL FLOOR PLAN (SHEET A-2), I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE I 1�1� = 0 .i-iiii4 I . . �, I . I , E FINISH J435. . I � AND FLOOR FINISH PLAN (SHEET A-10). I SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND � I I . F-T-4 4 r4 , I . I I t - � - I I I I � SPECIFICS: 51e x 5 1/27 AND 5/4� x 5 1 1Z �FROM AGED PRESSURE TREATED UNTIL JOB IS COMPLETED. C:) ,4 Z �, I I 11 I I I � . � . . I ' I I - , �� I I I I I . I � � � I . T I I . . I I I - . 2. ABBREVIATIONS FOR FINISH SCHEDULE 0 _ f___4 � I I I . I I . � DOCK BOARDS. I . I I ' m P4 , I I .1 . I . I . I I . . I I � I � I TOP WALL 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL . I � .4 1 � � - I I I I � � I � � . Q.T. QUARRY TILE . I 6� w I : I I � I I . I I SOURCE: AIR PAK PRODUCTS & SERVICES. INC. CONTACT: DAVE MORAVETZ PHONE: I I . . I . AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION I M 0!� ' E- P Z I � I � I G.B. GYPSUM BOARD I -iiiii . AT ALL TI M ES. � I = I 1-� I , 1- - I I I . I I I . � 24-7725. THIS WOOD ARRIVES DENAILED, RIPPED, AND PLANED TO 51e I � . _j � 0 �� pq � I � 1. I . I I I . I . . _j � "n < z _<� C_� pq � I � I I - 11 I � I AND 5/4' THICK. 11 I � I . I PT. ,PAINT � � � 11. CONTRACTOR SHALL TA ECAUTIONS TO I . I . I I I I . I . ,1.1, I . I I I I li- . THE OCCUPANTS AND W I � . . � I I It, I I � I I MTL METAL PANEL BY COOLER MFR. x I . � I I I I I � I � I " I I 1 . I . . tz 0 . ALL TIMES. � . ......................................................................... I I I � I . w I I , I I I ,I , PREPARATION: THE TAPED AND BEDDED DRYWALL IS PAINTED FLAT BLACK PRIOR TO I PNL VlNYL CLAD GYP. BD. CEILING _j m I I .-, . . � ll� BEAD BOARD I I I INSTALLATION OF SIDING. THE PLANED SURFACE GOES AGAINST THE WALL I I PANEL (SEE SPECIFICATIONS) I 1 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER 1 5 . .. . I cn I I I I . I I I AND TOILET FACILITIES AS REQUIRED. I 0 19 . . . z , - I I . I I � . I I NFORCED PLASTIC ,-LOWER WALL g p t� � ' I 0 � I . I - � I I I I . . � . I , � ,_ =: p F 1. SPECIFICS: BEADED *V GROOVE 3/1 Er THICK LI � INSTALLATION: APPLY CONSTRUCTION ADHESIVE TO BACKSIDE OF BOARDS AND POWER � 1 13. CITY APPROVED PLANS SHALL BE KEPT I rz I w . 0 E on I I I � . BRAD TO HOLD IN PLACE. I I � SPECIFICATIONS) FLOOR PLAN KEY AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION . 5 � I 0 F� t., � � 0 w ..c - I I I IES I � I SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR z . .< 11 I SOURCE: INTERIOR PRODUCTS, INC. BRUNSWICK, GA. OR STATES INDUSTR I � * I 11 � I I � . SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE I w � : E 0 � . I � INC. (UNFINISHED VICTORIAN OAK). NOTE: USE A CAREFUL EYE WHEN SELECTING PIECES THAT ABUTT ONE ANOTHER. DO I � I SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE . I g . z , . I I I ISH COLOR ADJACENT TO OTHER BOARDS THAT ARE � 94 w 16� 1 1 1 NOT USE BOARDS WITH A GREEN ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE I 6 0 . . I � 2 rol o F ?s m I :-� :1 INSTALL.ATION: GLUE ONTO DRYWALL WITH A CONSTRUCTION ADHESIVE, I.E. HENRY ARDS WHICH ARE PARTICULARLY GREEN OR ROUGH IN AREAS F THE JOB SUPERINTENDENT. 0 . r . C> m c6l is .< 4 r4 �' . . I .1 u I 2 �- @ -- :5 - I . I 1 D CONSTRUCTION ADHESIVE OR EQUAL, AND BRAD NAIL. NOTE: � THAT ARE DISTANT FROM SIGHT AND TOUCH. . SCHEDULE OF OWNER FURNISHED I rcl .< = m P,4 Z PAINT SCHEDULE . I - W 0 IA4 m 0 � I THIS MATERIAL IS DIRECTIONAL. I I I I . 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, I 0 P 2 u !� 2, R g =0 E - !2 .2 r- I � . . . I I . I EQUIPMENT AND FURNISHINGS UNLOADING, UNCRATING, INSTALLATION AND HOOK-UP OF ALL � .., I - . . I � . � . I � . FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. I b - � FINISH: STAIN WITH BENJAMIN MOORE RED MAHOGANY PENETRATING STAIN #241-21 1 1 ES (PAINT SCHEDULE) � � � I ITEMS FURN. BY INSTALLED BY 1 15. THE GENERAL CONTRACTOR SHA I � s I APPLY FULL STRENGTH (ROLLER WORKS WELL). ,LET SET, THEN WIPE EXCESS. WHEN LL BE RESPONSIBLE FOR AND IN . I � I 4 I I I 0: 0 W � I : PPLY (BY BRUSH) 3 COATS TOTAL OF BENJAMIN MOORE LOW LUSTRE 143500 1 1 1 1 GC GC SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR I D RY, A MILLWORK I � HANE FINISH. SAND BETWEEN COATS. . I I I I . - I INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR I c 0 . � I I LIGHT FIXTURES. NOT PART OF GC cc WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A I ,q t3 E� I t � . . . DE .R_R9..Q5_.,__ --- ETION AND ACCEPTANCE � � -4 � � I I I ____ ....C ... SPECIFIC COMPONENT AFTER THE COMPL u - cl. ts 12 1 . . . I . LIGHT FIXT RT OWNER GC I OF THE WORK UNDER THIS CONTRACT. EXCEPTION: THE � g 0 r. w = � I �l � . I � - , I- 0 = r� 0 1 � . . E.C.013.2P�K.G. .. .. __ a..'. om , "I � I I � I . BCONTRACTOR SHALL FURNISH AND MAINTAIN m, z u . I . OWNER OWNER C to 0 � V-5 I u cr N F_ ___ CARPET . I 0 � . AGREEMENT CO-SIGNED BY THE CONTRACTOR TO MAINTAIN THE $ 9 - u I I I ___ _____ - j � ,. - E w I I � - I - TABLES � OWNER GC I ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO E $ 01 0 0 E 4 � rq . _______ . __ (2) YEARS STARTING AFTER DATE OF FINAL TURNOVER Im e3 a ll� g z - I= � - !4 F, P - E9 M,� I . � 1 5 1 1 1 . I . I � CHAIRS OWNER cc I . INSPECTION. . I i r, H , � = to I � � . I -I-. - ___ .I I I E 0 0 w � METAL ROOFING I I BOOTHS � OWNER cc . 16. CONTRACTOR SHALL REFER A . I � 0 r I � I - � RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS 04 . . I I I CEDAR PLANKS - I. , � I I ARTWORK AND DECOR ITEMS OWNER GC . GEOLOGICAL REPORT. CHITECT ACCEPTS I I w i§ M . ;r � -_ . ,- I � � . .-- � 2 0 1 ,- I - E� - . . SPECIFICS: 31 GAUGE CORRUGATED GALVANIZED METAL ROOFING SOAP DISPENSERS OWNER GC � . . NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR zo W. p, 0 - . !; � I -_ . FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, I I , - P 2! ,;9 . I --_ -4 r- I � I I E cl ?� .. I I I SPECIFICS: ROUGH.SAWN WESTERN RED CEDAR, UNSEASONED. GRADE #2 OR BETTER. I TOWEL DISPENSERS OWNER GC . ETC., CONTRACT OWNER FOR INSTRUCTIONS PRIOR TO THE I I 0 lox r_ . � - 1 - I CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS En , SOURCE: NAUTICAL FURNISHINGS, INC. - w E; 5: W' I � I � � GC , . . BECOME APPARENT DURING GRADING OR FOUNDATION . = r. � z = I . I SOURCE: GULF MILLWORK AND FIXTURE OF TAMPA, INC. PHONE: (813) 248-5197 OR � LOUVERS GC , . F --.-.- 0 1 - 0 * (800) 927-4565, CONTACT: CAROL MYERS, SALES. � I � -_ I CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO 0 0 F B! ,F:, in I OUTSIDE SIGNAGE OWNER GC I BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE 2 2 � t: E � � I I I I I I I . ___ -' '-.,- . , E p - 0 9 5 12 1 1 1 1 CONSTRUCTION. IF THE DIFFER FROM THOSE SHOWN ON THE I . 2 t� W �� m IS u o a. = I I I I I SIZES: 2x6 = 1 3/4� x 5 3/4�, 2x8 = 1 314. x 7 3/4�, 2xlO = ETC. � I KITCHEN EQUIP. OWNER GC . . DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT � � t; I I .1 I I � I� I . I I I I I POINT OF SALE EQUIP. OWNER OWNER (SEE . . MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE I .................I...........................�.............................. I . I I I WORK. � I � . I � � . � . PREPARATION: PLANE 4 SIDES TO REDUCE THE ROUGH SAWN APPEARANCE (APPROX> I NOTE #1) � ,11- COLOR SELECTIONS: . I I I I . I I ., I . 1/8- EACH SIDE). PLANE TO A SURFACE MIDWAY BETWEEN R.S. AND S4S. (THIS 11 RED SIDING � I SMALLWARES OWNER GC 1 17. R IS TO ,PROVIDE BACKING AS REQUIRED � � - I �� � � I . I.1 I FINISH ALSO KNOWN AS "HIT AND MISS") I I � I I (SEE NOTE #2) % . OTH TABLES, WALL MOUNTED SHELVES, I .�_ I I V) I . I I � I .. I . I I I CABINETS, H.C. GRAB BARS, AND FRICTION B.RACES. j I . �_ I I ' I I . I INSTALLATION: 2x6, 2x8, 200, AND 202 ARE THE SIZES USED ON PLANK WALLS WITH SOURCE: NAUTICAL FURNISHINGS, INC. � . I . SAFE .1 OWNER � G.C. . I I 1 18. SILICONE CAULK SHALL BE USED AT THE FOLLOWING I o< I � �T �_ . . 11 ., . 2x6 VERTICAL BATTENS. PLANK WALLS ARE INTENDED TO LOOK DISTRESSED AND WORN. I OWNER OWNER I I In . � . I � I I FT LOCATIONS: = uj _ ---- - I . I � I I I I � H SAND ALL EXPOSED SIDES, EDGES, I FINISH: TOUCH UP PAINT WITH HOT.TANGO RED BY DEVOE. DRY BRUSH WITH FLAT I I I I =:) < V) � . I AND BUTT ENDS. NOTE: UNEV ED EDGES ARE INTENTIONAL I BLACK TO MATCH. . I I I MUSIC & SECUR. SYSTEM OWNER OWNER I 1. BOOTH TABLE SPLASH AND WALL CONNECTION . :c - 0 . I I I I I I 'AND SHOULD BE REPUCATED. � . � . I � - - I . STAINLESS STEEL FABRICATION OWNER G.C. - I . . 1 2. METAL DOOR I I I .4 m 11 ,=:) - 11 I � . 3. WINDOW FRAMES, SILLS AND JAMBS �_ = I I - . . . OWNER G.C. " 11 . 4. CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILINGS I I I I FINISH: AFTER ASSEMBLY, STAIN INN PLACE WITH MIX OF 30% BENJAMIN MOORE I I LOBSTER TANK LIGHT � . V) I 11 I u - - I I JACOBEAN #241-69 PENETRATING STAIN AND 70% BENJAMIN MOORE RED MAHOGANY #241-21 . : I FIXTURE AND LAMP I 1 5. JUNCTION OF MILLWORK (CABINETS, SHELVES, BOOTHS) I I 1. __ I 11 . I I I & 6. STAINLESS STEEL TO WALLS I I w = . ,< , .� I�l . �I I I PENETRATING STAIN. WIPE ON AND LET SOAK IN. NO WIPING NECESSARY. WHEN DRY, � � . . . I I � 1 7. ALL UNLIKE SURFACES I . I 1= CD , V) - I I APPLY (BY BRUSH) 3 COATS TOTAL OF BENJAMIN MOORE LOW LUSTRE BENWOOD I . I PRE-FAB. COOLER & FREEZER I OWNER I G.C. . 1 7. ALL SIDING JOINTS . I 11 . . . . I 11 I I ISH #435. SAND BETWEEN COATS. .1 I 1 I . I I � I INCLUDIN-G CONDENSOR I I . � 19. I GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL I I 11 ,=:) , I- v) , . � . . � I . 11 .1 I � ' I � I I I . � I . NOTES: I I � I . . . PANELS, SOUND EQUIPMENT. AND ROOF TOP EQUIPMENT WITH 0 , .< I NOTE: DUE TO CEDAR WOOD DENSITIES, THE FINISHED STAIN MAY BE DARKER ON DRYWALL SOFFITS I i I � 1 I" I I I., . PLASTIC PHENOLIC ENGRAVED PLATE SCREWED ON. = :2 . � I THAN OTHERS. THINNING MAY BECOME NECESSARY TO I I I 1. SEE DRAWINGS FOR EXCEPTIONS TO POINT OF SALES . I . I 11 � I I " I . . I I � I . - 1 4 PORTIONS OF THE CONTRACT I= re) , I MAINTAIN CONSISTENCY. TEST ON SCRAP PIECES. I . EQUIPMENT ! 20. DISCREPANCIES BETWEEII U) - � . . . I INSTALLATION: DRYWALL NEED ONLY BE TAPED AND BEDDED. . I i DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO I m < V� . I . � � . I I I 0 INSTALL "SMALLWARES" PACKAGES 4 CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH >_ � r c/i . I I FINISH 'WITH 'DURABOND 90. 1 2. CONTRACTOR T I I-,-- DISCREPANCIES PRIOR TO COMMENCING WORK. I I I 0 1 1 1 1 FINISH: PROVIDE A MEDIUM SKIP TROWEL TEXTURED UPON DELIVERY I.E. HOOKS FIRST AID KITS, I I . . I I I I SIGNS, FOOD PNOTOS, FRAUED ART, SILVERWARE .- . - -- I I I � . � PAINT WITH 2 COATS OF BENJAMIN MOORE REGAL WALL SATIN LATEX INTERIOR FLAT. I BINS, MOP HANGERS, ICE SCOOPS, ETC. GC TO - I . 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL Zj w X . I � - -RT26-GY22. . 11TUED I - = . , - BASE 1 3 #215 3A. FORMULA. OY30-BK12 � PROVIDE .�2,QOO.00 ALLOWANCE TO INSTALL . � �, 11 -,-,-- � I I UIREMENTS OF LEGALLY CONS I Lo � I � I I � I SMALLWA ES' PACKAGE. AUTHORITIES HAVING JURISDICTION. I I I I I , � . I I I I I 1 M cy) �=3 ,. < I I I I . I I I . I 1 4 . . . I I I . - I I � � . 1 � I � . I . ; - . I .1 22. THE ARCHITECT AND/OR OWNER WILL REVIEW 'SHOP DRAWINGS � I I . � - I � CEDAR BEAMS I I I � I � INTERIOR FINISH FIRE CHARACTERISTICS - i WITH DESIGN CONCEPT OF TH w lo 0 > , I I - I I . 11 I . I . I I I . _ - I PROJECT. RCHITECT'S APPROVAL OF A 1= v- = .3: � � I . SMOKE I , I . I I � � -low-l- I - I - I CLASS FLAME FEUL I I . I I I 1. I � I I I . . , -,- . I I I � SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN L I I � I I . ITY I . I . - - - SPECIFICS: ROUGH SAWN WESTERN RED CEDAR, UNSEASONED, GRADE #2 OR BETTER. - I I I I I . ? � ASSEMBLY IN WHICH THE ITEM FUNCTIONS. � I . � I � I I � I ' ' I I @ 1, � . I . . . 1� - - I � � I I . I I � 11� -PLASTIC LAMINATES 165 135 23. DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC. SHALL BE ,� 11 I I . . � LOCATION:- ,2x8, AND 46 AT OVERHEAD BOAT RACKS, 3x6 AT CO I � � . I I . I I . 1 I NON-FLAMMABLE OR F PER STATE FIRE MARSHALL I I . . , I I . . _ I I I I I . . � � .I 402 AT BOOTH SOFFITS AND CEILING BEAMS. , I IT & G CEILINGS " - � B 35 10 15 REQUIREMENTS. � I I . I I . I I CORIAN �� 1. � I . I -I� . I I I� � SIZES: 46 =11 3 3/4m! x 5 3/4�, 4xl 2 = 3 3/4� x 11 314, *3x6 = 2 3/4� x 5 3/4� 1 - I I I � I BEAD BOARD & WOOD PANELING � I 1 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH - . . I . � I . EPDXY PAINT FINISH . 'A 10 0 0 --,t-- I I . . / . I . I I SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING co , � I � I . .. I . EARANCE (APPROX. SPECIFICS: lx6 GRADE C OR BETTER SOUTHERN YELLOW PINE. I I - BUILDING CO I I - __ - . . . PREPARATION: PLANE 4 SIDES TO REDUCE THE ROUGH SAWN APP � . I I . I � I � GENERAL: I- LATEX FLAT PAINT . A 5 0 0 DES/ORDINANCES. I I w I � -_. � . I I � -------. � I I . I . . 1 18r EACH SIDE). PLANE TO A SURFACE MIDWAY BETWEEN R.S. AND .S4S. (THIS PREPARATION: STAIN WITH BENJAMIN MOORE, RED MAHOGANY PENETRATING STAIN I I . 1/4! THICK UNFINISHED 27 O.C. PLANK BEAD I I . � I . 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL I I-- . , I I I FINISH IS ALSO KNOWN AS "HIT AND MISS! 1, J241-21. WIPE OFF EXCESS. , � I I . I ANUFACTURED BY INTERIOR � � . CLANT BOOTH UPHOLSTERY FABRIC , A 5 5 CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING 10 . I . . �l - . I � . I . I � I I I I I I I I BOARDAS M I I I I CODES/ORDINANCES. I - I I � . I . � I I FINISH: AFTER BEAMS ARE INSTAIIED, SAND EXPOSED SURFACES, SMOOTH EXPOSED INSTALLATION: BLIND NAIL- � I � I I PRODUCTS INC. OR STATES INDUSTRIES. . RY FABRIC A - - z I I . , 11 � . I I I I � UNFINISHED. . . - , 1 26. ALL GLASS AND rDLAZING SHALL COMPLY WITH CHAPTER 54 OF A I-' � I ". � BUTT ENDS, EASE EDGES AND CORNERS. ALL SURFACES SHOULD BE SMOOTH TO THE - � I ; � I _. STATES INDUSTRIES, INC.: (503) 688-7871 1 . - THE U.S. CONSUMER PRODUCT SAFETY COMMISSION SAFETY I .1 " I I TOUCH. NO SPLINTERS, NO ROUGH SURFACES. THEN APPLY BENJAMIN MOORE GOLDEN FINISH: SPRAY/ROLL/BRUSH 2 COATS TOTAL BENJAMIN MOORE LOW LUSTRE BENWOOD INTERIOR PRODUCTS, INC.: (912) 264-6496 . , Y FABRIC A � - STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS, I . 0 � 11 - . 1 : .OAK PENETRATING STAIN #241-68. LET SOAK IN., NO WIPING NECESSARY. WHEN I I POLYURETHANE FINISH 1435. NOTE: SPRAY APPUCATION-IS ACCEPTABLE ONLY ON I I I " __ I 1 (42 FR 1428: #16 CFR PART 1201). 1 11 z I I I 1 ! DRY, APPLY 2 COATS OF BENJAMIN MOORE LOW .LUSTRE BENWOOD POLYURETHANE I . -BEAD BOARD PANELING C 76-200 - � . . I I I I I I . FINISH #435. SAND BETWEEN COATS. I I I I I . CEILINGS. I I � I I I I . I I I I 1. �1 27. PROVIDE BC RATED FIRE EXTINGUISHERS (LARSEN'S CD 15 OR < � �I � 1; I I I I I � I .1 1 . I I 11 � I . I I . I � I I � I VI A 15 35 . � - APPROVED EQUAL) AND SEMI-RECESSED COLD ROLLED STEEL Ift I . I I . I . , I I I .1� I __ I - I NOTE: � DUE TO CEDAR WOOD DENSITIES, THE FINISHED STAIN MAY BE DARKER ON SOME . � I I .. . ., _ FIRE EXTINGUISHER CABINETS WITH SOLID DOORS IN KITCHEN w . I - - I - - - THE FLOOR PLAN. CONTRACTOR IS TO I I I � . GREY BOARD B 75 . __ __ AREA AS LOCATED ON I � I—, I � : WOOD MEMBERS THAN OTHERS. THINNING MAY BE NECESSARY TO MAINTAIN, CONSISTANCY. , I I I . SOLID SURFACING MATERIAL - . I __ I I I I I 1_j . VERIFY TYPE, LOCATION AND SIZE WITH FIRE MARSHALL PRIOR I _j I I I I I � 1. ll� .� I % TO PURCHASE AND INSTALLATION. ' 'SEE SPECIFICATIONS, I =) I . .1 . TEST ON SCRAP PIECES. I � I � I I � . � I - �. I . � � .1 1. ; I I I I I I � I I I I � . � I � . � I I 11 I � I I � I GENERAL:_ I I � I I .1 SECTION 10520. 1 ," I � � 0 1 1 1 1 ., � I . . . I I I � � � . � � I � -1/2" CORIAN 13Y DUPONT ACOLOR �w, 1, �_it`- � I ' uj . � . . . . ,� I I � . I I WHITP SHALL BE USED F I I I 1 28. PROVIDE CLASS HERS IN DINING _ � . I I I I 1; . I DRIN RAIL, SEE SHT. A-18 FOR LOCATION 1- - I � I __ I I . , I I AREAS AS SHOWN ON THE PLAN. EXTINGUISHERS ARE T , I I I - I I STEEL ANGLES & METAL BANDS � � 3: .................. I I � - I I I � 1. - - � I I . . � I 11 I I � I �,_ � I � I 11 I I . . I I LARSEN'S MP SERIES 'MP5 IN FLAT TRIM, RECESSED, . 0 ..............71....................................... , It --- I I . . I I . � I . � I . UNLOCKED. VERTICAL DUO PANEL WHITE CABINET AS I I I I � I I I . � I � I I I - I I I . . . . I I . I I . I I I . I . I � I I I . I � I I I . I � MANUFACTURED BY LARSEN'S (OR EQUAL . SEE a) I � I � I I I -1 � I I I � . � I . . I � � I � LOCATION: STEEL ANGLES _' WOOD TRUSSES, METAL BANDS - WOOD POSTS, � I SPECIFICATIONS, SECTION 10520. 1 . I I -, I- . 1, ,. , I I I I I I � - I I , I I I MISC. METALS - METALS FOR INTERIOR DECOR I I 1, . . .11 � - 13: . A re. � . I I � I I � - I I . , I � � I 11 � . .. � � . I I 1 29. RIGID CONDUIT OR IMC CONDUIT IS REQUIRED AT ALL CONDUIT . ts ch': - . � I I - I I �, . I . I I I . -- I I IN SLABS. I U) I I I I I I I 1, I I . . 1. . I . I SOURCE: HALEY CONSTRUCTION, CONTACT: DAN HALEY PHONE: 1-800-324-6116. . I . 10 I I I . I I- . I I I � . I I .1 I ROUND POSTS . .� . . � I I ., ) I I - CERAMIC TILE�,SCHEDULE I- � I 11 I PLASTIC LAMINATE SCHEDULE I 1 30. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL - � 2 N4. 9225 , , .� I I . . � HALL NOT BE PLACED IN STRUCTURAL CONCRETE GILAR09 � . I I � - � I . THICKNESS S Ez . � � �l 11 � I � . I I . / - I \ I I GENERAL: I ' I . U. -1�21 11 v I I � I 11 I I � . I I � . I— ILED, SEE MECHANICAL AND/OR � I ..�' '. I L I � I I . � � I � I I I � I � GENERAL NOTES: I I I ALL PLASTIC LAMINATE MANUFACTURED 13Y RALPH � I I . .... .., I . I � I I . . I I I � \ , I . . I (WILSONAR' ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, I � - . '. - . I I � SPEC 8* MINIMUM, 107 MAXIMUM DIAMETER, 10' LONG BRIGHT SOUTHERN YELLOW � I . I . � "', WILSON PLASTICS CO., I . ACCESSORIES, ETC. � I 1* 'r I ojz 11 I incs: I . I I 1 C6 '.. I I. I I 11 11 .I I I - . I . I PINE BuTT,.PoLES, UNTREATED, DRIED, AND DEBARKED. I I . I I I I 1 . I 1. , � CERAMIC TILE MANUFACTURED 'BY DAL-TILE I PLACE, HIALEAH, FL 33014. PHONE: 1-800-432-6057 � . �' I . I I ................. . ......................I....... ........... ....*****"**'**.... I I 11 .1. I I I � . I �I I � I I I I. , I I � I I I � I I CORPORATION, 7834 HAWN FREEWAY, DALLAS, . I � OR NEVAMAR CORPORATION, 8339 TELEGRAPH ROAD, 31. HOT WATER TEMPERATURE AT ALL SINKS IS TO BE ADJUSTED SO uj � ... ..... " I I � .. I., I I SOURCE: � GULF� MILLWORK AN�D FIXTURE OF TAMPA, FL., INC. .PHONE (813) 248-5197 .1. .� I I I I I I I � � - �l � I I - I I TX 75217. PHONE.'(214)398-1411, CONTACT: - � ODENTON, MARYLAND 21113. PHONE: 1-800-638-4380. 1 AS NOT TO EXCEED 120 ,DEGREES FAHRENHEIT. I -- �_ . I � I .1 -1 I I . I I� � I I . I OR (BOO) 927-4565. CONTACT: CAROL MYERS, SALES. � . � I � I Id . DAVE ADAMS. I ), I . 0 . 1 � _ " , I � I I I I I / I I I . ll,� I . 32. PROVIDE .RODENT PROOF WEATHbSTRIPPING AT THE 130TTOM OF - , . . 4m 1 �I 11 � . . . I I . I-, . 1 . . � I I I I . . . . I � I . I I )�I I I I COLOR SELECTIONS: I I ALL EXTERIOR DOORS. � . . I I z . I I I * A, I I .1 I ' I . � I " I . I I . to Lo., I I I CEIPT, EACH MUST BE WASHED DOWN WITH A MIX OF BLEACH . . . - . I I I I � � I I I I I I I � 11 I - � � � I ��l . I � I I � � I � I ." . I I I : - . to I I I I . I I . I , , . 0� U- I r, I . 1 I I I I . 1 � � I I I I 11 . -1 SERVICE BAR CASHIER 33. LL MOP SINKS. I . I � .j , uj , C14 � �I � I 11. I .. I USH. AFTER WASHING. EACH WILL - � I. 11 I I I� . I I � � � � � I I � j 1. . I I I . I � I . I � PL -13 . � . , _ . I Q M v- �cn � . 0 1 REQUIRE THOROUGH SANDING. , USE A 1/27 GRINDER/SANDER WITH 60 GRIT DISCS ON � I . .1 I I ,. � I � I I I � WILSONART WINDSOR MAHOGANY 7039 134. S WILL BE , < I - 11 I I .: � � I I � I P & PAPER TOWEL DISPENSER - I I .-,t.:: � L I I I 11 I I � I I I I I . I I I I � l � � I - l � I I 0 , .. I I - -I q . A 9" WHEEL SAND EXTENSIVELY, BEING CAREFUL TO REMOVE ALL SPLINTERS, ROUGH I � � . . - . 11 I � 1 . . . I 11 L � I . I I � I I I I I I I . � PL-2 WOMEN'S RESTROOM '1� � I I PROVIDED BY RED LOBSTER AT ALL EMPLOYEE RESTROOMS, KITCHEN, I= � M I , 9 ,� I I - � . SURFACES AND ,AREAS THAT CANNOT EASILY CLEAN UP WITH A PALM SANDER. - , I � . I . .L I I L I I I I � LLEY HAND SINKS. VERIFY EXACT LOCATION WITH . w - I -b .1 . I I �. . I � I � I I 11 . I I I I I I I � - I I 0 I I ".. tu � � !� I . 11 I � 11 I . - I . L 1. I � 11 COLOR SELECTIONS: I I I . . R-1-2T � . I RED LOBSTER IF NOT SPECIFICALLY LOCATED WITHIN. SURFACE I 0 a - . I . I I I . " I � I I I . . I I � - , I I I I I -- � I .X .. d I . � u') : I I � I I I � I � I I � MOUNTED � I z � m , 0 ' a 4) . il 0 1 . I I I I I 1 .5 � 11 . .1 � I 11 to I I INSTALLATION: .WHEN ON SITE AND CHOOSING POLES FOR PLACEMENT, SELECT TWO I � 11 I I I I � I . I . I I I � PL-3 MEN'S RESTROOM SOAP DISPENSERS BY OWNERS 'AGENT. � t 0 .6-j I a . I I I- I . I . I I I . I I - . I I I . I � . " I � , � CC , 0 � s. �, 1 C14 - I I � I, � I I I . " I I I -3-3T . I I I I� p w I 0 $4 . A cc It I I THAT LOOK VERY SIMILAR.' I.E. FLANKING THE SIDES OF THE ENTRY TO THE RED ,ROOM. CT-Al DAL-TILE 4-1/4" X' 4-1/47 x 1(4 1 CH BLUE MR � �NOT USED ) I � 14 �, - "o. 0 .10 I 0 1 1 1 b P� � I I I . I � I I . I I - C OR' I I I I , I I � 1 1- 35. � I I i, I I I I I ICD ......�...............I..............�.......I............................... -, I 1�1\ .1 , to I I OLES, MEASURE AND CAREFULLY CUT SQUARELY, AS THEY DO NOT GET � I L � I - L I � � I . I I . I I -11 SEMI-GLOSS GLAZED WALL TILE: 0 . I I " I I '' . I I � I I I I � I . I I I �,ll� I- I I - I .. I ,� co - - I . I I I I L .D-100, (WHITE). TILE TO BE THINSET . I I . I I I - � " I 1: I "I I . 1 it v- ANY TRIM RINGS OR OTHER MEANS OF CONCEALING A ROUGH EDGE. I I . I I . . �� I I I I I I I I I I I I i � I ( I I . � I I � . � , 11-1 . ,1. . � I .. I . I I ' � I . I � I 11 I I I � � I 11 I I L . I I APPLIED WITH SUMMITVILLE S-763 MORTAR . I I .11 I I I I .1 I . I 11 11 i, � I I "I I � I I � I 11 1. . � I I 11 I � 0-d- 0 1 1 ' I I . I I I . - I - 1. . . I I I . . � AND S-687 GROUT: COLOR #912 (WHITE). , . I I � I I .I I � I . . 36. RACTOR IS T BAR OR � I",-If I 11 I I,, 1. I 1 . I I �11 3:: � I I � I I I � I I I I � I I I I I . I . - I I . I I � 1 7 , I ., 11 . � � , , M FINISH: AFTER INSTALLED, STAIN IN PLACE WITH A MIX OF 70% MINWAX IPSWICH I . I I I I .1 I � I I I � . I I � . I I I I �. I I I I I I . I I I � It I .1, 11 1 -#241-21 RED MAHOGANY. W � I I I I I 1. I I I � I . . I I I � I I REINFORCEMENT -IS PRESENT PRIOR TO CORE DRILLING OR , - ' 11 - I , I � , I ��I I I I I � .� . PINE #221 AND 30% BENJAMIN MOORE PENETRATING STAIN IPE � 1. � I I I I . I I I I . �l � I .- I . I . I I . I . � I . � I . I it I PLACING BOLTS OR ANY OTHER ITEM 'WHICH COULD DISTURB - 1. - . � 1. I X��t I I 11 I I I .. I I E OFF AS NECESSARY. TEST ON SCRAP PIECES. WHEN DRY, APPLY. - I I . 1, I . I I . I 11 11 .1 . I . I I I . I I . I . � I I I I I . . � 'I', I , ,� I w .. � � ON, LET SET, WIP I I I 1. � . I I 11 � I � I I I . I � I 11 I � I I I I I . - - 1-- i I I 11 I I THE STRUCTURAL SLAB. 11 I - .1. I . I 1'�, I L I I � w I (BY BRUSH) 3 COATS TOTAL OF BENJAMIN MOORE LOW LUSTRE #435 BENWOOD . I I I I I L I I I - I - . I - I I I I I I � I . I I ,, � I � � I A ' I 1 � � I I I . I I , . . , � I � I . . . I I I L - 1 . I I ''I � I . - 8 m ,� , � I I I. , I I� I'll,11 I I . I � . I 11 I - . . � . 11 I I I . I � . � I I I I . . 1 I � I . I � . 37. ALL BIDDING AND CONSTRUCTION IS ADMINISTERED BY GENERAL �, � I I I 11 I 11 �l I . �. �I 1. I I I I I dcm I 1 1 1 1 t� I I I = uj �_ 11 I m I I V) -< � " . POLYURETHANE FINISH. SAND BETWEEN COATS. AFTER FINAL COAT IS DRY AND � , I I I I I . I I I I . I I . I � . . I I I . . I L ' ' I I - . I I . . I � � � I ' 'I" . I I � . I . I I I I I I I I � I %OR �1. I I � I . . � ' 'I ,-Z � . I I I � I I 11 .� � � . I I � � I I 11 . I . I . I � I I ; . I MILLS RESTAURANTS, CONSTRUCTION DEPT. ARCHITECT At � I I I � I I,- � I "" . .11 I . SET (AND SMOOTH TO .THE TOUCH), RUB DOWN WITH FINE STEEL WOOL AND WIPE I � I 1� I I I I � .1 I - I I � . I . I I I - I � I - - . I � I I I . I I . I I I . - I I I I I '_L 11 OF-t . , � I I , -_ , I I SHEET ", , I . .� 8 !:� I � 11 . � I I . - I . I . 11 I � . � I I I I . I I I I � . � I . I I I I � I I I I I T BE CONTACTED 'DIRECT I LY WITH UT"_ , 1 "'I ) � I .......................................................................... I � . _j I I UGHTLY WITH MINERAL SPIRITS. . � I � � I� I I I . . � I � I 11 � I I I I I I I I I . . � I � I 11 1 .� I I � � � -, I � I � �. I � � I 11--- �111 I .. � . I I�- . ,. ' 'I � I I , 0- m I I I I I I . � .1 I I � I I � � � I I I I I _�MISSION FROM GENERAL MILLS. . . . , - I I I I . - . . � � I I I I 1, I . I I . �PE I L � L , , I I I , ,, I . . I I . - I "I I � I - I� I I , . � ,� � � I I 11 I I I �� , 1 . I . . � L , I I I 1:1 , I - I L � I I I I L 11 I I 11 � � . I I 11 .11 I � . � . I I 1 . � � 11 I "'it,_ I I I%- � I ll�. I _1 It I I .. , � 1. "I, �. I 1 ), "�� � -_" ;� L� -""* " - I I I _, .� I, �. I � I— I I I �l 11 . 1 -1 � � . , , I I" I I ", � � 1� . I � 11 I � I I . �: I 11 I I . �� 1, I � I I I I . I I . I 11 � I .1 I I . I I I . . I � ., 11 I - I I "� _ , � i.� �. . Ll - j� A � I " 1. 1� �,:,: :1 - I L 11 I I .�', I I I )t , � .1 I I I I ; . I .� � 1 � - I I � ...o� . I , I I .� I - ,__:�.,`�`_--,:-,I � I _. I- L I ,, 1- _� -: � 1�, 5 �_�2;�:!.�; ��_z _ -.__. ..... ._ - 1 � , I . , I I I I � � , ,4 d I � I 11 I 1, I . I . 1� I I � � �. I . " � 1. �" �1, - 11 I . '� v, I - _ ; I - i .1 . � " � 11 I I � , , I I t . I � I � I I I � - I I 1 . I I I . I - I I I � I I � , . -1, 1-11 I I �. I I t � . . . 11 I 11 I— " i-I - . , .- _ - - - 11 I '.I I I I I 4 � I � I I . � � . I I I I 11 I I I L I I I I I I - -_ � I_, .. 7 L I � I _ 1,I ,, ,- --- I - 1-1 -_ .1 11 . I I . I . 1. . I I I L I I � I 11 I "I I... I .- I I- 1.11 I � L 1, - I I I I � I � -� , I I I . � I I I --_ 1, � I I 11 - I L� I . I � _- �___ I 1, 11 �t -, - � .: 11 I ,t. � I - - 1. t ,t � 1 , - --- 11 11 1. , I � - - , �., � I � - , I I � I 1 I 11 I I L. " � I I � I —_ ___ - ---,.,-'' ., � . - I - I - I Q KITCHEN/SERV. AREA - & ENTRY TILE SCHED. RESTROOM TILE SCHEDULE uj F-10 AMERICAN GLEAN 6' x 6" x 1 2' QUARRY G . C� TILE. COLOR #Q06 (FAWN GRAYS THINSET GENERAL NOTES: E3 6 USING CUSTOM BLDG. PROD. TILE-SET ^ cn ° A1A.07 ¢ WOMEN' W. c� c� MORTAR, GROUT WITH POLYBLEND SANDED 1. THESE TILES USED WITHIN BOTH PUBLIC RESTROOMS ONLY. ALL TILE TO BE THINSET. o 0 6 AlA 06 ROOM .�, c� c� o TILE GROUT, COLOR #9 (NATURAL GRAY). ;�—y.. ¢ m � � APPROVED EQUAL: UNIVERSAL QUARRY TILE 1'-0 . 114 n m m 6 x 6 DAWN GRAY BLEND ADAIRSVILLE, GA 2. ALL CERAMIC TILE MANUFACTURED BY I ¢� ¢ MEN'S ° 6 4 0 "d PHONE: (404) 773-7726 AMERICPHONE: 1�00-548-4060 LEAN TILE CO. NEB L55 PA. 19446 g e 2 5 A1A.05 ROOM 5 5 '� -1 AMERICAN OLEAN 6" x 6" x 1 2" QUARRY :ml 5 113 o Co r- F 0 / Q - TILE, COLOR #006 (FAWN GRAY) WITH J ` 3 O ,� DOUBLE ABRASIVE GRAIN. THINSET USING COLOR SELECTIONS: ` CUSTOM BLDG. PROD. TILE-SET MORTAR, _ $ co u N r1 ' �S moo~ 1 0 ° s� o h`�' ' GROUT, WITH .POLYBLEND SANDED TILE CT-W1 AMERICAN GLEAN 4" x 4" / I GROUT, COLOR 19 (NATURAL GRAY). COLOR: 47 BRITE WHITE ,0 1 es Q ° 2 / o ~• ``' APPROVED EQUAL' UNIVERSAL QUARRY TILE GROUT: A.O. WHITE. 1 / 6 X 6 DOUBLE ABRASIVE COVE: TRIAD A. 0. 10 21 / 22 ` ® \0% 10 ¢ / LLJ DAWN GREY BLEND MEN / VESTIBULE WIDME / ADIRSVILLE, GA (404) 773-7726 CT-F1 TRIAD AMERICAN OLEAN 8" x 8" 2 COLOR: ATHENS GREY 0 * GROUT: A.O. NANTUCKET W/ SEALER ADDITIVE ' 3 Z AMERICAN GLEAN 6• x 6" x 1 2 QUARRY TILE, COLOR #Q06 (FAWN GRAYS WITH COVE: TRIAD A. 0. DOUBLE ABRASIVE GRAIN. SLOPE TO DRAIN AS INDICATED ON FLOOR FINISH 6 9 6 1 1 PLAN. SET IN MORTAR BED WITH CUSTOM BLDG. PROD. CUSTOM-CRETE/CRETE-MIX, 3 -�- U GROUT WITH POLYBLEND SANDED TILE GROUT, 3 . 3W .0 � COLOR #9 (NATURAL GRAY). 1 a w C!1 NOTE: SEE SHT. A-10 FOR LOCATIONS ,,� o _ 1 U Z E-4 � �' EMPLOYEE TOILET PLANAlA .02PUBLIC TOILET PLAN U ©' � � AlA .01 . _ , zww � SCALE: 1/4 =1 -0" SCALE. 1/4 - 1 -(r (� Ix Q � O F- G4 a o � — o E w • ■ � E- ZZo VINYL WALLCOVERING RESTROOM ACCESSORIES owox GENERAL NOTES: ¢ z c� c� a GENERAL: , VINYL WALLCOVERING MANUFACTURED BY MDC WALLCOVERINGS SEE DETAIL A1A.09 FOR ' TYPICAL MOUNTING HEIGHTS. TRIM TYP i i ............................................ ............ ............... 1200 ARTHUR AVENUE, I B o o T . ELK GROVE (CHICAGO) ILLINOIS SEE A15.03 I I 60007. SOUTHEASTERN REGIONAL 1-800-345-6085, G GRAB BAR: BOBRICK #B-6206 x 48 STAINLESS i REP: VICKIE MCCONATHY - ORLANDO STEEL, SATIN FINISH. i �j VINYL WALL COVERING VINYL WC ' a x z a SELECTIONS 2. SANITARY NAPKIN DISPOSAL: BOBRICK #B-270 PLATE GLASS MIRROR ? I N z B E f; WC-1 PUBLIC RESTROOMS O STAINLESS STEEL, SATIN FINISH. GYP. BOARD BULKHEAD ® OVERHEAD BRACED i a PATTERN: #BL-1004 L7'-Cr A.F.F. FINISH W/ VWCI e z z W N z F PLATT. LAM. TOILET . 3O. SURFACE MOUNTED DOUBLE ROLL TOILET TISSUE COMP. PARTITIONS A A � o o v W w C DISPENSER: BOBRICK #B-284 ALUMINUM, SATIN ------- i t= x FINISH. O4. SANITARY NAPKIN DISPENSER: HOSPITAL SPECIALTIES #8-H. CONTACT H&C SALES, 7 ' o ST. LOUIS MO. (314) 432-8188. / / PLUMBING FIXTURES �� SEE PLUMB. DWGS. I I ! o x o `� W r " I i U O SEMI-RECESSED PAPER TOWEL DISPENSER & E o o A o E WASTE RECEPTACLE: BOBRICK B-3966, z Qi z 5 CT-W 1 } STAINLESS STEEL, SATIN FINIS H C i I 3 E I I I Q w e s 2 GRAB BARS PER � a 0 0 0 4 H.C. TOILET COMP. i I i=' °d 6U SURFACE MOUNTED SOAP DISPENSER: PROVIDED Irw- a A0 * -- & INSTALLED BY RED LOBSTER. �� �— CERAMIC WALL AND I t A `` B W I ' ti 2 2 W 2 o w � 7. 1/4" CLEAR MIRROR, FULL WIDTH & HEIGHT FLOOR TILE - SEE I Q o O OF WALL ABOVE COUNTER. 1'-7� MAX. RESTROOM TILE SCH. COVE BASE o c a 8 CERAMIC TILE FOR TYPES W W A i? O SURFACE MOUNT-ED DOUBLE ROLL TOILET COVE BASE RIM HT. o x 0. r- B TISSUE DISPENSER: BOBRICK #B-2994, WALL CT-F1 W/ S.S. SHELF AND ASHTRAY BRACED PL SCREENSURFACLAM. ( x o a O PROVIDED E& INSTALLED ABYRREDWLOBSTER.NSER: o o MOUNTED W i 10 STAINLESS STEEL FRAMED TILT MIRROR: �- � 3 z BOBRICK #B-293/1830. I3 TYPICAL RESTROOM ELEVATIONAlA .04RESTROOM TILE ISOMETRIC o a o AlA .03 0 0 W m o N : SCALE: 1/4 = 1,-IT NO SCALE '" a ��' h N I t z x o �i o a c` ............................................ ......... .... . ...... cn 1/4" PLATE GLASS MIRROR (� O (.� FULL WIDTH OF WALL = < (n PLAS. LAM. ON 3 4" FOR WALL CONSTRUCTION / SEE FLOOR PLYWOOD COUNTERTOP, `�� PLAN(SHEET A-2) V SIDE & BACKSPLASH, & �— W = Q APRON - CAULK ALL `�� - N PAPER TOWEL NAPKIN TILTED-PLATE PAPER TOWEL JOINTS 2X6 WOOD BLOCKING V) f DISPENSER DISPENSER GLASS MIRROR DISPENSER/WASTE RECEPTACLE IN WALL FOR � O ANCHORAGE (� 2X4 WOOD BLOCKING AT (V PERIMETER OF COUNTER N z M SELF RIMMING LAV. m Q w ' SEE PLUMBING DWGS. (n t 0 p p a < N CERAMIC TILE ON 5/8" WRAP WATER & + _� \ o NAPKIN/ o w PLAS. LAM. COLORS MOISTURE RESISTANT DRAIN PIPES WITH ~ Z t = TAMPON J o O = Q °o a ° ° DISPOSAL o MENS - PL-3 GYP. BD. PIPE INSULATION ►- o o w WOMENS - PL-2 W O = o o = ] ❑ IM N 2 d Q) `tD 00 U I is �n M Z o Q NOTE: SEE DRAWING A-19 ZD o �? FOR GENERAL MILLWORK �'i - NOTES a NOTE: PAINT ALL NON-LAMINATED SURFACES WHITE. TYP. MOUNTING HEIGHTS AlA.06 VANITY DETAILA1A.05 • SCALE: 1/4" = 1'-0" SCALE: 1 = V-0" u j 0 1/4" PLATE GLASS MIRROR FULL WIDTH OF WALL Z - V-10 1/4" 3/ IF I 4 _ 0 FOR WALL CONSTRUCTION PLAS. LAM. ON 3/4" _ SEE FLOOR �Eu IrPC PLYWOOD COUNTERTOP, _t � PLAN (SHEET A-2) Q 1k SIDE & BACKSPLASH, & _ APRON CAULK ALL JOINTS 2X6 WOOD BLOCKING. tli.S IN WALL FOR W �, GAt�Xo� ANCHORAGE o l PLAS. LAM. ON 3/4" ° PLYWOOD DOOR W/ rN HETTICH ET-2045 HINGES SELF RIMMING LAV. I & NAT'L 8053-14 '- SEE PLUMBING DWGS. Q .......,.. l CABINET LOCK � .............................. ........... .... - 2X4 WOOD --� 3" BLOCKING AT WRAP WATER & a- ' - - - PERIMETER OF M PLAS. LAM. COLORS COUNTER DRAIN PIPES WITH MIENS - PL-3 PIPE INSULATION o WOMENS - PL-2 i` O 0 u- i n m w � N o O n NOTE: SEE DRAWING A-19 NOTE: PAINT ALL NON-LAMINATED b p rn FOR GENERAL MILLWORK SURFACES WHITE. •° " b \ NOTES c�. 'd, v w U tt Y W .. VANITY DETAILA' - 1 A AlA. 07 " W z SCALE: 1 = 1'-0' o � t SHEEP.:... �F. ... ............... ;