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HomeMy WebLinkAbout07080004 Construction Plans Civil, Architectural, MEP Rcv. 8/2/2007 DOCS1 �i f7 lot Ar mom Ml Au UDD)BRESS-D Egcl OWNER: PAUL PETTENARO C & G REAL ESTATE, INC. 3900 EAST 96TH STREET INDIANAPOLIS, INDIANA 46240 1p or If VNEZI) C =7 j 1-Itt a A---=vj SMART CAR 4000 EAST 96th STREET INDIANAPOLIS, INDIANA 46240 -3777 E. j :-11 J OR =N _J_�.� J -� -- - -- f E Baxter & SET Engine eying, LL C. 410 North U.S. 31 Whitetand, Indiana 46184 Phone No, 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Emall, Info@baxterset,com jl A I '�' �=,RIP wo le F '- -� � Jlow PLANS CERTIFIED BY: ��_- .- E�4- TRENT A. BAXTER P.E. No, 19700309: REGISTERED P.E. No. 19700309 STATE OF ,` DATE: JULY 30, 2007 �i�ii NAL ��• CERTIFIED BY: 01-NIONDE-22M. -1150milco U-4 J 9 IM spa � �� & 9-PA 0X j it Lm L TITLE SHEET a 1, l SITE DEMOLITION PLAN GR-m l SITE LAYOUT PLAN !Je I a SITE GRADING AND LANDSCAPING PLAN G-'» SITE LANDSCAPING AND EROSION CONTROL DETAILS �! SITE WORK DETAILS SITE WORK DETAILS 05m 1 SITE SPECIFICATIONS im IMS- BUILDING DEMOLITION PLAN ELEVATIONS �! FLOOR PLAN 1, PORTAL FOUNDATION PLAN AND DOOR SCHEDULE INTERIOR FINISH PLAN & ELEVATIONS INTERIOR ELEVATIONS & FINISH SCHEDULE s FURNITURE PLAN & SCHEDULE �! GRAPHICS PLAN & SCHEDULE �! WALL SECTIONS 3& WALL SECTIONS WALL SECTIONS - Win3 c 3' Lebanon REFLECTED CEILING PLAN W10- 211 m 2 MECHANICAL PLAN p 1 01 PLUMBING PLAN 0� ELECTRICAL PLAN E 1 m- LIGHTING PLAN �! o! MISCELLANEOUS SPECIFICATIONS m MISCELLANEOUS SPECIFICATIONS J IFTIC-2`...lJ ..1.1 ..J J J OCCUPANCY GROUP: F -1 TYPE OF CONSTRUCTION: II -B BUILDING DESIGN TO MEET EARTHQUAKE ZONE ONE BUILDING TO MEET ADA (AMERICAN DISABILITY ACT) FIRE SUPPRESSION SYSTEM REVISION PLANS /SPECS TO FOLLOW VICINITY MAP LOCATION MAP E 295th St800 N WiMlll Rd E in -47 pi w ° t+arrtcws• Rve 3& _Andejson 3 - Win3 c 3' Lebanon i n E191stSt E t+.42 V�., tt 31 id0 �p•7 vs. r 235 �� a 7 t 8 County. Road 2001 o : �' + 3 E3005 7 �', E1 hS o c 9 F, _ i(6 oA b wUS 5,,Er00S � w :Carmel w r I1-334 L 1331 c. Z `" a QOtJ Eini34 � 7 39 Laurence o 2r rn • t Speedway ,•- - F - Greenfield E �g3a Rocky +It. R¢ andlanapolis c" c c : IV US W300 South E300 South W 900 YorM Rd _ - ' y South rA1.? lip t :: '$aech Grova - t s- Plainf dw500 37 u Rtv S Ojos-'YJ C g`e W Southpor{ td }: $; �---7 10 tint Q trtl Hadley Rd . E k +i . Q. Graerltiyood a,,, St of 4' J 2003 YShdc� tnc W Stones Cto,eg Hd �:�' ss i 02005 Nx. VICINITY MAP LOCATION MAP W Q r o to = O� o' 0 0 w O 0 W 0 w O b O z 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 NN FxST14c - - - -__ REMOVE EXISTING HANDICAP 7 � � - - - - -- 20.00' PnRUINr. clrr.l EXIST. (RFMOnFi 1 Ri in ninir_ F S 0000'00" r%,% n n' EXIST. FINISH FLOOR= 749.52 TOTAL REMODEL: 12 076.4 � - - - - -- - -- � sq.ft. II �� II ° I o II X REMOVE EXISTING CONCRETE TO R sTOOO�F � W )� ACCOMMODATE NEW HANDICAP RAMP AND PORTAL ENTRANCE p Q cp II o - - - - - - - _ _ _ _ _ REMOVE EXISTING CONCRETE TO REMOVE (2) EXISTING ACCOMMODATE NEW SIDEWALK / REMOVE ALL EXISTING BOLLARD SHRUBS LIGHTS IN LANDSCAPE AREAS_ REMOVE (1) EXISTING TREE F(r(PICALT �pp II - - - - -- 40 o , / E II . o�� 3/yc - - - - -- 6,9. Il L 1 r' II \ /i Jo \ � I I 20.00 1� Jc 1 0 1 II \ �z; I I i I I I 1 LG \II s 2 1 REMOVE (2) EXISTING HANDICAP ° � � �. II o 4.13' PARKING SIGNS (RELOCATE PER SHEET No.C2.1) HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800-382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSWE OF I UTILITY DISCLAIMER sca,I V0 ''V, N q,Q�TC/y CpNC '�N I �ST Nc RFTF o I I I I ° N 00000'00 150 1111111111111L /J � ' \ 0 / \ /CIA TjiVc / I LAKE TONA,�'c SHORE DRIVE F,1' 60.0' RIGHT —OF —WAY O O 0 O O �' 11 DEMOLITION LEGEND: HATCH INDICATES: 0010 11 AREAS OF PAVEMENT CONCRETE CURB � C RETE AND II S TO BE REMOVED AND PREPARED \ / FOR NEW CONSTRUCTION � \ � \ // / / � II TOTAL AREA: 19,856.0 sq.ft. \� / / z II / �� �' W HATCH INDICATES: \ / / AREAS OF PAVEMENT AND CONCRETE �� / // /� / _j z II, , / \ `�' ` / '' ` \ I U W FOOTINGS, RETAINING WALLS, STAIRS, \ \ R` ` ! / � J II AND RECESSED DOCKS \ 3? ` I / °7_ w Q TO BE REMOVED AND PREPARED 0.O J / I - w �- FOR NEW CONSTRUCTION � \ � \ )29.58 �% � :2 z � Q !! TOTAL AREA: 3,586.0 sq.ft. \ h (BRING GRADE UP TO NEW DEMOLITION PLAN W L / \ J V ELEVATIONS -PER GRADING PLAN- SCALE: 1 = 20.0 / \, X � X o I EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. \ `� \ \ ♦ - WITH CLEAN CLAY FILL COMPACTED W U W TO 95% PROCTOR) / \ MILL PAVEMENT FOR TRANSITION ` BETWEEN RESURFACED PAVEMENT AND EXISTING PAVEMENT 20 0 10 20 GRAPHIC SCALE IN FEET z 0 W cr Baxter & SET Eng► in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info ©baxterset.com � z z � q � � z z � o � z Q q W Job No.: Date: 07055 July 30, 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 so =20'—O* CAD FILE: G: \07055 \try2 \DEM0 & NEW.DWG No. = 19700309;x` �- S TE •�IA L 111111 \ \� Date Stamped: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 71r wQ � o tD = O� 0 w O We >R O O O b CD ZI I I I I I ! ! I I ! S 00000'00» U 54 N (., F ST °oAtz F ii REMOVE EXISTING HANDICAP II - - - - -- 20.00' �I PARKING SIGN EXIST. REMODEL) BUILDING V EXIST. FINISH FLOOR= 749.52 \ II I - _ — — — — TOTAL REMODEL: 12,076.4 sq.ft. \ 40.0' DRAINAGE - - - - -- \ II � � EMENT II 0 0 REMOVE EXISTING CONCRETE TO II c� ACCOMMODATE NEW HANDICAP �) RAMP AND PORTAL ENTRANCE c Cp N , L &= Q o m F REMOVE EXISTING CONCRETE TO / °• - - - - - - `f' 4 REMOVE 2 EXISTING ACCOMMODATE NEW SIDEWALK Lr In ` REMOVE ALL EXISTING BOLLARD SHRUBS \ / , II I LIGHTS IN LANDSCAPE AREAS_ _ _ _ _ REMOVE (1) EXISTING TREE I TYPICAL m II - -- j F o li U s9.ft /�o� ( N - - - - - - - — C I ! ► ! ! / r , �--- �' Io i I I I ► I / � l 0 1 20.00 I I I N CUT NE N M T °0, V? ' l I ,\ T\ \ 34.95' REMOVE (2) EXISTING HANDICAP ^ �� // /� �� /��� \ \ IRF,�plr CID 4.13 PARKING SIGNS (RELOCATE PER °o SHEET No.C2.1 ) l l l �N �S q FX /ST g I N RE9 �F.�, /S RE.TF I O o I ! I \\ / / CA I � N WOW" 150.0' IL .8 104 RF S� I LAKE SHORE DRIVE - 60.0' RIGHT —OF —WAY / I 760, / II DEMOLITION LEGEND: •p• ` // , / \ I HATCH INDICATES: II AREAS OF PAVEMENT, CONCRETE AND CURBS TO BE REMOVED AND PREPARED z I� FOR NEW CONSTRUCTION,/ // / �� �� / /I _j 0 II TOTAL AREA: 19,856.0 sq.ft. \ \ // \� / I w HATCH INDICATES: Q 11 w AREAS OF PAVEMENT AND CONCRETE \ \ � I 11 \ / / FOOTINGS RETAINING WALLS STAIRS \ \ R1 3 �''` / W < II 20 J / I J AND RECESSED DOCKS � � � � 0.0 ' ,,,�� I � a. � Z II TO BE REMOVED AND PREPARED 29.68• rte/ '� h c�1-- c�Q FOR NEW CONSTRUCTION \ / z w z II / V) TOTAL AREA: 3,586.0 sq.ft. \ � � � / -� J � � BRING GRADE UP TO NEW DEMOLITION PLAN j \ w v w ° I ELEVATIONS -PER GRADING PLAN- SCALE: 1 = 20.0 \\ �\ WITH CLEAN CLAY FILL COMPACTED T095% PROCTOR) ` MILL PAVEMENT FOR TRANSITION BETWEEN RESURFACED PAVEMENT AND EXISTING PAVEMENT HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800-382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CANS OUTSK)E OF 14YANA UTILITY DISCLAIMER EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. zo o 10 20 GRAPHIC SCALE IN FEET z 0 U) W Cr Baxter &c SET Eng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info ©baxterset.com Job No.: � z z � Q � z a 0 a z Q z Date: z z 0 a 0 w Q w HT� V1 07055 July 30, 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 "= 20' -0" CAD FILE: G: \07055 \try2 \DEM0 do NEW.OWG `\0ll►iiil����� /i No. - 19700309 SWTE B I11111\ 1��``� Date Stamped: July 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: I� �I I� I� u1 1 LL 111 � IIL_ NEW SITE LIGHTING: POLE SSS 255 CDM2 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 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 2" POLYPROPALEYNE PIPE BORED UNDER PAVEMENT FOR IRRIGATION LAYOUT 0 ��(CAL 1 1/4" ELECT PIPE I to BORED UNDER PAVEMENT I I O FOR FUTURE sE II °o (I 20.00' I - I I I O Q 7.92 CD 0 LL. II -0 0 }' II 0 rF A W 0 v ( NEW 7.0'wide CONCRETE m O o H NDICAP RAMP (SL 1-) 1: 12) 0 C)l z 2 POLYPROPALEYNE PIP ?�I I BORED UNDER PAVEMENJ m Z FOR IRRIGATION LAYOUT I 11 1/4" ELECTRICAL PIPE o II 'I BORED UNDER PAVEMENT I FOR FUTURE USE �l 1� 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT PATTERN FLUSH WITH _ ADJACENT PARKING AREA.) I� 11 0 2�.p0' I O /0 Q0 d- 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL 4' -0" X 4' -0" JOINT PATTERN FLUSH WITH EXIST. (REMODEL) BUILDING ADJACENT PARKING AREA.) EXIST. FINISH FLOOR= 749.52 TOTAL REMODEL: 12,076.4 sq.ft. EXACT LOCATION OF NEW ENTRY PORTAL SEE SHEET A2.1 OF THE ARCHITECTURAL RESTRIPE PARKING SPACES PLANS AS SHOWN NEW 4 "thick CONCRETE INSTALL NEW HANDICAP SIDEWALK (4.0'wide) RAMPS AT EACH SIDE 1/4" ELECTRICAL PIPE OF NEW PAVED DRIVE NSTALLED FOR FUTURE USE (SLOPE: 1: 12) ;.... i 1 1/4" ELECTRICAL PIPE 7- BORED UNDER PAVEMENT FOR FUTURE USE o © 0 0 NEW SITE LIGHTING: PYLON SIGN POLE. SSS 255 CDM28 \ (by owner) + 1 2 FLOODS: KSF2 400m R4SC ON 30" tall CONCRETE BASE �\ N W00'00" 150.0""'M Y' \\ 19.00' LAKE SHORE DRIVE 60.0' RIGHT -OF -WAY D \ \ \ V 9.00' 2" POLYPROPALEYNE PIPE (tYP) FLOODS: KSF2 40 m R4SC o0 1: 12) BORED UNDER PAVEMENT Q �2) 2 HEADS: ASF2 400m MF o z FOR IRRIGATION LAYOUT ON 30 "tall CONCRETE BASE a 0 C � a W DIRECTIONA SIGN (by 1 Q � z ow n e ) © LL. II --- - ---- 0 ��(CAL 1 1/4" ELECT PIPE I to BORED UNDER PAVEMENT I I O FOR FUTURE sE II °o (I 20.00' I - I I I O Q 7.92 CD 0 LL. II -0 0 }' II 0 rF A W 0 v ( NEW 7.0'wide CONCRETE m O o H NDICAP RAMP (SL 1-) 1: 12) 0 C)l z 2 POLYPROPALEYNE PIP ?�I I BORED UNDER PAVEMENJ m Z FOR IRRIGATION LAYOUT I 11 1/4" ELECTRICAL PIPE o II 'I BORED UNDER PAVEMENT I FOR FUTURE USE �l 1� 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT PATTERN FLUSH WITH _ ADJACENT PARKING AREA.) I� 11 0 2�.p0' I O /0 Q0 d- 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL 4' -0" X 4' -0" JOINT PATTERN FLUSH WITH EXIST. (REMODEL) BUILDING ADJACENT PARKING AREA.) EXIST. FINISH FLOOR= 749.52 TOTAL REMODEL: 12,076.4 sq.ft. EXACT LOCATION OF NEW ENTRY PORTAL SEE SHEET A2.1 OF THE ARCHITECTURAL RESTRIPE PARKING SPACES PLANS AS SHOWN NEW 4 "thick CONCRETE INSTALL NEW HANDICAP SIDEWALK (4.0'wide) RAMPS AT EACH SIDE 1/4" ELECTRICAL PIPE OF NEW PAVED DRIVE NSTALLED FOR FUTURE USE (SLOPE: 1: 12) ;.... i 1 1/4" ELECTRICAL PIPE 7- BORED UNDER PAVEMENT FOR FUTURE USE o © 0 0 NEW SITE LIGHTING: PYLON SIGN POLE. SSS 255 CDM28 \ (by owner) + 1 2 FLOODS: KSF2 400m R4SC ON 30" tall CONCRETE BASE �\ N W00'00" 150.0""'M Y' \\ 19.00' LAKE SHORE DRIVE 60.0' RIGHT -OF -WAY D \ \ \ V 9.00' I 9.00' (tYP) NEW 9.5'wide CONCRETE HANDICAP RAMP (SLOPE 1: 12) N Li- 0 Lu 0 0 ± Li z � w X 2 ww Q o_ lb Gy qC �TFR F FX c nn•nn'nn" /0 /V //V 6 th c c 0 CONC yYQI 000 qp OORS BONS i T N 0 �k 6th EXISTING PAVED LOT NEW CONCRETE DRIVE TO BE TINED TO PREVENT SLIDING Xo R5.00' �� C; m Q R 15.00' 08� 3NC c O�FR coNc ,' B ti R 003 TF qp ALL EXISTING LANDSCAPING IS 11,gc, TO REMAIN UNDISTURBED. qT ANY LANDSCAPING THAT IS DISTURBED SHALL BE REPLACED 1Nc PRIOR I PROJECT COMPLETION. ( DIRECTIONI L I� SIGN (by IL e0z '\ \ /� ---- -==== == ==-- ==: == =--- =:::= =-- == == == == == == == === � - - I I / R N 25,E Al LEGAL DESCRIPTION. / N I \ i\ / // , 0\ PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 6, ' \ / / / / Lij 151 TOWNSHIP 17 NORTH, RANGE 4 EAST IN CLAY TOWNSHIP, HAMILTON O0. / / j� COUNTY, INDIANA, DESCRIBED AS FOLLOWS: \ 0 ` / / / w BEGINNING ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION � / / II I ' V) 8, TOWNSHIP 17 NORTH, RANGE 4 EAST 1010.00 FEET NORTH 90 DEGREES �_ / / / / X w 00 MINUTES 00 SECONDS EAST (ASSUMED BEARING) FROM THE SOUTHWEST PAVEMENT INFORMATION. �. / // I/ w Q / J 0 ff CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 90 DEGREES 00 \ °- 11 MINUTES 00 SECONDS EAST ON SAID LINE 190.00 FEET TO THE WESTERLY RIGHT -OF -WAY LINE OF LAKESHORE DRIVE EXTENDED SOUTHERLY HATCH INDICATES: \ \ `\ /� \ o �� TO SAID SOUTH LINE; THENCE NORTH 00 DEGREES 00 MINUTES 00 NORMAL DUTY PAVEMENT OF �`�` I/ v w HOLEY M 0 L E Y SAYS, SECONDS ON SAID RIGHT -OF -WAY LINE 150.00 FEET TO THE POINT OF 1 HOT ASPHALT SURFACE OVER / F J "DON'T �I CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 380.00 2" BITUMINUS BASE ON \ \ R� 3 "�_ w FEET; THENCE NORTHEASTERLY ON SAID RIGHT -OF -WAY LINE ON SAID 6" COMPACTED No.53 STN ZO.O' - --'' �- w DIG STONE CURVE, AN ARC DISTANCE OF 170.85 FEET TO THE POINT OF TANGENCY TOTAL: 18,060.0 sq.ft. � \ � � X29, �� J �..._ Q 1z�z BLIND" I� OF SAID CURVE; THENCE NORTH 25 DEGREES 45 MINUTES 35 SECONDS (SEE SITEWORK DETAILS) \ Jc8 w w EAST ON SAID RIGHT -OF -WAY LINE TANGENT WITH SAID CURVE 100.00 SITE LAYOUT PLAN / > F- Cr FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A SCALE: 1 = 20.0 / / X D X 0 r- RADIUS OF 320.00 FEET; THENCE NORTHEASTERLY ON SAID RIGHT -OF -WAY HATCHED INDICATES: 1 1 2" RESURFACE OF � \ / 10F QDV LINE ON SAID CURVE, AN ARC DISTANCE OF 129.58 FEET TO A POINT / 530.00 FEET NORTH 00 DEGREES 00 MINUTES 00 SECONDS OF SAID SOUTH EXISTING PAVEMENT SYMBOL INFORMATION: \ / ExI LINE, THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST TOTAL. 1 1,973.0 sq.ft. \ / / PAVEMENT . GE OF 1- 800 - 382-5544 PARALLEL WITH SAID SOUTH LINE 302.70 FEET TO A POINT ON A LINE / / CALL Tall. FREE WHICH BEARS NORTH 00 DEGREES 00 MINUTES 00 SECONDS FROM THE HATCH INDICATES: PLACE OF BEGINNING; THENCE SOUTH 00 DEGREES 00 MINUTES 00 - .. �.4 6" CONCRETE SLAB WITH M ALL (4) EXISTING SITE LIGHTING 1-8 0 0 428 5200 SECONDS ON SAID LINE 530.00 FEET TO THE PLACE OF BEGINNING. LS 6 -6 -6 W.W.F. OVER POLES SHALL BE PAINTED TO � FOR CO OUrS;DE OF MATCH COLOR OF EP -1 PER 6 COMPACTED GRANULAR FILL THE ELEVATION SHEET No.A1.1 UTILITY DISCLAIMER TOTAL: 2,294.0 sq.ft. (SEE SITEWORK DETAILS) © (2) NEW SITE LIGHTING EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS POLES SHALL BE PAINTED TO MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN HATCH INDICATES: MATCH COLOR OF EP -1 PER THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED 4" CONCRETE WALK WITH THE ELEVATION SHEET No.A1.1 ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS 6 -6 -6 W.W.F. OVER © EIXSTING HANDRAILING SHALL BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN 4" COMPACTED GRANULAR FILL BE PAINTED TO MATCH I PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE TOTAL: 905.0 sq.ft. COLOR OF EP -1 PER I ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL (SEE SITEWORK DETAILS) THE ELEVATION SHEET No.A1.1 RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. match exist. pavement .- u J � R5.00' R5.00' / 20 0 10 20 GRAPHIC SCALE IN FEET z 0 U) W cr Baxter & SET Engin,eerin,g L.L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 ° Fax No. 1 (317) 535 -3012 I N Email: info @baxterset.com Job No.: Date: 07055 July 30, 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 "= 20' -0" CAD Fl LE: G:\07055\try2\DEM0 dt NEW.DWG A. � q�T� No. *� :.19700309: �* 4 TEB i L //l l 1 1111 Date Stamped: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 0 z z Q a � z a a 0 C � a Q � z Job No.: Date: 07055 July 30, 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 "= 20' -0" CAD Fl LE: G:\07055\try2\DEM0 dt NEW.DWG A. � q�T� No. *� :.19700309: �* 4 TEB i L //l l 1 1111 Date Stamped: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 0 w C C7 .- FLOOD PLANE INFORMATION: THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS III I SCALED F OM THE FLOOD INSURANCE RATE MAP (FIRM) I (_ FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME OF CARMEL COMMUNITY NUMBER 180081 PANEL NUMBER, ` 0236F, DATED FEBRUARY 19, 2003 I II I i i I II ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - -L - i- -- I -I- -1- -J - 1 -1 - �If RT 2d b'�� 1/ r -I i DIRECTIONAL SIGN ta WQ F � (I=I �o II Q LL II ° II �ll W II 11 bj ZI II 11 - INSTALL A TEMPORARY INLET SCREEN PER DETAIL ON II EROSION CONTROL DETAIL TGE )) 6 CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" II COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT II PATTERN FLUSH WITH ADJACENT PARKING AREA.) II II II Lj _ II ,\ IF O PYLON SIGN I ( N 00000'00" HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1- 800 - 382 -5544 GILL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTI OF 1 UTILITY DISCLAIMER i 0 I z + II " zE-I ob O bj ZI II 11 - INSTALL A TEMPORARY INLET SCREEN PER DETAIL ON II EROSION CONTROL DETAIL TGE )) 6 CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" II COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT II PATTERN FLUSH WITH ADJACENT PARKING AREA.) II II II Lj _ II ,\ IF O PYLON SIGN I ( N 00000'00" HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1- 800 - 382 -5544 GILL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTI OF 1 UTILITY DISCLAIMER i EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. w U) C zi m 0 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT PATTERN FLUSH WITH ADJACENT PARKING AREA.) EXISTING LANDSCAPING TO REMAIN EXIST. (REMODEL) BUILDING EXIST. FINISH FLOOR= 749.52 TOTAL REMODEL: 12,076.4 sq.ft. STORM STRUCTURE INFORMATION: 0 STRUCTURE No.1 NEW 24" SO. PRECAST CONCRETE STORM INLET (CASTING: EAST JORDAN V- 4875 -1) TIC 748.30 INV. OUT 12 "sdr26= 746.76 0 STRUCTURE No.2 80.74 L.F. OF NEW 12 "sdr26 AT 0.31% SLOPE 0 STRUCTURE No.3 NEW 24 "x36" SQ. PRECAST CONCRETE STORM INLET (CASTING: EAST JORDAN V -5360) TC 748.30 CENTERLINE INV. 12 "sdr26= 746.51 L S 00.00900" 0 J � 0 I z + II EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. w U) C zi m 0 6" CONCRETE SLAB WITH 6 -6 -6 W.W.F. ON 6" COMPACTED GRANULAR FILL (4' -0" X 4' -0" JOINT PATTERN FLUSH WITH ADJACENT PARKING AREA.) EXISTING LANDSCAPING TO REMAIN EXIST. (REMODEL) BUILDING EXIST. FINISH FLOOR= 749.52 TOTAL REMODEL: 12,076.4 sq.ft. STORM STRUCTURE INFORMATION: 0 STRUCTURE No.1 NEW 24" SO. PRECAST CONCRETE STORM INLET (CASTING: EAST JORDAN V- 4875 -1) TIC 748.30 INV. OUT 12 "sdr26= 746.76 0 STRUCTURE No.2 80.74 L.F. OF NEW 12 "sdr26 AT 0.31% SLOPE 0 STRUCTURE No.3 NEW 24 "x36" SQ. PRECAST CONCRETE STORM INLET (CASTING: EAST JORDAN V -5360) TC 748.30 CENTERLINE INV. 12 "sdr26= 746.51 L S 00.00900" 0 J � 0 STRUCTURE No.4 (2) 90.94 L.F. OF NEW 12 "sdr26 AT 0.31 % SLOPE 0 STRUCTURE No.5 FORMED CONCRETE ENDSECTION INV.746.23 EXISTING PAVED LOT match exist. pavement 100.0 sq.ft 'OF �EQ R STONE (TYPICAL) �� - "C �a 7C �(...V '�o �v w✓ 1 V C^ V LV tV V =V match _ l T Povement f. �l l l l / \ �\ 46.U2 O O 0) I i DIRECTIONAL �/ / ape -�- (SIGN -, z 150.0 28 // /�� j \ \\ " `" L 154. L.F. OF NEW 5' -0" wid t" CON RUE SWALE INSTALLED R,- •�._ / /�/ / / / / <" <, AT 0. 6 ET SLOPE SEE SITE I / X80.0' �•` / / / �' ' / / /�E / " DETAILS SHECT C2.1 745.93 LAKE SHORE DRIVE 60.0 RIGHT -OF -WAY °s' � ` ` � \ ?S`• � / // �< //� Fps \ rl " V I EROSION CONTROL LEGEND: � � � � `3S'`�� / / �\ 50.0 sq.ft. OF NEW RIP -RAP STONE (TYPICAL) ( 745.75 TEMPORARY SILT FENCING ��. / / / O ` / / // EXISTING METAL EN SECTION I DETAI R PAGE CONTROL STORM DRAINAGE AND GRADING NOTES \ // / // TO REMAIN / / �jSTING ELLIPTICAL METAL 1. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES G RNING �`-- / // /� / / ' CULVERT PIPE FABRIC DROP INLET EROSION THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTN� \ / // // / // ,\ / I/ PROTECTION (SEE EROSION 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY /� / / �� / / / CONTROL DETAILS PAGE) CORNERS AND REPLACE ALL PINS ELIMINATED OR DAMAGED DURING \ / / / CONSTRUCTION. ALA / I LEGEND: 3. ALL PIPES ENTERING STORM SEWER STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. . 1� DECIDUOUS SHADE TREE 4 S URCT RE SHOWN ARE TO CENTERLINE OF PIPE OF CENTERLINE OF ,f BOTANICAL NAME: ACER SACCHARUM 20.0' / p`a PROPOSED SPOT ELEVATIONS COMMON NAME: SUGAR MAPLE 129 5�`" i +�' 5. GRADES SHOWN ARE FINISHED GRADES. FOR BUILDING SUBGRADE ELEVATIONS CX�PER: 2 1/2" (single stem) 8' --- REFER TO ARCHITECTURAL PLANS. QUANb': \ 7 807 ---"' EXISTING CONTOUR LINES 6. ALL DIMENSIONS OR COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE top of curb 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. `" t" EVERGREEN (SPR G) SHRUB ono pavement PROPOSED SPOT ELEVATIONS THE CONTRACTOR SHALL FIELD V BOTANICAL NAME:�I(�US L ELD ERIFY ALL EXISTING UTILITY LINE / \ � LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE COMMON NAME: JUNIPER / DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGINEER HEIGHT AT PLANTING: 24" (MIN 806 PROPOSED CONTOUR LINES QUANTITY: 88 / 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND FILL AROUND ALL LANDSCAPEING AREAS WITH MULCH BEDDING PROPOSED STORM SEWER PIPES UTILITIES WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES, AND ANY OTHER MISCELLANEOUS), SHALL BE IN -PLACE PRIOR TO THE PLACEMENT OF BASE COURSE _ PROPOSED PRECAST CONCRETE INLET (SEE SITEWORK g, ALL FILL AREAS TO BE COMPACTED CLAY ROLLED IN WITH A SHEEPS FOOT ROLLER IN 8" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. DETAILS) VERIFICATION OF THE COMPACTION SHALL BE DONE BY AN INDEPENDENT SOILS SITE GRADING AND LANDSCAPING PLAN TESTING COMPANY AND ALL TEST RESULTS SUBMITTED TO THE ENGINEER, SCALE: 1"= 20.0' ( z _0 U) W cr Baxter & SET Engineering L.L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info @baxterset.com 0 I z + 0 STRUCTURE No.4 (2) 90.94 L.F. OF NEW 12 "sdr26 AT 0.31 % SLOPE 0 STRUCTURE No.5 FORMED CONCRETE ENDSECTION INV.746.23 EXISTING PAVED LOT match exist. pavement 100.0 sq.ft 'OF �EQ R STONE (TYPICAL) �� - "C �a 7C �(...V '�o �v w✓ 1 V C^ V LV tV V =V match _ l T Povement f. �l l l l / \ �\ 46.U2 O O 0) I i DIRECTIONAL �/ / ape -�- (SIGN -, z 150.0 28 // /�� j \ \\ " `" L 154. L.F. OF NEW 5' -0" wid t" CON RUE SWALE INSTALLED R,- •�._ / /�/ / / / / <" <, AT 0. 6 ET SLOPE SEE SITE I / X80.0' �•` / / / �' ' / / /�E / " DETAILS SHECT C2.1 745.93 LAKE SHORE DRIVE 60.0 RIGHT -OF -WAY °s' � ` ` � \ ?S`• � / // �< //� Fps \ rl " V I EROSION CONTROL LEGEND: � � � � `3S'`�� / / �\ 50.0 sq.ft. OF NEW RIP -RAP STONE (TYPICAL) ( 745.75 TEMPORARY SILT FENCING ��. / / / O ` / / // EXISTING METAL EN SECTION I DETAI R PAGE CONTROL STORM DRAINAGE AND GRADING NOTES \ // / // TO REMAIN / / �jSTING ELLIPTICAL METAL 1. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES G RNING �`-- / // /� / / ' CULVERT PIPE FABRIC DROP INLET EROSION THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTN� \ / // // / // ,\ / I/ PROTECTION (SEE EROSION 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY /� / / �� / / / CONTROL DETAILS PAGE) CORNERS AND REPLACE ALL PINS ELIMINATED OR DAMAGED DURING \ / / / CONSTRUCTION. ALA / I LEGEND: 3. ALL PIPES ENTERING STORM SEWER STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. . 1� DECIDUOUS SHADE TREE 4 S URCT RE SHOWN ARE TO CENTERLINE OF PIPE OF CENTERLINE OF ,f BOTANICAL NAME: ACER SACCHARUM 20.0' / p`a PROPOSED SPOT ELEVATIONS COMMON NAME: SUGAR MAPLE 129 5�`" i +�' 5. GRADES SHOWN ARE FINISHED GRADES. FOR BUILDING SUBGRADE ELEVATIONS CX�PER: 2 1/2" (single stem) 8' --- REFER TO ARCHITECTURAL PLANS. QUANb': \ 7 807 ---"' EXISTING CONTOUR LINES 6. ALL DIMENSIONS OR COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE top of curb 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. `" t" EVERGREEN (SPR G) SHRUB ono pavement PROPOSED SPOT ELEVATIONS THE CONTRACTOR SHALL FIELD V BOTANICAL NAME:�I(�US L ELD ERIFY ALL EXISTING UTILITY LINE / \ � LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE COMMON NAME: JUNIPER / DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGINEER HEIGHT AT PLANTING: 24" (MIN 806 PROPOSED CONTOUR LINES QUANTITY: 88 / 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND FILL AROUND ALL LANDSCAPEING AREAS WITH MULCH BEDDING PROPOSED STORM SEWER PIPES UTILITIES WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES, AND ANY OTHER MISCELLANEOUS), SHALL BE IN -PLACE PRIOR TO THE PLACEMENT OF BASE COURSE _ PROPOSED PRECAST CONCRETE INLET (SEE SITEWORK g, ALL FILL AREAS TO BE COMPACTED CLAY ROLLED IN WITH A SHEEPS FOOT ROLLER IN 8" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. DETAILS) VERIFICATION OF THE COMPACTION SHALL BE DONE BY AN INDEPENDENT SOILS SITE GRADING AND LANDSCAPING PLAN TESTING COMPANY AND ALL TEST RESULTS SUBMITTED TO THE ENGINEER, SCALE: 1"= 20.0' ( z _0 U) W cr Baxter & SET Engineering L.L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info @baxterset.com Job No.: Date: 07055 july 30. 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 1 " =20' -0' CAD FILE G: \07055 \try2 \DEM0 & NEW.DWG No. = 19700309 Of _ TE :: L //I I I I M�� Date Stamped: July 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TfTLE: <� I z zE-I a U z z � a Job No.: Date: 07055 july 30. 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 1 " =20' -0' CAD FILE G: \07055 \try2 \DEM0 & NEW.DWG No. = 19700309 Of _ TE :: L //I I I I M�� Date Stamped: July 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TfTLE: 1 ..Pract ce_3.T. 5111 once Sedil>7 nt Fence e. _ . * Remove deposited sediment when it reaches half the height of the fence at its low point Po lowest t or is � P causing the fabric to bulge. * Take care to avoid undermining the fence during clean out. * After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. Purpose * To retain sediment from small, sloping disturbed areas by reducing the velocity of sheet flow. 85% (Exhibit 3.74-A) (NOTE: Silt fence captures sediment by ponding water to allow deposition, not by filtration. A]- Common Fence sags or collapses -- because drainage area was too large, too much sediment accumulated be- though the practice usually works best in conjunction with temporary basins, traps, or diversions, conceals fore cleanout, approach slope was too steep, or the fence was not adequately supported. it can be sufficiently effective to be used alone. A silt fence is not recommended for use as a di- (Exhibit 3.74 -G) Fence undercut or blown out at the bottom by excessive runoff- because the fence bottom was not version; nor is it to be used across a stream, channel, or anywhere that concentrated flow is antici- buried at all to properly po' ts, the trench was not backfilled with compacted earth or gravel, the pated.) fence was installed on excessive slope, or the fence was located across a drainageway. Extra strength 50 lbs./linear in. 70 lbsAinear in. Fence overtopped - because the sediment storage area was inadequate, no provision was made for safe bypass of storm flow, or the fence was located across a drainageway. 0.3 galJminJsq.fL 4.5 galJmin. /sq.ft. Water flow rate 15 gal. /minJsq.f _ Erosion occurs around end of fence - because the fence terminated at an elevation below the top of UV resistance 70% 85% BRANCHING STRUCTURE AND VIGOROUS FIBROUS ROOT SYSTEM. the sediment storage pool, the fence terminated in an unstabilized area, or the fence was in- 1.5 #/1,000 sq.ft. 40% Penniawn Red Fescue 98% 90% 1.5 /1,000 smiled on excessive slope. 20% Creeping Red Fescue 98% 80% _ - = l _ a► , sq.ft. 4. Planting soil mixture for tree and shrub pits to be Dense soil layers exposed by excavation or caused by equipment compaction -cause difficulty in F= soil, 1/3 peat and 1/3 sand by volume. 3. 3. CUT AND REMOVE BURLAP FROM driving wooden posts to sufficient depth; solve by using steel posts. Exhibit 3.74,A- This silt fence protects the street from sediment. The last section offence is angled toward the vacant tot to prevent runoff from bypassing the fence. Requirements Drainage area: Limited to 1/4 acre per 100 ft of fence; further restricted by slope steepness (see (Exhibits 3.74 -B Exhibit 3.74 -B). and Q Location: Fence nearly level, approximately following the land contour, and at least 10 R from toe of slope to provide a broad, shallow sediment pool. Trench: 8 in. minimum depth, flat - bottom or V- shaped, filled with compacted soil or gravel to bury lower portion of support wine and/or fence fabric. Support posts: 2 x 24n. hardwood posts (if used) or steel fence posts set at least 1 ft. deep.* (Steel posts should have projections for fastening fabric.) Spacing of posts: 8 ft. maximum if fence supported by wire, 6 & for extra - strength fabric without wire backing. Exhibit 3.74.8. Maxhnum Land Fence height: High enough so depth of impounded water slope and Distance for which a does not exceed 1' /z fL at any point along fence line. Silt Fence Is Applicable. Support wire (optional): 14 gauge, 6 -in. mesh wire fence Max, distance (needed if using standard- strength fabric). Land slope above fence Fence fabric: Woven or non -woven geotextile fabric with specified filtering efficiency and tensile strength (see Ex Less than 2% 100 ft. hibit 3.74 -C) and containing UV inhibitors and stabilizers 2 to 5% 75 ft. to ensure 6 -mo. minimum life at temperatures 00- 120 0F. 5 to 10% 50 & 10 to 20% 25 ft. ' Some commercial silt fences come ready to install, with support poets at- More than 20% 15 ft. tatted and requiring no wire support Exhibit 3.7441. Specifications Minimums for Silt Fence Fabric. Physical property Woven fabric Non -woven fabric Filtering efficiency 85% 85% Tensile strength at of American KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED 20% elongation: 1. GROUND LINE TO BE THE SAME PLANTING SPECIFICATIONS: Standard strength 30 lbs./linear in. 50 lbs./linear in. Extra strength 50 lbs./linear in. 70 lbsAinear in. Slurry flow rate 0.3 galJminJsq.fL 4.5 galJmin. /sq.ft. Water flow rate 15 gal. /minJsq.f _ 220 galJmin. /sq.fL UV resistance 70% 85% Outlet (optional): To allow for safe storm flow bypass without overtopping fence (see Exhibit 3.74-D). Placed along fence line to limit water depth to I Va fL maximum; crest -1 ft. high maxi- mum; weir width--4 & maximum; splash pad -5 ft. wide, 5 ft. long, 1 fL thick minimum. Installation SITE PREPARATION: (Exhibits 3.74 -D, 1. Plan for the fence to be at least 10 ft from the toe of the slope to provide a sediment storage area. F, and P) 2. Provide access to the area if sediment cleanout will be needed. OUTLET CONSTRUCTION (OPTIONAL) (see Exhibit 3.74 -D): 1. Determine the appropriate location for a reinforced, stabilized bypass flow outlet (unless the fence is designed to retain all runoff from a 2 -yr. frequency, 24 -hr. duration storm event). 2. Set the outlet elevation so that water depth cannot exceed 1'/2 ft. at the lowest point along the fence line. 3. Locate the outlet weir support posts no more than 4 & apart, and install a horizontal brace be- tween them. (Weir height should be no more than than I & and water depth no more than 1' /: ft. anywhere else along the fence.) 4. Excavate the foundation for the outlet splash pad to minimums of 1 ft. deep, 5 R wide, and 5 ft. long on level grade. 5. Fill the excavated foundation with INDOT CA No. 1 stone, being careful that the finished sur- face blends with the surrounding area, allowing no overfall. F_zltibit 3.74.0. Overflow weir for a silt fence outlet. - M � lit- V. Exhibit 3.74 -G. Concentrated flow and excessive drainage area caused these silt fences to fail. FENCE CONSTRUCTION (see Exhibit 3.74 -E): 1. Along the entire intended fence line, dig an 8 -in. deep flat - bottomed or V- shaped trench. 2. On the downslope side of the trench, drive the wood or steel support posts at least 1 ft. into the ground (the deeper the better!), spacing them no more than 8 ft. apart if the fence is supported by wire or 6 ft. if extra- strength fabric is used without support wire. Adjust spacing, if necessary, to ensure that posts are set at the low points along the fence line. (NOTE: If the fence has pre -at- tached posts or stakes, drive them deep enough so the fabric is satisfactorily in the trench as de- scribed in Step 6.) 3. Fasten support wire fence (if the manufacturer recommends its use) to the upslope side of the posts, extending it 8 in. into the trench. 4. Run a continuous length of geotextile fabric in front (upslope) of the support wire and posts, avoiding joints, particularly at low points in the fence line. 5. If a joint is necessary, nail the overlap to the nearest post with lath (see Exhibit 3.74 -F). 6. Place the bottom 1 ft. of fabric in the 8 -in. deep trench, extending the remaining 4 in. toward the upslope side. 7. Backfill the trench with compacted earth or gravel. NOTE: If urine a nre- hacked cnmmercial silt fence rather than rnnctnrrtino nno fniln- ..,­._ Exhibit 3.74 -E. Detailed example of sift fence Installation (showing flat - bottom and V-shaped trenches). Exhibit 3.74 -F. Detail of a silt fence Joint. Intenanee * Inspect the silt fence periodically and after each storm. event. * if fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. Pr actice 3:52 F,abr Drop ro inlet Pr ` e i of ct on Purpose * To capture sediment at the entrance to a storm drain, allowing full use of the storm drain system (Exhibit 3.52-A) during the construction period. 1-7-- _ ' w sv i,; NCE "s f_ Exhlbtt 3.624L A fabric drop inlet protection. Requirements Contributing drainage area: 1 acre maximum. (Exhibits 3.51 -B) Capacity: Runoff from a 2 -yr. frequency, 24 -hr. duration storm event entering a storm drain with- out bypass flow. Fabric material: Geotextile fabric for filtration. Height of fabric: 1 to 1%z ft., measured from top of inlet. Approach: Pool area flat (less than 1% slope) whit sediment storage of 945 cu.ft. /acre disturbed. Stability: Structure must withstand 1%z ft. head of water and sediment without collapsing or under- cutting. Support posts: Steel fence posts or 2 x 2 -in. or 2 x 4 -in. hard wood posts, 3 fi. minimum length, 3 ft. maximum spacing; top frame support recommended. Cross bracing tops of posts to opposite comers greatly strengthens support. Buried fabric 2x44n. wood frame Compacted fill \ i` T t.SR 31%f� l: (.) - T '7 U ..,^ I Overflow level set ^~ to prevent by -pass ! s rt now a �= t t (ma)L) Approach tl II V-il SM V vt Buried fabric „'� Exhibit 3.628. supporting frame and Installation of the fabric. installation 1. To prevent runoff from bypassing the inlet, set the top of the fabric at least 6 in. below the down - (Exhibit 3.S2 -C) slope ground elevation, OR build a temporary dike (compacted to 6 in. higher than the fabric) on the low side of the inlet (see Exhibit 3.32 -C). 2. Cut the fabric from a single roll to eliminate joints. (Provide at least 2 ft of overlap if a joint is needed.) 3. Bury the bottom of the fabric at least 1 R deep, backfill, and compact the backfddl (see Exhibit 3.52 -B). 4. Space the support posts evenly against the inlet perimeter a maximum of 3 ft. apart, and drive them about 1 Yz ft into the ground. (Overflow must fall directly into the inlet and not on unpro- tected soil.) Compacted dike to ' prevent higher now (6 In. hiss gherthan inlet protection) Runoff overflows Into Wet l \, Slope Exhit>tt 3.62 -C. Prevent bypass flow with a temporary dike downslope of the Inlet. Maintenance * inspect the fabric barrier after storm events, and make needed repairs immediately. • Remove sediment from the pool area to provide storage for the next storm. Avoid damaging or undercutting the fabric during sediment removal. • When the contributing drainage area has been stabilized, remove and properly dispose of a'I con- struction material and sediment, grade the area to the elevation of the top of the inlet, then tabil- ize. Common Posts and fabric not supported at the top - results in collapse of the structure. Concerns Fabric not properly buried at bottom - results in undercutting. Top of fabric barrier set too high - results in the flow bypassing the storm inlet or collapsing the structure. Temporary dike below drop inlet not maintained - results in the flow bypassing the storm inlet. Sediment not removed from pool - results in inadequate storagevolume for the next storm. Fence not erected against drop inlet- results in erosion and undercutting. Land slope at storm drain too steep- results in high flow velocity, poor trapping efficiency, and in- adequate storage volume; excavation of the sediment storage area may be necessary. CATCH BASI STORM PiP CATCH STORM F CATCH BASIN GRATE 1" REBAR FOR BAG REMOVAL EXPANSION RESTRAINT 2 °X2 "X3/4" RUBBER BLOCKS _WOVEN POLYPROPLENE SACK POLYPROPLENE FILTER SACK (WOVEN) CATCH BASIN GRATE ' POLYPROPLENE BOOT OVERFLOW POLYPROPLENE FILTER SACK (NON - WOVEN) NON -WOVEN POLYPROPLENE SACK NOTE: 1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER FABRIC INLET SACKS TO BE DETERMINED BY MANUFACTURER. TEMPORARY INLET SCREEN DETAIL SCALE: NO SCALE Land=Dina Notes 1- All plant materials to meet minimum standards set by American No. 1 No. 1 A i i ssoc at on f o Nurserymen, u serymen, latest published addition of American KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED Standard for Nursery Stock. 1. GROUND LINE TO BE THE SAME PLANTING SPECIFICATIONS: 2. All areas disturbed by construction and not otherwise paved or RYEGRASS 20 LBS /ACRE. landscaped and all lawn areas. shall be seeded and mulched with KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED straw as specified. 1 1/2" ABOVE FIN. GRADE TO THIN BRANCI- 3. All lawn areas to be raked smooth, fertilized and watered prior RYEGRASS 30 LBS /ACRE. to seeding. (Outside "Walgreens" property only) C= SPRING OATS 3BUSHEL /ACRE. % of mix. Name of grass Purity Cermination Application BRANCHING STRUCTURE AND VIGOROUS FIBROUS ROOT SYSTEM. 40% Kentucky 31 Bluegrass 90% 75% 1.5 #/1,000 sq.ft. 40% Penniawn Red Fescue 98% 90% 1.5 /1,000 sq.ft. 20% Creeping Red Fescue 98% 80% 1.0 /1,000 sq.ft. 4. Planting soil mixture for tree and shrub pits to be 1 /3 existing F= soil, 1/3 peat and 1/3 sand by volume. 3. 3. CUT AND REMOVE BURLAP FROM G= STRAW MULCH 2 TONS /ACRE 6" 1 Seasonal Soil Protection Chart APPROVAL FROM THE DIVISION OF BUILDING INSPECTION. TABLE "Am 4. TREES SHALL NOT BE ACCEPTABLE IF THEIR CENTRAL LEADER SEASONAL SOIL PROTECTION CHART HAS BEEN CUT OR IS DAMAGED SO THAT CUTTING IS STABIUZAnoN PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. TAP LINE OCT. NOV. DEC. PERMINANT A /�- SEEDING tit DORMANT B SEEDING o■tte B _� �� TURNBUCKLE TEMPORARY C D E-- • % / /k / / / / / / /� -� NECESSARY PRUNING SHALL BE DONE IMMEDIATELY AFTER THE SEEDING TIME OF INSTALLATION. 4" NATURAL SEEDING Foo EDGING TYP. G MULCHING PLANT HEIGHT SHALL BE MEASURED BEFORE PRUNING WITH BED EDGES MIN. MIN. SHRUB PLANTING DETAIL NO SCALE 4" NATURAL TRENCH EDGING TYP. AT PLANT BED EDGES FINISHED GRADE IMPACT BACKFILL DOTBALL MIN. MIN. TREE PLANTING DETAIL NO SCALE HOLEY MOLEY SAYS. "DON'T DIG BLIND" J 1 -800- 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF tfiDPM UTILITY DISCLAIMER EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF iS EXPRESSLY DISCLAIMED. Z _0^^ VJ W cc Baxter & SET E ng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone Fax No. 1 No. 1 Jh1KUb AINU I KLL FLAN I INU NU I L- ;: A= KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; 1. GROUND LINE TO BE THE SAME PLANTING SPECIFICATIONS: PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. AS NURSERY. ROOTBALL RAISED B= KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; 1 1/2" ABOVE FIN. GRADE TO THIN BRANCI- PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. ALLOW FOR SETTLING. C= SPRING OATS 3BUSHEL /ACRE. BRANCHING STRUCTURE AND VIGOROUS FIBROUS ROOT SYSTEM. 2. 2. CONSTUCT 3" SOIL RING AROUND D= WHEAT OR RYE 2 BUSHEL /ACRE. AND DISEASE. TRUNK AND STEMS SHALL BE FIRM WITH NO INDICATION ALL TREES, EXCEPT IN LAWN. E= ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1,000 S.F.) FLOOD TWICE W/ IN 24 HRS. F= SOD. 3. 3. CUT AND REMOVE BURLAP FROM G= STRAW MULCH 2 TONS /ACRE FROM THE WILD SHALL BE ACCEPTABLE WITHOUT SPECIFIC TOP OF ROOTBALL. 4" NATURAL TRENCH EDGING TYP. AT PLANT BED EDGES FINISHED GRADE IMPACT BACKFILL DOTBALL MIN. MIN. TREE PLANTING DETAIL NO SCALE HOLEY MOLEY SAYS. "DON'T DIG BLIND" J 1 -800- 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF tfiDPM UTILITY DISCLAIMER EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF iS EXPRESSLY DISCLAIMED. Z _0^^ VJ W cc Baxter & SET E ng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone Fax No. 1 No. 1 • /l /• = IRRIGATION NEEDED DURING JUNE, JULY AND / OR SEPT. • • = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. PLANTING SPECIFICATIONS: :2; 1. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS SET 0 FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARDS THIN BRANCI- NURSERY STOCK OF NURSERYMEN. PLANTS SHALL BE TYPICAL OF RETAINING N� SPECIES AND VARIETY, AND HAVE NORMAL, WELL - DEVELOPED BRANCHING STRUCTURE AND VIGOROUS FIBROUS ROOT SYSTEM. 2. PLANTS SHALL BE HEALTHY, VIGOROUS PLANTS FREE FROM INSECTS DO NOT CUT 0 AND DISEASE. TRUNK AND STEMS SHALL BE FIRM WITH NO INDICATION HARDWOOD S OF FUNGUS CANKERS OR GALLS, INSECT BORERS, DIEBACK, FRONT �4 CRACKS, SUNSCALD, OR OTHER DEFECTS. RUBBER HOS 3. ALL PLANTS SHALL BE COMMERCIALLY GROWN AND NO PLANTS FROM THE WILD SHALL BE ACCEPTABLE WITHOUT SPECIFIC APPROVAL FROM THE DIVISION OF BUILDING INSPECTION. TREE WRAPPI 4. TREES SHALL NOT BE ACCEPTABLE IF THEIR CENTRAL LEADER HAS BEEN CUT OR IS DAMAGED SO THAT CUTTING IS GUYING -1 /8" NECESSARY. tit 5. PLANTS SHALL NOT BE PRUNED PRIOR TO INSTALLATION. ANY TURNBUCKLE NECESSARY PRUNING SHALL BE DONE IMMEDIATELY AFTER THE TIME OF INSTALLATION. 4" NATURAL EDGING TYP. 6. PLANT HEIGHT SHALL BE MEASURED BEFORE PRUNING WITH BED EDGES BRANCHES IN A NORMAL POSITION. NO PLANT SHALL BE PRUNED nn BACK TO SUCH AN EXTENT THAT IT NO LONGER MEETS THE REQUIRED SIZE SPECIFICATIONS. w FINISHED 7. ALL DECIDUOUS AND EVERGREEN TREES SHALL BE BALLED AND o BURLAPPED. NO BARE ROOT TREES SHALL BE ACCEPTABLE. 8. THE MINIMUM SIZE OF BALLS, BALL DEPTHS, AND BALL DIAMETERS SHALL BE IN ACCORDANCE WITH RECOMMENDED BALLING AND BURLAPPING SPECIFICATIONS AS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARDS OF NURSERY STOCK. FIRMLY C 9. ALL BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED BENETH IMMEDIATELY SHALL BE SEALED IN AND PROTECTED WITH BURLAP OR OTHER ACCEPTED MATERIAL. 10. IDEAL TREES SELECTED FOR THIS PROJECT HAVE A STRAIGHT TRUNK, ROUNDED OR OVAL FORM, AND SYMMETRICAL BRANCHING PATTERN. 11. ALL TREES AND SHRUBS SHOWN ON THIS DRAWING SHALL BE PLACED IN A MANNER TO ALLOW FOR AMPLE ROOM TO DEVELOP. 12. IF WORK IS REQUIRED WITHIN THE EASEMENTS CAUSING REMOVAL OR DAMAGE OF LANDSCAPE MATERIALS, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR REPLACEMENT OF MATERIALS ACCORDING TO THE APPROVED LANDSCAPE PLAN. 4" NATURAL TRENCH EDGING TYP. AT PLANT BED EDGES FINISHED GRADE IMPACT BACKFILL DOTBALL MIN. MIN. TREE PLANTING DETAIL NO SCALE HOLEY MOLEY SAYS. "DON'T DIG BLIND" J 1 -800- 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF tfiDPM UTILITY DISCLAIMER EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF iS EXPRESSLY DISCLAIMED. Z _0^^ VJ W cc Baxter & SET E ng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone Fax No. 1 No. 1 (317) 535 -4094 (317) 535 -3012 Email: info @boxterset.com :2; 0 0 �4 tit e` V 1 0 n 0 . nn w � U o H V 1 v Job No.: Date: 07055 July 30, 2007 Drawn By: Checked By: Scale: JSP /caw tab 1 "=20'-0" CAD FILE: G: \07055 \try2 \DEM0 do NEW.DWG No. :.19700309. � •• S,jQTE� i ..!A ONA fill 1 111 Date Stamped: july 30. 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET VILE: 0 6 "thick CONCRETE SLAB AROUND NEW INLETS OVER 6 "thick CONCRETE SLAB 6" COMPACTED GRANULAR AROUND NEW INLETS OVER • FILL (TYPICAL) 6" COMPACTED GRANULAR 6' -0" varies 6'_p" 1.00' 7 � S\ FILL (TYPICAL) /o \ e ° . ° ° ° a N EENAH FRAME AND 1 ° GRATE SEE GRADING 4 a Q GRADING PLAN FOR °� • / ° NEENAH FRA E AND CASTING AND T.O.C.) e 3.00' ° a GRATE 5EE 'GRADING • ;� \ �° a GRADING PLAN FOR \ ° PLAN FOR T. .C.) FINISH CONCRETE 1 �a I W a o wl \ �I w z a � � a � NEW CONC. SWALE � . \ \ \ \ 11, / � Q � I I I I z .° e ° °•.. Q .I . \ \ \\ �\ = Q LLJ Z a f J I ° � o n FACE OF CURB < F I \ \ ° e \ \ I � o i z ° ° d.4 \ Q t.43' —Orrx 1 r_Orr \4\ / z W CONC. FOOTING —�—•— 4. J 0 w a . #4 BARS 2' -0" O.C. w ° TYPICAL CONCRETE HANDICAP RAMP DETAIL I \ w a NO SCALE • .: . < .. e a \ z � z — — — — a d � ° • `SEE e °' �' ° 4 ° I \ Q ° IV a 3.00 e a a Q CDC CO 14 d #4 BARS V —Off O.C. \ • 4 a > ° EAC H WAY \ \ ° 4" (SEE GRADING PLAN 4" \ / MIN. MIN. \ / Z CONCRETE ENDSECTION SECTION SCALE: 1/2"=1'—O" � 16" 4" SEE GRADING PLAN 4" 16" � MI • MIN. PREFAB SHALLOW INLET DETAIL W PLAN NO SCALE W OC 6 CONCRETE WALK WITH 6 -6 -6 W.W.F• - \� /` W \�/ ON 6 COMPACTED GRANULAR FILL ODRAWINGN \\ � 12" MIN. Bc 12" MIN. - ?7S/ ' \�` 18" MAX 18" MAX \ \/� UNDISTURBED ..�° �QJj \j� \ \ \� SOIL (0 CONCRETE PAVING WITH 4' -0" X 4' -0" JOINT PATTERN FLUSH WITH ADJACENT PARKING AREA. w oo ° ° ' ° ° ° \/\/\\/ /\� /\� /\ / /\ / /\ / /\� /\� /\� /\� /\�/ / \ / /\� /\ /� Baxter SET \ ' ° ' ' \' Engineering► L.L.C. 2. smart STACKER LOCATION. SEE EG SHEETS FOR �� ` \ / /i, °' ' ' °° o ' °' \ \i „ //� o o ,° 6 OF #53 COMPACTED STONE 410 North U.S. 31 GRAPHIC INFO. CONTACT DAVID LOAKES OR w W i\r o ' ° Z \ \/� o o� ° \ \j Whiteland, Indiana 46184 KATHRYN DOCKING AT CUBED PROJECT o \ 0 0 0O 0 ° ° \\� HAUNCHING Phone No. 1 (317) 535 -4094 7 CONSULTING PARTY LIMITED FOR INFORMATION. \� '00 °° \ \ \! (Bc\2) TYPICAL CONCRETE SLAB Fax No. 1 (317) 535 -3012 PHONE: +61- 412- 467 -490 ' o° , NO SCALE \// , 1% , p °. ° 0 , 0, � , o� , � , , �, \\ � THE LARGER OF Email: infoC�baxterset.com , ADDRESS: 263 -329 LORIMER ST. VICTORIA, \\ �i;\; ��% ��i�i��/ �� /i��r,�% \� /i \i /� / / / \ \i��i��i� Bc /4 OR 4" 0 AUSTRALIA 3207 �0 EMAIL,;. DAVID @,Q U B E D . N ET.AU HAND OR MECHANICALLY TAMPED CLASS I OR II MATERIALS HOT ASPHALT BINDER -4" 3 • 4'— 0 X 4 —0 STAMPED COLORED C 0 N C R ETE PLACED IN 6" LAYERS TO 12" OVER THE TOP OF PIPE, UNLESS OTHERWISE 2" BITUMINOUS BASE 1" OF HOT ASPHALT SURFACE (COLOR TO MATCH PMS 1235 C) FLUSH WITH NOTED CLASS I MATERIALS ONLY MAY BE "WALKED IN" IN 6" LAYERS. CLASS II MATERIALS SHALL BE COMPACTED TO A MINIMUM 85 ADJACENT PARKING SURFACE. PERCENT STANDARD PROCTOR DENSITY. 4. 6" HIGH CONCRETE CURB. I� STANDARD METHOD � Q 5. PROVIDE RAMPED SIDEWALK FOR VEHICLE ACCESS. ° ° o ��o 6 • CONCRETE PAVING WITH 4' — 0" X 4'-0" JOINT W = MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER "ASTM jay /�y /may /� / /�y /�X11y /�y /�y /\y / \� \y / \y / \y /\ j y / \ / / NOT TO EXCEED FOUR (4) FEET FOR 6 THROUGH 24 PIPE� \;� \;� \;� \;� \ \, � \;� � � ,6 R PATTERN WITH ELEV. +6" ABOVE ADJACENT PAVED NOR SIX (6) FEET FOR 27" THROUGH 48" PIPE. t� ' R3� 3 6" 7 ARE�& D = PIPE DIAMETER (INTERNAL) COMPACTED 53 STONE H 7 • 4 1 PAINT STRIPES DENOTING AREA F T Bc =PIPE DIAMETER EXTERNAL # E—� E 0 EST (EXTERNAL) COMPACT TO 95� STANDARD �..� I TRACK. COLOR 0 F PAINT TO MATCH PMS 1235C. PROCTOR DENSITY 0 NOTES: Q TYPICAL ASPHALT PAVEMENT N CLASS "B" BEDDING STOPS AT A POINT 12" ABOVE THE TOP OF THE PIPE. DETAIL (1•, Q 7 8. smart STACKER BASE TO BE INSTALLED BELOW 1• BACKFILLING ABOVE THIS POINT SHALL BE COMPACTED EARTH BACKFILL NO SCALE O FINISHED CONCRETE SURFACE. UNLESS UNDER ASPHALT PAVEMENT, TO BE COMPACTED GRANULAR MATERIAL O» AS PER NOTE #2 W 4' R 1 2. COMPACTED GRANULAR MATERIAL SHALL BE "B" BORROW IN ACCORDANCE H H WITH THE LATEST REVISION OF THE INDIANA STATE HIGHWAY COMMISSION 4" CONCRETE WALK WITH 6 -6 -6 W.W.F. U� STANDARD SPECIFICATIONS. Q ON 4" COMPACTED GRANULAR FILL 3. WORK FALLING UNDER THE JURISDICTION OF THE INDIANA STATE HIGHWAY t---� COMMISSION SHALL UTILIZE COMPACTED GRANULAR BACKFILL MATERIAL FOR INITIAL AND FINAL BACKFILL ANYWHERE WITHIN 12 FEET OF THE EDGE OF --�,`; --ice. `�.,:.:� . _ • �. •. ° W PAVEMENT. OTHERWISE, COMPACTED GRANULAR BACKFILL MATERIAL SHALL �,° I ° °° 6' — 7 " ONLY BE USED UNDER PAVEMENT SURFACES OR OTHER SPECIFICALLY ° r� ° j DESIGNATED AREAS. Job No.: Date: I 07055 July 30. 2007 FIRST CLASS PIPE LAYING METHOD FOR 4" OF #53 COMPACTED STONE Drawn By: Checked Jul Scale: DEMONSTRATION TEST TRACK DETAIL FLEXIBLE CONDUITS (PVC, RPVC,ABS JSP /caw tab VARIES 7 S \ SCALE: NO SCALE & HDPE PIPE) TYPICAL CONCRETE WALK CAD Fl LE: O �� NO SCALE NO SCALE G: 07055 \ \try2 \DEMO do NEW.DWG `������... A. • ej EQ. EQ. o, No. =_ 7 SEE SITE PLAN FOR WIDTH �*� 19700309: Li 6 _ 4" CONCRETE WALK WITH 6 -6 -6 W.W !� Q ON 4" COMPACTED GRANULAR FILL W.W.F. %i SPNAL \ 1-1.00'- 3.00 1.00 Q FINISH PAVEMENT 111_111 � e ° Date Stamped: ASPHALT °° a July 30, 2007 00 ,III —III -111 ° ' = 0�°0 °o° 00 0 °O°° 00 °0 ° ° —i I I— III -1 I COM PACTED # THIS DRAWING IS THE PROPERTY OF ° 5 BARS 1 —0 O.C. ° ° III —III STONE o BAXTER & SET ENGINEERING, INC. • I I I —I ( ° AND IS NOT TO BE USED FOR ANY ' OTHER PURPOSE THAN THE PROJECT . CONCRETE SWALE SECTION DESCRIBED HEREIN. SCALE: 1 2 =1 —0 SHEET TITLE. 1 1 ' -0" ' -0 ' TARN —DOWN SIDEWALK TYPICAL CURB DETAIL 3 CROSS SECTION NO SCALE 4" NO SCALE 0 GENERAL: WHEREVER A CONFLICT OR DEFICIENCY OCCURS BETWEEN THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THIS IMMEDIATE PROJECT AND THE CONSTRUCTION STANDARDS AND SPECIFICATIONS ADOPTED BY THE LOCAL GOVERN AGENCIES, THE HIGHER OR MORE RESTRICTIVE STANDARD OR SPECIFICATION SHALL APPLY. A. STANDARD CONDITIONS (CONTINUED) F. (CONTINUED) F. (CONTINUED) 1. The Contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from b. In general, all gravity sanitary sewer pipe shall be the respective city, county and state agencies prior in starting construction. the bell and spigot type with elastomeric seal joints and smooth interior walls meeting r exceeding 2. It shall be the responsibility of each utility, contractor all requirements set forth in the latest ASTM standar reference herein. and /or sub - contractor to obtain all permits and approvals to open cut any road from the appropriate department. c. THE DEPARTMENT DOES NOT ALLOW THE USE OF SOLVENT CEMENT JOINT FOR GRAVITY SANITARY SEWERS EIGHT (8) INCHES IN DIAMETER OR 3. It shall be the Contractor's responsibility to determine LARGER. the exact location of all existing utilities in the vicinity d. Each length of pipe shall be marked per the requirements of of the construction area prior to starting construction. the respective ASTM Standards. 4. It shall be the Contractor's responsibility for notification 3. GRAVITY SANITARY SEWERS MATERIALS and coordination of all construction with the respective a. Polyvinyl Chloride Pipe utility companies. types GW, GP, SW and SP are included in 5. It shall be the responsibility of the Developer and Contractor 1. Pipe: Polyvinyl Chloride (PVC) gravity sanitary sewer pipe shall be the integral wall bell and spigot type with to maintain quality control throughout the project; failure to do so may result in removal and elastomeric seal points and smooth inner walls meeting or replacement of the defective work. It is recommended that exceeding all the requirements set forth on ASTM F -679 for pipe diameters greater than 15 inches. the Developer have a qualified inspector on the job site at all times during construction. 2. For diameters 15 inches or less the pipe shall have a p sands, sand -cloy mixjuseel-cnldy minimum cell classification of 12454 -B or 12454 -C and for 6. It is essential that the work be done in conjunction with diameters greater that 15 inches, the pipe shall have a this project shall be installed according to these minimum cell classification 12454 -C: with all pipe having specifications. The engineer will be required to certify to a minimum tensile strength of 3450 MPA as defined in ASTM certain portions of this project upon completion. Therefore, D -1784. it is necessary to obtain approval and acceptance by the city, county, state or govern agency that construction was 3. PVC sanitary sewer pipe shall have a minimum stiffness of 46 PSI for done in compliance with these plans and specifications. each diameter when measured at 5% vertical ring deflection and tested in accordance with ASTM D -2412. B. CLEARING AND GRUBBING 4. Polyvinyl Chloride (PVC) ribbed sewer pipe meeting or exceeding requirements set forth in ASTM F- 949 -86a or ASTM and bracing shall be removed. All vacancies or voids by the sheeting while being withdrawn, shall be carefully F- 794 is acceptable. The minimum cell classification acceptable 1. Clearing and grubbing shall consist of cutting removal and shall be 12454 -B or 12454 -C as defined in ASTM D -1784. PVC satisfactory disposal of all trees, down timber, brush, ribbed sewer pipe shall have a minimum pipe stiffness of 50 when in pro'ectin roots, stumpps, rubbish, boulders, broken concrete, psi measured accordance with ASTM D -2412. fencing (gas designated) and other material on the project site and within the boundary as shown on the construction 5. Design: The minimum wall thickness for PVC sewer pipe and lateral documents and /or as designed by construction limits". sewer Pipe 15- inches or less in diameter shall conform to SDR -35 Type PSM as specified in ASTM D -3034. The 2. Special instructions shall be taken to insure that trees minimum wall thickness for PVC sewer pipe greater than 15- inches in diameter shall conform to T -1 as specified in ASTM to be left remaining in the project area shall not receive F -679. limb, bark or root injuries. hen such injuries occur, all rough edges of scarred areas shall be removed in accordance 6. Marking: the date of manufacture, class of pipe, with accepted horticultural practice and the scars coated thoroughly with base tree specification destination, size of pipe, name or trademark of manufacturer, and identification of plant location shall be an asphaltum paint. legible marked on the outside of each pipe section in 3. All "unsuitable material" from clearing operations stated accordance with the ASTM D -3034. in items B -1 shall be remove to disposal areas) off of the "bury 7. Certification: The contractor upon request shall furnish the project site; unless a pit" shall be utilized in an Department with manufacturers certification stating that the area where it shall not be beneath building areas and /or pipe supplied meets or exceeds all requirements of the pavement areas and shall not be located in an area where applicable ASTM standards and these standards. storm drainage structures shall be located or where cut off at the elevation o f 1.5 feet above the top of impoundment of surface drainage may occur. a. Joints 4. Material shall not be disposed of by burying unless 1. Flexible gasketed joints shall be compression type so that the approved by the local and state fire marshal. when assembled, gasket inside the bell will be compressed radially on the pipe spigot to form a watertight seal. The assembly of joints shall be in 5 C. TREE REMOVAL AND PROTECTION accordance with pipe manufacturers recommendations and ASTM D -3212. The gasket sealing the joint shall be made of 1. Trees should only be cleared only where the area is to be rubber: of special composition having a texture to occupied by road and surfaced areas in accordance with assure a watertight and permanent seal, and shall be the specifications of the city, county, or P y y, govern agency. product of a manufacturer having at least (5) five years order to facilitate the Contractor's installation of the experience in the manufacture of rubber gaskets for pipe 2. Trees shall be removed from the project site or buried joints. The gasket shall be a continuous ring of flexible within the project as directed by the Developer and only in point rubber of a composition and texture which is resistant the areas designated. to common ingredients of sewage, industrial wastes and inches, loose measurement. Within three(3) feet of the groundwater, and which endure ppermanently under the 3. Trees shall be removed from the project where they conditions likely to be imposed by this service. The gasket interfere directly with the placement of storm or sanitary shall conform the requirements of ASTM F -477. sewers and that such excavation is or will be fatal to such 2. NO SOLVENT CEMENT JOINTS SHALL BE ALLOWED. adjacent trees. mechanical tampers. The remaining backfill material shall be compacted with mechanical tampers. A minimum 4. The Contractor shall endeavor to save and protect trees of b. Fittings value and work which do not impair construction of 1. Only manufactured fittings made of PVC plastic improvements as designated. In the event cut or fill exceeds having a cell classification of 12454 -B or 12454 -C as defined in ASTM 0.5 foot over the root area, the Developer shall be consulted D -1784 shall be used. with respect to protective measures to be taken, if any, to preserve such trees. 2. Saddle connections shall not be allowed for new construction. 5. The contractor shall be responsible for determining the b. DUCTILE IRON PIPE method for protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees 1. Material: Ductile iron pipe in diameters from eight (8 subject to construction damage shall be boxed, fenced or inches through thirty six inches (36) shall be centrifug ally cast and shall conform to ANSI Specifications centrT 1 and otherwise protected before any adjacent work is started. Earth or material or equipment shall not be stockpiled or AWWA C -151 latest revision. Ductile iron pipe shall be class stored within the spread of branches. Branches which need to 50, 51, 52 or 54 wall thickness dependent upon site conditions and provided in minimum laying lengths of be removed or are broken shall be neatly trimmed and shall be covered with tree paint. eighteen (18) feet. Ductile iron pipe larger than thirty six Workmanship (36) feet in diameter shall be approved on a case by case a. basis by the department. D. STRIPPING OF TOPSOIL 1. The Engineer reserves the riq_ht to order pipe installation discontinued whenever, in our opinion, -There is danger of the quality 2. Fittings: Fittings shall be standardized for type the 1. The contractor shall verify that all topsoil has been pipe of pipe and joint specified and shall comply with ANSI removed in the areas to be occupied byy roads, walks and A- 21.10, AWWA C -110. designated building areas. Topsoil shall be removed to a depth of six (6) inches or deeper, if necessary, to remove 3. Joints: Mechanical joints, slip or flanged Joints shall P g vegetable matter where required. be provided. P 2. Topsoil shall be kept separated from suitable fill 4. Weights and Marking: Weights of pipe fittings shall materials and shall not be used to fill under pavement and /or conform strictly to requirements of ANSI Specifications. The building areas. class designations for the various classes of pipe and Operations. Excess topsoil shall be spoiled on the site as fittings shall be cast onto fittings in raised numerals, and directed by Owner or Engineer. cast or stamped on the outside of each joint of pipe. Weights shall be plainly and conspicuously painted in white on the 3. Topsoil placed on the lot shall be reasonably free from outside of each joint of pipe and each fitting after the subsoil debris and stones. exterior coating has hardened. E. GRADING 4. Bedding and Backfill- Sanitary Sewers 1. The contractor shall perform all grading operations to The following section provides the minimum requirements for bring subgrades, after final compaction, to the required the bedding of pipe and the backfilling of the grades and sections of site improvements. trench. the lowest point in the proposed sewer line. Lay the pipe a. Bedding- Sanitary Sewers 2. Subgrade shall be proofrolled with suitable equipment and with the bell end of bell and spigot pipe or with the all spongy and otherwise unsuitable material shall be removed 1. Trenching where the bottom of the tr rich is of and replaced with suitable material. undesirable material, an additional sixe(6) inches of are to be abandoned shall be bulkheaded with mortar and on eight(8) inch thick brick wall. Sewers, storm water trench bottom shall be excavated and a stable foundation 3. Subgrade shall be prepared in compliance with I.N.D.O.T. shall be constructed using compacted No. 2 crushed stone. Standard Specifications, 1993 Edition , Section 207, as 2. All sanitary sewer pipe shall be laid to the lines and revised, with the city, state or govern agencies approving the subgrode before grade shown on the approved design plans unless paving. otherwise approved by the department. 4. All fill materials shall be formed from soil free of 3. Bedding material shall be compacted No. 8 crushed stone deleterious material. Prior to placement of fill a sample of or No. 8 fractured face aggregate and shall be placed the proposed fill material should be submitted to the soils the trench bottom such that after the pipe hU3 been Engineer for his approval. placed thereon, imbedded to grade and aligned, there abandoned structures are the property of the Department remains a 4 -inch minimum depth of material below the 5. All fill material in areas outside of building and Pipe barrel and a minimum of 3- inches below the bell. pavement areas shall be compacted lightly and protected from 4. The bell holes shall be excavated so that the entire pipe erosion by one or more of the methods of item 0. areas for barred rests on the bedding. The following presents the building and pavement construction shall not have unsuitable bedding requirements for each pipe classification: material placed in the location and fill shall be compacted to 95% Standard Proctor. These areas shall be determined by b. Flexible Pipe: PVC Pipe the Developer's representative. 1. No. 8 crushed stone or No. 8 fractured face C. aggregate shall be placed around the sides of the F. SANITARY SEWERS pipe up to the sides of the pipe to the springline(1 /2 the outside diameter). The material 1. GENERAL shall be shovel sliced or otherwise carefully a. Current city, state or govern agencies specifications placed and walked or hand tamped in to ensure compaction of the haunch area and complete filling shall prevail as to materials and methods of construction. of all voids. From the springtime to twelve(12) b. The contractor shall be responsible for obtaining or inches above the crown ,of the ,pipe, bedding shall be added in six(6) lifts walked in for verifying all permits for all of portions of this project compaction. Backkfilling of the remainder of the prior to starting construction. trench shall be as specified in the section c. Sanitary sewers shall be installed in accordance w "th the C. Semi -Rigid Pipe: Ductile Iron Pipe Indiana Department of Environmental Management Division of Water Management). 1. No. 8 crushed stone or No. 8 fractured face be stub. aggregate shall placed around the sides of the d. None of the sanitary sewers are to be constructed until pipe up to the springline(1 /2 the outside diameter). This material shall be shovel a letter of approval from the Department of Environmental Management has been received by the Engineer. The Engineer sliced or otherwise carefully place and "walked" or hand will then contact the Developer or Contractor of the said tamped in to ensure compaction of the haunch area and complete filling of all voids. approval. the Contractor shall provide a watertight bulkhead 2. From springline to six(6) inches, of 1/2 the 2. GRAVITY SANITARY SEWERS outside diameter above the top of the pipe, a. The Department of public works currently allows the use six(6) inch lifts whichever is larger a bedding shall be added in w , lked in for compaction. of the following pipe materials meeting or exceeding The Contractor and /or Owner shall be liable for all the minimum requirements /specifications set forth 3. Backfilling of the remainder of the trench shall herein for the construction of gravity sanitary sewers: be a specified later in the section. - Polyvinyl Chloride Pipe (PVC) d. Backfilling Sanitary Sewers - Ductile Iron Pipe (DIP) 1. Backfill Materials Vitrified Clay Pipe (VCP) is NOT an approved material for the construction of sanitary sewers. a. The following materials shall be used to backfill the trenches in accordance with and in the manner water, earth or other materials from entering the pipe. indicated by the requirements specified herein: F. (CONTINUED) F. (CONTINUED) Class 1 Angular, six(6) to forty(49) millimeters(1 /4 to 1 1/2 inch) F 9. If the bottom of the trench is of undesirable material, graded stone such as crushed stone. an additional six(6) inches of trench bottom shall be excavated and filled wit h Class "2" crushed stone and Class 2 Course sands and gravel with maximum compacted using a hand held mechanical tamper. Where the distance to stable ground is excessive, the Engineer particle size forth (40) millimeters (1 1/2 inch), including variously shall order in writing other types of foundation as he graded sands and gravel containing small deems necessary subject to the approval of the Department. percentage of fines, generally granular and non- cohesive, either wet or dry. Soil 10. Remove any rock(s) encountered within six(6) inches types GW, GP, SW and SP are included in below the barrel surface of the pipe, replace with No. 8 this class. crushed stone or No. 8 fractured face aggregate and Class 3 Fine sand and clay grovel,fih- ecluding compact. sands, sand -cloy mixjuseel-cnldy e. Trench Box Pulling and Sheeting mixtures. Soil types GM, GC, SM and SC are included in this class. 1 • When required by the Occupational Safety and Health Act Class 4 Silt, silty clays and clays, including (OSHA) to protect life, property, or the work, sheet and brace all open cut trenches in accordance with CFR 1926. silts of medium to high plasticity and liquid limits. Soil types MH, ML, CH, and Upon completion of the work, all temporary forms, shores, CL are included in this class. These and bracing shall be removed. All vacancies or voids by the sheeting while being withdrawn, shall be carefully materials are not recommended for filled with bedding material. bedding. b. Backfill Around Pipe (bedding): Bedding and 2. The Contractor shall employ adequate safeguards to Backfill materials shall be agreed upon prior to prevent movement of the pipe joint. If any movement should occur, the Contractor shall reinstall the construction by the Engineer and the Contractor. pipe. Sample will be obtained and kept at the Engineer's No 3. Any damage to pavement or other structures due to office. significant deviation from this material sheeting , shoring, or bracing shall be repaired by the will be permitted for use without authorization by Contractor at his own expense. the Engineer and the Department. c. The term "select fill" shall mean the use of Class 4. Sheeting and bracing which is to remain place shall be 2 or 3 backfill materials as described above. cut off at the elevation o f 1.5 feet above the top of e. Areas Subject to Vehicular Traffic the sewer pipe. f. Line and Grade 1. In areas under proposed or existing paved roads or within five feet of pavement, sidewalks, curbs, gutters or 1. The Contractor shall furnish and set all line and grade similar structures, granular backfill material complying stakes (HUB) and stakes for bench marks. The bench with the requirements of the Indiana Department of marks shall be set in strategic locations of the project in Transportation Standard Specifications, 1993 Edition, order to facilitate the Contractor's installation of the as revised, shall be used. line and grade stakes (HUB) for each pipeline. Only the 2. The material shall be placed in uniform layers not six(6) laser method shall be used to set the grade of the pipeline. Any other method must first be approved in inches, loose measurement. Within three(3) feet of the writing by the Department. The Contractor shall sanitary sewer pipe the backfill material shall be constantly check line and grade of the laser beam and thoroughly and uniformly compacted with hand held the pipe. mechanical tampers. The remaining backfill material shall be compacted with mechanical tampers. A minimum 2. Installation of Sanitary Sewers: Suitable tools and compaction of 95% percent Standard Proctor Density equipment shall be used for the safe and convenient handling and laying of Great shall be achieved within the backfill material. pipe. care shall be taken to prevent pipe coat+nq or wrappings from being damaged. 3. Jetting or flooding of the backfill or other alternative Carefully examine all pipe for cracks and other defects. compaction methods and materials shall not be used 3. No pipe or fittings shall be laid which are know to be without the approval of the city Department of Sanitation defective. If pipe or fittings are discovered to be or Indiana Department of Transportation, dependent upon cracked, broken or defective after being laid, they shall jurisdictional authority. be removed and replaced with ground material. Workmanship 4. Thoroughly clean all pipe and fittings before installation. All a. Laying of Pipe in Cold Weather pipe and appurtenances should be kept clean until accepted and completed work. 1. The Engineer reserves the riq_ht to order pipe installation discontinued whenever, in our opinion, -There is danger of the quality 5. All field- cutting shall be done in a neat, trim manner using hand of work being impaired because of cold weather. The a or power saw and the cut end shall be beveled us+n a file or wheel to produce a smooth bevel Contractor shall b <= responsible for heating the pipe jointing material so as to prevent freezing of points. of approximately 15q and be a minimum depth of one third the pipe wall thickness. Field cut pipe will only be allowed to be installed at 2. Do not lay any pipe on frozen ground. No flexible or semi- manholes, at prefabricated trees and wyes, and at the rigid pipe shall be laid when the air temperature is less connection of new sanitary sewer to existing sanitary sewer. than 32 F unless proper precautions per the manufacturer's recommendations are taken by the 6. NOTE: Only smooth exterior pipe shall be used at manhole Contractor and the method is approved by the Engineer connections. and Department. 3• When pipes with rubber gaskets or resilient -type are to g. Point of Commencement and Direction of Laying be laid in cold weather, sufficiently warm the gasket or 1 • The point of commencement for laying of sewer pipe shall be joint material so as to facilitate making a proper joint. the lowest point in the proposed sewer line. Lay the pipe b. Abandoned Sewers with the bell end of bell and spigot pipe or with the 1. Sewers and storm water drains which receiving groove end of tongue and groove pipe pointing upgrade. Any other procedure shall be followed only with are to be abandoned shall be bulkheaded with mortar and on eight(8) inch thick brick wall. Sewers, storm water permission of the Department. drains, and sewer structures which are to be abandoned in place shall be filled with Sand or Cellular Concrete and 2. Lay each pipe on an even firm bed as specified so that plugged, unless otherwise indicated on the Plans. no uneven strain will come to any part of the pipe. Particular care shall be exercised to prevent the 2. Service shall be maintained is such sewers and drains until the pipes from bearing on the sockets. Dig all bell holes for bell Department shall order bulkheads placed. No timber and spigot pipe. bulkheads shall be allowed. All castings on such abandoned structures are the property of the Department 3. Completely shove home all pipe (to the assembly mark.) and shall be salvaged I.y the Contractor and delivered as directed. Unless On pipe of the tongue prove type thirty(30) inches and otherwise specified, all abandoned manholes, catch basins, and inlets shall be removed to larger in diameter, pressure must be applied to the center of each pipe as it is laid by a winch a depth of three(3) feet below the proposed or established and cable orother mechanical means. grade or existing street trade, whichever is lower. C. Dewatering and Control of `:surface Water: 4. All connection fittings shall be sealed with watertight stopper. 1 • Where groundwater is encountered, the Contractor shall 5. The Contractor shall extend the building w e lateral to make every effort necessary to secure a dry trench the right -of -way and shall place a one(l) inch cast bottom before laying pipe. The Contractor shall provide, ironlocator rod or magnetic locator tape above the end of install and operate sufficient trenches, sumps, pumps, hose, the pipe to within three(3) feet of the ground surface. The piping, wellpoints, etc.., necessary to depress and purpose is to provide for case of location of the wye maintain the groundwater level below the base of the stub. excavation. If the Contractor is unable to remove the h. Construction Bulkheads standing water in the trench, the Contractor shall over- excavate the proposed bottom grade of the sewer 1. Before extending a sanitary sewer, bedding,and place not less than three(3) inches of class No. 2 the Contractor shall provide a watertight bulkhead crushed stone Indiana Department of Transportation in the existing sewer immediately downstream of the aggregate classification) in the over - excavated area. point of connection. This bulkhead shall be left in lace P 2. The Contractor and /or Owner shall be liable for all until the new sanitary sewer has been cleaned of all accumulated water and debris and accepted by the lawsuits which may arise as a result of the Contractor's dewatering efforts. Department. 2. During all intermissions in construction of the sanitary 3. The Contractor shall keep the site free of surface water at all times and shall install drainage ditches, dikes, sewer pipe, the open face of the last pipe laid sholbe plugged, covered or bulkhead so as to prevent sand, pumps and perform other work necessary to divert or water, earth or other materials from entering the pipe. remove rainfall and other accumulation of surface water 3. Whenever pipe and special castings are required to be and /or groundwater shall be performed in a manner which cut, the cutting shall be done by skilled workmen irmuch will prevent the accumulation of water within the manner as to leave a smooth end at right angles to the construction area. axis of the pipe without damage to the casting or cement lining. CUTTING TORCHES Npipe SHALL OT BE USED. 4. UNDER NO CIRCUMSTANCES SHALL SURFACE WATER AND /OR GROUNDWATER BE DISCHARGED TO , DISPOSED OF OR ALLOWED i. RELATIONSHIP TO WATER MAINS TO FLOW INTO THE CITY'S SANITARY SEWER SYSTEM. 1 • Horizontal Separation d. Trenching a• Sewers shall be laid at least 10 feet (3.0 m) 1. The width of the trench at and below the top of the horizontally from any existing or proposed water main. The distance shall be measured edge to edge. In cases sanitary sewer shall be only as wide as is necessary where it is not practical to maintain a ten foot for proper installation and backfilling, and consistent separation, the appropriate reviewing agency may allow with safety requirements. The minimum width of trench for deviation on a case -by -case basis, if supported by data sanitary sewers, including force mains, 42- inches in diameter and less shall be 1.25 times the outside from the design engineer such deviation may allow installation of the sewer closest to the diameter (O.D.) plus 12- inches: water main, provided that the water that the water main is in a separate trench or on an undisturbed earth shelf located Minimum Trench Width (inches)= 1.25 (O.D.) +12 on one side of the sewer and at an elevation so the bottom of the water main is at least 18 inches (46 cm) above the top of the sewer. The minimum trench width for sanitary sewers larger than 42- inches in diameter shall be determined on a case by 2. Crossings case basis by the Engineer and approved by the department. a Sewer crossing water mains shall be laid to provide a 2. The design plans and specifications submitted to the minimum vertical distance of 18 inches (46 cm) between the outside of the water the Department for review, approval and issuance of a construction permit shall include a detailed trench main and outside of the sewer. This shall be the case where water main is either above below the drawing. or sewer. The crossing shall be arranged 3. The design of the sewer pipe and structures is predicated so that the sewer joints will be equidistant and as for as possible from the water main points. Where a water upon the width of trench indicated above and, should these limits be exceeded, the Contractor shall be main crosses under a sewer, adequate structural support shall be for the to responsible for the provision and installation of such provided sewer prevent damage to the water main. remedial measures as may be required by the Engineer and /or the Department. 3. Special Conditions 4. Bell holes shall be excavated for bell and spigot pipe a. when it is impossible to obtain proper horizontal and mechanical joint pipe, so that the entire barrel of the vertical separation is stipulated above, the sewer shall pipe shall rest on the bedding. be designed and constructed equal to water pipe, and 5. The pipe trench shall not be excavated more than one shall be pressure tested to assure watertightness prior to backfilling. hundred(100) feet in advance of pipe laying. 6• Whenever pipe trenches are excavated below the designed J Testing Gravity Sanitary Sewers bedding bottom, the Contractor shall fill the over- 1 • General excavated with mechanically compacted No. 8 (1/4) inch to 3/4 inch) crushed stone or No. 8 fractured face a The contractor shall bear the complete cost and supply all aggregate. equipment necessary to preform the test required. 7. All rock, boulders and stones 6- inches in diameter and larger encountered in trenches shall be removed. b. All test shall be conducted under the observation of the Department's Observer. Boulders or rocks are not to be used for trench backfill. It shall be the Contractor's resonsibility to schedule testing with the Observer. 8. In cases where material is deposited along open trenches, the material shall be placed so that no damage C. Certifications: The Contractor upon request shall furnish the will result to the work or adjacent property as a result of department with certified reports stating that inspection and rain or other surface wash. specified test have been made and that the results thereof comply with the applicable ANSI Specifications and these standards for each. (CONTINUED) 2• Infiltration /Exfiltration Test a. Once constructed, all sanitary sewers and manholes watertight and free from leakage. The rate of infiltration into the sanitary sewr system between anyy two adjacent manholes or the entric system shall not be in excess of 100 gallons per inch of pipe diameter per mile per day 00 gpd /in /mi). The Contractor shall be required to repair all visible leaks to satisfaction of the Department, even if the infiltration requirements are met. b. Any leakage found during the infiltration test shall be corrected by the Contractor at his expense. The method of repair shall be per the approval of the Department; however, grouting of the Joint or crack to repair the leakage shall not be permitted. If the defective potion of the sanitary sewer cannot be located, the Contractor shall remove and reconstruct as much of the work as is necessary to obtain a system that passes infiltration requirements. 3• Deflection Test a. All gravity sanitary sewers constructed of flexible pipe (PVC) shall be mandrel tested no sooner than thirty (30) days after installation. The deflection limit is 5% of the inside diameter of the pipe. Mandrel must be pulled through by hand with no mechanical device. Any failed section of pipe shall be reinstalled by the Contractor at no cost to the owner. 4. Low Presure Air Test (Gravity Sewer) a• All gravity sanitary sewers shall be tested for infiltration by means of a low pressure air test. A minimum of 5 p.s.i. must be maintained in the pipe for a period of no less than 5 minutes Z O U) W Baxter SET E7ig in, e e ring L.L. C. 410 North U.S, 31 Whitetand, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: loaxterset @hotmo.it.corl x z Q z a 0 a z Q z 0 w w a W W Job No.: Date: 07055 july 30. 2007 Drawn By: Checked By: Scale: caw tab CAD FILE: G:\07055\try2\sitespec.dwg N0, 19700309 �T E� /y 71111111111\ o§ DATE STAMP: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: C5* PARTIAL NORTH ELEVATION VIEW A SCALE: 1/8"= 1' -0" A1.1 SOUTH ELEVATION VIEW SCALE: 1/8"= 1' -0" tit 51MILAK 10 SF —1 z O U) W cc Baxter &,- SET Eng in, e e ring L.L.C. 410 North U.S. 31 Whitelond, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com EAST ELEVATION VIEW DESCRIPTION SCALE: 1/8 "= 1' -0" CODE MATERIAL 7//-] I� Q ADDITIONAL INFORMATION SOUTH ELEVATION VIEW SCALE: 1/8"= 1' -0" tit 51MILAK 10 SF —1 z O U) W cc Baxter &,- SET Eng in, e e ring L.L.C. 410 North U.S. 31 Whitelond, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com WEST ELEVATION VIEW SCALE: 1/8"= 1' -0" EXTERIOR FINISH SCHEDULE EAST ELEVATION VIEW DESCRIPTION SCALE: 1/8 "= 1' -0" CODE MATERIAL EP -1 EP -1 EP -1 I� Q ADDITIONAL INFORMATION SERIES COLOR DIMENSIONS 71, CF -1 CAP FLASHING BUILDING FACADE COLOR AND FINISH TO O F� 4 CO o i EXTERIOR BUILDING FACADE PITTSBURGH COLOR: 518 -7 10 11 CONTACT: PITTSBURGH PAINTS PAINT H PAINTS (PPG) WEST ELEVATION VIEW SCALE: 1/8"= 1' -0" EXTERIOR FINISH SCHEDULE DESCRIPTION CODE MATERIAL LOCATION MANUFACTURER ADDITIONAL INFORMATION SERIES COLOR DIMENSIONS CF -1 CAP FLASHING BUILDING FACADE COLOR AND FINISH TO MATCH MP -1 EP -1 EXTERIOR BUILDING FACADE PITTSBURGH COLOR: 518 -7 CONTACT: PITTSBURGH PAINTS PAINT (RETROFIT OPTION); PAINTS (PPG) BLACK MAGIC (800) 441 -9695 EXTERIOR DOORS, DOOR FRAMES, & BRICK MP -1 METAL PANEL ENTRY ALPOLIC COLOR: 3MM4BLX8 CONTACT: DAVID KEARNEY AT SYSTEM BLACK ALPOLIC (757) 382 -5724 SF -1 WINDOWS KAWNEER FINISH: CLEAR CONTACT: IVAN RUS AT KAWNEER OR ANODIZED ALUMINUM (440) 446 -0900 EQUAL 1" INSULATED GLASS SF -1 DOORS KAWNEER FINISH: CLEAR OR ANODIZED ALUMINUM CONTACT: IVAN RUS AT KAWNEER EQUAL (440) 446 -0900 DRAWING NOTES 10 ENTRY PORTAL SEE SHEET Q6 REMOVE EIFS, ADD FURRING, A2.1 FOR ADDITIONAL PLYWOOD AND METAL PANELS INFORMATION. REMOVE EIFS, ADD PLYWOOD Q2 EXISTING STOREFRONT TO Q AND METAL PANELS REMAIN Q SERVICE OVERHEAD DOOR TO Q REMOVE METAL SIDING AND BE SIMILAR TO SF -1 BRICK, INSTALL NEW BRICK Q4 REMOVE EIFS AND BRICK, AND PAINT. ADD FURRING, PLYWOOD AND METAL PANELS Q5 ALL EXTERIOR GRAPHICS SHALL BE BY THE OWNER. GENERAL NOTES A. ELEVATIONS NOT SHOWN SHALL RECEIVE SAME OR COMPLEMENTARY FINISHES TO MATERIALS SHOWN. B. SEE GRAPHICS PLAN (SHEET A4.1) FOR ALL INFORMATION CONCERNING THE EG -* SYMBOLS. Job No.: Date: 07055 july 2007 Drawn By: Checked By: I Scale: caw I tab I 1/8-= 1' -0" CAD FILE: G:\07055\try2\elev.dwg No. *= 1-* 197 00309 i IA `//Q/VAL ;`��� ��� /�I I I l ll\��\ DATE STAMPED: july 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 16' -3 5/8" WINDOW ELEVATION SCALE: 1/4' a 1' -0° N 4' -6" no O WINDOW ELEVATION SCALE: 1/4* = 1 * -0- 0 00 rnLL Iv nr1vC JILVr -M HIVUUILtU HAKUWAKL. 2, -9„ --a WINDOW ELEVATION SCALE: 1/4' = V -0' 4' -6" O WINDOW ELEVATION SCALE: 1/4" = 1' -0" 0 00 3/4 "x 15" LONG THRE ANCHOR BOLTS (LOCA1 SIZE, AND QUANTITY T( VERIFIED BY SIGN SUP 2' -4 "x 8" POURED C( PIER TO FINISH FLOOR ELEVATION (3) No.5 REINF. BARS No.' AT f a' —A" ENLARGED PORTAL FOUNDATION PLAN SCALE: 1/2 "= 1' -0" /) -d ff DETAIL "A" COLUMN FOOTING SCALE: 1/2"= 1' -0" BEAR IR LS 5' -6„ I�I I I ' l L rrT- IBI Ipl I41 lal Ipl Ipl Ipl PORTAL FOUNDATION PLAN SCALE: 1/4 "= 1' -0" z 0 U) W cc Baxter & S"ET Engineering L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com a' z Q tea' z E" a �o �a � z Q z Q zz za 0 �W �a Z q � W O x H O � O O Q Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \floordet.dwg \ \��111 I 111l1/ j� N o. :.19700309: �*1 STATE /iZ- /ONAL ���111I I y111� DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A2* WINDOW ELEVATION SCALE: 1/4* = 1 * -0- 0 00 rnLL Iv nr1vC JILVr -M HIVUUILtU HAKUWAKL. 2, -9„ --a WINDOW ELEVATION SCALE: 1/4' = V -0' 4' -6" O WINDOW ELEVATION SCALE: 1/4" = 1' -0" 0 00 3/4 "x 15" LONG THRE ANCHOR BOLTS (LOCA1 SIZE, AND QUANTITY T( VERIFIED BY SIGN SUP 2' -4 "x 8" POURED C( PIER TO FINISH FLOOR ELEVATION (3) No.5 REINF. BARS No.' AT f a' —A" ENLARGED PORTAL FOUNDATION PLAN SCALE: 1/2 "= 1' -0" /) -d ff DETAIL "A" COLUMN FOOTING SCALE: 1/2"= 1' -0" BEAR IR LS 5' -6„ I�I I I ' l L rrT- IBI Ipl I41 lal Ipl Ipl Ipl PORTAL FOUNDATION PLAN SCALE: 1/4 "= 1' -0" z 0 U) W cc Baxter & S"ET Engineering L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com a' z Q tea' z E" a �o �a � z Q z Q zz za 0 �W �a Z q � W O x H O � O O Q Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \floordet.dwg \ \��111 I 111l1/ j� N o. :.19700309: �*1 STATE /iZ- /ONAL ���111I I y111� DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A2* WINDOW ELEVATION SCALE: 1/4" = 1' -0" 0 00 3/4 "x 15" LONG THRE ANCHOR BOLTS (LOCA1 SIZE, AND QUANTITY T( VERIFIED BY SIGN SUP 2' -4 "x 8" POURED C( PIER TO FINISH FLOOR ELEVATION (3) No.5 REINF. BARS No.' AT f a' —A" ENLARGED PORTAL FOUNDATION PLAN SCALE: 1/2 "= 1' -0" /) -d ff DETAIL "A" COLUMN FOOTING SCALE: 1/2"= 1' -0" BEAR IR LS 5' -6„ I�I I I ' l L rrT- IBI Ipl I41 lal Ipl Ipl Ipl PORTAL FOUNDATION PLAN SCALE: 1/4 "= 1' -0" z 0 U) W cc Baxter & S"ET Engineering L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com a' z Q tea' z E" a �o �a � z Q z Q zz za 0 �W �a Z q � W O x H O � O O Q Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \floordet.dwg \ \��111 I 111l1/ j� N o. :.19700309: �*1 STATE /iZ- /ONAL ���111I I y111� DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A2* • IN N n � BOTIQUE ELEVATION �•z SCALE: 1/4" = t' -0" WC -3 WC -3 ST -1 SF -1 F -5 n OFFICE WALL ELEVATION A2.2 SCALE: 1/4" WC -3 I t � I I \ i 1 \ II — I I i� I I / I I � I I I L_ I I -- i i i' WC -2 0 / w / ` I- - - --� WC-2 / / \ IV ST -1 SF -1 F -5 n OFFICE WALL ELEVATION A2.2 SCALE: 1/4" WC -3 I t � I I \ i 1 \ II — I I i� I I / I I � I I I L_ I I -- ALL ELEVATION A2.2 SCALE: 1/4" WC -3 WC -2 i i i' WC -2 ALL ELEVATION A2.2 SCALE: 1/4" WC -3 WC -2 ST -1 ST -1 � HALL ELEVATION A22 SCALE: 1/4" = t' -0„ a n TYPICAL OFFICE ELEVATIONS I� I� I� I� I� 0 I 0 N N 0 00 LITERATURE Q RACK ELEVATION A2.Z SCALE: 1/4" = 1' -0" .• C a WC -2 FLOOR TO REMAIN 6 A A2.2 C D e WC -2 0 FUTURE RESTROOM ELEVATIONS AZ'2 SCALE: 1/4" = 1' -0" C WC -2 ICJ I' I� I� I I �I I I I I I I I I I I I I II W // \ 0 Cl- 1 \ QED IN v� TRACT V I \\ I \ q \ i INTERIOR FINISH SCHEDULE NOTE: FOR ALL INTERIOR FINISH INFORMATION SEE SHEET No.A2.3 WITH THE INTERIOR FINISH SHCEDULE. 8 I)RA vU WALL LLLVA I IUN A2.2 SCALE: 1/4" GENERAL NOTES A. FOR FURTHER INFORMATION REFER TO THE FINISH SCHEDULE ON SHEET A2.3. ALL FLOOR FINISHES SHOWN HAVE BEEN ESTABLISHED BASED UPON A GROUND UP PROTOTYPICAL STRUCTURE. EXISTING CONDITIONS MAY DICTATE ALTERNATE SOLUTIONS. B. REFER TO REFLECTED CEILING PLAN FOR INFORMATION ON CEILING FINISHES. C. REFER TO INTERIOR WALL FINISH INFORMATION AND FINISH SCHEDULE FOR INTERIOR WALL FINISHES (SHEET A2.3). D. PROVIDE THRESHOLD AT ALL EXTERIOR DOORS. E. SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. o DRAWING NOTES 1. GRAPHIC LOCATION, SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. 2. PLUMBING FIXTURE. 3. GRAB BAR. 4. MIRROR. 5. PLUMBING ACCESSORY. Z _O U) > W Baxter & SET Engine eying L.L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@boxterset.com H x / 0 / w / \ / / \ IV ST -1 ST -1 � HALL ELEVATION A22 SCALE: 1/4" = t' -0„ a n TYPICAL OFFICE ELEVATIONS I� I� I� I� I� 0 I 0 N N 0 00 LITERATURE Q RACK ELEVATION A2.Z SCALE: 1/4" = 1' -0" .• C a WC -2 FLOOR TO REMAIN 6 A A2.2 C D e WC -2 0 FUTURE RESTROOM ELEVATIONS AZ'2 SCALE: 1/4" = 1' -0" C WC -2 ICJ I' I� I� I I �I I I I I I I I I I I I I II W // \ 0 Cl- 1 \ QED IN v� TRACT V I \\ I \ q \ i INTERIOR FINISH SCHEDULE NOTE: FOR ALL INTERIOR FINISH INFORMATION SEE SHEET No.A2.3 WITH THE INTERIOR FINISH SHCEDULE. 8 I)RA vU WALL LLLVA I IUN A2.2 SCALE: 1/4" GENERAL NOTES A. FOR FURTHER INFORMATION REFER TO THE FINISH SCHEDULE ON SHEET A2.3. ALL FLOOR FINISHES SHOWN HAVE BEEN ESTABLISHED BASED UPON A GROUND UP PROTOTYPICAL STRUCTURE. EXISTING CONDITIONS MAY DICTATE ALTERNATE SOLUTIONS. B. REFER TO REFLECTED CEILING PLAN FOR INFORMATION ON CEILING FINISHES. C. REFER TO INTERIOR WALL FINISH INFORMATION AND FINISH SCHEDULE FOR INTERIOR WALL FINISHES (SHEET A2.3). D. PROVIDE THRESHOLD AT ALL EXTERIOR DOORS. E. SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. o DRAWING NOTES 1. GRAPHIC LOCATION, SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. 2. PLUMBING FIXTURE. 3. GRAB BAR. 4. MIRROR. 5. PLUMBING ACCESSORY. Z _O U) > W Baxter & SET Engine eying L.L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@boxterset.com H x a 0 a z Q z x F-1 W 0 w H z H Job No.: Date: 07055 july 30, 2007 Drawn By: Checked By: Scale: caw tab 1/8"= 1' -0" CAD FILE: G: \07055 \try2 \floorfinish 1.dwg �� � �LF' IOSTIN ;i5- No. - to 19700309:_ S TE �. L ��lll1l 111���� DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TRLE: z 11-� a 0 a z Q z x F-1 W 0 w H z H Job No.: Date: 07055 july 30, 2007 Drawn By: Checked By: Scale: caw tab 1/8"= 1' -0" CAD FILE: G: \07055 \try2 \floorfinish 1.dwg �� � �LF' IOSTIN ;i5- No. - to 19700309:_ S TE �. L ��lll1l 111���� DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TRLE: I U N N 0 O n c0. I >- C ~ C O co N'L -2 PT -1 n F�- C PT -1 7 1 7E, LE. M I d PT -1 WOMENS RESTROOM ELEVATIONS PT -1 PT -1 CT -1 M-ME MENEM MENEM NONE MMEMMIMMMMMEMMMIM 7 i= 71 RESTROOM NOTES FINAL COLOR OF RESTROOM PARTITIONS SHALL BE DETERMINED BY THE OWNER. ,a MENS RESTROOM ELEVATIONS A2.3 SCALE: 1/4" = 1' -0" TYPICAL FRONT GLASS WALL ELEVATION H WC-21 SCALE: 1/4" = 1' -0" „ BREAKROOM ELEVATIONS A2.3 SCALE: 1/4" = 1' -0" ==== ======N MEMMEMEMEMEN MMMMIMIMIMMI 0� IMM-20 .4 pot A M. om MEN 0 0 pw - 9! r t.1 - rim! 0 -OWEENIME1 BEEN RESTROOM NOTES FINAL COLOR OF RESTROOM PARTITIONS SHALL BE DETERMINED BY THE OWNER. ,a MENS RESTROOM ELEVATIONS A2.3 SCALE: 1/4" = 1' -0" TYPICAL FRONT GLASS WALL ELEVATION H WC-21 SCALE: 1/4" = 1' -0" „ BREAKROOM ELEVATIONS A2.3 SCALE: 1/4" = 1' -0" ==== ======N MEMMEMEMEMEN MMMMIMIMIMMI 0� IMM-20 .4 pot A M. om MEN 0 0 pw - 9! r t.1 - rim! 0 -OWEENIME1 BEEN 7=mvJ WC -3 ED ST -1 13 SHOWROOM ELEVATION �=El A2.3 SCALE: 1/4" = 1' -0" 14 TYPICAL BULKHEAD ELEVATION A2.3 SCALE: 1/4" = 1' -0" N O 14 W INTERIOR FINISH SCHEDULE CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION SERIES COLOR DIMENSIONS AC -1 ACOUSTICAL GENERAL ARMSTRONG CIRRUS COLOR: WH WHITE 24" x 24" CONTACT: BARRY BURNETT AT CEILING BEVELED TEGULAR x 3/4" THICK ARMSTRONG TILE #589 (877) 276 -7876 EXT. 8325 GRID: SUPRAFINE GRID COLOR: WH WHITE GRID: 9/16" W XL 9/16" EXPOSED TEE SYSTEM C -1 CARPET OFFICES DURKAN COMMERCIAL ROWE 981 WALL STREET 12' -0 "W CONTACT: VIOLET MILLS AT DURKAN COMMERCIAL (877) 235 -0453 EXT. 63085 C8 -1 COVE BASE OFFICES JOHNSONITE RUBBER 1/8" COLOR: 40 4 -1/4 "H CONTACT: MARK BISCHOFF AT JOHNSONITE BLACK (800) 899 -8916 EXT.784 CT -1 CERAMIC RESTROOM DALTILE SEMI -GLOSS COLOR: 6" x 6" CONTACT: JUNE SEARS AT DALTILE TILE ACCENT STRIPE Q012 MUSTARD x THICK (586) 770 -8759 GT -1 GROUT USE WITH PT -1 LATICRETE SPECTRALOCK 44 BRIGHT WHITE CONTACT: LATICRETE PRO GROUT (800) 243 -4788 GT -2 GROUT USE WITH LATICRETE SPECTRALOCK 45 RAVEN PT -2 & PT -3 PRO GROUT GT -3 GROUT USE WITH ST -1 LATICRETE SPECTRALOCK 22 MIDNIGHT BLACK PRO GROUT -1 PAINT SERVICE SHOP WALLS PITTSBURGH COLOR: 517 -7 CONTACT: PITTSBURGH PAINTS (DARK BASE ACCENT STRIPE PAINTS (PPG) LICORICE (800) 441 -9695 GRAY) 0" TO 8" AFF, CONTACT MANUFACTURER FOR PRIMER &PAINT SHOP DOOR FRAMES GRADE APPROPRIATE FOR SUBSTRATE TO WHICH THE PAINT IS BEING APPLIED. P -2 PAINT VICE SHOP WALLS PITTSBURGH COL 17 -5 (GRAY) " R WALLS PAINTS (PPG) NIX FOSSIL 8" TO 64- "AFF, SHOP DOORS SIDE ONLY) P -3 PAINT SERVICE SHOP WALLS PI RGH COLOR: 118 -7 (YELLOW) 11DDLE ACCEN R E Al ORANGE ICE 64-1/2" 72-1/2" FF (8" WID ) P -4 PAINT SERVICE SHOP WALLS PITTSBURGH COLOR: 542 -1 (WHITE) UPPER WALLS PAINTS (PPG) SNOWSTORM 72-1/2" TO NG; R DOOR FRAME P -5 PAINT SERVICE BAYS, WASH PITTSBURGH 97 -145 SERIIES COLOR: 51 (ALTE # 1 TO BAY, JANITOR'S PAINTS (PPG) POLYAMID EPDXY PHOENIX FOSSIL PT -2) CLOSET, TECH COATING RESTROOM, WORKROOM, PARTS, PL -1 PLASTIC LAMINATE FIXTURES PIONITE COLOR: SY913 FORSYTHIA CONTACT: THERESA SCHNEIDER AT PANOLAM INDUSTRIES (YELLOW) FINISH: SUEDE (937) 477 -7837 PL -2 PLASTIC LAMINATE FIXTURES, PIONITE COLOR: SW811 WHITE (WHITE) INTERIOR DOORS FINISH: SUEDE PL -3 PLASTIC LAMINATE FIXTURE TOEKICK PIONITE COLOR: SE101 BLACK (BLACK) FINISH: SUEDE cc PL -4 PLASTIC LAMINATE FIXTURES PIONITE COLOR: SG214 (SILVER) BANKERS GRAY FINISH: SUEDE PT -1 PORCELAIN TILE SHOWROOM FIELD TILE, GRANITI FIANDRE GEOLOGICA MARMI # ATL6860 12" x 12" CONTACT: ANN FEIERABEND AT GRANITI FIANDRE RESTROOM COLOR: TAXOS EXTRA x 3/8" THICK (913) 485 -3295 FLOOR &WALLS FINISH: HONED PORCELAIN TILE SERVICE BAYS, WASH GRANITI FIANDRE GEOTECNICA CORINDO # 031016 12" x BAY, JANI PARY COLOR: PAROS THIC CLOSET, FINISH: MATTE RESTRO �.■ ROOM, , T00 PT -3 PORCELAIN TILE SERVICE BA GRANITI FIANDRE GEOTECNICA GRA # G800 12" x 12" LANE LINES COLOR: ABSOLUTE x 3/8" THICK FINISH: MATTE PT -4 PORCELAIN TILE OFFICES GRANITI FI OGICA GRANITE # R200S6 12" x 12" (ALTERNATE TO C -1) COLOR: BLACK GALAXY x 3/8" THICK FINISH: HONED SC -1 SEALED CONCRETE SERVI r ,WASH BASF BUILDING SONNEBORN CLEAR CONTACT: BASF BUILDING SYSTEMS (ALTERNATE #2 TO AY, JANITOR'S SYSTEMS PT- CLOSET, TECH (800) 433 -9517 RESTROOM, WORKROOM, PARTS, TOOLS, LIBRARY ST -1 NATURAL STONE SHOWROOM BASE DALTILE NATURAL STONE # G771 4" x 12" CONTACT: JUNE SEARS AT DALTILE COLLECTION COLOR: ABSOLUT BLACK x 3/8" THICK (586) 770 -8759 FINISH: POLISHED NOTE: A PREMIUM NATURAL LOOK PENETRATING/ IMPREGNATING SEALER IS STRONGLY RECOMMENDED FOR NEWLY INSTALLED NATURAL STONE. REFER TO TS -1 TRANSITION TILE TO CARPET SCHLUTER RENO TK FINISH: ALUMINUM, 11/32" W, CONTACT: JAY WRAY AT SCHLUTER SYSTEMS STRIP AETK 100 SATIN ANODIZED 3/8 "H (800) 472 -4588 EXT. 112 NOTE: FLOORING CONTRACTOR TO VERIFY ALL FLOORING THICKNESSES WC -1 WALLCOVERING VEHICLE DISPLAY, GENON HERCULES BETA # 5423 CO C A YK A E ON OFFICES TYPE II CUSTOM COLOR: TO (248) 797 -1727 34 OZ /LY MATCH PMS 12350 WC -2 WALLCOVERING GENERAL GENON HERCULES BETA # 5349 TYPE it CUSTOM COLOR: 34 OZ /LY WHITE WC -3 WALLCOVERING ACCENT GENON HERCULES BETA # 6040 TYPE II CUSTOM COLOR: 34 OZ /LY BLACK P -5 PAINT EXISTING SECOND PITTSBURGH COLOR: 542 -1 CONTACT: PITTSBURGH PAINTS (WHITE) FLOOR HANDRAILS PAINTS (PPG) SNOWSTORM (800) 441 -9695 CONTACT MANUFACTURER FOR PRIMER &PAINT GRADE APPROPRIATE FOR SUBSTRATE TO WHICH THE PAINT IS BEING APPLIED. P -6, DRYFOG ALL EXISTING BAR JOISTS TO MATCH THE ABOVE PAINT COLOR (WHITE) GENERAL NOTES SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. Z v_J W Baxter �c SET Engineering L.L. baxterset.com z � �z x � z �a w � z o w Q � z z Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \flootrfinish2.dwg �` No. _• 19 700309 TE � / /M11111 DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER &SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A24.3 C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@ a 0� ST -1 13 SHOWROOM ELEVATION �=El A2.3 SCALE: 1/4" = 1' -0" 14 TYPICAL BULKHEAD ELEVATION A2.3 SCALE: 1/4" = 1' -0" N O 14 W INTERIOR FINISH SCHEDULE CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION SERIES COLOR DIMENSIONS AC -1 ACOUSTICAL GENERAL ARMSTRONG CIRRUS COLOR: WH WHITE 24" x 24" CONTACT: BARRY BURNETT AT CEILING BEVELED TEGULAR x 3/4" THICK ARMSTRONG TILE #589 (877) 276 -7876 EXT. 8325 GRID: SUPRAFINE GRID COLOR: WH WHITE GRID: 9/16" W XL 9/16" EXPOSED TEE SYSTEM C -1 CARPET OFFICES DURKAN COMMERCIAL ROWE 981 WALL STREET 12' -0 "W CONTACT: VIOLET MILLS AT DURKAN COMMERCIAL (877) 235 -0453 EXT. 63085 C8 -1 COVE BASE OFFICES JOHNSONITE RUBBER 1/8" COLOR: 40 4 -1/4 "H CONTACT: MARK BISCHOFF AT JOHNSONITE BLACK (800) 899 -8916 EXT.784 CT -1 CERAMIC RESTROOM DALTILE SEMI -GLOSS COLOR: 6" x 6" CONTACT: JUNE SEARS AT DALTILE TILE ACCENT STRIPE Q012 MUSTARD x THICK (586) 770 -8759 GT -1 GROUT USE WITH PT -1 LATICRETE SPECTRALOCK 44 BRIGHT WHITE CONTACT: LATICRETE PRO GROUT (800) 243 -4788 GT -2 GROUT USE WITH LATICRETE SPECTRALOCK 45 RAVEN PT -2 & PT -3 PRO GROUT GT -3 GROUT USE WITH ST -1 LATICRETE SPECTRALOCK 22 MIDNIGHT BLACK PRO GROUT -1 PAINT SERVICE SHOP WALLS PITTSBURGH COLOR: 517 -7 CONTACT: PITTSBURGH PAINTS (DARK BASE ACCENT STRIPE PAINTS (PPG) LICORICE (800) 441 -9695 GRAY) 0" TO 8" AFF, CONTACT MANUFACTURER FOR PRIMER &PAINT SHOP DOOR FRAMES GRADE APPROPRIATE FOR SUBSTRATE TO WHICH THE PAINT IS BEING APPLIED. P -2 PAINT VICE SHOP WALLS PITTSBURGH COL 17 -5 (GRAY) " R WALLS PAINTS (PPG) NIX FOSSIL 8" TO 64- "AFF, SHOP DOORS SIDE ONLY) P -3 PAINT SERVICE SHOP WALLS PI RGH COLOR: 118 -7 (YELLOW) 11DDLE ACCEN R E Al ORANGE ICE 64-1/2" 72-1/2" FF (8" WID ) P -4 PAINT SERVICE SHOP WALLS PITTSBURGH COLOR: 542 -1 (WHITE) UPPER WALLS PAINTS (PPG) SNOWSTORM 72-1/2" TO NG; R DOOR FRAME P -5 PAINT SERVICE BAYS, WASH PITTSBURGH 97 -145 SERIIES COLOR: 51 (ALTE # 1 TO BAY, JANITOR'S PAINTS (PPG) POLYAMID EPDXY PHOENIX FOSSIL PT -2) CLOSET, TECH COATING RESTROOM, WORKROOM, PARTS, PL -1 PLASTIC LAMINATE FIXTURES PIONITE COLOR: SY913 FORSYTHIA CONTACT: THERESA SCHNEIDER AT PANOLAM INDUSTRIES (YELLOW) FINISH: SUEDE (937) 477 -7837 PL -2 PLASTIC LAMINATE FIXTURES, PIONITE COLOR: SW811 WHITE (WHITE) INTERIOR DOORS FINISH: SUEDE PL -3 PLASTIC LAMINATE FIXTURE TOEKICK PIONITE COLOR: SE101 BLACK (BLACK) FINISH: SUEDE cc PL -4 PLASTIC LAMINATE FIXTURES PIONITE COLOR: SG214 (SILVER) BANKERS GRAY FINISH: SUEDE PT -1 PORCELAIN TILE SHOWROOM FIELD TILE, GRANITI FIANDRE GEOLOGICA MARMI # ATL6860 12" x 12" CONTACT: ANN FEIERABEND AT GRANITI FIANDRE RESTROOM COLOR: TAXOS EXTRA x 3/8" THICK (913) 485 -3295 FLOOR &WALLS FINISH: HONED PORCELAIN TILE SERVICE BAYS, WASH GRANITI FIANDRE GEOTECNICA CORINDO # 031016 12" x BAY, JANI PARY COLOR: PAROS THIC CLOSET, FINISH: MATTE RESTRO �.■ ROOM, , T00 PT -3 PORCELAIN TILE SERVICE BA GRANITI FIANDRE GEOTECNICA GRA # G800 12" x 12" LANE LINES COLOR: ABSOLUTE x 3/8" THICK FINISH: MATTE PT -4 PORCELAIN TILE OFFICES GRANITI FI OGICA GRANITE # R200S6 12" x 12" (ALTERNATE TO C -1) COLOR: BLACK GALAXY x 3/8" THICK FINISH: HONED SC -1 SEALED CONCRETE SERVI r ,WASH BASF BUILDING SONNEBORN CLEAR CONTACT: BASF BUILDING SYSTEMS (ALTERNATE #2 TO AY, JANITOR'S SYSTEMS PT- CLOSET, TECH (800) 433 -9517 RESTROOM, WORKROOM, PARTS, TOOLS, LIBRARY ST -1 NATURAL STONE SHOWROOM BASE DALTILE NATURAL STONE # G771 4" x 12" CONTACT: JUNE SEARS AT DALTILE COLLECTION COLOR: ABSOLUT BLACK x 3/8" THICK (586) 770 -8759 FINISH: POLISHED NOTE: A PREMIUM NATURAL LOOK PENETRATING/ IMPREGNATING SEALER IS STRONGLY RECOMMENDED FOR NEWLY INSTALLED NATURAL STONE. REFER TO TS -1 TRANSITION TILE TO CARPET SCHLUTER RENO TK FINISH: ALUMINUM, 11/32" W, CONTACT: JAY WRAY AT SCHLUTER SYSTEMS STRIP AETK 100 SATIN ANODIZED 3/8 "H (800) 472 -4588 EXT. 112 NOTE: FLOORING CONTRACTOR TO VERIFY ALL FLOORING THICKNESSES WC -1 WALLCOVERING VEHICLE DISPLAY, GENON HERCULES BETA # 5423 CO C A YK A E ON OFFICES TYPE II CUSTOM COLOR: TO (248) 797 -1727 34 OZ /LY MATCH PMS 12350 WC -2 WALLCOVERING GENERAL GENON HERCULES BETA # 5349 TYPE it CUSTOM COLOR: 34 OZ /LY WHITE WC -3 WALLCOVERING ACCENT GENON HERCULES BETA # 6040 TYPE II CUSTOM COLOR: 34 OZ /LY BLACK P -5 PAINT EXISTING SECOND PITTSBURGH COLOR: 542 -1 CONTACT: PITTSBURGH PAINTS (WHITE) FLOOR HANDRAILS PAINTS (PPG) SNOWSTORM (800) 441 -9695 CONTACT MANUFACTURER FOR PRIMER &PAINT GRADE APPROPRIATE FOR SUBSTRATE TO WHICH THE PAINT IS BEING APPLIED. P -6, DRYFOG ALL EXISTING BAR JOISTS TO MATCH THE ABOVE PAINT COLOR (WHITE) GENERAL NOTES SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. Z v_J W Baxter �c SET Engineering L.L. baxterset.com z � �z x � z �a w � z o w Q � z z Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \flootrfinish2.dwg �` No. _• 19 700309 TE � / /M11111 DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER &SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A24.3 C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@ GENERAL NOTES SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. Z v_J W Baxter �c SET Engineering L.L. baxterset.com z � �z x � z �a w � z o w Q � z z Job No.: Date: 07055 july 30,2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \flootrfinish2.dwg �` No. _• 19 700309 TE � / /M11111 DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER &SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A24.3 C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@ DATE STAMPED: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER &SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A24.3 C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@ FN-2 F -7 FN -2 9117 VARIES FN-1 f -2 0 j j FN -2---D 9 MANAGER AND F &I OFFICE INFO BAR SALES STATION FN -1 F -10 WORK ROOM FN -3 F -4 10IINC)F L_.11 III III III III III III III III III III III I i L_ III III III III III III III � U III V GENERAL MANAGER 1. I o . I 1 .o SHOWR00 1 I I amm I �z I o z �l N i O ttA i r, LL- _ O � "IN \ \\ U z III \ \ III \ CTI 13 o z \ III ° cI , LOUN=GE, III SALE' ' III i III � i III III III III III III III III III o VERY lu0 0 == =ate- -� == __ = =---- = = == - Q cn U) , I I) I� I� I� �I I� FURNITURE SCHEDULE z a z DESCRIPTION � CODE MATERIAL LOCATION MANUFACTURER ADDITIONAL INFORMATION SERIES COLOR DIMENSIONS FB -1 FABRIC LOUNGE PAUL ALMOST NAPPA COLOR: 54 "W CHAIR FN -3 BRAYTON ANA520 BLACK FN -1 TASK CHAIR RECEPTION, STtftWE THINK 465 SERIES 3D KNIT BACK: 5064 27 "W x FURNITURE TO BE SUPPLIED WITH FIXTURE /GRAPHIC SALES WORK CHAIR BLACK; SEAT FABRIC: 23 " -25 "D PACKAGE BY IDEAL IMAGE. REFER TO "SMART" NATIONAL CONSULTATION, 5F17 BLACK; FRAME, SEAT x ACCOUNT WHEN ORDERING. OFFICES SHELL, & BASE: 6205 - 1/8 "- 41 -3/4 "H BLACK; FIXED ARMS; SEAT HEIGHT: 5" PNEUMATIC SEAT- 16" - 21 " HEIGHT ADJUSTMENT; SOFT FN -2 CUSTOMER SALES STEELCASE MOVE 490 SERIES P LAST IGEA§4LEiS BACK: 21 "W x CHAIR CONSULTATION, CHAIR WITHOUT 6205 BLACK; 20-1/4"D OFFICES ARMS SEAT FABRIC: 5F17 BLACK; x 31 -1/2 "H FRAME FINISH: 0835 BLACK PAINT; SEAT HEIGHT: WITH SOFT GLIDES FOR 18-1/2" USE ON NON- CARPETED FN -3 LOUNGE LOUNGE METRO ALISO LOUNGE 831 UPHOL WQ§5M FB -1 34-1/2"W x 29"D CHAIR (STEELCASE) SERIES LOUNGE WITH (PAUL BRAYTON x 28-1/2"H UPHOLSTERED ANA520) BASE FINISH: PANELS 5182 MERCURY SEAT HEIGHT: 17 -3/4" FN -4 LATERAL RECEPTION STEELCASE UNIVERSAL LATERAL FILE COLOR: 4990 30 "W x 18 "D FILE 2- DRAWER, FLUSH FRONT CUSTOM WHITE PAINT; x 28 "H LOCK FINISH: 9201 POLISHED CHROME 1" STEEL TOP FN -5 BARSTOOL INFO BRAYTON ENEA CAFE POLYPROPYLENE 17 "W x 17 -3/4 "D CENTER INTERNATIONAL COUNTER STOOL SEAT & BACK: 400 x 38-1/4"H (STEELCASE) WITH BACK BLACK FRAME FINISH: SILV SEAT HEIGHT: SILVER METALLIC 25 -5/8" FN -6 LATERAL OFFICES STEELCASE UNIVERSAL LATERAL FILE COLOR: 7207 BLACK 36 "W x 18 "D FILE 2- DRAWER, FLUSH FRONT LOCK FINISH: 9201 x 28 "H POLISHED CHROME KEYS: SK PLUG 1" STEEL TOP FN -7 TASK STOOL LIBRARY, STEELCASE SURPRISE ARMLESS SEAT & BACK 25 "W x 25 "D PARTS STOOL UPHOLSTERY: x 37 -5/8" DESIGNTEX to YUCATAN, RAVEN 44 -7/8 "H FOOT RING: BLACK SEAT HEIGHT: „_ „ FN -8 FILE OFFICES STEELCASE UNIVERSAL STORAGE 2 BOX DRAWERS, 1 FILE 1 _ x PEDESTAL PEDESTAL DRAWER 17-1/2"D x FLUSH STEEL FRONT 27 "H SPECIAL WITH ACTORY- INSTALLED 1" TOP GENERAL SYMBOL NOTES SEE "DESIGN INTENT DOCUMENTS" BOOK (DATED: JUNE 2007) FOR ALL INFORMATION CONCERNING F -* SYMBOLS. \ Q \ �_ ED IN V / RACT IN z 0 _U) W fr Baxter &c SET Engineering L. L. C. 410 North U.S. 31 Whitelond, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@boxterset.com I ts a 0 a, z z Job No.: I Date: W E� z w 07055 1 july 302007 Drawn By: (Checked By: I Scale: caw tab 1 1/8 X= 1' -0" CAD FILE: G:\07055\try2\furniture.dwg \ \011111IR//// ..Ar B • % ���i No. 195 00309 DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: z a z � a Q � z � a a 0 a, z z Job No.: I Date: W E� z w 07055 1 july 302007 Drawn By: (Checked By: I Scale: caw tab 1 1/8 X= 1' -0" CAD FILE: G:\07055\try2\furniture.dwg \ \011111IR//// ..Ar B • % ���i No. 195 00309 DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: 00 �n d- EXISTING METAL ROOFING TO BE PAINTED (TYPICAL) ���� ri � I—, loo, i.._1 Ile i �i� iii i i ii ii Ile II I 1 fir— EXISTING BLOCK WALL 11 = I TO REMAIN I II I I III I I III 11 II u� INSTALL NEW 1" (INSULATED) WINDOWS (INC. FRAMES) CAULK METAL FLASHING NEW METAL FLASHING AND DRIP EDGE INSTALLED UNDER NEW WINDOW MULLION R -13 BAIT INSUL. WITH VAPOR BARRIER NEW 3 5/8" "(20ga.) METAL STUDS AT 16 C –C (TYPICAL) NEW 5/8" (TREATED) PLYWOOD — DUPONT TYVEK COMMERCIAL WRAP NEW METAL SIDING EXISTING BLOCK WALL TO REMAIN (1) LAYER OF 5/8" (FIRECODE TYPE "X ") DRYWALL DIRECTLY GLUED TO EXISTING BLOCK 2 "x 4" WOOD NAILER III III NEW METAL FLASHING AND I I DRIP EDGE III CAULK METAL FLASHING I I III III III EXISTING (LOWER) GLASS AND III N WINDOW MULLIONS TO REMAIN I co � ICI III III III III `1' r III III III III II I EXISTING FINISH CONCRETE WITH – – – NEWLY APPLIED FLOOR COVERING – r- ` I I � I I WALL SECTION SCALE: 1/2 "= 1' -0" ;1 A A5.1 EXISTING METAL ROOFING TO BE PAINTED (TYPICAL) i loll loll r i Ile i Ij (I II = I 111 I I III I I III 11 II INSTALL NEW 1" (INSULATED) 00 WINDOWS (INC. FRAMES) I �n CAULK METAL FLASHING NEW METAL (LASHING AND DRIP EDGE INSTALLED UNDER NEW WINDOW MULLION R -13 BATT INSUL. WITH VAPOR BARRIER NEW 3 5/8" (20ga.) METAL o STUDS AT 16" C –C (TYPICAL) NEW 5/8" (TREATED) PLYWOOD — 0 N DUPONT TYVEK COMMERCIAL WRAP NEW METAL SIDING I EXISTING SECOND FLOOR_ _ _ _ ° ---------------------- -IF -------IF-------�--- = � II II II I II II II EXISTING BLOCK WALL AI TO REMAIN III III NEW METAL FLASHING AND Ili LAY –IN ACOUSTICAL DRIP EDGE III TILE (8' -0" A.F.F.) CAULK METAL FLASHING I I II III III EXISTING (LOWER) GLASS AND II N WINDOW MULLIONS TO REMAIN III � III C) III II 00 III III �- ILIJI -� III III III III III III EXISTING FINISH CONCRETE WITH – – – NEWLY APPLIED FLOOR COVERING F ` I I I I WALL SECTION B SCALE: 1/2"= 1' -0" A2.1 A5.1 co I NEW 3 8" (20ga.) METAL KICKER STUDS A 48" C –C (TYPICAL) 3 "deep RACK WITH STUD CUT 1 1/2- HORT (TYPICAL) _ _ EXI TING SECOND FLOOR - - - -- -- - - - - -- NEW 3 8" (20 a.) METAL STUDS A 16" C C (TYPICAL) LAY –IN COUSTICAL TILE (8' 0" A.F.F.) METAL W NDOW FRAME — SYSTEM ITH STOREFRONT GLASS PICAL) EXISTING I FINISH CONCRETE WITH NEWLY APPLIED FLOOR COVERING 4" OF (1) LAYER OF 5/8" (FIRECODE TYPE "X ") DRYWALL (TYPICAL BOTH SIDES EXISTING FINISH CONCRETE WITH NEWLY APPLIED FLOOR COVERING WALL SECTION C SCALE: 1/2 "= 1' -0" A2.1 A5.1 I I IL JJI I Iw EXISTING SECOND FLOOR �_� W J 3 "deep TRACK WITHI STUD CUT it I I _ 1 1/2- HORT (TY ICAL) I I Y =�0 Ii m _d I� IW I r I LAY –IN ACOUSTICAL —� TILE (8'--0" A.F.F.) NEW 8" 3LOCK WALL WITH 8" SINGLE WIDTH (TRUSS TYPE) REINFORCING AT 16" C –C (Ty ICAL) NEW 3 5/8" (20ga.) METAL — STUDS AT 16" C –C. (INSTALL FINISH FACE OF STUD AT 4" AWAY FROM EXISTING BLOCK WALL) (1) LAYS OF 5/8" (FIRECODE TYPE "X" DRYWALL ON FACE OF METAL STUD EXISTING �FlNISH CONCRETE WITH NEWLY APPLIED FLOOR COVERING WALL SECTION D SCALE: 1/2"= 1' -0" A2.1 A5.1 • 3 "deep TRACK WITH STUD CUT 1 1/2- SHORT (TYPICAL) __ EXISTING SECOND FLOOR \ --- - - - -�� ----- - - -r-� - - - -- n LAY –IN 4COUSTICAL TILE (8' O" A.F.F.) NEW 3 8" (20ga.) METAL STUDS LJAK 16" C –C. WITH (1) IRON LO CKING BAR ( CAL) (1) LAYER OF 5/8" (FIRECODE- TYPE "X" ) DRYWALL (BOTHSIDE) TO UNDE SIDE OF SECOND FLOOR DECKING EXISTING FINISH CONCRETE WITH EXISTING FINISH CONCRETE NEWLY A PUED FLOOR COVERING FLOOR _0 NEW 3 5/8" (20ga.) MEAL — STUDS AT 16" C –C. WIT (1) LAYER OF 5/8" (FIR CODE TYPE "X ") DRYWALL ON FACEE OF METAL STUD co i co 0 AN WALL SECTION E SCALE: 1/2 "= 1' -0" A2.1 A5.1 NEW 2 "x 6" (OAK) PLATE WITH BULLNOSED ENDS EXISTING SECOND FLOOR --- - -___– �______ II � a�� L �= ' _�__- ______� ----- NEW 3 5/8 " (20ga) METAL STUD NAILER Air 16 C –C. LAY –IN ACOUSTICAL --� TILE (8' -0" A.F.F.) (1) LAYER OF 5/8" (FIRECODE TYPE "X ") DRYWALL WRAPPED AROUND BOTTOM OF STUD EXISTING FINISH CONCRETE WITH NEWLY APPLIED FLOOR COVERING WALL SECTION F SCALE: 1/2"= 1' -0" A2.1 I A5.1 z _0 CD W Baxter & SET Engineering L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: baxterset@hotmail.com z Q xz �o �a �z q z z 0 H w a a Job No.: Date: 07055 july 30, 2007 Drawn By: Checked By: Scale: CAW TAB 1/2m=11-010 CAD F1 LE: G:\07055\TRY2\WALLSEC1.DWG ,\\\ -\ _A...... i Ef ii *:.197003 9 T NDj4N. �\ AM L 0v �\\� �'8/ I I I11\���\ DATE STAMP: july 30,2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: EXISTING SECOND FLOOR re 11LAY -IN ACOUSTICAL TILE (8' -0" A.F.F.) NEW 6" (20ga.) METAL— STUDS AT 16" -C. WITH (1) BLACK IRON LOCKING BAR (TYPICAL) (1) LAYER OF /8" (FIRECODE TYPE "X -) DR ALL (BOTHSIDE) TO UNDERSIDE F SECOND FLOOR DECKING EXISTING FINISH CONCRETE __FLOOR ---- - - - - -- ------ - - - - -- ----------- -------------- - - - - -- WALL SECTION G SCALE: 1/2 "= 1' -0" A2.1 I A5.2 00 I N 0 I 00 ii'i EXISTING METAL ROOFING TO BE PAINTED (TYPICAL) � �� � �� �� �.1e �le �oe loll 11 � loo, le .11 oe Ile EXISTING BLOCK WALL 1 TO REMAIN III I I III I I II II I L INSTALL NEW 1" (INSULATED) WINDOWS (INC. FRAMES) CAULK METAL FLASHING NEW METAL FLASHING AND DRIP EDGE INSTALLED UNDER NEW WINDOW MULLION NEW 8" BLOCK WALL WITH 8" SINGLE WIDTH (TRUSS TYPE) REINFORCING AT 16" C -C (TYPICAL) NEW BRICK FACADE WITH- TIES AS REQUIRED (MATCH EXISTING ERIK 1YPE) i I I 1 EXISTING SECOND FLOOR ----------------- - - - - -- IL. ---- - - - - -- - - - - - - - Ir-1 III I EXISTING FINISH CONCRETE - -- FLOOR --------- - - - - -- _------------------- 1 I I 1 I � � I WALL SECTION H SCALE: 1/2"= 1' -0" A2.1 I A5.2 O 0 N co I Ln d- 0 U-) i i♦ i/ � #e EXISTING METAL ROOFING TO BE PAINTED (TYPICAL) � � ' �� �� �� �� � �� �� III � EXISTING BLOCK WALL TO REMAIN I II I I III I I II II I INSTALL NEW 1" (INSULATED) WINDOWS (INC. FRAMES) CAULK METAL FLASHING NEW METAL FLASHING AND DRIP EDGE INSTALLED UNDER NEW WINDOW MULLION NEW BRICK FACADE WITH- TIES AS REQUIRED (MATCH EXISTING ERIK TYPE) INSTALL NEW 1" (INSULATED) WINDOWS (INC. FRAMES) CAULK METAL FLASHING NEW METAL FLASHING AND DRIP EDGE INSTALLED UNDER NEW WINDOW MULLION NEW BRICK FACADE WITH- TIES AS REQUIRED MATCH 0 EXISTING BRIK TYPE i I I EXISTING SECOND FLOOR III I II� LAY -IN ACOUSTICAL TILE (8' -0" A.F.F.) EXISTING BLOCK WALL TO REMAIN (1) LAYER OF 5/8" (FIRECODE TYPE "X ") DRYWALL (FACE SIDE) NEW 7/8" (20ga.) METAL FURRI, STRIPS AT 16" C -C. - - - - - - - - - - - - - - - - - - I — I I WALL SECTION I SCALE: 1/2"= 1' -0" A2.1 I A5.2 1 3 "deep TRACK WITH STUD CUT 1 1/2" SHORT (TYPICAL) EXISTING BUILDING ROOF _ II II II II 11 II II II II II u II II II LAY -IN ACOUSTICAL TILE (9' 0" A.F.F.) NEW 3 5 8" (20ga.) METAL STUDS Al 16" C -C. WITH (1) BLA IRON LOCKING BAR (TY ICAL) (1) LAYER OF 5/8" (FIRECODE TYPE "X" ) DRYWALL (BOTHSIDE) TO UNDERSIDE OF SECOND FLOOR D CKING EXISTING FINISH CONCRETE - - - - - - - - - - - - - FLOOR ------ - - - - -- WALL SECTION J SCALE: 1/2"= 1' -0" A2.1 I A5.2 Z O vl W M Baxter & SET E, ng► in e e ving L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No, 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: baxterset@hotmodt.com Job No.: z Q z a 0 a z Q z Date: z 0 w 07055 july 30, 2007 Drawn By: Checked By: Scale: CAW TAB 1/2 "=is—ow CAD FI LE: G:\07055\TRY2\WALLSEC2.DWG No, 197003 9 '� WT DATE STAMP: July 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: A5,0 2 ':S-� X III III III III III III III III III III III III I I r - --- I I � I I � I I , I I , II — I I i� I I � I I � I I I I La L_ III III III III III III III III III III III III III III III III III la III III III III III pl III III c� WOR . t�'1 rr_________________ II II II I II I I I) I I II F-1. T I I II 6= INS I u I I 7 II I I I I ` I I ` I• I PHASE II ` NOT INCLUDED IN THIS CONTRACT ` 7" ( / \ 7 I I \ / IF I I / E —VAV ° FE AV ° E —VAV I X / I / I 7„ I 7„ ° PHASE 11 IZn ` 7' NOT INCLUDED IN 7" I I 7" I ( I THIS CONTRACT 0 Xx LLJ DidQ \ \ 7„ „ II u REMOV EX DUCT IIVV VYVCCY� \ LEGEND: ® 24 "sq. SUPPLY GRILLE SUPPLY AIR LINE — EXISTING DUCTWORK ® 75 cfm RESTROOM EXHAUST FAN (SUPPLIED AND INSTALLED BY E.C.) (VENTED THRU ROOF BY M.C.) O THERMOSTAT E —VAV EXISTING VAV UNIT VAV NEW VAV UNIT GENERAL NOTES 1. ALL MECHANICAL EQUIPMENT AND INSTALLAIONS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE UNIFORM MECHANICAL CODE AND ALL OTHER STATE AND LOCAL CODES. 2. ALL DUCTWORK TO BE INSULATED SHEET METAL W/ 1/2" INTERIOR INSULATION. GLUED AND SPOTTED AS PER SMACNA STANDARDS. 3. ALL BRANCH DUCTS TO BE FLEX DUCT, GARY STEEL NUMBER 429 OF EQUAL. 4. REFER TO REFLECTED CEILING FOR EXACT LOCATION OF SUPPLY AND RETURN AIR GRILLES. 5. ALL GAS PIPING TO BE BLACK IRON PIPE. 6. ALL RTU CONDENSATION DRAW LINES TO BE SCH. 40 PVC AND SHALL TERMINATE INTO ROOF GUTTER. 7. ALL GAS FEED LINES TO RTU'S SHALL BE INSTALLED ON THE UNDERSIDE OF ROOF DECK PRIOR TO CONNECTION. 8. ALL HEATING, VENTILATION AND AIR CONDITIONING THERMOSTATS SHALL BE EQUIPED WITH PLASTIC LOCK BOXES. z a' 0 �z a U) x W w z o[ H Baxter & SET Eng in e e ring L. L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@boxterset.com Job No.: I Date: 07055 july30, 2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \Mechanical.dwg NZ N o. 19700309: i N!QJl' � � -0 E � �N 11I I I111�� DATE STAMPED: july 302007 1 - THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: I�� ,1 a' �z a x w z H Job No.: I Date: 07055 july30, 2007 Drawn By: Checked By: Scale: caw tab 1/8 "= 1' -0" CAD FILE: G: \07055 \try2 \Mechanical.dwg NZ N o. 19700309: i N!QJl' � � -0 E � �N 11I I I111�� DATE STAMPED: july 302007 1 - THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: I�� ,1 1� II II I I II II I I I I II II / REMOVE & I I I ILE III El u ,. _ I -__ El A I III A A / I III I I I III i d III III III ' / III � II +G i G REMOVE & 1 \ \ REPLACE I L_ III III � ii G III � III ` III ` III \ III 1 III 1 III � III j III � III � III III III III III III III V A _ I� D%'`\ -1:0 �� PHASE 11 AL `�D (2 A NOT INCLUDED IN �\ t �! THIS CONTRACT — — tb A A ICD aD j q A I EXISTING / I — `� — _ \ LIGHT_ _ C i q —_i '` q � E E A ' `� A B J Irl � �\ B B B / -� f-- El / I A / D 1_------ ET, • � / PHASE 11 NOT INCLUDED IN e — \ THIS CONTRACT \N1\ [Al [Al C A An F. I A > \ C Dci*- 6'� a/ R Ll - --[� / G \ A </ FB ----------- ----------- -- __ � I LIGHT FIXTURE SCHEDULE LAMPS TYPE APPLICATION DESCRIPTION MOUNTING MFG WEB SERIES COLOR APPROX SIZE MTG HT. CAT NO QTY TYPE NOTES A GENERAL 2X2, RECESSED DIRECT/INDIRECI RECESSED FOCAL POINT WWW.FOCALPOINTLIGHTS.COM EQUATION 2X2 WHITE 24" x 24" CEILING FEQ 22 B 2BX40 S 120 G1 AL 2 F40 /30BX /SPX35 2 B GENERAL 2X2 RECESSED PARABOLIC RECESSED LIGHTOLIER WWW.LIGHTOLIER.COM DEEPCEL PLUS WHITE 24" x 24" CEILING DPA2G9LS26U 2 F32T8 /SPX35 /U /6 C GENERAL HIGH BAY SUSPEND EXISTING XXX EXISTING MH 1000 D VEHICLE ACCENT ADJUSTABLE RECESSED ARDEE WWW.ARDEELIGHTING.COM VARIANTI SILVER 4" DIA CEILING DL21 MS 1 50MR16 1 E WALL WASH RECESSED RECESSED FOCAL POINT WWW.FOCALPOINTLIGHTS.COM AVENUE A WHITE 4" X LENGTH PER PLAN CEILING FAVA NS 1 T5 1C 120 S G1 WH 1 FXW /T5/835 F DECORATIVE PENDANT —NOT USED SUSPEND NOT USED WWW•EUREKALIGHTING.COM NOT USED THROMT NOT USED 78" AFF 4162 NAH CHR 2401C CLR MR16 1 50MR16 G GENERAL HIGH BAY SUSPEND RELOCATED 18' —O "AFF RELOCATED FROM UNDER MEZZ. MH250 H GENERAL 2X4, RECESSED DIRECT /INDIREC RECESSED 2X4 WHITE 24" x 48' CEILING 2 GT8 43L Al2 GEB 1 NOTES: 1. INCLUDE 120/12 TRANSFORMER AS REQUIRED. 2• NL= NIGHT LIGHT, ALWAYS ON II 11 � LEGEND ITEM DESCRIPTION 2'x4' (4 TUBE) FLOURESCENT LAY —IN FIXTURE — FLAT LENSE 2 GT8 43L Al2 GEB Z 0 W cc Baxter & SET En,g in, e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@baxterset.com gi--4 EXIT LIGHT WITH BATTERY BACKUP # LQM SW 3R ( Job No.: I Date: ° EXIT /EMERGENCY LIGHT WITH BATTERY BACKUP # LHQM SW 3R EMERGENCY LIGHT WITH BATTERY BACKUP # ELM lie EXISTING EXIT /EMERGENCY LIGHT WITH BATTERY BACKUP ( EXISTING EXIT LIGHT WITH BATTERY BACKUP 07055 1 july 30, 2007 Drawn By: I Checked By: I Scale: caw 1 tab 1 1/8"= 1' -0" CAD FILE: G: \07055 \try2 \Ughting.dwg No. *o 19700309 cif STITE L ��III l I I I11�� DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: z z z � a 0 a E.. �z � a Q z gi--4 EXIT LIGHT WITH BATTERY BACKUP # LQM SW 3R ( Job No.: I Date: ° EXIT /EMERGENCY LIGHT WITH BATTERY BACKUP # LHQM SW 3R EMERGENCY LIGHT WITH BATTERY BACKUP # ELM lie EXISTING EXIT /EMERGENCY LIGHT WITH BATTERY BACKUP ( EXISTING EXIT LIGHT WITH BATTERY BACKUP 07055 1 july 30, 2007 Drawn By: I Checked By: I Scale: caw 1 tab 1 1/8"= 1' -0" CAD FILE: G: \07055 \try2 \Ughting.dwg No. *o 19700309 cif STITE L ��III l I I I11�� DATE STAMPED: july 30, 2007 THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: SECTION: 01000 GENERAL REQUIREMENTS: 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT FEES, TAP FEES, SPECIAL ASSESMENTS, CONNECTION COSTS, INCLUDING ALL LABOR AND MATERIALS TO CONNECT TO ALL UTILITIES. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION FEES AND TESTING COSTS FOR THE EARTHWORK AND CONCRETE WORK. 3. GENERAL CONTRACTOR TO NOTIFY THE OWNER IN WRITING. DURING THE BIDDING PROCESS, OF ANY DISCREPENCIES FOUND IN THE PLANS OR SPECIFICATIONS. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SOILS ON SITE AND DISPOSING AF ANY EXTRA DIRT, CURBING, CONCRETE, ASPHALT OR MISCELLANEOUS MATERIALS NECESSARY TO COMPLETE THE PROJECT AS PER PLANS. 5. TEMPORARY POWER, LIGHT AND HEAT TO BE PAID BY CONTRACTOR. 6. IF POOR SOIL CONDITIONS ARE ENCOUNTERED DURING EXCAVATION FOR FOOTINGS, THE REQUIRED EXCAVATION SHALL BE UNDERMINED AND BACKFILLED WITH COMPACTED #53 STONE TO A DEPTH SUITABLE TO OBTAIN A MINIMUM SOIL BEARING PRESSURE OF 3000 PSF AT THE COST OF THE OWNER. 7. TOTAL PROJECT SUPERVISION. 8. DAILY PROJECT CLEAN -UP AND DISPOSAL BY EACH SUBCONTRACTOR. 9. FINAL PROJECT CLEAN -UP. 10. ALL WALL PENETRATIONS SHALL BE SEALED BY TRADE MAKING PENETRATION IN COMPLIANCE WITH BUILDING CODES AND TO SATISFACTION OF OWNER. 11. ALL WORK SHALL BE WARRANTED FOR A ONE (1) YEAR PERIOD FROM THE POSSESSION DATE. 12. ANY FINAL PUNCH UST ITEMS SHALL BE TAKEN CARE OF WITHIN SEVENTY -TWO (72) HOURS. 13. ALL SUBS ARE TO REVIEW SPECIAL NOTES. 14. ALL SUBS ARE TO SUPPLY THEIR OWN STORAGE. 15. ALL WORK MUST COMPLY WITH ALL APPLICABLE GOVERNMENTAL AND /OR AGENCY REQUIREMENTS AND CODES INCLUDING, BUT NOT UMITED TO, U.B.C., BOCA, OSHA, NFPA, ADA, ETC. 16. A SCHEDULE OF THE WORK REQUIRED AND A TiME TABLE FOR THE COMPLETION OF ALL ITEMS SHALL BE PROVIDED TO THE OWNER BEFORE WORK COMMENCES. ALL WORK MUST BE COMPLETED IN A PROFESSIONAL, WORKMANLIKE, AND TiMELY MANNER. 17. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A NEATLY MARKED SET OF "AS BUILT" CONSTRUC11ON DOCUMENTS ALONG WITH A UST OF ALL SUBCONTRACTORS AND WARRANTIES WITHIN (30) DAYS OF COMPLETION OF CONSTRUCITON. 18. A VAUD CERTIFICATE OF OCCUPANCY SHALL BE PRESENTED TO THE OWNER PRIOR TO ACCEPTANCE OF COMPLETION OF GENERAL CONTRACTOR WORK. 19. THE PROJECT DRAWINGS AND SPECIFACATiONS ARE A SET AND ARE INTENDED TO COMPLEMENT EACHOTHER. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. 20. GENERAL CONTRACTOR TO PROVIDE A "TURN -KEY BUILDING PER PLANS AND SPECIFICATIONS. 21. SUBMITTALS: Work Submittals: The provisions of this section apply to required submittals related to units of work not to administrative submittals including payment requests, insurance certificates and progress reports. Special Project Warranties: 2 executed copies, plus conformed copies as required in maintenance manuals. 22. MAINTENANCE MANUALS: Two (2) bound copies. Record Drawings: Original maintained mark -up prints, plus two (2) photographic copies which may, at Contractor's option, be reduced to not less than half size (50% reduction of width and length). SECTION: 02000 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES 3.02 FILL: A. General: 1. Do not place fill until the subgrade has been examined by ENGINEER., 2. Place fill in even layers not exceeding 10 inches in depth and thoroughly compact as herein specified. 3. Do not place additional fill until compaction on a lift complies with specification requirements. 4. If an analysis of the soil being placed shows a marked difference from 1 location to another, the fill being placed shall not be made up of a mixture of these materials. 5. Handle each different type of material continuously so that field control of moisture and density may be based upon a known type of material. 6. Do not place fill following a heavy rain without first making certain on isolated test areas that compaction can be obtained with- out damage to the already compacted fill. B. Compaction: 1. Select compaction equipment to achieve the required compaction with- out damaging adjacent structures. 2. Suggested equipment selections: a. If soil is predominantly granular, use pneumatic tired or vibratory drum rollers loaded to not less than 325 pounds per rated inch of tire width. b. For clay fills, compact each layer with sheepsfoot rollers. Rollers shall have staggered rows of feet projecting not less than 7 inches from drum and shall be loaded to produce at least 200 pounds per square inch of tamping area in contact with the ground. c. Compact around structures with hand - operated vibrating compactors for granular soils and Barco rummer type compactors for clay soil C. Moisture: 1. Compact all fill with the moisture content as established by the 95% intercepts on the moisture density curves or the moisture content at the shrinkage limit, whichever is less. 2. If fill material is too wet, provide and operate approved means to assist the drying of the fill until suitable for compaction. 3. If fill material is too dry, provide and operate approved means to add moisture to the fill layers. 3.03 STRUCTURE BACKFILL: A. General: 1. Remove debris from excavations before backfilling. 2. Do not backfill against foundation walls until: a. Approved by ENGINEER b. All indicated perimeter insulation is in place. 3. Protect insulation during filling operations. 4. Wherever possible, backfilling shall be simultaneous on both sides of walls to equalize lateral pressure. 5. Do not backfill on only 1 side of vertically spanning walls unless walls are adequately shored or permanent construction is in place to furnish lateral support on both top and bottom of wall. 6. Place all backfill in layers not exceeding 10- inches in depth. 7. Do not place backfill on frozen subgrade. 3.04 EXCESS WATER CONTROL:- A. Regulations and permits: 1. Obtain all necessary soil erosion control permits. B. Unfavorable weather: 1. Do not place, spread, or roll any fill material during unfavorable weather conditions. 2. Do not resume operations until moisture content and fill density are satisfactory to ENGINEER. C. Pumping and drainage: 1. Provide, maintain, and use at all times during construction adequate means and devices to promptly remove and dispose of all water from every source entering the excavations or other parts of the Work. 2. Dewater by means which will ensure dry excavations, pressure final lines and grades, and do not disturb or displace adjacent soil. Use wells, portable pumps, temporary underdrains or other methods as is necessary. 3. Perform pumping and drainage: a. In such a manner to cause no damage to property or structures and without interference with the rights of the public, owners of private property, pedestrians, vehicular traffic, or the work of other contractors. b. In accordance with all pertinent laws, rules, ordinances and regulations. 4. Do not overload or obstruct existing drainage facilities. 5. Provide berms or channels to prevent flooding of subgrade. Promptly remove all water collected in depression. 3.05 DISPOSAL OF EXCESS EXCAVATED MATERIAL A. General: 1. Remove and properly dispose of all excavated material not needed to complete filling and backfilling. 2. Dispose of excess excavated material at a location off the Site. (Unless otherwise specified) 3. Disposal of materials shall not violate laws, rules, regulations and the like regarding the filling of flood plains, wet lands and other environmentally sensitive areas. 4. Provide adequate controls to maintain disposal sites in a neat and safe condition by periodic leveling of material, the control of erosion and such other practices as are necessary. 3.06 CLEANUP: A. Upon completion of the work of this Section, remove all rubbish, trash, and debris resulting form construction operations. Remove surplus equipment and tools. Leave the Site in a neat and orderly condition acceptable to ENGINEER, and in conformance with Section 01562 - Cleaning. SECTION: 03000 1.01 REFERENCES: CONCRETE REQUIREMENTS: A. Except as herein specified or as indicated on the Drawings, the work of 1. All concrete work is outlined in the accompanying amplified specifications. Welding: Welding shall be done by the shielded arc method in accordance with the Standard Code for Arc and Gas Welding in Building Construction, American Welding Society, latest edition. Painting: All steel, except that which will be encased in concrete, shall be given a prime coat of rust inhibitive paint before delivery to the job. Other Materials: All materials not specifically described, but required for complete and proper installation shall be new and of the best quality. GUTTERS, DOWNSPOUTS AND PARAPET CAPS 1. PARAPET CAP AND TOWER ROOF METAL TO BE 24 GAUGE METAL WITH KYNAR 500 FINISH 2. INSTALL CANOPY SYSTEM PER PLANS. 3. ALL GUTTERS TO BE 6" METAL GUTTERS. 4. ALL DOWNSPOUTS TO BE 4 "x 5" METAL DOWNSPOUTS. SECTION: 07000 ROOFING SYSTEM REQUIREMENTS: 1. THE FLAT ROOF SHALL BE A DURALAST ROOF SYSTEM INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. WITH 2" ISO BD. INSULATION 2. METAL ROOF AND TRUSS TO BE 24 GAGE SECTION: 08000 STORE FRONT REQUIREMENTS: A. ALUMINUM DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Aluminum exterior doors with hardware except lock cylinders and where noted to be by Section 08700 - Hardware. b. Aluminum frames for exterior doors, including preparation for door hardware. B. Related Sections: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 08700 - Hardware. c. Section 08800 - Glazing. 1.02 REFERENCES: A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. AAMA - Architectural Aluminum Manufacturer's Association: a. 605.2 - Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels. 2. NAAMM - National Association of Architectural Metal Manufacturers a. Entrance Manual. 1.03 SUBMITTALS: A. Submit in accordance with Section 01 _°_`O - Submittals. B. Shop Drawings: 1. Submit for aluminum doors and frames. 2. Required information: a. Dimensions. b. Details of fabrication and installation. C. Manufacturers literature: 1. Submit for aluminum doors and frames. 2. Submit Manufacturers installation instructions. 1.04 QUALITY ASSURANCE: A. Qualifications: 1. Fabrication and installation personnel: a. Trained and experienced in the fabrication and installation of the materials and equipment. b. Knowledgeable of the design and the reviewed Shop Drawings. 1.05 DELIVERY, STORAGE AND HANDLING: A. Receiving and storage: 1. All materials shall be delivered in original, unbroken, brand marked containers or wrapping as applicable. 2. Handle and store materials: a. In a manner which will prevent: 1 Deterioration or damage. 2 Contamination with foreign matter. 3 Damage by weather or elements. PART 3 - EXECUTION 3.01 INSTALLATION: A. General: 1. Installation shall be in accordance with Manufaturer s and glass Manufacturers printed instructions. 2. Install frames plumb and true. 3. Join frames rigidly, securely anchored to adjacent construction. B. Door glass: 1. Install door glass in accordance with Section 08800 - Glazing. 3.02 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean all installed materials and equipment and related areas in accordance with Section 01562 - Cleaning. SECTION: 09000 FINISHES REQUIREMENTS: A. GYPSUM BOARD SYSTEM B. Rejected material and replacements: 1. Reject damaged, deteriorated or contaminated material and immediately remove from the site. 2. Replace rejected materials with new materials at no additional cost to OWNER. 1.06 WARRANTY: A. Requirements: 1. Furnish 2 copies of written warranty signed by Manufacturer, Installer and CONTRACTOR. 2. Agreeing to replace doors and frames which fail in materials or workmanship within 3 years of Substantial Completion. 3. Failures include, but are not necessarily limited to failures in operation of doors or hardware, excessive leakage or air infiltration, excessive deflections, delamination of panels, excessive deterioration of finish or metal, and defects in accessories, weatherstripping, and other components of the work. PART 2 - PRODUCTS 2.01 MANUFACTURED UNITS: A. Aluminum frame doors: 1. Manufacturers and type: a. Kawneer Medium Stile door as manufatured by Kawneer Company,lnc 555 Guthridge Court, Norcross, Georgia 30092, 1 -404- 449 -5555. b. Tubelite Medium Stile as manufactured by Tubelite Indal Architectural Systems (616) 832 -2211. 2. Material: a. Door sections shall be extruded aluminum 6063 -T5 alloy with wall thickness of 0.125 -inch nominal. b. Moldings, trim, and stops shall be 0.050 -inch nominal thickness. c. Weatherstripping shall be silicon treated plastic pile. 3. Construction: a. Doors shall have mortised and reinforced comers, with 3/8 -inch steel tension rod. b. Fastenings shall be stainless steel or carbon steel cadmium plated. c. With 6 -inch high top rail. 4. Finish: a. Dark Bronze anodized aluminum. b. Free of scratches and blemishes. 5. Glazing preparation: a. Extruded aluminum snap -in glazing stops. b. Arranged for 1/4 -inch thick tempered and 1 -inch thick insulating glass. PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of gypsum board and metal support system construction as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. B. Related Sections: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 06100 - Rough Carpentry . c. Section 07210 - Insulation. d. Section 07900 - Joint Sealants. 1.02 REFERENCES: A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. ASTM Standard Specifications: a. A 525 - General Requirements for Sheet Steel, Zinc - coated (galvanized) by the Hot -Dip Process. b. A 641 - Zinc - coated (Galvanized) Carbon Steel Wire. c. A 792 - Steel Sheet, Aluminum -Zinc Alloy Coated by the Hot -Dip Process. d. C 36 - Gypsum Wallboard. e. C 79 - Gypsum Sheathing Board. f. C 475 - Joint Treatment Materials for Gypsum Wallboard Constructions. g. C 645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsum Board h. C 840 - Application and Finishing of Gypsum Board. 2. ASTM Test Methods: a. E 96 - Water Vapor Transmission of Materials. b. E 119 - Fire Tests of Building Construction and Materials. 3. Uniform Building Code. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Product data: 1. Submit for each gypsum board system component. 2. Submit Manufacturer's product specifications and installation instructions, including other data as may be required to show compliance with these Specifications. 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver materials in original packages, containers or bundles bearing brand name and identification of Manufacturer of Supplier. 1.05 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean and remove stains from all installation materials, and related areas in accordance with Section 01562 - Cleaning. B. ACOUSTICAL TREATMENT PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Acoustical ceiling panels. b. Exposed suspension system. 1.02 DESIGN AND PERFORMANCE REQUIREMENTS: A. Codes and standards: 1. Acoustical materials shall be in accordance with the technical data listed in the current bulletin Performance Date, published by the Acoustical & Insulating Materials Association. 2. Acoustical material shall be Flame Spread Class 25 or less complying with Federal Specification SS- S -118A. 3. Suspension system shall comply with ASTM C 635 and ASTM C 636 intermediate duty. 4. All material shall have a Class I flame spread rating complying with ASTM E 84 tunnel test method and carry corresponding UL label. 5. Size attachment devices for hangers for acoustical panels for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. 6. Fire rated ceilings and suspended grid systems shall meet the requirements of Underwriters Laboratory (UL) Design Number P225, including enclosures around all light fixtures. 7. Install to meet the requirements of ASTM E 580. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Manufacturer's literature: 1. Submit for ceiling tile and suspension system. 2. Illustrating Products and installation requirements. 1.04 SEQUENCING AND SCHEDULING: A. Do not install acoustical ceiling system until all work is completed above the ceiling. B. Coordinate layout and installation of ceiling panel system with other work supported by or penetrating through ceiling. 1.04 INSTALLATION: A. Ceiling systems: 1. Install all ceiling the and suspension system in strict accordance with ASTM C 636, the Manufacturer's recommendations and the recommendations of the Acoustical & Insulating Materials Association. Use a laser instrument to ensure that ceiling is level 2. Hanger wires shall be spaced not over 4'0" on center and shall be attached to the structure above. Support each corner of each light fixture. 3. Suspension system shall be at the heights shown for the various areas and be level throughout. 4. When completely installed, the grid systems shall be rigid against a side sway. 5. Primary furring member shall be no greater than 4'0" on center. 6. Secondary members shall be installed in accordance with the spacing and other requirements of the systems of which they are a part. 7. In connection with all systems, extra members shall be used to accommodate all ceiling openings required for the work of others. 8. Install edgemold at intersection of suspended ceiling and vertical surfaces. 9. All outside corners shall have corner caps. 10. Coordinate the installation of the ceiling with the installation of lights, ductwork, grilles, etc. 11. Panels shall be laid out symmetrically with the room axis with units of the some size at opposite walls of area, layout shall permit largest border units possible. 12. Notch hemmed edges of tee bar at intersections of crosstees. 13. Suspend system from structural steel or steel joists. Support from metal deck is not permitted. 14. Center ceiling registers and light fixtures on 1 panel or corner meeting point of 4 panels. 15. Center surface mounted light fixtures on row or joint. 16. Install fire rated ceiling in accordance with UL Design No. P225 including holddown clips and enclosures over all light fixtures and diffusers as indicated on Drawings. 17. Installation shall be as required to meet the requirements of the applicable Uniform Building Code Siesmic Zone. 1.05 CLEANING: A. Prior to acceptance of the work of this Section, thoroughly clean all installed materials and related areas in accordance with Section 01562 Cleaning. PART 1 - GENERAL 1.01 QUALITY ASSURANCE: A. General: 1. All work may be inspected as to proper surface preparation, pretreatment, priming, dry film thickness, curing, color and workmanship. Applicable standards, test methods and inspection equipment includes: a. SSPC -VIS -1 photographic blast cleaning standards (latest revision) b. Inspector's wet film and dry film thickness gages. C. Zorelco 369 /PHD pin hole detector. d. Mark II Tooke Gage. 1.02 PROJECT CONDITIONS: A. Environmental requirements: 1. Comply with Manufacturer's recommendations regarding environmental conditions under which coatings may be applied: 2. Environmental conditions which affect coating application include, but are not necessarily limited to: ambient air temperature, surface temperature, humidity, dew point and environmental cleanliness. 3. Do not expose epoxies during application and cure to sunlight and heaters that emit carbon dioxide and carbon monoxide. 4. CONTRACTOR shall demonstrate acceptability of environmental conditions as required by ARCHITECT. 1.03 MAINTENANCE: A. Leave with OWNER 3% minimum extra quantity (at least one gallon) of each type and color of paint used for finish coats and one gallon of each type of thinner required. Containers shall be tightly sealed and clearly labeled. PART 2 - CONCRETE 2.01 CONCRETE BLOCK (STANDARD OR SPLIT FACE): A. Apply Coat 896 Acrylic Block Filler at a spread rate of 70 -100 sq.ft. Per gallon; Depending on type of Block. All pours and voids must be filled. B. Finish Coat (Acrylic Exterior Paint) Either. 1. 1 or 2 coats of Porter 519 series acrylic ext. paint or equal or, 2. 1 or 2 coats of Porter 929 series acrylic ext. paint or equal. C. Finish Coat (Elastomeric) Either. 1. 1 Coat of Porter 6000 Porterflex at approx. 80 -100 sq.ft. per gallon or equal or, 2. 2 Coats of Porter 6000 Porterflex or equal The final result must be a void free- pinhole free paint film. D. If Accent stripe is to be used, aptly 1 coat of Porter 514 flat or 614 gloss or equal acrylic in accent color over the materials used on the body of the building. PART 3 - POURED OR PRECAST CONCRETE A. Apply 1 Coat of Porter 898 Pigmented Bonding Primer or equal used according to Product data sheet with 5143 HD thinner or equal. B. Finish Coats will be same as listed for block (above). PART 4 - BARE METAL (DOORS, PIPES, OR ELECTRICAL BOXES) A. Remove any loose rust. B. Prime with Porter- interlac 290 metal primer or equal. C. Apply 1 coat of Porter 619 series Gloss Acrylic Ext. or equal. PART 5 - PREPRIMED METAL A. Apply 1 coat of Porter 619 series Acrylic Gloss Enamel or equal. PART 6 - BARE GALVANIZE A. Wipe with thinner to remove any oils. B. Etch with Galvaprep, rinse and let dry. C. Prime with Porter 215 Rust screen or equal. D. Apply 1OR2 coat Porter 519 series flat or 619 series Gloss Acrylic or equal. NOTES ARE CONTINUED ON SHEET SP -2 Z _0 W cc Baxter & SET Eng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info @baxterset.com Section shall comply with the following: 1. ASTM Standards: a. D 1557 - Test Methods for Moisture - Density Relations of Soils and Soil Aggregate Mixtures using 10 lb. Rammer and 18 -inch Drop SECTION: 04000 MASONRY REQUIREMENTS: 1.02 QUALITY ASSURANCE A. Compaction: 1. All masonry work is outlined in the accompanying amplified specifications. 1. Density shall be determined by using the modified Proctor method, ASTM D 1557. SPECIAL REQUIREMENTS: 2. Compact fill and backfill to at least 959 maximum density. � 3. The first 12- inches of subgrade below all structures, fill and 1. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR SETTING VERTICAL REBAR backfill on the Site: IN FOOTERS AT PROPER LOCATIONS. WORK TO BE COORDINATED WITH a. Shall be tested for density. FOOTER CONTRACTOR. b. Compact to at least 95% maximum density if the existing density a is below 95 %. 2. MASONRY CONTRACTOR WiLL BE RESPONSIBLE TO FURNISH BRACING 1.03 PROJECT CONDITIONS: MATERIAL AND BRACE ALL BLOCK WALLS DURING CONSTRUCTION. A. Existing structures and utilities: 3. MASONRY CONTRACTOR TO INSTALL ALL STEEL WALK DOOR FRAMES. 1. Locate all existing underground utilities prior to starting excavation. 2. Where service lines or structures are encountered which are in 4. THE TOPS OF ALL MASONRY WALLS TO BE COVERED (AT THE END OF EACH active use: WORK DAY) TO PREVENT ANY MOISTURE FROM ENTERING THE WALL SYSTEM. a. Provide adequate protection for them. b. Be responsible for damages to such utilities. 3. Provide stand -by utility service if temporary removal is necessary SECTION: 05000 for a period exceeding 2 hours. 4. Where utility service connections to occupied buildings must be METAL FABRICA110NS• temporarily disconnected, give 8 hours notice to the affected occupants of the time and duration of the anticipated shut off. SCOPE 5. Raise, lower, or move underground utilities or structures which interfere with the line or structure being constructed as part of Furnish all labor, material, tools, and equipment necessary to this Work. complete all steel, and iron work shown on the drawings and herein specified. PART 3 - EXECUTION GENERAL 3.01 EXCAVATION Design fabrication shall comply with the recommendations of the A. Rock excavation: American Institute of Steel Construction, latest edition. 1. Notify ENGINEER prior to removal if rock is encountered. 2. Where rock is encountered within the excavation, expose the surface STRUCTURAL STEEL of the rock sufficient to permit adequate measurements to be taken before the rock excavation is started. Material: Structural steel shall conform to ASTM Serial B. Frost protection: Protect bottoms of excavations from frost. Designation A -36. Erection: All work shall be executed by experienced craftsman in accordance with the best practice in iron and steel work. Welding: Welding shall be done by the shielded arc method in accordance with the Standard Code for Arc and Gas Welding in Building Construction, American Welding Society, latest edition. Painting: All steel, except that which will be encased in concrete, shall be given a prime coat of rust inhibitive paint before delivery to the job. Other Materials: All materials not specifically described, but required for complete and proper installation shall be new and of the best quality. GUTTERS, DOWNSPOUTS AND PARAPET CAPS 1. PARAPET CAP AND TOWER ROOF METAL TO BE 24 GAUGE METAL WITH KYNAR 500 FINISH 2. INSTALL CANOPY SYSTEM PER PLANS. 3. ALL GUTTERS TO BE 6" METAL GUTTERS. 4. ALL DOWNSPOUTS TO BE 4 "x 5" METAL DOWNSPOUTS. SECTION: 07000 ROOFING SYSTEM REQUIREMENTS: 1. THE FLAT ROOF SHALL BE A DURALAST ROOF SYSTEM INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. WITH 2" ISO BD. INSULATION 2. METAL ROOF AND TRUSS TO BE 24 GAGE SECTION: 08000 STORE FRONT REQUIREMENTS: A. ALUMINUM DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Aluminum exterior doors with hardware except lock cylinders and where noted to be by Section 08700 - Hardware. b. Aluminum frames for exterior doors, including preparation for door hardware. B. Related Sections: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 08700 - Hardware. c. Section 08800 - Glazing. 1.02 REFERENCES: A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. AAMA - Architectural Aluminum Manufacturer's Association: a. 605.2 - Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels. 2. NAAMM - National Association of Architectural Metal Manufacturers a. Entrance Manual. 1.03 SUBMITTALS: A. Submit in accordance with Section 01 _°_`O - Submittals. B. Shop Drawings: 1. Submit for aluminum doors and frames. 2. Required information: a. Dimensions. b. Details of fabrication and installation. C. Manufacturers literature: 1. Submit for aluminum doors and frames. 2. Submit Manufacturers installation instructions. 1.04 QUALITY ASSURANCE: A. Qualifications: 1. Fabrication and installation personnel: a. Trained and experienced in the fabrication and installation of the materials and equipment. b. Knowledgeable of the design and the reviewed Shop Drawings. 1.05 DELIVERY, STORAGE AND HANDLING: A. Receiving and storage: 1. All materials shall be delivered in original, unbroken, brand marked containers or wrapping as applicable. 2. Handle and store materials: a. In a manner which will prevent: 1 Deterioration or damage. 2 Contamination with foreign matter. 3 Damage by weather or elements. PART 3 - EXECUTION 3.01 INSTALLATION: A. General: 1. Installation shall be in accordance with Manufaturer s and glass Manufacturers printed instructions. 2. Install frames plumb and true. 3. Join frames rigidly, securely anchored to adjacent construction. B. Door glass: 1. Install door glass in accordance with Section 08800 - Glazing. 3.02 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean all installed materials and equipment and related areas in accordance with Section 01562 - Cleaning. SECTION: 09000 FINISHES REQUIREMENTS: A. GYPSUM BOARD SYSTEM B. Rejected material and replacements: 1. Reject damaged, deteriorated or contaminated material and immediately remove from the site. 2. Replace rejected materials with new materials at no additional cost to OWNER. 1.06 WARRANTY: A. Requirements: 1. Furnish 2 copies of written warranty signed by Manufacturer, Installer and CONTRACTOR. 2. Agreeing to replace doors and frames which fail in materials or workmanship within 3 years of Substantial Completion. 3. Failures include, but are not necessarily limited to failures in operation of doors or hardware, excessive leakage or air infiltration, excessive deflections, delamination of panels, excessive deterioration of finish or metal, and defects in accessories, weatherstripping, and other components of the work. PART 2 - PRODUCTS 2.01 MANUFACTURED UNITS: A. Aluminum frame doors: 1. Manufacturers and type: a. Kawneer Medium Stile door as manufatured by Kawneer Company,lnc 555 Guthridge Court, Norcross, Georgia 30092, 1 -404- 449 -5555. b. Tubelite Medium Stile as manufactured by Tubelite Indal Architectural Systems (616) 832 -2211. 2. Material: a. Door sections shall be extruded aluminum 6063 -T5 alloy with wall thickness of 0.125 -inch nominal. b. Moldings, trim, and stops shall be 0.050 -inch nominal thickness. c. Weatherstripping shall be silicon treated plastic pile. 3. Construction: a. Doors shall have mortised and reinforced comers, with 3/8 -inch steel tension rod. b. Fastenings shall be stainless steel or carbon steel cadmium plated. c. With 6 -inch high top rail. 4. Finish: a. Dark Bronze anodized aluminum. b. Free of scratches and blemishes. 5. Glazing preparation: a. Extruded aluminum snap -in glazing stops. b. Arranged for 1/4 -inch thick tempered and 1 -inch thick insulating glass. PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of gypsum board and metal support system construction as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. B. Related Sections: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. b. Section 06100 - Rough Carpentry . c. Section 07210 - Insulation. d. Section 07900 - Joint Sealants. 1.02 REFERENCES: A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following: 1. ASTM Standard Specifications: a. A 525 - General Requirements for Sheet Steel, Zinc - coated (galvanized) by the Hot -Dip Process. b. A 641 - Zinc - coated (Galvanized) Carbon Steel Wire. c. A 792 - Steel Sheet, Aluminum -Zinc Alloy Coated by the Hot -Dip Process. d. C 36 - Gypsum Wallboard. e. C 79 - Gypsum Sheathing Board. f. C 475 - Joint Treatment Materials for Gypsum Wallboard Constructions. g. C 645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsum Board h. C 840 - Application and Finishing of Gypsum Board. 2. ASTM Test Methods: a. E 96 - Water Vapor Transmission of Materials. b. E 119 - Fire Tests of Building Construction and Materials. 3. Uniform Building Code. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Product data: 1. Submit for each gypsum board system component. 2. Submit Manufacturer's product specifications and installation instructions, including other data as may be required to show compliance with these Specifications. 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver materials in original packages, containers or bundles bearing brand name and identification of Manufacturer of Supplier. 1.05 CLEANING: A. Prior to acceptance of the work of the Section, thoroughly clean and remove stains from all installation materials, and related areas in accordance with Section 01562 - Cleaning. B. ACOUSTICAL TREATMENT PART 1 - GENERAL 1.01 SUMMARY: A. Section includes: 1. This Section includes, but is not necessarily limited to, the furnishing and installation of the major items listed below as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work. 2. Major items: a. Acoustical ceiling panels. b. Exposed suspension system. 1.02 DESIGN AND PERFORMANCE REQUIREMENTS: A. Codes and standards: 1. Acoustical materials shall be in accordance with the technical data listed in the current bulletin Performance Date, published by the Acoustical & Insulating Materials Association. 2. Acoustical material shall be Flame Spread Class 25 or less complying with Federal Specification SS- S -118A. 3. Suspension system shall comply with ASTM C 635 and ASTM C 636 intermediate duty. 4. All material shall have a Class I flame spread rating complying with ASTM E 84 tunnel test method and carry corresponding UL label. 5. Size attachment devices for hangers for acoustical panels for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. 6. Fire rated ceilings and suspended grid systems shall meet the requirements of Underwriters Laboratory (UL) Design Number P225, including enclosures around all light fixtures. 7. Install to meet the requirements of ASTM E 580. 1.03 SUBMITTALS: A. Submit in accordance with Section 01300 - Submittals. B. Manufacturer's literature: 1. Submit for ceiling tile and suspension system. 2. Illustrating Products and installation requirements. 1.04 SEQUENCING AND SCHEDULING: A. Do not install acoustical ceiling system until all work is completed above the ceiling. B. Coordinate layout and installation of ceiling panel system with other work supported by or penetrating through ceiling. 1.04 INSTALLATION: A. Ceiling systems: 1. Install all ceiling the and suspension system in strict accordance with ASTM C 636, the Manufacturer's recommendations and the recommendations of the Acoustical & Insulating Materials Association. Use a laser instrument to ensure that ceiling is level 2. Hanger wires shall be spaced not over 4'0" on center and shall be attached to the structure above. Support each corner of each light fixture. 3. Suspension system shall be at the heights shown for the various areas and be level throughout. 4. When completely installed, the grid systems shall be rigid against a side sway. 5. Primary furring member shall be no greater than 4'0" on center. 6. Secondary members shall be installed in accordance with the spacing and other requirements of the systems of which they are a part. 7. In connection with all systems, extra members shall be used to accommodate all ceiling openings required for the work of others. 8. Install edgemold at intersection of suspended ceiling and vertical surfaces. 9. All outside corners shall have corner caps. 10. Coordinate the installation of the ceiling with the installation of lights, ductwork, grilles, etc. 11. Panels shall be laid out symmetrically with the room axis with units of the some size at opposite walls of area, layout shall permit largest border units possible. 12. Notch hemmed edges of tee bar at intersections of crosstees. 13. Suspend system from structural steel or steel joists. Support from metal deck is not permitted. 14. Center ceiling registers and light fixtures on 1 panel or corner meeting point of 4 panels. 15. Center surface mounted light fixtures on row or joint. 16. Install fire rated ceiling in accordance with UL Design No. P225 including holddown clips and enclosures over all light fixtures and diffusers as indicated on Drawings. 17. Installation shall be as required to meet the requirements of the applicable Uniform Building Code Siesmic Zone. 1.05 CLEANING: A. Prior to acceptance of the work of this Section, thoroughly clean all installed materials and related areas in accordance with Section 01562 Cleaning. PART 1 - GENERAL 1.01 QUALITY ASSURANCE: A. General: 1. All work may be inspected as to proper surface preparation, pretreatment, priming, dry film thickness, curing, color and workmanship. Applicable standards, test methods and inspection equipment includes: a. SSPC -VIS -1 photographic blast cleaning standards (latest revision) b. Inspector's wet film and dry film thickness gages. C. Zorelco 369 /PHD pin hole detector. d. Mark II Tooke Gage. 1.02 PROJECT CONDITIONS: A. Environmental requirements: 1. Comply with Manufacturer's recommendations regarding environmental conditions under which coatings may be applied: 2. Environmental conditions which affect coating application include, but are not necessarily limited to: ambient air temperature, surface temperature, humidity, dew point and environmental cleanliness. 3. Do not expose epoxies during application and cure to sunlight and heaters that emit carbon dioxide and carbon monoxide. 4. CONTRACTOR shall demonstrate acceptability of environmental conditions as required by ARCHITECT. 1.03 MAINTENANCE: A. Leave with OWNER 3% minimum extra quantity (at least one gallon) of each type and color of paint used for finish coats and one gallon of each type of thinner required. Containers shall be tightly sealed and clearly labeled. PART 2 - CONCRETE 2.01 CONCRETE BLOCK (STANDARD OR SPLIT FACE): A. Apply Coat 896 Acrylic Block Filler at a spread rate of 70 -100 sq.ft. Per gallon; Depending on type of Block. All pours and voids must be filled. B. Finish Coat (Acrylic Exterior Paint) Either. 1. 1 or 2 coats of Porter 519 series acrylic ext. paint or equal or, 2. 1 or 2 coats of Porter 929 series acrylic ext. paint or equal. C. Finish Coat (Elastomeric) Either. 1. 1 Coat of Porter 6000 Porterflex at approx. 80 -100 sq.ft. per gallon or equal or, 2. 2 Coats of Porter 6000 Porterflex or equal The final result must be a void free- pinhole free paint film. D. If Accent stripe is to be used, aptly 1 coat of Porter 514 flat or 614 gloss or equal acrylic in accent color over the materials used on the body of the building. PART 3 - POURED OR PRECAST CONCRETE A. Apply 1 Coat of Porter 898 Pigmented Bonding Primer or equal used according to Product data sheet with 5143 HD thinner or equal. B. Finish Coats will be same as listed for block (above). PART 4 - BARE METAL (DOORS, PIPES, OR ELECTRICAL BOXES) A. Remove any loose rust. B. Prime with Porter- interlac 290 metal primer or equal. C. Apply 1 coat of Porter 619 series Gloss Acrylic Ext. or equal. PART 5 - PREPRIMED METAL A. Apply 1 coat of Porter 619 series Acrylic Gloss Enamel or equal. PART 6 - BARE GALVANIZE A. Wipe with thinner to remove any oils. B. Etch with Galvaprep, rinse and let dry. C. Prime with Porter 215 Rust screen or equal. D. Apply 1OR2 coat Porter 519 series flat or 619 series Gloss Acrylic or equal. NOTES ARE CONTINUED ON SHEET SP -2 Z _0 W cc Baxter & SET Eng in e e ring L.L.C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info @baxterset.com Job No.: Date: 06043 july 30, 2007 Drawn By: Checked By: Scale: KSET TAB NONE CAD FILE: G:\07055\try2\SPECl.DWG ...A'.e' � GISTE F No. :.19700309: * _ STATE OF OF w 01 ` �•� i //11111110N NN CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: Q � � o a 0 � z w W Q a z � Job No.: Date: 06043 july 30, 2007 Drawn By: Checked By: Scale: KSET TAB NONE CAD FILE: G:\07055\try2\SPECl.DWG ...A'.e' � GISTE F No. :.19700309: * _ STATE OF OF w 01 ` �•� i //11111110N NN CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: NOTES ARE CONTINUED FROM SHEET SP -1 PART 7;. EXAMINATION A. Ilnspection: 1. Prior to the commencement of surface preparation or other coating activities, thoroughly inspect the surfaces to determine if the Work is ready to be prepared and painted. 2. Report in writing to ARCHITECT, all conditions that may potentially affect proper application. 3. Do not commence surface preparation or other coating activities until such defects have been corrected. B. (Correction of defects: 1. Correct defects and deficiencies in surfaces which may adversely affect work of the Section. PART 8.. CLEANING: A. Remove spilled, splashed or spattered paint from all surfaces. B. Do not mar surface finish of item being cleaned. C. Prior to acceptance of the Work of this Section, thoroughly clean all painted surfaces and related areas in accordance with Section 01562 - Cleaning. PART S. PROTECTION: A. General: 1. Adequately protect other surfaces from paint and damage. 2. Repair damage as a result of inadequate or unsuitable protection. B. Protective materials: 1. Furnish sufficient drop cloths, shields, and protective equipment to prevent spray or droppings from fouling surfaces not being painted and in particular, surfaces within storage and preparation area. C. Electrical plates and hardware: 1. Remove electrical plates, surface hardware, fittings and fastenings prior to painting operations. 2. These items are to be carefully stored, cleaned and replaced upon completion of work in each area. 3. Do not use solvent to clean hardware that may remove permanent lacquer finish. SECTION: 15000 MECHANICAL REQUIREMENTS: A. PLUMBING SCOPE Furnish all labor, material, equipment and services necessary to complete installation of all waste systems, drainage systems, vent systems, hot and cold water systems and all plumbing fixtures shown on the drawings and herein specified. SPECIAL REQUIREMENTS: 1. DELTA OR PEERLESS FAUCETS TO BE INSTALLED OR ACCEPTED EQUAL. 2. GERBER OR KOHLER HANDICAP TANK TYPE WATER CLOSETS AND LAVATORIES TO BE INSTALLED OR APPROVED EQUAL. 3. A.G. SMITH WALL HUNG WATER HEATERS TO BE INSTALLED IN RESTROOM ON WALL BRACKETS. 4. 1 1/2" FLOOR DRAINS (WITH COVER) TO BE INSTALLED IN ALL RESTROOMS. 5. ALL WATER LINES INSTALLED TO BE COPPER. 6. ALL WATER LINES ABOVE CEILING TO BE INSULATED. 7. ALL WATER LINES IN CEILINGS WITH RETURN AIR SYSTEMS SHALL BE WRAPPED IN FIRE RATED INSULATION. 9. ALL WATER LINES TO HAVE SHUT -OFF VALVES IN METER ROOM AND WHERE ENTERING UNITS. 10. ALL PLUMBING VENTS AND DRAINS TO BE PVC. (PIPES IN CEIUNI.2S WITH RETURN AIR SYSTEMS TO BE WRAPPED IN FIRE RATED INSULATION) 11. ROOF FLASHINGS (ON DURALAST ROOFING SYSTEM) TO BE BY ROOFING CONTRACTOR. NOTE: ALL RESTROOMS TO HAVE THE FOLLOWING ITEMS INSTALLED: 1. HANDICAP BARS. 2. 20" X 24" MIRROR. 3. TOILET PAPER DISPENSER. 4. PAPER TOWEL HOLDER. CODES AND REGULATIONS Comply with the BOCA Plumbing Code, the State Plumbing Rules, the State Energy Conservation Code or the local codes having jurisdiction in the particular area. MATERIALS General: All material specified below shall conform to the standards listed in Table A- Plumbing Material Standards of the BOCA Plumbing Code. WATER HEATERS General: All water heaters shall be listed and labeled by a nationally recognized testing and inspection agency, and installed in accordance with the listing. All domestic hot water systems shall be equipped with means for limiting the temperature of the hot water for personal use at the fixtures to 140 degrees fahrenheit. All water heaters shall be provided with a reseating type temperature and pressure relief valve constructed, listed and installed in accordance with ANSI Z21.22, in addition to the energy cut off device installed by the heater manufacturer. Water heaters shall be provided with tank connections of stainless steel, copperlined steel, brass or copper plated steel threaded pipe nipples equipped with electrically inert waterway permanently fixed to each nipple. Dip tube may be metallic, electrically insulated from the tank or non - metallic conforming to ANSI A21.10. Copper dip tubes may be used with brass nipples without dielectric fittings in copper tanks. In addition to water temperature control required, all water heaters shall be equipped with pressure and temperature relieve protection. The drain line from the temperature and pressure relief valve shall be galvanized pipe or hard drawn copper. This line will drain into an approved receptor in a manner constituting as indirect waste. Dielectric unions will be used to connect water lines to the water heater. TRENCHES Plumbing trenches under slabs shall be backfilled with granular material and compacted to 98% SANITARY SYSTEM Laying Pipe: Establish all flow conditions prior to commencing work in order to avoid conflicts. Contractor will be allowed reasonable variations from the established grades and elevation of those shown on the plans in order to meet the final and exact condition. Vents; Fixtures shall be vented as indicated on drawings. Vents and soil stacks shall be extended through the roof. They shall be terminated 16" above the roof and flashed with an approved flashing by Dura -last Roofing Contractor. Hangers and Supports: Conform to Article 13 of the BOCA National Plumbing Code. Covering of Work: No work shall be covered until the required tests have been made and approval for cover -up has been granted by the Inspector. Tests: In accordance with Article 17 of the BOCA National Plumbing Code. Sterilization of Water Piping: The Contractor shall flush the entire system of all impurities. Additional disinfecting may be required by the local authority. Excuchions: Chrome plated, required where pipes pass through wall or floor. Exposed Piping and Fittings: Exposed Hotwater piping and fittings shall be insulated per ADA requirements. Testing: Comply with Article 17 of the BOCA National Plumbing Code. SECTION: 15500 MECHANICAL REQUIREMENTS: B. HEATING AND AIR CONDITIONING SCOPE Fumish all labor, material, equipment and services necessary to complete installation of all heating and air conditioning work and all fan duct work shown on the drawings and herein specified. SPECIAL REQUIREMENTS: 1. ALL BRANCH LINES TO BE MYLAR COATED FLEXIBLE INSULATED DUCT MAIN TRUNK LINES TO BE INSULATED METAL DUCT. 2. ALL SUPPLY DIFFUSERS TO BE 24 "x 24 ". 3. HEATING CONTRACTOR TO SUPPLY RESTROOM FANS AND VENTS LOCATED PER PLANS. 4. ALL RTU SIZES AND SPECIFICATIONS LISTED ON THE MECHANICAL PLAN SHEETS. 5. HEATING CONTRACTOR TO FURNISH AND INSTALL ALL REQUIRED GAS LINES. CODE COMPLIANCES Comply with the BOCA Mechanical Code, the State Mechanical Rules, and the State Energy Conservation Code, or other local code having jurisdiction in the particular area. HEATING EQUIPMENT General: All equipment shall conform to the requirements of the latest edition of the Energy Conservation Code. The minimum efficiency rating of all electric heating and cooling equipment shall be a minimum of 9.0 SEER. The contractor shall verify that the equipment prior to submitting his bid. AIR CONDITIONING EQUIPMENT General: All equipment shall conform to the requirements of the latest edition of the Energy Conservation Code. The minimum efficiency rating of all electric heating and cooling equipment shall be a minimum of 9.0 SEER. The contractor shall verify that the equipment prior to submitting his bid. INTENT Heating: It is the intent of the drawings and specifications to provide for the installation of a heating system which is safe, quiet and economical In operation and complete in all respects and which will provide a uniform temperature of 72 degrees fahrenheit in all living spaces and temperature in other spaces as may be noted on the drawings, when the outside temperature is at +2 degrees fahrenheit. All materials and equipment necessary to accomplish this intent shall be furnished and installed by the Contractor. Air Conditioning: It is the intent of the drawings and specifications to provide for the installation of a cooling system which is safe, quiet and economical in operation and complete in all respects and which will provide a temperature of 78 degrees fahrenheit and 50% relative humidity at a dry bulb temperature of 90 degrees fahrenheit and wet bulb temperature of 74 degrees fahrenheit. Accomplishment of these intents shall be furnished and installed by the Contractor. TESTS Each system shall be tested to insure that the intent stated above has been realized. Bonnet temperature and equipment noise level shall be checked to insure proper equipment operation. Air flow at each register shalt be checked to insure proper and unrestricted air flow through the duct system. BACKDRAFT DAMPERS Air discharge openings through roofs or exterior walls shall be protected against the entrance of rain, snow, birds, large insects and foreign objects. Automatic louvers or backdraft dampers shall be provided on other than attic ventilators to prevent a reverse flow of air when the fan is not in operation. SECTION: 15900 MECHANICAL REQUIREMENTS: C. FIRE PROTECTION SCOPE All Fire Suppresions Systems to be designed and submitted by Fire Protection Contractor. Flow Indicater to be installed on Sprinkler Systems Riser for connection to alarm. (Alarm to be Supplied and Installed by Owner) SECTION: 16000 ELECTRICAL REQUIREMENTS: SCOPE Furnish all labor, material, equipment and services necessary to install and connect all electrical equipment shown on the drawings and specified in these specifications. SPECIAL REQUIREMENTS: 1. ALL WIRING SHALL TO BE #12 MINIMUM COPPER. 2. ALL ELECTRIC SERVICE INFORMATION TO BE COORDINATED WITH LOCAL Z UTILITY REQUIREMENTS. 0 z w 3. ALL ELECTRIC PANELS TO BE COPPER BUSS TYPE. -- 4. ALL CONDUITS TO BE STRAPPED OR CLAMPED ACCORDING TO NEC AND W ALL BENDS TO BE MADE WiTH APPROVED BENDERS. z 5. ALL JUNCTION BOXES ARE TO HAVE COVERS INSTALLED AND CIRCUITS CONTAINED INSIDE TO BE MARKED ON COVER. 6. ALL RECEPTACLES TO BE 16" TO CENTER A.F.F. UNLESS OTHERWISE NOTED. 7. NO MORE THAN FIVE (5) RECEPTACLES SHALL BE ALLOWED ON ANY ONE (1) CIRCUIT. 8. ALL PANELS SHALL HAVE TYPED IDENIlFlCA11ON LABLES FOR ALL CIRCUITS. 9. A SEPERATE GROUND WIRE SHALL BE PULLED IN ALL CONDUIT RUNS AND SHALL BE CONTINUOUS THROUGH SYSTEM. (EMT IS NOT AN ACCEPTABLE GROUND) 10. THERE WiLL BE A WATER PIPE GROUND ALONG WITH BUILDING GROUND FOR THE SERVICE. 11. All WEATHERPROOF COVERS SHALL BE FLUSH, COVERED AND GASKETED TO KEEP OUT ANY MOISTURE. 12. ALL ELECTRICAL CONNECTIONS SHALL BE DONE BY APPROVED METHODS. 13. ALL CONDUITS AND WIRING FOR ELECTRICAL SERVICE TO BE FURNISHED AND INSTALLED PER LOCAL POWER COMPANYS REQUIREMENTS. 14. TELEPHONE SERVICE CONDUIT TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. GENERAL The installation shall comply with all laws of local regulating authorities, the regulations of the current edition of the Natioinal Electric Code and with wiring rules of the local electrical utility company. After completion of work, the Contractor shall furnish the Owner, a certificate of final inspection and approval from the local inspection department or bureau having jurisdiction. MATERIAL Prohibited Material: The use of aluminum wire is prohibited. all material shall be new, bearing Underwriter's stamp of approval. WORKMANSHIP All work shall be executed in a workmanlike manner and shall present a neat appearance when completed. Markers: Each meter and its associated switch shall be identified by number. Each meter and switch shall have a panel. Sleeves: Passage of conduit through any firewall shall be provided with pipe sleeves. seal space between and conduit with fireproof caulking. PROGRESS OF WORK The Contractor shall order the progress of this work so as to conform to the progress of the work of other trades and shall complete the entire installation as soon as the condition of the building will permit. Baxter & SET Eng in e e ring L. L. C. 410 North U.S. 31 Whiteland, Indiana 46184 Phone No. 1 (317) 535 -4094 Fax No. 1 (317) 535 -3012 Email: info@boxterset.com Job No.: Date: 07055 july 30, 2007 Drawn By: Checked By: Scale: KSET TAB NONE CAD FILE: G: \07055 \try2SPEC2.DWG \ \ `�`�A No. _:19700309: * _ � STATE OF 01 / RIVAL CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TiTLE: z w rx z p" �~ z 0 �z W Q � Z Job No.: Date: 07055 july 30, 2007 Drawn By: Checked By: Scale: KSET TAB NONE CAD FILE: G: \07055 \try2SPEC2.DWG \ \ `�`�A No. _:19700309: * _ � STATE OF 01 / RIVAL CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF BAXTER & SET ENGINEERING, INC. AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TiTLE: