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HomeMy WebLinkAbout05100038 Civil Construction Plans Rvc. 10/21/2005 DOCS Reduced Size Print 22in x 15ini V i� i I f ++I r` s t 0 IllJ�ll C av pan inea th Clarian North Hospital - Medical Office Building II Carmel, Indiana ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN - 14 OCTOBER 2005 HU <S HKS INC. (Ronald L. Skaggs) Clarian Health Partners OWNER 1901 North Senate Avenue Indianapolis, IN 46202 (317) 962 2031 OWNER'S CONSULTANTS Biagi, Chance, Cummins, London, Titzer, Inc. CONSULTING ENGINEERS 601 Main Street Shelbyville, KY 40065 (502) 633 1506 Corbin Graphics SIGN GRAPHICS 109 East Front Street, Suite 304 Traverse City, MI 49684 (231) 947 1236 Hokanson Companies, Inc. M.O.B. DEVELOPER 107 North Pennsylvania Street, Suite 800 Indianapolis, IN 46204 -2449 (317) 633 8067 Jacobs Facilities, Inc. PROJECT MANAGER 100 West 116th Street, Suite B Carmel, IN 46032 HKS, Inc. (Ronald L. Skaggs) ARCHITECT 1919 McKinney Avenue Dallas, TX 75201 -1753 (214) 969 5599 ARCHITECT'S CONSULTANTS HKS Inc. INTERIOR DESIGN 1919 McKinney Avenue Dallas, TX 75201 -1753 (214) 969 5599 HKS Structural STRUCTURAL ENGINEER 1919 McKinney Avenue Dallas, TX 75201 -1753 (214) 969 5599 SWA Group LANDSCAPE ARCHITECT 2211 North Lamar, Suite 400 Dallas, TX 75202 (214) 954 0016 L0 0 w �0 U O O z w � a O w CD I C0 to o O w m U O `r I w 4 Y C a � '< i I DRAWING INDEX X X COVER, SHEET X X ID.01 DRAWING INDEX X CIVIL X X CO.00 SD PLANS X X C1.00 EXISTING SITE PLAN - OVERALL X X C1.10 PROPERTY INFORMATION X X C1.11 EXISTING SITE PLAN - ENLARGED X X C1.20 SITE REMOVAL PLAN X X C2.00 OVERALL SITE PLAN X X C2.10 SITE LAYOUT PLAN X X C3.10 SITE GRADING / DRAINAGE PLAN X I X C3.11 ENLARGED SITE GRADING PLAN X X C3.12 ENLARGED SITE GRADING PLAN X X C3.13 ENLARGED SITE GRADING PLAN X X ! C3.21 ENLARGED SITE DRAINAGE PLAN X X C3.22 ENLARGED SITE DRAINAGE PLAN X X C3.23 ENLARGED SITE DRAINAGE PLAN X X C4.10 SITE UTILITY PLAN X X C5.10 MISCELLANEOUS SITE DETAILS X X C5.20 MISCELLANEOUS UTILITY DETAILS X X C6.10 EROSION CONTROL PLAN X X C6.20 SWPP DETAILS X X C6.30 SWPP DETAILS i i LANDSCAPE X X LO.01 MATERIAL FINISH SCHEDULE & GENERAL NOTES X X ,L2.00 OVERALL LANDSCAPE SITE PLAN X X L4.00 BUILDING LAYOUT & MATERIALS PLAN X X L6.00 OVERALL SITE PLANTING PLAN X X L6.01 BUILDING AREA PLANTING PLAN X X L6.02 PLANTING SCHEDULE & DETAILS j X L9.00 OVERALL SITE LIGHTING PLAN 65 W w x s, o 0 o z 3a w QQ J Q� LL _3 0 57 W �� LL 0 �o2 m a�o A h Z PU W W N p W 0 r N�, r I w, q o �LLxS (L 0 w in �0 U O O z w 0 d O w o Z c� o O fle w m O U O w o a a to ° DRAWING INDEX ARCHITECTURE X AO.01 PROJECT INFORMATION X AO.10 SITE PLAN X IAD.01 DEMOLITION PLANS X ALS.00 LOWER LEVEL - LIFE SAFETY PLAN X IALS.01 1ST LEVEL - LIFE SAFETY PLAN X ALS.02 2ND LEVEL - LIFE SAFETY PLAN X IALS.03 3RD -5TH LEVELS - LIFE SAFETY PLANS X A1.01 1ST LEVEL - OVERALL FLOOR PLAN X A1.02 2ND LEVEL - OVERALL FLOOR PLAN X A1.07 ROOF PLAN X A2.01 LOWER LEVEL - FLOOR PLAN X A2.11 13T LEVEL - FLOOR PLAN - AREA 1 X A2.12 1ST LEVEL - FLOOR PLAN - AREA 2 X A2.21 2ND LEVEL - FLOOR PLAN - AREA 1 X A2.22 2ND LEVEL - FLOOR PLAN - AREA 2 X A2.31 3RD LEVEL - FLOOR PLAN X A2.41 4TH LEVEL - FLOOR PLAN X A2.51 5TH & 6TH LEVELS - FLOOR PLANS X A3.10 INTERIOR ELEVATIONS X A3.11 INTERIOR ELEVATIONS X A4.01 LOWER LEVEL - REFLECTED CEILING PLAN X A4.1 1 1ST LEVEL - REFLECTED CEILING PLAN - AREA 1 X A4.12 1ST LEVEL - REFLECTED CEILING PLAN - AREA 2 X A4.21 2ND LEVEL - REFLECTED CEILING PLAN - AREA 1 X A4.22 2ND LEVEL - REFLECTED CEILING PLAN - AREA 2 X A4.31 3RD LEVEL - REFLECTED CEILING PLAN X A4.41 4TH LEVEL - REFLECTED CEILING PLAN X A4.51 5TH & 6TH LEVELS - REFLECTED CEILING PLANS X X A5.01 EXTERIOR ELEVATIONS X X A5.02 EXTERIOR ELEVATIONS X A6.01 WALL SECTIONS X A6.02 WALL SECTIONS X A6.03 WALL SECTIONS X A6.04 WALL SECTIONS X A8.01 STAIR PLANS, SECTIONS AND DETAILS X A8.02 ELEVATOR PLANS AND DETAILS X 1 INTERIOR DESIGN X I IA2.01 LOWER LEVEL - INTERIOR FLOOR PATTERN PLAN X IA2.11 1ST LEVEL - INTERIOR FLOOR PATTERN PLAN - AREA 1 X IA2.12 1ST LEVEL - INTERIOR FLOOR PATTERN PLAN - AREA 2 X IA2.21 2ND LEVEL - INTERIOR FLOOR PATTERN PLAN - AREA 1 X IA2.31 3RD LEVEL - INTERIOR FLOOR PATTERN PLAN X IA2.41 4TH LEVEL - INTERIOR FLOOR PATTERN PLAN X IA2.51 5TH LEVEL - INTERIOR FLOOR PATTERN PLAN X STRUCTURAL X S1.01 GENERAL NOTES X ! I S1.02 TYPICAL DETAILS X S1.03 TYPICAL DETAILS X S1.04 TYPICAL DETAILS X 51.05 TYPICAL DETAILS X i- IE4.02 51.06 TYPICAL DETAILS X S1.07 TYPICAL DETAILS X S1.08 TYPICAL DETAILS X S1.09 TYPICAL DETAILS X IE4.22 S2.01 LOWER LEVEL - FRAMING PLAN X S2.11 1ST LEVEL - FRAMING PLAN - AREA 1 X S2.12 1ST LEVEL - FRAMING PLAN - AREA 2 X +i S2.21 2ND LEVEL - FRAMING PLAN - AREA 1 X 52.22 2ND LEVEL - FRAMING PLAN - AREA 2 X 52.31 3RD LEVEL - FRAMING PLAN - AREA 1 X S2.32 3RD LEVEL - FRAMING PLAN - AREA 2 X S2.41 4TH LEVEL - FRAMING PLAN X 52.51 5TH LEVEL - FRAMING PLAN X S2.61 ROOF LEVEL (6TH LEVEL) - FRAMING PLAN X S5.01 COLUMN SCHEDULE AND DETAILS X 56.01 BRACE FRAME ELEVATIONS AND DETAILS U-) 0 w M O U O O I z z w a a O Lj o z Lj �i o u-) O K w m U O I w ¢ d . °a DRAWING INDEX MECHANICAL X M1.00 LOWER LEVEL - DUCT PLAN X M1.01 LOWER LEVEL - DUCT ISO PLAN X M1.10 1ST LEVEL - DUCT PLAN X MIA 1 1 ST LEVEL - DUCT PLAN X M1.12 1ST LEVEL - DUCT ISO PLAN X M1,20 2ND LEVEL - DUCT PLAN X M1.21 2ND LEVEL - DUCT PLAN X M1.22 2ND LEVEL - DUCT ISO PLAN X M1.30 3RD LEVEL - DUCT PLAN X M1.31 3RD LEVEL - DUCT PLAN X M1.32 3RD LEVEL - DUCT ISO PLAN X M1.40 4TH LEVEL - DUCT PLAN X M1.41 4TH LEVEL - DUCT ISO PLAN X M1,50 5TH LEVEL - DUCT PLAN X M1.51 5TH LEVEL - DUCT ISO PLAN X M1.60 ROOF - DUCT PLAN X M1.61 ROOF - DUCT ISO PLAN X M2.00 LOWER LEVEL - PIPING PLAN X M2.01 LOWER LEVEL - PIPING PLAN - AREA 1 X M2.10 5TH LEVEL - PIPING PLAN X M3.00 MECHANICAL SCHEDULES X M4.00 MECHANICAL DETAILS X M4.01 MECHANICAL DETAILS X M4.02 MECHANICAL DETAILS ELECTRICAL X E.001 ELECTRICAL LEGEND AND SCHEDULE X E1.00 ELECTRICAL SITE REMOVAL PLAN X E1.01 ELECTRICAL SITE REMOVAL PLAN - AREA 1 X E1.10 ELECTRICAL SITE PLAN X E1.11 ELECTRICAL SITE PLAN - AREA 1 X E1.12 ELECTRICAL SITE PLAN - AREA 2 X E1.20 LOWER & 6TH LEVEL - ELECTRICAL PLANS X E2.02 LOWER LEVEL - LIGHTING PLAN - AREA 2 X E2.11 1ST LEVEL - LIGHTING PLAN - AREA 1 X E2.12 1ST LEVEL - LIGHTING PLAN - AREA 2 X E2.21 2ND LEVEL - LIGHTING PLAN - AREA 1 X 1 E2.22 2ND LEVEL - LIGHTING PLAN - AREA 2 X I E2.31 3RD LEVEL - LIGHTING PLAN - AREA 1 X E2.41 4TH LEVEL - LIGHTING PLAN - AREA 1 X E2.51 5TH LEVEL - LIGHTING PLAN - AREA 1 X E2.61 ROOF - LIGHTING PLAN X E3.02 LOWER LEVEL - POWER PLAN - AREA 2 X E3.11 1ST LEVEL - POWER PLAN - AREA 1 X E3.12 1ST LEVEL - POWER PLAN - AREA 2 X E3.21 2ND LEVEL - POWER PLAN - AREA i X E3.22 2ND LEVEL - POWER PLAN - AREA 2 X E3.31 3RD LEVEL - POWER PLAN - AREA 1 X E3.41 4TH LEVEL - POWER PLAN - AREA 1 X E3.51 5TH LEVEL - POWER PLAN - AREA 1 X E3.61 ROOF - POWER PLAN X IE4.02 LOWER LEVEL - POWER PLAN - AREA 2 X E4.11 1ST LEVEL - SYSTEMS PLAN - AREA 1 X E4.12 1ST LEVEL - SYSTEMS PLAN -AREA 2 LX E4.21 2ND LEVEL - SYSTEMS PLAN - AREA 1 X IE4.22 2ND LEVEL - SYSTEMS PLAN - AREA 2 X I E4.31 3RD LEVEL - SYSTEMS PLAN - AREA 1 E4.41 4TH LEVEL - SYSTEMS PLAN - AREA 1 �X� X +i E4.51 5TH LEVEL - SYSTEMS PLAN - AREA 1 X E4.61 ROOF - SYSTEMS PLAN X E5.00 ONE -LINE DIAGRAM X E5.01 ONE -LINE DIAGRAM X E6.00 ELEVATIONS X E7.00 FIRE ALARM RISER DIAGRAM X E7.01 VOICE AND DATA RISER DIAGRAM X E7.02 CCTV SYSTEM RISER DIAGRAM X E7.03 TELEVISION RISER DIAGRAM PLUMBING X PO.02 FOUNDATION DEWATERING PLAN X P2.F1 FOUNDATION PLUMBING PLAN - AREA 1 & 2 X P2.00 LOWER LEVEL - PLUMBING PLAN - OVERALL X P2.01 LOWER LEVEL - PLUMBING PLAN - AREA 1 X P2.02 LOWER LEVEL - PLUMBING PLAN - AREA 2 X P2.11 1ST LEVEL - PLUMBING PLAN - AREA 1 & 2 X P2.21 2ND LEVEL - PLUMBING PLAN - AREA 1 & 2 X P2.31 3RD LEVEL - PLUMBING PLAN - AREA 1 X P2.41 4TH LEVEL - PLUMBING PLAN - AREA 1 X P2.51 5TH LEVEL - PLUMBING PLAN - AREA 1 X P2.61 ROOF - PLUMBING PLAN - AREA 1 & 2 FIRE PROTECTION X FO.01 LOWER LEVEL, 1ST LEVEL - FIRE PLANS X FO.02 2ND -6TH LEVELS - FIRE PLANS 163 31 TOTAL SHEETS KEY X INCLUDED IN ISSUE 1 j REVISION NUMBER, INCLUDED IN ISSUE 0 2005 HKS, INC. I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP/CIVIL ENGINEERS BIAGI. CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 Clarlan Health Methodist. IU-Riley Clarlan North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 462042449 INTERIM REVIEW ONLY These documents are incomplete, and are released for interim review only and are not intended for regulatory approval, bidding, permit, m eonstnctjw purposes. Architect _ Ronald L. Skaggs Arch. Reg. No.: ARA8002006 Date: 10 October 2005 KEY PLAN REVISION HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE DRAWING INDEX SHEET NO. 10.01 SITE DEVELOPMENT PLANS FOR OFFICE BUILDING PROJECT LOCATION MAP NOT TO SCALE NORTH CIVIL INDEX I Ld LLI i -- - --- STREET VICINITY MAP NOT TO SCALE NORTH CO.00 COVER SHEET C1.00 EXISTING SITE PLAN — OVERALL C1.10 PROPERTY INFORMATION C1.11 EXISTING SITE PLAN — ENLARGED C1.20 SITE REMOVAL PLAN C2.00 OVERALL SITE PLAN C2.10 SITE LAYOUT PLAN C3.10 SITE GRADING /DRAINAGE PLAN C3.11 ENLARGED SITE GRADING PLAN C3.12 ENLARGED SITE GRADING PLAN C3.13 ENLARGED SITE GRADING PLAN C3.21 ENLARGED SITE DRAINAGE PLAN C3.22 ENLARGED SITE DRAINAGE PLAN C3.23 ENLARGED SITE DRAINAGE PLAN C4.10 SITE UTILITY PLAN C5.10 MISCELLANEOUS SITE DETAILS C5.20 MISCELLANEOUS UTILITY DETAILS C6.10 EROSION CONTROL PLAN C6.20 EROSION CONTROL NOTES C6.30 SWPP DETAILS I 0 ¢ 0 Q: z z z W O- HI<S ARCHITECT - — HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER - - MAREGATTIINTERIORS - 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 -- Clarlan Health MethodistAU-Riley Clarian North - Medical Center Office Building 11 _® a INTERIM REVIEW ONLY These eoounenta are n piete, ark ere re 1e for im.- review ony a d n not inWdea for re9Wetory app-1, biaam9. P—A, ar COM� purposes. REVISION - - - - - - - - - - - -- BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE SD PLANS SCALE AS NOTED SHEET NO. C0.00 HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER .KS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist-IU-Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These d-ts are inmrrplete, and m mleawd fm Intemn -oNy and are not udended for m9ulemry approval, NddwV. Permit. m mn clm pure a REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2003 ISSUE DESIGN DEVELOPMENT SHEET TITLE EXISTING SITE PLAN - OVERALL SCALE I"= 50' SHEET NO. C1.00 �z C. w \ N � \ 1y 1 M I 1 N 1 JEC PARTNERSHIP, LP 0 C/O JOHN R. PITTMAN 0 QUITCLAIM DEEDS 1 1 INSTRUMENTS 9555180 - 9555187 1 17- 13- 02- 00-00- 001.000 N 01108'01" W 1 1 34.86' 11 1 1 1 I 1 1 J" 1 I i I • I SW CORNER, SW QUARTER SECTION 35, T 18 N. R 3 E i BILLY CREEK SSOCIATION 17 -09 -34-0 00- 019.000 N 3344'39" W 1 - -- 40.45' - 1 -- ---- - - --- - - -- T -- -- - -__ _ -- - _ \ --------------- ----- ----- --- --- - - - -- -- - - -- 1 ` INSTRUMENT 200500033632 ELECTRIC LINE EASEMENT INSTRUMENT 20050005285 ` N 8746'02" W 170.30' N 68'3254" E 447.32' INSTRUMENT 200500010371 S 01.27'06" E 10.00' z CD w y N 02'51'45" W - m 99_90' w m N 26'34'31" W---,, 55.91' i ' N 6004'02" W % 79.32' � N 88'35'22" W w C' m w N m N A I 1 S 01'27'06" E 10.00' N 00'00'00" E 861.96' IIiJ1111I I II', I U I I III II IT II I I I I II II li I I D1 I � 41 1 i i .I I II Ili 0f�'1I--�(III: I,I: 7,' lll� liI �I 1 ��1µ I I I I�': i_'i_f I i ', l I pf i I U���U IU I III'U I. I '.I �. 111 nII I In 1 n 11 i lnllulll�l 1 II I I III I � I III 'Il 'll ;III'. 11 I I:i ..I. ill II lii 11 HERI Imo, - II II .ill i ill i I II I II III I I I I11 I CLARIAN HEALTH PARTNERS o INSTRUMENT 200300092212 m 17- 09- 35- 00-00- 040.000 c.i N 1 1 1 1 f I O \ C 0 1 I I CLARIAN HEALTH PARTNERS INSTRUMENT 200300092212 17 -09- 35- 00 -00- 042.000 ASSOCIATION BILLY CREEK SPRING MILL •,• 17-09-34-00-00-018.000 A i t � i ; I somas BE I _.. iam + I�III •�>I�I'�I I ;1! -�� a "IIiSI�?iIIII__I�II�Iw wlw,wlw wlwlu� 'w:�........w..ww..w.e..rm.. �,� -��, 111 - In I WIN 111 1 CLARIAN Lpily EXISTING F�;il3 �� ::,I.;I -� 1 I : I INN ■ L I G4�e S !1� I I I I ■ i n nets t•w' -_ t, -.... ... -. maingino I all Olw � �' 1EIpE._x .•Ia1�0 � +'�'� uenm,Mfl 'i@ iMl. J� -yl 11 -1 11I 1 I 1 1 1 17- 19- 35- 01 -02- 029 -000 r -r� 1 I 38 1 1 1 1 1 1 \ IPOINT OF BEGINNING 1 1 1 1 1 1 1 FIDELITY OFFICE BUILDING II, LP 1 1 ' 1 1 I i 1 C/O REI REI INVESTMENTS #200 �- -- - REtL ESTATE MORTGAGE & SECURITY AGREEMENT. TRACT 1 1 1 1. 1 16- 13- 02- 00 -00- 002.001 1 / I � 1 1 1 1 I1 ' 1 1 1 1 1 I 1 �\ 1 `\ I 17- 19- 35- 01 -02- 036 -000 1 LOT 37 17- 19- 35- 01 -02- 037 -000 1 INSTRUMENT 200500010371 1 I FIDELITY OFFCE BUILDING GENERAL WARRANTY DEED INSTRUMENT 980980246 I TRACT G 16- 13- 02 -00- 0- 003.002 1 1 1 li SW CORNER, SW QUARTER SECTION 35, T 18 N. R 3 E i BILLY CREEK SSOCIATION 17 -09 -34-0 00- 019.000 N 3344'39" W 1 - -- 40.45' - 1 -- ---- - - --- - - -- T -- -- - -__ _ -- - _ \ --------------- ----- ----- --- --- - - - -- -- - - -- 1 ` INSTRUMENT 200500033632 ELECTRIC LINE EASEMENT INSTRUMENT 20050005285 ` N 8746'02" W 170.30' N 68'3254" E 447.32' INSTRUMENT 200500010371 S 01.27'06" E 10.00' z CD w y N 02'51'45" W - m 99_90' w m N 26'34'31" W---,, 55.91' i ' N 6004'02" W % 79.32' � N 88'35'22" W w C' m w N m N A I 1 S 01'27'06" E 10.00' N 00'00'00" E 861.96' IIiJ1111I I II', I U I I III II IT II I I I I II II li I I D1 I � 41 1 i i .I I II Ili 0f�'1I--�(III: I,I: 7,' lll� liI �I 1 ��1µ I I I I�': i_'i_f I i ', l I pf i I U���U IU I III'U I. I '.I �. 111 nII I In 1 n 11 i lnllulll�l 1 II I I III I � I III 'Il 'll ;III'. 11 I I:i ..I. ill II lii 11 HERI Imo, - II II .ill i ill i I II I II III I I I I11 I CLARIAN HEALTH PARTNERS o INSTRUMENT 200300092212 m 17- 09- 35- 00-00- 040.000 c.i N 1 1 1 1 f I O \ C 0 1 I I CLARIAN HEALTH PARTNERS INSTRUMENT 200300092212 17 -09- 35- 00 -00- 042.000 ASSOCIATION BILLY CREEK SPRING MILL •,• 17-09-34-00-00-018.000 A i t � i ; I somas BE I _.. iam + I�III •�>I�I'�I I ;1! -�� a "IIiSI�?iIIII__I�II�Iw wlw,wlw wlwlu� 'w:�........w..ww..w.e..rm.. �,� -��, 111 - In I WIN 111 1 CLARIAN Lpily EXISTING F�;il3 �� ::,I.;I -� 1 I : I INN ■ L I G4�e S !1� I I I I ■ i n nets t•w' -_ t, -.... ... -. maingino I all Olw � �' 1EIpE._x .•Ia1�0 � +'�'� uenm,Mfl 'i@ iMl. J� -yl 11 -1 CLARIAN HEALTH PARTNERS INSTRUMENT 2003000922112 17-09-35-00-00-041.000 90' BUILD TO LINE z I a 1 ED 1 m IN V; 1tt"" M ERMINA H. AISER QUITCLAIM DEED can DR 362, PA E 537 6 17- 09- 35- 00-10- 004.000 1 ADJOINERS LOT TABLE - SPRING LAKE ESTATES LOT 29 17- 19- 35- 01 -02- 029 -000 r -r� 1 I 38 1 1 1 LOT 30 17- 19- 35- 01 -02- 030 -000 TIMOTHY AND TAMMY REEDY 37 1 \ I 36 \ 17- 19- 35 -01 -02 -031 -000 1 -- 35 i LOT 32 �- -- - SPRING LAKE ESTATES p 1 1 34 INSTRUMENT 9433343 PLAT CABINET 1, SLIDE 446 LOT 34 I LONNIE NEFOUSE I 33 1 I �6 Ary 1 LOT 36 17- 19- 35- 01 -02- 036 -000 MATTHEW E. AND ELIZABETH E. ROUSH LOT 37 17- 19- 35- 01 -02- 037 -000 1 1 1 1 1 INSTRUMENT 200500010371 1 31 Q - -- 1 1 WILLIAM R. TOWNSEND 1 1 ' 29 � � 1 e 641s. IMERIDIAN -- ASSOCIATES , z DEED OF DEBTOR IN POSSESSION N m INSTRUMENT 88 -07469 i . 7-09-35-00-00-003.101 1 rn I CLARIAN HEALTH PARTNERS INSTRUMENT 2003000922112 17-09-35-00-00-041.000 90' BUILD TO LINE z I a 1 ED 1 m IN V; 1tt"" M ERMINA H. AISER QUITCLAIM DEED can DR 362, PA E 537 6 17- 09- 35- 00-10- 004.000 1 ADJOINERS LOT TABLE - SPRING LAKE ESTATES LOT 29 17- 19- 35- 01 -02- 029 -000 DONALD D. BOTTAMILLER LOT 30 17- 19- 35- 01 -02- 030 -000 TIMOTHY AND TAMMY REEDY LOT 31 17- 19- 35 -01 -02 -031 -000 LORI ANN McCLINTIC LOT 32 17- 19- 35- 01 -02- 032 -000 KWANG SEUK AND SOANHEE OH LOT 33 17- 19- 35- 01 -02- 033 -000 KATHRYN STETLER LOT 34 17- 19- 35- 01 -02- 034 -000 LONNIE NEFOUSE LOT 35 17- 19- 35- 01 -02- 035 -000 THERON AND DONNA NESBIT LOT 36 17- 19- 35- 01 -02- 036 -000 MATTHEW E. AND ELIZABETH E. ROUSH LOT 37 17- 19- 35- 01 -02- 037 -000 BJ. WIRTH CORPORATION LOT 38 17- 19- 35- 01 -02- 038 -000 WILLIAM R. TOWNSEND CLARIAN NORTH PROPERTY DESCRIPTION - (EAST OF ILLINOIS STREET, WEST OF US HIGHWAY 31, NORTH OF 116th STREET) REFERENCED INSTRUMENTS - 20030092212, 20030092213, 20030092214, 200500010371, AND 200500033632 A PART OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 88 DEGREES 32 MINUTES 54 SECONDS EAST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID QUARTER SECTION 270.05 FEET (269.99 FEET DEED) TO THE SOUTHWEST CORNER OF A TRACT OF LAND CONVEYED BY A SPECIAL WARRANTY DEED RECORDED AS INSTRUMENT NO. 200300092213 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 01 DEGREE 08 MINUTES 01 SECONDS WEST ALONG A WEST LINE OF SAID TRACT OF LAND 34.86 FEET (34.80 FEET DEED); THENCE NORTH 87 DEGREES 46 MINUTES 02 SECONDS WEST ALONG A SOUTHWESTERN LINE OF SAID TRACT OF LAND 170.30 FEET; THENCE NORTH 33 DEGREES 44 MINUTES 39 SECONDS WEST ALONG A SOUTHWESTERN LINE OF SAID TRACT OF LAND 40.45 FEET TO A POINT WHICH LIES 80.00 FEET NORTH BY PERPENDICULAR MEASURE FROM THE SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 88 DEGREES 32 MINUTES 54 SECONDS EAST PARALLEL WITH SAID SOUTH LINE 447.32 FEET; THENCE SOUTH 01 DEGREES 27 MINUTES 06 SECONDS EAST 10.00 FEET; THENCE NORTH 88 DEGREES 32 MINUTES 54 SECONDS EAST 368.67 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 35 MINUTES 22 SECONDS WEST 100.12 FEET; THENCE NORTH 60 DEGREES 04 MINUTES E 0 2 SECONDS WEST 79.32 FEET' THENCE NORTH 26 DEGREES 34 MINUTES 31 SECONDS WEST 55.91 FEET; THENCE NORTH 02 DEGREES 51 MINUTES 45 SECONDS WEST 99.90 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 861.96 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 10.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 420.10 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH LIES NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 715.00 FEET FROM SAID POINT; THENCE NORTHERLY AND NORTHEASTERLY ALONG SAID CURVE ON ARC DISTANCE OF 546.67 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT, THE KAUIU5 PUINI OF WHICH LILS NUKIH 42 ULUKLLS 515 MINUILJ 36 SECONDS WEST 835.00 FEET FROM SAID POINT; THEN NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE OF AN ARC DISTANCE OF 641.74 FEET TO THE NORTH LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 88 DEGREES 45 MINUTES 11 SECONDS EAST 151.52 FEET ALONG THE NORTH LINE OF THE WEST HALF OF SAID SOUTHWEST QUARTER TO THE NORTHEAST CORNER OF THE WEST HALF OF SAID SOUTHWEST QUARTER; THENCE NORTH 88 DEGREES 46 MINUTES 25 SECONDS EAST 451.57 FEET ALONG THE NORTH LINE OF THE EAST HALF OF SAID SOUTHWEST QUARTER TO THE WESTERN RIGHT OF WAY OF U.S. 31 AS LOCATED BY INDIANA STATE HIGHWAY COMMISSION P LAN S FOR PROJECT F-229(9), DATED 1968' ALONG SAID WESTERN RIGHT OF WAY SOUTH 00 DEGREES 04 MINUTES 37 SECONDS EAST 2,544.91 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED BY A DEDICATION AND DEED OF PUBLIC RIGHTS -OF -WAY RECORDED AS INSTRUMENT NO. 200500010371 IN THE OFFICE OF THE RECORDE R OF HAMILTON COUNTY, INDIANA- THENCE SOUTH 88 DEGREES 32 0 MINUTES 54 SECONDS WEST 270.30 FEET; THENCE SOUTH 01 DEGREES 27 MINUTES 06 SECONDS EAST 10.00 FEET; THENCE SOUTH 88 DEGREES 32 MINUTES 54 SECONDS WEST 620.64 FEET TO THE POINT OF BEGINNING CONTAINING 57.950 ACRES MORE OR LESS. PROPERTY INFORMATION SCALE: 1 = 160 SCALE: 1" =160' NORTH 160' I Q 160' HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist'IU -Riley Clarian North Medical Center un:ce rsuiming n INTERIM REVIEW ONLY Tlrece a«umenm me m pl W. and me telea.,ed for Inlenm nevew oriy and me not wended fm mgubtoey apgWW, wd",g, pem , m Cmaevciion pum-il. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE PROPERTY INFORMATION SCALE 1" = 160' SHEET NO. C1.10 HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCYJNNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 if Clarian Health Methodist -IU -Riley Clarian North Medical Center Dffice Building 11 INTERIM REVIEW ONLY These tlusna W are inoo Oeb. and ne released for wftnm review orgy and are ­1 Imanded for row. Y app_at ddd,np. Ve 4, ar tlJnaau W Prapoeer. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE EXISTING SITE PLAN - ENLARGED SCALE 1" = 50' SHEET NO C1a11 ------------------- - - - - -I O \` ` /----------------------------- - - - ---- \ II I I I I � Tu 7 I I I 711 I I Ljkl 111 L I I I i I I i n i M — — — — — W N 00 Lil E I� I AI I� SAWCUT EXISTING PAVEMENT AND B �'�L� II} / 1 E E ' E E E E E rTl \ EL EXISTING IP &L PAD MOUN \ 3� ShVITCHGEAR TO BE RELTED REMOVE AINT - I► _- �� lr f 111 r r / ALJ -- w-w-- - - - - -- -- -- REMOVE � Al PAINT LILLILIL �l I : - I �•II� ■ I iii= . i i' ' ■� - - - - -- - - - - -- �� INS■ i■ ■■■: _ ME MME a7J ■ i I__ ; 1 Ing � H ■■■ ■Ri■■M6116o'Me — - '� —� A C� v-L, SAWCUT PAVEMENT 6 I� 1 REMOVE PIPE AND END SECTION i NOTE: REFER TO LANDSCAPE DRAWINGS FOR TREES TO BE RELOCATED/TRANSPLANTED IN KEY MAP SANITARY MANHOLE SANITARY MANHOLE I t H WATER VALVE ® CURB INLET —,r— SIGN # LIGHT POLE SANITARY MANHOLE SANITARY MANHOLE ■ INLET H WATER VALVE ® CURB INLET —,r— SIGN # LIGHT POLE ` • TREE O Z 00 TREE 00 W WATER MAIN Cli SS SANITARY SEWER N SD STORM DRAIN Ci G GAS MAIN M E ELECTRIC LINE - -- 440 - -- CONTOUR AND ELEVATION P U -- APPROXIMATE PROPERTY LINE --- - --- -- APPROXIMATE R/W LINE ---- - - - - -- EASEMENT LINE SETBACK LINE INDICATES FEATURE /UTILITY TO BE REMOVED e� CONNECT NEW TO EXISTING SITE REMOVAL PLAN SCALE: 1 = 50 NORTH SCALE: 1"=50' SIIIIT 50 H I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER .KS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITTER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarlan Health Methodist•IU•Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY Thew dorw "are — pfele, aad are released fm interim mr ony and are nol miera d for mgJanay approval, bidding. pamA, a corbmavon purpasea. REVISION BCCLT PROJECT NUMBER 05146 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE SITE REMOVAL SCALE 1' = 50' SHEET NO. C1.20 - I -- - - - - -- II — I -------------------------------------------------- _ SPRING MILL ROAD N 00'00'00' E 2631.55' ------------------------------------------------- _ I r, I I ------------------------------------------------------------------------------- - - - - -I I I I I I I I I I I 1 I 11 I I I I I 1 1 I I I I \ \ \ 'II I I I I I I I I N 01.27'06- w I I - - - - -� 10.00' I I I I N 33.04'23" E I r - - - - -- _ I I I I ! � _ I I FOR ENLARGED SCALE VIEW OF 1 N 00'00'00- E 1411.85' � -- — I I I I m 1 '�.��` I I THIS AREA, SEE SHEET C2.10 z CD I I I N I m ILLINOIS STREET I I I w , N S 02.51'45" E as 835 \\ I I w I E 1 a 99.90' 6 .00. 7L— S 00100'00' W 861.96' S 00'00'00" W 420.10' — \ I � I N 90.00'00" E 6600• I I I N E I 10.00' r- �` J 55.91 / � � ♦ — ` i S 609.322" E I� I I I I I I I u I I i b 0 o b \` I ♦♦ - - -- II I S 88.35'22- E D I I ♦ I I 100.12 iT'\ I o I ♦♦ — — — \ I \ / I i I ► n�11111nii1�11n���iiiniiiiil�n � -� �! I I lil ! I li � �` ,; I I! I i II!I I ♦ ♦♦ � I � 11 I III ' I �. I l cRt � Q Is euc�c uc rAeaeR a ra s . { s R ( 193S m co a B 1 I I 1 I I ! ;III T +? r` I — — (( k = s\ °0' 1 I o1 I I I O O O b O I 1 h t- >4' - - - -_ -_- 1 1 „ m 1 I m I 1 °i`� - `� �m� . °Im4�.l = A - • ' k - - 1• -. .1 _ ` \ 11111 U I I I I I I I U I I I I jI I O I I 1 I VIII I III I ! I I.7, I � _O+ Hafj - - - -i- - q I __ _ _ -C -- ---------- - - - --I - - -- - -- - 1 I a I q , I � G1 ARtAN NORTH 33 , r� �% NFf11CN N R I I I O O O O O O O ( - � 1 m uIll[IIIIJI111H 11111HU11111 I I �-- - - -- A ---zz� tt977 i i I '� _ `� ` •b b• n •b • 1 I I 1 I I ( xzN.aucumn -- a 1 I S 012616 E - - - - -- -- LLJI 1 1'.74' - - - - -- — 7- I 1 I 1 I I S 59'18'54" W -- - --I -- -- I FM 1 �—fi• —� i 122.00' -- -- I \\ S 00'04'37' E 2549. W - � Iw W I � y I i US HIGHWAY 31 (MERIDIAN STREET) o: I �� — ----- =9i 1 1 MOB EXPANSION AND EXPANDED PARKING AREA AND REVISED PARKING AREA (705 TOTAL SPACES) PARKING SPACES REQUIRED FOR MOB EXPANSION ADDITIONAL PARKING SPACES REQUIRED: 532 SPACES (133,000 SF ® 1 PER 250 SF) 167 SPACES LOST IN MOB EXPANSION AREA 699 SPACES REQUIRED TOTAL ADDED PARKING SPACES PROVIDED: 705 SPACES --- - - - - -- — --- - - - -- r� I I I Z I m I A � I N m I j I V I I L OVERALL SITE PLAN SCALE: 1 = 100 NORTH 0 SCALE: 1 " =100' 1Q0 ,Ir rQ 190, HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, T)(75201-1753 STRUCTURAL ENGINEER .KS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 if Clarlan Health Methodist] U-Riley Clarian North Medical Center INTERIM REVIEW ONLY These tl-ts are slcOmple e. and are release,f for imerm reriaw orM sM are not da ded for mguwxy appm M, DtltlsW, pemm, m Oonahu purposes. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE POVVENRALL SITE SCALE 1" r 100' SHEET NO. C2.00 I _ GENERAL NOTES, 1. ALL WORK TO CONFORM WITH STATE AND LOCAL REGULATIONS \ 2. ALL PARKING STRIPES TO BE 4" PAINTED, (WHITE), HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED, BLUE. — — — — — — — — — — 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACING MATERIAL, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR — C7 TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS " • Q 1 7 ��.` ( \ OTHERWISE NOTED. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD 0 �` \ PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL f I BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES 1 \ \ N ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. o i 6. ALL DISTURBED AREAS SHALL BE SEEDED AFTER FINISH GRADING © D . UNLESS OTHERWISE SHOWN. ALL AREAS TO BE SEEDED SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. RESTORE AREAS DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION. 7. WHERE NEW ASPHALT JOINS EXISTING ASPHALT, EXISTING ASPHALT EDGE SHALL HAVE TACK COAT APPLIED PRIOR TO JOINING ASPAHLT. \N �` I Y �, > 8. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE BACKFILLED WITH GRANULAR MATERIAL. 9. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS. 10. WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT, EXISTING PAVEMENT SHALL BE SAWCUT. 71. REFER TO LANDSCAPE DRAWINGS FOR SITE LIGHTING LAYOUT. I X - FUTURE: ROADWAY \~ E --�- - E _�( EXISTING IPd PAD E /MOUNTED SWITCHGEAR \ TO BE RELOCATED IN 1 ' I / THIS AREA. ® � I S CES CONCRETE CURB 9I 4$' 9 7 ' I 91 d 65' \ AND GUTTER E E • L E E E E —I E E E E E I I 1 I _ ACE 8 E 9IS C S i} {} \ — ;. # PAINTED {} 9. 7 ' 9 7 ' 0 0 0 0 CROSSWALK (TYP.) CONCRETE SIDEWALK 5PA E PACE 9 S C S ® p PAINT EXISTING PAVEMENT I e1 DECORATIVE EW ASPHALT CONCRETE CURB 15 R \ PAVEMENT AND GUTTER CONCRETE CURB 9' 16'� \ I X20- i ? CONCRETE CURB ® ®lip pp� ®® p p o CONCRETE SIDEWALK O AND GUTTER _ Rt 24' ✓� E$ PACE 9 S CES ,0 9 SPACES 0 1' _ - - 9 7' 9 d 7' 9' -'81' 9' =181 J � I - 9. 1 11 1 - - -- - -- F I ® ACE$ PACE 9 SPAC -S'® 9 S CES 0 O Co U v • °# - y ® 9 d 72' 9 7 ' 9' 1= 81' I 9' = 181 p a O0• NEW ASPHALT HANDICAPPED a ■ ■ 16' w • # - -- i® PAVEMENT ® RAMP ® Tjj ° 30' 2B ® 1 I ACE$ PA E 9 SPACES 10 1 I 9 S CES 10 Rq 1 9 7 ' 9 7 ' 9' = �1 9' = 1'I 4 (� REFER LANDSCAPE MOB EXPANSION T} # 30' V DRAWN FOR LAYOUT I I I PA E SPA E ( 9'S C S 01 9 SPwC S10 OF DEC RATIVE PAVEMENT FFE 858.50 I °I I if �° r �`• -&nor r — Y— j CLARIAN NORTH MEDICAL CENTER O 5 8' p NEW ASPHALT■ 5' R PAVEMENT REPAINT EXISTING PAVEMENT CONCRETE CURB _ I e� _LLLL �o m (TYP m M REMOVE AND REPLACE 1.0' OF EXISTING ASPHALT SURFACE / AT ALL LOCATIONS WHERE > ■ CONCRETE CURB AND GUTTER NEW PAVEMENT JOINS i 8 PACE EXISTING PAVEMENT I dP E I 19 / rs O I 8 SPACES 0 9 1 SPIAC 91SPACESIO 10 9 =17' I 9 7 ! = 81,___ 9' =181 PA E 9 SP C S 0 9,SPAC�S IPAIGE 9� 79' 9 7' = u) 9' I= 1 �p _ �� 7 • ' °- e ■ ■ �� 9' 16' w IA A IN le ■ SPA E �� 9 SPAC S10 91SPI ► 0 y 9! 70' 1 1 9 72' 1 1 1 1 1 9' 1'1 9' = 61 THRIJ WOODED AREAS, FIELD COORDINATE EXACT LOCATION SPA E 4 . I iii .� -� `��1 SPACES -0 9 S CES 0 9( �i 7 ' 9 72' � OF "WALKING PATH' NTH LAND- � 181 ' • • « � N + • _ DETERMINE ROUTE TO PRESERVE • J J J ..� •.,..:� ... . EXISTING TREES AND MINIMIZE ■ REOUIRED REMOVALS. '�� �.. A � 1= �'�il ■.��. ■1 ■.��>rl s��ppyy 1.1■�.1= ... .�. .�� ■ ■ ■ ■ ■■ IM■B NN N ■ ■■ ■ ■ 1■■■■ H■■■■■ I�■■■■■■■■■■ ■ ■■ 1■■■■■ N■ N■ N■ ■ ■ ■ RI■ N■ NN■ NN ■N■■ ■r ■I� ■h ■Ni�� ■�� \ ■��■ \ \�IIIIN ■ ■N ■ ■NNN� ■ ■ ■NN ■ ■N� ■ ■NN��\ ■■ 1■■ ■ 11■■ N■■■■■■■■■■■■■■■■■■■■■!■■ II■■ N■■■!■■ N■■■■■■■■ NN■■■■■ f■■ N■■■■■■■■■■■■■■■■■■ NN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I■ \I� a inwiewn-1 • N 111111111111120n.. min 3 MERAtffl N 5' CONCRE24� v U [] M 1-1 sp - ti 5 8' p NEW ASPHALT■ 5' R PAVEMENT REPAINT EXISTING PAVEMENT CONCRETE CURB _ I e� _LLLL �o m (TYP m M REMOVE AND REPLACE 1.0' OF EXISTING ASPHALT SURFACE / AT ALL LOCATIONS WHERE > ■ CONCRETE CURB AND GUTTER NEW PAVEMENT JOINS i 8 PACE EXISTING PAVEMENT I dP E I 19 / rs O I 8 SPACES 0 9 1 SPIAC 91SPACESIO 10 9 =17' I 9 7 ! ■ # > ■ CONCRETE CURB AND GUTTER PACE I dP E I 19 ISPAC rs O 9 1 SPIAC S 10 9 =17' I 9 7 ! = 81,___ 9' =181 PA E 9 SP C S 0 9,SPAC�S IPAIGE 9� 79' 9 7' = 7 9' I= 1 � 9' -a 9' 16' w IA A SPA E III SPAbd 9 SPAC S10 91SPI CtS 0 y 9! 70' 1 1 9 72' 1 1 1 1 1 9' 1'1 9' = 61 SPA E 4 PA E$ ,9 SPACES -0 9 S CES 0 9( �i 7 ' 9 72' � 9' 1= 181 ' • I 9' = 7 _ I N!� 1 INONCE M,11 =memo[ 103111011111 11013113-11111 0 AM COME Ill M-2112 1111111-21113 1111111EMM113 0 III �PAtE§ 46 ' its 1.• \ I ■l +r�Ir��� ONCE= on ■■ ■SIN ■■■■■mu■ ■ ■■■■M- 11 OEM I =1111111110 on .• • • H I<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 7$201 -1753 STRUCTURAL ENGINEER .KS, INC. 1919 MCKI NNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist-1U-Riley Clarian North Medical Center Office Building II INTERIM REVIEW ONLY Tbeee OorLrtraefs are inmrnplele. and are released for inlen- review ony and .e�,Mende °1a "Q,�aWy apor1. bidding. pelt . a wmie ctm pupo REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE SITE P�NLAYO UT SCALE 1" = 50' SHEET NO. C2.10 -- ---------------------------------- -------------- 'i ------ ---------- --- ---------------- --- --------- --------------------------- 4 o 7 ft. --------------- ----------- X 0 N- -------------------- ------------- - ------------- ------------ ---- - ------ ------ ---- ----------- ------ ------------------ ------------ ----------- --- ------------- - -------- - ------- -t Z�.z I --- ------------ ----- - ------ 9 ------- - --- --------- - ---------- r' I u -z—/ I TH flf TITT, 11-Y I U A01 4�fl --------------- -- A, xx� V -- — ---- ---- ---- ------ - - ---- F9 I 1�q t I 7 IN ' i -- 4 -------------- f—A i 1 r Ir MOB EXRANSION FFE 858:50 li 14 NI 7-1 - ------------- -------------- - 0 0 0 0 ------ --------------- 0 �LARIAN NORTH i AEDICAL CENTER Lj iLtl-1 I L-1-1 I I I I I i I I I i i il\i I -------- -- ------ �� 01 If I i i i n 'i,,i i i i i n i W, ------------ ------ ---- -- 0 10 -------- 0 I Rd" i n i i I 7' I U, L 1 1 1 1 r) L - ---- ----- 3 1 ------- — ---------------------- ------------ — ------------------ I NAL �-LAN I ,E \.V V1 ------------ 0 --------------- -------------- 4 -------------------------- w ---------------- --------- L) --- --- Z-- 1, 1 —, 1 1 11 1111 1117777�Li I I ------------- --- ---------------------------------------------- ------------------------ ----------- ------ ----- — ----------- 4 ---------------- u-------------- --------------- ------- — --------- ------------------------------ ----- C4----------- ----------------- U 1 1 1 I I '\l, i 0 3 o' ------ KEY MAP --- ---- --- --____tea_____ --- --------- ----------- SITE GRADING/DRAINAGE PLAN SCALE: 1 = 50' NORTH— SCA E--t'-50— HI<S ARCHITECT MKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201-1753 STRUCTURAL ENGINEER MKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, Tr-ZER INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist] U. Riley Clarian North Medical Center INTERIM REVIEW ONLY These d—rKs m n wWA. and ere r.Wamd fp "e— IevRw of*y ad ere r ',w6 ft f-­gW--N app—W- b-IoNg. permit, � —ft� mp- REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 16zsut DESIGN DEVELOPMENT SHEET TITLE SITE GRADING/ DRAINAGE PLAN SCALE 1" = 50' SHEET NO, C3.10 HI<S ARCHITECT HKS, INC. - 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 - - STRUCTURAL ENGINEER .KS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI. CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET - SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health - Methodist-1U-Riley Clarian North Medical Center Mice Building 11 INTERIM REVIEW ONLY Them tlocum are ncomplem, end - ae re.I s d far inl.- revert onry end ere MI intended for regWa" approval, Wd% p—M, ar awatrucean ppM—, REVISION BCCLT PROJECT NUMBER _ 05145 DATE �- 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT - SHEET TITLE - ENLARGED SITE - GRADING PLAN SCALE 1'= 30' SHEET NO. C3.11 �\ htia ^e' 6^ � h - 't17� /JJ �. eb °6o° .,� • e.,� , \\ \1 e \\ V / „ehe�J I ' � ♦ I � tih � r \\ • • TC 857.33 `x1 TC 856.64 v: ♦ / ahq_,\ ehe. -\ BC 856.83 BC 856.14 I e° hey ♦♦ ^ I x h, fiery � o i 816 \58.1 C 57.52 1161, °° 57 56.83 BC 3 ;k� \ y57.14 BC 856 41 BC .0TC 8 BC 85. C 8 C 856.5 B \ ` < ! BC 856.64 - i ; 655.74 TC 856.58 TC 857.79 / BC 856.08 BC 857.29 BC 856.57 856.01 TC 856.83 1 a� o� • / 856.14 / TC 856.97 BC 556.33 • / BC 856.47 855.84 857.05 856.12 \\ a 1\ TC 856.76 / 655.50 TC 856.46 TC 857.67 856.24 \\ e E E E E BC 855.96 BC 857.17 % BC 856.26 . TC 857.03 \ -_ \ \ ;, \ o- 856.53 ,I \�R - - - - 2 - - - \ ( TC 857.22 „ TC 7.41 �� - - - I - -- i ! BC 856.91 e .ti �6 - - \fir -o x I i - ham- - 856-- i_ -•__ gd- -�� .. 06� I �. �, , 7�; ^s, i i I � �� .72 •_ _ ! BC 556 C _ , ' � eh 85 .59 \ / TC 857 09 l I TC 856 86 TC 858.07 BC 856.36 i �\ BC 857.57 856.53 TC 658.83 ♦,� / BC 556.59 , \ - TC 858.23 \ BC 858.33 856.71 / g5 856.48 857.69 856.69 856.65 BC 857.73 \ ' \ 856.14_ _ _ - - - - - Di Q \ TC 856.84 TC 657.97 - - - - - - TC 857.27 9 857 85 \♦ - _ TC 857.09 � BC 856.34 BC 857.47 BC 856.57 \ _ ♦ eh. BC 856.59 x i I _ 857.73 \ ` - - ♦ � ae �'"y TC 858.55 TC 858.82 6' ILI e _ e W e BC 858.05 BC 858.32 e�\ �•� TC 856 37 TC 857.26 TC 856.35 141, TC B56 / TC 856.50 i C 856.69 BC 855.87 \ - BC 656.76 �tia BC 655.65 eheh9 ehe�e /I BC 556.00 856.82 856.07 - - - 855.73 856.54 855.64 ' TC 858.08 / 855.50 - 855.50 BC 857.58 SD TC 856.40 TC 856.35 TC 857.16 TC 856.26 RA S SS TC 856.69 - BC 855.85 BC 856.66 BC 855.56 he9/ r BC 856.19 1 ! I 856.82 i TC 858.40 e e' I , BC 857.90 e \ e , I eh' i e i i ' / I / t \ I I fin.♦ i I / _ TC 855.13 BC 857.63 1 TC 856.75 j TC 857.56 1 II 6o TC 856.66 \\ e \ TC 856.70 TC 857.09 BC 856.25 ! BC 857. D6 \ BC 856.16 I TC 858.49 �. \ BC 856.20 \ h BC 856.59 857.09 \ \ BC 857.99 r m r y 656.71 856.14 r r 856.37 857.18 TC 856.94 ' I r r / t w i / 4 /r ! TC 856.75 TC 857.56 \ TC 856.66 li 857.21 TC 858.71 \ h BC 856,44 \ TC 857.09 j BC 856.25 BC 857.06 BC 856.16 BC 558.21 \\ i BC 856.59 ! M I \ 857.09 1, eh 7 00 9. i I 1 I i I e i TC 857.80 \ TC 858.09 1 y 1 _ _ BC 857.30 BC 857.59 , / TC 856.35 TC 857.16 1 j TC 856.26 ; - _ _ _ I __ i TC 656.70 BC 855.85 BC 856.66 I BC 655.76 I I e , ' - - - - - - ' TC 856.30 t- BC 856.20 - - - - - - - - - - - - - - - BC 856.30 TC 856.83 / 856.82 BC 856.33 1 / 655.73 656.54 855.64 855.50 , \ 856.08 , 855.50 / TC 859.95 BC 856.45 1 / / e TC 856.35 TC 857.16 TC 856.26 856.70 �\ 7ry " I TC 856.70 ti eh� \ a� Y�ry BC 856.20 / o`er I h BC 855.85 leh; BC 856.66 . BC 855.76 i i 856.82 _ TC 857.68 \ \ I „ h • i� `, TC 856.86 TC 856.50 f „ TC 656.60 BC 857.1 TC 857.32 TC 857.32 TC 856.50 TC 856.41 - _ BC 856.36 BC 856.00 BC 856.10 BC 856.82 BC 856.82 BC 856.00 BC 855.91 BC 856.90 858.00 TC 856.32 • • • \ - _ / BC 855.82 TC 856.02 TC 556.32 TC 856.22 h h BC 855.52 BC 855.82 BC 855.72 \ h e 0 O 0 e- • / TC 856.83 TC 856.11 TC 856.34 TC 857.24 TC 857.21 / TC 656.41 / TC 856.32 TC 856.94 BC 856.33 BC 855.61 BC 855.54 BC 856.74 BC 856.71 8C 855.91 BC 855.82 BC 856.44 / TC 856.65 / I j i I / BC 855.15 TC 856.09 , / TC 857.06 TC 856.16 / , TC 857.02 856.37 OI^ OFR F7 ggsgw KEY MAP ENLARGED SITE GRADING PLAN SCALE: 1 = 30 NORTH 0 SCALE: 01 " =30' 30' I I I I H I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 SEE Clarian Health Methodist•IU-Riley Clarian North Medical Center ��Ksvwsmszj ME INTERIM REVIEW ONLY Thce d anta are ncamplate, and are m4eawd a w- - my and ere na �meaaae tar regulatory atrAm'al, b.�V. pemn, ar -t tiara D� REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE ENLARGED SITE GRADING PLAN SCALE 1' = 30' SHEET NO. C3.12 HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS _ BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER _ MAREGATTI INTERIORS'. _- 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 ' Clarian Health Methodist-IU-Riley Clarian North Medical Center = Office Building 11 - INTERIM REVIEW ONLY 7hase documards are irwort,Clefe, and are rateased fm ownm review only and are not Wv*Wed fir raguWe y approval, _ bidding. pennd, w pp jon puposaa. REVISION BCCLT PROJECT NUMBER 05145 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE ENLARGED SITE GRADING PLAN SCALE 1 a = 30' SHEET NO. C3.13 �"I I m ■► P U/ CLARIAN NORTH MEDICAL CENTER E �-j II i j I � I E I t E E E E E E E E jE 12= C AD,RIST CASTING SSDD TO GRADE CIN I IE 853.00 6. IE 85 79- 4 \\ /K I � TE 856.09 1.56 Q \ aC7 0 MH TE 858.00 _ _ — IE 853.00 (10') I \ IE 850.48 (30') a \ REPLACE E 0 Lu w MOB EXPANSION i i II FFE 858.50 DMH TE 858.00 0 I IE 853.00 (4' & 8 ") O , IE 850.60 (30') o \ I O J 5 DMH O CORATIVFE ACE DRAIy$ .) O I I o V v TE 858.00 IE 853.00 18 ) IE 850.66 13)-) 3 0 6 D I O I I I i n 0000r�o ooi� W JN S SS _ ss S SS CO C SDR 35 SD SD - -- - -- o J1 I F ®W W olr�R to Io o KEY MAP ENLARGED SITE DRAINAGE PLAN SCALE: 1 = 30 NORTF130, SCALE: 01 " =30' 30' t. r I I, I I {I!a11111111l EX. STR. #59 TE 855.65 IE 849.32 REPLACE FRAME nI H I<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HK S, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 4065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist] U- Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY TNx eowmenb ere nmrrlplate, aq .�. released ar �re� ravaw Dray aoa :.,Mw �meoded for repWalo v apwwr. v. pama, or eorntructan p.rp,. -. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TFLE ENLARGED SITE DRAINAGE PLAN SCALE 1' = 30' SHEET NO. C3.21 ISO i \ \ ES2 \ IE 845.00 / DMH2 TE 857.10 IE 849.04 O SS SS 1-D I I 103 2 __ T_ O n N� O� III o® 0 LA (I1 N IN11 TE 855.50 IE 850.89 12 ") IE 849.89 �27 ") IE 849.69 (30 ") II I I ! I ! ! N7 4' -PVC TE 857.00 27" -RCP 0 0.25% UNDERDRAIN 18' -RCP 0 0.32% IE 851.50 SD SD SD IN8 TE 855.50 I I I IFy 851 21 (15 ") rf n I ; \,_7 I E! 85101 ( ?8 °) n 1 I N I� 3 I fn I� I �0 v� e OI v v 0 p c�. IN12 I I 855.50 T 855.50 ��IE 85 .54 1 .53 85 - � ^*e`er :,• - I \ 1 10 IN13 TE 855.50 TE 856.01 IE 851.53 - IE 849.37 4: , , _ 3 n \` i CI I ! I ! ! N7 4' -PVC TE 857.00 27" -RCP 0 0.25% UNDERDRAIN 18' -RCP 0 0.32% IE 851.50 SD SD SD IN8 TE 855.50 I I I IFy 851 21 (15 ") rf n I ; \,_7 I E! 85101 ( ?8 °) n 1 1 V I I u �/i KEY MAP ENLARGED SITE DRAINAGE PLAN SCALE: 1 = 30 NORTFt,), SCALE: 0 1"=30' 30' I, r I r, I I HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist- W-Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These loam - are ss _pim., and an rek, s d for , t m review o* and .ana: d�dbr.egu apa,. bidding. pert L w wmeudt purposes. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE ENLARGED SITE DRAINAGE PLAN SCALE 1" = 30' SHEET NO. C3.22 I N I� 3 I fn I� I �0 v� e OI v v 0 p IN12 I I 855.50 T 855.50 ��IE 85 .54 1 .53 85 1 V I I u �/i KEY MAP ENLARGED SITE DRAINAGE PLAN SCALE: 1 = 30 NORTFt,), SCALE: 0 1"=30' 30' I, r I r, I I HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist- W-Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These loam - are ss _pim., and an rek, s d for , t m review o* and .ana: d�dbr.egu apa,. bidding. pert L w wmeudt purposes. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE ENLARGED SITE DRAINAGE PLAN SCALE 1" = 30' SHEET NO. C3.22 EX. STR. #59 TE 855 ' 65 IE 849.32 REPLACE FRAME — 0 0 of0 A 1 X. STR. IE 855.50 :E 850.27 E 849.90' REPLACE f IN6 TE 855.20 IE 852.34 I U 36'—RCP 0 0.20% SD SD SD IN4 TE 855-20 IEi 851196 (If)j I H U, 10 v 0 '0p ' EX. STR. f1 TE 855.50 IE 852.80 REPLACE FRAME IN5 TE 855.20 8 IE 852.34 TE 855.40 IE 852.95 o0 0 p 27'—RCP 0 0.30% SD — SD SD IN1 TE 855.40 I E 52.37 (1 e—N E �51.5�7 (25- 0 IN2 TE 855.40 1 8. E 852.88 ES1 IE 852. pa xv: KEY MAP ENLARGED SITE DRAINAGE PLAN SCALE: 1- = 30' NORTFso, SCALE: 01 " =30' 1"=30' 30' 1 r. I, . I i HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201-1753 STRUCTURAL ENGINEER IIKS, INC. 1919 W-KINNEY AVENUE DALLAS, TX 75201-1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 11 f Clarlan Health Method ist-I U -Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These d­­ are iacan** arid are m4emsed for mte renew o*" re not Mndld or mqW y appr , b-dftg. P—K. or -nw..b. P."P—. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE ENLARGED N ARGED SITE DRAINAGE PLAN SCALE 1" = 30' SHEET NO. C3.23 E E 1� E L _ E �I L 07- _ m mosm. 11 11m m—m s rMoRldre . I N S° illm Hill • . ■■ 'II■ �wlul m1mil J< I I E E\ E Ei F E E E E I S� s SS SS CO MOB EXPANSION -SD SD FFE 858.50 iI D- -- - -- INE D O O 0 3 f A ono ao o \ m 1■■ KEY MAP 00 19 o/ F I — — - RELOCATE FIRE HYDRANT SITE UTILITY PLAN SCALE: 1 = 30 NORTH SCALE: 1 " =30' 30' I 0 30' SD H I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MoKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist•IU•Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY Tnese dons -o arc —.0m, W are Blessed la sdertn rwww only ark M not �ededW r".W.y apm-1, Diddinp. P—Ati w coneeuct' Wrposes. REVISION BCCLT PROJECT NUMBER 0514S DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TRUE P ILANUTILITY SCALE 1 • = 30' SHEET NO. C4.10 SKY BLUE PAINT W/ SAND MIXED IN PAINT FOR NON -SUP FINISH. 4" WHITE BORDER ,WHITE PAINT a 3' -0" HANDICAP PARKING SYMBOL DETAIL SCALE: NONE PAVEMENT 6' -6" SIDEWALK 5' -0" MIN. SLOPE 12:1 MAX RAMP 6" CONC. CURB -1 r- 6" CONC. CURB io SECT A -A SCALE: SECTION B -B SCALE: NONE 12" GREEN — ILLUMINATING I ACCESSIBLE" RESERVE TAPE (LETTERS) AS NEEDED-/ o PARKING ° 12' 21b. STEEL SIGN o POST (PAINTED) o c I PROVIDE 1" SLOPE AT BLUE- ILLUMINATING TOP OF FOOTING IF TAPE (SYMBOL BLOCK) NOT IN CONCRETE WALK dWHITE - ILLUMINATING `';.s•.; TAPE (BACKGROUND) *VAN 12 "0x3' -6" CONCRETE FOOTING. RECESS FOOTING r "ACCESSIBLE BELOW CONCRETE WALK 4" GREEN - ILLUMINATING TAPE (ARROW) REEN- ILLUMINATING •VAN ACCESSIBLE TO BE NOTED TAPE (BORDER) FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL SCALE: NONE RAMP AT 5' SIDEWALK RAMP AT 6' AND WIDER SIDEWALK SCALE: NONE SCALE: NONE HANDICAP RAMP SCALE: NONE WIDTH VARIES (SEE SITE PLAN) TOOLED CONTROL JOINT 1/8" -WIDE, MIN. 3/4" DEPTH 6x6xW1.4xW1.4 W/ BROOM FINISH WELDED WIRE FABRIC 1" RADIUS 6" SLOPE 1/4" PER FT. e \� PAVEMENT ° ° 84P 0v 6.6 (5v `o 0 0 0 0 o I ° ° -1 GRANULAR FILL O 0 O N #4 BAR (CONT.) ° TOP & BOTTOM NOTE" ° 1. PROVIDE EXPANSION JOINTS AT ALL POINTS OF CURVE AND TANGENCY AND AT MAX. g" 50' CENTERS. PROVIDE CONTRACTION JOINTS AT EQUAL SPACES AT PATTERN INDICATED ON SITE PLAN. 2. SIDEWALK SLOPE TO CURB SHOWN. SEE PLAN FOR LOCATION SLOPE IS AWAY FROM CURB MONOLITHIC CURB AND SIDEWALK DETAIL SCALE: NONE Y 1" 4p" ASPHALT PAVEMENT m el .s ♦ .♦ 4, ° R =1" o.e - o. o 0 0 e.° 0 TYPICAL CURB AND GUTTER DETAIL SCALE: 1"=1'-0" VARIES -SEE SITE LAYOUT PLANS in SLOPE 1 /4" GRADE PER FT.OR MATCH EXIST. FINAL 1- �� x x x x x -__<,_ 6x6xW1.4xW1.4 W.W.F. CONCRETE SIDEWALK NOTE: 1. PROVIDE 1/8" WIDE, 1" DEEP TOOLED CONTRACTION JOINTS AND 1/2" EXPANSION JOINTS WITH SEALANT AT BACK OF CURB, SIDEWALK INTERSECTIONS AND AT THE LOCATIONS SHOWN ON THE PLANS. MAXIMUM 6' -0" BETWEEN CONTRACTION JOINTS. MAXIMUM 48' -0" BETWEEN EXPANSION JOINTS. TYPICAL SIDEWALK DETAIL SCALE: NONE TACK COAT PRIME COAT • NO. 11B SURFACE iv • NO. 9 BINDER O°-e f9O2 8'6 Ag 8 6V (5-6 08 8V eN • NO. 53 STONE 00 00 '0000 � O '0000 O 0000 O0 OQ O -nOQ 00 `v • NO. 2 STONE 00 fI OOI- OO 00 00 OO -W-7I�I���I__' -'I I I -1 11I I- I -I I -1 I - I F..=. s PER INDOT SPECIFICATIONS I I I -IIIII 11 I II IIIII II I II i I III, I I - I I MOST CURRENT EDITION \-6 "- COMPACTED AND WELL DRAINED SUBGRADE COMPACTED TO 987 MAX. DRY DENSITY PER ASTM D -698 ASPHALT PAVEMENT SECTION SCALE: NONE HI<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITTER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist IU-Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These ooe .M arc knmmelete," ere n4eeseo for Interm - omy and are not mbvw o for MLdatory evao�w, boding, I k «mnetn,etnn wrveeee. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT - SHEET TITLE MISCELLANEOUS SITE DETAILS SCALE AS NOTED SHEET NO. C5.10 9" 1 -0" DRAINAGE OPENINGS 4" 'n 6 1/2" 2 - #3 BARS 6 1/2" 6" 100' TOP OF CURB 6' -8" LONG 1 1 20 TOP OF PAVEMENT 11 - -- --- - - - - -- -- PAVEMENT TYP. N � Q a , e • d.a a N 'n (MIN.) 1' -0" 2' -0" (MIN.) e• 5/8 "0 REINF. TRANSVERSE BOTTOM ROD 7' -0" (MIN.) OF CURB EXPANSION JOINTS TRANSVERSE / L 5/S "0 CONTRACTION JOINTS 2' -0" FROM EDGE REINF. OF PAVEMENT END VIEW ELEVATION ROD CURB JOINT DETAIL SCALE: NONE PRECAST PARKING BUMPER DETAIL SCALE: NONE a 3' -0" HANDICAP PARKING SYMBOL DETAIL SCALE: NONE PAVEMENT 6' -6" SIDEWALK 5' -0" MIN. SLOPE 12:1 MAX RAMP 6" CONC. CURB -1 r- 6" CONC. CURB io SECT A -A SCALE: SECTION B -B SCALE: NONE 12" GREEN — ILLUMINATING I ACCESSIBLE" RESERVE TAPE (LETTERS) AS NEEDED-/ o PARKING ° 12' 21b. STEEL SIGN o POST (PAINTED) o c I PROVIDE 1" SLOPE AT BLUE- ILLUMINATING TOP OF FOOTING IF TAPE (SYMBOL BLOCK) NOT IN CONCRETE WALK dWHITE - ILLUMINATING `';.s•.; TAPE (BACKGROUND) *VAN 12 "0x3' -6" CONCRETE FOOTING. RECESS FOOTING r "ACCESSIBLE BELOW CONCRETE WALK 4" GREEN - ILLUMINATING TAPE (ARROW) REEN- ILLUMINATING •VAN ACCESSIBLE TO BE NOTED TAPE (BORDER) FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL SCALE: NONE RAMP AT 5' SIDEWALK RAMP AT 6' AND WIDER SIDEWALK SCALE: NONE SCALE: NONE HANDICAP RAMP SCALE: NONE WIDTH VARIES (SEE SITE PLAN) TOOLED CONTROL JOINT 1/8" -WIDE, MIN. 3/4" DEPTH 6x6xW1.4xW1.4 W/ BROOM FINISH WELDED WIRE FABRIC 1" RADIUS 6" SLOPE 1/4" PER FT. e \� PAVEMENT ° ° 84P 0v 6.6 (5v `o 0 0 0 0 o I ° ° -1 GRANULAR FILL O 0 O N #4 BAR (CONT.) ° TOP & BOTTOM NOTE" ° 1. PROVIDE EXPANSION JOINTS AT ALL POINTS OF CURVE AND TANGENCY AND AT MAX. g" 50' CENTERS. PROVIDE CONTRACTION JOINTS AT EQUAL SPACES AT PATTERN INDICATED ON SITE PLAN. 2. SIDEWALK SLOPE TO CURB SHOWN. SEE PLAN FOR LOCATION SLOPE IS AWAY FROM CURB MONOLITHIC CURB AND SIDEWALK DETAIL SCALE: NONE Y 1" 4p" ASPHALT PAVEMENT m el .s ♦ .♦ 4, ° R =1" o.e - o. o 0 0 e.° 0 TYPICAL CURB AND GUTTER DETAIL SCALE: 1"=1'-0" VARIES -SEE SITE LAYOUT PLANS in SLOPE 1 /4" GRADE PER FT.OR MATCH EXIST. FINAL 1- �� x x x x x -__<,_ 6x6xW1.4xW1.4 W.W.F. CONCRETE SIDEWALK NOTE: 1. PROVIDE 1/8" WIDE, 1" DEEP TOOLED CONTRACTION JOINTS AND 1/2" EXPANSION JOINTS WITH SEALANT AT BACK OF CURB, SIDEWALK INTERSECTIONS AND AT THE LOCATIONS SHOWN ON THE PLANS. MAXIMUM 6' -0" BETWEEN CONTRACTION JOINTS. MAXIMUM 48' -0" BETWEEN EXPANSION JOINTS. TYPICAL SIDEWALK DETAIL SCALE: NONE TACK COAT PRIME COAT • NO. 11B SURFACE iv • NO. 9 BINDER O°-e f9O2 8'6 Ag 8 6V (5-6 08 8V eN • NO. 53 STONE 00 00 '0000 � O '0000 O 0000 O0 OQ O -nOQ 00 `v • NO. 2 STONE 00 fI OOI- OO 00 00 OO -W-7I�I���I__' -'I I I -1 11I I- I -I I -1 I - I F..=. s PER INDOT SPECIFICATIONS I I I -IIIII 11 I II IIIII II I II i I III, I I - I I MOST CURRENT EDITION \-6 "- COMPACTED AND WELL DRAINED SUBGRADE COMPACTED TO 987 MAX. DRY DENSITY PER ASTM D -698 ASPHALT PAVEMENT SECTION SCALE: NONE HI<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITTER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist IU-Riley Clarian North Medical Center Office Building 11 INTERIM REVIEW ONLY These ooe .M arc knmmelete," ere n4eeseo for Interm - omy and are not mbvw o for MLdatory evao�w, boding, I k «mnetn,etnn wrveeee. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT - SHEET TITLE MISCELLANEOUS SITE DETAILS SCALE AS NOTED SHEET NO. C5.10 EDGE OF PAVEMENT OR CURB AND GUTTER —\ MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT —III I I I 1- #4 BARS 0 12" C -C I_ 1= EACH WAY —� I I =1 1 -I =11 —III - DETECTING MARKING TAPE —a • i l- ABOVE ALL NON— FERROUS PIPE T N y: MINIMUM WIDTH = IF WITHIN 5' OF EDGE OF / 1.258c 12" PAVEMENT, USE "B" BORROW : OR EQUIVALENT GRANULAR IF NOT WITHIN 5' OF EDGE MATERIAL COMPACTED TO 95% OF PAVEMENT: USE "8" STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL. 6c BORROW COMPACTED TO 90% STANDARD PROCTOR DENSITY 11/6 BC TO 1/6 OF PIPE DIAMETER, AND $,. }��• d REGULAR TRENCH BACKFILL TO TOP OF TRENCH. LEGEND: Bc= OUTSIDE DIAMETER NOTE. D= INSIDE DIAMETER 1. ALL INITIAL BACKFILL SHALL BE d= DEPTH OF BEDDING INSTALLED IN 6" TO 12' LIFTS. MATERIAL BELOW PIPE 2. A MINIMUM 9" OF CLEARANCE 1• SHALL BE PROVIDED ON EACH Y (—'i SIDE OF THE INSTALLED PIPE. 1 ------- -------- - - - - -- PIPE BEDDING DETAILS SCALE: NONE I I 2 i I � I I � I T--------------- I---------- - - - - -- ' Y J I 1' I I D PLAN VIEW F---i ` 1 3:1 FILL SLOPE g A 4:1 FILL SLOPE I RIPRAP TO BE PLACED ON SIDE SLOPE WHEN SHOWN a r --- - - - - -- 4, ON PLANS ° � I TI PIPE CULVERT i CONCRETE END x TONGUE AND GROOVE ON INLET END SECTION GROOVED END ON OUTLET END CLASS A CONCRETE I LONGITUDINAL SECTION 0 11' C –C MAX SLOPE DETAIL SPACING A CLASS A CONCRETE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH aewerEa AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. C -78 REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. C -78 FOR THE SIZE OF CONNECTING PIPE r ° ' ! . REINFORCEMENT IN THE "B' PORTION SHALL A CROSS SECTIONAL AREA EQUAL TO THAT OF ON LAYER OF STEEL IN THE "C" PORTION I � iI THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION HOOK BOLTS I ` l I I SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED____ SECTION A -A 11`R SECTION Y -Y IN 3:1 OR 4:1 FILL SLOPES, CHANGE THE SLOPE OF THE END SECTION IN A ` SMOOTH TRANSITION APPROXIMATELY 10' IN LENGTH. VARIATIONS IN IN DIMENSIONS — THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS OF THE DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. 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 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. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE END SECTIONS z 8v boo 8 °8 Roo e MY 8 °8 8-s gqq W OOO OO OO OO Q OQ O O O O > I III III III —ill - III — I 1 -1 , W w — • Z #7 AGGREGATE FILTER FABRIC o U 4" PERFORATED UNDERDRAIN • °WA a SECTION A —A TABLE OF DIMENSIONS DIA (MN.) (t1') (t1 ") (t1 ") (t1') K R1 R2 24' 3" 1' -0" 2' -8' 6' -3" 4' -0" 2.3 16 3/16' 14" 27" 3 1/4" V -1" 2' -5' 6' -3" 4' -6' 2.6 18 9/16' 14 1/2" 30' 3 1/2' V -2' 1' -10" 1 6' -3' 5' -0" 2.9 1 1S 1/2' 1 15' PRECAST CONCRETE END SECTION SCALE: NONE CAP END OF PIPE INLET e°i 9 CAP END CURB INLET � OF PIPE A � A A 4" PERFORATED PVC A PIPE UNDERDRAIN 0.5% MINIMUM SLOPE _ 90 a 4" PERFORATED PVC r PIPE UNDERDRAIN 0.5% MINIMUM SLOPE ° M PLAN VIEW — INLET IN PARKING LOT PLAN VIEW — CURB INLET PAVEMENT UNDERDRAIN DETAIL SCALE: NONE 36" 24" 00 I SECTION VARIES SEE PLAN PLAN VIEW NOTES: — CONCRETE STRENGTH SHALL BE = 4500 PSI 0 28 DAYS — ABSORPTION — NOT TO EXCEED 9% — REINFORCEMENT — ASTM A- 615 -75, GRADE 40 CASTING FRAME AND COVER AS SPECIFIED In PRECAST CONCRETE ADJUSTER RINGS MAX. PIPE SIZE FOR MAINLINE Of Q NON— ASPHALTIC MASTIC PRECAST CONCRETE ADJUSTER RINGS iL N STANDARD PRECAST MANHOLE BETWEEN JOINTS a VARIES 4' -0" DIAMETER 0 NOTE: 36" 24" 00 I SECTION VARIES SEE PLAN PLAN VIEW NOTES: — CONCRETE STRENGTH SHALL BE = 4500 PSI 0 28 DAYS — ABSORPTION — NOT TO EXCEED 9% — REINFORCEMENT — ASTM A- 615 -75, GRADE 40 LENGTH, WIDTH, HEIGHT — NOT TO VARY MORE THAN 1/4" PER FOOT — REQUIREMENTS — MEETS OR EXCEEDS INDIANA HIGHWAY STANDARDS OPTIONS — VARYING HOLE SIZES ADN LOCATIONS G DIAMETER 6" MIN. TYPE •J' INLET CLASS 'A" CONCRETE ` SCALE: NONE BENCH WALLS AT MINIMUM a 1/2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED 34" 3 , TO SPRINGLINE OF PIPE 22' #4 BARS 0 12" C —C EACH WAY 00 Ole #2 OR #8 STONE 5' DIAMETER N M MANHOLE TYPE H a a CASTING FRAME AND COVER AS SPECIFIED PIPE DIA. "G" PRECAST CONCRETE ADJUSTER RINGS MAX. PIPE SIZE FOR MAINLINE x IF REQUIRED (12" MAXIMUM) a NON— ASPHALTIC MASTIC PRECAST CONCRETE ADJUSTER RINGS OR BUTYL RUBBER SEAL N STANDARD PRECAST MANHOLE BETWEEN JOINTS CAP OR CONE REQUIRED VARIES 4' -0" DIAMETER a NOTE: SECTION SEE PLAN 1. MANHOLE SHALL CONFORM TO 36" ASTM C -478 5" MIN. OR BUM RUBBER SEAL PRECAST CONCRETE 2. 0 —RING GASKET, NON— ASPHALTIC MANHOLE SECTIONS MASTIC OR BUTYL RUBBER 102" BETWEEN ALL JOINTS — CONCRETE STRENGTH SHALL BE = 4500 PSI 0 28 DAYS 3. NO BRICK OR BLOCK WILL n BE ALLOWED IN MANHOLE LENGTH, WIDTH, HEIGHT — NOT TO VARY MORE THAN 1/4" PER FOOT — REQUIREMENTS — MEETS OR EXCEEDS INDIANA HIGHWAY STANDARDS OPTIONS — VARYING HOLE SIZES ADN LOCATIONS G DIAMETER 6" MIN. TYPE •J' INLET CLASS 'A" CONCRETE ` SCALE: NONE BENCH WALLS AT MINIMUM a 1/2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED 34" 3 , TO SPRINGLINE OF PIPE 22' #4 BARS 0 12" C —C EACH WAY 00 Ole #2 OR #8 STONE 5' DIAMETER N M MANHOLE TYPE H a a SCALE: NONE PIPE DIA. "G" CASTING FRAME AND COVER AS SPECIFIED MAX. PIPE SIZE FOR MAINLINE H PRECAST CONCRETE ADJUSTER RINGS 30" 36" X IF REQUIRED (12" MAXIMUM) VARIES 33" a K SECTION SEE PLAN NON— ASPHALTIC MASTIC 36" 48" PLAN VIEW OR BUM RUBBER SEAL N STANDARD PRECAST MANHOLE NOTES: BETWEEN JOINTS 102" CAP OR CONE REQUIRED — CONCRETE STRENGTH SHALL BE = 4500 PSI 0 28 DAYS 72' N 108' — ABSORPTION — NOT TO EXCEED 9% 72' 4' -0" DIAMETER NOTE: — REINFORCEMENT — ASTM A- 615 -75, GRADE 40 — LENGTH, WIDTH, HEIGHT — NOT TO VARY MORE THAN 1/4" PER FOOT 1. MANHOLE SHALL CONFORM TO — REQUIREMENTS — MEETS OR EXCEEDS INDIANA HIGHWAY STANDARDS ASTM C -478 — OPTIONS — VARYING HOLE SIZES ADN LOCATIONS 5" MIN. PRECAST CONCRETE 2. 0 —RING GASKET, NON — ASPHALTIC MANHOLE SECTIONS MASTIC OR BUM RUBBER TYPE 'A` INLET BETWEEN ALL JOINTS SCALE: NONE 3. NO BRICK OR BLOCK WILL �EJ.I.W. MODEL 5340 (OR APPROVED EQUAL) i —I V) o V) Ir > 0 > w 3" PIPE •sa 2" PIPE •• ~ CL PIPE i0 UJ I L] N NOTES: 1. CAST —IN —PLACE OR PRECAST INLET SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF INDOT STANDARD SPECIFICATIONS 2. TYPE "C" INLET IS INTENDED FOR USE PRIMARILY AS A SINGLE CURB LINE INLET AT THE LOW POINT OF A SAG VERTICAL CURVE 3. WHEN PIPE IS FIELD CONNECTED TO A PRECAST INLET, THE PRECAST INLET SHALL INCLUDE A FIELD POURED CLASS 'A" CONCRETE COLLAR OF A 6 INCH MINIMUM LONGITUDINAL AND RADIAL THICKNESS *• 2' PIPE DRAIN FROM BOTTOM OF CURB INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE •t• 3' PIPE DIAMETER (MIN.) TO BE KEPT OPEN FOR DRAINAGE UNTIL ASPHALT SURFACE IS PLACED TYPE •C' INLET SCALE: NONE MANHOLE TYPE MANHOLE DIA. 'F" PIPE DIA. "G" MAX. PIPE SIZE RT. ANGLE TO MAINLINE MAX. PIPE SIZE FOR MAINLINE H 24" — 36' 30" 36" J 60" 24" — 36' 33" 36" K 72" 36" — 48" 36" 48" L 96" 48" — 54" 48' 54" M 102" 54" — 72" 66' 72' N 108' 72" — 84" 72' 84" CONCRETE REDUCER CAP a BE ALLOWED IN MANHOLE a 1' MIN OVER FULL HEIGHT MANHOLE HIGHEST PIPE e STEPS AS SPECIFIED TI. F DIAMETER BENCH WALLS AT MINIMUM 1/2' PER FOOT SLOPE. BENCH HG DIAMETER WALLS TO BE CONSTRUCTED Z TO SPRINGLINE OF PIPE e, CLASS "A" CONCRETE a � , 6" MIN. 0 8 8 8°8 8-6) 8.66 ONE COMPLETE UNIT OF PRECAST #2 OR #8 STONE CONCRETE MANHOLE BASE AND RISER OR APPROVED EQUAL STORM MANHOLE TYPES J, K, L, M AND N SCALE: NONE SEE STRUCTURE TABLE TYPE OF CASTING TYPE FINISHED GRADE OR PAVEMENT MANHOLE STEPS, 1/2 INCH STEEL ROD COVERED WITH PRE CAST CONC. RINGS COPOLYMER POLYPROPYLENE RESIN AS REQUIRED (12" MAX. P . HEIGHT ALLOWED) M. ECCENTRIC CONE w. Z iv PRE CAST CONCRETE MANHOLE SECTIONS e rn GROUT SLOPE AT ° 1/2" PER FOOT (MIN.) > INCOMING SE 24" MAX ° 5- (TYP) SEWER _ c CONCRETE FORMED 0 _ FLOW CHANNELS 4000 PSI REINFORCED 6' STONE CONCRETE WITH #4 REBAR 0 8" ON CENTERS, BOTH WAYS. MANHOLE TYPE C SCALE: NONE HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Methodist'IU•Riley Clarian North Medical Center INTERIM REVIEW ONLY Tnaea d°a,me<ds are ,and se ro eased for i°rorm — o"N and are not intended for Y sop" j, o.aw. P—d. rx wr hw p rp--. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE MISCELLANEOUS UTILITY DETAILS SCALE AS NOTED SHEET NO. C5.20 -------- ---------- ----- -------- --------- zf - - - - - - - - - - - - - -- ------ — ----------- ------- ----- ---- ----- - - ----------- ---------- - -------- -- - -------------- --- ------ ----- - -- -------- ------- % A', --- ----- ---- -- - ----------- ------ w IF--------- ----- % ------ i - - - - - lL .0 ---------- J, I I I I J* —CONSTRU ON ENTRANCE (FINAL LO&ATION TO BE IN FIELD) DETERMINED BY CONTRACTOR A" I u _7 C E E E fW7 — — — — — — _LK L I V a%. 7 X 7 =7-7-7 --- ------ L Mm_ aa, N"I .1 tt - ------------------ - - -- -- ----- mow_ tl M -M ------ 21, 1k J, 1,111 1 MOB EXPANSION 7�, A FFE 859:50 4-1- vlll� V111 VY Cl --------- ttD It J - - -------------- - - ------- - ------ ---------------- 0 0 0 NORTH 0 -- ------ - - CENTER 0 -- ------------- _J I u I I 'lu I :7 7111 /J CONSTRUCTION LIMITS I t I x x------ 4­0 L,a t7 J1 7 x PROTECT ENQ1-__ SECTION (STRAW BALES) 0 < r N7 F, 'I'll x < x L x \\1 T-4- ----------- - ------------------- ---------- — ---------------------- s I NA\L �'LAN I L x1v ---------- I I I ID I I (SAN > T EROSION CONTROL R F� BLANKET (TYP.) - ----------- ------ ---------- E --- ------- -------- 'a00 ------------------ -- ------- --------- ------------ -- ------- - ----- - -------------- - -------- — ------------ LI i I dal-1;T-1 I I ! 1 1 1 1 1 1 1 1 11 11 1 11 11 11 4 Xy I I If -------------- Y)( x x Y)< )y< --------------- --------------------------- ;a* — — — — — --- _ ----------- ---------- --- ------------------ -------- ------------- --------- .- -------------- A ---------- ------ -a.----- -, 1, ---------- ------ ------------------------------------------------- ------------------------------------------ --------------------------- ------------------- -------------------------- ------------------- : - _ - _ - _ - - - I - _ - I - - _ - I - I - I - I - I - I - I - I - - - - I - _ - I - --------------------------------------- - -- ---------------- - -------- --------------------- - ----------------------------- - ------------------------------------ ------ ---------------------------------------------------- -------------------------------------------------------------- --- - ----- -- --- --- ---- - ----- ------------- ---------------- - ------------------------------ - ------------------ i - - - ------- ------------------------- ------------------ --------------- ----------------- ----------------------------------------------- -- - ----------- -- - -- -------------------- -------------------------- --- ----------- - -------------- - --- ---------- ------ --- - ------------------------------------------------------------------------- -------------------------------------------------------------------------- ---------------------------------------------------------------------- — ---------------------------------------------- ------------- — --------------------------------------------- — ------------------------------------------------------------------------------ - --- KEY MAP EROSION CONTROL PLAN SCALE: 1 = 50' NORTH 51� SCALE: 1"=50' 50 I. I 1 1, 1.,? 1 HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201-1753 STRUCTURAL ENGINEER .KS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201-1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGAT'D INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarlan Health Methodist] U -Riley Clarian North Medical Center INTERIM REVIEW ONLY Th— �elft — —pi�. lald are mle 6 d fm mlerim m,mml o* and are .1 ~dd I., mgulawxy appr-1, bldd.V, 0--L . — .n pinpoaes. REVISK)N BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE EROSION CONTROL PLAN SCALE 1' = 50' SHEET NO. C6.1 0 l�ii��►, a ���11r�i m III raw ,y1 - FIJ sPRO L T1 ON Q O Z Z Z LU D- �' 116th STREET ■1� 1 ' p� - -i I I VICINITY MAP NOT TO SCALE NORTH F.I.R.M. PANEL NOT TO SCALE NORTH 50' OR GREATER AS REQUIRED,, NOTE ALL EROSION AND SEDIMENT CONTROL FEATURES SHALL CONFORM TO LOCAL, ❑❑ EJ❑❑ STATE, AND FEDERAL REGULATIONS. ❑❑ ❑a❑D CO O 0OF 12" MIN ASPHALT - ND D.O.T. CEA N0o4 O DRIVE, DIG 6" WIDE & B" DEEP TRENCH. BURY BOTTOM V -r of FABRIC. TAMP IN PLACE ELEVATION APPROPRIATE TRANSITION AT ENDS OF STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE SCALE: NONE CULVERT CONCRETE HEADWALL ® PIPE INLET ANCHOR WITH TWO STAKES DRIVEN INTO THE GROUND. (TYP. OF EACH BALE) TREATMENT TEMPORARY BARRIER -HAY BALES AND FILTER FABRIC AROUND DRAINAGE STRUCTURE SCALE: NONE FENCE POST FILTER FABRIC z COMPACTED SOIL .0 -� ■ N \-- BARRIER (SAND BAGS I U■ OR STRAW BALES) U SEDIMENT BARRIER SILT FENCE DETAIL AT INLET SCALE: NONE SCALE: NONE EROSION CONTROL NOTES: CONTRACTOR SHALL NOT DISTURB THE SITE UNTIL ALL NECESSARY EROSION CONTROL MEHTODS ARE INSTALLED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY INSPECTOR. INLET PROTECTION: SAND BAGS: FILL BAGS HALF FULL WITH SAND OR FINE GRAVEL. LAY BAGS IN A ROW CURVING AWAY FROM THE INLET, OVERLAP THE BAGS AND EXTEND THE BAGS A MINIMUM OF 3' FEET INTO THE STREET OR PAVEMENT. IF MORE THAN ONE ROW HEIGHT OF BAGS ARE TO BE USED, LEAVE A ONE —BAG GAP IN THE MIDDLE OF THE ROW TO ACT AS AN EMERGENCY SPILLWAY. STRAW BALES: STAKE BALES WITH A MINIMUM OF TWO STAKES FOR EACH BALE. BALES SHALL BE A EMBEDDED IN THE GROUND A MINIMUM OF 4" AND OFFSET AT THE CORNERS TO REDUCE THE FLOW FROM BYPASSING THE BALES. FILL VOIDS BETWEEN BALES WITH THE STRAW TO PREVENT SEDIMENT FROM FLOWING DIRECTLY INTO THE INLET. BACKFILL THE BALES WITH THE EXCAVATED SOIL 4" AROUND THE OUTSIDE OF THE BALES. MAINTENANCE REQUIREMENT: INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT FROM PROTECTION WITHOUT FLUSHING WHEN SEDIMENT REACHES HALF THE HEIGHT OF THE BARRIER. MAKE ANY REPAIRS NECESSARY IMMEDIATELY TO PREVENT FUTURE SEDIMENT FROM ENTERING THE STORM SYSTEM. REMOVAL OF BARRIER: BARRIERS MAY BE REMOVED WHEN THE SITE IS HAS BEEN STABILIZED. REGRADE AREAS WHERE BALES ARE REMOVED AND STABILIZE THIS AREA TO PREVENT FUTURE EROSION. REMOVE ALL SEDIMENT AND PLACE WHERE IT MAY NOT ENTER THE STORM SYSTEM. EROSION CONTROL BLANKET: THE APPROPRIATE TYPE AND WEIGHT OF THE BLANKET SHALL BE SELECTED ACCORDING TO THE AREA THAT WILL BE COVERED WITH THE BLANKET. BLANKETS SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS, STARTING AT THE DOWNSTREAM END AND OVERLAPPING THE UPSTREAM THE BLANKET A MINIMUM OF 8" ON THE DOWNSTREAM MAT. THE UPPERMOST EDGE OF THE BLANKET SHALL BE TUCKED INTO A SILT TRENCH AND BACKFILLED WITH SOIL AND TAMPED INTO PLACE. THE BLANKETS SHALL BE STAKED ACCORDING TO MANUFACTURERS RECOMMENDATIONS FOR THE SPECIFIC USE ON SITE. SILT FENCE: INSTALLATION: SILT FENCE SHALL BE INSTALLED AT THE EDGE OF THE CONSTRUCTION LIMITS TO PREVENT CONTRACTORS FROM DISTURBING MORE AREA THAN WHAT IS REQUIRED. THE SILT FENCE SHALL BE INSTALLED IN A TRENCH A MINIMUM OF B' DEEP, WITH THE SILT FENCE COVERED WITH COMPACTED SOIL. DRIVE THE FENCE POSTS INTO THE GROUND AT THE SPACING RECOMMENDED BY THE MANFUACTURER (NO MORE THAN 6'). WHEN A JOINT IS NECESSARY, NAIL THE OVERLAP TO THE NEAREST POST WITH A LATH. MAINTENANCE REQUIREMENT: INSPECT THE SILT FENCE FREQUENTLY AND AFTER EACH RAIN EVENT. IF FABRIC TEARS, STARTS TO ROT OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE IMMEDIATELY, REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN THE FENCE IS BULGING. WHEN CLEANING THE SEDIMENT FROM THE FENCE, DO NOT UNDERMINE THE SILT FENCE. WHEN THE SITE HAS BEEN STABILIZED, REMOVE THE SILT FENCE AND RESTORE THE AREA TO PREVENT FUTURE EROSION. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarian Health Method ist- IU-Riley Clarian North Medical Center Office Building II INTERIM REVIEW ONLY Teem dowments are »pxnpkie. arid are rokex0 for nlanm renew ony ana era W Menoeo for reguW" approval, oioNng, Parma, w mnar 1im gyposes. REVISION BCCLT PROJECT NUMBER 05145 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE EROSION CONTROL NOTES SCALE AS NOTED SHEET NO. C6.20 SITE NAME The area scheduled for construction is known as "Clarion North Medical Center - Office Building II" (hereinafter referred to as the "Project "). PROJECT LOCATION This project is an expansion to the Clarion North Medical Center located north of 116th Street, west of U.S. 31, east of the proposed Illinois Street and south of the Ritz Charles in Carmel, Indiana. This expansion is to the north of the medical center currently under construction. OWNERS INFORMATION Name: Clarion Health Partners Address: 1901 North Senate Avenue, Indianapolis, IN 46202 Representative: David Doell Title: Facilities Manager Telephone: 317-962-2031 Fox: 317- 962 -3182 OPERATOR'S INFORMATION Name: Jacobs Facilities Address: 100 West 116th Street, Suite B, Carmel, Indiana 46032 Representative: Richard Couturier Title: Project Manager Telephone: 317- 710 -3766 Fax: 800- 395 -6676 NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (N01) at least 48 hours prior to commencement of on -site construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: A) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. B) The party has day-to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit. ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS - (SECTION A) 1. INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS See sheet CO.00. 2. 11 BY 17 INCH PLAT SHOWING BUILDING LOT NUMBERS /BOUNDARIES AND ROAD LAYOUT /NAMES See sheet C1.10 3. NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT The project consists of a Medical Office Building expansion and the necessary infrastructure to support this construction, i.e.; storm sewers, sanitary sewers and parking lots. 4. VICINITY MAP SHOWING PROJECT LOCATION See sheet C6.20 5. LEGAL DESCRIPTION OF THE PROJECT SITE (INCLUDE LATITUDE AND LONGITUDE - N01 REQUIREMENT) The project is located in a part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Clay Township in Hamilton County, Indiana. Latitude 39'57'36 ". Longitude 86'09'34 ". See Sheet C1.10. 6. LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS (ROADS, UTILITIES, STRUCTURES, ETC.) See sheets C2.10 thru C4.10. 7. HYDROLOGIC UNIT CODE (14 DIGIT) The Hydrologic Unit Code for this Project is 05120201090050. 8. NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS N/A 9. SPECIFIC POINTS WHERE STORM WATER DISCHARGE WILL LEAVE THE SITE Stormwoter drainage will be collected into pipes and conveyed to the North Detention Pond. This pond is interconnected with the South Detention Pond and eventually discharges into the US 31 Right- Of -Woy. This site will become the most upstream portion of the W. R. Fertig Regulated Drain. See sheet C6.10. 10. LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE See sheet C1.00, South and North Ponds are noted. No wetland will not be impacted by this Project. 11. IDENTIFICATION OF ALL RECEIVING WATERS This Project area is the most upstream portion of the W.R. Fertig Regulated Drain. 12. IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUND WATER (ABANDONED WELLS, SINKHOLES, ETC.) N/A 13. 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES See sheet C6.20 F.I.R.M. Panel 18057CO208F. 14. PRE - CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR STORM EVENT) Pre - Construction: 33.7 cfs Post - Construction: 75.8 cfs 15. ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED To the north is commercial property, to the east is offices, to the south is offices, and to the west is agricultural. 16. LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS (CONSTRUCTION LIMITS) The silt fence is meant to be the limits of construction and to deter the contractor from disturbing more area than needed. See sheet C6.10. Total site acreage is -107 acres with the disturbed area being -12 acres. 17. IDENTIFICATION OF EXISTING VEGETATIVE COVER See sheet C6.10. The southern portion is under construction and the remaining portion to the west is agricultural fallow. 18. SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS See sheet C6.20 19. LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORM WATER SYSTEMS (E.G. PIPES, SWALES AND CHANNELS) See sheets C3.21 thru C3.23. 20. PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT (SEWER /WATER TIE -INS) N/A 21. LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW/DISPOSAL AREAS Fill required will be obtained from the site. See sheet C6.20 22. EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS See sheet C1.11. 23. PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS See sheets C3.10 thru C3.13. ASSESSMENT OF STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION COMPONENT - (SECTION B) 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES Potential pollutants encountered during construction may be dust, mud tracked off -site from vehicles, petroleum products from periodic maintenance and fueling of construction equipment and sediment /silt from rain events. 2. SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES. The stabilized construction entrance and perimeter silt fencing will be installed prior to any excavation. Once the parking lot has been constructed with the necessary drainage structures, the temporary sediment barriers will be installed at all drainage structures. When the grading work has been completed, all disturbed areas will be seeded and mulched. Upon completion of the project and the grass areas are stable, the temporary measures will be removed. 3. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS (AT ALL POINTS OF INGRESS AND EGRESS). See sheet C6.10. 4. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREA. Sheet flow areas will be protected by seed and mulching or hydroseeding. Erosion control blankets will be installed on slopes exceeding 6:1, this generally occurs at the edge of the parking lots. Parking lot drainage is collected by an internal stormwater pipe system. Silt fences will be installed at the perimeter of the site. See sheet C6.10. 5. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS. See sheets C3.11 thru C3.13 and C6.10 and C6.20. 6. STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS See sheets C6.10 and C6.20. 7. RUNOFF CONTROL MEASURES (E.G. DIVERSIONS, ROCK CHECK DAMS, SLOPE DRAINS, ETC.) See sheets C6.10 and C6.20. S. STORM WATER OUTLET PROTECTION SPECIFICATIONS The stormwater will discharge into the existing north detention pond. Riprap will be provided at the outlets into the pond. 9. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS See sheets C6.10 and C6.20. 10. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The existing detention ponds will serve a secondary function as a stormwater quality feature to the primary function as a discharge controlling feature. 11. TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON (INCLUDE SEQUENCING) If temporary stabilization is needed on the slopes, the contractor shall apply seeding according to the seeding specifications. 12. PERMANENT SURFACE STABILIZATION SPECIFICATIONS (INCLUDE SEQUENCING) Permanent stabilization will be per seeding specifications. 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 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 a frequency sufficient to minimize offsite impacts. Sanitary /Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. 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 stormwater pollution prevention plan by the operator following on -site location of said facilities. Water Source Water used to establish and maintain gross, 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 Area 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 Materl,l Storage Chemicals, points, 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 of local regulations, the Contractor should have a Hazardous Materials Management Plan and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instructconstruction workers on proper hazardous materials 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. 14. MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORM WATER QUALITY MEASURE Contractor shall inspect and monitor each measure weekly and again within 24 hours of each X inch rain event. See sheet C6.20 15. EROSION & SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS N/A ASSESSMENT OF STORM WATER POLLUTION PREVENTION PLAN POST CONSTRUCTION COMPONENT - (SECTION C) 1. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed Project may have pollutants that include oils, greases, fuels, anti - freezing agents, roadway grit, and trash. Other pollutants may be fertilizers, organic material and soils from landscaping. 2. SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds will remain in place post construction to aid in the filtering of runoff associated with the site. 3. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURES (INCLUDE A WRITTEN DESCRIPTION OF HOW THESE MEASURES WILL REDUCE DISCHARGE OF EXPECTED POLLUTANTS) The north parking expansion has been graded such that all runoff drains to interior inlets. Runoff will not be directed over stabilized area thus minimizing the possibility of erosion from the site. Detention ponds will also remove sediment from the runoff as well as controlling the peak discharge rates. 4. LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE See sheet C6.10 for location of the north detention pond. 5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORM WATER QUALITY MEASURES The owner of the site shall monitor the detention ponds to prevent the accumulation of silt that would inhibit the ability to control the peak discharge. Maintaining the ponds will provide the ponds the ability to function as a stormwater quality BMP. The owner shall also practice good housekeeping to prevent as much sediment from entering the ponds as practical. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 INTERIOR DESIGNER MAREGATTI INTERIORS 9365 COUNSELORS ROW, SUITE 112 INDIANAPOLIS, IN 46240 Clarlan Health Methodist- W-Riley Clarian North Medical Center UTTIce tsunaing n INTERIM REVIEW ONLY These dowmems arc m wpbte, wd am mi." 1 for mean revs amy and are not Intended for mqulaiM app,wal, Elddmq, permit, or wnseu.4an purp -. REVISION BCCLT PROJECT NUMBER 05148 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE SWPP DETAILS SCALE AS NOTED SHEET NO. C6.30 =RAL NOTES ? TO GENERAL CONDITIONS AND DIVISION 1 REQUIREMENTS FOR 30. WHERE CONC. PAVING MEETS BUILDING WALL, PROVIDE AND INSTALL ,FETY REQUIREMENTS GOVERNING WORK DESCRIBED ON LANDSCAPE PREFORMED EXP. JOINT MAT'L & CONTINUOUS SEALANT JOINT, REF. DTL 3, C.I.P. SHT. L506, E CONTRACTOR FINDS A CONFLICT, ERROR OR DISCREPANCY IN THE 31. CONTRACTOR WILL NOTIFY LANOSCAPE ARCHITECT OF ANY UNKNOWN OR ON DOCUMENTS OR PLANS, THE CONTRACTOR WILL REPORT TO THE UNFORESEEN CONDITIONS ON SITE THAT INHIBIT LANDSCAPE INSIAI LA ?ION AND ARCHITECT IN WRITING IMMEDIATELY AND BEFORE PROCEEDING WITH RELATED WORK. AFFECTED THEREBY AND WILL OBTAIN A WRITTEN INTERPRETATION OR DTL. IN FROM THE LANDSCAPE ARCHITECT. 32. CONTRACTOR WILL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION DWGS. OF ANY PLANTS THAT MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. /ORK WILL BE CONSTRUCTED IN ACCORDANCE WITH THE LINES AND EX EXP. )WN ON THE PLANS. MATCH GRADES AND ALIGNMENTS OF ALL 33, CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION XISTING WALKS, CURBS, GUTTERS, PAVEMENTS, WALLS, AND GRADE(S) OPERATIONS. TONAL EXPENSE TO THE OWNER. PROP. PROPERTYLINE 34. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT LOCATIONS AND PLANT BED ? TO GENERAL CONDITIONS AND DIVISION 1 REQUIREMENTS FOR EDGES PRIOR TO INSTALLATION, ON –SITE ADJUSTMENTS MAY BE REQUIRED. J OF DIMENSIONS AND CONDITIONS AFFECTING WORK SHOWN ON RMV. DRAWINGS AND NOTIFICATION OF LANDSCAPE ARCHITECT. 35. CONTRACTOR WILL DO PANT QUANTITY TAKEOFFS USING DRAW'INCS, HAC SPECIFICATIONS, AND PLANT SCHEDULE. CONTRACTOR TO VERIFY BED IATERIALS DESIGNATED TO BE REMOVED FROM THE PROJECT AREA MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT ICORPORATED INTO THE PRCPDSED WORK WILL BECOME THE SPACING PER THE PLANT SCHEDULE. PLANT MATERIAL QUANTITIES SHOWN ON )F THE CONTRACTOR. PLAN ARE MINIMUM QUANTITIES. MINOR QUANTITIES OF ADDITIONAL MATERIAL MAY BE NEEDED TO MEET SPACING REQUIREMENTS AND ACTUAL FIELD CONDITIONS. RACTOR WILL STOCKPILE TOPSOIL ON –SITE, IN AREA(S) DESIGNATED, Silver R MINIMIZING INTERFERENCE TO CONSTRUCTION ACTIVITIES. 36. ALL TREE AND SHRUB PANTING AREAS TO RECEIVE 2" MINIMUM OF 2705 Patio Table SHREDDED BARK MULCH (UNLESS OTHERWISE NOTED). ALL ORNAMENTAL GRASS, CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFC PERENNIAL, CROUNOCOVER, AND ANNUAL PLANTING AREAS TO RECEIVE 2" ;RING THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT MINIMUM OF SHREDDED BARK MULCH (UNLESS OTHERWISE NOTED). VEHICULAR, EMERGENCY AND PEDESTRIAN TRAFFIC. SITE LIGHTING 37. AVOID INSTALLING TREES AND SHRUBS ON CROWN OF BERMS. VERIFY ; ONTRACTOR WILL ALLOW THE OWNER, LANDSCAPE ARCHITECT, AND LOCATIONS AND ALIGNMENT OF PLANTS ON EMBANKMENTS AND BERMS WITH CCESS TO THE SITE AT ALL TIMES, LANDSCAPE ARCHITECT. ; ONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER 38. EARTHWORK CONTRACTOR WILL INSTALL TOPSOIL IN ALL PROPOSED PLANT NNER'S COIN7RACTORS ON EXISTING SITE CONDITIONS ADJACENT TO BED AREAS AND ALL PROPOSED /DISTURBED LAWN AREAS. REFER TO PLANTING UNDING THIS PROJECT. PLAN FOR PLANT BEDS NOTED TO RECEIVE MULCH. LANDSCAPE CONTRACTOR 16503 Drop Off Bollard WILL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL. LANDSCAPE 510145 AND COORDINATES SHOWN ARE TO EDGES OF PAVEMENT, BACK CONTRACTOR WILL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION. ,ND EDGES OF BUILDING /STRUCTURE UNLESS OTHERWISE NOTED. REFER TO SPECIFICATIONS FOR TESTING AND PLACEMENT OF TOPSOIL. ( FIELD CHANGES WITH THE LANDSCAPE ARCHITECT PRIOR TO MAKING 39, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING, MARKING AND DES. PROFECTING ALL UTILITIES PRIOR TO LANDSCAPE CONS "RUCTION. NOTIFY CWNER'S REPRESENTATIVE IF FIELD OPERATIONS WARRANT ADJUSTMENT OF PLANT ; ONTRACTOR WILL MAKE EVERY EFFORT TO MAINTAIN A CONSISTENT, LOCATIONS. ACED PAVEMENT SCORE PATTERN AS INDICATED ON THE DRAWINGS T THE PROJECT. ALIGN SCORE AND EXPANSION JOINTS IN CURBS 40. ON –SIZE STORAGE OF PLANT MATERIAL SHALL NOT CONFLICT WITH OTHER 'S WITH SCORE JOINTS IN WALKWAYS. CONSTRUCTION OPERATIONS. DRAWINGS HAVE BEEN CREATED FROM SURVEY INFORMATION Y BIAGI, CHANCE, CUMMINS, LONDON, TITZER, INC.; EVANSVILLE, BA, INC. IS NOT RESPONSIBLE FOR THE ACCORACY OF THE SURVEY, 2NTRACTOR IS RESPONSIBLE FOR ALL ROADWAY AND WALK PAVEMENT IT, AS A RESULT OF THE CONSTRUCTION, WITH A PAVEMENT SECTION, S OR EXCEEDS THE EXISTING PAVEMENT SECTION. ONTRACTOR WILL FIELD STAKE LOCATIONS OF SITE IMPROVEMENTS, AND APPROVAL BY THE LANDSCAPE ARCHITECT, PRIOR TO )N OF PROPOSED SITE IMPROVEMENTS. )INATE WITH GENERAL CONTRACTOR FOR PROVISION AND MAINTENANCE 1CTION STAKING AND LAYOUT AIDS. IOL JOINTS SHALL BE EQUALLY SPACED BETWEEN EXPANSION JOINTS MENT WITH OTHER SITE ELEMENTS AS SHOWN ON DRAWINGS. ;ACTOR WILL OBTAIN AND PAY FOR ANY AND ALL PERMITS THAT MAY D AS PART OF HIS WORK. TO CIVIL DRAWINGS FOR SITE GRADING AND DRAINAGE TS, TO CIVIL DRAWINGS FOR REMOVAL AND PROTECTION OF EXISTING V C:VKInTCQ 2101 EX TREE TO REMAIN, PROTECT AS INDICATED 2102 EX. TREE TO BE RELOCATED, COORDINATE W/ SITE DEMO & CLEARING ACTIVITIES 2103 EX. WOODLAND TO REMAIN 2301 FINISH GRADE 2302 COMPACTED AGGREGATE 2303 CLEAN SOIL AMENDMENT BACKFILL 2305 WASHED GRANULAR BACKFILL, NO FINES 2308 DRAINAGE BACKFILL & UNDERDRAINS, REF. CIVIL DWGS. 2307 SUBSURFACE LANDSCAPE DRAIN, REF. DTL _ 2401 EX. DRAINAGE STRUCTURE, REF. CIVIL DWGS. 2402 EX. UTILITY, REF. CIVIL DWGS. 2403 EX MANHOLE, REF. CIVIL DWGS. 2404 NEW UTLITY, REF. CML DWGS. 2501 EX HAC PAVEMENT 2502 RAC PAVEMENT, REF. CIVIL DWGS. 2503 PRECAST CONC. WHEEL STOP, REF. CIVIL DWGS. 2504 PARKING LOT PAVEMENT STRIPING, REF. CIVIL DWGS. 2811 C.I.P. CONIC. SIDEWALK REF. CIVIL DWGS. 2602 TOOLED CONTROL JT., REF. DTL _ 2603 C.I.P. CONIC. CURB, REF. CIVIL DINGS. 2604 HANDICAP RAMP, REF, CIVIL DWGS. 2608 EX. CONC. WALK TO REMAIN 26M ARCH, C.I.P. CONIC PAVEMENT 2610 RMV, & REPLACE ARCH. C.I.P. CONIC. PAVEMENT, REF, DTL. —COORDINATE WI SITE DEMO &CLEARING ACTIVITIES 2612 CONC. UNIT PAVERS 2613 RMV., STOCKPILE, RESET EX UNIT PAVERS, REF. DTL. _, COORDINATE W/ SITE DEMO &CLEARING ACTIVITIES 2614 TREE PLANTER, REF. DTL. 2703 PAINTED METAL BENCH 2704 PAINTED METAL ASH URN/UTTER RECEPTACLE 2705 PATIO TABLE AND CHAIRS 2901 NURSERYSOD 2902 PLANTING AREA PER SPIT. L6.01 2903 PLANTING BED EDGE, REF. DTL 2WX GRAVEL MAINT. STRIP, REF. DTL _ _ 2905 MULCH RING AT TREE PIT, REF. PLANTING DTLS 2907 EX. PLANTING AREA, PROTECT EX PLANTS 29M EX. LAWN AREA, RECONDITION FOLLOWING CONSTRUCTION 3203 #4 STEEL DOWELS, 17 LONG W/ EXPANSION CAP ONE END 3206 EX CONC. WALL 5101 EX. METAL FENCE 5401 STEEL EDGING 7101 PREFORMED EXP. JT. MATL & CONT. SEALANT JT. 16500 EX LIGHT TO REMAIN 18501 EXTERIOR, DOUBLE HEADED POLE LIGHT, REF. DTL _ 18502 EXTERIOR, SINGLE HEADED POLE LIGHT, REF. DTL _ 18503 PRECAST CONIC, BOLLARD W/ LIGHT, REF. DTL _ 18504 PAINTED METAL LIGHT BOLLARD, REF. DTL, _ 18505 TREE MOUNTED DOWN LIGHT, REF. DTL 18508 UPLIGHT, TYPE 1, REF. DTL. _ LEGEND l CONTROL MEASURES (''E. SILT FENCING AND SEDIMENT CONTROL) ARCH. ARCHITECTURE, ARCHITECTURAL )VIDEO BY CONTRACTOR PER CIVIL DRAWINGS. C.I.P. CAST-IN-PLACE _ CONC CONCRETE TO LANDSCAPE PLANTING OPERATIONS, CONTRACTOR WILL FIELD CONT, DEMO CONTINUOUS DEMOLTION TAG PLANT LOCATIONS, FOR REVIEW AND APPROVAL BY THE DTL. DETAIL ARCHITECT, DWGS. DRAWINGS ONTRACTOR WILL MAKE HIS OWN PLANT QUANTITY TOTALS USING THE EX EXP. EXISTING EXPANSION 'LANT SCHEDULE, AND SPECIFICATIONS. IF A DISCREPANCY EXISTS JT. JOINT E QUANTITY OF PLANTS SHOWN AND THE AMOUNT OF SPACE PROP. PROPERTYLINE )R THE PANTS, THE CONTRACTOR WIII NOTIFY THE LANDSCAPE REF. REFERENCE RMV. REMOVE HAC HOT ASPHALTIC CONCRETE ETE ROUGH GRADING AND FINE GRADING PRIOR TO START OF DPERAT!ONS. LANDSCAPE ARCHITECT TO APPROVE FINE GRADING. CNTRACTOR W'iLL NOTFY IHF LANDSCAPE ARCHITECT IN WRITING OF ANY PANT MAIERIAr THAT IS NOT AVAILABLE DURING THE VSTRUCTION. THE CONIRACTOR WILL OBTAIN APPROVAL BY THE 9RCHITECT FOR ALL PLANT SUBSTITUTIONS. ,.ACTOR TO COORDINATE WITH OTHER TRA!)LS INVOLVED IN THIS PROJECT AS REQUIRED. 27. NOTIFY LANDSCAPE ARCHITECT IF FIELD OPERATIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS. 28- FOR PANT SCHTDUIE & DEALS RFILR TO SHEET T6.C2, AND FOR IRRIGATION PLAN REFER TO SHEET L8.01 29. CONTRACTOR WILL NOTIFY UTI'IIIY COMPANIES TO ISCATE UNDERGROUND UTILITIES PRIOR TO COMMFNC[W_N? OF LANDSCAPE WORK. MATERIALS AND FINISH SCHEDULE KEY ITEM DESCRIPTION COLOR FINISH REMARKS PAVING MATERIALS _ Scofield Type 2, Integral color, 2609 Architectural Concrete Sidewalk Paving_ Porcelain Gray Scofield Type 2, Integral color, Dark 2604 Handicap Ramp Paving Grey 2612 Concrete Unit Pavers Double Black Gluartex City Stone 1 Pavestone or approved equal. SITE FURNITURE Landscape Forms Inc 'Chase Park 3 Seat Backed W/ 2703 Metal Bench Silver WA Intermediate Arms, Surface Mount Landscape Forms Inc. 'Chase Park Side Opening Litter 2704 Metal Litter Receptacle & Ash Urn Silver N/A Receptacle W/ Sand Pan, Surface Mount 2705 Patio Table Silver N/A 2706 Patio Chairs Silver NIA SITE LIGHTING 16501 Parking Lot Lighting, Twin Fixture NIA NIA 16502 Parking Lot Lighting Single Fixture N/A N/A 16503 Drop Off Bollard WA N/A 16504 Patio Light Bollard „ ,. N/A NIA 0 2005 HKS, INC. HI<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS. IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 I I Clarian Health Methodist•IU-Riley Clarian North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204 -2449 INTERIM( REVIEW ONLY These ocuments are ncomplete, an� are re asedforirt rp[reviewonlyan are not intended fart\ egLhwry�alpprova4 bidding, pe_L @CD wdGn purpos e, . Architect: Ronald L. Skaggs Arch. Rey, No.. ARA8802006 Date: I0 GCtober 2005 KEY PLAN REVISION HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE MATERIAL & FINISH SCHEDULES & GENERAL NOTES SHEET NO. LOXI O 2005 HKS, INC. H I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOUS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 Clarian Health Methodist] U-Riley Clarian North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204 -2449 INTE IK- REVIEW ONLY These /documents are incomplete, an are releasetl for uHEri�m� GGnrview ��ry antl ' are n�t intended fatt \_egLhdtory approval, bidding, perm��to�st7uRwnpurpose5. Arch Rect: Ronald L. Skims / Arch. Rdg. No.: ARABR02006 Date: 1019ctober2005 i KEY PLAN REVISION HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE OVERALL LANDSCAPE SITE PLAN SHEET NO. L2mOO NOffrH _... a s 10 ao 50 __ _ - -- _. - -_ g62 GRAPHIC SCALE t1C4LE1' -a6P --J O 2005 HKS, INC. H I<S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOUS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 Clarian Health Methodist] U-Riley Clarian North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204 -2449 INTE IK- REVIEW ONLY These /documents are incomplete, an are releasetl for uHEri�m� GGnrview ��ry antl ' are n�t intended fatt \_egLhdtory approval, bidding, perm��to�st7uRwnpurpose5. Arch Rect: Ronald L. Skims / Arch. Rdg. No.: ARABR02006 Date: 1019ctober2005 i KEY PLAN REVISION HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE OVERALL LANDSCAPE SITE PLAN SHEET NO. L2mOO i'IVl rHtrVIONtUG .J1.f lL.b lAJN I. ZO / Ell JI. 16500EXLIGFfiTOREMAIN 16501 EXTERIOR, DOUBLE HEADED POLE LIGHT. �. -'�.. __ - -- - �` '� ' 7 12 V ?RANSI�LAN? it \`' REF. DTL. 1MIDTERIOR,SINGLEHEADED - t 'r,:t.; -...� '.�.....� .r._. `.' Lu!) TYP POLEUGHT,REF.DTL 16503 PRECAST CONC. BOLLARD Wf LIGHT, REF. DTL _ 16504 PAINTED METAL LIGHT BOLLARD REF DTL �g. -' +� -- .- PROP. LINE - 18505 TREE MOUNTED DOWN LIGHT, REF. DTL. _ 78506 UPLIGHT, TYPE 1, REF. DTL _ 7 & _ . _ , G000 _ . I TYP AS TRANSPLANT _ -- _ . e5+ - 9 5 IT LRANSPLANT LT TRANSPLANT JV TRANSPLANT NORTH _ & - 0 5 10 30 60 - JV TRANSPLANT - �tb GRAPHIC SCALE - - - - - -- -- - --- BCeYE 1'1260 -. - - 0 2005 HKS, INC. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS. TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 Clarian Health Methodist. IU-Riley Clarian North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC_ 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204- 2449 INTERIM - REV E1W ONLY These documents are incomplete, an $ a rerelbasedforin vlew onyrana are n� intended f� fo�ry�a'pproval biddin� perm} g�pAtruc�pp purpose¢. Archde L Ronald L. Slate- s—�— /— Arch, R4 No.: ARA8802006� Date: 1 o)skger 2005 I � _ KEY PLAN , I .t� I A REVISION J HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE OVERALL SITE PLANTING PLAN SHEET NO. L6.00 0 5 10 20 40 NORTH GRAPHIC SCALE SCALE: 1a =20 -0' 0 2005 HKS, INC. HI <S ARCHITECT HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKI NNEY AVENUE DALLAS, TX 7 5201 -1 753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY. MI 49684 Clarian Health Methodist•IU•Riley Clarian North Medical Center Office Building 11 OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204 -2449 INTER 119- REVIEW ONLY These�ocuments are incomplete, and are release for in(rrim /re i" only an are nit intended for�egGld'�t(!or��yt��ap�proval bidding, permiLG c^onittu66NUrpos Archit bd Ronald L. Sla s 7 Arch. Rep. No ARABB02006 Date: 10Ulober2005 KEY PLAN J. j e REVISION i HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT SHEET TITLE BUILDING AREA PLANTING PLAN SHEET NO. L.6.01 2" SHREDDED HARDWOOD BARK MULCH DO NOT ALLOW MULCH TO CONTACT TRUNK(S) OF SHRUB 3" HIGH TOPSOI' SAUCER FOR INDIVIDUAL PLANTS FIN S'H GRADE WIDTH OF PIT TO BE 1 112 TIMES ROOT BALL DIAMETER SLOPE & SCARIFY SIDES OF PLANTING PIT CLEAN SOIL AMENDMENT BACKFILL INSTALL ROOT BALL ON UNDISTURBED SOIL CONE AT �� B��Or�►70M OF PLANTING PIT Mm. 1. REMOVE BURLAP AND TW'NE FROM TOP 113 OF ROOT BALL OR CAREFULLY REMOVE 07 SHRUB PLANTING ccNTAINER Not to Scale 6 EVERGREEN TREE PLANTING Nct to Scale KM. 1. REMOVE TOP 1/3 OF BURLAP ON ROOTBALL. 2. PROVIDE PLASTIC OR METAL FLAGS ON GUY POSTS IN OR NEAR SIDEWALKS. GUY TREE W/ VERT. T -POSTS 2" SHREDDED HARDWOOD BARK MULCH -DO NOT ALLOW MULCH TO CONTACT TREE TRUNK 3" HIGH TOPSOIL SAUCER FINISH GRADE WILL VARY, REF. CIVIL DWGS. SLOPE AND SCARIFY SIDES OF PLANTING PIT WDTH OF PIT TO HE 1 112 TIMES ROOT BAI'_ DIAMETER CLEAN SOIL AMENDMENT BACKFILL INSTALL ROOTBALL ON UNDISTURBED SOIL CONE AT BOTTOM OF PLANTING PIT 2" SHREDDED HARDWOOD BARK MULCH REMOVE PLASTIC POT OR SPLIT PEAT POT CLEAN SOIL AMENDMENT BACKFILL EX. SUB -GRACE OR BASE OF GREENROOF NOTES: 1. ALL PERENNIAL, GROUNDCOVER AND ANNUAL BEDS SHALL BE PLANTED USING TRIANGULAR PLANTING SCHEME. 2. REFER TO PLANTING SCHEDULE AND PLANTING DIAGRAM FOR PLANT SPACING. 5 ORNAMENTAL GRASS PLANTING Not to Scale 'REE W/ VERT. T -POSTS iREDDED HARDWOOD MULCH -00 NOT AI.LCW i TO CONTACT TREE 'ED SOIL BACKF1L OF PLANTING PIT TO i TIMES WIDER THAN BALL DIAMETER BARRIER 4GE FLi- � -TF ^. ('[Ay RAf -VPT I M REMOVE TOP 1/3 OF BURLAP ON ROOTBALL 2. PROVIDE PLASTIC OR METAL FLAGS ON GUY POSTS IN OR NEAR SIDEWALKS 4 SHADE TREE PLANTING IN PLANTING STRIP Not to Scale I FINISH GRADE - _ AREA TO RECEIVE MULCH AMENDED PLANTING BED SOIL C� 3� 0 SPADE EDGE J Not to Scale LPLANT CENTER I 6" O.C. 5" PLANT SPACING 8 0.1, 7 ALL EQUAL OR 10" O.C. 9" x AS SHOWN ON PLANTING PLAN 12 O.C. 10.4" 15" O.C. 13" 18" O.C. 15.6" 24" O.C. 21" 30" O.C. 26" 36" O.C. 30" PLAN PLANT SPACING DETAIL L Not to Scaie i t `.I;!// 2" SHREDDED HARDWOOD BARK MULCH REMOVE PLASTIC POT OR SPLIT PEAT POT CLEAN SOIL AMENDMEN- BACKFILL III III II' II =11 IILII =1 III III+ -- EX. SUB -GRADE OR BASE OF III -IIF III =1'I '; -, =III — III- GREENROOF --!li II II it � i III —II ii-- ilt— ill NOTES: 1. ALL PERENNIAL, CROUNOCOVFR AND ANNUAL BEDS SHALL BE PLANTED USING TRIANGULAR PLANTING SCHEME. 2. REFER TO PLANTING SCHEDULE AND PLANTING DIAGRAM FOR PLANT SPACING. PERENNIAL /GROUNDCOVER PLANTING Not to Scale PLANT SCHEDULE ITEM BOTANICAL NAME COMMON NAME SIZE REMARKS TRANSPLANTED TREES QR Quercus rubra Red Oak JV Juniperus virgmiana Eastern Red Cedar AS Acer saccharum'Green Mountain' Green Mountain' Sugar Maple QB Quercus bicolor Swamp White Oak LT Liriodendron tuliprfera Tulip Tree AIP Acer palmatum Japanese Maple BN 'Betula Nlgra'Heritage' Heritage' River Birch MC Malus xhybrida'Centurion' Centurion' Crabapple TREES BIN Betula Nigra, 'Heritage' Heritage' River Birch 3" Cal. (Multi -stem, limb up to 7' height CC Cercis Canadensis Eastern Redbud 3" Cal Single Stem GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry' Ginkgo 3" Cal. Q,B Quercus bicolor Swamp White Oak 3" Cal. SHRUBS CJ Chaenomeles japonica 'Stanford Red' Stanford Red' Japanese Quince 7 RaL, 36" height _ RP , , _ Rhododendron x'PJM FLU Rhododendron 5 gal 20" height 'BK Buxus sempervirens 'Green Gem Green Gem' Boxwood 3 9a1 15" - 18" height VT _ Viburnum trilobum 'Alfredo' 'Alfredo Compact Viburnum 3 gal 30" height rV lea virginica 'Spnch' Little Henry Dwarf Sweetspire 3 gal. 30" height ._ lex_glabra,'Shamrock . Shamrock Holly 7 gal 36" height PERENNIALS /GROUNOCOVER CP Ceratostigma plumbaginoides Plumbago _ _ A gal Full Plants, 24" oc LS y _ , ,_ Ligularia stenocephala 'The Rocket' The Rocket Ligulana 1 gal Full Plants, 36" oc HH. Hosta x'Honeybells' Honeybells Hosta 1 gal Full Plants, 30" oc. AC Astilbe chinensis taquetti'Supe_rba' Superba Astilbe _ 1 gal Full Plants, 30" oc HIF Hosta fortunei'Patriot' Patriot Hosta 1 gal Full Plants, 30" oc. VIM Vinca minor. Periwinkle 1 gal Full Plants, 24" oc. SH Sedum spectabile'Herbstfreude' Autumn Joy Sedum 1 gal Full Plants, 24" oc SN Salvia nemerosa 'Mainacht' Maynight Salvia 1 gal. :Full Plants,, 24" oc, CM Liriope muscari'Big Blue' Big Blue Liriope. _ 1 gal . Full Plants, 30" oc CV Coreopsis verticillata'Moonbeam' ,Moonbeam Coreopsis 1 gal— Full Plants, 24" oc BC Bergenia cordifolia Heartleaf Bergenia 1 gal. 'Full Plants, 30" oc. HM Heuchera micrantha 'Palace Purple' Palace Purple Coral Bells 1 gal Full Plants 24 oc. ORNAMENTAL GRASSES CL_ Chasmanthium latifolium 'Northern Sea Oats ,3 gal. CA_ Calamagrostis arundinacea 'Karl Foerst. Karl Foerster Feather Reed Gras 3 gal SEASONAL COLOR ANN Annual plants (seasonal color) :1 quart Full Plants, 6" o.c. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 McKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 McKINNEY AVENUE DALLAS. TX 75201 -1753 MEP/CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC 277 E- 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 Clarian Health Method ist•IU-Riley Clarian North Medical Center Office Building II OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 800 INDIANAPOLIS, IN 46204 -2449 INTERIhCREVIE1W NLY These�oc, ments are incomplet an� are re ased for in(gnm review we only an are rit intended fort` egoheory\approval biddin peniL0001vttcdonpurpose6. Archh Ronald L. Ska s / Arch. R� . NO.: ARA11 2008 i Date. 10)5ktober2005 KEY PLAN REVISION HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 ISSUE DESIGN DEVELOPMENT; SHEET TITLE PLANTING SCHEDULE & DETAILS SHEET NO. L6mO2 OA 04 0.0, OD 00 0.0 0. 00 :0.0 DQ la(), 0.0 ` OA 0.0 61 y,1 02 y, -0.5 1.3 19 -- _ I A. _ _ 2604 CID, - i 0.0 Od 0.0 0.0 0.O 0.0 0.1 10.1 0.2 ', 0.4 0.8 1.3 1.7 Ya y, '119 20 22 2i1 4 2.5 2.4 2.2 ° 13 p22 2.3 2 2.5 25 2 I It 2.6 1 20" 2:} 21 . 2.4 2.5 2.4 2.1 22 �.O .1 .2_1 2 2 2.5 25 f 22 2.3 2,3 2� I 2.5 215 r2,6 2:7 15 1.9 1.11 13 - 0.8 0 2 F' 12 22 1 P 25 2.6 2.8 2� 2.2 1.9 1 2.4 1 .8 1.5 1 0.7 s os 0.4 0.3 02 °1 0.+ o0 0.o '0.0 '0.0 '0_0 a 09 0.9 ° 4 0.3 02 1 1 0.1 0.0 0.0 0.0 OA 1Z 1.1 1Z 1 1 8 0.7 0. 0.3 .2 0.1 0.1 0.0 0.0 0A 0.0 „- /: 0 0.0 0.0 aA 0.0 0.0 0.1 07 01 0.4 03 1.3 14 30 27' 2S $.5 °.8 3.2 3 8 - .2.5 2.5 26 2.0 3.0 3, 27 25 2A ' 2 2.3 19 1,4 1.2 1A 1.7 1A 1.4 Q. 0.2 0. 0.1 0.0 OA OA 404 ' ° a yp a v ° 7 ,. -_,.. �Q 0.0 0.0 0.0 0.D 0.0 ®QO 0.0 01 Q1 02 ,' 0.4 0.7 1.2 21 4Z - 4 4.5 3. 22 2.3 3.6 . ° °.4 4.4 2.8 °22 ° 7 4.5 �.fi 3 2.2 22 35 7�1� 12 4.0 20 1.9 1.1 1 21 .3"� 0.8 5 OZ 0.1 0.1 OA 0.0 0.0 ° v v a - -- tl ® 0 ' OA . ",_ QO OA 0.0 QQ 0.0 Q1 01 0.4 Q7 1.1 2. 6.6 6.7 6' 3. °2., 3.9 6.5 8 8.7 (.0 2 2.1 5 fit 6.8 b3 2.1 3.9' 6S 4.5 2 1.4 1Z 1.3 2'9 9,9 3.2 0.3 °0 :1 0.1 OA OA 0.0 O ° M.G.B. EXPAN5IG � oU0 0.0 '0.0 '. 00 OA 0.0 00: 0.0 01 4f 02 0.4, 0.7 1.1 21 52 s 7 7:1 3, 22 3. 7.7 8.9 .1 2 22 9� 9 _ °.8 71 9 zz 2 3.1 . 8.7 4.6 2 1.5 1.3 1.3 4.5 4.9 3. 1.7 0. OZ 0.1 OA 0.0 0.0 I .. FFE 859.50 _. -_. -.. _ . _ - __ -_ - i - - - .- .._.. -.. ri.. ° 1 1 ° Z ° A 0.7 1.1 21 0 8.6 021 618' 5 3. 22 3:7 7.4' 9 8.5 .9 2 22 °.8 5 8S 92 0' 3. OA OA QO 00 00 00 OA 0. 0. 0 0 22 23 3.8 7.41 " 03 8.3 4S 2 1.5 1.3 1,3 I 4.6 °.4 1.6 0.3 OZ 01 0.0 0.0 0.0 , ®` 0 OA 00 0.0 0.0 0.0 OA Q1' 0.1 ' OZ 0.4 0. 11 . 5. 6.0' 6.1 6 3: 2.0 2.1 3:9 82 BZ 63 5A 2.5 1:9 7 4 62 62 6 5 3 0 2,1 3.9 61 61 6. 4.6 2.1 .4 12 1.4 3.8 3.0 2.7 1 0.3 0.1 .1 0.1 0.0 0.0 OA 2603 !'Y " ' VISITOR VISI. OFD ISITOR &a s ° 1 ° A ° .2 0.6 1.1 . 20 3,7 ° .8 3.8 ° 2 1 22 22 3.3 4.1 4.1 4.0 3 2 4.0 4.0 4.0 42 .1 t. ® OAfYP OA , AO 0 0.0 OA 0. 0 0 03 3 4 22 22 3.3 4.1 4.0 3.9 2.7 1.4 12 1.5 28 2.5 1.8 t. 0.8 .4 02 0.1 0.1 0.0 0.0 0.0 �L. % PARKING �ARK�NG OB 1 Af k]N ® _ - oo o.o ' o.o °.o o.o ' °D.o ° °oA o.r° 1 o.z ' o.b y ao o.o Oo o.0 a ° 1., ° .4 oA 0 A 0.o 0:} d 1 o.z - .., \� • v v ° a v v 1. °.2 .4 0A _ 0A 0.0 0.0 0 0 O q 'OA o 0 0.1 0 ° 0 yo._ �.� _ ,. • .:'�..1 1 _ ,. _ -,. -. _ 0.0 OA 0.0 0.0 OA 00, 0.0 0.1 '0.7 0.2 : 0.4 22 I 2.4 2.7 ; 2A 2.4 2.3 .19 2.4 2.5' I 2S 2S! 2 21 1{ 23 Z41 215 I .I 2.8 2.8 2� 2A 1.7 2 gr 2.4 2A 218 2A I 2.3 1. °I 1' `t 11.6 1.7 al ti 2.1 12.8 2.1 2.0 t.8 1 1.8 1.9' 2 22 al 2.1: 1'' 1.8 1.8 18 � 2A 2.1 21 �2.D 1.8 1'8 b X11 1,7 1 °, 'i21 i1.4 1.5 .fit' 19: ' 2.1 1.7 1.8 1.6; 1 jj ti6 t.6.. 1.7 2 2-1 2.01 16 1.8 1.8 1,8 - 1A 2.1 2�1 1,8 , 1.6 -.16 p1.5 1S1 1 I° k .9 2:1 ° - p 1.9 1.8 I � 17 I 1.7 '� I 1.7 � 2 - 22 2.0 1'7 1 k 1.1 � 1.7 1'8 I I p 1.9 I 2. -'c!1 2, I 1.8 - I P, 1:6 11 1:6 1.7 I 2. ! -° ,= iF `i ,. -:? .•::' r - r =- -•' �: � ,:��' "tee,•, I I ! I s" -� I , _ :,� i I _._- _ _ I " .. I'a ° ° ° ° ° �° I v .t 1 2 A 0.7 1. 4 I1 n'17 OA OA : 00 0 00 Qa oA _. 0 Q 0 a 2 t. 1A.. .5 1.6- 1 :2.D - 22 1.9 1.7 1.7 1.6 2 0 _ r I. I I h: 1 I _ -, _ -._ - - -. '� -OA�- 0.0 -_.O.D :- 0.0.;- _:0.0, 0.0 0.7; 0.7 � 0.4 .7 1.1 .1:5 ° ° "� � ° 4.6 -i7 2 - - TYP' q '1. I ° 0.0 0.0 00 0.0 0.0 X0.0 0.1 °, 7 02 0.4 0.7 1.t 1S 1 1.6 1.8 1 2.0 2.2 1 2.0 8 1 9 1.8 1.9 2 KEYNOTES O.o d 1. 1A 1.5 1, 0.8 .1 .2 .3 .5 .t o a o 00 Do Oo 1.6 1A 1A F31 0. 0.3 .z 0.2 0.1 0.0 0.0 10.0 OA 1.7 1.5 1A .4 .2 .1 .1 . 8.5 0 03 0 00 00 00 OA a ° 2.0 -, 1.6 1.3 0.4 OZ 1 0,1 .DA. _. _ D.0- 0.0 - O.D 0.0 20 1.7 1.3 0. 0.4 02 0.1 1 OA 0.0 0.0 0.0 OA 1.8 1.5 1A 1. 08 0.6 0.4 0.3 -,10.2 0.1 OA 0.0 0.0 0.0 1J8 1.4 1.4 1.3 °.9 08 0,6 0.3 02 0.1 0.0 0A 0A 0.0 0.0 0.0 0.0 0.0 0.0 OA 0:0 0.1 0.7 0.2 '. a0.4 0.7 -1.2 17 22 _2.4 �-2 T___ ° .5 � i 2.4 2.3 : 2.3 2,4 ° ,9 ,_26 2.5 2.3 : 2.3 24 ° ° .5 2A 29 - • 2.9 .' 2.4 2,5 2.3 1.9 1.6 1A ' 1 S 1.� 0.8 0.3' .2 `: 0. Qt 0.0 0.0 0.0 2101 EX. TREE TO REMAIN, PROTECT AS INDICATED 0 3 ° ° 2102 EX. TREE TO BE RELOCATED, COORDINATE W/ SITE _ - - 0.0 OA 0.0 0.0 °0.0 0.0 P.0 _0.1 0.1 0.3 0.6. 1.1 2.1'// 3�.8' 3.8 39 42 1 22 21 3.3 4.2 4.1 4.0 3.9 2.5 .2.1 4.0 4.0 �.0 41 1 22 3.9 4.1 4.0 - - "- DEMO&CLEARINGACTIVITIES °_604'. 26 2,2 39 3.7 2A IA 12, 1.5 2.8 2.5 20 1.2 O5 `. 0.5 �4.1 0.1 0.0 0.0 -0.0 I 2103 EX. WOODLAND TO REMAIN 3 2301 FINISH GRADE 0.0 0.0 °0.6 0.0 0.0 0.0: 0.0 0.1 " 0.1 0!1yPl 0.4 0.7 1.0 2 5.0' 61 6.7 6A 3.53 j 2.0 1 3.9 0.2 63 50 2 1.9 ° 711 5A 82 621 6A1 3 2 21 3:9 01 °'f 8.1 4.6' 1.4 12 1A 0 3.8 3. 22 1.2 0. 0. 0.7 01 OA " 0.0 0.0 2302 COMPACTED AGGREGATE o a t 'I ° I - a l 2303 CLEAN SOIL AMENDMENT WKFILL : ° 0 0 : 0.0 0.0 0A 0.1 I.1 0.1 02 . 0.5 0. 1.1 2 'S.0 87 -9.2 °6b 3.4 22 "3. 1.4 9 BS .9 2 2Z. 8' S;5 �8.8 9 1 5 2905 WASHED GRANULAR 8AC1(FICL, NO FINES - 0 0 0.0 , 0. Q.. ! _ 1 2 ,8 9 22 2,8 3 3.fy 7.41 8;3 8:3 4.5 2 1.5 1,3 1.3 . } 4. ? 4 15 O 7' 0. 0.2 - -0A - 0.0 0.0 0.0 2308 DRAINAGE SACKFILL 8: UNDERDRAINS, REF. CIVIL - -- - tv -- � 1, I. 3 DWGS. ° b ° -.0 0.0 °.0 0.0 00 :0.1 0.1 01 0.0 t2: 2. 9,1'• 971 7;f '3. 22 3. 7.7 .0 8.9 .0' 2 21 8 57 ''8.3 0.8' 71 ° a y o a° a a 0.0 0 0 of °) 1 3AI 22 23 �.� 77 BJ 4.7 2 1.5 1.3 1.3 2. 4.5. ,ISI 1.T 0.7 .0 01 0.1 0.0 0.0 0.0 ' 2307 SUBSURFACE LANDSCAPE DRAIN, REF. DTL - -- - - I 2401 EX DRAINAGE STRUCTURE, REF. CIVIL DWGS - -- OA OA 0.0 0.0 0.1 0.} 0.1 0.2 0.3 0.5 1 _ I86 6.71 6: 3 2.1 2 3.9 6.51' 6;7 6.7 5.0 2. 2.1 .2.6 5A 16.8 8.81 6' 3S3 22 19.9 6.5 °817 �88 54.6 2. 1.3 1A 4.0 ° 2 1 23 ° °t. 0 ° 3 °0.1 O.t 0.0 0.0 0.0 2402 EX UTILITY, REF. CIVIL DWGS. 2403 EX MANHOLE, REF. CIVIL DWGS. a a ° ° ° ° a a ° a ° a ° ° ° ° ° ° a d 1 0.0 „0.0 0.0 Qt 0.t 0.1 0.1 0.2 Q2 0.3 0.6 1.3; : 2Z 42 42 4.3 45 - 22 2.3 _ -_ 96 4,5_ 4.5: : -4.4 4.4 26 22 _i_-4.5 . : 4A 4.4 _ -9.@ 22 .. 3.@ __ 45 4A_. 43:; 4. 3 21 : 1.5 , _1,3 1.6 _: 22 ;_ 11,4 0.9 0.5 0.1 0.1 0.0 0.0 0.0 2404 NEW UTILITY, REF. CAVIL DWGS. w 2501 EX. HACPAVEMENT 0.0 0.0 O.t D7 ,02 OZ - .: - -03 03 0.4 A.5 �7 2-8 31 2d '2.7•2S °.5 2.7 2.8 :�3, 29 2.8 2 25 26 29 303 °1 29 27 227 28 °1 28 28 21 1.8 "-17 19 18 18 t'0 0 °4 2502 HAC PAVEMENT, REF. CIVIL DWGS., 2503 PRECAST CONC. WHEEL STOP, REF. CIVIL DWGS. o 2504 PARKING LOT PAVEMENT STRIPING, REF. CIVIL DWGS. ,. 0 0 0.0 : i; 0.2 :. 0.3 -Ob Q5 0.6 9. 11 1.8 °21 2R - 2,1- -- -22 2,1 j,2.4 2S G 2A 2.1 ', 2 2601 CJ.P. CONC. SIDEWALK, REF. CIVIL DWGS. 26M TOOLED CONTROL JT., REF. DTL - 0.0 .OA.. 01 - _ OT 0.4 0.6 t.0 : ,1.7 22 24 1 1.9 2.01 !2.4 2.6 12.3 2 210 2 2803 CJ.P. CONK. CURB, REF. CIVIL DWGS. - 2604 HANDICAP RAMP,REF.CIVILDWGS. - - ---- ---- -- '-----° ° , ° -'° „o a a' a` -'p 2808 IX. CONK. WALK TO REMAIN 0.0 0.1 0.1 p,2 4 0 B 1 Z 1.5 t:6 6 6 - -:22 �2S , ' 2 2 22 2.3 224 2.5 �2.4 2.2 213 �2 CH C 2.1 22 2 2S 25 2 22 22 1 2A 2.5 2S 2.4 °21 ° 1 �2.0 19' 2 .0 2.11 2 2.6 26 2 20 20 210 2A 12. 6 '23 1.9 -19 1,8 1.8 2 n P 2 2.3 2 2.5 25 2:2 �2.1 2 3 22 2A 2 24 21 2:1 z.0 2 I I. .- D. 1.8 1.6 1.7 1.5 12 10 0.7 0.5 03 .2 0.1 0.1 0.0 OA 0.0 - I 1 ° 1J8 1.7 18 0.8 0.7 1 0.4" 0. OZ 0 01 0.0 00 OA I 1.7 1.6 17 1.5 1.2 1 0,6 0.2 0. 0.1 0.0 0.0 11A- 260B AR J.P. CONIC. PAVEMENT .. � '' 2610 RMV. d REPLACE ARCH. CJP. CONIC. PAVEMENT, o REF. DTL_, COORDINATE W1 SITE DEMO 8 CLEARING OA ' 0.t 0.1 0.2 .5 .: - 1.5 2 4 27 3A '.9 2.7 2S 32 2 3.2 3.1 � .8 25 2.5 8.1 3.3 3.1 2S .5 26 3.1 3.1 32 3.1 29 12. S 2 $ 9.0 2 3. ° .8 2.1 1.7 1S °1.1 2.0 1.1 1.8 1. 0.8 4 0.2 0.1 0.1 D.O , -10 0.0 ACTIVITIES 2612 CONC. UNIT PAVERS '0. ° '1 3 : y° n 2813 RMV .,STOCKPILE,RESETEXUNIT PAVERS, 00 0. t 0.3 5 9 b 3 384 4.1 2.6 D °. 9 3. 2.1 22 3.7 5.0 4.6 -° IS 2.5 22 9 3 21 22'. 3:7 6 °7 4.3 2.1 1.4 1.3 1.5 29 1.5 5 0.3 0.}" 0.1 0.0 0.0 0.0 REF. DTL_ COORDINATE W/ SITE DEMO A CLEARING ° ° ° I o ° I ° ° °''' ACTIVITIES 3 ° 2 9.8 86 72 69 4.5 2 1.5 1.3 1.3 2 41 3.8 -a 2.6 ' 1: 016 0.3 02 0.1 0.0 0.0 OA a 0.0 0. 0.2 0.4 -0.6 0 -1Ji 4. 6 72 6.9 °4 25 9 7.3 T.3 6 3. 22 3.8I 6.7! 73 7.1 4.8 2 22 7 72 7.3 8A9.� 22 2'I _ - -_ 2814 TREE PLANTER, REF. DTL. 2703 PAINTED METAL BENCH f w *r- - - 0.0 0. 02 y °0.3 0.6 1.0 85 ��6j1 3.0 8.8- 4 JD 7 22 1.5 13 1.3 2. 4.8 151 3. 1.7 P0,7 0.3 02 0.1 0.0 0.0 OA 2704 PAINTED METAL ASH URNILfTTER RECEPTACLE 2705 PATIOTABLEANDCHAIRS o ° ° b ° L b 0 -., a d a ° ° 0.0 0. 02 0.4 D.B 1.0 ' t. 75, 8.8 7.5 4 2.6 .0 Li4 B:7 6' 3. 22 3.7 7.0 IB 8.0 4.7 2 22 ° 7 51 6.3 86 _1.05 3. 2Z 71 3.7 ,'T.0 ° ]` 7:8 /4.4 2 1.5 19 12 2 4.4 As 0.7 0.3 02 0.1 0.0 D.0 10.0 2901 NURSERY SOD Luminsire Schedule 290 2 PLANTING AREA REF. SHT. L6.01 Project CLARIAN NORTH MOB 2 -SITE LIGHTING x ° t ° ° ' ° ° 52 5.7 6fi 5 1.9 2b 3.6 4.5 2.0 1.3 1.1 1:3 1.9 1 :8 0, a 0.1 -0f °0.0 0.0 0.0 2903 PLANTING BED EDGE, REF. DTL. 0 0 = : 0. OZ 0.3 A.5'' 1.8 4.} - 4,3 2.4 ° .7 3 2.0 2.0 39 5. 1.8 2A 1.8 2 _ - _ 3d5 "ro Symbol Qty Label Arrangement Watts Lumens LL Description 6.✓ I : b 5 ° 2904 GRAVEL MAINT. STRIP, REF. DTL. _ 5 A SINGLE 400 40000 10.720 1A- AR3 -4DOW1 .' - ° v ° - 2905 MULCH RING AT TREE PIT, REF. PLANTING DTLS. p0 6 BALK -BACK .400 40000 0.720 2B- AR3.400M"I 0.0 '0.1 014 I 0.2' 0.5 a9 .- 1.6 �, .5 3,6 3.7 2.5 ZT 3.8 3.7 3,6 3� .9 2.1 2.1 3.7 3,8 3.6 ° 2.3 20 25 3.6 3.6 �. 3.6 3. 2.8 2.0 , Z.T 3,7 3.5 1.9 1.3 1.2 . Z4 2 17 0.7 0.4 0.2 0. .1 0.1 0.0 OA 0.0 2907 IX. PLANTING AREA PROTECT EX PLANTS - - - 2908 IX. LAWN AREA RECONDITION FOLLOWING y 3 3 9 CONSTRUCTION & P P 12,'3 c ai P h �1.41 OA 0.7 10 0.2 8 0.8 1.4 - 1.9 2 - "2.4 22 2 2.4 2 123 24' "12:1 Y.O 2.1 2.1' 24 2.1 22 2 2.0 21 1 22 2.37 2.1 2. 2 1 2D 2;4 ,.,2:0 2.0 1 1.3 1.2 1.3 1.5 2' 0.7 X0.4 0.3 02 g.t 0.7 0.0 OA 0.0 3203 #4 STEEL DOWELS, IT LONG W/ EXPANSION CAP ONE ° ° Proect CLARryNORTH MOB2 SI TE LIGHTING 1 ;,_ '7 to 1.1 1 i8 1.8 1.8 1 1.3 .._q;y - " t tS 1b 15 1.31 1,3 1.3 1A 1 1.6 1.5 1 1.3 1,3 1 1S 1:6 1 1.2 , -1 3206 EX CONIC. WALL 9 9 0 2 12 13 1 Z 12 1.2 1 1. 0" 0.7 0.5 0.3 0.2 0 D.1 0.0 OA OD 0.0 Numeric s END OD 0.1 01 Q2 0 Label CalcT a Units Av Max Min Av /Min Max/Min - Perimeter Illuminance Fc ! .. ....._. o - ___..v -_- __ °.. _._.n____._ _ ___° _ _ _ _ _ __ _ _ _ -_ _ _ _ _ v ...a 5101 EX. METAL FENCE 0.31 5.4 0.0 0.00 0.00 -, ,. -Otl OA.'. 1 ¢2 03_. __ 0. ,._0.7. 0.7 _ 0.7 0.4_._. _0.9 - - -1. -- -1:2 -- - - - 0.9 0.B 0.9 0.8 1.O�i. "f` 09 0.8 0.6 0.6 0.9 �t1 -- - - Y.fi -1.0 ` 0.8 0.8 0.8 0.8 - 1.O�T'f- 7 -- 0.9 0.8 0.8- 0.T - -- 0.7 0.9 0.8 0.7 0.4 OA 0.3 0.2 0.1 0.0 OA 0.0 0.0 OA 5401 STEEL EDGING New Lot 'Illuminance Fc ! 3.12 10.7 0.3 10.40 35.81 _ -_ v5 .. G o o v. 'Y� ---v.. - _ 0.1:,- _0.1, 0.2 �- 03 OA 0.3 0.4 0.5 0.5 n7 0. a� 0.6 0 0.5 0.5 . _..OJi - - -0.5- - -- 0. 0.6 - 0.5 0.5 0.5 0;5 0.6 0.50.5 0.5 0�4 - - - -0.4 - -1 5 _ .. °.5 0.4 0.3 0.3 0.2 02 0.1 0.1 0.0 . 0.0- 0.0 0.0 °0.0 °OA 7101 PREFORMED EXP. JT. MATL 8 CONT. SEALANT JT. - _ _ 16500 EX. LIGHT TO REMAIN K d,- ;° , ° a n 10. ° a 10. 10. a '0.3- a - - - ° CALClAAT10NSAREMAIMAINEDHORIZONTALILLUMINANCEFIGIk ,ESINFOOt- CANDLES .1 2 OZ 0.2 0.2._.._.0.3._. ._.._.0.3_.__0.3---- 0:3 -_ -0.3 0.3 03 0.3 D.3 3 0.3 0.3 D.3 3 0.3- "_- - -3 0.3 0.3 0.3 0.3 -0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0, "03 0.3 D2 0.2 0.1 0.1.,0.0 - "0.0 0.0 0.0 0.0 OA 0.0 OA „t i .,0.0 0A : 11 a1 16501 EXTERIOR, DOUBLE HEADED POLE LIGHT, POINTS SHOWN ARE AT GRADE / - - 16502 IXTERIOR, SINGLE HEADED POLE LIGHT, REF. DTL. _ RXTURES ARE MOUNTED ON 25' POLES AMID ASSUMED Y BASE _ - % - - ; a °" „ . _- F,, - - ° 77 FIER DTL. 1ti503 PRECAST CONIC. BOLLARD W1 LIGHT, REF. DTL _ _ ` ° ° ° 1 0 0.t 0.1 0.1 ° 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 OA 1, 02 16504 PANTED METAL LIGHT BOLLARD, REF. DTL. ° ° ° a1 - 01 P� ._ - - �. -f` q! 4 `A- a0 -ao aa:' o.a -'0A 0.o 07 0.1 of - °oa 0.1 0.1 0.1 0.1 0.7 o.t 0., 0.,: 01 0.1 0.1 0.1 n.t , -ar at $1 - - -a1- of or -'at 'or- ¢r 0:1 0.1 0.1 0.1 o.t o1 0.1 0.1 0.1 0.1 0.0 0.0 0 "0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.D 0A 16506 UPUGHMOU� D DOWNDLITILLHT, REF. DTL- ` \ 0 0 --- mop 1YP ® PROP. LINE 97 - NORTH 0 5 10 30 5p 85a " GRAPHIC SCALE SCALF V=3" 0 2005 HKS, INC. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 U Ulf Clarian Health Methodist•IU•Riley Clarian North Medical Center Office Building II OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 600 INDIANAPOLIS, IN 46204 -2449 INT ERIK' REVIEW ONLY These /documents 'I'* in anal\ are relEased for int`en_m iew only and ' are nft intend fa+e� C�ryna'ppoval bidrFn,19 permL- GAtticvvn puryosef. Archite`Ct: Ronald L, Ska s l Arch. Rely. No.: ARA8802006 Date: t0tober 2005 i ii HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 I SSUE DESIGN DEVELOPMENT,, SHEET TITLE OVERALL SITE LIGHTING PLAN SHEET NO L9mOO I '7 I e 11'7' .19 C � 22 21 1{ .7 .I x17 .1 2A 22 21 , i . 1.7 1 1:7 I 17 2 2.1 2� 2.11 'I 1A I 1.8 °, 'i21 22 ° 1 2D 1.8 1 1.7 1.7 1 1. 1A 1.5 1, 0.8 .1 .2 .3 .5 .t o a o 00 Do Oo 1.6 1A 1A F31 0. 0.3 .z 0.2 0.1 0.0 0.0 10.0 OA 1.7 1.5 1A .4 .2 .1 .1 . 8.5 0 03 0 00 00 00 OA a ° 2.0 -, 1.6 1.3 0.4 OZ 1 0,1 .DA. _. _ D.0- 0.0 - O.D 0.0 20 1.7 1.3 0. 0.4 02 0.1 1 OA 0.0 0.0 0.0 OA 1.8 1.5 1A 1. 08 0.6 0.4 0.3 -,10.2 0.1 OA 0.0 0.0 0.0 1J8 1.4 1.4 1.3 °.9 08 0,6 0.3 02 0.1 0.0 0A 0A 0.0 0.0 0.0 0.0 0.0 0.0 OA 0:0 0.1 0.7 0.2 '. a0.4 0.7 -1.2 17 22 _2.4 �-2 T___ ° .5 � i 2.4 2.3 : 2.3 2,4 ° ,9 ,_26 2.5 2.3 : 2.3 24 ° ° .5 2A 29 - • 2.9 .' 2.4 2,5 2.3 1.9 1.6 1A ' 1 S 1.� 0.8 0.3' .2 `: 0. Qt 0.0 0.0 0.0 2101 EX. TREE TO REMAIN, PROTECT AS INDICATED 0 3 ° ° 2102 EX. TREE TO BE RELOCATED, COORDINATE W/ SITE _ - - 0.0 OA 0.0 0.0 °0.0 0.0 P.0 _0.1 0.1 0.3 0.6. 1.1 2.1'// 3�.8' 3.8 39 42 1 22 21 3.3 4.2 4.1 4.0 3.9 2.5 .2.1 4.0 4.0 �.0 41 1 22 3.9 4.1 4.0 - - "- DEMO&CLEARINGACTIVITIES °_604'. 26 2,2 39 3.7 2A IA 12, 1.5 2.8 2.5 20 1.2 O5 `. 0.5 �4.1 0.1 0.0 0.0 -0.0 I 2103 EX. WOODLAND TO REMAIN 3 2301 FINISH GRADE 0.0 0.0 °0.6 0.0 0.0 0.0: 0.0 0.1 " 0.1 0!1yPl 0.4 0.7 1.0 2 5.0' 61 6.7 6A 3.53 j 2.0 1 3.9 0.2 63 50 2 1.9 ° 711 5A 82 621 6A1 3 2 21 3:9 01 °'f 8.1 4.6' 1.4 12 1A 0 3.8 3. 22 1.2 0. 0. 0.7 01 OA " 0.0 0.0 2302 COMPACTED AGGREGATE o a t 'I ° I - a l 2303 CLEAN SOIL AMENDMENT WKFILL : ° 0 0 : 0.0 0.0 0A 0.1 I.1 0.1 02 . 0.5 0. 1.1 2 'S.0 87 -9.2 °6b 3.4 22 "3. 1.4 9 BS .9 2 2Z. 8' S;5 �8.8 9 1 5 2905 WASHED GRANULAR 8AC1(FICL, NO FINES - 0 0 0.0 , 0. Q.. ! _ 1 2 ,8 9 22 2,8 3 3.fy 7.41 8;3 8:3 4.5 2 1.5 1,3 1.3 . } 4. ? 4 15 O 7' 0. 0.2 - -0A - 0.0 0.0 0.0 2308 DRAINAGE SACKFILL 8: UNDERDRAINS, REF. CIVIL - -- - tv -- � 1, I. 3 DWGS. ° b ° -.0 0.0 °.0 0.0 00 :0.1 0.1 01 0.0 t2: 2. 9,1'• 971 7;f '3. 22 3. 7.7 .0 8.9 .0' 2 21 8 57 ''8.3 0.8' 71 ° a y o a° a a 0.0 0 0 of °) 1 3AI 22 23 �.� 77 BJ 4.7 2 1.5 1.3 1.3 2. 4.5. ,ISI 1.T 0.7 .0 01 0.1 0.0 0.0 0.0 ' 2307 SUBSURFACE LANDSCAPE DRAIN, REF. DTL - -- - - I 2401 EX DRAINAGE STRUCTURE, REF. CIVIL DWGS - -- OA OA 0.0 0.0 0.1 0.} 0.1 0.2 0.3 0.5 1 _ I86 6.71 6: 3 2.1 2 3.9 6.51' 6;7 6.7 5.0 2. 2.1 .2.6 5A 16.8 8.81 6' 3S3 22 19.9 6.5 °817 �88 54.6 2. 1.3 1A 4.0 ° 2 1 23 ° °t. 0 ° 3 °0.1 O.t 0.0 0.0 0.0 2402 EX UTILITY, REF. CIVIL DWGS. 2403 EX MANHOLE, REF. CIVIL DWGS. a a ° ° ° ° a a ° a ° a ° ° ° ° ° ° a d 1 0.0 „0.0 0.0 Qt 0.t 0.1 0.1 0.2 Q2 0.3 0.6 1.3; : 2Z 42 42 4.3 45 - 22 2.3 _ -_ 96 4,5_ 4.5: : -4.4 4.4 26 22 _i_-4.5 . : 4A 4.4 _ -9.@ 22 .. 3.@ __ 45 4A_. 43:; 4. 3 21 : 1.5 , _1,3 1.6 _: 22 ;_ 11,4 0.9 0.5 0.1 0.1 0.0 0.0 0.0 2404 NEW UTILITY, REF. CAVIL DWGS. w 2501 EX. HACPAVEMENT 0.0 0.0 O.t D7 ,02 OZ - .: - -03 03 0.4 A.5 �7 2-8 31 2d '2.7•2S °.5 2.7 2.8 :�3, 29 2.8 2 25 26 29 303 °1 29 27 227 28 °1 28 28 21 1.8 "-17 19 18 18 t'0 0 °4 2502 HAC PAVEMENT, REF. CIVIL DWGS., 2503 PRECAST CONC. WHEEL STOP, REF. CIVIL DWGS. o 2504 PARKING LOT PAVEMENT STRIPING, REF. CIVIL DWGS. ,. 0 0 0.0 : i; 0.2 :. 0.3 -Ob Q5 0.6 9. 11 1.8 °21 2R - 2,1- -- -22 2,1 j,2.4 2S G 2A 2.1 ', 2 2601 CJ.P. CONC. SIDEWALK, REF. CIVIL DWGS. 26M TOOLED CONTROL JT., REF. DTL - 0.0 .OA.. 01 - _ OT 0.4 0.6 t.0 : ,1.7 22 24 1 1.9 2.01 !2.4 2.6 12.3 2 210 2 2803 CJ.P. CONK. CURB, REF. CIVIL DWGS. - 2604 HANDICAP RAMP,REF.CIVILDWGS. - - ---- ---- -- '-----° ° , ° -'° „o a a' a` -'p 2808 IX. CONK. WALK TO REMAIN 0.0 0.1 0.1 p,2 4 0 B 1 Z 1.5 t:6 6 6 - -:22 �2S , ' 2 2 22 2.3 224 2.5 �2.4 2.2 213 �2 CH C 2.1 22 2 2S 25 2 22 22 1 2A 2.5 2S 2.4 °21 ° 1 �2.0 19' 2 .0 2.11 2 2.6 26 2 20 20 210 2A 12. 6 '23 1.9 -19 1,8 1.8 2 n P 2 2.3 2 2.5 25 2:2 �2.1 2 3 22 2A 2 24 21 2:1 z.0 2 I I. .- D. 1.8 1.6 1.7 1.5 12 10 0.7 0.5 03 .2 0.1 0.1 0.0 OA 0.0 - I 1 ° 1J8 1.7 18 0.8 0.7 1 0.4" 0. OZ 0 01 0.0 00 OA I 1.7 1.6 17 1.5 1.2 1 0,6 0.2 0. 0.1 0.0 0.0 11A- 260B AR J.P. CONIC. PAVEMENT .. � '' 2610 RMV. d REPLACE ARCH. CJP. CONIC. PAVEMENT, o REF. DTL_, COORDINATE W1 SITE DEMO 8 CLEARING OA ' 0.t 0.1 0.2 .5 .: - 1.5 2 4 27 3A '.9 2.7 2S 32 2 3.2 3.1 � .8 25 2.5 8.1 3.3 3.1 2S .5 26 3.1 3.1 32 3.1 29 12. S 2 $ 9.0 2 3. ° .8 2.1 1.7 1S °1.1 2.0 1.1 1.8 1. 0.8 4 0.2 0.1 0.1 D.O , -10 0.0 ACTIVITIES 2612 CONC. UNIT PAVERS '0. ° '1 3 : y° n 2813 RMV .,STOCKPILE,RESETEXUNIT PAVERS, 00 0. t 0.3 5 9 b 3 384 4.1 2.6 D °. 9 3. 2.1 22 3.7 5.0 4.6 -° IS 2.5 22 9 3 21 22'. 3:7 6 °7 4.3 2.1 1.4 1.3 1.5 29 1.5 5 0.3 0.}" 0.1 0.0 0.0 0.0 REF. DTL_ COORDINATE W/ SITE DEMO A CLEARING ° ° ° I o ° I ° ° °''' ACTIVITIES 3 ° 2 9.8 86 72 69 4.5 2 1.5 1.3 1.3 2 41 3.8 -a 2.6 ' 1: 016 0.3 02 0.1 0.0 0.0 OA a 0.0 0. 0.2 0.4 -0.6 0 -1Ji 4. 6 72 6.9 °4 25 9 7.3 T.3 6 3. 22 3.8I 6.7! 73 7.1 4.8 2 22 7 72 7.3 8A9.� 22 2'I _ - -_ 2814 TREE PLANTER, REF. DTL. 2703 PAINTED METAL BENCH f w *r- - - 0.0 0. 02 y °0.3 0.6 1.0 85 ��6j1 3.0 8.8- 4 JD 7 22 1.5 13 1.3 2. 4.8 151 3. 1.7 P0,7 0.3 02 0.1 0.0 0.0 OA 2704 PAINTED METAL ASH URNILfTTER RECEPTACLE 2705 PATIOTABLEANDCHAIRS o ° ° b ° L b 0 -., a d a ° ° 0.0 0. 02 0.4 D.B 1.0 ' t. 75, 8.8 7.5 4 2.6 .0 Li4 B:7 6' 3. 22 3.7 7.0 IB 8.0 4.7 2 22 ° 7 51 6.3 86 _1.05 3. 2Z 71 3.7 ,'T.0 ° ]` 7:8 /4.4 2 1.5 19 12 2 4.4 As 0.7 0.3 02 0.1 0.0 D.0 10.0 2901 NURSERY SOD Luminsire Schedule 290 2 PLANTING AREA REF. SHT. L6.01 Project CLARIAN NORTH MOB 2 -SITE LIGHTING x ° t ° ° ' ° ° 52 5.7 6fi 5 1.9 2b 3.6 4.5 2.0 1.3 1.1 1:3 1.9 1 :8 0, a 0.1 -0f °0.0 0.0 0.0 2903 PLANTING BED EDGE, REF. DTL. 0 0 = : 0. OZ 0.3 A.5'' 1.8 4.} - 4,3 2.4 ° .7 3 2.0 2.0 39 5. 1.8 2A 1.8 2 _ - _ 3d5 "ro Symbol Qty Label Arrangement Watts Lumens LL Description 6.✓ I : b 5 ° 2904 GRAVEL MAINT. STRIP, REF. DTL. _ 5 A SINGLE 400 40000 10.720 1A- AR3 -4DOW1 .' - ° v ° - 2905 MULCH RING AT TREE PIT, REF. PLANTING DTLS. p0 6 BALK -BACK .400 40000 0.720 2B- AR3.400M"I 0.0 '0.1 014 I 0.2' 0.5 a9 .- 1.6 �, .5 3,6 3.7 2.5 ZT 3.8 3.7 3,6 3� .9 2.1 2.1 3.7 3,8 3.6 ° 2.3 20 25 3.6 3.6 �. 3.6 3. 2.8 2.0 , Z.T 3,7 3.5 1.9 1.3 1.2 . Z4 2 17 0.7 0.4 0.2 0. .1 0.1 0.0 OA 0.0 2907 IX. PLANTING AREA PROTECT EX PLANTS - - - 2908 IX. LAWN AREA RECONDITION FOLLOWING y 3 3 9 CONSTRUCTION & P P 12,'3 c ai P h �1.41 OA 0.7 10 0.2 8 0.8 1.4 - 1.9 2 - "2.4 22 2 2.4 2 123 24' "12:1 Y.O 2.1 2.1' 24 2.1 22 2 2.0 21 1 22 2.37 2.1 2. 2 1 2D 2;4 ,.,2:0 2.0 1 1.3 1.2 1.3 1.5 2' 0.7 X0.4 0.3 02 g.t 0.7 0.0 OA 0.0 3203 #4 STEEL DOWELS, IT LONG W/ EXPANSION CAP ONE ° ° Proect CLARryNORTH MOB2 SI TE LIGHTING 1 ;,_ '7 to 1.1 1 i8 1.8 1.8 1 1.3 .._q;y - " t tS 1b 15 1.31 1,3 1.3 1A 1 1.6 1.5 1 1.3 1,3 1 1S 1:6 1 1.2 , -1 3206 EX CONIC. WALL 9 9 0 2 12 13 1 Z 12 1.2 1 1. 0" 0.7 0.5 0.3 0.2 0 D.1 0.0 OA OD 0.0 Numeric s END OD 0.1 01 Q2 0 Label CalcT a Units Av Max Min Av /Min Max/Min - Perimeter Illuminance Fc ! .. ....._. o - ___..v -_- __ °.. _._.n____._ _ ___° _ _ _ _ _ __ _ _ _ -_ _ _ _ _ v ...a 5101 EX. METAL FENCE 0.31 5.4 0.0 0.00 0.00 -, ,. -Otl OA.'. 1 ¢2 03_. __ 0. ,._0.7. 0.7 _ 0.7 0.4_._. _0.9 - - -1. -- -1:2 -- - - - 0.9 0.B 0.9 0.8 1.O�i. "f` 09 0.8 0.6 0.6 0.9 �t1 -- - - Y.fi -1.0 ` 0.8 0.8 0.8 0.8 - 1.O�T'f- 7 -- 0.9 0.8 0.8- 0.T - -- 0.7 0.9 0.8 0.7 0.4 OA 0.3 0.2 0.1 0.0 OA 0.0 0.0 OA 5401 STEEL EDGING New Lot 'Illuminance Fc ! 3.12 10.7 0.3 10.40 35.81 _ -_ v5 .. G o o v. 'Y� ---v.. - _ 0.1:,- _0.1, 0.2 �- 03 OA 0.3 0.4 0.5 0.5 n7 0. a� 0.6 0 0.5 0.5 . _..OJi - - -0.5- - -- 0. 0.6 - 0.5 0.5 0.5 0;5 0.6 0.50.5 0.5 0�4 - - - -0.4 - -1 5 _ .. °.5 0.4 0.3 0.3 0.2 02 0.1 0.1 0.0 . 0.0- 0.0 0.0 °0.0 °OA 7101 PREFORMED EXP. JT. MATL 8 CONT. SEALANT JT. - _ _ 16500 EX. LIGHT TO REMAIN K d,- ;° , ° a n 10. ° a 10. 10. a '0.3- a - - - ° CALClAAT10NSAREMAIMAINEDHORIZONTALILLUMINANCEFIGIk ,ESINFOOt- CANDLES .1 2 OZ 0.2 0.2._.._.0.3._. ._.._.0.3_.__0.3---- 0:3 -_ -0.3 0.3 03 0.3 D.3 3 0.3 0.3 D.3 3 0.3- "_- - -3 0.3 0.3 0.3 0.3 -0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0, "03 0.3 D2 0.2 0.1 0.1.,0.0 - "0.0 0.0 0.0 0.0 OA 0.0 OA „t i .,0.0 0A : 11 a1 16501 EXTERIOR, DOUBLE HEADED POLE LIGHT, POINTS SHOWN ARE AT GRADE / - - 16502 IXTERIOR, SINGLE HEADED POLE LIGHT, REF. DTL. _ RXTURES ARE MOUNTED ON 25' POLES AMID ASSUMED Y BASE _ - % - - ; a °" „ . _- F,, - - ° 77 FIER DTL. 1ti503 PRECAST CONIC. BOLLARD W1 LIGHT, REF. DTL _ _ ` ° ° ° 1 0 0.t 0.1 0.1 ° 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 OA 1, 02 16504 PANTED METAL LIGHT BOLLARD, REF. DTL. ° ° ° a1 - 01 P� ._ - - �. -f` q! 4 `A- a0 -ao aa:' o.a -'0A 0.o 07 0.1 of - °oa 0.1 0.1 0.1 0.1 0.7 o.t 0., 0.,: 01 0.1 0.1 0.1 n.t , -ar at $1 - - -a1- of or -'at 'or- ¢r 0:1 0.1 0.1 0.1 o.t o1 0.1 0.1 0.1 0.1 0.0 0.0 0 "0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.D 0A 16506 UPUGHMOU� D DOWNDLITILLHT, REF. DTL- ` \ 0 0 --- mop 1YP ® PROP. LINE 97 - NORTH 0 5 10 30 5p 85a " GRAPHIC SCALE SCALF V=3" 0 2005 HKS, INC. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 U Ulf Clarian Health Methodist•IU•Riley Clarian North Medical Center Office Building II OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 600 INDIANAPOLIS, IN 46204 -2449 INT ERIK' REVIEW ONLY These /documents 'I'* in anal\ are relEased for int`en_m iew only and ' are nft intend fa+e� C�ryna'ppoval bidrFn,19 permL- GAtticvvn puryosef. Archite`Ct: Ronald L, Ska s l Arch. Rely. No.: ARA8802006 Date: t0tober 2005 i ii HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 I SSUE DESIGN DEVELOPMENT,, SHEET TITLE OVERALL SITE LIGHTING PLAN SHEET NO L9mOO .- D. 1.8 1.6 1.7 1.5 12 10 0.7 0.5 03 .2 0.1 0.1 0.0 OA 0.0 - I 1 ° 1J8 1.7 18 0.8 0.7 1 0.4" 0. OZ 0 01 0.0 00 OA I 1.7 1.6 17 1.5 1.2 1 0,6 0.2 0. 0.1 0.0 0.0 11A- 260B AR J.P. CONIC. PAVEMENT .. � '' 2610 RMV. d REPLACE ARCH. CJP. CONIC. PAVEMENT, o REF. DTL_, COORDINATE W1 SITE DEMO 8 CLEARING OA ' 0.t 0.1 0.2 .5 .: - 1.5 2 4 27 3A '.9 2.7 2S 32 2 3.2 3.1 � .8 25 2.5 8.1 3.3 3.1 2S .5 26 3.1 3.1 32 3.1 29 12. S 2 $ 9.0 2 3. ° .8 2.1 1.7 1S °1.1 2.0 1.1 1.8 1. 0.8 4 0.2 0.1 0.1 D.O , -10 0.0 ACTIVITIES 2612 CONC. UNIT PAVERS '0. ° '1 3 : y° n 2813 RMV .,STOCKPILE,RESETEXUNIT PAVERS, 00 0. t 0.3 5 9 b 3 384 4.1 2.6 D °. 9 3. 2.1 22 3.7 5.0 4.6 -° IS 2.5 22 9 3 21 22'. 3:7 6 °7 4.3 2.1 1.4 1.3 1.5 29 1.5 5 0.3 0.}" 0.1 0.0 0.0 0.0 REF. DTL_ COORDINATE W/ SITE DEMO A CLEARING ° ° ° I o ° I ° ° °''' ACTIVITIES 3 ° 2 9.8 86 72 69 4.5 2 1.5 1.3 1.3 2 41 3.8 -a 2.6 ' 1: 016 0.3 02 0.1 0.0 0.0 OA a 0.0 0. 0.2 0.4 -0.6 0 -1Ji 4. 6 72 6.9 °4 25 9 7.3 T.3 6 3. 22 3.8I 6.7! 73 7.1 4.8 2 22 7 72 7.3 8A9.� 22 2'I _ - -_ 2814 TREE PLANTER, REF. DTL. 2703 PAINTED METAL BENCH f w *r- - - 0.0 0. 02 y °0.3 0.6 1.0 85 ��6j1 3.0 8.8- 4 JD 7 22 1.5 13 1.3 2. 4.8 151 3. 1.7 P0,7 0.3 02 0.1 0.0 0.0 OA 2704 PAINTED METAL ASH URNILfTTER RECEPTACLE 2705 PATIOTABLEANDCHAIRS o ° ° b ° L b 0 -., a d a ° ° 0.0 0. 02 0.4 D.B 1.0 ' t. 75, 8.8 7.5 4 2.6 .0 Li4 B:7 6' 3. 22 3.7 7.0 IB 8.0 4.7 2 22 ° 7 51 6.3 86 _1.05 3. 2Z 71 3.7 ,'T.0 ° ]` 7:8 /4.4 2 1.5 19 12 2 4.4 As 0.7 0.3 02 0.1 0.0 D.0 10.0 2901 NURSERY SOD Luminsire Schedule 290 2 PLANTING AREA REF. SHT. L6.01 Project CLARIAN NORTH MOB 2 -SITE LIGHTING x ° t ° ° ' ° ° 52 5.7 6fi 5 1.9 2b 3.6 4.5 2.0 1.3 1.1 1:3 1.9 1 :8 0, a 0.1 -0f °0.0 0.0 0.0 2903 PLANTING BED EDGE, REF. DTL. 0 0 = : 0. OZ 0.3 A.5'' 1.8 4.} - 4,3 2.4 ° .7 3 2.0 2.0 39 5. 1.8 2A 1.8 2 _ - _ 3d5 "ro Symbol Qty Label Arrangement Watts Lumens LL Description 6.✓ I : b 5 ° 2904 GRAVEL MAINT. STRIP, REF. DTL. _ 5 A SINGLE 400 40000 10.720 1A- AR3 -4DOW1 .' - ° v ° - 2905 MULCH RING AT TREE PIT, REF. PLANTING DTLS. p0 6 BALK -BACK .400 40000 0.720 2B- AR3.400M"I 0.0 '0.1 014 I 0.2' 0.5 a9 .- 1.6 �, .5 3,6 3.7 2.5 ZT 3.8 3.7 3,6 3� .9 2.1 2.1 3.7 3,8 3.6 ° 2.3 20 25 3.6 3.6 �. 3.6 3. 2.8 2.0 , Z.T 3,7 3.5 1.9 1.3 1.2 . Z4 2 17 0.7 0.4 0.2 0. .1 0.1 0.0 OA 0.0 2907 IX. PLANTING AREA PROTECT EX PLANTS - - - 2908 IX. LAWN AREA RECONDITION FOLLOWING y 3 3 9 CONSTRUCTION & P P 12,'3 c ai P h �1.41 OA 0.7 10 0.2 8 0.8 1.4 - 1.9 2 - "2.4 22 2 2.4 2 123 24' "12:1 Y.O 2.1 2.1' 24 2.1 22 2 2.0 21 1 22 2.37 2.1 2. 2 1 2D 2;4 ,.,2:0 2.0 1 1.3 1.2 1.3 1.5 2' 0.7 X0.4 0.3 02 g.t 0.7 0.0 OA 0.0 3203 #4 STEEL DOWELS, IT LONG W/ EXPANSION CAP ONE ° ° Proect CLARryNORTH MOB2 SI TE LIGHTING 1 ;,_ '7 to 1.1 1 i8 1.8 1.8 1 1.3 .._q;y - " t tS 1b 15 1.31 1,3 1.3 1A 1 1.6 1.5 1 1.3 1,3 1 1S 1:6 1 1.2 , -1 3206 EX CONIC. WALL 9 9 0 2 12 13 1 Z 12 1.2 1 1. 0" 0.7 0.5 0.3 0.2 0 D.1 0.0 OA OD 0.0 Numeric s END OD 0.1 01 Q2 0 Label CalcT a Units Av Max Min Av /Min Max/Min - Perimeter Illuminance Fc ! .. ....._. o - ___..v -_- __ °.. _._.n____._ _ ___° _ _ _ _ _ __ _ _ _ -_ _ _ _ _ v ...a 5101 EX. METAL FENCE 0.31 5.4 0.0 0.00 0.00 -, ,. -Otl OA.'. 1 ¢2 03_. __ 0. ,._0.7. 0.7 _ 0.7 0.4_._. _0.9 - - -1. -- -1:2 -- - - - 0.9 0.B 0.9 0.8 1.O�i. "f` 09 0.8 0.6 0.6 0.9 �t1 -- - - Y.fi -1.0 ` 0.8 0.8 0.8 0.8 - 1.O�T'f- 7 -- 0.9 0.8 0.8- 0.T - -- 0.7 0.9 0.8 0.7 0.4 OA 0.3 0.2 0.1 0.0 OA 0.0 0.0 OA 5401 STEEL EDGING New Lot 'Illuminance Fc ! 3.12 10.7 0.3 10.40 35.81 _ -_ v5 .. G o o v. 'Y� ---v.. - _ 0.1:,- _0.1, 0.2 �- 03 OA 0.3 0.4 0.5 0.5 n7 0. a� 0.6 0 0.5 0.5 . _..OJi - - -0.5- - -- 0. 0.6 - 0.5 0.5 0.5 0;5 0.6 0.50.5 0.5 0�4 - - - -0.4 - -1 5 _ .. °.5 0.4 0.3 0.3 0.2 02 0.1 0.1 0.0 . 0.0- 0.0 0.0 °0.0 °OA 7101 PREFORMED EXP. JT. MATL 8 CONT. SEALANT JT. - _ _ 16500 EX. LIGHT TO REMAIN K d,- ;° , ° a n 10. ° a 10. 10. a '0.3- a - - - ° CALClAAT10NSAREMAIMAINEDHORIZONTALILLUMINANCEFIGIk ,ESINFOOt- CANDLES .1 2 OZ 0.2 0.2._.._.0.3._. ._.._.0.3_.__0.3---- 0:3 -_ -0.3 0.3 03 0.3 D.3 3 0.3 0.3 D.3 3 0.3- "_- - -3 0.3 0.3 0.3 0.3 -0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0, "03 0.3 D2 0.2 0.1 0.1.,0.0 - "0.0 0.0 0.0 0.0 OA 0.0 OA „t i .,0.0 0A : 11 a1 16501 EXTERIOR, DOUBLE HEADED POLE LIGHT, POINTS SHOWN ARE AT GRADE / - - 16502 IXTERIOR, SINGLE HEADED POLE LIGHT, REF. DTL. _ RXTURES ARE MOUNTED ON 25' POLES AMID ASSUMED Y BASE _ - % - - ; a °" „ . _- F,, - - ° 77 FIER DTL. 1ti503 PRECAST CONIC. BOLLARD W1 LIGHT, REF. DTL _ _ ` ° ° ° 1 0 0.t 0.1 0.1 ° 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 OA 1, 02 16504 PANTED METAL LIGHT BOLLARD, REF. DTL. ° ° ° a1 - 01 P� ._ - - �. -f` q! 4 `A- a0 -ao aa:' o.a -'0A 0.o 07 0.1 of - °oa 0.1 0.1 0.1 0.1 0.7 o.t 0., 0.,: 01 0.1 0.1 0.1 n.t , -ar at $1 - - -a1- of or -'at 'or- ¢r 0:1 0.1 0.1 0.1 o.t o1 0.1 0.1 0.1 0.1 0.0 0.0 0 "0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.D 0A 16506 UPUGHMOU� D DOWNDLITILLHT, REF. DTL- ` \ 0 0 --- mop 1YP ® PROP. LINE 97 - NORTH 0 5 10 30 5p 85a " GRAPHIC SCALE SCALF V=3" 0 2005 HKS, INC. HI<S ARCHITECT HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 INTERIOR DESIGN HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 STRUCTURAL ENGINEER HKS, INC. 1919 MCKINNEY AVENUE DALLAS, TX 75201 -1753 MEP /CIVIL ENGINEERS BIAGI, CHANCE, CUMMINS LONDON, TITZER, INC. 601 MAIN STREET SHELBYVILLE, KY 40065 LANDSCAPE ARCHITECT CBA, INC. 277 E. 12TH STREET INDIANPOLIS, IN 46202 SIGN GRAPHICS CORBIN GRAPHICS 109 EAST FRONT STREET, SUITE 304 TRAVERSE CITY, MI 49684 U Ulf Clarian Health Methodist•IU•Riley Clarian North Medical Center Office Building II OWNER CLARIAN HEALTH PARTNERS 1901 NORTH SENATE AVENUE INDIANAPOLIS, IN 46202 M.O.B. DEVELOPER HOKANSON COMPANIES, INC. 107 N. PENNSYLVANIA ST. SUITE 600 INDIANAPOLIS, IN 46204 -2449 INT ERIK' REVIEW ONLY These /documents 'I'* in anal\ are relEased for int`en_m iew only and ' are nft intend fa+e� C�ryna'ppoval bidrFn,19 permL- GAtticvvn puryosef. Archite`Ct: Ronald L, Ska s l Arch. Rely. No.: ARA8802006 Date: t0tober 2005 i ii HKS PROJECT NUMBER 7867.031 DATE 10 OCTOBER 2005 I SSUE DESIGN DEVELOPMENT,, SHEET TITLE OVERALL SITE LIGHTING PLAN SHEET NO L9mOO