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HomeMy WebLinkAbout1CIVIL ENGINEER: AMERICAN STRUCTUREPOINT HVAC DESIGN: VECTOR CONSULTING LLC H-001 HVAC SYMBOLS & ABBREVIATIONS H-201 FIRST FLOOR HVAC PLAN H-202 SECOND FLOOR HVAC PLAN H-203 THIRD FLOOR HVAC PLAN H-204 ROOF HVAC PLAN H-501 HVAC DETAILS H-502 HVAC DETAILS H-601 HVAC SCHEDULES LANDSCAPE ARCHITECT: SIMMONS ARCHITECTS, LLC. ELECTRICAL DESIGN: VECTOR CONSULTING LLC L101 LANDSCAPE PLAN E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS E-201 FIRST FLOOR LIGHTING PLAN E-202 FIRST FLOOR POWER / SYSTEMS PLAN E-203 SECOND FLOOR LIGHTING PLAN E-204 SECOND FLOOR POWER / SYSTEMS PLAN E-205 THIRD FLOOR LIGHTING PLAN E-206 THIRD FLOOR POWER / SYSTEMS PLAN E-207 ROOF LIGHTING PLAN E-208 ROOF POWER / SYSTEMS PLAN E-401 ELECTRICAL DETAILS E-402 ELECTRICAL DETAILS STRUCTURAL ENGINEER: SMITH/ROBERTS & ASSOCIATES, INC. E-501 ONE -LINE POWER PLAN E-502 ELECTRICAL SCHEMATICS E-503 ELECTRICAL SCHEMATICS F101 FOUNDATION PLAN F102 DUMPSTER ENCLOSURE FOUNDATION PLAN F201 FOUNDATION DETAILS F202 FOUNDATION DETAILS AND GENERAL NOTES S101 SECOND FLOOR FRAMING PLAN S102 THIRD FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S104 SCREENWALL / PARAPET FRAMING PLAN S201 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS S203 STRUCTURAL DETAILS S204 STRUCTURAL DETAILS AND GENERAL NOTES S301 BRACE ELEVATIONS AND DETAILS ARCHITECT: SIMMONS ARCHITECTS, LLC. PLUMBING DESIGN: VECTOR CONSULTING LLC - INDEX & COVER SHEET P-001 ELECTRICAL SYMBOLS & ABBREVIATIONS A201 FLOOR PLAN - FIRST FLOOR P-200 FOUNDATION PLUMBING PLAN A202 FLOOR PLAN - SECOND FLOOR P-201 FIRST FLOOR PLUMBING PLAN A203 FLOOR PLAN - THIRD FLOOR P-202 SECOND FLOOR PLUMBING PLAN A204 ROOF PLAN P-203 THIRD FLOOR PLUMBING PLAN A205 ROOF SCREENWALL ELEVATIONS & DETAILS P-204 ROOF PLUMBING PLAN A206 ROOF PLAN DETAILS P-401 PLUMBING DETAILS A207 DUMPSTER ENCLOSURE PLAN, ELEVATIONS & DETAILS P-601 PLUMBING SCHEDULES A208 PLAN DETAILS P-602 PLUMBING SCHEDULES A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTION DETAILS A407 STAIR SECTIONS & DETAILS A408 STAIR SECTIONS & DETAILS A409 STAIR / ELEVATOR SECTIONS & DETAILS FIRE PROTECTION A410 ELEVATOR SECTIONS & DETAILS A501 DOOR SCHEDULE AND DETAILS A502 WINDOW & CURTAINWALL DETAILS Z �w m4clil FOR BIDDING ONLY NOT FOR CONSTRUCTION 06/30/10 13225 NORTH MERIDIAN STREET 4 - CARMEL, INDIANA 46032 PROJECT TEAM--CPDE INFORMATION- CLIENT LOGO OWNER DESIGN BUILDER BUILDING SQUARE FOOTAGE. r� i lnd:land ISG REAL ESTATE INVESTMENTS LLC BROWNING CONSTRUCTION INC. ---- ---- ---- - -- --- -- ------ ----- - FIRST FLOOR 23,475 SQUARE FEET 8402 HARCOURT ROAD 6100 WEST 96TH STREET SECOND FLOOR 18,375 SQUARE FEET jopl'n L SUITE 600 SUITE 250 THIRD FLOOR 18,375 SQUARE FEET � INDIANAPOLIS, INDIANA 46260 INDIANAPOLIS, INDIANA 46278 BUILDING TOTAL 60,225 SQUARE FEET PHONE 317 ???-???? PHONE 317 344-7373 FAX (317) ???-???? FAX (317) 344-7473 ARCHITECT STRUCTURAL ENGINEER SIMMONS ARCHITECTS, LLC. SMITH/ROBERTS & _ASSOCIATES, INC. AREA MAP --- 305 EAST NEW YORK STREET 405 MASSACHUSETTS AVENUE CONSTRUCTION TYPE: INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46204 z = G UN PHONE (317) 656-3500 PHONE - (317) 951-1043 Z A = o f. FAX (317) 656-3501 FAX - (317) 951-2160 �" B W = m = `�- ro U a�S � V d N E Lu LANDSCAPING ARCHITECT CIVIL ENGINEERdy ° i ° �` c v d w C SIMMONS ARCHITECTS, LLC. AMERICAN STRUCTUREPOINT, INC OCCUPANCY: a o 11 305 EAST NEW YORK STREET 7260 SHADELAND STATION ~ " c� INDIANAPOLIS INDIANA 46204 INDIANAPOLIS INDIANA 46256 _M r PHONE 17 - 0 H - B - OFFICE a O (3 ) 656 350 PHONE (317) 547 5580 � ` d ^ o = y , ;✓ �l W E v E G o M ^� '-� a -- U �° d � _ � I � FAX (317) 656-3501 FAX (317) 543-0270 �_" z - M2 -I� �_ _ p 70 "' p a s N - J LtJv �I Ql C C++ Vf aEo HVAC DESIGN ELECTRICAL DESIGN v y' - -- — --- -- - --- — - --- - — F. ;oro 11 N J t C ateE+ o � VECTOR CONSULTING, LLC VECTOR CONSULTING LLC 1005 NORTH SENATE AVENUE 1005 NORTH SENATE AVENUE APPLICABLE BUILDING CODES' °��� INDIANAPOLIS, INDIANA 46202 ,J =,� INDIANA 46202 INDIANAPOLIS, a 3 PHONE - (317) 632-4444 PHONE - (317) 632-4444 a .0 . .g FAX - (317) 632-4960 FAX - (317) 632-4960 2008 INDIANA BUILDING CODE ( 2006 INTERNATIONAL BUILDING CODE) PLUMBING DESIGN FIRE PROTECTION 2008 INDIANA FIRE CODE VECTOR CONSULTING, LLC ( 2006 INTERNATIONAL FIRE CODE) SITE MAP —--- -- - --- - — INDIANA ACCESSIBILITY CODE 1005 NORTH SENATE AVENUE (ICC/ANSI 117.1-2003) INDIANAPOLIS, INDIANA 46202 INDIANA ELEVATOR SAFETY CODE PHONE - (317) 632-4444 ( 675 IAC 21-3 EL VATOR SAFETY CODEEFFECTIVE 12/15/06 ) FAX - (317) 632-4960 , INDIA A ENERGY CONSERVATION CODE (CABO 1992 EDITION) 2008 INDIANA MECHANICAL CODE ( 2006 INTERNATIONAL MECHANICAL CODE) INDIANA ELECTRICAL CODE ( 005 EDITION - NFPA 70-2005) 1999 INDIANA PLUMBING CODE J ( 1997 UNIFORM PLUMBING CODE) o M o 2 08 INDIANA FUEL GAS CODE L ( 2006 INTERNATIONAL FUEL GAS CODE) w Qom p N af O LL n n INDEX DESCRIPTION SHEET No. TITLE SHEET PROJECT,.vs t .,oma h- 0��- o LOCATION'a 1 UTILITY NOTES o� a_ cl X "ji CONSTRUCTION FOR LOCATION MAP SDICTIO PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R/W: CITY OF CARMEL (131ST ST.) (317) 733-2441 INDOT (US 31) (317) 462-7751 INTERIOR STREET OR DRIVE: PRIVATE INTERIOR ACCESS DRIVE WATER: CITY OF CARMEL UTILITIES: (317) 733-2855 SANITARY SEWER/DRAINAGE: CITY OF CARMEL (317) 571-2441 LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773-8495 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION 'EETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. PROJECT REQUIREMENTS: CONSTRUCTION OF A 58,280 S.F. MEDICAL OFFICE BUILDING AND, ASSOCIATED PARKING, UTILITIES,,AND REQUIRED DETENTION FACILITIES. CURRENT ZONING - B-6 (U.S. 31 OVERLAY) PROPOSED ZONING - 8-6 (U.S. 31 OVERLAY) NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DOCUMENTS INDIANA SPINE GROUP MERIDIAN AND MAIN CARMEL, INDIANA APPROVAL PENDING NOT FOR CONSTRUCTION DOCKET No. 09050022 ADLS PROJECT CONTACTS: ENGINEER: TIMOTHY M. JENSEN, PE AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 465256 (317) 547-5580 t jensen®structurepoint.com ARCHITECTS: FRED SIMMONS SIMMONS ARCHITECTS, LLC 305 E. NEW YORK ST. INDIANAPOLIS, IN 46204 (317) 656-3500 fsimmons®simmonsarchitects.net SURVEYOR: BRYAN MOLL, LS AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 46256 (317) 547-5580 jstapleton®structurepoint. com DEVELOPER: BROWNING INVESTMENTS INC. 6100 W. 96TH ST. SU I TE 250 INDIANAPOLIS, IN 46278 (317) 344-7400 thebert@browninginv.com INDEX DESCRIPTION SHEET No. TITLE SHEET PROJECT,.vs EXISTING TOPOGRAPHY/DEMOLITION PLAN .,oma h- 0��- o LOCATION'a 1 UTILITY NOTES o� a_ cl X W 131 St St `ate © ai S g - I i1i v 0 � O o STORM WATER onset IV C5.2 STORM WATER r c� C5:3-05.4 STORM WATER POLLUTION PREVENTION PLAN E 1 6th OW 11 ' /lot Cr ee U Orr C) o i� ZE = c -D rn o CD n- CD G; W < = � Oi C creek a i - - Z Q W r'' =^ o d ,'\ (D : O 0 W 16th St CL o cn E 116th St CL rn c0 Clay Cree ° CD D - cD urn LOCATION MAP SDICTIO PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND R/W: CITY OF CARMEL (131ST ST.) (317) 733-2441 INDOT (US 31) (317) 462-7751 INTERIOR STREET OR DRIVE: PRIVATE INTERIOR ACCESS DRIVE WATER: CITY OF CARMEL UTILITIES: (317) 733-2855 SANITARY SEWER/DRAINAGE: CITY OF CARMEL (317) 571-2441 LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773-8495 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION 'EETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. PROJECT REQUIREMENTS: CONSTRUCTION OF A 58,280 S.F. MEDICAL OFFICE BUILDING AND, ASSOCIATED PARKING, UTILITIES,,AND REQUIRED DETENTION FACILITIES. CURRENT ZONING - B-6 (U.S. 31 OVERLAY) PROPOSED ZONING - 8-6 (U.S. 31 OVERLAY) NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DOCUMENTS INDIANA SPINE GROUP MERIDIAN AND MAIN CARMEL, INDIANA APPROVAL PENDING NOT FOR CONSTRUCTION DOCKET No. 09050022 ADLS PROJECT CONTACTS: ENGINEER: TIMOTHY M. JENSEN, PE AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 465256 (317) 547-5580 t jensen®structurepoint.com ARCHITECTS: FRED SIMMONS SIMMONS ARCHITECTS, LLC 305 E. NEW YORK ST. INDIANAPOLIS, IN 46204 (317) 656-3500 fsimmons®simmonsarchitects.net SURVEYOR: BRYAN MOLL, LS AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 46256 (317) 547-5580 jstapleton®structurepoint. com DEVELOPER: BROWNING INVESTMENTS INC. 6100 W. 96TH ST. SU I TE 250 INDIANAPOLIS, IN 46278 (317) 344-7400 thebert@browninginv.com VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: BROWNING INVESTMENTS INC. 6100 W. 96TH ST., SUITE 250 INDIANAPOLIS, INDIANA 46278 PLANS PREPARED BY: O■ AMERICAN 7260 SHADELAND STATION ■ ■ STRUCTUREPOINT TEL 317 5 7A5580OLISFAX 317 543 0270 ■ ■ INC www structurepoint com INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 EXISTING TOPOGRAPHY/DEMOLITION PLAN C1.1 SITE PLAN UTILITY PLAN 1 UTILITY NOTES C3.2 GRADING PLAN C4.1 g -PLAN &PROFILE I i1i POLLUTION PREVENTION PLAN - PHASE I C5.1, STORM WATER POLLUTION PREVENTION PLAN -PHASE II C5.2 STORM WATER POLLUTION PREVENTION DETAILS C5:3-05.4 STORM WATER POLLUTION PREVENTION PLAN C5.5 SITE DETAILS C6.1 -C6.5 I • \\, i tai ,'\ tai urn P O I rR i ; tri ; , I jIF tai , , , , i � n i i i i I I -� 131ST STREET VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: BROWNING INVESTMENTS INC. 6100 W. 96TH ST., SUITE 250 INDIANAPOLIS, INDIANA 46278 PLANS PREPARED BY: O■ AMERICAN 7260 SHADELAND STATION ■ ■ STRUCTUREPOINT TEL 317 5 7A5580OLISFAX 317 543 0270 ■ ■ INC www structurepoint com PLAN DATE: 06/21/2010 REV DATE DESCRIPTION SHEET NUMBER 00:1 C1.1 C2.1 C3.1 C32 G►1 C4,2 C5.1 C5.2 C5.3 C5.4 CIL5 CQ.1 06.2 CU C6.4 C6.5 C7.1 08270)'� 3 107� STATE OF rsi=t4: TIMOTHY . JENSEN, Cost JOB f 02009.00889 INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 EXISTING TOPOGRAPHY/DEMOLITION PLAN C1.1 SITE PLAN UTILITY PLAN C3.1 UTILITY NOTES C3.2 GRADING PLAN C4.1 STORM SEWER -PLAN &PROFILE C4.2 -C4.3 STORM WATER POLLUTION PREVENTION PLAN - PHASE I C5.1, STORM WATER POLLUTION PREVENTION PLAN -PHASE II C5.2 STORM WATER POLLUTION PREVENTION DETAILS C5:3-05.4 STORM WATER POLLUTION PREVENTION PLAN C5.5 SITE DETAILS C6.1 -C6.5 PLAN DATE: 06/21/2010 REV DATE DESCRIPTION SHEET NUMBER 00:1 C1.1 C2.1 C3.1 C32 G►1 C4,2 C5.1 C5.2 C5.3 C5.4 CIL5 CQ.1 06.2 CU C6.4 C6.5 C7.1 08270)'� 3 107� STATE OF rsi=t4: TIMOTHY . JENSEN, Cost JOB f 02009.00889 KR) ill }zIM Vim 1000, �. WOODED AREA co Vw_ :_5 / __--- — GE HI rDE --""- 874 1000, 1, 0' 40' 80' SCALE: 1"=40' %'' �'� 110$ �'� �,�'� �,-' _--'` ----' ' 4 a EXISTING LEGEND I" ,�''� 0.,s d. > ..,. OF i .., aQ(�'�I_. /� (') J//f �% �~ j9/;_}j�( SANITARY SEWER & MANHOLE 0 POWER POLE , • . ,GE -TLD / / '" .� , [ STORM SEWER; END SECTION, INLET & M.H. C---- GUY WIRE - - - - — GAS LINE 0 1 , — -G - G - -G — TELEPHONE RISER /.0000 V*W -W W WATER UNE ®® UTiLf1Y RiSER• ELEC. & CN C - -E - -E - -E - ELECTRIC UNE (AERIAL) ,L] ELECTRIC TRANSFORMER IE ED SHLBER 00 -T - -T - -T — TELEPHONE UNE AERIAL ,� �- STREET LIGHT / / / ��, -� �� ♦ - -CTV- --CN- -CTV- CABLE TELEVISION (AERIAL) LIGHT POLE - BTC- - BTC- - BTC- BURIED TELE CABLE 1' FLOOD LIGHT 0000' 0900 /00000, 60 TREES TO BE PROTECTED -,-// -BEC- -BEC- -BEC- BURIED ELEC. CABLE ® TRAFFIC SIGNAL l�t�r�r cul wEn� % /♦ PER THE TREE MITIGATION / -BCN N FIRE HYDRANT - -BCTV BURIED CABLE R = 2146.83 1 ,� 12' LBERRY PLAN (TYP.) � � F,L WATER L = 294.65 / / � 10 �0 - - - RIGHT OF WAY LINE VALVE; • i -I-,- -I-,- - g / op moi/ ♦ �/ J� — — — — — — EASEMENT UNE STREET SIGN o E �I G �`'`- ---""� 6/ - - - CENTER LINE ® ELECTRIC MANHOLE S H L D E R � S� ��• N 00 (T) TELEPHONE MANHOLE _,._---- D. DEED DIMENSION moi/ 90 SEWER CLEANOUT M MEASURED DIMENSION 00000\ � �� \♦ p, � P. '0 WATER METER ��� ' ♦F P. PLAT DIMENSION �E SH/DER // 'b GAS METER / • a /" R. RADIUS �-a / a'b ELECTRIC METER 01000F000000 ��, L ARC LENGTH B PIPELINE MARKER POST ® PATROL ! ��. �,/ ! FND. FOUND PIPELINE P L PLANE MARKER ,0 FE SHLDE % ,/� / �: ' ♦�-- _-----"' "�~ �'" ® PIPELINE CASING VENT F.L,( I.' � ./ ♦ / ® PIPELINE TEST STATION ♦% / 0 DENOTES A 5/8' DIA. REBAR WITH YELLOW PLASTIC CAP SET. D MAILBOX/ EDGE SHLDER % / / CAP STAMPED P.I. CRIPE FIRM Na 0055' UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD 11 78 � P L. ��G 1 ` � F O � � � � ,/ � / Q DENOTES A MAG NAIL W/SHINER SET. SHINER S TAMPED 'P.1 CRIPE FIRM/ �'i�� p X ��• f. - - ♦ --'' NO. 0055 UNLESS OTHERWISE NOTED. NE CSE HLDER �p� %l �, . j ♦ `� ter.. ,,�'` ♦ 1107, 10' PI ©p / p F,L, f / - 10' PINE 10 PINE 1E SHL -Dr -q0- PINE ' L. 10' PINE 1 �� f WOODED A /� 874 14 'HLPP AR p' O / � - LAND DESCRIPTIONSCRIPTiON 3 , Browning Investments, inc. 0 Indiana Spine Group 14' D1 �' / —� ', ! \ May 21, 2009 16' PGPLA p / —� I �`�-- / Part of the Northeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton 11074 County, Indiana, more particularly described as follows: � p '�� � '`� ALAR i Commencing at the Southwest comer of the Northeast Quarter of said Section 26; thence 7 EXISTING STORMWATER North 00 degrees 09 minutes 11 seconds West (assumed bearing) along the West line of o� j 1 a, said Northeast Quarter 712.89 feet to the Southern Limited Access Right of Way of U.S. 31 / pp �` DETENTION POND \ `' 12' �4(= U J � I \ .r__ 1 j per state highway plans, Project No. ST -F-222(9) and anon -tangent curve to the right C3 - 3 0 having a radius of 2146.83 feet, the radius point of which bears South 46 degrees 3 -- ' r7 / minutes 18 seconds East; thence Northeasterly along said curve 467.83 feet to the y�R 10- PIN �'ja �'� 31 Northerly extension of the West line of land described in Instrument No. 200400024404, r - � 1 3 f recorded In the Office of the Recorder of Hamilton County, Indiana and a point which `- \ / 1 n bears North 34 degrees 04 minutes 09 seconds West from said radius point, said point f,A'" (V J being the POINT of BEGINNING of this description to a non -tangent curve to the right ? o , b)J having a radius of 2146.83 feet; the radius point of which bears South 34 degrees 04 / ��'� �' minutes 09 seconds East; thence Northeasterly along said curve 294.65 feet along said 6 1 o f �-- ( Southern Limited Access Right of Way of U.S. 31 to a point which bears North 26 degrees s / �- - 1 t J 12 minutes 20 seconds West from said radius point; thence South 30 degrees 50 minutes / I _ f, I 58 seconds East 274.68 feet; thence South 00 degrees 29 minutes 29 seconds West 350.89 feet; thence North 89 degrees 39 minutes 48 seconds West 304.73 feet; thence South 80 degrees 18 minutes 38 seconds West 83.33 feet to the Northerly extension of ! the West line of land described in Instrument No. 200400024404, recorded In the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 42 minutes 42 seconds West along said Northerly extension 451.15 feet to the POINT OF BEGINNING, containing 4.50 acres, more or less. 1 E / NOTE: C j �- �- / I I '� TOPOGRAPHIC & BOUNDARY SURVEY WAS PREPARED BY PAUL E. CRIPE .1100, 1000' II ,..,. I NOTE: ` «�<<>' 1 CONTRACTOR SHALL FIELD VERIFY EXISTING CONTOURS, / o , / � SPOT ELEVATIONS, LOCATION, SIZE DEPTH OF ALL ! .� ! EXISTING UTILITIES PRIOR TO COMMENCING ANY / CONSTRUCTION �� 67J or �/ �� / I f� �� END SECTION TO BE REMOVED IPRAP i � Q / 10��--�" EXISTING 20 00 go SANITARY SEWER / i ' pC� �C. % -------------------- --- --- "ao - -- ------ ----EASEMENT------*76 LF. OF CONCRETE - /p9 CURB TO BE MOVED ' :��� _ c ; ' IST aKID P� / 1 ---- -----------n ---- --- -- /// 6% g ti ,� `� 63 INE V AJ3�LE INGRESS/EGRESS,N89°39'50"W - 304.73' 76 - PIL INE 6160 17Y, AND DRAINAGE / 6' PINE EAS�W,((ENT x MEMORIAL WALL • ' N i C 6�7PIN �' i S8001837"W - 83.33'.�sT "— -•sr sT sT % ? P Sf ST _�- STCBE-� ' (BEG 6TGUEC �CBEC BFCBEG BTCBEC— EXISTING FIRE HYDRANT TO BE PROTECTED ! I ±85 LF. OF CONCRETE cxa 1 CURB TO BE REMOVED as oo♦a � � ( 000 r-,.-------------- --`'"PRIVA� INTERIOR ACCESS D I " 7 I war 5' I N E ` v+ - _ _sLG . __ u� - -----------��s_---------- /'oi l ---.� CONC � r`� c� ---------------------- � 62 0 rb � .�� 6'�PINE 62a ,!'-------- �' t - 24 CHERRY Wk 6213 / WATER VALVE CURB SHALL BE SAWCUT AT �' 6' SPRUCE/ �' `�� 6221 CONC. WALK G ���� THE NEAREST JOINT PAST THE 6' SPRUCE / 614 // 6 P� -SPRINKER CONTROL 8 X LIMITS OF THE NEW ENTRANCE 6809 .- 6 SPRUCE - / CU LE i�► ' P Sc' �0� j RB SHALL BE SAWCUT AT % ,� 1 THE NEAREST JOINT PAST THE ,t --- LIMITS OF THE NEW ENTRANCE 1 THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO206F AND 18057CO207F DATED FEBUARY 19, 2003. r CAUTION I! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manhole% inlets, valves, and marks made upon the ground by others AND 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 EVIDENCE 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 - INDIANA UNDERGROUND - ME NOTE: / NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT / PERMIT. INC www structurepoint corn NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE / EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF 87,7 THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ---- ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. war 5' I N E ` v+ - _ _sLG . __ u� - -----------��s_---------- /'oi l ---.� CONC � r`� c� ---------------------- � 62 0 rb � .�� 6'�PINE 62a ,!'-------- �' t - 24 CHERRY Wk 6213 / WATER VALVE CURB SHALL BE SAWCUT AT �' 6' SPRUCE/ �' `�� 6221 CONC. WALK G ���� THE NEAREST JOINT PAST THE 6' SPRUCE / 614 // 6 P� -SPRINKER CONTROL 8 X LIMITS OF THE NEW ENTRANCE 6809 .- 6 SPRUCE - / CU LE i�► ' P Sc' �0� j RB SHALL BE SAWCUT AT % ,� 1 THE NEAREST JOINT PAST THE ,t --- LIMITS OF THE NEW ENTRANCE 1 THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO206F AND 18057CO207F DATED FEBUARY 19, 2003. r CAUTION I! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manhole% inlets, valves, and marks made upon the ground by others AND 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 EVIDENCE 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 - INDIANA UNDERGROUND - ME 0� s• ■ AMERICAN STRUCTUREPOINT INC www structurepoint corn • C 2 Iiie. Grano- z m o J z 0 J 0 Q 2 o� W Q (D >_ 3 LLJ z Q Q ZLU s � 02 J O CL p QZQ C�3 z o Z LTJ p - — w _Z m Q Q�_ LU W x Q ��� a Ww J � Cn�Q o Z M LJ 8w mo Z w m N to Ix10U CERTIFIED BY. NORTH z 0 a rr COD LU v LU v W SHEET NO. dor cr- LAND DESCRIPTION10.0 .0-011 Browning Investments, Inc. �t� per, ••� Indiana Spine Group000 000 C May 21, 2009 �' WOODED AREA �•• Part of the Northeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton � °n°--' County, Indiana, more particularly described as follows: �•• / °b • • Commencing at the Southwest corner of the Northeast Quarter of said Section 26; thence v� � • North 00 degrees 09 minutes 11 seconds West (assumed bearing) along the West line of said Northeast Quarter 712.89 feet to the Southern Limited Access Right of Wayof U.S. 31 per 'p� •� • state highway plans, Project No. ST -F-222(9) and a non -tangent curve to the right having a °Q�� /. radius of 2146.83 feet, the radius point of which bears South 46 degrees 33 minutes 18Vol- \ NG seconds East; thence Northeasterly along said curve 467.83 feet to the Northerly extension •• of the West line of land described in Instrument No. 200400024404, recorded in the Office �-I of the Recorder of Hamilton County, Indiana and a point which bears North 34 degrees 04 � $ PROPOSED SITE LEGEND minutes 09 seconds West from said radius point, said point being the POINT of BEGINNING of �\ this description to a non -tangent curve to the right having a radius of 2146.83 feet; the ° • \ radius point of which bears South 34 degrees 04 minutes 09 seconds East; thence � \ Northeasterly along said curve 294.65 feet along said Southern Limited Access Right of Way • HEAVY DUTY PAVEMENT ° \ of U.S. 31 to a point which bears North 26 degrees 12 minutes 20 seconds West from said radius point; thence South 30 degrees 50 minutes 58 seconds East 274.68 feet; thence J 00000 LIGHT \ LIGHT DUTY PAVEMENT South 00 degrees 29 minutes 29 seconds West 350.89 feet; thence North 89 degrees 39 minutes 48 seconds West 304.73 feet; thence South 80 degrees 18 minutes 38 seconds o° \ West 83.33 feet to the Northerly extension of the West line of land described in Instrument \ No. 200400024404, recorded in the Office of the Recorder of Hamilton County, Indiana; ° \ PERMEABLE PAVEMENT 00 thence North 00 degrees 42 minutes 42 seconds West along said Northerly extension 451.15 f �° / feet to the POINT OF BEGINNING, containing 4.50 acres, more or less. ,/ % y WOODED AF .0001 Q° °° ° °O 7VIEMCRIAL FALL CONC. WATCR 'VALVE r - SPRI : R CONTROL BOX � I CONC. WALK y E US 31 OVERLAY DISTRICT ZONED B-6 PROPOSED INDIGO HOTEL 10' MIN. PLANTING STRIP EXISTING WALK VARIABLE INGRESS/EGRESS, UTILITY, AND DRAINAGE EASMENT Is ol .�' cn r Cn 1 Cti"'i' CL R = 2146.83' .100 L = 294.65' �� �'' �,�'• / �. 0 0. �. i ice//�� ` .'; TYP tnn`or, i / f. CONCRETE n. i STONE PAVEMENT PIPE BOLLARD REQ'D. (TYP.) YPROPOSED TRASH DUMPSTER ENCLOSURE mom own US 31 OVERLAY DISTRICT mi ING 0 6" STRAIGHT CONCRETE CURB Q COMBINED CURB & WALK t CONCRETE SIDEWALK Q PRE -CAST CONCRETE PARKING BARRIER no ADA RAMP (TYPE "A") 0 ADA RAMP (TYPE "G') MR! ADA RAMP (TYPE "H") Q ADA RAMP (TYPE "K') O ADA PARKING SIGN Q I KO BICYCLE PARKING Q 4" SOLID WHITE, PAINT LINE NQ 4" SOLID BLUE, PAINT LINE Q 24" STOP BAR, WHITE © 6" FLUSH CURB f PEDESTRIAN CROSSWALK, 4" SOLID FIRE HYDRANT WHITE, PAINTED i CITY OF CARMEL DEPRESSED CURB - - - - - - - EASEMENT LINE DIRECTIONAL ARROWS, PAINTED WHITE ® ADA ACCESSIBLE ® PARKING SPACE ® TELEPHONE MANHOLE D. DEED DIMENSION 10 SEWER CLEANOUT M. MEASURED DIMENSION Z U)M Q a Q�U I- WATER METER P. PLAT DIMENSION 'o GAS METER R. RADIUS °"O M z w U U Z m ELECTRIC METER L ARC LENGTH �l 07082701 Q STATE OF Al Ran 19 PIPELINE MARKER POST FND. FOUND ® PIPELINE PATROL PLANE MARKER o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. ® PIPELINE CASING VENT CAP STAMPED "P.I. GRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ■ PIPELINE TEST STATION 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I GRIPE FIRM D MAILBOX NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD ING 0 6" STRAIGHT CONCRETE CURB Q COMBINED CURB & WALK © CONCRETE SIDEWALK Q PRE -CAST CONCRETE PARKING BARRIER OE ADA RAMP (TYPE "A") 0 ADA RAMP (TYPE "G') © ADA RAMP (TYPE "H") Q ADA RAMP (TYPE "K') O ADA PARKING SIGN Q STOP SIGN KO BICYCLE PARKING Q 4" SOLID WHITE, PAINT LINE NQ 4" SOLID BLUE, PAINT LINE Q 24" STOP BAR, WHITE © 6" FLUSH CURB ® PEDESTRIAN CROSSWALK, 4" SOLID FIRE HYDRANT WHITE, PAINTED Q CITY OF CARMEL DEPRESSED CURB - - - - - - - EASEMENT LINE DIRECTIONAL ARROWS, PAINTED WHITE ® ADA ACCESSIBLE ® PARKING SPACE LOT COVERAGE TOTAL LOT SIZE = 196,020 S.F. TOTAL BUILDING (FOOTPRINT) = 24,008 S.F. TOTAL IMPERVIOUS PAVEMENT = 126,880 S.F. IMPERVIOUS PERCENTAGE = 65% ZONED B-6 10' MIN. PLANTING SR STRIP I I THE EXISTING SUBSURFACE DRAIN 25' I i 1 UNDER THE EXISTING CURB SHALL ----- AND PROTECTED DURING INSTALLATION G I AND REPAIRED IF DAMAGED I F I JV`t. /J EXISTING WALK EXISTING WALK X10' MIN. PLANTING STRIP S80018'37"W - 83.33' --------------------------------------------------- -THE EXISTING SUBSURFACE DRAIN UNDER THE EXISTING CURB SHALL BE PROTECTED DURING INSTALLATION AND REPAIRED IF DAMAGED US 31 OVERLAY DISTRICT ZONED B-6 ST. CHRISTOPHER'S CHURCH 10' MIN. PLANTING STRIP 0' 40' 80' SCALE: 1"=40' EXISTING LEGEND SANITARY SEWER & MANHOLE 0 PARKING ANALYSIS I STORM SEWER; END SECTION, INLET & M.H. TOTAL BUILDING AREA 60,174 REQUIRED RATIO = 1 SPACE PER 250 SQ. FT. TOTAL SPACES REQUIRED = 241 STANDARD PARKING (9xVARIES) 233 ADA PARKING PROVIDED 8 ( INCLUDES 8 VAN ACCESSIBLE) ELECTRIC TRANSFORMER TOTAL PROPOSED PARKING 241 BIKE PARKING PROVIDED 12 ZONED B-6 10' MIN. PLANTING SR STRIP I I THE EXISTING SUBSURFACE DRAIN 25' I i 1 UNDER THE EXISTING CURB SHALL ----- AND PROTECTED DURING INSTALLATION G I AND REPAIRED IF DAMAGED I F I JV`t. /J EXISTING WALK EXISTING WALK X10' MIN. PLANTING STRIP S80018'37"W - 83.33' --------------------------------------------------- -THE EXISTING SUBSURFACE DRAIN UNDER THE EXISTING CURB SHALL BE PROTECTED DURING INSTALLATION AND REPAIRED IF DAMAGED US 31 OVERLAY DISTRICT ZONED B-6 ST. CHRISTOPHER'S CHURCH 10' MIN. PLANTING STRIP 0' 40' 80' SCALE: 1"=40' EXISTING LEGEND SANITARY SEWER & MANHOLE 0 POWER POLE I STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE - _G - -G - -G - GAS UNE ® TELEPHONE RISER - -W- -W- -W - WATER UNE LMLJ UTILITY RISER; ELEC. & CTV - -E - -E - -E - ELECTRIC LINE(AERIAL) ( ) UT [] ELECTRIC TRANSFORMER - -T - -T - -T - TELEPHONE UNE (AERIAL) CSO- STREET LIGHT 0 - - CTV- - CTV- - CTV- CABLE TELEVISION (AERIAL) LIGHT POLE - - BTC- - BTC- - BTC- BURIED TELE. CABLE FLOOD LIGHT - -BEC- -BEC- -BEC- BURIED ELEC. CABLE ® TRAFFIC SIGNAL -BCTV - -BCTV BURIED CABLE TV (D FIRE HYDRANT - - - RIGHT OF WAY LINE W VALVE; GAS & WATER - - - - - - - EASEMENT LINE y STREET SIGN - - - CENTER LINE ® ELECTRIC MANHOLE ® TELEPHONE MANHOLE D. DEED DIMENSION 10 SEWER CLEANOUT M. MEASURED DIMENSION Z U)M Q a Q�U I- WATER METER P. PLAT DIMENSION 'o GAS METER R. RADIUS °"O M z w U U Z m ELECTRIC METER L ARC LENGTH �l 07082701 Q STATE OF Al Ran 19 PIPELINE MARKER POST FND. FOUND ® PIPELINE PATROL PLANE MARKER o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. ® PIPELINE CASING VENT CAP STAMPED "P.I. GRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ■ PIPELINE TEST STATION 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I GRIPE FIRM D MAILBOX NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOI L 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1: 50. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 17. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 18. ALL PAVING WITHIN EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CAUTION 1! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THEM IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE 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 TOIL FREE - INDIANA UNDERGROUND - N■ 0� ■� AMERICAN STRUCTUREPOINT INC. www.structurepoint.com LM 3- : LO LMLJ na . .... �'Ioln . Sun 0 0 ry Z a (D J a W Q W Z 0 J 0Q Z Q `L L-QZ 0 Z< (D �- Q o Z ZWo Z) (� z < Q~J p LUU) w 0 � U)Z> LU Z U)M Q a Q�U I- � � w I -w M z w U U Z m CERTIFIED BY: ;�etnttiiiltFl►f� f No. �l 07082701 Q STATE OF Al Ran NORTH: z 0 U co LU 0 LU a 0 W o_ SHEET NO. C2ml u � qp ��1 °°OF Ado c� i y THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION / PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CEO WOODED AREA \ 4" TO \ 4" DOMESTIC SERVICE LINE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ^" ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A STM. SIR. #11 •'�/ i / REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF a PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF °° CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE 344 L.F. COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. "° 4" PVC CONNECT TO EXISTING UNDERDRAIN �,UNDERDRAIN STM. STIR. #10 .5% SLOPE (CONTRACTOR TO FIELD VERIFY ELEVATION AND LOCATION OF EXISTING / UNDERDRAIN. IF DESCREPANCIES EXIST, INV=876.22 �\ ,F CONTACT ENGINEER) '15 LF OF 4" PVC °° 29 LF OF 4' INV=876.22 �.' ROOF DRAIN O `� INV=874.63 PVC ROOF 1.25%_MIN. SLOPE ° o o ��.DRAIN O ° o � 1.25% MIN. 57 LF OF 6" PVC ��. SLOPE �.j 'ROOF DRAIN O `S9• `� STM. STIR. #9 STM. C.O. / 1.0% MIN. SLOPE \ INV=876.58 �/ 1. 75 LF OF 4" PVC FIRE ° �� STM. SIR. #12 j / ROOF DRAIN O `� HYDRANT ° STM. C.O. 1.25% MIN. SLOPE `� ASSEMBLY Z// INV=876.22 j INV=876.82 �`\ \ ` �` / '� '% STM. C.O. �\ \ �� ` THRUST BLOCK x/28 LF OF 4" INV=876.79 \ '� �� REQ'D. TYP. �* / �.% PVC ROOF FDC STM. C.O. \ \ ���` W/ 5- DRAIN O STM. C.O. '� 1.25% MIN. INV=875.57\\ STORZ 300 O / INV=876.57 �,' SLOPE " \ \ TURN DOWN 4 FIRE PROTECTION \ 36 LF OF 6" PVC STORM STM. STIR. #13' '/ ,��N G�y�� PIPE O1% SEE WATER SERVICE �^ \ MIN. SLOPE CONNECTION DETAIL _ ♦� 18 LF OF 6" PVC SDR35 MINOR YARD INLET ' SAN. LATERAL O 1% MIN INV=875.14 MINOR YARD INLET WOODED AREA // ♦ ` i SLOPE SAN C 0 INV=874.42 \ " I I 30 LF OF 6 / I I GAS LINE INV=872.74 SEE WATER LINE CONNECTION ELECTRIC LINE PVC STORM T TELEPHONE LINE E---- WATER LINE - _G - -G - -G - GAS UNE GAS METER 0 I PIPDETAIL (MINE ®OPE ® ELECTRICAL TRANSFORMER 04 SAN. C.O. ® WATER METER PIT ® MANHOLE I f r MINOR YARD INLET INV=872.56 XX' STM. C.O. INV=874.42 - - - - - - - - - - - I N V=873.76 I I - - BTC- - BTC- - BTC- BURIED TELE. CABLE INV=874.29 FLOOD LIGHT 65 LF OF 6" PVC SDR35 Q� TRAFFIC SIGNAL - BCTV - - BCTV BURIED CABLE TV I I I FIRE HYDRANT ' I I - - - - - - - EASEMENT LINE SAN. LATERAL O 1% MIN STREET SIGN 0 ® - ® TELEPHONE MANHOLE D. DEED DIMENSION 10 SEWER CLEANOUT M. MEASURED DIMENSION SLOPE ® P. PLAT DIMENSION STM. SIR. #8! R. RADIUS °'0 ELECTRIC METER L. ARC LENGTH \ PIPELINE MARKER POST FND. FOUND ® PIPELINE PATROL PLANE MARKER I I PIPELINE CASING VENT ♦ ❑■ PIPELINE TEST STATION o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. _ MAILBOX �\ ® SPRINKLER HEAD rky 40 LF OF 6" 76 LF OF 6" NO. 0055" UNLESS OTHERWISE NOTED. PROPERTY CORNERS WERE ONLY SET FOR THE INDIGO HOTEL PROPERTY `� 89 LF OF 6" PVC ROOF IPVC ROOF 123 LF OF 6" STM. C.O. PVC STORM DRAIN O 1% MIN. SLOPE DRAIN O 1 % I IMIN. ♦ PVC STORM I INV=874.76 PIPE O 1% " SLOPE ♦ PIPE O 1% I "'' 17 LF OF 6 MIN. SLOPE 8 WATER LINE STM. C.O. I I MIN SLOPE - I , INV=874.52 I I 100 LF OF 6" PVC I -�20' TYP. SDR35 SAN. LATERAL O 1% MIN SLOPE + - 100 LF OF 6" PVC SDR35 SAN. LATERAL O 1% MIN SLOPE INV=863. �S NIS PVC ROOF DRAIN O 1% i MIN. SLOPE INV.=874.24 - 3AN. C.O. NV=869.91 STM. STIR. #6 SAN. INV. =869.51 i /STM. INV. = 872.24 AFIRE I/ HYDRANT ASSEMBL' SAN. C.O. I N V=868.91 STM. STIR. #2 1 \ / 1 -- 8" WA LINE 'I ••� r -- G G ST _'F_ ST -� BTC STM. STIR. #5 3 IRRIGATION SLEEVE (TYP.) - STM. STIR. #3 STM. STIR. #1 8" VALVE REQUIRED c 4 0 CONNECTION DETAIL SCALE: 1"=10' PROPOSED UTILITY San. Sewer LEGEND SANITARY SEWER LINE SCALE: 1"=40' GAS LINE G E ELECTRIC LINE 0 T TELEPHONE LINE E---- WATER LINE - _G - -G - -G - GAS UNE GAS METER GM - -W- -W- -W- WATER UNE ® ELECTRICAL TRANSFORMER 04 VALVE ® WATER METER PIT o-0- MANHOLE o -Q (1J PROPOSED LIGHT XX' XX' OF4" PERFORATED - - - - - - - - - - - - - UNDERDRAIN O 1.0% - - BTC- - BTC- - BTC- BURIED TELE. CABLE MIN. SLOPE NOTE: DOUBLE CHECK ASSEMBLY FOR FIRE PROTECTION LINE AND BACKFLOW PREVENTORS AND WATER METERS FOR DOMESTIC SERVICE LINE TO BE LOCATED INSIDE THE BUILDING. REFER TO FIRE PROTECTION & PLUMBING PLANS FOR EXACT LOCATION & DETAIL FIRE PROTECTION ENGINEER TO COORDINATE LOCATION OF F.D.0 AND KNOCK BOX W/ LOCAL FIRE MARSHAL. NOTES: 1. CONTRACTOR TO COORDINATE UTILITIES O BUILDING LOCATION WITH ARCHITECTURAL AND MEP PLANS. 2. REFER TO FIRE PROTECTION AND PLUMBING PLANS FOR FIRELINE AND DOMESTIC WATER LOCATIONS AND SIZES. I WATERMAIN LOCATION TO BE FIELD VERIFIED. CONTACT I ENGINEER AND WATER COMPANY IF A CONFLICT EXISTS ao I I g0 I I a *00 I -�-- -- -------- I I I - UTILITIES TO BE -CONTRACTOR TO COORDINATE BORED BENEATH -TAPPING SLEEVE, VALVE, AND - ROAD - - - - - _ _ WATER METER INSTALLATION WITH WATER COMPANY G G _. G G G C C C G------- C " BT'" ST ST aT S" : ST Si' ST _ arc BTC n:c QTc rn Tc --B-C �.c - e C BTC B.c c sTc. BTC STC 3EC -C ___ BtC __________ - 3c: ---BEC - -s3cC ___-_ BEC____ --------------------------------------- CONTRACTOR TO COORDINATE WITH VECTREN ON GAS SERVICE LINE AND CONNECTION. CONTRACTOR TO COORDINATE NOTE: ELECTRIC, TELEPHONE AND STORM SEWER AND UNDERDRAINS BENEATH CABLE CONNECTIONS WITH CITY PERMEABLE PAVERS SHALL CONTROL SERVICE PROVIDER ELEVATIONS OF WATER AND OTHER UTILITIES. ADJUST OTHER UTILITIES TO MEET MINIMUM CROSSING REQUIREMENTS. 0' 40' 80' SCALE: 1"=40' EXISTING LEGEND SANITARY SEWER & MANHOLE 0 POWER POLE [ STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE - _G - -G - -G - GAS UNE ® TELEPHONE RISER - -W- -W- -W- WATER UNE UTILITY RISER; ELEC. & CTV - -E - -E - -E - ELECTRIC U END ELECTRIC TRANSFORMER - -T - -T - -T - TELEPHONE UNE (AERIAL) o-0- STREET LIGHT - - CTV- - CTV- - CTV- CABLE TELEVISION (AERIAL) LIGHT POLE - - BTC- - BTC- - BTC- BURIED TELE. CABLE `f FLOOD LIGHT - -BEC- -BEC- -BEC- BURIED ELEC. CABLE Q� TRAFFIC SIGNAL - BCTV - - BCTV BURIED CABLE TV FIRE HYDRANT - - - RIGHT OF WAY UNE VALVE; GAS & WATER - - - - - - - EASEMENT LINE �- STREET SIGN - - - - - CENTER LINE ® ELECTRIC MANHOLE ® TELEPHONE MANHOLE D. DEED DIMENSION 10 SEWER CLEANOUT M. MEASURED DIMENSION "b WATER METER P. PLAT DIMENSION GAS METER R. RADIUS °'0 ELECTRIC METER L. ARC LENGTH B PIPELINE MARKER POST FND. FOUND ® PIPELINE PATROL PLANE MARKER ® PIPELINE CASING VENT ❑■ PIPELINE TEST STATION o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. MAILBOX CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD Q DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. PROPERTY CORNERS WERE ONLY SET FOR THE INDIGO HOTEL PROPERTY GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, AND STORM WATER MANAGEMENT PERMIT IS ISSUED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAINS SHALL BE BACKFILLED IN ACCORDANCE WITH THE CITY OF CARMECS 10-28 BACKFILL DETAIL FOUND ON SHEET C6.3. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH- CONDITIONS. ATH"CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. WATER AND SEWER BACKFILL WITHIN LIMITS OF FUTURE RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS PER NOTES ON SHEET C3.2. 14. THERE SHALL BE NO WATER VALVES, FRAMES OR CASTINGS WITHIN THE PAVEMENT, CURB OR SIDEWALK/ASPHALT PATH WITH THE EXCEPTION OF CURB INLETS WITHIN THE EXISTING OR PROPOSED RIGHT-OF-WAY. NOTE: -12"W- NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF G - THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND 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 EVIDENCE 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 FRM - INDIANA UNDERGROUND - ■ O� ■ AMERICAN STRUCTUREPOINT INC. www.structurepoint.com O O Z Q J U Q Z Uj O ILL 1L Q Z Z < (D Zw0 00 Q�Z p < Q~J LU � w W 0- (��� w z U)MQ CL U Isr o M Z_j w Y z U Q = ca 0 co 0 o U CERTIFIED BY: ��l13}itii%fFtt�y i 8270 p k SraT of tQ.4 0 NORTH: SHEET NO. G C3.1 ■ O� ■■ NOTES: CITY OF CARMEL APPROVED L15T OF WATER CONSTRUCTION MATERIALS 1. WATER MAIN: SHALL BE DUCTILE IRON PRESSURE CLASS 350. Storm Sewers Under Pavement, Sidewalk, Paved areas and within 2.REFLECTIVE WARNING TAPE: SHALL BE INSTALLED 181N ABOVE PIPE. Right -of -Way C Bedding and Haunching 3.TRACING WIRE (10 OR 12 GAUGE): TO BE INSTALLED WITH ALL WATER MAINS. THERE MUST BE ACCESS To Bedding and haunching for all reinforced concrete pipe THE TRACER BOX CONNECTION TIO THE L CRE AT ATINGLVE MACH NSE WITH ENOUGH WIRE IN THE VALVE BOX TO INSURE THE PROPER installations shall be #8 stone meeting the material requirements I " up, of the INDOT. The material shall be approved by the City of Carmel 4.FIRE HYDRANTS: SHALL BE MUELLER (SAFETY YELLOW, M.A.B. # 0433291, SHERWIN WILLIAMS # Department of Engineering at time of installation. Bedding shall F75YP2) (CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND WILL HAVE A SAFETY BLUE STRIPE be placed in the trench bottom such that after the pipe is AROUND HYDRANT BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE OF installed to grade and line, there remains a 4 -inch minimum depth ONE-PIECE DESIGN, COMPATIBLE WITH 5' STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL of material below the pipe barrel and a minimum of 3 -inches P P PART OF THE FIRE HYDRANT AND MUST BE FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER MODEL 290220 FOR CASTING AND 290221 below the bell. For pipe sizes 66 -inches and larger, the minimum FOR CAP. STORZ ADAPTERS WILL NOT BE ACCEPTED. depth of material below the pipe barrel shall be 6 -inches. W Bedding shall be placed to be uniform as possible, but shall be 5 -VALVES: SHALL BE RESILIENT SEAT GATE VALVE, MUELLER ONLY. (CARMEL CLAY SPEC. VALVES SHALL BE loosely placed uncompacted material under the middle third of the rior to placement of the pipe. If the underlying soils of the pipe P� P P•P Y 9 OPEN RIGHT) BUTTERFLY VALVES SHALL BE USED FOR SIZES OVER 121N. trench bottom are soft or yielding, the soil shall be undercut to &FITTINGS: SHALL BE UNION, TYLER such a depth that when repaired with #2 stone it will produce a J uniform and stable foundation along the entire length of the pipe. 7•MECHANICAL JOINTS: SHALL BE MADE WITH MEGALUGS. Haunching shall be compacted in 8 -inch maximum lifts to not less &VALVE BOXES: SHALL BE UNION TYLER OR EAST JORDAN IRON WORKS than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both 9.POS1 CAPS OR BOX LOKS: SHALL BE INSTALLED, WITH EACH GATE VALVE **NOT TO BE USED ON sides of the pipe for the full length of the pipe. Haunching shall BUTTERFLY VALVES*** extend to the springiine of the pipe. Minimum trench width shall 10. CURB BOXES: SHALL BE UNION, TYLER be the outside diameter of the pipe plus 18 -inches. Final Backfill 11. TAPPING SLEEVES: SHALL BE SMITH BLAiR, ROMAC, OR JCM Final backfill for all reinforced concrete pipe installations under and within 5 -feet of pavement or sidewalk or other paved areas 12. REPAIR CLAMPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F-1, JCM OR MUELLER EQUAL and for all installations within City right-of-way shall be B -Borrow for Structure Backfill meeting the material requirements of the 13. TAPPED REPAIR CLAMPS: (FOR 1/2, 11N, 1 1/2 IN, AND 21N TAPS ON PVC, 1 1/21N AND 21N ON DUCTILE INDOT. The material shall be approved by the City of Carmel IRON AND SERVICE REPAIRS) SHALL BE 121N LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS Department of Engineering at time of installation. Final backfill AND TAPERED THREADS. SMITH BLAIR, FORD, JCM, MUELLER. shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material 14. SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL # EH101). placed. The backfill for the top 6 -inches of the excavation below 15. SERVICE LINES: 3/41N, 11N, 11/21N, 21N. SHALL BE K - COPPER. the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and 16. BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED shall be compacted to not less than 95% Standard Proctor (SEE METER PIT SPECS. FOR MAKE AND MODEL #) Density. Final Backfill for all reinforced concrete pipe installations 17. JOINT RESTRAINS: SHALL BE FIELD LOCK GASKETS OR MECHANICAL BELL JOINT RESTRAINTS. greater than 5 -feet from pavement, sidewalk, other paved areas z 0 a or the limit of City right-of-way shall be clean fill material free of 18. HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS. rocks larger than 6 -inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts ** 1/20 & 1' LINES WILL USE 3' HDPE SLEEVE to not less than 90% Standard Proctor Density for the entire depth **1 1/2' & 2' LINES WILL USE 4' HDPE SLEEVE of the excavation. The final 6 -inches of the excavation shall consist of topsoil. 19. ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRIG(. NO POURED CONCRETE. 20. FIRE HYDRANTS WILL BE PRIVATE AND COLORED RED. Water and Sewer Under Pavement, Sidewalk, Paved areas and within Right -of -Way Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains CITY OF CARMEL-WATER PIPE INSTALLATION NOTES and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND installation. REGULATIONS. CONTACT INSPECTOR FOR ON-SITE MEETING PRIOR TO COMMENCING ANY CONSTRUCTION. Final Backfill Final backfill for water mains, water service laterals, sanitary FURTHERMORE: FURTHERMORE - mains and sanitary service laterals under and within 5 -feet of 1)ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE CONTRACTOR/DEVELOPER OR pavement or sidewalk or other paved areas and for all installations HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF within City right-of-way shall be B -Borrow for Structure Backfill CARMEL WATER UTILITY BY THE CONTRACTOR/DEVELOPER AT HIS OWN EXPENSE. meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering 2) SHOULD THE CONTRACTOR/DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED at time of installation. Final backfill shall be compacted in 6 -inch HEREIN, HE SHALL SUBMIT SAMPLES AND/OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF maximum lifts to not less than 95% Standard Proctor Density for CARMEL WATER UTILITY BEFORE PROCEEDING. the entire depth of the material placed. The backfill for the top 3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF CARMEL 6 -inches of the excavation below the start of the aggregate WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB. sub -base of the pavement shall be No. 53 Stone meeting the SHEET NO material requirements of the INDOT and shall be compacted to not 4) THE CONTRACTOR/DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT less than 95% Standard Proctor Density. If the standard practice OPERATION OF THE EXISTING CITY OF CARMEL WATER UTILITYS WATER/SANITARY SEWER SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL WATER UTILITY AND THE of the utility that has jurisdiction over the installation has a more CONTRACTOR/DEVELOPER, THE CITY OF CARMEL WATER UTILITY WILL RECEIVE PRIORITY IN SCHEDULING. stringent final backfill requirement, the more stringent requirement shall govern. 5) WATERMAIN AS -BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE CITY OF CARMEL WATER UTILITY MINIMUM STANDARDS FOR DRAWINGS FOR DEVELOPER INSTALLED WATER SYSTEMS Minimum Cover for Pipe Crossings within City Right -of -Way For installation of Storm Mains, Water Mains. Sanitary Mains, Water 6) CONTRACTOR SHALL CALL CITY OF CARMEL WATER UTILITY FOR AN ON-SITE PRE -CONSTRUCTION MEETING Service Laterals, Sanitary Service Laterals under City streets, BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON-SITE AND ALL MATERIALS TO BE USED MUST BE APPROVED BY A CITY OF CARMEL WATER UTILITY INSPECTOR. regardlessthe jurisdiction of the utility, the minimum cover from the topp of the installed pavement to the top of the installed 7) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY INSPECTORS DURING THE pipe shall be the pavement section thickness (all bituminous and CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL HONOR THE CITY OF CARMEL WATER UTILITY'S REQUEST FOR FIELD CHANGES IN MAIN EXTENSIONS RELATED TO LOCATION, WORKMANSHIP AND MATERIALS aggregate material above the subgrade) plus 1-0", but under no AS THEY RELATE TO CITY OF CARMEL WATER UTILITY STANDARDS AND SPECIFICATIONS. circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 8) *ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12' 2.5 -feet. If the standard practice of the utility that has ABOVE THE PIPE jurisdiction over the installation has a more stringent cover 9) *BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18' ABOVE ALL WATER MAINS. TRACER WIRE MUST requirement, the more stringent requirement shall govern. BE INSTALLED WITH ALL WATER MAiN LAID IN CARMEL Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case 10) THE CONTRACTOR WILL HAVE WATER MAIN EXTENSIONS PRESSURE TESTED PER CITY OF CARMEL UTILITY condition and approved only with written permission by the city SPECIFICATIONS AND WITNESSED BY CITY OF CARMEL WATER UTILITY'S INSPECTOR.* engineer. 11) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT SUPERVISION BY A CITY OF CARMEL WATER UTILITY OPERATOR. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR THE DE -CHLORINATION OF THE WATER FLUSHED OFF DURING DISINFECTION PROCESS. 12) ONLY AFTER THE WATER MAIN EXTENSION PASSES THE CITY OF CARMEL WATER UTILITY'S LABORATORY TESTING, AND TWO (2) SETS OF AS -BUILT PLANS (ONE ELECTRONIC COPY) HAVE BEEN TURNED IN TO THE CITY OF CARMEL WATER UTILITY, WILL THE WATER BE TURNED ON BY THE CITY OF CARMEL WATER UTILITY. 13) *THE CONTRACTOR SHALL BE BILLED FOR ALL BACTERIOLOGICAL LAB SERVICES. ■ O� ■■ AMERICAN STRUCTUREPOINT INC_ www.structurepoint com C LO Limi �n. isn I " up, 0A n �n0 W o CD Z W z Z J — HW i- J 2 O � Qz¢ LLLLQZ Q z (D E— Q o z ZWD z m Q UJ ��W (n 0 0a. � LLI U) � � Cl3MQ a Q�U a4 04 LU g LLI}'¢ m z o w m � Q U CERTIFIED BY aamunnurrrrvryi� M, rr `O ... � EGisr Fa,.ci'�►Wa = 3 82701 STATE STATE C �Lr �Ff fNPIA'10'a�``=,� +AAaL ` G Z1 (• NORTH z 0 a it ca w 0 w a 0 SHEET NO C3m2 SIR,. NO , STORM SEWER -STRUCTURE DATA TABLE PROPOSED GRADING LEGEND STRUCTURE CASTING PIPE ELEVATIONS GRADE CONN ECT TO REMARK5 P TYPE L.F. SIZE TYPE T.O.R. UPSTM DNSTft+1 ;z�>? STRUCT. M.E. MATCH EXISTING TYPE -- -- ..- ---- -- .. ... _ � -- T ,.. ..... � / EP EDGE OF PAVEMENT - TYPE "A" INLET R-347` 153.0 12 RCP 875.85 871.70 871.-.•1 0. 31.1 3 BC BOTTOM OF CURB TYPE "A" INLET R -3286 -BV 78.0 15 RCP $75.40 871,40 871.:1 0.24 3 TC TOP OF CURB TYPE "C" MANHOLE R -?4 1+ 0 I 1S RCP 875.70 S7i1-A 1 871 .06 0.27 Ex. Pipe � `� 000 CONTOURS 9) 0 4of 80 TYPE "A" INLET R-3472 175,0 1' RSP 87ta4 S7'.5f 8F'".�ii L�. 2 TYPE "A" INLET R�31472 08.0 12 RCP 876.24 671_,52 S7 1. 1 0.3" � � !� � f „ FLOW LINE w - SCALE: 1"=40' s`'6 ' :�iO S TYPE W" INLET R-3..B,-SB10 151.0 15 RCP $ >-4 8, .l ,91 871.81 1 TYPE "A"INLET R 347: 120.E �1 Ri P 816>' 871,69 871.'1 0.3 TC 000.50 ^f F '`-.. - BC 000.00 CURB ELEVATIONS TYPE''C" MANHOLE R-301�D _ 13&0 I 24 RCP 876 214 871:21 871.00 0.15 9 � TYPE '"J" 11ANHOLE R-301010J:iiO RCP 576 ;2 €(711:90 570.74 0.15 10 .,-'' ' -'' 000.00 SPOT ELEVATIONS EXISTING LEGEND RTSENTRYHS X5.0 l) RCP 877.75 870.74 870_r0� 0.15 11 ��e-'� "� '`"` _� ?�3- - .--~ ' -' SANITARY SEWER &MANHOLE171 POWER POLE 'CONCRETE ENE, SECTION _ _ - - 870>r0 - Pond.. _......... �,..-_... _ CG ------ ...... _ . ,........ - __ -, ,� - SEE DETAIL SHEET G6. Q [ STORM SEWER; END SECTION, INLET & M.H. E --- GUY WIRE OUTLET STRUCTURE OPEN REBAR GRATE 64.0 12 RCP 8sr6.2 ��.... S6S.50 1.1. j 13 '`� CONCRETE END SEC=TICON Y `_ �65'S0 - P��I� + � �- �� ����� MINIMUM FLOOD PROTECTION GRADE: 878.22 - -G - -G - -G - GAS UNE ® TELEPHONE RISER DRM CASTINGS SHALL READ "DUMP NO WASTE - DRAINS TO WATERWAY". SEE DETAIL SHEET C5.3 --- �° MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 FEET eST�ItS SPECIFIED NEENAH FOUNDRY OR APPROVED EaLAI: -'-M ^ "- ���a� ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD - -W - -W - -W - WATER UNE ®� UTILITY RISER; ELEC. & CN _ ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, ET Piii •�•�PIPE ENTRANCES, WINDOW WELLS AND ANY OTHER STRUCTURE -E - -E - -E - ELECTRIC UNE (AERIAL) [] ELECTRO IRAN FORMER I S_� .. -- r MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. - -T - -T - -T - TELEPHONE UNE (AERIAL) �0STREET LIGHT '� -� ,,r,..-- �"-CIV- -CIV- -CIV- CABLE TELEVISION (AERIAL) � LIGHT POLE �i-' d� '' MINIMUM LOWEST ADJACENT GRADE: 878.22 Dd f� THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST - -BTC- -BTC- -BTC- BURIED TELE. CABLEDGE �Y FLOOD LIGHT - 0 GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE _ -BEC- -BEC- -BEC- BURIED ELEC. CABLE ® TRAFFIC SIGNAL OVERFLOW ELEV. ,ems `r FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING =877.20 / _�- - RETAINING FIRE HYDRANT / WALL DECKC PORCHES, BSU PORT POSTS OR PIERS, AND ORM OF THE -BCTV - -BCTV BURIED CABLE N 878.66 ��j / � � J .�-'' DECKS, 0-' / �°CZE - WINDOW WELL). - - - RIGHT OF WAY UNE VALVE; GAS &WATER SP I LLWAY ELEV. _ ,y i� I ' ` - - - - - - - EASEMENT UNE y �� SIGN OL =876.22 �% D S T P / 0 NOTE: - ® ELECTRIC MANHOLE 20't , BW / NO EARTH DISTURBING ACTIVITIES MAY COMMENCE - - CENTER UNE STM. SIR. #11 WITHOUT AN APPROVED STORM WATER MANAGEMENT TELEPHONE MANHOLE �° � .. � � /'� �' STM. � FUTURE PERMIT. D. DEED DIMENSION I i POND SEWER CLEANOUT / � �' � � / � ., 'l000 NOTE: M. MEASURED DIMENSION EMERGENCY SPILLWAY/' CROSS-SECTION IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE 10 WATER METER '' 1i aE SNLR /� 0 S\� a7o.�a EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF P. PLAT DIMENSION GAS METER THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ` --'` jf P•(\O� 67j RRADIUS M. STIR, 411 ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. . ST '0 ELECTRIC METER ORTSENTRY �s�` L ARC LENGTH IN PIPELINE MARKER POST NOTE: / FND. FOUND .�\ REFER TO UTILITY PLAN FOR PROPOSED UTILITY DESIGN AND ® PIPELINE PATROL PLANE MARKER 4 E SH_D=R � DETAILS. ® PIPELINE CASING VENT 'LpRwFra N PIPELINE TEST STATION \\ x do �• . r o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. D MAILBOX CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD r O DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.i CRIPE FIRM 877.98 ` \ \ NO. 0055 UNLESS OTHERWISE NOTED. 878.74 \ ���� STM. STIR. 0 A .OWE S�.I .. DE r M. SIR. #12 / \ ��\ T R=8 6.729 -.-......• w ,'( EMERGENCY 7a2 TOR=875.2 I // 87874 \ g ' SPILLWAY / // 678.41 \\� THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS a77.12 APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL / Q DG -E SH;.. -DEI �/� ' .' e7a.22 // 2 e7a•74 a�59 CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD NOTE: 1173 �'�.� �► % / ;� 878.09 '� �� APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH AN APPROVED STORM WATER MANAGEMENT PERMIT. r' \ DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS P STM. SIR. #13 SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES 878.74 \ 877.48 877.63 EDGE �_. Vic` INV=868.50 ` 87874 67•/•29 I I Q \ IDENTIFIED AS GENERATING VELOCITIES IL CERTIFICATION AT2.5 FPS OR LESS THE TIME OF CONSTRUCTION, EDG H! D� , r � ' FLOW CAPACITY) SHALL REQUIRE AS BUILT 1107 10° PT. f ,i� / 878.2 / MINOR YARD INLET 977.29 - an.33 '` PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION t / f TOR=877.58 OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND 101, PT E PI , / 7&24 NSF Z` , e AS APPROVED BY THE CITY OF CARMEL SINE ,/ { 6 1N a7a24 j T I I ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER E SHL.. EIJub PINE) �e' 877 / a 7 F A` I GENERAL GRADING NOTES °_ aPINE,' 7a4o ;TOR=877.58 MINOR YARD INLET i'(DIiL a� 1 ALL NOTE: WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. i, A =" �,.• I 79.7 4 878.24 87744 �' i I OVERFLOW PATH � THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S �14 r n I /PERFORATED I STORMWATER MANAGEMENT AND STORMWATER QUALITY 2. SITE GRADING SHALL NQI PROCEED UNTIL EROSION CONTROL MEASURES 7 2 17 LF. OF 0 PVC UNDERDRAtN" ®® I '� I r' ORDINANCES. HAVE BEEN INSTALLED. _�R © A ' 877.81 TO 6 CURB e ` EN;` `- �' ` ' °0 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) _ r -EXISTING STORMWATER I ftr^ � I ' N DRAINAGE SUMMARY: 3.23 ACRES OF SITE DRAINAGE IS ROUTED THROUGH STORM SEWER TO THE PROPOSED DRY DETENTION INFILTRATION BASIN TO NORTH. REMAINING 1.27 ACRES DIRECT DISCHARGES TO EXISTING STORM SEWER TO THE SOUTH. ALLOWABLE DISCHARGES FROM MASTER PLANNED DRAINAGE REPORT BY CRIPE (10/17/2008). SITE ACREAGE 4.5 AC. 10 YR ALLOWABLE RELEASE RATE (NORTH) 0.82 CFS 100 YR ALLOWABLE RELEASE RATE (NORTH) 1.46 CFS PROPOSED 10 YR RELEASE RATE (NORTH) 1.11 CFS PROPOSED 100 YR RELEASE RATE (NORTH) 1.61 CFS ALLOWABLE ACREAGE TO BE DIRECT DISCHARGED TO SOUTH 1.38 AC. PROPOSED ACREAGE TO BE DIRECT DISCHARGED TO SOUTH 1.27 AC. IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. _ / _ a I 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY STM. STIR. #4 j I 57661 � �i STM. STIR. #6 I \ / � WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. -TOR=876 I 24 I \ TOR=876.24 - 100 YR. ELEV. _..... - =876.22 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT an.o2 I OF ANY POCKETS OF UNSUITABLE DETERMINE LOCATIONS I �ROLLER TO CONTRACTOR TO FIELD VERIFY `� - �'` I `/ � � 878 66 MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY ELEVATIONS OF PROPOSED HOTEL - INDIGO DRIVE. CONTACT ENGINEER � %'� �` � _--�.,\�,;�. ' � j I � � � UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE IF DISCREPANCIES EXIST. -- _=_ -__ � - . -.•-- >� I DETERMINED AT THE TIME OF CONSTRUCTION. y _ I ' WITHOUT PONDING IN ALL AREAS. AFTER 876.65 -I 8. PROVIDE POSITIVE DRAINAGE , OVERFLOW PATH STM. STIR. #5 '1 20 L.F. OF 4" PERFORATED ' I INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 876 TOR=876.24 PVC UNDERDRAIN TYP. I I ' BOTTOM OF POND "BIRD BATH" CONDITIONS. ELEV.=870.18 OL OVERFLOW PATH I IIr 9 GALL RADE EL POT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL EVATIO r I , 874 I POND CROSS-SECTION ' I r 877.2 876.88 77.44 877.20 I I I.. NOTE: 10 FINISH HPGRADEIATE DETAILS TO ELEVATIONS INDICATED. MINE SUBGRADE ELEVATIONS BELOW X13 / I - ------ ------------ I. - ------ - ---- I I;ac 976.27 STORM SEWER AND UNDERDRAINS BENEATH PERMEABLE PAVERS SHALL CONTROL 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM ELEVATIONS OF WATER AND OTHER UTILITIES. TO THE CITY OF CARMEL STANDARDS. /8C ADJUST OTHER UTILITIES TO MEET MINIMUM J STM. STIR. #2 / j i I CROSSING REQUIREMENTS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. / TOR=875.40 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. N I I 1I I a I �o#} 'x 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE STM. STIR. #3 I STM. STIR. #1 o m° TOR=875.40 i TOR=875.85: ` ♦ 1 _-------_ °g° EXPORTSTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR -- k ITC B7 A I `FLOODWAY INSURANCE RATE MAP v - T I I r - = �"--.�...__.------- - 15 THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR �...-W� ��F� -`-•`---------•- FLOODWAY FRINGE AS INDICATED ON THE TH ---- qt ----------=__----°�----- - - r R �rPA-- -12'° 1-®1°°Yd i8.'°i4i- ___•- Jj OVE co 0,ti PTFE /' 6 i INV=871.06 _ - - - - -IRG - - - - - - - - W 6 60 / ' / // v .. �`� � � � __-___ / 'y� //�: ' I �, � , ADJUST VALVE BOXY PINE e - - - - - �-- �/ r� I I / - ..- TO PROPOSED GRADE N �V. C I ADJUST SANITARY CASTING J �° : r /'/' ✓� I TO PROPOSED GRADE N a 7P ' MEMORIAL 'BALL '1 __------ �" C sr s= s s sr sx s= . _ s - n o /� / C, ST ^�._ _sr'C �3C- BTB r B'; B C Bi BTB BTC ;r- -BTC � /' r -.._---- �3C3rG- .. BE,. BES BE BE BEC- -........ E. B�� gE. BEC BEC C -7� .-•••:- Bk. BEC B__ ... E -...._ TC N�TNE.. 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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 - INDIANA UNDERGROUND - ■ 0� Elm AMERICAN STRUCTUREPOINT INC. www.structurepoint.com 0) O 2 Awb_ A11111111� .Am� IW717M S InII IBM co 0 D 0 Q Lu Z Z z o Q W � o U) <Z< LL LLQZ 0 Z < 01- Q DZ W i0 J - w Z m Q�- 2U)W Q� ;� LU Z t��Q a _ QU i= CIO Sm � z � LU LU U Z LLJ ca co O U CERTIFIED BY: t No. Y� 1070827Q, SLATE OF'c NORTH: z 0 a it U LU LU 0 w Q O LU w SHEET NO. C4.1 IN ,FFFvTRAcro, /y6 TjO ks OT �0/-ppScwetNcc!PIV--R/ F /Fe�qST y 4 c �?t C FR :•• STM -1 NOTE: STORM SEWER AND UNDERDRAINS BENEATH PERMEABLE PAVERS SHALL CONTROL ELEVATIONS OF WATER AND OTHER UTILITIES. ADJUST OTHER UTILITIES TO MEET MINIMUM CROSSING REQUIREMENTS. 0' 40' 80' SCALE: 1"=40' N S TOR`8?6 A9 sTM W1II9I81 11+00 12+00 13+00 14+00 15+00 16+00 EXISTING LEGEND SANriARY SEWER & MANHOLE 0 POWER POLE PROPOSED LEGEND O STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE ■ ■ — —G— —G— —G— GAS UNE ® TELEPHONE RISER STRUCTURAL BACKFILL ■. — —W— —W — —W — WATER UNE ®8 UTILITY RISER; ELEC. & CTV —E — —E — —E — ELECTRIC LINE(AERIAL) "T ( ) ❑ ELECTRIC TRANSFORMER AMERICAN —T — —T — —T — TELEPHONE UNE (AERIAL) o-0- STREET LIGHT STRUCTUREPOINT — — — —CTV— —CTV— CABLE TELEVISION (AERIAL) A LIGHT POLE CAUTION!! www.structurepoint.com INC. — BTC— — BTC— — BTC— BURIED TELE. CABLE `l'Y FLOOD LIGHT THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES —BEC— —BEC— —BEC— BURIED ELEC. CABLE ® TRAFFIC SIGNAL SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, — BCTV — — BCTV BURIED CABLE TV FIRE HYDRANT valves, and marks made upon the ground by others ) AND d� VALVE; GAS & WATER ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER — — — RIGHT OF WAY UNE EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO LIM STREET SIGN ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND — — — — — — — EASEMENT LINE y EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID — CENTER LINE ® ELECTRIC MANHOLE EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. TELEPHONE MANHOLE D. DEED DIMENSION ® 1-800-382-5544 CALL TOLL FREE M. MEASURED DIMENSION 0 SEWER CLEANOUT - INDIANA UNDERGROUND - WATER METER P. PLAT DIMENSION 10 GAS R. RADIUS METER LO °'0 ELECTRIC METER L ARC LENGTH IN PIPEUNE MARKER POST FND. FOUND LUAMJ ® PIPELINE PATROL PLANE MARKER ® PIPELINE CASING VENT PIPELINE TEST STATION o DENOTES A 5/8- DIA. REBAR WITH YELLOW PLASTIC CAP SET. MAILBOX CAP STAMPED 'P.I. CRIPE FIRM NO. 0055' UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD 0' 40' 80' 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED -P.1 CRIPE FIRM NO. 0055• UNLESS OTHERWISE NOTED. SCALE: 1"=40' Jam....' E. -T -0I11 STM -2 C. ;a :•• 885 i_... _ ..__._ . `i w 885 i 0 W m t�C FNM n Cr.CL t 1 ._.W_.._....__. 3 O1 + ago n 06 pp♦N�_ _ ♦N ..000n0. Mn^ Mto z sso 0� ao co .. .. >z sso (DJ N Z N z z CL -Jill ...._....__ _ 875 875 870 0.w 870 co __119 LF OF 12" RCP ® 0.32% SLOPE ..—_._�� 865 --_.._._..... .._ _..... ---------- i � 865 N 00 O ` rDID r\ 860 860 KFILL STRUCTURAL --.-. - 1 PROPOSEDUCTURAL GRADE• / --•-•��1 t- 1 1 1 Row", FZAO OA • • 1 = 0.0iiZo ii 1,0�V / FMANIM MAI VZAIZZAIZZIA ii�iiiVZ?i a- • —30 PVC' �:100 —IRRIGATIONRAL • • • •- .—SLEEVE i• i• i• i• i• i• i• i• i• i• i• i• ' - W1II9I81 11+00 12+00 13+00 14+00 15+00 16+00 EXISTING LEGEND SANriARY SEWER & MANHOLE 0 POWER POLE PROPOSED LEGEND O STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE ■ ■ — —G— —G— —G— GAS UNE ® TELEPHONE RISER STRUCTURAL BACKFILL ■. — —W— —W — —W — WATER UNE ®8 UTILITY RISER; ELEC. & CTV —E — —E — —E — ELECTRIC LINE(AERIAL) "T ( ) ❑ ELECTRIC TRANSFORMER AMERICAN —T — —T — —T — TELEPHONE UNE (AERIAL) o-0- STREET LIGHT STRUCTUREPOINT — — — —CTV— —CTV— CABLE TELEVISION (AERIAL) A LIGHT POLE CAUTION!! www.structurepoint.com INC. — BTC— — BTC— — BTC— BURIED TELE. CABLE `l'Y FLOOD LIGHT THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES —BEC— —BEC— —BEC— BURIED ELEC. CABLE ® TRAFFIC SIGNAL SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, — BCTV — — BCTV BURIED CABLE TV FIRE HYDRANT valves, and marks made upon the ground by others ) AND d� VALVE; GAS & WATER ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER — — — RIGHT OF WAY UNE EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO LIM STREET SIGN ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND — — — — — — — EASEMENT LINE y EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID — CENTER LINE ® ELECTRIC MANHOLE EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. TELEPHONE MANHOLE D. DEED DIMENSION ® 1-800-382-5544 CALL TOLL FREE M. MEASURED DIMENSION 0 SEWER CLEANOUT - INDIANA UNDERGROUND - WATER METER P. PLAT DIMENSION 10 GAS R. RADIUS METER LO °'0 ELECTRIC METER L ARC LENGTH IN PIPEUNE MARKER POST FND. FOUND LUAMJ ® PIPELINE PATROL PLANE MARKER ® PIPELINE CASING VENT PIPELINE TEST STATION o DENOTES A 5/8- DIA. REBAR WITH YELLOW PLASTIC CAP SET. MAILBOX CAP STAMPED 'P.I. CRIPE FIRM NO. 0055' UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD 0' 40' 80' 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED -P.1 CRIPE FIRM NO. 0055• UNLESS OTHERWISE NOTED. SCALE: 1"=40' Jam....' E. -T -0I11 STM -2 C. ;a :•• 885 i_... _ ..__._ . `i w 885 i 0 W m t�C FNM n Cr.CL t 1 ._.W_.._....__. 3 O1 + ago n 06 pp♦N�_ _ ♦N ..000n0. Mn^ Mto z sso 0� ao co .. .. >z sso (DJ N Z N z z CL ...._....__ ..- ..............._.....__.. STRUCTURAL W PROPOSED_ GRADE_.. _. - BACKFILL REVD. 875 875 870 0.w 870 co __119 LF OF 12" RCP ® 0.32% SLOPE ..—_._�� 865 --_.._._..... .._ _..... ---------- i � 865 N 00 O ` rDID r\ 860 860 30+00 31+00 w J F - 0 c� Qz o zJ m D U-1 /1 o � <Z< �- U_Qz ZQ(D-g o Z z w 0 m Q�z p � ~J — U) _j p,�Z> zU)MQ a QT -U m i 0 W m LL. n Cr.CL z 06 0 z 0� < (DJ CL Cr. w 3:: 0.w co O0) w J F - 0 c� Qz o zJ m D U-1 /1 o � <Z< �- U_Qz ZQ(D-g o Z z w 0 m Q�z p � ~J — U) _j p,�Z> zU)MQ a QT -U W U z U Q = m U) o O U CERTIFIED BY: 00, No. '} 153 k0708270 0 0 ' STATE OF a+ 44 NORTH: n4& z O a it U co LU 0 W Q w of to SHEET NO. C4m2 i m m w z W U z U Q = m U) o O U CERTIFIED BY: 00, No. '} 153 k0708270 0 0 ' STATE OF a+ 44 NORTH: n4& z O a it U co LU 0 W Q w of to SHEET NO. C4m2 r�'" ► ��,:!�/��� 'TLA •.1 * :� IL w STM -3 onn ..•''1 t- 1 I- � 10+00 11 +UU+ 16 NOTE: STORM SEWER AND UNDERDRAINS BENEATH PERMEABLE PAVERS SHALL CONTROL ELEVATIONS OF WATER AND OTHER UTILITIES. ADJUST OTHER UTILITIES TO MEET MINIMUM CROSSING REQUIREMENTS. ON ON AMERICAN STRUCTUREPOINT EXISTING LEGEND - SANITARY SEWER & MANHOLE 0 POWER POLE STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE -G- -G - -G — GAS LINE ® TELEPHONE RISER ---------- .,=STRUCTURALI BACKFILL I� I ® ® IIiF�/ :f ELECTRIC LINE (AERIAL) ETD '98 LF OF 12w RCP 0 1 . - — -T -- --T - -T — TELEPHONE LINE (AERIAL) 11.M_ STREET LIGHT J a- Lu Z Q - -CTV- -CTV- -CTV- CABLE TELEVISION (AERIAL) W— LIGHT POLE - - BTC- - BTC- - BTG- BURIED TELE. CABLE W FLOOD LIGHT - -BEC- -BEC- -BES BURIED ELEC. CABLE ® TRAFFIC SIGNAL -- BCTV - -- BCTV BURIED CABLE TV �I� FIRE HYDRANT 10+00 11 +UU+ 16 NOTE: STORM SEWER AND UNDERDRAINS BENEATH PERMEABLE PAVERS SHALL CONTROL ELEVATIONS OF WATER AND OTHER UTILITIES. ADJUST OTHER UTILITIES TO MEET MINIMUM CROSSING REQUIREMENTS. :•1 PROPOSED LEGEND STRUCTURAL BACKFILL QAU1QN 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( Including, but not Ilmited to, manholes, Inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTIUTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE — INDIANA UNDERGROUND — 0' 40' 80' SCALE: 1 "=40' STM -4 VTTAI ON ON AMERICAN STRUCTUREPOINT EXISTING LEGEND - SANITARY SEWER & MANHOLE 0 POWER POLE STORM SEWER; END SECTION, INLET & M.H. E---- GUY WIRE -G- -G - -G — GAS LINE ® TELEPHONE RISER — -W - -W - -W -- WATER LINE ® ® UTILITY RISER; ELEC. & CTV - -E - -E - -E - ELECTRIC LINE (AERIAL) ETD ELECTRIC TRANSFORMER — -T -- --T - -T — TELEPHONE LINE (AERIAL) O -p- STREET LIGHT J a- Lu Z Q - -CTV- -CTV- -CTV- CABLE TELEVISION (AERIAL) W— LIGHT POLE - - BTC- - BTC- - BTG- BURIED TELE. CABLE W FLOOD LIGHT - -BEC- -BEC- -BES BURIED ELEC. CABLE ® TRAFFIC SIGNAL -- BCTV - -- BCTV BURIED CABLE TV �I� FIRE HYDRANT c� RIGHT OF WAY LINE � � VALVE; GAS & WATER - - - ` — -" — --- - EASEMENT LINE -'- STREET SIGN - - CENTER LINE ® _ ELECTRIC MANHOLE D. DEED DIMENSION ® TELEPHONE MANHOLE o o 10 SEWER CLEANOUT M. MEASURED DIMENSION 10 WATER P. PLAT DIMENSION NORTH METER 10 GAS METER R. RADIUS 10 L ARC LENGTH ELECTRIC METER U W O B PIPEUNE MARKER POST FND. FOUND ® PIPELINE PATROL PLANE MARKER Q ® PIPELINE CASING VENT rO PIPELINE TEST STATION O DENOTES A 5/8" DIA REBAR WITH YELLOW PLASTIC CAP SET. MAILBOX CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CRAPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. :•1 PROPOSED LEGEND STRUCTURAL BACKFILL QAU1QN 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( Including, but not Ilmited to, manholes, Inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTIUTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE — INDIANA UNDERGROUND — 0' 40' 80' SCALE: 1 "=40' STM -4 VTTAI 20+00 21+00 22+00 22+31 ON ON AMERICAN STRUCTUREPOINT INC www structurepomt com 2 AM. ro%w-% LU 00--albdiana. , OWN O � � � �� �� ■111 o z ry • J a- Lu Z Q I cc Z W— �� 0 3:: �Z II 0.04%///%.1 %////iro0A.10P ////////%%//////////%% ///�%//////////J%///////////////////.II %/////1%///MIMI///1,112M//////////.%////%II //////.II = • ii �I� '��Il c� w 00 W o -NE - • (LLLIW Q m Z w z m o o CERTIFIED BY. r * = N0. -oil l0708270' Q�z STATE IF NORTH z 0 CL CL 20+00 21+00 22+00 22+31 0 ON ON AMERICAN STRUCTUREPOINT INC www structurepomt com 2 AM. ro%w-% LU 00--albdiana. , OWN O W J LL. 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C4m3 0 PROPOSED EROSION CONTROL LEGEND MCI �.�104�` i1 r� /�` r' ----- - lllllll!!11 SF 1111111111 SILT FENCE +WOODE1 IP ■ CATCH-ALL INLET %-rj�'k C PROTECTION CROSBY SILT LOAM, p' _ 0 TO 3 PERCENT SLOPES 40' 80' NOTE:SOIL BOUNDARY SCALE: 1"=40' THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS L '�N �` [I• ® ® DISTURBED AREA APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. - --`` FD H DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL 00000, �/� 87 EXISTING LEGEND CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD' 110' .� --- / APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION """ _ , , -`��� TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH �' I °' § r � 1 j`� I-­-FFL' J. ,/�� �► SANITARY SEWER &MANHOLE ul POWER POLE r� $ 2 �F'� N, per`' ''� / �/' �,♦♦4t►t►tt►ttr��ll CONTRACTOR SHALL MAINTAIN ALL C � STORM SEWER; END SECTION, INLET & M.H C---- GUY WIRE DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS s 2 f. D G E � D d,•� SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES "fix "� { i ' " oo p0 --- SILT FENCE INLET PROTECTION BOXES �� co 000- ~``�- UNTIL PAVEMENT IS INSTALLED. AFTER — -G -- --'G " ---"G — � UNE ® TELEPHONE RISER IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL / � �,,. -f �,.� �,♦♦t � � PAVEMENT, CATCH-ALL INLET PROTECTION „_ .- - - - _ FLOW CAPACITY) SHALL REQUIRE AS BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION. , / tom► t►♦� SHALL N MAINTAINED IN EACH INLET W W -W WATER UNE ® ® UTILITY RISER; ELEC. & CTV PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION ��' r ,��� i'f OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND A' yL ----' _. / /�-,ftttt►ttttttt►t►ttt �' UNTIL CONSTRUCTION IS COMPLETE. - AS APPROVED BY THE CITY OF CARMEL. � /�' Xtl" C:19 Tsolo� --E - -E - -E - ELECTRIC LINE (AERIAL) ET[] ELECTRIC TRANSFORMER �/ -J'� j� / E �r ►t t ♦♦♦ EDGE SHLR ,.-��a ,S' t►►tt►►tr► ! ,, ! NOTE: -T - -T - -T — TELEPHONE UNE (AERIAL)0 STREET LIGHT / .' % ♦♦t 0(q NO EARTH DISTURBING ACTIVITIES MAY COMMENCE - -CTV- -CTV- -CTV-- CABLE TELEVISION (AERIAL) LIGHT POLE / L8C/ �,�'' ,,---'�,♦♦♦♦♦t♦♦ \ / ♦♦ WITHOUT AN APPROVED STORM WATER MANAGEMENT /fp♦♦,♦t♦♦ �� O PERMIT. -BTC- - BTC_ BURIED TELE CABLE d FLOOD LIGHT 1P ♦, ♦♦ NOTE: -BEC- -BEC--- -BEC- BURIED ELEC. CABLE ® TRAFFIC SIGNAL �'" / '�-..f ♦� � ♦ t, -BCTV - -BCTV BURIED CABLE TV d -b FIRE HYDRANT ,111I.11� SI"IIH�R / ♦♦ � `� / IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE F'L' ♦♦♦♦O♦♦ 2" MULBERRY t7 / EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF _ _ _ RIGHT OF WAY UNE tk VALVE; GAS &WATER f /' ,�♦♦O ♦♦j�i� r` THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ` l $ l g ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. _ _._ _ — — ___ i STREET SIGN ® f � � �� !� � i ♦♦,,♦♦� �,�� � t� � � --- EASEMENT UNE ELECTRIC MANHOLE //� � / ,_...� I� ,♦♦♦♦♦♦♦♦ � / i \._ __-/" - - - CENTER UNE ♦p 8 / {�� i� ® TELEPHONE MANHOLE E GE SHLj DER♦♦♦♦�� ��i` D. DEED DIMENSION ,�r� �%'� � �♦♦♦♦♦♦♦ ��,� ��� i��, � �� �-- 'b SEWER CLEANOUT ♦♦ �� �� __ _ -- M. MEASURED DIMENSION %' � � ♦♦♦ � � i` 10 WATER METER f' ♦♦♦O♦♦ .'/'' ���� '� P. PLAT DIMENSION . .�E SHLIJER �♦♦♦♦♦♦♦♦♦ ��/� •���� / 10 GAS METER ♦♦♦, / R. RADIUS °'b ELECTRIC METER // ♦♦ %' G /' L ARC LENGTH / ♦♦ ♦♦♦ o o f /'' / I FOND. FOUND 0 PIPELINE MARKER POST ♦♦p ' ��. i�� ® PIPELINE PATROL PLANE MARKER ♦♦♦ / �j SNLDE Am �♦ i ® pIPEUNE CASING VENT F.L. � ��' /��� -- -"' © PIPELINE TEST STATION - i 878 ' � moi` Q MAILBOX �.f '`�.� / /� �� / o DENOTES A 5/8 DIA. REBAR WITH YELLOW PLASTIC CAP SET. EDGE SHLDER C CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. ® SPRINKLER HEAD f - ,' `` / FL78 O DENOTES A MAG NAIL W/SHINER1 SHINER STAMPED P.I CRIPE FIRM NO. 0055 UNLESS OTHERWISE NOTED. L <`' s �Plv HLDER FL10" PIt - // °° /10. 10" PINE a PI -I% , CrA ,�'` `'�--- �. �/ FLOODPLAIN STATEMENT 2 / PINE 22 i - -P'�' -- --`1 f� THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR Io'' na = FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE E SHLfiEf�O• 12 PINE ' -�' - �--�' �, ��,r !� =' nISTLeANt - rIt RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND ° ` L' 10' PINE 1 �' 87 CO�,,• = BOUNDARY 18057CO207F DATED FEBRUARY 19. 2003. �'d00DED A / f 14 j 14 \ '� 011 r !! 16" POPLARp EROSION CONTROL NOTES 11074 �6LMNDLAR / "' / -'` ♦♦♦♦♦viii =I / 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING / / - ` \ / ♦♦♦♦♦♦♦♦♦♦vim; = 11 REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. ♦♦♦♦♦ ♦♦ .�� _� 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT 12" P?4Ek p \ \ _� .----- O♦♦♦ ♦ �� - APPLY. /--" t � -p�J 4 � �..� � \ / ♦���♦♦♦ '��,, =� j / 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR R 10 PIN ^^� 1 / ' j SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM n 7 �� `� ll ♦ �i� LEAVING THE SITE. KE�� C 2 0 / PINE �6 " PINE 63 PINE 6 6160 f 6 PINE 7 MEMORIAL WALL SIN "` PIN r 605RINE 12? PINE .� i-875 -----� CONC I 875 WATER VALVE —SPRINKER CONTROL B X CNC WALK- 12" ASS °sem TOCKP SE 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF TOCKPL♦♦♦♦♦♦♦O� \ = J / DEEMED NECESSARY BY ON SITE INSPECTION. \ / �G' ♦ ♦♦♦ \ =' ``�.� / J 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES �"\ ,! ��i'♦�� f /� AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM \ '� �- ��� .♦♦♦♦♦♦♦♦ �� / WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES / �� ♦ ♦♦♦ - EROSION AT THE POINT OF DISCHARGE. \ \_ --♦♦♦♦♦♦♦♦ - / 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE 10 #1 11 a CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. t, = 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE Ifk1 FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, TEMPORARY SEDIMENT SOIL �� f AND AT LEAST ONCE A WEEK. OF STODRAINAGE SYSTEM SHOULD BE CONCRETE WASHOUT ,�� TRAP I �uNOARY 9. IWEATH R RTNIGHTFALL, THE PIPE NDS SHALL BE COVERED WITHRUPTED FILTERBY AND STAGING AREA \ :' FABRIC. Q0 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION to 873 t �' a ! OAREA N SITE. ALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS KU ALLOWED 11, THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR PORT -O -LET, DUMPSTER ROCK CHECK r �� ROCK CHECK FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP POSTING INFORMATION DONUT 1 COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F } 1 1 DONUT / FEBRUARY 19, 2003. It I cx� ___- _ / 12. SCHEDULE OF EARTHWORK ACTIVITIES: �`"-- -------- --- -- - --- � ---------- ` ___ a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT ---------------- - ------------------- - i ------ 873 TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SON AS r----_ POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO RT MOp -- - - - -----------8- - --------- -- NOT BE SEEDED PROTECT EXPOSED AREAS IF PERMANENT r---- - ---- Ip ---- ----- - 876 -_� �..,�_____ , �___ _�z..,W_____�z.�_ _-.���_ ----._.�._ WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS R AS ,f IP 12" 12"W-12" "w i2" DIRECTED BY THE ENGINEER. '• or �i ,� b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. I i IP J STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL_ N IP INSTALLED WIATH N TION SEVEN (7) DAYS AFTER FIAND STUCTURAL NAL GRADING OR S SOCONTROL DEVICES ON AS POSSIBLE- __-- -- G I G ----- ST ST ST Si ST ST ST y -Y G BTC SE —`rBEC BTCBEC CBEC �GE3EC BTCSEC EC BE� BTC; �CBEC BEC C SEC C8TC —9ECBE 6 cep-'" "`"sL�_sTc - Ec--_-------------------------------r°f-----t''------- •�i _-------------f-/ �}�+�-- ----�--------------------- It ------ Y _ G! --- •-_--- I ■ '� A i n e a ell irnn�i 6210 o, - - - - �� / t? tVG rlp;ln !' \n CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, Inlets, valves, and marks made upon the ground by others ) AND 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 EVIDENCE 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 - INDIANA UNDERGROUND - No 0� ■■ . AMERICAN, STRUCTUREPOINT INC www structurepomt com Z 00 a 0 z o � z W 0 W 0. T z (D WQZ aF- W Q Z CL j0 E' � w oLU LL QzQ F— c9 LLQ Z Z CD E Lt — Q o Z �wz p Q�J w �■ (n LTJ O on Q —�� JCo 0ZMQ Q r V h T g mLU LLJ o z � w m U)D U CERTIFIED BY ,"a�am�ne� n a i m rrrGhi�r� p't Y n� F '% a� �• G �� " �E IST �RFo,F2 *F No. 0708270: O t� STATE OF — - I I (./zs NORTH. n4& SHEET NO C5.1 } _. —M fill I,, Z 00 a 0 z o � z W 0 W 0. T z (D WQZ aF- W Q Z CL j0 E' � w oLU LL QzQ F— c9 LLQ Z Z CD E Lt — Q o Z �wz p Q�J w �■ (n LTJ O on Q —�� JCo 0ZMQ Q r V h T g mLU LLJ o z � w m U)D U CERTIFIED BY ,"a�am�ne� n a i m rrrGhi�r� p't Y n� F '% a� �• G �� " �E IST �RFo,F2 *F No. 0708270: O t� STATE OF — - I I (./zs NORTH. n4& SHEET NO C5.1 H � J'I ■ �tJ '-• • .. s & "W% [i Pro AMERICAN A • STRUCTUREPOINT '•• • r Y ISR " A ♦ _ � ♦+I!�A��;1y fir" i�.[I ice!/ ice.!/ /! fS �C♦v►G c �i �►♦G r/j�♦♦ty♦�i��w''�'.�'►�'�'! � 1 a 111 «• ♦'aev'i,G*♦•�♦ice♦G�•r..G♦♦♦iC♦,� ► � �♦♦�;ti�,1►�Zi'� � ♦'•j+moi ,�♦,r����o� ��i,�G° �i�'G�►���,,►�,•y,, 1 1 al 1 1 ., ♦♦�.-C♦♦moi. ♦�♦i. ♦ ����� -• • :• ■ w ^. ° ♦�t��C�♦� �?��y'�j'���1�1 ���j,�i ♦i���1 E� 1•G,rli ♦ ♦ ♦�♦ ��y,,, ' - . - 1 - � �♦♦i l,Ij.t ♦I AI♦��III fvlj�j ♦♦♦♦♦ R ��♦O.ei♦iii♦..�'♦♦♦♦t•,�i�i♦111''i►.��►♦♦♦� � • - '1 �-. ' ♦ G.G�Q♦� ♦♦♦�r�����i��♦♦fir: %�♦��,��, - o,. � ♦ ♦ ♦. • • - - • 1 • - • � � •I��CG♦♦C�►�i�i►�� ♦ :•'�i;�i ♦��'�•`��i�i'i'i „i�♦C♦♦♦� � 1 1 k wy fvr • 7.♦�i11111I�I♦♦ter ►. ,iii `,�L• ;,i �i��'♦•♦♦ , • �' �`�'• - • 1 1 1 1 � ►kts,?.`r � '•1'��'��*♦♦��t'� ♦�� - - w 1 � � •, r rI 1 ► 1 - • - • - • - 1 1 • - 1 1 • - - . � �,'? � €=+s�►iC�'#,�`r;. *� ..may ♦ t�,� �, r� � .fir r s � r 1� ^ • 1 1 • 1 ' • - • 1 1 • • 4:1111-11 m F0 No,.] MH RIL1111111:41 ' �ti,�#! •! r i � n�i � � '�♦�ia•,��1� ` .+s r�r r :i r' � �i • 1 • 1 ; 1 1 •- • 1 • • • :1 1 1 • • • • ,... art{#. `� ��,1 �Ii,�•� ® i �."�.. r !r i 1.107 , ea R = I U 0 EROSION CONTROL NOTES 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING W LL. LLQ Z I I I REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. PT. {`• _ j I I AREA EA TO BE I r ' i EROSION CONTROL 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT Q Z ~ Q e- SEEDED - ' �' - / I I BLANKET REQ D. APPLY. J z Z z " T 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR— P �` P P ' A� I 77 ��s IP 0 h I I I ' SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM 00 Q Q J I f AREA TO — BE SEEDED 6� 'Cj G� 6 k PINE, ',' � PIN` 6# (-b 6 PIKE g � 6160 PINE 7PIN1r MEMORAL WALE % 75 ('ONC. . MATER VALVE —SPRI rR CONT%OL BPX CONC. WALK- f ,s ^q ice' �i� _ _ --•--f-, — � ,��,'" 12 PI_ E \ P 1d6 . I olle �` �� TT 17 874 I I EAVING THE SITE. p 2 CC ' - - 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF � — Ll.l DEEMED NECESSARY BY ON SITE INSPECTION. 0 0 I 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES♦~^ 0 V I ' j AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM w v, M Q IP I I I WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES a Q C)r• ( l EROSION AT THE POINT OF DISCHARGE. �'��•,�. I I I --~"~r i 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE SOIL \\���� CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL yy BOUNDARYUj WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. S m M GRAVEL CONSTRUCTION ��\�\\\ 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE a � m ENTRANCE REQb MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE n FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE o o o f f!\\\\\ FOR DISPOSAL. CERTIFIED BY: ��\COLLECTED8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE \\\\\\\� BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, 11m)NI 0000 AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY F, : -` -------------- - ---- _ _ I ` I CONCRETE WASHOUT AND' WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER ------ I STAGING AREA a FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION I`• I/ I PORT -O -LET, DUMPSTER ONES TSEHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED i• j� I POSTING INFORMATION ROCK CHECK / // AREA TO BE I i / IP -j IP i/ SEEDED 1-�-, ' Ip ������1 I DONUT 11. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR � FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP I f ' COMMUNITY PANEL NUMBERS18057CO206F AND 18057CO207F I . AREA TO BE �e FEBRUARY 19 2003. :::;•■ I , 41- 12. SCHEDULE OF EARTHWORK ACTIVITIES: SEEDED - - -- I - -- - - -- ----- --- _. s_...__ - a. --------.. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS _ _____ ____ _ _ _ __ POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO - - IP �a""w T'" "- —'z" PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED sF �y■ ■' ..------- WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS - - \��\ 4 ■■ w i DIRECTED BY THE ENGINEER. - - - I -� ■ IP �"---,� - � ...- ���' ��- IP fid, b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. r -' ■ �"-----.. _- AREA TO BE _... ■ ■ STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND ,✓ ; ,�,FINAL VEGETATION A . , yj 1 ,., —" —""— —• ; SEEDED � Y^ ^ � - , • G — INSTALLED WITHIN EVEN STRUCTURALND ) DAYS AFTER FIINAL GRADING OROL CES SHALL BE AS SOON AS _-_ �"^„ s -r -�-�- ST ST ST � �=--��' � S W� sr -•-. - - — .._.e. _ � POSSIBLE. G '"�.+�' S' BTG - . 87 EC iC C RIC rC BTC C TCBEC "-_- £C BTC TC C CBEC �#i£G ._f - C STC C Bi C C. '��r�----��=BEc------3Ec— ----'----------- �^^�y —_..= BEC----- — 9EC ---- ------ B -- , CrA 24 C I� RR°�6210 t�o# 1 6p 21 - ' f CAUTION II 879 ' i PIKE .- . 878 � � ��� G' SPRUCE ��' �� r- 621 " C s`' }THE LOCATIONS OF AI1_ V3 I i SHOWN ON THIS PLAN ARE IBASED UPON ABOVE GROUND ES EVIDENCE g b • � ' (indudin , but not limited to, manholes, inlets, i valves, and marks made upon the ground by others) AND I \ E "- -- - I ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILIT1ES FOR WHICH IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVEEGROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID i I I N _ `"......I EXISTING UNDERGROUND UTILITIES HALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. IBM 87,E _ `\. 1-800-382-5544 CALL TOLL FREE - !` INDIANA UNDERGROUND f0, Ns STATE OF E G NORTH: n4& z 0 n U w 0 w v kL �:I•:11•&1 C5.2 D 7 D ap ry�Rwo w 1.107 , ea R = I U 0 EROSION CONTROL NOTES 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING W LL. LLQ Z I I I REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. PT. {`• _ j I I AREA EA TO BE I r ' i EROSION CONTROL 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT Q Z ~ Q e- SEEDED - ' �' - / I I BLANKET REQ D. APPLY. J z Z z " T 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR— P �` P P ' A� I 77 ��s IP 0 h I I I ' SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM 00 Q Q J I f AREA TO — BE SEEDED 6� 'Cj G� 6 k PINE, ',' � PIN` 6# (-b 6 PIKE g � 6160 PINE 7PIN1r MEMORAL WALE % 75 ('ONC. . MATER VALVE —SPRI rR CONT%OL BPX CONC. WALK- f ,s ^q ice' �i� _ _ --•--f-, — � ,��,'" 12 PI_ E \ P 1d6 . I olle �` �� TT 17 874 I I EAVING THE SITE. p 2 CC ' - - 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF � — Ll.l DEEMED NECESSARY BY ON SITE INSPECTION. 0 0 I 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES♦~^ 0 V I ' j AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM w v, M Q IP I I I WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES a Q C)r• ( l EROSION AT THE POINT OF DISCHARGE. �'��•,�. I I I --~"~r i 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE SOIL \\���� CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL yy BOUNDARYUj WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. S m M GRAVEL CONSTRUCTION ��\�\\\ 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE a � m ENTRANCE REQb MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE n FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE o o o f f!\\\\\ FOR DISPOSAL. CERTIFIED BY: ��\COLLECTED8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE \\\\\\\� BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, 11m)NI 0000 AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY F, : -` -------------- - ---- _ _ I ` I CONCRETE WASHOUT AND' WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER ------ I STAGING AREA a FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION I`• I/ I PORT -O -LET, DUMPSTER ONES TSEHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED i• j� I POSTING INFORMATION ROCK CHECK / // AREA TO BE I i / IP -j IP i/ SEEDED 1-�-, ' Ip ������1 I DONUT 11. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR � FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP I f ' COMMUNITY PANEL NUMBERS18057CO206F AND 18057CO207F I . AREA TO BE �e FEBRUARY 19 2003. :::;•■ I , 41- 12. SCHEDULE OF EARTHWORK ACTIVITIES: SEEDED - - -- I - -- - - -- ----- --- _. s_...__ - a. --------.. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS _ _____ ____ _ _ _ __ POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO - - IP �a""w T'" "- —'z" PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED sF �y■ ■' ..------- WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS - - \��\ 4 ■■ w i DIRECTED BY THE ENGINEER. - - - I -� ■ IP �"---,� - � ...- ���' ��- IP fid, b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. r -' ■ �"-----.. _- AREA TO BE _... ■ ■ STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND ,✓ ; ,�,FINAL VEGETATION A . , yj 1 ,., —" —""— —• ; SEEDED � Y^ ^ � - , • G — INSTALLED WITHIN EVEN STRUCTURALND ) DAYS AFTER FIINAL GRADING OROL CES SHALL BE AS SOON AS _-_ �"^„ s -r -�-�- ST ST ST � �=--��' � S W� sr -•-. - - — .._.e. _ � POSSIBLE. G '"�.+�' S' BTG - . 87 EC iC C RIC rC BTC C TCBEC "-_- £C BTC TC C CBEC �#i£G ._f - C STC C Bi C C. '��r�----��=BEc------3Ec— ----'----------- �^^�y —_..= BEC----- — 9EC ---- ------ B -- , CrA 24 C I� RR°�6210 t�o# 1 6p 21 - ' f CAUTION II 879 ' i PIKE .- . 878 � � ��� G' SPRUCE ��' �� r- 621 " C s`' }THE LOCATIONS OF AI1_ V3 I i SHOWN ON THIS PLAN ARE IBASED UPON ABOVE GROUND ES EVIDENCE g b • � ' (indudin , but not limited to, manholes, inlets, i valves, and marks made upon the ground by others) AND I \ E "- -- - I ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILIT1ES FOR WHICH IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVEEGROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID i I I N _ `"......I EXISTING UNDERGROUND UTILITIES HALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 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LL�oN3""003 ------ - -_ e_ _ 838 V3fiMd)R____� .,..__.._ 31I1X31030- u - -- _ NMNIVRMad SLSOd 3oVdS N3AOM NON , TEMPORARY SEDIMENT TRAP Temporary Sediment Trap Rock Dam Worksheet 3 of slope 5r, = 1.55 feet Fp, = 3 test 66I fast rhrck 1 ' �,) _y gravel filter A,, = Apron Length D,j = Dant Height FPg = Hood Pool Elevation Su = Spillway Depth Tw = Top Width T, = 3 feet /-- -!--I slope DH = 3 fest .Filter fabric I & = 5 -feet Source, p d=W from No,9r Caro.r a Erosion w4 Sadraml Ovntroi Planning and Dmun Vanual,1293 ISO Chapter 7 - - - — TEMPORARY SEDIMENT TRAP Temporary Sediment Trap Outlet Worksheet October 1007 L12 s 3 : i slope So = 18. inches t'eet'—*I suras_ i Geotext,le filter fabric'rp '. 2 •l slo EMN Rs' = 4 feet R8w = mock Dam Bottom Width St, = Spillway Depth Sa,,, = Spillway Bottom, Width T = Sp,lhvay Side-Stope ArrmmentThickness Source. Adapted'rom North Care,ina Erosion and Sed,menk Cortroi PLInning and Design Manual, 1993 Overfill b inches to allow for settlement Ocfa erl&J7-_ -- - " " Chapter 7---- 189 n ,• DIRECTION ,H -r_ N OF FLOW #8 STONE (1' —� MIN. THICKNESS) TOP OF DAM BOTTOM OF DAM — e cumrs NCY :RFLOW WEIR 2' SECTION B -B I I –II1I. I l „Ill #,STONE � � I, IEl I I -=I I 1=1 I, SECTION A -A ROCK DONUT DETAIL NOT M SCALE ROCK DAM MAINTENANCE REQUIREMENTS 1. INSPECT DAMS AND THE CHANNEL WEEKLY AND WITHIN 24 HOURS OF ALL tie STORM EVENTS, AND REPAIR ANY DAMAGE IMMEDIATELY. 2. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A RIPRAP LINER IN THAT PORTION OF THE CHANNEL 3. REMOVE SEDIMENT ACCUMULATED BEHIND EACH DAM AS NEEDED TO MAINTAIN CHANNEL CAPACITY, TO ALLOW DRAINAGE THROUGH THE DAM, AND TO PREVENT LARGE FLOWS FROM DISPLACING SEDIMENT. 4. ADD ROCK TO THE DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES, REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION MATERIAL, AND RE -STABILIZE. ROCK DAM INSTALLATION REQUIREMENTS 1. EXCAVATE A CUTOFF TRENCH INTO THE DITCH BANKS, AND EXTEND IT A MINIMUM OF 18 in. BEYOND THE ABUTMENTS. 2. PLACE THE ROCK IN THE CUTOFF TRENCH AND CHANNEL TO THE LINES AND DIMENSIONS SHOWN IN DETAIL, CENTER MAXIMUM OF 2 ft. HIGH YET 9 in. BELOW WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND THE ROCK AT LEAST 18 in. BEYOND THE CHANNEL BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL 4. INSTALL AS MANY DAMS AS NECESSARY TO SATISFY THE SPACING REQUIREMENT SHOWN IN DETAIL 5. STABILIZE THE CHANNEL ABOVE THE UPPERMOST DAM. 6. RECOGNIZING THAT WATER WILL FLOW OVER AND AROUND THE LOWERMOST DAM, PROTECT THE CHANNEL DOWNSTREAM FROM IT WITH AN EROSION -RESISTANT LINING FOR A DISTANCE OF 6 fL UNLESS THE CHANNEL IS PROTECTED THROUGH OTHER MEANS. END STORM PIPE EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN APRON r---- NO OVERFALL FILTER FABRIC SECTION NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND WELL -GRADED FILTRATION OR GRAVEL FILTER LAYER AT LEAST 6 IN. THICK 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT RIPRAP STONE AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER. 3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW THE RECEIVING STREAM. (RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL). OUTLET PROTECTION -DETAIL NOT TO SCALE O� AMERICAN STRUCTUREPOINT INC www structurepoint con vo I - I oldim, ne it 05 splane ' team Group co Cn J a 0 W Z _O z O W L W a a o W a z oU) o Qz< W �QQ z Q (j F-_ Q z zWa J 3::m Q0z o I— WSFW 0 �ov) U <gcn 0-Q� 0 $ m o w z O iL w m O d U CERTIFIED+tttuun m rrrryrrrrr�l� 3�\�,.• CGISTF�& k<� No. o7os27o:ca:c c s STATE OFOAIA timtt NORTH. SHEET NO to C5.4 SITE NAME The area scheduled for construction is known as 'Indiana Spine Group' (hereinafter referred to as the 'Pro jectl. PROJECT LOCATION The property is located along a private road, from 131st St. South of U.S. 31 in, Carmel, Indiana, at a latitude of 3905848.79' and a longitude of 8600917.1W.- 1. HYDROLOGIC UNIT CODE (HUC) 05120201090060 (Williams Creek) 2. IDENTIFICATION OF ALL RECEIVING WATERS The ultimate receiving water is JR Collins Regulated Drain. 3. PRE -CONSTRUCTION AND POST -CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Pre -construction 10 -year discharge: ±7 cfs Post -construction 10 -year discharge: ±1.11 cfs 4. SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater drainage from the site will be conveyed by a proposed storm sewer to a proposed detention pond located along the North side of the site. The ultimate receiving waters for the detention pond is JR Collins Regulated Drain. 5. IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER The detention ponds (designed by others) are designed to infiltrate some storm water before discharge. 6. SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS Soil information from the Hamilton County Soil Survey is on Sheet C5.1 & C5.2. This site has Crosby slit loam. The suitability of the soils for pavement (local roads and streets) is listed in Table 8 as very limited. The on-site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. The limitations of the soils for small commercial buildings as listed in Table 8 as very limited. The foundations of the building will be designed by the structural engineer to accommodate the actual bearing capacity of the sol. The on- site soil will be treated as recommended by the geotechnical engineer If the conditions are unsuitable for the foundation system. Remedial treatment may include, but Is not limited to, removal of the suitable soil and backfilling with engineered material Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable to this project. 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed sols 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Sol tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site: 1. Structural fill 2. Road Base 3. Plastic drainage pipe 4. Water main pipe and appurtenances 5. Concrete drainage pipe 6. Concrete culverts 7. Precast concrete manholes & Rock rip -rap 8. TEMPORARY AND PERMANENT STORM WATER QUALITY MEASURES STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE A Catch -All will be used a a sediment barrier during construction. Temporary sediment basins will be constructed during the inital earthwork on site. The detention pond will provide a sediment removal function in addition to the primary function of controlling peak discharges from the northern portion of the site. A Vortsentry will be Installed upstream of the detention pond that is sized to treat the entire site's runoff (4.5 acres). Temporary or permanent surface stabilization required for thin or bare area that is inactive for 15 days or more. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Refer to Sheets C5.1 & C5.2 for location and C5.3 & C5.4 for details. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be Installed on sloped areas where the slope exceeds 5:1 (horizontal to vertical). Silt Fence will be installed to prevent sedimentation from leaving the site. Because lengths and heights of the slopes are small, more aggressive erosion control measures were not considered. Refer to Sheets C5.3 & C5.4 for details. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS There are no proposed concentrated flow areas on-site. Straw bales and silt fences will not be allowed as concentrated flow protection measures. STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS The contractor shall install inlet protection in all inlets located in paved areas and silt fence around inlets in grass areas during construction. A Catch -All will be used as a sediment barrier during construction. Refer to Sheets C5.1 & C5.2 for locations and refer to Sheets C5.3 & C5.4 for details. Straw bales will not be allowed as Inlet protection measures. RUNOFF CONTROL MEASURES Not applicable., STORMWATER OUTLET PROTECTION SPECIFICATIONS Rip rap will be utilized for the outfall protection, refer to Sheets C5.1 & C5.2. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Rip rap aprons at inlets will be utilized to prevent grade destabilization. Refer to Sheets C5.1 & C5.2. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention pond and Vortsentry will remain in place as permanent features after construction is completed. Although the purpose of the pond is to restrict stormwater discharges, it wil also provide sediment removal removal function. g� MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE Inspection Schedule/Reporting o All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) 3 calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or 3 temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or Identify any incidents of noncom lianas. The contractor shall keep a copy of the inspection reports on site and permanently for a periodoftwo years � following construction. The on-site reports may be requested by inspections conducted by the City of Carmel. The existing adjoining parking lot and all perimeter city streets shall be monitored daily to prevent sediment from leaving the construction site. . - Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site Inspection reports. Soil Stabilization Inspections Seeded areas will be Inspected to confirm that a healthy stand of vegetation Is maintained. The site has achieved final stabilization once all areas are covered with �ppavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be Inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1. A pre -construction meeting rpust be held with the City of Carmel Engineering Department before any construc ion can proceed. 2. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re -anchored. 3. Inlet Protection: Sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50X 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. 9. Establish a watering and fertilizing schedule. 10. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. 11. Catch -All : The filter of the device should be cleared or changed when sediment or debris clog 75% of the filter area. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse Impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Modifications/Revisions to SWPPP Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing addional controls will be a continuing contractor/subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittees authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met- 1. et1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. DESCRIPTION OF PROPOSED POST -CONSTRUCTION STORMWATER QUALITY MEASURES Grading and Drainage Top soil will be placed in lownareas and seeded with grass and graded; not to exceed 3:1 slopes. proposed landscape trees and shrubs will also be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff, and reduce problems associated with mud or dust from bare soils. Infiltration / Dry Detention Basin There is a proposed dry detention pond North of the site. All of the site drainage will be directed through the detention system prior to discharge. Vegetation and a small outfall orifice will provide water quality treatment. The dry detention pond with vegetation encourages sediment removal by providing more time for settling and infiltration to occur. Vort Sentry Stormwater Quality Unit A Vort Sentry stormwater quality unit is being proposed with the development of this site. The Vort Sentry Unit provides a means for the removal of sediment, floating debris and free oil. Vortex separation helps to accelerate gravitation separation. Good Housekeeping measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer oversproy can be incorporated by the owner and/or occupant. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE See Sheet C4.1 for location and Sheet C6.4 for details DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST -CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the detention pond and swales which will remain in place after construction is completed, are described below. The patented Vortsentry provides a highly effective means for removal of sediment, floating debris and free -oil. Swirl technology, or vortex separation, is a proven form of treatment utilized In the stormwater industry to accelerate gravitational separation. Each Vortsentry is constructed of High -Density Polyethylene (HDPE), and is therefore modular, lightweight and durable. eliminating the need for heavy lifting equipment during installation. The Vortsentry provides full treatment for the most contaminated 'first flush.' while the cleaner peak storm flow is diverted and channeled through the main conveyance pipe. Post construction maintenance requirements for inlets & vegetated areas ore to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site In accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and/or seed as necessary. 9. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND -DISTURBING ACTIVITIES 1. A pre -construction meeting should be scheduled with the City of Carmel Engineering Department before any construction can proceed. 2. Install construction entrance. 3. Utilize the gravel construction entrance for Installation of the perimeter silt fence. Add stone if needed. Post the N01 at the entrance. Add protection measures to existing inlets. 4. Install staging c -aa, fueling station, material storage area and concrete truck washout. 5. Install Phase I rock check donuts. 6. Construct sediment basins as shown on sheet C5.1. 7. Strip the top soil and grade. 8. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets. 9. Areas left dormant for more than 15 days, must be temporarily seeded. 10. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlets. Final grade and stabilize slopes when inlets are functioning. 11. Install Phase II rock check donuts when storm sewer installation is complete. 12. Seed the perimeter of the site. 13. Start Building Construction. 14. Complete utility installation, curbs, paving,permeable paver Installation and building construction. 15. Install landscaping plant material and stabilize all disturbed areas. 16. Remove all erosion and sediment control practices when areas have a uniform gross cover. 17. After completion of construction, inspect and dean the dry detention area every 6 months. 10. LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL Excess soli shall be immediately stockpiled and seeded and/or removed from the construction site in accordance with all applicable laws. 11. TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Mulch should be applied with all seed. Refer to Sheet C5.3, within the Seasonal Soil Protection Chart. PERMANENT SURFACE STABILIZATION SPECIFICATIONS A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2' depth evenly over soil and incorporated into the top 6' of topsoil. Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. C. Slow-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorous and potassium made up of a composition by weight of 5 percent D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. G. Install erosion control blankets as indicated on the plan. H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas. I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. J. Refer to Sheet C5.3, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. 12. LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there are no individual lots on the property. The overall site pian, Sheet C2.1, shows the proposed site improvements. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS Since the entire site is under a single ownership, there are not any individual building lots. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a medical facility. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant 011, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source: Office building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot Type of Pollutant: Any pollutant associated with vehicular sources. grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source. Lawn and landscape areas Type of Pollutant Fertilizers, sol, organic material (leaves, mulch. grass clippings) The anticipated pollution sources are the vehicles that will use facility. including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti -freeze and other pollutants associated with vehicular traffic. 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated In writing to oversee, enforce, and Instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. Dust Control/Off-Site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site. off-site accumulations of sediment must be removed at c frequency sufficient to minimize offsite impacts. Sanitary/Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable tolet, or septic s stem reggulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwoter pollution prevention plan by the operator following on-site location of said facilities. Water Source Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas Equipment fueling, maintenance, and cleaning should only be completed In protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals,aints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site. and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan and Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated n writing to oversee, enforce, and instruct construction workers on proper hazardous materiM11% storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas. Material Handling and Spill Prevention Oils, grease, brake fluid and gasoline spilled on-site shall be immediately absorbed with products such as perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. Discharge of hazardous substances or oil Into stormwater Is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802 toproperty report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release. and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release to reflect the release, statin the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan The project supervisor should be notified of all spills. If a spill has the otential for roundwater or surface water pollution, the Carmel Fire Qepartment (317-571-2600) and the owner 317-844-6�0) should be contacted. If a spill does ollute the surface or gground water, the IDEM Spill Response Center (888-233-7745) and the County Surveyor IP317-776-8495)) need fo be contacted. (The Surveyor is a contact only if the drainage system discharged into a Regulated Drain.) All possible measures such as diking or calling a spill clean-up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times. 14. OWNERS INFORMATION Name: BROWNING INVESTMENTS INC. Address: 6100 W. 96TH STREET Representative: Title: Telephone: (317) 635-5030 Facsimile: (317) 634-5409 OPERATOR'S INFORMATION Name: Not available Address: Representative: Title: Telephone: Facsimile: Post -Construction SWPPP 1. Description of Potential Pollutant sources associated with the proposed land use: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants grease, antifreeze, windshield cleaner solution, brake fluld, broke dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source: Trash dumpster Type of Pollutant Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, sol, organic material (leaves, mulch. grass clippings) 2 Post -Construction Stormwater quality measures: a Location - Refer to sheet C41 b. Dimensions - Refer to sheet C4.1 a Sizing calculations - Refer to drainage report for this project d Detailed specifications - Refer to drainage report for this project e. Construction Details - Refer to sheets C5.3, C5.4 and C6.1 thru C6.& 3. Sequence describing stormwater quality measure implementation: The dry detention basin will be installed at the time of the grading of the site. After final grading of this area is achieved, the vegetation show on the planting pian will be installed 4. Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats. The dry detention/infilitration basin will be used to slow the flow of runoff from the site. An In-line Vert Sentry[ will be installed upstream of the proposed Infiltration / Detention Basin. 5. An Operation and Maintenance Manual for all post -construction stormwater quality measures: Please see the supplemental O&M for all required informatk n. I■ O� ■o AMERICAN STRUCTUREPOINT INC www.structurepoint com %wf 41 et 2 AON. Po%f-% LU malleo a Spine ^. roan ZIn a Q .J a. Z o p. Z LU a LU cc 0� CL 0 Z o z W J _Q z O F- W CL _J2 U) 50 LU O QzQ 0 LLaz Q a z (9Q - ZZ W 0 z m Q~J Li- p 2 (n W �CO) o Z U) CV) a - Q T- U LLJ U g LLI Q m QQz Ck w L) uJ m 0 CERTIFIE�D�Wkuu1numayln�y4 hyo fp"•. /di • * s No. 1-c-1,107082 0708270 F a 0\ STATE OF ,r•°� cu u�x NORTH- z 0 R U UJ v 0 SHEET NO c5m5 GENERAL NOTES: OTteae di maa ensiaro basad an a 8 in. curb hoWt They Mal be Prof Ibr otlusr cub tusighb. © vilueue aim Infaaeibi�i prsrlurdee onrdltrMdiiart to the width Mom, such width may be demeeaed to a r>nirlmum of Y-0. 3OThe bottom edge of the cmb ramp shellbe tWeh with the edpe of adjacent p w mw t and gutter Brie. ® La W ft areas at the top of curb ramps shat haws mmd 1 UM usues slope of 50: 1 In arty *'then. VVhan she W"sa 8lty preludes a MndkV slope of 30,1 In ally dhodkmt the stege perpsrrd idler to the orb fma shell not exceed 50:1. (NEI Q� .n ��..■� % 1' (TYP.) 8.33%+5%=13.33%>11% 5% DETAIL OF RAMP GROOVES alfedsarrdZtlbutol Defech bts woM elwmb rq nra _ SIDEWALK O ff site Wassbft FWkwas oto Si` - 12: 1. the widifr shown, the kaft width may be 10 lntepral asb deasaeed to 7-0 mkdm m. The axudng slaps of rias curb ram may be steepened to a mmfnun of 10, 1 for a maldesa., 5 kL ries. 8• Knape inkb should be located WN tram cub ramps to prevent puMM at the path at trawei. 7- See Standard OmwkV E 80"WAM12 for knPraved Occas on narrow aide mfr 8. Algebmk diTwwm in grade bdwean the bass Of curb rare and the gutter shall be Ihnhad th lass than 11 %. if It to rdrt practical, a 2'-0 wide leveret strip sha8 be provided. Sea SM slmW 9. t ofturn recommended width of ant ram is W.O. 10. Tooled robing shall be perpendicular to the direction of travel to cross roadway (parallel to the roadway centerline.) RAIWp PAVEMENT Io so to i 34" prefanrled josh faller 8„ .02 RAID 81i ENE CON13711=17m NIAL. C -...� � tl5 spru. � 1ti PAVEMENT INDIANA DEPARTMENT OF TRANSPORTA' CorAftallian of curbof SIDBANX CURB RAMPS i�om Dnp 04343 AL NOTES a DETAILS mpareW SEPTEMBER 2006 STANDARD DRAW NR NO. E 8044VYCU M No. /of Now LVINcys" 4 s 9750 - �'*■ sum as �= ALTERNATE CURB CONSTRUCTION lra, V ftwd , PER SECTION 8.09 OF SUBDINSION CONTROL ORDINANCE i8' BETWEEN EXPANSION JOINTS (MAX) a L PREPARED WBGRADE COMPACTED IN ACCORDANCE 11I1H SECTION 207.02 OF STANDARD RM SPECS: CONCRETE SIDEWALK N0 SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A CONCRETE 8' DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED JW STiDNE MLL BE USED AT A MINIMUM OF 4' BOTTOM OF 11A UFA :► ► rewAu:e 0 11:1111 M 14 Ny V✓ %\/\� a a r ,4 • a 3500 PSI CONCRETE • 71rtyl-:4- 120 'AINTFRE D NOTE: NG ING % 6 o A JOINTS SHALL BE CUT y!- W . f% ill" s1 � Y Yf f,�J. -' TAPE (LETTERS) o W7H A ,JOINTER HAVING A RAMS OF 1/4' AND FILLED o �' o 12'2 Ib. AINTED) STEEL S[GN ' TYP. POST (P ° " BLUE - ILLUMINATING WITH JOINT FILLER a 12V2 _15a 36 # VAN TAPE (BACKGROUND) P12C F i p U ' F10 OOTING 6'-0' MAXIMUM DISTANCE OR WIDTH OF WAX IP > V7 ■ � N Z � GREEN - ILLUMINATING 20 THAN 6--T BETIEE]�i TRANSVERSE JOINTS LESS GREEN - ILLUMINATING i8' BETWEEN EXPANSION JOINTS (MAX) a L PREPARED WBGRADE COMPACTED IN ACCORDANCE 11I1H SECTION 207.02 OF STANDARD RM SPECS: CONCRETE SIDEWALK N0 SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A CONCRETE 8' DEPTH OF CONCRETE TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED JW STiDNE MLL BE USED AT A MINIMUM OF 4' BOTTOM OF 11A UFA :► ► rewAu:e 0 11:1111 M 14 Ny V✓ %\/\� a a r ,4 • a 3500 PSI CONCRETE • 71rtyl-:4- 120 'AINTFRE D BIKE NG ING % 6 6C A 1724 GREEN - ILLUMINATING RESERVED . f% ill" s1 � Y Yf f,�J. -' TAPE (LETTERS) • PARKINGAS NEEDED o 12'2 Ib. AINTED) STEEL S[GN ' TYP. POST (P ° " BLUE - ILLUMINATING 10C TAPE (SYMBOL BLOCK) 12V2 WHITE - ILLUMINATING 36 # VAN TAPE (BACKGROUND) P12C , tACC"LE TRP ID EF T 15 F10 OOTING 48 NOT iN CONCRETE WALK 6C GREEN - ILLUMINATING 20 TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) I (I 1200x3'-6" CONCRETE—A FOOTING. RECESS FOOTING -I BELOW CONCRETE WALK 4'".IL 9 * ' VAN ACCESSIBLE " TO BE NOTED :� • _• _ FOR SPACES DESIGNATED FOR(-- -- THAT USE. 141—LTi-1 f 1177= 1 PERSPECTIVE VIEW -EARTH CUT AWAY CRADLE SHALL BEAR ON UNDISTURBED EARTH TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18- OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3- MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3' OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18' CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. NOT TO SCALE SHAPED BOTTOM OR 4 INCH DEPTH OF #8 WASHED GRAVE. 4" BELOW PERFORATED PIPE MIN. SWALE UNDERDRAIN DETAIL NOT TO SCALE r 3'-9' TO PROTECT BUILDI 2-#3 RE -BAR 6'-8- LONG OR FENCE 7'-0' 1 9" 2'-0* EDGE OF PAVEMENT �c PROVIDE #5 REBARS 1'-6" LONG IN 5/8'0 CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE n O n rrrl C--) C d V) CD y zCDD 0 L 21 IT, 121 . ► 10' ON TANGENT SECTIONS & 5' ON RADIUS SECTIONS 50' MAXIMUM TOP OF CURB 6' OR 8" TOP OF PAVEMENT VARIES W/TYPE BOTTOM TRANSVERSE OF CURB OF CURB EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL NOT TO SCALE NOTE: 6' 1 /4" 3' TOP SOIL-•- . `«� • COMPACTED BACKFILL `01 N BITUMINOUS PAVEMENT ` CLASS 'A' • CONCRETE MINIMUM STRAIGHT CONCRETE CURB NO SCALE NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. OT WASHED COARSE AGG. #53 do WELL DRAINED SUBGRADE CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PAVER INSTALLATION, SPACING, AND LAYOUT. CONCRETE PAVERS MIN. 3-1/81N THICK—%,s BEDDING COURSE 21N THICK (TYP. NO. 8 AGGREGATE ' 41N. THICK NO. 57 STONE OPEN GRADED BASE NO. 2 STONE SUBBASE 201N THICK TYP. NO. 8 AGGREGATE IN OPENINGS 8" FLUSH CURB ASPHALT PAVEMENT —4' PERFORATED UNDERDRAIN WHERE INDICATED ON PLANS SOIL SUBGRADE SLOPED MIN. 1% TOWARD OUTLET #11 SURFACE M #9 BINDER 2008 INDOT +� NO -53 STONE SPECIFICATIONS NO.2 STONE -' ` f — - 6" COMPACTED alt; WELL HEAVY DUTY ASPHALT �PAa70 Twos SUBGRADE PAVEMENT SECTION DRY DENSITY PER ASTM D1557 NOT TO SCALE e #11 SURFACE #9 BINDER NO. 53 STONE 2008 INDOT SPECIFICATION NO. 2 STONE II , III+—� =5 III�IIIIL! :f `III 1E1 I �f I COMPACTED do WELL DRAINED SUBGRADE LIGHT DUTY ASPHALT COMPACTED TO 95% MAX. PAVEMENT SECTION DRY DENSITY PER ASTM D1557 NOT TO SCALE RED BACKGROU (REFLECTING) WHITE LETTERS (REFLECTING) RITE BORD EFLECTING 8' CONCRETE PAVEMENT 6X6-W2.9XW2.9 W.W.F. a .�y a sr Tx a � • �. r-02 2 --- -- -- 6' COMPACTED AGGREGATE BASE NOT TO SCALE R1-1 MOUNTING HEIGHT - 7' ABOVE GRAE e REDUCE SPACING 40% SIGN TACK WA I BIKE 18 % 6 6C 3 1724 MIN . f% ill" s1 � Y Yf f,�J. -' .�'a •4 (� V.�.� 7 ../ • ,.f i f t..Jti1 IAC f i ;C�f STD. #11 SURFACE #9 BINDER NO. 53 STONE 2008 INDOT SPECIFICATION NO. 2 STONE II , III+—� =5 III�IIIIL! :f `III 1E1 I �f I COMPACTED do WELL DRAINED SUBGRADE LIGHT DUTY ASPHALT COMPACTED TO 95% MAX. PAVEMENT SECTION DRY DENSITY PER ASTM D1557 NOT TO SCALE RED BACKGROU (REFLECTING) WHITE LETTERS (REFLECTING) RITE BORD EFLECTING 8' CONCRETE PAVEMENT 6X6-W2.9XW2.9 W.W.F. a .�y a sr Tx a � • �. r-02 2 --- -- -- 6' COMPACTED AGGREGATE BASE NOT TO SCALE R1-1 MOUNTING HEIGHT - 7' ABOVE GRAE e REDUCE SPACING 40% SIGN DIMENSIONS INCHES A 18 1 C D E I F BIKE 18 % 6 6C 3 1724 MIN 24 % 8 8C 4 10 STD. 30 14 10 10C 5 12V2 EXPWY. 36 7/d 12 P12C 6 15 SPECIAL 48 1% 16 6C _L 20 COLORS EFLECTIVE BACKGROUND - REDITE (( REFLECTIVE)) STOP SIGN DETAIL NOT TO SCALE role SM Indiana ME W. Seine Group O V♦ J(D W W Q W J2 Ile o LL �Qz z (D�Q o Z ZW0 m Q Z p �J LuE3 (n L1J a. W Z v)MQ a Q�V 1m- 2 g` m 0 Z w U < Q W m cn U10 CERTIFIED BY a`�`111111111111 11!! l { I !!i!/��i/t �a�o�HY M. .r�t;ISTFRF fC''y * r NO. �1_Ili -�=10708270 ,Sk STATE OF 1714%4-1 NORTH n4& SHEET NO C6m! CITY OF CARMEL PAVING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSED RIGHT-OF-WAY FOR ROADWAYS, AUXILIARY LANES AND ASPHALT MULTI -USE PATHS. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER iS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: b) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL it)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER No CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. 2) FOUNDATION A) GENERAL i) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. B) EXCAVATION AND EMBANKMENT 1) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. li)EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING , AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. III) EMBANKMENTS (1)THE STAN ARD SPECISHALL BEIONN�UCTED IN ACCORDANCE WITH SECTION 203 OF (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES i) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(8) OF THIS POLICY AND ONLY THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. II)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS. CORRUGATIONS, OR OTHER IRREGULARITIES. III) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. Iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS COMMENCE. v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR To PLACEMENT OF THE AGGREGATE BASE. D) EXISTING PAVEMENT 1) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE iN ACCORDANCE WITH SECTION 306.02, 306.03, 306.05. 306.07 AND 306.08 OF THE STANDARD SPECIFICATIONS. II)LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02. 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS. Lit) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE CLEANED OF ALL MATERIAL., DEBRIS AND DUST RESULTING FROM THE OPERATION. Iv) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE LIQUIDATED DAMAGES. 3) AGGREGATE BASES A) GENERAL 1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. II)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, TIME WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS L) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. II)FROZEN MATERIAL SHALL NOT BE PLACED. Iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION i) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. R)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING L) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. IL)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) ASPHALT PAVEMENT A) GENERAL i) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. it)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND To THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. iii) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS. Lv) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/TRANSPORTATION, LAYDOWN, COMPACTION AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD SPECIFICATIONS. v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAVING SEASON. A) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING: (1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE LIMITS OF THE WIDENING SECTION. (2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO A CLEAN EDGE. (3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE WITH THIS POLICY. (4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. (5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS. B) PREPARATION 1) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE. II)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRiOR TO PLACING HMA MIXTURES. iii) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. iv) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. A) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. vil) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS. C) WEATHER AND SEASONAL LIMITATIONS 1) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 45-F (7°C) OR ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16 OF THE STANDARD SPECIFICATIONS. II)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE. iii) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. iv) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULLTIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. vl) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING. D) SPREADING AND FINISHING I) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C) OF THE STANDARD SPECIFICATIONS. II)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED. tit) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER MALL BE REMOVED AND REPLACED. iv) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN. MIXED WITH DIRT, OR IS IN ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED. E) JOINTS 1) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS. F) COMPACTION i) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED. iI)ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING. 5) INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF ALL COURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF INCH (1/27 IN ANY COURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER. OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTIONUCTiON DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION. THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. 1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT iN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6) ACCEPTANCE A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY DOCUMENFOR TS ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT iS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. 001 Q 0a 0 A 9 CD M U) M o = d C-7 0 n 1711M 0 r� � 9 `< o `i�l rn rn � to V) rrT MEASURED AT PROPERTY LINE RADIUS 30' MAX RADIUS 90' CURB -- - GUTTER-•--+- ~ r 30' MAX A DA RAMP (AS APPLICABLE) MEASURED AT PROPERTY LINE 2 M SIDEWALK PER DETAIL 10-14r-CONCRIETE, •' •« SIDEWALI( PER DETAIL 10-14 E ° ' ( 1n I , .. � . ­ - . �� s + NO SCALE CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, 30' RADIUS •:• •,, .. . +;'�. -.' ;+. CURB PER CITY ORDINANCE U9 ' C � > :".y' ..';.� Q ---�---�-- - i b IN Co CONTROL JOINTS EVERY T MAXIMUM ON RADII OTHERWISE EVERY 10' COMMERCIAL DRI/EWA YS NO SCALE NOTES-. USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8- AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SIE. ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOiNT TO THE REMOVAL LIMITS AND THE EXISTING CURB REWOVED PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION. 1/2- PREFORMED JDWT FILLER 6' 24' r-1 1/2" ,= r i : , 3 �� -J- SLOPE TO MATCH ADJAOENT CURB . "CONCRETE ' PAVEMENT 5 . '• - -, • ,r .. • � '3• .. 3-14 EPDXY COATED BARS PLACED AT V C. ON C p � COMPACTED SUBGRADE r- CONCRETE DRIVE Wl TH 2 M � COMBINED DEPRESSED CURB AND GUTTER W � NOTES NO SCALE CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, pD> O INCLUDING SIDES, WIEN FORMS ARE REMOVED. C � FACES MAY BE BATTERED TO FACIUTATE SLIP FORMING. Q DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE ;;u Co CONTROL JOINTS EVERY T MAXIMUM ON RADII OTHERWISE EVERY 10' I LLI MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' t1T USE a MINIMUM THICKNESS CONCRETE FOR RESIDENTUAL DRIVES C0 .D2 (n U o C7 M Z USE Ir MINIMUM THICK CONCRETE FOR COMMERCIAL DRIVES I* FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4% BACK OF CURB 12 3/4' * to �M ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2', BACK OF CURB 13 i/Y C7 C13 QWZ � J a A - P, " 1. '. . I ,_ . I . . e . . - . . . - . I I -�� . , I 0_,�� I ..I.. - I ..-.- . 1.11 I .1 . ' & j ,. . - . . , .sem'` ;A , Sidewalk teas - . . than 8'-0 width - Curb tf Curb ram I . ` ` Sidewalk , 6'-0 d 4'-0 0--u Sldewai , regwted slope 501 max 2'Y/. a Slope 12:1 • Slope 121 � . _I l - _I r -o , I 3 . SECTION AIA . - : ' - SECTION B-13 : ' NOTES . . INDIANA DEPARTMENi OF TRANSPORTATION See Standard Drawing E 804SWCR-02 j) Curb optional Shall be used when - SIDEWALK CURB RAMP `, for groove details. necessary based on field conditions. , .1. . TYPE . . SEPTEMBER 2005 See Standard Drawing E 604-SVVCR-02 110. Sea Standard Drawing E faQ4-SwCR 02'' , ' V ' STANDARD ORAVNNO NO E 8p4 $YdCR i0-.. . for details of detectable warnings surface. ; for typical rump construction detall, .,. L. 'rZ' ® See Standard Drawing E 604-SVYCR-02 11. See Standard Drawing E 604-SWCR-01 _¢ No. �w r w..e ivy, �z for alternate club construction 9750 - osooxsrkmamsv aR . and -t>Z for location Plan send " : - s - :,. B f -- General Notes respecliveh+. . I , ` n. »<...s Ks,a- s� �. w",N,.+n aR .»„ .tea . Utility strip wrdttL , . Type P - 2•-0 renin V-0 min for G V8 B'-0 min. iorType H Slope 5ti:1 max - . Pavement . K. " : , -,r B 1 . ., ":, . ... , . �. SECTI©N B -B A1. ` �� �4_, ` S,v`�'` sod ''.` . ' k'f . 5�tr.. O t3 ,�6` CafI : 1 6 �AN+ B l A' 1t) Q ' ►I �� ,I I'll B�/ 8 7 �Q .i` A 1P i3 -0:. h '. 'cod- . 11 ALK ell • ? t 1. A e 6 I 11 6'-0 ; , Varies• ` ' .� IN , .' . , $'O>�ti� U4y, A . 2"-0 s 6'-0. j°''� .. sod Sidewalk 0 3 B. '�- -. �' " �- • _. Pave ant1. Ip q . 11 11 SECTION A -A . B� S , - �pE G .. NOTES : . ` INDIANA DEPARTMENT OF TRANSPORTATION ©0 sidewalk across approach shell be ` . . ' SIDEWALK CURB'$ RAMP=S Q See Standard Drawing E 604-SWCR-02 sloped at 50:1 maximum transversely. , _ TYPE G AND TYPE H' for groove details. 11. See Standard Drawing E 604 -SMR -02 for SEPTEMBER NO. zoos (J7 Sea sfandard Drawings E604-SWCR-02 ` typical ramp construction detail �ARp aR"�""Nc �L°. E en4'�wcR as - for details of the detectable warning surface. >' 12. See Standard Drawing E 604-SWCR-01 and -02:.. ' if ¢ °'� No. � .l% Nk 11 � Y, s� W. �. See Standard Drawing E 604-SWCR-02 ,for Location Plan and General Notes respectively: = e 97sa a; sTkrs a ` } for aftemate curb construction. 's ./... sienna s Vertical face curb optional. .,s, •_ aw_.o,,,e=„A= ,,,,E - ..',.�, OO- . f. 1 _ - MOTES: - I R - ( See Standard Drawing E 804-SWCR-02 v► ,& b forgroovedetade.' ' _ .. . • - (t Sae Standard brewing E 804•SVYCR-02, _ res,' . , rordotaftofthe detectablawam»g... ' r,1. . 11 I N - � Sea standard Drawing E 904-SVUGR-02 . q �> 6 ©b for aftemate curb oorratLrc4crL. B a 4 Q, _ 4%' ' B - 10. See Standard Drawing E 804-SWCR-01 .�°�° ..and-0¢for lor:a4onPlan and �:°..•° IP-. f $a°°s ° • R° ° 121 Generatl Notes respectively .*Ii.. 3-..: .. • 11. Sea Standard Drawing E 8o4 -S=R -02 7 8 r t9a typical rarna consaurbon aetaR ' .. , .. Lam,,,. bI..- .. .. , . . ` OtoB-0 4-0 otov-o . . , . Sidewalk� Sidewalk I . " _ SECTIONI B -B ., , , . . 4.Q . slope 12:1 . 2'.0 6 INDIANA DEPARTMENT OF TRANSPORTATION - - .. SIDEWALK CURB RAMP TYPE A V,...- r. -• - .,. SEPTEMBER 2005 .,?I..•'" STANDARDDRAWiNONO. E 804-SViM-03 Yi prefomiedlrnrttilller � . - - " �q 11 , m No. im i✓ pwuro t ua raaw sem . - - 1 e 9750 , _ De a+• aswEos . Ins . , i sf.a a `1, 2 . Palo - SECTION A A - . 'v.., �.�t �' "wa«.r°,. . .,.�. ' . ■..�....._.�_.._.._._. .._..._r_. 0■ ■E no N AMERICAN STRUCTUREPOINT www structurepolnt corn INC I 0 M'; E fN\ NORTH n4& z 0 r a U Tn LU 0 W ,-§- 2 W SHEET NO C6.2 I 120 0 2 CL Z) 0 CO) 0�J Q (D H WW z Q In Z 0 I LLI ry ��0. � � W C0 .D2 (n U o 0 ILL LLQz Z< 0�Q 0 z Z W 0 C13 QWZ � J p U 0 - `- ��W `�� LLI a {� V-- W Ix Z�MQ r- D_ Q r- p0 i�ImR a Z < Sm a Z � o w w m rn r� � U O' CERTIFIED BY. 'v' t�,�'°!, HY raI n: yj,lel` �, _, `````,,,, r ��`�. :,� G1STF��� k!LPo II No. = 11 O�OV2/ Of N % Q� k STATE OF .�NIA��-f.� uW` /r- ,(I►nru NORTH n4& z 0 r a U Tn LU 0 W ,-§- 2 W SHEET NO C6.2 I 0 FIGURE 501-1 and Backfill Standards for Storm Se3rars 08 AGGREGATE FILTER F RIR TRENCH DETAIL FCR CITY STORM SEWERS NO SOLE SECTION V S 6' MINIIi OF TOPSOIL P AVENENT SE AME 1lMIT �CF SURM , , .. - �cm114M FINAL . • - . W PER. NOTE 3 $At;KE1t1 . EIr Bc OUME ETIAEAEiEIT D - INSIDE METER d 01Haw LPATERk 11MOV PIPE ' SPiiTHit,'(,IItE #EAETI lIN4 Dk IH a BmfiTNEI (g� ..... MATERIAL Bww P� a D >•i �"fV iGli. O� W& � � 7.7v 6S" & fARCER T, TTI MO AND HA NCHING fOR ALL RCP INSTALLATIONS SHALL BE 08 STONE VEEtBIG THE VATM REtTEITTiDOM OF THE ROT. E3M0II0 SHALL BE PLACED V THE TMCH COTTOu S' CH THAT AFTER ME PIPE IS INStAELEtI tO OItAT1E ANE) LIEF, TTHERE R%EIABES A V WNIHIOM DEPTH OF MATTOiIAL BELOW THS PPE 8ATiEtEL ANO A WNEIETAE OF 3` BELOW THE BELL FOR PIPE SIZES 6r AND LARGER, THE MINIMUM DEPTH OF MAMOAL BELOW THE: PR SAM 9 LL 8E 6`, MMINO SHALL BE PLACM 70 BE VNIFT9Jilwl AS POSS1 , BUT SHALL IX LOOSER` FLAe:E`O UNE:WACTED WAIMAL MEN TTS MW MRD OF THE PIPE PW TO PLAWST OF 1W PIPE.. IF THE UEREERLMG SOLS Of THE TRENCH BOTTOM ARE SBFT OR 3 SOIL SHALL t3E EAHOE IIT 1T! SUCHE A DEPTH THAT 99FIEN REPAM 911 #2 STM IT WILL PR A E IiFORT ANTI STABi.E FTUPIEtAT10N ALONG TTHE ENTIRE LENGTH OF 'ME P#PE. HAUNCHING AND INITIAL BI4t1t U SHALL BE COMPACTED IN Q' WAXIMUM LIFTS TO NOT LESS TTHAN 90% STANDARD PROCTOR DENSITY FOR TEE E NTIK DEPTH OF THE MATTRIAL PLAN EHE BACI4R{.t. SWI. BE OR ICIHT UP EVENLY ON 901H SIDES OF THE PIK FOR THE FULL LEI+IBTH OF THE PIPE. HAAtI+CH190 SHi4tE. WIND TO THE SPEOEIGUIE OF TEES PEP£. WNW MO KH SHALL BE THE OLIVE DIAMI«1ETE OF THE PIPE PLUS TEl 2.. FTNAT. HAMR L fOR ALL RCP INSTALLATT13Hii'IIEEERE 'L' IS 5' Ot LESS SMI BE 0-0000W FOR VOKI ,SLE pJ4MU LIMIM THE MATEM REQUIRDOT'S OF 79 MOOT AERO 949L BE COMPACTED LFI 6` MATElEiikl LIM TO NOT LESS 1HAR SSS ST'AMM PPIOCVR DENSITY FOR TETE ENTRE DEPTH OF TTHE VATEREAL PLACEEf4 THE BACKFILL E'TSYt THE: EEIP V ETH itlE. M AVAI109 istilyLEE IRL SIARI %THE AOCNEGAIE SUMIASE OF THE PAVEIKNT %ALL BE J53 AVE; EIEET)NO THE£ MATMAL RECEJiRO,IENIS Or TIE MOT AM SHALE. BE COMPACTED TO NOT LESS THAN SOX STANDARD PROCIM LTEI;iSITY, FTXAI. BACAiTI.t. FOR ALL RM INSTALLATIONS *0E •L' IS GRFATER THAN V SHALL EE CLEA9 FELL VAIMAL FREE OF ROCKS LAR= TT•IAX 6' N DIALEAIM FROZEN LUMPS OF SERI, WOOF) OR OTHER EIETRANEOUS UNTMAL.. WMPACTED IN i2' 9ATtttElliE LOTS TO NOT LESS RAN EEOC SIMARD PROCTOR DENSITY FOR TTHE ENTIRE ETEPTH OF THE DUVA'ETEI?L THE FINAL G NICHES OF TIRE OUVATO SPft COE1,Si8T OF TapsaEL. 3. THE Mff" COMA FROZE THE IV'Or THE 14TAUM PAVEMENT TO THE. TOP OF THE INSTRIED PIPE SHALL ET£ THE PAVEMENT SECTfiN !ilii MSS (ALL 8ITUM0US AND A0=0AIE MAIMAL ASM THE StIBGRADEj PEUS V_wl BUT LENDER NO STANCES SHALL Til COVER ALM .ANY PART OF THE PPE FRt7EE TML PAVE ENT €LE:VATION TO THE TLS OF TTS PIPE BE LESS 7 HAN 2.5 W. t IP nISM W80ta HAS OM EPEE STAiIIL,lIE4. BAE 1LL VATH B-E3#iRW UP TT, Dono1i OF U,'iMltD E;AS11% SUBO RALTE AND PILL TNT TOP OF TREATED SUBGRADE " UK STABALIZED SOL S, THESE STWARDS SHALL APPLY FOR STORM OM NSTALLED VAT14W CITY EMSTBIG AND PROPOSED R/W REWDLESS OF 0l51 C10 OVER ST43N PIPES. S. ALL $Ti3W PIPE: WITHIN DOW 04 PROPM CITY R/W SHALL BE RE31fMCED7' CC2iLRM PIPE: REOAfP= Of dEElBSDICTION O WR STT>EI6t PIES. C17Y OF CARMEL STANDARDS STANDARD l RAVANG RCP TRENCH DETAIL FOR CITY STORM SEWERS 10•-28 Y• PLAN VIEW GROOVED END ON OUTLET END TONGUE END ON INLET END PIPE CULVERT CURB A is ° i 2'-0' O.D. n a 20 TYP. / SECTION A -A L.—A \\oZF;� z 90 4' PERFORATED P.V.C. AP END OF PIPE o TYPICAL} UNDEERRFFORIN D P.V.C. SLOPE O 0.5X MIN. PLAN VIEW - CURB INLET 4' PERFORATED UNDERDRAIN 4' PERFORATED P.V.C. UNDERDRAIN. SLOPE O 0,5X MIN. INLET �� go. rA LA &VIEND � F PIP 1. SEE STR. DATA TABLE FOR INVERT ELEVATIONS. CONCRETE COLLAR HEAVY DUTY LAMPHOLE • CASTING W/ SOLID UD, NEENAH R-1974 OR EQUAL BEDDING MATERIAL ` 45° BEND • f WYE 1/4D Dl CONCRETE CRADLE CLEANOUT DETAIL NOT TO SCALE NOTE: CLASS 09 BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) RIP -RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT END SECTION LENGTH (D) SLOPE DETAIL 12' C. TO C. MAX. SPACING HOOK BOL\ DIA. ( TYP) r a + o c 9A 1 1/2'R �� /l 1 1/2'R CLASS'A' CONCRETE ZGROOVE 3' so E + 2T (OR TONGUE) TO SECTION Y -Y BE THE SAME AS ON STANDARD SECTION A -A REINFORCED CONCRETE PIPE CONCRETE PIPE TOE ANCHOR ASTM DESIGNATED C76 CLASS 09 CONCRETE A LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 ( as set out In standard specificatlans. ) REINFORCEMENT IN THE'C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE. A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE. ( as set out In standard specifications. ) REINFORCEMENT IN THE'B' PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE'C' PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH. PLEASING TRANSITION APPROXIMATELY 10'-0' IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED. A 'PIPE END SECTION' COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE DIA. (MIN.) A* C* D* E* K R1 R2 WEIGHT 12' 2' 5' 4-3' 6-2' 2=0' 1.3 101 8' 9' 800 15' 214' 7' 4'-0' 6'-3' V-6' 1.5 1212' 11' 1100 18' 21/2! 11' 4'-1' 6'-2' W-0' 1.8 151/20 12' 1300 21' 2 3/4! 11' 3-6' W-3' V-6' 2.1 161/8, 13' 1 500 24' 3' 12' 2'-8' W-3' 4'-0' 23 16 3/16* 14' 1800 27' 31/4! 13' 2'-5' 6-3' 4=6' 2.6 18 3/160 141/20 2100 30' 312' 14' 1-10' 6-3' 5-0' 2.9 1812' 15' 2400 33' 3 4V4 15' Y-6' 8'-3- 5'-6' 3.1 23 3/4' 171 2' 4100 36' 4' 17' S-1' 18'-30 6-0' 3.4 124 3/16& 20' 4200 * TOLERANCE f1' FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR 'PIPE END SECTION' COMPLETE IN PLACE AND ACCEPTED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NOT TO SCALE r. DOUBLE NUTTED POLE BASE W/ BOLT COVER 6- 6 REBAR 3'-6' LONG 4 REBAR ( 13' j .C. TYP LIGHT STANDARD SEE NOTE ON THIS SHEET AT LEFT. 1' BEVELED TOOLED EDGE PAINT WHITE ANCHOR BOLTS SEE FIXT. SPECS. BY FIXT. MANUFACTURER GRADE OR a 6-REBAR PAVEMENT 6'-6f6 LONG o { �E6 BARE ' GRND. WIRE 24 rf" STORM CASTING DETAII 0.*mmj M ERS IR -W LOCO /8" (m"In) LE17E'RS ro SECTION A—A *s 2' PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE rss 3' MIN. DEA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. �E_M" INLET"M" INLET NOT TO SCALE N i Ij4 REBAR 13' O.C. TYP I''Tx10' GRND. ROD � r ELECTRIC CONDUIT 3' 3' 2'-O' LIGHT STANDARD FOOTING DETAIL NOT TO SCALE NOTE: REMOVE FORMS AND TROWEL FINISH POLE BASE WITHIN 24 HOURS OF POUR. BY D.O.T. REQUIREMENT TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT Li ttt j.il.tE.l[ Pit BAT. PLAN ..:1_ . ti . _; EDGE OF PAVEMENT. CURB . - : „ , _- I N C GUTTER OR SIMILAR STRUCTURE '' SEE PLANS OR STRUCTURE DATA ' :' ; i"" www structurepoint com TABLE FOR TYPE OF CASTING N THE PUBLIC RIGHT-OF-WAY _ ; =S_�' 2' I `3an.' DIA. PIPE Zr St SMALLER ` . ' ';' 30' TO 60' 4 66' & LARGER 4 24'to36' 1 60' 1 MIN. 12' 36' IF NOT WITHIN 5' OF EDGE OF _ IF WITHIN 5' OF EDGE OF PAVEMENT. USE #8 CRUSHED STONE ` �: ; Y , PAVEMENT. USE CRUSHED STONE ��gg OR APPROVED EQUIV. CLASS I BEDDING ao OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPEDWALKED QR :'' '' Be h;"• ' " ; `; : '" ' MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12' ABOVE u INTO PLACE TO MIN. OF 12 ABOVE TOP OF PIPE AND REGULAR BACKFILL TO . TOP OF PIPE AND 'B' BORROW COMPACTED TO • • ," • ," • • 4 OF TRENCH. ` PROCTOR DENSITY -; . 4: , .' . `•,,:-_: 7TOP TOP OF TRENCHED ;{ , CLASS 09 CONC. Y, DEPTH OF BEDDING SECTION NOTE,• MATERIAL BELOW PIPE NOTE: ALL INITIAL BACKFILL SHALL ONLY PRECAST OR POURED IN PLACE PERMITTED LEGEND BE INSTALLED IN 6' TO 12' BALANCED LIFTS. INLET TYPE "A" Be- OUTSIDE DIAMETER A MINIMUM Or OF CLEARANCE DIAMETER SHALL BE PROVIED ON EACH NOT TO SCALE d- DEPTH BEDD NG SDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE IF LESS THAN 10', VERTICAL SEPARATION SHALL BE NO LESS THAN 18'. -,, � z WATER MAIN -0' m2 3 SEWER 10' MIN. 10' MIN. IF LESS THAN 1 WATER MAIN OR IF WATER MAIN • ,� IS BELOW SEWER SEWER + I •I c ? CLASS 150 MECH. JOINT C CAST IRON PIPE S, CONIC. FLEXIBLE COUPLING COLLAR ( TYP } OR ADAPTER ( TYP ) mm"ll, SEWER D d (MIN) Zr St SMALLER 4 30' TO 60' 4 66' & LARGER 4 PLASTIC PIPE (PVC & HDPE) BEDDINGDETAIL * CAN NOT BE USED WITHIN CITY OF CARMEL NOT TO SCALE RIGHT OF WAY OR ON PUBLIC SANITARY SEWER OR WATER MAINS. NOT • SCALE 0 MANHOLE TYPE .G. .F. MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE J 24'to36' 1 60' 1 33' 36' SEE PLANS OR STRUCTURE DATA )Y�L TABLE FOR TYPE OF CASTING DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. FINISH GRADE 1/2 -CEMENT CONCRETE GRADE RINGS 1/2! CEMENT 71 MORTAR (ASTM -C-478. 4000 PSI) MORTAR c UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE z HEIGHT OF RISE RING IS 127. o PCI�TEC ENNTRIC E M OR PRECAST COVER. CONCRETE 00' RINGS 2,V DIA. I m — — — — — — — BARREL SECTION -48' z i DIA ASTM C-478 ao CLASS A 4-0' DIA. +° REINFORCED CONC. ■ 4'-0' PIPE 4000 PSI c e MIN. r ' e MIN. m MANHOLE STEPS PRECAST CONC. - 1'-4' SPACING FOR (TT116DM�L ON CENTER. MANHOLE M H. STEPS PRECAST MANHOLE m or DIA. O m SECTION o GROUT SLOPE ♦Q INTEGRAL .v CONC. BASE Y�3 ■ 1' k ww ' PIPE _A • , . ; �?� °' • . y THICKNESS iE " +T12 D+2'' 41 3' MIN py a+ °ate .DooI I— COVER - ./°O� •� (FOR RECAST BOTTOM ONL BARS O 60 O.C. 6 0TH WAYS 6- CES SETAE' MANHOLE "C( STORM��W��"C(STORM SEWS NOT TO SCALE TYPE "J" MANHOLE NOTE TO SCALE CER CAP INTEGRAL CONC. BASE em -w IndlifN OE, .. OII.Sone. ' . lip 0 5 MATE I GRADE O V, ry Q z w W a 0 z I-- W CL J2 Cn EYU) v o O<z< LL. LLQ Z z (DI. -Q o z z m Q�Z I— .._I w 2CnLJJ p= ;:2 z � CO Im m o w z w m O O U O0 CERTIFIED,4Vtkltlnluuunii4l, ���Y M. �F•.,,,, c * . NO .� 10708270 S �4AS ° STATE of � �.Me+ L tia�►� NORTH n4& 0 CL U to W 0 Lr v SHEET NO. C6.3 " ' - [,� ",� a �, `.� , _ s � -,. �' _ .. �. - �.... � [ � � � • _:: �:, a�► x.' :��: :y J + Wry e r -�, • i' • >ta •�,y_ ,. r �. ...,it y :' :r ,• r:" :r � .. t - :.� r •__ s #,. E.. ',Eli �'. ► -.. '':: f y ..� • « - ' �,: E • ' tE ;r, i.�, ;. � Ji t � �; s 4t ) - r > t - � F bypass valves 8a be padltraked kevis,,W Mwcb, 2007 FORD COPPERSETTER u side Metes rs or ' ' 2. T.' eters . 3L" FlangedMefe _ Se ting Type of Pit Settrig Cofer Type 20 X 35 Std Mft x LOX COV= FORD 4 MG -36-T with pfuE u Type CM+ Stop TYPu 417 Cq)W8ett ' Ford I V21' - VBB 75-18.4.66 2" � vaB 77.18.4.77 2" -13.2.423 1.8" J WASHED Y4"-%- PEA GRAVEL BACKFILL AROUND INLET STRUCTURE ELBOW OR TEE SECTION a COMPACTED OR UNDISTURBED- SUBGRADE t Va Fsatca,aa 315" LenO ofN 12 or.3quA 6" OR 8" PERFORATED PLASTIC CORRUGATED DRAIN PIPE. LEAVE EXPOSED A MINIMUM OF 3' UNTiL CONSTRUCTION IS COMPLETED. THEN CUT TO SPECIFIED HEIGHT. ,-9"x9" GRATE (W/6" RISER). NDS 950, COLOR GREEN £.uFstirtq dater hlaln Tapping $7eevP -1 Valve V�rnes i Bead As Required tkaries i Note.' rd/1 obints Shell fie Restrained Except In Run Of Tee. FLAN Notes, 1) Mcgulug flanges sholi be used for aJ mechanicul jcsints• 2) Berl end pieces of pfpe 4 ft arid smaPer shell be considered scrtipt end shall not be fnstalled Into System, 6" OR 8" PLASTIC UNDERDRAIN PIPE. BACKFILL WITH 8" STONE TO WITHIN 4" OF SURFACE IN GRASS AREAS. CAP WITH TOPSOIL CONNECT DRAIN TO DRAINAGE SYSTEM OR OUTLET TO NATURAL DRAINAGE New Pip& 'SSiiall R& Installed Under The Existing ,Water Main NOW Wofer t)+OA Tee See french Detail For E0667tr-Req-uiremenis A Existing Water Uarr: .. sv ppvvagpeq 7 tip 9pV V Vp VV V 12" bfk7 vpvvvvvvvvV VVVVVVVV^.� VVVVVVVVVVV vqp v v v V A(ew Water Main \ VVVV vvv VVV vvv vaq VVVV `t vbpvvVVVV vp V V V VV" 'Bed Pipe /n Spacr>!sd cranutar 9edding Adaterial Nand Tamped In 6" t ayprs To Pipe C.'enterlire Bedding A4aterial Shall Conform To fNDOT 90302, Size No 8 SECTION #Ti -E CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL rJ7�sn r3� Dotc: March 20,11 j Sca r-NotTo Scale ones & Herr y Drmving Naito: CAla EntTlneers. Inc. svNi,cp Line PRESSURE PIPE Dt�th ' 4211 Typical DistanceRim to Invert a Typical Depth Belowinvert (inside) C Ate Approximate Mfmmutn Distance Rim to Invert (See Hot* 7) Maximum Pipe Diameter (ID) H Length Of Pipe To Be Restrained It in Fsatca,aa 315" LenO ofN 12 or.3quA 6" OR 8" PERFORATED PLASTIC CORRUGATED DRAIN PIPE. LEAVE EXPOSED A MINIMUM OF 3' UNTiL CONSTRUCTION IS COMPLETED. THEN CUT TO SPECIFIED HEIGHT. ,-9"x9" GRATE (W/6" RISER). NDS 950, COLOR GREEN £.uFstirtq dater hlaln Tapping $7eevP -1 Valve V�rnes i Bead As Required tkaries i Note.' rd/1 obints Shell fie Restrained Except In Run Of Tee. FLAN Notes, 1) Mcgulug flanges sholi be used for aJ mechanicul jcsints• 2) Berl end pieces of pfpe 4 ft arid smaPer shell be considered scrtipt end shall not be fnstalled Into System, 6" OR 8" PLASTIC UNDERDRAIN PIPE. BACKFILL WITH 8" STONE TO WITHIN 4" OF SURFACE IN GRASS AREAS. CAP WITH TOPSOIL CONNECT DRAIN TO DRAINAGE SYSTEM OR OUTLET TO NATURAL DRAINAGE New Pip& 'SSiiall R& Installed Under The Existing ,Water Main NOW Wofer t)+OA Tee See french Detail For E0667tr-Req-uiremenis A Existing Water Uarr: .. sv ppvvagpeq 7 tip 9pV V Vp VV V 12" bfk7 vpvvvvvvvvV VVVVVVVV^.� VVVVVVVVVVV vqp v v v V A(ew Water Main \ VVVV vvv VVV vvv vaq VVVV `t vbpvvVVVV vp V V V VV" 'Bed Pipe /n Spacr>!sd cranutar 9edding Adaterial Nand Tamped In 6" t ayprs To Pipe C.'enterlire Bedding A4aterial Shall Conform To fNDOT 90302, Size No 8 SECTION #Ti -E CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL rJ7�sn r3� Dotc: March 20,11 j Sca r-NotTo Scale ones & Herr y Drmving Naito: CAla EntTlneers. Inc. Restralned Joints Shall 8e Mecharitcal Joint Y✓ith Retainer Glands, US Pipc. TR Flev Jain Ss,tori, US Pipe Flcicl LOA Gasket System, Cr Egvo,!. AIOTE.THL ASOVE RESTP'ciAINL-D J0kVT 15VGTN,SSj' ARE A6'A'1UU1vt LE/ GT11S 774E DESICN El1C11VF4c-R SHALL DFTL-0,f11VE 1F LONGER LENCTUS ARF RF-001RED Tir,E CiTY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE .awnY nate. 81ardt 2001 Scde Not 'io .Scale JorrA & }Henry Drowing Nome 06410 Eng peers; Inc. Trus CARD Ala A Mr Ira purposa of Spedtytrg stormwater treeimRr* cfAPmWt io be lirnstled by CON'ECH Stcmwatet Sok, bms and may my be translemed to Omer 00CUTNS ,,wily "pr-ded by CONTECH Stormweler Spi.tq- Titlebl-k-twmeem .ltctuding the CONTECH Stormweler Sob hons logo and tha VcdSerdry HS Stemlwatar Treatment System de%t miron a'd psem nu+rber, nay be deleted d rhms3ry Re wl',o any part ORNs CADD Na wtMur pnor camd:r,etlan YAM CONTECH S;ommeter Soilnomshad!000ans4breda aL&oaedUse ofprvpmtay03T atw TH E VORTSENTRY HS CONTROL SECTION SMALL BE STENCILED WTH THE CONTECH STORMYWTFR SOLUTIONS NAME AND LOC 0 PPE OFBNIVGS SHALL OVERSIZED OPENING FOR INLEi/OUTLET P',PES i L LEFT SI DE ELEVATION dry Y Mode tNode mtth•k Diameter (ID) PRESSURE PIPE JONT RESTRAINT TABLE Typical DistanceRim to Invert a Typical Depth Belowinvert (inside) C Ate Approximate Mfmmutn Distance Rim to Invert (See Hot* 7) Maximum Pipe Diameter (ID) H Length Of Pipe To Be Restrained It in K in n mm ft m in mm In Each Qln�ctian Frau ? Of Pend 3 900 055 156 1016 110 4.08 124 55833 1702 Eascno' On 150 PSI Test Pressure 450 HS48 4 Degree 1.20 340 13 25 404 600 183 1 675 2057 1 400 122 24 800 Of Bend 6" 8" 10" 12" 14» 16' 18" 20" 24" 30» 90^1 Tees &Plugs 27' 35' 42' j 5G' 1840 58' 65' 73' 80' 45' 115' 45"' 7' 9' 17, 13' 5.80 F158 6 15' 17' 19' 21' 24' 29' 22-112 3" 4' 5' i 6' 2087 BSB 7' 8' 3' 10' 12' 14' 11-t14" 2* 2' 3' I 3' 4' 1 4' 1 4' .5' 6' 7' Restralned Joints Shall 8e Mecharitcal Joint Y✓ith Retainer Glands, US Pipc. TR Flev Jain Ss,tori, US Pipe Flcicl LOA Gasket System, Cr Egvo,!. AIOTE.THL ASOVE RESTP'ciAINL-D J0kVT 15VGTN,SSj' ARE A6'A'1UU1vt LE/ GT11S 774E DESICN El1C11VF4c-R SHALL DFTL-0,f11VE 1F LONGER LENCTUS ARF RF-001RED Tir,E CiTY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE .awnY nate. 81ardt 2001 Scde Not 'io .Scale JorrA & }Henry Drowing Nome 06410 Eng peers; Inc. Trus CARD Ala A Mr Ira purposa of Spedtytrg stormwater treeimRr* cfAPmWt io be lirnstled by CON'ECH Stcmwatet Sok, bms and may my be translemed to Omer 00CUTNS ,,wily "pr-ded by CONTECH Stormweler Spi.tq- Titlebl-k-twmeem .ltctuding the CONTECH Stormweler Sob hons logo and tha VcdSerdry HS Stemlwatar Treatment System de%t miron a'd psem nu+rber, nay be deleted d rhms3ry Re wl',o any part ORNs CADD Na wtMur pnor camd:r,etlan YAM CONTECH S;ommeter Soilnomshad!000ans4breda aL&oaedUse ofprvpmtay03T atw TH E VORTSENTRY HS CONTROL SECTION SMALL BE STENCILED WTH THE CONTECH STORMYWTFR SOLUTIONS NAME AND LOC 0 PPE OFBNIVGS SHALL OVERSIZED OPENING FOR INLEi/OUTLET P',PES i L LEFT SI DE ELEVATION dry Y Mode tNode mtth•k Diameter (ID) iota) Treatment Flow Rate Typical Total Distance Rom to Outside Bottom A Typical DistanceRim to Invert a Typical Depth Belowinvert (inside) C Ate Approximate Mfmmutn Distance Rim to Invert (See Hot* 7) Maximum Pipe Diameter (ID) H mm cis Its It in K in n mm ft m in mm HS38 3 900 055 156 1016 110 4.08 124 55833 1702 300 09t 18 450 HS48 4 1200 1.20 340 13 25 404 600 183 1 675 2057 1 400 122 24 800 11960 5 1500" Z20 62.3 16.38 499 650 1.98 1 9 21 2807 4.82 147 30 750 H972 6 1840 370 f04 6 1646 50$ 675 206 915 2788 559 170 36 900 115114 1 7 2100 5.80 F158 6 1805, 575 7 75 2 3B 10 35 3156 4 77 145 42 1050 H896 8 2400 810 7294 2087 BSB 850 1 259 1 1154 3518 691 211 48 1200 FOR INFORMATIONAL PURPOSES ONLY - NOT INTENDED FOR CONSTRUCTION NOTES f STORMI^LATCR TRCATMENT SYSTEM (VJiS)SHALL REMOVG8J*OFASEDI1AE 4T GRADATION VV1TH AN AVERAGE PARTICLE SIZE OF 24C MICRONS AT ThE DESICNATEDTRLATMENT FEY3 W PATE LISTED N THE TABLE FOR. EACH CORRESPONDYJG MODEL 2 SWTS REMOVAL EFFICIENCY CLAM Sl1ALL DE CORROBORATED BY FULL SCALE LABORATORY TEST PERFORMANCE DATA 3 SMS MAINTENANCE RECOMVENUATION SHALL BE SUPPORTED BY FULL SALE WASH OUT TESTING 4 SWrS SHALL PROVIDE INTERNAL BYPASS OF FLOWS THAT EXCEED THE TPEATMENT FLO W RATE S SWrS MAXIMUM NYDRAULICOAPACiTY MAY VARY DEPEND'NG UPONTHE INLET PIPE DIAMETER MATERIAL AND SLOPE 5 SWTS INVERTS IN AND OUT SHALL BE AT THE SAME ELEVATION INLETAND OUTLET PwESMUST BE IPA° FROM EAr,NOTHER. i MIN !MJMRIM TO INVERT DISTANCE MAY SE REDUCED DEPENDING UPON ACT UAL PIPE DIAMETER CONTACT COUTECHSTOPMWATER SOLOT}ONS FOR SITE SPECIFIC INFORMATION B PIPE SIZE MAYBE SMALLER THAN THE MAXIMUM PIPE SHOM 0"J THE TABLE 4EE SITE PLAN FCR PPE SIZE SL PURCHASER SHALL NOT BE RESPONSIBLE FOR A$SEMB£Y OF INTERNAL, COMPONENTS IG ACCESS FRAME ANDCOVERSUPPLILD WITH SYSTEM NOT INSTALLED" SWTS MAY ALSO HAVE GRATED INLET COVER (NOT SHOWN) 11 PURCHASER TO PREPARE E>CAVAT:QN AND PROVIDE LIFTING EQUIPMENT 12. VCRTSENTRY HS BY CONTECH S`ORMWATER bO'-UTION'S PORT1.140 OR 1800} 548-46E7 SCARBOROUGH ME(877}907-8576 UNTMrAJM MD1856}740-3316 ASSEMBLED VIEW SP TYPICAL DETAIL WiTH SIZING TABLE STORMWATER TREATMENT SYSTEM VORTSENTRYe HS uSPATENTPENDING • SCALE NONE CT p�� i � DRAWN NDS STORMWAIM CHECKED GWB SOLUTIONSR FILENAME VSHSTNPT13L tai�tLMmLweEar,-am DATE 8117JD7 CITY OF CARMEL CURBING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION. HAULING/DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING. AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT -QF -WAY. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS. THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HiGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY. WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY. OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS. STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETAILS. N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL 0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL 2) FOUNDATION A) GENERAL i) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. LL)THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THiS POLICY. B) EXCAVATION AND EMBANKMENT 1) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS. ALL NECESSARY CLEARING, GRUBBING. SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL. VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. iL)EXCAVATiONS (1) AFTER EXCAVATION OPERATIONS. ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. M) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT. THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES M) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS. OR OTHER IRREGULARITIES. 111) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02. 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL MALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURBING. v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLI, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING. 3) AGGREGATE BASES A) GENERAL i) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. 11)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. til) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS M) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. ii)FROZEN MATiERIAL SHALL NOT BE PLACED. W) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION 1) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. H)TiHE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SAIISFAC771ON OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING 1) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. MIL) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TiME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGiNEER. ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) CONCRETE CURB A) GENERAL i) THIS WORK SMALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. 11)CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS. Mil) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS. HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS. v)CONCRETE PRODUCTION. MIXING AND HAULING/DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS. A) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON. B) PREPARATION 1) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRiOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING. ii)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING. C) WEATHER AND SEASONAL LIMITATIONS 1) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTiL THE AMBIENT TEMPERATURE IS 5(eF AND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT 'TEMPERATURE IS DESCENDING AND IS 5D'F OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS. ti)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. M) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICIi CONCRETE CURB IS TO PLACED. IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLJCY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. V)IF THE PERATURE COMPLIES WITH TTHE DREQUIREMENTS OF SECTIOSOIL SUBGRADE OR N 4C� OF THIBASE S POLICYACE BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT. CURING AND FINISHING. D) PLACEMENT 1) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS. 11)CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS. 111) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(8) OF THE STANDARD SPECIFICATIONS. iv) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(8) OF THE STANDARD SPECIFICATIONS. E) JOINTS i) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS. ii)JOINTS SHALL BE INSTALLED AT INTERVALS OF 10 -FEET OR LESS; 5 -FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS iN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF %-INCH. 111) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS. THE END OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK. F) FINISHING AND CURING 1) THE CONCRETE CURB SHALL BE FINISHED AND CURE) iN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS. il)CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLJP-FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE REMOVED. iii) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILLING 1) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS POLICY. iM)BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC. 5) INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.8) THE CONTRACTOR SHALL THE ENGINEER A MINIMUM OF_ HotiRS IN ADVANCE OF COMMENCING ANYOTIFY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) THE CONTRACTOR SHALL SCHEDULE ROOFROL LS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO BACKFILLING OPERATIONS. E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE iXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEL THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY. INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION. OR FOR THE MEANS AND METHODS OF CONSTRUCTION. NOR FOR SAFETY ON THE JOB SITE H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS. DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK. SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. 1) iF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. J)WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6) ACCEPTANCE A) BEFORE ACCEPTANCE OF THE CONCRETE CURB. THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. W 0 2 CL Z) 0 c J a 0 z WW Q 0 Z_ 0 U) vo 0 LL LLQz Z < is Zz LU Uj m U1 �z ❑ < W w IL LU < IY Z a I� Q�0 g m w LUZ �' u m tV Q U -5 CERTIFIED �OYtnt.n * No. -01 310708270, j:0. -'v STATE OF 7 W 01UAi. 0��„�.� tyt NORTH • SHEET NO C6.4 A t W 0 2 CL Z) 0 c J a 0 z WW Q 0 Z_ 0 U) vo 0 LL LLQz Z < is Zz LU Uj m U1 �z ❑ < W w IL LU < IY Z a I� Q�0 g m w LUZ �' u m tV Q U -5 CERTIFIED �OYtnt.n * No. -01 310708270, j:0. -'v STATE OF 7 W 01UAi. 0��„�.� tyt NORTH • SHEET NO C6.4 Mueller Cen tari ,n A-42,3 Painted "Safety Yellow" 3' 0» 6 "/al ve Sox ate, l i I ( 5" Cate 4 !, Val ve 4 a Dfl iFf,4 Q ✓fletur blain a --- -Bedding idateria� Confarrrlit;g to -4 INDC T 90J. 02, Size llo. 8 a a� 4© a one, 8'x8"x16 Solid Conc. Mack �r 6 "lain. i�ydrer� f Assel'nb,�� � ���t' '`� !f �7 Tee - M. Class'B" Concrete 7Restrained Base On Undisturbed Length And Fittings ground A s Required Notes., 1. At High points Along Main Fater Line i>vh oro li,dicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45" Bernd, Main Wa :ger L l,,7 e Shall Be Lowered To Provide Sufficient Cover As SpAcihed. 2 All Jo;i7ts Shat{ Be Restro;ned Except In Pun Of Tee. J. Hydren is S/7'all Be Set At .500 t ay, Hari7orn tdl Distance, Or Less As Specified By Fire Deportment 4. All valves must include Pcsi--- Cap or equivalent Diagram 1: Bicycle Rack Tyke 36" A. -A L 19r 5 Hydrant blues must be restrained to the tee with either all thread, or an anchoring tee h'. All klydrant Stubs must have Tracer wl're Ti TLE: CITY CE CARMEL ERE HYDRANT STANDARD DETAILS ASSEMBLY Drown By, Date: March 01 Scale, foot To Scale Jmn & Henry Dra�fang Ncme GW;3 Erigmeers, Inc Saadem A A Diagram 2• Bicycle Parking Location and_Desian. or I 3rr e 114" 24" l'—D" unirrum Undislurbed Ground £xhvung PovemAnt, Sate Cut Stra`gh t EdgC Fpt-aof Backfill Under f= avcmcn t, Orivas Wulks Cr ;`'<hens ordLred itlrrped In Ft s 1 aycrs Sperral Eacxr7:;� Shod Cor form To INDO F 21 02b Ljfldla i urI3ed EdrIll 1 HDPE Sleeve** I [ --- 6'r _ 6 » n 2'1_0 4" 6,J 2,-6" 2J_1" 4,, l f o - C, " L, 7 -JR' J � J7 12" 2'-9" 2'-5" 4" 15" ,3'--0- E 2'-8" 5" E i8" ,3'-6" 3'-G>, 5" 21" IX -11„ 13'_4„ f 6 I I 24" 4'-3" 3'-8 i 27" 5'-6" J, -1r>, 16 JO" 5,-9„ 4,_4„ E>, u6" 6' 3J, 5..-2,7 i 6„ 42" 6'-l1" 6" 48" 7,-�" � g" " 54 Curb Stop Copper Service Line h6" 9' 1 » Corporation Stop �„ 72„ -9 8" 10" i 78" 10 =3" 1 10" l'—D" unirrum Undislurbed Ground £xhvung PovemAnt, Sate Cut Stra`gh t EdgC Fpt-aof Backfill Under f= avcmcn t, Orivas Wulks Cr ;`'<hens ordLred itlrrped In Ft s 1 aycrs Sperral Eacxr7:;� Shod Cor form To INDO F 21 02b Ljfldla i urI3ed EdrIll 1 HDPE Sleeve** I [ Unless Approved By Carmel Utilities. 2) Corporation Stop (Under Pvmnt) Brand And Model Approved By TRENCH SCHE DULE i Tabie Is For ASTI„9-3Ci34, 4'all Thickness Class SDR 35 For 6"-15" .And ASTIV f--679 WofI Riickness Class T-1 For 16"-36 For Other Flctrr,6lo Pipes, rdllnirY urn Trc-nch Ml&lh J'U" Sha/f Meet s . Ih`Unt1 faCtUrnr S f�e�q:ert'e1a7�ta t:', Curb Box With Cover/Lid Match Existing Favc-ment Material And Thickness Approvad Excavated Materia# Irr Unpaved Areal Unless f�tlaerwJse :Directed., Nole. Under Existing Sewers, Water Lutes, Gas Lintas, Tcloph one Cable And - Electrical conduit's; Backf& nth Granular Bedding Material I& the 6`enteriine Of The Exi.Sting doll% Lines �lI Lt„ F -or fh! �Xble Pias Mth 5Chd Or Profrte WOO, f,�� ,� � rra�ular {�edcitng tAaterfat .stir�l; �e t�tr3�8ci And hand rcv ped In 6' Lgkers To A 7 bn?rnom or 1";a" Ab0VO ffpa 0 a 4 n ,� n a {�- — cYnd Poe In, 5pecrbed rdtnjla;- y Ei A �� a d ,� eeenfirrg VaterAd mann? Tompect In 6" Iters to 3 10 12 enches above p1pa f�A, �•�'Jl`�' /� eddinq MalaHol Shall Conform I Tia IND 77 99J 02, ,Size rVa. & J,W" or "U„ At g z Top Of P1;16' * Nofc, "V'l" is The Maximum 'Width For Rigid Pipes.. "U" Is The Mtrtilnijm 81t'dth For RoYiWe Pipes M Accordance With ASW ;0-2J21. i REi�CH 11 DETAIL FGR SEWER AND AIA TER MAINS NT.S` j TtTLf. CIT ' >; CARMEL ' TRENCH DETAIL. & SbTANDARD DETAILS { TRENCH SCHEDULE yawn Y Dote March 2009 Scale; Int To Scale i�orses &Henry owing Ncrre, CA13 1 '—O" To Building (Verify) m I NOTE: HDPE Sleeve** I [ Unless Approved By Carmel Utilities. 2) Corporation Stop (Under Pvmnt) Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horiz. t I 4) 2 Inch Taps And . Smaller Shall Not Be Installed Within , Within 18 Inches of Mechanical Joints And Bells. � I I t [ I ---- I LA Concrete Block Curb Stop Copper Service Line Corporation Stop Tapped Service Clamp Water Main Length -- Varies 1 �-0 " To Buildin( (Verify) HDPE Sleeve** ; (Under Pvmnt) Cn z Curb Stop Q N Curb Box With Cover/Lid Copper Service Line # Service Saddle Must Be Omitted For Services I' And Smaller And Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) CITE ** For all Service Lines Installed Under Pavement Install NOPE Sleeve STAN Under Pavement Section. NOTE: 1) 1 " Or Smaller Service Line Shall Be Direct Top Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horiz. Separation of 24". 4) 2 Inch Taps And . Smaller Shall Not Be Installed Within , Within 18 Inches of Mechanical Joints And Bells. 0■ ■• AMERICAN STRUCTUREPOINT INC www structurepoint com Low 2 Ing, G1"Aft U0 0 2 r Z) O c J a U �'—Z W W Q o Z LLI�Q� 11— W CO) (f) 50 O LL V- Q Z z < oI—Q o zz W0 m U�Z U)2 CLO LU C) 1� O z C/ / � Q W _ Q r- F- gM n Z w aLU w m CD o o CERTIFIED BY r TfjpF��f2� No. s =-0-1 7 82701 •�_ STATE OF t``' NORTH n4& z 0 a o: ,L 0 Q 0 ail SHEET NO im 1211(4 1 C6.5 PLANT SCHEDULE - TREE SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE TREES at planting time. BB 15 BERBERIS T A'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 1811 Collar shall be level or up to CM AA 6 Acer Rubrum 'Armstrong' Armstrong Red Maple 2 1/2" cal. AT 14 Acer truncatum Pacific Sunset 2 1/2" cal. CC 3 Cercis canadensis Redbud 1 1/2" cal. GB 10 Ginko biloba Ginko - male only HEMEROCALLIS'STELLA D'ORO' GT 25 Gleditsia triacnthos imermis'Moraine' Moraine Honeylocust 2 1/2" cal. ML 12 Malus x'Louisa' Louisa Crabapple 1 1/2" cal. PV 6 Prunus virginiana 'Canada Red Select" Canada Red Select Cherry QB 14 Quercus bicolor Swamp White Oak 3 GAL. UH 8 Ulmus x hollandica'Urban' Urban Elm 2 1/2" cal. 3 GAL. 3'0.C. SM 49 SYRINGA MEYERI TALIBIN' PA 4 Picea abies Norway Spruce 6' hgt. PP 4 Picea pungens f. glauca 'Hoopsii' Hoopsii Blue Colorado Spruce 6' hgt. PLANT SCHEDULE - SHRUBS KEY QUA. BOTANICAL NAME ICOMMONNAME I SIZE REMARKS at planting time. BB 15 BERBERIS T A'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 1811 Collar shall be level or up to CM 43 COREOPSIS'MOONBEAM' MOONBEAM COREOPSIS 1 GAL. top of ball if needed. EA 85 EUONYMUS ALATUS' COMPACTUM' DWARF BURNING BUSH 2411 T O.C. AH 33 HYDRANGEA'ANNABELLE' ANNABELLE HYDRANGEA 5 GAL. HM 257 HEMEROCALLIS'STELLA D'ORO' STELLA YORO DAYLILY 1 GAL. Fold down burlap from apps 12 of bell. PH 95 PENNISETUM A'HAMELN' DWARF HAMELN FOUNTAIN GRASS 3 GAL. Rollar shallot Collar/ be level or Flare: 1'-2' d e PG 3 PICEA P GLAUCA'GLOBOSA' GLOBE BLUE SPRUCE 3611 RR 23 ROSA'KNOCKOUT KNOCKOUT RED ROSE 3 GAL. 2"-0" of hardwood mulch. Aged wood chi s or similar mulch Keep mulch SA 24 SPIREA X B'GOLD FLAME' GOLD FLAME SPIREA 3 GAL. 3'0.C. SM 49 SYRINGA MEYERI TALIBIN' DWARF KOREN LILAC 3 GAL. 3'0.C. SN 27 SALVIA N'MAMACHT' MAY NIGHT SALVIA 1 GAL. TL 169 TAXUS x'EVERLOW' EVERLOW YEW 3611 4'0.C. TO 20 THUJA O'HOLMSTRUP' HOLMSTRUP ARBORVITEA 6 GAL. TM 16 TAXUS x MEDIA'DENSIFORMIS' DENSE YEW 361, 4'0.C. VO 29 VIBURNUM OPULUS'COMPACTUM' COMPACT OPULUS VIBURNUM 3 GAL. GENERAL NOTES: 1. FOR COMPLETE LAYOUT INFORMATION SEE CIVIL DRAWINGS. 2. VERIFY UNDERGROUND UTILITY LOCATIONS PRIOR TO PLANT INSTALLATION. 3. CONTRACTOR TO VERIFY QUANTITIES; NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 4. CONTRACTOR TO VERIFY FIELD CONDITIONS; NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS. 5. STAKE ALL TREES AND LARGE SHRUBS AS INDICATED BY INDUSTRY STANDARDS. 6. ALL PLANT BEDS ARE TO BE SPADE EDGED UNLESS NOTED OTHERWISE, PROVIDE STEEL EDGE BID ALTERNATE. 7. ALL PLANT MASSES TO BE CONTAINED WITHIN MULCH BED. 8. ALL GROUNDCOVER BEDS ARE TO BE MULCHED WITH V MIN; SHRUBS WITH 3" MIN. DEPTH WITH SHREDDED HARDWOOD MULCH. 9. CONTRACTOR TO REGRADE, REPAIR AND REPLANT ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING ANY OFF -PROPERTY AND OR OTHERWISE NOT INDICATED ON PLANS. 10. ALL TURF AREAS ARE TO BE SODDED. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AND PLANTING BED AREAS. 12, CONTRACTOR SHALL USE TREE & SHRUB DETAILS AS PLANTING GUIDELINES. 13. PROVIDE LAWN IRRIGATION IN ALL LAWN AND PLANTING AREAS. Leave soil under ball undisturbed --1 to support root ball and reduce settling. 2-3 times hall diameter SHRUB PLANTNVG DETAIL NOT TO SCNE PP 1 u EA 20 IL 11-�I • IIr' I_II►� \ ��]ikV I m I�I • m :: 1►� • X11 I \,� •_ I� mi / PH 1 L3 2 N l Sod SN 7 Sod Seasonal Color DEN( PER. VERII m XITING TREES TO BE SAVED \ JVED TREE PRESERVATION PLAN. \ ACT LOCATION AND QUANTITIES. 6 Remove tags and labels Prune only dead or broken branches or double leaders Remove tags and labels at planting time. Bud graft Root Collar/ Flare: Collar shall be level or up to I I P-2' above finished grade. 2"A" of hardwood mulch. Aged wood chips or similar mulch. Keep mulch Remove excess soil from the from M& top of ball if needed. Grade Backfill using existing soil Water Break down sides of the hole when backfilling. thoroughly to eliminate air pockets. �� • V Leave soil under ball undisturbed --1 to support root ball and reduce settling. 2-3 times hall diameter SHRUB PLANTNVG DETAIL NOT TO SCNE PP 1 u EA 20 IL 11-�I • IIr' I_II►� \ ��]ikV I m I�I • m :: 1►� • X11 I \,� •_ I� mi / PH 1 L3 2 N l Sod SN 7 Sod Seasonal Color DEN( PER. VERII m XITING TREES TO BE SAVED \ JVED TREE PRESERVATION PLAN. \ ACT LOCATION AND QUANTITIES. 6 2 L8 'M PG 5 1 o 0 0 0 0 0 0 \/ / /\//\\//\\% j\\%/\\ PG //\//\S \/ � ' � 3 SEED SEED Leave soil under ball undisturbed TM BBI/ Leave soil under hall undisturbed to support mot ball and reduce settling. 1 I I _ 25 to support root ball and reduce settlimg. i _ 8 — — — — _ 3 2-3 times ban diameter BB y - 5 — — — — — — — — — — — — — 2-3 times ball diameter 0 �� 3 � TREE PLANTNG DETAIL EVERC�EN PLANTING DETAIL I NOT TO SCALE NOT TO SCALE / 0 N 2 I i I I I O I I I I EA ' 15 SA 8 I ' 1 2 I o 1 I I , I CM I 116 15 I I I I I1 I I I I I ' AT 3 ------------- -1 — — — — — — 0' 10' 20' 40' SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 1 �stow. L101 LANDSCAPE PLAN Remove tags and labels Remove transit guard Remove tags and labels I Prune only dead or broken I I Prune only dead o brokenches leaders branches or double leaders Wire Baskets: at�planting time. Wire Baskets: at planting time. Cut top and fold dawn in the 1 Cut top and fold down in the pit after positioned and backfilled. Bud graft pit after positioned and backfilled. Bud gr Fold down burlap from apps 12 of bell. I Fold down burhtp from upper 112 of ball Cut and remove all balling ropes. Root Collar/ Flare: Cut and remove all balling ropes. Rollar shallot Collar/ be level or Flare: 1'-2' d e QB Collar shall be level or up to above finished gr 1 "-2" above finished grade. 2"-0" of hardwood mulch Aged wood Remove from the EA o t l 2"-0" of hardwood mulch. Aged wood chi s or similar mulch Keep mulch Remove excess soil from the chips or similar mulch. Keep mulch 2"-3" from fimk excess soil top of ball if needed. ; t p 2"- " from tru& top of ball if needed. 10 Grade i Grade Backfill using existing soil. Water Break down sides of the Backfill using existing soil. Water thoroughly to eliminate air pockets. Break down sides of the hole when backfilling. g• SA ' thoroughly to eliminate air pockets. hole when backfilling. 1 O 2 L8 'M PG 5 1 o 0 0 0 0 0 0 \/ / /\//\\//\\% j\\%/\\ PG //\//\S \/ � ' � 3 SEED SEED Leave soil under ball undisturbed TM BBI/ Leave soil under hall undisturbed to support mot ball and reduce settling. 1 I I _ 25 to support root ball and reduce settlimg. i _ 8 — — — — _ 3 2-3 times ban diameter BB y - 5 — — — — — — — — — — — — — 2-3 times ball diameter 0 �� 3 � TREE PLANTNG DETAIL EVERC�EN PLANTING DETAIL I NOT TO SCALE NOT TO SCALE / 0 N 2 I i I I I O I I I I EA ' 15 SA 8 I ' 1 2 I o 1 I I , I CM I 116 15 I I I I I1 I I I I I ' AT 3 ------------- -1 — — — — — — 0' 10' 20' 40' SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 1 �stow. L101 LANDSCAPE PLAN CIVIL ENGINEER: AMERICAN STRUCTUREPOINT HVAC DESIGN: VECTOR CONSULTING LLC H-001 HVAC SYMBOLS & ABBREVIATIONS H-201 FIRST FLOOR HVAC PLAN H-202 SECOND FLOOR HVAC PLAN H-2031 THIRD FLOOR HVAC PLAN H-204 ROOF HVAC PLAN H-501 HVAC DETAILS H-502 HVAC DETAILS H-601 HVAC SCHEDULES LANDSCAPE ARCHITECT: SIMMONS ARCHITECTS, LLC. ELECTRICAL DESIGN: VECTOR CONSULTING LLC L101 LANDSCAPE PLAN E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS E-201 FIRST FLOOR LIGHTING PLAN E-202 FIRST FLOOR POWER / SYSTEMS PLAN E-203 SECOND FLOOR LIGHTING PLAN E-204 SECOND FLOOR POWER / SYSTEMS PLAN E-205 THIRD FLOOR LIGHTING PLAN E-206 THIRD FLOOR POWER / SYSTEMS PLAN E-207 ROOF LIGHTING PLAN E-208 ROOF POWER / SYSTEMS PLAN E-401 ELECTRICAL DETAILS E-402 ELECTRICAL DETAILS STRUCTURAL ENGINEER: INC.E-502 SMITH/ROBERTS & ASSOCIATES, C E-501 ONE -LINE POWER PLAN ELECTRICAL SCHEMATICS E-503 ELECTRICAL SCHEMATICS F101 FOUNDATION PLAN F102 DUMPSTER ENCLOSURE FOUNDATION PLAN F201 FOUNDATION DETAILS F202 FOUNDATION DETAILS AND GENERAL NOTES S101 SECOND FLOOR FRAMING PLAN S102 THIRD FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S104 SCREENWALL / PARAPET FRAMING PLAN S201 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS S203 STRUCTURAL DETAILS S204 STRUCTURAL DETAILS AND GENERAL NOTES S301 BRACE ELEVATIONS AND DETAILS ARCHITECT: SIMMONS ARCHITECTS, LLC. PLUMBING DESIGN: VECTOR CONSULTING LLC - INDEX & COVER SHEET P-001 ELECTRICAL SYMBOLS & ABBREVIATIONS A201 FLOOR PLAN - FIRST FLOOR P-200 FOUNDATION PLUMBING PLAN A202 FLOOR PLAN - SECOND FLOOR P-201 FIRST FLOOR PLUMBING PLAN A203 FLOOR PLAN - THIRD FLOOR P-202 SECOND FLOOR PLUMBING PLAN A204 ROOF PLAN P-203 THIRD FLOOR PLUMBING PLAN A205 ROOF SCREENWALL ELEVATIONS & DETAILS P-204 ROOF PLUMBING PLAN A206 ROOF PLAN DETAILS P-401 PLUMBING DETAILS A207 DUMPSTER ENCLOSURE PLAN, ELEVATIONS & DETAILS P-601 PLUMBING SCHEDULES A208 PLAN DETAILS P-602 PLUMBING SCHEDULES A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTION DETAILS A407 STAIR SECTIONS & DETAILS A408 STAIR SECTIONS & DETAILS A409 STAIR / ELEVATOR SECTIONS & DETAILS FIRE PROTECTION A410 ELEVATOR SECTIONS & DETAILS A501 DOOR SCHEDULE AND DETAILS A502 WINDOW & CURTAINWALL DETAILS 2 Z J� ci IIN 43i?c)L P Aqc)i3 Z A sl: lAqA 4;iivl3 FA 4:1LI ry O 00 FOR BIDDING ONLY NOT FOR CONSTRUCTION - 06/30/10 Lm 13225 NORTH MERIDIAN STREET v 4, - CARMEL, INDIANA 46032 � O PROJECT_ TEAM CODE INFORMATION CLIENT LOGO � OWNER DESIGN -BUILDER BUILDING SQUARE FOOTAGE: � Indiana ISG REAL ESTATE INVESTMENTS, LLC BROWNING CONSTRUCTION INC.FIRST FLOOR 23,475 SQUARE FEETsize - 8402 HARCOURT ROAD 6100 WEST 96TH STREET SECOND FLOOR 18,375 SQUARE FEET Spine W SUITE 600 SUITE 250 THIRD FLOOR 18,375 SQUARE FEET INDIANAPOLIS, INDIANA 46260 INDIANAPOLIS, INDIANA 46278 BUILDING TOTAL 60,225 SQUARE FEET Group PHONE (317) ???-???? PHONE (317) 344-7373 FAX (317) ???-???? FAX (317) 344-7473 ARCHITECT STRUCTURAL ENGINEER SIMMONS ARCHITECTS, LLC. SMITH/ROBERTS &ASSOCIATES INC. AREA MAP 305 EAST NEW YORK STREET 405 MASSACHUSETTS AVENUE CONSTRUCTION TYPE: INDIANAPOLIS,INDIANA 46204 INDIANAPOLIS, INDIANA 46204 PHONE (317) 656-3500 PHONE - (317) 951-1043 II_ B FAX (317) 656-3501 FAX - (317) 951-2160 LANDSCAPING ARCHITECT CIVIL ENGINEER LU SIMMONS ARCHITECTS, LLC. AMERICAN STRUCTUREPOINT, INC.OCCUPANCY: mom 305 EAST NEW YORK STREET 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46256 B -OFFICE PHONE (317) 656-3500 PHONE (317) 547-5580 y FAX (317) 656-3501 FAX (317) 543-0270 HVAC DESIGN ELECTRICAL DESIGN Q VECTOR CONSULTING, LLC VECTOR CONSULTING, LLC 7005 NORTH SENATE AVENUE 1005 NORTH SENATE AVENUE APPLICABLE BUILDING CODES: � INDIANAPOLIS, INDIANA 46202 INDIANAPOLIS, INDIANA 46202 - - --- - PHONE - (317) 632-4444 PHONE - (317) 632-4444 O FAX - (317) 632-4960 FAX - (317) 632-4960 m2008 INDIANA BUILDING CODE ( 2006 INTERNATIONAL BUILDING CODE) PLUMBING DESIGN FIRE PROTECTION 2008 INDIANA FIRE CODE (2006 INTERNATIONAL FIRE CODE) SITE MAP VECTOR CONSULTING, LLC -- -- ---- -- --- ----- INDIANA ACCESSIBILITY CODE 1005 NORTH SENATE AVENUE (ICC/ANSI 117.1-2003) INDIANAPOLIS, INDIANA 46202 PHONE - (317) 632-4444 675 IAC 21-3INDIANA ELEVATOR SAFETY CODE E EVATOR SA EY CO TDE EF ECTIVE 12/15/06 FAX - (317) 632-4960 � INDIANA ENERGY CONSERVATION CODE (CABO 1992 EDITION) 2008 INDIANA MECHANICAL CODE (2006 INTERNATIONAL MECHANICAL CODE) INDIANA ELECTRICAL CODE ( 2005 EDITION - NFPA 70-2005) 1999 INDIANA PLUMBING CODE > ( 1997 UNIFORM PLUMBING CODE) W � o 2008 INDIANA FUEL GAS CODE �$o (2006 INTERNATIONAL FUEL GAS CODE) <sm � N � 0 LL A IPi R F 2 J in cv I) (2 4)(5 6) (6.4)(65X6/6) (6.8) ( 7 O 8.7) ( 9 u 12 195'-O" 10'—o" 10'-O" 7o' -O" 2s' -O" 70'-0" 15 15 FOUNDATION PLAN SCALE: I/8" = 1'-0" Z I , 1'-6" I I I I I 192'-O" I I I I I I g_o" 1 25'-9" NOTES: k%%a WOO/ i 20'-0" 21'-O" 20'-O" 1 26'-D" 28'-0" ' 16'-O" 1 20'-0" 21'-0" 10'-O" I I. FINISH FLOOR ELEVATION 10'-O" 1 o' -O" I _O" 34'-8 3/8" 33' 32'-4 3/8" 29'-4 114' 14'-11 1 2. TOP OF EXTERIOR FOOTING ELEVATION = -I'-4' U.N.O. II' -O" I'-6" 5'-O" 3. TOP OF INTERIOR FOOTING ELEVATION = -1'-0" U.N.O. 1'-3 5/8" I I 1 2'—o" 1 L 1 I I I I ' 4• PI REI F. INDICAWITH 8" �#7AVERRE TE TIES ES O.G. F4 3 F5 2 F6 1 1 ' T/PEDESTAL - O' -O". 1 WIOx33 WIOx33 o 3 I ' 5. SEE ARCH. FOR LOCATION AND DIMENSIONS OF OPENINGS. W I Ox33 F201 T/FTG, F201 T/FTG. F201 F201 :p T/FTG.=-2'-O" _ - =-2'-O" IFI --2'-O"--z---- WFI _-S- - --------f ---- - ---- ----, 3 r -----L- WFI--f Z- ------ f- -Z- - ----J - - WFI -- -i I - i rJ L-- J i L- L--- WYF201 --- -� ( -- I F5--- I F5 I I I 4 b 5'-O"x20'-O"+/- 1 ,-------------------- ----- + I 7I r - - - - a- - - - - �` I I WIOx33 � - - - - I XF2 _ WIOx33 x2 -O' DEEP I bIF7 F2THICKENED SLAB I L _ _ - - I L _ _ _ I WIOx33 TS 6x6x3/l6 1 1 - - I 3 I ---------------------� FII FII I 1 F201 � �i F201 3'-O"x6'-O"+/-x I' -O" 3'-O"x 10' -O"+/ -x I' -O" WI Ox33 Ut-7) W l Ox33 (A-8) 1 I b I I b DEEP TRENCH GOORD. I DEEP TRENCH GOORD. WIOx33 (A3-7) WIOx33 (A.3-8) r - - -I- c�v W SLAB (ISOLATED) i EXACT LOCATION WITH EXACT LOCATION WITH (- W/FIBER REIF. �I ` I V VENDOR VENDOR - (DEPRESS SLAB +/- 1 1/2'� 31 ' I 1 I- - - - 3 I I 20'-O"+/- 4'-O" F3 - --1 F2 1` Irs, 11 F201 l VERIFY ALL DIMENSIONS, REQUIREMENTS d LOCATI ONS W I Ox39 W I Ox33 I I- F201 W/MRI-CT SUPPLIER PRIOR I 13 m - _WFI � L DEEP TRENCH GOORD. F8 TO CASTING SLAB IN THIS AREA F I O Flo, F9 I i I TS 8x8x3/ it �m O I EXACT LOCATION WITH I WIOx49 I .; I 4 , F6 , �p T n W IOx54 - - -' i 2 r i 2 I VENDOR r - - - - TI/FTG. I- - - - T/FTG. r _ _ _ _ _ - - W I Ox33 - - - -TS 8x8x I /4 I ( I �0 I I IY-mol I I =-2 -O" r - in I I=-2 -O" L - r— I- WIOx33 1 I I I -__ H H -- O:' �- -- i i I H I F12 I H I I I I I F3 WFI ��- = L -----J = �WlOx6O (G.4-6.4) I I 1 I I I W I Ox33 F2 � I I I W l Ox60 (G.4-6.8) L - - - - J " TS 6x6x3/l6 I '� L - - - J � - I 1 L - - - - J L - - - - J 12" CONCRETE PAD P� 2 8 FTG. STEP m ' b b �1 y I I F7 REINFORCE WITH BPI I� b-' 1 3 IWIOx39 #5 ! 12 O.G. BOTTOM. - 1 13 -I i - `0 ;p O � ( H T/PAD EL. _ -4'-O". La' - � � r I i F201 I ( io F9 1 I I ( SUMP PIT L -- g�_II 7/8" - - - i O WIOx49 L- ------ -� I 1 F7 I I F2 F6 ,� - `I . W I Ox33 - - - - T'4 TG • - - - L _ _ _ _ - _ - - W I Ox39 b ' 1 l W I Ox33 - TS 8x8x I /4 �m WFI L 1 1 = 2 O" I r -1 - - - - , F201 I , I r c - b H I H I I H I 7 1 H I I - - - -�- _ 1 L- I I I I I I--s--z� b s I 1 1 in L - - - - L--- - - J TYPICAL INTERIORin WIOx35 r-------------- - COLUMN ISOLATION JOINT L - - - - J �� PI I 1 I I I 1 SUMP PIT SEE DETAIL SHEET F2.2 WI Ox39 O I -i 2'-8" FTG. STEP = WIOx49 I I I 4 p l 1 I I FI WIOx49 1 4 `t 3 FSI i I I 6 1 1 -` - 1 WIOx33 { 1 I F201 1 F201 1 r--- I � 1'i II 11 I I ljl b ------------- J I I n I _ _ _ _ _ _ J H l H I 4 CONCRETE SLAB ON GRADE 12" CONCRETE PAD L REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F. I I I REINFORCE WITH I I ON 10 MIL VAPOR BARRIER OVER A F12 I I Fb l #5 0 12" O.G. BOTTOM. L - - - - J MINIMUM 4" OF COMPACTED GRANULAR FILL. WIOx60 (E-12) I - I T/PAD EL. = -4'-O". I I TS 8x8x I /4 I I 1'-0" 1O'-9 1/4' ' F8 F7 W I Ox49 (E-13) s 13 ;0 WIOx49 WIOx49 WIOx39 _ L r--- - iy o- r�---------� r-- --� r- -- �------ -- - --------- I I _ � o I I I I I I � pc H H I I 1 H H H E I I I I I I L- -----� �-- FI2 L-- -- F2ol L-- -- L-- --J L-�------� - - I : I W I Ox49 (E- I) F9 F9 4 1 1 r b I I W IOx60 (E-2) W I Ox49 W IOx49 1 10'-O" 20'-8" o in -TYPICAL CONTROL JOINT SEE DETAIL SHEET F22 I y F6 F9 1 I I L— TS 8x8x I /4 TS 8x8x3/8 b l 11 rin - --- --- - - - 1 1 FII FII O J , O tT6- l iy W-1003 (F-6b)WIOx33 (F -6b) STS - - - - WIOx39 (E.7-4) 13 1 F - - - - WIOx39 (E.7 -6b) F9 TS 6x6x3/l6 ( T l y l I I I I WIOx49 F8 F8 F7 F201 I •Y Lb L WF2 - -� I I rn b -I I jw1ox33 I 2 I I 2 I r - - - - WIOx49 /WIOx45WIOx33 I - iI s r, L_ r ----in,, I I :.2 WFI L--- -------- ------ - I I I I I I I I I I 5 11 I :+D r_ f--- ----- ---L--- L ----J F201 I b-� . 1 F2 F2 L-- --J L ----J L ----J L ----J I I 11 I- bi b I F2 F2 F2 11 0 1 TS 6x6x3/ 16 TS 6x6x3/ 16 TS 6x6x3/ 16 I 1 I I i O I I? TS 6x6x3/I6TS 6x6x3/I6�T5 6x6x3/16 I ( l I 1 N b I L 1 11, ' O —J O L.--- ------- -- ----- —J O - ' - - � � n :., .... .. a .I. .. '. »tiN'r .'i,• ..i :' ..h - _----------------- ------------------ - - - - - - r -J L - b WFI WFI I r - - WFI -! r- -i4 r -- � -- I FSI I I F20I I I I I 1. I F201 3 �� I I 11 I I I l I I co bn L— C4 -- -- -- 3 i I I 13 3 b I I F201 I I I civ I 1 n I 1---- ---- '- - -- I TS 8x8x3/8 TS 8x8x3/8 i I l I F201 F2 F2 FI FI F2 F2 di I I I I I II I I WF2 _� TS 6x6x3/I TS 6x6x3/l6 TS 6x6x3/I6 TS 6x6x3/16 TS 6x6x3/l6 TS 6x6x3/l6 I N T/FT6.=-2 -O I L r- F F -� -' j `0 - O L---� O O F201 - - - WFI I WFI I �D 0 n I 6 CONCRETE SLAB ON GRADE REINFORCED g - I F2 - mcn 0 b i I I u- TS 6x6x3/l6' I . Itl- WITH 6x6 - W2.9xW2.9 W.W.F. OVER A I b m in i I I I i 13 F2 F2 i 13 I MINIMUM 4" OF COMPACTED GRANULAR FILL. ' rn b TS 6x6x3/l6 TS 6x6x3/ 16 TS 6x6x3/l6 in _ I,I Irl - - - O L. ----- -- J O L- ------- J O L -- -- -- —J O - - - - - - — _ _ F9 F9 ----- WFI -- - -------- -- --- -- WFI ---- I TS 8x8x3/8 I I TS 8x8x3/8 1 I I ' 3 2 3 F201 F201 F201 ' I I I I I I I K- - I , I I I L— --J I I I'-6" 10'-O" 10'-O" 31'• I I I 1 I I I 10'-O" I) (2) (4)(5 32'-7 1/2" l0'-0" 192-O" I 1 195'-O" 7.1 6-8 I/8" 3'-8 1/4" 30-0 3/4" 19'-4 1/4" 12-3 3/4"21'-0" 3'-8 1/4" .7) ( 9 I 1/7' 14'- 24-11 1/2" 10'-0" 2a—a 0.1) (10 10) WALL FOOTING SCHEDULE MARK FOOTING IZE FOOTING RBFORGEMEhrT D WFI 2'-O"x2'-O" 2 - #5 DONT. BOT. WF2 4' -6"x2' -O" 12O.GONT. TOP !BOT. 31'-4" F G J COLUMN FOOTING WEDIL L E MARK FOOTING SIZE FOOTINS REINF0RCS4 NT W x L x D FI 4-o"x4'-O"xl'-O" 4 - #5 E.W. BOT. F2 4-0"x4'-O"x2'-O" 4 - #5 E.W. BOT. F3 5' -0"x5' -0"x I' -O" 5 - #6 E.W. BOT. F4 5'-O"x5'-O"x2'-O" 5 - #6 E.W. BOT. F5 6'-O"x6'-O"x2'-O" 6 - #7 E.W. BOT. F6 6' -6"x6' -6"x2' -O" 6 - #7 E.W. BOT. F7 7' -6"x7' -6"x I'-6" 7 - #8 E.W. BOT. F8 8'-o"x8'-O"x I'-6" 8 - #8 E.W. BOT. F9 9'-0"x9'-O"x2'-O" 9 - #9 E.W. BOT. FIO 9' -6"x9' -6"x2' -O" 9 - #9 E.W. BOT. FII 7'-61x 11'-O" x2' -O" 8 - #9 LONG TOP t BOT. 12 - #9 TRANS. TOP E BOT. FI2 10'-0"x18'-O"x2'-6" 12 - #9 LONG TOP ! BOT. 20 - #9 TRANS. TOP t BOT. CERTIFIED BY: 1-7 ,s If NORTH: 0 0 uj Q Z L1J OL 0 LL Z 0I- Q 0 ZZ� � ZW —Wz Q 5 Q � _ IL W Q 20w � w o O� Z U)Q cy) LL a Lu w~ Z o w O m Z p w m m w Y U O o Z c, O' d fU Q cn D U U> CERTIFIED BY: 1-7 ,s If NORTH: 3 6" CONCRETE SLAB ON GRADE REI NFORCED WITH 6x6 - W2.9xW2.9 W.W.F. OVER A MINIMUM 4" OF COMPACTED GRANULAR FILL. WPI DUMPSTER ENCLOSURE FOUNDATION PLAN SCALE: I/8'= 1'--0' NOTES: I. SEE CIVIL/ SITE DWGS. FOR LOCATION ON SITE, TOP OF SLAB ELEVATION, ETC,. 2. TOP OF FOOTING ELEVATION = -1'-4" BELOW TOP OF SLAB. 3. SEE ARCHITECTURAL DRAWINGS FOR ENCLOSURE DETAILS. WALL F-00TI NG cW HMULE MARK FOOTINGD IZE FOOTING REINFORCBIENT 0C) m o 0 0 WFI 2'-0'x2-0" 2 - #5 CONT. BOT. WF2 4 -6'x2' -O' 4 - #5 CONT. TOP E BOT. #5 @ 127 O.G. TRANS. TOP E BOT. LPRECAST PLANK BY PRECAST SUPPLIER DUMPSTER ENCLOSURE ROW F PLAN S 8 X o o_ �x N I I rn rn c Q d O y N co a E cnZ o 7 U L Q) VI fn O _p W po p Lo O ox 'r; 0 u - 0 m 0 O a- 0 of °of n co O 5 Lu z a U) Lu H Q z �imQ o H O M co m Z O w Cl L) m o Y W 2 Q U > 0C) m o 0 0 CERTIFIED BY: NORTH: n4w z O a U cn W 0 W H Q > W Of SHEET NO. SEE SHIFT 5301 FOR COLUMN BASE DETAILS 1/2!' EXPAN51 ON JOINT MATERIAL (TYP) FINISH FLOOR EL. PER PLAN _ T/FTG. EL. w PER PLAN J in COLUMN 150LATION JOINT FILL W/CONCRETE 0 a o ° .d FF HI a d ° ° Id ° v.' °• a ° W. .� ° V. ° ° ° _• ' g ° • • • d • °' • e g a SECT I ON SCALE: 3/4" - I'-0" \noI SEE PLAN PRECAST PANEL .f a. .4 6 PRECAST CONNECTION . A HARDWARE DESIGNED E INSTALLED BY PRECAST d CONTRACTOR FINISH FLOOR EL. PER PLAN FINISH GRADE EL. _ _ — ---I - PER SITE DWGS. (� �_� �_� N! T/FTG. EL. COLUMN PER PLAN ISOLATION JOINT FILL WITH CONCRETE 1/2" EXPANSION JOINT MATERIAL d —�—� o m I—I I •'`. d v o SEE SHIFT 5301 FOR COLUMN BASE DETAILS i ° a° d. ° a ° b ° ° WALL FOOTING BEYOND tr e ° I ° e CONCRETE ° 'I FOOTING PER °i ° ° PLAN SECTION a�� SCALE: 3/4" - I'-0" \noll PRECAST PANEL FINISH FLOOR EL. PER PLAN FIN. GRADE EL. PER SITE DWGS. T/FTG. EL. PER PLAN PRECAST SILL @ WINDOWS (SEE ARCH) —PRECAST CONNECTION HARDWARE DESIGNED 8 INSTALLED BY PRECAST CONTRACTOR —GROUT ! SHIMS BY PRECAST CONTRACTOR ° °. RIGID INSULATION PER ARCH. CONCRETE FOOTING AND REINFORCING ¢ . ° d ° PER PLAN SECTION 3 SCALE: 3/4" - I' -V 1/2" EXPANSION JOINT MATERIAL 1/24) x I'-6" SMOOTH DOWEL 18" O.G. ! DOOR LOCATIONS ONLY Ilk FINISH FLOOR EL. PER PLAN a co z T/FTG. EL. PER PLAN b m d A d 4 ° PER PLAN z W J 4 v 1 m SHIMS AND GROUT O °.d BY PRECAST in w CONTRACTOR A wQ COLUMN PER PLAN ISOLATION JOINT FILL WITH CONCRETE 1/2" EXPANSION JOINT MATERIAL d —�—� o m I—I I •'`. d v o SEE SHIFT 5301 FOR COLUMN BASE DETAILS i ° a° d. ° a ° b ° ° WALL FOOTING BEYOND tr e ° I ° e CONCRETE ° 'I FOOTING PER °i ° ° PLAN SECTION a�� SCALE: 3/4" - I'-0" \noll PRECAST PANEL FINISH FLOOR EL. PER PLAN FIN. GRADE EL. PER SITE DWGS. T/FTG. EL. PER PLAN PRECAST SILL @ WINDOWS (SEE ARCH) —PRECAST CONNECTION HARDWARE DESIGNED 8 INSTALLED BY PRECAST CONTRACTOR —GROUT ! SHIMS BY PRECAST CONTRACTOR ° °. RIGID INSULATION PER ARCH. CONCRETE FOOTING AND REINFORCING ¢ . ° d ° PER PLAN SECTION 3 SCALE: 3/4" - I' -V 1/2" EXPANSION JOINT MATERIAL 1/24) x I'-6" SMOOTH DOWEL 18" O.G. ! DOOR LOCATIONS ONLY Ilk FINISH FLOOR EL. PER PLAN a co z T/FTG. EL. PER PLAN b m d A d (0-#4 CONT. #4 DOWEL 0 18" O.G. 2'-0" L RIGID INSULATION PER ARCH. SECTION F4` SCALE: 3/4" - I'-0" �I w x X o N I I L rn I I t � n :3 M M c a o y N c0 —CD E S O S Z O L U N (nO W O V) o aQ �V) s� Ln c 3 Inullina' spine wGroup PRECAST PANEL a •a FILL WITH CONCRETE 1 /2" EXP. JOINT MATERIAL I •a . FINISH FLOOR EL. --- --- PER PLAN ELEVATOR SUPPORT TUBES •g-.-/ a p O SEE STRUCTURAL SHEET 5201 SEE SHEET 5301 FORT/ PEDESTAL EL. 1/2" EXPANSION " COLUMN BASE JOINT MATERIAL #4 ! 12 O.C. SILL ANGLE WHERE I'_6" _ i i REGO. BY ELEVATOR DETAILS. Zj I SUPPLIER O ANCHOR BOLTS T/CONCRETE SLAB 4•' (�1 i INSTALLED BY CONCRETE ° HOISTWAY OILPER SITE DWGS. i FIN. FLR. EL. CONTRACTOR. PER PLAN DRILL AND EPDXY D _i PROVIDE 2 ADDITIONAL TIES p #4 BARS x 6'-O" 0 24" O.G. a : ' - AT TOP OF PEDESTAL (3" O.C) a W/4 114' MIN. EMBEDMENT d GRANULAR FILL D USE HILTI HIT HY150 •. EPDXY SYSTEM ..d _ D CONCRETE PEDESTAL O WATER PROOFING HOISTWAY PER PLAN ELEVATOR PIT SLAB 8 REINF. PER SECTION 6/F201 • p T/FTG. EL. PRECAST CONNECTION . � ; :; ;' #4 a 12" O.G. a . m PER PLAN Z HARDWARE DESIGNED E WATERSTOP �' D' . ° D : D . ° ° o . D INSTALLED BY PRECAST CONTRACTOR GROUT 6 SHIMS BY #4 VERT. ! 12" O.G. PRECAST CONTRACTOR 1 L L ° N VI T/FTG. EL. 2x p D oR ° p : e. ° o ° D p' D ' W 4 in a° ° a v a°. .° d 1-� T/PAD EL. ° a °° PER PLAN LU Q Z Q °:. . . Ir 1� LLQz •VA/ v a a ° ° d ° D ° D ° ° D O SUITABLE BEARING MATERIAL PER GEOTEGHNI GAL n Q o _ °. v o D • • '' • • = REPORT AND ON SITE GEOTECHNICAL ENGINEER. O Z Z Z Q D D e Q Z #5 0 12 O.G. E.W. BOTTOM D ��w SECTION s SECTI ON 6 SECTIONF-7"�o SCALE: 3/4" - I'-0" V201 SCALE: 3/4' - I' -O" ""20 i SCALE: 3/4" - I' -O" O I a. J Q o z U) M Q Fi LL- EL — Q U 4 ° °.d m A. d 4 v m °.d CD w A wQ Ci cl� Z N ccn Q 0 co ca U U j O o CERTIFIED BY: ° °. Qv a° (0-#4 CONT. #4 DOWEL 0 18" O.G. 2'-0" L RIGID INSULATION PER ARCH. SECTION F4` SCALE: 3/4" - I'-0" �I w x X o N I I L rn I I t � n :3 M M c a o y N c0 —CD E S O S Z O L U N (nO W O V) o aQ �V) s� Ln c 3 Inullina' spine wGroup PRECAST PANEL a •a FILL WITH CONCRETE 1 /2" EXP. JOINT MATERIAL I •a . FINISH FLOOR EL. --- --- PER PLAN ELEVATOR SUPPORT TUBES •g-.-/ a p O SEE STRUCTURAL SHEET 5201 SEE SHEET 5301 FORT/ PEDESTAL EL. 1/2" EXPANSION " COLUMN BASE JOINT MATERIAL #4 ! 12 O.C. SILL ANGLE WHERE I'_6" _ i i REGO. BY ELEVATOR DETAILS. Zj I SUPPLIER O ANCHOR BOLTS T/CONCRETE SLAB 4•' (�1 i INSTALLED BY CONCRETE ° HOISTWAY OILPER SITE DWGS. i FIN. FLR. EL. CONTRACTOR. PER PLAN DRILL AND EPDXY D _i PROVIDE 2 ADDITIONAL TIES p #4 BARS x 6'-O" 0 24" O.G. a : ' - AT TOP OF PEDESTAL (3" O.C) a W/4 114' MIN. EMBEDMENT d GRANULAR FILL D USE HILTI HIT HY150 •. EPDXY SYSTEM ..d _ D CONCRETE PEDESTAL O WATER PROOFING HOISTWAY PER PLAN ELEVATOR PIT SLAB 8 REINF. PER SECTION 6/F201 • p T/FTG. EL. PRECAST CONNECTION . � ; :; ;' #4 a 12" O.G. a . m PER PLAN Z HARDWARE DESIGNED E WATERSTOP �' D' . ° D : D . ° ° o . D INSTALLED BY PRECAST CONTRACTOR GROUT 6 SHIMS BY #4 VERT. ! 12" O.G. PRECAST CONTRACTOR 1 L L ° N VI T/FTG. EL. 2x p D oR ° p : e. ° o ° D p' D ' W 4 in a° ° a v a°. .° d 1-� T/PAD EL. ° a °° PER PLAN LU Q Z Q °:. . . Ir 1� LLQz •VA/ v a a ° ° d ° D ° D ° ° D O SUITABLE BEARING MATERIAL PER GEOTEGHNI GAL n Q o _ °. v o D • • '' • • = REPORT AND ON SITE GEOTECHNICAL ENGINEER. O Z Z Z Q D D e Q Z #5 0 12 O.G. E.W. BOTTOM D ��w SECTION s SECTI ON 6 SECTIONF-7"�o SCALE: 3/4" - I'-0" V201 SCALE: 3/4' - I' -O" ""20 i SCALE: 3/4" - I' -O" O I a. J Q o z U) M Q Fi LL- EL — Q U v NORTH: n4& z O H a w U N Lu 0 SHEET NO. F201 FOMATM DETAILS m Lu m CD w J Z wQ Ci cl� Z N ccn Q 0 co ca U U j O o CERTIFIED BY: v NORTH: n4& z O H a w U N Lu 0 SHEET NO. F201 FOMATM DETAILS 6ENERAL FOUNDATION NOTES MISCELLANEOUS: The structure and its several parts have been designed for the in-service loads only. The methods, means, procedures, and sequences of construction are the responsibility of the Contractor. The Contractor shall take all necessary precautions to insure safe working conditions and maintain the integrity of the structure during all stages of construction. The adequacy of the design of temporary bracing, shoring, etc. is the contractor's responsibility. The bracing design for cast -in-place concrete, tilt -up concrete, precast concrete and masonry walls is the complete responsibility of the Contractor. Temporary bracing for walls shall be adequate to resist the forces imposed during construction. Bracing for a wall shall not be removed until all supporting levels or units have been erected and the concrete of the supporting levels has attained the specified compressive strength (F'c). In the case of walls supporting soil, the braces shall additionally remain in place until the backfilling procedures have been completed. FOUNDATIONS: The foundation design is based on recommendations contained in the soils report prepared by Alt and Witzig Engineering, Inc. dated March 31, 2010. Design Net Soil Pressures: Spread Footings 3,000 psf Continuous Wall Footings: 2,400 psf Foundations and soils related work shall be performed in accordance with the geotechnical report and inspected by a qualified Geotechnical Engineer. Foundation conditions noted during construction, which differ from those described in the geotechnical report shall he reported to the Architect, Structural Engineer and Geotechnical Engineer before construction is continued. CONCRETE: Reinforced concrete has been designed in accordance with the current edition of the "Building Code Requirements for Reinforced Concrete" (ACI 318). Mixing, transporting, and placing of concrete shall conform to the latest edition of the "Specifications for Structural Concrete for Buildings" (ACI 301). Slabs -on -grade shall be constructed in accordance with the latest edition of the "Guide for Concrete Floor and Slab Construction" (ACI 3O2.1R). Concrete in the following areas shall consist of natural sand fine aggregate and normal weight coarse aggregates conforming to ASTM C33, Type 1 Portland Cement conforming to ASTM C15O, and shall have the following compressive strength (F'c) at 28 days: Footings and Mats 3,000 psi Slabs -on -Grade: 4,000 psi Slabs on Metal Deck: 3,000 psl Retaining Walls, Curbs, Sidewalks 4,000 psi (6% + 1 X and Slabs Exposed to De-icers: entrained air by volume) Elevated slabs shall be placed to achieve the following minimum flatness tolerances: Overall Values: Ff = 25 Local Values: FI = 17 Slabs -on -grade shall be placed to achieve the following minimum tolerances: Overall Values: Ff = 25 FI = 20 Local Values: Ff = 17 FI = 15 Concrete compressive strength tests shall be performed in accordance with ASTM C39. Copies of the test results shall be forwarded directly to the Structural Engineer. One set of specimens shall be taken for each day's pour of appreciable size and for each 100 cubic yards in accordance with the latest edition of ASTM C31. Each set shall include one specimen tested at 7 days, 2 specimens tested at 28 days and one specimen retained in reserve. This set of test cylinders shall be protected against freezing. Adjustment of slump by adding water to the mix at the job site shall occur as follows. Adjustment shall be made one time only with a maximum of 2 gallons of water per cubic yard such that the specified slumps and water / cement ratios are not exceeded. The concrete shall be mixed after the addition of water one minute per cubic yard to a maximum of 5 minutes. Protect the concrete surface between finishing operations on hot, dry days or any time plastic shrinkage cracks could develop by using wet burlap, plastic membranes or fogging. Protect concrete deck at all times from rain, hail or other injurious effects. Use of construction joints at locations other than those indicated on the drawings shall be submitted to the Structural Engineer for approval. The Contractor shall verify the location of sleeves, openings, embedded items, etc. and shall insure that they are in place prior to the placement of the concrete. The Contractor shall submit for review by the Structural Engineer a mix design for each proposed class of concrete. Mix designs shall show weight proportions for components of the mix. The Contractor shall not vary from the mix design without the approval of the Structural Engineer. Floor slab construction sequence, construction joint locations, and curing and joint reinforcement methods shall be reviewed by the engineer prior to pouring the slab on grade. Provide curing of concrete slabs immediately after finishing using a sprayed on liquid curing compound. Other methods may be used with approval by Structural Engineer. CONCRETE REINFORCEMENT: Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following standards: "Specifications for Structural Concrete Buildings" (ACI 301) and "ACI Detailing Manual" (SP66). Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615-90 and shall have a minimum yield strength of 60,000 psi. Provide standard bar chairs and spacers as required to maintain concrete protection specified. Welded wire fabric shall be smooth wire fabric conforming to ASTM A185 unless otherwise noted. Fabric shall be supplied in flat sheets and lapped a minimum of 14 inches. Welded wire fabric in slabs -on -grade shall be placed 2" down from the top of the slab unless otherwise noted. Slab on metal deck shall be reinforced with 6x6 - W1.4 x W11/4 WWF placed 3/4" down from the top of the slab. Unless otherwise shown or noted, splicing of reinforcing bars shall conform to ACI 318-89. Where the length of lap is not shown or noted, provide a Class "B" lap at splices. Horizontal bars in walls or grade beams shall be bent at corners and intersections in such a way that continuity is provided through the joint. Separate corner bars of the some size and spacing as the horizontal reinforcing may be substituted for the bent portion of the continuous bars. The Concrete Contractor shall prepare detailed working or shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy to the Structural Engineer for approval. These shop drawings will be reviewed for design concepts expressed in the contract documents only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. NON -SHRINK GROUT: Grout shall be a non-metallic, shrinkage resistant (when tested in accordance with the latest edition of ASTM C827 or CRD -C621), premixed, non -corrosive, non -staining product containing Portland Cement, silica sands, shrinkage compensating agents and fluidity improving compounds. Grout shall have a minimum compressive strength (F'c) of 5,000 psi in 28 days. Grout compressive strength tests shall be performed in accordance with the latest edition of ASTM C109. SEE PLAN I' -O" I' -O" 1/2 EXPANSION JOINT MATERIAL FORMED KEYWAY CONSTRUCTION JOINT ° FILL WITH ; ° p- GONGRETE D GOL.UMN o PER PLAN CONSTRUCTION JOINT @ 4' THICK SLAB TYPICAL COLUMN ISOLATION JOINTS, PLAN BOTTOM FO0TIN6 PROPOSED GRADE ELEVATION O UhIDERL=ING NOTESNOTES: — — It may be neceseary to undercut sail beneath the wall COMPACT TO 95% SPD FOOTING Geotechnical E *eer aid as outlined herein. Undercutting of sal and installation of ted fill be in accor� with the COMPACT TO 100% SPD /71 LU � 1. The ��s tionof the Geotectrrcal Engineer on EXCAVATION LIMIT site and the geotedvi cal report shall be followed. EXCAVATION LIMIT SUITABLE BEARING MATERIAL (AS DETERMINED BY GEOTECHNICAL ENGINEER) ERCUTTI N6 DETAIL le (t) SAWED JOINT SOFF GUT METHOD NOTE: SEE SPECIFICATIONS FOR SLAB GORING TREATMENTS. SLAB ON 6RADE J01 NTS, SCALE: NONE 2-O" It may be neceseary to undercut sail beneath the wall COMPACT TO 95% SPD footings and column footings as directed by the Geotechnical E *eer aid as outlined herein. Undercutting of sal and installation of ted fill be in accor� with the COMPACT TO 100% SPD enc�r�ered shall performed following requirements. LU � 1. The ��s tionof the Geotectrrcal Engineer on EXCAVATION LIMIT site and the geotedvi cal report shall be followed. O I 2. Lints of undercuttiN and compacted engineered fill w shall be in accordance with the detail shown. 7 3. The engineered fill material shall be compacted in d e moxmxn lifts to 9B percent Standard Proctor > d Density (ASTM D-6915), below bottom of footing and 95 percent 5PD above bottom of footing. c� D co 4. Compaction by flooding is not permitted. ERCUTTI N6 DETAIL le (t) SAWED JOINT SOFF GUT METHOD NOTE: SEE SPECIFICATIONS FOR SLAB GORING TREATMENTS. SLAB ON 6RADE J01 NTS, SCALE: NONE 2-O" SEE PLAN FOR FOOTING REINFORCEMENT a ° • d . .B .Q o d ° ° J'4 d d d' ` d 2 - #4 BARS ° ' ° Ad TEPPED TYPICAL 1'-6" nTiNG X a o ` coo 2 N I I rn rn t n CL) M M c > QC) N +�+ c0 y E m O 7 Z U L Ur' V1 Cn 0 0 to O , O oN zpO :3 3 p . N = 3 wi �O O reo `U V (,DCk Z Q Z 0 W L U) < Z � 0 LLQZ ZO Zw0 oZW0 W C)�-2 O \ (n w� O Z �c,�Q L� a 0 m m 0 LU � 'd d °. O I � 0 w O �C v' 'AQ, d G > d LU a 2 d' c� D co DU U> a ol d ° d d .° d d'.. a SEE PLAN FOR FOOTING REINFORCEMENT a ° • d . .B .Q o d ° ° J'4 d d d' ` d 2 - #4 BARS ° ' ° Ad TEPPED TYPICAL 1'-6" nTiNG X a o ` coo 2 N I I rn rn t n CL) M M c > QC) N +�+ c0 y E m O 7 Z U L Ur' V1 Cn 0 0 to O , O oN zpO :3 3 p . N = 3 wi �O O reo `U V (,DCk Z Q Z 0 W L U) < Z � 0 LLQZ ZO Zw0 oZW0 W C)�-2 O \ (n w� O Z �c,�Q L� a 0 CERTIFIED BY: NORTH: 0 Z 0 a 0 Cn LU 0 Cn of LU a - w I o Q N ih CD CO M.......... SHEET NO. F202 ♦ r ♦ r sir �_ _ ♦ �. m m 0 LU � CD z w Y O I � 0 w O V ol z N U Q LL! LU a 2 to cin Q c� D co DU U> Oo �— CERTIFIED BY: NORTH: 0 Z 0 a 0 Cn LU 0 Cn of LU a - w I o Q N ih CD CO M.......... SHEET NO. F202 ♦ r ♦ r sir �_ _ ♦ �. A G E G O LU to LU co 0 i N e I 8" E.O.S. --� 2 2 SPA. @ 8" E.O 5201 6.4 65 bb 34-8 3/8" 2 SPA. @ 8'-6" 3 SPA. @ 8'-O" 3 SPA. @ 8'-8" 1'-3 5/8" 2-0" I 5201 74K W 14x22 SG(7,5,3a 7 7b 8 192'-O" 8.7) ( 9 33'-7 3/8" 1 32-4 3/8" 2 SPA. ! 9'-I 7/61 I 9'-8 1/4" 2 SPA. @ 8'-O" 6'-8 I/8" 6 E.O.S. 8" E.O.S. 3 1/2" NORMAL WEIGHT 1 CONCRETE ON 2" i VLI 20 GAGE MTAL 36K 35K WI4x22 SCQA5) 36K 28K W21x44 SG(2,2,I) p WBxIOdi v NZ �U N W8x I O 126K W 16x26 o 0 V 3 3 3 3 3 DECK. (5 I/2" OVERALL SLAB THICKNESS) REINFORCE SLAB W/6x6 - WI 4xW1.4 WAF. I 5201 =a• NZ W 12xI 9 5G(8) 54K 1"I N N 3 �) 26K = I _ _ 10 103 10.8 I I 12 T14 9'-O" 0" :r .ib m V ( Q) o. U •'0 b - N u c 29'-4 1/4' LIM 14'- I I I /2" 10'-O" 2 SPA. @ 9'-8 5201 6.4 65 bb 34-8 3/8" 2 SPA. @ 8'-6" 3 SPA. @ 8'-O" 3 SPA. @ 8'-8" 1'-3 5/8" 2-0" I 5201 74K W 14x22 SG(7,5,3a 7 7b 8 192'-O" 8.7) ( 9 33'-7 3/8" 1 32-4 3/8" 2 SPA. ! 9'-I 7/61 I 9'-8 1/4" 2 SPA. @ 8'-O" 6'-8 I/8" 6 E.O.S. 8" E.O.S. 3 1/2" NORMAL WEIGHT 1 CONCRETE ON 2" i VLI 20 GAGE MTAL 36K 35K WI4x22 SCQA5) 36K 28K W21x44 SG(2,2,I) p WBxIOdi v NZ �U N W8x I O 126K W 16x26 o 0 V 3 3 3 3 3 DECK. (5 I/2" OVERALL SLAB THICKNESS) REINFORCE SLAB W/6x6 - WI 4xW1.4 WAF. I 5201 =a• NZ W 12xI 9 5G(8) 54K 1"I N N 3 �) 26K = I _ _ 10 103 10.8 I I 12 T14 9'-O" 0" :r .ib m V ( Q) o. U •'0 b - N _ Op =U X16 �' 29'-4 1/4' LIM 14'- I I I /2" 10'-O" 2 SPA. @ 9'-8 I/4" I 10'-O" 2 SPA. @ 7'-5 3/4" 2 SPA. @ b 6-0 1/2" 8" E.0 .5. 8" E.OD. 8" E.0 D. 1 I ks 16, 1 1/2!'22 GAGE ri O I 5201 TYPE "B" METAL 5201 U ROOF DECK c0 T/STL. + 14'-2 1/2" L4 I b o W8x 10 34K2 29K O LU (V g - 5C(4,3,2J N W 14x22 5C(6,4,2) 29K N m 5201 3 10 3/4" Z E.O.S. � 8 J� 5 5201 I I 5201 ' I I ,i 5201AFT3 O cl !L rn o+ 4'-5 1/2" 2 SPA. ! 5'-6' 5'-0 5/8" = co W8x10 = 27K W/ NI �[ a[ �[ �[ a[ I( O " I � �� �' N N N N N N N N �7K H 61K W24x55 G=3 4" 7 5K 57K W21x50 =1" 58K H 44K W21x44 SC(6.6.6.5) G=1" 53K H 45K W18x40 SG(10.2.10) G=1" 45K H— n � 2 N � N O -. 5201 p p � .. .. X 5201 3 O O O O O m LLi O_ N X14 W, W&IO c c7i BRACE B3 8 �6X/0 S 3 _ 4 _ 3 3 3 I 5201 - 3 3 3 3 3 3 O 4qK 3 3 3 3 { 4x62 12'-4 I/4" 6" E.O.S. m � SC(24) 46K N I 49K 49K W24x I 60K �j_ N N I �, SSK Lj 43K W1805 5C(13.2,13) G= I" 42K W 18x40 SG 12 I W12x14 H H o V H O 9 w 3 3 p N U 5201 CS 4 6" E.O.S. 2 N N �t N W12x14 8 b 3 ly m v 5201 O - b I I" 5201 I 12x 14 W8x I O _1.1 U � - - _ _ 6 E.O.S. � � � Q 3 I N u �y E.O.S. 8 TYP. U.N.O. " m O O O tu W12x14 O v V b` 5201 O .OS. r 7 in d 9(n `� `� 3 3 o 5201 � m �t c gLu v 14 WIOxI2 4 F,1 W 18x35 31 K x 9 W 12x W&IO O 38K W A N 3 �dj 5201 xcn 0 3/4" r 1* 7 o a m p 3 E.O.S. 3 3 5201 m U 7 8 N 5201 N N N N N 5201 �[ �[ �[ � �[ �[ � � � � � �[ � 3 3 3 3 3 co c BRACE B 1 N N N 3 N N W 12x26 H 50K W I 40 SC(17.3,17) G= I" 50K H 60K W24x55 SG(25) G=3/4" 66K 55K W24x SG(26) G=3/4" 78K H 58= � I NI ILL I I I I I 1-8 3/8" 3 SPA. @ 8'-3 I I '16' = � I, A -. :r .ib m V ( Q) o. U •'0 b - N _ Op =U X16 �' t� O co LOW ROOF 3 3 3 3 X 3 3 io0 4 = 50K W24x55 SC(30) U 50K I 5201 Y 8" E.O.5. J/BRC. + 14'- I" 8" E.O.S. N N wBxIO W8xIO = W 18x35 = 4 = 60— J/BRC. + 14'-O' 14 5201 Q Q I 1214 475/350 O ILK 475/350 RD OD 61I 18x35 W21 x44 - - J/BRC. +14-0" TS 6x6x 1 4 J/BRC. + 13'-8" J/ TS bx6x 1/ 4 14BRC. + 13'-9" � STUB COL. � ��' I STUB COL. I I/2" 22 GAGE 3 5201 3 TYPE "B" METAL 5203 ROOF DECK T/STL. +17'-O" I4' -O„ 24,-0" 3'_OJ T/STL. +17'-0" I _ T/STL. +17'-0" I 2'-2" E.OD. 5 10-O" �o 1 1/2 22 GAGE TYPE W METAL ROOF DECK T/STL. +16-2" 4 5201 60K N) NI NI NI 56K H 46K W 18x40 W12.2.12) G= I'9 46K H NI NI NI 4 5201 � N I J/BRC. +1 I 1 I I J/�Kc�. + 14 -v i 1 1 1 24K � 3 2 11 3 PROVIDE L 3x3x1/4 FRAME 5203J I I AT ROOF DRAINS. (TYPICAL) J/BRC. +15-5 13 5201 I I 2-2" E.0D. 5 SPA. @ 5'-4 13/ 16" = 27'-0" 4'-O" 7 SPA. @ 4'-10 5/16" = 34'-0" n,4 5 RD OD J/BRC. + 13'-5" OD RD O W12x19 W16x31 W14x22 W16x31 O W12x19 I I I I- J/BRC. +15-2" J/BR(V. N IOK 200/125 —45 2 2 5203 X 5203 O W14x22 O 14x22 O 1^11412O J/BRC. +14-0" J/BRC. +14-0" J BRC. +14-0" °��• 1 1 1/2" 22 GAGE 6203 I I RROOF DECK I 6203 I 1 I i mol 5 5201 T/STL.— +14'-2 1/2" i W12x19 3 3 KI 4 O LU ao b in O U _0 ;o A 0 cn Nib T/STL. +16-2" N _ in B� _ G 7 -. I C b - - - 2 X16 �' 5201 I LIM H _ 1 1/2" 22 GAGE 13 Q "B" � b TYPE METAL 5201 O, q 10 ROOF DECK W O, 5201 , _ U T/STL. + 17'-0" c0 RD OD L4 I b o W8x 10 bi O LU (V g l5201 9 CO m 5201 3 i W12x19 3 3 KI 4 O LU ao b in O U _0 ;o A 0 cn Nib T/STL. +16-2" N _ in B� _ G 7 -. i b` 5201 b - L O aQ 0 3 4- Lo =3 X16 �' W 12x 14 LIM H _ � b 0 o. U , - N b - Q - 3 O b W12xi4 b o T bi - LU (V g l5201 9 CO m 5201 3 10 3/4" Z E.O.S. co 8 J� 5201 BRACE 56 ' I I ,i WI2x26 O q �Q 0 J/BRG. +14'-0" Z Fn z zWZ i W12x19 3 3 KI 4 O LU ao b in O U _0 ;o A 0 cn Nib T/STL. +16-2" N _ in B� _ G � LT/STL. + 17 1;13 V_ 8" E.O.S. � T/STL. +17'-O" y 0` N N S201 W 18x35 SC28) 33K J/BRC. +141-011 Iq I I ROOFING CONTRACTOR TO PROVIDE 2 TAPERED INSULATION IN THIS [OK 475/350 AREA SEE ARCH. S203 W 14x22 W 12x 19 _ J/BRC. +14-0" J/BRC. + 13'- I I" 5203 I I .OD. I 8" E.OD. 1 , 8" E.OD. I 8" E.O.D. 6-8 1/8" 5'-0 I/2' 4 -II I/2" 5'-0 1/2" 14 -II 3'-8 1/4" 5'-O" 2 SPA. @ 5'-O" 5 SPA. @ 5'-0" = 25'-O" 3 SPA. @ 4'-1 114' 5 SPA. @ 4'-1 I 114' = 24'-8 114 2 SPA. 4 SPA. @ 5'-0" @ 32-7 1/2' 30'-O 3/4, I 19'-4 1/4" 24'-11 1/2" 21'-O" 14-0"1 12-3 3/4" 21'-O" I 10'-O" I 20'-0" L -L4-8 1/4" 192'-O" 7.1 8 9 1 0. 1 (10-3 105 clo).9 12 o� N I I r i b` r b - L O aQ 0 3 4- Lo =3 r LIM i � _ ao b 0 G.4 Gio5 Gb , - - 0. � m b o T bi - (V m CO ui Q Q Z - co J� G.9 O O V -LL Q Z O q �Q 0 Z Fn z zWZ ,.L- Q � — A m � = O — � CD 0 D wU a — Q�0 H Z p Fw- 0 } m Z 2' O ui 12 � 75,5201 O m i 0 cD OC..) U> O' o CERTIFIED BY: r'' � •tee .� \\a � � F g yam\ �4 O Abi NORTH: z O a U LU LU 0 cn� •� fV in _ 1 _ ,io b D.9 � LT/STL. + 17 1;13 V_ 8" E.O.S. � T/STL. +17'-O" y 0` N N S201 W 18x35 SC28) 33K J/BRC. +141-011 Iq I I ROOFING CONTRACTOR TO PROVIDE 2 TAPERED INSULATION IN THIS [OK 475/350 AREA SEE ARCH. S203 W 14x22 W 12x 19 _ J/BRC. +14-0" J/BRC. + 13'- I I" 5203 I I .OD. I 8" E.OD. 1 , 8" E.OD. I 8" E.O.D. 6-8 1/8" 5'-0 I/2' 4 -II I/2" 5'-0 1/2" 14 -II 3'-8 1/4" 5'-O" 2 SPA. @ 5'-O" 5 SPA. @ 5'-0" = 25'-O" 3 SPA. @ 4'-1 114' 5 SPA. @ 4'-1 I 114' = 24'-8 114 2 SPA. 4 SPA. @ 5'-0" @ 32-7 1/2' 30'-O 3/4, I 19'-4 1/4" 24'-11 1/2" 21'-O" 14-0"1 12-3 3/4" 21'-O" I 10'-O" I 20'-0" L -L4-8 1/4" 192'-O" 7.1 8 9 1 0. 1 (10-3 105 clo).9 12 cl O U a0 O w b a0 in . 4 O ui SECOND FLOORto FRAM I G PLAN SCALE: 1/8" - 1'-0" NOTES: 1. TOP OF SLAB ELEVATION - + 15'-0". 2. TOP OF STEEL (T/5) ELEVATION - +14'-6 1/2" U.N.O. 3. JOIST BEARING LVB) ELEVATION - PER PLAN U.N.O. 8" E.O.D. INSTALL BRIDGING IN ACCORDANCE WITH S.J.I. SPECIFICATIONS. i Fr -5. VALUES NOTED AT BEAM ENDS ARE MAXIMUM ULTIMATE (FACTORED) REACTIONS. q�_O" MINIMUM DESIGN REACTION - 25 KIPS IF NO VALUE IS SHOWN. 6. SEE SHEET FIOI FOR COLUMN SIZES. 7. —• INDICATES MOMENT CONNECTION. 15) (14 E L J L X n 0 o� N I I rn rn cu a m � M Q C) 0 N � c0 o cn � Z U L O aQ 0 3 4- Lo =3 r LIM i � Zob ao in 0 Group O �t 0. O T bi - (V diU ui Q Q Z co cl O U a0 O w b a0 in . 4 O ui SECOND FLOORto FRAM I G PLAN SCALE: 1/8" - 1'-0" NOTES: 1. TOP OF SLAB ELEVATION - + 15'-0". 2. TOP OF STEEL (T/5) ELEVATION - +14'-6 1/2" U.N.O. 3. JOIST BEARING LVB) ELEVATION - PER PLAN U.N.O. 8" E.O.D. INSTALL BRIDGING IN ACCORDANCE WITH S.J.I. SPECIFICATIONS. i Fr -5. VALUES NOTED AT BEAM ENDS ARE MAXIMUM ULTIMATE (FACTORED) REACTIONS. q�_O" MINIMUM DESIGN REACTION - 25 KIPS IF NO VALUE IS SHOWN. 6. SEE SHEET FIOI FOR COLUMN SIZES. 7. —• INDICATES MOMENT CONNECTION. 15) (14 E L J L X n 0 o� N I I rn rn cu a m � M Q C) 0 N � c0 o cn � Z U L O aQ 0 3 4- Lo =3 LIM S n e 0 Group O 0. O ui Q Z J� O O V -LL Q Z O q �Q 0 Z Fn z zWZ ,.L- Q � — A m � w �' 2�w O — � CD 0 O (n �Z�MQ wU a — Q�0 H Z p Fw- 0 } m Z 2' O ui m Y W Q O o m o co 0 cD OC..) U> O' o CERTIFIED BY: r'' � •tee .� \\a � � F g yam\ �4 NORTH: z O a U LU LU 0 cn� af0 LU am w w SHEET NO. S'R M�IN6 W co N 111 co b in I 8" E.O.S. -, 2 1a -O" 101-a' 2 SPA.2 SPA 5'-O" t 5'-0 8" E.O.S.�I 8" E.0 4) (5 21'-0" 20`-0" O" 94-85/8- 0 5'-8" I 6 SPA. 0 5-9 3/8" I 5202 246 4N 123K/7.8K I I I PI 2x 19 I 30K I W/ I I I �3S 30K 6 6.4 6.5 6b 6.8 7 7b 192'-a' 26'-O" 33'-7 3/8" 3 SPA. 0 5'-1 5/16. 3 SPA. 0 6'-1 1/411 I/8" E.O.S. I'-3 5/8" I I I i 5202 W8x I O 0w W8x 1010 = 33K A W21x44 37K �,;wj5wj 16-0' 20'-a' 21'-a' 32-4 3/8" 29'-4 1/4" 5 SPA. 0 6'-5 11/16" 5 SPA. 0 5'-10 7/16" 2" NORMAL WEIGHT CONCRETE ON 2" VLI 22 GAGE METAL DECK. (4" OVERALL SLAB THICKNESS) 1 REINFORCE SLAB 5202 W/6x6 - WI.4xWIA W.W.F. 1\ 12 1a -a' 1a -a' 14'-11 1/2" W12x14 2 SPA I 5'-a' 8" E.O.S. I 0 5'-0 8" E.O.S. 3 3 - - 24LH 984/648 - 2 - - - 0io w - a� c 3 5202 W18x35 b` " 10 3/4 3 6N 19 113k m O c U 32VG 5N 17 9k/10.3k .� �o N �Q 3 m 5202 ills IgO W 3 I n E.O.S. 5202 .r E.O.S. O , 3 '�' Z � � E g� 2OLH 862/567 3 r5l aU 5202 (4 6 6.4 6.5 6b 6.8 7 7b 192'-a' 26'-O" 33'-7 3/8" 3 SPA. 0 5'-1 5/16. 3 SPA. 0 6'-1 1/411 I/8" E.O.S. I'-3 5/8" I I I i 5202 W8x I O 0w W8x 1010 = 33K A W21x44 37K �,;wj5wj 16-0' 20'-a' 21'-a' 32-4 3/8" 29'-4 1/4" 5 SPA. 0 6'-5 11/16" 5 SPA. 0 5'-10 7/16" 2" NORMAL WEIGHT CONCRETE ON 2" VLI 22 GAGE METAL DECK. (4" OVERALL SLAB THICKNESS) 1 REINFORCE SLAB 5202 W/6x6 - WI.4xWIA W.W.F. 1\ 12 1a -a' 1a -a' 14'-11 1/2" p 24G 3N 14.8K/9.8K I 246 4N 14 8K/9.8K 246 4N 12bK/8 IK 1 324 2 SPA. 2 SPA I 5'-a' 8" E.O.S. I 0 5'-0 8" E.O.S. p 24G 3N 14.8K/9.8K I 246 4N 14 8K/9.8K 246 4N 12bK/8 IK 1 324 I 0` - c� 2 3 5202 � 5202 P41 1%1 3m Q V N I I 3 3 - - 24LH 984/648 - - - - - 0io w - a� c 3 W18x35 " 10 3/4 3 6N 19 113k m O c U 32VG 5N 17 9k/10.3k .� �o I 0` - c� 2 3 5202 15 A H--- -- -- -- -- H -- -- -- -- -- H co I r 18LH 984/648 - I C.4 P24 O 1 C4 G.5 3`6�'6K/I 5202 W m b Cb 0.7K - 32VG 5N 21.OK/ 13.8K - - H 29VG 3N 15.9K/8.8K H D -- -- -- WI2xl4 b di I 2 Lu - b O 3 5202 i W c � i b W12x14 g - 24LH 984/648 20LH 893/588 LLA 3 b 5 � 5202 P41 1%1 3m Q V N I I 3 3 - - - - - - - - 0io w - a� c 3 W18x35 15 A H--- -- -- -- -- H -- -- -- -- -- H co I r 18LH 984/648 - I C.4 P24 O 1 C4 G.5 3`6�'6K/I 5202 W m b Cb 0.7K - 32VG 5N 21.OK/ 13.8K - - H 29VG 3N 15.9K/8.8K H D -- -- -- WI2xl4 b di I 2 Lu - b O 3 5202 i W c � i b W12x14 g - 24LH 984/648 20LH 893/588 LLA 3 b 5 2 s2o2 I5' -O" 1a -o" la -O" 2 I - 246 5N 10. 6 5K I 5202 4)(5 b CO in 32G 5N I I .IK/6.8K — I 3�6 5N I I IK/6.9K W I I-- - -- -- -- - 5202 I 5202 3 SPA. 0 6'-1 1/4" Ia-a' 2r -a' 192'-O" 7.1 THIRD FLOOR FRAM ING ALAN /648 s 4N II_7K .7K ' 246 —T -- 5N 11.7K/7.7K _ I S202 5'-0 I/2" 4' -II I/2" V-0 1/2' 14'-11 5 SPA. ! 5'-10 7/16" 4'-11 I/7 2 I I I I I e 19'-4 1/4" 24'-11 1/2" 21'-0" 3'-8 1/4" (c) 10.1 103 105 (10-9 NOTES: I. TOP OF SLAB ELEVATION = +30'-a'. 2. TOP OF STEEL. (T/S) ELEVATION = +29'-8" U.N.O. 3. JOIST BEARING WB) ELEVATION = +29'-3" U.N.O. 4. INSTALL BRIDGING IN ACCORDANCE WITH S.J.I. SPECIFICATIONS. 5. VALUES NOTED AT BEAM ENDS ARE MAXIMUM ULTIMATE (FACTORED) REACTIONS. MINIMUM DESIGN REACTION = 25 KIPS IF NO VALUE IS SHOWN. 6. SEE SHEET FIOI FOR COLUMN SIZES. 12 lw3 F � 5202 P41 1%1 3m Q V N I I lo' ' I rn rn - - - - - - - - 0io w - c > a o N " 10 3/4 3 3 Z m O c U .� .� �o N �Q 3 m 5202 M C � IgO Lot-- =-a3 3 E.O.S. 5202 .r In W , 3 '�' Z � � E J� 5202 (4 �QZ o o3s o Z ZW O < 0�Z L� L- Q�J a - W 0 E cc �G z icy Q w F - Q�U 0 Lu Lu OLu U tq Q m O �w m w U =Q Z C> m o O o co Q 0 cc 0 U 110> CERTIFIED BY: BRAGE BI e� m _ BRAGS B6 W 12x26 I — _ _ 32VG 5N 182K/105K _ _ — H 57K W2.4x62 61K 60K W24x68 83K H 32VG 5N 21.2K/ 11.8K H 32VG 5N 23.2K/ 15.3K H 29VG 3N 19.8K/ 13.OK I W 12x26 2 s2o2 I5' -O" 1a -o" la -O" 2 I - 246 5N 10. 6 5K I 5202 4)(5 b CO in 32G 5N I I .IK/6.8K — I 3�6 5N I I IK/6.9K W I I-- - -- -- -- - 5202 I 5202 3 SPA. 0 6'-1 1/4" Ia-a' 2r -a' 192'-O" 7.1 THIRD FLOOR FRAM ING ALAN /648 s 4N II_7K .7K ' 246 —T -- 5N 11.7K/7.7K _ I S202 5'-0 I/2" 4' -II I/2" V-0 1/2' 14'-11 5 SPA. ! 5'-10 7/16" 4'-11 I/7 2 I I I I I e 19'-4 1/4" 24'-11 1/2" 21'-0" 3'-8 1/4" (c) 10.1 103 105 (10-9 NOTES: I. TOP OF SLAB ELEVATION = +30'-a'. 2. TOP OF STEEL. (T/S) ELEVATION = +29'-8" U.N.O. 3. JOIST BEARING WB) ELEVATION = +29'-3" U.N.O. 4. INSTALL BRIDGING IN ACCORDANCE WITH S.J.I. SPECIFICATIONS. 5. VALUES NOTED AT BEAM ENDS ARE MAXIMUM ULTIMATE (FACTORED) REACTIONS. MINIMUM DESIGN REACTION = 25 KIPS IF NO VALUE IS SHOWN. 6. SEE SHEET FIOI FOR COLUMN SIZES. 12 lw3 F NORTH: z O n Ff U co w 0 SHEET NO. S102 THIRD F1r0�OR PR�MIIN6 P1.�W co N I I O rn rn I I 2 M M c > a o N 5 E O Z c U r N �Q O �� M C � IgO Lot-- =-a3 ZQ NORTH: z O n Ff U co w 0 SHEET NO. S102 THIRD F1r0�OR PR�MIIN6 P1.�W co O O OL ZQ Z � � J� �QZ o o Z ZW O < 0�Z L� L- Q�J a :�(nW W 0 E cc �G z icy Q w F - Q�U 0 Lu Lu OLu U tq Q m O �w m w U =Q Z C> m o O o co Q 0 cc 0 U 110> CERTIFIED BY: e� _ NORTH: z O n Ff U co w 0 SHEET NO. S102 THIRD F1r0�OR PR�MIIN6 P1.�W G E b COLUMN LINE E E F 2 5203 2 • • ENEV072no 3 I 1 2 SPA. 2 SPA. 8" EDD. 8" E.O.D. I F I 5203 246 4N 4) (5 6.6) (6.8) ( 7 192'-O" -0" 26-0" 28'-O" 16-O" 94-8 8.7) ( 9 r 12 15 14-11 1/2" 1 10'-0" 4 SPA. 0 5-0" 2 SPA. ! 3 SPA. @ 5'-I 3/16" 5 SPA. 0 6-7 1/4" 4 SPA. 0 5-8 1/16" 5 SPA. ! 5'-10 7/16" 4-11 1/2' 2 SPA. I 2 SPA. 5-4 3 16 8" E.O.D. 8" E.O.D.- F70 E.O.D. i 1 1/2!' 22 GAGE I I I I I I TYPE IV METAL ROOF DECK I 5203 I O I IK I 246 4N 3.OK/1.91C I -- 2467 5N 3bK/23K O` w g2p3 W14x22 = 246 4N 3.6K/23K I 246 4N 3.6K/23K I — - - 2467 5N 53K/2.11c 3 2 5203 W12x19 J/BR d� ------ K_ l+45'-2hd_ ------- ' J* 'B 5 -----G IJ/BRG. +,451-211 2467 5N 6_OK/3.7K W12x19 - �1 50K O O 1 J/BRG. I 4 +44-8" W 14x22 II C4 I c� W 16K 227/142 1 3 3 WI 4x22 3 3 3 3 < ;1 lo BRAGS BI J/BR(5. ; =� W&IO W12x19 +45'-2" W24x62i 32K L-----"}----------- J/BRG. +45'-2" TS 6x6x I/ STUB COL1 4 *_7 5203 x26 Jit _ � b w � o CA--- b - Ci in Q m b s�neWIN c b I Grua iv I O 3 I OK C5522K �D 3 _ Lij C53 GB b 22K 235 147 J/BRG. J2 I U) U 0 QzQ U- O<Q < Z W 12x l4 —WZ Z) Q�— LL_o W 2 O v�Of o Jo �Z�MQ o LU J Z W m O m o w U W LU Z N 9 cin Q C3 +45'-6" uj ca 0 U j O o CERTIFIED BY: '. NORTH: Z 0 a 7 U U Lu 0 �Z TS 6x6;1/4 5203 TS 6x6x 1/4 cl,� w� N N am STUB COL STUB FOL Lu Q N � 11- 7-8 -10" RD J/BRG. +45'-4" SHEET N0. I' -II' � � -------------====-W24x76-----__-_______-------- ----------- 43K ----_---__=-====W21x44 =_ -- ___ __-_ -____ -- 28V6 5N 5.9K/3.7K W16x26 3 J/BRG.=+44'-8' 57K 30K J/BRG.=+44'-8' ■.� 30K II II' -9 1 4"6'-81/4" i J/BRG.+44'-W8;10 14V 3J - +WaxlO 3 3 3 c c Tp ��; 1 �� I I i 12K 235/147 WaxlO X10 W8x10 3 3 is i x' 2 5203 i` •��z-- . ,..::�.�_. _.may' I 1 J/BRG. WIOxl2 BRAGS B3 r. ..I � / � : `1 ; �• ` ` "` ' � 3 1 1 _ r: I �..:' ' :.� I : ' I i +45'-2" co W8x 10 Wax 10 I 1 4 5 RTU - +45' -2" _ x44 5 ; >� 5203 5203 v X 3x I O - 1-48;10 Wax 10- Wax I O Wa; I O :z 3 `rm - _'4 28VG 5N 7.4K/4.7K H WIax35 60K � lU � � 3 (� J/BRG. I -r— - - - - - - - - - J/BRG. J/BRG. _ v in +44'-8" I +45'-2" +45-4" 3 (Y 5203 1 I II I O I W 18x35 x l II � 2" NORMAL WEIGHT CONCRETE x m ON ROOF DECK (TYP. 0 RTU's) INFILL BETWEEN RTU CURBS 3 3 3 3; 1 <16 W8x10 WaxlO m3 W 14x22 30K 235/147 ;G. J/BRG. —411 I +45'-4"RTU_4 I .1 \ io W8;10 Wax IO n II 8' -III 3'-2" 2 -3 7i 8 N I 30K 34K y,0 55 3 K 30K I x.4,4 36K 1 M 18K 227/142 18K C531 18K IC53 3 2 5203 326 7N 2.7K/ I.9 I 2,46-5N 3._ 1.9K _ _ _ — I I I in 246 6N 32K/22K _ _ _ _ I _ _ 246 6N 3.OK/1.9K 5203 5203) A 5203 3 SPA. 0 5-8" 4)(5 7 SPA. 0 5'-5 E.OD. 6 SPA. @ 5-5 114' I I 321-71/2" 192'—C' . 7.1 5-0 I/2" 4-11 I/2' 5-0 1/2' 14' -II 6 SPA. 0 5-0 1/ 5 SPA. 0'5-10 7/16" 4-11 I/2' 2 I I I i I I I I 19'-4 1/4" 24-11 1/2!1 4-0" 12-3 3/4" 21'-O" 10'-O" 20-0" 8 9 1 ..1 103 105 10.9 ROOF FRAMI N6 PLAN SCALE: 1/8" - 1'-0" NOTES: I. JOIST BEARING ELEVATION (J/B) = +45'-8" U.N.O. 2. INSTALL BRIDGING IN ACCORDANCE WITH S.J.I. SPECIFICATIONS. 3. VALUES NOTED AT BEAM AND J015T 61 RDM ENDS ARE MAXIMUM ULTIMATE (FACTORED) REACTIONS. MINIMUM DESIGN REACTION = 25 KIPS IF NO VALUE IS SHOWN. 4. IN ADDITION TO LOADS INDICATED, DESIGN JOISTS FOR WIND UPLIFT SHOWN IN DIAGRAM -SHEET 5204. 5. COORDINATE FINAL RTU LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF STEEL. I. SEE SHIFT FIOI FOR COLUMN SIZES. 0 12 i� BRAGE 56 W12x19 2 5203 8" E.O.D. 2 SPA. 4 O lu ip Jit _ � b w � o CA--- b - Ci in Q m b s�neWIN c b I Grua iv O _c5 I O �D _ Lij GB b 1 in J2 U) U 0 QzQ U- O<Q < Z G ' ■I E F L X CL O c0 N � I ci O � b w � o 'a o aQ '0 - m b s�neWIN c b I Grua iv G ' ■I E F L X CL O c0 N � I > e� 0 N coo n O :3 Z U 'a o aQ M 0 3 Rd- (A s 3 SMIn u0na s�neWIN Grua O O Lij Q Z F- W J2 U) U 0 QzQ U- O<Q < Z ZWD —WZ Z) Q�— LL_o W 2 O v�Of o Jo �Z�MQ o LU J Z W m O m o w U W LU Z N 9 cin Q C3 M. co uj ca 0 U j O o CERTIFIED BY: '. NORTH: Z 0 a U U Lu 0 �Z cl,� w� am Lu Q N � w SHEET N0. 8M hIM 15-3 PA 4" 3/^ ROD X -BRACE 9'-8 TS I Ox 1 Ox3/8 T/TUBE-+59'-O" TS IOx 1 Ox3/8 T/TUBE-+51'-0" -L---------------------------------------- __ _______ ' TS I Ox 1 Ox3/8 T/TUBE-+59'-O" ----1---------------------------- ------------------------------------------ 1"1 ------------y----------------------------- ---------------------------------------------------�I TS I Ox 1 Ox3/8 T/TUBE=+59'-O" TS IOx 1 Ox3/8 T/TUBE-+59'-0" bb li bb TS I Ox 1 Ox3/8 T/TUBE-+51'-O" AMMM TS IOx 1 Ox3/8 T/TUBE-+51'-0" TS I Ox 1 Ox3/8 T/TUBE-+51'-O" _I I WUHAN i' F 'ruU co ii N 11 b I I I I I N O II I I I I I I LL- Lu Q to z � ~_ W J2 U) 50 �- LLaz 0 o Z ZWo I m Q�J 11.1 2 U) W 0O Q �U) II a U cy� MQ w F- z o H o z mLU Lo Lo m w Y w II U cn cA Q ch D co OU _ U> d CERTIFIED BY i i bb NORTH: z 0 bb Inni in + + ' I I N N N I I I II II �co H coco I of LU am II d II 0 M CO I TS 1 Ox 1 Ox3/8 T/TUBE-+51'-O" 7 W d' TS IOx 1 Ox3/8 T/TUBE=+51'-O" TS 1 Ox 1 Ox3/8 T/TUBE =+51'-O" II TS I Ox I Ox3/8 T/TUBE-+59'-O" TS I Ox 10x3/8 T/TUBE=+59'-O" TS I Ox 10x3/8 T/TUBE=+59'-O" ' '-_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_- -_-_-_-_-_-_-_- --_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- -_-_m_ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - --_-_-_-_-_-_-_-_-_-_-_-_-_-_-_�_ _-_-_-_-_-_-_-_-_-_-_-_-_-_- _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ ------------------------------------------------0------------------------------------------------------------------------------------J -------------------- b TS 10x10x3/8 T/Tl�E=+59'-O'' TS IGAIW18 T/ 1W =+51'-0" .` L N 3/^ ROD X -BRACE N clo ,I TS IOXI0x3/8 TnU3&+59'-c ' I SCREENNALL/PARAPET PERMING PLAN, NOTES: 1 io 0 1 C4 b T - Lx CL Po C) d c0 O N I I L0 Ln rn rn 7 M M c > �' 0 cn N co O ai {44J11 7 Z U L � h O O OQ o r7 aU) � CoN O 3 Lr)� (/] 3 AMMM 2 rn WUHAN Spine 'ruU co O O LL- Lu Q to z � ~_ W J2 U) 50 �- LLaz 0 o Z ZWo q Z Q m Q�J 11.1 2 U) W 0O Q �U) LU a U cy� MQ w F- z o H o z mLU Lo Lo m w Y w O o Q m o U cn cA Q ch D co OU _ U> d CERTIFIED BY i i NORTH: z 0 U co W D H U of LU am LU � o N CO 0 M CO 7 W d' SHEET NO. S104 " SEE PLAN I TOP OF SLAB EL. PER PLAN TOP OF BEAM EL. PER PLAN POUR STOP GAGE PER DECK MANUFACTURER'S REQUIREMENTS. 4' BEAM PER PLAN SECT I ON i SCALE: 3/4" - I' -O" �7LV L 2 1/2x2 1/20/16 CONT. TOP OF SLAB EL. PER PLAN TOP OF BEAM `r EL. PER PLAN OIL TOP OFBEAM EL. PER PLAN C`1r� BENT PLATE 3/16"x5 I/2"xPLAN DIM - I" CONT. 3/16 V 2 0 12 I—BEAM PER PLAN SECTION e SCALE: 3,4. l4\woll J I TOP OF BEAM EL. PER PLAN BENT PLATE 3/16"x4"xPLAN DIM 13116V 2 0 12 I ROOF DECK PER PLAN SEGTIONR�� SCALE: 3/,e . V-01ssoi TOP OF SLAB EL. PER PLAN OL TOP OF BEAM EL. PER PLAN SEE PLAN r POUR STOP AND CLOSURE, GAGE PER DECK MANUFACTURER'S m REQUIREMENTS. w i Z SEIGTIONa�� SCALE: 3/4" - I' -O" ) 3/ 16 V 2 0 12 I I TOP OF SLAB EL. PER PLAN �- TOP OF BEAM EL. PER PLAN BENT PLATE 3/16"x5 1/27xPLAN DIM - In DONT (BENT PLATE 3/6'2 ELEV. SILL) SECTION Fi` SCALE. 3,4. -01 szoi SEGTIONR�� L 3P&1/4" CONT. TOP OF BEAM EL. PER PLAN BEAM PER PLAN D 3/16/ 2 ! 12 I OL TOP OF BEAM EL. PER PLAN TOP OF SLAB EL. PER PLAN OL TOP OF BEAM EL. PER PLAN :)IM - I" CONT. SECT I ON 3 SCALE: 3/4" - I' -O" CJ I 3/16 V 2 012 TOP OF SLAB EL. PER PLAN ----------- ------ TOP OF BEAM EL. PER PLAN BENT PLATE 3/16"x5 1/2'xPLAN DIM - I" CONT. (SENT PLATE 3/8" 0 ELEV. SILL) SECTION ri- yam. �\s201 L 7x4x3/8" BEAM PER PLAN SEGTIONR�� SCALE: 3/4" = I' -O" Q7nl BENT PLATE 3/16"x5 1/2"xPLAN DIM - I" CONT. TOP OF SLAB EL. PER PLAN TOP OF BEAM 3/16 EL. PER PLAN r -x JOIST BRC. EL. PER PLAN 1/81/ 2 SEE PLAN 3/161/2012 3/I6V 2 0 12 A e G a �, L 2 1/2x2 1/2x3/16 CONT. L 5x5x5/16 CONT. SEIGTIONE4%�!�,,E �, . V-01�ssoi PLATE 1/4"x5 1/2" POUR SLAB IN HATCHED AREA AFTER STAIRS ARE ERECTED. 3/16 2018 FIN. FLR. EL. PER PLAN STIFF PLATE 1/4" 0 STAIR CONNECTION STAIR - PER ARCH. - SECTION is SECTION Eq�� 5201 TOP OF BEAM EL. PER PLAN TOP OF BEAT EL. PER PLAT BENT PLATE 3/16"x4"xPLAh 3/16 V 2 ! 12 / 3/ 16 V 2 0 12 TOP OF SLAB EL. PER PLAN a a c -°=------- ---- TOP OF BEAM ------------------ EL. PER PLAN — L 3x3x1/4 CONT. — BENT PLATE 3/16"x5 1/2"xPLAN DIM - I" CONT. SECT I ON s SCALE: 3/4" - I' -O" SEE PLAN BASE PLATE I I 3/8"x6 I /2"x I O" 2-5/6'*x4' LONG SLEEVE ANCHORS 3/16 2 ! 12 T/SLAB EL. PER PLAN ° TOP OF BEAM EL. PER PLAN F17-11 L 6x4x5/16"xI'-O" WITH OVERSIZE HOLES Typ'3 16 FIRST FLOOR EL. PER PLAN 2-3/8" mx4" LONG SLEEVE ANCHORS SEIGTIONR�� SCALE: 31,e V -OP WDI 114 _ 2-3/4"m A325 BOLTS, SNUG THIGHT PLATE 3/8"x8"x I' -O" WITH 2" VERT. SLOTTED HOLE I I TS 4x3x3/ 16 ELEVATOR RAIL SUPPORT TUBES I I I I I BASE PLATE 3/8"x6 1/2"x 10" 1 3 14" I I I I ° 4 ' a SEE POLMATION DRAWINGS ° FOR FOLNDATION INFORMATION 4 ° ° ee . TYP I GAL ELEVATOR RAI L SUPPORT TUBES SCALE: 3/4" = I' -O" NOTE: COORDINATE LOCATIONS WITH ELEVATOR SUPPLIER. O O W a Z �w J2 U)50 Q 0 LLQZ � z z Z zwZ o—mu)J v W w 00- o rVt1U� w Z icy Q %S) a <V CU r o m O O W a Z �w J2 U)50 Q 0 LLQZ � z z Z zwZ o—mu)J v W w 00- o rVt1U� w Z icy Q %S) a <V CU NORTH: Z O a U LU LU O w � n m SHEET NO S201 BifOlG1URAL DETIJlS o m m w i Z w O w UZ N Q u.l Q U> O' o coQ cc CU CERTIFIED BY: NORTH: Z O a U LU LU O w � n m SHEET NO S201 BifOlG1URAL DETIJlS SEE ARCH. SEE PLAN I/4" JST BEARING, EL. PER PLAN L 4x4x1/4" CONT. JOIST GIRDER PER PLAN 3/16 1/81/2 SEGTIONEF�� ,GALE: 3/4' - I' -O" 520 iE 3/8"xb'x0'-6" EACH SIDE WELD TO COLUMN ,TOP OF TUBE EL. PER PLAN TUBE PER PLAN CANTILEVER BUILDING COLUMN THRU ROOF "o'- l - � �, EL. PER PLAN L 5x5x5/16 (TYPICAL SEAT ANGLE) ALL EXPOSED STEEL TO BE GALVANIZED OR PAINTED. SEGTIONR��,� 3,.. r_dsit 1/4 WF COLUMN 3/16 TOP OF BEAM EL. PER PLAN BEAM PER PLAN SEE ARCH. SEE PLAN SEGTIONE�� SCALE: 3/4" - I' -O' \5�20 STUB COLUMN PER PLAN 1/2" BASE PLATE STIP PLATE 3/8' ! COL. CENTERLINE SECTIONF-7"*-� ROOF TOP UNIT CURB BY OTHERS TOP OF BEAM f -L EL. PER PLAN BEAM PER PLAN 2" NW CONCRETE INFILL ON DECK BETWEEN UNIT CURBS SEGTI-ONE5%�� SCALE: 3/4' - 1'-0" 520 BY JOIST SUPPLIER SEGTIONR�� SCALE: 3/4' - I' -O' \mo JST BEARING, EL. PER PLAN 1/81/2 in 1/41/2 3/4" GAP PLATE TYP' I/4 9"I 3" 3/4"xAS KEW. STABILIZERM. SEGTIONE�� SCALE: 3/4" - 1'-0" �W�m IN �� ►^V 13/16"m HOLE. DO NOT WELD JOIST I i BOTTOM CHORD TO STABILIZER PLATE. 3/4" STABILIZER PLATE DO NOT WELD JOIST G,I RDER BOTTOM CHORD TO STABILIZER PLATE. 0 cn O O W Q Z � �_ W J� LU LU U) 5 0 o �zQ <Z (9 < Q Z z W p Z -WZ V w W op��� w 0CIL ZU)T-1 MQ F - CIO CERTIFIED BY: NORTH: z O F- d U U LU 0 w o 0 H CD CD m........., SHEET NO. S203 S'TIWYMN_ VETAILS m 0 m 0 LU LU F- 0 o w Z O Y U c O o Z N �! O o ccn Q cc OU U> CERTIFIED BY: NORTH: z O F- d U U LU 0 w o 0 H CD CD m........., SHEET NO. S203 S'TIWYMN_ VETAILS GENERAL STRUCTUR NOTES MISCELLANEOUS: DESIGN DATA: The structure and it several parts have been designed for the in-service loads only. The The building structure has been designed in accordance with methods, means, procedures, and sequences of construction are the responsibility of the the 2008 Indiana Building Code. Contractor. The Contractor shall take all necessary precautions to insure safe working Floor Loads conditions and maintain the integrity of the structure during all stages of construction. The adequacy of the design of temporary bracing, shoring, etc. is the contractor's responsibility. Second floor STRUCTURAL STEEL: * Live Load 80 psf(100 psf gymnasium and library) O z N * Dead Load 70 psf Structural steel detailing, fabrication, and erection shall conform to the AISC "Steel W Construction Manual", thirteenth edition with amendments, and the AISC "Code of Standard Second floor Practice for Steel Buildings". THIS SHEET O * Live Load 100 psf(unreduced in storage/refridgeration area and Structural tube steel shall conform to ASTM A 500, Grade B (Fy = 46 ksi). auditorium) PROVIDE GROSS *Dead Load 52 psf Structural steel rolled shapes, except plates, shall conform to ASTM A 572, Grade 50, unless otherwise noted. Unless otherwise noted, floor live loads have been reduced to the extent allowed by the applicable building code. Anchor bolts shall conform to ASTM F1554 Grade 36, unless otherwise noted. Roof Loads Erector shall maintain adequate temporary bracing in each direction until diaphragm and lateral BRIDGING PLATE a brace construction is completed. Main Roof Unless otherwise noted, bolted connections for structural steel members shall be made with * Dead Load 15 psf 3/4" diameter high strength bolts, conforming to ASTM A325. Except as noted, bolted * Live Load 25 psf connections shall be tightened to the snug tight condition. Bolted connections where used in * Ground Snow load 20 psf wind brace elements shall be tightened using the turn -of -nut method. Connections shall - Flat Roof Snow Load - 20 psf conform to the "Specification for Structural Joints Using ASTM A325 or A490 Bolts", approved - Snow Exposure Factor (Ce) - 1.0 by the Research Council on Structural Connections of the Engineering Foundation. - Snow Load importance Factor (Is) - 1.1 o - Thermal Factor(Ct) - 1.0 Welding procedures shall conform to the latest edition of the American Welding Society's "Structural Welding Code for Steel ANSI / AWS D1.1", "Reinforcing Steel ANSI / AWS D1.4", and Wind Design Data "Sheet Steel ASNI /AWS D1.3". ZZ * Basic Wind Speed(3 second gust) - 90 mph Splicing of structural steel members where not detailed on the contract documents is * Wind Load Importance Factor (1) - 1.15 prohibited without the prior approval of the Structural Engineer as to location, type of splice * Wind Exposure Category - B and connection to be made. IS IN EXCESS OF o Seismic Design Data Welded connections using ASTM A572 steel as a base metal shall be made with E70XX Low U, Lu Hydrogen electrodes. Unless otherwise shown or noted on the drawings, other welded * 0.2 sec. Spectral response factor (Sds) - 0.182 connections may be made with standard E70XX electrodes. * 1.0 sec. Spectral response factor (Sd1) - 0.080 a * Seismic site class - C Composite beam shear connectors (studs) shall be manufactured of cold -drawn steel * Seismic use group - III conforming to ASTM A108-81. Studs shall be 3/4" diameter x 4" long. * Seismic Load Importance Factor (1) - 1.25 * Basic structural and seismic resisting system -Bearing wall system/ Beams shall be cambered upward where shown on the contract documents. Where no upward Ordinary reinforced concrete shear walls camber is indicated, any mill camber shall be detailed upward in the beams. * Analysis Procedure - Equivalent lateral force procedure The Structural Steel Contractor shall prepare detailed working or shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy to the Structural Engineer for approval. These shop drawings will be reviewed for design concepts expressed in the contract documents only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. STEEL JOISTS: Steel bar joists shall be designed, fabricated, erected and braced in accordance with the latest Steel Joist Institute (SJI) specifications. Steel joists shall be designed using the Load and Resistance Factor design methodology. Steel joists are described on the plans as follows: DD K TL/LL where DD indicates the maximum allowable joist depth, K indicates the joist series, and TL/LL is the specified total load and live load(pounds per lineal foot) for which the joist provider must design the joist. Special loading diagrams may be provided for joists with unusual SEE PLAN SEE PLAN SEE PLAN FOR ADDITIONAL JOIST STUD FULL WELDED FRAME ON 61 RDERS REINFORCEMENT, SEE SCALE: NCS BEAR ANGLE ON JOIST JOIST PER PLAN "JOIST REINFORCING AT L TOP CHORDS. O z N (NPI GAL) ROOF TOP UNIT CURBS" W MEE PLAN FOR m 9 OR o C2Q THIS SHEET O ANGLE SIZE) CERTIFIED BY: PROVIDE GROSS V W BRIDGING PLATE a Ln i Q - i �W I.. - J a. EACH CORNER OF U) V� o LL Z z THE UNIT IF WEIGHT ZZ ZWO —WZ IS IN EXCESS OF o — 2ULUW U, Lu 0Z�M Q L� a 850 LBS. JOIST SUPPORT PER PLAN TYPICAL, fROOF OPEN I NC7. SCALE: NONE I' -O" STUDS a STUDS a _ _ STUDS a MAXIMUM 1320 O.G. MAXIMUM 32" O.G. MAXIMUM ]_32! O.G. MAXIMUM FIRST BEAM \- SECOND BEAM AISC DOUBLE ANGLE OR SHEAR TAB CONNECTION 7MMUL NOTES: 1) STUD QUANTITY NOTED THUS (14-10-14) SHALL BE SPACED AS FOLLOWS: A. FIRST NUMBER INDICATES QUANTITY OF STUDS BETWEEN END OF GIRDER ! FIRST BEAM. B. SECOND NUMBER INDICATES QUANTITY OF STUDS BETWEEN FIRST BEAM d SECOND BEAM. G. THIRD NUMBER I NDI GATES QUANTITY OF STUDS BETWEEN SECOND BEAM 8 END OF GIRDER. 2) THIS STUD PATTERN ONLY APPLIES TO GIRDERS SUPPORTING 2 BEAMS. GIRDERS SUPPORTING 3 OR MORE BEAMS SHALL HAVE STUDS EQUALLY SPACED ALONG LENGTH OF GIRDLE?. 3) MAXIMUM 2 STUDS PER RIB WHERE APPLICABLE. loadings. SHEAR STUD CONNECTORS ON 61 RDERS The live load deflection of floor joists shall be limited to span/360. SCALE: NCS o LU JW L Y U Ce O z N < cE The live load deflection of roof joists shall be limited to span/240. Where bearing depth, length and end anchorages for steel joists are not shown or noted, provide anchorages as required by the SJI specifications. Horizontal bridging and diagonal bridging for steel joists shall be located and designed as required by the SJI specifications. Bridging members shall be connected to the joist chords by welding or other mechanical means. The ends of bridging lines terminating at concrete block walls or steel beams shall be securely anchored thereto at top and bottom chords. Hangers and other supports for mechanical, electrical, or plumbing systems shall be located at the intersection of the chord and web members. Concentrated loads in excess of 200 pounds must be reviewed by the Structural Engineer. Where columns are not framed in at least two directions with steel beams, the joist at or nearest each column line shall be bolted to supporting members during erection. Primer paint for joists shall be gray unless otherwise directed by the Architect. STEEL JOIST GIRDERS: Steel joist girders shall be designed, fabricated, erected and braced in accordance with the latest Steel Joist Institute (SJI) specifications. Joist Girders shall be designed using the Load and Resistance Factor design methodology. Steel joists girders are described on the plans as follows: DD G XN TL/LL where DD indicates the maximum allowable girder depth, G indicates the girder type, X is the number of joist spaces, and TL/LL is the specified total load and live load(kips) for which the joist provider must design the joist girder. Special loading diagrams may be provided for girders with unusual loadings. The live load deflection of joist girders supporting floor members shall be limited to span/360. The live load deflection of joist girders supporting roof members shall be limited to span/240. Where bearing depth, length and end anchorages for joist girders are not shown or noted, provide anchorages as required by the SJI specifications. Stabilizer plates to laterally stabilize the girders during erection shall be provided and detailed on supporting columns by the structural steel supplier. Do not weld joist girder bottom chords to the stabilizer plates. Joist girder bottom chord bracing shall be provided and shown on the shop drawings where required. Primer paint for joist girders shall be gray unless otherwise directed by the Architect STEEL DECK: Provide and erect steel deck in accordance with the latest edition of the Steel Deck Institute's Specifications and Code of Standard Practice. Deck manufacturer shall provide all roof deck accessories, including closures, supplementary framing, and sump pans. Steel roof deck and accessories shall be galvanized, aluminized or shop painted with a rust inhibiting primer. Primer color shall be white unless noted otherwise. Roof deck which will be exposed to weather shall have one additional finish coat of rust inhibiting paint, field applied. Roof deck shall be attached to the structural steel in accordance with the details shown in the plans. Welding shall be performed in accordance with the latest edition of the American Welding Society's "Structural Welding Code - Sheet Steel ANSI / AWS D1.3". SEAT ie 1/2 (TYP) JOIST SEAT PROVIDE OPENING Composite steel floor deck supporting interior slabs shall be either shop painted with FOR DUCTWORK, phosphatized paint or hot -dip galvanized in accordance with ASTM A525, Class G 60. BAR JOIST BEAR a VERTICAL WEB tw NE Steel floor deck supporting exterior slabs shall be galvanized in accordance with the latest edition of ASTM A525, Class G 90. Deck manufacturer shall provide all floor deck accessories, such as edge forms, closures, fillers and pour stops for a complete installation, whether or not such items are detailed on the contract documents. Unless otherwise shown or noted, floor deck shall be attached to the structural steel in accordance with the Manufacturers recommendations. JOIST GIRDER SEAT 3/16 JO I %afto NO SCALE V67 JOIST GIRDER WEB CONFIGURATION, JOIST SEAT N ��1 �o JOIST GIRDER SEAT INTERIOR L FC Of O\ TC NUMBER OF STUDS NOTED ON FRAMING PLAN. (EQUALLY SPACED) F__<WELD EACH SIDE OF DECK LAPS TYPICAL ROOF DRAIN SUPPORT SCALE: NONE I' -O" MAXIMUM 18 GAGE GIRDER FILLER TO BE A MAXIMUM OF 12" WIDE WELD a 24" O.G. SHEAR STUD CONNECTORS ON BEAMS SCALE: NONE STIFFENER ie 3/8" i JOIST BEARING EL. PER PLAN T GIRDER SEATS 3/ 16 TYP' COLUMN PER PLAN STIFFENER fE 5/8" NOTES: 1) 1 1/2" TYPE "B" WIDE RIB, 22 GAGE METAL ROOF DECK - MINIMUM THREE SPAN CONDITION. 2) WELD THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 3) END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. QT-�g Qd` TYPICAL ROOF SCALE: NONE 41O �Qll �s 5/Po 'b�&N P JOIST SEAT 3/16 SEAT f. 1/2 (TYP) 5" =RDINATE HOLE _OCATIONS W/JOIST SUPPLIER JOIST GIRDER SEAT JOIST SEAT SEAT IE 1/2 (TYP) STIP - fe 3/8" i7 it TOP OF BEAM EL. PER PLAN IE 3/8" FLANGE TO FLANGE FOR ROOF FLASHING TYPICAL WIDE FLANC-7 THRU ROOF DETAIL 5" 3/16 _! JOIST GIRDER SEAT T e JOIST C71 LIFT DIA6RAM SCALE: NOW \ NOTE: I. LOADS INDICATED REPRESENT NET UPLIFT VALUES. THE DEAD LOAD OF THE STRUCTURE HAS BEEN SUBTRACTED. JOIST BEARING EL. PER PLAN SEAT FE 1/2 (TYP) COLUMN PER PLAN STIFFENER ie 5/8" aw N LO LO 8� Q 0 N O U L � N a M cN Lo .ftp 0 3 C) N � 3 NORTH: n^4& z O a U Cn W 0 SHEET NO S204 BiE0JG11JFtAL �All5 O m Ell 2 m NORTH: n^4& z O a U Cn W 0 SHEET NO S204 BiE0JG11JFtAL �All5 O m o 2 m o LU JW L Y U Ce O z N < cE Q W 2 Q m 9 OR o C2Q co O U > CERTIFIED BY: V W Z Ln Z Q - ;r_ �W I.. - J a. U) V� o LL Z z ZZ ZWO —WZ o — 2ULUW U, Lu 0Z�M Q L� a NORTH: n^4& z O a U Cn W 0 SHEET NO S204 BiE0JG11JFtAL �All5 m o m o LU JW O Y U Ce O z N < cE Q W 2 Q m 9 OR o C2Q co DU U > CERTIFIED BY: NORTH: n^4& z O a U Cn W 0 SHEET NO S204 BiE0JG11JFtAL �All5 BRACE B I 5C,ALE: NONE BRAGS B2, I? LENGTH MUST BE LESS THAN DEPTH OF BRACE MEMBER II II II II II II II TUBE PER ELEVATION '� ,'� TUBE PER ELEVATION (SLOT TUBE AT GUSSET) �/r ,�' (SLOT TUBE AT GUSSET) II I ERECTION BOLT OR PIN F.S. I; 1/2" PLATE i (TYP) II I AWL N.5, F.S. I/2" PLATE (TYP) ERECTION BOLT 3 BOLT MINIM W.P. W.P. OR PIN SECTION i SCALE: 3/4" = I'-D"I SECT I ON E21�� SCALE: 3/4" = I'-O"I NOTES: I. FORCES SHOWN ARE DESIGN ULTIMATE LOADS. 2. CONNECTIONS SHALL BE DESIGNED FOR FORCE INDICATED ON ELEVATION. S. ALL CONNECTIONS SHALL BE "SLIP -CRITICAL" CONNECTIONS. 4. EACH MEMBER'S CONNECTION SHALL BE SYMMETRIC ABOUT THE CENTER OF GRAVITY OF THAT MEMBER. BRAGS B3 5 5 CALE: NONE SECT I ON 3 SCALE: 3/4" - I' -O" -; COLUMN PER PLAN 5/16 In N.S., F.S. (TYP) TUBE PER ELEVATION (SLOT TUBE AT GUSSET) I.S., F.S. E BOLT fEASE PLATE II 1 /4" Ix Wx ll' -6" (W I Ox49 AND SMALLER) ie I 1 /2"x l Wx I'-6" (W I Ox54 AND LARGER) (4) - I"m ANCHOR z RODS (-1554 G _%) L J 6" I O tD ELEVATION PLAN TYPI CAL COLUMN BASE DETA I L SCALE: NONE BRAGS B4 BRAGS B5 BRAGS B6 0 %JBE PER ELEVATION ERECTION PIN 112' PLATE SECTION 4 SCALE: 3/4" = 1'-0"� COLUMN PER PLAN BASE ie 13/4'x2O"x I'-8" -i �0 z \_ SHIMS AND LEVELING NUTS I (4) - 1 1/2!'o x l1 -9' Z2 ANCHOR BOLTS 0=1554 GR 105) �- Z o W/ HEX NUTS TOP 5/ 16 iv % 6 BOTTOM 2 1/2" 2 1/2" ELEVATION PLAN TYP I CAL. BRACE COLUMN BASE DETAI L SCALE: NOW 1/21 PLATE ERECTION P FLY, j�_" O In v4p, SECTION F5*** BASE PLATE 3/4"x 12"x 1'-0" t TS 6 I "x 14"x I'-2" ! TS 8 �y (4) - 314'4) ANCHOR BOLTS (A36) 3" I PLAN -COLUMN PER PLAN TYPICAL TUBE �.UMN BASE DET SCALE: NOW N.S., F.S. CrYPa 1/2' PLATE ERECTION P TUBE PER EI SECT I ON R�� SCALE: 514'- I'-0" \W- I N.S., F.S. CrYPa Ike NORTH: n4& Z O L U co W 0 SHEET NO. S301 mm arma" co m 0 O m 0 2 o z Y O < Z H ZZ o O LLI w� Q m o U cn cn Q Q m 0 ca O 2 U> O o CERTIFIED BY: Q W Q Z:z-r - L1.I J2 O U� 50 tY ° <Z< �a< Q 1}U Lu Z zwo —W--IZ QF- 1.1..1 op�� — 2 U) w � Z10- icy Q W NORTH: n4& Z O L U co W 0 SHEET NO. S301 mm arma" m 0 m 0 Lu H o z Y O < Z H ZZ o O LLI w� Q m o U cn cn Q Q m 0 ca 0 d 2 U> O o CERTIFIED BY: NORTH: n4& Z O L U co W 0 SHEET NO. S301 mm arma" F I RST FLOOR FLAN 1/511 — I I—O II 5ENE AL NOTES I. THE DRANIN05 AND 5PECIFICATION5 ARE AN INSTRUMENT OF SERVICE AND ARE THE 50LE PROPERTY OF THE ARCHITECT. ANY RE -USE OR DUPLICATION OF THESE DOCUMENTS 15 PROHIBITED WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE ARCHITECT. 2. EACH CONTRACTOR SHALL REVIEW ALL DRAHIN65 TO DETERMINE FULL EXTENT OF RE5PON515ILITIES FOR EACH RESPECTIVE TRADE. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE HITH ALL APPLICABLE GODE5, LAH5, AND ORDINANCES. 4. ALL DIMENSIONS ARE FACE TO FACE DIMEN51ON5 (E.6. STUD TO STUD, MASONRY TO MASONRY) UNLE55 NOTED OTHERWISE. 5. COORDINATE WORK OF TH15 TRADE WITH WORK OF OTHER TRADES. 6. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS BEEN ADDED (I.E. IOIA). SEE DOOR SCHEDULE SHEET A501. 1. PROVIDE HOOD BLOCKING SUPPORT FOR ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF 6YP5UM HALLBOARD HALLS. 8. CAULK JUNGTURE5 BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL AND MASONRY). q. CAULK ALL TOILET FIXTURES TO HALL OR FLOOR U51N6 SILICONE SEALANT. 10. CAULK ALL GOUNTERTOP BACK5PLA5HE5 TO HALL U51N6 SILICONE SEALANT IN COLOR AS SELECTED BY OWNER. II. ALL INTERIOR 6YP5UM KALLBOAM TO BE 5/8" TYPE 'X' UNLESS NOTED OTHERHI5E. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. iW i SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317)656-3500 Fax(317)656-3501 i�o 2 4'W"- Indiana M, Spine `1 Group co O D O u� ry (DW LLW LLJ oc ZU) Q04 llL J-0 0 U) oLL (.9Q UIQ —� z o Z z�Z co 0 �' �Zl j O W W Q �N� 11.L- ozU CV � U)MQ W n O O O z m O - Q u Ljj `fl O z Q' D Y wm x c 0LU 0 CERTIFIED BY: QJG C� �o�0�00�3 NORTH: 41 z O v z O O v LL - a � 0 O z U) W Z wo �n LU <o FD LL LU w a 00 m 1z1z O O SHEET NO. A201 FLOOR PLAN - FIRST 1/5.. _ 1_011 2. EACH CONTRACTOR SHALL REVIEW ALL DRAWINC75 TO DETERMINE FULL EXTENT OF RE5PON515ILITIE5 FOR EACH RESPECTIVE TRADE. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAW5, AND ORDINANCES. 4. ALL DIMEN51ONS ARE FACE TO FACE DIMENSIONS (E.6. STUD TO STUD, MASONRY TO MASONRY) UNLESS NOTED OTHERWISE. 5. COORDINATE WORK OF TH15 TRADE WITH WORK OF OTHER TRADES. 6. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OGGUR5 IN A ROOM A SUFFIX HAS BEEN ADDED (I.E. IOIA). SEE DOOR SCHEDULE SHEET A501. 1 PROVIDE WOOD BLOGKINC 5UPPORT FOR ALL SURFACE MOUNTED ITEMS MOUNTED TO FADE OF 6YP5UM WALLBOARD WALLS. 8. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL AND MASONRY). 4. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR U51NO SILICONE SEALANT. 10. CAULK ALL GOUNTERTOP BAGK5PLA5HE5 TO WALL U51N6 51LIGONE SEALANT IN COLOR AS SELECTED BY OWNER. II. ALL INTERIOR 6YP5UM WALLBOARD TO BE 5/8" TYPE 'X' UNLE55 NOTED OTHERNI5E. SEE SPECIFICATIONS FOR OTHER REOUIREMENT5. i SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 C C Indiana Inue Group co 0 D 0 -A L (DW LLJ Z (n 1LLal Z M Q CO <c, o LILWQ Q �2Q � o Z Z�Z J Z mQ O O O w — 2ZW (OQLo a 0Z�MQ W J F H u O m Z W_ W O U cn Q O D D W _ � U m 0O CERTIFIED BY: O� NORTH: z O v z O z o v O a � z c p ~ LU �O J z ILC z Q LLJ �--O kj)i m w a 0 00 00 SHEET NO. A202 FLOOR PLAN - 5EGOND THIRD FLOOR FLAN I/aII I1_011 2. EACH CONTRACTOR SHALL REVIEH ALL DRAHIN65 TO DETERMINE FULL EXTENT OF RESPONSIBILITIES FOR EACH RESPECTIVE TRADE. 3. ALL HORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAHS, AND ORDINANCES. 4. ALL DIMENSIONS ARE FACE TO FACE DIMENSIONS (E6. STUD TO STUD, MA50NRY TO MASONRY) UNLE55 NOTED OTHERHISE. 5. COORDINATE WORK OF THIS TRADE HITH WORK OF OTHER TRADES. 6. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS BEEN ADDED (I.E. IOIA). SEE DOOR SCHEDULE SHEET A50I. 7. PROVIDE HOOD BLOCKING SUPPORT FOR ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF GYPSUM WALLBOARD HALLS. 8. CAULK JUNCTURES BETHEEN DIFFERENT MATERIALS (E.6. DRYWALL AND MASONRY). a. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR U51NG SILICONE SEALANT 10. CAULK ALL GOUNTERTOP BAGKSPLASHES TO WALL U5IN6 SILICONE SEALANT IN COLOR A5 SELECTED BY OWNER. II. ALL INTERIOR 6YP5UM HALLBOARD TO BE 5/8" TYPE 'X' UNLE55 NOTED OTHERHISE. SEE SPECIFICATIONS FOR OTHER REOUIREMENTS. SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 io 74 --- I NIGR S me Group co O 2 n D T ry (DW LL- Lu W U" �ZCN Q ii U) :ZO U-WZ o Z Z=0 m<C) 0� Z <0 C) 2zW o U) 0 LC) 2 0 04 LL o UNC LU �Z�MQ F - o o m o - �, o Z o LU w w N Z W o o 00z ccn \ o v CERTIFIED BY: O QeoLx JG A 0 �OQ�-O�oo�3 O� NORTH: 4 n ry z 0 a O W z U U) LU LU Z `n o LU w n n w co �O ,nu - 00 LU m O '� 00 SHEET NO. A203 FLOOR PLAN - THIRD ROOF FLAN 5ENERAL NOTES I. THE DRAWINC75 AND 5PEGIFIGATION5 ARE AN INSTRUMENT OF SERVICE AND ARE THE 50LE PROPERTY OF THE ARCHITECT. ANY RE-U5E OR DUPLICATION OF THESE DOCUMENTS 15 PROHIBITED WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE ARCHITECT. 2. EACH CONTRACTOR SHALL REVIEW ALL DRANINC75 TO DETERMINE FULL EXTENT OF RESPONSIBILITIES FOR EACH RESPECTIVE TRADE. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAW5, AND ORDINANCES. 4. ALL DIMENSIONS ARE FACE TO FACE DIMENSIONS (E.G. STUD TO STUD, MA50NRY TO MASONRY) UNLESS NOTED OTHERWISE. 5. COORDINATE WORK OF THI5 TRADE WITH WORK OF OTHER TRADES. 6. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS BEEN ADDED (I.E. IOIA). SEE DOOR SCHEDULE SHEET A501. 1. PROVIDE WOOD BLOGKIN6 SUPPORT FOR ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF CYP5UM WALLBOARD WALLS. 8. CAULK JUNGTURE5 BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL AND MASONRY). q. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR U51N6 SILICONE SEALANT. 10. CAULK ALL COUNTERTOP BAGK5PLA5HE5 TO WALL U51N6 51LIGONE SEALANT IN COLOR AS SELECTED BY OWNER. 11. ALL INTERIOR GYPSUM WALLBOARD TO BE 5/8" TYPE 'X' UNLE55 NOTED OTHERWISE. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. 10. i SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 C ... Indiana Spine Group 1200 0 —Ilry LLJ } o LUW W W ce Q z U) F� - -zCM Q J 0 VWIt �� �WZ Q c' (_9Z>Q D o z Z�Z J m Oily— Q O O W 2ZW U) Q \Loz> LL o UNC _U H �Z�MQ 11 O Q N O F mW � m O w w� v N w ¢ O fY U w � U Z O m CERTIFIED BY: � �JG �o�0�00�3 o"� NORTH: z O � I I z O O u- a � U p z LU LLJz O Lo D - z C)1 LU <o �.nLL [D LU a Q) 'Z'z 00 SHEET NO. A204 FLOOR PLAN - ROOF I ILLI !\LI\IV/ \ILV L.1.1 .✓. SGREENWALL PANELS SET 3/411 = 11_0 11 STEEL TUBE (BELOW) SEE 5TRUGT. DW65. I 1\LI IZLI�IVI-1 I LV L.I .I .J. 5GREENWALL PANELS DETAIL 2 3/4" = I' -O" SECT 10 N (D-- 5/411 1 I_OII STEEL COLUMN SEE 5TRUGTURAL DRAWINGS TOP OF E.I.F.5. , +56-4" CENTERLINE OF REVEAL- +52'-O" O 0 BOTTOM OF E.I.F.5. +48'-4" J015T BEARING VARIES, (+45'-8" H.P.) dill TOP OF E.I.F.5. , 41 +56'-4" ,S CENTERLINE OF REVEAL +52'-0" O BOTTOM OF E.I.F.5. +48'-4" ,, J015T BEARIN6 � VARIES (+45'-8" H.P.) TOP OF E.I.F.5. , +56-411 CENTERLINE OF REVEAL - +52'-O" O BOTTOM OF E.I.F.S. +48'-4" J015T BEARING VARIE5 (+45'-8" H.P.) A O O O 27'-0" 20'-0" I 6.0 5'-0" IQ' -6" 5-0" 14'-6" 5'-0" 10 0 0 EAST S�REENWAL1 ELEVATION /all = 11_011 A TOP OF E.I.F.5. +56-4" CENTERLINE OF REVEAL +52'-O" BOTTOM OF E.I.F.5. +48'-4" J015T BEARING r, VARIES (+45-8" H.P) I IlO 1.� II 6.4 —O 32'-4 3/8" 331-1 3/8 4 O 34'-8 3/8" 5'-0" 20'-2 I /:i it 51-011 15-0" 5-0" 25'-0" ,I eV 5'-011Il'-6 " 5''01-0"01 L01 ei 27'-6" 5'-O" 30'-0" `r 1 Group _I I I m m cim m 0 0 EAST S�REENWAL1 ELEVATION /all = 11_011 A TOP OF E.I.F.5. +56-4" CENTERLINE OF REVEAL +52'-O" BOTTOM OF E.I.F.5. +48'-4" J015T BEARING r, VARIES (+45-8" H.P) I IlO 1.� II 6.4 —O 32'-4 3/8" 331-1 3/8 4 O 34'-8 3/8" 5'-0" 20'-2 I /:i it 51-011 15-0" 5-0" 25'-0" ,I eV 5'-011Il'-6 " 5''01-0"01 L01 ei 27'-6" 5'-O" 30'-0" 5'-O" 0 cv TOP OF E.I.F.5. , +56-4" CENTERLINE OF REVEAL - +52'-0" 0 BOTTOM OF E.I.F.5. +48'-4" J015T BEARIN6 VARIES (+45'-8" H.P.) 4018 NOF�TH ELEVATION I/all = 11_011 A O O O 1'-0"2l'—O" I 011 —O" 20' 5'-0" 14'-6" 5'-0" IQ' -6" 5'-011 01 32-1 I/2" 30'-0 5/8" I L11 011 5'-0" ei 27'-6" 5'-O" 30'-0" 5'-O" 25'-2 I/8" 5'-0" Group I I m m IUK ccm rr-j m cn 0 cv TOP OF E.I.F.5. , +56-4" CENTERLINE OF REVEAL - +52'-0" 0 BOTTOM OF E.I.F.5. +48'-4" J015T BEARIN6 VARIES (+45'-8" H.P.) 4018 NOF�TH ELEVATION I/all = 11_011 A O O O 1'-0"2l'—O" I 011 —O" 20' 5'-0" 14'-6" 5'-0" IQ' -6" 5'-011 01 ISI �T S�REEN�ALL ELEVATION I/all = 11_011 A TOP OF E.I.F.5. i +56-4" CENTERLINE OF REVEAL r, +52'-O" BOTTOM OF E.I.F.5. r, +48'-4" J015T BEARING VARIES (+45-8" H P ) 0 N 0 0 32-1 I/2" 30'-0 5/8" I L11 011 5'-0" ei 27'-6" 5'-O" 30'-0" 5'-O" 25'-2 I/8" 5'-0" Group I I m m ISI �T S�REEN�ALL ELEVATION I/all = 11_011 A TOP OF E.I.F.5. i +56-4" CENTERLINE OF REVEAL r, +52'-O" BOTTOM OF E.I.F.5. r, +48'-4" J015T BEARING VARIES (+45-8" H P ) 0 N 0 0 ■ SOUTH ELE\/AfiloN I/a11 = 1 1_011 0 N 0 0 TOP OF E.I.F.5. +56-4" GENITERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.S. +48'-4" J015T BEARING OL VARIES (+45'-8" HP.) TOP OF E.I.F.S. +56'-4" CENTERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.5. +48'-4" J015T BEARIN6 OL VARIES (+45-8" H.P.) SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 32-1 I/2" 30'-0 5/8" I L11 011 5'-0" ei 27'-6" 5'-O" 30'-0" 5'-O" 25'-2 I/8" 5'-0" Group ■ SOUTH ELE\/AfiloN I/a11 = 1 1_011 0 N 0 0 TOP OF E.I.F.5. +56-4" GENITERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.S. +48'-4" J015T BEARING OL VARIES (+45'-8" HP.) TOP OF E.I.F.S. +56'-4" CENTERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.5. +48'-4" J015T BEARIN6 OL VARIES (+45-8" H.P.) SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 Ind'I'ana Spine Group IUK ccm rr-j ■ SOUTH ELE\/AfiloN I/a11 = 1 1_011 0 N 0 0 TOP OF E.I.F.5. +56-4" GENITERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.S. +48'-4" J015T BEARING OL VARIES (+45'-8" HP.) TOP OF E.I.F.S. +56'-4" CENTERLINE OF REVEAL +52'-011 BOTTOM OF E.I.F.5. +48'-4" J015T BEARIN6 OL VARIES (+45-8" H.P.) SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 V u n � O O -LLJ O < w Lij W z c) Z M �Q d. J ii o U) C) Ft <wQ Q Q C, D_ �l o Z —HZ LL cOw OQ�Lo � a (> N � W 0Zu)MQ J o �n - n Z caw w wtQ W N z (aj \ Q 2 0 Cn O 0 U I _'j CERTIFIED BY: 0 op�JG A 0 o� NORTH: z O v tK v, z O v z O o LL a o � z U LU UJ Z O z Lup �n Lm 40 kDLL 00 LU m O �m 9 Z Q) C) SHEET NO. A205 R00� SGREENWALI_ Ind'I'ana Spine Group V u n � O O -LLJ O < w Lij W z c) Z M �Q d. J ii o U) C) Ft <wQ Q Q C, D_ �l o Z —HZ LL cOw OQ�Lo � a (> N � W 0Zu)MQ J o �n - n Z caw w wtQ W N z (aj \ Q 2 0 Cn O 0 U I _'j CERTIFIED BY: 0 op�JG A 0 o� NORTH: z O v tK v, z O v z O o LL a o � z U LU UJ Z O z Lup �n Lm 40 kDLL 00 LU m O �m 9 Z Q) C) SHEET NO. A205 R00� SGREENWALI_ ALUMINUM WINDOW SYSTEM w/ ALUMINUM SILL BY MANUFACTURER A BACKER ROD $ SEALANT STEEL COLUMN. SEE IN51DE AND OUTSIDE STRUCTURAL DRAWINC75 q q 2-1/2" METAL 5TUD5 @ 16" O.G. ol w/ 5/8" TYPE "X" 6.W.B. AND FIBER0U5 INSULATIONSIMMONS . ,;. ALUMINUM WINDOW SYSTEM STEEL COLUMN. SEE ARCHITECTS, LLC w/ ALUMINUM SILL BY MANUFACTURER STRUCTURAL DRAWINGS a ° ARCHITECTS, PLANNERS a 305 East New York Street Indianapolis, Indiana 46204 12-1/2" METAL STUDS @ 16" O.G. 4 (317) 656-3500 Fax (317) 656-3501 w/ 5/8" TYPE 11X11 W B AND 19 ° - — — FIBER0U5 INSULATION a . n .d STEEL COLUMN. SEE 8" PRECAST CONCRETE PANEL ROD SEALANT qll STRUCTURAL DRAWIN65BACKER ° INSIDE AND 0UT5IDE ALUMINUM WINDOW SYSTEM - 01 5'-0" 2'-6" 2'-6" w/ ALUMINUM SILL BY MANUFACTURER BACKER ROD 8 SEALANT - IN51DE AND OUTSIDE a °. a - ° 1 - fl ° °'. ° 8" PRECAST CONCRETE PANEL 5'-011 51-0" 10 DETA I L DETAIL DET -A I L DETAIL _ Indiana Spine- 3/4 2 Group 10" 10" 6 101 6" 2" 10 3 I/8" -77 ALUMINUM WINDOW SYSTEM - w/ ALUMINUM SILL BY MANUFACTURER 3-5/8" METAL STUDS @ 16" O.G. H/ 5/8" TYPE "X" G.W.B. AND BACKER ROD SEALANT FIBER0U5 INSULATION INSIDE AND OUTSIDE STRUCTURAL BRAGIN6 W SEE STRUCTURAL DRAWINGS 2-I/2" METAL STUDS @ 16' O.G. 3-5/8" METAL STUDS @ 16' O.G. w/ 5/8" TYPE "X" G.W.B. AND w/ 5/8" TYPE 11X11 G.W.B. AND Q FIBER0U5 INSULATION FIBER0U5 INSULATION 2-1/2" METAL STUDS @ 16" O.G. w/ 5/8" TYPE 11X11 G.W.B. AND - � FIBER0U5 INSULATION m — — — — — — — — — — — — — -- _ o STEEL COLUMN. SEE qll STRUCTURAL DRAWINGS - o ----- -------------------- - ° %4; -' - STEEL COLUMN. SEE STRUCTURAL DRAWIN6510" ° ° 4a. -- - '- - - Uj ° a oUj .9 ° a, a UJ ° 8" PRECAST CONCRETE PANEL ALUMINUM WINDOW SYSTEM 8" PRECAST CONCRETE PANEL z U/ w/ ALUMINUM SILL BY MANUFACTURER 5 O01 Z CN Q 4 - BACKER ROD 8 SEALANT —0 - IN51DE AND OUTSIDE 3 -61.-6 _ C) Q Q '1 y/ O LLW Z 31/8 Z % � Q 1 6 � —F -Z Q 4 � m \� /� QQ �Zw o DETAIL DET L DET L DETAIL 0 O LO CILIf-oil a0 (VMQ 3/4 I -O 3/4 I -O LLI Q GO n z o Q} O FU 0° m o w_ - W I'-�II qll J ./� ¢ Q LU H j i YV (n = Z O m U U 2'-4" CERTIFIED BY: p 2-1/2" METAL STUDS w/ 5/8" TYPE 11X11 6.W.B. JG O Gj ►� O�\�� G co STEEL COLUMN �O I �(0%Q'��0� N SEE STRUCTURAL DRAWIN65 r- i O NORTH: ROOF DRAIN SEE PLUMBING DRAWIN65 TYPICAL INTERIOR COLUMN ROOF DRAIN WRAP z 0 GO qll qll o v lot - o a � o z I U co p 1 U I Z 2-1/2" METAL 5TUD5 Icy - w/ 5/8" TYPE 11X11 G.W.B. LU D _ GO _ a_ 'U _o m Q O LU ¢ 0o mo CNm j STEEL COLUMN 0 0 SEE STRUCTURAL DRAWIN65 all TYPIGAL INTERIOR GOLUMN WRAP SHEET NO. DET L DET L DETAIL DETAIL A208 G) -- C' -- (i�-- Cl -- 1 -1/2" = I' -O" 5/4" = I '-011 3/411 = 11-011 3/411 = 11-011 PLAN DETAILS TOP OF CANOPY BOTTOM OF GANOPI +I4'-0" CENTERLINE OF REV +2-1111 OL TOP OF PAVING +01_011 0 Q O4 O5 6.6 6.7 7.1 �.� ?.4 OS 8.6 8.7 (R) 10.1 10.3 10.5 12 13 EXTERIOR INSULATION FIN15H SYSTEM 5GREENWALL TOP OF 5GREENWALL TOP OF 5GREENWALL h +56'-4" +56'-4" q5 5F. WALL 516NACE i TOP OF PANEL +52'-0" PRECAST PANELS PANEL REVEALS (TYP.) rr . PANE REVEALS NP. PRECAST PANELS .... L (TYP.) TOP OF PANEL i� ��, TOP OF PANEL h +41'-0" +4l'-011 REVEALS IN PRECAST PANELS (TYP.) THIRD FLOOR +30'-0" TOP OF PANEL +I-1'-0" ' OO OO O REVEALS IN PRECAST PANELS W4 O o THIRD FLOOR Igh O CANOPY IN FOREGROUND VISION GLASS (TYPJ ALUMINUM GURTAINWALL SYSTEM (TYP.) SPANDREL GLA55 (TYP.) J ALUMINOM WINDOW 5Y TEM (TYP.) (DASHED FOR CLARITY) SOUTH ELEVATION I/8" = I,-0. OE.i O DO G.6 G.5 G.2 G O A.3 AO EXTERIOR INSULATION FINISH SYSTEM (15GREENWALL TOP OF 5GREENWALL TOP OF 5GREENWALL h +56'-4" nnCi Arr nn1,icl nen enrT PRECAST PANELS PREGA5T PANEL REVEALS (TYP.) 1-6 THIRD FLOOR TOP OF PANEL j, +52'-0" TOP OF WALL h +47'-0" PRECAST PANELS PRECAST PANEL REVEAL5 (TYP.) THIRD FLOOR h +30'-0" ALUMINUM WINDOW SYSTEM (TYP.) TOP OF PANEL +17'-0'1 SECOND FLOOR +15-0" BOTTOM OF CANOPY,,, +14'-0" CANOPY / ,� FIRST FLOOR . - .... ... .. ... - ... . ' ' :. ...��...:': r.%, /% � /� '� �.' FIRST FLOOR h ALUMINUM WINDOW SYSTEM (TYP.) PIPE BOLLARDS STEEL DOORS (TYP) HOLLOWIMETAL ALUMINUM GURTAINWALL SYSTEM (TYP.) G'ANOPY IN FOREOROUND HOLLOW METAL ALUMINUM STOREFRONT DOOR AND FRAME (DASHED FOR CLARITY) DOOR AND FRAME ENTRANCE SYSTEM ENTRAN0E C,,ANOf=Nr FRONT I/&11 = 1'—O II ENTRAN0E 0ANOf=Y SIDE I/811 = 1'-0 II EAST ELEVATION Ila 11 = 11-0 11 TOP OF CANOPY +I q' -O" BOTTOM OF CANOPY +I4' -O" CENTERLINE OF REVEAL +2'-11" TOP OF PAVING +0'-0" 2'-6" • m PRECAST PANEL "B" 2" 2" l 2" d6 I, d da r N d .• d r / / i / / ' OO OO O REVEALS IN PRECAST PANELS W4 O o THIRD FLOOR Igh O CANOPY IN FOREGROUND VISION GLASS (TYPJ ALUMINUM GURTAINWALL SYSTEM (TYP.) SPANDREL GLA55 (TYP.) J ALUMINOM WINDOW 5Y TEM (TYP.) (DASHED FOR CLARITY) SOUTH ELEVATION I/8" = I,-0. OE.i O DO G.6 G.5 G.2 G O A.3 AO EXTERIOR INSULATION FINISH SYSTEM (15GREENWALL TOP OF 5GREENWALL TOP OF 5GREENWALL h +56'-4" nnCi Arr nn1,icl nen enrT PRECAST PANELS PREGA5T PANEL REVEALS (TYP.) 1-6 THIRD FLOOR TOP OF PANEL j, +52'-0" TOP OF WALL h +47'-0" PRECAST PANELS PRECAST PANEL REVEAL5 (TYP.) THIRD FLOOR h +30'-0" ALUMINUM WINDOW SYSTEM (TYP.) TOP OF PANEL +17'-0'1 SECOND FLOOR +15-0" BOTTOM OF CANOPY,,, +14'-0" CANOPY / ,� FIRST FLOOR . - .... ... .. ... - ... . ' ' :. ...��...:': r.%, /% � /� '� �.' FIRST FLOOR h ALUMINUM WINDOW SYSTEM (TYP.) PIPE BOLLARDS STEEL DOORS (TYP) HOLLOWIMETAL ALUMINUM GURTAINWALL SYSTEM (TYP.) G'ANOPY IN FOREOROUND HOLLOW METAL ALUMINUM STOREFRONT DOOR AND FRAME (DASHED FOR CLARITY) DOOR AND FRAME ENTRANCE SYSTEM ENTRAN0E C,,ANOf=Nr FRONT I/&11 = 1'—O II ENTRAN0E 0ANOf=Y SIDE I/811 = 1'-0 II EAST ELEVATION Ila 11 = 11-0 11 TOP OF CANOPY +I q' -O" BOTTOM OF CANOPY +I4' -O" CENTERLINE OF REVEAL +2'-11" TOP OF PAVING +0'-0" 2'-6" • m PRECAST PANEL "B" 2" 2" l 2" d6 I, d da r N SPANDREL 6LA55 MOCK UP PANEL 2'-6" VISION 5LAS5 PRECAST PANEL "A" PRECAST PANEL "A" COLOR: GAVE GRAY FINISH: AGID ETCHED LIGHT SEE SPECIFICATIONS PRECAST PANEL "B" COLOR: GHARGOAL FINISH: SANDBLASTED MEDIUM SEE 5PEGIFICATION5 SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 Ing-lanaa- , - Seine Group 1120 O 2 n Z) O 0� (D I..IJ W w z W � � Q M �-j o � ��U- LLJ o WWZ z Q (D Q o Z Z�—Z o Z) Q O _j � 0 - 2zW X � OzL02 w (L z 04 < IX QU O �n - �� O z w s �n x z O LU m m o o o CERTIFIED BY: O QJG O� NORTH: z O F= v z O I'D z O 0 LLQ � Z U co LU W Z O L z LuC11a_n Lm 40 Ll - C) W Q 1z �z 00 Q' SHEET NO. A301 EXTERIOR ELEYATION5 N d .• d Y 9 O � d. O a N SPANDREL 6LA55 MOCK UP PANEL 2'-6" VISION 5LAS5 PRECAST PANEL "A" PRECAST PANEL "A" COLOR: GAVE GRAY FINISH: AGID ETCHED LIGHT SEE SPECIFICATIONS PRECAST PANEL "B" COLOR: GHARGOAL FINISH: SANDBLASTED MEDIUM SEE 5PEGIFICATION5 SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 Ing-lanaa- , - Seine Group 1120 O 2 n Z) O 0� (D I..IJ W w z W � � Q M �-j o � ��U- LLJ o WWZ z Q (D Q o Z Z�—Z o Z) Q O _j � 0 - 2zW X � OzL02 w (L z 04 < IX QU O �n - �� O z w s �n x z O LU m m o o o CERTIFIED BY: O QJG O� NORTH: z O F= v z O I'D z O 0 LLQ � Z U co LU W Z O L z LuC11a_n Lm 40 Ll - C) W Q 1z �z 00 Q' SHEET NO. A301 EXTERIOR ELEYATION5 TOP OF CANOPY BOTTOM OF CANOPY +14'-0" ,A FINISH FLOOR IV +01-011 13 12 II 10.8 10 O 8.7 Q 0.b O 6.8 6.4 O O O O3 O Oj q5 S.F. HALL 516N EXTERIOR INSULATION FIN15H SYSTEM 5CREENHALL TOP OF 5GREENHALL TOP OF 5CREENHALL +5(9'-4" +561-411 ,;X TOP OF PANELS +52 PRECAST PANELS REVEALS IN PRECAST PANELS (TYP-) n REVEALS IN PRECAST PANELS (TYP.) PRECAST PANELS j4 TOP OF PANELS +41'-0 ELM group::: F(0� 00 REVEALS IN PRECAST PANELS (TYP.) DO F 0 W3 O O W4 THIRD FLOOR Ir 0D F _0 -I x- 104 1// / -/� / J/ F PANEL REVEALS METAL GOPIN6 ARCHITECTS, PLANNERS x- 104 1// / -/� / J/ L IL I I 7 771 r7/ F/ F/ 4' OO OO O Fol FQ I F7 -77 - PANEL REVEALS METAL GOPIN6 ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 L IL I I 7 771 r7/ F/ F/ 4' OO OO O Fol FQ I L TOP OF PANELS +521-011 TOP OF PANELS +411-011 PRECAST PANELS REVEALS IN PRECAST PANELS (TYP.) j4 THIRD FLOOR 11, +50'-0" ALUMINUM WINDOW SYSTEM (TYP.) 4 TOP OF PANELS v +111-011 SECOND FLOOR +151-011 TRASH ENCLOSURE IN FOREGROUND - (DASHED FOR CLARITY) FIRST FLOOR +01-011 TOP OF 5GREENHALL +561-411 PRECAST PANEL PARAPET BEYOND NORTH ELEVATION Via 11 = 11-011 G.4 DO D.6 O E.8 Q EXTERIOR INSULATION FINISH SYSTEM 5CREENHALL TOP OF 5GREENNALL PRECAST PANEL PARAPET BEYOND TOP OF PANELS +521-011 13 14 25141 I -oil LI i 50,-q" PANEL REVEALS METAL COPING OL TOP OF CANOPY +I q' -O" BUILDING FACE OL BOTTOM OF CANOPY \-F +141-011 -UGO-BOND PANEL SYSTEM 2" ALUGO-BOND PANEL COLUMN WRAP 21-611 2'-6" 10 OL CENTERLINE OF REVEAL +2'-11" OL TOP OF PAVING BAR NO SIDE I/all = 11-011 (6A ENTRANCE CANOPY IN FOREGROUND (DASHED FOR CLARITY) Z. -------------------- T -771,77 1. ---------------------- - jr--T-------- 7V� lk� ELEVATION I/811 = 11-011 2" ALUGG-BOND PANEL SYSTEM PANEL REVEALS METAL GOPIN6 ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 c: C 7 F L TOP OF PANELS +521-011 TOP OF PANELS +411-011 PRECAST PANELS REVEALS IN PRECAST PANELS (TYP.) j4 THIRD FLOOR 11, +50'-0" ALUMINUM WINDOW SYSTEM (TYP.) 4 TOP OF PANELS v +111-011 SECOND FLOOR +151-011 TRASH ENCLOSURE IN FOREGROUND - (DASHED FOR CLARITY) FIRST FLOOR +01-011 TOP OF 5GREENHALL +561-411 PRECAST PANEL PARAPET BEYOND NORTH ELEVATION Via 11 = 11-011 G.4 DO D.6 O E.8 Q EXTERIOR INSULATION FINISH SYSTEM 5CREENHALL TOP OF 5GREENNALL PRECAST PANEL PARAPET BEYOND TOP OF PANELS +521-011 13 14 25141 I -oil LI i 50,-q" PANEL REVEALS METAL COPING OL TOP OF CANOPY +I q' -O" BUILDING FACE OL BOTTOM OF CANOPY \-F +141-011 -UGO-BOND PANEL SYSTEM 2" ALUGO-BOND PANEL COLUMN WRAP 21-611 2'-6" 10 OL CENTERLINE OF REVEAL +2'-11" OL TOP OF PAVING BAR NO SIDE I/all = 11-011 (6A ENTRANCE CANOPY IN FOREGROUND (DASHED FOR CLARITY) Z. -------------------- T -771,77 1. ---------------------- - jr--T-------- 7V� lk� ELEVATION I/811 = 11-011 f=AR<INO C--,,,oANOF-T-'i` FRONT /&" = I1-0" TOP OF CANOPY +14-011 BOTTOM OF CANOPY +14'-0" 2" ALUGG-BOND PANEL COLUMN WRAP CENTERLINE OF REVEAL +2'-11" TOP OF PAVING +0 I-011 TOP OF PANELS +41'-011 REVEALS IN PRECAST PANELS THIRD FLOOR +501-011 0� TOPPA OF NEL +111-011 -4- SECOND FLOOR +151-01, 1$ PRECAST PANEL "A" COLOR: CAVE 6RAY FINISH: ACID ETCHED LIGHT SEE 5PEGIFIGATION5 PRECAST PANEL "B" GOLOR:GHARCOAL FINISH: SANDBLASTED MEDIUM SEE 5PEGIFIGATION5 TOP OF CANOPY BOTTOM OF GANOPY$ +141-011 FIRST FLOOR +0'-011 2" ALUGG-BOND PANEL SYSTEM PANEL REVEALS METAL GOPIN6 ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 c: C Oil -is ........... . . I . . ......... spine Group 2-69" CIO 0 7.) [2'4911 0 10 (D W LLJ W z U) Z C%4 CIO 0 > LLJ C) qt < < —A LLJ 0 LL LL W Z < Z Z 0 F1 Z 0/ m Q0� LLJ 0 Z W LLI U)Lo X LU 00 04 (L U) 0 04 LU cle) 0 IQ) FU m f=AR<INO C--,,,oANOF-T-'i` FRONT /&" = I1-0" TOP OF CANOPY +14-011 BOTTOM OF CANOPY +14'-0" 2" ALUGG-BOND PANEL COLUMN WRAP CENTERLINE OF REVEAL +2'-11" TOP OF PAVING +0 I-011 TOP OF PANELS +41'-011 REVEALS IN PRECAST PANELS THIRD FLOOR +501-011 0� TOPPA OF NEL +111-011 -4- SECOND FLOOR +151-01, 1$ PRECAST PANEL "A" COLOR: CAVE 6RAY FINISH: ACID ETCHED LIGHT SEE 5PEGIFIGATION5 PRECAST PANEL "B" GOLOR:GHARCOAL FINISH: SANDBLASTED MEDIUM SEE 5PEGIFIGATION5 TOP OF CANOPY BOTTOM OF GANOPY$ +141-011 FIRST FLOOR +0'-011 SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 c: C Oil -is ........... . . I . . ......... spine Group CIO 0 7.) 0 ry (D W LLJ W z U) Z C%4 CIO 0 > LLJ C) qt < < —A LLJ 0 LL LL W Z < Z Z 0 O Z 0/ m Q0� LLJ 0 Z W LLI U)Lo X LU 00 04 (L U) 0 04 LU cle) 0 IQ) FU m cn >- wcj W Uj --j < C-) NNo LIJ to �If L) W LE X: L) 43 0 --"I CERTIFIED BY: Oil `QQO �O� NORTH: O Q) ;z 0 Q) LL Q) :Z: V) W LU LU <o LLJ Q) C) 1z Q) SHEET NO. A302 EXTERIOR ELEVATIONS I5" METAL COPING TOP OF PANEL h I+52'-0" CENTERLINE OF REVEAL h +51'-0" (2) LAYERS - 3/4" EXTERIOR 4 406 GRADE PLYWOOD SHEATHING GD MEMBRANE GOUNTERFLA5HIN6 1'-6" 01 PRE -MOLDED RUBBER GANT ROOFING MEMBRANE RIGID INSULATION TOP OF PANEL h METAL ROOF DECK +41'-0" - - - GENTERLINE OF REVEAL h +46'-0" J015T BEARING 44 +45-b" FIRE 5AFIN6 I 1-1/2" R160 INSULATION STEEL J015T5 J015T 61 RDER CENTERLINE OF REVEAL h +41'-5" ACOUSTICAL TILE SUSPENSION SYSTEM TOP OF WINDOW h — +40'-0.. CENTERLINE OF REVEAL h IIII I I N z I INSULATED CLASS (VISION) ) I IIII LU GURTAINWALL 5Y5TEM LU il z LL 6 THIRD FLOOR +30'-0" 0 z LU v L� LU Z H s SECOND FLOOR +15'-0" TOP OF STEEL +141-611211 0 z LU v D LU z A FIRST FLOOR +0'-0" 2-1/2" METAL 5TU05 @ 16" O.G. w/ 5/8" TYPE "X" G.W.B. 8 BATT INSULATION CONCRETE SLAB METAL FLOOR DECKING STEEL JOISTS —� J0I5T 61PDER ACOUSTICAL TILE SUSPENSION SYSTEM 2-1/2" METAL STUDS @ 16" O.G. W 5/8" TYPE "X" G.W.B. 1 BATT INSULATION CONCRETE SLAB METAL FLOOR DEGKIN6 STEEL BEAMS STEEL BEAM ACOUSTICAL TILE SUSPENSION SYSTEM 2-1/2" METAL STUDS @ 16" O.G. w/ 5/8" TYPE "X" 6-H.B. I BATT INSULATION CONCRETE SLAB SEE STRUCTURAL DRAWIN65 GOMPAGTED GRANULAR FILL 2 x 48 PERIMETER INSULATION CONCRETE FOUNDATION SEE STRUCTURAL DRAWIN65 7 TOP OF MULLION +33'-0" T I" INSULATED 6LA55 (SPANDREL) GENTERLINE OF REVEAL +30'-1 11 BOTTOM OF WINDOW h +30'-0" GENTERLINE OF REVEAL h +2q' -I" I" INSULATED CLASS (SPANDREL) GENTERLINE OF REVEAL +26'-5" TOP OF WINDOW h +25'-0" GENTERLINE OF REVEAL +24'-11" I" INSULATED CLASS (VISION) GURTAINWALL SYSTEM TOP OF MULLION +18'-0" T GENTERLINE OF REVEAL h +I6-11" I" INSULATED 6LA55 (SPANDREL) GENTERLINE OF REVEAL +15'-1 11 BOTTOM OF WINDOW is +15'-0" CENTERLINE OF REVEAL h +14'-1" 1-1/2" RI610 INSULATION I" INSULATED 6LA55 (SPANDREL) CENTERLINE OF REVEAL $ +I1'-5" TOP OF WINDOW h +10'-0" CENTERLINE OF REVEAL I" INSULATED CLASS (VISION) GURTA I NWALL SYSTEM TOP OF MULLION +3'-0" CENTERLINE OF REVEAL +2'-1I" I" INSULATED 6LA55 (SPANDREL) BOTTOM OF WINDOW h +0'-0" J015T BEARIN6 +45'-8" THIRD FLOOR SECOND FLOOR +15'-O" TOP OF STEEL +14'-6 1/2" FIRST FLOOR z LU v Q LU s z LL a 0 IN • OIi s (2) LAYERS - 3/4" EXTERIOR - GRADE PLYWOOD SHEATHING MEMBRANE GOUNTERFLA5HIN6 PRE -MOLDED RUBBER GANT - ROOFIN6 MEMBRANE R161D INSULATION METAL ROOF DECK STEEL J015T5 -J / JOIST 61RDER AGOU5TIGAL TILE SUSPENSION SYSTEM 5" METAL GOPIN6 TOP OF PANEL +47'-0" GENTERLINE OF REVEAL h +46'-0" FIRE 5AFIN6 4 406 1-1/2" RIC -71D INSULATION CENTERLINE OF REVEAL h +41'-5" TOP OF WINDOW h CENTERLINE OF REVEAL j +3q' -I I" I" INSULATED 6LA55 ALUMINUM WINDOW SYSTEM TOP OF MULLION h 2-1/2" METAL STUDS @ 16" O.G. W 5/8" TYPE "X" G.W.B. d BATT INSULATION CONCRETE SLAB I G ENTE11 RL NE 0F REVEAL METAL FLOOR DEGKIN6 +30'-1 BOTTOM OF WINDOW h +30'-0" CENTERLINE OF REVEAL h +2q'- I " FIRE 5 AR NO 7— I -I/2 RI610 INSULATION GENTERLINE OF REVEAL STEEL JOISTS h +26'-5" I/ J015T GIRDER Y _ _ 1 TOP OF WINDOW r 1 h AGOU5TIGAL TILE CENTERLINE OF REVEAL h SUSPENSION SYSTEM +24' -II" 10 406 2-1/2" METAL STUDS @ 16" O.G. w/ 5/8" TYPE "X" G.W.B. ff BATT INSULATION CONCRETE SLAB METAL FLOOR DEGKIN6 51EEL BEAMS STEEL BEAM ACOUSTICAL TILE SUSPENSION SYSTEM 2-1/2" METAL STUDS @ 16" O.0 w/ 5/8" TYPE "X" G.W.B. 4 BATT INSULATION CONCRETE SLAB SEE 5TRUGTURAL DRAHIN65 COMPACTED GRANULAR FILL __/ 2" x 48" PERIMETER INSULATION CONCRETE FOUNDATION SEE STRUCTURAL DRAWI N65 I" INSULATED 6LA55 ALUMINUM WINDOW SYSTEM TOP OF MULLION h +18'-0" CENTERLINE OF REVEAL h Illi CENTERLINE OF REVEAL +15-111 -4,111 BOTTOM OF WINDOW h +15'-0" I CENTERLINE OF REVEAL h +14'-I " I I FIRE 5AFIN6 1-1/2" RI6 ID INSULATION I G ENTERLINE OF REVEAL h 5° OF WINDOW h +10'-0" GENTERLINE OF REVEAL h I" INSULATED 6LA55 ALUMINUM WINDOW SYSTEM U TOP OFMLIONL III� " +3 -O CENTERLINE OF REVEAL +2'-I I " BOTTOM OF WINDOW +01-01, t 2 - 406 SECTION 1/2" J015T BEARING THIRD FLOOR +30'-0" J015T BEARIN6 +2q'-3" SECOND FLOOR +15'-0" TOP OF STEEL +14'-61/2" FIRST FLOOR z LU v n LU ID z O O z LU v w s z LL • a (2) LAYERS - 3/4" EXTERIOR - 6RADE PLYWOOD SHEATHING MEMBRANE GOUNTERFLA5HIN6 PRE -MOLDED RUBBER GANT - ROOFIN6 MEMBRANE RI61D INSULATION METAL ROOF DECK STEEL J015TS J JOIST GIRDER ACOUSTICAL TILE SUSPENSION SYSTEM — 2-1/2" METAL STUDS @ 16" O.G. w/ 5/8" TYPE "X" G.W.B. 8 BATT INSULATION CONCRETE SLAB METAL FLOOR DEGKIN6 STEEL JOISTS / J015T 61RDER ACOUSTICAL TILE SUSPENSION SYSTEM 2-1/2" METAL STUDS @ I6" O.G. w/ 5/8" TYPE "X" 6-H.B. 8 BATT INSULATION CONCRETE SLAB METAL FLOOR DEGKIN6 STEEL BEAMS STEEL BEAM ACOUSTICAL TILE SUSPENSION 5Y5TEM 2-1/2" METAL 5TUD5 @ 16" O.G. w/ 5/8" TYPE "X" G.W.B. If BATT INSULATION CONCRETE SLAB SEE STRUCTURAL DRAWINGS COMPACTED GRANULAR FILL 2" x 48" PERIMETER INSULATION CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS 5" METAL GOPIN6 TOP OF PANEL 1 +41'-0" T IGENTERLINE OF REVEAL h +46'-0" FIRE 5AFIN6 4 406 1-1/2" RI61D INSULATION CENTERLINE OF REVEAL h +41'-5" CENTERLINE OF REVEAL h 8" PRECAST WALL PANELS FIRE 5AFIN6 CENTERLINE OF REVEAL CENTERLINE OF REVEAL +2q' -I" 1-1/2" R161D INSULATION CENTERLINE OF REVEAL +26'-5" T CENTERLINE OF REVEAL +24'-11 " 8" PRECAST WALL PANELS CENTERLINE OF REVEAL h FIRE 5AFIN6 GENTERLINE OF REVEAL +15 -I ICENTERLINE OF REVEALh +14'-I" I I I1-1/2" RIC -71D INSULATION CENTERLINE OF REVEAL r, +111-511 405 CENTERLINE OF REVEAL h +q' -I I" 8" PRECAST WALL PANELS GENTERLINE OF REVEAL h +2'-11" FULL GROUT BED FIN15H GRADE k (I 406 SECTION (DZ-- SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 NO Indiana S_ 01 Group co 0 0 (D WW � zF- U) �. �Zcq M Jam U) U d- 0 LL W LL z L z Z F— Z � 100 Q Q0- --A w -- 2Z� j < 0 0 �N� oz�Ma W � Q U _1 O m O — 11 O z Y cj O 8 Qo �� w IL: CIO cn U CERTIFIED BY: O '\e '0 NO z O F - v fY z O v 0 0 a O U i W �- \� w Z 'S -)o z Lo D_o LU [n Q O 'n w 00 wm O a 0 1714 m O O SHEET NO. A401 WALL 5EGTION5 = JO 15T BEARING +45'-8" z LU v Q >U Z H THIRD FLOOR +30'-0" �I SECOND FLOOR +15'-0" TOP OF STEEL +14'-6 1/2" z LU v 0 w s z H FIRST FLOOR (L) LhtI CK7 - /`F r-AICMIVK - GRADE PLYWOOD 5HEATHING MEMBRANE GOUNTERFLA5HING PRE -MOLDED RUBBER GANT - ROOFING MEMBRANE RIGID INSULATION METAL ROOF DECK 5" METAL COPING TOP OF PANEL +47'-0" GENTERLINE OF REVEAL +46'-O" FIRE 5AFING 1-1/2" RIGID INSULATION CENTERLINE OF REVEAL +41'-5" TOP OF HINDON +40'-O" CENTERLINE OF REVEAL TOP OF MULLION +33'-0" CENTERLINE OF REVEAL +30'-1 " BOTTOM OF HINDON h +30'-O" CENTERLINE OF REVEAL +29'-I" CENTERLINE OF REVEAL \ +26'-5" 1 TOP OF HINDON +25'-O" CENTERLINE OF REVEAL l +24' -II" 2" x 48" PERIMETER INSULATION GONGRETE FOUNDATION SEE STRUCTURAL DRANING5 5" METAL GOPI NG TOP OF PANEL j +I7'-0" FIRE 5AFING CENTERLINE OF REVEAL +15'-1 " CENTERLINE OF REVEAL +14'-1 " I/IIGT 4CAI71AIG 1-1/2" RIGID INSULATION 8" PRECAST HALL PANELS CENTERLINE OF REVEAL GENTERLINE OF REVEAL 4-I I" 8" PRECAST HALL PANELS GENTERLINE OF REVEAL +2'-11 " FULL GROUT BED FIN15H GRADE J015T BEARING THIRD FLOOR +30'-0" SECOND FLOOR +15'-0" TOP OF STEEL +14'49 1/2" FIRST FLOOR • 0 r SE(f/TON SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317)656-3500 Fax(317)656-3501 Indiana 4W S-01019 Group co O O (D w W UJ W Z U) Z N M JQo U) U�� o LLwQ I� (D Q ��Q L o Z Z=� �IiiI-Z °0 QC0-j W cZW 0 0 a UNC J 0z�Ma o �n O m O - �� O mv w_ s LU z ¢ 1 � Um': m � o o CERTIFIED BY: ��.G�O O `QQ �5 0� O� �G coro`� O� NORTH: z O a U co W 0 z w D- 7'� w fY� Q O w 0 WALL S�GTIONS J015T BEARING +45'-8" .4 THIRD FLOOR 0 in z LLJ v 0 >r z LL 5EGOND FLOOR +15'-0" TOP OF STEEL +14'49 112" A. FIR5T FLOOR +0'-011 /211 = I 1-011 AL COPING F GANOPY = 5TEEL BEAM5 GO -BOND PANEL KTERIOR GRADE PLYWOOD SHEATHING GA. METAL STUD FRAMING @ 16" O.G. M OF CANOPY BOTTOM OF C +15'-0" 6" , 18 GA. METAL STUD FRAMING 5/8" DEN5-6LA55 GOLD 5HEATHI 1-1/2" EXTERIOR INSULATION FINI5 EXPAN51ON JOINT AND SEALANT 1-1 i D IAII (D -- I/2" _ I'-C" METAL COPING )PO F CANOPY ALUCO-BOND PANEL 4" EXTERIOR GRADE PLYHOOD 5HEATHING , 18 GA. METAL STUD FRAMING @ 16" O.G. )P OF STEEL -EEL BEAMS )TTOM OF CANOPY ALUGO-BOND PANEL COLUMN WAP >PHALT PAYING SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 Indiana Seine Group 001 O 5 0. D 0 0�(DW Lij W ZU) 0 —. Z CN Q M _C) (0 CO :ZU) U-� O o LLwQ I� � Q Q SII Z Z�Z �Z V U m QO J LU 2z LU < c/) 0 Lo2 (L04 LU C Joz( z U)MQ a Q r- U o �n — �� O °° w_s z LU w �' v N Z o 0 a O z" p co o 0 c) CERTIFIED BY: `CO���QQ`AJ NORTH: z O O z 0 v W z O O a p � z U LUz O z w� Dn LU FD �o H 00 w m O �� 00 0111111111111111mi SHEET NO. A401 WALL 5EGTION5 -6" GO GO I'-6"11 1. 4 GOGO 114 GO 1. 6.. 8 v kit2 I/2" 6 l/8" 5/8" 10 8„ I/4" I" INSULATED VISION GLASS SEE SPECIFICATIONS 6" 3 1/8" 6 �1/8" 10" 1. 8" 5" METAL COPING 6 l/8" 2 1/2" 8" 5/8" �� I ALUMINUM GURTAINWALL 5Y5TEM w/ CLEAR ANODIZED FIN15H2-I/2" METAL STUDS @ 16" O.G. 17, 4 51LL BY AND TOP OF PANEL 1/2" 1/2" ALUMINUM 6LA55 (2) LAYERS - 3/4" EXTERIOR - w/ 5/8 TYPE X G.W.B. 4 TOP OF MULLION GLAZING CONTRACTOR GRADE PLYWOOD 5HEATIN6 a +41'-0 BATT INSULATION ' a CONTINUOUS DRIP CENTERLINE OF REVEAL - MEMBRANE COUNTERFLA5HIN6 CONCRETE SLAB - FIRE SAFIN6SIMMONS II a 4 . = - PRE MO DED RUBBER CANT L METAL FLOOR DECKING _ CENTERLINE OF REVEAL a 1-1/2" RIGID INSULATION '' ROOFING MEMBRANE a 4 a +15'-I" ARCHITECTS, LLC - a a a SECOND FLOOR a 8 PRECAST WALL PANELS a +15 -0 ARCHITECTS, PLANNERS 2-1/2" METAL STUDS @ 16" O.C. RIGID INSULATION a w/ 5/8 TYPE X G.W.B. ff - 4"x4"A/4" CONTINUOUS ANGLE 305 East New York Street STUDS 16 2-1/2" METAL 5 " D.G. BATT INSULATION METAL ROOF DECK SEE STRUCTURAL DRAWIN65 . w/ 5/8" TYPE °x" GWB a - -- ; -_ - a Indianapolis, Indiana 46204 BATT INSULATION FUTURE ACOUSTICAL - - � 4 CONTINUOUS DRIP „ �' - -- - - - - - - 4Ex4� Il4'GCONTINUOUS ANGLE 41 8.. PRE CAST WALL PANELS 1 56 3500 Fax 1 56 3501 (3 7� 6 - X (3 %� 6 - a a TILE CEILING _- - - - FIRE SAFIN6 a� � �� � CONCRETE 5 — _. _ TOP OF WINDOW r i I '�' � 2-I/2" METAL STUDS � I6" O.G. -- - - -- - - - - - - - � - - -- � � a SEE STRUCTURAL DRAWIN65 v I -I/2" RI61D INSULATION CENTERLINE OF REVEAL, METAL FLOOR DEGKIN6 +10 -O CENTERLINE OF REVEAL w/ 5/8 TYPE X G.W.B. BATT INSULATION i FIRE SAFIN6 +15'-1.. SECOND FLOOR 4 � � �'� 4 +4'-I I" � I I JOIST BEARING fill all 8 + I - oil 15 O a _ BACKER ROD & SEALANT SPANDREL 6LA55 __ I +45'-8" a a - _ - . - - - - _ - _ - - _ BOTH INSIDE AND OUTSIDE SPECIFIC TIONS I 4"x4"x1/4" CONTINUOUS ANGLE I" INSULATED VISION 6LA55 SEE STRUCTURAL DRAWIN65 PE IFICATIONS SEE 5 G ALUMINUM GURTAINWALL SYSTEM _ = FIRE SAFIN6 CENTERLINE OF REVEAL 4 8.. w/ CLEAR ANODIZED FINISH 8 +46 -O STEEL JOISTS 8 PRECAST WALL PANELS a ALUMINUM WINDOW 5Y5TEM - CONCRETE SLAB 4 -I/2" RIGID INSULATION w/ CLEAR ANODIZED FINISH 8" PRECAST WALL PANELS J015T GIRDER STEEL BEAM SECOND FLOOR METAL FLOOR DEGKIN6 d 1-1/2" RIGID INSULATION 2 CENTERLINE OF REVEAL � BOTTOM OF WINDOW J - STEEL JOISTS GENTERLINE OF REVEAL r v +12-6 aAA 4"x4"xl/4" CONTINUOUS ANGLE J015T GIRDER 1 +12 -6 iX i 4 I IL 15 a SEE STRUCTURAL DRAWIN65 SPANDREL 6LA55 5 P EE 5 EGIFI ATI N G 0 5 x ! I I I a 15 a 406 I I 406 I ' NP. TYP. d FOIL BACKED RIGID ' .. III D INSULATION PANELS II 8 „ I . d -A Wall l 6l/8 3I/8 6 2 B ETWEEN GURTAINWA LL � i' >.> I 1 U IONS LL „,. 8" 10" L 1' 6101,8 loll8" (oil 10 Ile DETAIL DETAIL �ET L DETAIL SET to.'! Indi'ana SL__ G�L__ 1- 1/2 = I' -O I -I/2 = 1 -O I -I/2 = 11-011 1- 1/2 = 1 -allI-I/2 = 11-011 GO GO GO GO 1. 6 ?01 1. 4 I. 6 10 6 7/8" 3 I/8" 6" 2" 1" INSULATED V15ION 6LA55 SEE SPECIFICATIONS 6 l/8" 3 I/8" 6" I" INSULATED VISION GLASS SEE 5PEGIFIGATION5 GO 1 6 6 7/8" 3 I/8"li, 6" 2" rl Of I" INSULATED VISION GLASS SEE 5PEGIFICATION5 1011(oil 2 ALUMINUM WINDOW 5Y5TEM w/ CLEAR ANODIZED FINISH ALUMINUM GURTAINWALL 5Y5TEM w/ CLEAR ANODIZED FINISH 10 8 11 1/4" N ALUMINUM WINDOW 5Y5TEM w/ CLEAR ANODIZED FINISH ALUMINUM SILL BY 6LA55 AND ALUMINUM 51LL BY CLASS AND ALUMINUM SILL BY 6LA55 AND GLAZING GONTRAGTOR TOP OF MULLION j GLAZING CONTRACTOR TOP OF MULLION 6LAZIN6 CONTRACTOR TOP OF MULLION +18'-O" 4 _ GENTERLINE OF REVEAL _ CENTERLINE OF REVEAL , -i' D CONTINUOUS DRIPCID +2'-1 J015T GIRDER _ SPANDREL 6LA55 _ p O P IFI ATI N SEE 5 EG G 0 5 K RIC-710 FOIL BACKED 6 D OLB 8 PRECAST WALL PANELS PANELS INSULATION PAN ALUMINUM GURTAINWALL SYSTEM BETWEEN GURTAINWALL w/ CLEAR ANODIZED FINISH = 1-1/2" RIGID INSULATION MULLIONS a 4 2-I/2 METAL STUDS 16 O.G. 2-I/2" METAL STUDS 16" O.G. 2-I/2" METAL STUDS 16" O.G. 2-1/2" METAL STUDS ®16" O.G. H/ 5/8" TYPE "X" G.W.B. w/ 5/8" TYPE "X" G.W.B. 8 w/ 5/8" TYPE "X" G.W.B. 8 a '. w/ 5/8" TYPE "X" G.W.B. & BATT INSULATION; BATT INSULATION SPANDREL 6LA55 BATT INSULATION = BATT INSULATION - O FUTURE ACOUSTICAL CEILING - = SEE 5PECIFICATIONS SPANDREL GLASS 6" METAL STUDS I6" O.G. w/ BATT INSULATION ( . L 6LA55 SPATILE SEEPEG FIGATION5 TOP OF MULLION -� � WIND W5Y5TEM ALUMINUM0 _ - — +10'-0" - w/ CLEAR ANODIZED FIN15H SEE SPEGIFIGATIONS - ALUMINUM WINDOW SYSTEM CENTERLINE OF REVEAL '� +q' -II" BACKER ROD 8 SEALANT ALUMINUM GURTAINWALL SYSTEMS w/ CLEAR ANODIZED FIN15H(D BOTH INSIDE AND OUTSIDE w/ CLEAR ANODIZED FIN15H CONTINUOUS DRIP W CONCRETE G ETE SLAB L B � - BACKER ROD SEALANT 5E L � W CONCRETE SLAB CENTERLINE OF REVEAL : •� . ,; . .. •. ,.,,...,. _ ., , . ; ... �. BOTTOM OF PANEL j CONCRETE SLAB BOTH IN51DE AND OUT5IDE I" INSULATED VISION 6LA55 METAL FLOOR DEGKIN6 - 2 +I5' -I" METAL FLOOR DEGKIN6 +25'-0" FIRST FLOOR SEE SPEGIFIGATIONS - SECOND FLOOR _ SECOND FLOOR CENTERLINE OF REVEAL r BOTTOM OF WINDOW I� z U) 10 a - BOTTOM OF WINDOW . <� BOTTOM OF WINDOW +24'-11" _ +O%'-0" Z 2-1/2" METAL STUDS ® 16" O.G. ALUMINUM GURTAINWALL SYSTEM +15 -oil. ; +15'-O" 5/8" DENS-6LA55 SHEAT+fIN6 F_ Q M - - - - - - - - - - - - - - - W 5/8" TYPE "X" C.W.B. $ w/ CLEAR ANODIZED FINISH FIRE 5AFIN6 FIRE SAFIN6 I EXTERIOR INSULATION FINISH SYSTEM " - -- - _ - - --- FINISH GRADE J � — LL BATT INSULATION _ - -- - 4"x4"A/4" GONTINUOU5 ANGLE i 4"x4"xl/4" CONTINUOUS ANGLE BACKER ROD SEALANT - Q Q STEEL BEAM a SEE STRUCTURAL DR SEE STRUCTURAL DRAWIN65 --- - - _ -_ - - -- w LL- Z CC 8" 8 PRECAST WALL PANELS SPANDREL GLASS 8"PRECAST WALL PANELS Q „ 6l/8 3I/8 6 2 I -I/2 RIGID INSULATION 8 J K . ,�. SEE 5PEGIFICATION5 PERIMETER INSULATION '� Z f� -LLJ 7 FOIL BACKED RIC71D INSULATION PANELS COMPACTED FILL Fm ��_nn V z 01 10" 8" STEEL JOISTS 10" 6" BETWEEN GURTAINWALL O 11 FOUNDATION CQC J MULLIONS CONCRETE —II W G z w SET L DETAIL STEEL GIRDER DETAIL DETAIL SEE STRUCTURAL DRAWIN65 DE AIL C o N G Oui z (/) M Q 1-1/2" = 1'-O" 1-1/2" = I' -O" 1-1/2" = 1'—O" 1-1/2" = 1'-0" a Q U GO l0 GO I'-6" 01 I" INSULATED VISION 6LA55 GO I" INSULATED VISION 6LA55 GO � p Z N m jv z u m o 0 i Y - o z p SEE SPECIFICATIONS SEE SPECIFICATIONS (01/811 3 1/8" 6" 2" 6 V8" 3 Il8" 6" 2" 611511 3 1/8" 8" a o _ o le Ile L. 01 In 0 O U ALUMINUM GURTAINWALL SYSTEM ALUMINUM WINDOW SYSTEM CERTIFIED BY: w/ CLEAR ANODIZED FINISH w/ CLEAR ANODIZED FIN15H _ ALUMINUM 51LL BY 6LA55 AND ALUMINUM 51LL BY 6LA55 AND GLAZING CONTRACTOR TOP OF MULLION GLAZING CONTRACTOR " TOP OF MULLION _ 0 / +18'-0" +18'-0" c - 2-1/2" METAL STUDS ® I6" D.G. 8" PRECAST WALL PANELS - w/ 5/8" TYPE "X" G.W.B. 4 - BATT INSULATION a 0 CONCRETE 5LAB , I Jj - a - NORTH: 2x TREATED WOOD NAILER all _ = 6" METAL STUDS @ 16" O.G. N/ 5/8" TYPE "X" C.W.B. t 6" METAL 5TUD5 ® 16" O.G. w/ 5/8 TYPE X G.H.B. II II 2-1/2 METAL 5TUD5 ® I6 O.G. II 11 2-I/2 METAL STUDS 16 O.G. I BATT INSULATION _ BATT INSULATION w/ 5/8 TYPE X G.W.B. � �' w/ 5/8" TYPE "X" G.W.B. & �� �,� FINISH GRADE BATT INSULATION BATT INSULATION �� SPANDREL GLASS a I/2 �� �� 2-I/2 METAL STUDS � 16 O.G. _ _ - _ SPANDREL 6LA55 SEE SPECIFICATIONS - N a - n u n w/ 5/8 TYPE X6.WB. + SEE SPECIFICATIONS BATT INSULATIONALUMINUM WINDOW SYSTEM _ . ,. + CQ)FUTURE ALUMINUM GURTAINWALL 5Y5TEM _%`� w/ CLEAR ANODIZED FINISH 4 ACOUSTICAL TILE GEILINC w/ CLEAR ANODIZED FINISH %- ��� BACKER ROD $ SEALANT PERIMETER INSULATION z d a - — . ,• •• �. ; � • BOTTOM OF E.LF.S. �, ', J BOTH INSIDE AND OUTSIDE COMPACTED FILL � 4 "J" +25'-0° CONCRETE SLAB CENTERLINE OF REVEAL CONCRETE SLAB \ �� CENTERLINE OF REVEAL Z � o ,� CHANNEL AND SEALANT +15'-I° J CONCRETE FOUNDATION a 8" PRECAST CONCRETE METAL FLOOR DEGKIN6 METAL FLOOR DECKING Ll 2„ SEE STRUCTURAL DRAWIN65 o WALL PANEL 5/8" DEN5-6LA55 SHEATHING SECOND FLOOROIL �� SECOND FLOOR C d d BOTTOM OF MULLION / = BOTTOM OF WINDOW o z I" EXTERIOR INSULATION FINISH SYSTEM a 151-011 '; +15 -O p BACKER ROD $ SEALANT FIRE SAFIN6 FIRE 5AFIN6 LU BOTH IN51DE AND OUTSIDE _n CONTINUOUS BENT PLATE 4"x4"xl/4" CONTINUOUS ANGLE LU °� I" INSULATED V15ION 6LA55 y SEE STRUCTURAL DRAWIN65 SEE STRUCTURAL DRAWIN65 o SEE SPECIFICATIONS 4 „ 2-1/2 METAL STUDS @ 16 O.G. w/ 5/8" TYPE "X" O.H.B. t SPANDREL GLASS 8" PRECAST WALL PANELS LLI 0 0 BATT INSULATION ALUMINUM GURTAINWALL SYSTEM ��' SEE SPECIFICATIONS ¢ cv \ O m w/ CLEAR ANODIZED FINISH STEEL BEAMS .�, 1-1/2" RIGID INSULATION � FOIL BACKED RIC710 0 0 6 ll8" 3 Il8" 6" STEEL BEAM 8" ,`, INSULATION PANELS 8" a ' BETWEEN GURTAINWALL STEEL J015T5 1'-4" 10" 6" �2" MULLIONS 10" 8" SHEET NO. STEEL GIRDER DETA I L DETA I L DETAIL SETA I L DETAILA406 n SIL -_n n WALL 5EGTION DETAIL5 1-1/2" = 1'-O" 1-1/2" = I' -O" I -I/2" = I' -O" I -I/2" = I' -O" I -I/2" = I' -O" CO O 1/4" = 1'-0" DASHED LINE INDIGATE5 5TRUGTURAL BRAG IN6. SEE 5TRUGTURAL DRANIN6c- O O DASHED LINE INDIGATE5 5TRUGTURAL BRAGING. 5EE 5TRUGTURAL DRANIN65 STAIR FLAN -SND FLOOR 1/4" = 1'-0" O O DA5HED LINE INDIGATE5 5TRUGTURAL BRAGIN6. 5EE STRUGTURAL DRAHIN65 STAIR PLAN � IST FLOOR 1/4" = 1'-0" OL TOP OF PANEL IF +47'-0" r TOP OF STEEL +45'-101/2" TµiRn Fi nnR +30'-0" OL TOP OF 5TEEL �- +2q'-8" z0) m W_ r- J lli LU Z D Qj QQCO Q W V ry tvi3 m r, SECOND FLOOR LANDING +22'-6" r- IZ m 5EGOND FLOOR +15'-0" TOP OF STEEL +14'-6 1/2" (Y 1u m OL FIRST FLOOR LANDING r- 1z m OL FIR5T FLOOR TOP OF PANEL +47'-0" GENTERLINE OF REVEAL +46'-0" GENTERLINE OF REVEAL +41'-5" GENTERLINE OF REVEAL SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 / ISI \\\ Indiana Spine \ZAKGroup SEAT 10N n ,n 1/2 1'-O" GENTERLINE OF REVEAL +30'-1 " CENTERLINE OF REVEAL +2a'-111 GENTERLINE OF REVEAL +26-5" CENTERLINE OF REVEAL +24'-11" GENTERLINE OF REVEAL ,i +16-11" GENTERLINE OF REVEAL +15'-111 GENTERLINE OF REVEAL +14'-111 CENTERLINE OF REVEAL ,o +11'-5" CENTERLINE OF REVEAL i 4-11" GENTERLINE OF REVEAL +2'-11 " cn O O (D < W W W LU z U) Q M -00 (0 o �UJ o LLwZ c9< C��Q Z Z=Q —�-Z QC 0� GzW WU) 0 C 0 04 W� �ZU)MQ J a QV -U tm z0) m W_ J lli LU Z D Qj QQCO Q W V U tvi3 CERTIFIED BY: C� QJG No NORTH: ry z O o U - a a p � z co U i o w z 'S' o U -1n wm <o 00 LU m O 0 Cm o O STAIR 5EGTIONS ry 1/2" SQUARE P -k 4" O.G. (TYP.) N 4'-0" (VERIFY) 1-1/2" DIA. PIPE RAILING 1-1/2" DIA. GUARDRAIL STEEL CHANNEL STRINGER L 1-1/2" DIA, PIPE RAILING STAIR TREADS BEYOND CAULK 3 GONG. H/REINFC (SEE 5PE OVER GC 3"X3"XI/ MG 12XIC 3 NOTE: SEE PLANS FOR TREAD i R15ER DIMEN51ON5 DETAIL ?? 1 1/2" = 1'-O" STAIR RA I L I NC ELEVATION 1_1 ]I r,I nnnc IIAhl inn ii G 1-1/2" DIA. GUARDRAIL m T OL TOP OF STEEL VARIES SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 1-1/2" DIA. PIPE RAILING �::.:..... n lana / I/2" DIA. BENT BAR spine I its Group 1/2" SQUARE PIGKET5 4" O.G. (TYP.) 1-1/2" DIA. PIPE RAILING STEEL CHANNEL STRINGER STAIR RAILINO SEC./TION MG12XIO.6 2" GONG. TREAD BY GONG. GONTR. I 1/5"XI 1/8"XI/8" ANGLES 411X4"XI/4"X4"L. CLIP ANGLE H/1/2" RD. EXP. BOLT FLOOR LINE 1 1/2" = 1'—O" 3" GONG. SLAB H/ REINFORCING (SEE SPEC) OVER GORRU- MG12XIO.6 FORM DECKING 2" GONG. TREAD - � H/1" NOSING TYP. BY GONG. GONTR. Cl. i 3"X3"XI/4" LEDGER ANGLE i MGbX20 STEEL CHANNEL i / I NOTE: SEE PLANS FOR TREAD & RISER DIMENSIONS. DETAIL 1 1/2" = 1'—O" 11/2"(P PIPE RAILING MELDED TO TOP OF STRINGER \ MGI2XI0.6 --� � r L 2" GONG. TREAD H/1" N051 NG TYP. i BY GONG. GONTR. 13 4 3" GONG. SLAB H/ REINFORCING (SEE SPEC) OVER GORRU- FORM DECKING z %I i i 3"X3"XI/4" LEDGER ANGLE MGbX20 STEEL i NOTE: SEE PLANS FOR TREAD CHANNEL ff RISER DIMENSIONS. DETAIL 1 1/2" = 1'-0" STAIR FLAN SND FLOOR /T" — 1'-0" 0 STAIR f=LAN IST FLOOR 1/4" = 1'-0.. IT T! 1pn R nnp +30'-0" OL TOP OF STEEL r- +1 Ln W m oL SECOND FLOOR LANDING +22'-6" r- cy w u� m OL SECOND FLOOR +13'-0" OL TOP OF STEEL +14'-6 1/2" IF - LU LU un rV m FIRST FLOOR LANDING +l'-6" T- 4-1 W u� m OL FIRST FLOOR 1�11QI]i 5EC--�lT I ON 1/2" = 1'-0" 0 0 ry (D IW Ld Q CN ks)U) �— � o U-wQ Z �- (D Q (D Q LU Zz=0 25— ~ Z 00 0Q O J 0 GZw (nQ � LO O� 04 w �Z M J F- Q O FU m O z O m o s w Z Y Z O v ¢ O = ll' p cn o o U CERTIFIED BY: '0 NORTH: z O cz z O v z O o � yj a o z U C3 w Z `n O Lo a-21 wm <o s� 00 LU m O \Z\Z 00 SHEET NO. MA • i STAIR 5~rGTIONS 2-LAYER5 5/8" TYPE "X" G.W.B. 4" I-STUD5 @ 24" O.G. T Jill I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB SEE STRUCTURAL DRAWIN65 STEEL BEAM SEE STRUCTURAL DRAWIN65 VARIES SEE STRUCTURAL DRAWIN65 VARIES SEE STRUCTURAL DRAWIN65 DETAIL 1-1/2" = 1'-0" FOR DOOR � SILL :VATOR MANUFACTURER ETE SLAB RUCTURAL DRAWIN65 BEAM RUGTURAL DRAWIN65 AFIN6 -R5 5/8" TYPE "X" G.W.B. 1JD5 @ 24" O.G. -SHIELD 5HAFTLINER c dQ ,n 5-4 5/8" 5'-4 5/8" 51/4 10'-q 1/4" I 1'-1514" 1/4" ARD FLOOR ELEVAi0f;;;� f=LAN 5-4 5O8" 5'-4 5/5" 10 5 1/4" 10'-q 1/4" I '-1314" 5 1/4" 2ND FLOOR ELEVATOR f=LAN 1/4" = 1'—O" OR F LE\/ATOfz;Z FLAN S.G. T5 4"x4"xl/4" FOR 6UIDE RAIL MOUNTING 2-LAYER5 5/8" TYPE "X" G.W.B. 4" -STUDS @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER — CONCRETE SLAB SEE STRUCTURAL DRAWIN65 6 3/4"5 1/4" 4'-0" 011 T5 4"x4"x1/4" FOR 6UIDE RAIL MOUNTING 2-LAYER5 5/8" TYPE "X" G.W.B. 4" I-STUD5 @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE 5LA134" SEE STRUCTURAL DRAWIN65 e 4'-0" 4 -O TOP GUIDE RAIL MOUNT BRACKET TO BE IN5TALLAED A5 REQUIRED ABOVE FIN15HED FLOOR IN OVERHEAD T5 4"x4"A/4" FOR GUIDE RAIL MOUNTING FINISHED CEILING 2-LAYER5 5/5" TYPE "X" G.W.B. 4" 1-51]UD5 @ 24" O.G. 1" FIRE -SHIELD 5HAFTLINER — CONCRETE SLAB SEE STRUCTURAL DRAWIN65 GUIDE RAIL MOUNT BRACKETS AT I'-5" BELOW EACH FINISHED FLOOR LEVEL (TYP.) 6 3/4" 5 1/4" GUIDE RAIL MOUNT BRACKETS AT MID5PAN BETWEEN EACH FIN15HED FLOOR LEVEL MOUNT BRACKET 2-LAYER5 5/8" TYPE "X" 6.W.5. 4" I -STUDS @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB SEE STRUCTURAL DRAWIN65 GUIDE RAIL MOUNT BRACKETS AT 1'-5" BELOW EACH FINISHED 6 3/4" S I/4" FLOOR LEVEL (TYP.) 0 63 PIT LADDER (SHOWN IN FOREGROUND FOR REFERENCE) n SIMMONS ROOF LU 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 VARIES 2-LAYER5 5/5" TYPE "X" 6-H.B. 2 ULJ 4 1-5TUD5 @ 24 O.G. opine W/ Group Q CID0 SAFETY H015T BEAM A5 REQUIRED I" FIRE -SHIELD 5HAFTLINER BY 05HA Ig6.502. SEE STRUCTURAL 0 DRAWIN65 2 LAYERS � _ III FIRE -SHIELD 5HAFTLINER WUJ UJ w ELEVATOR DOOR $ FRAME Jam MY ELEVATOR MANUFACTURER z j - � w v I LIA iY w v ' c� 0 z m o Y Z O w LIJ O 0 0 w _ U m � Q C�p�JG 10 53 406 � 6T �0%4� �3 Q LU NORTH: o s 0 z Q w z o z tv 5-4 5/8" 1 II T5 4"x4"x1/4" FOR l0' -q 1/4" w ' ail I T5 4x4 xl/4 FOR GUIDE RAIL MOUNTING v _� � � Q � � IDE RAIL MOUNTING i 3v O a � U 2-LAYER5 5/8' TYPE X' G.W.B. = 2 -LAYERS 5/8" TYPE "X" G.W.B. 4" I-5TUD5 @ 24" O.G. I 4" I -STUDS @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER I ) I I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB B CONCRETE SLAB SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWIN65 CZ 'Il THIRD FLOOR +50'-0 5 I/4" 4'-0" 4'-0" 5 1/4" 10 6 3/410 I0 T5 4"x4"xl/4" FOR 6UIDE RAIL MOUNTING 2-LAYER5 5/8" TYPE "X" G.W.B. 4" -STUDS @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER — CONCRETE SLAB SEE STRUCTURAL DRAWIN65 6 3/4"5 1/4" 4'-0" 011 T5 4"x4"x1/4" FOR 6UIDE RAIL MOUNTING 2-LAYER5 5/8" TYPE "X" G.W.B. 4" I-STUD5 @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE 5LA134" SEE STRUCTURAL DRAWIN65 e 4'-0" 4 -O TOP GUIDE RAIL MOUNT BRACKET TO BE IN5TALLAED A5 REQUIRED ABOVE FIN15HED FLOOR IN OVERHEAD T5 4"x4"A/4" FOR GUIDE RAIL MOUNTING FINISHED CEILING 2-LAYER5 5/5" TYPE "X" G.W.B. 4" 1-51]UD5 @ 24" O.G. 1" FIRE -SHIELD 5HAFTLINER — CONCRETE SLAB SEE STRUCTURAL DRAWIN65 GUIDE RAIL MOUNT BRACKETS AT I'-5" BELOW EACH FINISHED FLOOR LEVEL (TYP.) 6 3/4" 5 1/4" GUIDE RAIL MOUNT BRACKETS AT MID5PAN BETWEEN EACH FIN15HED FLOOR LEVEL MOUNT BRACKET 2-LAYER5 5/8" TYPE "X" 6.W.5. 4" I -STUDS @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB SEE STRUCTURAL DRAWIN65 GUIDE RAIL MOUNT BRACKETS AT 1'-5" BELOW EACH FINISHED 6 3/4" S I/4" FLOOR LEVEL (TYP.) 0 63 PIT LADDER (SHOWN IN FOREGROUND FOR REFERENCE) n SIMMONS ARCHITECTS, LLC LU 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 2 ULJ _ udiana opine W/ Group Q CID0 L L 0 v � _ WUJ UJ w - w Jam z _ O - w v W G Z W LIA U) o 04 UNC w v ' Ca zz LU 0 z m o Y Z O a Q u LIJ O 0 0 w _ U m CERTIFIED BY: m C�p�JG 10 53 406 � 6T �0%4� �3 � NORTH: o o 5-4 5/8" 1 II z 0 l0' -q 1/4" i ' r 5-4 MY' O O 0 5-4 5/8" 5 1/4",U III 6 3/4" 5'-4 5/8" 5 1/4" 6 3/4" u> 01 01 10'-q 1/4" T— of _ N o I o i 5-4 5/8>" 5-4 5/8" l0' -q 1/4" SEAT I OIC IST O 1/211 11-011 1/2 ROOF VARIES SAFETY H015T BEAM A5 REQUIRED BY OSHA Ig6.502. SEE STRUCTURAL DRAWIN65 2-LAYER5 5/8" TYPE "X" G.W.B. 4" I-5TUD5 @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER FINISHED GEILIN6 CONCRETE SLAB SEE STRUCTURAL DRAWIN65 THIRD FLOOR +30'-0" 2-LAYER5 5/8" TYPE "X" G.W.B. 4" 1-5TUD5 @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB SEE STRUCTURAL DRAWIN65 _ SECOND FLOOR +15'-O" GUIDE RAIL MOUNT BRACKETS AT MID5PAN BETWEEN EACH FIN15HED FLOOR LEVEL MOUNT BRACKET T5 4"x4"x1/4" FOR 6UIDE RAIL MOUNTING 2-LAYER5 5/8" TYPE "X" G.W.B. 4" 1-5TUD5 @ 24" O.G. I" FIRE -SHIELD 5HAFTLINER CONCRETE SLAB SEE STRUCTURAL DRAWIN65 _ FIRST FLOOR +0'-0" 11 RAIL MOUNT BRACKETS AT 1'-5" BELOW EACH FINISHED FLOOR LEVEL (TYP.) SUMP PIT BY 6.G. SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 2 ULJ _ udiana opine Group CID0 0 (D W WUJ UJ Z U) zN M Jam oU_WQ Q 0�< ZZ=� oz Z W G Z W LIA U) o 04 UNC w 0ZU)MQ 0 - Ca zz LU o z m o Y Z O a Q u LIJ O 0 0 w _ U m CERTIFIED BY: C�p�JG 10 53 406 � 6T �0%4� �3 0 NORTH: o o II z 0 v O i a � U o z i � w ) O CZ <O n w LU Q o O m 'Z' O O 00 SHEET NO. A410 ELEVATOR 5EGTION5 20'-0" .10 3'-1111 3'-11" 1'-1" 4'-10" 2" 2" 2" 2" 2" 0 di 4'-q" 2" 1'-I" '001 m 2" 2" 20'-0" 4'-10" 414" 2" 2" 4'-4" 2" 2" D5 D6 DOOR ELEVATIONS 4'-4" 11 ol 2" 2" N 3'-4" 2" 2" FI F2 FRAME ELEVATIONS 1/4" = 1'-0" 3'-0" I I I 13'-10 3/8" 3'-101/8" 3'-11" 3'-11" I'-3 1/2' 2" 2" 2" 2" 2" N A i N Spine , , N Group FRAME o = , 0 di 4'-q" 2" 1'-I" '001 m 2" 2" 20'-0" 4'-10" 414" 2" 2" 4'-4" 2" 2" D5 D6 DOOR ELEVATIONS 4'-4" 11 ol 2" 2" N 3'-4" 2" 2" FI F2 FRAME ELEVATIONS 1/4" = 1'-0" 3'-0" I I I 13'-10 3/8" 3'-101/8" 3'-11" 3'-11" I'-3 1/2' 2" 2" 2" 2" 2" N A zSIZE O i Spine , , Group FRAME FRAME , X O Z �- 77 REMARKS N � 3'-10 18" 01 2" 2" 2" 2" 13'-10 3/8" 1 15'-0" 4141 211 2" 4'-10" 2.. 12" 3 0 A. 0 4'-0" le w 4'-0" 414" 4'-10" I' -I" 3'-0" '0 2" 15'-0" 2" 2" 211 D8 Dq N q'-4" 10 J101 4'-10" 2" 2" 2" N N 4'-10" 2" 2" 2" q'-4.. D4 DOOR AND FRAME SCHEDULE - 1ST FLOOR zSIZE O i Spine , , Group FRAME FRAME N N 4'-10" 2" 2" 2" q'-4.. D4 DOOR AND FRAME SCHEDULE - 1ST FLOOR zSIZE O DOOR Spine Group FRAME FRAME FRAME X O Z �- W LLI 111 REMARKS Wto W l►J Z < W W Q W J 11 O W -1 < W W 1- W l� Z W W Q l� DETAILS z _ _ v- 2 F- CD Q X- 2 Z O -1W lSl IOTA PR. 4'-0" 8'-O" 1 3/4" AL - DI - - AL - DI - - - - - - I AUTOMATIC DOOR OPENER IOIB PR. 4'-0" 8'-O" 13/4" AL - D2 - - AL - 02 - - - - - - 1 AUTOMATIC DOOR OPENER 102A 4'-0" 8'-0" 1 3/4" HD - D3 - - HM - FI - - - - - - I AUTOMATIC DOOR OPENER 1025 4'-0" 8'-O" 1 3/4" AL - D4 - - AL - D4 - - - - - - 4 AUTOMATIC DOOR OPENER 103A 4'-0" 8'-0" 13/4" HM - D3 - - HM - FI - - - - - - 5 - 103B 4'-0" 8'-O" 13/4" HM - D3 - - HM - FI - - - - - - 8 CARD READER AGGE55 104A 4'-0" 8'-O" 13/4" WD - D5 - - HM - FI - - - - - G q GARD READER AGGE55 1048 PR. 4'-0" 8'-O" 1 3/4" AL - GHI - - AL - CHI - - - - - - 10 GARD READER AGGE55 105 4'-0" 8'-0" - - - - - - - - - - - - - - - - ELEVATOR DOOR / GARD READER AGGE55 106 4'-0" 8'-0" 13/4" HM - D3 - - HM - FI - - - - - - 5 - IOIA 4'-0" 8'-O" 13/4" HM - D3 - - HM - D6 - - - - - - 6 - IO-fB 4'-0" 5'-0" 13/4" AL - D6 - - HM - D6 - - - - - - 2 INTERCOM AGGE55 / ELECTRIC STRIKE IOIG 4'-0" 5'-0" 13/4" AL - D6 - - HM - D6 - - - - - - 2 - 108 3'-0" 8'-O" 1 3/4" HD - DI - - HM - F2 - - - - - G 12 GARD READER AGGE55 IOq 4'-0" 5'-0" 13/4" HM - D3 - - HM - FI - - - - - G 13 - 110 4'-0" 8'-0" - - - - - - - _ _ _ _ _ - - - - ELEVATOR DOOR IIIA 3'-0" 8'-0" 1 3/4" HD - Dl - - HM - F2 - - - - - G I I GARD READER AGGE55 IIIB 3'-0" 5'-0" 1 3/4" AL - GH2 - - AL - GH2 - - - - - - 14 GARD READER AGGE55 112 3'-0" 5'-0" 13/4" AL - P5 - - AL - D8 - - - - - - 3 - DOOR AND FRAME SCHEDULE - 2ND FLOOR Indiana DOOR Spine Group FRAME FRAME REMARKS X REMARKS SIZE DETAILS DETAILS Z O z O W CID O N CIDd O N E- z W W kD W J iZr W to Z O Z Q d Z O _ aL O V WN =1W O 4 1L O W F- l� j cfi 4 Q CCD Q J J Z t- tu Q X H- cl U W U i J 6 U W < X -7 cf1 1 11-1 cfl 201 3'-0" 5'-0" 1 3/4" HD - DI - - HM - F2 - - - - - G 12 GARD READER AGGE55 202 4'-0" 5'-0" 1 3/4" HD - D5 - - HM - FI - - - - - G q GARD READER AGGE55 203 4'-0" 8'-O" - - - - - - _ _ _ _ _ _ - - - - ELEVATOR DOOR / GARD READER AGGE55 204 4'-0" 8'-0" - - - - - - - - - - - - - - - - ELEVATOR DOOR / GARD READER AGGE55 205 3'-0" 8'-O" 13/4" WD - DI - - HM - F2 - - - - - G II - DOOR AND FRAME SCHEDULE - 5RD FLOOR Indiana DOOR Spine Group FRAME REMARKS z51ZE DETAILS O -�O O Z CIDd N d W LLJ L W W d Z X Z Q z O O V cfi 4 1.L O J tu 4 p m -j cl W 2 K 2 y- 0 J W J 6 v- a- < < -1 W OL _j W J W Q 301 3'-0" 8'-0" 1 3/4" HD - DI - - HM - F2 - - - - - G 12 GARD READER AGGE55 302 4'-0" 8'-O" 1 3/4" HD - D5 - - HM - FI - - - - - G q GARD READER AGGE55 303 4'-0" 8'-0" - - - - - - - _ _ _ _ _ _ _ - - ELEVATOR DOOR / GARD READER AGGE55 304 4'-0" 8'-0" - - - - - - - _ _ _ _ _ _ - - ELEVATOR DOOR / GARD READER AGGE55 305 3'-0" 8'-O" 13/4" HD - DI - - HM - F2 DOOR AND FRAME SCHEDULE - ROOF Indiana DOOR Spine Group FRAME REMARKS zLIA51ZE DETAILS O J O z LUa- N d W LLJ > W W d N Z Q z O O V cfi 4 1.L O �- tu 4 p m -j i - Q K W zjV W 0 OL _j W J W Q J W 4) 401A 4'-0" 6'-0" 13/4" HM - Dq - - HM - F3 - - - - - - 8 - 401B 4'-0" 6-0" 13/4" HM - Dq - - HM - F3 - - - - - - 8 - SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 00 O D O o � W LU W LLJ z cn > Q M J_ -C) Cn W 111_ o LLWz (D Q UIQ Z E z z�Z m Q Q0 �z � w0_ W ��� � a- UNC LU zU)MQ mo z O m w_ z Q Q `fl tY w m O O z � u IC) CERTIFIED BY; � pJG 0�� N cj O0 NO SHEET NO. DOOR AND FRAME DETAILS Indiana Spine Group 00 O D O o � W LU W LLJ z cn > Q M J_ -C) Cn W 111_ o LLWz (D Q UIQ Z E z z�Z m Q Q0 �z � w0_ W ��� � a- UNC LU zU)MQ mo z O m w_ z Q Q `fl tY w m O O z � u IC) CERTIFIED BY; � pJG 0�� N cj O0 NO SHEET NO. DOOR AND FRAME DETAILS A e 20'-0" 4 a 2" 4'-10" 2.. 4'-10" 2.1 GWI �URiA I NWALL ELEVATIONS 5'-0" V. 11 4'-8" 2 1 V15ION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) THIRD FLOOR 5PANOREL 6LA55 SEE SPEGIFIGATION5 (TYPICAL) VISION PANEL 6LA55 SEE 5PEGIFIGATIONS (TYPICAL) SPANDREL 6LA55 SEE SPEGIFIGATION5 (TYPICAL) SECOND FLOOR +15'-O" 5PANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) 10'-0" 01 4 a 2" 4141 2" Af 20'-0" 4 a 2" 4'-10" 2.1 4'-10" 2.. 4' -all 2" VISION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) -;� SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) THIRD FLOOR +45'-0" Al i 0. Group SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) V15ION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) i o FIRST FLOOR 3'-0" I' -l" 4'-10" 4'-10" 01 2" 2" 202"0 2" , L Gl^12 r 15'-0" J. 4'-q" 2" 4'-10" 4' a.. 2 0�0 1 SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) SECOND FLOOR +15'-0" N N =1. FIRST FLOOR h +0._O.. 15'-0" 11 7 01 111 4 a 2" 2.1 4 a 2" 41-1011 2.1 � �� 2O�_O�� 2" 21"4 -a 4 -10 4'-10" WI O W3 W4 25'-0" 501-0.1 01 11 11 4'-a" 2 4'-10" 2 4'-10" 2 4'-10" 2 4'-a" 211 414" 2 4'-10" 2 4'-10" 211 4'-10" 2 4'-10" 211 2 I . - J OC�OC�O ELEVATIONS GW3 V15ION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) 5PANDREL 6LA55 SEE SPECIFICATIONS (TYPI GAL) THIRD FLOOR +45'-0" SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) VISION PANEL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) 5PANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) SECOND FLOOR SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) FIRST FLOOR h +01-0 N IT N 4� o 25'-0" �� 211 II 211 �� 2" �� 211 II 211 4-a 4-10 4-10 4-10 4-a GW4 VISION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) SPANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) THIRD FLOOR +45'-0" SPANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPIGAL) VISION PANEL 6LA55 SEE 5PEGIFIGATIONS (TYPICAL) SPANDREL GLA55 SEE SPECIFICATIONS (TYPICAL) SECOND FLOOR +IS' -0" SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 � . Indiana Al i 0. Group ELEVATIONS GW3 V15ION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) 5PANDREL 6LA55 SEE SPECIFICATIONS (TYPI GAL) THIRD FLOOR +45'-0" SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) VISION PANEL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) 5PANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) SECOND FLOOR SPANDREL 6LA55 SEE SPECIFICATIONS (TYPICAL) FIRST FLOOR h +01-0 N IT N 4� o 25'-0" �� 211 II 211 �� 2" �� 211 II 211 4-a 4-10 4-10 4-10 4-a GW4 VISION PANEL 6LA55 SEE SPECIFICATIONS (TYPICAL) SPANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPICAL) THIRD FLOOR +45'-0" SPANDREL 6LA55 SEE 5PEGIFIGATION5 (TYPIGAL) VISION PANEL 6LA55 SEE 5PEGIFIGATIONS (TYPICAL) SPANDREL GLA55 SEE SPECIFICATIONS (TYPICAL) SECOND FLOOR +IS' -0" SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656-3500 Fax (317) 656-3501 � . Indiana Al i ne 0. Group V u L 0 LU —Il -- U 0 �— d� W W W z cn _QN M U) �C)IT C) o LLWZ (9 Q 02Q z ozz2:0 � � mQQ�- O 7 _ -Zw LLI :;;R,o � LO K oUNC Z U) MQ a _ Q�0 LLI o N n } Z m o o m w Z Z Y O U ¢ LU Q _ p O to D U CERTIFIED BY: -�� �, �6 NORTH: SHEET NO. A502 WINDOW � GURTAINWALL ' 11VIA 131f412 JFA 4:lLllrY BIDDING ONLY NOT FOR CONSTRUCTION 06/30/10 13225 NORTH MERIDIAN STREET CARMEL, INDIANA 46032 O J CIVIL ENGINEER: AMERICAN STRUCTUREPOINT HVAC DESIGN: VECTOR CONSULTING LLC H-001 HVAC SYMBOLS & ABBREVIATIONS H-201 FIRST FLOOR HVAC PLAN H-202 SECOND FLOOR HVAC PLAN H-203 THIRD FLOOR HVAC PLAN H-204 ROOF HVAC PLAN H-501 HVAC DETAILS H-502 HVAC DETAILS H-601 HVAC SCHEDULES LU V _LU � O LANDSCAPE ARCHITECT: SIMMONS ARCHITECTS, LLC. ELECTRICAL DESIGN: VECTOR CONSULTING LLC L101 LANDSCAPE PLAN E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS E-201 FIRST FLOOR LIGHTING PLAN E-202 FIRST FLOOR POWER / SYSTEMS PLAN E-203 SECOND FLOOR LIGHTING PLAN E-204 SECOND FLOOR POWER / SYSTEMS PLAN E-205 THIRD FLOOR LIGHTING PLAN E-206 THIRD FLOOR POWER / SYSTEMS PLAN E-207 ROOF LIGHTING PLAN E-208 ROOF POWER / SYSTEMS PLAN E-401 I ELECTRICAL DETAILS E-4021 ELECTRICAL DETAILS STRUCTURAL ENGINEER: SMITH/ROBERTS & ASSOCIATES, INC. E-501 ONE -LINE POWER PLAN E-502 ELECTRICAL SCHEMATICS E-503 ELECTRICAL SCHEMATICS F101 FOUNDATION PLANFOR F102 DUMPSTER ENCLOSURE FOUNDATION PLAN F201 FOUNDATION DETAILS F202 FOUNDATION DETAILS AND GENERAL NOTES S101 SECOND FLOOR FRAMING PLAN S102 THIRD FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S104 SCREENWALL / PARAPET FRAMING PLAN S201 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS S203 STRUCTURAL DETAILS S204 STRUCTURAL DETAILS AND GENERAL NOTES PR0J__ECT__TEAM OWNER DESIGN - BUILDER - - -- - - - - - - - -- ISG REAL ESTATE INVESTMENTS, LLC BROWNING CONSTRUCTION- INC. 8402 HARCOURT ROAD 6100 WEST 96TH STREET 600 SUITE 250 INDIANAPOLIS, INDIANA 46260 INDIANAPOLIS, INDIANA 46278 PHONE (317) ???-???? PHONE (317) 344-7373 ???-... . FAX (317 ... ) 7777 FAX (317) 344-7473 _ STRUCTURAL ENGINEER ARCHITECTA301 SIMMONS ARCHITECTS, LLC. SMITH/ROBERTS & ASSOCIATES, INC. - - - - -- - - --- ---- - - -- - -- - - -- - - -- - 305 EAST NEW YORK STREET 405 MASSACHUSETTS AVENUE INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46204 PHONE (317) 656-3500 PHONE - (317) 951-1043 FAX (317) 656-3501 FAX - (317) 951-2160 LANDSCAPING ARCHITECT CIVIL ENGINEER SIMMONS ARCHITECTS, LLC.AMERICAN STRUCTUREPOINT, INC.OCCUPANCY: 305 EAST NEW YORK STREET 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46256 PHONE 317 656-3500 PHONE 317 547-5580 FAX (317) 656-3501 FAX (317) 543-0270 HVAC DESIGN ELECTRICAL DESIGN VECTOR CONSULTING, LLC VECTOR CONSULTING, LLC 1005 NORTH SENATE AVENUE 1005 NORTH SENATE AVENUE INDIANAPOLIS, INDIANA 46202 INDIANAPOLIS, INDIANA 46202- PHONE - (317) 632-4444 PHONE - (317) 632-4444 FAX - (317) 632-4960 FAX - (317) 632-4960 PLUMBING DESIGN FIRE PROTECTION - -- - - - - - VECTOR CONSULTING, LLC 1005 NORTH SENATE AVENUE INDIANAPOLIS, INDIANA 46202 PHONE - (317) 632-4444 FAX - 317 632-4960 CODE I N FORMATION BUILDING SQUARE FOOTAGE: -- - - - - - - -- - _ - -lndiUAbKna FIRST FLOOR 23,475 SQUARE FEET SECOND FLOOR 18,375 SQUARE FEET THIRD FLOOR 18,375 SQUARE FEET CLIENT LOGO s ine Group S301 BRACE ELEVATIONS AND DETAILS ARCHITECT: SIMMONS ARCHITECTS, LLC. PLUMBING DESIGN: VECTOR CONSULTING LLC INDEX & COVER SHEET P-001 ELECTRICAL SYMBOLS & ABBREVIATIONS A201 FLOOR PLAN - FIRST FLOOR P-200 FOUNDATION PLUMBING PLAN A202 FLOOR PLAN - SECOND FLOOR P-201 FIRST FLOOR PLUMBING PLANSUITE A203 FLOOR PLAN - THIRD FLOOR P-202 SECOND FLOOR PLUMBING PLAN BUILDING TOTAL 60,225 SQUARE FEET CONSTRUCTION TYPE: -- _- IEE- B B -OFFICE APPLICABLE BUILDING CODES_ : - 2008 INDIANA BUILDING CODE ( 2006 INTERNATIONAL BUILDING CODE) 2008 INDIANA FIRE CODE (2006 INTERNATIONAL FIRE CODE) INDIANA ACCESSIBILITY CODE (ICC/ANSI 117.1-2003) INDIANA ELEVATOR SAFETY CODE (675 IAC 21-3 ELEVATOR SAFETY CODE, EFFECTIVE 12/15/06) INDIANA ENERGY CONSERVATION CODE (CABO 1992 EDITION) 2008 INDIANA MECHANICAL CODE ( 2006 INTERNATIONAL MECHANICAL CODE) INDIANA ELECTRICAL CODE ( 2005 EDITION - NFPA 70-2005) 1999 INDIANA PLUMBING CODE ( 1997 UNIFORM PLUMBING CODE) 2008 INDIANA FUEL GAS CODE ( 2006 INTERNATIONAL FUEL GAS CODE) A204 ROOF PLAN P-203 THIRD FLOOR PLUMBING PLAN A205 ROOF SCREENWALL ELEVATIONS & DETAILS P-204 ROOF PLUMBING PLAN A206 ROOF PLAN DETAILS P-401 PLUMBING DETAILS A207 DUMPSTER ENCLOSURE PLAN, ELEVATIONS &DETAILS P-601 PLUMBING SCHEDULES A208 PLAN DETAILS P-602 PLUMBING SCHEDULES EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTION DETAILS A407 STAIR SECTIONS & DETAILS A408 STAIR SECTIONS & DETAILSLU A409 STAIR / ELEVATOR A4110 ELEVATOR SECTIONS &TIONS DETAIL�S DETAILS FIRE PROTECTION A501 DOOR SCHEDULE AND DETAILS A502 WINDOW & CURTAINWALL DETAILS SITE MAP w m o Fn U � Q Woo Qom � N � O LL HVAC SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ABBREVIATIONS ABBREVIATIONS ACC AIR COOLED CONDENSER LD LINEAR SLOT SUPPLY AIR DIFFUSER ACCU AIR COOLED CONDENSING UNIT LF LINEAR FEET ACHP AIR COOLED HEAT PUMP LR LINEAR SLOT RETURN AIR DIFFUSER AFF ABOVE FINISHED FLOOR LVR LOUVER AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE APPROX APPROXIMATELY MAT MIXED AIR TEMPERATURE ARCH ARCHITECT MAU MAKEUP AIR UNIT AS AIR SEPARATOR MAX MAXIMUM ATM ATMOSPHERIC MBH 1000 BTU PER HOUR B BOILER MC MECHANICAL CONTRACTOR BCU BLOWER COIL UNIT MCA MINIMUM CIRCUIT AMPACITY BDD BACK DRAFT DAMPER MECH MECHANICAL BHP BRAKE HORSEPOWER MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BTU BRITISH THERMAL UNIT MT MOUNT BTUH BTU PER HOUR N/A NOT APPLICABLE BTM BOTTOM NC NOISE CRITERIA "C DEGREES CELSIUS NG NATURAL GAS CEIL CEILING NPSH NET POSITIVE SUCTION HEAD CFM CUBIC FEET PER MINUTE OA OUTDOOR AIR CH CHILLER OAT OUTDOOR AIR TEMPERATURE CO CLEAN OUT P PUMP COP COEFFICIENT OF PERFORMANCE PD PRESSURE DROP CRAC COMPUTER ROOM AIR CONDITIONER PH PHASE CT COOLING TOWER PSI POUNDS PER SQUARE INCH CUH CABINET UNIT HEATER PSIA POUNDS PER SQUARE INCH ABSOLUTE CW COLD WATER PSIG POUNDS PER SQUARE INCH GAGE DB DRY BULB PRIES PRESSURE DIA OR 0 DIAMETER PTAC PACKAGED TERMINAL AIR CONDITIONER DWG DRAWING PTHP PACKAGED TERMINAL HEAT PUMP DX DIRECT EXPANSION PWR POWER EAT ENTERING AIR TEMPERATURE RA RETURN AIR EBB ELECTRIC BASEBOARD RAT RETURN AIR TEMPERATURE EC ELECTRICAL CONTRACTOR RAC ROOM AIR CONDITIONER EDH ELECTRIC DUCT HEATER RCP RADIANT CEILING PANEL EER ENERGY EFFICIENCY RATION RD ROUND SUPPLY AIR DIFFUSER EF EXHAUST FAN RG RETURN AIR GRILLE EFF EFFICIENCY RH RELIEF HOOD EG EXHAUST AIR GRILLE RHC REHEAT COIL EL ELEVATION RPM REVOLUTIONS PER MINUTE ELEC ELECTRIC RTU ROOFTOP UNIT ENT ENTERING SA SUPPLY AIR EQUIP EQUIPMENT SAN SANITARY ESP EXTERNAL STATIC PRESSURE SAT SUPPLY AIR TEMPERATURE ET EXPANSION TANK SD SQUARE SUPPLY AIR DIFFUSER EWH ELECTRIC WALL HEATER SENS SENSIBLE HEAT EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN EX EXISTING SG SUPPLY AIR GRILLE EXH EXHAUST SPEC SPECIFICATION F FURNACE SQ FT SQUARE FEET "F DEGREES FAHRENHEIT STD STANDARD FCU FAN COIL UNIT TCC TEMPERATURE CONTROL CONTRACTOR FD FIRE DAMPER/FLOOR DRAIN TEMP TEMPERATURE FOB FLAT ON BOTTOM TD TEMPERATURE DIFFERENCE FOT FLAT ON TOP TOD TOP OF DUCT FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE FPVAV FAN -POWERED VAV BOX TSTAT THERMOSTAT FTR FIN TUBE RADIATION TOT TOTAL HEAT GAL GALLONS TYP TYPICAL GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR UR URINAL GFI GROUND FAULT INTERRUPTER UV UNIT VENTILATOR GPH GALLONS PER HOUR V VOLT GPM GALLONS PER MINUTE VAV VARIABLE AIR VOLUME GSHP GROUND SOURCE HEAT PUMP VD VOLUME DAMPER HB HOSE BIB VEL VELOCITY HOA HAND -OFF -AUTOMATIC VERT VERTICAL HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HTG HEATING VOL VOLUME HVAC HEATING VENTILATING AND AIR CONDITIONING VPAC VERTICAL PACKAGED AIR CONDITIONER HVU HEATING AND VENTILATING UNIT VTR VENT THROUGH ROOF HW HOT WATER VVT VARIABLE VOLUME AND TEMPERATURE HX HEAT EXCHANGER W/ WITH HZ HERTZ WB WET BULB IH INTAKE HOOD WC WATER CLOSET IN INCH WG WATER GAUGE INCL INCLUDING WH WALL HYDRANT INSUL INSULATION WSHP WATER SOURCE HEAT PUMP KW KILOWATT WT WEIGHT KWH KILOWATT HOUR WTR WATER LAT LEAVING AIR TEMPERATURE WPD WATER PRESSURE DROP LAV LAVATORY XFMR TRANSFORMER LB POUND YCO YARD CLEAN OUT CWS CWR CS CR HWS HWR HCS HCR HPWS HPWR HPS MPS LPS HPC MPC LPC PC CD D MU AN FOD FOS FOR FOV RL RS RD HGB CPR G PIPING LEGEND CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN HEATING/CHILLED WATER SUPPLY HEATING/CHILLED WATER RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM HIGH PRESSURE CONDENSATE RETURN MEDIUM PRESSURE CONDENSATE RETURN LOW PRESSURE CONDENSATE RETURN PUMPED CONDENSATE CONDENSATE DRAIN DRAIN MAKEUP WATER ATMOSPHERIC VENT FUEL OIL DISCHARGE FUEL OIL SUCTION FUEL OIL RETURN FUEL OIL VENT REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT DISCHARGE HOT GAS BYPASS CHILLER PRESSURE RELIEF DISCHARGE NATURAL GAS DIRECTION OF FLOW DIRECTION OF PITCH EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS CAP CLEAN OUT DROP REDUCER RISE TEE - BOTTOM CONNECTION TEE - SIDE CONNECTION TEE - TOP CONNECTION 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE AIR VENT - AUTOMATIC AIR VENT - MANUAL BALL VALVE -� r�-- BUTTERFLY VALVE CHECK VALVE FLOW CONTROL VALVE -AUTOMATIC FLOW CONTROL VALVE - MANUAL -�a---- GATE VALVE P PRESSURE GAUGE PRESSURE REDUCING VALVE P/T PLUG RELIEF VALVE Y STRAINER W/ BLOW DOWN VALVE �\ I THERMOMETER UNION DUCTWORK SYMBOLS O RTU -1 O FCU -1 © AHU-1 S2-200 JVD► 0 N M THERMOSTAT/SENSOR WITH CONTROLLED DEVICE TAG RELATIVE HUMIDITY SENSOR WITH CONTROLLED DEVICE TAG CO2 SENSOR WITH SYSTEM DEVICE TAG DIFFUSER/GRILLE TAG SHOWING DEVICE TYPE AND CFM AIRFLOW DIRECTION MANUAL VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER ROUND FLEXIBLE DUCTWORK 360/DUCT SIZE (36" ROUND SHOWN); 36/208 DENOTES 36"x20" FLAT OVAL BOD=9'-10" BOTTOM OF DUCT ELEVATION ABOVE FINISHED FLOOR ELBOW WITH TURNING VANES AD ACCESS DOOR DUCT SIZE (36"x20" RECTANGULAR, FIRST DIMENSION LISTED IS DIMENSION SHOWN IN VIEW) 36/20 LINED DUCT INTERNALLY LINED WITH INSULATION (DUCT DIMENSIONS SHOWN ARE OUTSIDE DIMENSIONS) SUPPLY DUCT UP SUPPLY DUCT DOWN I:T�111:7►/l /:/:ll>; ilI� "wl RETURN/EXHAUST DUCT DOWN DRAWING SYMBOLS sCONNECT TO EXISTING QDRAWING REVISION NUMBER 0 PLAN NOTE NUMBER OTRANSFER AIR DUCT DESIGNATOR OA RETURN AIR BOOT DESIGNATOR 2 H401 2 H401 SECTION NUMBER WITH SHEET REFERENCE DETAIL NUMBER WITH SHEET REFERENCE GENERAL NOTES: 1. INSTALLATIONS SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, CODES, AND GOVERNING JURISDICTIONS, ETC., 2. DRAWINGS ARE SCHEMATIC IN NATURE AND SHOW GENERAL AREAS FOR PIPING AND DUCTWORK ROUTING. COORDINATE PIPING AND DUCTWORK WITH ALL OTHER TRADES (FIRE PROTECTION, PLUMBING, STRUCTURAL, ELECTRICAL, ETC.) BEFORE FABRICATION. DUCTWORK ELEVATIONS SHALL BE COORDINATED WITH OTHER TRADES BEFORE FABRICATION. 3. COORDINATE ALL OPENINGS IN ROOF, FLOORS, OR WALLS WITH GENERAL CONTRACTOR AND STRUCTURAL CONTRACTOR PRIOR TO ANY WORK. 4. ANY CONFLICT OR DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL RESULT IN THE MOST STRINGENT APPLICATION AND SHOULD BE BID AS SUCH. CONTRACT DOCUMENTS CONSIST OF BOTH PROJECT MANUAL AND DRAWINGS AND BOTH ARE MEANT TO BE COMPLEMENTARY - ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. 5. EQUIPMENT AND MANUFACTURERS SCHEDULED ARE INTENDED TO SHOW A MINIMUM STANDARD OF QUALITY, AND ARE NOT INTENDED TO LIMIT COMPETITION. REFERENCE THE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. IF THE CONTRACTOR PROVIDES EQUIPMENT OTHER THAN BY THE MANUFACTURER SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE EQUIPMENT FITS IN THE DELEGATED SPACE (INCLUDING ANY REQUIRED CLEARANCES) AND TO PROVIDE ANY ADDITIONAL WORK OR ACCESSORIES RESULTING FROM THE SUBSTITUTED EQUIPMENT. 6. ALL PIPING AND DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE AND BETWEEN JOISTS WHERE POSSIBLE. CONTRACTOR SHALL COORDINATE PRIOR TO ISSUING SHOP DRAWINGS. 7. CONTRACTOR SHALL THOROUGHLY EXAMINE THE WORK OF OTHER CONTRACTORS PRIOR TO SUBMITTING A BID PROPOSAL AND SHOP DRAWINGS. 8. CLEARANCES INDICATED ARE BASED UPON BEST AVAILABLE ARCH ITECTURAUSTRUCTURAL INFORMATION. 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H=203 U J rJ� L..J z co L Z�° 0 w c��� � "T p � W pT�C� Q Lom NO*- In0dianava1 m1mli e :; Roup O O 0� W w J W W W Z 0 _ � Q M V -�-� ���� J < W Q Q ,� � z V c� Q C) Q z Z o Z z a mQQ�- C,� - 2zw W 0Q��� N a0N � co a. uj J w n Q�U Lu a U m Q o = Lu Co Z Y m Z z w m � CERTIFIED BY: cn \�`...> FAQ\� ��... NORTH: 0 U N F5 Z o g ,L a_ o � z U W o �r N Z � O �Z �� 0 �m a N L� O O W Q N M 47, O O W SHEET N0. RTU SCHEDULE HUMIDIFIER TAG RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 � Z MANUFACTURER AAON AAON AAON AAON AAON � MODEL NUMBER 70 70 18 20 31 D2 CURB HEIGHT 16 16 16 16 16 WHITE POWDER COAT V -PH -HZ 460/60/3 460/60/3 460/60/3 460/60/3 460/60/3 XT -150 SUPPLY FAN MOTOR HP 2 @ 15 2 @ 10 7.5 5 3 UEXHAUST FAN MOTOR HP 5 5 3 3 NONE 1,2 12/10 5 w w KW VAV 1.06 50.3 � ELEC COIL KW 110 40 20 20 120 DISCONNECT MCA 170 156 47 50 150 iU D6 24 x 24 10"0 31 w PRICE w MOCP 175 175 60 60 175 32 ELEC CONNECTION SINGLE POINT SINGLE POINT SINGLE POINT SINGLE POINT SINGLE POINT D8 DISC EC EC EC EC EC WHITE POWDER COAT TOTAL CFM 17,800 17,600 6,600 7,000 4,990 Q O/A CFM 4,450 2,640 660 1,100 4,990 24 x 12 - 30 EGGCRATE PRICE 80 WHITE POWDER COAT � ESP 2.5" 2" 1.5" 1.5" 1" VAV 1.14 EXH FAN CFM 16,000 14,960 5,960 5,900 NONE - O/A TEMPERATURE 95/78 95/78 95/78 95/78 95/78 O Z_ EAT DB 77 77 77 78 95 J O EAT WB 65 64 64 65 78 O U TOTAL MBH 740 751 198 233 380 1,2,3 SENSIBLE MBH 515 524 166 185 207 7 NOTES 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 120 1. FULL PERIMETER ROOF CURB WITH ISOLATION RAIL � 2. ECONOMIZER WITH DIFFERENTIAL ENTHAPLY CONTROLS 1,2,3 3. POWER EXHAUST WITH VFD AND SPACE STATIC PRESSURE CONTROLS E3 24 x 24 Z 4. SUPPLY FAN VFD WITH BYPASS SINGLE DEFLECTION 5. RETURN SMOKE DETECTOR BY EC DIFFUSER AND GRILLE SCHEDULE co H=601 HUMIDIFIER SCHEDULE NOM SIZE TAG MAX NC H-1 MFR MODEL FINISH NOTES PRICE SDV-08 D1 24 x 24 6"0 15 SQUARE DIFFUSER PRICE SPD MANUFACTURER 1, 2 DRI -STEAM D2 24 x 24 8"0 20 SQUARE DIFFUSER PRICE SPD WHITE POWDER COAT 1, 2 270 D3 24 x 24 MODEL 20 XT -150 PRICE SPD CAPACITY 1,2 150 LBS/HR D4 24 x 24 V -PH -HZ 25 460/60/3 PRICE U WHITE POWDER COAT 1,2 12/10 5 w w KW VAV 1.06 50.3 520 250 80 12/10 4 D5 24 x 48 DISCONNECT 30 EC PRICE RFD NOTES 1,2,3 � D6 24 x 24 10"0 31 w PRICE RFD WHITE POWDER COAT 1,2,3 1,2,3 z 24 x 48 12"0 32 RADIAL FLOW - 900 PRICE DIFFUSER AND GRILLE SCHEDULE co H=601 TAG TAG NOM SIZE NECK MAX NC TYPE MFR MODEL FINISH NOTES PRICE SDV-08 D1 24 x 24 6"0 15 SQUARE DIFFUSER PRICE SPD WHITE POWDER COAT 1, 2 830 D2 24 x 24 8"0 20 SQUARE DIFFUSER PRICE SPD WHITE POWDER COAT 1, 2 270 D3 24 x 24 10"0 20 SQUARE DIFFUSER PRICE SPD WHITE POWDER COAT 1,2 J D4 24 x 24 12"0 25 SQUARE DIFFUSER PRICE SPD WHITE POWDER COAT 1,2 12/10 5 460-3-60 1,2,3 VAV 1.06 PRICE SDV-08 520 250 80 12/10 4 D5 24 x 48 12"0 30 RADIAL FLOW - 1800 PRICE RFD WHITE POWDER COAT 1,2,3 � D6 24 x 24 10"0 31 RADIAL FLOW - 1800 PRICE RFD WHITE POWDER COAT 1,2,3 1,2,3 D7 24 x 48 12"0 32 RADIAL FLOW - 900 PRICE RFD WHITE POWDER COAT 1,2,3 VAV 1.10 D8 16 X 12 16X12 30 SIDE WALL DBL DEFL (ALUM) PRICE 620 WHITE POWDER COAT 1 PRICE SDV-12 S1 48" - 25 TWO SLOT PRICE SDB1100 VAV 1.12 1,2 1270 R1 24 x 12 - 30 EGGCRATE PRICE 80 WHITE POWDER COAT 1,2 a 100 14/12.5 4 460-3-60 1,2,3 VAV 1.14 PRICE SDV-06 270 270 � R2 24 x 24 - 30 EGGCRATE PRICE 80 WHITE POWDER COAT 1,2 w E1 12 x 12 - 30 SINGLE DEFLECTION PRICE 60 WHITE POWDER COAT 1,2 6.5 E2 24 x 12 - 30 SINGLE DEFLECTION PRICE 60 WHITE POWDER COAT 1,2 460-3-60 1,2,3 VAV 1.18 PRICE SDV-12 1190 1190 120 16/15 7 460-3-60 1,2,3 VAV 1.19 PRICE SDV-12 1350 1350 120 16/15 8 460-3-60 1,2,3 VAV 1.20 E3 24 x 24 - 30 SINGLE DEFLECTION PRICE 60 WHITE POWDER COAT 1,2 � 1) CUSTOM COLOR SELECTED BY ARCHITECT. REFER TO MANUFACTURERS COLOR MATRIX 720 2) REFER TO DRAWINGS FOR DRYWALL OR LAY -IN APPLICATIONS 14/12.5 4.5 Z 3) EXIT VELOCITY TO BE LESS THAN 100 FPM VAV BOX SCHEDULE TAG MANUFACTURER/MODEL MAX CFM MIN CFM INLET OUTLET KW V -PH -HZ NOTES VAV 1.01 PRICE SDV-08 370 370 80 12/10 6 460-3-60 1,2,3 VAV 1.02 PRICE SDV-10 830 340 100 14/12.5 9 460-3-60 1,2,3 VAV 1.03 PRICE SDV-08 430 270 80 12/10 5 460-3-60 1,2,3 VAV 1.04 PRICE SDV-10 920 450 100 14/12.5 6 460-3-60 1,2,3 VAV 1.05 PRICE SDV-08 580 300 80 12/10 5 460-3-60 1,2,3 VAV 1.06 PRICE SDV-08 520 250 80 12/10 4 460-3-60 1,2,3 VAV 1.07 PRICE SDV-08 370 150 80 12/10 2 460-3-60 1,2,3 VAV 1.08 PRICE SDV-12 1040 420 120 16/15 2.5 460-3-60 1,2,3 VAV 1.09 PRICE SDV-08 350 140 80 12/10 1 277-1-60 1,2,3 VAV 1.10 PRICE SDV-10 620 620 100 14/12.5 4 460-3-60 1,2,3 VAV 1.11 PRICE SDV-12 1060 1060 120 16/15 6.5 460-3-60 1,2,3 VAV 1.12 PRICE SDV-12 1270 1270 120 16/15 7.5 460-3-60 1,2,3 VAV 1.13 PRICE SDV-10 620 620 100 14/12.5 4 460-3-60 1,2,3 VAV 1.14 PRICE SDV-06 270 270 60 12/8 2 460-3-60 1,2,3 VAV 1.15 PRICE SDV-14 1820 1820 140 20/17.5 10.5 460-3-60 1,2,3 VAV 1.16 PRICE SDV-12 1100 1100 120 16/15 6.5 460-3-60 1,2,3 VAV 1.17 PRICE SDV-08 400 310 80 12/10 2 460-3-60 1,2,3 VAV 1.18 PRICE SDV-12 1190 1190 120 16/15 7 460-3-60 1,2,3 VAV 1.19 PRICE SDV-12 1350 1350 120 16/15 8 460-3-60 1,2,3 VAV 1.20 PRICE SDV-12 1260 1260 120 16/15 7.5 460-3-60 1,2,3 VAV 1.21 PRICE SDV-10 720 720 100 14/12.5 4.5 460-3-60 1,2,3 VAV 1.22 PRICE SDV-10 720 720 100 14/12.5 4.5 460-3-60 1,2,3 VAV 2.01 PRICE SDV-08 540 220 80 12/10 5 460-3-60 1,2,3 VAV 2.02 PRICE SDV-08 400 290 80 12/10 5.5 460-3-60 1,2,3 VAV 2.03 PRICE SDV-08 400 310 80 12/10 6 460-3-60 1,2,3 VAV 2.04 PRICE SDV-08 580 580 80 12/10 3.5 460-3-60 1,2,3 VAV 2.05 PRICE SDV-06 250 100 60 12/8 1 277-1-60 1,2,3 VAV 2.06 PRICE SDV-10 810 330 100 14/12.5 2 460-3-60 1,2,3 VAV 2.07 PRICE SDV-08 580 240 80 12/10 1.5 460-3-60 1,2,3 VAV 2.08 PRICE SDV-10 870 350 100 14/12.5 2 460-3-60 1,2,3 VAV 2.09 PRICE SDV-08 400 280 80 12/10 2 460-3-60 1,2,3 VAV 2.10 PRICE SDV-10 810 620 100 14/12.5 3.5 460-3-60 1,2,3 VAV 2.11 PRICE SDV-14 1670 670 140 20/17.5 4 460-3-60 1,2,3 VAV 2.12 PRICE SDV-12 1430 580 120 16/15 3.5 460-3-60 1,2,3 VAV 2.13 PRICE SDV-12 1130 1130 120 16/15 7 460-3-60 1,2,3 VAV 2.14 PRICE SDV-08 540 220 80 12/10 1.5 460-3-60 1,2,3 VAV 2.15 PRICE SDV-08 470 400 80 12/10 2.5 460-3-60 1,2,3 VAV 2.16 PRICE SDV-08 370 370 80 12/10 2.5 460-3-60 1,2,3 VAV 2.17 PRICE SDV-08 560 560 80 12/10 3.5 460-3-60 1,2,3 VAV 2.18 PRICE SDV-08 450 450 80 12/10 3 460-3-60 1,2,3 VAV 2.19 PRICE SDV-10 630 630 100 14/12.5 4 460-3-60 1,2,3 VAV 2.20 PRICE SDV-10 790 790 100 14/12.5 5 460-3-60 1,2,3 VAV 2.21 PRICE SDV-06 170 70 60 12/8 1 277-1-60 1,2,3 VAV 2.22 PRICE SDV-10 650 260 100 14/12.5 1.5 460-3-60 1,2,3 VAV 2.23 PRICE SDV-06 160 70 60 12/8 0.5 277-1-60 1,2,3 VAV 2.24 PRICE SDV-08 310 310 80 12/10 2 460-3-60 1,2,3 VAV 2.25 PRICE SDV-08 430 430 80 12/10 2.5 460-3-60 1,2,3 VAV 2.26 PRICE SDV-08 430 430 80 12/10 2.5 460-3-60 1,2,3 VAV 2.27 PRICE SDV-10 700 670 100 14/12.5 4 460-3-60 1,2,3 VAV 2.28 PRICE SDV-08 550 220 80 12/10 1.5 460-3-60 1,2,3 VAV 2.29 PRICE SDV-08 410 170 80 12/10 3.5 460-3-60 1,2,3 VAV 2.30 PRICE SDV-10 650 260 100 14/12.5 4 460-3-60 1,2,3 VAV 2.31 PRICE SDV-10 710 290 100 14/12.5 4.5 460-3-60 1,2,3 VAV 2.32 PRICE SDV-10 740 300 100 14/12.5 2 460-3-60 1,2,3 VAV 2.33 PRICE SDV-08 500 500 80 12/10 3 460-3-60 1,2,3 VAV 2.34 PRICE SDV-08 580 580 80 12/10 3.5 460-3-60 1,2,3 VAV 3.01 PRICE SDV-10 840 340 100 14/12.5 8 460-3-60 1,2,3 VAV 3.02 PRICE SDV-08 410 170 80 12/10 3.5 460-3-60 1,2,3 VAV 3.03 PRICE SDV-10 770 310 100 14/12.5 6 460-3-60 1,2,3 VAV 3.04 PRICE SDV-10 610 250 100 14/12.5 4.5 460-3-60 1,2,3 VAV 3.05 PRICE SDV-10 950 380 100 14/12.5 7.5 460-3-60 1,2,3 VAV 3.06 PRICE SDV-08 590 240 80 12/10 4.5 460-3-60 1,2,3 VAV 3.07 PRICE SDV-10 810 330 100 14/12.5 6 460-3-60 1,2,3 VAV 3.08 PRICE SDV-10 710 290 100 14/12.5 3 460-3-60 1,2,3 VAV 3.09 PRICE SDV-08 430 180 80 12/10 2 460-3-60 1,2,3 VAV 3.10 PRICE SDV-06 140 60 60 12/8 1 277-1-60 1,2,3 VAV 3.11 PRICE SDV-10 890 360 100 14/12.5 3.5 460-3-60 1,2,3 VAV 4.01 PRICE SDV-08 420 170 80 12/10 3 460-3-60 1,2,3 VAV 4.02 PRICE SDV-10 610 250 100 14/12.5 5 460-3-60 1,2,3 VAV 4.03 PRICE SDV-10 850 340 100 14/12.5 6 460-3-60 1,2,3 VAV 4.04 PRICE SDV-16 2770 1110 160 24/18 17 460-3-60 1,2,3 VAV 4.05 PRICE SDV-06 150 60 60 12/8 1 277-1-60 1,2,3 VAV 4.06 PRICE SDV-08 440 180 80 12/10 2 460-3-60 1,2,3 VAV 4.07 PRICE SDV-12 1110 450 120 16/15 5 460-3-60 1,2,3 VAV 4.08 PRICE SDV-10 760 310 100 14/12.5 3.5 460-3-60 1,2,3 � � Z 1. SINGLE POINT ELECT CONNECTION 2. FIBER FREE LINER 3. SCR CONTROL ON ELECTRIC HEAT i Z Iq O CIVIL ENGINEER: HVAC DESIGN: Z AMERICAN STRUCTUREPOINT VECTOR CONSULTING LLC H-001 HVAC SYMBOLS & ABBREVIATIONS Jw H-201 FIRST FLOOR HVAC PLAN H-202 SECOND FLOOR HVAC PLAN H-203 THIRD FLOOR HVAC PLAN H-2041 ROOF HVAC PLAN H-5011 HVAC DETAILS H-502 HVAC DETAILS H-601 HVAC SCHEDULES LANDSCAPE ARCHITECT: ELECTRICAL DESIGN: SIMMONS ARCHITECTS, LLC. VECTOR CONSULTING LLC L101 LANDSCAPE PLAN E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS E-201 FIRST FLOOR LIGHTING PLAN E-202 FIRST FLOOR POWER / SYSTEMS PLAN E-203 SECOND FLOOR LIGHTING PLAN E-204 SECOND FLOOR POWER / SYSTEMS PLAN E-205 THIRD FLOOR LIGHTING PLAN E-206 THIRD FLOOR POWER/ SYSTEMS PLAN E-207 ROOF LIGHTING PLANlAq E-208 ROOF POWER / SYSTEMS PLAN J E-401 ELECTRICAL DETAILS AA E-402 ELECTRICAL DETAILS F*4 4 lLi'mrY E-501 ONE -LINE POWER PLAN STRUCTURAL ENGINEER: E-502 ELECTRICAL SCHEMATICS SMITH/ROBERTS & ASSOCIATES, INC. E-503 ELECTRICAL SCHEMATICS F101 FOUNDATION PLAN F102 DUMPSTER ENCLOSURE FOUNDATION PLAN FOR BIDDING ONLY NOT FOR CONSTRUCTION 06/30/10 4A F201 FOUNDATION DETAILS F202 FOUNDATION DETAILS AND GENERAL NOTES S101 SECOND FLOOR FRAMING PLAN S102 THIRD FLOOR FRAMING PLAN 13225 NORTH MERIDIAN STREET S103 ROOF FRAMING PLAN S104 SCREENWALL / PARAPET FRAMING PLAN S201 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS CARMEL, INDIANA 46032 S203 STRUCTURAL DETAILS S204 STRUCTURAL DETAILS AND GENERAL NOTES S301 BRACE ELEVATIONS AND DETAILS PROJ-ECT T-EAM-COD-E--INLILOGO FORMATION CLIENT ARCHITECT: PLUMBING DESIGN: OWNER DESIGN -BUILDER V -- - BUILDING SQUARE FOOTAGE: SIMMONS ARCHITECTS, LLC. VECTOR CONSULTING LLC ISG REAL ESTATE INVESTMENTS LLC BROWNING CONSTRUCTION INC. -Indiana INDEX & COVER SHEET P-001 ELECTRICAL SYMBOLS & ABBREVIATIONS - - --- - - - FIRST FLOOR 23,475 SQUARE FEET A201 FLOOR PLAN - FIRST FLOOR P-200 FOUNDATION PLUMBING PLAN 8402 HARCOURT ROAD 6100 WEST 96TH STREET SECOND FLOOR 18,375 SQUARE FEET A202 FLOOR PLAN - SECOND FLOOR P-201 FIRST FLOOR PLUMBING PLAN SUITE 600 SUITE 250 THIRD FLOOR 18,375 SQUARE FEET A203 FLOOR PLAN -THIRD FLOOR spil�le P-202 SECOND FLOOR PLUMBING PLAN A204 ROOF PLAN P-203 THIRD FLOOR PLUMBING PLAN PHONE (317) ???-..�INDIANAPOLIS, INDIANA 46260 INDIANAPOLIS, PHONE (317) 344-7373 BUILDING TOTAL 60225 SQUARE FEET INDIANA 46278 .?.�.� ... A205 ROOF SCREENWALL ELEVATIONS &DETAILS P-204 ROOF PLUMBING PLAN �'�'- �� A206 ROOF PLAN DETAILS P-401 PLUMBING DETAILS FAX (317) '? .... FAX (317) 344-7473 G ru, A207 DUMPSTER ENCLOSURE PLAN, ELEVATIONS & DETAILS P-601 PLUMBING SCHEDULES A208 PLAN DETAILS P-602 PLUMBING SCHEDULES A301 EXTERIOR ELEVATIONS ARCHITECT STRUCTURAL ENGINEER EXTERIOR ELEVATIONS SIMMONS- ARCHITECTS, LLC. SMITH/ROBERTS & ASSOCIATES INC. AREA MAP A402 WALL SECTIONS A4 WALL SECTIONS - A403 WALL SECTIONS 305 EAST NEW YORK STREET ALL SECTIONS 405 MASSACHUSETTS AVENUE CONSTRUCTIlON__TYPE: A405 WALL SECTIONS INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46204 A406 WALL SECTION DETAILS PHONE (317) 656-3500 PHONE - (317) 951-1043 A407 STAIR SECTIONS & DETAILS FAX (317) 656-3501 FAX - (317) 951-2160 1111- B A408 STAIR SECTIONS & DETAILS A409 STAIR / ELEVATOR SECTIONS & DETAILS A410 ELEVATOR SECTIONS & DETAILS FIRE PROTECTION LANDSCAPING ARCHITECT CIVIL ENGINEER A501 DOOR SCHEDULE AND DETAILS A502 WINDOW & CURTAINWALL DETAILS SIMMONS ARCHITECTS LLC AMERICAN STRUCTUREPOINT INC. • -- - - - OCCUPANCY: 305 EAST NEW YORK STREET 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46256 B - OFFICE PHONE (317) 656-3500 PHONE (317) 547-5580 y FAX (317) 656-3501 FAX (317) 543-0270 HVAC DESIGN ELECTRICAL DESIGN VECTOR CONSULTING, LLC VECTOR CONSULTING LLC 1005 NORTH SENATE AVENUE 1005 NORTH SENATE AVENUE APPLICABLE BUILDING CODES: INDIANAPOLIS, INDIANA 46202 INDIANAPOLIS, INDIANA 46202 --- ---- PHONE - (317) 632-4444 PHONE - (317) 632-4444 FAX - (317) 632-4960 FAX - (317) 632-4960 2008 INDIANA BUILDING CODE ( 2006 INTERNATIONAL BUILDING CODE) PLUMBING DESIGN FIREPROTECTION_ 2008 INDIANA FIRE CODE A VECTOR CONSULTING, LLC - (2006 INTERNATIONAL FIRE CODE) SITE MP - - --- -- - -- - - - INDIANA ACCESSIBILITY CODE 1005 NORTH SENATE AVENUE (ICC/ANSI 117.1-2003) INDIANAPOLIS, INDIANA 46202 PHONE - (317) 632-4444 675 IAC 21-31E LEVATOR SAFETY SAFETY CODE FAX - (317) 632-4960 ( TY CODE, EFFECTIVE 12/15/06) INDIANA ENERGY CONSERVATION CODE (CABO 1992 EDITION) 2008 INDIANA MECHANICAL CODE ( 2006 INTERNATIONAL MECHANICAL CODE) INDIANA ELECTRICAL CODE ( 2005 EDITION - NFPA 70-2005) 1999 INDIANA PLUMBING CODE } ( 1997 UNIFORM PLUMBING CODE) wCDo Do 2008 INDIANA FUEL GAS CODE _Ln o�Z ( 2006 INTERNATIONAL FUEL GAS CODE) ' Qom pN� 0 LL ABBREV. DESCRIPTION A or AMP AMPERE AC ALTERNATING CURRENT A/C AIR CONDITIONING ACU AIR CONDITIONING UNIT ADD ADDITION AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM APPROX APPROXIMATELY ARCH ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AVG AVERAGE BL BUILDING LINE BLDG BUILDING C CONDUIT °C DEGREES CELSIUS CAB CABINET CB or C/B CIRCUIT BREAKER CCN CLOSED CIRCUIT TELEVISION CLG CEILING COMM COMMUNICATION COMP COMPRESSOR CONC CONCRETE CONST CONSTRUCTION CONTR CONTRACTOR CT CURRENT TRANSFORMER CU COPPER DEPT DEPARTMENT DIST DISTRIBUTION DWG DRAWING EC ELECTRICAL CONTRACTOR EF EXHAUST FAN ELEC ELECTRIC ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST "F DEGREES FAHRENHEIT FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FIXT FIXTURE FLUOR FLUORESCENT FVR FILMVIEWER G or GND GROUND GALV GALVANIZED GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTER HID HIGH INTENSITY DISCHARGE HOA HAND -OFF -AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM ABBREV. DESCRIPTION INCL INCLUDE ISG ISOLATED GROUND SURGE GUARD JB JUNCTION BOX KEC KITCHEN EQUIPMENT CONTRACTOR KVA KILOVOLT AMPERE KVAR KILOVOLT AMPERE REACTIVE KW KILOWATT LAB LABORATORY LB POUND LS LIFE SAFETY LTG LIGHTING MATV MASTER ANTENNA TELEVISION MAX MAXIMUM MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MTD MOUNTED OFCI OWNER FURN: CONT. INSTALLED OF01 OWNER FURNISHED -OWNER INSTALLED OR OPERATING ROOM PB PUSHBUTTON PH or 0 PHASE PIV POST INDICATOR VALVE PNL PANELBOARD PL PILOT LIGHT PREFAB PREFABRICATED PWR POWER RECEPT RECEPTACLE REF/REFR REFRIGERATOR RPM REVOLUTION PER MINUTE SHT SHEET SPEC SPECIFICATIONS SQ SQUARE STD STANDARD SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TCC TEMP. CONTROL CONTRACTOR TB TERMINAL BOX TEMP TEMPERATURE TV TELEVISION TYP TYPICAL U/C UNDERCABINET/UNDERCOUNTER UH UNIT HEATER UV UNIT VENTILATOR V VOLT VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ WITH W/0 WITHOUT WP WEATHERPROOF XFMR TRANSFORMER ELECTRICAL SYMBOLS AND ABBREVIATIONS = SITE UTILITY SYMBOL DESCRIPTION E EXISTING CONDUIT IN PLACE - REMOVE EXISTING WIRING AND ® INSTALL NEW WIRES AS INDICATED EX EXISTING CONDUIT AND WIRE TO REMAIN X EXISTING CONDUIT AND WIRE TO BE ABANDONED OR REMOVED DB DIRECT BURIAL CABLE - SIZE AS INDICATED P POWER DUCT S SIGNAL DUCT © MANHOLE ("X" DENOTES AS FOLLOWS:) ® P - POWER 9 S - SIGNAL Q HANDHOLE ©a DUAL POWER AND SIGNAL MANHOLE = EQUIPMENT SYMBOL DESCRIPTION +� I I I I I 11- BATTERY ® HIGH VOLTAGE CIRCUIT BREAKER ("X" DENOTES AS FOLLOWS:) •O` A - AIR BREAK TYPE ❑D OCB - OIL TYPE 0 S - SF6 TYPE PF V - VACUUM TYPE OSPEAKER HIGH VOLTAGE DRAWOUT TYPE CIRCUIT BREAKER X DISCONNECT SWITCH - NON-FUSED ® ("X" DENOTES AS FOLLOWS:) 9 A - AIR TYPE STX OCB - OIL TYPE CONDUIT TURNED DOWN S - SF6 TYPE 3-2- V - VACUUM TYPE -<< LOW LOW VOLTAGE DRAWOUT TYPE CIRCUIT BREAKER X ("X" DENOTES AS FOLLOWS:) ® A - AIR TYPE STPX S - SF6 TYPE TERMINAL CABINET V - VACUUM TYPE O� MOLDED CASE CIRCUIT BREAKER ® FUSED DRAWOUT POTENTIAL TRANSFORMER ODOOR SWITCH AND FUSE UNIT ® M CURRENT TRANSFORMER PS LIGHTNING ARRESTOR POTHEAD �— STRESS CONE -III'' GROUND CONNECTION 50 INSTANTANEOUS OVERCURRENT OR RATE -OF -RISE RELAY 51 TIME OVERCURRENT RELAY - AC 67 DIRECTIONAL OVERCURRENT RELAY - AC 86 LOCKING OUT RELAY X METER ("X" DENOTES AS FOLLOWS:) FVX A - AMMETER KVA -KVA METER KVAD - KVA DEMAND METER KW - KW METER KWH - KILOWATT HOUR METER V - VOLTMETER T] X PAD MOUNTED TRANSFORMER ("X" DENOTES KVA SIZE) SWGR X SWITCHGEAR ("X" DENOTES SUBSTATION NUMBER) HVS HIGH VOLTAGE SWITCH - ABOVE 600VAC = BRANCH PANELBOARD AND CABINET - RECESSED MOUNT SYMBOL BRANCH PANELBOARD AND CABINET - SURFACE MOUNT XOc DISTRIBUTION PANELBOARD AND CABINET - RECESSED MOUNT ® DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT •O` SINGLE PHASE MOTOR CONNECTION. PROVIDE 1P -20A, 120V ❑D TOGGLE SWITCH DISCONNECT 0 MOTOR ("X" DENOTES HORSEPOWER) PF CAPACITOR ("X" DENOTES KVAR) OSPEAKER DISCONNECT SWITCH - FUSED QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT "F60" INDICATES FEEDER SIZE. SEE SCHEDULE DISCONNECT SWITCH - NON-FUSED ® MOTOR CONTROLLER 9 COMBINATION MOTOR CONTROLLER STX HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH CONDUIT TURNED DOWN WITH THERMAL OVERLOAD PROTECTION ("X" DENOTES AS 3-2- FOLLOWS:) - NONE - SINGLE POLE o U 2 - 2 POLE ® 3 - 3 POLE STPX HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH TERMINAL CABINET WITH THERMAL OVERLOAD PROTECTION WITH PILOT LIGHT O� ("X" DENOTES AS FOLLOWS:) ® NONE - SINGLE POLE ODOOR 2 - 2 POLE ® M 3-3POLE PS POWER SUPPLY PUSHBUTTON OR PUSH PLATE 13/ BUZZER DD BELL ❑4 HORN CHIME 0-Fo REMOTE GROUND INDICATOR O GENERATOR/ALTERNATOR J AUTOMATIC TRANSFER SWITCH FVX FILMVIEWER ("X" DENOTES TYPE - SEE SPECIFICATIONS) DEVICES SYMBOL DESCRIPTION Q DUPLEX RECEPTACLE - NORMAL CIRCUIT 0 DUPLEX RECEPTACLE - EMERGENCY CIRCUIT Q QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT AS FOLLOWS:) 0 QUADRAPLEX RECEPTACLE - EMERGENCY CIRCUIT 0- LIGHTING SYMBOL DESCRIPTION XOc X=FIXTURE TYPE, 2=CIRCUIT NUMBER, c=SWITCH LEG SP F-FLOURESCENT s K - INCANDESCENT ❑D H - H.I.D. ❑D a Sa FLOURESCENT TYPE FIXTURE O 0 NORMAL POWER OSPEAKER 0 CRITICAL POWER QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT "F60" INDICATES FEEDER SIZE. SEE SCHEDULE G LIFE SAFETY POWER O DOWNLIGHT TYPE FIXTURE 9 WALL MOUNT FIXTURE L1 DIMMING SYSTEM LIGHTING CONTROL STATION "L1" CONDUIT TURNED DOWN SPECIFICATIONS) 3-2- TRACK LIGHTING - LIGHT POLE WITH THREE FIXTURES (FIXTURE LOCATION AND o U SPACING AS SHOWN) ® STANDBY LIGHTING - BATTERY UNIT ONLY OBELL STANDBY LIGHTING - BATTERY UNIT WITH LIGHT HEADS TERMINAL CABINET STANDBY LIGHTING - REMOTE LIGHT HEAD (WALL MOUNT) O� STANDBY LIGHTING - REMOTE LIGHT HEAD (CEILING MOUNT) ® EXIT LIGHT (MOUNTED ON CEILING) ODOOR EXIT LIGHT (SURFACE MOUNTED ON WALL) ® M EXIT LIGHT WITH DIRECTIONAL ARROWS Q OCCUPANCY SENSOR DEVICES SYMBOL DESCRIPTION Q DUPLEX RECEPTACLE - NORMAL CIRCUIT 0 DUPLEX RECEPTACLE - EMERGENCY CIRCUIT Q QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT AS FOLLOWS:) 0 QUADRAPLEX RECEPTACLE - EMERGENCY CIRCUIT 0- SIMPLEX RECEPTACLE - NORMAL CIRCUIT S3 TOGGLE SWITCH - 3 -WAY S4 SIMPLEX RECEPTACLE - EMERGENCY CIRCUIT ("X" DENOTES SP TOGGLE SWITCH - PILOT LIGHT s AS FOLLOWS:) ❑D NONE - 20 AMP, 125VAC ❑D a Sa GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE O HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE OSPEAKER IG - 20 AMP, 125VAC, ISOLATED GROUND TYPE QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT "F60" INDICATES FEEDER SIZE. SEE SCHEDULE S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE -a ST - 20 AMP, 125VAC, SAFETY TYPE - WP - 20 AMP, 125VAC, WEATHERPROOF TYPE ® SPECIAL RECEPTACLE - NORMAL CIRCUIT (SEE DRAWINGS AND CONDUIT TURNED DOWN SPECIFICATIONS) ® SPECIAL RECEPTACLE - EMERGENCY CIRCUIT (SEE DRAWINGS - AND SPECIFICATIONS) '^ WIREWAY WITH RECEPTACLES AS INDICATED ® PLUGSTRIP S TOGGLE SWITCH - 20 AMP, 120/277VAC S3 TOGGLE SWITCH - 3 -WAY S4 TOGGLE SWITCH - 4 -WAY SP TOGGLE SWITCH - PILOT LIGHT s TOGGLE SWITCH - KEY OPERATED ❑D INDIVIDUAL LIGHT DIMMER ❑D a Sa LETTER DESIGNATION INDICATES SWITCH LEG O EQUIPOTENTIAL GROUNDING JACK TELEVISION SYSTEM SYMBOL DESCRIPTION H CABLE TELEVISION RECEPTACLE CLOCK SYSTEM SYMBOL DESCRIPTION G DIGITAL CLOCK EIRE ALARM SYSTEM SYMBOL DESCRIPTION OMANUAL SENDING STATION OAUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE B- BEAM TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE FSD - FIRE/SMOKE DAMPER OX AUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) NONE - PHOTOELECTRIC TYPE ODUCT DETECTOR REMOTE TEST STATION OREMOTE DETECTOR ALARM LAMP OEXTINGUISHER X SYSTEM ACTIVITY DEVICE ("X" DENOTES DUTY STATION AS FOLLOWS:) STAFF STATION NONE - WATER FLOW TYPE EMERGENCY/BATH STATION C - CO2 TYPE EMERGENCY STATION - NURSE ASSIST H - HALON TYPE OSPRINKLER SYSTEM OS & Y VALVE OSPEAKER - SINGLE PROJECTION QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT "F60" INDICATES FEEDER SIZE. SEE SCHEDULE SPEAKER - SINGLE PROJECTION WITH VISUAL ALARM SIGNAL -a SPEAKER - DOUBLE PROJECTION - SPEAKER - DOUBLE PROJECTION WITH VISUAL ALARM SIGNAL OHORN - SINGLE PROJECTION CONDUIT TURNED DOWN HORN - SINGLE PROJECTION WITH VISUAL ALARM SIGNAL ZONE LIGHT HORN - DOUBLE PROJECTION - HORN - DOUBLE PROJECTION WITH VISUAL ALARM SIGNAL OCHIME O BED CONTROL CABLE INTERCONNECT JACK CHIME WITH VISUAL ALARM SIGNAL OBELL N1 TERMINAL CABINET BELL WITH VISUAL ALARM SIGNAL VISUAL ALARM SIGNAL DEVICE ODOOR RELEASE DEVICE - FIRE ALARM ACTIVATED ODOOR UNLOCK/OPEN DEVICE - FIRE ALARM ACTIVATED OA FIRE ALARM SYSTEM ADDRESSABLE RELAY F1 FIRE ALARM SYSTEM CONTROL PANEL ❑ JUNCTION OR PULL BOX Q FLOORBOX SEE NOTES FOR DESCRIPTION NURSE CALL SYSTEM RACEWAY SYSTEM SYMBOL DESCRIPTION MASTER STATION CONCEALED CONDUIT DUTY STATION EXISTING CONDUIT WITH FEEDER STAFF STATION EXISTING CONDUIT WITH FEEDER REMOVED EMERGENCY/BATH STATION INDICATES CONDUIT IN OR BELOW FLOOR, OR UNDERGROUND EMERGENCY STATION - NURSE ASSIST LETTER DESIGNATION REFERS TO SYSTEM (SEE ABBREVIATIONS) PHASE 02 CONDUCTORS F60 GROUND QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT "F60" INDICATES FEEDER SIZE. SEE SCHEDULE SWITCH LEG STAFF LOCATOR STATION NEUTRAL DOME LIGHT (CEILING MOUNT) CONDUIT TURNED UP O CONDUIT TURNED DOWN ❑ JUNCTION OR PULL BOX Q FLOORBOX SEE NOTES FOR DESCRIPTION NURSE CALL SYSTEM SYMBOL DESCRIPTION O MASTER STATION O DUTY STATION O STAFF STATION O EMERGENCY/BATH STATION O EMERGENCY STATION - NURSE ASSIST O PATIENT STATION - SINGLE OUTLET 02 PATIENT STATION - DUAL OUTLET O CODE BLUE STATION O STAFF LOCATOR STATION O DOME LIGHT (CEILING MOUNT) DOME LIGHT (WALL MOUNT) O DOME LIGHT WITH CHIME O ZONE LIGHT O EQUIPMENT ALARM INTERFACE JACK (4 INPUT) O REMOTE ANNUNCIATOR O BED CONTROL CABLE INTERCONNECT JACK NA AMPLIFIER N1 TERMINAL CABINET LINETYPE SYMBOLS SYMBOL DESCRIPTION --- --- LIGHT/SCREENED CONTINUOUS LINES INDICATE EXISTING TO REMAIN HEAVY DASHED LINES INDICATE EXISTING TO BE REMOVED HEAVY CONTINUOUS LINES INDICATE NEW WORK CARD ACCESS SYSTEM SYMBOL DESCRIPTION © PROXIMITY CARD READER TELECOMMUNICATION SYSTEM SYMBOL DESCRIPTION 0 X VOICE ONLY OUTLET ("X" DENOTES AS FOLLOWS:) v X VOICE AND DATA OUTLET ("X" DENOTES AS FOLLOWS:) NONE - 4 JACKS AND 4 CAT 6 CABLES 2 - 2 JACKS AND 2 CAT 6 CABLES P - PAYPHONE OUTLET W - WALL OUTLET - 1 JACK AND 1 CAT 6 CABLE R - ROUGH -IN ONLY WITH BLANK COVER DO DICTATION OUTLET TC1 TERMINAL CABINET PAGING AUDIO SYSTEM SYMBOL DESCRIPTION O LOUDSPEAKER - CEILING MOUNTED "BLANK" - PAGING SPEAKER SYMBOL -@m LOUDSPEAKER - HORN TYPE VOLUME CONTROL MUSIC DESCRIPTION SYSTEM LOUDSPEAKER - CEILING MOUNTED "M" - MUSIC SPEAKER VOLUME CONTROL DOOR BELL SYSTEM SYMBOL DESCRIPTION © DOORBELL CARDIAC MONITORING SYSTE SYMBOL DESCRIPTION 0 PATIENT MONITORING JACK FOR HEADEND EQUIP. © PATIENT MONITORING JACK NOTE: ALL ABBREVIATIONS AND SYMBOLS MAY NOT BE USED ON THIS PROJECT. 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D 0 F - w W W z F- U) Z 04 F-< C0 C) — c(o U) U 0 U-WZ LLQ ��Q w .j z z z 0 W F- Z QO- LL O2zw O LU 0 U) 0 a-04 0 Z U) < LU Ix cv) (L < C) 9 11 LU LU >- CU ch m 1 Cc cn LU —j 6 (,p 0 LU m CERTIFIED BY: X— je NORTH: TS F= cn a - w U C) U) LU Cl CL m O w 00 C14 W) t I I I I SHEET NO. E=207 c LIGHT POLE, IN SAME FINISH AS FIXTURE, CAPABLE OF WITHSTANDING 100 MPH WINDS WITH 30% ADDITIONAL GUST FACTOR DIMENSIONS Pole Height L D 12'-0" 4'-6" V-15" 20'-0" 5'-0" 2'-0" 30'-0" 6'-0" 2'-6" 40'-0" T-0" 3'-0" HANDHOLE #6 GROUNDING WIRE BOLTED TO POLE BASE COVER PLATE POLE BASE PLATE GROUT UNDER BASE PLATE AFTER POLE IS PLUMB it 6 FINISHED GRADE ANCHOR BOLTS EXOTHERMIC CONNECTION #6 BARE COPPER GROUND IN 1/2" PVC _ CONDUIT: SIZE AS NOTED ON PLANS - 5/8"- x 10' COPPER CLAD STEEL GROUND ROD. MINIMUM 2'-0" BELOW GRADE NOTES: 1. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER'S TEMPLATE PRIOR TO BASE CONSTRUCTION 2. REFER TO POLE BASE CONRETE AND REINFORCING DETAIL FOR ADDITIONAL REQUIREMENTS TYPICAL FLUSH POLE BASE DETAIL NO SCALE PLAN VIEW N.T.S. LIGHT POLE, IN SAME FINISH AS FIXTURE, CAPABLE OF WITHSTANDING 100 MPH WINDS WITH 30% ADDITIONAL GUST FACTOR DIMENSIONS Pole Height L D 12'-0" 4'-6" V-6" 20'-0" 5'-0" 2'-0" 30'-0" 6'-0" 2'-6" 40'-0" 7'-0" 3'-0" HANDHOLE #6 GROUNDING WIRE BOLTED TO POLE BASE COVER PLATE POLE BASE PLATE GROUT UNDER BASE PLATE AFTER POLE IS PLUMB FINISHED GRADE ANCHOR BOLTS EXOTHERMIC CONNECTION #6 BARE COPPER GROUND IN 1/2" PVC - CONDUIT: SIZE AS NOTED ON PLANS - 5/8"- x 10' COPPER CLAD STEEL GROUND ROD. MINIMUM 2'-0" BELOW GRADE NOTES: 1. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER'S TEMPLATE PRIOR TO BASE CONSTRUCTION 2. REFER TO POLE BASE CONRETE AND REINFORCING DETAIL FOR ADDITIONAL REQUIREMENTS TYPICAL RAISED POLE BASE DETAIL NO SCALE NOTES: 1. PROVIDE COVER(S) TO FIT HANDHOLES. 2. COVERS SHALL BE CONCRETE GRAY COLOR 3. COVER SHALL BE DESIGNED FOR 5000 LBS. LOAD OVER A 10"X10" AREA. 4. PROVIDE COVER WITH STANDARD LOGO FROM MANUFACTURER AS FOLLOWS: 'ELECTRIC'- LIGHTING AND POWER WIRING UP TO 600 VOLTS 'TELEPHONE'- TELEPHONE CABLES c I'al TYPICAL HANDHOLE COVER DETAIL NO SCALE 1"— MINIMUM OF CRUSHED STONE TYPICAL HANDHOLE DETAIL NO SCALE 17"x30"x18" DEEP POLYMER REINFORCED FIBERGLASS BOTTOMLESS SERVICE BOX KITH GASKETED COVER AND EXTENSION, TWO QUAZITE PG1730BA GRADE MARKER RIBBON 6" TO 8" BELOW GRADE DIRECT BURIED PVC CONDUIT (TYPICAL) EXCAVATE AND BACKFILL WITH CRUSHED STONE MAXIMUM SIZE 1/2" PULL SLOT SKID RESISTANT SURFACE U 1� J REINFORCING BARS rJ zQ J J w CD U -3/4" CANT ALL AROUND cf) Z L m co 0 w '�d c -i �c J� W -FINISH GRADE w O Z �n n co�Cn LOOPS 1� J REINFORCING BARS LOOPS J REINFORCING BARS W J Q v -3/4" CANT ALL AROUND -EXPOSED CONCRETE SHALL W W BE HAND RUBBED FINISH J W -FINISH GRADE w (8) #5 REINFORCING BAR SPIRAL WITH 6" PITCH (3) #4 LOOPS ON 2" CENTERS TOP AND BOTTOM 3" CLEARANCE TOP, SIDES AND BOTTOM NOTES: 1. USE 3000 PSI 28 DAY STRENGTH CONCRETE FOR POLE BASE 2. PLACE CONRETE THE SAME DAY BASE IS DRILLED 3. USE SONOTUBE FORM ABOVE GRADE AND EXTEND TO 6" BELOW GRADE 4. REFER TO POLE BASE DETAIL FOR DIMENSIONS TYPICAL POLE BASE CONCRETE ND REINFORCING DETAIL ;ALE e co O 2 d. :D O ryW W W z U) .�. �ZM Q J 0 v�� O LL w Z ( Q(-92< � z Z:Ez 00 Q O — o _ 2Z -j U) Lo 22 G O V N Q 0 z U)M ji m woo ZmYm Z aulw o x N 0 U CERTIFIED BY: r\ �\ c NORTH: REW w 0 SHEET N0. NOTES: 1. BUILDING CLEAN SL RESTORE 2. BUILDING THE FINI1r 3/4"C TO ABOVE CORRIDOR ACCESSIBLE CEILING TYPICAL SECURITY KEYPAD PROVIDED BY OTHERS. INSTALL AT +48" A.F.F. 2 GANG BACKBOX WITH 1 GANG PLASTER RING WHERE SHOWN ON DRAWINGS FIRE ALARM CONNECTION TO RELEASE OF DOOR DOOR SECURITY CONTROL PANEL(S) LOCATED IN IT CLOSET BY OWNER AUTOMATIC DOOR OPERATOR IF DOOR IS EQUIPPED. INTERLOCK DOOR SECURITY SYSTEM TO ZZ OPERATE DOOR AS REQUIRED NOTE: FOR A DOUBLE DOOR PROVIDE AN ADDITIONAL DOOR SWITCH AND ELECTRIC HINGE ROUGH -IN AND CONNECTION MAGNETIC LOCK DOOR SECURITY ROUGH -IN DETAIL NO SCALE "'" LL LDING STEEL CONNECTION OCCUPANCY SENSOR RELAY AND POWER SUPPLY HOT OCCUPANCY SENSOR(S) LIGHT FIXTURE BALLAST CONTROL WIRING AS REQUIRED POWER CIRCUIT --------- --------------- 1 NEUTRAL ROOM SWITCH OR OCCUPANCY SENSOR ROOM SWITCHES WHERE SHOWN SHALL BE CONNECTED AFTER THE OCCUPANCY SENSOR OCCUPANCY SENSOR SCHEMATIC NO SCALE BODINE EMERGENCY LIGHT FIXTURE BALLAST GENERATOR TRANSFER 1 RELAY I EMERGENCY CIRCUIT VOLTAGE SENSING NORMAL CIRCUIT —_--- _------ ROOM SWITCH OR OCCUPANCY SENSOR HOT NEUTRAL ISHED FLOOR LINE EMERGENCY TRANSFER RELAY DETAIL =EL BUILDING COLUMN UNDATION RE CU GROUNDING NDUCTOR RE CU GROUNDING INDUCTOR BUIRED UNDER FLOOR SLAB 'x10' LONG GROUND ROD STRUCTURAL STEEL GROUND ROD GROUNDING DETAIL NO SCALE NO SCALE 12 GAUGE HANGER WIRE OR CHAIN FOR FIXTURE SUPPORT CONNECTED TO STRUCTURE ABOVE. - SUPPORT AT LEAST THE 2 OPPOSITE CORNERS OF LIGHT FIXTURE. JUNCTION BOX O FLEXIBLE CONDUIT 000 W/#12 WIRE (6' MAX.) LAY-IN:CEILING 00010 X/ / .,,LAY -IN CEILING 120V EMERGENCY POWER ROOF ---------------------- ---------- TO FIRE ALARM SYSTEM INITIATING LOOP (TYP.) TYPICAL J c OBBY PROVIDE CONTROL-/ WIRING IN CONDUIT AS REQUIRED ELEVATOR) cHOISTWAY MOTORIZED DAMPER TYPICAL UPPER FLOOR(S) ----------------------- — ---------- (ALTERNATE -(ALTERNATE LEVEL) ----------------�---------�- SECOND FLOOR (DESIGNATED LEVEL) LAY -IN CEILING ATRIUM LEVEL ----------------- ADDRESSABLE FIRE ALARM RELAYS FOR ELEVATOR RECALL. PROVIDE ALL CONTROL WIRING NECESSARY AND CONNECT TO ELEVATOR EQUIPMENT AS DIRECTED BY THE ELEVATOR EQUIPMENT SUPPLIER. SEISMIC CLIP Elevator Pit Elevator ), Elev. LAY -IN CEILING'. Machine Rm. Cont. – — — — — LOWER LEVEL LAY -IN LIGHT FIXTURE DETAIL NO SCALE TYPICAL ELEVATOR CONTROL SCHEMATIC NO SCALE 0 crico 1' o. T 00 O O ry (DW w LLI Z� Cn F-ZM Q W Jp� o (n J o LL Q 0 Q ��Q V o zzM 0 Z F- mQQOJ V o _ 5ZW J U) ��� N w CL oZLu C/)MQ CD CO o II Z m Y m z -j 00 w0 ~ q� m m cn U C1 O U CERTIFIED BY: NORTH: t Z 0 M■�- d c 2 U W SHEET NO. E-402 t \,11 00 O O ry (DW w LLI Z� Cn F-ZM Q W Jp� o (n J o LL Q 0 Q ��Q V o zzM 0 Z F- mQQOJ V o _ 5ZW J U) ��� N w CL oZLu C/)MQ CD CO o II Z m Y m z -j 00 w0 ~ q� m m cn U C1 O U CERTIFIED BY: NORTH: t Z 0 M■�- d c 2 U W SHEET NO. E-402 FEEDER AND BRANCH CIRCUIT SCHEDULE NOTE: SEE DRAWINGS FOR NUMBER OF WIRES IN HOMERUN FEEDER/BRANCH CIRCUIT DESIGNATION CONDUCTOR SIZE TYPE CABLE CONDUIT PHASE & NEUTRAL EQUIPMENT GROUND ALUMINUM COPPER 200 FEET F20 12 12 360 FEET X 3/4" F30 10 10 F60 X 3/4" F40-50 8 10 400A X 3/4" F60 6 10 NEMA -3R X 1" F70 -F80 4 8 Al F400 X 1-1/4" F90 3 8 F400 X 1-1/4" F100 3 8 F225 X 1-1/4" F125 1/0 4 X 2" F150 3/0 4 X 2" F175 4/0 2 X 2-1/2" F200 250 1 X 2-1/2" F225 300 1 X 3" F250 350 1/0 X 3" F300 500 2/0 X 3-1/2" F350 700 2/0 X 411 F400 2 RUNS OF 250 2/0 X 2-1/2" EACH F600 2 RUNS OF 500 2/0 X m o Y m U 3-1/2" EACH F1000 3 RUNS OF 600 4/0 X 2 U 4" EACH F2500 7 RUNS OF 750 - X 4" EACH NORTH: i Lj T5 U I VOLTAGE DROP FOR 20A BRANCH CIRCUITS FEEDER SIZE TO USE MAXIMUM DISTANCE ALLOWED RECEPT. 120V 277V 277/480 F20 100 FEET 200 FEET 3L6 F30 150 FEET 360 FEET 120/208 F40-50 240 FEET 550 FEET 200A F.S. F60 385 FEET 885 FEET 100A F.S. 3P -4W 100A F.S. 400A 100A F.S. NOTES: 1. 20 A BRANCH CIRCUITS SHALL BE SIZED FOR VOLTAGE DROP. WIRE SIZES ARE NOT INDICATED ON THE DRAWINGS TO COMPENSATE FOR VOLTAGE DROP FOR THESE CIRCUITS. CONTRACTOR SHALL UTILIZE WIRE SIZE SHOWN ABOVE FOR DISTANCES LISTED ABOVE. 2. VOLTAGE DROP WIRE SIZES WILL BE STRICTLY INFORCED. CONTRACTOR SHALL SUBMIT A LIST OF CIRCUITS THAT WILL EXCEED THE DISTANCES ALLOWED AND INDICATE WIRE SIZE TO BE USED PRIOR TO ANY WIRE BEING INSTALLED NEW UTILITY TRANSFORMER. PROVIDE CONCRETE PAD AS REQUIRED. (2) 4" CONDUITS TO PROPERTY LINE OR AS DIRECTED BY THE UTILITY. COORDINATE REQUIREMENTS METER CABINET FURNISHED BY THE UTILITY AND INSTALLED BY THE CONTRACTOR. 1#4/0 CU GND, 1"C 2-1/2"C 0 (1) #4/0 CU KCMIL, 1 "C — GROUND TO WATER PIPE GROUND. VERIFY LOCATION (1) #4/0 CU KCMIL, 1"C GROUNDTO FOUNDATION REBAR F2000 1#4/0 CU BARE GROUNDING LOOP GROUND RODS. SEE FLOOR PLANS FOR LOCATIONS AND CONNECTIONS TO BUILDING STEEL RTU -1 I I RTU -2 I I RTU -3 I I RTU -4 I I RTU -5 277/480 LTG 277/480 RECEPT. 277/480 RECEPT. 277/480 3HA 277/480 3P -4W 3L6 3P -4W 120/208 3P -4W 120/208 3P -4W 120/208 3P -4W 200A F.S. 3P -4W 200A F.S. 3P -4W 100A F.S. 3P -4W 100A F.S. 400A 100A F.S. NEMA -3R 200A NEMA -3R MLO NEMA -3R T-5 MCB NEMA -3R MLO NEMA -3R T F200 1ECHDP T F200 MSB T F100 MSB T F100 MSB T F100 MSB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ROOF - - - - HEAT LTG RECEPT. RECEPT. RECEPT. RECEPT. 3HB 3HA 3LDP 3LA 3L6 3LC 120/208 120/208 120/208 120/208 120/208 120/208 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 400A 400A 400A 200A 200A 200A MLO MLO T-5 MCB MLO MLO MLO Al F400 Al F400 150 KVA 01 F200 01 F200 01 F200 F400 F400 Hill - IF200 F200 F200 F200 D F225 F400 0 Ir REQUIRED. MSB MSB 3LDP 3LDP 3LDP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - THIRD FLOOR 1#2/0 CU GND, 1"C TO BUILDING GROUNDING SYSTEM HEAT LTG RECEPT. RECEPT. RECEPT. RECEPT. 2H6 2HA 2LDP 2LA 2L6 2LC 120/208 120/208 120/208 120/208 120/208 120/208 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 400A 400A 400A 200A 200A 200A MLO MLO T4 MCB MLO MLO MLO Al F400 Al F400 150 KVA 01 F200 01 F200 01 F200 F400 F400Iill MSB F200 F200 F200 D F225 F400 0 REQUIRED. MSB MSB 2LDP 2LDP 2LDP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR 1#2/0 CU GND, 1 "C TO BUILDING GROUNDING SYSTEM HEAT EM. HEAT RECEPT. EM. RECEPT. EM. RECEPT. EM. RECEPT. 1HB 1ECHB XRAY 1ECLA 1ECLB 1ECLC 480/277 480/277 277/480 120/208 120/208 120/208 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 3P -4W 400A 400A 600A 200A 200A 200A MLO MLO MLO MLO MLO MLO Al F400 Al F400 01 F600 01 F200 01 F200 01 F200 MSB 1ECHDP MSB 1ECLDP IF 1ECLDP if 1ECLDP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------- -FIRST FLOOR - CONTROL WIRING AS REQUIRED IN CONDUIT F100MSB EDP F200 T V2( MSB i EDP 'I"' F200 1ELSH ATS -LS 1 277/480 3P -4W 200A MCB T-1 0 30 KVA F30-'iJd III[ 1#2/0 CU GND, 1"C TO BUILDING GROUNDING SYSTEM 1 ELS 120/208 3P -4W 80A MCB F80 1#6 CU GND, 1"C TO BUILDING GROUNDING SYSTEM LTG 1HA 480/277 3P -4W 400A MLO F400 T L_ F175 MSB T-3 112.5 KVA IIIF- (JLDP:) 120/208 3P -4W 300A MCB F300 1#2/0 CU GND, 1"C TO BUILDING GROUNDING SYSTEM RECEPT. RECEPT. RECEPT. 277/480 1LB 1LC 3P-4W3P-4W 277/480 120/208 3P -4W 3P -4W 3P -4W 2000A 200A 200A MCB 1200A MLO F200 MLO CONTROL WIRING AS 1LDP 1LDP REQUIRED IN CONDUIT F1200 BARNEW 11::dGND S-une 750 KW/ 937.5 KVA, CIO0 277/480V, 3 PHASE, 4 WIRE DIESEL GENERATOR SET IN 2 3P -1200A CIRCUIT WEATHERPROOF 0 BREAKER ENCLOSURE. PROVIDE D CONCRETE PAD AS 0 REQUIRED. CONTROL WIRING AS REQUIRED IN CONDUIT F100MSB EDP F200 T V2( MSB i EDP 'I"' F200 1ELSH ATS -LS 1 277/480 3P -4W 200A MCB T-1 0 30 KVA F30-'iJd III[ 1#2/0 CU GND, 1"C TO BUILDING GROUNDING SYSTEM 1 ELS 120/208 3P -4W 80A MCB F80 1#6 CU GND, 1"C TO BUILDING GROUNDING SYSTEM LTG 1HA 480/277 3P -4W 400A MLO F400 T L_ F175 MSB T-3 112.5 KVA IIIF- (JLDP:) 120/208 3P -4W 300A MCB F300 1#2/0 CU GND, 1"C TO BUILDING GROUNDING SYSTEM RECEPT. RECEPT. RECEPT. 1LA 1LB 1LC 120/208 120/208 120/208 3P -4W 3P -4W 3P -4W 200A 200A 200A MLO MLO MLO F200 F200 F200 1LDP 1LDP 1LDP MAIN ELEC. RM. --------------------------------------------------------------------------------------------------------------------------------- ONE LINE RISER DIAGRAM NO SCALE U J rJ� c! ) L Z U u �''Q W cz �t croi s.niC�(� °I r� 0 m ', LL) n� Ona S-une CIO0 2 0 D 0 01f (D Z Q mow// uj L.L a Z U) � M W Q 0 J_00 U) U 0(.0 CL LL ;Q 2a UJ ? z z=o z o QO— Wo — �zJ W Z 0 w0— G7 L a- 04 a UNC Q M CL QAC.) o j ji � w m (� Z m m o Y m U O z U cn Q D 2 U m CERTIFIED BY: eNx NORTH: T5 U f 15 z O � o � U 0 N o z I w N � Z O � C� Z 0 w Q cn LL w H Q D O M N O O � O tD w SHEET NO. E=501 ADDRESSABLE RELAY FOR CONTROL PROVIDE ONE AT EACH AHU SUPPLY AND RETURN FAN STARTERS, AT EACH FIRE/SMOKE DAMPER AND AT EACH DOOR HOLD RELEASE DEVICE 120V REMOTE ALARM LIGHT FOR DUCT DETECTOR NOTE: 1. REFER TO FLOOR PLANS FOR DEVICE LOCATIONS AND QUANTITIES 2. NEW FIRE ALARM PANEL SHALL INCLUDE ALL CARDS AND EQUIPMENT NECESSARY TO SUPPORT THE FUTURE DEVICES AS INDICATED. 3. LABEL ALL FIRE ALARM DEVICES AS DIRECTED BY THE OWNER WITH EXTERNAL TAGS AND LABELS ON DEVICE BASES. 4. PROVIDE SEPARATE INDEPENDANT INITIATION LOOPS AND SIGNAL CIRCUITS FOR EACH FLOOR. DO NOT SERVE DEVICES FROM LOOPS ON OTHER FLOORS. 120V PROVIDE SPARE CAPACITY TO ADD (4) SIGNAL DEVICES (TYP. OF EACH SIGNAL CIRCUIT) PROVIDE CONTROL WIRING IN CONDUIT AS REQUIRED PROVIDE SIGNAL EXPANDER POWER SUPPLY ON EACH FLOOR FOR FUTURE SIGNAL DEVICES O PROVIDE SPARE CAPACITY I �+� TO ADD 20% FUTURE TYPICAL HVAC DEVICES ON EACH INITIATION LOOP UNIT STARTER WITH MINIMUM OF 1 LOOP FOR TYPICALpine DOOR HOLD/RELEASE %is EACH FLOOR TYPICAL � FIRE/SMOKE DEVICE_�up DAMPER ��'Aft ADDRESSABLE RELAY FOR CONTROL PROVIDE ONE AT EACH AHU SUPPLY AND RETURN FAN STARTERS, AT EACH FIRE/SMOKE DAMPER AND AT EACH DOOR HOLD RELEASE DEVICE 120V REMOTE ALARM LIGHT FOR DUCT DETECTOR TO OTHER DEVICE SEE FLOOR PLANS PROVIDE SPARE CAPACITY TO ADD 20% FUTURE DEVICES ON EACH INITIATION LOJP WITH MINIMUM OF 1 LOOP FOR EACH FLOOR TYPICAL FIRE/SMOKE DAMPER 120V PROVIDE SPARE CAPACITY TO ADD (4) SIGNAL DEVICES (TYP. OF EACH SIGNAL CIRCUIT) PROVIDE CONTROL WIRING IN CONDUIT AS REQUIRED TYPICAL HVAC UNIT STARTER TYPICAL DOOR HOLD/RELEASE DEVICE PROVIDE SIGNAL EXPANDER POWER SUPPLY ON EACH FLOOR FOR FUTURE SIGNAL DEVICES TYPICAL REMOTE ANNUNCIATOR SEE FLOOR PLANS FOR LOCATION FIRE ALARM SYSTEM SCHEMATIC NO SCALE 120V NEW FIRE ALARM CONTROL PANEL DRESSABI TYPICAL FLOOR - - - - - - - - - - - - - - - - - NEW DACT PROVIDE (2) DEDICATED TELEPHONE LINES TO MDF FIRST FLOOR Q W V co J Q V V W J W 0 LL Z Lum 0 U) a a co O 5 w z U)a Lu Nw�/ LL W �zM Q 0— CD Q�Q LLwZ (D2Q Z�-Zry_ Qp Z W �L� UNC QT -U CERTIFIED BY: y� QJ NORTH: t z O a U cn w 0 SHEET NO. E-502 o Lu coZ >- M m 00 o Y w 0 m 0 m UQ cn D U O CERTIFIED BY: y� QJ NORTH: t z O a U cn w 0 SHEET NO. E-502 GENERAL NOTES: 1. PROVIDE PULLSTRINGS IN ALL TELECOMMUNCIATION AND A/V CONDUITS. 2. PROVIDE BUSHINGS ON ALL CONDUITS. 3. PROVIDE LONG SWEEP ELBOWS ON ALL TELECOMMUNICATION AND A/V CONDUITS. MINIMUM RADIUS SHALL BE 6 TIMES CONDUIT SIZE FOR TELECOMMUNICATIONS/AV CABLES. MINIMUM OF 10 TIMES CONDUIT SIZE FOR FIBER CABLES. 4. PROVIDE DEVICE MOUNTING BRACKETS AS REQUIRED FOR DEVICES. COORDINATE REQUIREMENTS WITH THE OWNER. 5. THERE SHALL BE NO MORE THAN (2) 90 DEGREE BENDS IN CONDUITS WITH A JUNCTION BOX. TERMINATE CONDUIT WITH BUSHING LONG RADIUS BE (1) 1"C TO ABOVE ACCESSIBLE CEILING IN THE CLOSET ROOM WHERE CABLE TRAY IS INSTALLED. A CONDUIT PATH SHALL BE PROVIDED FROM THE OUTLET TO THE WHERE THE CABLE TRAY IS INSTALLED. ALL WALLS EXTEND ABOVE CEILINGS. TYPICAL TELECOMMUNICATIONS JACK 2 GANG BOX SINGLE GANG PLASTER RING. TELECOM ROOM — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — - �J3 I I TELEPHONE MAT E TERMINAL MAT. I PROVIDE 3/4" I PLYWOOD AS SHOWN I � m ON DRAWINGS. PAINT 4" CONDUIT SLEEVES I � PLYWOOD WITH THRU WALL ABOVE I .0 WHITE FIRE ACCESSIBLE CEILING I C 0 RETARDANT PAINT WHERE SHOWN I I I I I I I GROUND BAR U cp I (4) 4" CONDUIT SLEEVES I I � THRU FLOOR I TELECOM ROOM I THIRD FLOOR - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — ------------ f --------------- I I (1) #3 GND, 1"C I I I I I I I I I I I I I I I I I I TELECOM Jill ROOM I SECOND FLOOR - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t- — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — - I I I (1)#3 GND, 1"C I 3 I I I I I I I I I I I I I I I I I I I I I I I I TELECOM FIRST FLOOR - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — 1'Z----------- ROOM L -------------- TELECOMMUNICATION ------------- TELECOMMUNICATION SYSTEM SCHEMATIC NO SCALE \-/ - - - -- - - - PROPERTY LINE FOR TELECOMMUNICATION SERVICES U J � t J C .c z� m � m Ls o m � cn .0 z - C 0 Abd°' U cp c .� cr) LUL.I I se O LLZ m w 0 CL a W W L.L Z M Q J0(D UIQ LL W C Z V z�0 Ur wZ Z J W �U-)� N U) M Q aqt-l() � t I se O LLZ m w 0 CL a W W L.L Z M Q J0(D UIQ LL W C Z V z�0 Ur wZ Z J W �U-)� N U) M Q aqt-l() CERTIFIED BY: Z�\ NORTH: N M 0 a U W 0 SHEET NO. E-503 o m � m m o Y w o m 0 ~ D U m O0 CERTIFIED BY: Z�\ NORTH: N M 0 a U W 0 SHEET NO. E-503 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION VOLT LAMP MOUNT LENS SERIES NO. ACCEPTABLE REMARKS TYPE DESCRIPTION VOLT NO. &TYPE MOUNT LENS SERIES NO. MANUFACTURERS REMARKS F20 NOMINALLY 16" WIDE X 10" DEEP X 8" HEIGHT 277 (1) 100W MH WALL CLEAR LITHONIA WST SERIES NO. PULSE START F1 NOMINALLY 2'x4'x4 1/2" DEEP TROFFER. DIE -FORMED 277 (3)28W F32T8 CEILING PATTERN NO. 12 LITHONIA GT8 LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING, FLUSH STEEL HINGE RECESSED 0.125" NOMINAL LIGHTOLIER ADVANCE AND LATCH DOOR, BAKED WHITE ENAMEL FINISH W PRISMATIC METALUX OPTANIUM WITH MINIMUM 85% REFLECTANCE, FOAM GASKETED ACRYLIC ELECTRONIC F21 DOOR FRAME TO PREVENT LIGHT LEAKS. 277 (1)100W MH CANOPY W GOTHAM AH GOTHAM BALLAST F2 NOMINALLY 2'x4'x6" DEEP TROFFER. DIE -FORMED 120/277 (3)28W F32T8 CEILING 18 CELL LITHONIA 2PM3N LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING, REGRESSED V RECESSED PARABOLIC LIGHTOLIER ADVANCE ALUMINUM HINGE AND LATCH DOOR, BAKED WHITE = o—Z>zW LOW METALUX OPTANIUM L F22 ENAMEL FINISH WITH MIN. 85% IRIDESCENT DIFFUSE 120/277 (1) 13W DTT CEILING PENDANT IRIDESCENT LBL TOP -S LBL LIGHTING ELECTRONIC F23 SILVER FINISH PARABOLIC LOUVERS, 18 CELL 120/277 (1) 6W T5 WALL DIFFUSE SILVER ALKCO ERG SERIES ALKCO BALLAST F3 NOMINALLY 2'x4'x6" DEEP TROFFER, DIE -FORMED 277 (3)28W F32T8 CEILING WHITE LITHONIA AVANTE LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING DIRECT/INDIRECT RECESSED PERFORATED METALUX ADVANCE FIXTURE WITH SYMMETRIC DISTRIBUTION AND 0 U METAL LIGHTOLIER OPTANIUM STRAIGHT BLADE LOUVER WITH PERFORATED ELECTRONIC ROUND HOLE DIFFUSER BALLAST F4 NOMINALLY 3" X 9" W FLUORESCENT SUSPENDED 277 (3) 28W F32T8 AIRCRAFT SPECULAR PEERLESS PRIMA ID CORELITE PROGRAM START DIRECT/INDIRECT LINEAR FIXTURE WITH 20 GA. LITHONIA CABLE FINISH BLADE LIGHTOLIER ADVANCE STEEL HOUSING AND WHITE FINISH, ADJUSTABLE LIGHTOLIER SUSPENDED LOUVER LITECONTROL OPTANIUM 0 U L CABLE GRIPPERS, SPECULAR BAFFLE FINISH, EVENLITE SURE -LITE 6� ARROW PANEL, 6"x3/4" STROKE STENCIL FACE NEORAY ELECTRONIC CONTINUOUS ROWS AS SHOWN ON DRAWINGS s GREEN LETTERS "EXIT", HIGH IMPACT ACRYLIC Z O PEERLESS BALLAST F5 NOMINALLY 6 -DIA. APERTURE x8"HIGH OPEN 277 (2)26W F26TT CEILING DIFFUSER, AC ONLY GOTHAM AF6 GOTHAM ELECTRONIC � 1.1� DOWNLIGHT, LOW IRRIDESCENT SPECULAR CLEAR RECESSED NOMINALLY 8 -5/8"x13 -5/8"x2" DEEP LED ELECTRONIC EXIT LIGHT, SINGLE OR DOUBLE FACE AS INDICATED 277 LIGHTOLIER BALLAST ALUMINUM REFLECTOR, SELF FLANGED, DIE-CAST LITHONIA L,GHTOLIER ® ON DRAWING DOCUMENTS, BRUSHED ALUMINUM KIRLIN ALUMINUM TOP VENTED LAMP SOCKET HOUSING. EVENLITE FACE AND HOUSING, BLACK HOUSING, UNIV. SURFACE MOUNTING CANOPY, END, BACK OR TOP MOUNT, DOWN LIGHT, DIRECTIONAL ARROW, 6"x3/4" PORTFOLIO V F6 NOMINALLY 5"X 48" W OVERBED LIGHT FIXTURE, 120 (2) 28W F32T8 WALL HIGH IMPACT HILL ROM P005196A HILL ROM PROGRAM START EXTRUDED ALUMINUM BODY, INTEGRAL SWING w 0 00 MOUNTED ACRYLIC ADVANCE HOOK, WHITE POWDER COAT FINISH, LOW VOLTAGE cg OPTANIUM STEPPER RELAY FOR CONTROL BY NURSE CALL ELECTRONIC SYSTEM NOTES: 1. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. LAMP COLOR SHALL BE 3500 DEGREE K. 2. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 3. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE Fld) SHALL BE EQUIPPED WITH A LUTRON HILUME 1% DIMMING BALLAST BALLAST F7 NOMINALLY 4' LONG UNDERCOUNTER LIGHT COLD 120 (1)28W F32T8 SURFACE LATERAL PRISM LITHONIA N2S ALKCO PROGRAM START ROLLED STEEL HOUSING WITH SOLID FRONT DISTRIBUTION BELFER ADVANCE LATERAL PRISM LENS, WHITE FINISH, FIXTURE LENS FAILSAFE OPTANIUM SHALL BE FREE OF EXPOSED EDGES AND VISIBLE LITHONIA ELECTRONIC FASTENERS OCEAN STATE BALLAST Fg NOMINALLY 6 -DIA. APERTURE x7"HIGH LENSED 277 (2)26W F26DTT CEILING TEMPERED LITHONIA LF6LF GOTHAM ELECTRONIC SHOWER DOWNLIGHT, LOW IRRIDESCENT SPECULAR RECESSED PRISMATIC LIGHTOLIER BALLAST CLEAR ALUMINUM REFLECTOR, CEILING TRIM, LENS KIRLIN DIE-CAST ALUMINUM TOP VENTED LAMP SOCKET PORTFOLIO HOUSING, UL LISTED WET LOCATION, REGRESSED WHITE DOOR, TEMPERED PRISMATIC LENS F NOMINALLY Vx4'x6-1/2"DEEP OPEN INDUSTRIAL, 5% 277 (2)28W F32T8 CHAIN LITHONIA AF LITHONIA PROGRAM START UP LIGHT, BAKED WHITE ENAMEL FINISH, CHAIN SUSPENDED LIGHTOLIER ADVANCE HANGERS, TURRET TYPE LAMPHOLDERS, METALUX OPTANIUM COORDINATE LOCATIONS WITH MECH. EQUIP. ELECTRONIC PROVIDE WIREGUARD FOR EACH FIXTURE BALLAST F10 NOMINALLY 2'x2'x6" DEEP TROFFER, DIE -FORMED 277 (2)40W F40BX CEILING WHITE LITHONIA AVANTE LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING DIRECT/INDIRECT RECESSED PERFORATED METALUX ADVANCE FIXTURE WITH WIDE SYMMETRIC DISTRIBUTION METAL LIGHTOLIER OPTANIUM AND STRAIGHT BLADE LOUVER WITH PERFORATED ELECTRONIC ROUND HOLE DIFFUSER BALLAST F11 NOMINALLY 3"X 9" W FLUORESCENT SUSPENDED 277 (2) 28W F32T8 AIRCRAFT SPECULAR PEERLESS PRIMA ID CORELITE PROGRAM START DIRECT/INDIRECT LINEAR FIXTURE WITH 20 GA. CABLE FINISH BLADE LIGHTOLIER ADVANCE STEEL HOUSING AND WHITE FINISH, ADJUSTABLE SUSPENDED LOUVER LITECONTROL OPTANIUM CABLE GRIPPERS, SPECULAR BAFFLE FINISH, NEORAY ELECTRONIC CONTINUOUS ROWS AS SHOWN ON DRAWINGS PEERLESS BALLAST F12 NOMINALLY 4' LONG WALL MOUNTED OVER MIRROR, 277 (1)28W F28T5 WALL WHITE DIFFUSER DAC D1335 DAC PROGRAM START ALUMINUM BODY WITH WHITE FINISH AND UP/DOWN MOUNTED ADVANCE ADJUSTABLE LIGHTING, INSTALL +6" ABOVE MIRROR OPTANIUM TO BOTTOM OF FIXTURE ELECTRONIC BALLAST F13 NOMINALLY 2' LONG WALL MOUNTED OVER MIRROR, 277 (1)24W F24T5 WALL WHITE DIFFUSER DAC D1331 DAC PROGRAM START ALUMINUM BODY WITH WHITE FINISH AND UP/DOWN MOUNTED ADVANCE ADJUSTABLE LIGHTING, INSTALL +6" ABOVE MIRROR OPTANIUM TO BOTTOM OF FIXTURE ELECTRONIC BALLAST F14 NOMINALLY 9" WIDE WALL SLOT PERIMETER 277 (1)28W F32T8 CEILING LITHONIA RP NEORAY PROGRAM START SYSTEM, STAGGERED STRIP LIGHT FIXTURE WITH (2)25W F25T8 RECESSED LIGHTOLIER ADVANCE CURVED REFLECTOR, OPEN WITH LOW IRIDESCENT (2)17W F17T8 ELP OPTANIUM DIFFUSE SILVER FINISH. LENGTH AS REQUIRED TO LITHONIA ELECTRONIC SPAN LENGTH AS SHOWN ON THE DRAWINGS. BALLAST F15 NOMINALLY4"DIA. APERTURE x9-1/2"HIGH OPEN 277 (1)32W TRT CEILING GOTHAM AFV GOTHAM ELECTRONIC FLUORESCENT DOWNLIGHT, SELF FLANGED, LOW RECESSED LIGHTOLIER BALLAST IRIDESCENT SEMI SPECULAR REFLECTOR, DIE CAST KIRLIN ALUMINUM TOP VENTED SOCKET HOUSING PORTFOLIO F16 NOMINALLY 2'x4'x5 1/2" DEEP CLEANROOM TROFFER. 277 (6)28W F32T8 RECESSED LIGHTOLIER WES FAILSAFE PROGRAM START COLD ROLLED 20 GAUGE STEEL HOUSING, BAKED IN DRYWALL LIGHTOLIER ADVANCE ACRYLIC ENAMEL, FLUSH STEEL HINGE AND LATCH LITHONIA OPTANIUM DOOR, BAKED WHITE ENAMEL FINISH WITH MINIMUM ELECTRONIC 85% REFLECTANCE, GASKETED DOOR FRAME, UL BALLAST LISTED WET LOCATION F17 NOMINALLY 4' LONG WALL MOUNTED OVER MIRROR, 277 (1)54W F54T5HO WALL WHITE DIFFUSER DAC D1335 DAC PROGRAM START ALUMINUM BODY WITH WHITE FINISH AND UP/DOWN MOUNTED ADVANCE ADJUSTABLE LIGHTING, INSTALL +6" ABOVE MIRROR OPTANIUM TO BOTTOM OF FIXTURE ELECTRONIC BALLAST F18 NOMINALLY 2'x2'x4 1/2" DEEP TROFFER. DIE -FORMED 277 (2)40W F40BX CEILING PATTERN NO. 12 LITHONIA GTS LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING, FLUSH STEEL HINGE RECESSED 0.125" NOMINAL LIGHTOLIER ADVANCE AND LATCH DOOR, BAKED WHITE ENAMEL FINISH PRISMATIC METALUX OPTANIUM WITH MINIMUM 85% REFLECTANCE, FOAM GASKETED ACRYLIC ELECTRONIC DOOR FRAME TO PREVENT LIGHT LEAKS. BALLAST F1 A 7 NOMINAL 1'X4' FLUORESCENT PIT LIGHT WITH HIGH 120 (2) 28W F32T8 WALL LITHONIA DM LITHONIA PROGRAM START IMPACT DIFFUSER, CAM LATCHES, REINFORCED METALUX ADVANCE FIBERGLASS HOUSING, UL LISTED DAMP LOCATION LIGHTOLIER OPTANIUM ELECTRONIC BALLAST NOTES: 1. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. LAMP COLOR SHALL BE 3500 DEGREE K. 2. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 3. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE Fld) SHALL BE EQUIPPED WITH A LUTRON HILUME 1% DIMMING BALLAST 4. LIGHT FIXTURE TYPES WITH SUFFIX "f ( LIKE F1f ) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 5. LIGHT FIXTURE TYPES WITH SUFFIX "q" (LIKE F1q) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. 6. LIGHT FIXTURE TYPES WITH SUFFIX "L" (LIKE F1 L) SHALL BE EQUIPPED WITH 120V BALLAST. LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION VOLT LAMP NO. & TYPE MOUNT LENS SERIES NO. ACCEPTABLE MANUFACTURERS REMARKS � p 0 N N ~ O-�cocn W po�p SERIES NO. F20 NOMINALLY 16" WIDE X 10" DEEP X 8" HEIGHT 277 (1) 100W MH WALL CLEAR LITHONIA WST LITHONIA PULSE START TRAPEZOID SHAPE WALL MOUNTED EXTERIOR LIGHT FIXTURE, DIE-CAST ALUMINUM HOUSING, ONE-PIECE ALUMINUM HINGED DOOR WITH SILICONE GASKET, 0 ine MOUNTED TEMPERED GLASS LENS SERIES INVUE EXCELINE ELECTRONIC BALLAST IMPACT -RESISTANT LENSE, FULL CUTOFF DARK SKY O COMPLIANT, FINISH TO BE SELECTED BY ARCHITECT, W J D(D O W WET LOCATION RATED, TYPE 3 DISTRIB. V F21 NOMINALLY 7" ROUND DOWNLIGHT, SPUN -ALUMINUM 277 (1)100W MH CANOPY W GOTHAM AH GOTHAM PULSE START HOUSING, SEMI -SPECULAR ALZAK REFLECTOR, UL L RECESSED LIGHTOLIER ELECTRONIC LISTED DAMP LOCATION, PULSE START BALLAST V Q Z Z�0 Z KIRLIN BALLAST m Q QOJ = o—Z>zW C� PORTFOLIO j L F22 FLUORESCENT PENDANT FIXTURE WITH BRUSHED NICKEL PENDANT CANOPY, FROSTED WHITE LAMP SHADE, PENDANT LENGTH TO BE DETERMINED 120/277 (1) 13W DTT CEILING PENDANT WHITE GLASS LBL TOP -S LBL LIGHTING ELECTRONIC BALLAST F23 FLUORESCENT "IN USE" LIGHT WHITE STEEL 120/277 (1) 6W T5 WALL Q � no ALKCO ERG SERIES ALKCO ELECTRONIC U HOUSING WITH TRANSLUSCENT LENS WITH THE CERTIFIED BY: RECESSED FAILSAFE BALLAST WORDS "ROOM IN USE" SILKSCREENED ON THE COLE LIGHTING LENS IN RED LETTERS. 0 U cn O U EXIT NOMINALLY 8 -5/8"x11 -5/8"x2" DEEP LED ELECTRONIC 277 MULTIPLE LED UNIVERSAL LITHONIA SIGNATURE LITHONIA EXIT LIGHT, SINGLE OR DOUBLE FACE AS INDICATED WITH DIFFUSING LIGHTOLIER ® ON DRAWING DOCUMENTS, DIE CAST ALUMINUM HOUSING, UNIV. SURFACE MOUNTING CANOPY, END, BACK OR TOP MOUNT, DOWN LIGHT, DIRECTIONAL PANEL 0 U L EVENLITE SURE -LITE 6� ARROW PANEL, 6"x3/4" STROKE STENCIL FACE s GREEN LETTERS "EXIT", HIGH IMPACT ACRYLIC Z O DIFFUSER, AC ONLY � 1.1� Z 0 EX NOMINALLY 8 -5/8"x13 -5/8"x2" DEEP LED ELECTRONIC EXIT LIGHT, SINGLE OR DOUBLE FACE AS INDICATED 277 MULTIPLE LED WITH DIFFUSING UNIVERSAL LITHONIA EXTREME LITHONIA L,GHTOLIER ® ON DRAWING DOCUMENTS, BRUSHED ALUMINUM PANEL EVENLITE FACE AND HOUSING, BLACK HOUSING, UNIV. SURFACE MOUNTING CANOPY, END, BACK OR TOP MOUNT, DOWN LIGHT, DIRECTIONAL ARROW, 6"x3/4" LL SURE -LITE STROKE STENCIL FACE GREEN LETTERS "EXIT", AC w 0 00 ONLY, UL WET/DAMP LOCATION, -45C TO 45C cg cg w NOTES: 1. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. LAMP COLOR SHALL BE 3500 DEGREE K. 2. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 3. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE Fld) SHALL BE EQUIPPED WITH A LUTRON HILUME 1% DIMMING BALLAST 4. LIGHT FIXTURE TYPES WITH SUFFIX "f' ( LIKE Flf) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 5. LIGHT FIXTURE TYPES WITH SUFFIX "q" (LIKE F1q) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. 6. LIGHT FIXTURE TYPES WITH SUFFIX "L" (LIKE F1L) SHALL BE EQUIPPED WITH 120V BALLAST. U (IRT z� c co .0 ��• z'�rp o ,u U � p 0 N N ~ O-�cocn W po�p diano' 0 ine O W J D(D O W V Lu W W W z to f�—zM L JQo 0 CD 0� < W o LLwZ � Q 0�Q V Q Z Z�0 Z (�Z ~ m Q QOJ = o—Z>zW C� 0O Q � � j CL U N (/� Q M a QT_U o - z m mLu ?' m o D Y m w iz 0 Q � no H o U m CERTIFIED BY: NORTH: 0 U cn O U z O o 0 U L z Lu 0 F—� N Z O � 1.1� Z 0 a N m LL w 0 00 cg cg w SHEET NO. u Q Q 0 z SIGN: w CIVIL ENGINEER. HVAC DEJ AMERICAN STRUCTUREPOINT VECTOR CONSULTING LLC W H-001 HVAC SYMBOLS & ABBREVIATIONS H-201 FIRST FLOOR HVAC PLAN H-202 SECOND FLOOR HVAC PLAN H-203 THIRD FLOOR HVAC PLAN H-204 ROOF HVAC PLAN H-501 HVAC DETAILS H-502 HVAC DETAILS H-601 HVAC SCHEDULES LANDSCAPE ARCHITECT: ELECTRICAL DESIGN: SIMMONS ARCHITECTS, LLC. VECTOR CONSULTING LLC L101 LANDSCAPE PLAN E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS co E-201 FIRST FLOOR LIGHTING PLAN E-202 FIRST FLOOR POWER / SYSTEMS PLAN E-203 SECOND FLOOR LIGHTING PLAN E-204 SECOND FLOOR POWER / SYSTEMS PLAN E-205 THIRD FLOOR LIGHTING PLAN E-206 THIRD FLOOR POWER / SYSTEMS PLAN IrY E-207 ROOF LIGHTING PLAN E-208 ROOF POWER / SYSTEMS PLAN lfjA E-401 ELECTRICAL DETAILS E-402 ELECTRICAL DETAILS E-501 ONE -LINE POWER PLAN STRUCTURAL ENGINEER: E-502 ELECTRIC Oil- SCHEMATICS SMITH/ROBERTS & ASSOCIATES, INC. E-503 ELECTRICALSCHEMATICS FOR BIDDING ONLY NOT FOR CONISTRUCTION 06130/10 LU F101 FOUNDATION PLAN F102 DUMPSTER ENCLOSURE FOUNDATION PLAN F201 FOUNDATION DETAILS F202 FOUNDATION DETAILS AND GENERAL NOTES 13225 NORTH MERIDIAN STREET S101 SECOND FLOOR FRAMING PLAN S102 THIRD FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN CARMEL INDIANA 46032 S104 SCREENWALL / PARAPET FRAMING PLAN S201 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS S203 STRUCTURAL DETAILS S204 STRUCTURAL DETAILS AND GENERAL NOTES CLIENT LOG IONS AND DETAILS CODE I S301 BRACE ELEVATIONS PROJECT TEAM BUILDING SQUARE FOOTAGE: ILDER - OWNER DESIGN ---BU -.. .... ... . . .. Indmiana ARCHITECT: PLUMBING DESIGN: - -- -- SIMMONS ARCHITECTS, LLC. VECTOR CONSULTING LLC ISG REAL ESTATE INVESTMENTS, LLC BROWNING CONSTRUCTION INC. FIRST FLOOR 23,475 SQUARE FEET `- - -- -- — - - 18,375 SQUARE FEET P-001 ELECTRICAL SYMBOLS &,BBREVIATIONs - - - -- - 6100 WEST 96TH STREET SECOND FLOOR .. s Ille INDEX &COVER SHEET 8402 HARCOURT ROAD 18,375 SQUARE FEET _ _Pao1 FLOOR PLAN -FIRST FLOOR P-200 FOUNDATION PLUMBING PLAN SUITE 250 THIRD FLOOR P-201 FIRST FLOOR PLUMBING PLAN SUITE 600 60 225 SQUARE FEET A202 FLOOR PLAN - SECOND FLOOR INDIANAPOLIS, INDIANA 46278 BUILDING TOTAL Group A203 FLOOR PLAN - THIRD FLOOR P-202 SECOND FLOOR PLUMBING PLAN INDIANAPOLIS, INDIANA 46260 " A204 ROOF PLAN P-203 THIRD FLOOR PLUMBING PLAN PHONE (317) ???-???? PHONE (317) 344-7373 A205 ROOF SCREENWALL ELEVATIONS & DETAILS P-204 ROOF PLUMBING PLAN FAX (317) ???-???? FAX (317) 344-7473 A206 ROOF PLAN DETAILS P-401 PLUMBING DETAILS 07 DUMPSTER ENCLOSURE PLAN, ELEVATIONS & DETAILS P-601 PLUMBING SCHEDULES ,2 P-602 PLUMBING SCHEDULES ENGINEER STRUCTURAL RAL E N G I N E E R A208 PLAN DETAILS ARCHITECT AREA MAP 0 A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS ARCHITECTS I.I.C.SMITH/ROBERTS & ASSOC-IATES, INC. A401 WALL SECTIONS SIMMONS - - --_ - - CONSTRUCTION TYPE. A402 WALL SECTIONS 305 EAST NEW YORK STREET 405 MASSACHUSETTS AVENUE A403 WALL SECTIONSINDIANAPOLIS, INDIANA 46204 A404 WALL SECTIONS INDIANAPOLIS, INDIANA 46204 A405 WALL SECTIONS PHONE (317) 656-3500 PHONE - (317) 951-1043 II- B A406 WALL SECTION DETAILS FAX (317) 656-3501 FAX - (317) 951 '2160 LU A407 STAIR SECTIONS & DETAILS A408 STAIR SECTIONS &DETAILS A409 STAIR/ELEVATOR SECTIONS & DETAILS LANDSCAPING ARCHITECT CIVIL ENGINEER A410 ELEVATOR SECTIONS &DETAILS FIRE PROTECTION -- -- - _4501 DOOR SCHEDULE AND DETAILS AMERICAN STRUCTUREPOINT, INC. OCCUPANCY: SIMMONS ARCHITECTS, LLC. - A502 WINDOW & CURTAINWALL DETAILS - 305 EAST NEW YORK STREET 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46204 INDIANAPOLIS, INDIANA 46256 B -OFFICE PHONE (317) 656-3500 PHONE (317) 547-5580 FAX (317) 656-3501 FAX (317) 543-0270 HVAC DESIGN ELECTRICAL DESIGN VECTOR CONSULTING, LLC VECTOR CONSULTING, LLC 1005 NORTH SENATE AVENUE APPLICABLE BUILD-ING CODES; 1005 NORTH SENATE AVENUE O INDIANAPOLIS, INDIANA 46202 INDIANAPOLIS, INDIANA 46202 PHONE - (317) 632-4444 PHONE - (317) 632-4444 2008 INDIANA BUILDING CODE FAX ' (317) 632-4960 FAX - (317) 632-4960 ( 2006 INTERNATIONAL BUILDING CODE) FIRE PROTECTION 2008 INDIANA FIREFIRE CODE)DE SITE MAP PLU_ _MBING DESIGN — _ ( 2006 INTERNATIONAL NSULTING LLC INDIANA ACCESSIBILITY CODE VECTOR CO- -- , (ICC/ANSI 117.1-2003) 1005 NORTH SENATE AVENUE INDIANAPOLIS, INDIANA 46202 INDIANA ELEVATOR SAFETY CODE ONE - 317 632-4444 ( 675 IAC 21-3 ELEVATOR SAFETY CODE, EFFECTIVE 12/15/06) PH ( ) FAX - (317) 632-4960 INDIANA ENERGY CONSERVATION CODE (CABO 1992 EDITION) 2008 INDIANA MECHANICAL (2006 INTERNATIONAL MECHANICAL CODE) INDIANA ELECTRICAL CODE ( 2005 EDITION - NFPA 70-2005 ) 1999 INDIANA PLUMBING CODE ( 1997 UNIFORM PLUMBING CODE) ES 2008 INDIANA FUEL GAS CODE w o 2006 INTERNATIONAL FUEL GAS CODE) o N ( 0 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ABBREVIATIONS ABBREVIATIONS A COMPRESSED AIR (100 PSIG) MAX MAXIMUM AFF ABOVE FINISHED FLOOR MBH 1000 BTU PER HOUR AFG ABOVE FINISHED GRADE MC MECHANICAL CONTRACTOR APPROX APPROXIMATELY MCA MINIMUM CIRCUIT AMPACITY ARCH ARCHITECT MECH MECHANICAL BLDG BUILDING MFR MANUFACTURER BP BOOSTER PUMP MIN MINIMUM BTU BRITISH THERMAL UNIT MISC MISCELLANEOUS BTUH BTU PER HOUR N/A NOT APPLICABLE CO CLEAN OUT N NITROGEN CP CIRCULATOR PUMP NO NITROUS OXIDE CW COLD WATER O OXYGEN DIA OR 0 DIAMETER OS OIL SEPARATOR DWG DRAWING PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR PD PRESSURE DROP ECO EXTERIOR CLEANOUT PH PHASE ELEC ELECTRIC PSI POUNDS PER SQUARE INCH EQUIP EQUIPMENT PSIA POUNDS PER SQUARE INCH ABSOLUTE ET EXPANSION TANK PSIG POUNDS PER SQUARE INCH GAGE EX EXISTING PW PURE WATER (CAP 2) OF DEGREES FAHRENHEIT PWR PURE WATER RETURN (CAP 2) FCO FLOOR CLEANOUT RPZ REDUCED PRESSURE BACKFLOW PREVENTER FD FLOOR DRAIN RD ROOF DRAIN G NATURAL GAS SAN SANITARY GAL GALLONS SH SHOWER GALV GALVANIZED SK SINK GC GENERAL CONTRACTOR SPEC SPECIFICATION GPH GALLONS PER HOUR SQ FT SQUARE FEET GPM GALLONS PER MINUTE ST STORM GT GREASE TRAP STD STANDARD GW GREASE WASTE TD TRENCH DRAIN HB HOSE BIB TMV THERMOSTATIC MIXING VALVE HP HORSEPOWER TYP TYPICAL HVAC HEATING VENTILATING AND AIR CONDITIONING UR URINAL HW HOT WATER V VOLT/VENT HX HEAT EXCHANGER VAC VACUUM HYD WALL HYDRANT VERT VERTICAL HZ HERTZ VOL VOLUME IMB ICE MAKER BOX VTR VENT THROUGH ROOF IN INCH W WASTE KW KILOWATT W/ WITH KWH KILOWATT HOUR WB WASHER BOX L LAVATORY WC WATER CLOSET LA LAB COMPRESS AIR (15 PSIG) WCO WALL CLEANOUT LB POUND WH WATER HEATER LF LINEAR FEET WS WATER SOFTENER LP LIQUIFIED PETROLEUM GAS YCO YARD CLEAN OUT DRAWING SYMBOLS Al 0 CONNECT NEW TO EXISTING DRAWING REVISION NUMBER PLAN NOTE NUMBER SECTION NUMBER WITH SHEET REFERENCE DETAIL NUMBER WITH SHEET REFERENCE A LA G G (2 PSI) PW PWR VAC I I III 0 N MV WAGD PIPING LEGEND DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN COMPRESSED AIR LAB COMPRESSED AIR NATURAL GAS (10" w.c.) NATURAL GAS (2 PSI) PURE WATER PURE WATER RETURN VACUUM NON -POTABLE WATER SANITARY (SUSPENDED) SANITARY (BURIED) STORM (SUSPENDED) STORM (BURIED) ACID WASTE (SUSPENDED) ACID WASTE (BURIED) VENT DRAIN OXYGEN NITROGEN NITROUS OXIDE MEDICAL VACUUM WASTE ANESTHESIA GAS DRAIN DIRECTION OF FLOW DIRECTION OF PITCH EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS CAP CLEAN OUT DROP REDUCER RISE TEE - BOTTOM CONNECTION TEE - SIDE CONNECTION TEE - TOP CONNECTION BALL VALVE --) ��- BUTTERFLY VALVE CHECK VALVE BALANCING VALVE WITH MEMORY STOP GATE VALVE I v I GAS VALVE PRESSURE REDUCING VALVE PIT PLUG RELIEF VALVE THERMOMETER - I I UNION IN-LINE CIRCULATOR PUMP PLUMBING NOTES: (APPLY TO ALL PLUMBING DRAWINGS) 1. ALL PLUMBING SYSTEMS TO BE INSTALLED TO MEET THE REQUIREMENTS OF UNIFORM PLUMBING CODE, 1997 (WITH 1999 INDIANA AMMENDMENTS). 2. ALL SOIL AND WASTE PIPING SHALL BE INSTALLED AT A MINIMUM Y8" (1%) PER FOOT GRADE UNLSESS INDICATED OTHERWISE ON THE DRAWINGS. 3. PIPING AND/OR EQUIPMENT SHALL NOT BE SUPPORTED FROM STRUCTURAL MEMEBERS WITHOUT PRIOR REVIEW AND APPROVAL FROM THE STRUCTURAL ENGINEER. 4. PROVIDE FREEZE PROTECTION FOR ALL DOMESTIC WATER PIPING AND TRAPS INSTALLED IN UNHEATED AREAS. USE ELECTRIC HEAT TRACE CABLE AND INCLUDE ALL ACCESSORIES FOR A COMPLETE AUTOMATIC OPERATING FREEZE PROTECTION SYSTEM. COVER WITH INSULATION. ALL HEAT TRACING COMPONENTS SHALL BE PROVIDED AND INSTALLED BY THE PLUMIBNG CONTRACTOR. FINAL CONNECTION TO THE ELECTRICAL SYSTEM SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. 5. CONTRACTOR IS PROHIBITED FROM USING LEAD-BASED SOLDER. 6. ALL DOMESTIC WATER PIPING SHALL BE INSULATED. REFER TO INSULATION SCHEDULE IN SPECIFICATIONS. 7. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES. 8. ALL PIPING, VALVES, AND ACCESSORIES SERVING EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES. 9. ANCILLARY SYSTEMS NOT ASSOCIATED WITH EQUIPMENT SHALL NOT BE INSTALLED SO AS TO INHIBIT SERVICING AND/OR REMOVAL OF SAID EQUIPMENT. 10. STERILIZE DOMESTIC WATER PIPING SYSTEM IN ACCORDANCE WITH STATE AND LOCAL CODES, AND BASE BUILDING SPECIFICATIONS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN ON-SITE FLOW TEST AT THE NEAREST FIRE HYDRANT. THE RESULTS OF THIS TEST SHALL BE SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF TEST. 12. PRIOR TO THE INSTALLTION, FABRICATION, REMOVAL, OR RELOCATION OF ANY WORK, THE CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE ACTUAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND SHALL FULLY COORDINATE ALL WORK WITH THE ARCHITECTURAL PLANS, BUILDING STRUCTURE, AND WORK OF ALL OTHER TRADES. CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION. 13. FOUNDATION AND FOOTINGS SHALL NOT BE DISTURBED WITHOUT OBTAINING PERMISSION FROM THE ARCHITECT AND/OR STRUCTURAL ENGINEER. PROPER UNDERPINNING METHODS SHALL BE USED TO PROTECT AFFECTED FOUNDATION COMPONENTS. 14. PROVIDE SLEEVES FOR ALL PIPING THAT PENETRATES FULL HEIGHT WALLS, WHETHER SHOWN OR NOT. 15. PROVIDE A CHECK VALVE ON HOT AND COLD WATER BRANCH LINES SERVING ALL MOP SINKS, WHETHER SHOWN ON NOT. 16. INSULATE ALL PLASTIC PIPING IN RETURN AIR PLENUMS TO MAINTAIN 2%0 FIRE SMOKE RATING AND AS DIRECTED IN SPECIFICATIONS. 17. COORDINATE VENT PENETRATIONS WITH MECHANICAL ROOF TOP EQUIPMENT, REFER TO "H" SERIES DRAWINGS. OFFSET VENTS AS REQUIRED TO MAINTAIN MINIMUM 10'-0" SEPARATION FROM AIR INTAKES. ro m cn cr) U) FIRE PROTECTION NOTES: 3-00 (APPLY TO ALL PLUMBING DRAWINGS) 1. FIRE PROTECTION SYSTEM FOR BUILDING SHALL BE DESIGNED FOR 2 LIGHT HAZARD, 0.10 GPM PER SQUARE FOOT OVER 1,500 SQUARE FEET. MECHANICAL, STORAGE AND LAB AREAS SHALL BE DESIGNED LOU FOR ORDINARY HAZARD, 0.15 GPM PER SQUARE FOOT OVER 1,500 __.............--.......... SQUARE FEET. 2. SPRINKLER SYSTEM SHALL BE HYDRAULLICALLY CALCULATED, FULLY SUPERVISED AND INSTALLED ACCORDING TO NFPA 13. 3. CONTRACTOR SHALL OBTAIN FLOW TEST DATA BY MEANS OF A FLOW TEST PRIOR TO DESIGN HYDRAULIC CALCULATION OF SPRINKLER SYSTEM. EM ITEMS RE ' 4. ALL SPRINKLER SYST QUIRED BY CODE SHALL BE THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR WHETHERNORspine SHOWN ON THE DRAWNGS AND SPECIFICATIONS OR NOT.MAI Ewmwmft 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION, he OWN LAYOUT, CODE COMPLIANCE AND DESIGN. 6. PROVIDE UPRIGHT HEADS IN UNFINISHED SPACES (I.E.: THOSE WITH EXPOSED STRUCTURE), RECESSED PENDENT HEADS IN FINISHED SPACES (I.E.: THOSE WITH LAY -IN OR HARD CEILINGS), SIDEWALL HEADS WHERE IMPRACTICAL TO INSTALL PENDENT OR UPRIGHT TYPE, OR AS INDICATED OTHERWISE ON THE DRAWINGS. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION OF CEILING MOUNTED ITEMS. 8. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO ATTEND ALL co BUILDING WALK-THRU'S (AFTER BUILDING IS OCCUPIED AND PRIOR TO O THE END OF THE 1 YEAR WARRANTY PERIOD) BY THE BUILDING FIRE MARSHAL AND IS RESPONSIBLE FOR MAKING ANY MODIFICATIONS TO Z THE SYSTEM REQUIRED AS A RESULT OF THIS BUILDING INSPECTION. O GENERAL NOTES: ~ g � 1. ALL CONTRACT DOCUMENTS (SPECIFICATIONS AND DRAWINGS), I.E.: W ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE O PROTECTION, AND ELECTRICAL ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION TO OBTAIN COMPLETE CONSTRUCTION m fl� INFORMATION. m Q o � 2. ALL CONFLICTS, WHICH MAY PREVENT THE COMPLETION OF WORK AS W INTENDED, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. w uj THE CONTRACTOR SHALL NOT PROCEED WITH ANY RELATED WORK UNTIL ALL CONFLICTS ARE RESOLVED AND THE CLARIFYING Jz cf) INFORMATION IS ISSUED TO THE CONTRACTOR BY THE ARCHITECT. O z Z M 3. IT IS THE INTENTION OF THESE DRAWINGS TO CALL FOR FINISHED m 0. J Q O WORK, I.E.: FULLY ADJUSTED, TESTED, AND READY FOR OPERATION. - 't WHEREVER THE WORD PROVIDE IS USED, IT SHALL MEAN, FURNISH V AND INSTALL COMPLETE AND READY FOR USE". O LaL LLJ Z 4. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND DO NOT o < (.9 2< NECESSARILY SHOW EVERY COMPONENT AND/OR ACCESSORY Z p z Z 0 REQUIRED FOR A COMPLETE INSTALLATION. THE CONTRACTOR m Z SHALL INCLUDE SUCH ITEMS AS ARE REQUIRED TO ENSURE THAT m Q Q J THE ENTIRE SYSTEM IS FUNCTIONING IN COMPLIANCE WITH = w Z LJ.I APPLICABLE CODES, ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S INSTALLATION a O 0Lo REQUIREMENTS/RECOMMENDATIONS UPON COMPLETION OF WORK. p CCN Q w 5. ALL CUTTING, DRILLING AND PATCHING OF WALLS, FLOORS, AND/OR ~ a V F- STUCTURAL MEMBERS FOR THE INSTALLATION OF THE PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE PROVIDED. STRUCTURAL Z m = COMPONENTS SHALL NOT BE CUT, DRILLED OR MODIFIED IN ANY WAY z Z ~ uj Y m o 0 IM WITHOUT THE STRUCTURAL ENGINEER'S REVIEW AND PRIOR a = o WRITTEN APPROVAL. cn o o U CERTIFIED BY: 6. PROVIDE NFPA APPROVED FIRE STOPPING WHERE PIPES PENETRATE FIRE RATED FLOORS AND WALLS. EACH TRADE IS RESPONSIBLE FOR O JG THEIR OWN FIRE STOP INSTALLATION. 0�•��,`e'� 5 � 7. FIELD VERIFICATION: CONTRACTOR SHALL INSPECT AND VERIFY ALL EXISTING FIELD CONDITIONS, CLEARANCES AND DIMENSIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. SHOULD O DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT � ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ANY WORK. 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P=202 < O .j (L 0 Z m gm w w W D .j z U) (L �ZM C) 0 C) (.0 't 0 0LLWZ LL < � < LL (3 zZ 21:0 Z zQO- O co o_ —j 2zw W U) 0 a- 0 Z () 04 W U)N< Lu cy) < 9 co Lu m0 en Lu �e 0 d ;z co Lu m CERTIFIED BY: N\ NORTH: v ��olllllllll �nnnn■� SHEET NO. P=202 i 2" SEE FLOOR PLANS FOR CONTINUATION--- -- �" Y2' 1 1 N.O. 1Y" 1 -- %a" I I 3" I PRESSURE GAU THERMOMETER 1 (TMP) (TMP) g CHECK VALVE 1 (TMP) I HEAT TRAP CE VALVE BALL VALVE (TYP) r 1Y2" U ASME T&P J I RELIEF VALVE (TMP) o r 1Y" TERMINATE RELIEF ----40 OVER FLOOR DRAIN 1" WH -1 1Y2" 11 2 0 FLOOR DRAIN J SEE FLOOR PLANS FOR LOCATION GAS WATER HEATER SYSTEM DETAIL SCALE: NONE 1 1 14" SEE FLOOR PLANS Gv G G FOR CONTINUATION 1" �- 3" PVC COMBUSTION AIR & 3" PVC FLUE - SEE HVAC PLANS FOR CONTINUATION c� (TYP) -1Y2' 1 7 WH -1 FLOOR DIRT LEG (TYP) NOTES: 1. KEEP ALL PIPING COMPACT BUT SERVICEABLE. 2. KEEP ALL VALVES 6'-6" OR LESS ABOVE FLOOR. 3. COORDINATE INSTALLATION OF PIPING AND EQUIPMENT WITH MECHANICAL CONTRACTOR AND DUCTWORK LAYOUT. 4. MAINTAIN 1'-6" CLEARANCE BETWEEN BACK OF WATER HEATER AND WALL TO ALLOW INSTALLATION OF FLUE AND COMBUSTION AIR PIPING. 5. MAINTAIN 1'-0" CLEARANCE BETWEEN WATER HEATERS. 4" HIGH COI I COLD WATER, HOT WATER, COLD SOFT WATER SUPPLY PIPING WATER HAMMER ARRESTER (WHA -4) PRESSURE GAUGE TO EQUIPMENT SHUT-OFF VALVE STERILIZERS & WASHERS PIPING DETAIL SCALE: NONE SHUT-OFF VALVE FLAME ARRESTOR OXYGEN PIPING SYSTEM DETAIL NO SCALE PRESSURE REGULATOR U J oJ z� C Cly W � �D/trj U tv VJ ro 11, O Z A co �i(o w C��� _�� ro O 4 cc Cp ,ro m cr) LLI �5 c� Low 3— : 2 ........................................... ao wel sine rouw- co O 5 n Z) O F - w LLJ 0� J Z � Q FF- z CN Jam W �_� (� 0 LLwZ LL C��Q Z m Z ZFF-Z � m QQO_ D ao0 o �zw -'L02 o UNw z�MQ W F- a w Z O ZLu Z p O0 = Y Lu J W H W 2 V Z m 0 CERTIFIED BY: 0 JG 1�oto�oo�o 0 NORTH: 0 F U Z� Z O a U 0 o EEz U CD W C3 J H CL O M O �m Q N O Li O W Q D N O M O W SHEET NO. J J z N v cn .0 Q � z a o �r oc�o a p.ro� U Dar's LULo LJMWJ .. mana, Spina R Ufo:up Im 0 2 0 W W LLJ W � 0 � W Z M Q _ JC)(D o LLWcn Z C� Q Q Z Z z=o m z -F-z w 2ZW a op-'Lo� CL (-)NW w O U) M Q J w 2-F } m Z Z~ Ym O Q w m cii M Q U CERTIFIED BY: � JG 4, O� NORTH: 0 U Z a ~o U z � I w W J N Z Co �z uc 0 m a N LL 00 w H M O Q �Np �Mpp O O w SHEET NO. WATER HAMMER ARRESTER SCHEDULE TAG I.P.S. F.U. RATING J.R. SMITH N0. WADE N0. ZURN N0. REMARK WHA -1 3/4" 1 - 11 5005 W-5 100 P.D.I CERTIFIED WHA -2 1" 12 - 32 5010 W-10 200 P.D.I CERTIFIED WHA -3 1" 33 - 60 5020 W-20 300 P.D.I CERTIFIED WHA -4 1" 61 - 113 5030 W-50 400 P.D.I CERTIFIED PLUMBING EQUIPMENT SCHEDULE UNIT ELECTRICAL DATA GAS DATA MANUFACTURER/MODEL NUMBER NO. NOTES 2" 15" TO SEAT FLOOR DRAIN: JAY R. SMITH 2O41Y-A-NB; ZURN; JOSAM; WADE; CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB MIFAB FD -1 OUTLET. 3" 2" STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT TAG SPECIFICATION NAME MANUFACTURER MODEL # WEIGHT CAPACITY V -PH -HZ HP KW MBH IN MBH OUT STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT FLOOR DRAIN: JAY R. SMITH 2O41Y-A-NB-F37; ZURN; JOSAM; INTEGRAL 93 GALLON CAPACITY WADE; MIFAB FD -3 OUTLET. LAVATORY -COUNTERTOP WITH INTEGRAL BOWL 1/2" 1/2" STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND (2) WH -1 WATER HEATER LOCHINVAR SNR -150-100 - 175 GPH RECOVERY 120V-1 PH - - 150 144 SET OUTLET TEMP AT 140°F 1/2" (STATE; AO SMITH) 1 1/2" 1 1/2" @ 100°F TEMP. RISE JAY R. SMITH 4141S (TILE); SINK -TWO COMPARTMENT CAST IRON BODY, ROUND ADJUSTABLE SECURED NICKEL JAY R. SMITH 4021S (CARPET); FCO BRONZE COVER, BRONZE PLUG, GASKET SEAL. (2) WH -2 WATER HEATER LOCHINVAR SNR -200-100 _ 93 GALLON CAPACITY 120V-1 PH - - 199 191 SET OUTLET TEMP AT 140°F 1 1/2" (STATE; AO SMITH) CLINIC SINK -FLUSH VALVE, FAUCET, BEDPAN WASHER 3/4" 233 GPH RECOVERY @ 100°F TEMP. RISE (1) 11/4" (2) 3/4" INTEGRAL 4" 2" 30" TO RIM ET -1 THERMAL EXPANSION TANK AMTROL ET -5 - 4.55 GALLONS TANK VOLUME 11/2" 11/2" 11/2" MOUNT IN COUNTERTOP SH -1 SHOWER -ADA 1/2" _ (TACO; WATTS) 2" 2" 1 1/2" 42" (VALVE), 60" (HAND SPRAY), 78" (HEAD) MB -1 MOP BASIN 3/4" CP -1 CIRCULATOR PUMP ARMSTRONG S25 1 1/2" 3 GPM @ 10 FT TOTAL DYNAMIC HEAD 115-1-60 1/12 1/2" ALL BRONZE CONSTRUCTION (120°F HOT WATER) (TACO; GRUNDFOS) MOUNT 12" A.F.F. _ CONTROLLED BY AQUASTAT AIR GAP FITTING -PIPE RPZ-1,2 BACKFLOW PREVENTER WILKINS 2" 975XLS _ 100 GPM @ 13 PSI DROP _ _ DRAIN TO MOP BASIN (AMES; FEBCO) OR FLOOR DRAIN VP -1,2 MEDICAL VACUUM PUMP OHIO MEDICAL C3006 -T2 - 21 SCFM @ 19" HG 460V - 3 PH 3 TWIN 3/4" ALTERNATING, 1 CU. FT./TANK, (2) 9" MINERAL TANKS, WS -1 WATER SOFTENER SYSTEM AQUA SYSTEMS 9100TW.75D100ST PIPE DRAIN TO FLOOR DRAIN (1) 18" X 40" BRINE TANK RO-1 REVERSE OSMOSIS UNIT AQUA SYSTEMS AQLP-100 WITH PERMEATE PUMP; WITH 45 GALLON PRESSURE TANK PIPE DRAIN TO FLOOR DRAIN TMV-1 THERMOSTATIC MIXING VALVE SYMMONS 5-400A 0.5 GPM MIN. - 37 GPM MAX. FLOW RATE AT 20 PSI PRESSURE DIFFERENTIAL MOUNT AT 60" A.F.F. NM -1 NITROGEN MANIFOLD OHIO MEDICAL 262799-03 3 X 3 CYLINDER 120V - 1 PH NOM -1 NITROUS OXIDE MANIFOLD OHIO MEDICAL 262798-02 2 X 2 CYLINDER 120V - 1 PH OM -1 OXYGEN MANIFOLD OHIO MEDICAL 262797-04 4 X 4 CYLINDER 120V - 1 PH BP -1 PACKAGED DUPLEX DELTA P SYSTEMS DDPES 165 GPM @ 13.83 FT TDH (EACH PUMP) 165 GPM TOTAL CAPACITY 208-3-60 3.0 (EA) 6, 7 BOOSTER PUMP (GRUNDFOS) DUPLEX DELTA PAK 38 PSI SUCTION PRESSURE; 60 PSI DISCHARGE NOTES: 1.) SET OUTLET TEMPERATURE AT 140°F. 5.) PROVIDE 120V DUPLEX OUTLET WITHIN 5'-0" OF UNIT. 2.) TERMINATE T8�P RELIEF OVER FLOOR DRAIN. 6) LEAD PUMP - VFD; LAG PUMP -CONSTANT PRESSURE. 3.) PROVIDE AIR GAP FITTING, ROUTE DRAIN 7.) PROVIDE 34 GALLON NON-ASME HYDRO -PNEUMATIC TANK AND TERMINATE OVER FLOOR DRAIN. (EQUAL TO AMTROL MODEL ST -60V), FOR REMOTE MOUNTING BY OTHERS. 4.) BRONZE CONSTRUCTION. DRAINAGE FITTING SCHEDULE 0. MARK FIXTURE MANUFACTURER/MODEL NUMBER NO. DESCRIPTION 2" 15" TO SEAT FLOOR DRAIN: JAY R. SMITH 2O41Y-A-NB; ZURN; JOSAM; WADE; CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB MIFAB FD -1 OUTLET. 3" 2" STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT UR -1 URINAL -FLUSH VALVE, FLOOR DRAIN: JAY R. SMITH 2O05Y-A-NB; ZURN; JOSAM; WADE; 3/4" CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB MIFAB FD -2 OUTLET. 24" TO RIM UR -2 STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT FLOOR DRAIN: JAY R. SMITH 2O41Y-A-NB-F37; ZURN; JOSAM; INTEGRAL CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB WADE; MIFAB FD -3 OUTLET. LAVATORY -COUNTERTOP WITH INTEGRAL BOWL 1/2" 1/2" STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND 1/2" 1/211 TOP, ANTI -FLOOD RIM. 1 1/2" 1 1/2" 1 1/2" 1 1/2" FLOOR DRAIN: JAY R. SMITH 2230Y -NB; ZURN; JOSAM; WADE; LAVATORY -WALL HUNG, ADA CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB MIFAB FD -4 OUTLET. SEDIMENT BUCKET. 1/2" STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT. 1 1/2" 1 1/2" FLOOR CLEANOUT: JAY R. SMITH 4141S (TILE); SINK -TWO COMPARTMENT CAST IRON BODY, ROUND ADJUSTABLE SECURED NICKEL JAY R. SMITH 4021S (CARPET); FCO BRONZE COVER, BRONZE PLUG, GASKET SEAL. JAY R. SMITH 4221S (CONCRETE); 1 1/2" 1 1/2" ZURN; JOSAM; WADE; MIFAB SK -3 WALL CLEANOUT: JAY R. SMITH 4710; ZURN; JOSAM; WADE; MIFAB STAINLESS STEEL SHALLOW COVER WITH CENTER - WCO VANDAL PROOF SCREW. 1 1/2" PLUMBING FIXTURE ROUGH -IN SCHEDULE TAG FIXTURE DESCRIPTION HW TW CW CSW TRAP W V MOUNTING HEIGHT WC -1 WATER CLOSET -FLUSH VALVE INTEGRAL 3" 2" 15" TO SEAT WC -2 WATER CLOSET -FLUSH VALVE, ADA 1" INTEGRAL 3" 2" 17" TO SEAT UR -1 URINAL -FLUSH VALVE, 3/4" INTEGRAL 2" 1 1/2" 24" TO RIM UR -2 URINAL -FLUSH VALVE, ADA 3/4" INTEGRAL 2" 1 1/2" 17" TO RIM L-1 LAVATORY -COUNTERTOP WITH INTEGRAL BOWL 1/2" 1/2" 1/2" 1/211 1 1/4" 1 1/4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" SEE ARCHITECTURAL DRAWINGS 34" TO RIM L-2 LAVATORY -WALL HUNG, ADA SK -1 SINK -ONE COMPARTMENT 1/2" 1/2" 11/21, 1 1/2" 1 1/2" M�191RIIWICOUNTERTOP 8P=601 SK -2 SINK -TWO COMPARTMENT 1/2" _ 1/2" 1 1/2" 1 1/2" 1 1/2" MOUNT IN COUNTERTOP SK -3 SURGEONS SCRUB SINK -SINGLE COMPARTMENT 1/2" 1/2" - 1 1/2" 1 1/2" 1 1/2" SK -4 CLINIC SINK -FLUSH VALVE, FAUCET, BEDPAN WASHER 3/4" (1) 11/4" (2) 3/4" INTEGRAL 4" 2" 30" TO RIM SK -5 SINGLE COMPARTMENT -DEEP SINK 1/2" 1/2" 11/2" 11/2" 11/2" MOUNT IN COUNTERTOP SH -1 SHOWER -ADA 1/2" _ 1/2" 2" 2" 1 1/2" 42" (VALVE), 60" (HAND SPRAY), 78" (HEAD) MB -1 MOP BASIN 3/4" 3/4" 3" 3" 1 1/2" 36" TO FAUCET IMB-1 ICE MAKER BOX 1/2" _ _ MOUNT 12" A.F.F. U J rJ� z QCi 'ZI- 0 � �rn t O fi � k w LOUAda- s� ana n' PC �rGu :p fn O Ory 0 U) Lij W w W w J � z W W Z M Q _ �pCD V U�� 0 �WZ C� (, Q O�Q Z Z Q z~Z m (�- m Q QOM w 2 z w U) Lo �. a0 z ul U) co J a Q CU Lu z m� o= Z Y m Z J W W co U O0 CERTIFIED BY: ��� �O C�0 JG O� NORTH: z 0 F U Z� U Z 65 O t` a_ o � z w � o Li N Z � O � Z_ Li 0 D m a N Li Tsw Lu SHEET NO.Pm602 PLUMBING FIXTURE SCHEDULE TAG FIXTURE DESCRIPTION FIXTURE TRIM &ACCESSORIES WATER CLOSET: (WC-1,2) (WC-1): (WC-1 ): VITREOUS CHINA, FLOOR MOUNTED, BOTTOM OUTLET, AMERICAN STANDARD FLUSH VALVE: SLOAN OPTIMA PLUS G2 WC-1, 2 SIPHON-JET FLUSHING ACTION, 1Y2" TOP SPUD, 1.6 GPF. MADERA: 2234.015; KOHLER BATTERY POWERED SENSOR OPERATED, MODEL 8111; ZURN FLUSH VALVE: (WC-2): EXPOSED DIAPHRAGM TYPE, 1Y2" TOP SPUD, HARD AMERICAN STANDARD (WC-2): WIRED SENSOR OPERATED, COURTESY FLUSH MADERA 17" H: 3043.102; FLUSH VALVE: SLOAN OPTIMA PLUS G2 OVERRIDE BUTTON, 1" IPS SCREWDRIVER ANGLE KOHLER BATTERY POWERED SENSOR OPERATED, CHECK STOP, VANDAL RESISTANT COVER, MODEL 8111; ZURN ADJUSTABLE TAILPIECE, CHROME PLATED EXPOSED FLUSHOMETER PARTS, SYNTHETIC RUBBER DIAPHRAGM AND WETTED PARTS, 1.6 GPF. (WC-1,2): SEAT: BENEKE 527; CHURCH; OLSONITE; SEAT: (WC-1,2) BEMIS; AMERICAN STANDARD EXTRA-HEAVY-DUTY, ELONGATED OPEN FRONT, SOLID PLASTIC WITH INTEGRAL MOLDED BUMPERS, CHECK HINGES, STAINLESS STEEL POSTS, STAINLESS STEEL WASHERS AND NUTS. URINAL: AMERICAN STANDARD (UR-1, 2) WALL HUNG, 2" THREADED BACK OUTLET, VITREOUS WASHBROOK 6501.010; FLUSH VALVE: SLOAN OPTIMA PLUS G2 UR-1,2 CHINA, SIPHON JET FLUSHING ACTION, EXTENDED SIDE KOHLER BATTERY POWERED SENSOR OPERATED, SHIELDS, 3/4' TOP SPUD, 1.0 GPF. MODEL 8186-1.0; ZURN FLUSH VALVE: EXPOSED DIAPHRAGM TYPE, %4" TOP SPUD, ADA CARRIER: J.R. SMITH; ZURN; JOSAM; WADE; COMPLIANT METAL OSCILLATING NON-HOLD OPEN MIFAB HANDLE, 3/4" IPS SCREWDRIVER ANGLE CHECK STOP, VANDAL RESISTANT STOP COVER, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION, SPUD COUPLING, WALL AND SPUD ESCUTCHEON, DUAL-FILTERED-BY-PASS, SYNTHETIC RUBBER DIAPHRAGM, STOP SEAT, VACUUM BREAKER, 1.0 GPF. LAVATORY: (L-1) (L-1): BY G.C. (L-1): FAUCET: CHICAGO FAUCET 116.221.21.1 INTEGRAL BOWL AND COUNTERTOP BY G.C. WITH EXTERNAL MIXER; ZURN; T8LS L-1,2 (L-2): AMERICAN STANDARD LAVATORY: (L-2) LUCERNE 0355.012; KOHLER (L-2): FAUCET: CHICAGO FAUCET 116.223.21.1 VITREOUS CHINA, WALL HUNG, FRONT OVERFLOW, GOOSENECT SPOUT WITH EXTERNAL MIXER; SELF DRAINING DECK, FAUCET LEDGE, 4" CENTERS, ZURN; T8�S CONCEALED ARM CARRIER. (L-1,2): STRAINER/ TAILPIECE: McGUIRE FAUCET: (L-1, 2) 155WC; ZURN; BRASS CRAFT CAST BRASS, CERAMIC CONTROL COMPONENTS, SINGLE HOLE, DECK MOUNT, 2.2 GPM AERATOR, (L-1,2): P-TRAP: McGUIRE 8902; ZURN; BRASS ADJUSTABLE LIMIT STOP, %" SUPPLIES. CRAFT STRAINER /TAILPIECE: (L-1,2) (L-1,2): SUPPLIES: McGUIRE 2165LK; ZURN; CHROME PLATED CAST BRASS, OPEN GRID DRAIN BRASS CRAFT STRAINER, CAST BRASS ELBOW, 1Y2°, 17-GAUGE TUBULAR BRASS OFFSET TAILPIECE. (L-1,2): PROTECTIVE COVER COMPLYING WITH ASTM E84: TRUEBRO LAVGUARD; McGUIRE; P-TRAP: (L-1,2) PLUMERX CHROME PLATED ADJUSTABLE CAST BRASS, 1Ya" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17-GAUGE (L-2): SUPPORT CARRIER: JAY R. SMITH; ZURN; TUBING TO WALL, WALL ESCUTCHEON. JOSAM; WADE; MIFAB SUPPLIES: (L-1,2) CHROME PLATED BRASS ANGLE STOP, Y2" IPS INLET, 3/g" COMPRESSION OUTLET, LOOSE KEY HANDLE, 3/8' OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS. SINK: (SK-1, 5) (SK-1): JUST SL-2017-A-GR; (SK-1, 5) FAUCET: CHICAGO 786-369-CP; T8�S; SK-1, 2,5 FABRICATED 304,18-GAUGE, STAINLESS STEEL, SINGLE ELKAY ZURN COMPARTMENT, INTERIOR AND TOP SURFACES POLISHED SATIN FINISH, 3-HOLE PUNCHED, SOUND (SK-2): JUST DL-2233-A-GR; (SK-2) FAUCET: CHICAGO 1102-CP-E3-369 WITH DEADENED, SELF-RIMMING, TEMPLATE FOR COUNTER ELKAY HOSE SPRAY; T8LS; ZURN CUT AND SEALANT. (SK-5): JUST SLX-2222-A-GR; (SK-1,2) STRAINER/TAILPIECE: JUST J-35; SINK: (SK-2) ELKAY ELKAY; McGUIRE FABRICATED 304,18-GAUGE, STAINLESS STEEL, TWO COMPARTMENT, INTERIOR AND TOP SURFACES (SK-1,2) P-TRAP: McGUIRE 8912; ZURN; BRASS POLISHED SATIN FINISH, 4-HOLE PUNCHED, SOUND CRAFT DEADENED, SELF-RIMMING, TEMPLATE FOR COUNTER CUT AND SEALANT. (SK-1,2) SUPPLIES: McGUIRE 2165LK; ZURN; BRASS CRAFT FAUCET: (SK-1,2,5) CAST BRASS, GOOSENECK SPOUT, QUATURN OPERATING CARTRIDGES, 8" CENTERS, 2.2 GPM LAMINAR FLOW AERATOR, LEVER HANDLES WITH RED/BLUE INDICATORS. (SIDE VEGETABLE SPRAY, SK-2 ONLY) STRAINER/TAILPIECE: (SK-1,2) STAINLESS STEEL CRUMB CUP STRAINER WITH REMOVABLE STAINLESS STEEL BASKET AND RUBBER SEAT STOPPER, 1Yz" CHROME PLATED BRASS TAILPIECE. P-TRAP: (SK-1,2) CHROME PLATED ADJUSTABLE CAST BRASS, 1Yz" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17-GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLIES: (SK-1,2) CHROME PLATED BRASS ANGLE STOP, Y2' IPS INLET, 3/$' COMPRESSION OUTLET, LOOSE KEY HANDLE, %8" OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS. SINK: (SK-3) SURGEONS SCRUB SINK (SK-3): SKYTRON MODEL (SK-3) FAUCET: SKYTRON GOOSENECK SPRAY SK-3 FABRICATED 304,18-GAUGE, PLUMBING FIXTURE SCHEDULE TAG FIXTURE DESCRIPTION FIXTURE TRIM &ACCESSORIES CLINIC SINK: AMERICAN STANDARD RIM GUARD: AMERICAN STANDARD 7832.017; VITREOUS CHINA, FLUSHING RIM, SIPHON JET ACTION, 9512.013; KOHLER; CRANE; KOHLER; CRANE; ELJER; ZURN SK -4 1Y2" TOP SPUD, WALL HUNG, BACK OUTLET. ELJER; ZURN FLUSH VALVE: SLOAN 117H; ZURN RIM GUARD: STAINLESS STEEL. FAUCET: CHICAGO 815 -CP; T8�S; ZURN FLUSH VALVE: BEDPAN WASHER: CHICAGO 809-777-21 K; T&S; QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME ZURN PLATED, ADA COMPLIANT METAL OSCILLATING NON -HOLD OPEN HANDLE ON FRONT OF VALVE, 1" IPS CARRIER: JAY R. SMITH; ZURN; WADE; MIFAB; SCREWDRIVER ANGLE STOP, VANDAL RESISTANT JOSAM STOP CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION, SPUD COUPLING, WALL AND SPUD FLANGES FOR 1�" TOP SPUD. FAUCET: RIGID SPOUT, ELBOW BLADE HANDLES, QUATURN OPERATING CARTRIDGES, CHROME PLATED, FLUSH VALVE PIPE SUPPORT, ADJUSTABLE SUPPLY ARMS WITH INTEGRAL SERVICE STOPS. BEDPAN WASHER: EXPOSED, CHROME PLATED, ATMOSPHERIC VACUUM BREAKER, CROSS HANDLE, SLOW COMPRESSION OPERATING CARTRIDGE, VINYL HOSE WITH INSULATED SLEEVE HANDLE, ANGLE SPRAY NOZZLE WITH VALVE AND RUBBER BOUND SPRAY OUTLET. SHOWER UNIT BY G.C. SHOWER UNIT BY G.C. SHOWER VALVE: SYMMONS 76 -300 -H321 -V; DELTA; LEONARD; POWERS; BRADLEY SH -1 SHOWER VALVE: PRESSURE BALANCING MIXING VALVE, ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN, WALL/HAND SHOWER WITH FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, WALL CONNECTION AND FLANGE, 30" SLIDE BAR. MOP BASIN: SWANSTONE MODEL MS -2424; FAUCET: CHICAGO 897-1-099XK; T8LS; ZURN 24" X 24" X 10" DEEP, 1 PIECE MOLDED CONSTRUCTION, MUSTEE; STERN-WILLIAMS; MB -1 3" IPS CAST BRASS DRAIN WITH 16 -GAUGE STAINLESS FIAT HOSE &BRACKET: FIAT 832 -AA; APPROVED STEEL DOME STRAINER AND LINT BASKET, HEAVY EQUAL GAUGE STAINLESS STEEL WALL GUARDS. MOP HANGER: FIAT 889 -CC; APPROVED EQUAL FAUCET: BRASS BODY, ROUGH CHROME FINISH, QUARTER TURN CERAMIC DISK CARTRIDGE, INTEGRAL STOPS, VACUUM BREAKER SPOUT WITH %" HOSE THREAD, PAIL HOOK, WALL SUPPORT, LEVER HANDLES WITH COLOR CODED INDEX BUTTONS. HOSE &BRACKET: STAINLESS STEEL HOSE BRACKET, SPRING-LOADED RUBBER GRIP, 30" LONG FLEXIBLE HEAVY DUTY RUBBER HOSE. MOP HANGER: STAINLESS STEEL MOP HANGER BRACKET, 24" LONG X 3" WIDE, 3 -SPRING LOADED RUBBER GRIPS. WALL HYDRANT: FREEZELESS, 3/q" INLET, 3/4' HOSE THREAD OUTLET, WOODFORD 65; SMITH; ZURN; HYD -1 LOOSE T -KEY OPERATION, INTEGRAL VACUUM JOSAM; WADE; MIFAB BREAKER, SELF -DRAINING. WATER SUPPLY BOX: GUY GRAY BIM875; SIOUX 16 -GA STEEL CONSTRUCTION WITH EPDXY FINISH, CHIEF; OATEY IMB-1 RECESSED SUPPLY BOX, %2" COMBINATION MPT BRASS SWEAT CONNECTION, TOP SUPPLY ELECTRIC WATER COOLER: OASIS PF8AC; ACORN AQUA; FILTER: OASIS S-100; ACORN AQUA; HALSEY WALL HUNG, STAINLESS STEEL TOP, GRID STRAINER, HALSEY TAYLOR TAYLOR EWC-1 POWDER COATED STEEL CABINET, PUSH BAR OPERATED, ANGLE STREAM BUBBLER, 8 GPH P -TRAP: McGUIRE 8902; ZURN; ENGINEERED CAPACITY OF 50°F WATER WITH 80°F INLET WATER BRASS TEMPERATURE AND 90-F AIR TEMPERATURE, HERMETICALLY SEALED COMPRESSOR, 115V, 60HZ, Ya SUPPLY: McGUIRE 2165; ZURN; ENGINEERED HP, 4.6 FLA. BRASS FILTER: CARRIER: JAY R. SMITH; ZURN; WADE; JOSAM; PRECOAT TYPE TO REMOVE DIRT, CLOUDINESS MIFAB; ACORN AQUA PARTICLES, AND UNPLEASANT ODORS AND TASTES, THREE-PART UNIT DESIGN, HEAD ASSEMBLY WITH INTEGRAL SHUTOFF VALVE, ADJUSTABLE MOUNTING BRACKET, REPLACEABLE QUICK -CHANGE CARTRIDGE, SPARE CARTRIDGE. P -TRAP: CHROME PLATED ADJUSTABLE CAST BRASS, 1Ya" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLY: CHROME PLATED BRASS ANGLE STOP, %2' IPS INLET, COMPRESSION OUTLET, WHEEL HANDLE, 3/8" OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS. STAINLESS STEEL, ONE #SS2121-MK FAUCET, DECK MOUNTED MIXING VALVE, 10" COMPARTMENT, INTERIOR AND TOP SURFACES DEEP BACKSHELF, KNEE OPERATED KICK POLISHED SATIN FINISH, 3 -HOLE PUNCHED, SOUND PANEL, SOAP DISPENSER, LAMINAR FLOW DEADENED, WALL MOUNTED, AND SEALANT. DIFFUSER. P -TRAP: (SK -3) WALL MOUNTED WITH SINK CARRIER MODEL CHROME PLATED ADJUSTABLE CAST BRASS, 1Y" TRAP F1 -010-M FOR SINGLE UNIT. WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLIES: (SK -3) CHROME PLATED BRASS ANGLE STOP, Y" IPS INLET, COMPRESSION OUTLET, LOOSE KEY HANDLE, %8' OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS. PLUMBING FIXTURE SCHEDULE TAG FIXTURE DESCRIPTION FIXTURE TRIM &ACCESSORIES CLINIC SINK: AMERICAN STANDARD RIM GUARD: AMERICAN STANDARD 7832.017; VITREOUS CHINA, FLUSHING RIM, SIPHON JET ACTION, 9512.013; KOHLER; CRANE; KOHLER; CRANE; ELJER; ZURN SK -4 1Y2" TOP SPUD, WALL HUNG, BACK OUTLET. ELJER; ZURN FLUSH VALVE: SLOAN 117H; ZURN RIM GUARD: STAINLESS STEEL. FAUCET: CHICAGO 815 -CP; T8�S; ZURN FLUSH VALVE: BEDPAN WASHER: CHICAGO 809-777-21 K; T&S; QUIET, EXPOSED, DIAPHRAGM TYPE, CHROME ZURN PLATED, ADA COMPLIANT METAL OSCILLATING NON -HOLD OPEN HANDLE ON FRONT OF VALVE, 1" IPS CARRIER: JAY R. SMITH; ZURN; WADE; MIFAB; SCREWDRIVER ANGLE STOP, VANDAL RESISTANT JOSAM STOP CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION, SPUD COUPLING, WALL AND SPUD FLANGES FOR 1�" TOP SPUD. FAUCET: RIGID SPOUT, ELBOW BLADE HANDLES, QUATURN OPERATING CARTRIDGES, CHROME PLATED, FLUSH VALVE PIPE SUPPORT, ADJUSTABLE SUPPLY ARMS WITH INTEGRAL SERVICE STOPS. BEDPAN WASHER: EXPOSED, CHROME PLATED, ATMOSPHERIC VACUUM BREAKER, CROSS HANDLE, SLOW COMPRESSION OPERATING CARTRIDGE, VINYL HOSE WITH INSULATED SLEEVE HANDLE, ANGLE SPRAY NOZZLE WITH VALVE AND RUBBER BOUND SPRAY OUTLET. SHOWER UNIT BY G.C. SHOWER UNIT BY G.C. SHOWER VALVE: SYMMONS 76 -300 -H321 -V; DELTA; LEONARD; POWERS; BRADLEY SH -1 SHOWER VALVE: PRESSURE BALANCING MIXING VALVE, ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN, WALL/HAND SHOWER WITH FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, WALL CONNECTION AND FLANGE, 30" SLIDE BAR. MOP BASIN: SWANSTONE MODEL MS -2424; FAUCET: CHICAGO 897-1-099XK; T8LS; ZURN 24" X 24" X 10" DEEP, 1 PIECE MOLDED CONSTRUCTION, MUSTEE; STERN-WILLIAMS; MB -1 3" IPS CAST BRASS DRAIN WITH 16 -GAUGE STAINLESS FIAT HOSE &BRACKET: FIAT 832 -AA; APPROVED STEEL DOME STRAINER AND LINT BASKET, HEAVY EQUAL GAUGE STAINLESS STEEL WALL GUARDS. MOP HANGER: FIAT 889 -CC; APPROVED EQUAL FAUCET: BRASS BODY, ROUGH CHROME FINISH, QUARTER TURN CERAMIC DISK CARTRIDGE, INTEGRAL STOPS, VACUUM BREAKER SPOUT WITH %" HOSE THREAD, PAIL HOOK, WALL SUPPORT, LEVER HANDLES WITH COLOR CODED INDEX BUTTONS. HOSE &BRACKET: STAINLESS STEEL HOSE BRACKET, SPRING-LOADED RUBBER GRIP, 30" LONG FLEXIBLE HEAVY DUTY RUBBER HOSE. MOP HANGER: STAINLESS STEEL MOP HANGER BRACKET, 24" LONG X 3" WIDE, 3 -SPRING LOADED RUBBER GRIPS. WALL HYDRANT: FREEZELESS, 3/q" INLET, 3/4' HOSE THREAD OUTLET, WOODFORD 65; SMITH; ZURN; HYD -1 LOOSE T -KEY OPERATION, INTEGRAL VACUUM JOSAM; WADE; MIFAB BREAKER, SELF -DRAINING. WATER SUPPLY BOX: GUY GRAY BIM875; SIOUX 16 -GA STEEL CONSTRUCTION WITH EPDXY FINISH, CHIEF; OATEY IMB-1 RECESSED SUPPLY BOX, %2" COMBINATION MPT BRASS SWEAT CONNECTION, TOP SUPPLY ELECTRIC WATER COOLER: OASIS PF8AC; ACORN AQUA; FILTER: OASIS S-100; ACORN AQUA; HALSEY WALL HUNG, STAINLESS STEEL TOP, GRID STRAINER, HALSEY TAYLOR TAYLOR EWC-1 POWDER COATED STEEL CABINET, PUSH BAR OPERATED, ANGLE STREAM BUBBLER, 8 GPH P -TRAP: McGUIRE 8902; ZURN; ENGINEERED CAPACITY OF 50°F WATER WITH 80°F INLET WATER BRASS TEMPERATURE AND 90-F AIR TEMPERATURE, HERMETICALLY SEALED COMPRESSOR, 115V, 60HZ, Ya SUPPLY: McGUIRE 2165; ZURN; ENGINEERED HP, 4.6 FLA. BRASS FILTER: CARRIER: JAY R. SMITH; ZURN; WADE; JOSAM; PRECOAT TYPE TO REMOVE DIRT, CLOUDINESS MIFAB; ACORN AQUA PARTICLES, AND UNPLEASANT ODORS AND TASTES, THREE-PART UNIT DESIGN, HEAD ASSEMBLY WITH INTEGRAL SHUTOFF VALVE, ADJUSTABLE MOUNTING BRACKET, REPLACEABLE QUICK -CHANGE CARTRIDGE, SPARE CARTRIDGE. P -TRAP: CHROME PLATED ADJUSTABLE CAST BRASS, 1Ya" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLY: CHROME PLATED BRASS ANGLE STOP, %2' IPS INLET, COMPRESSION OUTLET, WHEEL HANDLE, 3/8" OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS.