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HomeMy WebLinkAbout100 ARNOLD WAYm CI Ui EI ABBREVIATIONS A/C AIR CONDITIONING ACC. DR ACCESS DOOR ACOUS. ACOUSTICAL A.C.T. ACOUSTICAL CEILING TILE A.C.P. ACOUSTICAL CEILING PANEL A.D. AREA DRAIN ADDN ADDITION ADJ. ADJUSTABLE, ADJACENT A.F.F. ABOVE FINISH FLOOR AHU AIR HANDLING UNIT ALLOW. ALLOWANCE ALT. ALTERNATE ALUM. ALUMINUM ANCH. ANCHOR, ANCHORAGE APPROX. APPROXIMATE APT APARTMENT ARCH. ARCHITECTURAL ASPH. ASPHALT(IC) AUTO. AUTOMATIC -------------------------- BALC. BALCONY B.C. BRICK COURSE BD BOARD BIT. BITUMINOUS Bl nr RIII n1Nr BLKG BLOCKING BM BEAM B/ BOTTOM OF B.R. BED ROOM BRG BEARING BRK BRICK BRZ BRONZE BSMT BASEMENT BUR BUILT-UP ROOFING BVL BEVEL BVLD BEVELED -------------------------- CAB. CABINET C.B. CATCH BASIN CEM. CEMENT CEM. PLAS. CEMENT PLASTER C.F. CUBIC FOOT C.G. CORNER GUARD CIRC. CIRCUMFERENCE C CEN TERLINE C.J. CONTROL JOINT CKBD CHALKBOARD CLG CEILING C.L.L. CONTRACT LIMIT LINE CLO. CLOSET CLR CLEARANCE) CM. CENTIMETER(S) CMU CONCRETE MASONRY UNIT C.O. CLEANOUT COL. COLUMN CONC. CONCRETE CONE CONFERENCE CONSTR. CONSTRUCTION CONT. CONTINUOUS (CONTINUE) CONTR. CONTRACT(OR) CONV. CONVECTOR COORD. COORDINATE CORR. CORRIDOR CPR COPPER CPT CARPET C. COURSE(S) CSMT CASEMENT C. T. CERAMIC TILE CID COATED CTR CENTER C.U.H.- CABINET UNIT HEATER C.Y. CUBIC YARD -------------------------- DAT. DATUM DBL DOUBLE DEPT DEPARTMENT DET. DETAIL D.F. DRINKING FOUNTAIN DIAG. DIAGONAL DIAM.- DIAMETER DIFF. DIFFUSER DIM. DIMENSION DISP. DISPENSER DN DOWN DR DOvR DRN DRAIN D.W. DISHWASHER DWG DRAWING DWL DOWEL(S) -------------------------- E EAST EA. EACH E.F. EXHAUST FAN E.J. EXPANSION JOINT FL PI FVATIMI ELEC. ELECTRIC(AL) ELEV. ELEVATOR EMERG. EMERGENCY ENCL. ENCLOSURE ENTR. ENTRANCE E.P. ELECTRIC PANELBOARD EQ. EQUAL EQUIP. EQUIPMENT E.W.C. ELECTRIC WATER COOLER EXCAV. EXCAVATE(ION) EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR -------------------------- F.A. FIRE ALARM F.C. FIRE CODE F.D. FLOOR DRAIN FDN FOUNDATION F.DPR FIRE DAMPER F.E. FIRE EXTINGUISHER F.E.C. FIRE ESTING. CABINET F.F. FINISH FLOOR F.G. FLOAT GLASS F.H.C. FIRE HOSE CABINET F.H.S. FIRE HOSE STATION FIN FINISHED) FLASH. FLASHING FLR FLOOR F/ FACE OF F.R.C. FIRE RESISTANT COATING FRT FIRE -RETARDANT FSR FLEXIBLE SHEET ROOFING FT FEET, FOOT FIG FOOTING FURR. FURRED(ING) FUT. FUTURE -------------------------- GA. GAGE, GAUGE GALV GALVANIZED G.B. GRAB BAR GCMU GLAZED CONCRETE MASONRY UNITS GL. GLASS GMMU GLASS MESH MORTAR UNIT GMU GLASS MASONRY UNIT GRID GRADE GRND GROUND G.S.T. GLAZED STRUCTURAL TILE G.W.B. GYPSUM WALL BOARD GYP. GYPSUM ----- H.B. HOSE BIBB H.C. HOLLOW CORE H/C HANDICAPPED H.D. HEAVY DUTY HDR HEADER HDWD HARDWOOD HDWR HARDWARE HT HEIGHT H.M. HOLLOW METAL HORIZ. HORIZONTAL H.P. HIGH POINT HR HOUR(S) HTG HEATING HVAC HEATING, VENTILATION, AIR CONDITIONING H.W.H. HOT WATER HEATER I.D. INSIDE DIAMETER IG INSULATED GLASS INCL. INCLUDE INSUL. INSULATE(ION) INT. INTERIOR -------------------------- JAN. JANITOR J.C. JANITOR'S CLOSET J.F. JOINT FILLER JST JOIST JT JOINT -------------------------- K.D. KNOCK DOWN KIT. KITCHEN K.O. KNOCK OUT KPL. KICKPLATE -------------------------- LAB. LABORATORY LAM. LAMINATED LAM.G LAMINATED GLASS LAV. LAVATORY LB. POUNDS LBL LABEL L.F. LINEAR FEET L.G. LEAD GLASS LG. LARGE L.H. LEFT HAND LKR LOCKER(S) LNDG LANDING LNG LONG LOC. LOCATION L.P. LOW POINT L.S. LONG SPAN L.S.G. LAMINATED SAFETY GLASS LT LIGHT LTG LIGHTING LVR LOUVER -------------------------- M. METER MACH. MACHINE MAINT. MAINTENANCE MSRY MASONRY MATL MATERIAL MAX. MAXIMUM M.C. MEDICINE CABINET MDO MEDIUM DENSITY OVERLAY M/E MECHANICAL/ELECTRICAL MECH. MECHANICAL MED. MEDIUM MEMB. MEMBRANE MEZZ. MEZZANINE MFR MANUFACTURER M.H. MANHOLE MICRO. MICROWAVE MIN, MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MLDG MOLDING MM. MILLIMETER M.O. MASONRY OPENING MOD. MODULAR MON. MONUMENT (PROP. LINE MARKER) Mnv hen\/ABLE M.R. MOP RECEPTOR MTD MOUNTED MTL METAL MULL. MULLION -------------------------- N NORTH N/A NOT APPLICABLE NAT. NATURAL N.I.C. NOT IN CONTRACT NO- NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE -------------------------- O.A. OUTSIDE AIR O.C. ON CENTER OCCUR OCCUPANCY O.D. OUTSIDE DIAMETER OFF. OFFICE O.H. OPPOSITE HAND OHG OVERHANG OPNG OPENING OPP. OPPOSITE OPP. HD OPPOSITE HAND OZ. OUNCE -------------------------- P.A. PUBLIC ADDRESS PAR. PARALLEL P.B. PANIC BAR PBD PARTICLE BOARD P.C. PRECAST P.C.F. POUNDS PER CUBIC FOOT PERF. PERFORATED PERIM, PERIMETER PKG. PARKING E PLATE P.L. PROPERTY LINE PLAS. PLASTIC PLASTR PLASTER P.L.F. POUNDS PER LINEAL FOOT P.L.L. PROJECT LIMIT LINE PLv v16. PLUIVIBI vG PLYWD PLYWOOD PR PAIR PREFAB. PREFABRICATE PREFIN. PREFINISHED P.S.I. POUNDS PER SQUARE INCH P.S.F. POUNDS PER SQUARE FOOT PT POINT PTD PAINTED P.T.D. PAPER TOWEL DISPENSER P.T.D./D. PAPER TOWEL DISPENSER/ DISPOSAL PTN PARTITION P.T-R. PAPER TOWEL RECEPTACLE PVC POLYVINYLCHLORIDE PVMT PAVEMENT -------------------------- Q.T. QUARRY TILE -------------------------- R. RADIUS, RISER RAn, RAMATIMI PAnIATOR R.D. ROOF DRAIN REC. RECESSED REF. REFERENCE R.E.F. ROOF EXHAUST FAN REFR. REFRIGERATOR REG. REGISTER REINF. REINFORCED(ING) REM. REMOVE(ABLE) REQD REQUIRED RESIL. RESILIENT REV. REVISION, REVISED RFG ROOFING RFL. REFLECTED R.H. RIGHT HAND R.L. ROOF LEADER RLG RAILING RM ROOM R.O. ROUGH OPENING R.O.W. RIGHT OF WAY R.S. REDUCING STRIP RDWD REDWOOD R.W.L. - _--- -RAINWATERLEADER ----- S SOUTH S&P SHELF AND POLE SAN. SANITARY S.C. SOLID CORE SCHED. SCHEDULE S.C.T. STRUCTURAL CLAY TILE S.D. SOAP DISPENSER SECT. SECTION S.F. SQUARE FOOT S.H. SPRINKLER HEAD SHT SHEET SHWR SHOWER SUM. SIMILAR SLGL. SLIDING GLASS SM. SMALL S.N.D. SAN NAPKIN DISPENSER S.N.R. SAN NAPKIN RECEPTOR S.O.G. SLAB ON GRADE S.P. STAND PIPE SP. SPANDREL SPCR SPACER SPEC. SPECIFICATION SPKR SPEAKER SPL SPECIAL SQ. SQUARE S.S. STAINLESS STEEL SSK SERVICE SINK STA. STATION STD STANDARD STG SEATING STL STEEL STN STAIN STOR. STORAGE STRL STRUCTURAL STY STORY SUSP. SUSPENDED SYM. SYMMETRY(ICAL) SYS. -------------------------- SYSTEM T. TREAD I/ TOP OF T.B. TOWEL BAR T.C. TERRA COTTA TEL. TELEPHONE TEMP. TEMPORARY(ERATURE) TERR. TERRAllO T.G. TEMPERED GLASS T&G TONGUE AND GROVE THK THICK THRES. THRESHOLD T.I. TEMPERED INSULATION TKBD TACKBOARD T.P.D. TOILE I PAPER DISPENSER TPTN TOILET PARTITION TV TELEVISION TYP. -------------------------- TYPICAL U.C. UNDERCUT U/C UNDERCOUNTER UNIT. UNFINISHED U.O.N. UNLESS OTHERWISE NOTED UR. -------------------------- URNIAL VCT VINYL COMPOSITION TILE Wi , V.I F. Irrnlr•v m. nn n VLRIF I TIN 17ILLU V.B. VINYL BASE VENT. VENTILATION VERT. VERTICAL VEST. VESTIBULE VNR VENEER V.T. VINYL TILE V.T.R. VENT THROUGH ROOF V.W.C. VINYL WALL CONVERING VYL -------------------------- VINYL W WEST, WIDE W/ WITH W.C. WATER CLOSET WD WOOD WF WIDE FLANGE W.G. WIRE GLASS WHB. WHEEL BUMPER W.I. WROUGHT IRON WDW WINDOW W.L. WATER LEVEL /LINE W.M. WIRE MESH W/0 WITHOUT WP. WATERPROOF(ING) WPT WORKING POINT W.R. WATER REPELLENT WS WATERSTOP WSCT WAINSCOT WSTRP WEATHERSTRIP WT WEIGHT WTR WATER W.T,W_ WALL Tn WALL W.W.M. WELDED WIRE MESH 2 RYKARnl R ,r 14%0001 `� ROOM NAME AND NUMBER CLASSROOM 123 DEMOLITION NOTE (NUMBER DESIGNATION) O PARTMON TYPE ---� COLUMN DESIGNATION EXISTING NEW 1 WINDOW/LOUVER TYPE L - LOUDER (LETTER & NUMBER DESIGNATION) B - BORROWED LIGHT W1 L1 B1 DOOR NUMBER 12A3 TOILET ACCESSvRY NUivi113vER EXISTING DOOR NEW DOOR ELEVATION MARKER . Y DIMENSION DIMENSION ALA ALIGN WORKING (TO FACE) (TO CENTERLINE) POINT M.O. (MASONRY OPENING) DIMENSION = NOMINAL MASONRY DIMENSION PLUS ONE MORTAR JOINT (i.e. 4'-0" M.O. = 4'-0 3/8" ACTUAL OPENING DIMENSION) REVISION 1 DETAIL N0. 0 DETAIL REFERENCE DRAWING NO. NUMBER & LETTER DETAIL ON DRAWING TITLE FEFffeCE MAN08) SC&E DRAWING NO. WHERE KEYED TO SECTION LETTER BUILDING SECTION DRAWING NO. SECTION NUMBER.. WALL SECTION DRAWING NO. 1A ELEVATION N0. INTERIOR ELEVATION (ONE OR THE OTHER) A601 DRAWING NO. 2A DIRECTION INTERIOR ELEVATION 50 G�319APHIC�q s a ■ ■ ■ ■ EARTH 111EE1 I 1=1 I I=1 11=1 IIIIII�IIIII�IIIII�IIIII GRAVEL. ROUGH FINISH /�/�� COMN /f1C 1 G • a a• /I l-iAJ I —II`!—PLACE OR PRECAST C.M.U. GLAZED C.M.U. BRICK STEEL I c•nel r LG- JLALL SM. SCALE MED. SCALE LG. SCALE SM. SCALE GLASS BLOCK ❑�❑❑ WOOD ROUGH - CONTINUOUS ROUGH - NON -CONTINUOUS PARTICLE BD. W/ PLAS. LAM. FINISH PLYWD. PLYWD W/ PLAS. LAM. GYPSUM L. _ :. I(VSULATim E6�W BATT RIGID AACOUTIC S TILE ❑' I I � CARPET Ate FLOORNG CARPET RESILIENT TILE TILE WJ 51 DRAWNG SET 1 OF 2 - rnvcn C" lrr�- %_V VLrC nLC 1 AGO1 GENERAL INFORMATION LANDSCAPE DRAWINGS L201 SITE LAYOUT PLAN (SOUTH) L202 SITE LAYOUT PLAN (NORTH) L203 SITE LAYOUT PLAN ENLARGEMNT L204 SITE PLAN ALTERNATES L401 SITE IMPROVEMENTS DETAILS CIVIL DRAWINGS C101 SITE GRADING PLAN (SOUTH) CODE f FIRE SAFETY DRAWINGS R101 LOWER LEVEL - FIRE SAFETY PLAN & CODE DATA R102 MAIN LEVEL - FIRE SAFETY PLAN R103 UPPER LEVEL - FIRE SAFTEY PLAN ARCHITECTURAL DRAWINGS AD101A LOWER LEVEL DEMOLITION PLAN SECTION A AD101B LOWER LEVEL DEMOLITION PLAN SECTION B An•In)A r- / I vLn AAAIAI 1 CVrI nf.a111TI1�e1 �i IVIr111V LC VC.L DEMOLI 1I VIV -LAN SECTION ION A AD102B MAIN LEVEL DEMOLITION PLAN SECTION B AD103A UPPER LEVEL DEMOLITION PLAN SECTION A AD103B UPPER LEVEL DEMOLITION PLAN SECTION B A101A LOWER LEVEL FLOOR PLAN SECTION A A1018 LOWER LEVEL FLOOR PLAN SECTION B A101 C LOWER LEVEL FLOOR PLAN SECTION C A102A MAIN LEVEL FLOOR PLAN SECTION A A102B MAIN LEVEL FLOOR PLAN SECTION B A102C MAIN LEVEL FLOOR PLAN SECTION C A1n3A I IPPPP 1 P\/G'I M nnp DI Ant .CE- `TInn1 A _11 1,. -. r�-, t... 1 I LnIV JGV (IVIV H A103B UPPER LEVEL FLOOR PLAN SECTION B A103C UPPER LEVEL FLOOR PLAN SECTION C A104 ADMINISTRATION WING MAIN LEVEL SECTION A FLOOR PLAN, REFLECTED CEILING PLAN A105 ROOF PLAN A106 ROOF DETAILS A107 ROOF EDGE DETAILS A201 TOILET ROOM PLAN ENLARGEMENTS A202 LOCKER ROOM PLAN ENLARGEMENTS AND TYPICAL TOILET ROOM ELEVATIONS A203 ALTERNATES FOR TOILET ROOMS IN EXIST. BUILDING A204 ALTERNATES FOR MOVEABLE PARTITIONS A301 WALL & PARTITION TYPES & DETAILS A302 EXISTING WALL & PARTITION TYPES A303 EXPANSION JOINT DETAILS A304 PLAN DETAILS A401 EXTERIOR ELEVATIONS NORTH A402 EXTERIOR ELEVATIONS SOUTH A403 BUILDING SECTIONS & EXTERIOR ELEVATIONS WEST A404 BUILDING SECTIONS & EXTERIOR ELEVATIONS EAST A501 BUILDING SECTIONS A502 BUILDING SECTIONS - N & S CROSS SECTIONS A503 TYPICAL WALL SECTIONS A504 WALL SECTIONS - EXISTING BUILDING A505 IAIA1 I CCr Tnk[C YtInLL JL.%.i 1I VI VJ A506 WALL SECTIONS A507 WALL SECTIONS A508 WALL SECTIONS A509 WALL SECTIONS A600 CASEWORK TYPES, LEGEND & DETAILS A601A LOWER LEVEL EQUIPMENT PLAN SECTION A A601B LOWER LEVEL EQUIPMENT PLAN SECTION B A601C LOWER LEVEL EQUIPMENT PLAN SECTION C A602A MAIN LEVEL EQUIPMENT PLAN SECTION A A602B MAIN LEVEL EQUIPMENT PLAN SECTION B A602C MAIN LEVEL EQUIPMENT PLAN SECTION C A603A UPPER LEVEL EQUIPMENT PLAN SECTION A A603B UPPER LEVEL EQUIPMENT PLAN SECTION B A603C UPPER LEVEL EQUIPMENT PLAN SECTION C A604 PLAN ENLARGEMENTS AT TYPICAL EXISTING CLASSROOM SCIENCE CLASSROOM & INTERIOR ELEVATIONS A605 PLAN ENLARGEMENTS AT TYPICAL NEW CLASSROOM SCIENCE CLASSROOM & INTERIOR ELEVATIONS A606 INTERIOR ELEVATIONS AT GYMNASIUM AFn7 vvi Int T1-otno ct ry n M" I' • a -r r.—W � . `-. IIVILr\Ivl� ELCvtiIIVIVJ AI bTMIVAJIUM A608 INTERIOR ELEVATIONS AT AUDITORIUM A609 INTERIOR ELEVATIONS AT AUDITORUIM & AUDITORIUM LOBBY A701A LOWER LEVEL REFLECTED CEILING PLAN SECTION A A701B LOWER LEVEL REFLECTED CEILING PLAN SECTION B A701 C LOWER LEVEL REFLECTED CEILING PLAN SECTION C A702A MIDDLE LEVEL REFLECTED CEILING PLAN SECTION A A702B MIDDLE LEVEL REFLECTED CEILING PLAN SECTION B A702C MIDDLE LEVEL REFLECTED CEILING PLAN SECTION C A703A UPPER LEVEL REFLECTED CEILING PLAN A A 7f)-KO �Iv./u _SE_CTIO_N 1 it PER I EVE -r• nI1 r` D —rnING VrrC.rC LCVLL r-\r-r LI.ILU Ur-ILI1VCi F'LAIV JtUIIUN U A703C UPPER LEVEL REFLECTED CEILING PLAN SECTION C A704 CEILING DETAILS A705 CEILING DETAILS A706 PENETRATION DETAILS A801 STAIR & ELEVATOR DETAILS A901 WINDOW TYPES AND DETAILS A902 STOREFRONT ELEVATIONS AND DOOR DETAILS A903 DOOR AND FRAME TYPES AND BORROWED LIGHT FRAMES A904 DOOR SCHEDULE LOWER LEVEL A905 DOOR SCHEDULE MAIN LEVEL A906 DOOR SCHEDULE UPPER LEVEL A907 DOOR DETAILS K101 KITCHEN COOLER & FREEZER PLANS & DETAILS GENERAL NOTES HARDWARE NOTES: 1. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING LOCKSETS OR LATCHSETS AND CLOSERS. 2. ALL DOORS LEADING TO HAZARDOUS SPACES SHALL HAVE TACTILE WARNING. 3. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES. 4. ALL DOORS FRONTING CORRIDORS (EXCEPT HAZARDOUS AREAS AND STAIRS) SHALL HAVE 20 MINUTE DOORS, FRAMES AND HARDWARE. 5. DOOR HARDWARE ACCESSIBLE TO PERSONS WITH DISABILITIES SHALL BE PROVIDED TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS. 6. (NOT USED) 7. HAZARDOUS AREAS MAY INCLUDE: CUSTODIAN SPACES, SHOPS, STORAGE, BOILER ROOMS, TRASH ROOMS, BASEMENT, FINISHING ROOMS, MECHANICAL ROOMS, LABS AND PREP ROOMS, ELECTRICAL TRANSFORMER VAULTS, AND HIGH SCHOOL ART ROOMS. DOOR OPERATIONAL HARDWARE TO STUDENT SPACES DOES NOT REQUIRE TACTILE WARNINGS, 8. THE CONTRACTOR SHALL INSURE THAT 1 THROUGH 6 ARE IMPLEMENTED IN THE BUILDING. ACCESSIBILITY NOTE: 1. ALL PROGRAMS ARE ACCESSIBLE TO PERSONS WITH DISABILITIES, ALL ROOMS USED BY PERSONS WITH DISABILITIES HAVE ACCESSIBLE WORK STATIONS, ALL LABS AND SHOPS USED BY PERSONS WITH DISABILITIES HAVE ACCESSIBLE EYE AND BODY WASH, SINKS FOR PERSONS WITH DISABILITIES HAVE PIPE PROTECTION, ALL ACCESSORIES ARE MOUNTED 54 INCHES MAXIMUM FOR SIDE APPROACH OR 48 INCHES MAXIMUM FOR FRONT APPROACH, THE ACCESSIBLE ELEMENTS ARE SIGNED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND THE ACCESSIBLE ROUTE HAS 36 INCH CLEARANCE THROUGHOUT (32 INCH CLEARANCE FOR DOORWAYS). ALL ITEMS SHALL COMPLY WITH SECTION 504, REHABILITATION ACT 1973. 5 1 I INTERIOR FINISH DRAWINGS D101 A LOWER LEVEL FINISH PLANS SECTION A D101 B LOWER LEVEL FINISH PLANS SECTION B D101 C LOWER LEVEL FINISH PLANS SECTION C D102A MAW LEVEL FINISH PLANS SECTION A D102B MAIN LEVEL FINISH PLANS SECTION B D102C MAIN LEVEL FINISH PLANS SECTION C D103A UPPER LEVEL FINISH PLANS SECTION A D103B UPPER LEVEL FINISH PLANS SECTION B D103C UPPER LEVEL FINISH PLANS SECTION C STRUCTURAL DRAWINGS S101 A FOUNDATION PLAN SECTION A S101 B FOUNDATION PLAN SECTION 8 S101 C FOUNDATION PLAN SECTION C S102B MAIN LEVEL FLOOR FRAMING SECTION B S102C MAIN LEVEL FLOOR FRAMING SECTION C S103B UPPER LEVEL FLOOR FRAMING SECTION B S103C UPPER LEVEL FLOOR FRAMING SECTION C S104 FOUNDATION PLAN & ROOF FRAMING PLAN - ADMINISTRATION S105A ROOF FRAMING PLAN SECTION A S105B ROOF FRAMING PLAN SECTION B S105C ROOF FRAMING PLAN SECTION C S201 FOUNDATION DETAILS S202 FOUNDATION DETAILS S203 FOUNDATION DETAILS S301 FRAMING DETAILS S302 FRAMING DETAILS S303 FRAMING DETAILS S304 FRAMING DETAILS S401 COLUMN SCHEDULE S402 COLUMN SCHEDUL E & RRArmr. nETAILS S403 GENERAL NOTE`. DRAWING SET 2 OF 2 FIRE PROTECTION DRAWINGS FP101A LOWER LEVEL FIRE PROTECTION PLAN SECTION A FP101 B LOWER LEVEL FIRE PROTECTION PLAN SECTION B FP101C MAIN LEVEL FIRE PROTECTION PLAN SECTION A FP102A LOWER LEVEL FIRE PROTECTION PLAN SECTION C FP102B MAIN LEVEL FIRE PROTECTION PLAN SECTION B FP102C. MAIN LEVEL FIRE PROTECTION PLAN SECTION C FP103A UPPER LEVEL FIRE PROTECTION PLAN SECTION A FP103B UPPER LEVEL FIRE PROTECTION PLAN SECTION B FP103C UPPER LEVEL FIRE PROTECTION PLAN SECTION C FP102D ADMINISTRATION WING FIRE PROTECTION PLAN MAIN LEVEL SECTION D FP301 DETAILS PLUMBING DRAWINGS DP101A LOWER LEVEL PILUMBING DEMOLITION PLAN SECTION A DP10113 LOWER LEVEL PLUMBING DEMOLITION PLAN SECTION B DP102A MAIN LEVEL PLUMBING DEMOLITION PLAN SECTION A DP102B MAIN LEVEL PLUMBING DEMOLITION PLAN SECTION B DP103A UPPER LEVEL PLUMBING DEMOLITION PLAN SECTION A DP103B UPPER LEVEL PLUMBING DEMOLITION PLAN SECTION B P101 A LOWER LEVEL PLUMBING PLAN SECTION A P101 B LOWER LEVEL PLUMBING PLAN SECTION B P 1 O1 C LOWER LEVEL PLUMBING PLAN SECTION C P102A MAIN LEVEL PLUMBING PLAN SECTION A P102B MAIN LEVEL PLUMBING PLAN SECTION B P102C MAIN LEVEL PLUMBING PLAN SECTION C P103A UPPER LEVEL PL.UMSING PLAN SECTION A P1038 UPPER LEVEL PLUMBING PLAN SECTION B P103C UPPER LEVEL PLUMBING PLAN SECTION C P104 ADMINISTRATION WING PLUMBING PLAN ECI VIVU-NIV LEVEL U P203 ALTERNATE FOR TOILET ROOMS IN EXIST. BUILDING - PLUMBING P301 DETAILS P401 SCHEDULES, NOTES AND LEGENDS P501 PLUMBING PARTIAL PLANS - WATER PIPING - LOWER LEVEL P502 PLUMBING PART. PLANS - WATER PIPING - MAIN & UPPER LEVELS MECHANICAL DRAWINGS DM101A LOWER LEVEL MECHANICAL DEMOLITION PLAN SECTION A DM101B LOWER LEVEL MECHANICAL DEMOLITION PLAN SECTION B DM102A MAIN LEVEL MECHANICAL DEMOLITION PLAN SECTION A nmIn2R NAAINI I PVPI hArf`IJAKIlf` AI DEMOLITION nt nnl car-^rl� --���. Ivl{-vllnlvlVr�L ULIvIVLI IIVIV r-L/-AIV JCtrIIVIN B DM103A UPPER LEVEL MECHANICAL DEMOLITION PLAN SECTION A DM103B UPPER LEVEL MECHANICAL DEMOLITION PLAN SECTION 8 M101A LOWER LEVEL MECHANICAL PLAN SECTION A M i 01 B 'LOWER LEVEL MECHANICAL PLAN SECTION B M101 C LOWER LEVEL MECHANICAL PLAN SECTION C M102A MAIN LEVEL MECHANICAL PLAN SECTION A M102B MAIN LEVEL MECHANICAL PLAN SECTION B M102C MAIN LEVEL MECHANICAL PLAN SECTION C M103A I IPPFP I FV/EI NAE(WANIICAL ®LAN SECTfnK1 A M103B UPPER LEVEL MECHANICAL PLAN SECTION B M103C UPPER LEVEL MECHANICAL PLAN SECTION C M104 ADMINISTRATION WING MECHANICAL PLAN MAIN LEVEL SECTION D M i 05 MECHANICAL ROOF PLAN M203 ALTERNATE FOR 'TOILET ROOMS IN EXIST. BUILDING - MECHANICAL M301 DETAILS M302 DETAILS M303 DETAILS M401 SCHEDULES, NOTES AND LEGENDS M402 SCHEDULES ELECTRICAL DRAWINGS ED101A LOWER LEVEL ELECTRICAL DEfv10L11PION PLAN SECTION A ED101B LOWER LEVEL ELECTRICAL DEMOLITION PLAN SECTION B ED102A MAIN LEVEL ELECTRICAL DEMOLITION PLAN SECTION A ED102B MAIN LEVEL ELECTRICAL DEMOLITION PLAN SECTION B ED103A UPPER LEVEL ELECTRICAL DEMOLITION PLAN SECTION A ED103B UPPER LEVEL ELECTRICAL DEMOLITION PLAN SECTION B EL101A LOWER LEVEL LIGHTING PLAN SECTION A EL1018 LOWER LEVEL LIGHTING PLAN SECTION 8 EL101C LOWER LEVEL LIGHTING PLAN SECTION C EL102A MAIN LEVEL LIGHTING PLAN SECTION A EL102B MAIN LEVEL LIGHTING PLAN SECTION B EL102C MAIN LEVEL LIGHTING PLAN SECTION C EL103A UPPER LEVEL LIGHTING PLAN SECTION A EL1038 UPPER LEVEL LIGHTING PLAN SECTION B EL103C UPPER LEVEL LIGHTING PLAN SECTION C EP101 A LOWER LEVEL POWER PLAN SECTION A EP101B LOWER LEVEL POWER PLAN SECTION B EP101C LOWER LEVEL POWER PLAN SECTION C EP102A MAIN LEVEL POWER PLAN SECTION A EP1028 MAIN LEVEL POWER PLAN SECTION B EP102C MAIN LEVEL POWER PLAN SECTION C EP103A UPPER LEVEL POWER PLAN SECTION A EP1038 UPPER LEVEL POWER PLAN SECTION B EP103C UPPER LEVEL POWER PLAN SECTION C ELP104 ADMINISTRATION WING ELECTRICAL LIGHTING & POWER PLAN MAIN LEVEL SECTION EP105A ROOF PLAN ELECTRICAL POWER SECTION A EP105B ROOF PLAN ELECTRICAL POWER SECTION 8 EP105C ROOF PLAN ELECTRICAL POWER SECTION C E301 DETAILS E302 DETAILS - DIMMING AND SOUND SYSTEMS E303 DETAILS AND EQUIPMENT SCHEDULES E401 LIGHT FIXTURE SCHEDULE & LEGEND E402 POWER RISER & DETAILS E403 PANELSOARD SCHEDULE SE-1 ELECTRICAL SITE UTILITY PLANS SE-2 ELECTRICAL - SITE LIGHTS, TRANSFORMER PAD & TRENCH DETAILS The S1 LAIM Collaborq f ative ■ Stocker ❑ Russell Loom Gibson Arnelil Von DOOR McManus k "P 80 GiAW)buy Bxkvard 281 F&m*4on Avenue Gkobtay Cmw do d 06=-4415 Sidon carge i�tw 0om Telephone 880 857-8077 Te1ea►aw 860 677-M Fox 8s0667-J 1 Fex8Wsn-W Additions &Renovations to TIMOTHY I �- FnWApn_c L am r W a s7 I[ iI/ V I MIDDLE SCHOOL 100 Arnold Way A-_.LL _ Af AAwo1 A aourn winusor, L I ubutq SDE Project No. 132-o66EA Key Plan � A6mber M/D/Y /spied For GENERAL INFORMATION Date 06109197 $cale N.T.S. 95040.00 Drawl" Motor AGOI )0 iti-- E 0 CI DI E / ,1 pre) I j l 1 2 3 4 _ 5 �.� ` `~• \ \ \\ `\ o 2 1+ ov ii / / \ PARKING LOT D AND RELATED IIiPROVEA�NTS \ X330.46 \ / '` X314.93 \ \ FOR ALTERNATE L-2 LIN X328.90 \ _ j Existing Tennis pourts I - ; - I� , { oN PLANTRIGS, SEE L.�, „� L. 310 �► z I J, / \ \ 3 7.2 O O O �C326.s'p' �-... ° O L 01 X323.40 J ® / I� / { O \\ T\ z New S er Field X o6 1� r °i \1 \` �z��� (75 YD / �� _ J o _ I ar i L401 i - S X 120 YDS) \ 1 � / X319. 1 j { X314.42 \ X313.71 .1 l 1 t X314.61 / l O 1 I 1 '- " 1 '- " /" 18--0 I ' ! X314.97 { \ \ - 24-aX 9.3 \ - \ X311.68_ \ (33.71 \\ 32 O �\ 1 / 2 1 l { \ ! 1 1 1 I , 33 .71 ` - ° ` \ a'I-a" h 1 35' 6" 1+ �\ 1 { ALTERNATE NO. L3 o \ / } X323.89 I ■ ` \�� 6 BIT. CONC. WALK nn { PARKNG LOT E MO . I \ - _ _ ----- 1'� J ■ , (WITH OR WI OUT ALTERNATE) IMPROVEMENTS. _ \ - I P N ENLARGEMENT { ON PLANUNM SEE L �\ O t X33 .45 ° O J f L401 I• 32'{ `\ �` X315. 4 L 2 0 { X315.42 I , _ I X330.19 / rj- O O6. ' �7�' BIT\GQNC. W / / 2\ r �i n n n n _c K� CC \ �� I 1 I I i■ BC 1 f TO EXiS�f G��.� / / � � 4 a � xai9169 s,� T � - � - � � 1 CURBLINE WITHOUT ALL L-2 IMPROVEMENTS j - X330.71 � I r✓ / ,. X .13 -- z 1 t ` Match Line l�o n z a / r ACCESSIBLE ROUTE 13 / 329. 3 X327g4 �l� C j \ Cli- Apo' E L/ ♦ ° o V (5' TRAPROCK PATH) 1L_ 4 / • 1 \ �? _ _ o _ " -. _ O o 33 .33 / ; \ _ _ 0 BIPG A� _ IT 1 P. 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Yi7, i 31 .12 7C333.13 i C • - / / \� ` X331.16 \` \` ' / \ \ / V 742 ` �I �` f _ O ~ ,i�/ 1 �R\, \ (" l r / 3C3 .97 / /J X3 .17 J///�J `` TC319.+ 6 320 6• \\ /\ `� // X315.80 EEDING / .,� , \\ ' S `i J / / i f ��C3�I Z 1` 8C/ic 32Q + +BC 320.20 A \ � \ ♦ i I r/ ,'` Z - �� �tifl I11IIInn/_ �\ (31 k a ' 9� 1 \ �\\ \ \� \ \ \.`� o X332.2 / �/ \/ \1` `\ /s} / V� ' uF , \ \ \ r r _`\ \ X313.o� \ r` X32834 s f �` ` \ \ 00 00�00Q 0 n 9 ♦ X320. la X313.45 Match Lire ` ,''! , r �° �O�o ♦ \ \ \ \\ c�, / o New \ ` ► �\ } / �` 1 _ _ ac'sma Construct�oiil.3s X333.19 y,' /`� // \��\\ ,`� /� r X 1,0 \f `- ` X321.6 rV�6 1.53 i ! \ _ �6. �7G71r1Ve 320.72 \` 1 1 R e a /Hg e i ,, S o c c e F i e t ' _ kin B _ i ��_ - X3 OS _ k_i ___, ' X320.69 �tirV 26 \ \ ° / (65 YDS X 1•00 YDS I �3 % 1 )� f� !• w 6� / / ' i !_T.` �.r....t Jl I %- T / A \\ V Sa} i O �' /yy� I 7 \ %vf vas v/ y % ��� /(INSTALL NEW SOCCER G07�L\POSTS) � �6� \ J /, Ex. LP \ - PROP. 32'99 HANDICAPPED RAMP / - _ / x321.75 �-y'1`L�6 'L '22' �\ I N lid j X 32.80 ,, rr `� / \1 L401 % ,, / / \ tl k a \\ 20 I * I I 1 _ ti6 b�x ` 1 ! 11" I I 24.7 X 1 �X321.31 ci ti'�fain X311.32 X321.97ntran e X331.15 ' \ % ^ S / / - \ / - / / ' �' �" / rL�p e ` , \ ,y 313.68 /�/ \ V/ , C, X329.05 \`�\ % ,' / / Ji�I7.23 / \ _ j y-/ tJr1''�, ,s� ` / �.� A 1 G ,n\ / �\ / ,' / f✓ 323.2 ' `\ ' X3 .72 �X319.55 1'�, 2 „� /� / - C_ w \ j yr vr,nvnvv //. ," / _ i » o I I(;AITC n� CRACIIAI! / o crrnrr rn \ / << \ / ri 7(330.21 �// �� x327 a/ 24',-0 / '' f ��� - -- "- \ ��a 10 ,♦e C o 6 HD CONC. PAD ♦ I / � �O F R' 17.8uTa. E o j �C331.52 t \`� \I /f/ �• / / d . / X31 `� 11 / ,vo. 2r _ 1 nl L401 OR DUMPSTERS / BINS / i J / / , / �t 1 v / ��. �nasit�n �Vw- EX. OIL & PROPANE FILLS CONC. 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X3 X315.17 \ 1.F.=301. \ _JJ15.89 !E I t / 20.93 / / / ,$ ! ` __- \ '3� 24 r � \ '• � / / \ ` % � � �0 ,�5 id � \ _ ` �.r•.. �'•L-�. _ � = _ _ ��\ � 1 '}` �'1t Lle f v�,r c� ��\� / / \/ �! _ _ 1 E.S k1H. i X�38.02 /! �y r i I 330 \ X324. % I I 1 - / �� / �v . 1 y / i . f ` ~` �` \� T L 36C 6 fa .. 1 • \ 302.34 \ /! 0T ' t \ \ �- �.� \ ITL 6 / (�� / g X310.37 _ \ �` ; �V - RAMP Q / - r - ! - /; 14 I �► ` - IORCI-IA,�c D IIFE G / L401 °' , / CONC. STAIRSro X321.06 1 / ! _ ti��'� /� \`� \ /01- / ! 31 / �00 vL401 2 `� X31032 I // J ` L401 BIT. WALK 7 / / x2Z.a3 0\ \ 1 ` /1 x331.61 0 S� CONC. k ` / \ \ `` 1 \,` \ � \ �_ � / \ \ L401 / / / / \ 10 6 O r X308.42 1 nc _ L401 X309.93 f X294.28 1� / PORTABLE _ � �` 3 ) ) 4' HT. CHAIN- L�tK-FE•A�CE �\ � , A �1�p�y� � / � / , �• 1 �, '� `� � �_ � 1 / \ ! I 3 ° r ' l 1 / ■ / / / i / / CLASSR00�10 ,�300.34 l \ L401 - \ I / X30909 / / / • -• \ ` \ \ 8.5 ` ° f / / / �C301.84 BUILDING �. j\ ` ' ~� `A t£ I r ) ��0\. 1 2 �' o / ° / TEMPORARY RELOCATION / � � \ A LE _ _ : �' � ( SEE DWG. PRA-1) 340 \ ` \ .�. 1�0 { l r !.1 \ ` \ R=224\ ° 11 L=401.3'�• t ` ) ) f / 0 x �' \ o v % - ° x3 .os / i / ,/ / / / VW-C2?r \ . • ■ �'�� \ cep 5 i' 0 / X300.41 30� I` / / J \. ~ \ \ ~ ^ ltl i \ X339.72 .\ \ DELTA=10� 3932 f \ \ ` \ \ l ! , .i ° ` 0425 •- A� y9� ` / / / ` ~ t L- 100 HT. H ENCE l _ \ \ 4' CHAIN LINK \ \ \ X3 \ 61 1 / 1 2 r / / /` 1Rf.RL� L40q L401 GRAVEL ACCESS DRIVE \ t \i tE / X303.14 /� r''i ,' ///X287.54 \ \ \ \ \ \ 1 1\ �� 22.6s i \ \• \ k I R65' ! / j 1Ra. \ �i,�. I ` \\ . x3oo.3s / �99,05 I \ \ \ X333.76 \ \ 7�4 \' \ I R70' ° 1 '�F \ / \ 4' HT. CHAIN LINK FENCE 340.5 \ \ ` I / / r 2' X301. 8� / \1 00 l� \ r ♦ O\ 1 / j� / !/ / % / / X?t84.16 '� LIt�41TS OF GRADING / RESEEDING ,(/ � \ `\ `\ �\_ � ( 5.6 I �J 5.5 II \ \ I / t • •� ly I I j�` / / : � X29 17` YSG,4f�E` I is d G£ ( f > A Lf /fig ` `� `\ \ \ \ \ � 1 - O � '^!•�I ' NR-S , ` � \ ' "�. `♦ � 'I %� / ' / i ' / I L401. .1 ' ! P E '\ "'4'� \ v" op 1 I •�� 1 ^,\ M / / X287.04 / X336.5�✓/// X/ / $ \ \ \ LIMITS O,F GRADING RESEEDING x3 .3 f , \ , ` X o6. a 1 F 1 j s . b r L.a r \ / / / / rr.-c9 - / FL.=ZA4.8 I t / I/ X323.18 / ' ' ` 1 \ I t ■ / / ' % ' / / / X284. o L 2 1 1 1 / / / ` / / / f x2so.7�/ 7, aPp j 00 - \ 1.75 _ +t■ r +•.fi■t , O O -- - O I ( 1 E r2' �PpcF \ tt rF s x3o ' / ! / /X`287.94 , � 1•--t� ` tttts.� , ! i \ I _ rF.-t i4' ' •-. ` �- I \ 4 HT. C AIN NVNK FENCE \ \ j Y 9 ' -� \� / / / � '$ r X322.84 H\ f - '/ ^ _ -- 38.17 I 1 \, \ „\ X293.15 � � `s4F��cI racy � 1 \ \ \ \ \ 1` l \ a.l � v _ f�` ~\ GHT �_-X�9•».69-�"=- f / �. • J / 'J / / / , \ �\- \ t ,C - \ x317.o7�'� / / / / / / / I / / ` ` ` ` \ ``r =q✓� ,` `. i { U r r 2 MAP 53, LOT 28 200 CL/IVTON DRIVE- N/F 4 S G. & CAROL H. DENNIS 1 �2 / S t I t t •� \ 1 sue!!' IS/ YAJ4 PROP. ONEH OF I J /.P.� 1 t \ �` ` f saL 1 ttr■It� 1 tail 1. sty t�� 1 �■■� i `1 r \ i / ■ r f f f / / / / % f / / 1 t R - _ ` \ 1 I 1 f \ ❑ / ❑ ---- ❑ --� _ 1 1 { - POP suNE °� \'\ \ \ \ 1-� f�ROP. LINE �F I `� / / / / l / x� Cn \ ! - - ❑ �` Ex. STDcx�vE FENCE - - - i _ _ - 5�5 2 E, 1 ) `_ ` f j - I i i r E� FENCE STS - ' ' / 1 RE�JNANT OF sT NE WALL i / f /15' SIDE YARD / / 91 ❑ \ \ ` I % REdyi/ '5 OF 71 FENCE i � t / i / / EX I.P. % 1 \ 1 \ \ 1 \ REMAINS' OF RAIL FENCE / - % ! i �L 305132 1 \ i ` _ _ / I 13J� 0 X3�8.37 1 X323.90' 1 340 , \ I I 1 1 /' ,, / / -� 1 r f ^J / % i / / i / ' / i / \ ! 1 f / \` X317. 9 3�0 ` t S 3T0 / \ r -- / / / / % / / , r�' i.-ct X319.53 l ' �t ' t �I l l I , 29 �` I J/ -,_ -� - I / i ! / i ! P / / t 75'R.C. / / i 1 } 1 y 1 ` ` x2 / / ( E•-.. -I- / X287.22 / f ' X281.66 280 / i /-Zsr. i \ - i,F, I =28 f r r _ _ ` T_ ' X f824 �77 I / / 270 / / MAP 53, LOT 29 MAP 53, LOT 30 ` X285.63 ` Y k'268.oa / X26 .63 ' i >87 CLINTON OR/t/E MAP 53, LOT 31 MAP 53, LOT 32 -- ' / / / x271.17 / / / 177 CLINTON OR/t/E MAP 53, LOT 33 l f ,� / >65 CLINTON DRIVE 151 CLINTON DRIVE r MAP 54, LOT 170 , N/F N/F 139 CLINTON DRIVE MAP 54, LOT 169 125 CLINTON DRIVE 113 CLINTON DRIVE MAP 551, LOT 168 C YN THIA A. MISCHE-L & F N/F N/F N F 99 CLINTON DRIVE ALFRED F. YA CO !/ONE- CASSANORA MAR Y SULLIVANMARGARE-T M. PANE- � N/F F DA f//D C. LADD MAR Y L. l�l/lMB/SH PE -TER J. &CAROL MAR Y ANN & GE -OR GE- F., Jr. BAR DE-LANEY ELLIOTT I L F 510 20 40 1 80 ThI S1 L A / A4 Co Ila b or a t i v ( Architect= P/anMn1 Interior; Englneer/n! Landscape Construction SerYlce! Techno%gi ■ bIDGWd nb&yB &kwd ❑ 0F&7*#pnAwm aft �� cargow016GCi%m Tekpihone 8160 857 W77 Tawov m sg-m Fa W 667--30 Fax SW sn-W PHASE ONE Additions &Renovations to TIMOTHY fDIII ARDS MIDDLE SCHOOL 100 Arnold Way South Winusor, CT 06074 5DE Project No. 132=066E Key Plan Maher M/D/Y Issued For L c Site Layout Plan 'south! ►ate )5/12/97 r0A Arian "r 5040.00 &&W*ry Nmber s 41 v 1 DI EI NOTES - LAYOUT 1. BASE INFORMATION TAKEN FROM SURVEY PREPARED BY DESIGN PROFFS$IONALS� INC, CHFFT L-CA1' PRFPARFD 1948 THE ARCHITECT MAKES NO WARRANTY FOR INFORMATION SHOWN AS EXISTING. SITE CONTRACTOR SHALL VERIFY CONDITIONS IN FIELD AND THEIR RELATIONSHIP TO NEW CONSTRUCTION. DISCREPANCIES SHALL BE REPORTED TO THE CONSTRUCTION MANAGER FOR RESOLUTION PRIOR TO COMMENCING RELATED WORK. 2. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' (1-800-922-4455) IN CONNECTICUT FOR FIELD LOCATING AND MARKING OF SUBSURFACE UTILITIES. 3. SITE CONTRACTOR SHALL MAINTAIN (OR REPLACE IF DISTURBED) ALL EXISTING BENCHMARKS ON SITE FOR VERTICAL AND HORIZONTAL REFERENCE. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR, CT. ALL LOCAL, STATE AND FEDERAL REQUIREMENTS SHALL BE ADHERED TO IN THE PERFORMANCE OF THIS WORK. 5. WORK SHALL NOT EXCEED CONTRACT LIMIT LINES UNLESS ESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CONSTRUCTION MANAGER OR OWNER, 6. THE CONSTRUCTION LIMITS ARE AS SHOWN ON THE DRAWINGS. 7, LOCATE CENTER OF ALL POLE LIGHTS 3' OFF FACE OF CURB EXCEPT WHERE NOTED OTHERWISE IN THE DRAWINGS. 8. LOCATION AND ALIGNMENT OF SITE IMPROVEMENTS SUCH AS WALLS, RAILS, FENCES, STEPS, SIGNS, ETC. SHALL BE STAKED IN FIELD BY SITE CONTRACTOR AND APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION OF ANY AND ALL SIIrH IUPRt1VFMFNTS 9. DIMENSIONS SHOWN ARE TO FACE OF CURB AND WALLS AND TO CENTERLINES OF PAVEMENT MARKINGS AND LIGHT POLES EXCEPT WHERE INDICATED OTHERWISE ON THIS PLAN. SW(E KEY / SCHEDULE FOR L-201, L-202 AND L-203 Phase 1 Seton Sian Co. Top Mountina CODE I QTY I QTY. ISIGN TEXT SYMBOL Model No. I SIZE I COLOR ISCREEN I Height A 13 7 SIvr #2958i 24" x 24 White on Rea Kerlective 5-6 B1 1 1 'VISITOR PARKING Arrow both ways Sim. to M194 12" x 18 Green on White Flat 5'-6 82 1 1 "VISITOR PARKING" Arrow left M1949 12" x 18 Green on White Flat 5'-6" B3 1 1 "VISITOR PARKING" Arrow right M1948 12" x 18' Green on White Flat 5'-6" . C 6 4 HC PARKING SIGN per Detail 4 L401 M5397 Flat per detail D 3 2 HC PARKING SIGN per Detail 4/L401 add Van Accessible' sign M5397 Flat per detail with M2145 E 2 0 HC PARKING SIGN per Detail 4 L401 add No Parking 7:00 am to 4:00 .m M§397 Reflective per detail with custom G 9 1 NO PARKING P circle and slosh M2100 12 x 18 Red on White Flat 5 -6 G2 8 "NO PARKING FIRE LANE" #37884 12 x 18 Red on White Flat 5'-6 H 4 4 BUSES AND DELIVERY VEHICLES ONLY DURING SCHOOL HOURS Custom 24 x 24 lack on White Reflective 5 -6 with "STOP" vpposit8 #29581 /c4" X 24 0111te On Red Reflective J 1 1 VISITOR PARKING AND AUTO PASSENGER DROP-OFF STRAIGHT Custom 24 x 24 Black on White Reflective 5 -6 AHEAD" Arrow up K 3 0 FACULTY & STAFF PARKING M1989 12 x 18 Green on White Reflective 5 -6 L 4 4 SPEED LIMIT 15 with M2046 18 x 24 Black on White Reflective 6 -0 "CAUTION CHILDREN" below Child symbol M2065 18" x 24 Black on Yellow Reflective L2 1 1 'State Law..... Stop for Pedestrians in Crosswalk.... (Match existing) Custom 18" x 18" Black on White Reflective 6' M 2 1 SERVICE VEHICLES ONLY Custom 12 x 18 Black on White Flat 5 -6 N 4 4 DO NOT ENTER with M2039 24 x 24 Block on White Reflective 5 -6 "STOP" opposite #29581 24" x 24White on Red Reflective 0 4 4 PASSENGER LOADING ZONE Custom 12 x 18 Green on White Flat 5 -0 add: "Drivers shall remain with their vehcles at all times." 2 attach to two of the above signs: Accessibiltiy Symbol M2153 12" x 12' White on Blue Flat P 1 1 "PASSENGER LOADING ZONE" Arrow right Custom 12" x 18 Green on White Reflective 5'-6" Q 2 2 FACULTY, STAFF & VISITOR PARKING Sim. to M198 12 x 18 Green on White Reflective 5 -6 R 12 ONE WAY Arrow Right M2042 18 x 24 Black on White Reflective 5 -6 S 9 ONE WAY Arrow Left M2043 18 x 24 Black on White Reflective 5 -6 T 2 ONE WAY DO NOT ENTER M2041 18 x 24 Black on White Reflective 5 -6 =Denotes signage required for School Opening n:7 0 510 20 40 80 TO REMA �-- MAP 67, LOT 77 MAP 67, LOT 77 - -"------------� Chit \ NIF PHASE W PHASE 1 B N/F t }Z�� TOWN OF SOUTH WINDSOR �� Erodes : TOWN OF SOUTH WINDSOR 1 4�•5 A\ \ \ \ . �.\ \ `` / / X323.02 tL 1 X324.13 ! \ 1t \ \ \ \ \ .25 _ i 1 IT OF GRADII\ & RES TING \ `., x305.38 . \ \ - 15.73 \ �00 X320.95� 1 11 �ti X3�4\ )(312.03 1 \. \ \- � � t % 7.s � \ \ ., \ � �\ PROCESSE � GG. X309DRIVE \ _ y �i,J \ L 01 3J0 111�p,b, ''^ \ \ \ \ L401 \ \ \ \ ` ` �., \\ ` \ \ .` \ � \ , T \ \ j �' / ■U: 82 ` Its X325 '3 \ 1 11 N 65�56'10 W 1 41,1.30' .S/Of YARD 1 Il .�.._-r wry ate- 10 .ter 2a O,_�fJ \, \ \ \ \ >•,F.-■■ \ \ S' stP c 1° W 1 , 11 04.10 \ \\ `� t \ •` ` 1KF.-8S \ \ ` _ �\"�) r---- --- - Ili ■ r! = 25 \ o L �n I [Imo' \ \ \ \ \ ` 1■F: 89 \ `\ L11 �. F OR:XARtl - r X3 26 £X. 6RA12cL DR/t/F�C 22.03 11 y / / Ot. 0 Q \ '-� \ . : 810 X325 70 ti J ! - - - - - \ 1 r l \ T(� Rc119,y!/�!` - \ \ \ \ `� `„�.�. + 6' BIT. 11CONC. LI�� r I x o9 6 v <310.9 \ \ � ■ \ . t!!/,-fi+ -` _.. `. ••i•Y"�i7�rE a' PivEl2" aiNE 6' P/YE r -s � �♦ ' , _ \ u3a1 n c-r �'ick+ nm nn a n i � '� \ � `� � O r \ \ - -- - �- JI r JIVIV „Ivu ivr rjrt X304.39 + �� \ \ 1KF,-�S. ` X325.23 + . '� ;t / _ _ _ K9 \ ` `� 1 X304.99 \,`\ \ \ `� \ `\ l X325.63 X32 1.30 _ 2 L - """ ♦ 1 1\` ,. ExistingOrchard to Remain W. _ \ \ \\ \ `' \ \ •\ F� \ LIMIT OF GRADING & RESEEDI G o 26198 11 x 4' 0 39. / ' \ \\ \ \ Z Q X3 3.68 \ k3 0.1 O •� \ ` \ 0 q \ I ` 1 \ � � \ X325.70 \ I P.i 11 , j / X313.79 � \ ` \ - \ LIMI1\ \OF GRADING &RESEEDING �` \ - \ �. „�; e,z ,y / \ I o 1 \ + / ° >� -- \ \ \W,821 ` �° I L401 =6 (tyf�) \ 1R vela I I ° 29 d +1 \ \ ` \ \, �� . ... _ ... \ X30707 `� \ \ ��� , t t•� 1 \ \ \ , ► '0,0 ° 32> 9 ; ` o \ O\ ` \ - _ - +'•,V'` ` _ j 4 1 °■_ 17 F® 1 f CU NE VYITHOU I \ - \ o i , / 40 1 .02 is 32 .2` 1 I ALT tl-2 IfROVEINTS } \\ \ \ X 2 .8 -O .\ 1 / \ , ' j 1 �/ I X313.27 X329.46 \�X309.49 0 ALTERNATE N0. L-2 ! �� - � \\ � ,\ : L40Y �I j \ \ 1 I \ PARKNG LOT D AND RELATED IMPROVEMENTS, 2 ?+ dID It/ X314.93 \ I FOR ALTERNATE L-2 LUTS - , r� cl' •-_ \ I \� r X33o.46 t 2 I ON PLANTMIGS� SEE L-301 AND L 302. - 310 z a \ X328.90 \ ExistingTennis�ourts I - 3 01 0 �E326.3� �' O ^ X323.40 O r � 0-/ ,I New S Q e r F i e I d X ` 6 1; i ' /!� + ar i / , , L401 ' X31a.a2 ~' ` ~� X313.71 \ \ \ i \ + / X319. I I \ O \ 1 X314.61 \ t `\ (75 YDS X 120 YDS) I X314.97 24' 18-0. / 1 f j I \ \ X311.68 Q t \\ \ X 29.3 32 340 - X33.71 \ \ ° 0'. o„ I �35 6I ALTERNATE N0. L3 0TI-\ i \\ PAROG LOT E AND - _ o d. \.._ _... / I 33.71 \ - ) r� ■ 7\\\` 6BIT. CONC. WALK I NIiPR011E1fENTS. d- oo ,,� t 1 j I X323.89 W j (WITH OR WI HOUT ALTERNATE) - 1'7 1M M 1 \ 1 / �" { 0 J 1- f �. ■ I ( FOR ALTERNATE L-3 LU o . 60'-0" // f \ X 2' 2( 1 1 1 I ,/ r c 2 i t ( ON PLAHTNGS, SEE L- \ a IIN, L20 PAN ENLARGEMENT I L401 13 1 C 32' \ ,\ X315. 4 I X315.42 X33 .45 _ l X330.19 O =■'J/ �� �wJ , ass , , t LO /a. f C BC BC I j O 1 \ BIT. WNC. WALK / 1 / Q C I j 1 v f t 3 9. 7 TO EXM. CAT2. ) X 69 _ CURBLNE VATHOUT ALT. L-2 IMPROVEMENTS C') Lam. ( Match Line ! I M� �fi>•sf s � �- \ J / �` X321.13 i >• r ��if >• `' X330.71 / 1 - q "' _ ° (� O (( w i X327,34 /�� >� \ rn .gyp" 6 o `� Cn _ Q O ACCESSIBLE ROUTE / 329. 3 ♦ • - - Llu�, a� ORCHARD / �.- - -- - 7 -- _ _ 2 t 1 / / (5' TRAPROCK PATH) L_4 /' _ \ _ P N I \ L401 X314.41 ■ [` O / �' a9G , SE L-203 T LOCATE ■■■ ° / o I ERSECTIO POINT L-a X316.48 / ! 217' - �� - 0 18 0 121't o\ / ♦ �1 - '< X336.9� - 33 .33 r r ' X335.27 ; ! / / /'� \ \ a I ' \ ♦♦ ' ' !! 3 .77 ZT / I X329.53 1 / R,265 / \ ■ h \ ( t V ��i�� \ O / \ ` _III 2 ` V / - O X333.84 �� / L�l 3 \ \ ` \ F �\ ` L401 ' I .f 33 X33268 1X333.40 L401 / y 1 ! \ X316.- r REMOVE EX. BACKSTOR / / \\ 319.57 � !X 335.8 _ ,� `� / � , / PLAN ENLAR MENT 2 03 JAII -0 \ X332.90 // _ _ `� / 27.86 / Ra'1 �'-�♦ \ / I BR320.50 , �. \ `` ` 1 X3 4. 1 ` \ 1 X332.31 / / ♦ \ L=4LO,2Jr• I / . `` .87 I Pa`"""`^'..� ✓ i- , _ = �, ` / \ . { ` `tt 1 O � X332.56 l � L L ♦ �t�, {`Tl / i • / DE11TA=88700 / \ X331.5$, / \ 1 l ` i I `�� ` Psi _ � / / \ \ 32Q70+ 0. /� l '�\ ` \`\� {5i 3 .12 / \ �_�_ - \ 340.�3 319.43 / 1 \. 1'�i ■ O 1 X334 20 / / / ! _ / - _ / - I , `� ���� / X3 0 , X315.80 �\ / 1 f �� y`� / / / , X3 .17 ' /_ / - `` SC 319.4a+ i I f � 111 � 1 X333.13 ��r i / `,� / - CQ .97 / _ _ %� � f _ \ �� TIC 319.90 320. \ 1 \ �, �� / \ �� ° j Cn b, , / �X331.16 11 1 r / \ ` h �%/` t BCfTC 320. + BC 32020 Ay , `\ \ \� \ Z x313.o l \ O 1 i I o 1 iI I /�i _� , \�i► , � � i O LIMIT OF GRADING & RESEEDING / / I& s l ° ,/ /l `� � `� i'� � I � _ I mil\ 'R� I �\\ //' �\\ / j \__ \ q ♦ X320. (.J) _. X332.28 / / 1 \ \ ! _ 1 -- �QQ_D��QQQQQ00 ♦ `� ` \ \ ; X313.45 535.0 �� 11 / X334.2y / 1 �/ / i !_ ` \ 0~ I` / \ X328, 4 i' 18 _SCAC \\ v / MatchJW /, __ _` \ - -_ - s j j � 320.40 � co Ne � JC321.35 ns ru tlon 3 t.53 3 X321.6� yrL1,.1' c -----' /� X \ `_' _ O X 21.0 JerilCiPi 320.72 \� \ ` \ \\ 0 \ / _ ti \ \ I \ EXISTING SOFTBALL FIELD TO REMAIN 33319 / j--�_ _ X3 OS k�tfig`>4____ - X320.69 �(� �/ �1ti 9 Rea['ig/ned',,Soccer Fief j 1 - king- B-- 2_ ® o �319. r tip' �6 F 2 O X 5 1 /rEXLP- ti6 1 ��Zti. \ j t\ -' I Match Line ( ) �.�..�.�.� 6� (67 C�U'Si - __ FF 5ti`l, 60°0 \ '� �, ) / osz' EAs� / ' / 65 YDS X �.00 YDS .......�. />t.1 �..�.�.. .� .. _ /� _ � ��',� '� � f , it f PROP. - \ �1 ��■ �. nlfiii��� 'l' J n ��' - - - ! 19 •,� `,L6 titi 3ti2� i ,..........� .... r....� .... �"' �....... �` ,. (INSTALL NEW SOCCER GOX POSTS),---- / e� _ O X32I.76 y`1'1' �� ` ! j j I I j 1120 1 j 329 HANDICAPPED R MP X 32.80 / / t 1 L401 24.7 / /' - - _ `J _ - `� I d / X 1 _ _ _ �j> X321.31 \ I j j I (� X311.32 a / 2 / / / I �� 'O f _ - _ _ Main 12•�I f // / / o /� ` - �� �Entra e / X321.97 / U / �320� / �` / / ��� i 313.68 X331.15 / s+ 17?S �_�'-- i - i / ~ \ / / / / FE ��' \'y_�' �/ /! It 1� p X332.48 // / �\ / / 323.2 A / X3 .72 - .<_`�'k It `/ / /// �\\ / \ / 00001, 10 �` X30709 � ±)� � � f � � N LIMITS OF GRADING SEEDING = / x32za9. i _ 24'r0" Of '�\- - - " r \ �a�,\ �6 HD CONC. PAD ( �` ` 1 F(1R ni iRAPCTF'RC / RItJC RAa / .�178' 11 ruin/L The -Q,I A,H V 1 AMi AI OWN Collaborative Architecture Planning lnterlors Engineering Landscape construction Services Technology ■ AIDGatar>Gtry8a*Wd ObAkInhiry GGyX4CW 0 Talq*w W07-80n F&N0W--3W1 ❑ VF&7rk0tnAvww an TeWxw$606V-I> 7 Fox 627-M PHASE ONE Additions &Renovations to TIMOTHY - - EDWARDS. MIDDLE SCHOOL 100 Arnold Way South W/ndsor, CT 06074 SDE Project No, i32-066E Key Plan_ Murnber M/D/Y Issued For Site Layout Plan (north? Date 05112197 $c81e /A = .W, pro/. Akober 95040.00 Orawbtq AkanW L 202 ds. ■ 5 SEA c 1 ro C The A iff A ." 0 L A / All C 0 Ila b ora ti ve ArCMtectl/re Planning Interiors Englnagerh g Landscape Construction Services ■ V G8s rbffy8xkv�aryd CaY^*I# 0� 4& T ie M 07-+�77 F�x860667-3kfl Technology cmvcw ,; Fax 860677-M / PHASE ONE A O r1 uv,11,v,1s a neno valions to TIMOTHY --- EDWARDS WIDD L E SCHOOL 100 Arnold Way South Windsor. -CT 08074 --.7 — - — — -- SDE Project No, 132-066E Key Plan Aviber M/D/Y issued For Q 9111197 Issue for Phase 2 A 8129197 Building Footprint Mods A 8125197 Sign Locations S'%te Layout Plan Enlargement Date OrawAv Nu nber 05112197 r = 20' IwAw203 PfOA Mwftf 95040.00 E 1 2 3 G V r E 4 5 NOTES - ALTB:NATE RM � t4kvO 510 25 50 100 �. Alternate Ng 1 —1 \ \ \ umt t `vr �rcAunv� & RESEEDING '\ Dino ani��a out Plan \ \ \ \ . r \ � 4C \ _I.�-r r-r _r \. X 347.9 \ ` ` ` ti \ \ \ \ \ �� . I (A t ` 20 1 ORCHARD TREES TO REMOVI` - \ ` I TO LIMITS OF GRADING/SEE NIG I 2�\ c7RrHARD - I ALTERNATE LIMIT OF3 ` \ \ ' TO REIVA,N GRADING & RESEEDING X3a0.1 New Softhd RteW 340 \` f I - i (66 BASELINES WITH SKINN PATHS) 1 I 60'-0' I I o STOP X338� X33 33 X335.27 r X333.40 j X332.68 f l X 335.8 a� unrtr 0r OI CF14R0 ` r X332.90 X33 ` r X332.56 X 339.4 (4EP4Alternate No. L-1 \ \ LIMII\OF GRADING &RESEEDING Elan � ` \ ;Gra of Reseed' \ , �... , \ i �-—?RCHARD TG REMAIN I 1 �- 1 �l 1 1 -----------', X 339.4 L WN (Reseed all d sturbed areas) I \ (SPORTS MIX A TO. LIMTS OF FIELD & APRO() \ \ X 340. t \ O 340 \1 I ,J I ------7 (R: I WN SKINNED INFIELD & MOUND 4R - (SP RTS MI J I LA ;eed all di: A TO LIMI O / (SEE SPEC. FOR CLAY MIX) I /� + I/ i V - / FIELD M X336.98 f X33 .33 X33527 X333.40 X 335.8 X332.90 -�• \ LAWN w At �-L / AM C o b o r a t i v E Architecture Plannft lnterlore Englneerft Landscapd Construction Services Technology a?aeW4wyBoufewWd fty CanecU� kd 4& TeklMm &V W-W17 An AV 07-Xg Tekp!= &V 6V-X27 W sn-W PA ME& HASE ONE uumons & renovations TIMO TH Y IDDL IRDS SCHOOL 100 Arnold Way South Winrlgnr = f' T n9n.7A w �w�si wsw INSI MV Y/ j r / VVVJ -T SDE Project No, 132w066E Key Plan ffiffabw "/y Isswd Fw Site Plan Alternates Date 05112197 X332..6 r ' r varies X332.56 X33 PfQ1�bO _� , . 91T V.00 Sign Locations } CI r: 1 L� 1 1/2" BITUMINOUS FINISH COURSE (COMPACTED DEPTH) CLASS it 1 1/2" BITUMINOUS BINDER COURSE (COMPACTED DEPTH) CLASS I 6" PROCESSED AGGREGATE BASE a 0 6" GRAVEL SUBBASE 0 o� 0 III j-1I I III=1I I-1I I-- =1 I I=1 i t—I 11=1 1=1 I COMPACTED IIIII�iIII� ilI•�iillll�ll�l�ll SUBGRADE SOIL BACKFILL 2" RADIUS FINISH GRADE 2r MACHINE FORMED BITUMINOUS 54 LIP CURB CURB 3" g" BITUMINOUS TACK COAT MIN. / BITUMINOUS CONCRETE FINISH COURSE IEEI I I= BINDER COURSE ''-i I I-III-1 I I -I 11=1 i 1=1 I I '-III-III-I I I-1I 1=1I I-1 o� COMPACTED '-�IIIII IIIIIIiIIIiIIIIIIIII� a as o o GRAVEL BASE l l-i I I-1 I I -III- Q QK �� - "I-111=1 I I- =1 11=1 11=1 I II II I II II I II I _ COMPACTED SUBGRADE .IIII,;,II1- NOTE: WHERE BIT. CURB IS OVERLAID ON EXISTING PAVEMENT, SET IN FROM EDGE OF PAVEMENT, LAY CURBLINE STRAIGHT AND PROVIDE SMOOTH TRANSITIONS, AT CORNERS,RETURNS AND SLOPED OR TAPERED SECTIONS. BITUMINOUS CURBING 02511-11 2 ,1, 3/4 1-0 EXPANSION JOINT FIN. GRADE 8 PAVEMENT COMPACTED i-O a - II1=1I1=111=1 p`3� Q o o c a o I I=1I 1=1 I1=f I" GRAVEL BASE °� - o�=111-111-III- (MATCH EXISTING a Q I I f=1I I -I I I - SECTION WHERE =1 11=111=III=11 a i 1=11 I -III -_I i III -III -III -III -I I �� o� -II I -I I I -I I I APPLICABLE) ,� I1=III=III=1 �o`� Q III=1I1=III_' -iI COMPACTED SUBGRADE 2-#4 REBARS CONTINUOUS 3 � t,UN(rh t (,Ut"it3 02520-30 3/4'=1'4 5 SIGN PANEL FOR PASSENGER LOADING ZONE (POST PER THIS SIGN DETAIL) FOR ALL STEEL COMPONENTS: HOT -DIP GALVANIZE PIPE AND FACTORY APPLY POLYAMIDE EPDXY PRIMER. FIELD OR SHOP FINISH WITH ALIPHATIC POLYURETHANE PAINT, MIN; COLOR - BLACK SEMIGLOSS - HANDICAP ENGINEER GRADE REFLECTIVE SCREENED STEEL SIGN ► PWE T STATE (TYPE 'A" & 'AV' SIGNS - TEXT & COLORS TO MEET PERA9 RE—, � STATE STANDARDS; SIZE AS SHOWN) BE Fl!&D _ VAN A seLe ATTACH 6" X 12" "VAN" SIGN TO (3) SIGN POSTS .Z,t1 1/2" SQUARE GALV. STEEL TUBE (1/8" WALL) 4" DIA . GALV. STEEL POST (FILL WITH CONCRETE TO TOP OF POST. NOTE: WHEN LOCATED IN A CONCRETE PAVEMENT AREA, SURROUND CONCRETE FOOTING WITH 1/2" EXP. JOINT MAT'L. TO FULL DEPTH OF SLAB, 3/4" CHAMFER FINISH GRADE OF PAVEMENT OR PLANTING AREA. WHEN z 10" DIA. CONCRETE FOOTING. LIGHT SANDBLAST FINISH ABOVE GRADE `V i._� COMPACTED SUBGRADE (V ACCESSIBLE PARKING SIGN BOLLARD HT -SIGN 4 3/47 = T-17 NOTE: SMOOTH TOOL FINISH 2" EACH SIDE OF ALL CONTROL & 1/2" 1/2" R SEE SIDEWALK DETAIL FOR SLAB AND BASE COURSI WALK BEYOND z NOTE: SMOOTH TOOL FINISH 2" EACH SIDE OF ALL CONTROL & EXPANSION JOINTS, AND AT ALL SLAB EDGES. CONTROL JOINT-1/4 DEPTH OF CONCRETE STIFF BROOM FINISH -PERPENDICULAR 1/2" TO LENGTH OF WALK OR AS NOTED ON PLAN. EXPANSION JOINT FILLER FULL DEPTH OF CONCRETE 1/2" R SBARS Y ET2F FROM SLAB BOTTOM ° o. : <; 4 ; • •' ° - .4 a •' o • = 6" CONCRETE SLAB •. ° ° .4. 12 X 1/2"4 SMOOTH STEEL `4'' BAR -WRAP ONE END; PLACE cg 24" O.C., 12" FROM SIDES ' Q 8" PROCESSED Q AGGREGATE BASE _ _ Q -1 l l—I I I —I I I—i I i—i I g I iE i I —III —III —III —III —III —III I I_I I„I I[-=L ,* 1 i 1 COMPACTED SUBGRADE HEAVY DUTY CONC. SLAB 02520-06 2" BITUMINOUS FINISHING COURSE a (COMPACTED DEPTH) CLASS II o�o�oDS IQ U a�0a a o 0 o a C)� 6" PROCESSED AGGREGATE SASE oQ� � 00 COMPACTED SUBGRADE % BTUMINOUS CONCRETE WALK BCWALK CONCRETE WALK JOINT - SWEPT SAND STEEL FRAME AND ANCHOR TO MATCH • GRATE. (CAST ANCHOR INTO CONCRETE) 0 0 / 0 CONCRETE TREE GRAT E oc�)o oUo \�j \ PLANTING SOIL I I I I I I I I I I� I //\• TREE GRATE - CONCRETE PAVEMENT 02800-10 8 1112 RAMP: STIFF BRISTLE BROOM FINISH ❑con rn neon n,w TOP OF CURB RAMP 6'-0" MINIMUM SEE SITE PLAN BEYOND -SEE DETAILS FOR SIDEWALK LIMITS 1/2" RADIUS 1"/FT MAX. ADJACENT ROADWAY SURFACE . & BOT. OF ' RAMP FLUSH o Via° — —=111=111=1I1== III=11I-III: :I 11-1 11= °d8 I I it I II I I I II I I I II i I I I .I 11=1 i I —I i I —I i I —I i I— I_I1 1-1Ii =1 - . - - 1 /2" EXPANSION 711 I—{ i 1=1 I1=1 I' JOINT -111_I I I-1111 SECTION A MONOLITHIC RAMP AND CURB ' HANDICAPPED RAMP -TYPE A- EXPANSION JOINTS, AND AT ALL SLAB EDGES. 5•-0" CONTROL JOINT-1/4 DEPTH OF CONCRETE CONCRETE LANDING/WALK STIFF BROOM FINISH -PERPENDICULAR FLUSH WITH DRIVE 1/2" TO LENGTH OF WALK OR AS NOTED ON PLAN. ADJACENT EXPANSION JOINT FILLER FULL DEPTH OF CONCRETE PAVEMENT 1/2" R 6" X 6" W1.4 X W1.4 WWM SET 2" FROM SLAB BOTTOM ELT - •' 4" CONCRETE SLAB ° ° a. , 12" X 1 /2"0 SMOOTH STEEL O • o O BAR -WRAP ONE END; PLACE o a O a 24" O.C., 12" FROM SIDES 6'-0" MAX. -i RAMP 6'-0" MINIMUM • _ o �o o III— I I-1 11=1 11=1 I j=1 � 1=1 � 1-11 -III,, III -III-" 1"/FT MAX. SECTION B-B CONTINUOUS CURB 02520-15 SLOPED CURB BC EL. 0" 1/2" EXPANSION JOINT TC +6" RAMP @ 1: 12 MAX. +6" DOWN Q�o`a o Q O SEE PLAN FOR " Q 6PROCESSED ADJACENT FINISH Q O`a AGGREGATE BASE _- - - _ _ _ _ rrT_ Q CONCRETE WALK =1 I I I I El I I=E 11=1 11=1 I I-111=1 I r, I a I ..I 11=E I I-i 11=1 I I l ���.I I11�1111,�,111,.,III,�,111=►I1,;,1►1-1��,;,1�11�,1�11�,1�I,,111,�,1�1,,.11 I�,_, COMPACTED SUBGRADE CONCRETE WALKS AND JOINTS 02520-05 HANDICAPPED RA 11/2' 1'-T MP - TYPE B 10 02520-16 3/8'-T-T 3 4 5 44 2U NOTE: SEE CONIC. SIDEWALK SECTION FOR JOINTING DETAILS 11 CONCRETE PAVEMENT FINISH 11 / IL 1 02520-10 6" PROCESSED AGGREGATE BASE 6" GRAVEL SUBBASE COMPACTED SUBGRADE 0 0 oyDo� oOo 2" TRAPROCK DUST a 0 0 0 0 o a o 6" GRAVEL SUBBASE 0 0 0 0 �- 1= I I=1 I I I I=1 I I=1 I+ COMPACTED 1=1 I I I I I I I I I I SUBGRADE 1r� TRARAPROC�KD�UST WALK 02511-05 10 2 - #4 BARS TOP &BOTTOM �'t� • •: ° GRAVEL BASE • ` o ao 4 BARS ® 16" O.C. 10" 4"TURN UP INTO CHEEKWALL 4") #4 BARS Q 12" O.C. COMPACTED SUBGRADE CONCRETE STAIR OSM-1 1UL2o1 1/47 - r-T RAISED LETTERS: FONT "OPTIMA"; 4" HEIGHT; .55 WIDTH FACTOR; SPACE TO FIT; 1/2" THICK BRUSHED ALUMINUM, NATURAL FINISH; MOUNT FLUSH TO FACE. - 1" DEEP REVEAL 10 1" TRAPWK FOUNDATION WALL PRECAST CONC. WALL CAP -SMOOTH RUBBED FINISH 11=r /2'-a' BEYOND BRICK BASE (4 SIDES) - SEE DETAIL 17/1-401 ELEVATION : MAS 1� ONRY SIfGN WALL SIGNELEV 2" DIA. GALV. STEEL PIPE HANDRAIL 1/2" EXP. JOINT W/ FILLER & SEAL 1/2" 4 x 8" DOWELS ® 24" O.C. T.& B. OF STAIRS CONC. WALK -1 1h x 2" KEY - CONCRETE FOOTING - #4 BARS 12" O.C. - 2 - #4 BARS TOP & BOTTOM -GRAVEL BASE T t S1 L �ollabo rativ Architec, MIA Inter Engine, Landsc Construction servl Technol ■ 8o G89krbWy &tkvard ❑ 28/F&n*#0n Ai camw 0=40 Largickd 06032 T ane8606678077 T W 667- Fax 860 667--SO Fax 860 677- awn T/DM ecked SS PI°/ASE ONE Additions &Reno vations to TIMOTHY - o - - - EDWARDS M/DDLE SCHOOL PRECAST CONC. CAP 1/2" RADIUS ALL EXPOSED EDGES SIGN FACE 1'-g" (SMOOTH RUBBED FINISH) 8" LG. X 1/2" 9 SMOOTH GALV. �0 w Arnold �� (SEE 16/L-40]) �1/2" RADIUS ALL EXPOSED EDGES STEEL DOWELS ® 24" O.C. 1 y GROUT CMU CORE SOLID. (v r� TOP OF WALL CONiINUFAJS (PRECAST CONC. CAP - SMOOTH RUBBED FINISH s ;ta EL.: 325.50 STEEL DOWELS AT EA. JOINTALV, South Windsor CT'0607 8" LG. X 1/2" 0 SMOOTH GALV. _ ) � STEEL DOWELS ®24" O.C. — --------TOP OF WALL CONTINUOUS j CAST INTO CONC. FOUND. WALL d o.:' El. 324.00 WRAP UPPEREND SIDE P1 oect No, 132 066 #4 BAR - HOLD 2" FROM END JOINT TYP. cn a #4 BAR HOLD 2" FROM END JOINT TIP. C 311.42 N 1� °: COMPOSITE FABRIC FLASHING ¢ —COMPOSITE FABRIC FLASHING CV o i. 1" CLEAR AIR SPACE v> 1 2" CLEAR AIR SPACE N FACE BRICK AND COURSING B.W. N ;i FACE BRICK AND COURSING FIN. GR. TO MATCH NEW BUILDING CONSTRUCTION. I' 322.50 TO MATCH NEW BUILDING CONSTRUCTION. LEAVE (1) FULL OPEN HEADER JOINT LEAVE (1) FULL OPEN HEADER JOINT AT FIRST FULL COURSE ABOVE FIN. GRADE. I^ ° AT FIRST FULL COURSE ABOVE FIN. GRADE. CUNT. HORIZ. MASONRY REINFORCEMENT & ' I , ° CONT. HORIZ. MASONRY REINFORCEMENT & TIE SYSTEM 1'-4 O.C. VERTICALLY. TIE SYSTEM 1'-4" O.C. VERTICALLY. 4' ° �g ¢" 4 10n� ° 4" \\— 8" X 8" X 16" CMU CORE TYP. PLAN AT JOINTS CONCRETE FOUNDATION WALL 2 a °°2°" FILLED WITH CONCRETE 8" 1'-8f 8" #4 BAR ® 24" O.C. VERT. #4 BAR ® 24" O.C. VERT. a� CONCRETE FOUNDATION WALL s CONCRETE FOOTING s ° oa CONCRETE FOOTING - .,C a a� o ° #4 BAR 24" O.C. HORIZ. oo A. o �° #4IBPAR � 24" O.C. HORIZ. °°°°° COMPACTED GRAVEL BASE , — ;>° —__ ,— CO ACTED GRAVEL BASE —III—III=III COMPACTED SUBGRADE _= COMPACTED SUBGRADE TYP. PLAN AT WALL END 111=1 I I-1 ! H i 1 Imo! 1=1 I I I I I-III-1 11-! I I I I -III i 1-1 "—I 11—I 11—I i I I TYP. PLAN AT WALL END —I 11-1 1 1—III-1 I I —I 1 1 I I 3 -0" 3'-0" SECTION: SECTION 17 MASONRY SIGN WALL S,GNWALL MASONRY SEA'TWALL SEATWALL 1� 1/2 = r-o' 1/2' _ 14 Key P/an NmIker M/D/Y Issued For 60-SI & 60-TBLW L401 / pC�ONCRETE STAIR 14 flan Detail B-RAMP L-20k PR/L 1 1/4 = r-0' 340-M Y COURTYARD IMPROVEMENTS COURT 1� , 0 e PLANT LIST: CODE: QTY. COMMON NAME BOTANICAL NAME ROOT SIZE CF 24 CHRISTMAS FERN POLYSTICHUM ACROSTICHOIDES POT 5 PT. FG 4 FOUNTAIN GRASS PENNISETUM ALOPECUROIDES POT 1 GAL. JPF 20 JAPANESE PAINTED FERN ATHYRIUM NIPONICUM 'PICTUM POT 5 PT. JRBG 66 RED BARON JAP. BLOOD GRASS IMPERATA CYL."RED BARON" POT 5 PT. MY 550 MYRTLE VINCA MINOR POT 2 1/4" SI 80 'BUTTER & SUGAR' SIBERIAN IRIS IRIS SIBERICA 'BUTTER & SUGAR' POT 5 PT. TBLW 200 'LILAC WONDER" MINITURE TULIP TULIPA BAKERI "LILAC WONDER" POT 5 PT, WBA 1 ILEX VERTICILLATA "APOLLO" "APOLLO" WINTERBERRY (MALE) B & B 30-36" ht. WBS 3 ILEX VERT. "SPARKLEBERRY" "SPARKLEBERRY" WINTERBERRY B & B 30-36" ht. NOTE: CLEAR & GRUB ALL EXISTING PLANT MATERIALS EXCEPT PINK FLOWERING DOGWOOD. NOTE: PREPARE ALL PLANTING AREAS AS BEDS WITH PLANTING SOIL MIX PER PHASE 1 SPECIFICATIONS. REMOVE AND RESET EXISTING STONE PAVEMENTS DRYLAID ON 1" STONE DUST SETTING BED OVER 6" PROCESSED AGGREGATE BASE. JOINTS 1/2" TO 3" MAX.; SWEEP WITH STONE DUST WHEN SET. PITCH COURTYARD TO EXISTING AREA DRAIN 911IZ97 Site Improvements Details Phase 2 Issue Date Drawing Humber 05112197 varies L a,4 0 1 P10A Maw 95040.00 r r t ' � t t / Fiji _f 31411 F_\ c) r • 1 ry , r l t r1J , 1 . J J r % J• X336.9y ' r 33.33 - ' X335.27 ! X333.40 X332.68 I r � iC332.90 X332S6 X332.31 1 3 t T.F. , . 5 ` I 7� ` t t N=312.00 (f5) O _ _ _ - _ tt \ p t tto 3 7.23 O O _ 0' •,i.�3ecp __ O IN 140 50 (6 t X323.40 H % = , 4 J - I ^ -1 \ r • i I 6 o � 5,,.,� , � I � C N y )� \ .Ll 0 Ct O 1 h I U t� t I P ,31 .71 ` , ' r ` \ 1 2 X330t�3 r ` ; X319. t 42 O ` X314.97 I j ^ \ r t `� X311.68 • \ • 4\ .� .3 `p\ � / ' ~ \ �� �� � tS / / / / 1` � I _ - > it e ' \\ ` ` `• � ` 0 t , ALTERNATE N. L3 1 0 jj X33 .71 \ ` PARKING LOT E REL D 11 ` tv�o�oa _ TME_c� nn n ' i IMPROVEMENTS. 4 ` � i(L tt - t� P\,) ' 316.32 ��8"F.�t�tOi- , O I j / p� � V �'•�' 'd X315.42 X33 45 r 0 \ t TF:= 16..40 `� ``\- - _ - ! ``• t FL.- 5..90 X330.19 , Q _ 0 -_-- 0, (-- O ' ; - O -- O " / t ` y5 rj 20. FL3 3.40 ��6io 4 I y t O CA 31 3.30 (15 outs r_i 4 \ r n 2 X329.06 \ \ f X327.82, X319t6 t 9. _ I 9 \ t i ` • , t 11� " 1 t t / X321.13 /29 t O . C.B. 5. N-12 0 20 F � .F=315.4D � O 23.6 �Ot P.C.B. 24 -► T.F.=320.10 Jr P.CB. o I X327A4 r" '+ -Q0 /NV-31 .5�� ,r T.F.- _ T.F. 32 23 " =3J68 3 m' \� O ' -' 14.41 0 • tt r ` ,I " NFZZ i\! =J19.~ a � 20.6 r 2 f.oX ADS - X3�6 h ^ of 2 D ,' ,' \ \ \ 2 ' 15" ADS N-1 r C� i \ :r _325.50 , / , / O rt C.B. 25 r� 4. ` .F. 1540 •.� { vs�oaa INV.=322.00 Tv= t5.59 fl nV= 1.76 ' ^ ` 1 3�3.77 �� ` • i \\ -♦ ,J O . - -s'lGN X319,2 i J / OX36 • r w� / \ `��/� _ i�T .=31883 � \\ S C.B. 27 '� '' `� i \ ` � ` ` - � � . J q•� F.L.-314. '/n-WJ 1J 3J7.00 I� 13.46 r / 27,8 ` / /� \9 t F.L=31408 (f2%n-S).21 ( j J 31471 / r \E ~ ` .87 I FL.=3f423 (15'outJ r �� ♦ r ya ♦ 4 l Dr IS43 1 IJ' ♦♦ 14{l� 0 I of 6' PVC ROOF DRAIN 4. J X31 J yccF� ./ 4 , r ''\ ,. \ `= , 11 J ``T _ _• '- 't "` �� I ♦ � tib , I • ' X3 .17 - ` - J i 1 J� 56` �� (J ® ``\` lN-317.41 L�VI YI`iQi �\� C.r? `� ` r'j Saf! / '. "O` O 1 �] �A r t \ 4'r ` �Y _ '_3L�1 \ % ctr w 12'�RC. T.-3,9.74 / X313.05 ` t f r t o. 4 ry 1 O ap - - - _ - - - 1 317.T4 (disrT \ r i(�'� r t t \ ,g ` I/ t - _ �� ' t \ Q Qp O ; TF. 9.99 G� X320. is �% ° f `� U_QQ�Q F.L. 99 (m) .t. ♦ , r ' ' 1 O X328.34 r ( J" ' ' i - ` t \ \ . POS®0 P.C. . 'S r' 1 0• F, 15.19 (oul0_ ,:Ft 10a . v _ F.= 18�1 Z$'` `a7 Y 9 �A ♦� \\ sp£B� GT L1 , 21,35 9 \ \ tT.F-%J74 L53 �� \ /NV-11CCI10, �1� t T Y.321.69 320 sFP♦ \� \ �\ i ' •V _ '� ♦ \ ` 0 ' ' ryOtij I _ X32iA5 bus_ _ I320.69 s� / t 1 I It _ -i - ♦l ` 1 ' P.C.B- 9 J TF.=323.57 ]O _ 2 a EX. C.B. /Y X 5 t 1` r' O EX. l.P. (BENT) t /NV.=318.94 4 T.F.= 7 _y `y Oy O `1` TF- / ` 0.32' EAST OF r j I INV.=.i17.94 _ P.CB _ ' / 12 a _ (� r'' F .-315,25 (in) •� /y ' ' ��,' 4 1 1 PROP. LINE ,t X� tt' ' F.L.=31502 (cut T �� \ I I , t t I / ' TF� X 1\ p0505 \. c\\e �P err i 1� _ 1e;2? e� f \ \ \\n 4 1 4 t r �Rn+�n r,n _ _ _11 22 rJ 20-15r ADS N-12 r UL1JfJIJ� �® 0 t� \ \ Q '� $ v r' r t'�� `$ \\ V i e ' 0 5.0 r N _ \ r T. =320.21 _ U `ter O t I r t r 324.7 _ _^� 1 n s , F.L.=3Tfi`64- /, 21.31 22 t ' 1 X31L32 r' X321.97 P.C.B. 32 TYPE CL' J / Q i ' �5 d' 2.,:'' �•o �•`__ _ '�/ r ' 31 3�` T.F.=311.50 32Q rr Jr y r / t �D. ' 1�307.96' _ c. { ` •-31_906 /in) ' � t / 7, ' r �E a,4.%' - Q �._ I/4 1 V �• � O \� �_ 71 X319,55 '�^ FL- 66 (out} Jw �a !� O J y�� •\p �a' ``• 2 \ / ' ' 1 �. 1 n�j O / yYPE CL"t! r y XF.=319.80 _ / tr X307y09� 4 ' � N3 /NV-511.07 (15 E) O r _ ` / /NV=/315.907 (15'N) _ I - �� 64'-6"PVC 0 2.07. p =310.82 (18) �Or 9 f �'�r, SPRINKLER DRAIN RN 17 71L OLE ` r {� I ' S OP N . a z7 AN 1 - O 20 iPgO r . I _ •<��`� 3/" O " a00�- // X 18.02 216b2 _ - F��, f �G(;{' � �\ # ,PR �4.=.30S.G6("rn) 3�'° `\ ,' ^ / _ •1 O,{a J`i In HYD f`L�O f106 (.5"ou:)0 �0 OV P.C.B. 35 r l t t \ ,O i TYPE CL' �� E.S. ♦o' f �` t \ / EXr Y.r7 �y�1 i' T.F.=310.12 : ' T.F. ;10 " 0 ' T.F.-310.32 r• 0 ` it INV=302.68 ' S F.L.= 4`"u• `` EX kP r \ ` r X320.82 ` ' S P. .� X3 .19 % F.L/=3f6.01 r 2 , �' ' ! ' , \, r tr 310.90 / 31 t �-- •-- o• SED. S1RUC._7 "�7RAP T.F.=310.20 ME \ I J , y E j lNV=306.70 1" N) \ X317. 8 g^' GYL r._ �' _09.6 INV =30211 1� W �\ �\ Ir ' x3 7 07 / x314.3 t ,r % o �V=302.06 (1,,(5" our) • o - o --- o N 65 38 27 W , 250. 84 Ex. I. 20-15'ADSN-12 020x , 1 �/ r r/ mot, ��13 / �R .'Ve X316.71 ' ' ") ' / �Itt 310.81 c , O_EX 308.63 ~tX. P.C. 13 1 jG! ' t ,�' 4• 09 _ �; �� Ft�=301.33 (in) ' s'' r' ro _ \ 1 F.L.=2995 17. , 1, ,t , /NV 313. O (W) F.i.=29J25t r 3/20 1 INV 309/ 8 (18" 1 / I rl 1 O i ` �5,r / \ I _ �-�J' 316.6' / rt �3, q $ r•"r ' r p' _ x302.1a_ c . •� �V,•I `\ + t r i I' / t `SEFSTIG TANK'.` ' N Ft TF=306.26 3 ' , TF.-3f -► r 3,�'% \lis, • •\• ` I , /NV=31 D / + \ J3 � r ' � P 6:Shl.H. ^•.._ EX Y.D. , o /� r X3i4.$9 / 1 ( l� 7 0 S i . ' i T.F,=30,.419 ^ �A `A ' •^r.`,, i �i P. 7 0 !1 f '+\ 1. i I .. \a\ c��c. 1 r'I.=• �'JO.O.�i5 ti �F.=326.36 J f ' 0 IIIO� \�� r r t ��. �i� � Q5 s � V ,2,PG5• ---- ri ; rL.=323.41 / J f rG\Q r 4 FFr X335 3 % ` , J i X315,17 A 4 tJ .F. 15:95 r 0 !/ $tif�' . ' o EC. err y rt 'a� r RP \ T.F.=33S89 ^ J REPLACE EI'! T. f8" R.C.P. / o L. J2. f ` $� I e n / X31L57 g1 r , ♦ Q R !� F.L.--X4.24 t �/= SMITH 64 8" ADS N-f2 L= f.4 I 2` i \ ,' , ► 0 2.5% r j J 5 �� X 310.37 \e\,' . %,r+ Z R 0 / \� �' , // ♦ `` W- . �` ` ` ' . ` x324.6G ' ` l '4� t \ '�' (TYPE l DBL CLYDCB) ` ` ` #T5.83 , f ' P� O_ 6 tl tie o P I' - , JD.83 (12"ink r w� � •� \ � % ' t � o'� �'�� ;/" nrIen``_ v�, xF!\ \�yf'LG` \ \ `� % \t / j! s� � t ir 1 i tt r' I t t t \ ' .` 't\� � + . "�\ \, � \ ` ` \` .`� ` \`� •\. \` ,t \ (N ••= �315.75 (Tf.F8."- R3\.1C9..P5.0)=316.29 ^.g TF=E_X3.1Y.D. 78 _• r' tF`.t�Ytc`ty'` \tJ.13 (f5o4u.t�)0 / rs. ' /WIJ . J'r '�`\��✓ r ; t'Qt frrI Jni+ J/// . . ' ® 1 •0 .M.H. t�oc� o• I •%° . `:No. ' /NY/! ', ' 3/a35' I ,J , / FIELD /TEOLDS FT /YA.D.S) .L=31266'�6"PVC 0 2.07 TF=310.50Y.VEXST 73,06 SPRINKLER DRAIN (S /NV=305.51 f1 1D4 /50' P.C.B. 14rX 16, 310 =09.52/ /30�82=31890 V-31TF0Jlg") 16c 4X I 307.72 (18iVX331,61 15 TF=308.60W X308.42 h=JUtU6 (24') FL.=304.95 (12"1n) // ' /O ♦ ./ �F/ �/ �` / / / /�►/ -^r t J r , , / `' ^•.•,,, „� .� ^` - - QQ0 r _ F.L.=305.25 (bin) tr r,0,�qJJ ¢ �y j .� / /' r /�► / ; , , . , tr/8"in &o tJ� U i 9L,-,10495 05"out) �t5 R• 3 " Q�$� �\ r r i' r. ,' X340,70 RELOCATED X�3'4,40 ' `^ �. \ ` `` \ ` 40�2®169"-12 ;1 4 .. ,r t i e�S / �yA ,i6� / 30909 'i ,%'' PORTABLE X340.84 . , I , f , }} , �o .� o / Y I , , , •� CLASSROOMS YD., M ' t �VT 1 ` 0�06 cn Fit O v Y0 ` PHASE 1A p`� ! % '✓,mod' \ _ ` ,i t . ` , \ \ T.F.=315.00 X309.OtiJt J ;( , \ t \ v /N�a5�25 (24 �+ ® N 2 , r % t ', w i T.F.=310.50 ` / ,� t \N r J t 5 r - _ cr °., INV -307.27 / t \ ` �� r t ' �, • 18" R.ICP. \ ^ ® < O 1 3 , } O�P4� / 11E IN ALL 2"x 4" ALUM. ROOF LEADERS X337.04 TO PORARY PVC DRAINAGE LINES- I0 X300..1 PHAS 1A SEE DETAIL , '''� _ 300 � � / r , �` ' '"•,, ` ` P C 16 7/E--/N EXIS7NG 6" CLAY ♦ !' �' / f r / , - `". =310. / O _ � 04.25 / ' � ` X -� � O'•. '\ TILE DRAIN TO PROPOSED 1 \ ( } r I CURTAIN DRAIN ' A 1 °t X339.72 ` ` ` ` ` t r X� t 61 (A!V=305.2 5'J ' b .r /NV=295.00 p , ' . ,' ,+ rX287.54 I t _ / r ; ' ,�% ,' r 6e oRNOTE.;, SEE DWG. PR/L-1 FO x299o5 X342,66 \ 1 ' P.C.B. 1 ` I �5� `• X303.14 ` Ez� e X300.32 r ' ` f ` \ 'rr t7 t YARD DR /N 't + v, o ., o�Peo ' PHASE 1A GRADIN ATr - - Pc. \ , 2216 �, =` T3 =3r 6 \ "c drty I' ,` ���e PORTABLE CLAS 004 AREA,' t T.F.=3 >. t �• \ -^d" � r 0 /N O�'�5 30" t ® ,5�. { 9 I � . / \ •. �. / . r v • , 1""• ` � / � PROPOSED 10' 1t?DE \ t ` t NV=3 .35 + ,G _ ( ) t \ \ O''• ti 1'LING��'{ t � ; � � \ •, \ GRA I/£L ACCESS OR/IE ! ' J $ Y,333.76 714 � ` w y � � t I ••. C / \- t O ` I ERMANENT/ ` (SEE DETAIL) �Y S7WE F/L7ER , X301, $\- 'Tm), t \340.5 \ t ` O 4a / t I 0 `� PROPOSED 6" '.2.25j I t r %i \ \ Sr / i �'%� \ CURTAIN DRAIN i 'BET. OUTLET No. 1 \ (SEE DETAIL) TO B L/D X29,917 r / ' / J ,, i i - �� r r r ' , P C.B. 4 \ 17 t r :;� • , h \ y r Zp-1 (SE£�.pETA/L) \ N07E CURTAIN Dfi 4IN E r r I J �f \ ,. ,'• 1) r . \ PE UNDER R/P-R P 0 L , / , X287,04 SED. to. { r,.. , �Ag� i TF.=29f3.25 + r r J %NV=322.15 \ T.=309.66 r' r t ` 7UV=29200 (24" ORIF E�"" \ 0 •• r r ' r t ` I I ` I f ,�� ` • 4 f t ' t, t �_ \, V.'•2 350 (UNDER ORA/N) "'� r ' , -NOTE/ALL CATCH BASfNS AS DEPICTE ON THE PLANS! ' 7 S ! / 1'LAYSCrF !' 1 8 \` ` \ ! /NV.-3 .72 (30) 4t t t r I t I / i r '' r % / ' J� )5• j t t t + \ t ' ' ARE TO BE TYPE "C" UNLESS OTHERWISE NOTE r PCB X3' .7d6 rt� ®1 Y ADS N-f2 t t t \ t j t /.3 6; 4 ' I ! t ,6 CLAY `. __ t r r r r r r , ' r r I X,78,14 X336,592.75 ' t / 1 F. 2 .8 I r r p% O r / /lV17=329.35 J X3 r t r � _ l t J \ , � t O ' r X284 /3 , / t t 30 CC.E. �- ` - ` ' PROPOSEQ 4'H/GH, f�6TE: TkIE SITE CCITRACTOR SHALL REMOVE ANY NND ALL UNSUITABLE MATERIAL I O J , , I Y /iV X280,7 1 - O '� ' UM/T DRIVEWAY CONS7RUC7)ON r (R.r• wovw EX. C t �,F�\ X323.1$ ' ` 1N . O1.00 1 t CHA/N /� K fENCE , r t t . `=_-. O -`'"�- / > ` t ` ` ' ' { ` 1s%••24'R.C.P. WAS 1 , , / , , ENCOUNTEfD DURING COJ>I;R§1CTION OF TFj� DETENTION BAStN AND CONSTRUCTION t ` ` �p SAW33'UT EXIST. PAVEMENT! TF=33 -76 / �9 t•� t t f t u F t i , r r I WCIDENT TO THE DETENTION BASIN. J r F.L.=329.28 /ted) / ' I t O R -f17AP a Affix I t Y.3 , `� / % O �, t 1l E/J Y O/SSIPATO� t- t / X342.43 ' T= ' 0____ � O / 0.6 r t t 25' x IIT, lN7ER E'Dl 7E \'^^ ' - ANY MATERIAL DEEMED UNSUITABLE BY THE ENGINEER, OR ,'fHE TOWN _ +< O O 0 .�- r 't ° I _J \t ` \ . } IP-R�A SEE TAl t 4 �c - v _ - - e'' 1 r ' OF SOU/H WINDSOR HALL BE REMOVED "AND DISPOSED 06 IN A MANNER CONFORMING \ { ,.,`r ( ` 1 � T'24" R... � � - - � ^ � X293.i5 J / � I t 0 ----- o , �y J I 4 \ \ ` i ` ' i - ' ' ....•• ••. _ - ""� 12' W/DE 6107E r r / TO THF� STATE OF GONNECTICUT PUBLIC HEALTH CODE. EXCAVATION OF MATERIAL SHALL X341.75 ) ' tF) fi;Y. C.B. r /i , \ '� \ , t 0 t t I J l - r....... t _................._.. , , ......_...\ ` Ort , / , , t �• • 1 FOOT B bW THE LEVEL OF MATERIAL DEEM NSUITABLE AND REPLACED r 4 X322.84 t \ t t t 04,1 ! ' " I t' _ ..... .............\ 299,i�4.....r -7 • r , ' DEEMED, i 't `. •"' • .••••••• t --•- ............ 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W. 0 510 201 40 80 The / L / A / r n 1 1 ti n t, n 4 Jf I/ a a 9 1 y c ArchitecA re �P klft Erokwhg ConStrtl ft Sentes :Tedmkgy ■ 80 GmWb ry&uWwd cclm = T611910V101�19 y86pp0��651-&!!MT/l( l M a7fR/ � t7!'J/� Drom r12_1l a7ibllT ❑ 28/F&m1 p im A►&w cmvc>w bd Te1(epfios'leW�AW-Its? 7 8W 07-JiJIJ/ esign ofessionais, Inc. Civil Engineers • Planners • Surveyors 165 South Satellite Road, South WhWaor, CT 06074 TeL (860) 291-8755 Fax. (860) 291-8757 PHASE ONE Additions f Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT 06074 SDE Project No. 132-066E m7.4w mm/y kamd f01- She Grading Plan (south) Date 5112197 95040.00 Dmft #.Ww E The ftDt txM I I I -1P M168 F 4144 TECHm �--, LAB ED tl MIA ITFR MAR 30D TECN ED I _ LAB 11f 112 1 05 SF 695 SIF -14 P s 965 SF -19 ° J 50 ° 50 sL ,�03 50 14 1 ts8 701 6 / 62 4L 43 38 3 6 i rcnrc NT' •� 1 • i •� MECH. ,� I *. I I . MAINT. ! Wt Fn T ocKIRRM. L_ 300 =2P not BLDG. MAINT. DG. MINT. BLDG. MAINT. 11 W001( ROOM WORK ROOM STORAGE J103 J104 BLDG. MA1NT. 250 SF BATHR0011 - 3 P not 164 2! 270 =3P -3P UNEXCAVATED -3P 0 0 0 o I I 0 0 0 0 292'-4" 0 0 I� 3 0 0 213 - - ° • STAIR I /2 COMPUTER LA9 1I4 STAIR E n,� I (IX1� ART RM , - i t21 166 SEI =1P° ' _L I SE 50 -19P 203 213 I 20 STORAGE ❑ 10 ❑ O u I 0"E _ 1, 1 ®® 168 NPA• 1841SF -5P BOILER ,D UNEXCAVATED I I L--� X5 SF 1P - ELEC. CLOS I to MS-1 P MECHANICAL I 3� to4 124S -1P sea UNEXCAVATED I L- - - - i = == - = = == = =- I if I -J 11 r L, I I I I Ir_J I I I I BUILDING INFORMATION FORM ; I I I TOTAL FACILITY AREA I I I 115,310 ! NEWEXISTING i + 104,048 TOTAL I = 219,358 SF EXISTING BUILDING - 'El L---- J MIXE; USE: E - EDUCATIONAL 1. USE GROUP CLASSIFICATION BOCA (302.1-313.0) A-3 ASSEMBLY 2. CONSTRUCTION TYPE MINIMUM TYPE OF CONSTRUCTION REQUIRED (401.3) 2C OR 3B ACTUAL TYPE OF CONSTRUCTION PROVIDED 2C - EXISTING / 2C NEW ADDITIONS 3. BUILDING HEIGHT: BUILDING HEIGHT STORY/FEET 2 ALLOWABLE BLDG. HEIGHT STORY/FET. (TABLE 501, SECT.503.0) 35 / 50' STORIES ABOVE GRADE TO EXISTING NEW FLR TOTAL 4. BUILDING AREA GROSS BUILDING AREA: (PER FLOOR) UPPER LEVEL 32,355 + 2,100 = 34,455 BOCA (501.0-503.0) MAIN LEVEL 44,100 + 5,300 = 49,400 (SEE DWG. R902 FOR BLDG AREA DIAGRAMS) LOWER LEVEL 29,455 + 2,000 = 31,455 (ALL EXISTING BLDG AREAS TO BE RENOVATED) EXISTING BLDG. TOTAL 105,910 + 9,400 = 115,310 5. AREA TABULATIONS 6. MIXED USES (313.0) LOWER LEVEL OPEN PERIMETER N 0' E 30' W 60' S - _ 310' SEPARATED USES YES LOWER FLOOR LEVEL 985 400 ACTUAL FLOOR AREA: I USE A-3 = 6,495 SQ. FT. I PERIMETER Fr. OPEN PERIM. FT.I USE E = 27,950 SQ. FT. % OPEN PERIM. _ (OPEN PERM./PERIM.) 407.1 i AL - - -- - -- % TAB. AREA INCREASE--2x (% OPEN PERIM__ 257)) 307 i �LOle �ABLeE xFcL00R�AREAFact�) USE EUSE_3 = 47,520 SQ. FT. % OF ALLOWABLE TABULAR AREA (TABLE sot) T 100% % REDUCTION FOR HEIGHT (TABLE 501.4) - % NA I j ACTUAL FLOOR AREA: I ALLOWABLE FLOOR AREA: 6,495 27,720 27,950 .82 + _ I 47,520 I j % INCREASE FOR OPEN PERIMETER (502.2) + % 30 I I 3) - (A .23 (` 1.0 Req) I (E) . 59 %INCREASE FOR COMPLETE SUPPRESSION (sOz.3} + % 200 ; ______.__.-__._____-______-.___-__ __-____ + ^-__, I TOTAL PERCENTAGE FACTOR = % I 330 i SEPARATED USES YES MAIN FLOOR LEVEL I CONVERSION FACTOR (7 FACTOR / too) 3.30 j I ACTUAL FLOOR AREA: USE A-3 I = 10,025 SQ. r 1 i I USE E 39,375 SQ. FT. ; MAIN AND UPPER LEVELS r - -- ------------- > _ --- - --- - OPEN PERIMETER N 350 E 50 W 235 S --.-, i 295 ; I ALLOWABLE FLOOR AREA USE A-3 35,448 SQ. FT. I (Noble 501 Area x Conversion Factor) USE E = 60,768 SQ. FT. ! PERIMETER 1,075 FT. OPEN PERIM. 930 FL i % OPEN PERIM. _ (OPEN PERIM./PERIM.) 86% ACTUAL FLOOR AREA: 10,025 39,375 + _ -93 %TAB. AREA INCREASE 2x OPEN PERIM.- 257) = i 22% ! ALLOWABLE FLOOR AREA: 35A48 60,768 (< 1.0 Req.) ; (7. t.-'------••-----------------------------------------------_ -1 ` (A-3) .28 (E) .65 i % OF ALLOWABLE TABULAR AREA (TABLE Sol) 1007. USES NO UPPER FLOOR LEVEL '% REDUCTION FOR HEIGHT (raeLE 501.4) - % NA I SEPARATED %INCREASE FOR OPEN PERIMETER (502.2) + % 122 I I ACTUAL FLOOR AREA: USE E = I 31,455 SQ. FT. % INCREASE FOR COMPLETE SUPPRESSION (6p2.3) + % 200 I I USE = SQ. FT. TOTAL PERCENTAGE FACTOR = % 428 I 1 I ALLOWABLE FLOOR AREA USE E = 60,768 SQ. FT. I CONVERSION FACTOR (7, FACTOR / 100) 4.22 ! I (Table 501 Area x Conversion Factor) USE = c SQ. FT. 1 ACTUAL FLOOR AREA: + 31,455 - 52 60,768 C) ACTUAL FLOOR AREA: (SEE SLOG AREAS ON DWG R102)) ALLOWABLE FLOOR AREA: i (< 1.0 Rao.) a) ADJUSTED TABULAR AREA: b) ALLOWABLE BUILDING AREA PER FLOOR: (ACTUAL FLOOR AREA/CONVERSION FACTOR) (CONVERSION FACTOR X TABULAR AREA) LOWER FLOOR A-3: (8400 SF / 3.30 } = 2,545 SO. FT. LOWER FLOOR A-3: (3.30 X 8400 SF) = 27,720 SO. FT. E: (14,400 SF / 3.30) = 4,364 SQ. FT. E: (3.30 x 14,400 SF) = 47,520 SO. FT. MAIN & UPPER FLOOR MAIN & UPPER FLOOR A_ 3: (8400 SF / 4.22) = 1,990 SQ. FT. A-3: (4.22 x 8400 SF) = 35,448 SO. FT. E: (14,400 SF / 4.22) = 3,412 SQ. FT. E: (4.22 x 14,400 SF) = 60,768 SQ. FT. 7. OCCUPANCY LOAD DESIGN TOTAL FOR EACH FLOOR UPPER LEVEL 808 EXIT CAPACITY PER FLOOR UPPER LEVEL 1028 MAIN LEVEL 2112 MAIN LEVEL 3450 LOWER LEVEL 854 LOWER LEVEL 2326 DESIGN TOTAL FOR BUILDING = 3774 EXIT CAPACITY FOR BLDG. = 6804 ACTUAL PROJECTED ENROLLMENT TOTAL FOR BUILDING (EDO49) 1200 PUPILS + 150 STAFF r-n L _ J 60 U aLi i r 168 GAaS d.00KER ROOM to CORRIDOR ,° O 0 r• r j i • 1• i5.}p 9G ■ ry1� 3?, Jr ar., 07 p yp QQ 9192. � •y„ �■ ark'-, p•,7III, �� ■ !.R 00 an �1 o0 :r I I 959 SF P RM. 2 I I VISUAL ARTS CLASSROOM `VISUTARTS CLASSROOM _WRT t22 I ! I ! 123 124 33SF -1P I 959 i 50� =1gP -1P 300 19 � I�I9 ! I � ICAIIR'll 20 i6 PAP �,, A68 �168 II , 114 'I F Boys TOILET r' I 36 t05 I I 6480 SF ATH I T10 I I 08 I I Da SF 1 100 -1 P I EXIST. GYM I I GYMNASIUM A114 1 P I o 63' TORAH SIO I • I 1 I 28' 584'-10" 280'-b" 300 SF = 6 P 50 207 SF 300 - P RE12] 13 NSF 27�1 NUTRITION lA8 / 879 SF - 44P 20220 L1usG LIBRARY 926 sF - �P .32P2SSROOM SF ., 3P DS_W_ PMENT CU54t0011 NUTRITION LAB / CLASSROOM FOOD STORAGE SEWN SMALL ENSEMBLE KEYBOARD LAB ltk��sdd� ���ddd GENERAL MUSIC RECORDER _ -1�� " 131 I iv '-�� 124 I �1 f1AS5R01Y1 CLASSROOM (lASS400Y - IUr 141 142 143 CLASSROOM I44 ENSEMBLE 145 171 %SFr ®i rdsm 10 178 1 - - - - - - F336i­I HEALTH 336 I CLASSROOM I 720 SF : 36 P I; 20 ! 36 - 432P 168 1 i; t68 300 -2P -�. VISUAL ARTS GYM I' STORAGE STORAGE I sloe sto9 235 F168 I300'1 P 1 1 ' C [MR LL-- -- I. 2 19 „ I ,20 I BLEACHER CAPACITY 40 P 2 t68 & TEAMS, ETC. 50 33 ' POSTED OCCUPANT LOAD 450P CENTER 2t I 13G 336 1 168 321P iTH I 109 � I I p 08 FlJTLESS PHrs I -1 P ICo in A 168 t37 OFFICE 1 tt I I 0 I---------336 1- 12 H63 + 338 LOCKER ROOM OCCUPANT LOAD sraR A = APPROX. 1130 SF =20 SF/P = 56 P - 63 DESIGN/PROGRAM LOAD = 60 P 260 r� rJ I L_J NEW BUILDING -:'N' UNEXCAVATED 336 600 SF 168 STAIR 8 STORAGE �0018 SILO 188 II 1y11 LI 1 TT ❑ I I Al IF I '1Qs•7 I •� • GC •ram � °�+ +, i ► � + . +. � �, z z �:. ------- --- - ' '1 1 t 1 -------- ----- - , Q® I �nr \ 1 300 - 300 / 442 SF - 2P I 356 I � I 356 ----------------- 2Q604SE/.7P I iori>rE°L STAGE 522 \\ � UPPER SECTION SEATS 13 EXIT AT MAIN FLOOR L V L AU OPoUM 125 00 o 2156 SF -144P - - - - - - -- -' - 15 o 1122' 18 319 SEATS EXIT - �1 \ STORAGE f 84' INSrn®a FRONT ROW EXITS AT THIS LEVEL I BAND AT THIS LEVEL r -� 7 3655 - 522P \ ENSEMBLE ROOM 13 �Z I _ � REGULAR STAGE I \ i _ 8 80 I 0 w 1 178 I------------- 78 0 I ► BACK STAGE 0 INSTk THIS AREA IS UNEXCAVATED I 134 168 UNEXCAVATED STORAGE I48 I 0 1 1s8 t3 4 ❑ : i. 1 ❑ ❑ ❑ ❑ r-M STAIR D ,�S�R A�aarro[ 001D � Pil UNEXCAVATED 8 STAIR ------- I ; � JJI I I I I �'l I I I I L----_----__1Z-___-____---C1_-______---SL_____-----_II��1 �� I L______---_-L1__-_--___--- ----------- L---------------------------------------------------., IJ // L__-____--_ / MIXED USE: E - EDUCATIONAL 1. USE GROUP CLASSIFICATION BDCA (302.1-313.0) A-3 ASSEMBLY, A-1 ASSEMBLY 2. CONSTRUCTION TYPE MINIMUM TYPE OF CONSTRUCTION REQUIRED (401.3) 2C OR 3B ACTUAL TYPE OF CONSTRUCTION PROVIDED 2C - NEW ADDITION 3. BUILDING HEIGHT: (TABLE 501, SECT.503.0) BUILDING HEIGHT STORY/FEET 3 ALLOWABLE BLDG. HEIGHT STORY/FEET SECT. 35 / 50' STORIES ABOVE GRADE THREE 4. BUILDING AREA GROSS BUILDING AREA: (PER FLOOR) UPPER LEVEL 23,420 BOCA (501.0-503.0) MAIN LEVEL 46,652 (SEE DWG. R902 FOR BLDG AREA DIAGRAMS) LOWER LEVEL 33,976 (ALL AREAS ARE NEW CONSTRUCTION) NEW BLDG. TOTAL 104,048 5. AREA TABULATIONS 6. MIXED USES (313.0) LOWER LEVEL OPEN PERIMETER N 0' E 110' W 15' S 290'i i SEPARATED USES YES LOWER FLOOR LEVEL - II I PERIMETER 875 FT. OPEN PERIM. 4i5 FT.: ACTUAL FLOOR AREA: USE - _ - SQ. FT. j % OPEN PERIM. _ (OPEN PERUJ./PERIM•) 47% I I` USE A-3 = 6,156 SO. FT. % TAB. AREA INCREASE 2x (% OPEN PERIM.- 25%) = 44% -- -- --- --' -_- - -'-' -'- __ ] ! E USE = 17,264 SO. FT. % OF ALLOWABLE TABULAR AREA (TABLE sot) 100% ALLOWABLE FLOOR AREA USE - _ - SQ. FT. % REDUCTION FOR HEIGHT (TABLE 501.4) - % -20 i j (Table 501 Area X Comersion Factor) USE A-3 = 27,216 SQ. FT. % INCREASE FOR OPEN PERIMETER (5022) + % 44 I ! USE E = 46,656 SO. FT. I % INCREASE FOR COMPLETE SUPPRESSION p2.3) + % 200 I i ACTUAL FLOOR AREA: - 6,156 17,264 TOTAL PERCENTAGE FACTOR = % 324 ALLOWABLE FLOOR AREA: + 27,216 + 46,656 60 CONVERSION FACTOR (% FACTOR / TOO) 3.24 i - (A-3) .23 (E) .37 ("'° Rea.) AND UPPER LEVELS SEPARATED USES NO MAIN FLOOR LEVEL _MAIN i OPEN PERIMETER N 290' E 200' W 50' S 290' 1 1 1 i ACTUAL FLOOR AREA: USE A-i = 12,512 SQ. FT. I PERIMETER 975 FT. OPEN PERIM. 830 FT. I I E USE = 34,140 I SQ. FT. OPEN PERIM. _ (OPEN PERIM./PERIM.) 85% i 1 i ALLOWABLE FLOOR AREA USE A-1 = 33,600 SO. FT. ! % TAB. AREA INCREASE 2x (% OPEN PERIM.- 2! = 120% I �.._.-_-- -------•---.--------.._-.---_--------------------------_-•_-__1 I I (Table 501 Area X Conversion Factor) USE E I = 57,600 SQ. FT. i OF ALLOWABLE TABULAR AREA (TABLE 5o1) 100% ; 1 ACTUAL FLOOR AREA: 12,512 34,140 + - 96 I % REDUCTION FOR HEIGHT (TABLE 501.4) - % -20 1 ALLOWABLE FLOOR AREA: 33.600 57,600 (<,o Req) 1 % INCREASE FOR OPEN PERIMETER (502.2) + % 120 i ' (A-i) .37 (E) .59 % INCREASE FOR COMPLETE SUPPRESSION (502.3) + % 200 I SEPARATED USES NO UPPER FLOOR LEVEL TOTAL PERCENTAGE FACTOR = % 400 i E 33,976 SQ FT CONVERSION FACTOR (% FACTOR / 100) 4.00 ACTUAL FLOOR AREA: USE ---- - ------ --' -- :--- ---'- - '------... -- -1 i USE - SQ. FT. c) ACTUAL FLOOR AREA: (SEE BLDG AREAS ON DWG R102)) I ALLOWABLE FLOOR AREA USE E = 57,600 SQ. FT. I i (Table 501 Area X Conversion Factor) USE - SO. FT. ACTUAL FLOOR AREA: 33,976 + - 59 i 57,600 ALLOWABLE FLOOR AREA: I 1.0 Req.) I a) ADJUSTED TABULAR AREA: b) ALLOWABLE BUILDING AREA PER FLOOR: (ACTUAL FLOOR AREA/CONVERSION FACTOR) (CONVERSION FACTOR X TABULAR AREA) LOWER FLOOR LOWER FLOOR A-1: (8400 SF / 3.24) = 2,593 SO. FT. A-1: (3.24 x 8400 SF) = 27,216 SQ. FT. A-3: (8400 SF / 3.24) = 2,593 SO. FT. A-3: (3.24 x 8400 SF) = 27,216 SQ. FT. E: (14,400 SF / 3.24) = 4,444 SQ. FT. E: (3.24 x 14,400 SF) = 46,656 SQ. FT. MAIN & UPPER FLOORS MAW & UPPER FLOORS A-1: (8400 SF / 4.00) = 2,100 SO. FT. A-1: (4.0 x 8400 SF) = 33,600 SO. FT. A-3: (8400 SF / 4,00) = 2,100 SQ. FT. A-3: (4.0 x 8400 SF) = 33,600 SQ. FT. E: (14,400 SF / 4.00) = 3,600 SQ. FT. E: (4.0 x 14,400 SF) = 57,600 SQ. FT. 7. OCCUPANT LOAD DESIGN TOTAL FOR EACH FLOOR UPPER LEVEL 834 EXIT CAPACITY PER FLOOR UPPER LEVEL 1384 MAIN LEVEL 1084 MAIN LEVEL 2096 LOWER LEVEL 1502 LOWER LEVEL 2126 DESIGN TOTAL FOR BUILDING = 3420 EXIT CAPACITY FOR BLDG. = 5606 ACTUAL PROJECTED ENROLLMENT TOTAL FOR BUILDING (Eo049) 1200 PUPILS + 150 STAFF 2 336 - 21 3 NEW GYM 168' i GENERAL BUILDING INFORMATION 8, FIRE RESISTANT RATING OF STRUCTURAL ELEMENTS (TABLE 401) REFER TO CONSTRUCTION DOCUMENTS FOR THE FOLLOWING. TYPE 2C CONNT. a. EXTERIOR WALLS: LOAD BEARING (906.2) 0 HR(S) NON -LOAD BEARING (906.2) 0 HR(S) b. FIRE WALLS & PARTY WALLS 2 HR(S) c. FIRE SEPARATION ASSEMBLIES (SECTION 313.0) 2 HR(S) d. SMOKE BARRIERS NA HR(S) e. FIRE ENCLOSURES OF EXITS,EXIT HALLWAYS, & STAIRWAYS 1 HR(S) f. SHAFT,ELEVATOR, & HOISTWAYS 4 STORIES 915.3 1 HR(S) g. EXIT ACCESS CORRIDORS (TABLE 810.4) 0 HR(S) h. SEPARATIONS: TENANT SPACES NA HR(S) DWELLING UNITS NA HR(S) OTHER NON -BEARING (SEE FIRE SAFETY PLAN) NA HR(S) i. INTERIOR BEARING WALLS & COLUMNS: SUPPORTING MORE THAN ONE FLOOR 0 HR(S) SUPPORTING ONE FLOOR OR ROOF ONLY O HR(S) j. STRUCTURAL MEMBERS SUPPORTING WALL (NOT LESS THAN RATING OF WALL SUPPORTED) 0 HR(S) - (,�'Lo AT AIRS k. FLOOR CONSTRUCTION INCLUDING BEAMS 0 HR(S) I. ROOF CONSTRUCTION 15' OR LESS 0 HR(S) >15' TO a0' 0 HR(S) 20' IX2 MORE 0 HR(S) 9. MODIFICATIONS a) EXISNNG/APPROVED O b) OUTSTANDING (NOT YET APPROVED) I = PLUMBING FIXTURE COUNT 2 = FIRE WALL SUPPORT CLIPS 10. ACCESSIBLE BUILDING DESIGNATED X NON -DESIGNATED 11. MINIMUM PLUMBING FIXTURE COUNT (P1202) W/C REQUIRED 36 PROVIDED 104 91 WC + 26/2 URINALS) LAVS REWIRED 30 PROMDED 78 D/F REWIRED 15 PROVIDED 19 REWIRED NO. BASED ON ACTUAL OCCUPANT LOAD OF 1950 NOT CODE EGRESS LOAD OF 7194 OCCUPANTS CODE MODIFICATION IN PROGRESS 12. CODES TO WHICH THIS PROJECT WAS DESIGNED STATE BUIDLDING CODE W/SUPPLEMENT(S) DATED 1990 BOCA W/ 92 BOCA SUPPL & 94 CT SUPPL. STATE FIRE CODE W/SUPPLEMENT(S) DATED 1991 NFPA 101 W/ 94 CT SUPPL. STATE HEALTH CODE DATED 1992 OSHA DATED 1988 SECTION 504 DATED 1988 OTHER DATED NA Cam' =0 =0 I= FIRE SAFETY LEGEND NOTES: 1. REFER TO FLOOR PLANS AND WALL PARTITION TYPES ( DRAWING A301 ) FOR SPECIFIC PARTITION DETAILS AND LOCATIONS 2. ALL SMOKE PROOF WALLS SHALL BE SEALED W/ APPROPRIATE FIRE SAFING INSTALLATION TO SEAL WALL TO DECK. ROOM OCCUPANT LOAD -AREA IN SQ. FT. 9500 SF 300 OCCUPANT LOAD FACTOR (BOCA TABLE 806.1.2) EXIT CAPACITY 168 ACTUAL LOAD 168 EXIT CAPACITY DIRECTION OF TRAVEL_ 15 WITH ACCUMULATED OCCUPANT LOAD MAXIMUM TRAVEL DISTANCE ~ - 2' - -' FROM FURTHEST POINT (200 FT ALLOWED w FP) F&I ACCESSIBLE AREA OR EXIT 11111111111111111t11 SMOKE RESISTANT CONSTRUCTION - - ® 1 HR. RATED PARTITION AND SMOKE BARRIER TIGHT TO DECK ABOVE - - - - 2 HR. RATED PARTITION AND SMOKE BARRIER TIGHT TO DECK ABOVE - - - 1 HR. FIRE SEPARATION ASSEMBLY 2 HR. FIRE WALL EDITOR'S NOTE: PARTITION TERMINOLOGY USED IS BASED ON BOCA TERMINOLOGY. REFER TO BOCA SECTIONS 301.0 (92 BOCA SUPPLEMENT), 907.0, 909.0, 910.0 AND 911.0 (1990 BOCA) FOR EXPLANATIONS. SHAFT NOTE: ALL DUCT SHAFTS AND MECHANICAL CHASES ARE TO BE ONE HOUR RATTED PARTITION CONSTRUCTION. RATING NOT SHOWN ON PLAN FOR CLARITY. AREA OF REFUGE NOTE: HATCHED AREA AT STAIR LANDINGS INDICATES AN ACCESSIBLE AREA OF REFUGE. PARTITION CONSTRUCTION. RATING NOT SHOWN ON PLAN FOR CLARITY. is r S1 LIAIM rnllah ■ 80 Gesfonlwry Bordevard C�aSlonbwy CdVX)eCIICUI 06033-4415 Tdlepilone 860 69-8077 Fax 860 657-391 n r a f l v P Architecture Planning Interiors Engineering Landscape Construction Services Technology ❑ 281 Farn?i7Ybn Avenue Farnlingfon Co mc6C(d 06032--1960 Telephone 860 657-8017 Fax 860 677-W7 Additions &Renovations to TIMOTHY �DWARUS MIDDLE SCHOOL E T00 Arnoid W8Y South' Windsor, CT 060law a 14 SDE Project No. 132w066E EXISTING CONSTRUCnON NEW CONSTRUCTION E- --------T----------� 1 SECTION A SECTION B SECTION C LOWER LEVEL NORTH Ivey Plan Number M/D/Y Issued For LOWER LEVEL FIRE SAFETY PLAN Date 06109197 Scale /Prof Number 95040.00 Drawing Number tf 7® The R L A I M 572'-10" �'1 �3i',' A-3 SF //F EXISTING BUILDING' E' E = 27,950 SF EXIST. GYM A-3 = 6,495 SF FLOOR TOTAL = 34,455 SF E E E A-3 11 A-1 I 14: CNED TO MAN LEVEL 3.000 SF 12.512 SF NEW BUILDING' N' E = 17,264 SF NEW GYM A-3 = 3,156 SF BAND ROOM A-3 = 3.000 SF FLOOR TOTAL = 23,420 SF LOWER FLOOR LEVEL 1 HR RATED FIRE SEPARATION ZFIRE HR RATED ASSEMBLY/PARTMON (TYPICAL AT MIXED USE) WALL / Lazo 6.460 SF i E EXISTING BUILDING ' E ' E = 39,375 SF GYICT (`A= A-� = 1n n0ti SG FLOOR TOTAL = 49,400 SF E E W I iBE Wi AREA COUNTED AT THIS FLOOR INCLUDES ADDITIONAL AREA FROM LOVkR LEVEL 20 SF 2."0 SF B.fiDD SF _ E E NEW BUILDING' N' E=34,140SF AUDITORIUM A-1=12,512 SF FLOOR TOTAL = 46,652 SF MAIN FLOOR LEVEL N E BELOW N `; 'I BE W / 1,420 6.460 SF EXISTING BUILDING' E' E = 31,455 SF FLOOR TOTAL = 31,455 SF E 1BE Wi BELO r2.670 SF _ -6.600 SF h NEW BUILDING' N' E = 33,976 SF FLOOR TOTAL = 33,976 SF UPPER FLOOR LEVEL FIRE SAFETY LEGEND NOTES: 1. REFER TO FLOOR PLANS AND WALL PARTITION TYPES ( DRAWING A301 ) FOR SPECIFIC PARTITION DETAILS AND LOCATIONS 2. ALL SMOKE PROOF WALLS SHALL BE SEALED W/ APPROPRIATE FIRE SAFING INSTALLATION TO SEAL WALL TO DECK. ROOM OCCUPANT LOAD 9500 SF AREA IN SO. FT. 300 OCCUPANT LOAD FACTOR (BOCA TABLE 806.1.2) EXIT CAPACITY 168 -- ACTUAL LOAD 168 EXIT CAPACITY DIRECTION OF TRAVEL 15 WITH ACCUMULATED OCCUPANT LOAD MAXIMUM TRAVEL DISTANCE ~ — 2 FROM FURTHEST POINT (200' ALLOWED Ar FP) ® ACCESSIBLE AREA OF' EXIT 1 t1111,1111TT�TT1111 SMOKE RESISTANT CONSTRUCTION ® 1 HR. RATED PARTITI1ON AND SMOKE BARRIER TIGHT TO DECK ABOVE - - - - - - - 2 HR. RATED PARTITION AND SMOKE BARRIER TIGHT TO DECK ABOVE IMMIMIMMIMIM 1 HR. FIRE SEPARATION ASSEMBLY 2 HR. FIRE WALL (BETWEEN BUILDINGS) EDITOR'S NOTE: PARTITION TERMINOLOGY USED IS BASED ON BOCA TERMINOLOGY. REFER TO BOCA SECTIONS 301.0 (92 BOCA SUPPLEMENT), 907.0, 909.0, 910.0 AND, 911.0 (1990 BOCA) FOR EXPLANATIONS. SHAFT NOTE: ALL DUCT SHAFTS AND MECHANICAL CHASES ARE TO BE ONE HOUR RATED PARTITION CONSTRUCTION. RATING NOT SHOWN ON PLAN FOR CLARITY. AREA OF REFUGE NOTE: HATCHED AREA AT STAIR LANDINGS INDICATES AN ACCESSIBLE AREA OF REFUGE JW T T N ■ I %/ C o //a b ora ti ve Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ 80 Glastatw Botdevard El28l FarmiVon Avenue c�aslazy FaaiWon Conneckd 06033-4415 CawecW 06032-1960 Telephone 860 657-8077 Telephone 860 657--8077 Fa 860 65 39i Fax 860 671-6507 Additions l Sono vations to TIMOTHY WARDS M/DDL€ SCH00! 1O0 Arnold Way South Windsor, CT O6074 SDE Project NO. KWAV dt L---EXISTING CONSTRUCTION----7----- - COPJSTRUC- ----� SECTION A ! SECTION D SECTION B SECTION C MAIN LEVEL NORTH Ke y Plan Number M/D/Y Issued For MAIN LEVEL FIRE SAFETY PLAN Date 06109197 Scale in _ 2 0 1_O n /Prof Number 95040.00 Drawing Number R102 r c C c C c u C R The C-" ,A„ FIRE SAFETY LEGEND NOTES: 1. REFER TO FLOOR PLANS AND WALL PARTITION TYPES ( DRAWING A301 } FOR SPECIFIC PARTITION DETAILS AND LOCATIONS 2. ALL SMOKE PROOF WALLS SHALL BE SEALED W/ APPROPRIATE FIRE SAFING INSTALLATION TO SEAL WALL TO DECK. ROOM OCCUPANT LOAD 9500 SF ~ AREA IN SQ. FT. 300 OCCUPANT LOAD FACTOR (BOCA TABLE 806.1.2) EXIT CAPACITY 168 — ACTUAL LOAD 168 EXIT CAPACITY DIRECTION OF TRAVEL -- 15 WITH ACCUMULATED OCCUPANT LOAD MAXIMUM TRAVEL DISTANCE 0— — 2'- FROM FURTHEST POINT (200' ALLOWED 1N FP) 161 ACCESSIBLE AREA OR EXIT 1111f<<1111111111i 1 SMOKE RESISTANT CONSTRUCTION 1 HR. RATED PARTITION AND SMOKE BARRIER TIGHT TO DECK ABOVE - - - _ - - - 2 HR. RATED PARTITION AND SMOKE BARRIER TIGHT TO DECK ABOVE - - - o - - 1 HR. FIRE SEPARATION ASSEMBLY I - I v I _ 2 HR. FIRE WALL (BETWEEN BUILDINGS) EDITOR'S NOTE: PARTITION TERMINOLOGY USED IS BASED ON BOCA TERMINOLOGY. REFER TO BOCA SECTIONS 301.0 (92 BOCA SUPPLEMENT), 907.0, 909.0, 910.0 AND 911.0 (1990 BOCA) FOR EXPLANATIONS. SHAFT NOTE: ALL DUCT SHAFTS AND MECHANICAL CHASES ARE TO BE ONE HOUR RATED PARTITION CONSTRUCTION. RATING NOT SHOWN ON PLAN FOR CLARITY. AREA OF REFUGE NOTE: HATCHED AREA AT STAIR LANDINGS INDICATES AN ACCESSIBLE AREA OF REFUGE / L / A / M rn ll a h n r g t i v P v v r IT u iv v I u r 71 v Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ 80 Gastonbury Bodevard ❑ 281 Farmvxiton Avenue Gastanbruy Farmington Connecticut 06033--4415 Connedcut 06032-1960 Telephone 860 657-8077 Telephone 860 657-8077 Fax 860 657--391 Fax 860 677-6507 Additions & Renovations to TIMOTHY MMULt qX;HUUL 100 Arnold Way South Windsor, CT 06074 SDE Project No. 132-066E __EXISTING CONSTRUCTION- NEW CONSTRUCTION I SECTION A SECTION B UPPER LEVEL SECTION C Av�p NORTH Key plan Number M/D/Y Issued For UPPER LEVEL FIRE SAFETY PLAN Date Drawing Number 06109197 Scale 1 n = 20'-0" 7® Pr% Number 95040.00 " EX EX EX EX EX EX EX EX EX EX E EX EX EX EX Ex EX IX IX EX IX EX IX EX A A.S B 8.5 C D E F G H H.5 J K L M M.$ N N.1 N.3 P 0 R S T f Q m w W 1 ► I I I I I I I ► ► I I I I' I I I ' I � I I I I I I I I I I I I I I I I I I I 1 ' I I I ► I I I I 1 1 I I I I I I I I I i 11 AI 1 I 1 I I .� 8.02 1 I 8.02 I 8.02 --------------------- , I I I II II I u I I I 1 I I I I----------------------1% �-------- 1.03 1I✓ I I 4.01 I F I F fit F== 8.01 - I j �Exoi _ ;I 11 J/� 1 6.01 EXISTING PIPE TRENCH 6.01 I III PLATE COVER ,II III 01 8.ITO REMAIN �- - - --,I - I 6.01 IL F.�0� j j1IIi 1�I i III I , , EXISTING TOOL CHEST it I I I i I J TI _ LL _ _ u _ LL JJ � I I I !i 4. (�2 III , 9.01 111 TO BE RELOCATED 11 I I II ----- I 1 I I I I I I I I IIF- I, I I I Ex/REdI I I� I III I I , I , I II _ I - - - r nR=J, d.01 I , , 1 .Ol 6.01 , l EX - - - IFI -,- - - - - - - I 11 - - - I I I I I 11.03 Ex/I lII I C`X/� I 1.5 - - - T - - III , II I I I I I IIII I , I I , I I I I II I I I I Ex _ _ _ r-��_ i i ' 10' 1 li i I ii L-, I� I 10.01 I STAIR E Ii -� 10. 1 1 � 01 � ! i Ili I I I I „ - 11 it 4.01 , ; i ALL WALLS I I I I I 11.03 , I II It I I I I , ►, I I, I I 6.01 - 6.01 I II II 4.0 I IIII , 10.01 I►, I I I T 8.0,1 , I it 9.01 ------ --- ---- --J 6I I I I I I II II i I II II , ' , , I I 8.01 I IJ I 1 i II EXISTING TOOL CHEST 6.01 , I I I I .01 < I 1 8.01 1 i II TO BE RELOCA D I 6.O1 I 10.01 I i i , I Ol II I x II 10.01 I II II I . , , , 1 1 6.01 to m i p I( 1 I I 9i II I IIII � I , ' 6.03 r �II� ilI � , � , , I ' 1 . . I 11.03 II II II II p , I nun+-, rt===� ' EX r- I �`, r- ----------�r-tl i _ 1 IPi I1 I 1 L t _ - --- -- _ - - - ° - -- ]- - - -I - - - - - - - -i - - v-'' - - � - - - ti - - - # I ------ - - U , n . EX DF o ' a 1 1 L - II' lf� _ tr---�7---------J I 11 I I l II �\v� / 4.0 Iii' `.� L- I--� 4.01 I a U U U ' 8.01 I i--II---�-- 1 I ------ 11 ------ I I r[]� I 'I e o r---- - -i I I EX/D EX/W I I L J 8.03 8.01 I 8.01 6.01 4.06 4A ' 20 I 1 I ; ' I E_== I I I 8.01 I 10.01 ' ' ' ' ' 1 I -' - FOR EXISTING TRENCH EX/FEC ALTERNATE DRAIN TO REMAIN -------- ------ 31 /77n7 T I' 1 5' I/\TB - - - - - -Ltj - - - - - �I� 1 I I V! I IV 1 I IV A I 4.01 1 I ' I ' I j ; i 1 i ; i _ IIJl' L J. J. J r - L „ I I I ' 9.14 i10.11 1 6 S1 T. G9LA.1Z4ED 203FOR ALTERNATE`-8 02 I 1 i RFI OUT ( I 1 1 1 I f I I 1. 4x - - - - -f- - I - 4 = ORK�ENCH - - - - - - - - - - - - - - - - �I_ _ __�_ ALL r----a _ - I '`_'C \ tr,�l ' 1 - - - - - --� tx - - - - - - I I I I"/ Ex _ _ I 4.1 - - - , - -I I I I I I I I° I I I I Nr- 1 1 I---- _-___ 1 � 408 .02 4.02 SALVAGE AS MUCH WALL OR FLOOR TILE r- s.0a i ; I AS POSSIBLE REUSE IN PATCHING ❑ I ■ I I I I I { I I � I I I _ ; - ; _ 6T 11.06 i i I I . _. 1 - % �I I ' v u iuN nn�.n.�. ' ; 1 -6 6.02 - I Iii 8.01 IIII II • - 1 �0.01 3.08 I 4.02 �fl I 4.02 20 J 4.02 I 11.05 10.05 8.02 FOR F t i.05 I II L _ _-____ __� ALTERNATE I-d I-JF I �LL-I �i I q� u i i 10.05 -j I 8.01 __--- 1II- -----_ - L L_1_, r_ ---__� ---- =9 Z H I I I I I I I I-j -- _ - Ft� o z �� I I III I i � �IJ , I, I ♦ � I - - - - - - - - - - - - - - - - - - - - - - - -_-- - � _- L --- _---�__-___= z EX 1 1 9.ot 1 -1 I tr I I F�F� I I �IFI I I Li o DRYWALL F-IF-I I I Fd -I u r 1I ,', CD 1 4.02 PARTITION 10.05 I 10.05 3.08 i o ► I EX/FEC i 10.05 J V) Iv _ _ _-�_ l - E8 I I I (T III p II �\ III 4.02 4.02 a I III I11 � � _ LJ L.LJ-LIJ_ i l 4.02 w -- _ -... - 11.05 10.05 URB TO REMAIN �� 01 I I N 8.$ I L - - - - - - - = =� ---- ---- I I I I I I I 10.05 I I I I I I 3.03 4.01 I i � I I I I I ' I ' III 1 1 ----- - „ II ll 8.0t �J ii ii 8.01 I 4.02 FEW I ' I U II II --- II _ EX n 4.01 11.05 4.08 4.01 I , 4.01 C-- _ ---- - - - - - - - EX 109 10.9 4.01 I EXIST. FLO R I , I TRENCH TO, REMAIN I I I I I S.o1 I I it Iii .� I - r_J , I I STAIR A i 1 a 1 I I I I I ' I I I i I I I I I I I I I I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - EX - -- 12 - EX REFER TO DWG. AD101B FOR DEMOLITION NOTES -:x I m :3 Q The S1 LIAIM ro ahorgfivP V V ! I M /V V • M �, • • v Architecture Planaing lnterlors Engineering Landscape Construction Services Technology ■ 410 Gsda*uy B xkyard ❑ IvFarmi= Taollaoe M 07 8�r/ TeOZ W W 8077 FaX E60 65l-W F8X $60 617-W a ■ Additions &Renovations to TIMOTHY - E DWARDS I MIDDLE SCHOOL I 100 Arnold .Way South Windsor, CT 06074 SDE Project No. 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION SECTION A SECTION 8 SECTION C LOWER LEVEL vl**�p NORTH Key Plan A(umber M/D/Y /saved For LOWER LEVEL DEMOI/T/ON PLAN I SECTION A Date 06109197 seals 1180 = 1'-on PrOA MX*er 95040.00 Drawkw Number 'I AD101A EX EX EX EX EX EX EX EX EX EX DM EX T U V W T Y Z AA .1 BB B.3 CC I I I I I w�W ( 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 8.02 I I 8.02 I 3.05 I i1 �; _----===--------_---=----===_-----_ --- --_- - -- === _== I I' I I I I III 3.05 1 I II I � I1lhil III ; Till i I 6.01 ; ; 401 ; lit 4.01 I I I I I III I I I I (III 8.01 4.03 h I l i i 1001 i I I i 1001 ' I I 6. 1 ; ; I ; 6.01 -�--� ; �\ - -- - I I HATCF® AREA NWATES COMPLETE I 1 ; Di , ' I I v �; • 6.D1 DEMOLITION OF ALL � I I � �, 'I � � iil I \ ' I - CONCRETE 1 E FLOM SLABS 8.01 I i I, �` - CONCRETE FOIiNDATiON WALLS 4.01 10.01 - CONi�E FOOTINGS L I I -------- 4.01 - STEEL COLIJ�RVS AND BEAiUIS - - I ' ■ j rr-��u�r- �� r i--� rr,-I�-r� ' i i n /, it-- -Ir-- 11 1 1 1 Il ll &L- li 8.01 1 ==� e== ' 8.01 iILJW�i'�u1; i i l i , ICJ L JI , \ IL IL JI I , , ,�_ _ -�1 , I - STEEL STAR AS'SBABLY� - - ; I I I � _ L- -� _ _ _ L_ _J i I' O ,I---11-_---11 ---J II -- II / ' ' I I I i 71 - J ---------------------------- r�C�j `\ 111 ----------- li �� I ---------I- T_ I ------------ no,I II / i t I I I - - - - - - - - - - - - - - - 10.01 <\ 8 01 I ' 4.01 3 i EX. FLR EXP JT. Ex/FE I =_ ----------- --- --- - - - - - - - - - - r� I - --------- - - - --, 8.02 DF , III IIII EXISTING TR NSFER GRILLE AND DUCTW RK =__� I 6.01 ' REMOVED B MECHANICAL CONTRACTOR 8,01 ,' I ' MASON TO 1 STALL NEW 8" CMU tDEMO WALL AS I I TO BLOCK UP OPENING. i i ;� REQ. FOR NEW PLUM ING I �� I I I I , i F }, 10.01 I I 1-71l�1� LJ I I �• �, I I I I I I IF 10.01 ' qn iD----------_- _--_- --+-_------_---�--_ 8.02 I I I I I I I i , I I11 I I FPi ' I I I I REMOVE EXISTI G BLEACHERS o I F --J �I 10.011- 771 1 I EEX - _ < - - i I ALL WALLS - o I I F �, I O I_ <i I _ oNzl I_=-_--_\---- -------------- I ------- I --------------- ------ - --_-L_-------_----- - -F RE OVE EXISITNG COILED WAKASSEMBLY ------------------------------------------ ------------------=__ 1p 1II1III1I _ 8.02 AD---------I----G--- ANFLOOR TRACK Imo+ q; I ' I T I IIII I ------------------ ---- -,---- F�i II , I iIl w = EX- _ N ALL WALLS w- "' INOTE: EXISTING GYM FLOOR IS I F, ■ I 12" X 1-1,le MAPLE PARQUET STRIP( 10.04 � I REMOVE EXISTI G BLEACHERS , IF -I 4.01 II F P PI i 1 I I F }t ALL WALLS , I I F -L1 I I=----------- - ---------- 8.01 �\ g.01 `. I C- 1 1/2" DOORS \ III I E - - - - I ° I - - - - I - - - - I .0 I ,F• - --if- - �I I I I I - I HAT -4 ----II i _ I � 1 J I I 5 2 \ I F -- - - - I i .o L RE \ ALLI \ 3.01 , I I (;: "A mfl• r,-�i'iL)�t- GENERAL DEMOLMON NOTES A. REFER TO SPECIFICATIONS, SECTION 02070 - SELECTIVE DEMOLITION, FOR GENERAL PROCEDURES REGARDING J. TYPICAL FOR ALL RENOVATED AREAS, THE FOLLOWING NOTES APPLY UNLESS OTHERWISE NOTED: THE FOLLOWING COORDINATION ITEMS. COORDINATE DEMOLITION AND INSTALLATION OF EACH ITEM WITH THE SCHOOL SCHEDULE AND 1. COORDINATION OF MEANS AND METHODS OF DEMOLITION THE PROPER OFFICIALS. DISPOSE OF ALL DEMOLISHED ITEMS PROPERLY OFF SITE. 2. INTERUPTiONS IN MECHANICAL AND ELECTRICAL SERVICES. 1. REMOVE ALL EXISTING EXTERIOR WINDOWS. 3. COORDINATION OF MATERIALS TO BE SALVAGED AND MATERIAL TO BE DISCARDED. 4. TEMPORARY ENCLOSURES FOR DUST AND WEATHER PROTECTION. 2. REMOVE ALL EXISTING CORRIDOR AND CLASSROOM CEILINGS AND ASSOCIATED ITEMS ENTIRELY INCLUDING WOOD BLIND POCKETS. 3. REMOVE ALL EXISTING CARPETING, PADDING AND ASSOCIATED. MOUNTING MATERIALS. B. DEMOLITION WORK AND NEW CONSTRUCTION WORK IN THE EXISTING BUILDING SHALL BE PHASED. SEE PHASING DRAWINGS AND NOTES AS PREPARED BY THE CONSTRUCTION MAMAGER 4. WHERE FiRE EXTINGUISHER CABINETS ARE TO BE INSTALLED, CAREFULLY REMOVE C. REFER TO DIVISION 15 SPECIFICATION SECTIONS. AND MECHANICAL AND PLUMBING DRAWINGS FOR DEMOLITION OF EXISTING CONSTRUCTION AND/OR FILLER PANELS. COORDINATE WITH NEW CONSTRUCTION. MECHANICAL AND PLUMBING EQUIPMENT AND SYSTEMS. 5. REMOVE EXISTING MISCELANEVUS CLASSROOM ITEMS AND STORE FOR REUSE AS REQUIRED. ITEMS TO INCLUDE BUT NOT LIMITED TO. FLAGS AND ASSOCIATED HARDWARE, PENCIL D. REFER TO DIVISION 16 SPECIFCATiON SEC11ONS AND ELECTRICAL DRAWINGS FOR DEMOLITION OF ELECTRICAL SYSTEMS SHARPENERS, CLOCKS, PROJECTION SCREENS, CEILING FANS, AND ELECTRICAL EQUIPMENT. E. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TO REMAIN AS THE PROPERTY OF THE OWNER K. SALVAGE AS MUCH CERAMIC WALL OR FLOOR TiLE AS POSSIBLE IN DEMOLISHED BATHROOMS OR NOT DISCLAIMED BY THE OWNER PRIOR TO BEGINNING OF DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND REUSE IN AREAS TO BE PATCHED. WITHOUT DAMAGE AND STORED WHERE DIRECTED BY THE OWNER. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED. F. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TO MINIMIZE INTERFERENCE WITH CORRIDORS, HALLS, STAIRS, AND OTHER ADJACENT FACILITIES AND TO AVOID DAMAGE TO SAME. DO NOT CLOSE OR OBSTRUCT TRAFFIC WAYS WITHOUT PERMISSION OF THE OWNER. G. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR FINISH SCHEDULE, ALL PORTIONS OF THE EXISTING BUILDING (INCLUDING FINISHES) DISTURBED BY DEMOLITION OF EXISTING CONSTRUCTION AND/OR INSTALLATION OF NEW CONSTRUCTION, INCLUDING MECHANICAL AND ELECTRICAL WORK, SHALL BE REPAIRED AS REQUIRED TO RETURN THE EXISTING CONSTRUCTION TO ITS ORIGINAL UNDISTURBED CONDITION OR BETTER. H. REMOVE ALL EXf uivG WiALI CONSTRUCTION, MILLWVRK, CQVIPMCNI, CIC, SHOWN DASHED ON It11S DRAWING IN ITS ENTIRETY TO THE EXTENT SHOWN ON THE DRAWINGS. PARTITIONS SHALL BE REMOVED FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISE NOTED. !. EXISTING WALLS INDICATED TO REMAIN ARE FOR PURPOSES OF ECONOMY ONLY CONTRACTOR MAY ASSUME, IF MORE EXPEDIENT FOR CONSTRUCTION AND LESS EXPENSIVE FOR THE OWNER, THAT ADDITIONAL EXISTING CONSTRUCTION MAY BE REMOVED AND REPLACED WITH NEW CONSTRUCTION ACCEPTABLE TO THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. I I DEMOLITION KEY NOTES THE FOLLOWING LIST OF SPECIFIC DEMOLITION NOTES ARE PROVIDED AND KEYNOTED IN PLANS FOR CONTRACTOR'S DCCCDCAIPC AAIr1 PANII/rKlICAIPr TLICQr AIlATrQ Cu AI l or PMMinrnrn PrAIrn AI w Aunlnr n nn.nu,n nLI LI\LIYVL AIYV VVIYYL1YILtYVL. InLJL IVVILJ Jn/ALL OL VVIVJIULRLU VLIVCRAL I14' NATURE AND BINDING ON ALL AREAS WHETHER SPECIFICALLY KEYNOTED ON PLANS OR NOT. 2.01 REMOVE PORTION OF EXISTING BITUMINOUS PAVEMENT AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 9.01 REMOVE EXISTING PARTITION(S) ENTIRELY TO EXTENT SHOWN ON DRAWINGS. SEE SITE DRAWINGS. 9.02 REMOVE PORTION OF EXISTING PARTITION AS INDICATED. MAKE NEAT CUTS BETWEEN FINISHES TO REMAIN AND TO BE REMOVED. COORDINATE WITH NEW CONSTRUCTION. 3.01 REMOVE EXISTING CONCRETE WALLS ENTIRELY. 9.04 REMOVE EXISTING SUSPENDED ACOUSTIC TiLE CEILING IN ITS ENTIRETY. 3,02 REMOVE EXISTING CONCRETE PAD ENTIRELY. 9.05 REMOVE EXISTING DRYWALL CEILING IN ITS ENTIRETY. 3.03 REMOVE EXISTING CONCRETE SLAB ON GRADE IN DESIGNATED AREA. MINMIZE DISTURBANCE TO 9.07 REMOVE EXISTING SOFFIT ENTIRELY. EXISTING WALLS AND SAWCUT EDGES AT PARTS OF SLABS TO REMAIN. 9.08 CAREFULLY REMOVE EXISTING FINISHES FROM WALLS TO REMAIN. 3.04 REMOVE EXISTING CONCRETE SLAB ON METAL DECK, SAWCUT EDGE AT EXISTING SLAB TO REMAIN. 9.09 REMOVE EXISTING WALL FINISHES BACK TO EXPOSE EXISTING MASONRY CONSTRUCTION. 3.05 CUT TOP OF EXISTING CONCRETE FOUNDATION WALL DOWN TO 12" BELOW NEW CONCRETE SLAB. 9.10 REMOVE EXISTING FURRING SYSTEM ENTIRELY. 3.06 CUT TRENCH IN SLAB FOR PIPING TO PLUMBING FIXTURE IN NEW LOCATION 9.11 REMOVE EXISTING FLOOR TILE (BY OTHERS). REF. PLANS FOR FIXTURE LOCATION. REF. PLUMBING PLANS FOR EXTENT AND SIZE OF PIPING. 9.12 REMOVE. EXISTING FLOOR TILE AND REPLACE WITH NEW FLOOR TiLE. EXTENTS SHOWN ON DRAWINGS. 3.07 SAW CUT SLAB FOR NEW CONC. FLOOR PATCH, 9.13 REMOVE TiLE ON EXIST. MOP BASIN, PATCH DAMAGED PORTIONS OF CONC. BASIN 3.08 CAREFULLY REMOVE EXIST. CONC. CURBS AT LOCKERS RETiLE WITH NEW FLOOR TILE PATCH FLOOR TO MATCH FLOOR FINISH. REF. FINISH SCHEDULE 9.14 CAREFULLY REMOVE DAMAGED WALL TILE AT PARTITION LOCATIONS AND REPLACE WITH NEW WALL TILE 3.09 TRENCH FLOOR SLAB TO NEW LOW WALL FOR ELECTRICAL CONDUITS 9.15 REMOVE EXISTING FLOOR TiLE AND SETTING BED. SEE ELECTRICAL DRAWINGS. CUT OUT SLAB FOR NEW CONC. PATCH COAT POURED LEVEL WITH EXIST. SLAB 9.16 REMOVE EXISTING 12" X 12" NON ASBESTOS VCT 4.01 CAREFULLY REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING. COORDINATE WITH NEW CONSTRUCTION TO BE INSTALLED. 10.01 CAREFULLY REMOVE EXISTING CHALK OR TACK BOARDS AND TURN OVER TO OWNER. 4.02 0 REMOVE EXISTING MASONRY E OVE E S TIN G ASO RY WALL IN IT ENTIRETY. L S E E PATCH ALL HOLES IN WALL AFTER REMOVAL. 4,03 RFMnVF FXISTING MASONRY WA114 (NCIIInTNf: mimAnomo To GYTPMT Q41nim nm npeuwnlGc 1n no elAorrl"Iy nrunttr A 11AM"AAI nr n.r r.nrr un ro..••, nn nn.n. n� - - �� �� ��^�••^�••� •� �• •�•• �••�•••�•�• ••••vim• IV.VL. VARLrVLLI RC.mvvC A PORTON Or Int C�IIJIINU U1ALK OR TALK BOARD. REUSE EXISTING TACKEXISTING 4.04 REMOVE EXISTING MASONRY WALL ENTIRELY TO TOP OF EXISTING CONCRETE FOUNDATION WALL. TRIM TO REFRAME EDGES OF NEW SIZE UNIT. 4.05 REMOVE EXISTING 1" SLATE VENEER AND 4" CMU BACKUP WALL. 10.03 CAREFULLY REMOVE EXISTING STORAGE/BOOK SHELVING AND STORE FOR REUSE. 4.06 REMOVE EXISTING CROSS -CORRIDOR GATE ASSEMBLY. INSTALL NEW MASONRY iN RECESS TO 10.04 CAREFULLY REMOVE EXISTING CURTAIN TRACK AND TURN OVER TO OWNER BRING WALL SURFACE OUT FLUSH WITH CORRIDOR WALL. 10.05 CAREFULLY REMOVE EXISTING LOCKERS AND TURN OVER TO OWNER. 4.07 REMOVE EXISTING BRICK VENEERWYTHE AND LEAVE BACKUP CMU WALL. 10.06 REMOVE EXISTING METAL LOUVER. 4.08 CAREFULLY REMOVE EXISTING MASONRY CURB DOWN TO FLOOR SLAB. 10.07 CARFULLY REMOVE ALL EXISTING TOILET PARTITIONS. 10.08 CAREFULLY REMOVE EXISTING FIRE EXTINGUISHER CABINET AND/OR FIRE EXTINGUISHER 5.01 CAREFULLY REMOVE EXISTING STEEL BEAMS SUPPORTING SLAB AT NEW FLOOR OPENING. AND TURN OVER TO OWNER. 5.02 REMOVE EXISTING STEEL STAIR FRAMING AND ASSOCIATED LANDING AND TREAD SLABS. 10.09 REMOVE EXISTING ACCORDIAN PARTITION AND OVERHEAD TRACK. 5.03 REMOVE EXISTING STEEL DUNNAGE ASSEMBLY. 1 O10 CAREF01 LY REMOVE EXISTING DISPI AY CASF ANn n IRN nUFp Tn nWAir7p ` 10.11 CAREFULLY- REMOVE ALL. EXISTING SHOWER AND DRESSING PARTITIONS 6.01 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND STORE FOR REUSE WITHIN THE BUILDING AT ANOTHER LOCATION. 11.01 CAREFULLY REMOVE EXISTING SHOP EQUIPMENT AND STORE FOR REUSE. 6.02 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND TURN OVER TO THE 11.02 CAREFULLY REMOVE EXISTING EQUIPMENT AND STORE FOR REUSE. OWNER AS REQUIRED, WHO WILL REMOVE THEM FROM THE BUILDING. 11.03 CAREFULLY REMOVE EXISTING APPLIANCES AND TURN OVER TO OWNER. 6.03. CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND REMOVE FROM THE 11.04 REMOVE (EXISTING EQUIPMENT AND DISPOSE LEGALLY OFFSITE. SITE AND DISPOSE LEGALLY OFF SITE. 11.05 REMOVE (EXISTING BENCH TOPS, LEGS TO REMAIN. 6.04 REMOVE EXISTING COAT HOOK RACK AND PATCH DAMAGED WALL TiLE. 11.06 REMOVE (EXISTING BENCH TOPS AND LEGS PATCH Ff_OOR AT LEG LOCATIONS TO MATCH FLOOR FINISH. REF. FINISH SCHEDULE. 7.01 REMOVE EXISTING ROOFING BASE FLASHING AND METAL CAP FLASHING. 7,02 REMOVE EXISTING BUILT-UP MEMBRANE ROOFING SYSTEM ENTIRELY. TINT CAREFVLLY REMVYL EXISTING LVVYCK BLINDS, WIIVDVW IKEAIMMI AND IURN VVtK IV OWNLK. 12.02 CAREFULLY REMOVE EXISTING CURTAIN TRACKS AND TURN OVER TO OWNER. 8.01 CAREFULLY"REMOVE EXISTING DOOR, FRAME AND HARDWARE. -TURN OVER HARDWARE TO OWNER: 12.03 CAREFULLY REMOVE EXISTING COMPUTER TABLES AND ASSOCIATED. ITEMS. STORE _FOR REUSE 8.02 CAREFULLY REMOVE EXISTING WINDOW ENTIRELY. 8.03 CAREFULLY REMOVE EXISTING DOOR & HARDWARE. TURN OVER HARDWARE TO OWNER. 13.01 REMOVE EXISTING METAL CATWALK ENTIRELY (ADJACENT CROSS -BRACING TO REMAIN). 13.02 REMOVE (EXISTING METAL LADDER AND LIGHT PIPE ENTIRELY AMD TURN OVER TO OWNER. T i c^ SI lA 1 Co Ila b or a ti ve Architecture Planning interlors Engineering Landscape l-'onStr.�.actl�n �`�rvlSes Technology ■ 80 Chas mW y &*yard ❑ XFa7*4cn Av&w CGVi►iEckd - COIYlCdkd W Tekr*w 860 667-077 Tel**la►1e 860 69 8077 Fax 8160 667-M Fax 860 677-W Additions &Renovations to TIMOTHY EDW-�4RDS I MIDDLE S CHO OL I f 100 Arnold Wa y South Windsor, CT 06074 SDE Proiect No. 132-O66Ea, rv.CM .l1. l'••llA l(�TI�11/.T/lAl i �L-IJ I�iv �i.�w J�nV�n=rv- NEY=CONSTRVl. i1VIV f ZC.t_ I viv i� SECTION tS SECTION IUIV t; LOWER LEVEL NORTH Key P/an Ak�nbei M/D/Y issued For LOWER LEVEL DEMOLITION PLAN SECTION B Ddte 06109197 sod/e 1/8V =1'-0` Pr0A Tiber 95041200 orOWAV II m*er EX EX EX EX EX EX EX EX EX EX EX Ex EX EX EX EX EX EX EX EX EX EX EX FX A B 6.5 C D ��\563atta9E2EE�EEEE021�.7...XX1X/XX2XX1a9..9 6 -_- -- _- -_ _---- - --- -- -_ ---- ` 88..0422 - --- -- -_ ---- -�--IhII1InIII-I'I'I , IIj i1II,IiIiIi1I ,- �i1lII1l1Ii t1 f --- IiIIIiII1IIIIiII ® -tII,I \__\-� �- - - 8- -_ _.---_Q1 T e=eEEee\-�__\\= /,/ _=\_==-,'\ `_- \-=_= /\/r \ _ - V- 'I 'I 'IIiI I i'III'B' ' II 1iII' I ►iIII IlI --8-. - _/-'_ - /-- /- - 1 /- - p'I1 II'IiI IIIrIII-IIII �II ' III I I ,,II'I, II1I'III1 --E/\/4-II,_ -'�r.-,1- 0/1 / -=� 1--'_♦/ =N/ I1III�-°I1IIIu,uII�IIII,I'III_IIIIIIIII,lIIIIIIIIII IiIIIIj II I 1I IlI,,'i,I I'IIIIItIIIII II'iIiII I1II,t I'I►CCCI� I -II° II`III, IiI1II\-iI1,�_- -==�_ ----\- -tr,rI,,I', I I ' 11,DII�lI' ,j I' - ®-1 �-�_��,`�\-�-\ --\\' _����,�./O Q ,.��`� �, °;`/`_/_l❑`-_=II , �°o�_,/ 1I,,IIi'I'IIf J � . 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II ABOVE ------- -------- I ---------------- -----J10II 10.09 BASE CABINETS BASE CABINETS I I L 6.01 8.01 I 8.01 C .O/ In I : > EX C LL $. L11111111 c VV1 8.01 REMOVE ALL EXISTING LOCKERS 2 r------ I SALVAGE FLOOR AND W LL 20 i 1001 TILE FOR PATCHING GANG T'S 11111111111--11-- FOoUHz�zmZVw�mzt�Z/R7�- ALTEiiiIi'i ----R-- - NATE 4.42 4.06 8.01 � EXIST. DF. TTTT9, ' TTTT -ALL E- BASE NET r - -II I-- I I-IJ__-----I I 10!01 LOW G .W L�,I TYP.- REFINISH WOOD CAPSc4O41F6I, i t Dl I I 9,12 -7 ''n 9I ' 9014 _____-JLLVERY L CEILING 9.16 1 1l I 1_T - 11- OWi, _ L _--- UNIT KITCHEN 10.01 L\ }9.12 ------iJ01_LII, J J'I 8.01 - ------JL--------1---� -F--------r-------- 12��I Lt. 8.01 NEEDS NEW 4.02 If LOCKSET c Jr�Jn I1 .01 EX 02 -- - - - - - IV41 / EX ___ 10If 5.2 8.01 I 8.02 10.03 8.01 &r==1I I II 4.01 -J 8.02 1 i i 8.02 25 DF 0 i REMOVE 11 10.03 EXISTING L HANDRAILI oLJ t 4.01 i AND BRACKETS'I 4.02 I 10.03 i--1 1 6.01802 8.02 0 .01 II J 1Q.fl1O� 41 lCI NET I L-4 F I II8.41 8.42 1 O I Cn 40I 8.01 Q Lfli 1 W8.02 8.028.02 LU WOOD TRIM OPENCOUNTER OPEN COUNTER r ------------ ------ --- 8fl1 REMOVE EXISTING MODULR/INSULATED WALL COOLER AND FREE 12° 8.02 I8.02 6.41 3.03 LJ _ HATCHED EA 8.01 DF �J-8.01 f 041 - .12'J --- ET1EN OPEN NTER 9.14 IL 11 � J 914 L - - - - - -------- - - - - - - - - - - - - - - - 9.12 1Q.fl8 r,---o ---4.02 --------------- 1 ------- -�T-- ELVES LOW SHELVES RE - - - - - ----- If iiu- If/ it f, AC OWGS FOR REMOVAL AND 10.08 REPLA EMENT OF KITCHEN VENTLATOR �ii4. ALL EXIST( G LOCKERS ----------------- -- 10 411�/FEC TTTTTTTITTTT TTTTTTTTT TTTTTTTT Q• I -TTTTi ---- - X/DFEX/FACP Ex/TEL 9.01 4.01 10.01 10.01 8.01 > , 8.01 EX/CONV. EX FEC 9.01 .8.01 ------- ------- i--------- -------------\ 1- r-----_ - D0- F �r UP FROM n �I \\ 8.01e BELOW 8.02 L 3.06 2 11- ===] II 'T, __---------------- - - - -- - - -- I IIIIIII IIIIIIIIII T �4.0 , DN FROM .0 901I --=►- I ------- ABOVE L 11 I 1 I A8.01 8.01 8.01 - ii 90 8.0111 = -4.01 - 0.01I .fl4E 4.02 3.05 L----A4.04 I fI i 8.41- I ++ i I I =� I I 4.02 I I �i' 1' 1 i i i 8.02 I I 8.02 o f� \\ II I I 4.fl2 I I I 1 I I 8.01 i t ' I i i i' 1 1 ,l LJ \1111 I, I l l 4.04 � 11 t, ii i1 1 I i i r 1 3.45 --------------1=----------_-----t- ------------------ -- ----- -- - ----t------------------------ ----ice I I 8.02 8.02 8.02 .02 8.0 4.05 3.05 3.05 a m w wI 1 I I = _ EX EX EX K M P The S/L/A.M Collaborative � SD Gikata�xryG��� 44�i TbJ Aar�xae 860 07 17 �so65�� Architecture planning /nterlors Eng/neering Landscape Construction Services Technology c m� 2i2-11360 Teteld�ate 860 657-8077 �r860677-&W 1 IN Additions & Reno vations to TIMOTHY €DWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT- 06074 SDE Project No, 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION SECTION AI E 1 I I / I I L----s-J SECTION B SECTION C SECTION D MAIN LEVEL A**9p - NORTH Key Plan Akmi r AVD/Y loved For MA/N LEVEL DEMOLITION PLAN SECTION A Date 06109197 scale 1/8n = 1'-On pf0A Number 95040.00 Drawft Number AD102A _ 5 __ EX O 0 U w 0 CV O w w EX _ $ w 9 EX m__ tis - _ EX EX EX EX EX EX EX EX EX EX DM EX T U V W X Y Z AA AA1 BB T T I I I I I I l a m I I I I I z z zTi 4.01 I 8.02 8.02 8.02 I I I 1 I --- --- --- ----- __V111, ------------------- CUT BACK EXIST^� � CUTBACKEXIST. 1 5'-6 IAUKBUAKU �)-b IACKBUAKU �I TO 3'-0 LONG I I TO S-0" LONG I I I li I I 10.01 6.01 6.01 i ALL WALLS F=- - - - - 1 �I I. I , I ITV 04 .0 i L L_ I _� I i t x1 / IV • I , i I ; ' I CUT BACK EXIST. I I I CUT BACK EXIST. , i , i 3 TACKBOARD 3-O" TACKBOARD 3'-0 1 4----_ --_ -- - - - - - ■ .0 10.01 I I I II _ - - - - - - - - - - - - - 11-11, 6 - - - - - - ///11 �, - I -_ �_- - _ --- i TT TTT TT TT TTTT TTTT TTTT TT Tyr �I- I -- I 1 11 11.L.L1.L1J..L1_LJ. _L LJc- _1111111111111111.I-J'- 11 111111111111111 111111� 4.1 0 , Ji I i 10.0� I II REMOVE ALL EXISTI G LOCKERS ,1 I I I I I I r- ------------ rr��-O �----------------- --------- �. 1' C-I------ -----------1 ' r-1 DF I EXISTING TR4NSFER GRILLE AND DUCTWQRK ' I 4.02 REMOVED BY MECHANICAL CONTRACTOR. MASON TO INSTALL NEW 8" CMU TO BLOCK UP OPENING. �-I I pll I I I I I 1 I I a m I I I I I II I II I I I I I I I I I I I � I I I 1 I I I I I 4.01 I I I I I ALL WALLS i � I � I , � I \�� I 4�02 � I --------------------1------------------- --------------------- ----- -------------L - I , �I 8.01 I 1 14 I 1 I I I I11� � I I11 10.01 , 1 I ALL WAI LS I � I 1 � I I 4 02 ' � 1 ,�1 I �I °-------------------- _--------__J l I I W I 1 -I z I I11 ¢ C> qll� Lo LLJ ALL WALLS 4102 ----- ---------- -- -- -------------JI ----- ----------- �_-----_------_---- - l I I � I � I I I � 10.01 I a Al I WAI I S I ilii� - I I � I Ill 4.01 I I I 1 4 02 � i I DF 41 I 1 °------------ -C77==+==T__ _____________ 120OLITO OF CONCRETE r ••' SM - CONCRETE FOOTINGS MASONRY ti• ' WALLS STEELMUM i BE" '. HATCfED AREA INDICATES COMPLETE DEMOLITION OF ALL - CONCRETE FLOOR SLABS - CONCRETE FOUNDATION WALLS - CONCRETE FO011NGS - MASONRY WALLS - STEEL COLUMNS AND BEAMS - STEEL STAR ASSEMBLY REMOVE EXISTING ELEVATOR AND ALL RELATED EQUIPMENT GENERAL DEMOLMON NOTES A. REFER TO SPECIFICATIONS, SECTION 02070 - SELECTIVE DEMOLITION FOR GENERAL PROCEDURES REGARDING J. TYPICAL FOR ALL RENOVATED AREAS, THE FOLLOWING NOTES APPLY UNLESS OTHERWISE NOTED: THE FOLLOWING COORDINATION ITEMS. COORDINATE DEMOLITION AND INSTALLATION OF EACH ITEM WITH THE SCHOOL SCHEDULE AND 1. COORDINATION OF MEANS AND METHODS OF DEMOLITION THE PROPER OFFICIALS. DISPOSE OF ALL DEMOLISHED ITEMS PROPERLY OFF SITE. 2. 1NTERUPTIONS IN MECHANICAL AND ELECTRICAL SERVICES. 1. REMOVE ALL EXISTING EXTERIOR WINDOWS. 3. COORDINATION OF MATERIALS TO BE SALVAGED AND MATERIAL TO BE DISCARDED. 4. TEMPORARY ENCLOSURES FOR DUST AND WEATHER PROTECTION. 2. REMOVE ALL EXISTING CORRIDOR AND CLASSROOM CEILINGS AND ASSOCIATED ITEMS ENTIRELY INCLUDING WOOD BLIND POCKETS. 3. REMOVE ALL EXISTING CARPETING, PADDING AND ASSOCIATED MOUNTING MATERIALS. B. DEMOLITION WORK AND NEW CONSTRUCTION WORK IN THE EXISTING BUILDING SHALL BE PHASED. SEE PHASING DRAWINGS AND NOTES AS PREPARED BY THE CONSTRUCTION MAMAGER 4. WHERE FIRE EXTINGUISHER CABINETS ARE TO BE INSTALLED, CAREFULLY REMOVE EXISTING CONSTRUCTION AND/OR FILLER PANELS. COORDINATE WITH NEW CONSTRUCTION. �, RfFFR Tn DIVISI(N 15 SPFflFI( ATI�N SFCTI(lNS ANTI f�IFCHANIf.AI AND PI IIt�RINC CIRAWINhC FOR U-1.1 110. 01 MECHANICAL AND PLUMBING EQUIPMENT AND SYSTEMS. 5. REMOVE EXISTING MISCELANEOUS CLASSROOM ITEMS AND STORE FOR REUSE AS REQUIRED. ITEMS TO INCLUDE BUT NOT LIMITED TO: FLAGS AND ASSOCIATED HARDWARE, PENCIL D. REFER TO DIVISION 16 SPECIFICATION SECTIONS AND ELECTRICAL DRAWINGS FOR DEMOLITION OF ELECTRICAL SYSTEMS SHARPENERS, CLOCKS, PROJECTION SCREENS, CEILING FANS, AND ELECTRICAL EQUIPMENT. E. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TO REMAIN AS THE PROPERTY OF THE OWNER K. SALVAGE AS MUCH CERAMIC WALL OR FLOOR TILE AS POSSIBLE IN DEMOLISHED BATHROOMS OR NOT DISCLAIMED BY THE OWNER PRIOR TO BEGINNING OF DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND REUSE IN AREAS TO BE PATCHED. WITHOUT DAMAGE AND STORED WHERE DIRECTED BY THE OWNER. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED. F. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TO MINIMIZE INTERFERENCE WITH CORRIDORS, HAIL c (�TAIRC AND OTHER ADJACENT FACILITIES AND TO AVOID DAMAGc TA cnuG DO hlnT rI nCc M nRCTAI I T L V J,\n1L• VV VI VLVJL VI\ VUJII\VVI TRAFFIC WAYS,WIIHOUT PERMISSION OF THE OWNER. G. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR FINISH SCHEDULE, ALL PORTIONS OF THE EXISTING BUILDING (INCLUDING FINISHES) DISTURBED BY DEMOLITION OF EXISTING CONSTRUCTION AND/OR INSTALLATION OF NEW CONSTRUCTION, INCLUDING MECHANICAL AND ELECTRICAL WORK, SHALL BE REPAIRED AS REQUIRED TO RETURN THE EXISTING CONSTRUCTION TO ITS ORIGINAL UNDISTURBED CONDITION OR BETTER. I H. REMOVE ALL EXISTING WALL CONSTRUCTION, MILLWORK, EQUIPMENT, ETC. SHOWN DASHED ON THIS DRAWING IN ITS ENTIRETY TO THE EXTENT SHOWN ON THE DRAWINGS. PARTITIONS SHALL BE REMOVED FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISE NOTED. I. EXISTING WALLS INDICATED TO REMAIN ARE FOR PURPOSES OF ECONOMY ONLY. CONTRACTOR MAY f ASSUME, IF MORE EXPEDIENT FOR CONSTRUCTION AND LESS EXPENSIVE FOR THE OWNER, THAT ADDITIONAL EXISTING CONSTRUCTION MAY BE REMOVED AND REPLACED WITH NEW CONSTRUCTION ACCEPTABLE TO THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. I I DEMOLMON KEY NOTES THE FOLLOWING LIST OF SPECIFIC DEMOLITION NOTES ARE PROVIDED AND KEYNOTED IN PLANS FOR CONTRACTOR'S REFERENCE AND CONVENIENCE. THESE NOTES SHALL BE CONSIDERED GENERAL IN NATURE AND BINDING ON ALL AREAS WHETHER SPECIFICALLY KEYNNOTED ON PLAINS OR NOT. 2.01 REMOVE PORTION OF EXISTING BITUMINOUS PAVEMENT AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 9.01 REMOVE EXISTING PARTITION(S) ENTIRELY TO EXTENT SHOWN ON DRAWINGS. SEE SITE DRAWINGS. 9.02 REMOVE PORTION OF EXISTING PARTITION AS INDICATED. MAKE NEAT CUTS BETWEEN FINISHES TO REMAIN AND TO BE REMOVED. COORDINATE WITH NEW CONSTRUCTION. • 3 n1 REMOVE €XISnNc CONCR€w WALLS ENTIREI Y V L1. o nA .- PCAAl1{!c �YICTIAIC CI ICOCUDCD Annl ICTIn TII C ! CII IAIC IAl ITC CIt77DCTY L1,1V,L L/IIJ111- JVJI LI\VLV /IVVVJIIV TILL VLILII\V 11• IIJ LI\UAL 11. 3.02 REMOVE EXISTING CONCRETE PAD ENTIRELY. 9.05 REMOVE EXISTING DRYWALL CEILING IN ITS ENTIRETY. 3.03 REMOVE EXISTING CONCRETE SLAB ON GRADE IN DESIGNATED AREA. MINMIZE DISTURBANCE TO 9.07 REMOVE EXISTING SOFFIT ENTIRELY. EXISTING WALLS AND SAWCUT EDGES AT PARTS OF SLABS TO REMAIN. 9.08 CAREFULLY REMOVE EXISTING FINISHES FROM WALLS 'TO REMAIN. 3.04 REMOVE EXISTING CONCRETE SLAB ON METAL DECK. SAWCUT EDGE AT EXISTING SLAB TO REMAIN. 9.09 REMOVE EXISTING WALL FINISHES BACK TO EXPOSE EXISTING MASONRY CONSTRUCTION. 3.05 CUT TOP OF EXISTING CONCRETE FOUNDATION WALL DOWN TO 12" BELOW NEW CONCRETE SLAB. 9.10 REMOVE EXISTING FURRING SYSTEM ENTIRELY. 3.06 CUT TRENCH IN SLAB FOR PIPING TO PLUMBING FIXTURE IN NEW LOCATION 9.11 REMOVE EXISTING FLOOR TILE (BY OTHERS). REF. PLANS FOR FIXTURE LOCATION. REF. PLUMBING PLANS FOR EXTENT AND SIZE OF PIPING. 9.12 REMOVE EXISTING FLOOR TILE AND REPLACE WITH NEW FLOOR TILE. EXTENTS SHOWN ON DRAWINGS. 3.07 SAW CUT SLAB FOR NEW CONC. FLOOR PATCH. 9.13 REMOVE TILE ON EXIST. MOP BASIN, PATCH DAMAGED !PORTIONS OF CONC. BASIN 3.08 CAREFULLY REMOVE EXIST. CONC. CURBS AT LOCKERS RETILE WITH NEW FLOOR TILE PATCH FLOOR TO MATCH FLOOR FINISH. REF. FINISH SCHEDULE 9.14 CAREFULLY REMOVE DAMAGED WALL TILE AT PARTITION LOCATIONS AND RFPI_ACF WITH NFW WAI I TII F_ 3.09 TRENCH FLOOR SLAB TO NEW LOW WALL FOR ELECTRICAL CONDUITS 9.15 REMOVE EXISTING FLOOR TILE AND SETTING BED. SEE ELECTRICAL DRAWINGS. CUT OUT SLAB FOR NEW CONC. PATCH COAT POURED LEVEL WITH EXIST. SLAB 9.16 REMOVE EXISTING 12' X 12" NON ASBESTOS VCT 4.01 CAREFULLY REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING. COORDINATE WITH NEW CONSTRUCTION TO BE INSTALLED. 10.01 CAREFULLY REMOVE EXISTING CHALK OR TACK BOARDS AND TURN OVER TO OWNER. 4.02 REMOVE EXISTING MASONRY WALL IN ITS ENTIRETY. PATCH ALL HOLES IN WALL AFTER REMOVAL. 4.03 REMOVE EXISTING MASONRY WALLS INCLUDING FOUNDATIONS TO EXTENT SHOWN ON DRAWINGS. 10.02 CAREFULLY REMOVE A PORTION OF THE EXISTING CHALK OR TACK BOARD. REUSE EXISTING 4.04 REMOVE EXISTING MASONRY WALL ENTIRELY TO TOP OF EXISTING CONCRETE FOUNDATION WALL. TRIM TO REFRAME EDGES OF NEW SIZE UNIT. 4.05 REMOVE EXISTING I" SLATE VENEER AND 4" CMU BACKUP WALL. 10.03 CAREFULLY REMOVE EXISTING STORAGE/BOOK SHELVING AND STORE FOR REUSE. 4.06 REMOVE EXISTING CROSS -CORRIDOR GATE ASSEMBLY. INSTALL NEW MASONRY IN RECESS TO 10.04 CAREFULLY REMOVE EXISTING CURTAIN TRACK AND TURN OVER TO OWNER BRING WALL SURFACE OUT FLUSH WITH CORRIDOR WALL. 10.05 CAREFULLY REMOVE EXISTING LOCKERS AND TURN OVER TO OWNER. 4.07 REMOVE EXISTING BRICK VENEERWYTHE AND LEAVE BACKUP CMU WALL. 10.06 REMOVE EXISTING METAL LOUVER. 4.08 CAREFULLY REMOVE EXISTING MASONRY CURB DOWN TO FLOOR SLAB. 10.07 CARFULLY REMOVE ALL EXISTING TOILET PARTITIONS. 10.08 CAREFULLY REMOVE EXISTING FIRE EXTINGUISHER CABINET AND/OR FIRE EXTINGUISHER 5.01 CAREFULLY REMOVE EXISTING STEEL BEAMS SUPPORTING SLAB AT NEW FLOOR OPENING. AND TURN OVER TO OWNER. 5.02 REMOVE EXISTING STEEL STAIR FRAMING AND ASSOCIATED LANDING AND TREAD SLABS. 10.09 REMOVE EXISTING ACCORDIAN PARTITION AND OVERHEAD TRACK. 5.03 REMOVE EXISTING STEEL DUNNAGE ASSEMBLY. 10.10 CAREFULLY REMOVE EXISTING DISPLAY CASE AND TURN OVER TO OWNER. 10.11 CAREFULLY REMOVE ALL EXISTING SHOWER AND DRESSING PARTITIONS 6.01 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND STORE FOR REUSE WITHIN THE BUILDING AT ANOTHER LOCATION. 11.01 CAREFULLY REMOVE EXISTING SHOP EQUIPMENT AND STORE FOR REUSE. 6.02 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND TURN OVER TO THE 11.02 CAREFULLY REMOVE EXISTING EQUIPMENT AND STORE FOR REUSE. OWNER AS REQUIRED, WHO WILL REMOVE THEM FROM THE BUILDING. 11.03 CAREFULLY REMOVE EXISTING APPLIANCES AND TURN OVER TO OWNER. 6.03 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND REMOVE FROM THE 11.04 REMOVE EXISTING EQUIPMENT AND DISPOSE LEGALLY OFFSITE. SITE AND DISPOSE LEGALLY OFF SITE. 11.05 REMOVE EXISTING BENCH TOPS, LEGS TO REMAIN. 6.04 REMOVE EXISTING COAT HOOK RACK AND PATCH DAMAGED WALL TILE. 11.06 REMOVE EXISTING BENCH TOPS AND LEGS PATCH FLOOR AT LEG LOCATIONS TO MATCH FLOUR FINISH. REF. FINISH SCHEDULE. 7.01 REMOVE EXISTING ROOFING BASE FLASHING AND METAL CAP FLASHING. 7.02 REMOVE EXISTING BUILT-UP MEMBRANE ROOFING SYSTEM ENTIRELY. 12.01 CAREFULLY REMOVE EXISTING LOUVER BLINDS, WINDOW TREATMENT AND TURN OVER TO OWNER. 12.02 CAREFULLY REMOVE EXISTING CURTAIN TRACKS AND TURN OVER TO OMER. 8.01 CAREFULLY REMOVE EXISTING DOOR, FRAME AND HARDWARE. TURN OVER HARDWARE TO OWNER. 12.03 -CAREFULLY REMOVE EXISTING COMPUTER TABLES AND ASSOCIATED. ITEMS. STORE FOR REUSE 8.02 CAREFULLY REMOVE EXISTING WINDOW ENTIRELY. 8.03 CAREFULLY REMOVE EXISTING DOOR & HARDWARE. TURN OVER HARDWARE TO OWNER. REMOVE EXISTING METAL CATWALK ENTIRELY (ADJACENT CROSS -BRACING 10 REMAIN). 13.02 REMOVE EXISTING METAL LADDER AND LIGHT PIPE ENTIRELY AMD TURN OVER TO OWNER. '9t't S/ L, A,M Collaborative ■ 80 (a�ixry Bot�fevard Canscw06Q?3 44i Tel #Vm W 65 -W;7 Fax w W--M Architecture Planning liter EVI a Engineering Landscape Construction Services Technology ❑ 281 F'armigt+on Avenue r wn � i CaweC�GYII06Qil W Te,*him W 65 -X/7 Fax M 617-W Additions &Renovations to TIMOTHY ED WA RDS__ I m ! I � � m .91h, .01& m m � - - ■ I MIDDLE SCHOOL I 100 Arnold Way South Windsor, C T 06074 �I SDE Project No. i32-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION I SECTION A i - SECTION D 14�p NORTH SECTION B SECTION C MAIN LEVEL Key Plan Number M/DIY Issued For MA IN LEVEL DEMOL/T/ON PLAN SECTION B Date Drawing Mian&r 06109197 seals 1180 = 1'-0" 95040.00 AD102B C -1 n EX EX _60 EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX _l�131E5.4A9it59FE30612X.7821X.'241XXQ2 9.1..968 � 1�---�- _- ---- --- .:�• -- - --- - --- --- --- - --- -- - --- - -- --- - - --- - -- --- - --- - -6', I II1 ' 01- 1LIIiI1IlII,lIIII1IIIiI 1IIiI�IiIII{'I''I1i III� IIl�II ; III II II I'iII I 1iIl{,IIiIIiIIIII1II 1II1IIIII'I�III L1�111$11°111-1I 11IiI 11 II1IIIIIIII---_--'lIIIiIIIIII IIIIII1IIi I 1I-I'Ii1I'ii IIII IIIlI1II0 !IIIIIi'i', II1 !IIIIuIII IIII111, I'tIII, I I I I' IIIlI1IIIIIu IIIIIII11I l I -R'iIIII I, I I, I I 1 I I I _I11'IIII1II, _I1I{�IrlfkI rrI 'IIIIIII III II IIIII { I I -1 -1l9u.1-.12v/� IrI�iiII I1 `• r'i�_I1�-I!i1IIIiIII -1-- -_= { III,1I I 1 I iII;�,IIlI1I ,� IE L M.N N.1 .'IIIII I�I I Q ��IV'II III e1II1 �■� � - ' =m W W 8.02 8.02 7V '1=-e--- 1111.- "n _2 DO B W DIN TO BELOW REMOVE EXISTING .01 ACORRDIAN PARTITION TRACK Eli, EX/FEC EXISTING MTLLADDER 8.01 20TO BE TED REMOVE ALL EXI TING LOCKERS FOR4.02 ALTERNATE10.01 -Ir--TTTTTTTTTTTTTTTTTTTTTTTTTT=�Vl 4.QEX/TTTTTTTT - _- -- ----- L--- ------ ----- 5.02 4.01 6.01 tr16.01 ,= I �3 8.01 `=J 9. 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'Itl O�pzzz�mo��Q -- _-- EEEEE46XE9XtXX -- -------- I A EA OF FLOOR -CD-j 8.02 MOLITION x 6 w f--j J LLj I 6.01 tJ O0 ALTERAI I ; i C� - ----O .02 nm it fill 10.06 3.04 w ui 8.02 w -------- -- c" ----------- - - - �L --------------j---- 4.01 EXX 9. --- 6.01 ----- -910.074,A 6.01 9.14 10.07 =�I1 1L- I' 11 01 If I - I EX 12 9. , 9.12 ABN CE7J - IA (11 .01 8.Q1 I ------------------------�8.Q2 IIII , I I -------1 1J _j EX RE 1 11111111 10 2- A,IREMOVE EXISTING DUCTWOFK 4.02 .01 4.01 PATCH FLOOR SHAFT R MOVE ALL EXISTING LOCKETS TTTyTTTTTTTTTTTTTTTTTTTTTTT TTTTTTT = ==- II � L EREMOVE EXISTING BLOW ACORRDIAN PARTITION TRACK DN TO BELOW 8.02 8.02 IL ------- -- _== 8.02 8.02 REMOVE EXISTING FACE BRICK 8-02 AT WALL ADJACENT TO CANOPY TO BE REMOVEDEXISTING CMU BACK-UP TO REMAIN 1 11 ri _�i LEAN OUT CAVITY AND PREPARE ----------------------------- ------1' FOR INSTALLATION OF NEW FACE BRICK 7 EXISTING CANOPY TO BE REMOVED K N- 1 X 9 � I , Q m W LU z Z SUPERIOR BLUE The Rl L Al M s I i . ! a C o a b o r a ti ve Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ 80 atatm yBou Vffd ❑ 2NFarmi#on A Cameckd=- Car'edkd 1960 Tele�+iale 860 6,7 17 Teleldlor�e 860 657-8027 Fex 860 65l-3k1 Fax 860 677-6507 ■ Additions &Renovations to TIMOTHY I EDWARDS I ■NZAA/ rA AAft IIAft AL I I MIVVLt bicilinuuL I 100 Arnold Way South Windsor, C T 06074 mit: Froiect ivo, 7JZwU VCAI EXISTING CONSTRUCTION NEW CONSTRUCTION I SECTION A UPPER LEVEL I v NORTH i Key Plan Aiember M/U/Y Issued For UPPER LEVEL DEMOLITION PLAN I SECTION A Ade Orswft Mwn"r 06109197 $cale118.1 = ly-0, A D 103A Prod ftn"t 95040.00 PRINT WTBY CT 203-753-2721 EX EX EX EX EX EX EX EX EX EX OM EX T U V W X Y Z AA 1 BB 6.3 CC I ! I I I I I ! I ! I I ! ! I ! I ! I UJ LL1 Q � m -Z I I I ! I I 4.02 8.02 8.02 8.02 7 =_c ------------ ----- --- --- -_- I --=--------- --------- _ 71l I 4.01 I I! I 4.02 4.02 ALL WALLS ; I I i I III L -----_ - -_ - - --�--_------ _- -----_ ��_ 1 I I I T I 1 .01 ! I ■ ' I 1� I I ! I I I 0 ! I ! ! I I I I t 10.01 10.01 ° i _ L I I I __--- _ I I 1 11 11 111111 IIII 1 1 1111.1t_ �! \\\\ 1 \\\� L1,-11 11 11 11 1 1 IIII 1 11 ./.1 \\\\� U.. 11 1 t 11 11111 11111 11 1 1 1 111.1.1 1 I 1 I 10.08 ! I I REMOVE A L EXISTING LOCKERS = Ex 3 I I 4.02 - TTTTTTT T TT'I`TTT T l"'f TTTTTTT T 7 TTTTTT7 T T�TT - T TTT I`T'f - - - - - -- _ - EX _ _ oT------- i 3.1 DF I ■ F -i � ' 111 I F� I � IIII ' ! I EXISTING TRANSFER GRILL AND DUCTWORK F� REMOVED BY MECHANICAL CONTRACTOR. I I ! I MASON TO INSTALL NEW " CMU TO BLOCK UP OPENING. �� I 10.01 I - L J I I I I I ALL WALLS I ! 1 i J l LJ I + �`� 4.02 k-I Itl I I I I I I Ili i I11 Ex _ _ _ --------------------'------------------- T ! 8.01 III L °.I I F-1 F\ I I IIIII 4.01 OD F� 1 z F ALL WALLS ' F� I CD I I I I i I i I 4.D2 I11 T- III ° z w _ o--- - -----J Ifl EX _ _� - - - - - - - - - - `- - - cn I - ------ ------ ------ --------I----_---- 7cri LIB I 1 I I I w >- V) J d' ! I I III o a v, I I LU Q 1 I I I I I I I I Fri ! 10.01 I ALL WALLS ; EX V) 8.01 I ' k i EX _ I I I I I 19-------------------- ------'--------- ICI I III H-i �i 8.D7 I I11 LJ LJ F_ I ' ! I LJ rJ , F-4 10.01 I ALL WALLS ' p- 1 I EXISTING TRANSFER GRILL AND DUCTWORK REMOVED BY MECHANICAL CONTRACTOR. ! I ! MASON TO INSTALL NEW " CMU I TO BLOCK UP OPENING. I I ♦- � I I I 1os IDF II I I EX r-=----------------- _ 11111111111 1111111111111 1111111111111 1111111111111 IIII .��ft��1 1111111111111 I L_______-_-- _f ___ _____________ 1 I -'- 4 REMOVE A L EXISTING LOCKERS ' 3 3//- 3 ' 10 8 ! TTTT-T T TTTTTTTTTT TT7TTTT7 I=�Ti'TTTTTTTT TTTTTTTi' TTTTTTTTTTTTTTTTTTT�' I-T 1Al .l i2----------------------------- I - ------------- I Ir - 1 I ---11 - - - - I I91- 10.01 -11- I I I I I I I I 10.01 1 1 ----------I I ALL WALLS I it , i ' !----------J EX 12.6 - - - - - - - - - ----------- - ---------- -Z--------------------- ZJ I I I I ! I; 4.02 I I II I 4.01 ! :if ! I I 'I , EX'----------_-_-_-_ ______ ---- ' 13 - - -- 7✓-== - -_==--------_------- _ - = J I 8.02 8.02 . I am 4.02 AREA OF FLOOR DEMOLITION AREA OF FLOOR DEMOLITION GENERAL DEMOLMON NOTES I A. REFER TO SPECIFICATIONS, SECTION 02070 - SELECTIVE DEMOLITION. FOR GENERAL PROCEDURES REGARDING J. TYPICAL FOR ALL RENOVATED AREAS, THE FOLLOWING NOTES APPLY UNLESS OTHERWISE NOTED: THE FOLLOWING COORDINATION ITEMS. COORDINATE DEMOLITION AND INSTALLATION OF EACH ITEM WITH THE SCHOOL SCHEDULE AND 1. rnnRDINATInN nF MEANS AND METHnnS nF nEMnLImm THE PROPER OFFICIALS. DISPOSE OF ALL DEMOLISHED ITEMS PROPERLY OFF SITE. 2. INTERUPTIONS IN MECHANICAL AND ELECTRICAL SERVICES. 1. REMOVE ALL EXISTING EXTERIOR WINDOWS. 3. COORDINATION OF MATERIALS TO BE SALVAGED AND MATERIAL TO BE DISCARDED. 4. TEMPORARY ENCLOSURES FOR DUST AND WEATHER PROTECTION. 2. REMOVE ALL EXISTING CORRIDOR AND CLASSROOM CEILINGS AND ASSOCIATED ITEMS ENTIRELY INCLUDING WOOD BLIND POCKETS. 3. REMOVE ALL EXISTING CARPETING, PADDING AND ASSOCIATED MOUNTING MATERIALS. B. DEMOLITION WORK AND NEW CONSTRUCTION WORK IN THE EXISTING BUILDING SHALL BE PHASED. SEE PHASING DRAWINGS AND NOTES AS PREPARED BY THE CONSTRUCTION MAMAGER 4. WHERE FIRE EXTINGUISHER CABINETS ARE TO BE INSTALLED, CAREFULLY REMOVE EXISTING CONSTRUCTION AND/OR FILLER PANELS. COORDINATE WITH NEW CONSTRUCTION. C. REFER TO DIVISION 15 SPECIFICATION SECTIONS, AND MECHANICAL AND PLUMBING DRAWINGS FOR DEMOLITION OF MECHANICAL AND PLUMBING EQUIPMENT AND SYSTEMS. 5. REMOVE EXISTING MISCELANEOUS CLASSROOM ITEMS AND STORE FOR REUSE AS REQUIRED. ITEMS TO INCLUDE BUT NOT LIMITED TO: FLAGS AND ASSOCIATED HARDWARE, PENCIL D. REFER TO DIVISION 16 SPECIFICATION SECTIONS, AND ELECTRICAL DRAWINGS FOR DEMOLITION OF ELECTRICAL SYSTEMS SHARPENERS, CLOCKS, PROJECTION SCREENS, CEIUN13 FANS, AND ELECTRICAL EQUIPMENT. E. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TO REMAIN AS THE PROPERTY OF THE OWNER K. SALVAGE AS MUCH CERAMIC WALL OR FLOOR TILE AS POSSIBLE IN DEMOLISHED BATHROOMS OR NOT DISCLAIMED BY THE OWNER PRIOR TO BEGINNING OF DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND REUSE IN AREAS TO BE PATCHED. WITHOUT DAMAGE AND STORED WHERE DIRECTED BY THE OWNER. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL IIGMJ IV OE SALVAGED. F. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TO MINIMIZE INTERFERENCE WITH CORRIDORS, HALLS, STAIRS, AND OTHER ADJACENT FACILITIES AND TO AVOID DAMAGE TO SAME. DO NOT CLOSE OR OBSTRUCT TRAFFIC WAYS WITHOUT PERMISSION OF THE OWNER. G. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR FINISH SCHEDULE, ALL PORTIONS OF THE EXISTING BUILDING (INCLUDING FINISHES) DISTURBED BY DEMOLITION OF EXISTING CONSTRUCTION AND/OR INSTALLATION OF NEW CONSTRUCTION, INCLUDING MECHANICAL AND ELECTRICAL WORK, SHALL BE REPAIRED AS REQUIRED TO RETURN THE EXISTING CONSTRUCTION TO ITS ORIGINAL UNDISTURBED CONDITION OR BETTER. 4 H. 'REMOVE ALL EXISTING WALL CONSTRUCTION, MILLWORK, EQUIPMENT, ETC. SHOWN DASHED ON THIS DRAWING IN ITS ENTIRETY TO THE EXTENT SHOWN ON THE DRAWINGS. PARTITIONS SHALL BE REMOVED FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 1. EXISTING WALLS INDICATED TO REMAIN ARE FOR PURPOSES OF ECONOMY ONLY. CONTRACTOR MAY ASSUME, IF MORE EXPEDIENT FOR CONSTRUCTION AND LESS EXPENSIVE FOR THE OWNER, THAT ADDITIONAL EXISTING CONSTRUCTION MAY BE REMOVED AND REPLACED WITH NEW CONSTRUCTION ACCEPTABLE TO THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. I I DEMOLMON KEY NOTES THE FOLLOWING LIST OF SPECIFIC DEMOLITION NOTES ARE PROVIDED AND KEYNOTED IN PLANS FOR CONTRACTOR'S REFERENCE AND CONVENIENCE. THESE NOTES SHALL BE CONSIDERED GENERAL IN NATURE AND BINDING ON ALL AREAS WHETHER SPECIFICALLY KEYNOTED ON PLANS OR NOT. 2.01 REMOVE PORTION OF EXISTING BITUMINOUS PAVEMENT AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 9.01 REMOVE EXISTING PARTITION(S) ENTIRELY TO EXTENT SHOWN ON DRAWINGS. SEE SITE DRAWINGS. 9.02 REMOVE PORTION OF EXISTING PARTITION AS INDICATED. MAKE NEAT CUTS BETWEEN FINISHES TO REMAIN AND TO BE REMOVED. COORDINATE WITH NEW CONSTRUCTION. 3.01 REMOVE EXISTING CONCRETE WALLS ENTIRELY. 9.04 REMOVE EXISTING SUSPENDED ACOUSTIC TILE CEILING IN ITS ENTIRETY. 3.02 REMOVE EXISTING CONCRETE PAD ENTIRELY. 9.05 REMOVE EXISTING DRYWALL CEILING IN ITS ENTIRETY. 3.03 REMOVE EXISTING CONCRETE SLAB ON GRADE IN DESIGNATED AREA. MINMIZE DISTURBANCE TO 9.07 REMOVE EXISTING SOFFIT ENTIRELY. EXISTING WALLS AND SAWCUT EDGES AT PARTS OF SLABS TO REMAIN. 9.08 CAREFULLY REMOVE EXISTING FINISHES FROM WALLS TO REMAIN. 3.04 REMOVE EXISTING CONCRETE SLAB ON METAL DECK. SAWCUT EDGE AT EXISTING SLAB TO REMAIN. 9.09 REMOVE EXISTING WALL FINISHES BACK TO EXPOSE EXISTING MASONRY CONSTRUCTION. 3.05 CUT TOP OF EXISTING CONCRETE FOUNDATION WALL DOWN TO 12" BELOW NEW CONCRETE SLAB. 9.10 REMOVE EXISTING FURRING SYSTEM ENTIRELY. 3.06 CUT TRENCH IN SLAB FOR PIPING TO PLUMBING FIXTURE IN NEW LOCATION 9.11 REMOVE EXISTING FLOOR TILE (BY OTHERS). REF. PLANS FOR FIXTURE LOCATION. REF. PLUMBING PLANS FOR EXTENT AND SIZE OF PIPING. 9.12 REMOVE EXISTING FLOOR TILE AND REPLACE WITH NEW FLOOR TILE. EXTENTS SHOWN ON DRAWINGS. 3.07 SAW CUT SLAB FOR NEV CONC. FLOOR PATCH. 9.13 REMOVE TILE ON EXIST. MOP BASIN, PATCH DAMAGED PORTIONS OF CONC. BASIN 3.08 CAREFULLY REMOVE EXIST. CONC. CURBS AT LOCKERS RE11LE WITH NEW FLOOR TILE PATCH FI OOR TO MATCH R MR RNK14 RIFF_ FINISH SCHFNII F .•••-......•• ••.•..••• g 14 CARFFI 111 Y PFMMf nAMAM) WAII I T11 F AT DADTITIOM I n(`ATIMIC AND DCDI nrr 1AITu Ncw wA1I Tn c v....a.. 111 ..�,,.v •a.. fir.... r.vLV n1♦1111V1. LVVrt,1 V11J 11L1 L-VI_ 111111 111-l► II LL TILL 3.09 TRENCH FLOOR SLAB TO NEW LOW WALL FOR ELECTRICAL CONDUITS 9.15 REMOVE EXISTING FLOOR TILE AND SETTING BED. SEE ELECTRICAL DRAWINGS. CUT OUT SLAB FOR NEW CONC. PATCH COAT POURED LEVEL WITH EXIST. SLAB 9.16 REMOVE EXISTING 12" X 12" NON ASBESTOS VCT 4.01 CAREFULLY REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMODATE NEW OPENING. COORDINATE WITH NEW CONSTRUCTION TO BE INSTALLED. 10.01 CAREFULLY REMOVE EXISTING CHALK OR TACK BOARDS AND TURN OVER TO OWNER. 4.02 REMOVE EXISTING MASONRY WALL IN ITS ENTIRETY. PATCH ALL HOLES IN WALL AFTER REMOVAL. 4.03 REMOVE EXISTING MASONRY WALLS INCLUDING FOUNDATIONS TO EXTENT SHOWN ON DRAWINGS. 10.02 CAREFULLY REMOVE A PORTION OF THE EXISTING CHALK OR TACK BOARD. REUSE EXISTING 4.04 REMOVE EXISTING MASONRY WALL ENTIRELY TO TOP OF EXISTING CONCRETE FOUNDATION WALL. TRIM TO REFRAME EDGES OF NEW SIZE UNIT. 4.05 REMOVE EXISTING 1" SLATE VENEER AND 4" CMU BACKUP WALL. 10.03 CAREFULLY REMOVE EXISTING STORAGE/BOOK SHELVING AND STORE FOR REUSE. 4.06 REMOVE EXISTING CROSS -CORRIDOR GATE ASSEMBLY. INSTALL NEW MASONRY IN RECESS TO 10.04 CAREFULLY REMOVE EXISTING CURTAIN TRACK AND TURN OVER TO OWNER BRING WALL SURFACE OUT FLUSH WITH CORRIDOR WALL. 10.05 CAREFULLY REMOVE EXISTING LOCKERS AND TURN OVER TO OWNER. 4.07 REMOVE EXISTING BRICK VENEERWYTHE AND LEAVE BACKUP CMU WALL. 10.06 REMOVE EXISTING METAL LOUVER. 4.08 CAREFULLY REMOVE EXISTING MASONRY CURB DOWN TO FLOOR SLAB. 10.07 CARFULLY REMOVE ALL EXISTING TOILET PARTITIONS. 10.08 CAREFULLY REMOVE EXISTING FIRE EXTINGUISHER CABINET AND/OR FIRE EXTINGUISHER 5.01 CAREFULLY REMOVE EXISTING STEEL BEAMS SUPPORTING SLAB AT NEW FLOOR OPENING. AND TURN OVER TO OWNER. 5.02 REMOVE EXISTING STEEL STAIR FRAMING AND ASSOCIATED LANDING AND TREAD SLABS. 10.09 REMOVE EXISTING ACCORDIAN PARTITION AND OVERHEAD TRACK. 5.03 REMOVE EXISTING STEEL DUNNAGE ASSEMBLY. 10.10 CAREFULLY REMOVE EXISTING DISPLAY CASE AND TURN OVER TO OWNER. 10.11 CAREFULLY REMOVE ALL EXISTING SHOWER AND DRESSING PARTITIONS - 6.01 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND STORE FOR REUSE WITHIN THE BUILDING AT ANOTHER LOCATION. 11.01 CAREFULLY REMOVE EXISTING SHOP EQUIPMENT AND STORE FOR REUSE. 6.02 CAREFULLY REMOVE EXISTING MILLWORK, CASEWORK, OR SHELVING, ETC. AND TURNOVER TO THE 11.02 CAREFULLY REMOVE EXISTING EQUIPMENT AND STORE FOR REUSE. OWNER AS REQUIRED, WHO WILL REMOVE THEM FROM THE BUILDING. 11.03 CAREFULLY REMOVE EXISTING APPLIANCES AND TURN OVER TO OWNER. 6,03 CARFFIII I Y RFMOVF FXISTING MII i WORK CASEWRK OR SHFI VINr FTr, ANn RFMOVF FROM THE ---'- _..._...._ ....__..... .... ... ........... v.. v..��....v ..�•..v .._ ...v... 11.04 RFUnUF FYICTING Ff1111PMFNT ANn DISPOSE IEGALIY OFFSITF ..u. �.u"i w.v �.Svu u.a..... •u.v L. SITE AND DISPOSE LEGALLY OFF SITE. 11.05 REMOVE EXISTING BENCH TOPS, LEGS TO REMAIN. 6.04 REMOVE EXISTING COAT HOOK RACK AND PATCH DAMAGED WALL TILE. 11.06 REMOVE EXISTING BENCH TOPS AND LEGS PATCH FLOOR AT LEG LOCATIONS TO MATCH FLOOR FINISH. REIF. FINISH SCHEDULE. 7.01 REMOVE EXISTING ROOFING BASE FLASHING AND METAL CAP FLASHING. 7.02 REMOVE EXISTING BUILT-UP MEMBRANE ROOFING SYSTEM ENTIRELY. 12.01 CAREFULLY REMOVE EXISTING LOUVER BLINDS, WINDOW TREATMENT AND TURN OVER TO OWNER. 12.02 CAREFULLY REMOVE EXISTING CURTAIN TRACKS AND TURN OVER TO OWNER. 8.01 CAREFULLY REMOVE EXISTING DOOR, FRAME AND HARDWARE. TURN OVER HARDWARE TO OWNER. 12.03 "CAREFULLY REMOVE EXISTING COMPUTER TABLES AND ASSOCIATED ITEMS. STORE FOR REUSE 8.02 CAREFULLY REMOVE EXISTING WINDOW ENTIRELY. 13.01 REMOVE EXISTING METAL CATWALK ENTIRELY (ADJACENT CROSS -BRACING TO REMAIN). 8.03 CAREFULLY REMOVE EXISTING DOOR & HARDWARE. TURN OVER HARDWARE TO OWNER. 13.02 REMOVE EXISTING METAL LADDER AND LIGHT PIPE ENTIRELY AMD TURN OVER TO OWNER. "m S� L ABM , Colla bo rat ive Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ 80 aukab y Bo*Wd ❑ W FarmWbo Amwe bn Cameckd �� CavxvW � 1SW Tdepll" 860 667 8077 Tekprow SM W-8077 Fax 860 667--M Fax 860 677-6507 r ■ Additions & Reno vations to TIMOTHY ED WA -RDS MIDDLE SCHOOL 100 Arnold Way South Windsor, C T 06074 SDE Project No, 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION SECTION A UPPER LEVEL NORTH Key Plan Munber M/D/Y Issued For UPPER LEVEL DEMOLIT/OIV PLAN SECTION B Date &awbg Nmi*w 06109197 � �i8• -1-0• I AD103B P1gA JWmber 95040.00 SUPERIOR BLUEPRINT WTBY CT 203-753-2721 E n 0 co rn I r\ i m CD 0 CD W 0 0 CD 0 0 "I - CD 0 a. EX EX EX EX A AS B 8.5 12' 0" 6'-0" 6'-0" 6'-0" 6'-0" I 12'-0" 12'-0" 12'-0" 12'-0" I I I I I I I I 133'-2" I 1'-5" 10" 3'-10,, 15'-6" 8'-6" 1516" 4'4' 8'-0° I I Sig 4 3E I I te1 1 - B G. MAINTANCE I r EXiER10 STORAGE I I 10O I i'a i i i I I° ° �I i S 14 . 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CUH x Q I I I NEW- - I i 1 CC HR c RATED M,L JQ vvvn I I 1 I IN NEW OPENING — MODIFIY HANDRAILS SEAND 3C A DRAILS EX 01 3'-0" 3'-4" I TYPICAL/ _ I L / UP 0 STAIR A MODIFIY HANDRAILS I I OQ1A I SEE 4C & 5C/A801 TYPICAL I NEW WALL RAILS I 4 I SEE 4E/A801 0 ' TYPICAL I I I 00 I I o o I M C12800 �- - - - - - - - }- - -- - - - - - - - - - - - - ------ ------ I- - - - - CD I , i N r ❑ I I 11 I I I 'I I I I I II I I I I 11 --------------- I I I I I I 3D I I I 50 ----J i --J L- i i---- i i _J I W W ' I J L----J- MATCHLNE A ; I ---- MATCHLNE A MATCHLNE D MATCHM D I SEE SHEET A104 FOR SECTION D - FLOOR PLAN CONTINUATION I I I SEE PLAN (SECTION A) SHEET A101B 0 I N 0 I CV SUPERIOR BLUE( OVA I �A�M Collaborative ■ V ( bnl"I lerard CamcW 0601�'f44i� TeklDhoneFaxWO 65l-8t177 eso 657 3141 Architecture Planning Interiors Engineering Landscape Construction Services Technology ❑ 28lFarmington A WT TeiBPbArr'B 8W W--8017 r-axsso sn-s5o� Additions &Renovations I to TIMOTHY EDWARDS )111iD DL E SCHOOL 100 Arnold Way South Windsor, CT06074 SDE Project No. 132-066EA IEXISTING CONSTRUCTION NEW CONSTRUCTION I SECTION A SECTION B SECTION C . LOWER LEVEL NORTH Key Plan Akmber M/D/Y �sved For LOWER LEVEL FLOOR PLAN SECTION A cafe nrawft Nw*er 06/09/97 Scala 118. = r—on A 101A Pica ftn"r 95040.00 )RINT WTBY CT 203-753-2721 I d T T T w E 0EE. A xE.7 EAe13 o F.6x 5�H H.5 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" _ J J-7 K 1 E T 10 - 10 15' 2" 16'-0 10'-3" , 5081 24'-0° 24 0" 24'-0" 27'-2" t- t-- a m I 1 2T-2„ I , 12'-7"t 14'-4" I 5'-10"I I 15'-9" ' ' 12'-5" ' 11'-7" 1 16'-9" I 7'-3" ' 21'-0" 12'-d"1 11 1 1 11" 1 I 4 -5 14 -7 1 -2 12'-3" -2 5 -10 rl -0 T h 2'_1 35'-0" I I 15'-4" 1IT I ,» I 2 _0' y / - / - I SEE PLAN (SECTION C) / 10" I 1'-d" ' 35'-0» SEE PLAN (SECTION A) 8' 6" 15'� 6" ' I 21'-2" ' _ Ll I 8'-6' I 1' 0" SHEET A101C 10'-0" 19'-0" 12'-1" . SHEET A101A 6 5' 0" 7'-0 5' 0" 7'-0" 5'- ' 4'-3" 4'-3" 4'-Y 4'-3" 15 6 3 -8 21-0" -1 I I 15 -4' S' 0" 7'-0 5'-0" 7'-0" 7,-0„ 5, 0» 7'-0" 5'-0" 8'-6" 10'-0" 10" ' 1 1 I I _ 19'-0" ' 6'-0» 1 C o l f a b o r a t s v 2 C O° SUAL ARTS , Arch/tect(! 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AB5 2 001E I I CLOS. i nT 1„ i OFFICE 4 STAIR G OtG N ' ISTA125 - - I - - i33 LOBBY 8 00 Att8 + a CORRIDOR 134 - 1 - - - 3 2'-p' sill 2 i 5'-2" a, CORRIDOR �I i g" O 12'-0" I 123 1 » 2 B 1 I 2 1 At27 1 TYP. ;� A105 I I 2 9» — — 24-9» 25'-3" 2'-0 , 2'-0" A 3E 28'-1" 18'-6" A2ot At05 NEW SLAJ EXIST, SLAB - N EX g i - - - - — - oe - - I - t 2 2 _' —� -� —� -- °° _ _ _ - - - _ -- 2 1 — -- — -- --- --- -- _ram �., >I_��r - —__ - �-�- .. - I , - u 1 _ a' N o I I M I I t 2 4A » 7' 2'> 1'_4" T-2 g 1„ 6,- 8'_6'11'-6" ' A - 9'-6" Tq 1 N ' I I I 5C 6 STAFF STAFF = ELEV. JA . ' z ELECTRICAL I MALE z FEMALE I TOILET i MACH. RM. CLODS. 12 ROOM i 1 I TOILET I 0 2' 2" o ;� iv A114 I TOILET ❑ TOILET TOILET I I D d I I , - I HEALTH A2o> T110 - s O - 105 2 Jl 106 1 I T112 I T112 T113 O 3 CLASSROOM ( 1 T113 A114 ! co 4 _ 3 1» 135 I I co 20' 8" 20'-8" a' 148 RELOCA D BASKETBALL ° i _ _ I 2 CCESS. 4 BACKBQ RD SUPPORT - - - - - - - _ I I o O FORWAR I FOLD I — — — - 1 - - - - a 2 r F. ' I I o ���,9 I BLEACHERS IN to 2 ACCES . DF. 4 + ' I CLOSED POSTION— I I I I I _1 6 -0 I 9'-4" z I + 177WHTALL EXISITING BASKETBALL I , 4 BAC 80ARD SUPPORT ' 1 5 _ t 00 A.F.F. + ° TO E RELOCATED 1 I Ii I , i _ ;��___' ' is ' IKSTI�. ST ITAGE I I I 2 4A I I t` � M - �� rii - ' ' 2 I 33'-5" 5'_ 0" J 3E ASK BALL 0 0. I' stPs' I � `s o9 509 BACK OARD L _ _ I<'• 1 0 EXISTING BASKETBA I I _ -_ SUPPORT I I -----Renovations BACKBOA D SUPPORT I BOTH IDES Additions � N 21_ SIDE FOL I I I '_2" 10" to 0" 46'-3" to 29 -0" 38'-5" 1'-0" 1'-1" ' I EXISTING BA ETBALL + I VISUAL? ARTS 1 NEW D.F. TO STORAGE REPLACE EXISTING BACKBOARD PPORT I I STORAGE I ' ' a, ' , I I ' 1'-2" 11" s - - - - -$F}0 - - , _ - I _ _ I _ SIDE FOLD - HANGE SWING ' S]08 S109 I o Iz _ TO OPPOSITE SIDE �- TIMO TH Y G NASIUM I l + 4A 3E , NA114 R 2'-2" I ' 1 E I , - 2 1116, 505 + n ' NOTE: - ' � .. � I I ' o EDWARDS "1 505FOR ADDITION COUR ' 1 E < 2 45'-0" 2 3 T-7" 19'-1" 1B I 4'-0" 38'-3" 4,-0" STRIPPING LAY IS a SEE D101 B A501 I: 1 z _ — BLEA HERS EXTENDED C] 9� ' 1 I 1 ' ' GYM - I I f o x o IS 09 STATION 3 + _ _ = =� I MIDDLE SCHOOL ------------- `o° o , p , I I mi I , 1 E N NOTE: a ` 1 A120 1 _� 1 ' i ' I I 1 C N �i o I FOR ADDI1110NAL COURT I ' 0 I I I ALI N CORRIDOR a12201> . Asa w 100 Arnold Ways STRIPPIN LAYOUTS 1B I a 5'-6" A120 11'- 0» 10'-4" s STORAGE R 1 N a ' SEE D101 606 1 1 I _FTo I I -- 2 _- I I I , 1 C , S]i2 BAN 4ROOM I a 1 South Windsor CT06OT� 4 8 EX _ W o 1 ' I I , to ^, - A501 0 5E I 1 - t37 2 ALIGN � 50 SIDE Pro eV t � � _ o. t32 066E $ � - - - - - - - - -I - _ A119 A � 4 505 �. I _ MAIN BASKETBALL COURT EXISTING BAS ETBALL - I-, I - - I_ _ _ - Uj �` BACKBOARD PPORT 1 2 COPY , - 1- - U, _¢ ALL PAIN D COURT LINES SIDE FOLD - HANGE SWING ' CENTER N I 1 n 2" WIDE (TYPICAL) I I , o ¢ I TO OPPOSITE SIDE o ' - — 1'_0" 8' 5" 136 .1 E I , EXISTING ASKETBALL 1 I �, 1 v=, BACKBOA D SUPP A501 = I EQUAL 12'-0" o N S1t ' : EXISTING CONSTRUCTION NEW CONSTRUCTION W ` n SIDE FOLDI , hf --- — — — 1B 1 s Et�UAI B I I 1 , f--------------------� I n ih t EX _ II I II Olt C> p ING BASKEUPPOTBALL BACKBOARD SRT I 1 0 I u � 11 cV 1 ' TO E RELOCATED _ N .-- 1' $� N ACCESS. tB 1�7 WEIGHT,I I 2C --L10 o FITNES 303 i_ ORRI OR 137 ' SECTION A SECTION B SECTION C Al 1 o L I I RELOCA D BASKETBALL BACKBOARD --- SUPPORT J LOWER LEVEL ■■ A„4 m NEW DF. I I I a A J I I I I I N j7-< I 2 w o , I I I , , , 1 I BAND INSTR. I', 1 NORTH KeyP o , CISSTORAGE 1 0 Plan o 1 `" 0 148B ' Aimber M/D/Y Issued Far' ' V' I S110I `V N I I � I I - �: , i - I• 0 o i z 00 I , 0 I I 00 . I 0016�> A _. •i Yi I L.. I i _ - - _ - - - - - - - - - i i - _ _ r _ I r OO1C M 7.9 L J A I 8 ' to STAIRI B - STORAGE I :•;:: I , I I I 1 I STIR C ' � 001 = S11fl UP 2 1 UP TO 01c i 3E ABOVE 2 O 1 E o , nl I _ I {.} - - - - - - - - 1 -' N y0.s' I = (.0- ---- _ - 00 6" 5" 9' 10" [:Al'-8' 16'-0" i 2'-2" 13'-2" I 1'-6" 9' 9" 1'-8" 8 7 09/05/97 I i I I ico I cat N - - - - - ---� ;--_,- $$ LOWER LEVEL CD I I I I I FLOOR PLAN _ 1 t in ---------------=------------ 1 9------------------------------ ISSUED FOR BID ___ _ SECTION B 403 — --- -------------- ----- ----� ,� — - - - 10 Date Drewhq JYumbw -------------------------------� 06/09/97 m I W in 10 Scale W1 1/8n = —On A 101A U Prvl m raber 95041200 UPERIOR BLUEPRINT WTBY CT 203-753-2721 a •r..i n.o � L.L �d 24'-2" I I I I CCC J1 AM /CC'l1T1AK1 M ®+ Th Co I I a b or q /* V Architect& Plana! /nterlo Eng/neerl Landscal Construction ser*4 Technolo, ■ 80Gasl Mwy8oV*wd ❑ XFWV i#i nAvea COYNCkd 06=40 Ca gck d Tdq*av W 667-07 Tek�a+aate M 637-W,, Fm M667--SO Fax &V 677-m I»awn KL "hacked Additions &Renovations to TIMO ray ED WWW ARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT 06074 LISTING CONSTRUCTION NEW CONSTRUCTON MON A SECTION B SECTION C LOWER LEVEL P4 Atrwnber M/D/Y Issued For 09/05/97 I ISSUED FOR BID LOWER LEVEL FLOOR PLAN SECTION C Dste &Swhq Number 06109197 Scats 118.1— �� 0� A 101C pf1pA1"**f 95040.00 SUPERIOR BLUEPRINT WTBY CT 203-753-2721 s r A B B.5 12'-0" 6'-o" 12'-O" zmo CL_o¢ LJ U W N LO = m W R 0 N M I FOR ALTERNATE a z z O U �M_ Q _ J d 0 J li O N co z O U W cn O U_ m N O a r- o W W N W W N a m WW QQ 66 9 The S / L / A M Collaborative ■ 80lGaskdxq Bakeverd Teloone Fax 860 860 W7-biO17 &57-3f�1 Architecture Planning Interiors Engineering Landscape construction services Technology ❑ 28IFarn;#cnAv&w carte= Tekphate 860 657-8W7 Fax 8W 677-6507 Additions & Renovations ----- to TIMO TH Y ED.WADnS ____ MIDDLE SCHOOL 100 Arnold Way South Windsor, C T 06074 SDE Project No, 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION SECTION A ! SECTION B SECTION C SECTION D MAIN LEVEL 1�1�p NORTH Key Plan M�nber M/D/Y issued For MAIN LEVEL FLOOR PLAN SECTION A We Drawhy Humber 06109197 1180 = r-o" A scale 102A PraA ftiter 9X40.00 SUPERIOR BLUEPRINT WTBY CT 203-753-2721 ■ Ex Ex Ex w Xx E 1 E YX z E.6 Aa E.7 1 Ba E.9 F cc F.6 G H H.6 J J.7 K 1 E K.7 L.2 r � v 50 50 m U 12'-0" 10'- " 10" 15'-2" 16'-0" 10'-3" 24'-0" 24'-0" 24'-0" 27'-2" 12'-0" 12 -0" 12'-0" 12' 0" 12'-0"T 1 I ' 1C I I ' �1'-0" I 27'-2„ ' S'-10" ' 15'-9" 12'-7»I 14'-4" I 1 12'-5" 11'-7" I 16'-9" 7'-3" 21'-0" 2'-0"' 4'-2" 5'-10" I I 1C TYPICAL FOR soa I I I I I T— — — — — — — — — — — — — 5'-7" 4'-5" 1'-5" 14'-7" 1'-2" 12'-3" 2'-1" I TYPICAL FOR MAIN &UPPER — — — + — -�-- — +.— 1--- I 97'-7" 1 I I — 35 -0" _ MAIN & UPPER FLOOR LEVELS c SEE PLAN (SECTION A) I B'� LEVELS 4 '-5" I 35'-0" 15-4" I I Lvv�` "r"� SHEET A102A I 10" ' 1'-0" 1 2,-0„ 11 10" 1'-0» 1 -5" SEE PLAN (SECTION A) I co N I 7'-9» 8' 6" 15'-6" 8' 6" 9'-2" 10'-0" 19'-0" 6'-0" I _ 9'-7" 101-0"' 14' 0" 10,-0" 14' 0" 10' 0" 14' 0" 10-0 6 -0 10 -0 19 -0 6 -0 I SHEET A102C I I I I I 1 7'-0" ' 7'-0" 7'-0" ' 7'-0" 7'-0" ' 7'-0" I i T —4- - _' f I I 2C 3C 7 1 I ® - I I 304 3E 2C 304 5E 3C 1 0 3 to 5E I PIPE TYP ( 404 I o 0 4 4 O s I , I LOfAOCH 503 403 503 2 0 509 DWGS. 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ABOVE A ; 1 I I I C I �— j N 17 i� ABOVE STAIR F I 2A I 15 t5 I I 4 TAIR G ' ® I 17 n 256 g" 50 001E aA 2 tI r N n n - OOiF I ' -' 001G ' — — — — — — 251 252 17 17 1 253 ' I 254'I I M �� --- 3oarIM, = I ,M 2" E.J. , n n z ,� 2s5 ----- ------ ~ e . 0 I � I �. ^ oo _ I - 2 r7 I 17 � 2 - - �- co '-,.,-> - �/ 0 20 t - �, LOBBY — —�— `FEcw-2A — A216 T E.J. — — — `—°° � .�.— _ E.J. 1 1 " 1 Lockers @ 15'-11" I I 1' Lockers @ 13'-6" EXist sLA6 NEW SLAB , 1'-4" 1' 5" 12'fi0" 16 Lockers @ 16'-8" 1'-8" 16 Lockers @116'-8" 12'I-0" 16 Locker @ 16'-8" 1'-8" 5'-8" 13 Lockers 13'-2» 1 5'-' " I -10" - 17 Lockers @ 17'+4 I CORRIDOR 15 Loc ' 00 0o CO RIDOR 5D `At c� A215 00 A2i9 'AziS — — — — 11' 9" 1'-4" oO 10'-6" 1'_4»'I'V14, 15'-0" A 4A15'-6» 8'-9" 16 Lockers @ 16'-8" 66-0" 66'-0» 6215 28 Lockers 28'-2" 6 6-0" B1 Lockers @ 10'-8" 10 Lockers @ 10'-8" 10 Lockers @ 10'-8" 10 Lockers @ 10'-8" 1 Lockers @ 10'-8" 10 Lockers @ 10'-10" A2 9 5,_ 5 5 1 0 I t A � N iM2o5i 0� T210 (T209257 N _ ACCESS. `` �A 5 E EV. N ' I 11 TEAM EWC BOOK STORAGE 0' 6' 10' 1 -4 " ' `� 0 TA CLOS. I _ Oai1 E 1 ' I - 00 ► 204 STAFF00 0 , STAFF 4 o MECHANICAL RM. 2 258 ' 259 " ^ 1 257 I I 1 A TOILET TOILET 20 1 n tl O I o 24'-2" 2 I a, GIRLS 25,_ 1 -0" o TEAM CCE S. T210 209Tall - � n o ROOM D PA S204 - - 17 2Q8 ' 2fi7 PHON[ t 4A _ 4A I - M-0 I ET71 Le ' I ALIGN -�Jm �,❑ ALIGN 5B 4 1 O a _ 3D — II 4 I A201 4 A201 �, NSI I s M 2 3 E � ROOM 1 2A I I I I 1'OPR THAND _ ^ s _ - - -' - - LOW WALL I i iI I I ONITOGMILENE�i I i 1,-6„ COMP RL L I N '6 N T G I I I M �' I GYMVASNJIIIi BELOW N G BLOW 3D A 18 9APD ROOM I B ' i 14 ' BELOW 1 z G R A A L 305 0o LOBBY I I 5 o GUA D RAIL SIM.6E/A801 GYM CD 1' i BALCONY 0 ' I I ' ' I -® u 1305 U w CD 3D 17111 0 GUA D RAIL Ex _ T E _ _ _ _ - - - - I , - - SIM '6E/A801 A z 1 - I ' 5>-4" 8 7,_8„ 8" 5'-4' 2'-0 - 0 0 IA � IJi. if FOR�0,1,ABI_EiPARTITION l I ze '. 2B8 „ ,--. r--� i--� I o,.Ie, ewu� I IN ALTERSATEEN . 505 I = a IS u et 7 BI3 B17 14 - BELOW 0 00 0 0o ciI IA V) o o M 5 I I o N N 1 E SillI A501 4 4E 5 5 505 = 505 1 38'-5" 1'-2" ' 10" ` 10" 47'-3" 29'-1" '- I I I N IA w 1e 1E W V) I 8 co "' I _ ' ' ' 1" GYM I 1 4A GENERAL o N REMOVABLE ! LOBBY z 1 COMP. LAB 1 GUARD RAIL o I N\1 N T G o I , I I �v I A218 1++N TO G Irm LE VEI. I I ' _ ✓ I 2 1 _ _ _I I _ _ _ ' I I I I A c"I I 2 3C 3D 1 4D I I A201 1 2E I 4 ALIGN ' A201 ' z 503 N - - - 30 - Is d- 6'-0" 4'-0" t7 N d- � I 2 4A fit - 2 ri 'F11- I I 1 1 I 1 N to - ---- TEAM N z I STA STAFF ' 22s ROOM Al s2o2 - 24'-2" - ITOIIE _ _ TOILET STOR. �, 17 ; t oo s 1EE01xx.19 ' I ' ' I TEAM' " DATA OESS. 0OFFICE I MECHAICAL 2A PA z i- 221ENGLISHI > " 20 PHN OOSTORA 1-478-3 coACCESS. 3 229 z i IA520227 z RM. 2 2 TAO2zL 0E5TT 20"5z EWC. T203o _ 2 6 18'-4" 8'-10I 28 Lockers @ 28-2 8+i9 Lockers @ 196'-0" 66-0" 10 Lockers @ 10-8" 1Lockers @ 10'-84" 10'-6"m� II 5D �10 Lockers @ 10'-8" 10 Lockers 10'-B" 10 Lockers @ , CORRIDOR N00 2ov I I ' EXIST. SLAB NEW SLAB 1'_�'J 5D a'i X 1'-4" ' ' ' 1 oO 2O 304 o CORRIDOR T � W A2Ao7 A g07 304 i 15 Lockers @ 15'-11 1 Lockers @ 13'-8" A2o3 304 LOBBY r 4A I 12 0" 16 Lockers @ 16'-8" 1'-8" ^� 16 Lockers @ 16'-8" 12' 0" 16 Lockers @ 16'-8'— 1'-8" 5'-8" 13 Lockers @ 13'-2' TYP. - 17 Lockers @ 17' 4" 20 0 1 , I o -- :0 205 E.J. II - _ `�' it - _ I ti _ _ - - - - - — - - , 7.9 _ FEC _ I a — STAIR B _I p04 A204 17 17 _ - 2 - 2 I ( z 2 z — — — — 1, z 225--------- -- ar- 001 5E , h ` M 12 _ -- ----- — L � 5» 0016 5E � 2A 221 222 � � 22., 224 I 4 2 n PREP RM. _ a - I 304 d016 VEST I I n _. I ' I —N� I 226 I 304 I a ' ® ' N FROM UP FROM B I , 204 2" t5 t5 1 E II 17 O0 ABOVE M BELOW(BtC M D n 1B n _ ABOVE BELOW 1 0 13'-2" 11'-0" aA 15 3fl4 304 TYP. I 22s 5 B TYP. I RECESSED 2'00 -2 7 4 I - ' FLOOR MAT 1 DELETE G.W.B. AND i o to �' INSTALL MOVABLE PARTITION _ I o, E.J. 1 E SEE SHEET A204 _ - Ilu 507 I , ALTERNATE NO. I 00 ' VTyp._, TYP.50o CLASSROOM CLASSROOM CLASSROOM CLASSROOM _ _ _ _ I 8 7 CLASSROOM I CLASSROOM I ; `'=�°"= N � A2o4 A2a4 I 4 ' 2 3 1 214 ' l i' -1 ,` i a a B 221 O - N � I I I N " 24'-0" - - I - - 24'-0"- - - -`� 10' I 5" i a, 2'-10" 24'-0" 24 0" ' �o 8.8 SCIENCE I CLASSROOM -- I SCIENCE o - =i j CLASSROOM o 215 PRE RM. I o o r 4LO �I 7 I ® I 2 6_1 1. r L L- 225 - - 3 4TYP. _ 9 3 — 3046 5E z 4 5E o �' 509 o f I 4E 3C 3C o I o 21 s ' 303 2 C 304 1 E I _0 00 I 1 3C I TYP 404 - p ■1 The I,d;M �% I AM T� I W/ C o a b o r a ti ve Architecture Pianning Interiors Engineering Landscape construction services Technology ■ 8l?GhdarxryBmIllo rd ❑ 281 F&rn* g w Avaaoe an Core"0��� Ca�e�cr� Ot�t?2- 3768Te�e0 6678OT7TednF8806aFax 860 627-M Additions & Renovations j to TIMOTHY ED WARDS MIDDLE SCHOOL 100 Arnold Way SOuth Windsor, CT 06074 SDE Project No, 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION ------------------ T-------- ---------- SECTION A ! 1 SECTION D SECTION B SECTION C MAIN LEVEL V144jp NORTH Key P/an AForher M/D/Y /saved For MAIN LEVEL FLOOR PLAN 1 SECTION B 404 oO — 403 503 DPP. HAND ® - ' _ I _ - OPP. HAND ® I17 - _ - - - - - - - - - - - _ _ _ - 1fl Date Drawwrrq N�mlber I _ - - - - - CD 06/09/97 100 m U 1 Scak - - - - - - w w 118 A 102B 4C Q m 4C 1 C 1 E 304 Prod Akrntbvr ::3604 1 E 304 SIM. 50 SIM. TYP. 1 C 9X40.00 ~ TYPICAL FOR 50 2 STORIES ONLY 605 DPP. NAND TYPICAL FOR MAIN & UPPER Si2 STORIES ONLY m. S U PE t��lMUPBB U E PRINT W T B Y CT 2 0 3- 7 5 3- 2 7 21 FLOOR LEVELS FLOOR LEVELS c 4'-2" 5'-10" , m I I � I JLL �II Lmm �JLCTlvivl B) i SHEET A 02B I 01401- IP 4'-2" 4'-10" 1'-0" I , I 1C 605 TYPICAL FOR MAIN & UPPER FLOOR LEVELS C 10" 1'-0 " 6'-0 P I OPP. HAND TYPICAL FOR MAIN & UPPER FLOOR LEVELS The W I r I A l II1 C o I I a b ora tive Architecture planning lntar/nr�e Engineering Landscape construction Services Technology ■ ao lksfonbvy Boulevard ❑ 11141,fan Atot iiAlel�'Ya�YITY FR/1i1%If�M CamecW 0 44� CrameccW 0609.E TekpIo»e M 65l-- 077 Tekplborae &V e7-077 Fax 8160 65 '-= FexW 677-W Additions &Renovations I to TIMO TH Y --CQWAODS MIDDLE SCHOOL 100 Arnold Way South.. Windsor, C-T 06074 SDE Project No. 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION �F(-TinN A SECTION D MAIN LEVEL Iwp NORTH Key Plan i Mu7aber M/D/Y issued For MAIN LEVEL FLOOR PLAN SECTION C Dtt* Dlrawft Namber 06109197 sO& 118n — On A 102C h4ftr*" 95040.00 SUPERIOR BLUEPRINT WTBY CT 203-753-2721 I J t 12'0" l 6'-0" 1, 6'-0" I ' I I , I � I I , I I � I Q0 �I I - 1.3 I I I , I., O I 4.1 0 I 0 I N 0 I EX 8.8 EX 8.9 0 0 N EX 9.910 — — — — EX - - - - 0 N 0 I F T 12'-0" T T 12'-0" 12'-0" 12'-0" 12'-0" I I 0 - 0 � I I I I I 00 EX - I I I EX I 0 i 00 I I EX 14 10 I LO MATCHLNE A MATCHLNE D m 12' O" 12'-0" 12'-0" 6'-0" 12 - I ' EX T 12'-0" 12'-0" N 00 I I I 5E I M I 403 - I COURTYARD I 1 4E I BELOW 2E 403 \\ IkA 403 -. I 1E 5O4 3E 403 I I 17'-10" \1" co I a PX Q 12'-0" ,, 12'-0" ,, 12'-0" EX Tm S w 12'-0" 12'-0" i I I SEE PLAN (SECTION A) SHEET A103B a m w w I 0 CN FOR ALTERNATE 0 c-� I O 1 N o z o I 1- N Q z O U Q J 0- 0 0 J o � I N m z U w O U- m 0 Q �- o w I w V) w -- - -- ... A �F _ I I _ L _ _ j._ U U l l d ,U U I d l/ V U Architecture Planning interiors Engineering Landscape Construction Services Technology ■ 80 Meb bw Boufel�wDxerrjd� ❑ 281 ti m*vLw Avenue mmmon CAme+Cw &, Ca► -Circus xw Te"ane M W aon T� sV W-07 FaxAso ., -gym �zWO677-W Additions &Renovations to TIMO TH Y - - EDWA�DS MIDDLE SCHOOL 100 Arnold Way South Windsor, C T 06074 SDE Project No. 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION I E----------------- ;------------------'� SECTION A UPPER LEVEL 1044�p NORTH Key Plan AW ber M/D/Y 4wwd For UPPER LEVEL FLOOR PLAN SECTION A We ZOwbq Nta *w 06109197 swam 1/8A = r—on A 103A PrOA Ake "r 95040.00 SUPERIOR BLUEPRINT WTBY CT 203-753-2721 1.4 EX EX EX EX EX EX EX EX EX EX EX 1 E r u v w X E 1 E Y Z E.6 ,� 1 E.7 E.9 F cc F.6 G H H.6 J J.7 K K.7 K.8 L L.2 508 508 ao U u�l 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 10'- " 16'-0" 16'-0" 10'-3" 24'-0" 24'-0" 24'-0" 27'-2" I I iC I I 1 �1'-0" ' 27'-2" I I 5'-10"I ' 15'-9" 12'-7"I 14'-4" 1 ' 12'-5" I 11'-7" ' 16'-9" I 7'-3" 21'-0" 2'-0" 4'-2" 5'-10" 1C TYPICAL FOR TYPJAL FOR 604 5-7" V-5" ' 1'-5" 14'-7" 1'-2" 12'-3" 2'-f 605 MAIN & UPPER MAI&UPPERFLOOR LEVELS ccr- DI AN] (CGrTI0KI AlFI 0 1 EVFI S I o�'_�" I I ��'_n" 1 I CEE PI AN (CFCTI0N Cl JLL 1 L/l1Y 1JLVIIVIY /1` �.+-•+,••+,• `F ✓ -J 1 1 JJ -V i I J -'T J / / JJ V SHEET A103A I " » SHEET A103C co 1 0 0 0 CV N 0 0 N it N 12s 1-5 .^10 1-0 2-0 1-0 10 1-0 4'-3" 15' 6" 8'-6" 15' 6" 3'-8" -0" 10'-0" 19'-0" 6'- ' I 9'-7" 1q'-0" 1 14' 0" 10'-0" 14' 0" 10'- " 14' 0" 10'-0" 6'-0" 10'-0" 19'-0" 6'-0" I I I ' 1 I I I I ;; i ' I I CDI I I ° I I 1 ^; 1 ' 7'-0' 7'-0" 7 -0" 7'-0" 7 -0" 7'-0" �4—-���= - I- - -I - - - - I r� I - � I j I I I I 7�- I - - - I - - I - j I - - , - f I �� I ' I 3 I I lA 1 I I I I I 304 I 3C , I ZC aD I I 366 1 5E @ PIPE 2C 304 SE , 3E .J o `i o 1 4 4 - LOCATIONS TYP. 1 0 509 i 503 503 4 4 5 I o 0 REF. MECH. 403 LO I I I I ( •- I i DWGS, 9 SCIENCE N i 0 1 `_ -� r-1 /--� I SCIENCE N 2 ' CLASSROOM N I o I _ �. _ _ .> �. _ I CLASSROOM N PRE RM. r , �I, I 2 _ I 10 -0" 1'-8 1 B 2'-10"- - 21 '-0" - - - - 24'-0" - - - -24 0 - - - - 24'-0" i 21'-8" - - 10 5" N U i I I I 1 50 I- i I I I i 1 1 i N T 2'-0" /0 CLAS ROOM I CLAS ROOM i 0O _ 33 I I 34 I d 2 I �_ ' CLASSROOM CLASSROOM CLASSROOM I ' o CLASSROOM I 352 " 353 ' i 354 ' ' 0 4 1 1 1 I o 351 It It I ' - ROOF M 3E 1 BELOW 4E 1 DELETE G.W.B. AND ® I 3 o ' I I I I 305 I = 305 1 i I INSTALL MOVABLE PARTITIONSEE SHEET A i OPP. I 0 ALTERNATE N4 I 5'-11» 2'-2"^-4" nAIVU t1A1VU 356 L A.- - i FiAIVU - i I I � 2.6 QN TO I � I - I i n I - ' ! BELOW I 304 _ �., o E T d 1 ® + A is 15 � , » PREP RM. STAIR G BELOW 2a> STAIR F 001E 17 4A �- I 2 0O + 001 oolc M I -------- --- ---- - 351 352 a 1 353 354--------00 ---1------- 355 ----- ---- o - _ z - ' i ' - I d - a --�--- JKXX F,� N LOBBY_ :w K=' - �- - - M 2 V A�t� I I - ' 17 Lockers @ 17'-t4 (V.I.F.) I CORRIDOR 151 Lockers @ 15'-11" (V.I.F.) I 7'-6» 13 ockers @ 13'-10" (V.I.F.) 1 A314 1 I _ 1 i 1'-4" +A 12'4' 16 Lockers @ 16 -8 1 1'-8 16 Lockers @ 16'-8" 12 r0" 16 Locker @ 1 -8 1-8" 5 -8 13 Lockers @ 13'-2 1 13 -10" 314 304 O° ' A311'1 Ill 00 CO IDOR 5D CO Lockers @ 10'-8" 10 Lockers @ 10'-8" 10 Lockers @ 10'-8" 10 Lockers @ 10'-8" 1 Lockers @ 100 0'-8" 10 Lockers @ 10'-10"J 5- 11'-9' 44-4" oO 10'-6" 1' 4» !-`1 9" 15'-01, 8" 15'-6" 8'-9" 16 Lockers @ 16'-8" 00 6" 6'-0" 6" 6'-0" 6" 11 28 Lockers @28'-2" - 6 6'-0" 304 V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. V.I.F. 2 I 1 I I 1 4I - - - - - - - - - - - - - __ T308 o - o ACCESS. 2 1A T310 T309 C3O 357 - N EWC - MATH 6" 7'-2" s 1' " c' "' DATA I It TEAM GIRLS 2 `I 3E BOOK STORAGE I CLOS. I ROOM E TOILET ' i I I I I I I Room i "? 304 T R l S303 1 STAFF 1 STAij RT + o MECHANICAL RM. I z 35s i 359 " , I 357 Ion ^� 05 _st'1 I 308 - - - ,. ACES-L 5303 - L T3 24'-2" 2 ao - 1'-0" 367 I PH N �� __... - _.:� ,u,10' 309 p -5' : `� n I + 359 I 17 v f o o *� N 2 2 N 4 ALIGN 1 --j 1^30 5-B ' 4 I GYM A201 4 3E A201 2 I LOBBY 509 ` 1 LOW WALL — v._ _- A_-.__ GENERAL I COMP. LABI Q, S 4 1 V-6" 358 N GYNNO M BELOW 1 GYM+IAM N B&OW BAD RWM I I I I I I I 1 00 1 I - 1 1 1 1+ ' 1 ' z B&OW o STORI' I Z O U Z O - - - I J I o I I I I I I I I I I I I I I I z o U E � 505 Of S�L A M Colla bo rati ve Architecture Planning /w,<wrJwrw nnv� ivi a EnglneeNng Landscape Construction Services Technology ■ 80 GmWj&rye«b d WF&mi# nAve w cmft> V 0 C wec6 d 06082-D6lJ Tdfeplow 860 667-W77 T jaha�e W 657-8D77 Fax 860 667-M Fax 860 677-M7 Additions & Reno vations to TIMOTHY CA i/1 A DA Lft ALIGN 54' 18» T-8" 8 5'-4" 2"0 1 1A�r a - - REF. HET A 04 to i FOR 0 ABLE PARTITION r IN THI AREA FOR H 1 n t ' 1 ' CD ALTERNATE N . J I A505 e1� 613 en * ' ,y - C? OP O - - - i T Z - CD O p d.. I I 1 C I I I 5E 1 cfl I 1 N N 1 t 4A {' WOO`' 'q.E ' �_- I 505 \ v 10" >_ i10» �� I 46'-3" 5J5 1,_1» 29'-0" 38 5» I I I I I I p I Q 1 E 1A _ W A501 = I - N 0 30 1 - Q GYM = I fl GENERAL C)1' 6" COMP. LAB w ' LOBBY 1 A I i N s os 30 0 W I I I ------ -- - I 9 SIM. 3 2 i ' 3C �_, 31) Ago, 2 E I I ' A201 I ' <% 4 503 s 6-0 4-0 17 n I d 11 17 N d 2 2 1 N N I 1 I _ - -� - - - - - - - - - - ih- N 17 17 O TEA 2 I STAFF STAFF ' TEAM �29 Rn17 A S3ot - - - -- TOILET STOR. = i OOM E I DATA 24'-2" 25'-81 I I I I I I 1 M �, - �� s_ ,�„1 t i ��1 ` ' �„1 0O �i� OFFICE I : In rm c PACC AYE S. SOC. STUDIES 'Lu'J '�J �2�� 6' i�J rn 'Aa 329 it o MECHANICAL RM. ua, TOILET N BOOK SSTORAGE I I - 1 4y0 Ii I1 N 2 u 30,I I32 0PH N 7 7- 7-9ACESS. 00 lA n (P T303 T304ECC 1 5 z I I S302 327 M302 C - - - - - - - - - - - - - - -' - 2 2 2 T305 _— 6„ 6" Lockers @ 10'-8" 10 Lockers @ 10'-8" 10 Lockers @ 10'-8" I 10 Lockers @ 10'-8" 1 Lockers @ 10'-8" 10 Lockers @ 10'-9" z 5 " 1'-4" 10'-6" 1'-4"&[� 1 -9" 15'-0" , 8' 20 6' 6" 19 Lockers @ 19' 11" 6'-0" 6'-0" 6" 28 Lockers @ 28'-2" 6' 6'-0" 27'- " SD 0 a- N 0 N N MIDDLE SCHOOL 100 Arnold Way South Windsor, CT 06074 SDE Project No. 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION - SECTION A 7) UPPER LEVEL I I I I I I 1 1 g 1 1 ( 1 1 00 1 1 4E 17 Lockers @ 17' 4" CORRIDOR 15 Lockers @ 15-11" 1 5D Lockers @ 13'-10" � A304 - 71 I 12' 0" 16 Lockers @ 16'-8" 1'-8" co 16 Lockers @ 16'-8" 12' 0" 304 16 Lockers @ 16'-8" 1'-8" 5'-8" 13 Lockers @ 13'-2" 304 T 13'-10" -� 304 TYP - 2A A301 304.E � 4A j I FEc 2 LOBBY t - - - - - - - - - - - - - - — - _ - M 7.9 N it 11 tt - 1 f 1 00 - - - - - - r 2 2 i5 2 2 21 322 323 324 325 -------------- - - STAIR B �p5E �e ---- +A - - - - - - - - - - 2- - O �� O O ------ ---------- - O PREP RM_5E. 01C 1 M I I I I I ' I DD16 ,0\ y A `'� 17 is is I I (44)�TYP -�— ' -� n 326 1 OO( 0� �pjV4 ® ON TO �.• c>' 71 1 E tt • tl\ 0`�N TO BELOW 4A is - 3� _ - - - - - - - - 17 BELOW - I - - - - - - TYP. - 0 8.4 326 1 00 ®507 DELETE G.W.B. AND --j� + = INSTAIl MOVABLE PARTITION SEE SHEET A204 ' l ® I I10 ROOF / I I I ALTERNATE N0. 1 00 ' N BELOW tt `� 5C 4 CLASSROOM CLASSROOM 1 CLASSROOM CLASSROOM CLASSROOM CLASSROOM i 304 '00 I I 313 I 3 4 I ' I I C I 1 j _ I 4 I + 8.7 1 I I » ' �" 1'-8 N i I 10-0" 1-8 2'-10" 24'-0" 24-0" 24'-0" 24'-0" I 21'-8" 10' S" 1 I , r 8.8 SCIENCE i i SCIENCE LASSROOM - ' PRE RM. o �'' 7 �' +7 �' I CLASSROOM 315 ®. I 3 6 % -� �., r �.� 325 N 4 I o - - - - - - I ' - I - - `�' t 46 N 3 4T — - --1 - - g 1 ' 304 o I 5E �'710 V NORTH Key Man I Amber M/D/Y Issued For UPPER LEVEL FLOOR PLAN 3C 3,6 5E 30 3C o 509 ' o I O 1A 2C 1 E I I SECTION 8 1 00 509 T�' 404 00 404 DPP. HAND ® — C,- - 2 STORIES - - _ - Q m �z' !m 1 C 304 604 1 E SIM. DPP. HAND 50 TYPICAL FOR MAIN & UPPER FLOOR LEVELS ,403 - 503 I DPP. HAND ® l 2 STORIES Date DrOWAV A%naber 06109197 L— ml U Scar° A 4C � 118n — 1'-0n 103B 1 E 304 1 TYP. H 1 C OPP. HAND 50 TYPICAL FOR 9Jr0 �� MAIN & UPPER FLOOR LEVELS SUPERIOR BLUEPRINT WTBY CT 203-753-2721 C. K.7 K.8 L L.2 M N P O qMO �127'-2" S S.124'-2" 24'-7" 24'-0" 24'-0" 2" 5'-10' 2 -0" 4'-2" 5'-10" 18'-4" 12'-0" 12'-0" 10'-11" 10'-1" - 4 -2 4'-10" 11 m U I I 1 3C 1 E 1 C H 50 50 I 605 TYPICAL FOR SEE PLAN (SECTION B) I � 15'-4" 97'-7" — -- -- — n — — MAIN & UPPER CZWF T A A7Q I I I i I 35'-0 ' I I ,. FI nrip I1=VGI C 10" 6'-0" 9'-7" 10' 0" 14' O" 10'-0" 14' 0" 10'-0" 14' 0" 10 0 6'-O" 10'-O" 19'-0" 6'-0 I ' I 1 7'-0" ' 7'-0" 7'-0" I 7'-0" 7'-0" , 7'-0" I 1 ,CD Ilk- ,® 2C I 5 - - - - - - - - ' , 304 I E 3C , 3�El I °I I ® PIPE 503 304 503 C o ' I 3 B LOCATIONS TYP REF. MECH. 04 5E o 1 50 I DWGS. �-� _ �'— —'� ' I I I I ( 5fl9 I 1 B - SCIENCE N - - - - - - 1 I Sfl -/ CLASSROOM c„ I I I —�—�— — — — — — ( — — — — — — — — — — — —4s — -��---� + — — — — — 2'-iu" 24'-0" 24'-0" 24'-0" 22' 11" 1'-8" I 21'-1" 10' S" 1'-8" ` I t CLASSROOM CLASSROOM CLASSROOM CLAS OOM 1 0 341 i 342 1 343 1 3144 ROOF) M DELETE G.w.6. AND BELOW INSTALL M11�.OVABLE PARTITIONF 11 �n 2 15 c[7l- cu[7GT n')nit ® I1. 1 ALTERNATE NO. T ' 17 ' 15 is 6'_0"I 2'-2" 7'-3" r, ' ( a' 1 E 5 E I I 346 7 y® I 1 17 I 304 506 I �' - DN TO I 11 PREP RM. o BELOW I 2 346 00 4 TAIR H — — — 345 --------- 001H I ' M 17 i7 341 342 ' I ' 343 k'' 2 Ii 114. 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I I `N Io n ECI L EDUC. ao 304 I PHONE , 347 0 It ' M304 MT UP TO �t CLASSROOM I I o CLA SROOM ' TYR +� ' e - CATWALK117 17 M - - - I I I 349 I - - - - - - -� —� - - - - - - NO 1 15 15 4p -- - 4t3 Il o 1 = i I I I 1 � 1 14 I I n n L, ' ' I I - A2o1 0 I 1 0 - 4s 4c n , w n I 0 N 2C I I i i ' 4E I 60 2E ., 508 ' 18'-8" '-1 " I I R114;4„ i2 1 46'_ " RUN ACOUSTICAL WALL _ _ °O ' PANELS IN FRONT OF o - - - - CONTROL ROOM WALL - ' __ j 3E STAGE OW I I I 506 Z CONTROL -� o CORR. ' 30 I R0008 I R122"' _ N z I I I 10 5 sty I 24 0 0 - I - 00 o � 2 ' �C- FROM COLUM CENTERLINE TO CENTER OF ARC (MIN.) 1 I 'I� _ -1 JL , I I I I i I L p s08 iCD m t: z 2C 609 2A r I I i 1 o 0 o l 1 I , AUDITOf�IJM B&OW N 2EA501 o A308 17 6fl9 I a I I of I - o- I W W ,7 17 I o 1 I w N 1 1 I I I I I I I I I i I 1 I 1 I E 4 L—_J ! 1 I I 50 . I I o o N 2 I , , 2E v t7 3fl4 TYP. I 1 �, ® 48 17 I 1 0 I 5D o W � - A201 +s w 17 r t7 a 17 , I I 15 15 I I TEAM 1s o . n 17 SP CIA EDUC.- it t7 17 S�LASSROOAL MC 'C> AS ROOM BOYS R00M ! i I I I �' 339 ' 337 1 ACCESS. I ACCESS. 1 2 TOILET 23'-1" ' 1 ' 11 33s 21'- " 10"� �10" 2 '-2 PAY i 23'-11" 12'-8" DF. I PHONE 2 11 1 MECHANICAL RM. JANITOR 1 N I f N I s I I 30 t J302 t1 I I I I I I "❑ 337 M303 J302 2 T3061. --- 6 Lockers 338 -- 1 -4 " 2 5 Lockers - d 1'- " 9'-1O" 1 9" 13'-3 5 @ 6'-2" 6" 12' 0" 6" 35 Locker @ 35'-0" 6" 12' 0" 6" @ 5'-11"± 4'-U 0 2 I 4E ' 5 1'-4" O° — — ' 1' 18" , I 304 I TYP. 16 Lockers @ 16'-8" 16 Lockers @ 16'-8" 16 Lockers @ 16'-8" 1'-8" 5'-8" 6'� 13 Lockers @ 13'-2" 11'-9 1'-1" �1'-0" 30 co SIM ��- ^1 LOBBY 2 6 Lockers CORRIDOR — — — — — — _ — I 6'-2" 306 I � --. pot° ° - - N - 2- t 17 17 11 —------ -------- t �j 334 —------- - r\ I 3E 1 2 I I t 335 PREP RM. o i STA D ' 30 17 I I I •- v ' B „ 336 17 4 Q�10 co DN TO 1 E I TYP. 304 58 BELOW I ' 3 5 , 304 11 � I 304 TYP. 33s 17 I I 1 " DELETE G.W.B. AN 6'-0" " 7' 3"r' INSTALL MOVABLE�PARTITION 2 15 SEE SHEET A204 2'-2' X I ROOF _ ALTERNATE NO. N o BELOW ' co I i f t 5C TYP. 4 CLASSROOM CLASSROOM CLASSROOM I CLASSROOM I 333 - - - 334 304 - I i 2'-10" 24'-0" 24'-0" 24'-0" 22'-11" 1'-8" i 21'-1" 10' 5" I I I ; CLASSROOM — o _ 1 OPP. _ J �- 4B I HAND - - - - - - - - - - - TYP. - ' - - - - - SE II 3B � 3C � 5fl9 1 a I I p I I irk ® 5fl 1 E 304 0 - SIM. 503 I SlM. �- 00 2 STORIES I _ - _ - 2 STORIES - I I m U _J - OPP. HAND 4C 1 TYPICAL FOR 3C 1 E 304 605 FLOOR LEVELS 50 508 SIM. 2 STORIES The 0 1 A // %7 , 16 / ti / /// C o a b o r a ti ve Arcnlrecrure planning Interiors Engineering Landscape Construction Services Technology ■ X GWonl6 #X f% (evard ❑ W F&mjVtw Atffw Came*d Game+ artwo; T*I 860 65!-bID17 Teliep Z &V 657-8097 Faxasoss� l Fax&V677-W Additions &Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL I fOQ Arnold Way South Windsor, CT 06074 SDE Project No, 132-066EA I EXISTING CONSTRUCTION NEW CONSTRUCTION 1 SECTION A UPPER LEVEL 114�p NORTH AFaber M/D/Y UPPER LEVEL FLOOR PLAN SECTION C Key PJan issued For Date Drawft ftfl*w 06109197 Scalp 118n = r—O„ A 103C N04 11m"r 95040.00 SUPERIOR BLUEPRINT VJTBY CT 203-753-2721 c 1 2 Al C u EOUIPMENT SCHEDULE Item Number Item Description Responsibility Remarks a o Q� 6 FRAMED TACKBOARD 48" X 48" C I C C 9 FRAMED MARKERBOARD 48" X 72" C C C 10 FRAMED MARKERBOARD 48" X 96" C C C 11 FRAMED TACKBOARD 48" X 96" C C C 34 SEMI -RECESSED FIRE EXTINGUISHER CABINET C C C 12 - 14 - CEILING TYPES 2' X 2' ACOUSTICAL TILE - --- AND CEILING GRID >'= SUSPENDED GYPSUM WALLBOARD CEILING LIGHT FIXTURE TYPES ® 2' X 2' RECESSED FLUORESCENT LIGHT FIXTURE ® 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE ® 1' X 4' RECESSED FLUORESCENT LIGHT FIXTURE 1' X 4' OR 1' X 8' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE RECESSED DOWNLIGHT 1' X 4' OR 1' X 8' PENDANT/CHAIN MOUNTED LIGHT FIXTURE O PENDANT LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE R LINEAR WALL SLOT LIGHT FIXTURE MECH. / ELEC. / FIRE PROTECTION ITEMS zRETURN REGISTER zSUPPLY DIFFUSER 0 RECESSED PENDANT SPRINKLER HEAD 0 UPRIGHT SPRINKLER HEAD GENERAL NOTES: 1. CENTER ACOUSTICAL PANELS OR GRID IN SPACES UNLESS NOTED OTHERWISE. 2. CENTER LIGHT FIXTURES AND OTHER DEVICES IN ACOUSTICAL PANELS OR GRID UNLESS NOTED OTHERWISE, 3. REFER TO FINISH SCHEDULE FOR CEILING HEIGHTS THAT ARE NOT NOTED ON DRAWINGS. 4. REFER TO SHEET A705 FOR CEILING SEISMIC RESTRAINT DETAILS REFER TO SHEET A706 FOR CEILING DETAILS 5. MECHANICAL CEILING FIXTURES AND SPRINKLER HEADS ARE SHOWN ON REFLECTED CEILING PLANS FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL AND FIRE PROTECTION DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE SPRINKLER MAINS, RUNS SPRINKLER HEAD LOCATIONS WITH OTHER CONTRACTOR'S WORK TO INSURE CEILING HEIGHTS, LIGHTING, DIFFUSERS, AND OTHER CEILING DEVICE LOCATIONS ARE MAINTAINED AS SHOWN -ON DRAWINGS OR ­AS REQUIRED TO COMPLY WITH APPLICABLE CODE REQUIREMENTS. ADVISE ARCHITECT OF ANY CONFLICTS WHICH MUST 6E RESOLVED PRIOR TO INSTALLATION. 3 4 5 TCC E G HX 6 j K 7" 24'-O" 24'-0" 12'-0" 8'-3" T, 15'-9" 0" f V-0::71e V_0"t 66'-0" 504 1 , 14 12117111 'Loll Z l •1�11 I F.11 4 - xeArt, Ili • W.11W:m A 7„ EX EX EX EX EX EX EX EX EX C E G H EX H.6 EX K E 6 H H.6 K I ► I I :T A102A FOR SECTION A - FLOOR PLAN CONTINUATION I , I I I SEE SHEET A702A FOR SECTION A - REFLECTED CEILING PLAN CONTINUATION I ts' - o o W= Cn I I I �o I I U N EX — — z - - - w � O ORR w CORK. W • • ® • • 23 • 24 w 4= A SOC PRI C. 11 OFFICE I I I GEN RAL I C. C. PRINC. ST AGE ® • PR C. OFFICE GENERAL PRINC. • • 4 C EC ETA. Y FI11 STORAGE SECRETARY OFFICE • ® • 248 A261 � ®• • CORR. SAFE CORR. S FETE A251 259 A SOC. F. C. 249 C. PRINC. I I CC • I • ,ONF, _ A25 CU RTC. RE OrckiTroUR HE 5D ® • IORR 2S A25 705 • 25 • ® • CURRIC. RESOURCEE CENTER PRINCIPALS 250 OFFICE - - OF ICE • • R1N IPA ( CORR, • CORR. • OFFICE 3SOC. PRINC. OFFICE 258 ® • 254 • 411 • LARGE • • NF. • • 6 6 1111 LARGEI A.F. SMALL CONE RM. SMALL SMALL _ = SMALL CONE. RM. 256 CONF, RM, 25 25 - 25 25 MOUNT IN MOUNT IN I I ® • • COMBINATION COMBINATION 5D 705 FOR FULL EQUIPMENT SCHEDULE SEE I I SHEET A601C ADMINISTRATION WING PARTIAL EQUIPMENT PLAN - SECTION D 1E I I I i I I I C 6 D K A ADMINISTRATION WING *4E ARTIAL REFLECTED CEILING PLAN - SECTION D ,prsf-v "MA S/L/A/ M Collaborative ■ X Gutrdxgftie and r+s"anor sso 857-�8r177 r 20 7 Architecture Planning Interiors Engineering landscape Constructlon Services Technology El 281 FarmiVft Avww car9cwOMM ie'yahovae 860 657�77 Te Fax W 677-W Addition & Renovations to TIMO TH Y ED WARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT.06074 SDE Project No. 132-066EA EXISTING CONSTRUCTION NEW CONSTRUCTION SECTION A I SECTION D SECTION B SECTION C MAIN LEVEL Iwp NORTH Key Plan AturAber M/D/Y issued For ADM/N/STRAT/ON WING FLOOR PLAN REFLECTED CEILING PLAN EQUIPMENT PLAN We Drawft Number 06109197 soak AS N07ED A 104 PrOA ft "r 95040.00 SUPERIOR BLUEPRINT 1NTBY CT 203-753-2721