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HomeMy WebLinkAboutApplications u o Tingley, Connie S From: Sent: To: Cc: Subject: DObosiewicz, Jon C Monday, February 17, 2003 4:33 PM Tingley, Connie S Lillig, Laurence M; Hollibaugh, Mike P; Brewer, Scott I Docket Number Assignment - (Z & DP/ADLS); Clarian North Hospital Campus (PUD & Development Plan/ADLS) Connie, Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary Docket Number for the Clarion North Hospital Campus pun (Rezone) & DP/ADLS. It will be the following: 29-03 Z 30-03 DP/ ADLS $4,647 ($728 + $3,919 ($36.50/ac @ 107.367) $3,944 ($728 + $3,216 ($728+$36.50/ac @ 68.164 ac.)) Total Fee: $8,591 Docket No. 29-03 Z; Clarion North Hospital Campus PUD (Rezone) The applicant seeks to rezone a 107.367 acre property from B-3, B-6, and S-2 subject to the US 31 Overlay Zone to a Planned Unit Development District. The site is located at the northwest comer of US 31 and 1 16th Street. Filed by Joseph M. Scimia of Baker and Daniels for Clarian Health Partners, Inc. Docket No. 30-03 DP/ADLS; Clarian North Hospital The applicant seeks Final Development Plan and Architectural Design, Lighting, Landscaping & Signage approval for a hospital arld medical office building. The 68.164 acre site is located at the northwest comer of US 31 and 1 16th Street. There is a proposal filed to rezone the site to a Planned Unit Development District. Filed by Joseph M. Scimia of Baker and Daniels for Clarian Health Partners, me. Please note the following: . This Item was placed on the February 19, 2003 agenda ofthe Technical Advisory Committee. · Mailed and Published Public Notice needs to occur no later than Friday, February 21, 2003. Published notice is required within the Indianapolis Star. . Twenty (20) Informational Packets must be delivered to Plan Commission Secretary Ramona Hancock no later than noon, Friday, March 7, 2003. Failure to submit Informational Packets by this time will result in the tabling of the petition to the Tuesday, April 15, 2003, agenda of the Plan Commission. -Proof of Notice will need to be received by this Department no later than noon, Monday, March 17,2003. Failure to submit Proof of Notice by this time will result in the tabling of the petition. · This Item will appear on the March 18,2003 agenda of the Plan Commission under Public Hearings. _ This Item may also appear on the Aprill, 2003 agenda of the Plan Commission Subdivision Committee. Please contact Joe Scimia at 569-9600 (Fax: 569-4800twith this information. Once the file is updated (copy of fax filed and file labeled on cover and internal files) please return the it to my office. .'ft~ c2-;y--tJ3 Thanks, ~. r.r {J-Z; ,;~ Jon ~ 1 u u One Civic Square Carmel, IN 4E032 (317) 571-2417 Fax: (317) 571-2426 To: ~ k~ Froc S .61- if ?'07J Pbotte= 50 1- '7 ~ 0-0 From: "1 /.f (jp-r<--"'7~ "7 ' hi U'~,/ A .../ C7'- ..<...-,t.c--1', ';r ~ ---==:..... ... Pa9~: Date: .2 -/y-{) '7 .0- . -::. Re: cc: o Urgent o For Review 0 P.lease Conul1snt 0 Please Reply o Please Recycle .~ - '7 - / .... 1f-; - J . I /I, (~. 00ft1?t4/(>U--;c../ (iltf---[ .: .~ ijU4-l1 /~ ~ A (; /I f '- 1 ~AJ~j~ 1 r u u DEVELOPMENT PLAN APPLICA TION(Amendment) Fee: $700.00 plus $35.00 per acre ($630.00) DOCKET NO. DATE: January 17,2003 X Public Hearing Required X Preliminary X Final Received By/Date Amended or Changed Checked By Name of Project: Project Address: Legal Description: Name of Applicant: Address: Contact Person: Clarian North Hospital - Area 1 of Clarian North Hospital Campus Planned Unit Development 11622 North Meridian Street. Carmel, Indiana See Exhibit A nereto and incorporated herein. Clarian Health Partners, Inc. c/o Baker & Daniels 600 E. 96th Street, Suite 600, Indianapolis. Indiana 46240 Joseph M. Scimia Telephone: (3 17) 569-4680 Name of Landowner: See Attached List of Owners Address: Telephone: See Attached List of Owners See Attached List of Owners " '%~r , ~~ <2 ':';~ '% Cf) , <a tP Plot Size: Present Use of Propeliy: 68.164 +/- Acres Zoning Classification: B-3, B-6, & S-2 (A petition to rezone the overall site to a PUD has been filed contemporaneously with this Application) Farm ground. Proposed Use of Property: Hospital and Medical Office Complex, including a central utility plant. NOTE:' INIMAN2 702 J 05v I This application must be filed in duplicate and accompanied by : a) Two (2) copies of the development plan which the applicant will be responsible for distribution among T AC members; b) All necessary supporting materials. ,. u u The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structures, or any change in the use of land or structures requested by this application will comply with and conform to all applicable laws of the State of Indiana and the zoning ordinance of Carmel, Indiana, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et seq., General Assembly of the State ofIndiana, and all Ac mendatory thereto. Signed: Owner (Typed) STATE OF INDIANA SS: County of ,tj,::}/)'UL./ItJN Before me the undersigned, a Notary Public for ~,qAJ C!.c)CK;. (County of Residence) County, State of Indiana, personally appeared JosephM. Scimia (Name of Person) and acknowledged the execution of the foregoing instrument this /7rp \\ \ II I" II / III (} II \\\\ ..I P U III " n., i"> 1.1 ~ b.. ''':........... q .1.1 ~ ",1">' ". t ~ ~." "./ ~ ~ 0.: _ '. r. -:::. ~~/- SE-AL\'" ~ - : : = ~ r.~ em'"m11~~.:~~res: % ...~ / J ....., ;,;.....' ~ .111//1 fff?,..~:; 1/(""1111\\\\\ INIMAN2702105vl ,20ca. ..)d. ,M,t:)/C-/LV'v ~. /26~S (Printed or Typed) u Valley Development Co., Inc. 3641 Brumley Way Camlel, Indiana 46033 NRC Corp. 3641 Brumley Way Carmel, Indiana 46033 INIMAN2 705663v1 Clarian PUD List of Owners u ., u u Exhibit A Legal Description Clarian Health Partners, Inc. 11622 North Meridian Street A part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest Comer of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East (assumed bearing) 2,631.55 feet along the West Line of said Southwest Quarter to the Northwest Comer of said Southwest Quarter; thence North 88 degrees 45 minutes 11 seconds East 987.00 feet along the North line ofthe West Half of said Southwest Quarter to the POINT OF BEGINNING; thence continue North 88 degrees 45 minutes 11 seconds East 341.44 feet along said North Line to the Northeast Corner of the West Half of said Southwest Quarter; thence North 88 degrees 46 minutes 25 seconds East 451.57 feet along the North Line of the East I-Ialfofsaid Southwest Quarter to the Westem right of way of U.S. 31 as located by the Indiana State Highway Commission plans for Project F-229(9), dated 1968; The following Two (2) courses are along said western right of way; (1) thence South 00 degrees 04 minutes 37 seconds East 2,549.36 feet; (2) thence South 59 degrees 18 minutes 54 seconds West 122.00 feet; thence South 01 degrees 26 minutes 16 seconds East 15.74 feet to the South Line ofthe East Half of said Southwest Quarter; thence South 88 degrees 33 minutes 44 seconds West 349.49 feet along the South Line of the East Half to the Southeast Corner of the West Half of said Southwest Quarter; thence South 88 degrees 31 minutes 48 seconds West 788.80 feet along the South Line ofthe West Half of said Southwest Quarter; thence North 01 degrees 27 minutes 36 seconds West 70.05 feet; thence North 31 degrees 24 minutes 48 seconds East 47.97 feet; thence North 00 degrees 00 minutes 00 seconds East 1,441.85 feet to a curve having a radius of 835.00 feet; the radius point of said curve bears North 90 degrees 00 minutes 00 seconds East; thence northerly 638.43 feet to a point which bears North 46 degrees 11 minutes 34 seconds West from said radius point to a point of reverse curve having a radius of 685.00 feet; the radius point of said curve bears North 46 degrees 11 minutes 34 seconds West; thence northerly 525.34 feet to a point which bears North 89 degrees 51 minutes 57 seconds East from said radius point; thence North 00 degrees 08 minutes 03 seconds West 32.65 feet to the POINT OF BEGINNING containing 68.164 acres, more or less. INIMAN2705417v1 u u NOTICE OF PUBLIC HEARING BEFORE THE CITY OF CARMEL! CLAY TOWNSHIP ADVISORY PLAN COMMISSION Docket Nos. (DP/ADLS) Notice is hereby given that the City of Carmel/Clay Township Advisory Plan Commission, at its public meeting on the 18th day of March, 2003, at 7:00 pm in the City Council Chambers, 2nd floor of City Hall, One (1) Civic Square, Carmel, Indiana 46032, will hold a Public Hearing upon an Application for Preliminary and Final Development Plan Approval and an Application for Architectural Design, Lighting and Signage Approval filed on behalf of Clarian Health Partners, Inc., to provide for the development of a hospital and medical office complex on property commonly known as 11622 North Meridian Street, Carmel, Indiana. The Applications are identified as Docket Nos. (DPI ADLS). The real estate affected by said Applications is owned by NRC Corp. and Valley Development Co., Inc., and is described as follows: A part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: COlmnencing at the Southwest Corner of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East (assumed bearing) 2,631.55 feet along the West Line of said Southwest Quarter to the Northwest Corner of said Southwest Quarter; thence North 88 degrees 45 minutes 11 seconds East 987.00 feet along the North line of the West Half of said Southwest Quarter to the POINT OF BEGINNING; thence continue North 88 degrees 45 minutes 11 seconds East 341.44 feet along said North Line to the Northeast Comer of the West Half of said Southwest Quarter; thence North 88 degrees 46 minutes 25 seconds East 451.57 feet along the NOlih Line of the East Half of said Southwest Quarter to the Western right of way of U. S. 31 as located by the Indiana State Highway Commission plans for Project F-229(9), dated 1968; The follmving Two (2) courses are along said western right of way; (1) thence South 00 degrees 04 minutes 37 seconds East 2,549.36 feet; (2) thence South 59 degrees 18 minutes 54 seconds West 122.00 feet; thence South 01 degrees 26 minutes 16 seconds East 15.74 feet to the Soutb Line of the East Half of said Southwest Quarter; thence South 88 degrees 33 minutes 44 seconds West 349.49 feet along the South Line of the East Half to the Southeast Comer of the West Hal f of said Southwest Quarter; thence South 88 degrees 31 minutes 48 seconds West 788.80 feet along the South Line of the West Halfofsaid Southwest Quarter; thence North 0] degrees 27 minutes 36 seconds West 70.05 feet; thence North 31 degrees 24 minutes 48 seconds East 47.97 feet; thence North 00 degrees 00 minutes 00 seconds East 1,441.85 feet to a curve having a radius of 835.00 feet; the radius point of said curve bears North 90 degrees 00 minutes 00 seconds East; thence northerly 638.43 feet to a point which bears North 46 degrees 11 minutes 34 seconds West from said radius point to a point ofreverse curve having a radius of 685.00 feet; the radius point of said curve bears North 46 degrees 11 minutes 34 seconds West; thence northerly 525.34 feet to a point which bears North 89 degrees 51 minutes 57 seconds East from said radius point; thence North 00 degrees 08 ll1inutes 03 seconds West 32.65 feet to the POINT OF BEGINNING containing 68.164 acres, more or less. INIMAN2702105vl- u u The details of the Applications are on file in the Department of Community Services office, 3rd Floor of City Hall, One (1) Civic Square, Carmel, Indiana 46032, and may be examined during normal office hours. Written comments regarding the Applications may be filed with the Secretary of the Plan Commission before the hearing at the above address. Any person may offer verbal comments at the hearing or may file \~Titten comments at the hearing. . The hearing may be continued to a future date from time to time as may be found necessary. Clarian Health Partners, Inc. By: Joseph M. Scimia, Attorney for Petitioner Baker & Daniels 600 E. 96th Street, Suite 600 Indianapolis, Indiana 46240 (317) 569-4680 JNIMAN2702105vl /~" /-: " Date: January 17,2003 U Docket N~) APPLICATION for ARCHITECTURAL DESIGN. LIGHTING, and SJGNAGE~ RECFIVED FEE: $700.00 (Plus $35.00 per acre when NOT accompanied by a Development Plan) ~~ " " . DOCS Name of Project: Clarian North Hospital - Area] ofClarian North Hospital Campus Planned Unit Development Address: 11622 North Meridian Street. Carmel. Indiana Type of Project: Hospital and Medical Office Complex, including a central utilitv plant. Applicant: Clarian Health Partners. Inc. Phone No. (317) 962-2611 Contact Person: Joseph M. Scimia Phone No, (317) 569-4680 Address: Baker & Daniels. 600 E. 96th St. Suite 600, Indianapolis. Indiana 46240 Legal Description: See Exhibit A attached hereto and incorporated herein. Area (in acres): 68.164 +/- Zoning: B-3, B-6 & S-2 (A petition to rezone the overall site to a PUD has been fj led contemporaneously with this Application) Owner of Real Estate: See Attached List of Owners Carmel: No Clay Township: Yes Annexation: Yes Other Approvals Needed: Development Plan Approval and Rezoning of overal1 Site Area PARKING No. of Spaces Provided: 1555 (See Exhibit B) No. Spaces Required: 1554 (See Exhibit B) DESIGN INFORMATION Type of Building: Steel & Concrete No. of Buildings: 2 (Primm'v Building & Central Utility Plant) Square Footage: See Exhibit C Height: 106' - 8" No. of stories: 5 stories plus Mechanical Penthouses Exterior Materials: See Exhibit D Colors: See Exhibit D Maximl.ID1 No. of Tenants: Type of Uses: Medical Related Water by: Indpls. Water Co. Sewer by: Clay Township INIMAN2672949vl .-:: ... u LIGHTING u Type of Fixture: Refer to Sheet L 10.00 and related Drawings Height of Fixture: Refer to Drawings No. of Fixtures: 89 Additional Lighting: Refer to Drawings * Plans to be submitted shm'vingfoot candle spread at property lines, per Ordinance. SIGNAGE No. of Signs: 32 Type of Signs: Refer to Campus Sign Location Plan. Main Fa9ade Identifier. and Sign Tvpe Schematics Location(s): Refer to Campus Sign Location Plan Dimensions of each sign: Refer to Sign Type Schematics Square Footage of each sign: Refer to Sig.n Type Schematics. Main Facade Identifier. and Master Signage Plan Computations Total Height of each sign: Refer to Sign Type Schematics and Main Fa9ade Identifier LANDSCAPING * Plans to be submitted sho'wing plant types, sizes, and locations ****************************************************************************** I, the Wldersigned, to the best of my knowledge and belief, submit the above information as true a correct. Title J se M. Scimia /--/7 -03 ~'0 D~ ****************************************************************************** State of Indiana, 58: County of #~N 1'- rt!)A:> Before me the undersigned, a Notary Public for \\\\\111111'111/ ,..p~r~nfl.ll)b~'Itoo~red Joseph M. Scimia ,'... \"-..,""''''',:U~~'Z $ '\ ,.' '.,O"( ~ f <,~~~iDg..W.s.1r~~t this /77";4' day of ~ ~..~~()hEirires: S--~"--()9 -;; * ", .: * ~ ~ -', .. ~ ~ ...... .....' .$f ...... / ...... t>- " ~/IIII/I; D I A t-\ \\\\" 1/111111111\\\\\ INIMAN2672949vl p/l,vea!-K. county, State ofIndiana, and acknowledged the execution of the .;TAL)v,4,.<.Y , 2003 . ~1.~rJd ~ /'o/"qR/,,- v...v :S. ,r2~ u u Exhibit A Legal Description Clarian Health Partners, Inc. 11622 North Meridian Street A part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton COlmty, Indiana, more particularly described as follows: Commencing at the Southwest Corner of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East (assumed bearing) 2,631.55 feet along the West Line of said Southwest Quarter to the Northwest Corner of said Southwest Quarter; thence North 88 degrees 45 minutes 11 seconds East 987.00 feet along the North line of the West Half of said Southwest Quarter to the POINT OF BEGINNING; thence continue North 88 degrees 45 minutes 11 seconds East 341.44 feet along said North Line to the Northeast Comer of the West Half of said Southwest Quarter; thence North 88 degrees 46 minutes 25 seconds East 451.57 feet along the North Line of the East Half of said Southwest Quarter to the Western right of way of U. S. 31 as located by the Indiana State Highway Commission plans for Project F-229(9), dated 1968; The following Two (2) courses are along said western right of way; (1) thence South 00 degrees 04 minutes 37 seconds East 2,549.36 feet; (2) thence South 59 degrees 18 minutes 54 seconds West 122.00 feet; thence South 01 degrees 26 minutes 16 seconds East 15.74 feet to the South Line of the East Half of said Southwest Qualier; thence South 88 degrees 33 minutes 44 seconds West 349.49 feet along the South Line of the East Half to the Southeast Corner of the West Half of said Southwest Quarter; thence South 88 degrees 31 minutes 48 seconds West 788.80 feet along the South Line of the West Half of said Southwest Quarter; thence North 01 degrees 27 minutes 36 seconds West 70.05 feet; thence North 31 degrees 24 minutes 48 seconds East 47.97 feet; thence North 00 degrees 00 minutes 00 seconds East 1,441.85 feet to a curve having a radius of 835.00 feet; the radius point of said curve bears North 90 degrees 00 minutes 00 seconds East; thence northerly 638.43 feet to a point which bears North 46 degrees 11 minutes 34 seconds West from said radius point to a point ofreverse curve having a radius of 685.00 feet; the radius point of said curve bears North 46 degrees 11 minutes 34 seconds West; thence northerly 525.34 feet to a point which bears North 89 degrees 51 minutes 57 seconds East from said radius point; thence North 00 degrees 08 minutes 03 seconds West 32.65 feet to the POINT OF BEGINNING containing 68.164 acres, more or less. INIMAN2705417v1 u u Exhibit B PARKING CALCULATIONS CLARIAN NORTH WOMEN'S & CHILDREN~S / SPECIALTY HOSPITAL 116TH STREET AND MERIDIAN STREET A. Requirements: Medical Office Building- 250 spaces/ SF I-Iospital- 1 space/ bed + 1 space/ employee Medical Office Building- 157,283 GSF/ 250= 629 spaces Hospital- 205 beds + 720 employees = 925 spaces (includes all shelled) Total Required Spaces= 629 + 925 = 1554 spaces B. Total Provided Spaces = 1555 (Includes 48 Handicapped spaces noted below) C. Handicapped Space Requirements: 2% of 1554= 32 required spaces D. Handicapped Spaces Provided: 48 spaces (I8 arc van-accessible) Total Provided Handicapped Spaces= 48 spaces (18 are van-accessible) INIMAN2703125vl u u Exhibit C AREA TABULATIONS CLARIAN NORTH WOMEN'S & CHILDREN'S / SPECIALTY HOSPITAL 1161h STREET AND MERIDIAN STREET Hospital Medical Atrium Bridges Central Office Plant Building Lower Level 71,681 SF First Floor 69,695 SF 32,899 SF 18,219 SF 9,000 SF Second Floor 67,728 SF 33,463 SF 790 SF 6,123 SF Third Floor 59,068 SF 33,463 SF 1,693 SF Fourth Floor I 55,332 SF 28,151 SF 342 SF Fifth Floor 55,353 SF 28,151 SF 342 SF Sixth Floor 25,749 SF 1,156 SF (Penthouses) TOT ALS 404,606 GSF 157,283 GSF 18,219 GSF 3,167 GSF 15,123 GSF Total Gross Square Feet= 598,398 GSF INIMAN2703129\'1 u u EXHIBIT D EXTERIOR MATERIALS SELECI10NS', Brick Type #1: Brick Type #2: Stone # 1: Stone #2: Glass Type #1: Glass Type #2: Window Mullion Color #1. Wmdow Mullion Color #2: Metal PanellMetal Accents: Manufacturer: Yankee Hill Brick Company Size: Modular Color: Salmon Sandface Manufacturer: Yankee Hill Brick Company Size: Modular Color: Light Red Saodface Supplier: Indiana Limestone Company Color: Buff Smooth Supplier: Indiana Limestone Company Color: BuffRoughback Manufacturer: Vitacoo CoiN: VE 3-52 Manufacturer: Viracon Calor: VB 1-40 :Manufacturer: Valspar Color: Fluropon Classic n Palmetto # COOl ManufaCtUrer: Valspar Color: Fluropon Classic II Silver Gray # 399 B306 Manufacturer Alucobond Color: Valspar Flumpon Classic II Silver Gray # 399 B306 u u NOTICE OF PUBLIC HEARING BEFORE THE CITY OF CARMELI CLAY TOWNSHIP ADVISORY PLAN COMMISSION Docket Nos. (DP/ADLS) Notice is hereby given that the City of Cam1ellClay Township Advisory Plan Commission, at its public meeting on the 18th day of March, 2003, at 7 :00 pm in the City Council Chambers, 2nd floor of City Hall, One (1) Civic Square, Carmel, Indiana 46032, will hold a Public Hearing upon an Application for Preliminary and Final Development Plan Approval and an Application for Architectural Design, Lighting and Signage Approval filed on behalf of Clarian Health Partners, Inc., to provide for the development of a hospital and medical office complex on property c0l1U11only known as 11622 North Meridian Street, Carmel, Indiana. The Applications are identified as Docket Nos. (DP/ADLS). The real estate affected by said Applications is owned by NRC Corp. and Valley Development Co., Inc., and is described as follows: A part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest Corner of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East (assumed bearing) 2,631.55 feet along the West Line of said Southwest Quarterto the Northwest Corner of said Southwest Quarter; thence North 88 degrees 4S minutes 11 seconds East 987.00 feet along the North line of the West Half of said Southwest Quarter to the POINT OF BEGINNING; thence continue North 88 degrees 45 minutes 11 seconds East 341.44 feet along said North Line to the Northeast Corner of the West Half of said Southwest Quarter; thence North 88 degrees 46 minutes 25 seconds East 451.57 feet along the North Line of the East Half of said Southwest Quarter to. the Western right of way of U. S. 3 1 as located by the indiana State Highway Commission plans for Project F-229(9), dated 1968; The following Two (2) courses are along said western right ohvay; (1) thence South 00 degrees 04 minutes 37 seconds East 2,549.36 feet; (2) thence South 59 degrees 18 minutes 54 seconds West 122.00 feet; thence South 0] degrees 26 minutes 16 seconds East 15.74 feet to the South Line ofthe East Half of said Southwest Quarter; thence South 88 degrees 33 minutes 44 seconds West 349.49 feet along the South Line ofthe East Half to the Southeast Corner of the West Half of said Southwest Quarter; thence South 88 degrees 31 minutes 48 seconds West 788.80 feet along the South Line of the West Half of said Southwest Quarter; thence North 01 degrees 27 minutes 36 seconds West 70.05 feet; thence North 3] degrees 24 minutes 48 seconds East 47.97 feet; thence North 00 degrees 00 minutes 00 seconds East ],441.85 feet to a curve having a radius of 835.00 feet; the radius point of said ClU"ve bears North 90 degrees 00 minutes 00 seconds East; thence northerly 638.43 feet to a point which bears North 46 degrees 11 minutes 34 seconds West from said radius point to a point ofreverse curve having a radius of 685.00 feet; the radius point of said curve bears North 46 degrees 11 minutes 34 seconds West; thence northerly 525.34 feet to a point which bears North 89 degrees 5] minutes 57 seconds East from said radius point; thence North 00 degrees 08 minutes 03 seconds West 32.65 feet to the POINT OF BEGINNING containing 68.164 acres, more or less. The details of the Applications are on file in the Department of Community Services office, 3rd Floor of City Hall, One (l) Civic Square, Carmel, indiana 46032, and may be examined during normal office hours. INIMAN2672949v1 ; L) u Written comments regarding the Applications may be filed \vith the Secretary ofthe Plan Commission before the hearing at the above address. Any person may offer verbal comments at the hearing or may file written comments at the hearing. The hearing may be continued to a future date from time to time as may be found necessary. Clarian Health Partners, Inc. By: Joseph M. Scimia, Attorney for Petitioner Baker & Daniels 600 E. 96th Street, Suite 600 Indianapolis, Indiana 46240 (317) 569-4680 INIMAN2672949vl ~ . n " ~ i I ~.- I I I I c I '" " I ~ 0 I ~ I ~ 0 I ~ ~ > ~ f\ ',,~lHlI'(EI/,.SW11'~' "'TI$":'W_ ~ _.. .._...____ m j U NQR11-I LINE Et/z. Nl/ 1'4. 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Ir'c. ~<< Clarian Health Clarian North Hospital Carmel, Indiana ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN JANUARY 17, 2003 ----- ----------~~-- .~ Or. ..( f; ~Cr.//ltD DOCS ~-'~-- HI<S HKS INC. (Ronald L. Skaggs) Clarian Health Partners OWNER 1901 North Senate Avenue Jndian.apClJis, rN 48202: [~17J 96~ 2031 jOWNER'S CONSULTANTS r Biagi, Chance, Cummins, London, Titzer, Inc. CONSULTING EN(lINl:.EAS 601 Maln S\l'W1 Shelbyvill12, KY o4Q06S . .r~2fm1!106 American Consulting, Inc. CIV\LENGlNEEA 7:200 SI1.!ldelaf"od St-!l(il:rl Indlanapoli!i, Hi 462.5&391, \317]-5475.'500 Gene Burton & Associates M5:CICPl eCUIPMEriT F'lJIlNNcR. 11:6 Seabo~rd \..arlIe, Sullo:~OO F"rankJlll, Tri 37<<i7 {e~s} 3=763100. Kameo Consulting DESIGN COriSULTANT 7229 E. CQptIllolnd Ad Indi.maox;lli~. lN46.2.59 {:lU)8S-2 6tSO Maregatti Interiors U1TE 11100 OESJGNEf1 93-S-5 Co~C'lors RO'I'I,S.:.JIlc 112 IndlnnapaHs, IN ~40 {:J.'l1~ 50S ~1'.s Cini-Linle FOOO SERVICE CONSULTANT 1379(l NlJlrthwu( ..1.t1 Str~ Strite 1(JJ Fortlauodefdale. FL 33-325-62Hi (50~) 633 'lS<:E RTM Consultants, Inc. COOE: COMSULTANTS 1-45:5 North P'liiflI15ylvan1i1 Streoel -Indlanapolis, IN o\.62C2 (317)25:!M7Cl . Corbin Graphics SIGNGRAFHICS 100 -East Frollt SkeeL 5Utc 3C)I TravefSC ClI)'. fAl ~9684 \2'31~ 9~1 J23f:j Hokanson Companies, Inc. M.O.B, DcIlELOP'EA ID1 North Pennsyllo'i!nia Stfeet, Surte 1300 Indianapolis, IN -t6204-244S' 13"17) 63J BOE7 Pepper Construction CONSIRuCTION MANM]E.R 10.5QW~115mSIl'ee1 JMlanapoIls. IN 46:<!0.2-2C27 C:}17~68' 1000 HKS, Inc. (Ronald L. Skaggs) ARCHITECT 1S19 tdcKinney A\lenLJe Dallas, TX 75201-1753 (214) 969 5599 1 ARCHITECT'S CONSULTANTS ~ HKS Structural STRUCTURAL ENIJIN!:5A 1919 MeKlrw-.e)l A'o'eI'1lH! Dallas, rX7S.201-175J (2''') 969 5599 SWA Group ~NCSCAPE AAC!-4ITECT 2211 North Lamar, Suit\J.ol<<i Dallas, T>:. "5202 (214)95<400016 ----------) LOCl'\TION M,i'\P @ ~~OT 10 SCALE I I I I L______ -1----___ __ ___. _ HI<S HKS INC. (Ronald l_ $k;;g.gs) Projecl Numbar 7567.000 1!il19 Mi;K1nney AvantJe Dalla$. TX 7520 1-175:3 ----. 11<< C larian Health Clarian North Hospital Carmel, Indiana ARCHITE:CTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN SUBMITTAL - 17 JANUARY 2003 ~!(~~I~~~~_J ~'_ (OQ~m ! iJ _"'- f'II1'f1 ".,,,:,,, _Ie(} m", ,,"", ~r6J I ~"I'~'I ~ [01[ I I r",f}~"~'. ~ _..L1 /~~~~~. Pl~L . o~ :\ C~G]L la' ~I![;" J-==_ II Ii ~~ !~~nll: . .Ui.1 ~.~9fu.. . ,I F'- ~! .'~(~~ ' ~(lll SJ ~, " U1~~_ ----:-011 t ~JE~~I-~ Ilr~1 <S ~ r Uo CJ \ \ -~ riI]ul,~. Civil C1.1 EXISTING mpOGRAPHY ( NORTH) C1.2 EXISTING TOPOGRAPHY (SOUTH) C2.' OVERALL SITE PLAN C2.2 SITE PLAN ~.- C2.3 SITE PLAN C2.' SITE PLAN C25 SITE PLAN C2.S SITE PLAN C2.7 SITE PLAN C3.' OVERALL DRAINAGE PLAN C3.2 GRADING I DRAINAGE PLAN C3.3 GRADING I DRAINAGE PLAN CJ.' GRADIHG I DRAIN"GE PLAN C3.5 GRADING I DRAINAGE PLAN CJ.S GRADING I DRAINAGE PLA.N C3.7 GRADING I DRAINAGE PLAN C4.1 OVERALL UTILITY PLAN C5.1 DRAINAGE DETAILS C5.2 DRAINAGE DETAILS C5.3 SITE DETAILS C5.4 SITE DETAILS Cfi1 EROSION CONTROL PLA~, (SOUTH) C6.2 EROSION CONTROL PLAN (NORTH) C6.3 EROSION CONTROL DETAILS C8.4 EROSION CONTROL NOTES SN.1 SANITARYSEWERI PLAN & PROFILE SN.2 SANITARY SEWER I PLAN & PROFILE SN.3 SANITARY SEW"R I DETAILS & SPECIFICATIONS VICINITY MpP @ r~m ID SCf..,LE Utilit}i Comj:Janies Andy Kenl 'Jay W. Alley Clay lwp, Regional Waste District 10701 Nvrth College Ave...Suita-A Irdianapalis, IN 46.2BD-1M8 Paul Pace Carmel City Utilities 1.3DFlrstAvenus-SW Carmal, IN 46032 De-an Groves Cin-ergy 1441 South Guilford Road Carmel, IN 46032 Je-ff Fai"mer Time Wamer Cable 3~{J Roosevelt Avenue Indfanapolis, IN 46218- Chuck ShIJpperdJMEV)' Shultz Indi41na Gas Company p ,0. Bl)x 1700 Nobles\lille. IN 46060 Kate- Weoso Depl. of EngiMering One ell/Ie Square Carmal. IN 4003-2 Jeff Aice SBe Amerl'ec.h sess: North Colle-ge Avenue Indianapolis. IN 45-220 Kurt Wan niger Hamilton County Surveyor Office aile Hamilton Square, BuJta- 146- Hamilton Co. Judicial Center Noblasville, IN 4606.0 Pam WagD01lf1'r Il\dlanapoli!; Walf!,r Company PO. Bo>1220 Indianapolis, IN 46206 Architectural A6D1 OVERALL BUII.DING ELEVATIONS AB.D2 OVERALL BUILDING ELEVATIONS A6.D:l CENTRAL PLANT ELEVATIONS PERSPECTIVE VIEWS FROM 1"'65 PERSPECTIVE VIEWS FROM 1-455 Landscape 1.0.01 l4.01 L4.02 l4.03 L4.04 LS.0'1 LB.02 LB.03 LB.04 Ll.O' MATERIALS & FINISH SCHEDULE LAYOUT" MATERIALS PI.AN ._~ ----- LAYOUT & MATERIALS PLAN LAYOUT & MATERIALS PLAN LAYOUT & MATERIALS PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS Lighting L10.00 L10.01 L10.02 L10.03 LIGHTING SCHEDULE LIGHTING PLAN LIGHTING PLAN LIGHTING PLAN L10.04 LIGHTING PLAN ,II: : l'j)O[Ia9~~.u];Hoa.IN~~~.",OL~ J '-'"lJt -1)~".~\oiO: ",,~........';q ~Ml ''''" , (;)~ ,~t>o.l.,;,: OLlO'{K ILl(} 'X,," OWss'L>S.lm) LI6.r.~..!~;.-,..1l 'SIlOd'rr'NVlQN.1 NOI.LV.LS'IlNV130VHg D9U ';)NI DNIl/lilSNO::> IJnrt!3rJ"il na91fn"'110;) -"l~t~l/~jJY. NV::>l1I3. WV ~r.'Q~~~.,,??,~___.-.,-.,--.;_.;~~_:;,: "-'--,--rr.--,-;::;c....f~= _~f~~0~1',~[-...'" 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FO~ P,l.VEIJ[,NT EL['"ATIONS 5~l GR....CING PLAN ml.1I:s:. CONCFlET( S,REIo.ICTH=45CC F',S.I. 028 DAYS AaSC~fllIO!<J . IoJOT ra !;1o:C'EED 9~ RE.INrDRC[~(NI-.l.sn.. ....t;i'5--.r5. (R"D( 40 LEI>IGIH, WIOrH. HEI~HT T ~j[)T m IJA.RY ~O~[ THA.N I,~" PER rOOI. RDJUlA'E,..~).JT'S . \.l([TS OR EXC;E;:(O::;; INDIAN" HI[)HW.\-r SPECS. OP'T10NS . '''~R'fII\tC:: "OLE SIZ[S &: lOCATIONS. , " :L 1YPF: "t.!" iNl ET "'OT TO SCALE TRFNCH DRAIN DETAil ~~i1~~E""T "\ l/"L"CEMn,T / ~O"TAFl- ,z:: _____ (;,;;oNCf;I-e:Tr. 'O"I<I~C:S "' ------------- z;;r b['. .< '", ....-(r 014.. ttbG a::!J -t: . i' " " W I :,:-'t~oR '18 sTo~f:':::.r 5'-0.01". MANHOLE TYPE H NOl(; TO SC....LE ~ '" ~ ~ " g~ 1"00;" < - > ~ iA .... ..... 9 ~H / R(Ol!CE~ eM) ~w .ii,~ - ~~~ ~. 'ib.Z ~ ~ ~ , ~'::n Cl,l,SS ...." CONCR(T( j I~' MANHOLE TYPE J K L M &N Not fC 5Cl',lE MANHOLE f-- WAXIWl1MP'IPE SIZE \LA;1:I'-"UU PipE SllE TYPE "G" "F' Ar...."'cu. 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".~-~" ~=O"'<f''' IJ) ~,Z:'; Z -g~ o ~ u z <: u ,.... 0:::. ~E~~ ~.~ c< --fA 1: ~.~ .........<U~ CERTIFIED BY (J) -' <( I- UJ C W (!) <( z <i: 0: C ..I <C:: I-~ _Ill c..:; CI)-~ 01- S wC :r: l:l! ;!; I- :r:(/) """~ a:a Offi Z::E oll..J ZIii ~ <C w ~ _.11: U a:lii <C:5 ..J~ U'" ~ ~l.~~~ ~i~ ~ ~i: ~ ;PRF..CASI CO~C ~ /1,l...."'HDlE Q1/17[rJJ JCS 1~"OO2'-09Z0 m SHEET 1'01-0. C5.1 OF F'ILE.j LN-200J,C9Z0,OnCS1,SO \:.'; \ \~) \\ \ \ \ \ \ \': \S,> \~)u:o" ~" ' If~o .~.'~:'1'\c: o. ,","om~~n ~ ;&PlJ~ 0 ~ HU <\' ~~J!:rD~A.jrD IJN"O~~DI;''''IN ",. P~l1If"01'lA.'l'tO P..,,:;' iJpo,lDE~CftAl". SlCP[Uo.~;\;I.lII'\1. A CLllB\ A \ [A \ ~ \ A '~11~ .-em",,,,,"pye ,--c,o," t1-lQ 0, PIPE: (T'fPIC"'Ll V ~?ERroR"TEOP_"',C. UPlDEJiIlR....IN SLCPf a n50%10411'l. " WI.. I. :;'E~ :SIR :P...I... ....8L.~ Fa" n.'.Ofi Eli"'''' m~~s. ?I A.N Vl>'N - nol fT IHi PARKIN"" fiT PI AN: V1rw - Cllj;lB \Nl[T PAVE\lENT UNDE~DRAIN OErAIL ]J(ll InSO,U;: u sono" [L[V"'"" 1 P"Er; C;:ffJr.OIPl[: PU.N St."", ItAJl"IES 6-, i 'R,''fj ~ 5. ,ldlhl i wET POND StCTlON B-B NTlTTaS-c...LE Q.'.~ 1','/1,11'\1 1'",11'1 , L- L:LJ 18 CraJ!II1~D ~Tot<E at .;"~O"lCC> ~QLJIV!l,~~l. e(aOINI'; 1!I.I...-e'2.IAL H.e.h1~ l...JtJoCCl ~ W~~l(to 1i'l1.o "LACE ;Qi>,.Il,II'o, r;!,;r' l~'J[ TD~ Of "I~E. LECENO 'B~- 6tJT'SIDE)i.~I,l-EItIHII' F;'IPl: ll- INS-IDt: OJA'IoI!'.T(rI Of PIPC = ALLIN~iLILBA!'IC"IU5HlLL ~;: I!<,':$TALLEO l,fe.1n I" e",i..A"C(O ~Irrs" '" "'INII.'IUtl '0'_ or o..!)Il1,o,NI:( 5H,o,LL Bt.p~""'IO[DOf'tt...CH 51D-E Cf" THE INSTALl[D- PIP€.. POI YFTHYlENc PIPE ( No121 BEDOING DrT AI L 1,10110 stilL.[ f-7 ACCRECA-TE F"~R__ UNOC..lJR....INS S' C:R:O\.iP 'K" ~IPE [0.10 Lll\llJ~I<CRAJ"''S_ t ~I mCt DF' PAV(h4(NT. J C1JR-R., GlJTTHI'CF< SII.IILAIi: STRuCru~E: 11-1 TH-( PUBLIC RIGHT-OF-WAT IF ',.IT1I1N,~' or reeF: I>F PAItEI.AEf'H, USE: 'S' (Jl'lRRO..... CR EOUIV. CR,..,NUU,R MAlrR:A~ car."p.M'TUl w ~5:;.sr""NO""RQ f'ROCi'OR [J(t.,'SIT)' FO::l Ei,~'I~E T"[NC:-J a....o;rJLL \.tIN.I"z" ~lrN(lTVlIT\-lI1'l5'Cf EDGE OF" PAIIf.\.lF:NT uSE'S" SORROW COllf1ACTEo:on ~nt STANDARD P'RocrOI< OENSIT'r' TO lj~'ot PIP( [l1,l.1.4(Tf.Fi", Jot.'D R[GUtA.QMtKFILL'm ~DP or lR'Et.'CC1- '~. t;QAAolil e~ [QVll(~LLHT ~~J.lUl~;' ,\lj. rEi-IAL {1M'......nEP ro"t~'.I'~TI\~"DARD '~-o'Tojl; p[l'l!JI,.....M roP~ 1'R:E.NCH If LE~~ TriA" o~ WITH""~' I:I'c (:()~I:: 1:1'."" ~A"~)ICIT.lr ~~,lr,rr. 1'11AN ~' '-1:0.11I EPI!i~ o-r .PA~i. .IlR!A, lQ itlC ~';:~ILL~O WlIH n:.A~' MATERIAL nUT ~ALL"l'I'lT,I,~ N{) N.ORI Tl1AJ'f IQ'~.::IHli'" ~~. 2"" :!!1E\f:. Be.. DIJT51[}E D1.1l'tol[lEFi 00';' IN'SIDE DIAMHE~ r:I.. DEPTH ur E([lOI,'lG ~AT();IA-L BELOWJ:'IPJ;: LfCLI'>V = ...l.l INlnAL.I3^C~FILL SHI'.lL ~E I"'''STALLED IN 5" TO IT MV.NCED LIFTS. A \JINIIJVI.l g' or CL[..."....~l.'E SHALL B( F~O\,iiDE:C {I"l- E"Ir,CH 51DE OF THE tNSTlollEO PlpC Or-PII'1 OF ElroDINC MAT::RI^l BELOW QIP(" d ~U'NJ 27' ok S",,I,~L~R 5Cf10 5(J" li~' It L.l,liCER REINfORCED CONCRETE PIPE (Rcpl BEDDING DfTAll NOT TO sco'LE ;BANK or PRoPOS[I) ?DNO ~ p-o.,:c OOTt.!T PloE --\\ fJOTE5: I 3fl'Ol,JJl"l(" PIPE SIIALl [IE PER INDI....NA STAE HICHWAY SlANOM=lO SPEClm:-#,TIC"IS 3~CTlr)hI ml 2 Ci:Jt.!T.FlAC7DFl u#,'r' USE". A.l HIS O?-lIDN. OIHeR 1l1E ...GGREC.... TE OR li-l:; FIL fER, FA.s,~IC OR eOT\-!. Si-O:'E. "".I\'F:IES ~..\ SLOP';: I,'1.R1E-S ~ TYPICAL SEDIMENT BASIN OETA.ll "fOT TO SCALE flMUlE.W \GFl'OO'o{~nHl(WOOJl[l EN!I fONOUE ~o I)lO INLE11J1D , ~ B_llc[' t -7 Gll'W'Ot (00'\ TDNQJE\ '/0 B( lHESAIolE ....SOI'l-ST...~DARQ ~tl~ro:<C[D ClWC~[l( Pll'[ J\S1\1OC5ItH.-.TECC75 Q.ASSO.....aJNDiEl[ t.O~O~ lZmrnrfE I~ fHE:iE OIJ-s[CTl~S$it,o,U tIE II1E S,I.,IIi Cll:"-D~ MD $~Cii=T~ ....s. SPH'lrlEO fOill Rm.rooo::u Cl.JoI'lClfHE ~IPE, ..,~ ',1;1', ct:S,CJ("'~I(:!o.I c.,! \"",...,1 ""1..~loOCu-d~Jr~DLionL) Ri;~TD~';;(\lu.r I"N t>ie '" p(t'~CI( s.-;...l~ BE TI-I( $i.iJ~...S SJI[~:mD f()R Rm;rDRC[QW"'c~r,'E:. ~,s. 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'M1H( IlOi:.!I:l(R " HANDICAP PARKING SYMBOL DETAIL ~Ql 10 SCjo,L( c:- -/ ..,.t SIl)EW~...bL--rLI-Q'- B-orwl"l W(j[ Of R...t.I? 5-6 TO BE FWSI1 WITH C-Uli:B i:l,l,lAP BOTTOM or CURB 1,0:>; (m-oll.) 11 ~~I PAv[lI'" lh,- PR::Fo;<l,4[C---' JCIN} F"II.IER SECTION L-L ~:;"O' - ISLIJP,,,,cmc,.T . ;~ t'<~';i ",,'.' ,.J SFCTION K-K HANDICAP RAMP TYPE "K" J.Jcr TO SCALE SIC(W,5,LI( StOEWA.L,'( (fJ 0:: N UJ ~ Z ~ I- < O::WZ ~ffiS o.>~ :t< I-~ ...1< <cifi W~ :r:Z C;1Ii Z;!!~ <( ll.. - < c: z <C ~ ..J ii: o cJ5'~~~ Z,,""'er ~8~i! ';'lIoor~u 6~~'5.! . ~;:'i;( l Z",..J:":. ~~~~g ~~~~: ::J~a~~ tf)~%'::-;; Z -::;; o i u Z -olj u ..... ~. " t.LI,Z1'~ "'l ~lil!il - ,-;, '" --'::~' g ~ ~"';:c..J1C CE:RTlF"lED (JY CI) ...J < I- W C W I- ei) ...I <(.; ....~ -0 0.:::) (/)~~ 01- S wO J: ~;:!; I- J:lIl ~~ ftQ Offi Z::lO 06..J Zl-~ S:tl~ a:~() ~.c ..I! (J DATE: m 5HEE:T NO. C5.4 rILE f 1~2002,OS20.0nC~"'.!j.D OF ... ~>'\/:~~""""" I . ) lJ" : " :\ \~/~. / ,1t" ' . ./~ ,,__._ " .' /~., .' 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IHICKN(SS) II 'nl .~~"~ "'1'11 [I ~I'III-'" .- - - - 1- 1-,11-1 ,--. _I' i 11=111 111=11 U I P 11=111=1 11:==1- -III III 111::-11 -. -111-1"- S(C'fl.~'~.^-';-A.- ROCK DONUT DETAIL NOTiO SCI\Lr Q!.IQi fR~~1 ~~c~L9N TROt NOTE: S.H....W 9ALES SI1ALL BE P'L',CED' Af\lD ~!\INT^INED' IN 5W~i.E_ j()PR[YE~T SILT...ND ClreRI5 Fi1'm~ ENrr~INC INTCDO~STRE:"'M DH"'I~"(;[rACJlITIES CUI':ING ....U.-C()~STRUC- 1I0f.,J Jot.lDSHALl REIolAIt.lI~ iPl:Jr,-CE l)NTIt, ..C[OUATE VLC[i"'T~O'" IS ACHI[V[O wJfHI,'oj ~E sm;- SU~11 S1R,:,W 9~l[S:S;'M.L BE FIFU/U S~c-LJR[[l THE GROl!N() WITHfTNCING- ~--"'. DRAINAGE STRUCTURE SEDIMENTA TlON CONTROL J,jIJT TO SCAlE NOT[~ SAI<'D BA[;$ SHAU 8~ PLAC(!J A"-lO l,l,;l,IJ.;l,',I:o.IE:D MOUND NCW\.... C-O"lSTRUCTE.O ORAlNAGE STRUCTlIRES. FILL aA.GS A,:I?RC)i lid,..., TEL y I.W~F FULL WITH 5A',lDDR FlN['ORA.VEL I:l,w,cs TelB[ LAYERED l'j'O J :HICH AS N([O[C. ,.,NO !O Rf-)UI.... I,. PLACE U~lIL SHE WOClK 1$C-OM:lLETEC. DRAINAGE STRUCTURE SEDIMENTA nON CONTROL NDT TO'SCAI.EO !>IDTE; 5T~^w S~LES SH,litl BE PLACED J\NO loI^,NT^I~'EO A'1:0UNO NEWL'fCDN'SJI.uCTEO UR"It.lAc::t: STRl,.iCILJr<t:;; 1O,P\'lE~N'T SIL I' AroiD OE8_'!IS fROM ENirR1N~ DO....NSTREAJII DR....INAGE fACILlTI[S Qurrl!.lG I'.LL C(lNSTl'.'UCTION "'-~o :;K,o.LL ><l1.t....IN IN I-'lAcfL.Jf>lIL Sill WlJR~ IS C(}r.lf'l[T[O. ~tlo'lIN 10'R" > ~ & ~f.:';o . v DO )'" ~"';:r\O-;;:-~O~ '5Dn~~0, : OrJ6v.."q;~oV0.' ff c- '. .oq;'n~O! . c>. br>,-; Ooy '0 bOo O. 0, b "'Ooo OOO'-iJ;-O' ,g()=00< Q' ?-O, o. O' '()~' 00' ~ '06 a . a .' () . a 'c 0 :J 0 . {} 'i' n, '1\0- . . 'o/J ~OOd)~o.(J~)).'\J.."',ooac..J::. ~o~. O'oDP:tt OCbo?'l1 . "0,,0.. O,O.:,o,1'-hq"nl1 , q;o,~' . o 60' u a .r: t)':J" '-fl)V r;Y 1)0 '~'6~ri'~~flfft~~'J$?(,O~~'~:;? tb'o~b"nqO '. ,:;:,'i:Jb c.-....: 0 Gcao:oL,,;n~"Oc'r'" =-O"'!b 0 COo 'O.."v:-' a-, , =. o'-"J '/00" C'i . ,'0 Oo"~O",;;y?:ooaOO(,oo.O~tyq,i .vM."-> ,0. "0'000 0$ ~oo '. ,'U" oU 0 1f" ..'". , , ~~. -e.MIIY.iorO.2/ CRUSHEIl STDNE- o w , ~ < GRAVEL CONSTRLlCTION ENTRANCE NOrm~ALr '-III-III-III~III-I 1=111=111=111=111=111=111=11 =111=111=111::-' =11~11~11131~11~IIEIIEIIEIIEIIE.II~IIFIIFllr -1"-111-111-111='11=111=1" .. '00 275 150 115 "JO SLOPE 175 LD..:GTH 15-0 rl. 125 >00 " >0 " , I r1LTER f~BRfC -: ~: I I WIRE WOOD PDST NCrt:: POSIS 5'-1"'lL H,IV( ,. IolINI~U"" lEf.,J(HH OF J6 INCH(S P~IJS BU~IAl OEPrl-l. pest lJA1'tRIAL SH,o,LL EE 'NOOD. STal, OR S"l'NTH[TIC. AND SH"-LL BI: or S-UFrICI[J\j r STRENGTH 10 RES'ST CAi,4AC~ DURI."G 'NSTALLATIOI\oI "'NO TO SUPPORT ...PflUEO lDACS. [XTENC ~ A 8-IUC Ie wiRE 10 '\-" BELUW SvR:f....,CE r.4.9RIC SH....LL Sf A WDYEN CEDTEXlIL-E FA-8R:IC CONS.ISTING o-r STRONG. ReT RESISTI\NT. l.l.ATE:RIA.t5 RE51SlMH TO VETu.IORAno'l fRCI.l ULiR.II\lIOLET AND f.lE.~T EX~OSl}R:E:. SIL T rENCE CONSTRLlCTlON ."IOT TO SCALE A B J' " ,lJ' r ~ '" L x - '---- . x x 1 S,,,PU PER SQ. 1"0. '~25TAPL~-S PER: so. YD. G-ENE.RAL STAPLE RE.CDt.O.t[IiDp,JIO~S ,'~- 1 I " .f r-- I 'L " C SEASONAl 5011 PROTECTION CHART ,,-,,"" 1q~ /t....R.j M"~. "'" ~N~luY AUG. ~w p-F;AcnCE ,.. PERMANE~T S[ED'~C - -- r.--+- - ~,LJN HJ PARTlAt "'- .1/1 I//IIII/Il. SHA[J( PERM,o.NEi'II, s(EU~NCI I olill/llilli/iII 0 1'1 I I P~JHIAl,5I-1ADt 10 8 SI-IACE: PER:MANE:-J, SE:E-D~N,- c~ -'/11 IINlill/l' - I I"lO"l.If<RI~ATrD ,1/- ....P:(AS W..IPOIO!M'-r' I 0 'I- I [ - I SETlilHG -0/, I/Nfnll- I" , I lJuLCHING , , I , I I r. ... PERNA~ENT SrHIING - SUN ,D PA.FHIM. ~,HM]E KB<lI\JCi<;.,..EJLLJ(CR...,SS .,'5 La::;.IACRi:.: CR-tEPING ReD n:s{;u( -;'Q U2S.fA-GRE' F"'IN!: r[xi\.1R:fD ~'f"E C?ERE,"lNlAl) i05LBS.!ACRE PlUS 2 70NS ~rFi^w I.IUU:H/.o.,CRE, .:loR ADO ANi'o'U....t. Ri'F; GRASS :W I.HS-!ACriE I) = Pl::R.u.6.NENi SEEOI.IoJ.G - P"RTIAl SHAOE: l{J SHADE i'iENTu(XI' (RULGR...s:> J5-llJ5.fACR'C; (;PCPINC I1Eu rEScuE 2m LlJ'i/A.CR(: f1NE TExTuRED ffT( \pmlNl'<IAL' IC.5 113S./AL.:f{[ PLI)S 1. TCN~ $TR'AW MUL(HiAC~( Oil ADO Ar-lI;lUAL R'1"E Gf(ASS 2C LBS)ACR( c " PER~N-J(Nr SE:EQI,'1C - NIJN-iA-RICAT[:D !'1REAS KENT1JOC-i' 6J..1JEG~AS:':; 57 LETS./A(R(; CRE:Ef:'INC ~E:D Fl:SCUE i'C J...8SJ,IoC:J;E, rlt.'E IE;:)( Il,JRED R'I'F.: (PF.:FlENNI,oI.L~ IS': L5S,fACR[ PLUS :z TCNS ~mAW !.IIULCl-1i.ACR'E. OR ,o,OD ,e,1'lNU},l R~ (;R!lSS 20 LBS,'ACR"E D = ;;PRlNC OATS:! SlJSH(LSj....CFlE E "'- WH[A r OR ffTI: t (i:lJSHi!:lS/....CI'l:: , ~ ANNU,il;l'fE CRASS '1-0 LBS'/ACFlE ( 1 !.S,iOCQ.-SO. n ) r; ~ sm....w t.lUlD-j J. TUNSrJlCH!:. ...."CHr;... will! ASPl--IAU[MlJLSID-N}d A R,,/[I}!" JCCofC,I,L PER i\CF!:E. m;:: SLD~S CFl EA TEFl NA~' o!.; I USE ERC'5TON CONtRQ'.. e~,~I\IKEr ACCF.PT"'-I;lLE.TG !..O-CAL .-.lIJl-iORlTH:';i.. '/1/. _ I"RIGII.,IDr. NF;i;;OF.:O DLJi?\NC Jlj."I(, .JJ1.."r",AUGIJSI "'-NIl/Ol; ;-;'EI',(1.460< ~ COi'HRACtOF IS RE'SPCNSI8:LE FOR PROVIDlNC iEMPORARY SE.EDlNC TO CONTROL EJ;OS-ION ;\S Rr:CUI~E"D e'f INCIAN/I, OoE""AIHUE.NT 01=' EW1I;:O'l~e:}JTt,L t.,4AtIA.c;E;.,oE:t.JT x " . . x EROSION CONTROL ~o~:O Iftt(IALLA TION GUIDE DETAIL 2 SI..."L:(S r-m so. '1"0 C B C C B C A A B B 4:1 .J;' 2:' 1:1 SLOPE Gi~ADlrN7 CHANNEL LINING ':!,OIE.S O1JoNNEL LI~I),j~S l,/11\.lZ;: STAI'U ~"'TiElt!>l 't' l'III'HAlJOIII(IN^L 'iIAPU:50N sloe SLOpes, AT f'RO.(C1ED "'ATE~ LlhJe. 'ST",PlEQ",nums "'~i:l."" la A~L '-lORn.. ^1,l[RICAN GREEN :EA'OSI-o~ C(;J.I,-=l-QI. Bl.J\N~~TS. 51AFU PAnF.~N.. w..,.- LJ}'lC'I' lJ{PEl,iQlN~UPClhJ Sllll WE AIwO..l.VI;:<....G[ RAI.wfil-LL .... r S:.COiIE '.[IolCrws. ~EAiER T",...~ ~oo nl:l OR' WM~Cl( OR~:h'AC( Q',(R lAR'G<: AR[AS rs OI~EC >EO DNfO T11[ m..l,M(er.i, S[AP(( l'....lI[JI~ '[;'" Sl-1m...C l3[UlIUZED. (/J a: W z ~ a;:W~ <l:.::J S c.ffic >~ 0( J:j!:! 1-0( ..Jffi C:Crn Wz J: Zolli <1)..1 "'0 <l: Q. - 0( a: z c:c ~ ..J ~ () N o N CD oj' oz.r-.o ..; Uoo;~, Z~~~r a--ll-~"" ~ "~ ""'FC''-' O~:~n~ Zj~f>i! :w...J-<:- E=:~'~:3 ...J~Z~: ....... eo :!;::';i ~...,.o...,... v.l;:: Z::.; Z -at o 3 U Z <: u ...... p::: ~ ~j~~ :::S:o ~,E ~ e ~~ ~";::(,J.~ CERTIFIED BY OAT!', I DRAWN B'I"=I CHK'O BY: JOII 1<10, CJ) -I <X: I-- W C ..oJ o II: I-- Z o u z o en o a: w ..J <J::; I-~ -rn o..:::i (J)~~ Of- S wC I: ~ ~ f- J:(/) I-~ 0:9 offi Z:i oll..l Zf-~ <(l:J~ -!=u D:rn <J:::5 ...JIR U,.. m SHEET NO. C6.3 F1Lr i 11'l20Q/!.09iO,Q1J_C53:CaJ 01" MAINTENANCE REQU IREMENTS FOR EROSION CONTROL MEASURES TFI.AI'(j~AR.,..c:tAvrl COJ.J~TR\}CII()~ ENTRANCf ~A.Il>lTFNMlr." R'CIJlRFMFNT~ 1. r"'SPEJ;r [t..IT~"'NCE" PM ANO SEDIMENT ~.REA 'r'ot[1\;1. T ),NO ...rT~R STORM e\r[i-.lis Of I-ttl\.VY lJ5t: 2. R(SHA~E ~^C A.S NLl"Ct:O '0'" Dtt....lloJA-GE At.lO RiJNOFF "COr..lTROL, }, TOP 1J'I::;5~ 'o\;'IJH [:LC:A.f'J ST(JNE",S NEEDm 4. IJ,olt,4EOIA l(L'f RWOYE MUD- AN'O SEDt~[Nl TRJ!.t:"iW O~ ",,,,SteED .ONTO PUBLIC ROADS S-' BRUSHING DR Sw::E:PIr-,'C" rLUSi".I:-lG SHOULD DNLl BE u5E:O iF" THE wArE!; 15. coNvf'l"f:OINTOA- S[QIl,t[N'T ROCK mAP OR B....S;IN. 5. REP....I~ AN't 3=tDl\:[l\: ;lAVE:~[N' II.I~-EDIATELY. Sill H~Jt.f MA.U.rrrNANCr fU"OIJ1RF'"I..FNT:S 1. Il1srtcf nu: :;ILf fENCE-F'ERIOD1CAllT^NQ AF"iER" [AC.., STORId [\I(Nf. 2, IF" r...SR1C TE,I>"RS. Sf MTS TO DECOIAPI:>SE, OR I,"l jIo_l-J'1' WA" B-E:':>~(S IN-EF'FECTII,'E. RtPl.-"'C( THE ArF'ECTED PORTIO'" I~MEDI"" ~l 'r, J, R(J.lDVE llEPCSITEU S;::OII,l[NT"HHEN iT RE....CIiES H....Lf Tl-lE HEIGHT Of THE FEI;CE ....T HSLO'NEST POINT DR I'SCII.IJSI"''GT~E F-A8RIG ,0' BUlCe . -, -. - - -- --. ~. TAKE: .cARE TO AVOID UtolDERM1NlkJG n..u:: F'[NC[ 'DUFUNC CLEA1'iOUl'. 5, ",fl(R'TH[ COi'l1RiOIJTING: OR,o,:N.'IC".E: MEA HAS OEHI ST....BIU..W REr.iO\'E: THr. rE~CE ,A.ND SEDI;.,.,f,-Nl DEPOSITS. 8RII1G TH(DIS'l'URBrD ME,t. iDCRME"ilroNI:J STA3IUz:., lR.QSLQ~r~lBQL.6~ISURrACE A.PPll~l ~AtNT]:'r-WK( R(QUII"KIJ(NiS I. QlIRIJ,;G VEGETA.TIVE (STA811SHI,.I;::N1INSPECT AfTERSlORl.l (VENTS HJf< "-1'1'1' [1'<0-5101>.: OHOW HIE BtM..IKET ~_ If ....-N'T' ....!ilE.... SrlOWS ER'OS-lcJ./,j PuLL BACK, Tl1AT PORTWN Gf THE: BL.J,tWK~T C-OVERING-IT. ADD-SOIL. RE-SEtD iHE A~("'. ANO RE.I~"'Y "'NilST^p~C THE-BLr.:NI<;.E:T, J. ....rrE:R-~CErA riVE ($ T,IlBl1-S"'l.AEhI T C~EC>( THE 7R-E,ir,TtD )If;E.. ?E.=! 100 I-CAU y. SAHQ,fA.G'INLET SEDII,.I[l.'T BARRIER t.Aft,.INTE."!ANCE-REOUIRFI.lFNIS 1. INSPECT F"RE"Qu-f)Hl.TFiJ-R DAMnCE 8T \lEI1IOJL,o,fl'l'RAfflC AND REPJl.IR Ir NCC,ESSMt"1'. 2. INSFECl ,6.Fl(R EACH'S10RLl (\<(NT. 3. RD,.IO~ SEOI~ENT WITHOUT'Fll'5}ll!'JG WrlEJ.J IT REA:;:H(!;i .....ALf THE H~IC;HT Gf n-E:'E....R"I~R 'I. OF::PGSIT RF.I.I.O"'{:D 5EDlld(NI.1ffl--I[RE IT WILL N[)IEIIlTm SWlni [)R'^INS STf~AW 8ALE INLET PRUTECIION t..I,oI,INTEN.lrr.NCE REOUIRD,I'--IHS I.. I"ISPE"Ci 'THE IN\.( I' Il'RoiEcilON AFteR ~"'Cl"l STORM [ltOfT, "'NOl.l.."l~~ :-lE"DED REF,f,IF(S Ii.fM(C'I,.,'iEL '[, :t.. RE"'OlfE SEI)~MEl.iT nlO'o,j TJ.<E P'Dei... Jo';EA TD WSURE ,l.,OEOU).TE" RUI>,IorT srORJ..C;C: fOR n-IE N(Xn.AIN. TAO:ING CARE; NOl TO 0.....101""(;[' OR UND(RCU1 n-q;: ,tl....I,f.~, J. WHEN' THE CO~ji;!IBUilNC DR....INAGE ....F![-' i-lA5 e[EN'STABlll:t.ED, RD.lOVE 'AU BALES, COI'tSTRUCTION LlM[RIALS. AND S[OIlM:NT /ol,JD DISPOSE OF P'ROfl(Rl"1', DRA.[}E ,fiE [lISJUrl9-W AR::A. TO THE ELEVATIDN 01' TIt!:. '1m> OF lHE INl[T AND sTMnlllE ~...Ml.llJI1E.Jt"'P l:H",r." 11....1.1. 1.I.^INTFN"'''f:~ ~Fl1lm.rl.l~M1C; I. INSP'EC:. ,HE STRl..ICTURE MTEq E"'CM STORl.t Ew::~r.REI,lO'lINC ,SEDII.'!ENT I\N[l ldAKING NEEDED ~[P^IR~'jloO,lE[)lAo f[l Y. ' . """,. - .. , 2. !:HEel( CHA"-'loIEL OUTlET A"-lDROADC~OSSII'JG'S fOR BLOCl<,IoGt:. S(DIl,lEll,lT, EAI-,IK INSTA.BILlT'f ANO ."'I?I"C- OR'SCOLJR H.GLES. RE?A.~R "SNEGESSARl'. .l WH(~ iHE,:CGr>:T::ii3uilNC,DRAIIIi...GE ARu..HI\S 8E.EN,STA5ILIZEO, 'R[~OYE AND PR:OHR!.. '( rHSPO~ cr AN''T' UNSTABl.E sml~OH AI-.!D CO!olS:T-1l1CTION 1.1.... T[RiAL" ANQ- R(-ST"'BIUZL SEQUENCING QF CONSTRUCTION 0,0\ 1ES ARE p,PP":DXI,-"A iE, ANO S~OU[NCIt.JC IS SI..'6':'[CT TO CKANG( P:ER ~O..,i[eT CONDITIONS-. CiJN5TR'UCflOl,J 10 STIo"f NDI,'["-413EROF 2002'. ..,WHl<:S~-4 eECIf,/ INSTALL,UIOl\I-/JF f>OND 'lELOC-'TION. Ir-.lSTIloLLATION oF' t:li05.IDN,COi'HR:QL MEA~A:ES., itUILDINC orw;l\...JTION. 2, 'NHi<S 4.1:2 lNSTAlV,TiON Of' STORM/S).NITAfl'Y liNES. BECIN SIT( ClEAI(ING!URmWOfCIC, C:O!..lSrRUCTlON Of DETfNTION FlONDS, INSTALLATION OF EROSIOloJ COI..ITRDL BLANI\:ETINC "NO ROCl< ClAIIS. J. 'NEEKS 4.':! l.IA.5S D::C,l,I,'A1ID~ fOJ( ?,6,Rlo::it.;C STR!...ICTURE A,'\!D 110SPITAol BASE~ENT. ""_ WEEKS 12.24 rcl'~DA,nCI.l "kiD CARAGE C.(}fls,iRtJcnON' s_ FEI3RU.4.R"I', ;;'003-DE<::' 2'004 CON5TI-ILJCflCNOF lII[W 1-I0SPlr....L 6. SU~IJEft 2004 f>A~..;FNC '.or CRA.D-iNC, PL,o,CEt,([NT Of ,o,.SPMAL T. ? ALJTul.l>oi, 200.. SIQEWAL~Si A~O Lo\~D5CAPII-:G )oj;:OONO lolOe ,6,NO CEt.ilRAL PLANT. TH( P....RKIN:::: lOT aN '!HE $CUTl1wE::>T CORlo'Eli. T-HE ",...iN QR~\'( FR01.l CDUNT1' ROAD WDN INTO THE ?ROPER ry. A!oID THE SERVI:::E ~C,IoD A T THE J;1(AoR OF THE SITE OfF" Cf -COUNTY 1;:0",0 UJ5C( WILl.. BE 9,o,SE,CQ-i\TEOo wITH "'SPH,"L T IIf THE f...Ll OF' 2(;IlJ2. TI'iE >l=>Ft'iHE"AS1' ?Mi(IN-C ...RE.... WIU BE 8ASEO WITH 5TC,,"'( TI-IE FA.Ll OF ~()()1. THER[ WILt BE Tl-IR'[E ,Eo.lP(Jli!ARysrONE O~I'I[5 I~TO Th( aUILDi,..C 51'11: FRQt,l THE P-...RKING A;lt...S, TI-I( ARE'" EAST OF E>:IS1INC BROAC ACRE: DRMi: WilL io,IOT BE OEiJtLOFEC U~TIL S;:l~INO OF 200'. ~ ! ~ ~ . , < J ") i I ~ ~ ! ~ ~ ! ~ SOIL AND DRAINAGE CClARACTERISTlCS EROSION CONTROL NOTES' FREUOIJINA TF VFr.F1AT[rt_'l' niE r.l...JORIT'1" Cf THE SITE IS SHDR'l GfUSS TI-lE [,I,'STERI." r.O..IIO..... IS IIoOOOl.ANO. I. C:DNSTRUCT~CN'ACTlV1rr SH....LL. COl\'SIS-T or UIILlll,E5. ORAII\!A(l( SWA1XS, ut-mmCRDI;ND O[TUHlON S"'SlN. BUlUlIl..IG CIJN5TRLJCnCN "'NO'P"'VI~G . ADJActN11 MJO USES TI-iE LAND TO NIJIHII A"O [:...5T 1';; .Rt:'iIDENn....c f~1[ tAND TO 'l'I-IE wES11S -COM\,.IEFi:C,...L AhlIHt[l)ICAl. T-HE LAN[l TO TI-1( SCl.)lli IS H6~""'''O BUSINESS PARK 8;:'fUNO, ~ Pl(~uu.I;..j"-R'fCONSTRLJCTic~ S.CH(DUl:.E: EARTH'tr'O=!K 5clALL 'E1EC;aN fhl: r....ll "2CO~: .INS r ,lolLA rlON or S10f.'1.t ')RAIl..iAGE: ~T>llJCTUR'e:S OSHA1.L :8E.CONC1);(J/(lH WI'Th CAR'II-WIORK. 'SAI'1IITAfilY 5Ey,.[R II>lSTAlLATtON Sri"'ll COiV~IENc(UpaN C:OJ.l?llTl{lNOF ROUCH GRN}ING_ WA'tR \,IAINSAt..'D'RE~,l\.iNlNt- UTILiT'r JN5TA.l.LA TloN' 5rv.LL ~D'"~tENCE"Vr'O!J C'~~~nION OF S."'.NHAF!'1" stWE,F;: 1l\i51AlLATIOr.l. _Flt-IAl.CR,I,i)It.:O,;ANO .~""'''''INCSHAll: O-roJliI AF'TE.R ,HE BLJILDING'S,A.~E CONSTRUCrr:O: CCl.l:P,="E'l"I[}N OF Ti1E: Plio-JECT IS'ANTIGIP^rl:O~'f SPRING 20D"I, tHIS SCH[DliLE IS S.US..EI:T TO CH""NCE ~a(1-''TTAR _:""1 nOI1PI AlNr; FIOODW,:.,'f rRlN'";F~ ANn _:'"1 c::onWA"'~' THE'SITE I'S ,'l[}TLOCArro WITI-'.I.'l....N'l' FLiJO[)P(....IN, Fl.OODWA'T'Gl'< FliJOOW"'-'T' FRLiYCE...S lI\iDIC',4:rED eN TI-IE' rum I~Sult"':.I.CE ~ATE \.lAP. D.~).IN,o\Gf F"EATURrs. .1 lN~O A.UERATION IM-iICH,SrRIPS- >Hf.lJ.NO OF VtC2TA TI_:)hI;I-~ClllOINC RECR'AOoINC, S-I-lAll BE DONE IN A WAY 1HM WflL ldINlldllE.!:lt0510N. 4. CO"'!~"'CTCR SHI'.LL COJ.lF:'L'T' Wl11 ^ll STAiE Ai'JD lOCJl,L O"!OI~.IANC(S.rH.A T N='F'l'1; 5. T>-lIS PLAN SH,o,LL NOT BE CDNSlDEiRlODAiL INCl.USIY[ AS THE:" CO"JTrtACTOR SHAll il'lKt All N(C(SSAR'r PREC:WJ10NS TO,PRE:VE:NT SOIL S-DI'i.iE1H' F~OM lE.......1NG THE SHE 15 "'D(lIII'ONAl[R05ION,A.IIID5;;DI~ENT [:[lNTROL l"IIE}.SURts SHA.LL 91': iL'.r51.i;Lt[o IF tJEEJ,lI[O lIIECESSAR.,.- a-, ON SI TE It-IS~ECTlO~. PREDOMINA TE SOil TYPES. 1. 5[[)IJ.lEN1 LADEN WATER SHAl'_ BE Dn.....IN[[} I:Y ER'OSloti GONJROl.'PRACilt::ES Mi NEEOE:Dto idlNlldllE SEDI',lEN1Jo,TIDN Ir-ITrlERECEIVIr-.1C STREA~. NO ST)R~ WiA H=':~ SHI>.LL '8E D1SCf1!lRGEIJ FROM TH( '31 T( IN )" o.t,J.N'-!ER W.AT CAUSE:5ERCSIDN }.,T THE: POINT Of J)ISD-IARGE Br Brooksllln S'II~ Cioylo<lm 0'''' Crl:lSo.y Sill Locm, 0 Ie 2 ,ereet1: ~1-clD~5 e. WASI[S ....NO U"-iiJ:SE'D IlUlLDINC'; MA.TEf1:llllS SJMLl NOT B!: ALLOWED TO-a-E. CAR::lIED fRO\'! TH:E SITE BT 'SlORi.A'WAnJ~ RUNOff, PRI:)f'E:R 1j1S-P'C$A1. or ....lL """-$T[5 },ND UNlISED 8LlILDING ~A rrl<IAL5 IS'R~OUIREO 9. SWIMENTBEINC TR....Ct:ED ONTO PUBLIC -OR FRI.........TE RO.lrr.OW"'YS 51 I A-l.l [].[I.lINI""llEO. CL(,I,C;::-D'S(CI\,II;:Nr SI-iA.Ll. 6-[:' m::,n.:.;;,;:Eu T'::'iHC:5ITETO~'u:S?OS':"I.. .,C). SOIL WHICH. HAS: ACCJJI.,oiULA TEC 'NExT fC'EROSlOloJ CON'TROL OF;VI:.:E,;> $HALL s:; r:OI..lEC'iCD At.I[} R(CISll<IIJIJ It.:n O!-J S11( AFi~R E;ACl-i RAltolF,I,Ll EVE)'!, 1\"10.....1 LEfI,SJ ohler A WE(lC 11. IF IN'SJAl.lJITlON Of -ST-oi~1,t ORAI"Mii: sr::l1rlol 'SHOULD ftr I~'T[J;.FLJPT(D BY WE.... n-tER CR~I(j"lF"'lL. TI-iE ~IPr: t~os S"AL~ BE CC;\lEREO wm-J FJ.(.T(R r ASR!C. 12, E>:lsr1Ncve::CCf),'l'jON' SH,i,LL EE PRE:S(RVEO ~N ARrAS l..IOT DIS ru~8EDo l.3y COhl'SIFUCTION ,6,CTII,.IITY. ,3. TH[Il{: ,!:Ilr NO. BOP~ow .\R(A'S. 1'1-. ,'ILL APPLICA.8L.E: EROSION CIJNTROi. ~EAS]JRE'S SHALL S( PLAr.ED 13EFORE ANY lANO OISTlJRl;I"lG ACTll,'lTIES. I!;_ 5CHEmJ~Eo-F EiWSION C(]l,JTROL J.CTlViTIES 0) INstl\.LL 5^ND Mc;s A.',OUNO INLETS 1l,t1ot[[;Ir\TELY lIPON COIA?LETiOiol Of THE STR~CTUR(. REI.A:CVE SAND eAtS,FOR ;>AVlf.,J('; I..lP(RHIO-N_ REi"l....c:E SAtWO FlAoGS AfTtR PJ.VING IS COt,lPLEiE. S.ANOBACS SKJ.LL. RDt_Ali'II I~ PLACE UNTIL '#[C[T.4.TrQN IS .(SLl.8lISf-/~D ON srrom "flEAS 3;::"-111'.10 I'HE CtJRB o} THDlIRMIOtolOf' fllJE w;Jlc"a,N ....RE'" RE\lAI'I..IS ;:XP-OS[D SH"'-LL'9E KEPT ro,6, p~Ac:nC:AlloltNI"'UIoI [H[ A.rl[}. 3HAlL O{'SIAfJll:Il[O"'S SOON....S POSSIBLE T[I,IPQRAR'f V(G(TA hON Qfl IdUl.CHI~G SH.-.LLBE: L''SED 70 O>O;:OT(Cl'ExPOSEO AREAS IfPERI.,I',lo"lEI-,lT ....EGl;;fATIQkI c:....NNQ'j BE SI:(O(O WITJ-jIN" (J...YS'OR....C"iIVl f'T' CE^SES reI< !,lORE Trl....N .:21 D^-'T'S OR.....S .)IRECTED, 8'( THE tNG1:NEtR c) roPSDtl ~E:FtLA.CEME)fT SHALL TJlXE ~L"C:E fROI.4 IdARCH ., TO G-c10BER -", STOCKPll!: TCPS01L /to. T AlL OlllER II~CS. Or THE "r1':A~_ .; PERIoI"'.NEi'lT ...ND fiNAL vf(;E1A.TION A~D'SIRUl:iURAt f-fiOSICN CCt.lTRDL l>E\lICr-S SHALL BE JNSTALLEC i11ITH~i-I SE'Y'EN \1) !JAYS ,An'ER rl~JAL GRAoCll-lc; l;:R "-'j''300N AS PllSSIEllE Hi. CDNTRAC1D-Fl'5HJ\ll BE Fl'ESPONSIBLE FOR nUNG A NOTICE Of INTEN1 WITH iHE INDIAN'" DEPMHlIIENTOF' [J.,iVIR'QNME!'tTAl J.AANACO.jENi 11. ",i=I'PL 'T' rEF(nllZE:.~ AT ,., R.-. n: A.OCQUA TE .TCI P~()""'ID( 1 La. OF A.Cn,JAI,<~ITROGEN PER' ',OOO'SOlJ"RE FEET. USE CO'oAI.IE,:H:"IJll- [OflAlJ~ COI.IPLEr[ ro. r~lIl(R OF NDJlR,o,L CH...R"'CTER CONSlsllNG Dr (...sf AND SLOW RfLE,o,Sr NITROGEN. 50 PE:RCEi-IT' DERI'JEO FROM 1'II,l, WRAL ORCANIC SO\.IRCES :OF' I.IR[A~rO.FM. PHOSPHOROl.)S, ~N'J LN F01.LCWlhlG CU....IJ050IHON. 0) f(RTllllER FOR L,o,WNS: PROVlo-~ A r...STR:EU....sr FERTILIZER v,'ITh ,., CO<.tPOSITION -OF 1 LB PER 1.000 s.a, Fr. 0'- ACTUAL .NmOC[N, 4 PERCENT PHOSPHOROU'S........4O:2 PER'CEI{T ~aTASSIUI.t 6V 'lI.(iCHi j) SLOW-R'[L[ASE ffIHIU][1'i: fOf! ii'l(~S "'NO SHRUBS: CR/lNLtLAR rEFmuZER CDI1SISflNC- or SO f)E.RCENl W/<l1ER-I~S~lL.IBLE t-,lITROCEN, PHOSPHO:f.iOUS A~D POJAS$IU\I ,,",,0[ Ui" Of A r::Ol.l~OSITlON'ETYW[II::;~r OF 5. P[RCENT 105. ....DD Lll.JE: TO rOi:5011. TO o8TAiN A ~H rV,NCr OF' 6.D TO 7.0. UNlE SHAll-StAST'" C 1302, CI..Jr,~'S ,l. .....GflICllL!lJRAl l;IId(ST(:NE caN'AI~lNC A "'lr-Il~L1~ OF 80 PERCENT CALCIUM CARBOIiA TE EOIJIVAlENT, WltH.A. ),I1I.JlI,.(0~ '!;ll PERCENTP....SSING... i.lO:,,~_Cl._~ fn.ff..l SI(VE: A~[)" IJINIl.lLJIJ 7SPE-ItCENT PASSING A. NO_ 50 \2~ I"IICRtlUi::'r~;:) SI['I'(. '9. C:Ol-iSTRUCTICN T~A.FFI~ SI-iI,l.l.ENTEx TI--J[ ~I n: ~ T OJ/IllES ""1 liCit ARE GU"RWTL'l' P'AVED. 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SN.2 OF nu ~ ...2002....70_0'~5M'I.91I_SNlPP '-I_A':" TOWNSHIP SA.i"mil~T S::W[R :SP['CI::'IGlI.rIOOS (/) c: w Z I- <c C::wZ <(::J< a..ZC ~:!!: ~< I-~ ~-1<1: <(ifi UJ~ ::tZ . o/lf "'S> Ol:i '.....0 <C n. - :i2 0: <I: <C C ..I 3: U 1, 5lO"U~rl;l ~pedji.::aiiQf'~ ollne Dislric~ ond Indio,,>;] [Jo;lpo'lment.ol T~a"spor!oiiO'1 s"p1~ (lPl:ll~ for.ell woek and m.c',enals_ Pip,," ~ho~l be ,...!!:ldleQ in occ:ardo",t:! wi!}, Seck.". 715 11. ^Il ~O";'~Ct ~e'"e 1;l\e~ lJpbl'\ ~c"":[llelicn "ill -bo:.: req'~i(e~ to ~tJs!;. g lehl p~e~~..r~ olr 1nd Scli~ l~~i ~r.d be r:<)r!dl,ded oeco,-ding I~ A.5TM 1417c92, nnd ~C1llbe ...i\n~sscd b~ On Engine~r ond 0 repre~en!.c::lve (ll the ClI!:;rrl~l.' me le!!:!lnq sholl b.., in. a[;c:ordUll-~e ..ilh T~l:Jle 1. A.dd O_::lPSi'J ~Or ~il-C"1 l(lol 'of ..(jl~r abo"-~ tr.o1: o;.e...er j,ne being leile,~. ~ o ~ (Q ~ d6~~~ Z~~~J o....tt; *:'J c:;'i 0; ~q Z~%; ~~ ~~8 [""""'X '!"I:Io"" ~~Z."",,I o :'!:;Z~ ~~ Q~.~ t".I)r---~~~ Z 51 o J U Z :..( U - 0::: . tLI ti '~ e ~~~.9 .A4 .~. ~ ~ ........"'CU"'1 2, 5!lnitor:_ -;CINr-r pip~ :O;Mo11 b~ lOve l-n cccordO,.,c(! ""ilM ....;;lr.I []".IDj4 (5 [}J'i. j"l-) MCl A5H'! :13='1. ~Il:: pj;t~ ~""Ij "Q"~ ~roo'~d bell on<;j g051<el, Th.. 1J'1l~ ~i1Q11 bll" maQ'i'! Qi ::IVC plQSUl;; ~n.ing" c':.,11 el.....~;f;~tlli(l'" ~112-4-54U. 12. !.h:~"~~tior'\ l~~l~ ,"'0:1'1 be PHl'OI:":","d"" 011 /lc.,M~. Otj'l-e -e~t~r lM-e ll"'"~ br.l~kfHI ~C1~ O:'flJ"l in olo~~ ot I>:ost JO di:l~~. t-'o olce siloll e~:ee(j (l 'wer',I~c~'cefl-ecli;Qll:tl':!e~'i!~lIon ll\!!<L CUllu1lz:, (.n'll 1'OIllll""inqgr-\l <;:'I:"..~iderad nllf1-r,elCi!l-lll piplI~; I::"p~~r.te .Il1p'lil, -uu.;:U.. icon ~~\l o;;l:l5l1i~1l Qlp'IilJ, T\-11 d~f1~<;:C<;:n ,e~t ~h-!;;!I:":J~ o~rlormij-d ,o/H,", '01 rlifl-l,l-PQ,nt I"nning ring~ ~h:J11 be c-.a,loble. iJ. All mandrill Ili~li-rl'9 slllJrI ba .mserVll(j ~~ oprOII;'1l'6i.~"'(l11l"9inlii~r ~~?r"'S~l1lot,v~ lor 1-4. ~:ti:j;~~;~~ 1~~:;~I:r;;r~"'~~~~~I~~,:~~'~~'~;~~~I:~~a br,,:~d ~Ici..lic ~;"c Or ':Gjl ~c;i'~bi~ cl - w\th:!liO'-II~lnli 0 I'C," nre~~I..e' [Jir 1~3i wilh(lu1 ieci'k09~. 15. 8eddirll;for' n~~,bl~,pi,p~~holl be No. 8 ul,Ished 9(one 'rem 6-i,-,eh8s bod",... lha pi}'! lo Ii" i~:e!ll"l!, r.l1:l~yt".lh" pi:>~ El~ddir'l1J I~ !'ilJid.r'lll'~ ~tl(lllllf: N-ll. S ~~"5MIH! ~tcne I.O'Tl (ji.;n~he5 oel'Cw Ui~,p'P'llo Ih. 'i>pringline or Ir'l~ plp~ o~!;; frQm lhr~ pol-nllo.'~-Indl"" ubo~-e ~h..11 b" 1'011 ~cl"'.d or "qui,.tJJr-nl_ \.I"nhal~~ ~t.oIl b". ploced on ~o I~s" l~,,~. 5-L~l::.h~,. cI ~rL B erw3hi:d ~lol'1e ~eddihQ . llJ_ lJ,Iol",'and "..,..,.din"I:TO!j.!;;n<j.~ ond ~"pocofio'-''' :-holl b" in oc[ordonr;~ ...i1l-1 3;>. I,llC 3-6-9. . 17. T~c,'cM' SMellll(l, (lpcned5Lirrleie~~I~ Ml:D.O or p"ip~ 1t!,.in9 lo r~vccl o-blStr',icllcfI, ",n~ s.h~11 Ulll o!'oplfrly prC:I!~lei:l e:ndfor bClrr:crn:lE"C ",he." lel1lJniltlMoeo:!. ll!. N"o "'~~e,v.oIl be pe,milled t<l ~ll." i,.to It,e 5(Jfl;~ccyse'''er syslem d1Jrl"Q ~~ndructior1:. :::"ntrocIQr shQtllJ~in2! 0 pump l<l ~eep 1h~ ..ah!r 1!ve.1 b810'" n.! pip". P'.J<t1~ dl5chor~e ;:holl D~ dlr';<;;tel:! ID 0 ~toiin :)utlet in l;lccordcnce \\IUh ~lClIO'!! em;1 Fe:!!ro] lo...s and r~gul<it.,-,,,:S. (32. I"C J-(i,~,::CJ, Iony pip., enl~rlnq B:tistirig SBWecg g.~oll be 'pIU<;l9~d ~i~h Icr~... Iy~" .-n.""c~.tl~u:l'lI. h(~o::"'d plu9 u!l111 Su~h Ilme~. ~ll l~.1~.~r, the,:'lf::....lli'r~ "'ll".-Ii' beer! eGmttle,,:;::CI IJnd! tr,~ Ilnes 'Hl','e po:lsse:; ell p~r-.o;h IIs~:;. l'l. "'II ~~"'ec lci!EJ[]I" in:;.ldl"ci by th", mllin!in" Contractor !;holl b" b",~hJtd Iho': j(lm~ (l::!' lhc ,-nOI,., nill! ~e'N-l!r, 200, rort~".~i9hl (-4a) Mou~s!'\ollc.e sMOl1 tl~ gi..."n I~ tlole Ol~~rl~l ~':iar to ln8 litW: 0;>1 ~......, ~~~,l."t..;:lllJn, AlsQ, 48 c,(1"C~ nnl;<;~ ~1-.oll t". ';'~I!" [1c,,,r to dO':lg arlY \~~tlnQ em t~(:: ",e...er. 71. ~<mhQl'1 c;:05l1rlg~ sh.;oFI t>1!1" .\nmp..d 'SANLTARY'SF::NF.fi' (N..er,~h Coilting R 16~2A 6~ "''1u''l) and I;J", "".,II~~~Qlin.'J lyp", Ih-; ,,-o.t,ng. '1,,''';0'' .hClII b~ 34 i~che. ond the r:I~o~ atH.rili'\g ~J-1,,11 b", 24 in~"'OJ", Wi;;lerpro;;or cOlll-n.,,~ ,.,,<lLI be Neenal, R-131(j-tl Il!ld slQm,ped SANI TAR:; $[YlE,<;:, 22. The minimum !-Iope fo-r $1J!""l\!r o~cep\(Jr1(;'" by j~e Cla~ TO\'i~I;-,ip ~~gi<Jnd Wu.l", D;~t,i(:', u~,,~ 5i~e 01 Pi:Je Mo-.imuiTJ Ctin~ltlJ"r~d ~C1p~ 6-1nl;:h 0,<\'::': 1[)- i.n~h O.7f\ ? l:2.lmll a,:!:2~ .5o-inch CU5'J: .e-~ i~-<;h 0-,12 ;::: 73, Tn" ConleClctm 9holl pr<l''''de me~SlJi~m~"';.5 of ih~ 51(lp~ oj lh." :<'1......, for ~och :TlonllOle- Bectio~ as co.~slru~lion p.io<;lte$!le~. Suc~ meClsurem~~.IS sMail tH! ~ertifil'd lJ.y ~ f.l~9h;l"~ld LD"d SlJr\o'e)or r.r Eng,n<:~~'u"'.l b~ ~\tOiI":,I,,, ""~,,,te 10' ,-,t,~",r~(.'liD~ bJ l~.e Disl~jr;:t':\ In15p:o;;l.oc_ No more ihi:ll"1 th.rec m(ln~ule ~e(:ticr1! c-(Jn c~c-<.m:!llru(:ted in i:lIjVCln~e or !l-lJCh rn".t:J~lJre-(r.e." t,.. :!'i, In \MI: I:"...~,.,l tiole Cc,.,\rnc:I.or dDe~,.,ot mtel the m;nim~m Slll!,!3. lMC :lCHe' Sll'i:lt1on DnQ ilYly oUm' afl..d..r.3 .......... s..<;lian" ~halll;. 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Woll thickml:s~ Ili filii",;:!!: :sholl be,SOR 25 o~ dE!fincc in ~ctUon l,~.l of ~~~(;:I;V.lt;0"S_C.:;A"h '~r .ilm.lu,,,,..rk: uit'lh ~h(lli b-~ ,...u1-,j~::l ..an ~ m;~i",.~m cm!5.o;5~d;cn(lJ c'!::c C-I 0.2Q 3q~a"e j"c.hClI c,.,d c~nrorrn to AS1\! '-4-77 ~!Je,ir;"ollon, rIU;"',;" ~h,,1I b~ monuri:Jd.,,<:d lry Hcr~<l IJT Bc;~ot NElJ,I 5U~r""C[, . I ~~~ ~~~tJJ~~G~~~~f ~1~1~S8TE~~~~rr. \ ~ II (":r....TOLERANCr IS "CC[PTA3LE) NEw BIND(R \, \ I I TOT,o,L NEw SLlR'rAn G'!E"'TER TH,o,.N J INCHES:'! 01. All ~oc.i~ocy manhol.", :>;hall!:a p~-r,;QsE co::Jno;re~<:I mQ~h"IQ~:" cC<;:Q.d~n<:e ..ill, ASil.l C-..j,78 ~,~ S~~!;1lt'l nD. O-ril"\g."s~l11111 ~;;,~ IO~ ~lD C">4-~.j_ I(~rll ~;e"'l 61' u,..i~I~.., I "l.MCJII ~I 'Ill tH'1 I:lp;;I'IlIJ lo::J 011 )r.lirlll> 'OIml behlun rii;sr (rigs -cm;h;;o~ii,-,~... lJ';IrI,~ol-\l jile~ ~Qr.;(:;nq ';!-.<Jllt;>.. nl) mo,c Ilmn I!':ici~."h= M"nh"',I~~ ~hall:.e'oi, l".led lor l",okoge i~ oL.~:mJ-a"'::e ...i1h ASTIoI Gt ~~4 -9.3, StCrldClrd- Te5' MelMd lor ConCl'"l:tc Seli/ll-" -t.Ianl,o-le~ I:l'r ~Me N'ilqlllll...~ Ai. Pr(lSSlJra (VIlC"UUr:1) T~tit. A.. In'l=I,:JiI'lLio~ o-nrj ope,rClt1nn of YlJ'~l.Il.Im. equ'prr.~"1 ond indi~.r;:hg de:vic"9 mU'll be ,n Occord.oIlCG: will"", ~~r,-LJlo'cl;...'(ers r",co.mmllll'1dotioM t:lnc:l pG:~lor..nD~~e specilic-Mians; ...hi~t"'.r."'of!- beer, rlr<wirled b-)' the ml':l,.,ul-c~tLJr~r r.."d ~~<:~..I!d ~y ,Me [l"Iqi"eEr, Th~ ~QWum cql.llpm!nt mu~l be I;~pcble <:If t.e$lln<; be 8rltfre rocnholeo, Il"Iclud:",; lh8 c,,~li,..,1',l <lMd .I~t'f rii"\g~ 8-, \Vlt.", the\'O:loIl.Ir11 leder nt In ..11J~e I. C'~."'ed tf>.,. ,..o~o.,urn y..rnp \0 th."oufiel pod ...ilh' tf-.", "0]." op"'" 2. Dc"... ""Qcu'um'"f t,,~ (lD) ~nch,,~ lOr HS' oed ",Io~e 'he ""he- G. AcCeotll"d ~t(lndcm:ls IIJ!' l'ilakngil willlH €510tllished IrQm the elcose," time: i{lr c. r!eg-tlli'wtll .,rsss'~rll- ch~nge 110m ten (H)) mei'1es tlll n;"'l/" (g) f"'e~es of merel.lfy, rr-.e m~.im~m -olkoWClblg ietl1.11'9& rotll I~r' g I~",' (4) ,<,.'<<\ <.I'<.1"'''(l!r ",~~~"I"li '~.usl be in 'J~~O'GanO;I!: ""jl-. t,,~ IOIIr)...I~g; 1Jir.lmum EI::JPliUd TIm~ foc... h1onl'>.;,.le lJe:Jlh Pte"'~'Ure (:h.on~~ 011 Inl:M- H,," 10 r'le: rp I",rs 50 s.ecQnds >tD feel bul (I~ I~~t 7t. ~~cond'!l ?15 feel bvt .:;25 leet 90 ~E"C;O~~!ii For man~olu nw (5) le~t ~ d'QmltG', odd on od<;i.itionol "'~~"i1n (15) ~~<;o~do or.~ For fTlonhpl\l::;; ~i~ (5-1 re~t in oji~m\l:hr, gdd Of! i:ld<.lili,""QI '.h:,ty (JO' ~Il'<::....-,o;j;~ I," lh'll 1,,,,,= rllQulrlilrn8rl~ ,~ ro'~< C4} '1.'I~I-dlg!TIllljir mQ>,hVlfllO, _0< .;,11 ",,,,,hQ-I~. o~"p'l!r ~h<.<rl l...ellt~~fi"e (25) ''iOrt.the :,.,..i"eec ..;11 d~~e.mi"e th", ,-,ppl;cOhl'l! m,,;;rrmm ~k'p~~d lime. D, Ii lr,1t mUrllo~il rlJl1s thi;' l!lol, nS:~SS~H y le~~ini m~'~1 O<f "lllde IX't:I lh~ v.o.;:~U'll ;e-., Ol'l,j ro;:p.olr:l mlJ~l be rcpcctllld ",'ll~ lhe: -IT',c"hQI~ ~Q~~!;!I the le:!;1 E, II "~""I".JI,,, jc>i1t ",e-a]ci"l5 :"e ~"I1",d Clul.d-udrhJ" lJ-1e .(lcu.."" lest, U"-il m~rlhnl'" ""'!J:soI b~ lli~{l:::Ic(r.~h=;J gnlJ IM-l:: jIlint ~c~lc.!1l:l. !'egloced F, ~(J"h,-,I"li "ill Le :wbjttct..o ~FIi1J(J/ inl>l-'O!'ction with 011 ~;$lJDI IEel.:,- b",ing c""poic@d HIGH (ARLl" S.1RI::r-mfl-l '... CONGRET[ (T1".:IE 111;, -GE"o,li) '- DOUBlE ROW or KENT S-:.AL (rYF} J -- ~~~~11~~~~~;~:;~i~~~~~Vi~ ~ - nNISH [i"~[)[ N01 TO D:C;[[C 12', ( r"/ , ;; i t~O" o / ~ = .'''-'-----'-----.--' ~ 5_ i3~l~'1 '~in~r <;:,"ollng sJ,,,Wb.. applll'r.! orc1Omd ,,~<;:h IT".c,,t'oh. ioinl rrOIl1 e _;ncr.~" obou,,:! to 6- Jn~h~~"Dt!~.,,: eo~J' ~_Itl~, T~,e C1PP"~;tlti1'l.;eJ)~im~.~MII ~U~ <1p~,,~,j ~rio-r \D (l])p-t)'ir.-c:: the ~l.~btir ~oot'ng. In5;c~ jo;Jirohi \0 ~! rill~d \\Ii1~ prll'!;;lJ::JlIJIIlQ mo:llll';U' 6. h..1I mi:]nhol~ ~himnlVi, induiJi"-\l 'O~I ri~e" ri~,"'5 shull be ~e\lle'.i i.Jliir'O.. 1..J:- S...ill"ld Ur-il,lll'n.l or ~ppr"v.,d eql:ot PriDr \0 ol~.c~men~, Ih~ top 4-lnchE!S at H,! mo"J-1Qle cone alld eo:th'g Irom~,~!lull be- ~1"cr'Ftd and pri~I~~. The UnibDrl-d,~l1oI1 ede.-..j"I{orrl 5"1r.~.~E~ l:ielo... lh~ lop oi the ccn.e :Jtct,a~ Ie ;;'-in-chE~ oyer Ihe nO'1gs of Ihe f1l~f\h;;je''Cas:Ii''1l Irerne. UTILIZE J'l::ENJ~SE....L NQ, 2: .10,,,, 'SEJ\LJ\~T "'''''0 '0. RlNC JOII'H {SHiJET,\IL' IJ..J.lHOlE S.T~"S.o,l 16' O"t CO:l[R (SEe OETJ~ll) 7, iMe ca~li~; clcYOtio-~~ C1re ~:: b-~ ~Icn_ Ho-lO'c'lcr, ~~~ ~>lil:'1~S: a': lCl ue "\l)u~Ii::1l 1'1 t~e /loelc by \J-11;' E:m,j]n~~r~ ''1;1,....,,,10li.... ,.hu\.dd ::J ui~c.~pc"c" (JCCuc b~I.."en pion gcode ond t:.i~ti,~g ~r.:l.::loi-, N"l:1'o mC"I'1(llc ring Or.d IW>iU !hdil oe In~tolled (.0 ~'JI0"tlliSM groae. I.IO~lmo.Jm Might c' odjvli"lin-1;' "n';;)~ shr.;lI b'l!' ',:/-;,,<;h'l.. CERnFIED BY !. Scdd~llJ,ctluncllJll sln.H;t~r,,~ ond 011 i;;ul~ :JnLl~r P']I{~'.i or~u~ with g.u"'ul'll' ""ul~,jL:l. fren-Cc,Es <lpcni.,g iIIit!.in 5-rllE!l olllCvl':d r\Jod"G~" :S;~(l:11 be botlifllle-d wll~ grOr'loulor m1'l\e:f<;l1 irl CC!;;lJrdlJrl~<l..i\~ S;e~li~" 211. 8il~~nll ~n~~r li:c'~...c;-II..~ 5;''111 b~ o'u"'uli:r, ",,1"$$ 11.", ....~~~ Q'<J cQl"1~tr...o;l~IJ ~ mi..im"m Q1 6 :"cnlho:; c,J1\,,' bodllll hC3 bee"- i~ plo<:e, GROUT riLl I / ~~~p~~~~ ?~~~aZiR~: E.lEl(}lJ,I.AjI~TJ D \IN2002\D222-Clorion.North\C,D _PLAN-SET\Kcthy tif 9. Tile ConiroClor .s;h(l.11 oe Ccs~<.lI1:ii~l\1: ier vedfyl'l';' thfJ~ 011 .let\: hlqh.,."Qys, ci~~. t;lnIJ'(;Q\."'h ..~r",jl~ ho_ b~~.. -obb;.-.ed by'lhe d",,,~lcp..r pcia, In- ,,-tn<l 1':11 "on..ln,dion l-,tIN]>,1U1.I SlD~( 1/2" PER fOOT ., _ Si<l~A;': 001 TOP H"I.F or PIP!;; ...rn:R l,l~"Il;i::t.E IS C'NSTf;:UCiEO OR FORM Nt... T CHA[I.J>lEL,.,S SPE~,. 10, The Co-ntr.p<::~Of :s-~o~llle reql.llret!l.p r~ml~n Ih<e ~"i1vela,,;:r':;: ["qjn~~f "Iijh 0 :i~l 0/ ~rinl:!', lI1ark..d in rfil ""n"I, ,,~(}...irlg:octual ~~"'~~ l<ltoti6M- and in"B~t. to inClu1l~ I~:i!rol ]ocoliol'l dG~th 'Clnd len~~. Such 1:llj';)"i'~ ~..-iri5 mu,l b" recs1'fd b~ Ihl;' (n1i;nll_~c QVlo;l'~ L,..,1iI' l;,--,ul I:ontrcd p:lir'm!nf ~a~ b~ O-U~hO<il-o'lld. Ihe: :!ion.itol'~ ~c...cr l~lc-roI3 Clnd ~tub3: lermi,",aliarl 5.holl bee Indlc~1e-o ~r1 LhIl5ur/gi::e willig m"l~1 fl'lnr;~ :iDsl s~l irn"'c~,.;~-=Iy "lJ"",,s lhl ~ui\J 1~r.'TlI,,~;I(O,., "Dlnl ...I <t:; (/) .-.~ Z _ UI Q Q,.:i 0::1- CI)-~ UJ<( O~ ~ ~~ ::till ~ tc:- UJL1. ~ (/)(3 ::I UI Z >W I- '<c c::a.. 0: C ii: <(/) 0 w !::05 Z ~ Zen 011 ... :z w <...J ~ ::IE (/)- ct w a: oct ~< - ~(.) l- e: W UI CI <1:;; ..J~ 0'" ,/ TO!" OF GeNe, 8ASt A.i 5PR~NG. UN[ OF PIPE 'M-<ERSPOlJR(D II>IPl....C:E:. ______ f4 0 lr O.c. BeTH \,!'A"1'S ------p'~EcAsr COJ.lC: OR P'OUREO IN t:l'LACE eASe:. j" !ioI1J.,'I'.4U1.I l"O~. B- UNOER PlP( ~~'D~I~ t~~iDN[ l3ElJGlhlG .NDT~, ~ROVI"[ ~ N[CP,'UJ'JF~ COfllll::..I.l- TYPE i'Le)lIi3t.E S.EAL rOR ALL PiPE iQ ;..oAi-JHOLE CDi'IIt.lECTIONS. SO-l 5rlI\LL r.!([T ,l,SN: C "'43 TYPICAL PRECAST CONCRETE MANHOLE ( SANITARY) i',IOT ro 5-GI\LE 7/" [1 I< ~ . . ~ ~ ~ . ~ t / LOCo.:lfVG RINGS- B~~' '" tl[!.I(1I;lATlOO >T"" ,~..- L ,- ,,. REINFORCED PLASTIC MANHOLE STEP i'tDTTC SC)oL[ . I ~ ~ ~IN.12. IF' NOT WITHIN j' o~ ([)GE o-F PJ,\'EI.t[NT, uSE t6 CRL.i$HtO -S10NE OR ,,-PPIWV((J [OUII,'. ClASS I 8EDDlioIC ~,oIr,'T[RI~1. H)'ND TJr,I,tP(D DR W"lKEO I"'TO PL,6.C( TO ~li"I d or 12' ...8>0....( TOF> Of PIPE, "-NO R'EGUl.....R BACKF!LL T-O lOP OF TRENCH IF I'o'ITI-II'" 5. Of ~DCE af P',Io,\'(loIE~ 1, I)S( je CR'USHEO 5iON!:: OR ....PPROV[D [aUf\'. c:'LASS I B"EDOI""-G ~ATEli'IAL HAt-.'D TAMPED OR WlIlll:ED INID I-'L"-C[ ro 1..l1'-l. ~r' 12- A130\fE TOP OF ?IP[, AN(} -El' BORR{)W COMi'AC fm 11) ~5-::;; ~ ~""NDARD PROCTOR D~l'Jo;ll1' TO TOP or TFlE,..,.C".1. NO}!; DATE: ORA'NN By;1 CHK.D BY: ~B NO, 01/~ llG3 ..cS ,,-, l'r-.I~W2-0920 E:~isrING"GROUH[} AT~ PIPE mill:. ....i.L INiJIAL 8A.CXrlLL SH;oLl AE INSiAU(1) IN 5" TO 12' a,...,lANC:-O LIFTS A I,lINI\IU.... ;' cr CL[ARANCE SHJ\LL S[ PRDllm[IJ ON .EJ\CH S~DE 0> JHE iNS [,I,LlED PIPE. :i>'.Q" r-1 jH~.IolIN_ REVlSION$ I LECEND C:A.R~fl,.llL 'r' lAllPED BII.Cl:rtu "0-: "-'if. a"" OUTSIDE OIAi.'-E1ER 0= IN'SiOE DIAl,IE1E~ (I" [}EPTH 0; 8ED()INC '-iA r;RIAl BelOW PIP( ..'... :}!'~[iW~~i~~~~~~6RcL"P~CTED D-f.'PTt-I 0:: BEDDINC ......TfRIAL S-ELOW ,:lIPE _L 0 d(I.lIi'f) 2T,..Sj,j..l.ILEI. . Jo'IO.fi(t . c6",I,: LJ;,RGPl . PIPl lONGITUDINAL SECTION TRENCH SECTION UNDER PAIIDAENT SHEET NO, NOT TO SC~LE CLASS "A. RFDOING CONCRETE CRADLE '0101 TCSCJr,L:; SN.3 OFTAIl "8" ,"OT T1J 5C....lE IOlllU I.} CO~IR"'C roFlTO CQNSUI.T ~EClrIC"-'IONS Ft"lR COOFIDIN,o,T1C!-l Cf Mo'ITERI."lS 10 6E USEe, PLASTIC PIPE (Pile Ie HOPE) BEDDING DETAIL NOT i~SCI\Li: OF r1'.f i !...iMHl'lrn.OJ.I:S;~l~.~_OC1 cp I i I 1 I y I I I I 1 I I 0( I (:'1 'Y I .', I ~1 I 'Y I ? y cp cp ~ TltAld.octl't"t<:oWOOJ~IOl)(>O_1U ,/' /-r-- 1-~'T'H'IJ,'~.~a- / , (-:-'1 y I r -f I -I I __L___.____._ I. l.o.$><"'r1.J(li<!' -H-.'.,.- -- r __~~_ d~ ~"m""",~ ~ _-L' _~-_____~~_~ -_..---_._-~~---- l5~~ L~~.~ L~~;II ~' ; ~ ! B t I , ! ~i i o " ~~ e:, ~ -~~,-~~,- T' 0 (.'T') 0 //~ '\ol.i1O~<Vl;:~..'NoZIf:~,oUi1. I I / /' :~;.:;~:=EJ_<n...u.. I ,.. TO g.;.....tGl<T / -:- 1----I---.-"...:::=..;...7r---r~.--! ! --";''''--'-f-' + I ~1l_n,J.J."\,!~:..w.n __I__'+-_'_~.I___-I-___ _ _;~~ ~~_ I....T.... b " : ~L~-~~::~~~~ I ~ !u_--;:?~---r ~I - - --- - -w,';'."""---. -++.1 ~ . Uf1!':'~o/'--'r I ~~""'----r i~~~ - J~ ",";, '( 9 111QP.I1-"lI'~UCn'l"ll ,JJOojt'w'tN.-...."....J 1~\I:[Hnl\'T'\'F'lO.' , aOlO<~.-...@It.-.-;l~C!'.:t<'!l:l,,,,. !! ~ 5 <~ -". 11<< Clarian Health Clarian North Hospital CLARlAN~EALTH PARTNERS .w"" OWNER'S CONSULTANTS BIAGI, CHANCE, CUMMINS, LONDON, TITZER, INf:. I::D~!U~Dljl;JlGIJImI:S AMERIf:AN CONSUlTING, INC. eM. fNlilNEm GENE BURTON 5 ASSOf:IATES MEDleALaliI1IPf1100'f'l.MNEP. KAMCO CONSULTING DEJlGPl CONnrNlT MAREGAm INTERIORS I!mNDRDUI&~ER CINt-LITTLE FOrm SElMU CO\II__rltlJ ~ .:........ ., .~1M~2-~~LI~A"TS, I!'IC: ~... GORBIN GRAPHIGS IISISRN'tICI HOKANSON COMPANIES, INC. Il!.O.LOE1'Q..QKR PEP'PER CONSTRUCTION to"!THl1rno~ llMA11ER SPIT FIRE, ING. IKF~""T1.Q1fIlCllllDLoor ______~,~"-'H'- -'~;Wir:.,~--. -{~r~-- ~----+ 02 ~~E~J...ElEVATlON 01 ~,?~;.!;! ELEVATION JAIN MALKIN, IHC. IIfTllOORDlSlGI'IER H KS, INC. (RONALe L SKAGGS) ARcmn:a , ARCHITECTS CONSULTA1lTS HKS STRUCTURAL munufl.l.l..[ftlit~ SWA GROUP ~Ds:e"""ARClll1m' HI(S I"WS INC. (Ronold l. .'S~,~ggs) P.rojed No. 7aO,OOG 1519 I.IcK1NNE:Y A'.'EJ'Jl1E CALLAS, TX 7.5201- II'5-J ""'" 7867 UiITl!lllM .t'Hew ONL'I' --....-.- --..--...,.... _..._...............~ -.-_..~-- "'- _L""""'" "'-"-Af"', ~ ~. -...,. - -- .['Y~ """n: n JANU,5Jly C'OOJ '>'1[(lllrH BUILDING ELEVATIONS ';.><w~, A6.01 !i~ ----.--'" (~ cp y y (-) y 0(y (;;;) 9 cp G) (';;) cp (~) T I Y T I r I I I I I..u"'-.....~\.Dl<.~oq I I I I I I I I ......~~QI.."U'" I I :lI~...,.,._- I I I - 9 y __U~H_..___J.._.._u_J~;~. - -1' 1 I ----u-1-- ------ -1----- - ---is----~-t .~:=-~+._~.~~.+~~._~~=-~- ~ : , , I 1 I -- -+ $~~~~~, ~P"l!I;-.l.5TW~ ::~~~u~=1 ..,.~~----- i ~ ----.--_._----~~--- -+- I .:.::....-...:-....:= - _::.:="1~.~~'=-=-~-~- h " -:~...~- fl 1 I=-=~~~ JY I 1 I 1 , , I I ~:::::b; ----h~~-~ 02 ~~~~ .,?LEVA TlOH ,. . 01 ~~':';~ ELEVATlOH y I I I I I (:) (7) -I -r ------T------I ----~i~:l:.~~.--- -+ "V<T"CVS-~ _______.l.JJ.2ti!I-_____ no,..."," ; =--_-~-_-"4~:~-~M ~-~.__._~ -----'---~_.- -------~~--- --.~.:=-~.i~.~ 1\..'004' " ~ o ~~ 1_- _ 11<< Clarian Health Clarian North Hospital C lARlAN HEALTH P ART1l ERS '''Ill OWNER'S CONSULTANTS elAGI, CHANCE, CUMMINS, LONDON, TITZER, INC. C01i:JULTlPt8 EMEilltE'ER3 AMERICAN CONSULTING,INC. tmLENGl"EER GENE BURTON & ASSOCIAlfS N[OICJlLEQUPPN!EJfTf\N'!~~ KAMCO CONSULTING o.E$JBlrlCO~TM'I MAREGATTlINlfRJORS II'!TD\IOHDESlG"~ JAIN MALKIN, INC. I~DRDE~a"D\ CINI.UffiE '~(ID UIIVlC!: talnl,w.rr .-..--..-~,. .RTM CON5UHMTS, ING,--- COn€COlfro"TAiI/T! GORBINGRAPHICS ~jGNE~t::5 HOKANSON COMPANIES, INC. ..IU.UI"i'ElIB"EII PEPPER. CONSTRUCTION l:OJl:rrR~'!'10Jli.lPt'GIJt SPITFIRE, INC. tIllFOiLIlAQ(IR'Ill:IfN~DGY HKS, INC. (RONALD L. SKAGGSl - ARC~ITECT'S CONSULTANTS HK5 ST1\UCTlURAL S'nGJ1;1lJRAlU,Il,",ElR SWA GROUP lM'"'t.vlAHtrwtEtl HI<S HKS IrK, (f,'o....old L, S~u-g9S) P~oiect ,1>10. 7867.000 1919 Mc".INNE', AVENUE . DALLAS. TX 7520' -1 ],5.~ 7867 n-...-__._ ....~g.~,_rniooo-.."..ol ...._.__.......-n......-l- __."--"-"ru.-- ........... _1.___ =.~~ ~[lIlS,," "" 17 JANl)AR"'t", 200J ~H{::J IHLE BUILDING ELEVATIONS A6.02 ...oC'i~r ? I 8 I I cr I ? ,;-.........CJ:I"Nr;; .....".'""~ ':::X ~ ~;;::-\. rnL IlIlCOtl'~rl'o"E. '!IU","_,n>,_, \ h1L~~ \ , -----------r.:-~~~:::____+_ ~~.-... J ~/ "-'J.I. I<Ii.c;o;..ii,T"TJO. ~~...,........,~:;.~" 04 ~~f~A~LI ~~NT - SOUTH ELEVATION :.', : : ':i n..u-.rieuo..iiOll.o.trl. ___.::~__t___ ; 7 7 I 7 I (0 tr;~. ,~~ I lIJII~r~:l' llta.S-!nE;t;I":1" ---li~~ ::~:"! -+- b ~ ~ ~ n ~ :> 02 ;:~T,~A.L,~)-ANT' NORTH ELEVATION ~ ;t, 'y I e I 1 cr I ~0 t "'. ''''"''' :r-:::...,. n~ ,. /1 // ~1<:::r_D ~J. --it~-~;-'-:"! --+ ;:~"FUI"". ::=~:.:-\ ~TlIIII';1'''''.~ \. rm....~~~ \ \ \ \ l~~~~~. \ .~~~~, I :O</II"'~FIloll"l~ LoI.llCi-ff'l.<::Nl..o.L ;.o,,"~~ ~=--5. -'-"". 03 ~~/~A_Lr~~NT. !iEST~1!Q.11 ~' ~'T''''''I:I,'''' '+-U.~Q.!os.,-r....... r--rQ.....uD....u.I"'_..~ , !!onl'l.r1l.u,SO'~~ Q..o,~!Io, r...... ~_...,. Cf I '-'. Y"'I'l"~I:OCl""Tl"- ~rIl"'. .,....,..". r+~~=:i. I ll:EC1!o!>oLO'II.J" cr I ----.!&.L~-~:-'P'_____.t -k~-~------+- w~~,..,.,.. ~ tl~,g~I/:' -"'1C~-rrn,............. ll:Ea:s:>. 'T~" Lnu1 "'""""li:.-~ 01 ~NT,~~I.,~~NT' EAST ELEATION - ~<< Clarian Health CI ari an North Hospital CLARlAN HEALTH PARTliERS ,,11II, OWNER'S CONSULTANTS BIAGI, CHANCE", CUMMINS, LONDON. TlTZEflINC. ~u:'-fl~EJIl~W\.! AMERICAN CONSULTlNtl,INC. crm.DGIIEER GENE 8URTON ... ASSOCIATES NIDICIolIOllIPNEMTf'l...l,/tNER KAMCO CONSULTING MAREGAm INTERIORS IKTfNO$tQt~I~Vl JAIN MALKIN, INC. ImFXlJL DESIGNER CINI.LmLE flJl:mIEflWltEClIIlSUl..TMT ~TM CONSULTANTS, INC. ~OOl<:OIISlJUNrTJ CORBIN GRAPHICS SlGlIllAAI'1-IlCS HOKANSON COMPANIES, INC. N-O,L oeynom PEPPER CONSTRUCTION C~IQiIi-/!i......AGElt SPIT fiRE, INC. IIlFOMA.noPl TKHICl'I..OlOY HKS,INC. (RONALD L. SKAGGS) ""'.111'" ARCHITEcrs CONSULTANTS HKS STRUCTURAL nRUCTlJlVL 951 P1EB SWA GROUP LAHIISCN"'EAJ';CHJIECt HI(S HK5 1~1C. {Rono:d l. Sk(]Q(js1 :Pmleci NQ. 7Bfi7.0lJO 1919 fAc,KINNCf A.V[NUE D,t,LLAS, TX i'5lCI-115.3 -_...--.-.- ....-'Do.................._ ......-...--..- ~_..__. ._ _l__ .....,"-\I....~ ~ ~ --- -4 ,," 17 IN<lUAAy. 2003 SW-:H mu: CENTRAL PLANT ELEVATIONS SIot:[t~ A6.03 ",~l~ ~ ;:~ ~ ,rt? ,.1d f ~~~/' ~'(~ I~ l$/ w(t~ ~ . 03 ~:=:'ECTlVE FROM US 31 LOOKING SOUTHWEST o ~ 02 ~oE=ECTIVE FROM US 31 LOOKING WEST o 1 ~oE=:ECTIVE FROM US 31 LOOKING NORTHWEST ~ ~ ~<< Clarian Health C:larian North Hospital ClARlAN HEAllli PARTl'lERS 0.... OWNER'S CONSULTANTS BIAGI, CHANCE, CUMMINS, LONOON, TITZER, INC. eUN5LllT1~IilDU;IJiErR3 AMERICAN CONSULTING, INC. CmLElllliiPlEEfl GENE BURTON &.ASSOCIATES IUCiCAlf!:lUI1'IImPl..lilNDI IUlMCO CONSULTING DUIGIl COllnTMT MAREGAm INTERIORS IlmJDO R DESIIi" ER JAIN MALKIN, INC. I'Io"fUllIDRDUIUI!R CINHlmE FfJCJlD !EFMI:l 0MSlJ. TlItT RTMcoiisiii.TAHTS, iNC. -"-CIJDI CO"~lJLlM1lI-" "- ,~. ',..,.'- .<-- ,." -" ".n' CORBIN GRAPHICS SIGPlG!'.AP.-ICB . HOKANSON COMPANIES, INC. JII,O.8.0EYEl~ PEPPER CONSTRUCTION t;o.mw~~PI_NMAGUI SPIT, ARE; INC. illlf-O.!IJUTlonra:1'fiOUXll' H KS, INC. (RONAlO L SKAGGS) """11m ARCHlTECrS CONSULTANTS HKS STRUCTURAl .$TA\lGrullAlEPIGIKWL SWA GROUP I,.MD-S~N1C:trnq HI<S HKS ltJC. \ ROl'1l:lki L. Sko~gs) Pr-ojecl ND. 7857.oo.D , 91 '3 Mc:.mmEY AV[NUE OAlLA5. TX 75201 - , 753 -~...._- ....-....---,- ......._b~~. _.--..~- -- -~- ;:~ ~- t:E'T"F'VJt ~~1~ 17 Jt.NUARY. 200j )j.~W lITH PERSPECTIVE RENDERII\IGS FROM US 31 v<rr:1fJ A1.01 .s;r;? LANDSCAPE SI-IEET iNDEX, L.e.ICI/ K4~.f~~.NOT~ l..tdIt Tl'II!!iI~';''l1Qi'I'1I1J(WTQ.,r./'''L.IH.NOT~ l.WQ TItU ~ATJQl . t"I'JD,IItQt I"'L/IH ~ NOr ~ .LlR 'nltGI"'I'a:ODrVATIQo/ 4t'1'JU.111TlCN ~.. Naf~ -./...-J..6ol, 'l?IQ' ~A'n::tj "I"1"MATiOH.~- H01'~ u.:. ~4~~-Nar~ ~ cut4DH:l1~!""I..AoI-""'_~ ~ CJR.oI&1obI~~-fIC1J.~ ~ ~1~J""l,..AiH..NCT~ ~ ~.~U1'.AUo-./'i;;Pt.~ ~ ~""cur4'K4~~~1t;)T~ L-U12 LA'T'"CUT.I"IA~~.l'IOT~ loUl:l UYO.IT ~ ti4~ f"'1..AI4 _ i"at~ 1A.D4 .LA.TWT" ~1INI.f.l..t A...,tI;rII .. HQ1~ u.&ot ~DfiAUl.NaF'~ LPn ~C't1ALi-'I'tlr~ u,m ~Dl1fTAUI.'~~ PLANT SCHEDULE QfT. 'Y1'1. ....v ="""""'"~ ca-M;;l'I ........ JllC::l'e.AC ,"G2JlI~~ .raMAJof",/lIM'~ r-v.ru ~"AL AI:;mIl:~A.lJ"'\A,7\I"'I1 J..olr...v.eN' HAfI!J! A'"1!'~~)I; .ciflI,AtoCPl.G'IU.~,l.iIl.L'l _H~lJ.~ I:IiEfN.lQ R'J'LLA, N.d:fIUl ~~'; ~.4dIII'~DR:f.I 1IZl'It:..iN~",~t 1!t4&tmv+~ ~ PVI fllUXN>> ~Yi...VANc::.l1 -- 1.4o.N ~'~lfot\CI1a I...6A1'1~r"'i...AN ea... ......,.... I"UH u..- ~f'ILAN US>4 ~~ .1...... ~P<<T.u..6 .L...WlI! ~TJaoll"\..otH,.NOT~ l...WIlI ~"tJc,HI""'LAN.Nar~ .l...N'S ~nc:Nf"l..,.IN.nor~ ~ IPIJIIIIM.~~..-.or~ L'!.&l! ~~NaID.r.cr'~ L'Ioa lJIlIltd.4.~cer~"JroIOTI"'fIOYDIItJ LliPolN' UIUI"H3I,~. ~ L"'''' ~f'I,;.Att LW_ t.~JolO P'I...'tf L... Lt:IWl'J,Q I""i-A" up..,.: LJi:IIoI'I'M~ ~ J.E~ ~~ .. U'.. .' II' "'~ .. .' -... ... ...~ ." tr. g' 6'...' JS'" .' ID'"..CI' .'-.' D'I' S" ......l11 A'...' It Ie S' 1;"- U' po .DIiI' rr.. 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GENERAL NOTES: l ~~~1'IllN.N::UDNio~.LN!8.~ aI!,.OtotW,. ~1'CUlIt''''''' .:JIIm!M;1IT'L1TEI'.-;p onet ~tDJ ~..o lJ.C" ~ '" ~ 'N::1.lDI!D ON n.rN!' ~.'~~tmLm'" N'CIIlMolTJQolie.tc'~'7I!Pi::H'D-Ir CJYL ~~~ cw:wrAl:tn.l! aN!JI~ l'We ~,~CT.1'O;iI' P~~ONIoI:IItTO~. ~'M1:~Jf~V',.yn'",IIACf111W111.16 .IHggofQol1},l!'CML ~~l:lI't~.~"""""'" ,a, t!xl::A.VA1'lCW H.1JilI"...-.c:Nrr ~ t.m1.TT2d:ai-wl. _ ~AlQ!J.f '""" . ~'1')01!! ~~NJ.'~m-~'fJ,M,~ n-e ~-M ~~n-c~'l'JafCf':AU.lNi2lJTLrrlt:D fI'lIIIaOflI 10 DI!drtHtd DQ::A.....,ATIQoI,. .AHT D~._ta liTi.rro~, ~ro~~.'ln".IHT ~-~~.QR TClCt.AaA1EPTQ'JM!:~~~.THII ~'~'n! ""'.AI'lIII!!::I M"2:D14m.. T ,.T ~ ~ TO ~.c:ue:t. . ... e.4tII ~f1C::toj H::uoJoUlTfoU ~nc:N CfI~l", ~"~lPNa.&,~...tf,Q CI.NS8~Y\!~7'~fIFlIa'f"'" a'fL..~~~""""~~1l:::HJa!I""BI1'C'. qn. ~.~ .... 1!!ll.IU'~~...w"""~'f...-;e.lJ'7lll::l'1~'~~ ,IC1ft~t1'bWLI'i"G1II"'Ioifi2'l~TO~'~ .. ""~.~JolDTPTl..lrAL~NDTHiI'~ ~QpI ~l.DI;:..tfItIc;tf ~ .Ixltnta ~ Ul'LlTlm, vc.AV"1'II,.&6~.TO~ 1..OC.I.1"JOIi:I~TO'bI;:A,YA"TJOI'l ... CARI!~N'T~'TO~.AfCl~,I'\.U"'Ji-II Hmc:iRrrY OI-TJ.Ir'~~ ~,!YD~ ILJ.IQIlIII rr'CICQIIItIk PLANTING NOTES: L "'flIiIiiI9'~TJi:t.M.N'II.~'TJC. ~~~OT.A.Q,CI/T ~ ~1)II:I!lf~l'1OePJIf"il!U)LJ&HJ~fII...Idf/lC'R' ~I;o~~ ~..IlORI'S'YI9lI.llf.O~AI.. ~l'NI' ~~~TQ 1XI::A...."noH, UM~THI .w.ur fO ,olO..t)6.,,~ TO ~ t.I:lCA.J1CN N~. 1 IrH=LB. ~'. ~.Ct:C.~ DIIP u.'I"cura. aw.u_ OT~Pt;'I'I~.......a"'~~.To.~""'''TJCM "'~."'~~.~..l..CI:A~a ~ &I7'LPT1Uo~'Ta~~ ... rr ~,fHI,"~CP_1HJ~Qj!l'T'O.IDYl6I'l'Hl LA~ AHr~rTJQN~ ai'na......~ ~ ...tAU.41")r;:N,.vJ ~ Qi'fHfM"MJM.bf. D_,"U. ll+RI'.~'~ ',~fJIID8~ IJ.AVD ... J&l::;I rz-JI'Q.IJ"I.LQoI'J..,t,n,I.',.."'.....,.L~POA~OIITAIL.... PLANTING LEGEND: ,."....,."...... ---- ----@ ..."J'R&.I ~J:III FI....AHTm,u,......11'n-V,tD'}lIU'1f'1i'Q1.AHT.llTJ,L1TT .l..-NI" ~OIIt~~;C\I'1'N:JIIALLi.I1'L1fr"~ .f:iHIIID. 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G _. 1- ~<< Clarian Health Clarian North Hospital CLARWI HEALTIl PARTNERS OWPIEil OWNER'S CONSULTANTS BIAllI. CHANCE, CUMMINS, LONIJDN, TITZER,JNC. I:D~-SUUlIlG ENtil~EERS :).~~~:~:'N CONSULTING, INC. GENE BURTON 5. ASSOCIATES JII[OI~14 EDIJIPIlIEIIlfl'l..M.Nffl KAMCO CONSULTING ~E3:IOH COPl5ULTAAi MAREGAm INTERIORS I.rmmOfl D!~Q~ EH JAIN MALKIN, INC. IIfmLIO~ Df.lll~':EIi GIN I-LITTLE ~D-C~ Sl1lVl~ti tDtj,SUUNfJ RrM CONSULTANTS, INC. tOOE ~O~$U'LTN01 CORBIN GRAPHICS SlGll11l:1W'JII(::5 HOKANSON COMPANIES, INC. 'Itt.l:llrnL.Of'l.1I PEPPER CONSTRUCTION tlllf.5lRUCllDNr.lA.\I,l,08l, SPlTAII!:, INC. ll'lrOlU"'~T1ONmH~m.o~'I' HKS, INC. ill~~LO L SKAGGS) ARCHITECI'S CONSUL TANTS HKS STRUCTURAL mUmFlAl..Eli[iI.Nf:EH SWA GROUP LA1jCSWIMtW-Cr HI<S IfIIStlC.et-WL.~ PRIsI lit. 7llS7_ 1011l1i1D111aJ IIe1lE IIi!I.W, 'IX "'-11511 .. 7867 IlnEU". 11..""11:1'1I (JO(LT n...___!0'4 ....-....................."... ........10_""-,_ -....~"'-- ......---,-- ~ _.ha.",,= "'_ ~...' ~.-"'.'" -- II - 1l1.11.tlJ C1TYslJB~mAl - n JotIOlIM'l" 200.3 __ PLANTING SCHEDULE AND NOTES -. L6.00 8m --., --". "m'.mr" -/I:,~r~..J -. ?'lj'J (l& 1/ ~/ " tk)' ...... ..';'~~ ~I ~ / "'~'. " . -:~?IJ: '? ~ ~ '. /:~- '(ylllt I ~ ~ I ':"~~I:/ 1/1 I[ I ; ~: /~ QJEMj~l~ .~. dlJJ;//ljl //-~ ~ / ~ ~It!. ~i II riJp/'f ft~ >- ~ , .11 ( ~ ':i ~~ I J i I /./// i / /--~ ~.~ i" :V, JI 1LjJa~i/ / ( .JL ,~, I ~ ItHOT '~ltfr ~ \ ~.f/ '/ ------ , . {I/. / // ./'" , / / ,/ / ' ,/ /// t~ I!- /// s: ~ 'I / ~-" L.-' ""-:.'. ~ (11f.'\ II f / \ I ~ ~ II ( ! 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OWNER'S CONSULTANTS 81AGI, CHANCE, CUMMINS, LONOON, TlnER,INC. C-(lIl'ULl1NGEJiGI~EUV: AMeRICAN CONSULTING,INC. C1fL!l'I(jI.~aR GENE BURTON & ASSOCIATES lII(al:l;jlJ.fOU""JI!IOOf\Nl~EH KAMCO CONSUL TJIIG aE:SI;HtC~Wl.TM1 MAREllAm INTERIORS jmN~;;Dfgli/tjER JAIN MALKIN, tNC. I~DA-PfSIIi~ER CINI-lITTLE FlIDDURWICECOIlSULTNn RTM CONSULTANTS, INC. C"C~;:Oi'l!WL1Hfi"S - COABIN GRAPHICS ~liOlI.~~a HOKANSON COMPANIES,INC. 'lItD~,_Drvnp'lYR PEPPER CONSTRUCTION ~N.mU,"Dt! I'It~EI'. SPIT FIRE, INC. IlFDRM"nOH T!C~HO\.OGY HKS. INC lRONALD L. SKAGGS) ~tmn;IT ARCHITECT'S CONSULTANTS HKS STRUCTURAL nHl,lmJML D1~HESII S WA GROUP LAHUI~AI'(AP.CH/I[~ HI<S lIIS IlC. (l!l:IIlII L.. ~ ~ Ilo. 1IJ7_ m8 ~_ IlIllAf. 1lI7llle1-17S3 .- 7867 n-_...___ ...._..._._....rd _..._b~~ ..""",...........__.w._ c-"-~ ~ """-.........,;.v.;_ ~... a..m-"" .... - CI.~7,oo. CfiYS'JBI.4rTTM.. .. 11 IN.jU'''-R'I' :il:C(I) -- LIGHTING SCHEDULE _I!ll. L 10.00 .n ;..,1 IiiI =} 9 d f..J "-- --".--- -- - ---~ ~~ ~ . ~;, ,I .. ~... 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I "~,I ~I ~l (A /,r.( '\ v J,~ ~u ;. ~ ~~ & ~1\~ kJ-LJ a BC':AlI!:,t".:!lNJ' ~<< ~ ~ Clarian Health Clarian North Hospital CLARIAN HEALTH PARTNERS ,"".. . :1 ~ OWNER'S CONSULTANTS BIAGI, CHANCE, CUMMINS, LONDON, nruR, INC. COJISUlTlII; lliGltURJ AMERICAN CONSULTING, INC, cm..ElllilPlfUl GENE BURTON & ASSOCIATlOS ,gJIC4l.EQUIPfIlEK'lPlMNlA KAMCD CONSULTING OUI~IlCollll,I.fMT '\v... MAREGAm INTERIORS ImfllO~ DUI&IlUl JAIN MALKIN, INC. IJrfTDUBRDUISlJrfR CINI-LITTtE fOOD BERW'Il:f. CDnS1AtNl1' RIM CONSULTANTS, iNC. '~~'", ~DIilIUl.TM11I . CORBIN GRAPHICS SlG.CFwV'HlCl HOKANSON COMPANIES,INC. JlJIo...llf'1'(LDf'[.Il PEPPER CONSTRUCTION COJlsnwCl1M IU.~NlUI SPIT FIRE, INC. IMl'DMAnOll'TtCHHI)UIOr HKS, INC. (RONALD L SKAGGS) MI3lltT ARCHITECT'S CONSULTANTS HKS STRUCTURAL mwtNMl !fiIIlUIl SWA GROUP t.AJlDS~~A,.I,QITtCT HI<S II:. ~ L ..w .... III. ,."JIIlD m. ~ MIU DIWIIo. 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J J ......-:r:: ~..- -I - - - - -- ----- .... .... >- ~ I .... --- / .,.. >- ---'-- ~ t ~@ -'" ....... ,'-~ ~<< Clarian Health Clarian North Hospital ~.'f.,RIAN HEALTH PARTNERS , OWNER'S CONSULTANTS BIAGI, CHANCE CUMMINS LONDON nm' ' tDWSUl.nHli biclltt"W RjINr:. ~.~~~~;:~Il CONSULTING, INC. GENE BURTON & ASSDCIATES ~EDI'''''' EQ,"f'''E!i1'f\.N1~i:R ~~~?",~~~ULTING MARE GATTI INTERIORS IIfID\IO~OE3r~:EfI. JAIN MALKIN, INC. lllTEllIQ'RIl'ESlONffi CINHITTLE .FOOII Slfrln:;E~~.sulTMt "~I!'l",~2~~~LTANTS, INC. f,~~~,~RAPHICS ~~~~~o~~ COMPAi'lIES, INC. ro;~~.~~~~RUCflON SPIT FIRE, INC If'!Fo.R-illlj~llIDIfTEt~Hot~o' HKS, INC. ~~~LO UKAGGSj ARCHITECT'S CONSULTANTS HKS STftUCTURAL STJIIJC'fUfLIJ.. ~No.lil'Wl S'NA GROUP ~DS:~>>E AAtHntCT HI(S HIlS 1m lJ1aBd L lI!llI:lf\) I'Rlt=lIa. 1lllI1JXD mllldalllr _ . 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'./ -- I = r - tl'=;= =" .~-._------ -------_.:J;(.-:....===:=-=====--::f-. - --" - --- - - ----,-. ,----- "---- '-- - --I-. i i I' j.JJ .. ~ I 1 ~ i i II I I I - " li::!! ;5 ~: r 'i'i 1.1 itl I .'u o I I I I I I I I I I I I I - I -elL I o o i I ~l I ~l k.f-L-j e SCAIL ,'..>>." ~<< Clarian Health Clarian North Hospital C LARIAN HEAt TH PARTNERS OWN" OWNER'S CONSULTANTS BIAGI, CHANCE, CUMMINS, LONDON, TITZER,INC. CUNSIIll1Mll.IIlBIPfEml AMERICAN CONSULTlNG,INC. CMLI/ilQ.WI. GENE 6URTON & ASSOCIAns ,..I'J:/!l tolJl"''''' I'VJlH~ KAMCO CONSULTING D!$I'UIlCOIl5UllMT MAAEGATTlINTEHIDAS IInVJOfICUISlllVl JAIN MALKIN, INC. Ll\'ltAlOtl;Cf.~'IIl~ CINI.UTTtE nODUl!VlCICOlllUlrAltf ATM CONSULTANTS, INC. teal: C~~I..TM11 . COREIN GRAPHICS Slli"'1W'HICS HOKANSON COMPANIES,INC. M.U. DnlI.OfU PEPPER CONSTRUCTION CgIlIlRlJCI1Q. NNINolIl SPIT FIRE, INC. Dl~OflMA.nOfiC'TlCtIPID!.OG' HKS, INC. (RONALD L SKAGGS) .."""" ARCHITECT'S CONSULTANTS HKS STAUCTIJAAL ~0fliiI"~ SWA GROUP URDst.V't: ARttl'lCtl HI<S fa 11:0 III-W L ~ ". II. .,., ITA ,,,. .....,. lllIIU ~ 1ll 7lDD1-nD .- 7867 1"'IM. 'tl.". OlilLY __.._P'll "_"'___n _..._...~- .......-.-- -- """"'"'-- --...-..~ ~ "'GJ." -- . - 01.17.03 crrvSlAJUTTAl - 17 JAHUAAY 20DJ -- LIGHTING PLAN -.. L 10.03 .... I ~-- I I I I I I I I I I I I I j i I , I i I , i i I I i , i I , 1 i i I i i i I I , i i I ! ; ; , , ! ! I ! \ I J I \ rrl . \ 1 I \ I! \ I \ rs--- , I , I /' - --/ //~ ~ /, IL . ""- 1':/ ~:r 11 ~ " Till IETJ" In =' ~)i t:" , '( ~:" :":: t:" r: ';" ~ ; -~ -:" 'F;I - ~ ~ II ~- : .~ r :: .: ~I ~ : ~ ~ .:=:~ ~ :'~ t" :' c' ~ t" t" c' ~ 'II- ~ - 1 .J. \ _I IJ =:1;::; - I ...1 ~ tr-,f- 1 I' 1 ~~r: ~ ... ..... I . I. \ I I~ r: ~ t! ~ l' ~~,~,:: H---' _ ~~~ .: 1-/;-" ~f-/;:u:;~ 't' :: ~1.]li II ~r jl j I *\~.- r' - - - - - - - - 1\ l~ '! ~ '! r: 'it ~:'I t 1 ~ t ~ J ~ . ., ~ :' . ~I\ ====--- r:;: :I~' - I;" . 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If: " .-\ h ~. ~'&1 ,- ~~;~~~tl~~~ ~ : .:i:-:'s:'~ · I:' ~1~1)r<:" : :"II~ , c1 ".f '"?J1. 'kj 1\."1 ~ ~ yll .. II ~ r'\ h... ~. . i:) 'e: (< n:s- (InJ . ,~ I ~ . ~ ~.. . rl . ... - l. I ~b..~ , I Rl I Rl I ~ .A""1""T'" , I' ;'-" , ""1 ,.. :-... - ~ - . - .. ~~ ~.~. I ,V'Iq'~ ~e It;.Al..i:I' ~JIHI' ~<< Clarian Health Clarian North Hospital CUlRIAN HEALTH PARTNERS ~wrlUI OWNER'S CONSULTANTS BIAGI, CHANCE, CUMMINS, LONDON, TlmR, INC. 'OllIULl1filliUIitl'!ElI".I AMERICAN CONSULTING, INC. tml. ~1IC1I/rjcl1l GENE BURTON & ASSOCIATES IIUDtCA.LfIlUll"JllrPltf'l..MNlft KAMCO CONSULTING DEgGIlCII~./ill.T,I,,'O" MAREGAm INTERIORS IHmlWRVESlliNFlI JAIN MALKIN, ING. tll1lNO~OUI!illOl CINI-LITTLE '000 IERWICl CONSl.I.TNfT RTM CONSULTANTS, INC. 'rOO[CO~UL",Uff$ CORBIN GRAPHICS Sl6NlRAmCS HOKANSON COMPANIES, INC. Il.U.lImLOPER PEPPER CONSTlIUCTlON rtl'm'lloumDJt~....~ SPIT FIRE, INC. 1J\~CP;NAnOlC 1UHPID'_OS' HKS, INC. l!l~LO L SKAGGS) ARCHITECT'S CONSULTANTS HKS STRUCTURAl lTRurnJAAL EMilNEEIl SWA GROUP WDIt.J.pfNl~ HI<S talC. ~ L IIIIM ..... ... lII7_ It1lI ~__ D1WI, 'Ill "'-17IIi1 .- 7867 ---_.- -----..,... .....-...-- _.......--- -- "-- -...- ,..,,"""" t_ .,...... -. .. ~ - Q,,"rt! r.:J"!'Y~.Ifl""'"..1 - 17 .,I.I..t<<.lAln 2OQ) -- LIGHTING PLAN -- L 10.04 ..,. BOARD OF COMMISSIONERS APPROVED : DATE !!> TEVEH "- HOL T C OIlVAI ~ ~I ONER ~lEVEN C. DILLINGER CONllAl5~IONER !!>HAROH It C\.ARK COIl\A\I~~IONER A TTE,r : Ra&1H IlL A\ILL~ AUPIT~ INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICA liONS DATED 1999 TO BE USED WITH Tl-IESE PLANS BOARD OF 10 COMMISSIONERS TRA.FFIC DATA A.A.D. T. 79'l A.A.D. T. "ROOB. D.H.\'. "ROo' DIRECTIONAL DISTRIGIJTION TRU CKS ESAlS HAMILTON DESIGN DATA DESICN SPEED PROJECT DESIGN CRITERIA FUNC110NAl ClASSIFlCA liON RURAL URBAN TERRAIN ACCESS CONTROl. COUNTY TRAFFIC DATA A.A.O. T. 7'N8. AA.D.T. t?OO8. D.H. v. 'POOs. DIRECTIONAL DISTRIBUTION TRUCK 5 INTERSECTION IMPROVEMENTS ESAlS 116 TH STREET AND SPRING MILL ROAD PROJECT .HCHD# DESIGN DATA DESIGN SPEED PROJECT DESIGN CRITERIA FUNCTIONAL ClASSIFICATION RURAL URBAN TERRAIN ACCESS CONTROL. N:6/N C0/'I5TRt1CnOtY 5rA. Ij+~!J. 14/ "PH-A' \ MARION COUNTY 7- ~. ~ 5,QI<; I ; 20000 2 35 END CO/'I!iTl(!JCnON !iTA. IO+Ol~51(# '!J-j-A' HAMILTON COUNTY z z ..... co .....:. .....:. n PREPARED BY : AMERICAN CONSULTING, INC. ARCHITECTS ENGINEERS 726~ SHADELAND STATION INDIANAPOLIS, INDIANA 46156 (3l7) s.l1.S58D WHlFleD ~T PATE Iff, ;/1 5TREET 1000 V.P.O. 14,45 V.P.O. R89 V.P.H. 50" 5 "D.H.Y. :; II; A.A.D. T. 11'OOOOOO " km/h Nrll' Com fII' iM on.f'ruwo Co. re or U. an In rrror il) r Lr Nonr SPRINaAfILL ROA() 1'100 V.P.D. 1(2O'f1 V.P.D. 8019 V.P.H. 50" 5 "D.H.\'. X AAO. T. 11'000OOO 10 l<m Nrw ConJ file ion on.f'rrrwo 0. re or V. on In rrmr jo r lrve Mr bEGIN CONStRUCT/ON 5TA. f3+~E8. 74/ 'PR-A H ~ 0fr ~ ~ @!r ~ @TT @ 11 il@ @ ::j@ 6Ea/N CONSTRUCT/ON 5TA. 9+9/1.4/1 u5-;-A" @ ::j@ CLAY TWP ENtJ CONSTRUCTION STA. f;+1~8.9481'R-A~ 34 ,. " @@TT N Meridian StjUS Hwy 1 Meridian Sl/VS Hwy 31 l! ~ 14 11 2 35 ENO CONSTRUCTION 5TA. fO+01(;.S/rfl :5-3-A" B z: z: I"'- CO .--:- I-- n MARION COUNTY HAMILTON COUNTY LE6ENIJ OETOUR ROUTE MARKERS e Con.drodiOl'l Warning LighlT}'pe A Type jjj-e 6cfli,ade il Peloll( ~ollle ,fJarlll:r Aw:mblr ...bJ... Rood C/OJWt Sign AJJemb/y ROAD CLOSED TD Rfl-4 THRU TRAFFIC DETOUR XIU-8 SPRING II1f-~ MILL RD. CD DETOUR XAI 4-8 H6th 1I11-~ STREET o o RECO~~ENDED FOR APPROVAL HAMILTON COUNTY HIGHWAY DEPARTMENT 116TH STREET DETOUR ROUTE DESIGN ENGINEER DATE DESIGNED: AT ORAWN: CHEC KED: ClS CHECKEO; / / ~ ~ II @@ JQ()m @ @ 0 ::j ~ ~ @@ [ .. 1 ,fI~-jS ~ rIIG-ISW (1) 0 ~ 1H5-11W ~ rII~-IS d.) 0 0 HORl~ONTAl SCALE BRIOOE mE NTS VERTICAL SCALE DESIGNATION SURVEY BOOK S H E[fS 2 <>' 10 CO_TllACT PROJECT HCHD I ~E6/N PROJeCT 1510. 9+9/1.4/1 HS_;_Af( .;,. \\ I \\ I ~ \\ ~ _ _____ ______________ ) \\".., I / ~"-J ~ -t;89;j,ij~,i(~~ZLi~~)- \ -- iTt,:1If-c,J;:;.;r-n --- .__JY_ --Tllni( 'W--'-A--... . ,-..-_."..':!.fr:::;~;~~-~'!1~ -==-=".:iE- ===c.'!.l1.?!.~G' C;:J;!.;~~:.m_~ono~o o.J-m--- II ~"''''L:.L:.''~ :;: l: 9+ 900 1~5"'.~4. T./7/'1.,IU . CIa)' Tawn.thip Homillim C OU/lly I I I~ I~ Williom r. CU/l/lrngham I crnmIJ l.ou Cl.I/lIIinghom u . ~,~ ~~. /0. j6lJ Ii Sf,wn C. IMb,d 510. 't-,iU,f'1.1, a~l!Omlll. 5,,,rM Cam,,' tHotIvm'tlllhqo. Is". j. T. f 7N.. R. jE. CIa)' Towmhip /'fomtffO/1 COU/lly .." 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IJ+10H10 ~~ aiJ09~ , -AIonumml T)'P' ~'NI.;r4' Voll"l Pil'w:lopmil'nf Co. In'. ~ -:;,. , .001 +03,HT +954.81/;4 /2/9n "- ____!?/W '"' 1,'ll ~!?/W +()48.1~8 /';,1/,. Ii JEC Podn,rJhrp, l.p. I- '" /0+000 &4I1HAIl. /r/V-1ld~1 f'm.:~~11 / .5... JJmJ...1i. .,. .......,NM. r '"rrh,1 $rrnyJli//Jii "d." '- "','H.."~li<<'~ mo.,1 "".>-J""""/-""''';''A ,~ I{~.e;':' L~~:"r."J _1m ~:m8" J/4. ""J'" 91J ."J~l !JrdiOO ("(Y1JV ~/Q. "fr'KJ.J"f! ~~J.,{I ~ OUolr6'r' 'III! ~ ""htAIf. '" I \~/ 1.~J.A'I""'/~' U~H,_4J . ~d;;;[i<)' .'''~- ~ . ~~!~ ~dkli1 CM'Ar !JIll /a.;.lXX1 -,..;:.,Il- (J/!JFIi),JISi'J1xJ. I"... " ~ ~(N"'!'r 'II! '1~~! lAt.lJl .. \~ 1i "'J-~~ :wf;onLbI RECOMMENDED FOR APP~OV'l DESION [:NCINEER : ~. :.IfF.!! ~ ~.:.: DESIGNED: NNGI JLG OAA\YN: JLG P.o.f. ,Ie. NHOOCJI~;~A. CH':CKEO: CLS CHECKO:D:CLS 10+/00 ,. jS, r: / l/Y., IU~1 Cia)' Towmhip /'IQlT/ilIO/l C Ol//lly +0.6J. ~~ ~ ] EN" PROJECT / 510. 10+Ol~. 51w ':5-3-A 11 l~~ Ij 1t1.l;!ilJ l I r +()8l?, R9~ / /! ~ is __........~=... ------------- -. ---=-:::,=,===~0=0~~='7t'a8>;r~frif(;::L::::)====.~"~~~'f..--.~~ '~ _ __~ __.__u_______ __m~~'!.:~J()' E:~:l:~_: mn___ m___ ~__ __________m -- _____.m__ ____ _u.u_. ~_ - - __.m__ w w ...4 .....!?Iff + .P% E +08P./?'1G /12.GlI~ e - Ad)JJI COJling 10 (;rot/, All ~1'gIJI-cf-lYal P'J~riNd rl"m1 J.VI, "-j-A' Eitapllu Nol,1i. '#'.l T./lN..R.3E.:j CIa)' TawnJhip /'Iom,11"" Comly fJ~P J'tEO E58 DATE 10+/00 HAM[LTON COUNTY HIGHWAY DEPARTMENT 250 - E54 HOR1Z0NTIol SCAlf ERIQCi: FIlE 1:500 VERTIr.A.L S:ALE DESIGNATION 1:50 I SURVEY BOOK SH EETS J 0' 10 CONTAACT ?RDJECT HCHD ~ PLAN AND PROFILE --'" Sle ',T1l Ifllbed ~ ~ f3+100 14t) ~I ...--- ~ : I-- i~ ill " ~ =' " ~ ~ ~ I~ ~ -r~~V~r \ I; ~ . I"; l!:! Iii .Ie. 1.1"- \!l !I't~ I~, II~~ . i ": ll:i! " ~ 1::. 11:(1 ,. 13+800 f3+~OO I Se~. ~, lITN., 1l~E.: I CIa)' Towmhy, jimmY/on COWl!)' 1'5e~, ~4. r.I1I'1., l,l ~'1 . CIa)' 'owmhy, tlamillon CO/lllly r--"-' ~~ IS<<. .?, T.! lN., R. "Co [ elo)' TOW/l~hy, tlomlflofl eo"nly 6E61N PROJECT 510. 13+~P8.141 PR-A 11\ P.lIJ.1(lJ.(lla ~-A' ~ .,.;'220 a" = P.llOfooo.OO'f ~-j-.4' . lo.BP2L\ =P.lIIJflOJ.r;10:A, 0.00'1 IWO.l~ TV . x:= _ I' II~' +ril'?lfliir' TV 1'1 --- ___m -.__~:===::= --------"W TV "7 ~~ ~_~ TV ]V '.1 __m_m n_h____ -;Anff.~i-lIdO:~:;;:::;;:.---~-.mon-1i0"23~:--~--=- ---___ _ m.---.SE.M9:rHilI-ttOO(/------------n---nn ____.__ _.il-.- i! i a.op . 001 _ 0----. -<::.:::~...;..~oi-_"I......!m~.!OLm--- _ +u<S' ,:;- . , -. - II . i \ ~ I :-~~---~~- ~~~--~=-~-~-;- --~ t~1 ~.:.:.:.::..~. @.........---___ --.\1 . ft ~ '" ~'I ~"..'" .,.1.'2.00' ~..=====O=...O.._ -.~~"'~=,.<<===<o=.=" .. ~~______ ~~-- :c--. · ________ ..- I}\ ':1 ~'~\ / /ftJp/! L --'.="<.""'""".',",0<,,,,::::::-- ~~~--~---~~~~--~.4 ,..~;~ . il.~~c" ,. 1.9'fi'Pii-.' /RjW /+"1'.52 .....'..""__ __ /! -::. -=--L. ~~."'--~,,~~ ,. .1. ~ R I "" ,,~, -" -W / -~.="'Oo.=__ ~. --.-. J'o=:-..~:k;,'I\ -<:: i \"-- .--.._- 'l;... j /' .Et E . ~ ~ L;"c HAJJ .u --=<. -0,,-. ~ ~---._~ ,\\"1-r I '"7- - "--'L < · . G ,"~ .... 100BJ:~ . --<0""""='''''0__ '._ ~~---~ ~,l ! --t~+ -t~. -~. - - _m__ ---. -. 1t - .JY7, ----s-iJi'i1i'OlW!tR8liamm-- - -NM;;;:'i;~:i~;;j - n.__.dpp. -.lit~MLI;,.---mn---------_mT'.Lmn ."'....~<o==,=,~ ~ ~~ 'f' ! '--.~__ ~_.---_-__.L-n-- on moo -L. _ Line_?E?R~.jf::.___. ____ _~_"!:'.~"" C_I~:LiIl~ n__~ __ m____ ._. ;;~~~ '=~,~" ~~~,:j~lf~~ ~:.""~".~;:.~ .;7'~~~"-.=~~"C ~ .~ ' ~-- ~ ~~N ~ I~ i~ ~ ~~2'11 .~ ,~ ~:: i. ~, j ~l~ ~ '" i ",:i ~ ~ : ~l: ;: .... .:il' ~:: "\ t;i :: ~i l~ I MIy (r~eA AJJ(JCiof~1 ~/(t11ct7 EOIJQIIct7 v ...1U4,., ~-A' i/.''''' L ENO PROJECT Sla, f 3+ 7~8. '148 'PR-A-U +773-'58 VJJL JCC parlnerlhip. LP 1~~ Valle)' OevekJpmenl CI'., Inc. Q -frUP.6" ~N..4' 05 - AdjlJI COJling 10 Orod, ~1.0~4N Alllli""/-of.IYOI p,grib,tI from Litle ".1'-,4' Excrpl $J Hold. .... SIt . .~ ~ /~ CI'T"'/~hl.w~1. ,,'" '~rJ(I(;';5(), 5.18'111,1/1.. ~'s." B4.58 ,pr;?Jl~, '''' 1'/&;if..d:5p~.r_d), :510, ~''lU./~I, o.N'i'nGl., '$oJ-A'E," ?iUS 'Pl-"l21~. Cor. (J/oi/roolf:!pJJ.,roundl, 516. IJrl0J.P55, OOllm 1/1., ~'t1.Y. ft5Ul 1;5ec. 35, T.llN.'llj~1 C/o)' T()wnJhip !tom/1Ion (evilly R~O RrDO ~ ~ :;: ~ a ~ 6 :; ~ ~ & ~ . B a ~ RS8 I---- 258 RS~ 2StE /3 + ~OO /3+100 13+800 HAMILTON COUNTY HORIZONTAL SCALE 8RIDGE f"ILE RECOMMENDED 1:500 fOR APPROVAL HIGHWAY DEPARTMENT VE RTICAL SCALE DE51GIlATION DESJGN ENGINEER DATE 1,50 DESIGNED: NNG/JLG DRAWN: JLG I I SURVEY 900K SHEE:TS PLAN AND PROFILE ~ of 1 10 CON"fAACT PROJECT CHEC"EQ, CLS CHEC"EO:CLS HCHD I ~ ~ , .,,~~::1t~~ ""'H'A'rz/~~ 114!!," ~ '\'~,,*j;I."i"Y $<</~ ("'If'~/i,. '-Jt;.ifIU ":J-i-.I. ,0<""" ; a~/.' ,il' I \~.p ~ '''''''11 Ji-, 14J.A" ..di<<> uo. ."... ~- ~?;~ ~ .o,;;~ klNri (tlt'flrrJ/.. IJ,'rH2n~. ~ .~(f,",;';~ ~ ,Iii'. J.//mM, fl' :~-.A. ~~/Mn''''-' , x.''''' n., . "qJ~ 6ilTF.Ji ~ P.l JItt. IJ-f'iW.f,g~.r ~ . I ~ ;; . , +~Ra.14f 'i"R-A ~ R59.81 ! / I '- '5U~4 $~O ~R-A ~ 7128 R I !'J( I I ~ :y:~ i~ .I I R$0.IE4 +1R2.f09 ~R-A; 1.950L 259.594 .+11'4.015 ~R~A~ 1f.55H~ RGo./41 / +7fs'WI 'pR-A~ ft,389L , , :.-....; !~ I I r" : ,', I . \ I l' "of I i 2593GI ~ + 980, i5.0RH R5 'I. fJR4 +%0. 8.n8L~ 859894 ~ \. +910,$.538L R59. 918 +035, 4. 8iEI L - ______ 1'59. 41'0 --- '-259.41'0 +040,' 9.P45 R Noles: t. Ail Spol E1~valiom P~JCrlbed rrom Line HS-3-A II Except OJ Noled. p. Pov~m~nl Elevaliom Shown wdh Arrow.J, and Pilch EI~vOli()n.J Shown with CllcieJ .. ~GO.l4T ~-A, 1.8;5 R +iE8133. 2 'pR-A~ f2 $2'1 R 21.00.1/4 R59.0iE3 +~8P. '154 'PR-A ~ 8J~53 R +$8$.931 'fR-A ~ 11.IOlR 1'59.037 +1E80 'pR-A ~ /2.115 R DESIGN ENGINEER DATE HAMILTON COUNTY HlGHWAY DEPARTMENT 116TH STREET SPOT ELEVATWNS HQRllONTIIL SCAl, " VERTICAL SCALf 8RIDGE FILE RECOMMENOED FQR APPRQVAL DfS1GNATION DESIGNED: NNG/JLG ORAWN: JLG SURvEY BOOK CHECKED: CLS CHECKED: CLS CONTRACT SHEETS of 10 PROJEOT HCHD 1 " i ! ~ I J I i . ) ( 'M=1 ~ope .. Vorie~_ fIT Var,eJ l.tiPOm ~S~ j: VaritJ -!L JL !jEcr/ON A-A Nollo xole VarieJ ~,8m 4.8m "j1 2% 'rl L RJO mm VaritJ Varie~ RjO mm Vant'J I" 815 rom 815 mm Vani'J R% .J!... ~ ~ 5fope -AVariu Slope ~ Slope >-C: Vorit' J 3: I ~ 510pe ,;: VarleJ 2% Slopt VO!,t'J 510ft VafltJ II I', 'I r ~Slopt' 3: Vant'J SECT/ON ('-(' Nollo xale SEcrlON !;-f; Nollo .'3(ole , , , , , , , 'j , , i ! ! I W , ! ! , , L______J -9- \ \\ '\ \. ... \ , ' \ \ \\\ -- ---- // \ \"" __ _____.: Z)I.____...:::____ c - ~=:-=-~"'-==-'1{Hf(;(;===== _---__-J-=~l ~fgJJf~ti--~-,~-'~""". r=__~__'_____ ---ur+,.. ~~-~~---------- " --E- ~-~----------- ----i1-- ~_rr ~ ~ c ;::<: LEGEM? @ 6JI(JtrIinoUJ ~1!JIj(facil1q tio kq/m 2 HIM SlIrfoce, 9. 5mm, dlOil1line on IROAg/m2HIA.4 Inlermediale, 19.0mm, Alain/ine ()() Exi51ing Pavemrnl o tiOAg/m2ffA 5l1rfacr, 'i.5f7117l, ,fIaill/ine on IRO Ag/m HIM Inlt'rmediok l'lOmm dlolnline on NO flg/m/HIM ~oJe, PiOmm, .Haidine an 350.mm Compoded Aggregale 60Je, ljp' v~ No, 53 (0 5ho<ll&r GOAg/m1f{M !3l1rtoce, 9.5mm on IRO Aq/m HIM Inlermedialr, I'l()mm on 240 Aglm / HA!4 6oJe, 25. Omm on 350 mm Compacled Aggreqale ~Jt, ljpe 'o~ No. 53 @ Pavtmen! Removal o 'Combined COllcrele Curb 16(1lltr, ljpe '(' o inlegro! Concrele Curb IfJ Cenler and JpI/ller Monds o A0rJifled Concreft PtdeslMn Ramp ljPt '.11' @ SlomptdConcrtlt, /oOmm o J 0 m (urb Taper !Tom '-r.tIJ h'tighllo f1(1Jh wilh Sho(l/der "" ij i ~ ~~ ~ ~ ~ ~ Ii ~ a ~ .., ~ o !.Pm CurbOtpreJJiOn HAMILTON COUNTY HORIZONTAL SeA"E ERIDGE FI"E RECOM~ENOED 1 :S FOR APPROVAL HlGHWAY DEPARTMENT VERTICAL SCA"E OESIONATION OESIGN ENmNEER OATt DESIGNEO: NNGj JlG DRAWN: JLG SUFlVEY BOOK SHEETS 116TH STREET 01 10 CflECKED: C L5 CHECKED: CLS CONSTRUCTION DETAILS ,CQN,R,A,CT ~ROJECT HCHD ~ ~ ~ ~ ~ " ~ ~ Ii ~ ~ u . , . \ \ ... \ \ \ ': '. \ \ \,\\ \ \ "\. \, / "" -~~ \ r....__n-- ~ ,-- .~--- ::::--~..::---~.<_ _--- ___~ _ m"."-tlt;f!l ~ffieT-n-n_- ------------- ---~~---------------------~-- ~ MlJIfCA&:JI/ r S/6/f arf II'A r MP (lfEVINJ'{ $61( ASXI,Iti r ~-!/N II'J-eto)) ___om ____ ____~ ____ __n_n....__. ~ , ~ I---~ !l ~ !~ 1~ J: to'" ~ , ~ ~ ~ !l: " :___::;~-- _ ---.'~_#H'"'~====,,~==-----""~::m<===:=~==~~=~jr~~5f1';?r:=~~~~~---'~---..-~~-.... ~/~i9" ... .,-- r 9O.0m ., 1;): ~! ~i ~ tI-j .~: 1 ~ j8-I'-A +72'U8 :-.v-A' Spring Mill Rd. NORTH t ~ I ~ ~ !l: ~ ~ " ~ 116th St. EAST t It:. 116th St. WEST t "',~,." ,?50 //IaN l/Pj ,,,,,,1I10n, Pr1Ir , Tn"""",-- I . 'i . "'i.. Ii . ' ~ n 1~ \ . r.~ I' :l - ! I ~t I ~ i ~~ ! : ~~~ I I it : ,,., i i ~ : j..... J - I I' ' ~ Spring Mill Rd. SOUTH t RECOMMeNDED FOR APPROVAL HAMlLTON COUNTY HlGHWAY DEPARTMENT 116TH STREET SIGNS & MARKINGS DETAILS DESIGN ENGINEER OAT, DlSIGNED, ,II G DRAWN: JI G CHECKED, CLS CHECKED: CLS LE6ENO @ @ @ @ @ @ !wE. lJIl)/A1C1PU~~ ~!f}, /fllOjf. 100""" LwE. lJIl)/A1Ol'LMTlc, M/JD, 1Jti/Tl; /00""" L~ PAINT. !ilil./Q. 1Iff1TE. 100 IMl IllA/mEllX MIIi<lt/6. 1W'0R4I!l' I'UH/C; IIfII Tl; I/XI_ (W(J"", twE. /2<'0 """ /SAP) !iflARK !/XJ!If rlfli)!wE. Pl!UIJIUIB) I'U!iTlc, 1ItI/1E w.t/'I<<~.MJi1(/lIIj, /II~P!MTIC; 1lti1Tl; 2(J(J""" 1'fI()p(J~!illeu~/"" mE /Ill r dII~lIr1 ~"t/ CJI{'4W/i ~CAM (A (/iMf;tj'! 1/~-1rR! WI-No) 1//-2->4 II':!-f-A /1!:ll~(j// 'i1a~ AH= "I$V APVlXJKr!iI'W I'U IC f5C1 1I'tt111f"~ lumifloirr. I'oIr' T_I"", It1J-' Q-O HORIZONTAL SCALE 1: VERTICAl SCALE 9RIOGc FilE DESIGNATION SURVEY 900K SHEElS 7 01 10 PROJECf HCHD CONTRACT l?(J5 ~/O {~~:~ , (OA1!JI/'IEt' C()/'ICRETf: CI.IR~ ANt' ($lJ TTER T'r'PE C (a4lCRlc~ NVT w ~AU ~ ... I .00 ~ A L ~I 300 ~u~l/ Combinod Curb' .s"lltr1jp' C lFoo !!1.A!J uoo 5CmON A -A rI <> ;;; ~iiici'n Mmu rz22I ir1Imn~di(1l. ElI/Jfinfl ~rud~ NliIIg , ~rfal:' ~' IlI,FlIlIm FilUm !i,wr fo&ing (ONCRflC CI.IR~ (a4RR/f~ II(IT TV ~AlE (TO!( 5PLlTTER ISLA/'It'S AN/) CfNTflAL ISlANO) .00 I A J i~ "-- eurb fl"wlill. 300 CI.IR~ OEPReSSION FOR f'l./Tl./Rf PEt'fS7'RIAN RAIAP NN Ta 5!:AU I ~ RECO~"ENOEO fOR APPROVAL CE.IC>!EO, !lib' c:HECKEo, ,I. 5 R"onJlrw!ltm TYPICAL Rc51.1Rf"ACE TRANSITION 5ECTION /lOT W $1:.uE .r--Powmml/ ~ CM'lbiM<I C/Jm i 6/Jlle Tjp. C ! - 2130 ~ !!1.A!J C"rJ; {/uw/in. w !fCTIO/'l ~-lJ COAft;INcf) CI.I~ AN/) QlJTreR TVRNOI./T IIOTTO '(AlE DE.ICN El'lO<NEER C~ IE INDIANA DEPARTMENT OF TRANSPORTATION DR'....' RC M MISCELLANEOUS DETAILS c:HECKEO: CI.~ HOIlIZDNT" 5C~LE NOi'lE vERnCAL SCALE NOi'lE S1JRvn BOOX CON1'l1:A.Ct ~.. 1II!.,.,."rdiul. ~" Compadod Af}f} 6RIDct "U: OESl:::NAnDN NO. SHEETS 6 of 10 FRDJECI NO. HCHO , 14 1.5m.li/l1. I - l'K -4 1~11'.m f'r.!<;rm.d Join f f'ilf.r ~.: I(JOmm ~ A A 3.0m Aiin. ~PLI TfeR I~LANP PETAIL HOT TO$CIJ.E 1.8m.llin. ~ SECT/ON ~_A"4' /'lilT TO "ALE 6 ,It ___ 4.5 m Athl. ~I I ()()mm . Pit ~ .~-- -~ _ 1 ~: ..~ " . SECTION ~-,,' NOT r$ SCALE Rt:COMMENDED F"OR ,o.FPROVA~ OESIGNED; M~C CHEC!<ED: CL5 pi DESIGN ENGINEER DATE lNDlANA DEPARTMENT OF TRANSPORTATlON ~ORlZONTAl SCALE NONE VE;RTlCAL SCALE NONE SURVE;"( BOOl< ORAWN: JLG CHECKEO; 'l!'J MlSCELLANEOUS DETAILS CONTlRACT BRIDGE FILE DESIGN... nON NO. SHEETS ~ of \0 PROJECT NO. H'HD # ~ :i ! ~ ~ . ~ ~ iJ I I ~ I I I 'tJ I \) I I ~ ~ \ ~ ~ I .':;; ~ \ 11"\ \ \ \ ~ ~\ I ~+'I'II I I \ 1.0ml'li.", , I \ I. 9AI~ R~ ~ /: " ~ IO+O/~ ~ /: I 7.0",;2 Ii.", , /. ~ j~ ~ 1.~tlfgM './~ ~~~-' .-' 1 1"---" ,;;:= ~. ~'---.:~- .- .- . -~. .._" " -- .' .- .. " . . -,~.. " ~ -..- '" " " ,- .. -- .".. .. '7 ---- l 1 -- .. .. "-'. " .. .. ..-." .. " ..-.. .......... " " -. " " "11"' "1" .. " " " " .. .._,,-," " " .' "~ , : ~~ --- / - ....--. 0- . "\ ; ..~ ~ ---:--...- I ~- ] "'r .. \-~ V 7 // ~ 1.3 m2 t;'G. ~ ~ /-;:., lEe, ~.OAlg IlR Ii ~I:~ $.8m" Ii.c. I , 1.8 JIIg I<fi \ 10+020.1 'ir'i8E.~ r ".'_1 1.3 ml' G.o, I ) 10+001.' ,?-I tlfq I<R E.3 JllgRR lEa. i R1PRAP SUMMARY TABLE TEMPORARY EROSION CONTROL TABLE / z I- V"I Ij I 0 z w I" ::li -' <C w '" 1= z j! u.J f/ u 0 x 0 Cl:Z 0..20 I STATION 0 ~ L... ~ I" ~g c::g -' z 0 <C w :::> w (,) wu I-U 0: '" LOCA TION 0 ~l:! "'l:! -' Cl:o ~o z <>- "'0:; -'0:; >- 85 0.,,- 13"- "-- Mg ml J ~ :.-0: I.!g ~... 20 .... '1+ 'ill 4 1.3 STA TION TO STATION h. 8;'5 9+9822 X R.~ 1.3 "j :'-0" ml EA / '1+'1'11.1 X 1.'1 91-'1$8. ~ X I 1.0 10+0015 10+ Ole;. 9 X 1.9 K I 10 fO+020.1 X ! I ! IOI-O~O.f X .M 1.9 '1.,.'11,.,5 IOHJRO.2 X /.8 1E.8 fO-ffl11.5 X R51 I 1 TOTAl'-' 'iHIiP.5 10+0115 X NI "- II'. ~ 43.3 TOTAL': I 528 3 I I I ; LE6ENO - HAM [LTON COUNTY HORIZONTAL SCALf SRIDGE: FILE: RECOMME>lDEIl 1:300 .. Temp, crOfJiOn Control -- Aqg. Ring /nlel/Pip~ Proledion rOR .PP~OV'L HIGHWAY DEPARTMENT VERllCAL SCALE _n_n_n____ Temp. croJlon Conlrol -- PerirnirlerProleclion DES ION ENOI>lEER DATE DESI()NATtON ~ Perm. crOfJ/on Control -- R/prop 16eo/e)(fr/o -.-.-"---.-.- ( ()roiMqe ()Ilch DESIGNED, JlG Dl'AWN: JLG 116TH STREET SUR\I"N 8DOK SHEETS In of 10 CHE:CKED; CLS CHECKED, ClS EROSION CONTROL CONTRACt PRDJECT HCHI5l' I ~;1 ~ ~I~'~ . <==:) ~ 'l ^ SPRING MILL ROAD ILLINOIS STREET I .( >>> HAIN APPROACH ( ) J ") Main Entrance- - - ~ ""'"1'::'-" O"I~-I~~~ _ ,':' . => ( 0 _ ~.o: ~ i ~ . ..,; -----.------ ; I CI .----. . ~'.~ f1Ht@ ~~\ (f21+tttt#t1+HtIOOtttttt100ttHt(~} Q' '" .' ) ~1~'IHt#@ ~ OJ ....J {2HII.Htj: .': ({J' J, ') 8---.llJllllnlllllllnlllllllnIIJIIIJr';((' nJ 2 ',) U U () U u 0 0 u U ,I' ~ C~ 00 U 0 U 0 0...0-0.00 UlTIlTfllJ 111111101111111 , ; 1-0- - ....~.. - - I I I II --~ ~/ \ ~ ----~--/ ) / .--/ ( I i \ // \ [i \ \ \ \ \ \ I \ \ \ \ \\ II I _. L~t \ ! l/I I! \\ I 1/ \ 1/ ) \ \1, \ ( "") ~,~\ \, \ 1\ \", -/// <"':--- ----- - o. _____ - ----~-------- ~-----......::: ---------------------..,. ~ ~, , ,'"' /--'----- ------------- - -.- --~ - ~ .:t-\: ~/)\IY ~ [~lltll'~ '~~\ I (~I~H'IHH@) re1J'n'YiJfi!m'~fu.'I\'~\~WJl!\~ C)6 I~ c.~. ) 0 ILllilllW~tf~ 1IIIIIIIIIIIIIILO J ~lo.QD-DD-D-C10-D CJ~OI - -F n ~ C ,tnlTTTUTlTmJ II1II11 UllTffiTUlTrm I i~~~l~::" ~ . ~i , '\ . " c. / ~ I // ) 0;0 ~ 9t1tOOffitK}HHtH{}1H#tt+O#ttttH{~): /;' i: 0 00(0 I ~:_:: :"i--i.:rQJ:--i': : .: Ud])lIllLLUJiTll" 1,1 / t1tmmmn-ru; :a) ~) I ',:\ :~ @Int+n+ttt . I 1~1+~I'll{}1H1i#OO#1ffiY~ /'/' /. 5ea1ndary Entranl:e for: .~rvlce & DeliVEries " o ! I ~~ ...' !~ Ul -l 21 II> ~ " fI1 i~ ....------- II II 'I / (_I{}lt~IHK1~ t'?_.~_.-' :-~=::] '/ I ,I II II I /1 ./ ~ ,. Sec::mtddry Entrance for: ~"mbulaoce ,/ c:::I t-- I [""F'1 I 2J I-------..L-....i . '-"'-l ~ I I ... j / I -------- o W sGN E --=- .-:------ ----:.::..... ~ MERIDIAN STREET / US-31 ----- ~ ___ " 1"/ ~------- ; ... '-'~. . . .'. .,;Z '" ,"'.: "'..''.= ;.,.:....."".,~, #" ~t'~ ~."..'r~ :. ^ II':~ '.,.j:""~"~ ... .;.ij,!:/;-::~'~. . : .''''. .... . '.. ~,.. '" ,""':iI.',,~'.;;..i:t;""1.:, .;;.,....~-.., i: y~->:;;~.,.'." ?,>.~<.;-~it~~~~~;-:'.;. .;:.- ~%~~ --- corbin ~ GROUND SIGNS - Main Identifier (1M) o Primary Campus Directional (DC) <=> Vehicular Directional (DV) o General (Directional or Identifier: G) FACADEfBUILDING SIGNS . Main Facade Identifier (IF. 1 ) - Facade Entrance Identifier (IF.2) _ Facade Entrance Identifier (IF,3) . Large Facade Logo (IF.4) o Small Facade Logo (IF.5) Reier to the Sign Type Schematics lor sizing, Illumination, and materials. 1 3 4 9.20.02 10.11.02 1.17.03 Sign Permit Application Variance Application Sign Permit Application (New site) Campus Sign Location Plan ~<< Clarian Health North Campus Carmel, IN Sign type symbols are for position only and are not to scale. - Right-ol'Way 109 East Front 304 Traverse City, MI 49684 231947.1236 A. 62'-0" I w,- f ~ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -----------------: 1______-----------------------------------------------____________________________________________________________________________________________________________________________________ ...... Main Facade Identifier: IF.1 Square Feet: 200 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, IF.S 62'-0" IT ~ -.: !I &;:y;:::' YrY+""' ~-rT: ' , ii~i-: _ J:iill!lhC r .~ ~ ,,' '.. ,',' r :,!f' L Ti, ""1;2 ~ m Ly ~.J.,-,.,~ r'" rr:-l ~ ! ,'0.. I ~ ~ '~. I~; fL~_ 1~..J ' '"'LT:: I I 1" :=] ;-t-~=t=.: '~~~ ~ l4-:..1 rn:1, ~" s ~; I tJ !-I tj i I ;:q ~ ~ ~l I I III CJL r I i l --} , M f.Y- W""'I " .' il : ~i ~ i-;-ij: ~L:~ ~ L~~:Sk~~ ~U~~"l'l~!'~;:,T;T -';,'~TI,-' H :' ~ rH i ,~L 1 t:'t!., ,R, I 11:;!r /T-1 ,IT. . I~T ,t~,L- , "T.i-'rY-'-w~ East Elevation example (facing U5-31) I 1,'. ", :di,J.~,." J ,I i~~~l:.r , " "",1 ,,,,", ,T+rtr'rT niL -I, .., I I I I I if CLARIANNORTHCA~PUS i ~I ~ t I ! I I I I i!d ~ ii I .- ., j ; I""J , LillI !i : ---- . ~ 'I i i' Fg ~ H-~ , I ..~. -- T, 'I 4 - I -,: -- I i ,.I"iT fl'~! ~~~~~ :El:!r ,,," I ell ','nir' i '., ~I '=~'--,. , I ,.--.1 rr;l -ri YTT- -- - 0 I ~ ! tf,J1'~~"~~ 1- ~ ' ~. I II!EI ~I ~::lIl' --_.-_..~._I..- ~ '-I.a- ~ -Q i H,:g I u:: ""I!3;; E ~L ,~ . I I I 1iiiiiiiii~1 ,_ L ~.. ~ It I r+- 4 =i -U +i: i .. ~"'::-~~~X=l,:;r,-,-- t ~,-"p :5j'J l1ui~l: Ir1+l~,l ~ -,... r . . h"-! '_'-<1 H~ l=t:'@,1 '-'-,. 4~ ; ,~ . ~- '~'rtb~ H', '" , ". '-i...LlT'-LL ;LLY-rLU , -L _hu__" ~ '" ~,h~~ . eL' n I ! ~'::= ,~ ,L. l'rtILL(- U' .. m .LLJ.... ,;T.T;' IT" ~- D' I 'r::! S;:;l I I X. I ,~ .. rW,"J~", I~, ~!=~ _;-'-4' _t-n l ~~~ll.ili. r U1'1 ;~. 0- I t=i5 ',i,f,',' ,_ ' ,~ ,.."..., r,. ;f, Ma$l;er SignlJge Progrilm n '.!'rlrl-h'~rY,(t' ,,; I" 1-;1, L r 1+ I' .. '4-.~ ! ~if~ .. 2ti ~~ t --,-;-., i "I ~ I'n ,~ _.....L.. --..--,---.----,.-- .. '~ ! f.J., I-Yr I , i Q: ~ I ~..., ...-r-' -. r' .L~ ",..0 ~ ~~-X~I .......~ift-~ ~ .~' ,~. -n--. ---,-.u.,' It;, h"; !nl~J:'1-Hi: -HIJIJ .,'iji'r I1.:CO ,';'t'ji',:'''-rt'r 't1t!tJ, _ II I ~ LJI' -lnL...l.....JT~i...LJ-Ur: , r" II -'.-<" I I I '.!Ij. !,:Q: 1)(( C1arian Health North Campus Carmel, IN Scale: 1/4" = 1 foot (11<17 format) Refer to the Sign Location Pian for each sign type location, The design Is a preliminary draft. corbin 109 East Front 304 TraveT5e City, MI 49684 231947.1236 1 2 3 4 19.20.02 110_11.02 10.29.02 1.17.03 I Main Facade Identifier IF..l Sign Permit AppliiAtion Variance Application Variance Revision Sign Permit Application (New Site) VARIES / 12" .-- 11" --1- WOMEN'S AND (HILDREN"S SERVICES - Entrance Facade Identifiert IF.2 Square Feet: varies (20 sf average) Intent: Individual letters mounted to entry canopy facade. 18'-0" T 1'-9" l.... .-- 11" --1- EMERGENCY - Entrance Facade Identifier-IF.3 Square Feet: 32 Intent: mounted to entry facade; internaily illuminated using vinyl flex face sign cabinet. SIGN CONSTRUCTION DESIGN INTENT IN ISOMETRIC 11'-6" 10'-7" C-' ---; ;) _ I 5'-5' "-" 1 ~ F 5'-5' "t L ---.. .. r~- - ~ I , - Main Identifier: 1M Square Feet: 58 Intent: double-sided monument with curved face; internal Illumination uSing cut-through/push through graphics and individual letters with back-lit neon; aluminum or fiberglass sign cabinet; limestone base, ))<< C1arian Health North Campus Carmel, IN I Refer to the Sign Location Plan for each sign type location, Scale: 1/4" = 1 foot (llK17 fonnatl corbin 109 Ea st Front 304 Traverse City, MI 49684 231 947.1236 The design is a preliminary draft. EXISTING CURVED FACADE 7'-0' 6'-5" o Campus Directional: DC Square Feet: 35 Intent: double-sided pylon with curved face, internal illumination using cut-through/push through graphics; aluminum or fiberglass sign cabinet; limestone base. 13'-0' 10'-2 1/2" / EXISTING WINDOW . Large Facade Logo-IF.4 Square Feet: 132 Intent: vinyl application on window r---- 4'-0''------i 1m. 6'-3" '1 = Vehicular Directional-DV Square Feet: 25 (50) Intent: single or double sided, internal iilumlnation or reflective vinyl on painted aluminum; cast concrete base. 1 2 3 4 to: ;.. I 9,20.02 110.11.02 10.29.02 1.17,03 t- 2'-0"-1 11, 6'-0" 1 5'-6" FAUX WINDOW TREATMENT r 7'-0" l o Small Facade Logo-IF.S Square Feet: 39 Intent: fabricated aluminum channel with back-lit neon on faux window treatment )l \ I iI) I p' L I~ "\ (I l n I ,,' c General-G Square Feet: 6 (12) Sign content: Various (directional, identifier, regulatory, general information) Intent: single or double sided, reflective vinyl on painted aluminum. Sign Permit Application Variance Application Variance Revision Sign Permit Application (New Site) Sign Type Schematics DRAFT ARRAY 'D' . Clarian Health North Campus Master Signage Plan Computations January 17, 2003 Sign No. Sig n Type Name Sign Type Sq. Ft./Side Sq. Ft./Sign No. of Si"gns Total Sq.Ft. Sign Height 1M Main Identifier Ground Sign 58 58 1 58 9'-0" IF.1 Main Facade Identifier Wall Sign 200 200 3 600 4'-0" IF.2 Entrance Facade Identifier Wall Sign 20 20 3 60 12" -. - - ------ ! IF.3 Entrance Facade Identifier Wall Sign 32 32 I 1 32 1'-9" IFA Large Facade Vinyl Logo Wall Sign 132 132 I 2 264 13'-0" I I IF.5 Small Facade Logo Wall Sign 39 39 2 78 7'-0" -.- - DC Campus Directional Ground Sign 35 35 1 35 81-7" DV Vehicular Directional Ground Sign 25 50 I 6 300 81-4" , G General Ground Sign 6 12 13 156 61-0" , i 32 1583 I Notes: Regulatory signs (such as STOP signs) are not included in these compultations. Table of Contents Relativity Horizontal Lamp ~ - - ~ Optical System Features_ 6-7 f2esiQn Logic _ __ _ ~9 Mechanical Features 10 Installation and Maintenance 11 AR Ordering Inrorma.tiol~ --2.?=2-3 SAR O::ge~~~lnform~tion 14-15 Luminaire Specifications 16 - - Option Specifications 17 Proportion_~uide 19 Lamp and Electrical Guide 2G-21 --- - Application Eng~neering_Servic~ _ _ 21 Photometries - See separate AR/ET Photometric Catalog. ~ KIM UGHnNG SITE I AREA PARKING STRUCTURE ROADWAY ARCHITECTURAL FLOOD ACCENT LANDSCAPE MAILING ADDRESS: P.O. BOX 60080 CITY OF INDUSTRY. CA 9 171 0-0080 BUSINESS ADDRESS 16555 EAST GALE AVENUE CITY OF INDUSTRY, CA 91745 USA PHONE 626/968-5666 FAX 626 I 369 - 2695 ENTIRE CONTeNTS @ COPYRIGHT 1999 KIM LIGHTING. INC All. RIGHI" RFSFHvm HEPRCDUCTICN IN WHOLE OR IN PART wm lOUT PERMISSION IS STRICTLY PROHIBITED. U.S. PATENT D323.8Q7 www.kimlighting.com t4.~~ ~ ~..... ANSI.RAB 'V"~ Rw-\ Council t; 's'" f- for Accreditation AlIllited to f50900l Standards Printed in U.S.A 5501099336 Version 12/99 The Archetype@ o o o 2-3 t1 Modern arch itecture often integrates curvilinear, rectilinear, classical, and neoclassical styles into a single structure. The eclectic shape of The Archetype'" readily adapts to and universally complements contem porary arch itectural design. Lighting performance, materials, robust construction, and the latest technology combine to make The Archetype'" the state-ol-the-art luminaire lor outdoor cutolf lighting. The AR (Large Archetype,g) is available in H.ID. lamp modes up to 400 watts. The SAR (Small Archetype") has been scaled to complement the larger model at lower mounting heights. Available up to 175 watts, the smaller model is ideal for pathways and courtyards where fixtures are nearer human scale. When used together, the large and small Archetype provide a logical transition from parking lot to building entrance by decreasing luminaire scale and maintaining a consistent design. arecheetype (ar'ke tip') 1: an original pattern or model of which other things are copies. 2: lirst molded as a pattern, exemplary. ...~ t ~E~fIVE.D " ~..t ' '}I DOCS ~ 11 ... ... ~ ... I ., If$,''''';' I~~~' . I Kim Theory of Relativity Integration of Luminaire Design and Site Architecture AR SAR The Small ArchetypeC!! L TV LightvauW~ r&::::~.~ /(/11 A 'VI.::: lJ !.. urni!) , 'l:/A. / L. olre D · PI::. eSign lTf:al:l Onct 1~111A1 Sco~ /VeE e lYe/or · PI:l Ive t. I "Tapa II 0 POSifio R,to = :;----= '=' = II '17 With' tv II 11 ..; -----ll7.Sj'fc.- _ .--Jl __ 11 __ .. , , .., "'~_. ii::'1r -- . L-, g 'Teet;,. ~AR ~ ....JL...- AR ~i Ii II U " II " "7 " SITE I ROADWAY ZONE The AR Archetype" on 20' - 30' poles provides large site and roadway areas the illuminance and uniformity required for safety and security, Efficient cutoff optics improve visibility and reduce light trespass. 2 KIM LIGHTING 0- . 1 __ I -~ SL Site Lightform .- L ( I I - - _! o / ~ ....... ..... ....... u PEDESTRIAN ZONE The SAR Small Archetype'" on 1Q' - 16' poles provides pedestrian areas increased visibility and accent. The reduced fixture scale maintains continuity, I...L' - -il -~ ....:=~ J ~ II~-..-- 1..=- ~. SW Site Wallform WD Wall Director'" AFL Architectural Floodlight WF Wall Form~ KIM THEORY OF RELATIVITY At Kim, product is developed in context, as it relates to Detail, Performance and Proportion. Detail to connect fixture appearance to the site and architectural elements. Performance to provide high visibility while using energy efficiently. Proportion to reflect the proximity to structures as well as site occupants. As illustrated below, each zone leading to a structure presents a unique set of criteria. The Site I Roadway Zone requires large scale sources, mounted high and spaced widely, to provide uniform illumination. Pedestrian Zone luminaires are more visible, mounted lower and provide higher illumination levels to draw attention and enhance security. The Landscape I Path Zone requires fixtures closest to occupants, delineating paths and connecting the site with the structure itself. The Building I Perimeter Zone requires design intimate with physical architectural elements while providing texture and highlight, drawing attention to entries, and producing a sense of security, Lighting practice is a blend of aesthetic design, performance and effect. Integrating Outdoor Lighting with Site Architecture is the Kim Theory of Relativity. v Ii 'j.- r!~ ,. II U,. ,. ,. n 0, €9 I I' I -- U LANDSCAPE I PATH ZONE SL Site Ughtforms delineate paths, define traffic patterns, and establish a sense of welCO'Tle and security. LTV Lightvaulfl, in-grade landscape lighting provides highlight Vvimut visual obstruction. BUILDING I PERIMETER ZONE AFL Architectural Floodlights provide highlight in architecturally sensitive enclosures we Wall Directors'" provide an up or downlight function while maintaining aesthetic continuity. SW Site Wallforms highlight entries and facades while enhancing architectural style. WF Wall FormsCl> provide unobtrusive stair and perimeter walk illumination. KINI LIGHTING :3 Horizontal Lamp See the Kim Site I Roadway Optical Systems Catalog for complete details and explanation of optical system features. o Horizontal Lamp Available in Type II, Type III, Type IV, and Type V Square distributions. This flat lens system provides maximum cutoff control and very good uniformity. Sealed optics and performance reflector technology allow this horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV distributions. An optional convex lens offers increased lens presence. a subtle improvement in uniformity. and increased effectiveness of houseside shielding. Horizontal It.. . .' .'. ..... ,/ Lamp -____. '. ,.- .. .. --- ~ -: . . --' ~ /L\ Flat Lens // 8 (3] G M ~ Type II Type III Type IV Type V ~ OpU.n.' Convex Lens o Sharp Cutoff The Archetype utilizes a horizontal lamp orientation with a flat glass lens to produce sharp cutoff with zero light above 900 horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight-down illumination is avoided by the elimination of downward reflecting surfaces. A. High-angle maximum candlepower and sharp cutoff are produced by the smooth specular side panels. B. . A specular peened upper reflector spreads light into the mid- range. gradually increasing the intensity toward higher angles while avoiding any low-angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly in- creases unitormity. A. Typical horizontal lamp luminaires produce excessive straight- down illumination in relation to the side throw. This causes poor uniformity. B. The Archetype reflectors have reduced straight-down illumination with increased side throw This produces excellent pole spacing and uniformity. o 4 K.IIVI LIGHTING ,...., ~ r/;~IiI"'";;IIII~111I .... ~ ~ ~ >>.""; Q.IIl.i I ~ .l'~, " ',~ '" ... 'i.}''7-: J . ~ , ~, I ~~!/:A~t>'.~ Optical System Features 0- Rotatable Optics All Archetype reflectors are field rotatable in 900 increments. This allows design flexibility in producing very high illumination levels for special applications or for maintaining a consistent fixture orientation throughout the site. Each reflector is labeled to show the orientation of the light pattern, and can be field adjusted. Totally Sealed Optics Kim optical systems stay clean for two reasons. First, only one piece silicone gaskets are used, which have high memory retentive qualities and very low outgassing. Second, the optical chamber is completely sealed from all moisture, air and insect entry both externally and internally. r!1~tE . A ... r-----., I . 1<411 ~I (JI I I ... Moisture, air and insect barrier. o Rotatable reflectors offer refinement of fixture orientation to suit unique site requirements. o When twin-mounted luminaires are used for site lighting using Types II, III or IV distributions, the combined effect from the twin mount is a rectangular light pattern. An identical light pattern can be achieved, with the luminaires rotated 900, by rotating the reflectors, as shown. For applications requiring high light levels, such as tennis courts, and automobile dealerships, reflectors can be aimed in parallel to double illumination levels. & KIN! LlGH liNG t Z J t ... J z= M .!:. -.., ."J- 'td ~ ._-,~ . . . . I 1 ~ ,_ ~ I . I' _ 1 . . ~ I ~ . . I ,", ."..... .. _ .. ':" " - Four Light Distributions Site configuration determines the combination of light distrl butions requ i red to efficiently illuminate desired areas. Twenty-five years of cutoff lighting experience has proven that four light 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, houses ide shields are available for locations where control of spill light onto adjacent property is a concern. See page 17. u u :~u:g,::;:Sy +-1 Seven mounting configurations are available using one to four fixtures per pole, plus single wall mounting. 8 8 ,\ IYl ~ o I.E.S. Type II 4) I.E.S. Type III e 4:) I.E.S. Type IV I.E.S. Type V Forward Throw Square Houseside shields available on Types II, III, and IV distributions only ~ .----- ~~.~ . "'I .." t;;; "" . "" fv~ ~' . ~_.~ ~"'" KIM LIGHTING 71" Design Logic '.)- Architectural Relevance Architecture controls the design of an architectural luminaire. Today's architecture is eclectic, combining square, round and neoclassic shapes into a single structure. The Archetype is designed to reflect eclectic form and outwardly express function. This variety and purpose has been beautifully sculptured into a unified luminaire design that makes a strong statement of both aesthetics and engineering. The Archetype's eclectic form is evident in these three views. From the side, its function is clearly stated. The bottom view is rectilinear while the section is a simple half cylinder. All elements combine to create a unified sculptural form that will integrate wilh virtually any architectural environment. ~ Front View Side View a={]D~ Bottom View The Archetype's slanted nose, undercut ballast compartment and oval arm combine to balance its directional nature and form. -~- -....... Round poles provide the optimum complementary shape to the Archetype. The Archetype's directional form is further influenced by its optics. A downward and outward light throw is expressed by corresponding fixture shape. o a KIIVI LIGHTING k.; Aerodynamic Shape Luminaire shape is the single' most important factor in determining pole size. Because poles are often more expensive than luminaires, a reduction in pole size can produce significant savings in overall cost. Fixture weight has little influence on pole size; because wind loading produces the greatest lateral force. The aerodynamic shape of the Archetype generates far less wind loading than a "shoebox" luminaire, thereby permitting lighter poles to be used. The aerodynamic shape also improves the effectiveness of the cooling ribs. IV Integrated Cooling The die-cast housing is a homogeneous body in which every feature has a functional purpose. H.ID. lamps produce heat, yet are operated by temperature- sensitive electrical components. Because of its compact size, new methods of controlling heat were required for the Archetype. A combination of cooling ribs and a solid barrier wall are employed to control operating temperatures for maximum component life. u AR Model 80 m.p.h. wind force: 32.7 ft-Ib Coefficient of drag: .70 E.PA: 1.2 ~~ ~ D ...--:--- :=~~~ -----:::::'-....:. - I I -, ,-- ~~ ~u)1 . '------ - -~ Secondary heat source The ballast produces heat while adjacent capacitor and ignitor components must operate below 90oC. The electrical compartment also ventilates through the mounting arm. A Shoebox with same overall dimensions 80 m.ph. wind force: 56.3 ft-Ib Coefficient of drag: 1.2 ..---.... EPA2.0~-::) ~I " G.J r""\ - n Cooling ribs double surface area, providing rapid heat dissipation. Heat is efficiently radiated from the fixture top and carried away by airflow over the housing - Primary heat source A 400 watt lamp produces bulb temperatures as high as 4000C . An extra-thick barrier wall separates the optical chamber from the electrical compartment The optical chamber is totally sealed. KIIVI LIGHTING 9 Mechanical Features (;1 I Die-Cast Aluminum Components The Archetype housing and door frame are die-cast aluminum for precision and repeatability. The housing is reinforced at the arm connection, and cooling ribs are integral with the lop surface. This feature substantially reduces the operating temperatures of heat-sensitive electrical components. The rigid door frame provides dependable sealing of the optical chamber through uniform gasket pressure. ~~~~1~ Ii J J J J ~ _ ,;\ 'I I .... Cooling ribs double the top surface area, allowing rapid dissipation of internal heat through the fixture top. Kim poles have cast aluminum caps, flush mounted by a single top screw which activates an internal grip. No fasteners appear on the pole sides. See the Poles catalog for more detail on Kim's full range of steel and aluminum poles. Durable Powder Coat Finish Kim's state-of-the-art powder coat paint system is engineered to provide the highest quality finish with absolute paint adhesion under all weather extremes The Super TGIC thermoset polyester powder coat finish is applied over a chromate pretreatment. This finish system has exceeded the A.STM. 2500 hour salt spray test. Eight Stage Finish 1. Power wash and degrease. 2. Detergent tank bath. 3. Clear water rinse bath. 4. Chromate bath. The best known pretreatment of aluminum for corrosion resistance and paint adhesion. Aluminum - Chromate - Powder Coat 5. Clear water rinse bath. 6. Dry off oven. 7. Powder coating, 2.5 mil nominal thickness. 8. Bake for 20 minutes at 41QcF Standard Super TGIC Colors BL-P Black DB-P Dark Bronze LG-P Light Gray PS-P Platinum Silver WHoP White o Single latch closure of the Archetype is made possible by the rigid die-cast construction of the lens frame. The latch is beautifully integrated into the die-cast housing with flush surfaces and articulated joints. All associated hardware is stainless steel. o 10 KIIVI I IGHTINf; --<..J Installation and Maintenance Standard Arm Mount Installation '\ Extruded arm '9F.ii"'" \ Arm Mount Installations utilize a draw-bolt system concealed within the arm's internal centering guides \ I I \ . / \l Draw bOlt~ Easy wrench access Reinforcing plate through housing Optional Vertical Slipfitter Installation '\ Extruded arm -vw- \ \ Vertical Slipfitter Installations utilize a slipfitter adapter to which the I fixture arm is bolted. Adapter slipfits tenon and is held in place by four \ set screws. One set screw is drilled \\ "~ Into the tenon to eliminate rotation. " \~ Draw bolts Easy wrench access ~ Slipfitter adapter through housing Tenon top pole ~= Optional Horizontal Slipfitter Installation u Horizontal Slipfitter Installations utilize ~IiPfitter adapter a slipfitter adapter to which the fixture housing is bolted. Adapter slipfits and clamps to horizontal arm One set screw is drilled into the arm to prevent fixture rotation. .~~ Horizontal arm Easy wrench access through housing Optional Wall Mount Installation See page 16 for details. u ----- ....----- ,; I, II(i'i : 1.1.,.', i ,I JliL~ Easy Installation The Archetype arm connection is both clean and strong, utilizing an internal draw-bolt system Inside the pole top, a reinforcing plate receives the draw-bolts. A strain relief is provided for securing the field wires. The one piece arm extrusion has internal bolt guides which position the arm during mounting. Final securing is accomplished inside the fixture using a socket wrench. Ample access is provided because the ballast module and lens frame snap out. ~ ?ID' -~' Lens frame utilizes stainless steel hinge pins and hanger hooks for no-tool mounting. No-Tool Maintenance To reduce expensive lift-truck rental time, relamping is quickly accomplished without tools. The lens frame is opened by one latch located at the front of the housing. The entire electrical module snaps out without tools, and includes quick-disconnect plugs on all wiring. A spare module can be quickly inserted to eliminate downtime, while the old module is repaired and stored for future use. The lens frame is also removable without tools, providing easy lens replacement in the unusual event that breakage occurs. For additional safety during relamping, the door frame is prevented from lifting out of Its hinges when hanging in the normal down position. KIM UGH liNG .,., Ordering Information The Archetype@ AR Mogul Base 150 to 400 Watt 0=- Ordering Example: For Standard Fixture and Pole 3 Electrical Module: HPS = High Pressure ScxJium MH = Metal Halide PMH = Pulse Start Metal Halide 4 Finish: Super TGIC powder coat paint over chromate conversion coating. 5 Optional Photocell Receptacle: Receptacle provided for NEMA base photocells (by others). 6 Optional Convex Glass Lens: Mounlill\j Fixture Electrical Module Finish Options I Pole I VSF CJplicn 2B I AR3 I 250HPS277 I WH-P I A-25 IPSA 16-41258 I WH-P I VSF-2B 1 2 3 4 5-11 12 13 Light Distribution: Cat. No.: Lamp Lamp Line Watts Type Volts 400 HPS 277 Color: Black Cat. No.: SL.P See separate Kim Pole Catalog. Omit for 1W Wall Mount '- -r- Y + -iwall : lv10unt 2.0 3.2 3.2 39 nla 2L 3T 3Y 4C 1W ,', ~.', 1\ ,,/ / " Type II Type III Type IV Type V Forward Throw Square AR2 AR3 AR4 AR5 0 150HPS120 250HPS120 400HPS120 150HPS208 250HPS208 400HPS208 150HPS240 250HPS240 400HPS240 150HPS277 250HPS277 400HPS277 150HPS347 250HPS347 400HPS347 150HPS480 250HPS480 400HPS480 175MH120 250MH120 400MH120 250PMH120 400PMH120 175MH20B 250MH208 400MH208 250PMH208 400PMH20B 175MH240 250MH240 400MH240 250PMH240 400PMH240 175MH277 250MH277 400MH277 250PMH277 400PMH277 175MH347 250MH347 400MH347 400PMH347 175MH480 250MH480 400MH480 400PMH480 Dark Bronze Light G'ay Platinum Silver White 'Custom Colors DB.P LG.P PS.P WH.P CC.P 'Consult representative for custom colors. Mounting Configuration , ... '___s i+: " 1Aor 1W 28 s"s ~s sms s s I., ) ) .....+- -t'~- 2L 3T,3Y 4C 4C t50-400W 150-250W 400W 1 Mounting: Plan View: 3Y configuration is available ... --- lor round poles only. EPA.: 1.2 2.4 Cat. No.: 1A 28 2 Fixture: Horizontal Lamp Cat. No. designates AR fixture and light distribution. ~~.\)~cIj:l See the Kim S ite/Roa dway Optical Systems Catalog for detailed information on retlector Flat Lens design and application. Receptacle] Convex Lens * - Fixture with Photocell Receptacle S - slave unit(s) Allowable Wattage per fixture: Cat. No.: CGL o Tempered convex glass lens replaces standard flat lens. '12: KIM LlGH liNG ~ 7 Optional Polycarbonate Cat. No.: LS Shield: I Polycarbonate Shield 8 Optional Houseside ~ Cal No.: HS Shield: ~~, HStor . flat lens . Cal No: HSC ~ HSClor convex lens . 9 Optional Tamper- Tamper-Resistant Cat. No.: TL Resistant Latch: Lalctl 10 Optional Horizontal Slipfitter Mount: U 11 Special Options for Street Lighting: 12 Poles: 13 Optional Vertical Slipfitter Mounts: u Polycarbonate Shield replaces standard tempered glass lens. 250 Watt Maximulll. May be used with 400HPS in outdoor locations were ambient air temperature during fixture operation will not exceed 850F. See "CAUTION" on page 17. Recommended for use with clear lamps only. Effectiveness is reduced for coated lamps. Not for use with Type V light distributions. For use with all fixtures with convex glass lens. Not for use with Type V light distributions. Standard die-cast latch IS provided with a captive 10-32 stainless steel flat socket-head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures C8n be reached by unauthorized persons. SI~ Cat. No.: HSF Replaces standard mounting arm with a slipfitter for mounting to a horizontal pole davit-arm with 2- pipe-Size mounting end (2"1,OD.). Cat. No.: T8 Cat. No.. AF Terminal Block located inside the fixture electrical compartment. Air Filter to allow ventilation through the optical chamber. See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. 0 Cat. No. ~ Cat. No Mounting Configuration Allows standard fixture and arm VSF-1A mJ SVSF-1 A 1A - Single arm mount to be mounted to poles rlaving a VSF-2B SVSF-28 28 - 2 at 1800 2" pipe-size tenon (2W 0.0 x 4/i VSF-2L SVSF-2L 2L - 2 at 900 Illlrl length) VSF-3T SVSF-3T 31 - 3 at 900 Round VSF-3Y Square 3Y - 3 8t 1200 VSF-4C SVSF-4C 4C - 4 at 900 -- KllYILlGHrlNG "13 SAR Medium Base 70 to 175 Watt ~ ()- Ordering Information The Small Archetype@ Ordering Example: For Standard Fixture and Pole 1 Mounting: 3SY configuration is available for round poles only. 2 Fixture: CaL No. designates SAR fixture and light distribution. See Ihe Kim Site/Roadway Optical Systems Catalog for detailed information on reflector design and application. 3 Electrical Module: HPS = High Pressure Sodium MH = Metal Halide 4 Finish: Super TGIC powder coat paint over chromate conversion coating 5 Optional Photocell Control: Not available for 1 W Wall Mount 6 Optional Convex Glass Lens: Mounting Fixture Electrical Module Finish Options I Pole I VSF Option 1 SA / SAR2 /175MH120 I BL-P I A-30 IPSA 16-4125SA / BL-P / VSF-1 SA 1 2 3 4 5-11 12 13 Plan View: See separate Kim Pole Catalog. Omit for 1 W Wall Mount. '- ~ y + -Ii Wall : Mount 1.2 1.9 1.9 2.5 nla 2SL 3ST 3SY 4SC 1W -- --- EPA: 0.7 1.4 Cat. No,: 1 SA 2SB Horizontal Lamp '~. . r.~.:; .- 11.............. ,'" 1\ ,,/ ". " ". " Flat Lens Light Distribution: Type II Type III Type IV Forward Throw SAR4 Type V Square SARS Cat. "Jo,: SAR2 SAR3 o 4lt 70HPS120 100HPS120 1S0HPS120 70HPS20a 100HPS20a 1S0HPS20a 70HPS240 100HPS240 1S0HPS240 70HPS2n 100HPS2n 150HPS2n 70HPS347 100HPS347 1S0HPS347 Lamp Lamp Line Watts ~ Volts 70MH120 100MH120 150MH120 175MH120 150 HPS 120 70MH20a 100MH208 150MH208 175MH20a 70MH240 100MH240 150MH240 175MH240 70MH2n 100MH277 1S0MH277 17SMH277 70MH347 100MH347 150MH347 175MH347 Color: Black Dark Bronze Light Gray Platinum Silver White 'Custom Colors Cat. No.. SLoP DB-P LG-P PS-P WHoP CC-P -Consult representative for custom colors. Cat. No. and A-30 120V Mounting Configuration ;......s Line Volts: A-31 208V ,-- ~ 1SA 2SB _s_ A ~ A-32 240V :I: - Fixture with Ptlotocell Tl Sensor ~s s~/ s s .. A-33 277V \ ' I Photocell J - S - slave unit(s) \, /' A-35 347V "-1'--- *-,"/ 2SL 3ST, 3SY 4SC Sensor No fixture wattage limit. Cal. No.: CGL Tempered convex glass lens replaces standard flat lens. o Convex Lens "14 K.IIVI LlGH liNG -u 7 Optional Polycarbonate Shield: 8 Optional Houseside Shield: 9 Optional Tamper- Resistant Latch: 10 Optional Horizontal Slipfitter Mount: U 11 Special Options for Street Lighting: 12 Poles: 13 Optional Vertical Slipfitter Mounts: u ~ Cat. No: LS P""I'Sh;ed U Polycarbonate Shield replaces standard tempered glass lens. See "CAUTION" on page 17. ~.." HS for ..' flat lens ~ - Cat. No.: HS ~"":;-, HSCfor convex lens ~ . Cat. No.: HSC Recommended for use with clear lamps only Effectiveness is reduced for coated lamps. Not for use with Type V ligtlt distributions. For use with all fixtures with convex glass lens Not for use with Type V light distributions. Standard die-cast latch is provided with a captive 10-32 stainless steel flat socket-tlead screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. Replaces standard mounting arm with a slipfitter for mounting to a horizontal pole davit-arm with 2' pipe-size mounting end (2%'00). Cat No.: AF Air Filter to allow ventilation through the optical chamber. See Kim Pole Catalog for a complete selection of square and round poles in aluminum or steel. 0 Cal. No. ~ Cat. No Mounting Configuration Allows standard fixture and arm VSF-1SA BJ SVSF-15A 1SA - Single arm mount to be mounted to poles having a VSF-2SB SVSF-25B 25B - 2 at 1800 2" pipe-size tenon (2%" 0.0. x 4// VSF-2SL 5VSF-2SL 2SL - 2 at 900 min. length). VSF-3ST 5V5F-35T 35T - 3 at 900 Round VSF-3SY Square 3SY - 3 at 1200 VSF-4SC SVSF-4SC 4SC - 4 at 900 Cat. No: TL SI:f::J ~ Cat No.: HSF KIIVI LIGHTING "15 Luminaire Specifications AR and SAR Models Housing: One piece die-cast aluminum with integral cooling ribs over the optical chamber and electrical compartment Solid barrier wall separates optical and electrical compartments. Double-thick wall with gussets on the support-arm mounting end For the large AR model, housing forms a half cylinder with 550 front face plane providing a recess to allow a flush single-latch detail. For the small SAR model, housing forms a half cylinder with 58D front face plane providing a recess to allow a flush single-latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One piece die-cast aluminum lens frame with 1" minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no-tool mounting and removal from housing. Single die-cast aluminum cam-Iatch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket ClearY16" thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak'" optical segments rigidly mounted in an aluminum frame, which attaches to the housing as a one piece module. Reflector module is field rotatable in 900 increments. AR model HPS and PMH sockets are porcelain 4KV pulse rated mogul base. MH sockets are porcelain mogul base, pln- oriented, with molded silicone lamp stabilizer. SAR model MH and HPS sockets are porcelain 4KV pulse rated medium base. All reflector modules are factory prewired with quick-disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick-disconnect plugs. Electrical module attaches to housing with no-tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -20DF. starting Support Arm: One piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Optional Wall Mounting: Large AR model mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts. and a trim plate covers the wall-embedded Junction Box. All wall mount components are finished to match the fixture. Small 8AR model mounts to 3' or 4' Junction Boxes by a cast aluminum adapter plate with fixture mounting bolts. NOTE: Junction Box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Quick-disconnect plug and wiring are provided to allow field connections prior to SAR fixture mounting. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is audited to 1809001 standards. 0- Dimensions AR Model 150 to 400 watt Mogul Base Lamps 18'1 @i dlJ f-- 22Yi ----1 10 01 ~ ~2' Arm cross-section Maximum Fixture weight (400HPS) = 45 Ib SAR Model 70 to 175 watt Medium Base Lamps ~I ~L ~17W---1 fOO.-. 10 ...l. 04W 1 Y.{'-1 C. Arm cross-section Maximum Fixture weight (150HPS) = 25 Ib Optional Wall Mounts ~.., ...'........"..... 111 H .'" , 11G ':. n.-'" -...-< ~~ ~~..~.....'.'.f........~.......: /:~~~"'.'. 0 I i:~;.' " \ .0. "...- ,~, \~::.. 'v:~ \ SAR wall mount using \ adapter plate - \ 3' or 4' J-box (by others).J AR wall mount using wall embedment bracket - J-box in wall (by others) u o CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result In serious personal injury. "6 KIIVI LlGIITING Option Specifications -0 See pages 12-15 for complete ordering information o Photocell Control: Large AR model supplied with a fully gasketed receptacle above the electrical compartment for NEMA base photocell (by others). For all multiple-fixture pole mountings with two or three fixtures, one fixture has a receptacle to operate the others. Four fixtures (250 watt or less) also require one fixture with a receptacle. Four fixtures (400 watt) require two fixtures with receptacles. Small SAR model supplied with an internal photocell with the sensor on the fixture end facing the pole. For multiple-fixture pole mountings, one fixture has a photocell to operate the others. Not available for SAR if wall mounted (1W). Convex Glass Lens: The Y'6" thick clear convex tempered glass lens replaces the standard flat glass lens. Provides increased lens presence and provides a subtle improvement in unlformty where pole spacing is extreme. Increases effectiveness of houseside shielding Polycarbonate Shield: One piece vacuum formed, clear, UV stabilized convex polycarbonate, fully gasketed, replacing the standard tempered glass lens. 250 watt maximum in AR model. AR model may be used with 400 watt HPS in outdoor locations where ambient air temperature during fixture operation will not exceed 850F. CAUTION: Use only when vandalism is anticipated to be high Useful life is limited by UV discoloration from sunlight and metal halide lamps. Houseside Shield: (Types II, III, and IV only). Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections, Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a black anodized panel added to the reflector to reduce houseside reflections. Use with clear lamps only, as coated lamps reduce effectiveness. AR photocell receptacle NEMA base pllOtocell (by others) :u.~ ~I: ! i I I ! SAR photocell sensor For pole mounted fixtures only / Tamper-Resistant Latch: Standard die-cast latch is provided with a captive 10-32 stainless steel flat socket-head screw to prevent unauthorized opening. Required only for vandal protection in locations where fixtures can be reached by unauthorized persons Horizontal Slipfitter Mount: Replaces standard mounting arm with a slipfitter which allows AR or SAR model to be mounted to a horizontal pole davit-arm with 2' pipe-size mounting end (2%" 00.). Cast aluminum clamp-type slipfitler with set screw anti-rotation lock. Bolts to housing from inside the electrical compartment using mounting holes for the standard support arm, DaVit-arm must be field drilled at a set screw location to insure against fixture rotation. Finished to match fixture and arm. Convex Glass Lens @-,-CI~ AR = 4-T SAR = 3' Polycarbonate Shield ~'V' ~...._._ .~ - "'...." '~ . A -::''''-.... ....."--~ ~- ~- HOLJseside Shield for flat lel1s Houseside Shield for convex lens Tamper-Resistant Latch " Horizontal Slipfittcr Mount /F"'/'-' / / Davit-arm with 2' pipe-size J fixture mount (by others) L Special Options for Street Lighting Air Filter: Allows for ventilation through the optical chamber, filtering all air particles above 500 microns. Multi-layer disc assembly mounted on solid wall between optical compartment and latch cavity Terminal Block: (For field wire connections in AR model only.) 85AMP, 600V box clamp terminal block mounted to the housing inside the electrical compartment. Accepts # 14-4 wire. Factory prewired to electrical module quick-disconnect plug. Air Filter Terminal Block u Vertical Slipfitter Mounts: Allows AR or SAR model with standard support arm to be mounted to poles having a 2' pipe-size tenon (2%' 0.0. x 4Yi' min. length), All mounting configurations can be used (AR 1A, 28. 2L, 3T, 3Y, 4C or SAR: 1SA, 2SB, 2SL, 3ST, 3SY, 4SC). 4" square or round die-cast aluminum with flush cap, secured by four 3jg' stainless steel set point alien screws, finished to match fixture and arm. ~ Detail ~ OJ Stainless ED. . steel . - set screws - Round Square Pole With 2' pipe-size telloll (by others) - KIIVI LIGHTING 1'7 ~ -----=---.:..... - --:. ..~-~ -, ' <.1_' '._ ~ ~- -::-.=--. --- --== !~ .~-.JI: \ \ .: \. ! .:\ . ~l . :, ,:I:u ~~a ocr L1GIITING Proportion Guide u 70 to 400 Watt / 101 to 30' Poles 32' .:. 30' 28' This proportion diagram is intended to help visualize C:lnd 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. AR Models: 150 to 400 Watt 20' to 30' poles 26' 24' 22' 20' CJ 18' SAR Models: 70 to 175 Wall 16' 10' to 16' poles , I 14' ]. I 12' 10' I t 8' I' 6' 3 :;/s" 3%' 4" 4" 6" 4' . W 2' GRADE ...IIVI LIGHTING 119 Lamp and Electrical Guide U- Q.<II E::: j~ Ui (ij~ ~ ZtIl>- c:(CO I- ~ :::I CIlO :!::J: .....~ - <II C -CIl .~ E .- :::I .E..... III Ol S '0 > Cl .!: ~C;; ~~ 0<( - c':; ~.g Ou Cl c: ' ._ <II t:Q. tilE We:[ ct.i 'Q. ~E :i!:<( Lamp HIGH PRESSURE SODIUM 70HPS I 120 081 145 0.75 1.45 ED-17 Clear 70 3-62 24000 6300 208 0.47 0.85 0.45 085 Medium Base (SAR only) - 240 0.40 0.75 0.37 075 277 0.35 0.65 0.35 0.65 347 030 0.55 0.30 0.55 100HPS 120 1 15 2.20 I 1.30 2.20 ED-17 Clear 100 3-54 24000 9500 208 0.67 1.25 075 1.25 Medium Base (SAR only) 240 0.58 1.10 I 065 1.10 277 0.50 0.85 0.60 0.85 347 I 039 0.70 0.45 0.70 150HPS 120 1.65 280 2.00 2.80 E-231i2 Clear 150 3-55 24000 16000 208 0.95 1.60 115 1.60 Mogul Base (AR only) 240 0.83 1.40 1.00 1.40 ED-17 Clear 277 I 0.72 1.25 0.85 1.25 Medium Base (SAR only) 347 I 056 0.92 0.52 0.92 480 I 0.42 0.70 050 0.70 250HPS 120 2.50 1.70 1.65 250 E-18 Clear f-- 250 3-50 24000 29000 208 1.50 1.00 0.95 1.50 Mogul Base (AR only) 240 1.30 0.85 0.80 1.30 277 1.10 0.75 0.70 1.10 -- 347 093 070 0.60 0.93 480 0.63 0.45 040 0.63 400HPS 120 3.80 2.00 3.30 380 E-18 Clear 400 3-51 24000 51000 208 2.20 1.20 1.80 2.20 Mogul Base (AR only) 240 1.90 0.95 1.50 1.90 - 277 1.70 085 1.40 1.70 347 1.32 I 0.70 1.00 1.32 I--- I 480 0.97 0.55 075 097 o METAL HALIDE 70MH I 120 85 I 190 .55 1.90 ED-17 Clear 70 M-98 15000 5376 208 .49 1.00 .30 100 Medium Base (SAR only) 240 42 .90 .25 .90 I - 277 .37 .80 .25 80 347 .30 I .65 .20 I 65 100MH 120 1.15 2.60 1.15 2.60 ED-17 Clear 100 M-90 15000 8640 208 0.66 1.50 0.66 1.50 Medium Base (SAR only) 240 0.58 1.30 0.58 130 277 0.50 1.15 0.50 1.15 347 040 1.00 0.40 1.00 150MH 120 1.60 365 0.95 3.65 ED-17 Clear 150 M-102 15000 14400 208 0.90 2.10 0.55 2.10 Medium Base (SAR only) 240 0.80 1.80 050 UlO - 277 0.70 1.58 0.42 1.58 I 347 0.55 1.25 065 1.25 175MH 120 1.80 1.80 1.30 1.80 BT-28 or ED-28 Clear 175 lvi-57 10000H 14400H 208 104 1.04 0.75 1.04 Mogul Base (AR only) 240 I 0.90 0.90 0.65 0.90 ED-17 Clear 277 I 080 0.80 0.55 0.80 Medium Base (SAR only) 347 0.65 0.65 0.50 0.65 I 480 0.45 0.45 I 0.35 0.45 250MH 120 2.60 260 1.00 2.60 - BT-28 or ED-28 Clear 250 M-58 10000 23000 208 1.50 I 1.50 0.60 1.50 Mogul Base (AR only) I 240 1.30 1.30 0.50 1.30 277 1.10 1.10 - 045 I 1.10 347 0.90 0.75 - 0.80 0.90 480 0.65 0.65 0.30 T 0.65 o 20 KIM L1UHTING -0 o o Lamp ED-28 Clear Mogul Base (AR only) 400 250PMH ED-28 Clear Mogul Base (AR only) 250 M-138 400PMH ED-28 Clear Mogul Base (AR only) 400 M-135 15000 120 2.50 1.40 2.30 2.50 208 1.45 0.80 1.30 1.'15 240 1.25 0.70 1.15 1.25 277 1.10 0.60 1.00 1.10 120 4.00 3.00 3.50 4.00 208 2.30 1.15 2.00 2.30 240 200 1.00 1.75 2.00 277 1.75 0.85 1.50 1.75 347 1.40 0.70 1.20 1.40 480 1.00 0.55 0.90 1.00 24200 20000 40400 1 All initial lumen values shown may vary, from one manufacturer to another. Consulllamp manufacturer's data for exact lumen and life d8ta. 2 Data provided is extracted from Venture Uni-Form product inform8tion. NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. WARNING: All fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so m8Y result in serious personal injury. Lamps by others. Application Engineering Services /~,;.,1.1~^~~'~':~ . 1 4 I I: ' f !iJP" ~~ . "",\\' ? . . I ~..= /i>:'+\~"'":..p, . ~::::~ ...."P;.;<\.'... -....' --. ,,_.~---- --! ...-....., ~.~,\';.;::..J - - ~.!._--- .~ ~<;;' ~\., ..t~ ~ r - ~.:-: ~. ___., """ ._~~.~<:"!,_'.~_._..,__ ~uo ~. - -- '" :~- ~'" .-'-' ...-.--.. '~.._-_.. U "t~... r y--~ 5\;~~_.____~~~~~:: ....,.': !===.~. '"..~ .;:-.. :.~.~2.. _~ ,.. ~ -,,~, ~--_._-==t I ,-::~::;;::::y; :~C~~ =\o:~~ J1I~:J~'::~:~ , .~,..~,D:i f..l..~,"":. :'1',~~~" iIJ:r:IT~ ~4'1..~ ~~>> ~l W""j 1[_-1.. ~ ..~~ n'TI f ~~"'1' ---l ... __ ... ..... >a ..., o.'t .. .. ~ ... '. ..l.:.l"?~'" 0:;:;,. l!....ri 4. a:,l! .....,.'" ~ .~........,..:::i:i !: ~,;,~ ~.;;;. ..1-~~~+W+-:.t' ,~I':'ll, : r +'H~" ~go,". '><1. .~..,~~..~~~.::: ~"\I.!""!lPO." .~~hj"",......tl'."'.~l~,."l."""'. ~L,..:_.._..~...... 1-..,..,. --. .~.....~ ~...~...............,..'-,"..'."f.," ,", -,I~I'I~I";'"'>>O'i,.:.., ~..;~ ~"~.''''jl ..-... ~ ,~:;;...-m. ~.'bm~..fl~.("'lihi1LJ.!~.."'_ILl~L,.;t.=. !""'l. I=~+~~ ;:;~~:iii fI.r...................~-...rdH.....-ur-u.:;tJ.....~~h..r,.....T:hl. M~.. ~i..... .,~;,f 1lI- ...~w=... .........................r Applications Assistance Kim Lighting utilizes the latest computer technology and software to provide specifiers with reliable evaluations of lighting system performance. Kim can analyze a proposed luminaire layout or provide recommendations based on performance criteria. Hard copies of plans can be sent directly to fhe Kim Applications Department via fax, express or regular mail. Any .dwg or .dxf file can be transmitted via modem or email (kimapps@kimlighting.com), or placed on diskette, CD ROM or Zip disk, and forwarded to Kim Lighting clo Kim Apps. Photometric Files Kim photometric files are available free in both electronic and hard copy format. Electronic photometric files include .pdf file format pages for printing and .ies files for use in lighting calculation software. The complete .ies I .pdf library is available on CD ROM and on the internet at www.kimlighting.com. - - - - ---.... KINI LIGHTING 21