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Home My WebLink About1200.01 Building PlansA Building Addition For 10 fAACO PRESS 560 3rd Avenue SW Carmel, Indiana 460 NEN BUILDING ADDITION X EXISTING BUILDING TO REMAIN 0 EXIST. E_ xt-M EXIT EXIT GENERAL INFORMATION PL�4N 1/16° = 1'-0" NX CITY OF CARMEL - CLAY TOWNSHIP bept. of Community Services Building A Code Enforcement One Civic Square - First Floor Carmel, IN 46032 Plan Authentication Certification and Agreement As the authorized agent responsible for obtaining a permit or permits', I certify that these plans are identical to those released for construction by the Indiana Dept, of Fire d Building Services. I n st d that i it is determined that these plans are not identical, a STOP WORK ORDER ill be s r ired under t rdinances ee ftr7mced below. L(/MMv /J d AUTHORIZED SIGNATURE � --� DATE I� ' Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code^ and Section 29.4.2 and 29.4.3 entitled "Administration". Required by Carmel Cla Townshi Zo Penalties". y P Ordinance, Section 31.1 entitled "Violations and s:permits/forms/authentication Aug 2001 AFIDLICAME CODES 1448 MDIANA 9IILDIN6 GODS (ISG) :) UNIFORM BUILDING CODE i11BC), 1991 :) CHAPTER II: AC6E551BILITY / FAIR 1-I0U51% :) INDIANA AMENDMENT5, Igg8 McM INDIANA ELEGTRIG GORE (IEC) :) NATIONAL ELEGTRIG GODE, Iggb :) INDIANA AMMENOMENT5, Iggl 114M MDIANA Pt Uh " CODE (IPG) :) BOCA NATIONAL PLUMBING CODE, IggO :) INDIANA AMMENDMENT5, Iggl W1 MDIANA FIRE PREVIffflWN CODE :) UNIFORM FIRE CODE, Iggl :) INDIANA AMMENDMENT5, Iggb Iggl INDIANA 1"EGFIANIGAL GODS (IM) INTERNATIONAL MEGHANIGAL CODE, Iggb INDIANA AMENDMENTS, Iggl PROJECT INFO. ,_•��-arc? �•+�C::Ti�i3�i! OGC.Uf'�NGY: 5-2 5MAR!FOOTME . (5EE 6ENERAL INFORMATION PLAN THI5 SHEET) EXI5TIN6 = 4,000 5.F. ADDITION = 4,000 5.F. TOTAL = 8,000 5F. AL f�fAF�I F_AR�A/INrRFA�f� 8,000 S.F. ACTUAL 15 LE55 THAN OD00 5F ALLONABLE. NO INCREASE REOV. UJI�'� 5PRINCLERED� EXISTING: NO BUILDING ADDITION: NO L&AA 7M 1=ri vrvi rrx. i V5 BLDG. DITION: 8 0GGUPANT5 = 4000 5F / 500 EX15T. LDIN6: 8 OGGUPANT5 = 4000 5F / 500 TWO E T5 REQUIRED IF OVER 30 OCCUPANTS (5EFi(7ENERAL INFORMATION PLAN TH15 SHEET) E6RE56 WIDTH REI�IlIREth (SEE 6' ---NERAL INFORMATION PLAN THI5 SHEET) BLDG. ADDITION: IV REQUIRED (8 x 02" / PER50N) EX15T. BUILDING: 1.6" REQUIRED (8 x 02" / PER50N) VICINITY MAP Grr4p a 22il' 1;A t St 2 okey Row Rd 2. eadowlark_- F r'i;;1st w � n4 rim fE i 3 r M= Shad �n t ar sl r O �•" _ Dcon stNe ark villa &I Ct o ' Pate DT - 1?2nd St 31 IVccWicl(Ct SWEET INDEX AR�HI s'EGTiJRAL DRAWIN65N 61 GENERAL INFORMATION / PROJEGT INFO AO ARGHITEGTURAL 51TE PLAN PROJECT NO. Al FLOOR PLAN SHEET A2 ELEVATION5/GR055 5EGTION BAB A3 WALL 5ECTION5 BAB, A4 M15G. ARCHITECTURAL �i3B0I ECMATION DRAN9N65 FI FOUNDATION PLAN x ,rW �i�i TURAL DRAWMEfr. 51 5TRUGTURAL FRAMING PLAN NX CITY OF CARMEL - CLAY TOWNSHIP bept. of Community Services Building A Code Enforcement One Civic Square - First Floor Carmel, IN 46032 Plan Authentication Certification and Agreement As the authorized agent responsible for obtaining a permit or permits', I certify that these plans are identical to those released for construction by the Indiana Dept, of Fire d Building Services. I n st d that i it is determined that these plans are not identical, a STOP WORK ORDER ill be s r ired under t rdinances ee ftr7mced below. L(/MMv /J d AUTHORIZED SIGNATURE � --� DATE I� ' Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code^ and Section 29.4.2 and 29.4.3 entitled "Administration". Required by Carmel Cla Townshi Zo Penalties". y P Ordinance, Section 31.1 entitled "Violations and s:permits/forms/authentication Aug 2001 AFIDLICAME CODES 1448 MDIANA 9IILDIN6 GODS (ISG) :) UNIFORM BUILDING CODE i11BC), 1991 :) CHAPTER II: AC6E551BILITY / FAIR 1-I0U51% :) INDIANA AMENDMENT5, Igg8 McM INDIANA ELEGTRIG GORE (IEC) :) NATIONAL ELEGTRIG GODE, Iggb :) INDIANA AMMENOMENT5, Iggl 114M MDIANA Pt Uh " CODE (IPG) :) BOCA NATIONAL PLUMBING CODE, IggO :) INDIANA AMMENDMENT5, Iggl W1 MDIANA FIRE PREVIffflWN CODE :) UNIFORM FIRE CODE, Iggl :) INDIANA AMMENDMENT5, Iggb Iggl INDIANA 1"EGFIANIGAL GODS (IM) INTERNATIONAL MEGHANIGAL CODE, Iggb INDIANA AMENDMENTS, Iggl PROJECT INFO. ,_•��-arc? �•+�C::Ti�i3�i! OGC.Uf'�NGY: 5-2 5MAR!FOOTME . (5EE 6ENERAL INFORMATION PLAN THI5 SHEET) EXI5TIN6 = 4,000 5.F. ADDITION = 4,000 5.F. TOTAL = 8,000 5F. AL f�fAF�I F_AR�A/INrRFA�f� 8,000 S.F. ACTUAL 15 LE55 THAN OD00 5F ALLONABLE. NO INCREASE REOV. UJI�'� 5PRINCLERED� EXISTING: NO BUILDING ADDITION: NO L&AA 7M 1=ri vrvi rrx. i V5 BLDG. DITION: 8 0GGUPANT5 = 4000 5F / 500 EX15T. LDIN6: 8 OGGUPANT5 = 4000 5F / 500 TWO E T5 REQUIRED IF OVER 30 OCCUPANTS (5EFi(7ENERAL INFORMATION PLAN TH15 SHEET) E6RE56 WIDTH REI�IlIREth (SEE 6' ---NERAL INFORMATION PLAN THI5 SHEET) BLDG. ADDITION: IV REQUIRED (8 x 02" / PER50N) EX15T. BUILDING: 1.6" REQUIRED (8 x 02" / PER50N) VICINITY MAP Grr4p a 22il' 1;A t St 2 okey Row Rd 2. eadowlark_- F r'i;;1st w � n4 rim fE i 3 r M= Shad �n t ar sl r O �•" _ Dcon stNe ark villa &I Ct o ' Pate DT - 1?2nd St 31 IVccWicl(Ct SWEET INDEX AR�HI s'EGTiJRAL DRAWIN65N 61 GENERAL INFORMATION / PROJEGT INFO AO ARGHITEGTURAL 51TE PLAN PROJECT NO. Al FLOOR PLAN SHEET A2 ELEVATION5/GR055 5EGTION BAB A3 WALL 5ECTION5 BAB, A4 M15G. ARCHITECTURAL �i3B0I ECMATION DRAN9N65 FI FOUNDATION PLAN ,rW �i�i TURAL DRAWMEfr. 51 5TRUGTURAL FRAMING PLAN T2C41ANIGA1 DRAWMIf� MI MECHANICAL PLAN =(WAL DRAWINGS 1 WO al errN GIOG COVER SHEET / LOCATION MAP r r. I ON TOP06RAPHI6 5URVEY GIOI 50E DEVELOPMENT PLAN � G102 GRADING 4 EROSION GONTROL PLAN 6103 M15GELLANEOU6 DETAIL5 d 5PEGIFIGATION5 N.-� PROJECT TEAM EVERAL GONTRAGTOR: ARC.HITIrGT� r z 1445 Brookville Way, Suite 6 120 East Market 5treet Indianapolis, IN Suite 1200 5 Indlonapoll5, IN 46204 . 311 b31-2146 d Love Heating I Air Conditionfng (,ML E%INEER/ 5URVERYOR-. 4151 East 10th Street Gorner5tone 5urvetp, Inc. Indianapolis, IN 5151 N. 5hadeland Avenue 311353-2141 Suite 200 Indiarxapolls, IN 311 562-gIOO LaFever Electric 131 N. Rangeline Road NX CITY OF CARMEL - CLAY TOWNSHIP bept. of Community Services Building A Code Enforcement One Civic Square - First Floor Carmel, IN 46032 Plan Authentication Certification and Agreement As the authorized agent responsible for obtaining a permit or permits', I certify that these plans are identical to those released for construction by the Indiana Dept, of Fire d Building Services. I n st d that i it is determined that these plans are not identical, a STOP WORK ORDER ill be s r ired under t rdinances ee ftr7mced below. L(/MMv /J d AUTHORIZED SIGNATURE � --� DATE I� ' Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code^ and Section 29.4.2 and 29.4.3 entitled "Administration". Required by Carmel Cla Townshi Zo Penalties". y P Ordinance, Section 31.1 entitled "Violations and s:permits/forms/authentication Aug 2001 AFIDLICAME CODES 1448 MDIANA 9IILDIN6 GODS (ISG) :) UNIFORM BUILDING CODE i11BC), 1991 :) CHAPTER II: AC6E551BILITY / FAIR 1-I0U51% :) INDIANA AMENDMENT5, Igg8 McM INDIANA ELEGTRIG GORE (IEC) :) NATIONAL ELEGTRIG GODE, Iggb :) INDIANA AMMENOMENT5, Iggl 114M MDIANA Pt Uh " CODE (IPG) :) BOCA NATIONAL PLUMBING CODE, IggO :) INDIANA AMMENDMENT5, Iggl W1 MDIANA FIRE PREVIffflWN CODE :) UNIFORM FIRE CODE, Iggl :) INDIANA AMMENDMENT5, Iggb Iggl INDIANA 1"EGFIANIGAL GODS (IM) INTERNATIONAL MEGHANIGAL CODE, Iggb INDIANA AMENDMENTS, Iggl PROJECT INFO. ,_•��-arc? �•+�C::Ti�i3�i! OGC.Uf'�NGY: 5-2 5MAR!FOOTME . (5EE 6ENERAL INFORMATION PLAN THI5 SHEET) EXI5TIN6 = 4,000 5.F. ADDITION = 4,000 5.F. TOTAL = 8,000 5F. AL f�fAF�I F_AR�A/INrRFA�f� 8,000 S.F. ACTUAL 15 LE55 THAN OD00 5F ALLONABLE. NO INCREASE REOV. UJI�'� 5PRINCLERED� EXISTING: NO BUILDING ADDITION: NO L&AA 7M 1=ri vrvi rrx. i V5 BLDG. DITION: 8 0GGUPANT5 = 4000 5F / 500 EX15T. LDIN6: 8 OGGUPANT5 = 4000 5F / 500 TWO E T5 REQUIRED IF OVER 30 OCCUPANTS (5EFi(7ENERAL INFORMATION PLAN TH15 SHEET) E6RE56 WIDTH REI�IlIREth (SEE 6' ---NERAL INFORMATION PLAN THI5 SHEET) BLDG. ADDITION: IV REQUIRED (8 x 02" / PER50N) EX15T. BUILDING: 1.6" REQUIRED (8 x 02" / PER50N) VICINITY MAP Grr4p a 22il' 1;A t St 2 okey Row Rd 2. eadowlark_- F r'i;;1st w � n4 rim fE i 3 r M= Shad �n t ar sl r O �•" _ Dcon stNe ark villa &I Ct o ' Pate DT - 1?2nd St 31 IVccWicl(Ct SWEET INDEX AR�HI s'EGTiJRAL DRAWIN65N 61 GENERAL INFORMATION / PROJEGT INFO AO ARGHITEGTURAL 51TE PLAN PROJECT NO. Al FLOOR PLAN SHEET A2 ELEVATION5/GR055 5EGTION BAB A3 WALL 5ECTION5 BAB, A4 M15G. ARCHITECTURAL �i3B0I ECMATION DRAN9N65 FI FOUNDATION PLAN F2 FOUNDATION DETAILS �i�i TURAL DRAWMEfr. 51 5TRUGTURAL FRAMING PLAN T2C41ANIGA1 DRAWMIf� MI MECHANICAL PLAN =(WAL DRAWINGS EI El FGTRIGAL PLAN CIVIL, DRAWIFiFfh GIOG COVER SHEET / LOCATION MAP I ON TOP06RAPHI6 5URVEY GIOI 50E DEVELOPMENT PLAN G102 GRADING 4 EROSION GONTROL PLAN 6103 M15GELLANEOU6 DETAIL5 d 5PEGIFIGATION5 PROJECT TEAM EVERAL GONTRAGTOR: ARC.HITIrGT� United Construction BAB Associates 1445 Brookville Way, Suite 6 120 East Market 5treet Indianapolis, IN Suite 1200 311306-2-700 Indlonapoll5, IN 46204 311 b31-2146 1rEC+—W4GAL CONTRACTOR, Love Heating I Air Conditionfng (,ML E%INEER/ 5URVERYOR-. 4151 East 10th Street Gorner5tone 5urvetp, Inc. Indianapolis, IN 5151 N. 5hadeland Avenue 311353-2141 Suite 200 Indiarxapolls, IN 311 562-gIOO LaFever Electric 131 N. Rangeline Road Gc mel, IN 46032 311 84b-4681 PROJECT New Building Addition For MACO PRESS 560 3rd Avenue SW Carmel, IN ARCHITECT a s s o c i a t e s ARCHITECTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CONSTRUCTION 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP ``\ttHttlulrT,rrr A. No. 5rATE Or- 14 IT It REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEY 8%3/01 STATE FILING u It . DRAWING INFORMATION PLAN PROJECT INFO. PROJECT NO. 118 SHEET DRAwR: BY BAB CHECKED BY BAB, ISSUE DATE �i3B0I u It II 1-5tq Block IICommercial Building 11111 — A ✓ ZJ.0 RETENTION POW Edge of Hater SITE PLAN - FROFDOM) ADDITION III = 20' NOTE: SHEET FOR REFERENCE ONLY. 5EE CIVIL ORANIN65 FOR EXACT INFORMATION. LEGAL DESCRIPTION per Deed Book 281 Page 145 Part of the SoutheImt Quarter of Section 25, Township 18 North, Range 3 East In G hip, Hamilton County, lndkw, more partioudescribed as fol, to -wit: TOwD TRACT NO, "F' : Beginning at an iron stake 1466.1 feet Nest an 544.0 feet North of the southeast corner of the Southeast Quarter of Section 25, Township lb North, Range 3 East; thence North on and a" a fence line 115.0 fed to an Von stake; thence East 26ID feet to an iron stake on Uwe Nest line of 3rd Ave" Southwest In the town of Carmel, Indiana; thence Southerly on and along the Hest line of said 3M Ave" Southwest 110.4 feet to an iron stake; thence Nest 2596 feet to the place of beginning, containing In all Ob1 acres more or less FLOOD HAZARD 5TATE11e4Tt This Is to certify that the subject property Iles in Flood Hazard Mea Zone 'C'. The precision is subject to map scone uncertainty and to ony other uncertanty in location or elevation on c4NnnIunity Panel No. 1800810000 C' Of the Flood Insurance Rote Maps, effective date May icl, lqbl. 560 3rd Avenue SW Carmel, IN ARCHITECT associates ARCHITECTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CON STRUCTI ON 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP 1k 4 TE 0 No. - s 910103 SrAll! OF T� REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEW 8113101 STATE FILIN6, DRAWING ARCHITECTURAL SITE PLAN PROJECT NO. Ila SHEET 0 DRAWN BY BAB CHECKED BY BAB ISSUE DATE 4 3 UOO 2 .3 EX15TIN6 BUILDING n 4 4\ EXIST. WILDMG 4000 5F. (NO 110M 1-E (�) KEYED NOTES WALL LEGEND I. DEMOLI51-1 EXI5TIN6 WALL GON5TRUGTION A5 51.1". EXI5TING WALL C4ON5TMTION TO REMAIN A5 2. EX15TIN6 LINTEL TO REMAIN. 5HOWN ME55 RIOTED OTHERWI5E 3. 5TAIR5 d LANDING. 5EE SHEET A2. ZZZZZ- WA CM WALL. REFER WALL 5ECTION5 AND WALL TYPES. 4. DOCK LEVELOR A5 5PECIFIED BY OWNER. 560 3rd Avenue SW Carmel, IN ARCHITECT associates ARCHITECTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com ' GENERAL CONTRACTOR CON STR U CTI ON 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP �Oti A. No. * 910103 NAMOF it i REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEW 813!01 STATE FILING DRAWING FLOOR PLAN PROJECT NO. IIB SHEEP DRAWN BY BAB CHECKED BY BAB ISSUE DATE i I I I I6'-8" A.F.F. IRV TOP OF WALL 2 2 2H I IV -80 TOP OF WALL 114'-0' J015T BEARING 560 3rd Avenue SW Carmel, IN - - -- - - F r EL. =loo' o' TOP OF SLAB °J ARCHITECT -------- _--'-"s-"�`—----_--_ —_--_— 3,T---- -- —------------� GRAJ�E ' z �V NEN ADDITION F+. 3 3 3 4 asso iates ARCHITECTURE 1 NO"14 ELEVATION 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com I I I I I GENERAL CONTRACTOR ■iiiiiiiiiiiiiiiiiiiiiii�i� iiii�l�l��!!!!!!!!s�!!!�!!!i!!!!i!!!!ilil�r �/ ■iii!!liiiiiiiiiiiliiiiii!! iiliiiiiliiiii!!!liili!!!i!!i!!!i!!!!!lli��li� O' OF 5LA13 •� iiiliiiiiiiillIliiliilliiiiiiiiil�iii!liiliiiii��.`��--•��------- . .b ..P Ib' -8' A.F. TOP OF HAL 14'-0' A.F. J015T BEARIN l� u � o' -o' A.F. TOP OF 5LA 2 SOFTH. ELEVATION A 2 1/8"=1'-0' 12" 1/2"+/- C? 4 CROSS SECTION TOP OF WALL AL 114'-0' A.F.F. J015T BEARING EL. = 100'-0' TOP OF SLAB .� EL. = 4bD' W*. 3 WEST ELEVATION A 2 1/&'=I' -O' KEYED NOTES MATERIALS LEGEND I. METAL GUTTER EMTIN6 %-V M FAGS CM RM* BOND A5 %0* (MODULAR DiMEN510%) 2. METAL DOWNSPOUT 3. INDIGATE5 STEP FOOTiN6.5EE FOUNDATION DRAHIN65. 4. 5TEEL STAIR I RAILING. 5EE SHEET A4. NO STH FACE GM RUN 1% BOND A5 5H0M (MODULAR DIMEN510%) 5. INDICATES TOP OF 5LOP1N6 ROOF BEYOND PARAPET HALL. CON STR U C -n ON ; 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP A. No. * 910103 SrAMO �K>1cH I T t0� REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEH 8/3/01 STATE FI LING DRAWING EXTERIOR ELEVATIONS BLDG. CROSS SECTION PROJECr NO. ? IS SHEET DRAWN BY BAB �! CHECKED 3Y 13AI3 1A ISSUE DATEBIOI f EX15TIN6 ROOF CONSTRUCTION TO REMAIN TURN MEMBRANE ROOFING UP PARAPET WALL INSTALL RE6LET FLA5HING BALLASTED MEMBRANE ROOFING OVER RI61D INSULATION 7 STEEL ROOF DECK 5TRUG. D 8' STANDARD CMU. #5'S VERTICAL ® 4'OL,, GROUT GORES FULL. OPEN WEB STEEL J015T5. 5EE 5TRUG. DWG5. — CONT. STEEL ANGLE ANGPC-RED INTO CMU (5EE 5TRUCT. VW75) — STEEL 13EAM d PLATE LINTEL OR PRECAST GONG. LINTEL (5GORED W/(,MU PATTERN) AS REQUIRED. OVERHEAD DOOR TRACK d DOOR PER SELECTED MFR. CORNER BLOCK UNIT GMU AT JAMBS (EA. 51DE OF OPENING) ADDITION EXISTING CMU WALL TO REMAIN. EXISTING CONCRETE ROViDE FLOOR 5LA13 TO REMAIN IEATHER5TRIP/ SEAL D CONTAIN WATER IN IA5H BAY AREA NEW CONCRETE FLOOR SLAB - SEE I/A3 ,�3/4°=T-0. NOTEREFER TO WALL 5EGTION #1 GENERAL CONSTRUCTION NOTES AND DIMENSIONS AL50 TYPICAL OF THIS WALL SECTION. WALL 6ECTION �A 3P14 TOP OF CMU - ., I E NOTE. REFER TO WALL SECTION #1 GENERAL CONSTRUCTION NOTES AND DIMENSIONS AL50 TYPICAL OF TH15 WALL SECTION. 3 �u1 5 C. SIN S NOTE. REFER TO WALL SECTION #1 GENERAL CONSTRUCTION NOTES AND DIMENSIDN5 AL50 TYPICAL OF THI5 HALL 5ECTION. 2 SECTION A 3/4"=1'-O" U METAL WALL GAP t TREATED WOOD 2X TURN MEMBRANE ROOFING UP PARAPET WALL UNDER METAL WALL GAP/FL5H65. BALLASTED MEMBRANE ROOFIN6 OVER R1610 INSULATION OPEN WEB STEEL J015T5.5EE 5TRUG. DW65. STEEL ROOF DECK (SEE 5TRUC. DW65) BOND 13EAM (CONTINUOUr) (2) #5�5 INTERIOR 5TEEL BAR5 FULL HEIGHT OF WALL AND GROUT GORES FULL (5EE 5HT F2) 8Xi6 SMOOTH CMU. INSTALL HORIZ. METAL REINFORCING FULL WIDTH OF WALL EVERY THIRD C01R5E. FILL ALL AVAILABLE GORES WITH FOAM INSULATION • ! 110 =C==C= �=em% isem/ /seems/ .Mrm. /sem/ /sem/ SECTION J0151 BEARING )" A.F.F. OF FLR 560 3rd Avenue SW Carmel, IN ARCHITECT assoiates ARCHIT CTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CONSTRUCTION 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMPA. No. ' _*• 910103 *= STATE OF AJA CH I TtiU 77, REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEH 8/3/01 STATE FILING DRAWING WALL SECTIONS PROJECT NO. IIS SHEET DRAWN BY BAS IA' 3 CHECKED BY BAB ISSUE DATE C3I3I°JI 4 CONT. 1142'5TEEL GUARDRAIL AT LANDIN6 STEEL CHANNEL STAIR 5TRIN6r--R COW. 1 Y2' METAL HAN YV I4 PAI SECTION HANDRAIL 6' MAX. SPACE FAIR STRINGER ,14ECKER PLATE Hf;?DWf;M. LEGEND ENTRAW-E/OFFICE LOCK R&4-13IMON LOGKI%. PU5HIW7 BUTTON LOCKS OUT51DE LEVER UNTIL UNLOCKED WITH KEY OR 13Y TURNING INSIDE LEVER. I OPENING SCHEDULE DOOR 5CHEDULE HARDWARE SETS SET NO. I DOOR / HARDWARE NOTES - I ENTRANCE LOCK5ET 1) ALL DOOR HARDWARE TO BE - I CLOSERS LEVER HANDLES ViHIGH MATCH - 3 HIN6E5 E)(6TI% HARDWARE FINISH - I THRESHOLD UNLE55 NOTED OTHERY'115E. - HEATHER5TRIP 2) STEEL DOOR FRAMES TO BE 1 OOA 1-5'-O'W 00 HEAVY 6,AVC-E STEEL PAINTED I.M. D2 3 / A4 PER TENANT'S 5ELECTIOK OPENING SCHEDULE DOOR 5CHEDULE NO. SIZE DOOR FRAME HRDWRE. SET REMARKS MAT'RATING MATL. JAMB HEAD 100 13'-0" 00 X 7-0-- I.M. D I MTL. I / A4 2 A4 1,2 1 OOA 1-5'-O'W 00 X 9'-4-'H O.H. I.M. D2 3 / A4 1,3,4 101 0 E45TING O.H. 5 10 1 A IOIA rO2A EXISTING 15 102 102 M5TING O.H. 5 1 102A EXISTING 5 1025 EXISTING 5 ABBRWATInN.9, RFMARK5i-- MTL METAL 1.),INSULATED H.M. HOLLOW METAL 2.) PROVIDE LOCK WE). WOOD- 501-11) CORE, BIRCH 3.) PROVIDE ELECTRJC OPERATOR. AL. ALUMINUM 4.) SEE EXTERJOR, ELEVATIONS GL. GLA55 REMAIN AS 115 O.H. OVERHEAD DOOR I.M. INSULATED METAL DOOR ELE IONS 1/4'=I' -O" — D2 INSTALL #55 VERTICALLY (RU HEIGHT OF WALL) IN EACH CORE OF O.H.D. JAMB FOR 24" MEASURED HORIZONTALLY. 6ROUT EACH CORE FULL vor Lj OVERHEAD DOOR TRACK 2" OVERHEAD DOOR NOTE. VERIFY E)ImEN5106 YV DOOR O.H.D. MFR. JAM�'w -0lw_TAI O.H.D. 3/4"=, �',oil 1W selw DI ro 170 'A' A �W ; . -V SEALANT I I �I JAM5 DETAIL A�4 3/4"= I'-0" PRECAST GOW,. LINTEL SEALANT (BOTH 51DE5) H.M. FRAME DOOR (SEE 5CH) HEAD DETAIL 3/4"=1'-0" 560 3rd Avenue SW Carmel, IN ARCHITECT a s s o c i a t e s ARCHITE—CTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CON STRUCTI ON 1445 BROOKMLLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP ... A No. 1310103 SWE OF fill I REVISIONS MARK DATE ISSUED FOR 8/2/01 01,41NER REVIEW 8/3/01 STATE FILING DRAWING MISCELLANEOUS ARCHITECTURAL PROJECT NO. jib SHEET DRAWN BY f3AI3 A 4 CHECKED BY BAB ISSUE DATE 845/01 i 4 i" IASON R*r MOTES I. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TH THE LATEST EDITION OF THE 15PECIFICATION FOR CONCRETE MA50NRY GON5TRUGTION" (A6I531.1) 2. CONCRETE RA50NRY CONSTRUCTION SHALL HAVE A MINIMUM COMPRE59VE 5TREN6TH (I"m) OF 1500 P51 AT 28 DAYS. 3. MORTAR SHALL BE TYPE M BELOW GRADE AND TYPE M OR 5 ABOVE GRADE PROPORTIONED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM G 210 OR G 41b. 4. REINFORGIN6 STEEL FOR BOND BEANS AND VERTICAL BLOCK GORES SHALL BE DEFORMED BARS OF NEW BILLET STEEL COMPLYING WITH ASTM A b15-0 AND HAVING A MINIMUM YIELD 5TREN67TH FO 60)00 P51. 5. UNLESS OTHERWI5E NOTED, MA50HRY CORES "-ERE SPECIFIED ON DRANING5) AND BOND BEAMS SHALL BE FILLED WITH CONCRETE MEETING THE FOLLOWING REQUIREMENT5: MINIMUM 2500 P51 25 -DAY GOM'RE551VE 5TREN&TH WITH 3/4" MAXIMUM A66RE6ATE AND T MAXIMUM 5L.UMP. FOUNDATION PLAN NOTES: I. 5EE SHEET F2 FOR BOTTOM OF FTG. ELEVATION. 2.5EE FOOTING SCHEDULE FOR FOUNDATION DETAIL IDENTIFICATION UNLE55 NOTED OTHERWI5E. FOUNDATION NOTES I. FOUNDATION DE516N5 BASED ON LOADS PROVIDED BY INLAND BUILDINGS, INC. 2. STRIP FOUNDATIONS ARE SIZED BASED ON AN ALLOWABLE 501L BEARING PRE55URE OF 1500 P5F. 1501-ATED FOUNDATIONS ARE SIZED BA5ED ON A 2000 P5F ALLOWABLE. A SOILS ENGINEER SHALL INSPECT ALL FOUNDATION EXGAVATION5 AND CERTIFY THAT THEY ARE ACCEPTABLE. 3. COORDINATE ALL ANGHOR BOLT LOGATION5 AND 5PAGING5 HTH INLAND BULDING5, ING. PRIOR TO ( ASTIN6 FOOTINGS. CONCRETE NOTES I. ALL CONCRETE TO TEST Fc = 4000 P51 IN 5TANDARD TEST CYLINDERS. 2. ALL CONCRETE FOR FOOTIN655 AND PIER5 SHALL BE NORMAL YEIGHT 150 PGF. 3. ALL FOOTING ELEVATIONS ARE TOP OF FOOTING (T/F) AND ARE REFERENCED TO FINISH FLOOR ELEVATION 100'-0". ALL FOOTIN65 TO BEAR ON UNDISTURBED 501L OR ENGINEERED FILL. IF 501L AT BOTTOM OF FOOTING AS DETAILED 15 of QUESTIONABLE BEARING VALUE, THE ARCHITECT AND SOIL5 ENGINEER SHALL BE NOTIFIED AT ONCE. 4. ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING BARS SHALL BE IN AGC,ORDANGE WITH THE LATEST AGI CODE AND DETAILING MANUAL OF PRACTICE. 5. ALL REINFORGIN6 BARS TO HAVE DEFORMATIONS PER A5TM A b15 AND MINIMUM YIELD OF 60)00 P51. b. MINIMUM CONCRETE COVERS FOR REBAR5: FOOTINC75 31NCHES WALL5 2 INCHES 5LAB5 ON GRADE MID -DEPTH 1. LAP ALL SPLICES AND CORKERS 30 BAR DIAMETERS 02' MINIMUM). 8. ALL ENGINEERED FILL BENEATH FLOOR SLABS AND OVER FOOTING SHOULD BE COMPACTED TO A DENSITY OF C13 PERCENT MAXIMUM DRY DENSITY IN ACCORDANCE WITH A5TM DEN5ITY TEST 0-1551. TO A55URE THAT ALL 5TRUGTURALLY LOADED AREAS ARE ADEQUATELY COMPACTED, IT 15 RECOMMENDED THAT A DENSITY OF G5 PERCENT MAXIMUM DRY DENSITY (IN ACCORDANCE HITH A5TM DENSITY TEST 0-1551) BE OBTAINED IN ALL FILL PLACED UP TO THE BOTTOM OF FOOTING ELEVATION. THE COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN LAYERS NOT EXCEEDING b INGHE5 IN L005E LIFT5. EACH LIFT SHOULD BE UNIFORMLY COMPACTED U51N67 5UITABLE EQUIPMENT FOR THE MATERIALS COMP051% THE FILL. FOOTING SCHEDULE 8 REINFORCING, DETAIL HFI I' -&"X2' -4"X CONT. (E30TT 5 1/5HT. F2 PROJECT New Building Addition For MACK PRESS 560 3rd Avenue SW Carmel, IN ARCHITECT asso sates ARCHIT CTLIRE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CONSTRUCTION 1445 BROOKVILLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP No. * 910103 SWE O .,CN'I T r ISIONS K DATE ISSUED FOR 8/2/01 OWNER REVIEW 8/3/01 STATE FILING DRAWING FOUNDATION PLAN & NOTES PROJECT NO. IIS SHEET F DRAWN BY BAB CHECKED BY BAB ISSUE DATE 8/3101 #4's ® 48" VERTICAL ' • SXBXI& 5MOOTH CMU 5EE • BLD6. ELEVS. TO 5EE LIMITS • OF EXP05ME ABOVE GRADE. GONGRETE SLAB (5EE SHEET DOVdEL GMU INTO THIGKENED F 1 4 DTL. #1 / F2) • SLAB 100'-0" A.F.F. • TOP OF FLR • SLAB • EXTERIOR GRADE o w� ~ m - .• #4 BAR 4' O.G. 4 EXTEND r`,: ; . -: • • .. _ .: UP TO 5EGOND GOUR5E LU u -'I z Fz- w .,. •• : • ABOVE CONCRETE FLOOR ' :. 5LAB LL wO w X :...'•;..''.. GONG. FTG. A5 5HOWN. 5EE ` •' FOUNDATION 5GHEDULE FOR 51ZE 4 BLDG. ELEV5. FOR 5TEP5 IN FOOTING. STEEL REINFORCING (5EE5EE OOTIN6 FND. 5GHEDULE) YV 01 PULE O Q Uj Uj w mC, J W w �U L Z INTERIOR OUT5I0E FACE OF STEEL 1/2" 61RT5 1/2" X 1/2" CHAMFER N' el� FF •• • •' OF mom 5LA13 !� G 5EE LIHT5 S OF EXP05ME ABOVE ii -:•' -b - GRADE 4 DOYrEL ® 1, O.G. (2 ,. MINJDOOR) ' ` • GONG. FTG. A5 5HOWN. 5EE • ` '` : ' FOUNDATION 5GHEDULE FOR 51ZE 4 BLD6. ELEV5. FOR f;. ".:''�' • 5TEP5 IN FOOTING. O5EE =00TIN6 WFC 5GHE PULE 01 NOTE: REFER TO WALL FOOTING DETAIL #1 FOR NOTE -5 AND DIMEN51ON5 AL50 TYPIGAL OF TH15 DETAIL r4" 5LAB DEPTH MIN. 5AW AK BY G.G. ; 011NER TO GAULK. 100'-!0"� TOP OF FLR� 5LAB PROJECT New Built ng Addition For MACO PRE":� 560 3rd Avenue SW Carmel, IN ARCHITECT assoiates ARCHIT CTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CON STRU CTI ON 1445 BROMALLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP 0%%11 A lA. lll,,��', No. *= 910103 *= STALE OF CHlTtiG REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEW 8/3/01 5TATE FILING DRAWING FOUNDATION DETAILS PROJECT NO. 118 SHEET DRAWN BY BAB F 2 CHECKED BY BAB ISSUE DATE 8/3/01 BUILDING ADDITION STEEL BEAM (WWX7) OR PRECAST CONCRETE LINTEL 5TEEL ANGLE AS REWIRED PRECA5T CONGRETE LINTEL SCORED W/ CMU PATTERN TO SUPPORT RTU SPECIFIED SCORED PV GW PATTERN r FON 5HEET MI. I I I I I I I I I I I I I I I I I I I 11 I 0 DONT. 4X4 STEEL ANGLE FA5TENED TO CK WALL W/ EXPAN51ON ANGHOR5 ® 4'-0" O.G. 95'-0" 20K5 OPEN WEB 5TEEL JOIST5 A 5'-0' O.G. 0 CONT. 4X4 5TEEL ANGLE FASTENED TO GMU WALL W/ EXPAN51ON ANCHORS ® 4'-0' O.G. �_ , I w_ ® . NO I. 5TRUCTURAL STEEL 51ZE5 t DE516NATION5 ARE PRELIMINARY AND NOT FOR CON5TRUGTION. FINAL DE516N WILL FOLLOW AT A LATER DATE. EXI5TIN6 BUILDIW'7 T 560 3rd Avenue SW Carmel, IN I_TsA:ri M ass o iates ARCHITECTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CON STRU CTI ON 1445 BROMALLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 STAMP TERF�.!PiP�� NO. ' SME of CH IT 777 REVISIONS MARK DATE ISSUED FOR 8/2/01 OWNER REVIEW 8/3101 STATE FILING DRAWING ROOF FRAMING PLAN PROJECT NO. I18 SHEET DRAWN BY BAB CHECKED BY gAB3 ISSUE DATE 8/3/01 1500CJ1500 M�\_24'XIO'%PPLY DIFFUSER (4 ) 36"X36" CONGENTRIG SUPPLY PLENUM 341"X14" OPEN RETURN PLENUM l LINE OF RTU -1 L-------------- ONEW I" GAS PIPING TO EX15TIN6 METER GENERAL NOTES: 1. EQUIPMENT AND DEVICE LOCATION UNLE55 DIMEN51ONF-D ARE APPROXIMATE AND NOT INTENDED TO BE SCALED. ALL EQUIPMENT AND DEVICE LOCATIONS WILL BE COORDINATED IN THE FIELD WITH THE GENERAL CONTRACTOR AND THE ARCHITECTURAL DRAWIN65. 2. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER CONTRAGTOR5. 3. CONTRACTOR SHALL VERIFY ALL EXI5TIN65 CONDITIONS PRIOR TO INITIATING WORK. 4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN 5TRIGT ACCORDANCE WITH ALL LOCAL AND NATIONAL GOVERNING CODES. 5. CONTRACTOR SHALL INSURE ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. 6. THERMOSTAT LOCATION 15 TO BE DETERMINED BY THE OWNER AND CONTRACTOR. INSTALL 4'-8" ABOVE FINISHED FLOOR. 1. FLEXIBLE DUCT WORK LENGTHS SHALL NOT EXCEED 5'-0" OVERALL. 8. ALL EXHAUST VENT5 TO TERMINATE 10'-0" MINIMUM FROM ALL HVAG EQUIPMENT. q. AIR BALANCING TO BE PERFORMED BY TH15 CONTRACTOR. 10. INSTALL BALANGING DAMPERS AT ALL BRANCH DUCT STARTER GOLLAR5. II. THESE DRAHING5 ARE DIAGRAMMATIC AND REPRESENTS THE INTENT OF THE EGUIPMENT, DEVICES, ETC. TO BE CONNECTED. CONTRACTOR SHALL INSTALL ALL ELEMENTS A5 REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 12. INSTALL ROBERT 5HAW IN -DUCT SMOKE DETECTOR #DHIOOACDCP IN ALL EQUIPMENT MOVING 2000 GFM OR GREATER. NO WORK TH15 AREA I I NO WORK THIS AREA SOUS: ® THERM05TAT CONTROL. ® HART d COOLEY # 821 SUPPLY AIR DIFFUSER. 100 DESIRED CFM. EQUIPMENT: TAG: RTU -1 MANUFACTURER: TRANE MODEL: YGD120B3HOG/I3 BTU HEAT: 250,000 BTU COOL: 120,000 ELECTRICAL: 208/23013/60 AMPS: '70 MGA: 56 CFM: 4,000 NOTES: RTU -1 TO BE EQUIPPED WITH 0-25% MANUAL OUTSIDE AIR DAMPER. i 560 3rd Avenue SW Carmel, IN ARCHITECT asso iates ARCHIT=ECTURE 120 E. Market Street Suite 1200 Indianapolis, IN 46204 317.631.2146 317.631.2145 fax bruceberry@babassociates.com GENERAL CONTRACTOR CONSTRUCTION 1445 BROWALLE WAY, SUITE G INDIANAPOLIS, INDIANA 46239 MECHANICAL CONTRACTOR HEATING AND AIR CONDITIONING, INC. 4115 E. 10TH STREET INDIANAPOLIS, INDIANA 46201 STAMP * 910103 •*= 5TAnor f' H I T', REVISIONS MARK DATE ISSUED FOR 8/2101 OWNER REVIEW 8/3/01 STATE FILING DRAWING HVAC PLAN SCHEDULES PROJECT NO. j18 SHEET M 1 DRAWN BY BAB/LHC CHECKED BY BAj•3 ISSUE DATE 812/Oj •y •"Y i CONSTRUCTION PT.ANS FOR o MA C 0 PRESS UTILITY CONTACTS RICK McCLAIN Cinergy 1441 South Gilford Carmel, IN 46032 Telephone. 581-3052 FX: 581-3031 CHUCK SHUPPERD Indiana Gas Co. P.O. Box 1700 Noblesville, IN 46060 Telephone: 776-5597 FX: 776-5553 MARY SCHULTZ Indiana Gas Co. P.O. Box 1700 Noblesville, IN 46060 Telephone: 776-5567 FX: 776-5553 JEFF RICE Ameritech 5858 North College Avenue Indianapolis, IN 46220 Telephone: 252-4274 FX: 252-5000 VICINITY MAP *Not to scole PAM WAGGONER Indianapolis Water Company P.O.Box 1220 Indianapolis, IN 46206 Telephone: 263-6452 FX: 263-6452 KEVIN WALKER Indianapolis Power & Light Company 3600 N. Arlington Ave. Indianoplois, IN 46218 Telephone: 261-5265 FX: 261-5201 SHARON PRATER Panhandle Eastern Pipeline Co. P.O. Box 38 Zionsville, IN 46077 Telephone: 733-3213 FX: 733-3204 560 3rd. Avenue Southwest Carmel, Indiana Clay Township Hamilton County Section 18, T18N, R3E SITE T i` �� 261.0' I APP W %P/r APP X' htt/W /M -OM A94,Et 7 of ^ g Avoposm AXV 17CM f Mo.+ I I W z — ----_ 259.8 crisr an Not to Scale PUBLIC OFFICIALS DICK HILL Dept. of Engineering One Civic Square Carmel, IN 46032 Telephone: 571-2441 FX: 571-2439 LAURENCE LILLIG Dept. of Community Services One Civic Square Carmel, IN 46032 Telephone: 571-2417 FX: 571-2426 JEFF KENDALL Deputy Building Commissioner One Civic Square Carmel, IN 46032 Telephone: 571-2444 FX: 571-2439 GARY HOYT Office of Fire Chief, Fire Station #1 Two Civic Square Carmel, IN 46032 Telephone: 571-2600 FX: 571-2615 BILL AKERS Carmel Communications 31 First Avenue NW Carmel, IN 46032 Telephone: 571-2580 FX: 571-2585 MICHAEL FOGAR TY Office of Police Chief Three Civic Square Carmel, IN 46032 Telephone: 571-2500 FX: 571-2512 STEVE CASH Hamilton County Surveyor Office One Hamilton Square, Suite 146 Hamilton County Judicial Center Noblesville, IN 46060 Telephone: 776-8495 FX: 776-9628 JOHN SOUTH Hamilton County Soil & Water Conserv. 1108 South 9th Street Noblesville, IN 46060 Telephone: 773-1406 FX: 776-1101 PAUL PACE Carmel City Utilities 130 First Avenue SW Carmel, IN 46032 Telephone: 571-2648 FX: 571-2653 ALSO: BRIAN HOUGHTON Jones & Henry 2420 N. Coliseum Blvd., Suite 214 Ft. Wayne, IN 46805 PON FARRAND Cormel/Cloy Schools 5201 East 131st, Street Carmel, IN 46033 Telephone: 844-9961 FX: 844-9965 L. JOE COOK Hamilton County Sheriff Dept. 18100 Cumberland Road Noblesville, IN 46060 Telephone: 773-1872 FX: 776-9835 BARRY MCNULTY Hamilton County Health Dept. Hamilton County Judicial Center, Suite 30 Noblesville, IN 46060-2229 Telephone: 776-8500 FX: 776-8506 JOHN LESTER Carmel/Clay Pork Dept. 1055 Third Ave SW Carmel, IN 46032 Telephone-, 848-7275 FX: 571-2468 ROBERT HENDRICKS Hamilton County Local Emergency Planning Committee 18100 Cumberland Rood Noblesville, IN 46060-1624 SCOTT BREWER Dept. of Community Services One Civic Square Carmel, IN 46032 Telephone: 571-2417 FX: 571-2426 INDEX SHEET NO. DESCRIPTION GENERAL NOTES All dimensions of pavements are to edge of pavement or face of curb unless otherwise noted. All dimensions are parallel and perpendicular to the base lines, property lines and or building lines unless other- wise noted. All radii indicated shall be formed as circular arcs All areas where the existing pavement or pavements ore damaged during construction from heavy traffic or equip- ment, fuel oil, oil, gasoline, etc., by the General Cont- ractor, Subcontractor, or Suppliers, shall be reconstructed to it's original condition. The contractor shall verify oil dimensions and elevations prior to commencement of construction. If any discrepancies ore found on the engineering plans the contractor shall immediately notify the engineer. All proposed spot elevations are the final top of pove- me,r�", top of curb or final grade elevation. To determine the subgrode elevation required below a proposed finished elevation, see the appropriate detail. Proper precautionary steps must be token during the entire construction schedule to alleviate such damage to subsoil from heavy construction equipment All construction methods and materials must conform to current standards and specifications of the Federal, State, Count;. City or Local requirements, whichever has juris- dic.} )n. Bearings, dimensions and easements are shown for reference only See record surveys and plats for exact information. See architectural plans for details of buildings and building dimensions. `,!! narking ureas to be curbed with chairback curb or integral curh and walk as shown. The Contractor shall be responsible for obtaining or verifying that all permits and approvals hove been filed for and are valid and in -force from the respective city, county, state, and federal agencies prior to starting construction. It shall be the Contractors responsibility to determine the exact location of all existing utilities in the general project area prior to beginning construction. It shall be the Contractors responsibility to notify and coordinate all construction with respective utility companies. The Contractor also pay oil required fees and costs. It shall be the responsibility of the Contractor to maintain quality control throughout the duration of construction. Failure to do so may result in the engineer requiring that the defective work be removed and replaced. All work will be performed in accordance with these plans and specifications. Any and all changes to these plans and specifications shall be approved by the engineer in writing or said changes will be subject to removal and replacement at no cost to the developer. The contractor shall be responsible for verification of oii plan quantities and plan dimensions as shown herein. C100 COVER SHEET / LOCATION MAP 1 OF 1 TOPOGRAPHIC SURVEY 0101 SITE DEVELOPMENT PLAN C102 GRADING & EROSION CONTROL PLAN C103 MISCELLANEOUS DETAILS AND SPECIFICATIONS N 'e<�.*or erstone a urveys, 51161 N. nc•Shodabnd Ave., Bunte 200 "&RA #, iWe" 40216 tiff) 60"700 FAX. 602-0800 L09 - Holey Holey Maey, Boys.--- "DON'T oys."DON'T DIG B INC)" Cyl Mon%Ijy through Fr,oay-7 AM to E PM 1 -800 -U2 -S544 t -WO -42E-5200 % hn Ino,Wo 0utao. M&W PER INDIANA STATE LAW 15-69-1991, IT 15 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK TITLE SHEET DATE DRAWN BY CK'D BY JOB NO CERTIFIED BY: 07/07/01 RML MAS 01-155 `-�� `�:' i?j�°°., ., MACO PRESS i REVISIO S T 09/01/01 RSV PER TAC COMMENT LS:�� ;,on 1 � ¢ � 560 3rd. AVENUE SOUTHWEST A;Rf 'r CARMEL INDIANA rI G. •' / !. 1 `ice SHEET. C100 Grcte Inlet T C EI I n % EI. 813,1—RCP(r,,i Ir -v EI. 833 t,,.,F;_Fi i II 1. - � Corn Prc�-1 Eu;!di� t' I �. u% "We,hr' Debar found Scale.- 1 20' Y. ti 261.0 - �5 l cC P�—� [ g �e',� C { & ti�a� r,�5 • 24' #5 Capped Rebar .� �orcge Rebar found no cop I< � w i r 838 L Power Pole w/ Ligh t r �_ vl, Grote inlet -- -+ • I t LL Water Meter I r— 7 ? b 1 / a ._ - Gas Meter Water Line Z Underground Teieph-_ nF Peoe�tnl Gas Line Q Underground Telephone Line / -Cn Ditch Flowline ti� tri 'st 4,000 sq ft t1 01 CID- 1, 1 ty E?;,cr I �� I � � W Note: Edge �` �ti'�.'_� zLmr�♦e��i�u E?ui dire �j� g4' 6�The locations of existing underground utilities shown �,n this plan are based on above ground evidence only, including, but not ,�F-F 839.0 �� o = z limited to, manholes, meters, valves, and marks made by others. � t- % ' W71 I C'3 Q K W App_3�' QfIlk w > YI Y fLA 0� 250.8 �� ,� Top of Fcink 5 F� ti C g' Rebar ound 1, O s/b' Rebor f D and ----`_ RETIO'� FOt'JD t- �j 9- j — Edge = ` Water LEGAL DESCRIPTION per Ceed Bask L87 Page 745 Part of the Southeast Quarter of Section 25, Township 18 North, Range 3 East in Clay Townxhip, Hamilton County, Indiana, more porticularly described as follows, to -wit: TRACT N(D. '•F" : Beginning at an iron stake 1466.7 feet West and 594.0 feet North of the Southeast corner of the Southeast Quorter of Section 25, Township 18 North, Range 3 East, thence North on and along a fence line 115.0 feet to an iron stoke, thence East 261.0 feet to on iron stake on the West line of 3rd Avenue Southwest in the town of Carmel, Indiana-, thence Southerly on and along the West line of said 3rd Avenue Southwest 110.4 feet to an iron stake; thence West 259.6 feet to the place of beginning, containing in all 0.67 acres more or less. "DON'T DIG 15iN " Can YOMOy tlwo qh ir4or-7 AM 1G 6 PM t-WO.362-5544 1.500-426-5200 NNO W4.0" 0-t4iM 1'4701'C0 PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. FLOOD HAZARD STATEMENTS NreC - S' -- C Ur-=ertclin, v ana tc_-ir;y ^ther Un,-ertvinty r. eievation or -_Cr,mur�'v Pcn�--I C) C). 1 j, ?i e --od !nsur,�nce Rate"3ps, efa ate "",ay 19, , a? !4C;TE J'' IJO OF) rdFRS WERE SET BENCH MARK DATA Bl' CITY OF CARMEL ESTABLISHED B)' WOOLPERT, LLF Top of costing of a manhole behind the sidewalk at the Northwest corner of Third Avenue Southwest and City Center Drive ELEV, 836 51 T B M. — Spike set in power pole with overhead light near the Northeast property corner of site ELEV. 840 69 coo °"~" ~°*r/^"to«"= .~�� .PER INDIANA STATE LAW IS -69-11"I. IT ISAGAINST THE LAW TO EXCAVATE WITIMTNOTIFYING THE UNDERGROUND LOCATION SERVICETWO (2) WORKING DAYS BEFORE COMMENCING WORK \ ! B|ock ' + i Cornnne/cio| Eui|dmg � |' / | �os;^` . , | */�iheRcbur /ownU (gro��) \' ` , `/ ' ` (f- qcn' (o�avp:/ .PROP. 2'9CL;L�,URB & GL T7ER �61 ~, /g`o.c': 'rsrh) . ` [ /C 2; Scale.- 1 ^= 20 ' TO REMA IN | PROP.24^�'URB__ - -i / LEGEND ` | ^ 4124 #5Capped Rcbor Rebar found nocap Power Pole w/ Light L/l EEB Grote Inlet LIJc VVntcr Meter 3: r Gas Meter 21.4 ``~'` *� Underground Telephone Pedestal �m — --- - ----- �_ _w- #aterLine PROP. KNOX as Line -uGT- Underground Telephone Line PROP. /7 CONC. RE T4NINGLL --�- `-~ | �� -- -- Ditch F|ow|ine E^/st ''OOO ~y ft |� || Notete PROPOSED BUILDING ADDITION1-StB'~`'The locations of existing underground utilities shown on this plan Connercio| B�' Edge of Viter . . | are based on above ground evidence on|y, including, but not limited to, manhole S, rnete,n, vo|ves, and marks made by others. LLJ | | | |U Aro i | | U App, To� of Dc -1, PROP CURE C3 INSTALL CONS TPUC TION FENCING CURB PENING REES '_-- ounn , �`.' Top of Bank 'B Re�or f -.---_ RETENT|D� POND ` \ `- Edge of VVoter NOTE �OUND4F` �5SH0YVN |� FD� )NF��K4�T|�� ONLY NO[DF�ERS�E�E�[� SE QUENCE OF, CONSTRUCTION OPERATIONS EROSION PREVENTION STEP #1 o |N9IALLSILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY STEP#2 o CLEAR AND GRUB SITE AND REMOVE EXCESS SOIL FROM SITE b.CONSTRUCT BERM c. SHAPE PARKING LOT BUILDING PAD AND CONSTRUCT DRAINAGE INFRASTRUCTURE STEP #3 o SEED ROUGH GRADE AREAS THAT WILL NOT B[PAVED b CONSTRUCT BUILDING AND PARKING AREAS STEP #4 aAPPLY TOPSOIL AND FINE GRADE TO PLAN ELEVATIONS h. FINAL SEDD|NCSHALL BE DONE NO MORE THAN SEVEN DAYS AFTER FINAL GRADING EROSION CONTROL LEGEND (A) install erosion netting on all disturbed areas not to be immediately paved. (a Install seeding per Seeding Chart on all areas not to be immediately paved. (D Install silt fencing / the lower edge of all disturbed areas not to be immediately paved, BENCH MARK DATA BYCITY QF CARMEL ESTABLISHED BY WOOLPERT' LLP Tun of costing of manhole behind the sidewalk at the Northwest corner of Third Avenue Southwest and City Center Drive. ELEV. 83651 T.B�M~' Spike set in power pole with overhead light near the Northeast property corner of site. ELEV. 840.69 �rote Inlet / TIE| 835OFj / inv. E| 833l~'��^PCP(N) ' . | ' in, [i � �33l~l� [F(S / / / ' FEA/}fEP PROP PA T �� REO `\ / � / ^VVeihe^�e�or /nuro CR0WYVPROP. PAVEMENT 'n E��2� 9 F EV D�� '~ `f,� ' /4'OF //~PkC PIPE @ /.O7. 0VK El 8,34-94/8V/ INV EL. 8,34.8 (OUT) PROP 2'BfRM--' SEE OE TA IL BEL 0 W Edge of VVoter To�I �/Eonk //D'OFSIL 7FENCE REQ /7 ,�� ' ~ `~ .,�� ,~ ` ' (os� ' ~ . ��f��AL7�r ` | ` ,/' -�� . . ~. ~~^" 1'S�vosFr �W 's Pet -.r lound-" 77— LLJ L141 r, 1 -Sty Block LLJ PROPOSED BUILDING ADDITION 4" JOS YS. WRA tK Ljj 8361 83 83 woods) / '^~ ----- -c / -----_- RETEI`�,t`/`�:] � ` \ � ~D&Wf -D|--' _^- ~ ^= Monday Jhr^*r°"w,'=to"~° 1 -9W -352-S544 1-800-428-5200 WIN. kl4ioft Owtvide Indio,* P" IFOANA STATE LAW IS -69-1991, IT IS AGAINST 111KE LAW TO EXAVATE WI THOU T NOTIFYING THE UNDERGROLIND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. NOTE BI 7LAP i' AS 5HWN /SFDAT�� O4DCOF�)EP W[RE 'SET Scale- 1^= 20 ' LEGEND 9 24. #5 Copped Rebar Found 0 R*bo, found nocap a Power Pole w/Light EF, Grote Inlet � Water Meter F Gas Meter 4D Underground Telephone Pedestal A- Water Line -'� Cos Line -��- Underground Telephone Line -- -- Ditch F|ow|ine Proposed Spot Elevation `.I Exist. Spot E|evotioo Note The locations of underground utilities shown on this plan are based on above ground evidence only, inc|uding, but not limited to, rnonho|en, rnrters, vo|wno, and marks made by others EROSION CONTROMAINTENANCE EROS/ON CONTROL BLAINKE7 1 DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET 2 IF ANY AREA SHOWS EROSION, PULLBACK THAT PORTION 0F THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, ANDRE'LA\ AND STAPLE THE BLANKET I AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED ARE�PERIODICALLY. PE-FAIA»EN7 1 INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENT'S. UNTIL THE STAND |5SUCCESSFULLY ESTABLISHED. Z PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING T0 90|L TEST RECOMMENDATIONS. J RE�A|�DA��[[.B4RE.VR�pAR�[ AREA�E' F!LL!�[A�' �i/LL|E3.RE FERT|L\Z\NC.0V[R 0RRE 5[ED|MG. AND MULCHING. c/ 3, FENCE I. INSPECT THE SILT F[NCE/EROS0N BERM PERIODICALLY AND AFTER EACH STORM EVENT 2 IF FENCE FABRIC TEAA3, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES !NEFFECT|V[.REpLA[E THE AFFECTED PORTION IMMEDIATELY J REMOVE DEPOSITED SEDIMENT WHEN |TREACHES HALF THE HEIGHT OF THE FENCE ATITS L0WE�TPU|NT OR IS CAUSING THE FABRIC TO BULGE 4 AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. o W OUTSIDE DIAMETER X , .., ✓ `a .`J ti `r 4 SOIL PAVEMENT SUB - GRADE, ? vyT.r �0 ENSURE _ IN D INSIDE DIAMETER d -DEPTH E I GROWTH IF NOT POST r > j UNDER PAVEMENT 4 CIA W000 OR 1 133 LBS/FOOT STEEL 10' MAX SPACING 0d(MIN) 1 125 Bc . 12 (MIN) I T Tl WIRE FENCE 30 T 60 6 BACKFtGRANULAR EDGE OF PAVEMENT, CURB. 14 GAGE MIN -6.MESH 66 a LARGER6 TERIAL A EOATTER OR SIMILAR STRUCTURE 1 25 MIN SSgPACING (MAX) FASTENED vnrtAryl 1 APL "B" BORROW OR pUly IN THE PUBLIC RIGHT-OF-WAY TIE WIRES, HOG SINGS GRANULAp MATERIAL 1AtY't STAN RTTROCTTa pE� TY FILTER FABRIC ALONG (wKA11 A5 SMN T LENGTH (NC JOINTS) '#4 LAN B,• OUTSIDE DIAMETER BACr FILL NOTSTAPLE WIFE TFENCE ALL E CEALL BEDDINC INITIAL _IJI �c u SHALL BE INSTALLED IN 6" o - DEPTH of BEDaNG ALL BEDDING & INITIAL BACKFILL I I I 1 MATERIAL BELOW PIPE++ 4X4' TRENCH TO -, ! { I r j I I TO 12•' BALANCED LIFTS SHALL BE INSTALLED IN 6' TO 1 B� BACKFILLED BALANCED LIFTS. AN COMPACTED \ MIN 9'• OF CLEARANCE SHALL DOwN- BE PROVIDED ON EACH SIDE u ''� ISLiGER MINjR CRUSHED ONE UPSLUPE SLOPEOF THE INSTALLED PIPE CLASS I GRANULAR BEDDING d • MIN. 9" OF CLEARANCE SHALL r'1-' 1 I�WI MATERIAL 66 ( j [�I % ^H CSE TAIL likk BE PROVIDED ON EACH SIDE OF V "B'BORROW OR EOU1V o THE INSTALLED PIPET GRANULAR MATERIAL d 11 IIT + ! N('T 0 A,_1 S rL)RM PIPE EEDDIN(_ SEC TIC—)N COMPACTED TO STANDARD PROCTOR aV ! =7 ' (NO SCALE) DEN 54T WITHItJ CIF. OR UNDEP. PAVED AREAS c T()RM PIPE EEDOING SEr_ T1 ON �I� i �El�ll� E E�_� Tl(' (NO SCALE) NO ,I:4LE > 5' FROM EDGE OF PVMT REPAIR Ey. P_'v'EME!,i REC F Fir�C GRCUND E� F !. a`✓ RE D STRAIGHT C �_W CRETE C L IFE (NCI SCALE) FINISH GRADE NO GUTTER IN CURB TOP SOIL18' R SLOPE AWAY FROM CURB 18" R I'll I PVMT. F LI COMPACTED —� 131I SACK FILL 24' NTS COMPACTED SUBSOIL CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOVN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and narks made upon the ground by others ) AN ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDCNCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE 1"-H.A.0 SURFACE -H A C BINDER 3"-k53 STONE 3'—N2 STONE COMPACTED GRANULAR SUBGRADE A .SPHA L T PA VI N G SE c, TI N (NO SCALE) STABILIZATION JAN. FEB MAR. APR. MAY JUNE JULY AUG SEPT OCT NOV DEC PRACTICE PERMANENT A •////I////• •/I/� SEEDING DORMANT B B SEEDING TEMPORARY C SEEDING SODDING MULCHING G A - KENTUCKY BLUEGRASS 40 LBS/ACRE: CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE 8 - KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE. PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE C = SPRING OATS 3 BUSHEL/ACRE. D - WHEAT OR RYE 2 BUSHEL/ACRE. E - ANNUAL RYEGRASS 40 LBS/ACRE F = SOD G - STRAW MULCH 2 TONS/ACRE. -/I//- IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER •• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEAONAL SOIL PROTE-,TION CHART *NOTE: RIGHT—OF—WAY SHALL BE SEEDED OR SODDED, AND SHALL ONL Y BE MIX TURE "A " OR "B ", DEPENDING ON TIME OF TEAR STAPLE FATTERN .,D'. 3-1/2 Stop!. r,er sq. yd. using,, 6- incl- . 11 go wire I;.. stoples 8 -incl'; Staple and long -r, may be used for loose soils. 9 go staples may be necessary In hard or rocky soils i 6.C5 EROSION NETTING /SLOPE STABILIZATION EFl )N NE T TIN— (NO SCALE) NOTE *ALL LANDSCAPE AREAS AROUND SITE PERIMETER SHALL BE SEEDED, MULCHED AND ER661ON-PRIOTIECTED •TO., CREATE PERMANENT LAWN AREAS -3Hy 'CONTRACTOR SHALL INSTALL SEELY A'04 ` MULCH PER SEEDING CHART DETAIL. ALL DISTURBED AREAS THAT WILL NOT BE IMWDiATEL-1 IP`A-A1MWP BUILT SHALL BE SEEDED `SILT FENCING WILL BE INSTALLED AR{�p THE X PERIMETER OF THE SITE, DURING ALL RTH MOVING ACITIVITIES. -NO SILT OR 6RQ�; SHALL BE ALLOWED TO ENTER THE S TS- --.._,. -' STORM SEWERS OR SIDEWALK AREAS