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Expansion Packet - WITHDRAWN
C larian North Hospital Campus Cancer Center Addition 116th Street and Meridian Street (U.S. 31) Clarian North Hospital Expansion Amendment to Development Plan and Architectural Design, Lighting, and Signage Docket Number 04040042 DP Amend/ADLS Amend Plan Commission Meeting June 22, 2004 BAKER DANIELS Est. 1863 600 E. 96th Street, State 600 Indianapolis, Indiana 46240 317.569.9600 Fax 317.569.4800 www. bakerdaniels.com Joseph M. Scimia Attorney at Law Dir' 317.569.4680 joseph.scimia@bakerd.com June 4, 2004 City of Carmel and Clay Township Plan Commission c/o Mr. Jon Dobosiewicz Department of Community Services One Civic Square Carmel, Indiana 46032 Indiana Washington, D.C. China Re' Docket No. 04040042 DP Amend/ADLS Amend Clarian Health Partners, Inc.- Cancer Center Addition Dear Members of the City of Carmel and Clay Township Plan Commission: On June 22, 2004, representatives of Clarian Health Partners, Inc., will appear before you to present Petitions for the approval of an Amendment to the Development Plan and Architectural Design, Lighting, and Signage (DP/ADLS) for the Clarian North Hospital Campus located at the northwest comer of the intersection of Meridian Street and 116th Street. The Amendment is to provide for a Cancer Center Addition to the previously approved hospital and medical office building. The Cancer Center will join the hospital and medical office building on the north end of the structure. The Cancer Center will have the appearance of a five story structure, but only three floors are planned for build-out at this time. As with the hospital, this addition is structurally designed to accommodate additional floors for expansion in the future. The same building materials, colors, and design that were approved for the hospital will be utilized for this addition. Enclosed for your review are the following illustrative materials' Tab A' Site plan of the hospital and medical office complex site identifying the location of the Cancer Center Addition and a Landscape Illustrative of the expansion. Tab B' Elevations of the Cancer Center Addition and the Construction Plans. INIMAN2 848513vl City of Carmel and Clay Township -2- June 4, 2004 Tab C' Tab D' Three perspective drawings of the primary building, with the Cancer Center Addition, from U.S. 31. Landscaping planting schedule, plan, and detail drawings. Tab E' Signage package. Tab F: Lighting Information including fixture cut sheets. The DP/ADLS Amendment petitions and supporting documentation are on file with the Department of Community Services. consideration. Enclosures In closing, on behalf of Clarian Health Partners, Inc., we thank you for your (Sia erely, ~. Scimia INIMAN2 848513vl I I meN ~mmmmmmmm mmmmmmm CANCER CENTER EXPANSION II ,~00'04'5~7"E- 2'549.56' CLARIAN NORTH HOSPITAL CONCEPTUAL SITE PlaN SCALE '1'= '100'-0" DECEMBER 2002 HKS Gl_ARIAN HEALTH NORTH LANDSCAPE ILLUSTRATIVE - CANCER CENTER EXPANSION Clarian Health Clarian North Medical Center North Expansion Carmel, Indiana ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN APRIL 16, 2004 HI(S HKS INC. (R0nald L. Skaggs) Clarian Health Partners OWNER 1901 North Senate Avenue Indianapolis, IN 46202 (317) 962 2031 IOWNER'S CONSULTANTS Biagi, Chance, Cummins, London, Titzer, Inc. CONSULTING ENGINEERS 601 Main Street Shelbyville, KY 40065 (502) 633 1506 American Consulting, Inc. CIVIL ENGINEER 7260 Shadeland Station Indianapolis, IN 46256-3917 (317) 547 5580 Gene Burton & Associates MEDICAL EQUIPMENT PLANNER 118 Seaboard Lane, Suite 100 Franklin, TN 37067 (615) 376 3100 Kamco Consulting DESIGN CONSULTANT 7229 E. Copeland Rd. Indianapolis, IN 46259 (317) 862 6680 Maregatti Interiors INTERIOR DESIGNER 9365 Counselors Row, Suite 112 Indianapolis, IN 46240 (317) 805 3975 Cini-Little FOOD SERVICE CONSULTANT 13790 North"-',=st 4th Street, Suite 108 Fort Lauderdale, FL 33325-6216 (502) 633 1506 RTM Consultants, Inc. CODE CONSULTANTS 1455 North Pennsylvania Street Indianapolis, IN 46202 (317) 262 8070 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 Pepper Construction CONSTRUCTION MANAGER 1850 West 15th Street Indianapolis, IN 46202-2027 (317) 681 1000 HKS, Inc. (Ronald L. Skaggs) ARCHITECT 1919 McKinney Avenue Dallas, TX 75201-1753 (214) 969 5599 I ARCHITECT'S CONSULTANTS 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 HI~S Clarian Health Methodist.lU .Riley Claria. North Medical Center EXTERIOR ELEVATIONS A5.01 Clarian Health Methodist.lU.Riley Clarian North Medical Center EXTERIOR ELEVATIONS ...... A5.02 CONSTR UCTION PLANS FOR CLARIAN NORTH NORTH IV] DICAL XPANSION 116th STREET & CARMEL, INDIANA C MERIDIAN STREET NTER PROJECT LOCATION TIPTON COUNTY i ,_._r--4~ ~~/ / 122n.__~d STREE~T - - i !,~ :LOCATION~ · ,, HANCOCK COUNTY LOCA TI ON M AP NOT TO SCALE VICINITY MAP NOT TO SCALE PLANS PREPARED FOR: CLARIAN HEALTH 1-65 at 21st. STREET INDIANAPOUS INDIANA PLANS PREPARED BY: AMERICAN CONSULTING, INC. Archit~ct~ 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256-3917 Engineers (317) 547.$5~0 FAX: (317} 543-0270 C~l,e'ighl (c) 196 -20o4 JAMIE POCZ£KAY, P.E. SHEET C0.0 ACE JOB # IN200~-0~33 L PROJECT LOCATION LOCATION MAP NOT TO SCALE Util__iity Companies Andy Kern / Jay W. Nley Clay Twp. Regional Waste District 10701 North College Ave, Suite A IndianaPOlis, IN 46280-1098 Dean Groves Cinergy 1441 South Guilford Road Carmel, IN 46032 Chuck Shupperd/Mary Shultz Indiana Gas Company P.O. Box 1700 Noblesvflle, IN 46060 Jeff Rice SBC Ameritech 5858 North College Avenue Indianapolis, IN 46220 Pam Waggoner Indianapolis Water Company P.O. Box 1220 IndianapOlis, IN 46206 Paul Pace Carmel City Utilities 130 First Avenue SW Carmel, IN 46032 Jeff Farmer Time Warner Cable 3030 Roosevelt Avenue IndianaPOlis, IN 46218 Kate Weese Dept of Engineering One CMc Square Carmel, IN 46032 Kurt Wannlger . Harmlton County surveyo~ ofr~:e One Hamilton Square, Suite 146 Hamilton Co. ,,bdicial Center Nobles~lle, IN 46060 HKS INC, (Ron'ald L Skaggs) Project Number 7867.000 1919 McKInney Avenue Dallas, TX 75201-1753 Clarian Healtehr Clarian North Medical Cent carmel, Indiana North Expansion ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN SUBMITTAL 16 APRIL 2004 122nd STREET C0.0 TITLE SHEET C0.1 INDEX SHEET O1.1 EXISTING TOPOGRAPHY C2.1 OVERALL slrrE PLAN C2.2 SITE PLAN C2.3 SITE PLAN C3.1 OVERALL GRADING / DRAINAGE PLAN C3.2 GRADING / DRAINAGE PLAN C3,3 GRADING / DRAINAGE PLAN C4.1 U'RLITY PLAN C5.1 SITE DETAILS C52 SITE DETNLS C5.3 SITE DETNLS C5.4 SITE DETAILS C6.1 EROSION CONTROL PLAN C6.2 .EROSION CONTROL NOTES AND SPECIFICATIONS C6.3 EROSION CONTROL DETAILS Architectural VICINITY MAP~~t NOT TO SCALE ILLINOIS Landscape NORTH ~==~-'' MERIDIAN STREET KEY MAP{~ ..... EXPAHSiOH ON-SITE LOCATION NOT TO SCALE ~ Lighting SHEET C0.1 FILE ! IN2003-0833'O73'C00'INOEX'ADLS / /o / ? .; \ ./ THE LOCATION5 OF ALL EXISTING UND£ROROUND UTILITIES SHOWN ON TH S H. AN ARE BA~D UPON ABOVE GROUND EV1DENC[ ( b~cluding, but not limited to, monholes, in ets, valve, Grid marks mode upon the ground by others ) AND ARE ,%°[CULATIV[ IN NATURE, THERE kIAY ALSO BE O~IER EXISTINO UNOERC~OUN0 UTILITIES FOR WHICH THERE IS NO ABOVE GRDUND EVIDENCE OR FOR WHICH NO ABOVE OROUNO EVlI~NCE WAS O~S[RV[O. TH[ EXACT LOCATIONS OF SAID EXISTING UNDEROROUNO UTILITIES ~IALL BE VERIFIED 8Y THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUClION. 1 - 800- 582 - 5544 CALl. TOLL ~ - INDIANA UNDERGROUND - ~xi~tinq TODOOrODhV Lec~en~[ · guard past ~ traffic pole sign ~ water me[er I-'- guy wire c~ mailbox ~ water hydrant transformer ~ water valve -~-utility pole ~ water manhole (~)electric manhole I~ gas valve -,-,- post i power pole ~ light pole O' 100' 200' (~ telephone manhole ~ telephone pedestal ~ television pedestal SCALE: 1'=100' ~IENCH INFORMATION HAM 64 11989 ~ ~ 834.557 BRONZE DISK SET IN SW WlNGWALL OF BRIDGE OVER WILLIAMS CREEK. APPROX, 20':t: S, OFt 116th STREET· RAILROAD SPIKE IN WEST SIDE POWER POLE 119105 B, 2,~'~: EAST OF~. SPRING MILL ROAD ANO 250'J: SOUTH ~ 116[h S~EET. ~ ELEV- 853.28 A CHISELED ~' IN N.W. B~T ~ ~AFFIC POLE BASE AT N.W. CORNER 116th S~EET AND U.S. 31. T~H ~31 ELEV ~ 858.80 RAILROAD SPIKE IN S~TH SIDE COMBINATION POLE. W. OF ~UTH BOUND U.S. 51 AND BY ~E S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT· ~ ELEV- 861,10 A CHISELED 'X' IN S.W. B~T FIRE H~RANT F~NGE ON EAST SlOE SPRING MILL ROAD AND 120'~ ~U~ OF MAL~RO COURT. RAI~OAD SPIKE IN ~ST SIDE C~BINATION POLE. 20'~ ~ST OF [ SPRING MILL ROAD AND 500'~ N~TH OFt 115[h S~EET. ADJACENT OWNER TABLE - SPRING LAKE ESTATES LOT ~017-1~-`]5-01-02-05O-0O0 l'~11othy & Tommy Reedy LOT 3117-19-55-01-02-051-000 Randall & Jan MilI~ LOT 5217-1g-35-01-02-032-000 KwoncjSeuk k ~oo~hea Oh _ LOT 1517-1g-,~q-01-02-O`]`]-O00 Kathryn Stelle~ _ LOT 5417-1g-35-01-02-054-000 Lo~nle Nelouse LOT .]5 17-Ig-,15-01-02-035-000 Thc'on k Donne Nesbit LOT ,,~ 17-1g-55-01-02-0`]6'000 RP8 Custom Home~ LOT ,17 17-Ig-.]S-01-02-057-000 Donald O. BoUamille~ LOT .,~ 17-19-.t5-01-02-0`]8-000 Domed O. Bettamilter ~/ ] i "'x. / / ,,---.. x / / / // / / - D.EV. - 855.0 ~ - D_rV. · /,,-'/ / ./ LOT 32 --~.m / I:Lt'V.; ~.~o I ~ / LOT ~ I LOT 2~ ,., /,,.,-,~ / IL, DING 858.50 / ""-'-"Z:.; / /- , ,, , : x" .....(/ x~- ....... r--; x ~,/ ' ' / 'x ." ,'/ / / //"' :' ... ' \,...... .... , ....... / / / / / / .; / / ..,/ / /' x~ ? ./ · ..... ' '"", /' ~ i ','~ / x., x x x ., / .,' ~ l / , i/ x ",... x > .... " ', / ' , .... NORTHLAN'~) REALTY COR~IDRATION x, ...................... ~'/ .-' ' · .' ~ARRANTY DEED '***** " I~R 26.3 PAOE 54~ "., ·~ o / /._-'? /_~ / z .... - . . .......... ........ ........ ~-'~" '""'~ ...... / ........ /~' ........ '~, / / ':....~ .-"~'"-'~ ............ '"'"'x, / ,, ,.. ,,- t- ...... ---- / ....... -..~. - '/"-"; .......... .L. ""~ .... --" / '~\. / / //.-'" / / / / .... , .... ,,\ I '"' ',:/ "~. - CERTIFIED BY SHEET NO. C1.1 IN 2003.0U.t.073.CI LXTP _ PARKING DATA ?_ARKING REOUIRED - CLAR1AN NORTH MEDICAL CEN]T=~ MEDICAL O~'FICE BUILDING - 250 SPACES ! SQ. FT. HOSPITAL - 1 SPACE / BED + 1 SPACE / EMPLOYEE MEDICAL OFFICE BUILDING - 157,285 G.S.F. / 250 HOSPITAL - 205 BEDS + 720 EMPLOYEES REI~dlRED SPACES - $29 + 925 _PARKING REOUIRED - NORTH EXPANSION MEDICAL OFFICE BUILDING - 250 SPACES ! SQ. FT. HOSPITAL - 1 SPACE ! BED + 1 SPACE / EMPLOYEE HOSPITAL- 30 BEDS + 150 EMPLOYEES REQUIRED SPACES - 50 + 150 1,554 SPACES 1BO SPACES TOTAL PARKING REOUIRED 1734 SPACES P_~KING PROVIDED - CLARIAN NORTH MEDICAL CEN]I[R STANOARD 1097 SPACES HANDICAP 35 SPACES ( includes 14 van access~le ) PROVIDED SPACES 1,1..,93 SPACES P~RKING PROVIDED -NORTH EXPANS~ STANDARD 521 SPACES HANDICAP 11 SPACES ( includes .t van accessible ) PROVIDED SPACES 632 SPACES TOTAL PARKING PROVIDED 1765 SPACES GENERAL SITE NOTES 1.ALL WORK TO CONFORM TO STATE AN0 LOCAL REGULATIONS. 2.ALL PARKING STRIPES ARE TO BE 4' PAINTED, (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4.' PAINTED, (BLUE). 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. 'rile CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIF~ THE ENGINEER ENGINEER IMMEDIATELY. 7.PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4' OF TOP SOIL A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USED THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. g.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK tS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN .5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFIM. ED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14.. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ~LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF ¥~'j'FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. SITE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB ANO WALK CONCRETE SIDEWALK ( see Landscape Plan RETAINING WALL HEAVY DUi~ CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT R/W ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT STOP SIGN 24' STOP BAR, WHITe, THERMOPLASTIC ADA RAMP TYPE *RS" ( see Landscape Plon ) ADA RAMP TYPE "RS* ( see Landscape Plan AOA PARKING SIGN (VAN ACCESSIBLE WHERE NOTED) COLORED CONCRETE ( color by Londscape Architect ) PAINTED CROSSWALK ( 6' WIDE ) CONCRETE WHEEL STOPS * 4' SOLID WHITE LINE, 1HERMOPLASTIC 4-' YELLOW CROSS HATCHING, THERMO PLASTIC 4' DOUBLE YELLOW LINE, THERMO PLASTIC O' 100' 200' SCALE: 1"=100' lO' GAS EASEMENT PROPOSED ILLINOIS STREET ( N.I.C. ) 15' EASEMENT 10' GAS EASEMENT .~ U.S. 31 R/W U,S. 31 (SOUTHBOUND LANES) _ _ PROPOSED ILLINOIS SmEET ( NJ.C. EXPANSION 1 ! ! ! ========= ......................... = ....... === ....... -...-~ ============:===== . CERTIFIED BY I REVISIONS SHEET NO. C2.1 II I N2002.0920.073.C2LOVLS P ELEVATION ELEVATION TYP. 4.51~ TYP I ! I i I I i: I ! IO'R 20'R · i.t I I ! I m m m m / / I ~//~ · / / / / / / /- / C~A~U TION !1 lHE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN AR[ BAS[O UPON Al]OrE GROUND EVlOD~E ( induding, but not Fruited lo, monhotes. ~llets. volve~, Grid .... mede upon the ~eum:l by otherl )_AN_O_ ARE SPECULATIVE IN NATURE. IHERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR ~IICH THERE IS NO ABOVE GROUND EVIDENC~ OR FOR ~NHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. l~ EXACT LOCATIONS OF SAID EXISTING UNOERGROUNO UTILlllES SHALL BE VERIFIED BY THE CONI~ACTOR PRIOR TO ANY ANO ALL CONSTRUCTION. 1-800- 382- 5544 CALL TOCL - INDIANA UNDERGROUND - / / KEY MAPle) SCALE: 1'=30' ~ITE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB AND WALK CONCRETE SIDEWALK ( see Londscope Plon ) RETAINING WALL HEAVY OUTY CONCRETE PAVEkIENT HEAVY DUTY ASPHALT PAVID~ENT ~ LIGHT DUTY ASPHALT PAVEMENT STOP SION 24' STOP BAR, WHITE, THERldOPLASTIC ADA RAMP TYPE 'RS' ( ~e L~d~ope Plon ) ADA RAMP TYPE 'RS' ( m ~(~ope Plon ) ADA PARKING SION (VAN ACCESSIBLE WHERE NOTED) { cd~ by ~nc~co~ Architect ) (~) ~CRETE WHEEL StoPS (~) ~' ~ID WHITE UNF. TH~MOPLASTIC (~) 4' YELLOW CROSS HATCHING, THERMO PLASTIC (~ 4° DOUBLE YEM-OW LINE, THERMO PLASTIC NOTE: 1. UNLESS INDICATED OTHERMSE, FACE OF CURB RADII TO BE 5' 2. UNLESS INOICATEO OTHERWISE~ ALL PAVEMENT TO BE LtGHT DUTY PAVEMENT. GENERAL SITE NoTEs 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.ALL PARKING STRIPES ARE TO BI[ 4' PAINTED, (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4' PAINTED, (BLUE). 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF' CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF' BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILOING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHAM- BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. ' 8.ALL EXCAVATED AREAS SHALL BE SEEDEO AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4' OF TOP SOIL A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USEO THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. 9.RESURFACE OR RECONSTRUCT A'[ LEAST TO ORIGINAL CONDITIONS, ALL AREAS CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED OURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT pAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLEO WITH GRANULAR MATERIAL. · 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ~LL SIOEWALKS SHALL COMPLY WITH A.D.A. STANOARDS, MAX. CROSS SLOPE OF Y,;JFT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INOICATED NEW PAVEMENT TO JOIN EXISTING. CERTIFIED BY SHEET NO. C2.2 IN2002.0920.O'/3.C22-C23.SP __ / / / / / i P~OPOSEO SIGNAGE (iSEE SIGNAGE PLANS I 15' I.P.L, EASEMENT I I rl~m I i ! ? L AREA OF EXPANSION-~II ~ O' ,30' 60' SCALE: 4.5'R 4.5'R J-..,--- 15' I.P.L. EASEMENT I 4.5'R 4.5~ 4.5'R 4.5'R I 4.5'R 4.5'R 4.5~ I I 4.5~ 4.5'R 4.5~ 4.5'R 4.5'R /4.5'R / 4.5'R ~ 4.5'R , , 79'· 9C 4.5'R 4.5'R 4.5'R mm mm mm mm mm m m --- mm m m mm mm m m mm m ---- mm mm U.S. 51 R/W m m ~1TE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB AND WALK CONCRETE SIDEWALK ( see Landscope Plofl ) RETAINING WALL HEAVY DUTY CONCRETE PAVEMENT HEAVY. DUTY ASPHALT PAVEMENT ~ LIC, HT DUTY ASPHALT PAV~ENT STOP SIGN 24' STOP BAR, WHITE, THERMOPLASTIC ADA RA~P TYPE 'RS' ( sea Lond~cop~ man ) ADA RAMP TYPE "R6' ( ~ee Landscape Plan ) ( color by Land,cope ArchJlec! ) PAINTED CROSSWALK ( 6' WIDE ) CONCRETE WHEEL STOPS 4' SOLIO WHITE LINE, THERMOPLASTIC 4' YELLOW CROSS HATCHING, THERMO PLASTIC 4' DOUBLE YELLOW LINE:, THERMO PLASTIC NOTE: I. UNLESS INDICATED OTHERWISE, FAC[ Of' CURB RADII TO BE 5' 2. UNLESS INDICATED OTHERWISE, ALL PAVE'WENT TO BE LIGHT DUTY PAVEMENT. ___ THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWH ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENC~ ( I~cluding, but nol limited to, manholes, inleL/, volve~, and marks made upon [he ~'ound by othe~ ) AND AR[ SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNOER(~OUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUNO EVIDENCE OR FOR WHICH NO ABOV~ GROUND EVIDENCE t%IAS GGSERVED. THE EXACT LOCATIONS O~ SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIEO BY THE CONTRACTOR PRIOR TO ANY ANO ALL CONSTRUCTION. 1-800-382-5544 CAM.. ~ FEE[ - INDIANA UNDERGROUND - GENERAL SITE NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.ALL PARKING STRIPES ARE TO BE 4" PAINTED, (WHITE). HANDICAPPF. D ACCESS AISLES SHALL BE 4' PAINTED, (BLUE). 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5.ALL DIV~'NSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ENGINEER IMMEDIATELY. 7.PROVIDE SMOOTH TRANSITIONS FRO~ NEW AREAS TO EXISTING FEATURES AS NECESSARY. B.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEOEO AREAS SHALL HAV~ A MINIMUM OF 4' OF TOP SOIL A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USED THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. g.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONOITIONS, ALL AREAS CONDITION~ ALL AR[AS V~dERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION ~)RK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT 5HALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WI4ERE NEW ASPHALT PAVEMENT 15 INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.O.O.T, STANDARD SPECIFICATIONS RELATIVE TO MATERIAL. MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS Of- ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. &LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF V~/FT. & MAX. SLOPE OF 1:20 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL ARI~AS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. , CERTIFIED BY SHEET NO. C2.3 IN 2002.0920.0'/3.C22-C235P J THE LOCATION5 OF ALL EXISTING UNDERGROUNO UTILITIES SHO~A,~ ON THIS PLAN ARE BASED UPON ABOVE GROU~ EVIDENCE ( ~dudlng. but not limited to, monholes, in ets, volvem, ond marks mode upon Ihe ~roend by others ) ARE SPECULATIVE IN NATURE. ltJERE MAY ALSO BE OTHER EXISTING UNDERGROUNO UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR lffHICH NO ABOVE GROUND EVIDENCE WAS O~S[RVED. THE EXACT LOCATIONS OF SA~ EXISTING UNDERGROUND UTILITIES SHALL BE VERtFIEO 8 TH[ CONTRACTOR PRIOR TO ANY ANO ALL CONSTRUCTION. 1 - 800- .38 2- 5544 · CALl. TOU. FREE - INDIANA UNDERGROUND - _BENCH INFORUATION ~ ELE¥- 854.66~ BRONZE DISK SET IN SW WiNGWALL OF BRIDGE OVER WILLIAMS CREEK, APPROX. 20'+ $. OF[ 116th STREET. ~ ELI_tV- 852~6~ RALLROAD SPIKE IN WEST SlOE POWER POLE j[1_9105 B, 23':!: EAST OF~. SPRING MILL ROAO AND 250':1: SOUTH OF ~. 116th STREET. ~_BM ~3Q ELEV - 855.28 A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLE BASE AT N.W. CORNER 116th STREET AND U.S. 51. ~ ELEV- 858.80 RAILROAD SPIKE IN SOUTH SIDE COMBINATION POLE, Wl OF SOUTH BOUND U.S. 51 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. ~ ELEV- 861.10 A CHISELED 'X' IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120':1:: SOUTH OF MALLARD COURT. ~ ELEV - 859.~1_ RA LROAD SPIKE IN WEST SIDE COMBINATION POLE, 20':1: EAST OF ~. SPRING MILL ROAD AND 600:1: NORTH OF~. 116th STREET. ~ENERAL GRADING NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 7.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE 2.SITE GRADING SHALL NO~ PROCEED UNTIL EROSION CONTROL MEASURES MATERIAL. THE NECESSITY FOR SUBDRAINS ANO/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE HAVE BEEN INSTALLED. DETERMINED AT THE TIME OF CONSTRUCTION. ;3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE F ELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE 8. RESPONSIBLE FOR ALL FIELD OIMENSIONS. iF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 9. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY 10. COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE 11. CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER 12. EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 14. 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. ' SEE APPROPRIATE DETAILS TO 0ETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS, INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. DUE TO SITE cONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. ~ i / ,/ // /" i /1 / ILLINOI o' 1 oo' 2oo' SCALE: 1'=100' EXISTING TOPOGRAPHY LEGF_~ pROPOSED GRADING LEGEND · guord post .~} troffic pole M.E. MATCH EXISTING sign (~ water meter EP EDGE OF PAVEMENT }-- guy wire ~ water hydrantBC BOTTOM OF CURB r~ moilbox I~ water volve I~ tronsformer TC TOP OF CURB ~ utility pole (~ woter monhole ¢~) electric monhole i~ ~os valve ~ CONTOURS -,--- post ~ power pole FLOW L!NE ~ light pole ITl:: ooo.o~L (~)telephone manhole IBC 000.00~ CURB ELEVATIONS ~ telephone pedestal ~ television pedestal ~ SPOT ELEVATIONS ~ EMERGENCY FLOW ROUTE .// o U.S. 31 L CCERTIFIED BY I.xHT[: . I o,/~6/o,,J ""'" ['"':1 ~1 NO. Im2°°~'°833 I SHEET NO. C3.1 OF I N200Z0 920.073.C31.OVLGP A L L / / ,- .................... EXPANSION AREA ............. PROPOSED BUILDING · "'" F,F,E, 858,50 ./ ,,,' ~,~,."~ PR, STORy STR. ~C TOC ,, 856.00 STORM STR. 1102 TOC. 055.52 :==========: STORM TOC 855 ii il ii.- ., .................................. ~.~,' ii ii ii 1" PVC UNOERDRAIN ~ee detail, a~eet C5.2 ) STOR~ i i --... · g.uord post ~ traffic pale guy wire water meter mailbox water hydrant transformer water valve ~ utility pole (~ water manhole (~)electric manhole gas valve ~ power pope "-"post ~ light pole (~) telephone manhole ~ telephone pedestal ~ television pedestal SCALE:' ~'='~0.i id. E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB ~ CONTOURS '"-""'" ' '------ FLOW LINE CUR8 ELEVATIONS ~ SPOT ELEVATIONS ~ EMERGENCY FLOW ROUTE MERIDIAN KEY MA~i BRONZE DISK SET IN SW WINGWALL Of' ~ CREEK APPROX '~n'.,- e ,-,,~, ._ BRIDGE OVER WILLIAMS RAILROAD SPIKE IN ~ST SlOE PO~R P~E'llgl05 B, 25'~ EAST OP~ ~RING MILL ROAD AND 250'~ ~ ~ 116th S~EET. A CHISELED ~' IN N.W. B~T OF ~FIC P~E BASE AT N.W. CORNER ll6th STREET AND'U.S. 31. RAILROAD ~IKE IN ~ SlOE COMBI ......... ~ BOUND U.S. 31 AND BY ~E [E PR~c~ ~E, W. OF SOU~ RESTAURANT. ' ~ ~ ~ .~NER RITZ CHAR~S A ~ISELED ~' IN S.W. ~ FIRE H~RANT F~NGE ON EAST SIDE ~RING MILL ROAD ~O 120~ 5~ ~ MA~RD COURT. RAILROAD ~IKE IN .~ST SIDE C~BINATI~ p~ 20'~ EAST ~ ~ SPRING MILL ROAO AND 6~'* NOR~ OF~ 116th S~EET. ~ Off l~lS d~ bul not I~it~ t~ ~tel~ O. m~h~ ~1. md ~ ~ ~ ~ (he ~ 1 ANn ~ISTI~ ~R ~Y ~O UTILITIES r~ A~ ~HD I ' ~ICH ~1~ w~ o ~ ~ AB~ LL ~ C~S~UCTi~. 1 '800-382-5544 ~L r~ ~E - INDIANA UNDERGROUND _ MATCH LINE ~ STR. 1110 --.. TOG == 854.55 W W W W MATCH LINE STR. i110 STR. ~i07. 852.28 STORM STR. ~1106 TOC= 8~.58 " ,,, 0' 30' 60' SCALE: 1'=50' I .... / i beet C5.2 ) TOC- 85~50 '~ MERIDIAN STREET KEY MAPi~ .... "039.' .. -. :! / ! ! i' : I .. GEN__~ERAL GRADING NOT~ 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.SITE GRADING SHALL NO~ PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD OIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANO AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VER FICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN I~CAVATING S AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSE0 PARKING AREAS WILL BE 'DETERMINED AT THE TIME OF CONSTRUCTION. 8.PROVIDE POS TIVE DRAINAGE WITHOUT PONDING. IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, F ANY, 'BIRD BATH' CONOITIONS. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INOICATED. 11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT ENO OF PIPE END SECTION. 13. DEBRIS GUARD T© BE INSTALLED AT ALL OPEN ENDED INLETS. 14. OUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. EXISTING TOPOGRAPHY LEGEND pROPOSED GRADING LEGEND · guard post .¢~ troffic pole M.E. · MATCH EXISTING sign ~ water meter ~ EDGE OF PAVEMENT I--guYl~ire '~' woter hydront BOTTOM OF CURB nn mol ox I~ '-ttonsformer I~ water volve TC TOP OF CURB ~ uUIj.ty pole ~ woter manhole t~)electric monhole I~1 gos valve CONTOURS -,--post i power pole FLOW LINE ~ light pole itc o0o. o0L {~ telephone rnonhole IBC 000.00~} CURB ELEVATIONS ~ telephone pedestol ~ television pedestal ~ SPOT ELEVATIONS ~ EMERC~. NCY FLOW ROUTE ~UTION ~J 7HE LOCATIONS O~ ALL EXISTING UNDERGROUNO UTILITIES 5H0WN ON ~IIS Pt;AN AI~ BASED UPON ABO~ G~0UflO EVIDENCE ( ~cl~ ~t ~t I~lt~ to, m~h~, ~let~ ~1~ a~ ~ks m~ u~ ~ ~nd by oth~s ) AND ARE ~[~TI~ IN NA~RE, ~[RE MAY AL~ ~ 0~ ~ISTI~ UN~RGR~D UTILITIES F~ ~1~ ~ IS NO A~ ~ND ~l~E OR F~ ~t~ NO A6~ GROUND EVID~ WAS O6~D. ~[ ~T L~S ~ SAIO EXISTING UNdeR'ND UTILITIES ~ALL 9[ ~RIF~ BY ~[ C~T~ PRI~ TO ANY ~D 1-800-382-55~ ~ ~ FREE INDIANA UNDERGROUND - BENCH INFORM ATJON ~ ELEV - 834.667 BRONZE DISK SET IN SW WINOWALL OF BRIDGE OVER WILLIAMS CREEK, APPROX. 20''!' S. OFt 116th STREET. ~ ELEV - 852.54 RALLROAD SPIKE IN WEST SIDE POWER POLE !1_9105 B, 23":1: EAST OF~. SPRING MILL ROAD AND 250':!: SOUTH OF~. 115th STREET. ~ ELEV - 853.28 A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLl[ BASE AT N.W. CORNER 116th STREET AND U.S. 31. ~ ELEV - 858.80 RAILROAD SPIKE IN SOUTH SIOE COMBINATION POLE, W. OF SOUTH BOUND U.S. 31 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. A CHISELED 'X" IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120':1: SOUTH OF MALLARD COURT. ~ - ELEV - 859.81 RAILROAD SPIKE IN WEST SIDE COMBINATION POLE, 20':t: EAST OF [ SPRING MILL ROAD AND 500'~ NORTH OF{[ 115th STREET. ~:ERTIFIED BY SHEET NO. C3.3 OF' IN2002.0920.073.C32'C)3.GP - L-.I tNV=85~ aa (N) TOC= INV - 853. 'IH[ LOCATIONS OF ALL EXISTING, UNDERGROUND UTILITIES SH01~ ON THIS PLAN ARE BASED UPON ABOVE GROUNID EVIDENCE ( i~cluding, but not limited to. m~holeI, inlets, ~,~es, ond morks mode up<m the ground by othera ) AND ARE SPECULATIVE IN NA1LIR£. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH TH[RE IS NO ABOVE GROUND EVIDENCE OR FOR WrlICH NO ABOVE GROUNO EVIOENC[ WAS OBSERN[D. THE EXACT LOCATIONS OF SAIO EXISTING UNDERGROUNO UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FR£[ - INDIANA UNDERGROUND - 1 TOC= r i · ,, rOC- 855.60 // SAN. SAN. INV-852.50 INV=SS2. SO NORTH EXPANSION F.F. ELEV. = 858.50 SAN. INV- 8,~2.50 c.O. INV-852.50 4 ST0ei~ S'm. TOC- 8~.00 LAT. INV-B52.00 STORM 5~. TOC= 855.65 LF. OF PVC ~ ST0~m Sm./sam 5AN. AI.H. C-4 INV=a49.25 1NV=849.45 4' PVC IJ~I~II011AIN ( Ne ~tal. ~t C5.2 ) STO~U s'm. J102 · r0c - 85S.52 S1~. !110 110g 15' I.P.L EASEMENT '%,~%.e.~ s~ sm. !1~ T~ - 855.~ ST01~ S~ ,% ,/ '.TOC- SCALE: 1"=40' PROPOSED UTILITY LEGEND G GAS LINE E ~ ELECTRIC LINE ~ T ~ TELEPHONE LINE " ' W~ WATER LINE ~4 VALVE GENERAL UTILIIY 1.ALL WORK TO CONFORM TO STATE: AND LOCAL REGULATIONS. 2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. .1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANO ARC)UNO EXISTING UTILITY LINES AN0 EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE: OAMAGE. ,5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (iocotlon, size ond depth ) SHALL BE MAOE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUN0 OR OVER EXISTING UTILITIES, THE CONTRACIOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE: OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AN0 OBSERVE DURING CONSTRUCTION. 6.TRENCHES FOR ALL STORM ORAIN LINES SHALL BE BACKFILLE0 COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7;AFTER STRIPPING TOPSOIL MATERIAL. PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO 0ETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUBORAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSE0 PARKING AREAS MLL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8.PROVlOE POSITIVE DRAINAGE WlTI-10UT PON01NG, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AN0 CORRECT, IF' ANY, 'BIR0 BATH' CONOITIONS. g.ALL PROPOSE0 SPOT ELEVATIONS ARE THE FINAL PAVEMENT ANO FINAL GRADE ELEVATIONS. 10. SEE: APPROPRIATE 0ETAILS TO 0ETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATE0. 11. ALL STORM SEWER MATE:RIALS AN0 INSTALLATION SHALL CONFORM TO LOCAL STANOARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. / I I I I I I I I I / I I I I I I I CERTIFIED BY I°^~: I [DRAWN BY:I JCSl ICHK'O BY: I JLPI REVISIONS SHEET NO. C4.1 OF' IN2002.0920.073.C4LUP __ L_ . /-- RAMP ** PAVEMENT / 6'-5' i _ SIDEWALK :.' ;j'.,::..--.,-',; ,... ;,.....; . .. SECTION B-B NOT TO SCALE s'-o" (M~N.) -L SIDEWALK 5'-0" (MIN.) =I 6' CONC. 6' CONC. I~ RAMP ** CURB CURB ~ECTION A-A NOT TO SCALE HANDICAP RAMP TYPE "R6" NOT TO SCALE /-- RAMP PAVEMENT [.. / 6'-6" SECTION B,B NOT TO SCALE SIDEWALK ~.~ ~.~, 5'-0" I' SIDEWALK s' CONC ---4 I..5'-0' ! I--- 6' CONC. CURB ' | I RAMP ,. I | CURB NOT TO SCALE ~OLORED CONCRETE RAMP ( See Londscope Plon ) HANDI, gAP RAMP TYPE "RS" NOT TO SCALE SKY BLUE PAINT W/ SAND MIXED ",IN PAINT FOR NON-SLIP FINISH. BORDER PAINT HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE ! PARt~IN(] II / DCI2CDt/CI~- GREEN- ~LLUM,NAT, NG [~L~,P--'' L~/~ TAPE(LETTERS) IJ~S ~IBLE r !1 / PARKING ~"~~~' ~ 12' 2 lb. S~EL SI~ ~1~' II / ~~ BLUE - ILLUMINATING II ~ II .'1 ~ ~ ~ITE- I~UMINATING ' ~ TAPE(BACKGROUND) SB~ PROVIDE 1' ~OPE AT~ Il II m T~ OF F~TING IF ~ II II ~ .o~ ,. co.c.~TE ~~ . . 1 II II BELOW CONCRETE WALK ~ I~ ' ' VAN ACCESS BLE' TO BE NOTED ""-"~17 I I FOR S~ACES OESI~NA~D FOR ~[~ i=ll~lil~ I1~ ' HANOI~AP PARKING SIGN DETAIL NOT TO SCALE 6" CONCRETE PAVEMENT -- ~- r COMPACTED LIGHT DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 4' CONC. SLAB W/SxSWl.4xW1.4 W.W.F. BROOM FINISH OR PATTERNEO COLORED CONCRETE WHERE SPECIFIED. CONT. JTS. 5'-0° O.C. MAX. TOOLEO CONT. JTS. l/B" \ WIDE. MIN. 1' DEPTH ---~ ~ EXP JO NTS ~3 -- · -'~ ' '" BLDGS.. OR'IMMOVABLE ;'~"~--' ."..;~'-';:-"~.":' :'~"~.. """ '~'~': -""~ OBJECTS. CONTROL ,,NT. ~ ' SPACING MAY VARY. THE ~L~ .... 1 MAX. ^.Y VAR,AT'O"~ E,~"ER~__--~ -- --~, ~.~.~r~,,____,~,,____,,~,,______,~,=,__,~,____,,~~H=,~ ,NO,CA~D OR ,MPLIEO ............ 4' DRAINAGE FILL--'~ / COMPACTED & WELL --~ DRAINED SUBSOIL 4" CONCRETE SIDEWALK DETAIL NOT TO SCALE CONC. SLAB ON '-7 \PREMOLDED F,LLER GRANULAR BAS~/ - h ~1/2' / EXPANSION JT. CONTROL JT. 25'-0' O.C. 5'-0' O.C. F'- 6' CONC, SLAB W/ 6x6 W2.gxW2.9 WWF. ~ FINISH AND COLOR BY LANDSCAPE ARCHITECT. ~ CONTROL JOINTS ~' 5'-0" O.C. MAX. . t /--TOOLED EDGE \ / TYPICAL EXPANSION JOINT-% ~ //~TOP OF PAVEMENT / ~.'(;3 .I COMPAC~D ~BORADE ~ ' ~::~ / j ~-- I.'-~ _ ~ L ~ ~ BOTTOM CONCRETE WALK IN PAVEMENT DETAIL NOT TO SCALE CROWN CAP w/cONc. 1" ABOVE TOP OF PiPE 6', STD. STEEL PIPE ~ co, \ I'.;-.'-.'1 SLOPE CONCRETE 1' ABOVE ---~ I,: '.-I i / l/r..:-:.:l |. 2'-0' NOTE: CONTRACTOR SHALL PROVIDE PiPE BOLLARDS AT 5'-0" O,C. MAXIMUM SPACING AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) BOLLARDS AT EACH OEVICE. 6" STD, STEEL PIPE BOLLARD NOT TO SCALE /-- TACK COAT .x/ .......... ~ PER INDOT SPECIFICATIONS //--/ ......... ~ MOST CURRENT EDITION // -- ' NO llB SURFACE .... ' ' '~5 ~ ~0' ' ' d~ o O~bx~ NO. 2 STONE H~A~ DUTY ASPHA~ couP~c~ To ~Bx pA~UENT ~ECTION · NOT ~O SCALE SLC°~:. , PER,.DOT SPEC,F,CAT,ONS r'r~lMr_ ~u~ % MOST CURRENT EDITION ~* NO. lib ~RFACE =ill=Ill= I= I1~ = I =1 !~ ~ ~t11~1 --m .......... ~11 I~' El IZI! I~I' ~s* CO~PACTEO · LIOHT 0UTY PAYMENT 'CO~,~CTED TO~X~X. - DRY DENSI~ PER AS~ 0-698 NOT TO SCALE !?LEO CON'r,.OL JOINT ._, WIDE MIN. ~/~ DEPTH CONE SLAB W! BROOM FINISH /r- 6x6 W!.4xWl.4xW. W.F. X / !~ "~': -.'-i' "' · .'-:-' ci -'~-.."5-I''.'/J.';. h'~.'~, ~,'- '..',.. '. '.'' ~'.. / .... ~1~_ · ~ .... I1_-,~,-.111- '.~...'..' L-. GRANULAR ' / '--'H "i~'":.' F,LL I 4 R£eAR (CONT.) OP & BOTTOM ' fAPPLY CURING COMPOUND 1 · RADIUS- TOOLED /- ROUND EDGE /- PAVEMENT ., COMBINED CURB & WALK DETAIL NOT TO SCALE M_ONOLITHIC CURB DETAIL NOT TO SCALE Ill "1/ Ii' I I' II I I IX l 11 ! I I IN I!,' I ~1l kI A A 1l ! ~A~~ CURB ~~R~ 0~ B EXPANSION ~IN~ CONTRACTI~ ~INTS ~URB JOINT DETAIL NOT TO SCALE /2-j~3 RE-BAR 5'-8" LONG '~"'~'~PROVIDE ~5 REBARS 1'-6" LONG IN 5/B'e CAST HOLES PRECAST CONCRETE PARKING BARRIER NOT TO SCALE '~: J AWN By:l IX:eNO. REVI ONS ' SHEET NO. C5.1 OF IN 2002.0920.073.C51'C54.0P __1 .,. ... ':';::? ... . ., ... .... .: ... .. ,,. · / . ,.,:2" ~::~-1.: 'i..2.i :. ,. :.i,i{::::: ' ;':.' ·' :'&... . .. .... .. .,... , , , ,. ~. '.~,~o.:. ~ ~, I~ /'~ UNDERDRAIN. ~ECTI~ A~A pLAN VIEW - INLET IN PARKI~ k~ PA~UENT UNDERDRAIN DETA~ NOT TO ~ALE CURB% 4' PERFORATED P.V.C. L. CAP ENO OFP (TYPICAL) 4' PERFORATED P.V.C. UNDERORAIN. SLOPE O 0.5~ MIN. _PLAN VIEW r CURB INLET I GROOVED ENO ON OUTLET ENO TONGUE END ON INLET RIGID D · GROOVE (OR TONGUE) _TO .... BE THE SA' ME A~ ON STANDARD [1:1 RBNFORCEO CONCRET~ roPE A5~ OES~GNATEO C7, CLASS 'A' CONCRETE LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SA. AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. OE.51GNA/IUN Col Il! o~! iA stondm'd apecir~:otions. ) ,~,,~ORc~EN, IN THE ~-PORTION SHA,~.~ TH_~_*_s.~f~,"IEO ~OR REINFORCED CONCRETE, A.S.T,M, DESIGNATION C-I~ OF CONNECTING PIPE. ( os set out i. Itondord speclr~oUons- ) REINFORCEMENT IN THE '~" PORTION SHALL HAVE A CROSS SECTIONAL AREA EOUAL TO THAT OF' ONE LAYER OF' STEEL IN THE 'C' PORTION. THE END OF' THE PIPE CULVERT ,~-IALL lie PLACED IN THE CONCRET_E__END_.SE..C._T_ION SO THAT THE FLOW LINES ARE FLUSH. THE gOINT ~HALL BE COMPLEIELY HLU;U WITH MORTAR. IN .3:1 OR 4:1 F LL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, Pt~ASING TRANSITION APPROXIMATELY 10'-0" N LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAME3ER OF THE PIPE ~,~ALL CONFORM WITH THE _ VARIATIONS IN DIMENSIONS AS PEOVlO~D IN THE SPECIFICATIONS FOR REINFORCED CONCRETE C3JLVERT, STORM DRAIN, AND SE'~/ER PIPE, A.S.T.M. Of'SIGNATION C-7~. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS__U_SE~D,_A.,'P, IP.E, END SEcT~" CO~PA~AeL£ TO TH^~ AS SHO~ FOR METAL ~_ ._C~..~_~.%~.~.~A ~ ACID FURNIS~tED AND ~-IALL BE A~ APPROVED BY THE ENGINEER. t. xt~l-'/iN Al~r.~3 ur OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. CONCRET~ PIPE TOE ANCHORS ~HALL BE REQUIRED ON ALL CONCRETE PIPE END .~CTIONS. SLOPE DETAIL ,_ D,A. ~ / / , . . . I 1/2~ 1 ~/2'R 1' · ~SS 'Ar C~CR~ '~ SECTION Y-Y ~ONCRETE PIPE TOE ANCH~ PRECAST CONCRETE END SECTION . APPROX. I T DIA. (MIN.) A~ C* O" E* K R1 R2 WEIGHT ~2' 2' 5' 4'-3' 6'-2- 2'-0' ~.510 1/8" t~ 800 i5'2 1/4' 7' 4'-0' 6'-3' 2'-6' 1.512 1/2' ' 1100 "~e' 21/2' 11"4'-1' 6'-2' 3'-0" 1.8151/2' 12' 21'2 3/4' 11'$-e' 6'-..~ 3'-6' 2.1 15 1/8" 13' 1500 ~4"Y 12-2'-~' S'-~ 4'-0' Z~'~S 3/iS" 14" 27' .1 1/4' 1.1' 2'-5' : 6'-3' 4'-6' 2.6 18 3/16' 14 1/2' 2100 ~30' 3112' i4' 1~:1; $'-3" 5'-0' 2.9 181/2' 15" 24D0 - 33. 3 314' 15''- ' B'-5' 5'-e' ,.t.1 2.t .1/4' 17 1/2" .100 "~' , 4" 17' j 3'-1' 8'-.1' 6'-0' 3.4 , 24 3/15' 20' 4200 * TOLERANCE ±1' 5' MIN. 6" TOPSOIL ~ y TO ENSURE GRASS GROWTH IF NOT Storm Sewer Structure Data Table II1--11 ............. :~,~ -,.--¢ -,,~T~ ~ure StructureC~sting Pipe ~ ~o~ ~ ~ R .... ks I -- ' ~~~~ ~~11 CURB. ~ER OR ' ~:l '~: A-,~}%~;';~g..~A::;%~;' :~ I1:' IN ~C PUBLIC '~M:~'~:¢;~(:~.~I I'j~' ,~ -' IF:~'~A?~;';'~ ~*;:~ ~,,. )4 ~ PAYMENT: USE )5 [~~ TO Vo ~ PIPE DIAME~R, AND ~ ~[ 'C' IHI :T REGU~R BACKFILL ~ MANH~E ~[ 'H' TO TOP OF TRENCH. Bc- OUTSIDE DIAMETER ALL INITIAL BACKFILL SHALL O-INSIDE DIAMETER BE INSTALLED IN 5" TO 12' d=DEPTH OF BEDDING BALANCED LIFTS. MATERIAL BELOW PIPE A MINIMUM 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEODING MATERIAL BELOW PIPE O d (U~N) ~-27' j SMALLER ,:3 30" TO 60' 4 _ 66" & LARGER 6 REINFORCED CONCRETE PIPE {RCP) BEDDING DETAIL NOT TO SCALE -' '1 ~7 AGGREGATE FOI~ ~j Z UNDERORAINS ///~ 6" GROUP "K" PIPE FOR UNOERDRAINS. ~ PERFORATED PIPE DETAIL -- NOT TO SCALE NOTES: 1. GROUP *K' PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD SPECIFICATIONS SECTION 718. 2.CONTRACTOR MAY USE. AT HIS OPTION, EITHER THE AGGREGATE OR THE FILTER FABRIC OR BOTH. CERTIFIED BY RE~ONS SHEET NO. C5.2 IN 2002.0920.0TJ. CSI'C54.G P - HOLESiZEF 22. I _PLAN VtE~N B' gROSS SECTION NOTES:_ CONCRETE STRENGTH-4§O0 P,S.I. {J 2B DAYS ABSORPTION - NOT TO EXCEED REINFORCEMENT-ASTM A°615'75, GRADE 40 LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN il4" PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE StZES& LOCATIONS. TYPE "A" INLE! -- NOT TO SCALE 56' HOLE SIZE J ' .': I'.' .' PLAN VIEW 6' -T-F- WALLS--FT- '' ~ ~ ~~ CONCRETE STRENGTH=4500 P.S.I. IJ 28 DAYS ABSORPTION - NOT TO EXCEED 9~ REINFORCEMENT-ASTM A-B15-75, GRADE 40 LENG~, WIDe, HEIGHT - NOT TO VARY MORE ~AN ~/~ PER FOOT. REQUIREMENTS - MEETS ~ EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES ~ LOCATIONS. T~ "J" INLET NOT TO SCALE NOTES:_ 1, ~AST-IN-PLACE OR PRECAST INLET SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE I.N.O.O.T. STANDARD SPECIFICATIONS. :2. TYPE "C" INLET IS INTENOEO 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 UNIT, THE PRECAST UNIT 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 TO INLET AGGREGATE TO BE PLACED AROUND INLET ENO OF PIPE ~' MIN. OlA. PIPE TO BE KEPT OPEN FOR ORAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TY__P[ "C" INLET NOT TO SCALE 7/8' LOCKING 12' ~~~. ~ENETRATiON REINFORCED PLASTIC MANHOLE STEP NOT TO SCALE ,/:2" CE.MENT -, ~----]-_ ~ORT*R X I~ !~ ~1a, ~.' ~ ~ ~/2" CEMENT MORTAR ' ' MANHOLE T~E H MANHOLE T~E J,K.L.M.~_ " NOT TO SCALE NO~ TO SCALE MANHOLE MAXIMUM PIPE SIZE MAXIMUM PIPE SIZE TYPE 'O' 'F' RT. ANGLE TO MAINLINE FOR MAINLIN£ . --FI 24" to 36" 30' 36' J 24' to 56' 60' 33" 36' --__ ~K 36' to 48' 72'36' 48' --.__ L 48' to 54' 96'48' 54? __ M 54' to 72' 102' 66' 72' ~ 72' to B4' 108' 72' 84.' __ DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. NOTE: 1. INSTALL O-RING GASKETS BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2' EXTRUDABLE GASKET ( Kent Seal or equal ) 2. INSTALL BUTYL RUBBER BASE EXTERIOR BACKPLASTER MATERIAL ( 1/4' - 1/16' minimum thickness ,') FROM 2' BELOW TOP OF CONE TO CASTING, /' SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING ~e~ei~ GR~ADE 112' CEMENT ---~'-'~-'~ ~ CONCRE'I~. GRADE RINGS (ASTM-C-47B, [, ..... .~-~J~l. ~.,~" 4000 PSI) UTILIZED TO RAISE TO FINISH ~u~ ~ C~ADE, MAX. ALLOWABLE HEIGHT OF RI.SE : - ~, .. ~lb I':1 >J~ J.~ ~ PRECAST CORR. I. ~ 1:.t / REINFmCED C~C. PiPE I':~ ,.,-o- 4' .,., . MANH~E STEPS AT 15' MAX. ON CENTER. ~ [~t (SEE OETAiL) ~ 0 L, ~: ..~.' :- :~ J~ BARS ~ 6" O.C. MANHOLE T~E ( STORU SE~R ) NOT TO SCALE NO~: 1. IHSTALL O-RING GA~ET5 BET~[N ALL RISER ANO CONE SECTI~S, PLUS 1/2' EX~UDABLE GASKET ( Kent Seal or equol ) 2. INSTALL BU~ RUBBER BASE EXTERIOR BACKPLA~TER MATERIAL ( 1/4" - 1/16" min~um thicknes~ ) FROM 2' BELOW TOP CONE TO CASTING. CERTIFIED BY JD^TE: J JbRAW~ BY:I Jc~ ~K'D B~;: J JLPJ [~o~ .o. I,.~°°~-°.~ I REVIS SHEET NO. C5.3 OF' I N 200 2.0920.073.C51-C54.G P -. .. .... .. ... ,. APPROVED /"'; ............. PROPOSED BUILOING F.F.E. 858.50 ,,, ,:' ./ II'llllllll -- · F.F.E. B58..~3 , A,REA O? s~om~ sm. TO(: = 655.37 i A V V : CONTROl' BLANI<~-f ....... U'"'::.-.'> .'-"~'~ ....... .. /---:'ROC..~ DONUT .......... ~' -... .......... ,/\. CONS/TRUCTION LIMITS :,. /' / % TOCKPILE ~11 V I / / , , , ii NTROL im SOIL TYPE B r BROOKSTON $1L~ CrA CROS.Y S,LT LOA~ SOIL TYPE BOUNDARY EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE m m ! m ~. ! I I m CONSTRUCTION LIMIT LINE ROCK DONUT Existina Tooograohv Legend · guard post sign I---guy wire mailbox I~ transformer ~ utility pole (~ electric manhole / power pole ~[ light pole t~ telephone manhole ~ telephone pedestal ~ television pedestal traffic pole water meter water hydrant water valve water manhole gas volv~ post ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY INSPECTOR. SEE SHEET C6.5 FOR EROSION CONTROL DETAILS SEE SHEET C6.2 FOR EROSION CONTROL NOTES &: MAINTENANCE REQUIREMENTS CAUTION !) THE LOCATIONS ~ ALL EXISTING UNDEI~OUNO UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( includ'mg, but not I;mited to, monh~e=, v~twl, ~d mm'ks mede upon the ground by Oth~'l ARE .%~CULATIV~ IN NATURE. '1~£ MAY ALSO BE 01HE EXISTING UNI~RGROUNO UTILITIES FOR WHICH TH[R[IS S NO ABOVE GROUND EVIOENCE OR FOR WHICH NO ABO~ EVIDENCE WAS OBSEI~D. 1HE EXACT LOCATIONS O~ EXISTING UNDERGEOUNO UTILITIES SHALL BE VE'RIFIED BY THE CONTEACTOR PRIOR TO ANY ANO ALL CONSTEUCTION. 1-800-382-5544 CALL lOLL - INDIANA UNDERGROUND - CERTIFIED BY REVISIONS SHEET NO. C6.1 IN2002.0920.073.C61.ECP 300 275 250 22.5 200 SLOPE 175 LENGTH 150 FT.125 loo 75 25 A X / X X 1~ STAPLES PER SO. YD. STAPLE PER SQ. YD. GENERAL STAPLE RrCOMMENDATIONS B c B c C -------- B C A - A B B , 4:1 .1:1 2:1 1:1 CHANNEL LINING SLOPE GRADIENT c x x x X x x - 2~STAPLES PER SQ. ~ ADDITIONAL STAPLES AS REQUIRED~ CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROdECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN OREEI~_I_ EROSION cONTROL. BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERACE RAINFALL AT SLOPE LEHGTHS GREATER THAN ..300 FEET OR 9frlERE DRAINAGE O~:R LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE: UTILIZED. E_ROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE EROSION CONIROL BLANKET (SURFACE APPLIED) INSTALLATION REOUIREMENTLS 1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL E~NKET TO FIT THE: SITE CONDITIONS (e.g., SLOPE, CHANNEL FLOW 2. INSTALL ANY PRACTICES NEEDED TO CONTROL EROSION AND RUNO~, SUCH AS ~PORARY OR PERMANENT DIVERSION, SEDIMENT BASIN OR TRAP, SILT FENCE, AND STRAW BALE DAM. 3. GRADE THE SITE AS SPECIFIED IN THE CONSTRUCTION PLAN. . ADD TOPSOIL WHERE APPROPRIATE. · PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED). AND SEED THE AREA IMMEDIATELY AFTER GRADING. CONTINUOUS CONTACT wI1H THE SQIL ANO 1HA1 IHL UP~.U~L U~ 8. ANCHOR TH[ BLANKE~ AS SPECIFIED BY IH[ MANUr^L, IUKCA.._~.~_~_.~._~ r INTO THE GROUND IN A PATTERN DETERMINED BY THE SITE [RO$10N CONTROL BLANKET (~JRFACE APPLIED) MAINTENANCE REOUIREI~ ~. DURinG VEGETATIVE EST~,S~ENT ,a'ECT AFTER STOP, EVE, TS F~?. ~_~. B.~O~WSQ~[ BUCKET. 2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET CD~Fr. RINU RE-SEED THE AREA, AND RE'LAY ANO STAPLE THE BLANKET. 3. AFTER V[OETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIOOICALLY. ~r~L~)'l~ lalrr:ol~ GREATER THAN 3' AN /-,- NORTH AMERICAN CREEN S1RAW/C~T_ ~.n~'r'm~ud-~-~' OF SOIL MUST BE / FIBER SEEDED EROSION CON'I~OL BLANKE[- FOR 5EEO. / ................ 6" ~ . !'-0' . , . VARIES (0',1',2' OR 4') / ,. _1'-0~ .._. -'] [----I (SEC PLAN) / I Il ,o ~'.~ \ ~~/~'/FT.~ /------~/~U ~,l~ / Z-0' . BA~IKS TO BE e.,.cF~[D & MLM_O4ED PER THE SEASONAL SOIL PROTECTION CHART A. APPROXIMATE S~£UiNO OATES FOR INOIANA _I~'PI~AL GRASSED WATERWAY SECTION NOT TO SCALE SAND BADS 1. SAHOBAGS, OF EITHER BURLAP OR WO~q[ (~:OTEXTILE FABRIC, ARE rI~LLE~0 WITH GRAVEL, LAYERED AND PACKED TIGHll. 2. BAGS SHALL BE LAYERED 2 OR ,,t HIOH .I. LEAVE ONE SANDBAG GAP IN THE TO~ ROW TO PROVIOE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT IS INSTALLED. PRIOR TO PAVEMENT INSTALLATION, STRAW SAtlr PROTECTION TO BE USED. ,5. SANDBAG5 SHALL BE PLACED AND MAINTAINED AROUND NFVA.Y CONSTRUCTED 0RAINAGE~_5_.~_ C_~T~._R.E_S ..... TO PREVENT SILT AND 0~:BRIS FROM ENT~qlNG UU'WN:~ II<r..q~l DRAINAGE FACILITIES OURING ALL CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL sITE W~RK IS COMPLETED. DRAINAGE STR U C TU-I?uC'-, SEDIMENTATION CON TRuL NOT TO SCALE S~ANDBAG INLET SEDIMENT BARRIER INSTALLATION REOUIREMENTS 1. FILL BAGS APPROXIMATELY HALF FULL WITH SAND OR FINE GRAVEL _ _ 2. UPSLOPE FROM THE CURB INLET, LAY THE BAGS TIGHILY ENO TO END IN A ROW CURVINC FROM THE CURB AN0 AWAY FROM THE INLET. ,t. OVERLAP THE BARRIER ONTO THE CURB, ANO EX/ENO IT A MINIML/~ OF THREE ft. INTO THE STREET TO INTERCEPT THE RUNOFF. A 4. IF USING MORE THAN ONE ROW, OVt'RLAP THE BAGS WiTH TH[ ROW BENEATH, ANO U"AYE ONE-BAG GAP IN THE MIO01.[ OF TH[ TOP ROW TO SF..RV[ AS A SPILLWAY. THE 5, FOR ADOlllONAL STORAGE CAPACITY, CONSTRUCT A SERIES OF SANOBAG BARRIERS ALONO CURB SO EACH ON[ TRAPS SMALL AMOUNTS OF SEDIMENT. SANDBAG INLET SEDIMENT BARRIER MAINTENANCE REOUIREMENTS 1. INSPECT FREOU£N1LY FOR DAMAGE EY VEHICULAR TRAFFIC ANO REPAIR IF NECESSARY. , INSPECT AFIER EACH STORM EVENT. REMOVE SEDIMENT WITHOUT FLUSHING WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 41 DEPOSIT R£blOVED SEOIMENT WHIRR[ IT WILL NOT ENTER STORM DRAINS. ~- 5TONAL 5EWER PIPE: n. ow ~ TOP OF bANK /RAINTE~ANCE: IN~PECT THE ~TRUCTURE AFTER EACH *,TOUR EVENT, RE/~NG ~EDI/~T AND/l~lN(t NEEDED RE)AIRS IAV~IATELY. M'IDI 1HE ¢ON~IbUTIN6 DRAINABE AI~.A HAS bEEN STABILIZES, RE/N~R[ AND Mt, OPEILY DISPOSE OF ANY UNSTA_N._E ~I~NT AND C0N~TI~UCTION/M~TERIAL, AND lEE-STAbILIZe. DONUT DETAIL NOT TO SCALE r- NON WOVEN ,.. SPACE POSTS PER GEOTEXT LE .... / ' [ .ANU~AC~U.ER · POSTS SHALL HAVE A MINIMUM LENGTH OF ~HALL BE WOO0, STEEL. OR ~YNTHETIC, AND ~H_ALL BE OF SUFFICIENT STRENGTH TO RESIST OURmO INSTALLATION ANO TO SUPPORT APPLIED , ~ LOAOS. CONSISTING OF STRONG, ROT RESISTANT, c~_J~yi~,. ULTRAVIOLET AND H~AT ExPOSUN£. WIRE TO ~' BELOW ~1 I----I I I=- SURFACE -- SILT F'[N~E CONSTRUCTION_ - ' NOT TO SCALE ~;ILT FENCE INSTALLATION R~ SITE PREPARATION ' 1. PLAN FOR THE FENCE TO BE AT LEAST 10 fl. FROM THE TOE Of' THE SLOPE TO PROVIDE A SEDIMENT STORAGE ARFA. 2. PROVIDE ACCESS TO THE AREA IF ~DIMENT CLEANOUT WILL BE N[EDEO. ~UTLE! CONSTRUCTION ¢OPTIONAL) THE FENCE IS DESIONED TO RETAIN ALL RUNOFF FROM A 2 YEA~ F~I:UUt. Nt;1, z.~ nl~ uu,~A · 2. SET THE OUTLET ELEVATION S~ 1H.~1' WATER DEPTH CANNOT EXCE[B IX22g Et. AT THE LOWEST POINT ALONG THE FENCE LINE 4. EXCAVAIE THE FOUNDATION FOR 1H~ GU ~LL/ :~'L.A~'~ r~u ~u m,,i,m~,,,.~ · THAN I~zft. ANYWHERE ELSE ALONG THE FENCE.) 5. FILL TH[ EXCAVATED FOUNDATION WITH INDOT CA NO. 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE BLENDS WITH THE SURROUNDING AREA, ALLOWING NO OVERFILL. 6. STABILIZE THE AREA AROUND ~ IqAD. ['t:N CE CONSTRUCTJON ~. ^LO.~ THE ENTI. E ,.~.~ ~ ~,E. D,G AN B i.. DEEP ~T-BO~ED O. V-SHA~O£~S~".: ,,TO THE 2. ON THE 0OWNSIDE SLOi~: OF TH[ TRENCH, DRBA~: THE WOO0 OR STEEL SUPPORT POSTS AT LEAS1 It. GROUND (THE DE[PER THE BElq-t.J~), SPACING THEM "0 MORE THAN 8 fL APAR_T~I.F__TH_E_AFCiEiNCNG[. IlSF SUPPORTED BY WIRE OR $ IL IF EXTRA-STRENGTH FABRIC IS USED WITHOUT SUPPORT WIRE. AO~JS) b~'At; , NECESSARY, TO ENSURE '[HAT POSTS ARE SET AT 1¥E LOW POINTS ALONF TI'E: FENCE: LINE. (~U~..L IF THE FENCE: HAS pRE-ATTACHED POSTS OR STAKE~, DRfl'~: THEM OE~P ENOUCH SO THE FABRIC IS SATISFACTORILY IN TH[ TRENCH AS DESCRIBED IN STEP 6). 3. FASTEN SUPPORT WIRE FENCE (IF 111E MANUFACTUER RECOMM£NOS ITS USE) TO THE UPSLOPE SIDE OF TH[ POSTS, EXIENOING IT S in. INTO THE 4. RUN A CONTINUOUS LENGTH OF DEO?EXTILE FABRIC IN FRONT (_U.._P~._OPE) OF' THE SUPPORT WIRE AND POSTS, A~K)IDING JOINTS, PARTICUt. ARLY &T LOW POINTS IN THE FENCE UNL. 5. IF A JOINT IS NECESSARY, NAIL ~ OVERLAP TO THE NEAREST POST WITH LATH. $. PLACE THE BOTTOM 1 fl. OF FABRIC iN THE B ~,. DEEP TRENCH, EXTENDING THE REMAING 4 in. TOWARD TH[ UPSLOPE SIDE. 7. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL ~ IF USING A pRE-PACXED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. ~LT FENCE MAINTENANCE REOLIIREMEN[TS 1. INSPE:CT THE SILT F~ PERIO01CALLY AND AFTER EACH S_T?_M .?_E~...T.~_Tr ~ REPLACE THE AFFECTED 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAT PORTION IMMEDIATELY. ,t. REMO~ DEPOSITEO S[01MENT iIP~G~T. REACHES HALF THE HEIGHT OF THE FENCE: AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BUL · 4. TAKE CARE TO AVOID UNO~ININ(J; ~ FENCE DURING CLEAN _(~J_ T_._ _._ __ FENCE AND SE01MENT 5, AFTER THE CONTRIBUTING DRAINAGE: AREA HAS BEY. N STABILIZED REMOlrr. irt. DEPOSITS, BRING THE OISTURBED AREA TO GRADE, AND STABILIZE. PLAN ~ EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN p~ NO OVERFALL STOR~ ~ - OUTLET PROTECTION OETAIJ. -- NOT TO SC. AL[ 1. FOUNOATION SHALL me GEOTEXTILE FA_BRIC_F .OR..S_T_AB.I.U.Z.A.TI..O.N. III~OTHICK WELL-GRADED FILTRATION OR GRAVEL FlllLR LA11:N Am u~,,~m · · 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WF_ATHER-RESIST.N~._T~LPR..A.P.._.ST..O~._E,AT A THICKNE~ OF 12 IN. MINIMUM OR TWO TIMES TH[ STON~ DIAML1U(, IS GREATER. ,1. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW THE RECEIVING STREAI,L (RIPRAP SHOULO NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL). ~IPRAP MAINll[NANCE REQUIREMFL~ 1. INSPECT PERIOOICALLY FOR OISPLACED ROCK MATERIAl. 5UUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNS.[AU OR OOWNSLOPE. . C~R5 A5 D~IN ~ - bAC~I~ NO~5: ~IL AND ~T C~5 ~ P~CE ~ __.. ~1~ ~D~ TI~H~ ~IN~ a~ ~C~LL HEIGHT ) ~ST ~ ~LL ~LOW ~E 6R~ND EL~A~ D~E TO ~T ~O~ 6~A~IN& ~E INLET. ~CAVATI~ A ~IN AD~C~T TO ~E A ~RY DIKE ~ ~E ~E 5~UC~ ~Y ~ 5~W bALE INLET PROTECT~ NOT TO S~AW BALE IN~T PRO~CTI~ INSTALLATION RETIREMENT5 DIKE (~PAC~O TO 6 ~. HI.ER ~N ~[ T~ ~ ~E U~i ~u~mu ,-c ~,~ ~OTECTION IN ~Ti~ ~TH AN ~CAVA~O OR~ ~LET Z [XCAVA~ A TR~ AT ~T 4 ~. DEEP AND A mk~ ~O~ AR~D ~_~ .... ~[ 51~S. RATHER ~N 3. P~ ~E ~S ~NG~WI~ IN ~ ~E~ ~ ~E BINOIN~ T~ AN0 ~, TO MINIMI~ D~I~ATI~ ~ ~[ 81NDI~ 8A~ UNTIL N~Y ~U~ WI~ ~[ T~. ~1~ ~[ FIRST STAKE AT AN ~ T~D5 ~ PR~Y ~ID B~[ TO F~ ~[ BA~S T~R. 6.CH~K (Le., T~Y ~[) STRAW INTO ANY GAPS 6[~[N BALES TO P~T ~DIM~T-~EN WA~R ~ ~OWI~ DIR[C~Y INTO ~E I~ET. 7. BA~Ft~ ~D ~ACT ~E ~CAVA~0 ~IL 4 h. HI~ A~INST S~AW BA~ IN~T PRO~CTI~ MAINTEN~C~ 2. R[MO~ 5[DIM~T ~ ~E ~ AREA TO IN.KC A~AlC Aum ............ T~I~ C~ ~T TO DAM~ ~ ~T ~[ ~S. - .......... BA' 5. ~N ~[ ~TRIBUTI~ ~AINA~ AREA HAS BEEN STA~[~IEO=~ TO ~[ EL[VkTI~ UA[RI[~. ~D [DlUENT ~D DI~ ~ ~ERLY. i A I I ~)TAhlLIZATION JAN. PEEl. .~AR. AP& i AU&. ~..PT. OCT. ~OV. D~:. P~cncE ~T ~: ~ ~ ~ III, ~1/~1/~ MIl · ~ ~1~ DWT b~ ~ b- ~ ~ ~y ~ C ~ ~- ~ ~, (l/l~fl '/I ~IN6 i~ ~ ~ U/1/I, ti/Ill/Ill · - , ~ _ ~LCHIN6 6 ~ m ' i TONS ~YR,~W/AULCH/ACRK. OR ADD ANHUAC R~U3= zu ~=./a ~ K~T ~5S 1~0 LbS./AC~; C~lNa ~ ~5CUE leo ~5./AC~: T~ S~W ~LCH/ACR[ OR ~D ~HUAL R~SS 50 OA~ ~ buSH~S/AC~ AN~ ~55 ~ ~5./AC~ ( t ~/1~0 5~ ~. ) ~CCH 2 TONb/AC~ IUI6iT~ N~P~ pU~I~G ~ ~LT, ~U~UIT ~NO/~ IUI~TI~ N[O~ POI 2 TO ~ ~5 A~I ~PPL~H~ 5~ CERTIFIED BY m i . II:)RA~ BY:I dcsJ REV10NS SHEET NO. C6.2 OF I N 2002.0920.073.C62-C63.ECD - F SITE NAME The oreo scheduled for construction is known os 'Clarion North Medical Center - North Expansion" (hereinafter referred to os the "Project'). PROJECT LOCATION ' t th Clarion North Medical Center located north of 116th Street, west of Thls project is on expansion o · ' Ch I C I I d'Th' . . . t f th d Itl' ' Street and south of the Ritz or es in arms, n lena. ,s U S 31 sos o e propose inols t t' d i et o Iotltude of expansion is to the north of the medical center currently under cons ruc ion an s 39.96Oo N and o longitude of 86.1595o W. OWNER'S INFORMATION Nome: Clarion Health Partners Address: 1901 North Senate Avenue, Indionepolis, IN 4.6202 Representotive: David Paoli Title: Focillt[es MonocJer Telephone: 317-962-2031 Facsimile: 317-962-3182 OPERATOR'S INFORMATION Nome: Jacobs Facilities Address: 100 West i16th Street, Suite B Carmel, Indiana 46032 Representotlve: Richard Couturier Title: Project Manager Telephone: 317-710-5766 Focsim~e: 600-305-6676 NOTICE OF INTENT All parties defined os owners or operators must submit e Notice of Intent (Nail et least 4B hours prior to commencement of on-site construction octivltles. Submittal of lets NOl's is not prohibited; however, outhorlzotion 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, on operator is defined os any party meeting either of the following requiremen ts: o) The party hoe operational control over construction plans end specifications, inclu.ding the ability to make modificoUons to those plans and specifications. b) The art has day-to-day operational control of those octi.vitle.s ot..o pr.o. ject lb..at ore ne?ssary to ensuPre coYmplionce with a stormwoter pollution prevention plan Tar the s~te or Other permit conditions· A2 11' x 17' PLAT This drowlng is attached os Exhibit I. A3 PROJECT NARRATIVE The development includes the construction of an odd~tlon to the Clarion North Meo';col Center currently under construction and supporting focillties and infrastructure, not limited to the following ectivitles: removal and stockpiling of topsoil and installation of sanitary sewers latera s, water laterals, fire protection systems, storm sewers, and other utilities. The site shall hove an additional pa~ing oreo and be ondecoped. e roino e OhS or e si · thc u e e s arm sewer es' ne or cony? once o . .- ear flood t~hatd~onn~tsP~o ,h~ C~ion ~ort~ ~edlco~ Center sy,tdeeSm? ~isf exp .... ~Y~ was ;fnltiOc~;oYted and mosterplonned into the mediool center system· For the purpose of this storm water pollution prevention plan, the oreo defined on Exhibit 1, referred [o as the 'expansion oreo', is the portion of the construction site for which this SWPPP applies. This oreo has been defined os the oreo of new dlsturbonce beyond that previously approved by the local SWCD office. A4 VICINITY MAP A copy of the vicinity mop is attached os Exhibit 2. A5 LEGAL DESCRIPTION OF PROJECT SITE The following description contolns the oreo defined by 116th Street, Illinois Street, US 31 and the north property line. The oreo for which this SWPPP opplles is defined in Exhibit I. LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there ore no indlviduol lots on the property. The overall slte plan, Sheet C2.1, shows the proposed slte improvements. HYDROLOGIC UNIT CODE (HUe) 0.5120201090040 The nome of this HUC is White River - Carmel Creek· STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwoter drolnoge from the site will be conveyed by e storm sewer to a detention pond Iaea'ted I th t k:l f th site This pond connects to the pond along the south end of the o one .e WT~S~ s orate ~utlet'pipe for th .... th detent ...... d will di ..... ge into the U.S:. 5,.1 .p,r~o~p~er~i?~,~,~ e~nC~;~t~ oh culvert under th .... d, to the Zeller pond and ..... c.t ~,,cj~,,.~,~-T,, -T~' CI ro.u~ i~e will become the most upstream limit of the W.R. Ferdg uroin. .~r,l~ ~rmn. e aria s ' O This regulated drain is to be known as the Clarion Arm to the W.R. Ferbg rain. AIO LOCATION ANO NAME OF ALL WETLANDS, LAKES, ANO WATERCOURSES ON AND ADJACENT TO THE SITE No wetlands hove been identified on this portion of the site or downstream of the project that may be impacted by stormwoter discharges as a result of the proposed construction activities. AI~ IDENTIFICATION OF ALL RECEIVING WATERS This project oreo is the most upstream portion of the W.R. Fertig regulated droln. A12 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER There ore no locations on site where surface water may be discharged into ground water. A13 IOO-YEAR FLOOOPLAINS, FLOODWAYS, AND FLOOOWAY FRINGES The site does not Ils within any floodplain, floodway, or IIoodwoy fringe. The information was obtolned from Flood Insurance ROte Map Panel 1BO§TCO208F effective dote February lg, 2005 for Hamilton County, Indiana. A14PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK 01SCHARGE The discharges noted below are for the master planned drainage oreo, whioh includes the expanded contruction area. Pre-construcUon lO-year discharge: 13.10 cfs Post-construction lO-year discharge: 11.06 cfs A15 ADJACENT LAND USE .' Upstream watershed: This property ls the most upstream land in the watershed. North: Commercial - Ritz Charles East: Office - U.S. 31 South: Office - 116th Street ~/est: Agriculture - Proposed Illinois Street Al6 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS The project site is approximately 107 acres of whioh 5.02 acres will be disturbed by construction activities for the expansion. Refer to plan sheet C6.1 for the construction limits. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER The southern portion of [he site is currently under construction. The northern portion of the site is ogrlculturol follow. Al8 SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is attached os Exh~lt 3. This exhibit includes a copy of the soil map, descriptions of the soils, and Table 8 describing the general engineering properties of these soils. This site has Crosby and Brookston soils. Br - Brookston silty cloy loam. This nearly level, deep, very poorly drained soil iS in broad depressions, swales, and narrow droinageways on till plains. It is ponded by runoff from higher adjacent areas. The mapped areas ore mostly oval shaped or f'mgerlike and range from 3 to 250 acres in size. The main soil features that adversely affect engineering uses of this soil are ssosonol high water table, high potential frost action, moderate shrink-swell potential, and moderate permeability. This sell has severe limitotions for building sites. The sites need to be ortificlotly drained and prelected from flooding. Dwellings and small buildings with basements should not be constructed on this soil. Using properly designed foundations and footings helps to prevent structural damage from frost action and shrinking and swelling of the soil. This sot has severe limitations for local roads and streets because of a seasonal high water table d h' h p t t' I frost action Instollotio~ of drainage ditches along roods helps to lower the an ~g o en la · ' Th b t ' I f d d t t water tab · and prevent damage from frost actions. · ese mo erie or roe s on s res s should be replaced or strengthened with suitab e material. CrA - Crosby silt loom· Crosby soils consist of deep, somewhat poorly drained, slowly permeable so~ls on glacial till plains. These soils formed in less than 20 inches of loess and in the underlying, loomy gloclol till. Slopes range from 0 to 3 percent. This soil type has some limitations relative to site development projects. The site needs to be artificially drained to prevent wetness from being o problem· The main soil features that adversely affect the engineering uses of this soil ore a seasonal high water table, moderate shrink-swell potential, high potential frost action and slow permeabillty. Underdrains will be provided at the storm inlet structures to control concerns relative to wetness and to lower the water table locally. Addltionolly, the foundations of the building will be designed by the structural en9ineer to accommodate the actual bearing capacity of the soil. The onsite soil will be treated as recommended by the g .ectechnicol engineer if the conditions ore unsultoble for o pavement system. Remedial treatments may include, but ore not limited to, removal of unsuitable soil and backfilling with engineered material, installation of o geofobric or geogrid within or under the pavement system, or treatment of the subgrode with lime. A19 LOCATIONS, SIZE, AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheets C3.2 end C3.3 Size of storm sewers: CS.2 Oetolis of storm inlets and manholes: C5.2 and CS.3 A20 PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT There ore no plans for any off-site construction activities. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES ANO/OR BORROW/OISPOSAL AREAS A22 EXISTING SITE TOPOGRAPHY Refer to Sheet C1.1. A23 PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheets C3.2 and B1DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas ] . Construction waste material · Fuel storage areas and fueling stations 4. Exposed soils · 5. Leaking vehicles and equipment' 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust · Son tracking off site from construc[ion...~quipment The following construction materials will be'staged or stored on site at various points during development of the north expansion. 1. Structural fill 2. Rood bose 3. Plastic drainage pipe 4. Water main pipe and appurtenances .5. Concrete drainage pipe . Concrete culverts · Precast concrete manholes B. Rock rip-rap B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LANe-DISTURBING ACTIVITIES 1. Utilize construction entrance and truck washout oreo installed os port of orlginol construction. . Install perimeter controls around expansion area . Utilize sediment basins, diversion swales, diversion boris, and riser pipe approved for orlginol construction 4. Continue site clearing 5. Begin mass earthwork operations 6. Utilize staging areas, material storage areas, and fueling stations from original project . Continue site excavating, backfilling' and grading activities · Temporary seed disturbed areas if to be undisturbed for more than 15 days 9. Begin trenching for storm sewers and other utilities 10. Install inlet protection measures 11. Stone parking lots or temporary seed 12. Complete concrete/asphalt paving 13. F~nol grade and seed B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS A stable construction entrance and truck washout oreo is currently being used for the medical center construction. This erosion control measure will remain in place for the expansion project. It is located on the southwest side of the site· B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydr.oseeding. Erosion con. frei_blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). The locations where this condition w~l exist ore at the edge of po,~ areas or on the sides of oYoinoge swales. The paved parking areas will not drain oil onto the sloped ground; the porklng lot drainage is collected by an Internal storm sewer system. The slope lengths ore not greater than 20 feet. The height of the sloped Dross is generally less than seven feet. Because lengths and heights of the slopes are small erosion control blankets w#l be utilized. Silt fences will be installed at the toe of slopes where sediment may be washed from the site. Refer to Sheets C6.1 and C6.2 for deJ~oiis. BSSEOIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS A temporary diversion berm will be installed along the eastern property limits. Straw bales and silt fences will not be allowed as concentrated flow protection measures. B6STORM SEWER INLET PROTECTION MEASURE LOCATIONS ANO SPECIFICATIONS The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C4.1 for locations and refer to Sheet C4.2 for details. Manufactured products such as Dandy Bag products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. Sand bag~ have been proposed as the primary measure for inlet protection. Straw bales will not be allowed os 'inlet protection measures. B7RUNOFF CONTROL MEASURES Runoff will be controlled by either the temporary topsoil berm at the eastern property line or through the detention system at the western property limits. Refer to Sheets C4.1 and C4.2. B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS Rip rap will be installed at the storm sewer outlet into the pond· Bg GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized os grode-stab;llzo[ion structures. Refer to sheets C4.1 and C4.2. B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Stormwoter detention ponds ore included in this project in conformance with Hamilton County standards. The detention ponds will provide a sediment removal function in addition to the primary function.of controlling peak discharges from the site. Good housekeeping measures will also be utilized at the site. BllTEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON . Refer to Sheet C4.2, within the Seasonal Soil Protection Chart. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS Refer to Sheet C4.2, within the Seasonal Soil Protection Chart. B13 MATERIAL HANOLINC 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 octivlty, must be collected Jn containers or closed dumpsters. The collection containers must be emptied periodlcolly and the collected moterlal hauled to o landfill permitted by the State and/or appropriate local municipollty 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 ~l~enever possible, minimize the use of hazardous moteriols end generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local recjulotions or by the manufacturer. Use containment boris 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 0n-site location of the facility· Dust Control/Off-Site Vehicle Tracking · During construction, water trucks should be used, os 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 o rock pod or · uJvalent device The purpose of the rock pad is to minimize the amount of soil and mud that is t?;cked onto exi;ting streets. If sediment escapes .th. ..... frucUo.n..s!te: off-_s!t ....... leu .... ' sediment must be removed at o frequency sufficient [o minimize.onslte 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 focilltles ore 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 mointaln 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 Areas Equipment fu. eting, molnt ......... d cleaning should only b .... pleted in protected ..... ~e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should toke place within on.oreo surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealoble, 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 focillties. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should hove a Hazardous Materials Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A f .......... pervisor should be designated in w~iti~ntgc to averTS, e;l~Onr_C;, a;~dlnstruc~h construction workers on proper hazardous materia s s ora9e on on in9 rec. ures., e .... location of any hazardous material storage areas should be indicated on the stormwoter pollution prevention plan by the operator following on-site location of the storage areas. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE InspectiOn Schedule/Reporting AJI impacted areas, as well as all erosion'ond sediment control devices, will be Inspected every seven (7) calendar days and within 2.4 hours after a rainfall of 0.5 inch or greater· Where sites hove been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions'(e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month· Inspections shall be conducted and a written report prepared, by o designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, nome(s) and qualifications of personnel making the inspection, the dote of the inspection, observations relotlng to the ;mplementatlon of the SWPPP, and any actions taken os a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local So~ and Water Conservation District. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment frocking. Each contractor and subconfroctor shall be responsible f~ maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections Inspectors must eveluate areas used for storage of materials that ore exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project ore considered to be part of the project and must be included In the erosion control plans and the site inspection reports· Sell Stabilization Inspections Seeded areas w~l be inspected to confirm that o healthy stend of vegetation is maintained. The site has achieved final stobilizotidn once all areas ore covered with pavement or have a stand of vegetation with at least 70~ of the background vegetation density. The density of 70~ or greater must be maintained' to be considered os stabilized. The operator or their representative will water, fertilize, and reseed disturbed orecs os needed to ochleve this goal. Erosion and Sediment Control Inspections Alt controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. 2. Inlet Protection: Sedlmsnt should be removed when it reaches approxlmatsly one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by §0~. 3. Diversion Swales: Cleon debris or other obstructions os needed. Damage from storms or normal construction octlvitles (i.e., tire ruts) shall be repaired immediately. 4. Mulching: Inspect for thin or~bore spots caused by natural decomposition or weather-related events. Mulch in high traffic area should bs replaced on a regular basle to maintain uniform pro tecUon. 5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that ore protected from erosion. 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions ore not dimlnishiog the effectiveness of the structures. Sediment ~holl be removed and the bosln shall be re~orded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20~ of its or~inal storage capacity. The removed sediment shall be stockpiled or redistributed in orees that ere protected from erosion. 7. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. g. Straw Bales: Replace straw boles that show signs of deterioration. 10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish o watering and fertilizing schedule. 11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming o pollutant source for stormwoter discherges through screening of out foils and daily pickup of I~tter. In the event thet sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose o safety hazard to users of public streets. Modifications/Revisions [o SWPFP Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if o control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on o Record of Revisions within seven calendar days of the inspection. It ;s the responslb;llty of the operator to molntoln effective pollutant discharge controls. Physlcol site conditions or contractor/subcontractor practices could make it necessary to Install more controls than were originally plenned. For example, Iocollzed concentrations af surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing addilionol controls will be a continuing contractor/subcontractor responsibility until fine stabilizetion is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to perlodlco ly refine and update this SWPPP in ·order to accomplish the intended goats. Material Hondtlng end Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements· In the event of a spill of o hazardous substance, the operator is required to notify the National Response Center (1-800'~,24'8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including [he type and amount of material released, the dote of the release, the circumstances of the release, and the steps to be token to prevent future spills) to the local Soil o~d Water Conservation District. The SWPPP must be revised within 14 calendar days offer tY.e release to reflect the release, storing the information above along with modifications to minimize the possibility of future occurrences· 'Each contractor and subcontractor is responsible fo~ complying with these reporting requirements. Notice of Termination Compliance of the site with the General Construation Permit remains the reeponsib~ity of oll operators that have submltted on NOI unt~ such time as they have submitted o Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnkjht of the day the NOT is signed. All permitters must submit onNOT within thirty (30) days after one or more of the following conditions have been met: 1. F~ol stabilization has been achieved on oll portions of the site for which the permitter was r sponsible. 2. Another operator/permitter has assumed control over all areas of the site that hove not been finally stab~ized. 3. In resldentiol construction operations, temporary stob~izotion has been completed and the residence has been transferred to the homeowner. B15 EROSION ANO SEDIMENT CONTROL SPECIFICATIONS FOR INDIVl0UAL BUILDING LOTS Since the entire slte is under o single ownership, there are not any indlviduol building lots. C1 DESCRIPTION OF POLLUTANTS AND THEIR S.OURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a medical center. The pollutants and sources of each pollutant normally expected from this type af land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles, and trucks Type of Pollutant: OI1, gosollne, diesel fuel, any hydrocarbon ossoclated with vehicular fuels end lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, rood de-icing materials Pollutant Source: Parking Io{ Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wear;ne . surface, bituminous compour'ds from periodic maintenance (sealing, resurfocing and patchingS, pavement de-icing materials, point fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil,'organlc material (leaves, mulch, gross cllpplngs) SEQUENCE 0ESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds will remoln in place os permanent feoturss after construction is completed. Although the purpose of the ponds is to restrict stormwater discharges, they will provide on incidental sediment removal function stellar to o stormwater quality pond. Oils, grease, brake fluid and gasoline spilled on-site shall be immediately obearbed with products such os perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES Grading and Drainage . The north parking area (the expansion area) has been graded to on interior storm sewer system. Runoff will not be directed o~er stabilized areas, therefore minlmizing erosion. Oetentio~ Pond The site drainage plan includes two interconnected detention ponds. All of the site drainage will be directed through the dete~tion system prior to discharge to the US 31 right of way. Although the detention pond~ were not' designed as stormwoter quollty ponds, they will provide a sediment removal function that i~ very close to that provided by o starmwater-quollty BMP. The features of the design that provide the sediment removal functions of o BMP ore: 1. The pond was designed to contoin the lO0-year runoff from the site and release it ota rote equal to or less than an exiting lO-year runoff rote. 2. The pond Is greater than eight feet deep. This depth of water will allow a large amount of sediment to accumulate in the pond. 5. The pond's outlet structure will be lined with rlp-rop to further slow the discharge ve~oaity. 0reign Considerations Relative to Stormwater Quality As mentioned previously, this project does not contain plans for installation of any structural post-construction stormwater quality Best Management Proctioe (BMP). Typlcal Stormwater-Quallty BMPs ond methods to reduce stormwater pollutonts Good Housekeeping measures such as regulor street sweeping. Instoliotion of trash receptocles, ond reduction in fertilizer o~erspray con be incorporated by the owner ond[or occupant. LOCATION, OIMENSIONS, SPECIFICATIONS. ANO CONSTRUCTION OETAILS OF EACH STORMWATER QUALITY, MEASURE The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and ore considered to serve an incidental function as post-construction stormwater quality BMPs. Detention Pond The location, details, and specifications for the starmwater detention ponds ore located within the original Clarion North Medical Center construction plans. C5 DESCRIPTION OF MAINTANFNCE CUIOELINES FOR POST-CONSTRUCTION STORMWATER QUALITY MEASURES As mentioned previously this project does not contain plans to in. stall any structural post construction stormwote~ quality Best Management Practice (BMP). Maintenance requirements for the detention ponds, which will remoln in place after construction is completed, ore descrlbed below. Detention Pond The detention pond will be mointeined and monitored to prevent the accumulation of silt that would inhibit its function to control stormwoter discharge rates. The ordinary required maintenance proctlces will provide o means to molntoin its ~econciory and incidental function os a stormwater quality BMP. Other starmwater quality measures that may be incorporated into the site include implementatioh of regular site inspections, street cleaning, and other good housekeeping measures, a~d proper maintenance of the landscaped areas to ensure good vegetative cover. CERTIFIED BY REVISIONS SHEET NO. C6.4 INDENTIFIER SPRING LAKE ESTATES CT :LOCATION 122nd STREET -/ 116th STREET ~]'~'ODg,~ ~., o O0 -, VICINITY MAP ~ '~) ~' r-~ : ~ ' ,, ........ / ILLINOIS ROAD (N.~,C.) %% ' [ ,~ ------;~ . . .. ... .... ~ ; ............ . ..... ~ .., .... .' ............... , ....... , ~..' :..~.~(k- ...... -~--~K6~~~~ --.. ---~ ..... ...,-'=~g ,~,.~.~E ,.. ~._ ~ ~J '~ // · / *. ~~ ~ n n ,* ~ J ' %- ~ ~ ; Z . II // ~ ~ // / ~' i '~~ .............. L ~ TM ~ , ~~.~~ u u Ii / / ~ , // ~ .~ .. -: .............. ~ ...~ ~ : : : ....... , ', ..... ,,, , ,, ............ SOILS MAP O ADJACENT LAND USE i i ~ ORIGINAL J~ N'"RTH ' SCALE' ~' 2o~ PROJECT ~ . v ~--,. · = . ILLINOIS ROAO (N.'.C.) ...... --"'1 ~ , - ' ' ~ ~~ AREA OF .~ ) ~' . ,, ',~' " ~ ~~ ~ -.. .~. ~ t~ ~ ,~..~ ~,,,,,,~,,,,,,~,,,,,,~,.,, ~ , . ,,, .',,t ¢~ ................ ~ ~ ~ ~ ..... ~ ~ ~,,,,,,,~,,, ~,,,,,,,~,,,,,.,,,,,~ .... ~,~ , , - ............ ~.S. 31 (southboundlones) SI TE PLAN CERTIFIED BY o.^~, "¥:1~s ~s'I CHK'D BY: J JLPJ REVISIONS I [ s,.,,_.,.(~o6o. ' 3 INDENTIFIER Looking Northwest from Meridian Looking West from Meridian -- ? - F~L~NT SCI-IEiDULE E~OTANICAL NAME/ GT¥. BTM. COMMON NAME SIZE/C.,~L. HEIGWT SPREAD ROOTE~ALL TREES ACE PAL ,ACER PALMATUM / 2" ~' - ~' ,4' 65 GAL JAPANESE MAPLE ACE l~Jl5ACER I~JED MAPLE I~ET NIC~E~ETULA NIGRA 'WERIT~E' / WERITAGE RlYER EHRC.~ CER CAN CEI~CIS CANADENSIS / 3" 10' - 12' ILE OP~ ILEX ~C~ / 3" 12' - I~' ~E~IC~ HOLLY JUN vIR J~IPE~5 VI~INI~ / 3" ~' CENTURI~ C~BA~LE ~E ~ I ~E~CU~ ~ / ~" 2~' - 22'12' ~E MUE ~E~ MUENLEN~E~II / 4" I~' - I~' ¥1LL~E G~EN' ZEL~v~ CNA JAP CWAENC~IELES JAPONICA/ 'STANFC:~ I;aED' QUINCE ILE C,,~LA /LEX GLAJSII~ / 36" 2~" ] GAL. 3&" 2~" ] GAL. 20" 15" 5 GAL. vIN SEA COL vINCA MINOI~J DLUARF PERIUJINI~J,.E SEASONAL COLOR I GAL. ,4" POTS LALLN SELECTED SELECTED F=LANTIN~ LE~ENO. .......... PI~.OPERTY LINE STEEL EDGING (I~.EF. X/L'LC)I) SETBACK, L MATCW LINE TI~,EE F=~OTECTION FENCE DETAIL I~EFERENCE DETAIL NUMISER TREE TYPE STD. MATCW/N~ CWAI~ACTEf~, FC)t~ ~U~D CANOPY, MULTI TRUNK: STD. MATCHING CWAI~ACTER, STD. MATCWING CWARACTER, FOl~J"ff AND CANOPY, MULTI Tf~K 3-5 CANES, ~%-,4", 25~-E°', 2.~%-~/' TO E~E LOCATED IN FIELD. STD. MATCWING CHARACTER, STD., FULL TO GI~OUND STD., FULL TO GROUND FO~ ~O C~NOPT ~TD. M~TCWI~ FO~ ~O C~OPT STD. MATC~I~ CWA~CTE~, FO~ ~D CANOPT ~TD. ~TC~I~ C~CTE~, FO~ ~ND · TD. ~ATC~I~ CHARACTER, FO~ ~D CANOPT FO~ ~D C~OPT FULL, CLIPPED WEDGE, 5~°' O.C. FULL, CLIf=PED ~IEDGE, 3~" O.C. FULL, T¥1=E TO SELECTED, 3~" D.C. TRI,,N~,IO,. SPACED, ~" O.C., MIX LUITW VINCA FULL, TR/,~. SPACED, Igc" O.C. TYPE TO 1SE SELECTED, 12" O.C. PLANTING NOTES- ~E LOCATIC~N5 AI~.E OlA~RAP~ATIC. CC~TI~,ACTC~ ~ALL 5T~ ~T ALL I~AL T~E L~ATI~5 IN FIELD U51~ COLO~D ;L~5 FOR E~C~ Dt~E~NT ~E ~CiE~ ~ ~E~ ~ A~~L ~ T~E LAND~ A~WITECT ~1~ TO E~CAv~TI~. L~. ~gER~5 TWE RIGWT TO ADJU~T PLANT5 TO EXACT L~TI~ IN FIELD. ,.~Wf~Jl~, GRC~JNDCO~,4ER 4 ,SEA~<:;:~NAL COLOR E~ED LA"t'OUT5 5T~<JED F~R A~q=~OvAL I~¥ L.A. Pf~IOR TO E×CAvATION. CONTI~,TOR 15 I~ESPONSI~,LE FOR vEI~IF¥1NG L(:~ATION5 ~ UNDEII~GI~XJND UTILITIES IC~lOf~ TO CC~NSTf~LJCTION. ALL 5HI;~t.JlS, ~RC:~.JNDCO~E.R, PEII~ENNIAL ,I 5EASC~AL EI, ED5 ,.,.~ALL HAvE A "PJ.~ (2",) INCH PILJLCW LATER. I~F. ~HEET L'I.~I FC~ PLANTING DETAIL~. ~,. TII~EE,,~ SHALL ~E PLANTED A,~ LEAST FIvE (B') ~ET FR~ ~ LINE, CU~ O~ 51DEW~LK ~D~TSIDE ALL UTILITY EASE~NT~ [TW~E [3') ~ET DI~ETE~ ~EAR ~ 5W~LL HA~ A ~IN. CLE~ T~ ~CWi~ WEIGHT ~ EIGWT FEET. e. T~E5 PLANTED ~ ~ ~L~ ~LL W~ TWE ~IL 5TA~ · I~.L~D~A~ ~J~ ~h ~E ~PT F~E ~ T~W, L/TTE~ 4 ~T ~LL TIME5 DU~I~ II. LAND~A~ ~T~T~ ~g BE ~~I~LE ~ FINE LA~ A~AS. 12. FINAL ~~ ~HALL ~ ~~ ~ THE L~. tN THE FfEL~ ~1~ I3. ALL ~T/TIE~ ~ TWl$ ~ A~ FO~ I~ATI~ ~LT. /~ANT ~P~I~ 15 ~ I~ICATED ~ 'PL~T ~HED~E' ~LE~ OTWE~I~ CO~~ IN ~LL ~TI~ A~A~ A5 5~CIFIED IN TWE 'PL~T 14. ~VIDE STEEL ~E~ ~ I~A~D ~ T~E ~. ~ NO E~I~ I~ INDICATED, ~VI~ A ~L CUT E~ ~ITWIN ~D 15. ~T~T~ ~h ~VI~ THE ~JECT ~~I~T ~lh EACH IM~T ~IL ~E I~ ~I~D. ~1~ A~IATE THEN ~E ~D ~ ~~ F~ ~I~L~L ~IT~ILIT~ ~ALL INGL~E ~VIE~ 4 C~INATI~ ~ITW ~ClFICAT~ ~IL ~A~tl~ ~1~ ~. ~L/E~ TO ALL ~tL5 ~ ~/L~. T~EE ~ESE~V~TION NOTES: t=f~lOR TO GFP, ADING, ~J.~H FP, EMOV'AL, OR ~5~CTI~, ~ER~D. ~g ~TEC~D EE~ MU~T E T~D ~IT~ ~IL, ~DITI~AL FILL, E~i~NT, LI~I~5, ~ ~T~TI~ MAT 8E PLIED INSIDE TWE ~ECTI~ ~A~IER, N~ MAT ~T ~IL ~E ~0~ F~ ~IT~IN TWE ~RRIE~ "D~IP LINE" ~ ~TIG~ LINE T~T ~5 ~ THE ~TE~O~T ~TI~ lC. ALE: t. -, 4O-O' HI(S HKS, INC,. ~o,ml L akNgq HKS 8~ SWA QRCXJ~ Clarlan Health Methodist.lU.Riley Cladan North Medical Center ~ ~MII~I.?ANT 0Al1~ 4.1~.M PLANTING SCHEDULE & LEGEND tWEET NO. L1.00 ~:::E PAL J~ N~~ V~N M~N ~ N~R E~P RWO PJM -- J 8~UE C~LA ILE ~ ZEL .~-R TY'P. AC. EU NOf~l'W EXPAN,51ON (3 5TORIE6) l.b~,,"l~)~ 5J= 3 E~ET N~3 ~tER > 2' C~R ~ /- E×I~TIN~ ~ j ~IZEL ~ ~ JUN v~R F---] T---F I I I I I I -r-i i i i i i ~=,1- ---I----Jr -- -- ~- - --t- -- -~ F---l----T----F---I----' I I I _, I ; ; I I I I J~N I N~TIVE ,AI;~A Iq~ T I ~E ,4,F~ A Cg_A 5 r'lAt. ~ JUN v~R HKS NKS S11aJC11~L SWA GROUP Clarlan Health Methodist-lU-~y Cladan North Medical Center RBA~ON PLANTING PLAN L1.01 (TREE SUB-DRAINAGE - PLAN (TREE PROTECTION FENCE ,, NT8 (TRIANGULAR SPACING 4" f=~l~=. AND FtNAL (PLANTING ~ CURB =' F~NISI-i ~ _ ~ · ~::~.*~:::~~::::::~*`~~***~*.~~:.~:*~**~**::~**~~~~*~**.~:~~~:~**~::::=~~~~~~~.~**~~~:*`**.~:~.:~~:::~~:::::~:*~::::~~~~:::**`~x~~~~**~-.~*~~: ItttlIE~IlIIilt~tlIIlI~II!III~~,~-,-~ ~ lli~lllll~lttlll~ltilt~itlll~lllli~l!lll~lllll~l~tll (SHRUB PLANTING ELE~ATIC~ ~ ~iC~ TO ~TOl~'ff ~ TREE LINE8 ,a~ .4' Pr, AX. COI'fP~ PL,a, NTIN~ I'fEDIA (TREE PLANTING ON A SLOPE L,a4LN ~ RIEF PLAN~ llt{:=::~ll!ll,--~ilitll::: ,STEEL IED~ING FINl~i,,l ~ (STEEL EDGING @ PLANTING OR GRAVEL (TYPICAL TREE STAKING ~L~NT ff~T II I TREE PLANTING @ LAWN T la~.~T~ ¢2 TOTAJ-) EJ..E~ATIC~N ~ ~lOH TO HIeS HKS. INC. (~da L SkNm) s,!1nJc'l, ug~u, / HKS~ Clarlan Health Methodist-lU-Riley Clarian North Medical Center PLANTING DETAILS L1.02 Exterior Sign Program 5une 4, :2004 Plan Commission Review Clarian North Medical Center Master Signage Program All ideas, designs, arrangements and plans indicated or represented by these drawings are owned by, and property of Clarian North Medical Center and Corbin and were created, evolved and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Corbin and Clarian North Medical Center. These drawings are considered design-intent and are not for construction. Written dimensions on these drawings have precedence over scaled dimensions. The further development and engineering of the design-intent drawings is expected to be shown in the Fabricator's submitted shop drawings. Contractors shall verify and be responsible for all dimensions and conditions on the job. Corbin should be notified of any variations from the dimensions and conditions shown by these drawings prior to the execution of any work, including changes to graphic designs or typography. Prepared by: corbin :109 East Front 304 Traverse City, MI 49684 23:1 947.1236 SPRING MILL ROAE -;~-~ >>~' ~A[~ APPROACH I~L~NO ! S STR EE T ? 065 MERIDIAN STREET US-31 ~ Clarian North Medica Center Carmel Ih corbin 14 6.4.04 w Sign Location Plan Clarian North Medical Center Master Signage Plan Computations .lune 4, 2004 Old codes Sign Code Sign Type Name Type Sq.Ft./Side Sq.Ft./Sign No. of Signs Total Sq. Ft. Sign Height IM IX-1 Main Identifier Ground Sign 70 140 i 140 9'-5 1/4" ~F.~ Ix-2 Main Facade Identifier Wall Sign 264 264 3 792 4'-0" IF. 2 Ix-3 Entrance Facade Identifier Ltrs Wall Sign 20 20 4 80 1'-0" IF. 3 Ix-4 Entrance Facade Identifier Wall Sign 51 51 2 102 2'-8" IF. 4 Ix-5 Large Facade Logo Wall Sign 132 132 2 264 13'-0" ~F. 5 Ix-6 Small Facade Logo Wall Sign 26 26 4 104 5'-8" , Ix-7 Parking Lot Identifier Ground Sign 19 38 10 380 8'-6" ~P Ix-8 Parking Aisle Identifier Overhead 3 9 20 180 1'-8" Ix-9 Entrance Identifier Ground Sign 45 45 1 45 10'-3" Ix-10 Small Identifier Ground Sign 20 20 I 20 6'-10 1/2" DC Gx-1 Campus Guide Ground Sign 48 48 I 48 9'-5 1/4" Gx-2 Large Guide Ground Sign 45 45 2 90 10'-3" DV Gx-3 Vehicular Guide Ground Sign 28 56 4 224 8'-8" G Gx-4 Small Guide Ground Sign 7 14 11 154 7'-0" 66 2623 Notes' Regulatory signs (such as STOP signs) are not included in these computations. i - ~66'-0" Main Facade Tdentifier: TX-2 Scale: 3/16" = i foot Square Feet: 264 Content: campus identification for Meridian Street/US-31 Intent: individual channel letters/logo; internal illumination so the logo both glows red and is back-lit, letters are opaque and back-lit. Ix-5 ~~ANNORTH~ICAL CENTER-/ Ix-2 Existing Hospital Ix-5 East Elevation (facing US-31) 1/32" = 1' New North Expansion shown on separate page Clarian North IVledical Center Carmel, IN corbin 109 East' Front 304 Traverse City, MI 49684 231 947.1236 Refer to the Sign Location Plan for each sign type location. Name to be confirmed. 6.4.04 Plan Commission Review Hain Facade Identifier Ix-2 East Elevation, I of 2 El Existing Hospital on separate sheet East Elevation (facing US-31) 1/32"= 1, ~'~ Clarian North Medical Center Carmel, IN corbin 109 East Front 304 Traverse City, MI 49684 231 947.1236 Refer to the Sign Location Plan for each sign type location. 13 6.4.04 Plan Commission Review East Elevation~ 2 of 2 1'-6" 11 1/2" ' PROFESSIONAL OFFICE CENTER COMPOSITE ~A~cTAADL ~CANOPy Entrance Facade Tdentifier Ltrs: ix-3 Approx. Square Footage: 20 Intent: individual channel letters, back-lit halo illumination; mounted to convex entry canopy facade. Entrance Facade Identifier Ltrs: Ix-3 Approx, Square Footage: 15 Intent: individual channel letters, back-lit halo illumination; mounted to concave entry canopy facade, PART OF THE CURVED STONE VENEER CANOPY FACADE (ref: A8.05.07 detai{) Entrance Facade Tdentifier: TX-4 Square Feet: 51 Intent: mounted to entry facade; internally illuminated using vinyl flex-face sign cabinet, TO COMPOSITE METALCANOPY FACADE 10'-2 1/2" Large Facade Logo:lx-5 Square Feet: 132 Intent: vinylapplication on window EXISTING WINDOW GLAZED ALUM. WALLSYSTEH O Small Facade Logo: Tx-6 Square Feet: 26 Intent: fabricated aluminum channel with back-lit neon on faux window treatment Clarian North Medical Center Carmel, IN corb[n 109 East Front 304 ~averse City, MI 49684 231 947.1236 Scale: 1/4" = 1 foot (llx17 format) 6.4.04 Plan Colnmiss[on Review Facade & Entry Identification Ix-3, Ix-4, ZX-5, Ix-6 TOP VIEW (~PICAL) SIGN CONSTRUCTION DESIGN INTENT IN ISOMETRIC Main Identifier: Ix-1 Sauare Feet: 70 140) Intent: double-sided monument w th outcurved faces mtema/ illumination, individua stainless letters with back-lit neon and push-thru white graphms; aluminum sign cabinet with stainless angled accent; brck base to match architecture, 0 Campus Guide: Gx-1 S~uare Feet 48 internal Ilumination usng push-thru graphics; aluminum sign cabinet w th stainless angled accent; brck base, Entrance Identifier: Sauare Feet 45 painted aluminum face with stainless steel accent; internal dlummat on with push-thru graph cs; brck base, 6'~10 1/2 1'-8 1/2" Small Identifier: Ix-lO Square Feet: 2C Intent: single sided, reflective vinyl on outcurved painted aluminum w th stainless steel accent; brick base. Clarian North Medical Center Carmel, IN corb[n 109 East Eront 304 Traverse City, MI 49684 231 947.1236 Sign Type Array Ix-l, Gx-1, Ix-9~ Ix-lO Clarian North Medical Center Carmel, IN Large Guide: Gx-2 Square Feet: 45 Intent: single-sided, outcurved painted aluminum with stainless steel accent; internal illumination using push-thru graphics; brick base. corbin 109 East Front 304 Traverse City, Mi 49684 231 947.1236 Scale: 1/4" = I foot (llx17 format) Refer to the Sign Location Plan for each sign Vehicular Guide: Gx-3 Square Feet: 28 (56) Intent: single or double sided, outcurved painted aluminum with stainless steel accent; internal illumination using push-thru graphics; brick base. Caroline Rose Red Brick (Bvo1) Small Guide: Gx-4 Square Feet: 7 {14) Intent: single or double sided, reflective vinyl on painted aluminum, ParkinG Lot Identifier: Ix-7 Square Feet: 19 (38) Intent; single or double sided, reflective vinyl on painted aluminum; brick base. Parking Aisle Identifier: Ix-8 Square Feet: 3 (9) Intent: three-sided aluminum panels that wrap light poJe; painted with vinyl graphics Sign Type Array 2 Tx-7, Ix-8 Numeric Summary Projec±: CLARION NORTH SPECIALTY HOSPITAL - SITE LIGHTING LAYOUT HLA#84-oPgoA1 Label ~ AT GRADE EXPANSION AT GRADE~ PROPERTY LINE Luminoire Schedule ~roject: CLARION NORTH SPECIALTY HOSPITAL - SITE LIGHT Sy__..._._mbol Qty~ Labet ~ ~ o,oo o,i LAYOUT HLA#24-O890A1 38 VRB1 1 2AR4 BACK-BACK 1 2AR2 BACK-BACK 7 AR4 SINGLE PAR3 AR3 AR2 75 88 LLuminllire LoOll:lor'~ aIjM~lry - Project, CLARION NORTH SPECIALTY HOSPITAL - SITE LIGHTING LAYDUTHLA#84-O~90A1 tlSeqNo Lobet X Y Z []rlent TRt 8AR2 5788.935 6167.463 85 278.161 0 i 8AR3 5974.768 6136.965 25 99.033 0 _ 2AR3 6110.614 5668.969 25 90 0 2AR3 6841.222 5803.653 P5 90 0 2AR3 6246757 5724.798 25 90 0 i 2AR3 6110.614 5740.151 25 90 0 2AR3 5974.954 6853.526 E5 90 0 PAR3 ' 5974.955 6763.535 85 90 0 8AR3 5974.934 6688.637 25 90 0 10 2AR3 5974.932 6601.605 25 90 0 _ 11 2AR3 6110.594 6595.047 25 90 0 i2 8AR3 6110.56 6665.056 25 90 0 13 8AR3 6110.703 6734.988 85 90 O 14 2AR3 6110,736 6804.91 25 90 0 ~5 2AR3 6110.555 6874.983 25 90 0 16 2AR3 6241.001 6921576 25 90 0 i7 8AR3 6241.001 6853.353 25 90 0 18 2AR3 6241.034 6682.659 25 90 0 i9 2AR3 6240.966 6601534 25 90 0 PO PAR3 6841.074 651%984 25 90 0 , ,, 21 2AR3 6394.773 5805.332 25 90 0 P2 2AR3 6394,773 5724.438 25 90 0 23 2AR3 6394,924 5643.559 25 90 0 _ ~4 2AR3 6394.698 5571.402 25 90 0 25 2AR3 6551.903 5643.305 25 90 0 ~6 PAR3 6551.873 5b/1.048 25 90 0 _ 27 2AR3 6394.689 5490.376 ~ 90 0 88 8AR3 6552.009 5490.607 25 90 0 ~9 2AR3 5974,931 5490,48 25 90 0 30 PAR3 6110.465 5529.846 85 90 0 .~i 2AR3 6110.648 5459.943 25 90 0 32 2AR3 5847.088 5571.302 25 90 0 33 2AR3 5846,892 5490.421 25 90 O 34 2AR3 5974.888 b571.696 25 90 0 35 PAR3 5846.82 5643.34 25 90 0 36 2AR3 5974.896 5643.58 25 90 0 3'/ 2AR3 6110.71 5599.98c? 25 90 0 38 2AR3 6240.961 5643.718 25 90 0 39 2AR3 6240.699 5571.491 25 90 0 4-0 2AR3 6240.961 5490.41 25 90 0 4.1 8AR3 5975.036 5784.198 25 90 0 4-2 2AR3 5847.285 5724.333 25 90 0 43 2AR3 5955-746 5938.238 25 324.866 0 4.4 2AR3 6044,328 5895.253 25 344.505 0 45 2AR3 6038.809 6040.781 25 146.707 0 4.6 2AR3 5888.044 6008.554 25 126.486 0 47 8AR3 5849.811 6P4P.P94 P5 73.355 0 ,,, 48 2AR3 5849.387 6092.488 25 92.586 0 4.9 2AR3 5973.307 6193.872 25 79.492 0 0 2AR3 5889.1616327.37925 !54.266 0 Min Avg/Min Ma_x/Min 0,o 0.00 0.00_ ~ 34,=67 o,o E6.o6 Arron~ement SINGLE BACK-BACK SINGLE SINGLE Lumens 40000 Description Klm LIGHTING VANDALL RESISTANT BOLLARD iOOMH Klm LIGHTING ARCHETYPE 4OOMH TYPE IV Klm LIGHTING ARCHETYPE 400MH TYPE II Klm LIGHTING ARCHETYPE 400MH TYPE IV Klm LIGHTING ARCHETYPE 400MH TYPE III Klm LIGHTING ARCHETYPE 400MH TYPE III Klm LIGHTING ARCHETYPE 400MH TYPE II ~ 2AR3 5956.74~ ~ 37.146 ~ 8AR3 5977.9296504.1 25 90 73 8AR3 6103.6176507.85125 90 ~4 2N;{3 6039.7086294.81625 69.74S U~ 2AR2 6~06587 6383.1932S 0 56 8~3 6109.6785889.10685 90 ~7 ~3 61~8.4595948.717~ 0 ~ 2~3 ~45.7~3 6439.37525 1~.892 5~ ~3 6~41.4517031.11525 90 6~ ~AR3 6674~05 7035.113~5 90 61 ~3 6674.~5 71~5.18 ~5 90 ~ e~3 6674205 7~15247 ~5 90 63 2AR3 65~9.3577033.98~~5 90 6~ ~3 65~9.35771~4.049~5 90 ~5 ~AR3 65~9.3577~13.774~5 90 66 ~3 6379.4137033.94~ ~5 90 67 2AR3 6379~9 6776,931~5 90 ~8 2AR3 6~.044 69~0.759~ 90 69 ~3 6379.3956853.677~5 90 70 ~AR3 6~41.0756775.39~~5 90 71 ~3 65~.5~ 6776.366~5 90 ?~ 2~3 6531.01169~.194 ~5 90 7~ ~AR3 6530.36~6853.11~~5 90 74 ~3 ~59277 6846.893~5 90 75 ~3 6659277 69~.658 ~5 90 ~AR3 6658.7116744.552~5 90 76 7~ ~AR4 661&34 ~00.99 ~5 O 78 AR~ 6117.37469~0.539~5 0 79 AR~ 661424 5546.938~5 353,047 kSO AR~ 6693~7 6691.36625 0 ~1 AR~ 6036.8416958.809~5 58.671 ~ AR~ 6~4.339 69~9.~9 ~5 ~70.785 83 AR~ 6578.0156415.488~5 180 ~4 ~R~ 667~.7~16510.669~5 270 85 AR~ ~1.37~ 6442277 ~5 ~B9,593 ~ AR~ 6700.75~6369.~ ~5 353.885 87 AR~ 6674.59161~1.36 ~5 355.601 ~B8 AR~ 6687.S~ ~45.535 ~5 355.761 89 AR2 ~7.794 5670.71~~5 355.764 9~ AR~ 655i.9015405.00~~5 90 ~1 AR~ ~03.316 5405.0~3~5 90 ~ AR~ 6595.5175~7.90~ ~5 341201 ~3 AR~ 6~1.664 ~55.637 ~5 34&347 9~ AR~ 6110.55354~5.16~~5 90 95 AR~ 5975.0195404.961~5 90 ~96 AR~ ~47.~ 5405.064~5 90 9~ AR~ 6~40.9945405.1~62~ 90 98 AR~ 5983.87858~9.485~5 ~ ~70 99 AR~ 5905~86 5861.956~5 169.875 100 AR~ 6655.66 5937.046~5 350.~3 101 AR~ 6640.0695778.09625 351.674 102 AR~ 6531.1276515.543~5 18.768 ~03 AR~ :6673.586 7303.459~5 ~70.395 ~ ARe 5957.B04 --- 1--06 N~3 6688.6436584.09825 0 107 AR3 6106.54!6063.60625 0 111 AR3 63852~3 71~.5~5 ~5 ' 0 11~ AR4 6594.06 6376.497~5 ~ 343.856 6589.19~6~94.068~5 ' 0 ~ 270 113 ~R4 ~i4 ~R4 654q.1546235.872 115 ~R4 6660.8576~06.34625 ' 116 kR4 6544.07561~.4~ ~5 90 117 ~R4 6608.~5 6103~ 25 ' 90 118 kR4 65~-01 5724.73 20 1~ 119 VRB1 6271.5755971.4393.5 0 1~ VRBI 6~79.11 5967.1893.5 ' 354.80~ 121 VRB1 6284.1345961.1~ 3:5~ 0 122 VRD1 62~.317 5953.8573.5' 0 123 VRB1 6294~7 5946.1~83.5 0 1~4 VRB1 6~5.787 5938~07 3.5~ 0 t25 VRB1 6148.865~17.~ 3.5~ 0 1R6 VRB1 61se.se56e06.5833.5 ', 0 ~7 VRB1 6154.4956195.60535 0 1~8 VRB1 6156.4656184.346~.~ ' 0 r 1~9 VRB1 6157.591617~.8~ 35 ' 0 130 VRB1 6157.31 61~.392 35 0 131 VRB1 6157.028615057 35 0 l~ v~m em4.a3 eme.3u 3.5 0 134 VRB1 ~ 6117.0753.5 ~ 135 VRB1 6120.1266137.92235 0 ~36 VRBI 61~026~ 6146.5~ 3.5 0 ~37 VRB1 61~0.39861552~6 35 0 138 VRB1 6IR0.398 616e.~e 35 0 ]~ v.m -- mo.zv~ ~ z.~~ ~4o v.m ~leo.uzs ~m.ee~ ~ 5 141 VRB1 61~0.1~66188.471 3=5~0 14~ VRB1 61~0.5356196.9193.5 '0 ~43 VR9I 6~67.~1 6363.6453.5 144 VRB1 6~75.41 6~7.83Z 3.5 145 VRB1 ~8~.388 6374.345 35 ~ 146 VRBI ~7.~ -6381.789 3.~~ 0 147 VRBI 62902976~9.698 35: 148 VRBI ~.158 6~7.14~ 3.5 t ~ '0 149 VRSl 6469.5~ 5955.309 3=5 ~ 0 150 VRB1 6479.~ 5957.673 3.5 ~ 0 151 VRBt ~ 5957.7~8 35 ~ 0 15~ v~m ~ 59~5.469 3.5 154 veto 64m.523 ~24.292 3.5 0 ~55 VRB1 6430.457 6686.589 3.5 0 ~56 VRB1 6440.069 6691.677 3.5, 0 HI<S Clarlan Health Methodist-lU-Riley ClaHan North Medical Center LIGHTING SCHEDULE ~H EXP~51C~N (3 5TC~iES) LAND,SCA~=E 5ETI~-.K ~e(s, i~c. (namu L skae~) swA C.,RoI~ Clarlan Health Methodist-lU-Riley ClaHan North Medical Center 04.16.04 UGHTING S~EET NO. ~ ® L2.01 Four Light Distributions Site configuration determines the combination of light distributions required to efficiently irluminate desired areas. Twenty-five years of cutoff lighting experience has proven that four right distributions satisfy any site requirement, from parking lots to courtyards. The Archetype is available in four highly efficient light patterns, combined with seven mounting arrangements and rotatable optics for incredible versatility In addition, houseside shields are available for locations where control of spill light onto adjacent property is a concern See page 17. Seven Mounting Arrangements Seven mounting configurations are available using one to four fixtures per pole, plus single wall mounting I I I Type III Type II Type/V Type V Forward Throw Square Houseside shields available on Types II, Ill, and IV distributions only. Information _The Archetype® Ordering Example: For Standard Fixture and Pole Mounting: ~ Plan View: 3Y configuration is available for round poles only Fixture: Cat No designates AR fiXture end light distribution See the Kim Site/Roadway Opt/cai Systems Catalog for detailed information on reflector design and application AR EPA: 1.2 Cat No: lA Horizontal Lamp Mounting Fixture ElectdcaIModule Finish Options ~ Pole 1 2 -"3 '".'~'/~_'z~/ PSA16-4125E/W ' ~ 3 4~ H P / VSF-2B 12 See separate Kim Pole Catalog. Omit for 1W Wall Mount ~ Mount 24 20 32 32 39 n/a 2B 2L 3T 3Y 40 1W Flat Lens Electrical Module: HPS = High Pressure Sodium MH = Metal Halide PMH = Pulse Stad Metal Halide 4 Finish: Super TGIC powder coat paint over chromate COnversion coating. Optional Photocell Receptacle: Receptacle provided for NEMA base photocells (by others) Optional Convex Glass Lens: Light Distribution: Type Il Type III Type IV Type V Forward Throw Square Cat, No,: Full Cutoff Full Cutoff Full Cutoff Full Cutoff AR2 AR3 AR4 AR5 Lamp Lamp Line Wart__s iyp~ee Volt~s 400 HPS 277 150HPS120 250HPS120 400HPS120 150HPS208 250HPS208 400HPS208 150HPs240 250HPS240 400HPS240 150HPS277 250HPS277 400HPS277 150HPS347 250HPS347 400HPS347 150HPS480 250HPS480 400HPS480 175MH120 250MH120 400MH120 250PMH120 400PMH120 175MH208 250MH208 400MH208 250PMH208 400PMH208 175MH240 250MH240 400MH240 250PMH240 400PMH240 175MH277 250MH277 400MH277 250PMH277 400PMH277 175MH347 250MH347 400MH347 250PMH347 400PMH347 175MH480 250MH480 400MH480 250PMH480 400PMH480 Color: Black Dark Bronze Cat. No.: BL~p DB.p 'Consult representative for custom colors Light Gray Platinum Silver White LG-p PS-P Custom Colors, WH-p CC-p Receptacle7 / Cat No.: A-25 Mounting Configuration [ ~ m- '~s ~,, - Fixture with Photocell ] lA or 1W 2B ~s~ Receptacle / ~% si ~ S - slave unit(s) ~s ;~ s s Allowable Wa~tage per fixture: ~ 4C 4C ' ]50-400W 150-250W 400W Cat No: CGL Tempered COnvex glass lens replaces standard flat lens Optics become cutoff. Proportion Guide 70 to 400 Watt / 10' to 30' Poles 32' 30' 28' 26' 24' 22' 20' 18' 16' 14' This proportion diagram is intended to help visualize and select the best Archetype system to satisfy aesthetic requirements. Remember, the pole height also affects performance; the higher the fixture is mounted, the greater the light throw. If poles are mounted on concrete pedestals such as in parking lots, the height of the pedestal must be considered in selecting the pole height. SAR Models: 70 to 175 Watt 10' to 16' poles AR Models: 150 to 400 Watt 20' to 30' poles 12' ~ 1 O' ~ ,~' 3%" 3%" 4" ~., GRADE ¢,~ ~ ~ ~ ¢~ ~®~ ~-- CB18 R 24 HORZ FLAT MSB CB18 R 24 HORZ FLAT MSB CB18 R 47 VERT FLAT MSB TiLE ARCHITECTURAL AREA LIGHTING 18" ROUND [ Catalog Numbers SHAPE OAH GRILL TOP VV~(lbs ) CB 18 R 24 CUTOFF FLAT 280 ~OB 18 R 36 CUTOFF FLAT 310 OB 18 R 42 CUTOFF FLAT 340 CB 18 R 29 CUTOFF DOME 300 OB 18 R 41 CUTOFF DOME 330 CB 18 R 47 CUTOFF DOME 360 CB 18 R 24 HORZ FLAT 280 CB 18 R 36 HORZ FLAT 310 CB 18 R 42 HORZ FLAT 340 CB 1B R 29 HORZ DOME 300 OB 18 R 41 HORZ DOME 330 CB 18 R 47 HORZ DOME 360 CB 18 R 24 VERT FLAT 280 CB 18 R 38 VERT FLAT 310 OB 18 R 42 VERT FLAT 340 OB 18 R 27 VERT DOME 300 CB 18 R 39 VERT DOME 330 CB 18 R 45 VERT DOME 360 tP: 54 .o_ t o_ _m_et r LAMP WATTAGE LUMENS CF MH 70 WAiF CLEAR 5200 .37 MH 100 WATT CLEAR 8500 .61 MH 175 WAI~ CLEAR 14000 1,00 HPS 70 WATT CLEAR 6400 .46 HPS 100 WATT CLEAR 9500 .68 HPS 150 WATT CLEAR 16000 114 Note: tf using a lamp with different lumen output than listed above, consult AAL for conversion factor. Isofootcandle chart for one quadrant 1 75 watt clear metal halide lamp. 14000 lumens, 42" high 0 3' 6' 9' 12' // / / CB18R