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Home My WebLink AboutCorrespondence Page 1 of2 ., From: Dobosiewicz, Jon C Sent: Thursday, August 12, 2004 10:17 AM To: 'Ryan Oyster' Cc: Hollibaugh, Mike P Subject: RE: Elevations ~ GPD GROUP RYAN C. OYSTER Staff Engineer 330-572-2100 Direct 330-572-2131 Dobosiewicz, Jon C Fax 330-572-2101 E-Mail royster@gpdgroup.com www.gpdgroup.com 520 South Main Street Suite 2531 Akron, Ohio 44311 Ryan, Please note the following preliminary comments on the elevations: ~1'vV 1. There is no balance on the front elevation. Utilize either the arch or ga~Sign for both elements. ~ The front elevation proportion is not preferred. Narrower columns as depicted in the Frankfort, IL elevations are preferred. 0"rovide a defined base. Perhaps a change in material or brick color. ~li9ht fixtures above the windows should be of the same color, style and mounting height. ~II out all building materials and colors. The colors of the brick and E.I.F.S. on the Frankfort building are preferred. I am not sure what the provided elevations reflect. ~ring height of vestibule roof down to match ridge line with rest of building (similar to drive-thru). (!) Provide elevation of dumpster enclosure. tf!lncorporate building materials in menu board sign base. @ Incorporate building materials in any ground sign design. 10. Provide sign details. A typical box sign for the KFC is not preferred (not opposed to "mug"). Please explore options of push through or routed elements to create higher contrast as opposed to flat lexan panel. Also try to frame sign area lie LJS sign for balance. 11. I would like to discuss some options on the LJS sign that may allow it to be larger than proposed (no variance required). The proportions look better in the Frankfort elevation and I this we may be able to be there without a variance. Overall this is a good start. However the final rendering presented to the commission should have the same level of effort in preparation of the exhibit as the Frankfort plan. Thanks, Jon -----Original Message----- From: Ryan Oyster [mailto: royster@gpdgroup.com] Sent: Wednesday, August 11, 2004 1:34 PM To: Dobosiewicz, Jon C Subject: Elevations 8/12/2004 Page 2 of2 Jon, Here are the elevations of the Rangeline Rd site. I'll see you Tuesday August 17th at 11 :30. Jim Avery's business # is (317) 297-7951 Ryan C. Oyster Engineer GPD Associates 520 South Main Street Suite 2531 Akron, Ohio 44311 PH: 330.572.2100 Direct: 330.572.2131 Fax: 330.572.2101 *** eSafe has scanned this email for malicious content and found it to be clean *** IMPORTANT: Do not open attachments from unrecognized senders *** 8/12/2004 SOUTH RANGE LINE ROAD (90t PROP. R/W) --------------t..-_________ \ --- . t c:::::::::J 150.00' ROP. @ 25'~lfllii.G S 5.6 24.0' <16.8' ~ c.. )> z o -4'- I 1"1 I i 1 . ' , '. 1 CD / 1 ':' . .' "! oj 1J !O i '" ... ' ~I z '" . .. ~.. ;. ~I ~ !:i c c 1\11 ~ c )0 c i !! 1J z '" , . I A- , .... Ia . ' I ~ ,. . I ~ i en I '" aI 1; 1 '" t' 1 I 1 1 I I~ · t ~ "! ~ ~ - ~ @ @~ ~ . '~~~ 1 ~~ ~ .,~ ... ~; .'" (~~ ~'.... {kF ~ . , . . . - . . . . 1 I I L L 10 BUILDING, PARKING, 8< - -- - -- - ---gr SIGNACE SETBACK ... 150.00' 1 41_3~" r Ct") I ex::> L.() I Ct") KCF SIGN AREA = 14.9 S.F. (x 2 signs) 1 101-5" t ~ L.() I -r- JONG JOHN SILVER'S SIGN AREA = 14.9 S,F. (x 2 signs) :t ~ ..... ..... .... I i'- PI') . .w . I:~i s: .:gJii: i :U')li': I :~Ifi ~ i:OJ ~: I :Q..I i: i:lJ . ~ z (9 (jJ f,- Z LU ::2 :J Z o ::2 tL o (jJ o M .~i S'~ .~ ! .~ < "" ... ! 'i' ... OESIGN~METEIUi: . 110 mph wind speed :J.secondgust.Exposure C. . 300 PSF per foot a/depth allowable 1~1eral $oil bearing pressure. . Compliant with na~onalbui!ding codes and standards (IBC, UBC, BOCA,AISC,A$CE 7; ACI & Aluminum Design Manuaij . ReIer to written documentation for m~terial specific.1ions MBTI.~. OF KFe OI~NALCABINET Sq, FUOO . ExtrudedaJumioum fr~me, 4 112' deep whh builHnre1ainer. . Alumioul'1) painted fillers . .118 Pan formed SO polycarbOna1e . Approximate weight: 80 Ibs. BeCll'ical: Lamps: Ballast: Amp Load: Circuits: (2) F42T12HO/CW 11)2 Lamp electrOnic 00118$111.1 ampsb/ich) 1.1amps/120 volts 11) 20 amp circuits 60 HZ. UL 48 & NEC complian1 TOTAl LOAD: U Il1IpIH1)20 Imp circlll1$60 HZ GRAPHIC & COlOR SPECIFICATIONS, KFC 0:5. m:100, y:100, k:5 =Red 0:100. m:83, y:O,I<:61 =8lue 0:0. m:t1. y:26, k:O = tan US PMS 102 Yellow PMS 2728 Blue PM$ 179 Red PMS 326 Teal SECTION A-A ~ ~ ~ 0.18 cu. YD. ... CONe. REo.'O. 2! :Ii .., .. .- i I IT' i' " ~r 7' 51/2' /2::'2:::'>. t'~, '\:\;\ . ~~ 3112'0.0, PIPE 'I ~ i )I~I \ '\ ,j ! r L./ 1/16'011\, HOLE '~.dl (y~~ - I. A:j6PLATE J I 1D'I~ ___ I ~-_.._. ~ -, ....... A ~.;! 17675 OAK RlDeE HleHWAY' KNOXVILLE, TEN~EJiSa 39731 'VOICE' 865.342.8338 . fAX: 865.539.2810 . WWI'I,TRISECTEN61~EERING.COM ~...~ ~;:'. TACO i'P .,a..~ @!J. ~.. AuA="",Fm- cpo 0 D 0 o ~~) it ~ PLAN VIEW ~ ~311116' YUM-PB-2 4'-27/8" 3'-79/10 TS3"X:rX3l16" ~ C- .. 518" D!A. BOLTS 18 PLACES} MATCH PLATE MATCH PLATE TS3'X3'X3/16' BASE PLATE NOTE: SlAB IS 2'-6"THICK :1'-8" FRONT ElEVATION A~ I 7675 OAK RIDGE HIGHWAY. KNOXVillE, TENNESSEE 39731 . YOICE: 865.342.8333 . FAX: 865.539.2810' WWW.TRISECTENGINEERING.COM ~. ~ DESIGN PARAMETERS: . 110 mph wind speed 3-second gust-Exposure C. . 300 PSF per foot of depth allowable lateral soil bearing pressure. . Compliant with national building codes and standards (lBC. UBC. BOCA, AISC. ASCE 7, ACI & Aluminum Design Manual) Refer to written documentation for material specifications. YUM-PB-2 - PREVIEW BOARD 2 PANEL . Extruded aluminum frame. 7 3/8' deep . Sufficiently ventilated to prevent condensation Electrical: Lamps: Ballast: Amp Load: Circuits: (4) F60T12HO/CW (1) 4 Lamp electronic ballast 2.2 amps/120 volts (does not include speaker electricall (1)20 amp circuits 60 HZ - UL 48 & NEC compliant TOTAL LOAD: 2.2 amps -11) 20 amp circuits 60 HZ GRAPHIC & COLOR SPECIFICATIONS: COLOR: MODEL Black KL, KT & TL Metallic Silver/Gray KA & LA HI'I.~ ;~~TACU p/f!t *-:~ DESIGN PARAMETERS: . 110 mph wind speed 3,second gust-Exposure C. . 300 PSF per foot of depth allowable lateral soil bearing pressure . Compliant with national building codes and standards {lBC, UBC, BOCA, AISC, ASCE 7, ACI & Aluminum Design Manuall . Refer to written documentation for material specifications. YUM-MBS-4 - MENUBOARD 4 PANEL Sq. Ft.: 47.3 . Extruded aluminum frame. 7 3/8" deep . Sufficiently ventilated to prevent condensation Electrical: Lamps: Ballast Amp Load: Circuits: (8) F60T12HO/CW (2) 4 Lamp electronic ballast 3.4 amps/120 volts (1) 20 amp circuits 60 HZ - UL 48 & NEC compliant YUM-MBS-ADD - MENU ADDER PANEL YUM-MBSS - DRIVETHRU MENUBOARD SHROUD TOTAL LOAD: 3.4 amps - (1) 2D amp circuits 60 HZ GRAPHIC & COLOR SPECIFICATIONS: COLOR: MOOEL Black KL, KT & TL Metallic SilverlGray KA ~ ~ SECTION B-B A ~,~.~~ I 7575 OAK RIOGE HIGHWAY' KNOXVILLE, T"NN"SS"" 39731 . VOIC": B65.342.8333 . FAX: 855.539.2810' WWW.TRISECTENGINEER[NG.COM ~ s 11/T -------.----.---- ----..-.----.---..-- -. --- . -------..--- ..--- -.- ---- II ... a- ------~~~-~-~~-~-~--=-~=-_:=--- ':---- ~-=---- -------------- - EL March 17, 2005 ]ANIES BRAINARD, M<\YOR Mr. Ryan C. Oyster GPD Group 520 South Main Street, Suite 2531 Akron,OH 44311 RE: Kentucky Fried Chicken/Long John Silver's Restaurant - Project Revie,v #4 Dear ~1r. Oyster: The City has received your dra\vings dated March 15, 2005 based upon the City review of March 10, 2005. The comments from the City revie\v have been satisfactorily addressed. The City requires a minin1um of " five sets of plans. If you \vould like more than one approved set, we will approve up to a maximum of seven sets. Please provide at least t\VO more sets of dra\vings. You are probably already a\vare of these requirements, but prior to approval of the plans, the follo\ving \vill have to be addressed: . Provide a performance guarantee in the amount of$16,132.00. Obtain a right-of-\vay permit. Pay $1,263.00 water/se\ver connection fees. If you have questions, please contact me at 571-2441. cc: Jon Dobosie\vicz, Department of Community Services John Duffy, Carmel Utilities Paul Pace, Cannel Utilities Paul Arnone, Carmel Utilities Greg Hoyes, Han1ilton County Surveyor's Office John South, Hamilton County Soil & Water Greg IIko, Crossroads Project File Engineering DepartIl1ent Revie\\' \ \Apps2 \ IIser data\ellg\slzared\DHillIP R DiRE V04IKFC-L D1VGi DH,VSIL VER#3. doc DEPARTMENT OF ENGINEERING O]'\E CIVIC SQUARE, CARNIEL, IN 46032 OFFICE 317.571.2441 FfuX 317.571.2439 EJYIAIL engineering@ci.carmel.in.us 1111- ~~ ~ ~t e e C1 EL March 10,2005 ]Al\1ES BRt\INARD, MAYOR Mr. Ryan C. Oyster GPD Group 520 South Main Street, Suite 2531 Akron, OR 44311 RE: Kentucky Fried ChickenlLong John Silver's Restaurant - Project Revie,v #3 Dear Mr. Oyster: The City has received your drawings dated February 11,2005 based upon the City review of December 13, 2004. The conlIDents from the City review have been satisfactorily addressed with the following exceptions: PROJECT COMl\1ENTS-CONSTRUCTION PLi\NS 16. Comment on previous revie\v: "Please add a note the pavement, walk and curb in the right of way shall be sa\v cut to a clean edge at limit of removal and indicate on the drawings. W alkmay be renloved to the nearest joint. Thank you for adding the notes. Please add similar sa\v cut note to keynote 3 (remove to nearest curb joint)." Repeat previous comment: Please add similar saw cut note to keynote 3 (remove to nearest curb joint). Based on additional 'revie\v, the City provides additional comments: 1. Please indicate removal of mainline pavement as necessary to place depressed curb and new aprons. The Department \vould expect that some portion of mainline pavement would need to be removed to facilitate the \vork. Please indicate removal limits with a keynote 33 reference and a note for replacement in accordance with City standard street cut patch detail. 2. Sheet C2.0 ~ The "PROP. R/W" label is in a location at the east edge of the south entrance. This label obscures the fact that the concrete apron is to extend to the proposed right-of-way line. Please place the "PROP. R/W" label else\vhere. 3. Sheet C2.0, Keynote 5 - Please specify #53 stone instead of "crushed aggregate or gravel." 4. Please provide the City standard detail for the 6" wide P.C.C.curb within the right-of-way. A copy of this City standard is enclosed for your use. This curb differs from the on-site curb and will need to be delineated. 5. Thank you for providing the Department standard detail.for the valley gutter as requested. Because of long-term problems experienced \vith installation in accordance with this detail, the 'Department is in the process of revising the detail. In the cross-section of the valley gutter, please indicate four epoxy-coated #5 steel reinforcing bars. The bars should be placed at a depth of three inches_ fron1 the botton1 of the valley gutter section. The distance from'the edge of the valley gutter to the first bar on each side should be three inches and the remaining two bars should be placed at three spaces of six inches each. 6. Please remove Sheet L1.0 - Landscape Pla~1 and Sheet L1.1 - Landscape Details from the set of plans subnlitted for approval. Approval of the Landscape Plan does not come. from the Department of Engineering. 7. Please address the drainage revie\v conlll1ents on the attached "Revie\vChecklist". There are three itenls that need to be addressed and should be Hunor revisions to the plans. DEPARTMET\T OF ENGINEERING ONE CIVIC SQUARE, CARNIEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 EMAIL engineering@ci.carlnel.in.us .'* ~:~. .r~ e J\1r. Ryan C. Oyster March 10,2005 Page 2 of2 e If you agree with our comments, please make the revisions and submit all copies necessary for approval and we will approve the drawings. Please provide a written response to the comments outlined in this letter. 'All bonds and performance guarantees (if required) must be posted prior to Engineering Department approval. Also, Board of Public Works and Safety approval (if required) must be obtained prior to Engineering Department approval. If you have questions, please contact me at 571-2441. Enclosure cc: Jon Dobosiewicz, Department of Community Services (\v.o. encl.) John Duffy, Carmel Utilities (w.o. encl.) Paul Pace, Carmel Utilities (w.o. encl.) Paul Ali10ne, Carmel Utilities (w.o. enc1.) Greg Hoyes, Hamilton County Surveyor's Office (\v.o. encl.). John South, Hamilton County Soil & Water (\v.o. encl.) Greg ~lko, Crossroads Project File Engineering Department Revie\v \ \Apps2\llser data\e/lg\shared\DHil/\P ROJREV04\KFC-L01VGJOHNSIL VER#3.doc r\ - .--..--------. ..-- - -- ----- - . . - ~ -,-- - -- ------ --------..-..--.. ...- - -.. - .--" - ______n _ __ ___ _ __ ___ _____~_ .___:~-_=_____ -e--- :q" --------.--.----------.----- ---- -, .---. .------_.__._----.._-----------~.- December 13,2004 J~L\l\!lES BRAINARD, MAYOR CI EL NIr. Ryan C. Oyster GPD Group 520 South Main Street, Suite 2531 Akron, OH 44311 RE: Kentucky Fried Chicken/Long John Silver's Restaurant - Project Revie,v #2 ot./-080(JC{ L Dear Mr. Oyster: The City has received your comment letter and revised dra\vings dated October 25, 2004 based upon the City revie\v of September 21, 2004. The comments from the City revie\v have been satisfactorily addressed \vith the follo\ving exceptions: PROJECT COMMENTS-CONSTRUCTION PLANS 14. Comment on previous revie\v: "Please add a right of way pavement section for asphalt pavement in the right of\vay." Please sho\v either a full concrete apron to proposed right of\vay line, or sho\v as right of way asphalt section, up to the right of way line with a different hatching. Detail 1, Sheet C2.1, please indicate course thicknesses. The right of way pavement section needs to be a separate detail and needs to be 1.5 inche,s H.M.A. # 11 surface on 2 inches H.M.A. # 9 binder on 3 inches H.M.A. # 5D base on 7 inches # 53 stone on 4 inches # 2 stone. 16. Comment on previous revie\v: "Please add a note the pavement, \valk and curb in the right of way shall be sa\v cut to a clean edge at limit of removal and indicate on the drawings. ,Walk may.be removed to the nearest joint." Thank you for adding the notes. Please add similar saw cut note to keynote 3 (remove to nearest curb joint). 18. Site Plan-Sheet C2.0 . Comment on previous revie\v: "The curb return radii for the entrances needto bea mi?imum of. . 40', instead of 15'. The radii you have provided are acceptable provided that they are adequate for the delivery trucks anticipated to serve this site. . Comment on previous revie\v: "Please indicate a depressed gutter across entrances and add detail to Site Details." Tha-nk you for adding the depressed curb. Please revise Detail 4, Sheet C2.1 per the attached detail. - 19. Utility Plan-Sheet C4.0 . Why is the drain outlet in back being abandoned? Have you done an analysis of the ability of the existing 36" pipe to r~ceive all \vater from the site? The proposed drainage outlet is not as we have discussed previously. The City's comment that detention would not be required \vas based on the drainage system more or less functioning as it does today (utilizing Rangeline Road and the outlet to the east). Detention \vill need to be provided so that the drainage to Rangeline Road does not exceed the peak flo\v rate to Rangeline in the existing condition unless you can demonstrate that the Rangeline Road drainage system can adequately receive the entire site's runoff. The City does not have drainage calculations for the sizing of the pipes in Rangeline Road. If you agree \vith our comments, please make the revisions and submit all copies necessary for approval and we will approve the dra\vings. All bonqs and performance guarantees (if required) must be posted prior to Engineering Department approval. Also, Board of Public Works and Safety approval (if required) must be obtained prior to Engineering Department approval. DEPARTNIENT OF ENGINEERING ONE CIVIC SQUARE, CARNIEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439 ENlAI L e ngi nee ri ng@ci. carnl e 1. in, us -- -.. '.<<. e HeU~U If you have questions, please contact me at 571-2441. Enclosure cc: Jon Dobosiewicz, Department of Community Services (w.o. encl.) John Duffy, Carmel Utilities (w.o. encl.) Paul Pace, Carmel Utilities (w.o. encl.) Paul Arnone, Carmel Utilities (w.o. encl.) Greg Hoyes, Hamilton County Surveyor's Office (w.o. encl.) John South, Hamilton County Soil & Water (w.o. encl.) Project File Engineering Department Review S:\PROJREY04\KFC-LONGJOHNSIL VER#2 520 South Main Street. Suite. . Akron, Ohio 44311 · PHONE 330-.100 · FAX 330-572-2101 ~A..~ GPO GROUP ..A" ~ Engineers. Architects. Planners LETTER OF TRANSMITTAL Attention Pam Babbitt Date 1 0-1 3-04 Job No 2004087.05 1 Civic Square Re Kentucky Fried Chicken and Long John Silver To Carmel IN 46032 04080042 DP Amend/ADLS WE ARE SENDING YOU Attached D Under separate cover via D Shop drawings D Pri nts ~ Plans D Copy of letter D Change order D Sepias the followi ng items: D Samples D Specifications D COPIES DATE NO. DESCRIPTION 1 Proof of Legal Notice mailings and Legal Notice 1 Legal Notice from the Indianapolis Star 1 Original property search from the Hamilton County Auditor's Office THESE ARE TRANSMITTED as checked below: o For compliance IZI For your use D As requested D Complies as submitted D Resubmit' D Complies as noted D Does not comply copies for compliance 20 D Submit D D D Return copies for distribution corrected pri nts For review and comment D FOR BIDS DUE PRINTS RETURNED AFTER COPIES MADE REMARKS: Pam, Here is the proof of notice for the Plan Commission Hearing. Have a great day. Copy to John Coulter, Jim Avery, File Signed Ryan C. Oyster If enclosures are not as noted, kindly notify us at once. ~4.. e. --1 e ~-- ~.. -----..... ~ \ ~)J I'r~:;"" /\ \ . ~-....._,,--l( ,~/ '>-., /.$;?!/}~ ~~~~(\ r,'~',,/ !( r r .~ ,~~ , i "....J n~'1 ~, .~/f ~'I1:' \~;1<)'\ ,I UJ f) A 0 .'. '. \ ""--....< 8 "" '.\ ". ! .,~ . . ~~,:::' j , ,y Df!. () f.'-.-'-/ Ut.S Ie. l ,~/t... : 2004087.05 . ~.:. GPD GROUP City of Carmel Angie Conn, Planning Administrator 1 Civic Square Carmel, IN 46032 .~/, October 7, 2004 ...,...,.. ,,- 'I:: / Proposed Kentucky Fried Chicken & Long John Silver's (#04080042 DP Amentd/ADLS) 1331 Rangeline Road Carmel, IN 46032 Dear Ms. Conn: As you are aware, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's Restaurant. The new restaurant boasts sixty seats and is designed to complement the surrounding architecture. The proposed site consists of thirty-five (35) parking spaces and a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking lot are 6.5' east of the 45' right-of-way line, and are encroaching into the building and parking setbacks. However, the city requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. On behalf of Kentucky Fried Chicken and Long John Silver's Restaurant we are re- submitting the following documents per direction from Ms. Conn: 1. An-updated application for Board of Zoning Appeals Action 2. An updated "Findings of Fact" 3. Revised Development Plans (per comments received August 30th 2004 from Angie Conn) 4. Revision of Development Plans Response Letter Two distinctly different restaurants within one building is gaining popularity with today's consumer, since the consumer is demanding more choices. In order to adequately convey the two brands to the community, and to sustain the architectural integrity of the building and site, we are requesting that the City of Carmel grant the following sign age variances and :)etback variances: 1. To allow 2 blade signs to be installed on the face of the building. Section 25.07.05-09. 2647 Waterfront Parkway East Drive. Suite 150 . Indianapolis, Indiana 46214-2073 . 317-299-2996 . Fax 317-293-1331 Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana Web www.gpdgroup.com ~ e . 2. To increased the size and height of menu boards. One menu board @ 47.3 square feet, 8'-4" feet high, and one preview board @ 19.57 square feet, 7' feet high in lieu of one (1) menu board @ 16 square feet and 6 feet high. 3. To allow the parking to encroach into the front and rear buffer yard setbacks. The city has requested that the building be moved as close to the right-of-way as possible. In doing so, the parking needs to be shifted towards the right-of-way line as well, thus creating a need for a variance. The rear parking is currently setback 0' from the property line. The proposed site plan creates a 10' buffer; however, a 20' rear buffer is required. Section 26.04.05. 4. To allow the rear parking to encroach into the required 30' greenbelt. Currently there is not a greenbelt at the rear of the property. The proposed site has a 10' greenbelt. Therefore we are requesting a variance for the greenbelt encroachment. Section 19.06 5. To allow the building to encroach into the front setback. The required front setback is 25'; however, the city has requested that the building be moved as close to the right-of-way as possible. This is due to the future requirements of the area. Section 19.04.02 6. To allow the building signage to encroach into the front signage setback. Since the city has required the building to be constructed so close to the right-of-way line, the monument sign must be moved closer to the right-of-way, so that it is visible to the traffic on Rangeline Road. We are looking forward to working with you on this project, and if you have any questions or comments, please contact me at 330-572-2131 or royster@gpdgroup.com via email. Sincerely, GPD Group ~' Ryan C. Oyster Cc: John Coulter, Construction Manager Jim Avery, Real Estate Manager Ene\ ~ ~ ,.j e e ~ .:#'A... GPO GROUP September 24, 2004 2004087.05 Ms. Angelina Conn Plan n i ng Ad m in istrator City of Carmel One Civic Square Carmel, IN 46032 Kentucky Fried Chicken / Long John Silvers Rangeline Road Carmel, IN Dear Ms. Conn, In response to your letter of August 30th we would like to address the comments as follows: 1. Please provide copies of your letters of transmittal to T AC members. a. Response: Please reference enclosed letters. 2. Show/label easements on the landscape plan and site plan. a. Response: The site plan and landscape plan have been updated. 3. Note the buffer yard setback requirements: 20-ft rear, 15-ft front and 5-ft side (Section 26.04.05). (Variance will be needed if these cannot be met.) a. Response~ The site plan has been updated to reflect the proper setbacks'~!f~~0~:~~:~~~~t~'~-~~~g~j~~~~~~ 4. A 30-ft greenbelt is required adjacent to a residential use. (Variance will be needed per Section 19.06). a. Response: \i~t'i;'r~q~~~~ 5. The number of plantings is insufficient. Please work with the Urban Forester. a. Response: Comment noted. The Urban Forester has been contacted and the plans have been updated accordingly. 6. Please provide a copy of the landscape plan approvalletter/e-mail from the Urban Forester. a. Response: Please reference enclosed email correspondence between Mike Rubino and Scott Brewer. 7. Please provide light pole details/photo and building light fixture details. Also, show light fixtures with flat lens and 90 degree cutoff. 2647 Waterfront Parkway East Drive. Suite 1 SO . Indianapolis, Indiana 46214-2073 . 317-299-2996 . Fax 317-293-1331 Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana Web www.gpdgroup.com >...... e e a. Response: Please reference the attached cut sheets for the above requested items. 8. Please correct the north arrow direction on E 1.0 - site photometric. a. Response: Photometric plan has been updated. 9. Show property lines of site on photometric. It is suggested that foot-candles are less than .1 when adjacent to residential and less than .3 when adjacent to business uses. a. Response: Photometric plan has been updated to include the following items and has been updated to accommodate the appropriate foot-candles at the property line. 10. Please remove the work "Yum" from the clock. a. Response: The clock has been removed. 11. Signs facing a road frontage: Only one wall sign per business (2 total) or 1 ground sign with both businesses (1 total) may be utilized per 25.07.02-09. Two variances will be needed for 2 signs facing south and for 2 signs facing north (not facing a frontage). a. Response: The side signs have been removed and the front signage has been added.LA~~\i~2~;c,~~:~,~_ 12. Please make directional signs less than or equal to 3 sq. ft. in area. Please limit text on these signs to read Enter and Exit only, with no additional restaurant logos/language. a. Response: Please reference the updated signage package. 13. Please move the southernmost direction sign out of the road right of way. Must be 5-ft from ROW. a. Response: The direction sign has been placed within the site property. However, due to the limitations in landscape area, the directional sign c GiG(jh~~J.:ij1;~t;~e~~e.~:~~:.~J;~~~.:t~f,~~9~ 14. Provide the preview menu board square footage (variance is on file for menu boards). a. Response: Please reference the updated signage package. 15. Please reply to the Department, regarding Jon Dobosiewicz's comment on signage (blade signs, a brick base/stone accents to all ground-mounted signs, etc.). a. Response: Please reference the updated signage package. 16. Please show/label the existing and proposed half right of way widths of Range Line Road. a. Response: Please reference the updated plan drawings, which reflect the above mention request. 1 7. Please prepare a certificate of road right of way dedication, if not done already. ..' e e a. Response: Please reference enclosed document created by H & H surveying. 18. Are there any recorded ingress/egress easements with the adjacent property owners? a. Response: Per the Title Commitment, there are no recorded easements with the adjacent owners. 19. Please contact the owner to the east to discuss the sidewalk connection. a. Response: We discussed the walk with Time Yale, the chief administrator of Carmel Care Center. A sidewalk was added to the plans. 20. Please provide an 8-ft sidewalk along Range Line Road. a. Response: The plans have been updated to reflect the above-mentioned comment. 21 . Please move sidewalk located between drives to the back of the road right of way, but then fl ush with the front of the bu i Id i ng. a. Response: The plans have been updated to reflect the above-mentioned comment. 22. Label building elevations with directionals, such as north and southl rather than left and right. a. Response: The building elevations have been updated to reflect the above-mentioned comments. 23. Please place building dimension and square footage on the site plan. a. Response: The plans have been updated to reflect the above-mentioned comment. 24. Delineate truck unloading area. a. Response: Please reference the updated site plan which indicates the expected truck loading area. The normal delivery times for materials is off hours, and a designated loading zone area for KFC/LJS restaurants is not needed for this restaurant. 25. Please provide a color elevation of the brick dumpster enclosure. a. Response: Color rendering is enclosed. 26. Please provide black line elevations showing screening of rooftop-mounted eq u i pment. a. Response: Please reference the building elevations. Rooftop-mounted equipment is screened with roof. 27. Feel free to bring color and material samples to the Plan Commission meeting. a. Response: Comment noted. .Ji ~ .. e e 28. Please label colors/materials on the building elevations. a. Response: Colors/materials have been added. 29. The minimum front building setback is 25-ft, per 19.04.02 (Variance is on file). a. Response: Comment noted. If there are any further comments please feel free to contact me. Thank you for your time and I look forward to working with you in the future. Sincerely, Ryan C. Oyster '~-~ GPD Group, Inc. e e Ryan Oyster From: Sent: To: Cc: Subject: Michael Rubino Thursday, October 07, 2004 8:56 AM 'Brewer, Scott I' Ryan Oyster RE: Revision W i Carmel Landscape Plan(l).pdf Dear Scott: Please see my comme~ts below. We will follow this up with a written submittal. 1.) We have substituted the Maple trees for Male Ginkgo Trees. Also removed the 4 Crab Apples and added a fourth Ginkgo tree near the south entrance drive. 2.) Our engineer will address this issue. 3.) All of the Callery Pear Trees have been removed and replaced with European Hornbeam trees 4.)Tilia tomentosa has been substituted for Tilia cordata. Please let me know if you have any further comments Thanks Mike Rubino -----Original Message----- From: Brewer, Scott I [mailto:SBrewer@ci.carmel.in.us] Sent: Wednesday, October 06, 2004 5:25 PM To: Michael Rubino Cc: Conn, Angelina V; Dobosiewicz, Jon C; Griffin, Matt L Subject: RE: Revision Dear Michael: I have attached some information on Callery Pears and our approved street tree list, and my comments are as follows: 1. Along Rangeline Road, please do not use crabapple (Malus) species or small growing ornamentals. And please do not use Maple (Acer) species. Our street tree population is over 60% maples now. Please substitute large maturing shade trees, something like ginko, Bloodgood london plane tree, tulip tree, or sugarberry. Three trees between the drives and one south of the south drive is sufficient. 2. Please check with Carmel's Engineering Department as to the alignment of the sidewalk. It does not line up with sections of sidewalk to north and south of the property. 3. Please do not use callery pears on this site. We do not consider them desirable trees. You may use species from the Carmel Street Tree list for small or medium maturing ornamental trees. 4. Please do not use Tilia cordota species due to Japanese problems. (Silver Linden) or another substitution from the street tree list. Use Tilia tomentosa Please reply to these comments in writing and by amended plan. Contact me by return email if you have any questions. 1 e e Scott Brevver Environmental Planner, City of Carmel Department of Community Services One Civic Square Carmel, IN 46032 (317) 571-2478 -----Original Message----- From: Michael Rubino [mailto:mrubino@gpdgroup.com] Sent: Wednesday, October 06, 2004 2:34 PM To: Brewer, Scott 1 Subject: Revision Scott- I discovered that I left the "Ar" shade trees off of the plant list. These are Acer rubrum 'Supszam' - Supszam Red Maple. 8 of these trees are on the plan. Thanks Michael A. Rubino Project Coordinator Graduate Landscape Architect GPO Associates 520 South Main Street Suite 2531 Akron, OH 44311 330.572.2262 fax:330.572.2101 mrubino@gpdgroup.com 2 10/Q.5(g004 15:02 FAX REENBRIAR FLAT LENS - - f) 141 002/005 . .e THE GREENBRIAR@ FLAT LENS SERIES LSI's Greenbriar Flat Lens Series uniquely combines the high performance and benefits of traditional vertical burn technology, with the full cut-off distribution afforded by a flat lens. Specially designed reflectors provide uniform, high performance lighting while the flat glass lens ensures the full cut-off distribution as defined by IESNA., thus meets stricter zoning requirements. Designed around a reduced envelope lamp, thE compact, top-access fixture is easy to install and service. Of) I A L.'/" O,.~ hi ".j "'l1"'... fie ~ ~ SPECifiCATIONS HOUSING The aluminum housing is avaitable ' in two sizes Greenbriar Flat Lens . Reduced Envelope 1000 Watt lamp and Greenbriar Flat Lens Reduced Envelope 400 Watt lamp. Both housings are the same dimensions sQuare, however,the GFRis deeper.. Both are finished to produce' a . clean, sharp appearancej and designed to ensure weather-tight construction. Tap-access covers provide ease of installation and' servicing.'AII pole-top fixtures are pre..wired. FINISHES LENS/GASKET . Each fixture is finished with The flat te~pere~ glass lens IS sealed DuraGrip'~t LSI's baked-on to the h~usmg with an ~PDM gasket, pOlyester-powder finishing prev~ntlng entry of mOlsture, dust . -process. The DuraGrip polyester and Insects. finish withstands extreme weather TOP FASTENERS changes without cracking or The four captive stainless steel peeling and is guaranteed for five door fasteners secure the top-access fuUyears. Standard finish colors cover to the housing. are bronze, black, platinum plus, buff, white, and green. . DECAL STRIPING L51 offers optional color- coordinated decals in-S standard colors to accent the fixture. - Decal is ':'guaranteedfor five years against pee ling, cracking, or :fading. REFLECTORS/DISTRIBUTION PATIERNS The series is avaUable in a variety 01 reflector systems and distribution patterns, all with vertical oriented lamps: GFR: Type II I (3), Perimeter Forward Throw (FP), Type V (5) and Automotive Forward Throw (FA). GFM: Type II (2), Type 111 (3), Perimeter Forward Throw (FP), and Type (5) . Photometric data is tested in accordance with IESNA guidelines. SOCKETS. PorcelainmoguJ-base sockets' feature spring-reinforced contacts for long life. LIGHT SOURCES The series is designed to operate with a Metal Halide, Metal Halide Reduced Envelope, Pulse-Start Metal Halide. or High Pressure Sodium lamp. Clear lamp supplied as standard. PHOTOMETRICS For detailed photometric data, please visit our website at www.lsi-industri9s.com. GFR Type 5 - Vertical GFM Type 2 - Vertical :)- '\\~Y;:!iI ',1,,11;:,;_ ~ BALlAST Metal Halide and High Pressure Sodium fixtures feature a High- power factor type CWA ballast. All ballast types are desig oed for -204 F operation. BRACKETS Arm Mount: 2-1/2" x 6a x 12", extruded aluminum bracket is shipped standard. (An a" bracket is available for sing1e or 01800 configurations, but must be ordered from the Options co'umn of the ordering chart) A Round Pole Plate (RPP) is required for mounting to 3"-511 round poles. (See Accessories chart.) Pole Top: The cast aluminum mounting hub conceals the wiring compartment and mounts directly to LSI's unique IIpole-top mounting plate-, via a high-strength grade five steel bolt with nylon insert and split tock washer for doubie locking. The fixture is pre-wired for ease of i nstaUation. Support arms consist of four 11/1611 a.D. aluminum rods for GFPM series and 7/8u 0.0. aluminum rods for G FPR series. POLES Refer to Poles/Brackets section of catalog for pole information. c@us LISTED listed for wet locations. .\\~'TL ~/'~ft\~ ._'~"_:".\)It 'I,ti 1~i b! LIghting Systems'" 10000 Alliance Road + Cincinnati, Ohio 45242 . (513)793-3200 FAX {513 ~84-1335 · www.lsi-industries.com '<I' ;~.{ S'! . \,~).i ,- . Ih~ ~ ~~ '~:r ~ '~.. ,~~j.: . ,Jij~. - ~ . ~ ~t ~ ~ ~ ~ ; ~ ~ t i1 ~ I i ~ 10/05/2004 15:04 FAX ~ 003/005 DIMENSIONS L/' ~ LIghting Systemsn! e GREENBRI~ I r----A ~ l . B J r-A--"I Tl ~Jl Pole Top Mount GFR Arm Mount 21-518- 16" - GFPR Pole Tap 21-5/8" 16" 25" GFM Arm Mount 21-5/8" 12-3/4' - GFPM Pole Top 21-518" 12-3/4. 21-15/16" A B c Bracket - . 2.bolt Patter~ Arm Mount LUMINAIRE EPA CHART Includes bracket. . - L ... .II. .r.+ Pole Top Mount Single 090" 0180" 190" TN120" Q900 Greenbriar Flat -12" Arm Mount Bracket (GFR) - 3.8 7.6 7.6 11.4 11.4 15.2 Greenbriar Hat - Pote Top (GFPR) 4.0 - - - - - - -Greenbriar Flat -12" Arm Mount 8rackefCGFM) - 3.2 5.7 6.3 8;8 9.0 11.3 Greenbriar Rat - Pole Top (GFPM) 3.2 - - - - - - LUMINAIRE ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to exampie be'ow. Luminaire Distribution lamp light Source lens. line Luminaire Options Prefix Wattage Voltage5 Finish Medium 2 - Type II 250 HPS - High Pressure Sodium 480V BRZ - Bronze 8BK - 8" Bracket3 3- Type m 320 250. 400 Watt MT - Multi Tap'2 BLK - Black PCI120V -Button-Type Photoelectric Control GFM- FP - Perimeter 400 MH - Metal Halide TT - Tri-Tap4 PlP - Platinum Plus PCI208V -'Button-Type Photoelectric Control Arm Forvvard Throw 250 Watt BUF - Buff PCI240V - Button-Type Photoelectric Control Mount 5 - Type V MHR - Metal Halide Reduced WHT - White PCI277V - Button-Type Photoelectric Control GFPM - Envelope Lamp GRN - Green LL - Less Lamp Pole Top' 400 Watt NO - No Options PSMV - Pulse Start Metal Color Decals . Halide 250. 320 Watt 45 - light Gold Metallic 20 - Charcoal Metallic Reduced FP - Perimeter 400 MHR -. Metal Halide 94 - Blue Metallic 55 - Black Forward Throw 750 Reduced Envelope 59 - Dark Green 50 - White GFR- 5 - Type V 1000 1000 Watt 21 - T ornato Red 51 - Dark Red Arm FA - Automotive PSMV - Pulse Start Mount 3 - Type UI Metal Halide GFPR - 400. 750, 1000 Watr Pole TOp1 EXAMPLE OF A TYPICAL ORDER Note: Consult factory for replacement arms. 1- When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2- MT - Multi Tap is shipped standard unless otherwise specified. Multi Tapconsistsof,120V. 208V, 240V, and 277V. Multi Tap is pre-wired for highest voltage. Atternate vottages will require field re~wiring. 3- An 8" bracket can only be ordered with single and 01800 configurations. 4- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V, 277V. and 347V. Tri-Tap is pre-wired for highes1 voltage. Alternate voltages will require field re-wiring. When ordering 1000 Watt Tri-Tap Pulse-Start, spectfy voltage. 5- For international voltages, consult factory. ACCESSORY ORDERING INFORMATION (AccessodesarefieldinstaUed) Deseription RPP2 - Round Pole Plate BKS-BO-WM- .-CLR WaU Mount Plate GFRlGFM 2 HSS - House Side Shield GFPRlGFPM 2 HSS - House Side Shield GFM 3 HSS - House Side Shield GFPM 3 HSS - House Side Shield -. FRlGFM FP H5S - House Side Shield GFPRlGFPM FP HSS - House Side Shield Order Number .1.6?914+~ 123111CLR 4342901 ++ 4342901 ++ 4342902+1- 4342902H 4342902++ . 4342902++, Description fK120V - Single Fusing FK 277 V - Single Fusing DFK208, 240 V - Double Fusing DFK480V - Double Fusing FK347V ~ Single Fusing Order Number FK120V FK277V OfK208, 240V DFK240V FK347V ++Black only. AU HS5 availabl<; are shown. f) 10/05/2004 15:05 FAX STEEL SQUARE POLES SQN- 2~3/aD 0.0. x 4-3/4A Tenon saBO - Bolt-On Mount, 2-8011 Pattern J ! I I ! \ J SQP- I Square I Pole Top l 11-. ! i j 14'~39' SOI- I No I Mounting j Holes I 1 I I I ! I I SF- Single I Flood Pole I I preion I I I t I I I -..., ----: ~. J' ! ! j Hand-hole Ii // /" -"""1 I I f 12;. i Standard j \ 1 , I -tJ (4) Anchor Bolts Foundation By Other ~ 004/005 e STEEL SQUARE POLES Steel Square Poles fromLSI Lighting Systems offer durable aesthetics to enhance your specified lighting design. For a look that lasts, specify LSI pains. SPECIFICATIONS POLE SHAFT Pole shaft is electro-welded ASTM-A500 Grade C steel tubing with a minimum yield strength of 50,000 psi. On Tenon Mount steel potes~ tenon. is 2-3/8" 0.0. high-strength pipe. Tenon is 4- 3/411 in length. Straight poles are 4", sa, and 68 square. HAND-HOLE Standard hand-hole location is 1211 above pole, base; Hand-hole size is 2" x 4", Poles 221 and above have a 3" x 6" reinforced hand-hole. e BASE Pole base is ASTM-A36 hot-rolled steel plate with a minimum yield strength of 36,000 psi..Two-piece square base cover is optionaL ANCHOR BOLTS Poles are furnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor boits conform to ASTM-A36 \^Jith a minimum yield strength of 36,000 psi. STEEL SQUARE POLES POLE SELECTION CHART (4n, S"and 611 ste~!_~9_~.'.1r..e potes~ Height EPA: 90 MPH 100 MPH _~..m._ 10 MPH 80 MPH 14' 23.3 ,16.7 16' 18.6 13.1 16' 34.6 25.0 18' . 14.4 9.7. 18' 27.9 19.7 20' 11.0 ' 7.0 20' 18.7 12.8 __~.22:5 0.15.4 20' 35.5 25.4 22' 10.4 6.3 __?1~L-J.?6 22' 20.8 13.8 22' 34.0 23.9 _._?~.~... .....uuJ} '----'4.0'. 24' 15.1 9.7 ---....24'.' 16.7 10.5 :-. 24' 22.5 14.9 > 24' 28.6 19.6 . .24' 46.2 32.6 26' 5.3 2.1 26' 12.0 7.2 26' 13.2 7.6 26' 24.0 '15.8 261 39.6 27.3 30' 16.3 9.6 3D' 28.8 18.6 35' 18.3 lQ.:.Q...__ 39' 11.5 4.3 3.9' 3.8 10.3 . 18.9 5.0 11.6 ....-.:4:'3 r Refer t~ EPA data sheet for complet6EPAinfon~ation. 12.2 9.3 18.5 6.5 14.1 4.2 8.8 10.5 18.4 3.4 8.4 8.9 f7~O"-' , 1.5 6.0 6.2 9.7 13.4 23.2 Outside Material Bolt I Dimensions Circle I 4" 8116 B I 4" S11G B car S" S11G C l 4' 511 G B i 58 S11G C j 4" S11G B~l 4- S076 B -, S" S 11 G C! ;: ;~~~-lm1 4' --""""507G B ~ --- H~ -~~;f _ ~_m_1 4' S11G B \ 3.3 ...~-;_._-- S07G a-\ 3.1 5' -S~.~ 5.9 S" S11H* D j 8.9 5" S07G D! 16.6 6" S07G J -\ 4" 511 G B \ 4" S07G B i 5~ SllG .c ----J ~:------ ~~;~ ----rl .....-.. .5..... 507G o! 6" S076 M 6" S07G J j ~ SIDG J i GROUND lUG Ground lug is standard. DUPLEX RECEPTACLE Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER Ground fault circuit interrupter is optional. FINISHES Each pole is finished with OuraGrip~, LSI Lighting Systems' revolutionary superior baked-on polyester-powder finishing process, to give the pole an exceptionaHy attractive appearance. The process electrostaticaUy applies and thermally fuses a polyester powder to the pole. This unique protection process provides an extremely smooth and uniform ,~jiQj$h which withstands extreme :' weather changes without cracking or peeling. DuraGrip finish features a two-year limited warranty. Standard finish colors available for poles are bronze, black, platinum ptus, buff, white, and green. Optional OuraGrip~ Plus features added protection with a 3.0 to 5.0 mil thickness of pofyester-powder finish plus an inner coating. This specia1lydeveloped inner coating is a thermal p1astic hydrocarbon resin applied to the inside of the pole to seal and protect against atmospheric and corrosive matter. DuraGrip Plus finish features a five-year limited warranty. Follow these steps to determine the lumlnalre/pole combination for your application. . Select luminaire from Luminaire.. ~ Referto luminaire EPA Chart · Select MPH to match the wind speed in Ordering Information. to determine EPA value. the application area. . Select bracket configuration. · Select Height of pole. · Confi rm the pole EPA that is equal to or , exceEds the luminaire/bracket EPA as was previously determined. ~ 9.0 6.5 13.8 4.2 10.1 ~:2 5~9 . 7.0 13.4 1.4 5:4 5.5 '.."'1'2.0'- - - - ~ Lighting Sys'cmsnJ 10000 Alliance Road . Cincinnati/Ohio 45242 . (5 13)793~3200 FAX (S13}9H-t-1335 . www.tsi-industries.com 1.5 1.0 6.3 12.9 __1.:7.. 6.6' - - - · "W denotes high yield steel (70,000 psi). >1.';. . ~' .; I I i d i ~ t ~ I I 1 j /# Lighting SystemsW e ~ 005/005 Stl:El ~lJARE POLES 10/05/20~~...~5:06 FAX ~...._--_._--------_.-. --' I:j t ':"'~ SOL T CIRCLE 4" square 5" square 5" square ~ij <9 11" Boll Ci~le .... ... 11" Bol\ Cir~~ - ",,-/ ' I C YO - .....- Slotted Slotted Slotted Bott Circle 8" to 11' 9~ 101 r ,_ 9" to 11" -- Anchor Bolt Size u........" 3/4" x 30. 3/4" X 30A .._.. 1" x 36" ~!..~~It Projection 3-1/4" 3-1/4' __..,_ 4" Base Plate Opening tor Wireway Entry 3-5/8" 4-3/4" ...___ 4-5/8" Base Plate Dilnensions 10-1/8" sq. x 3/4< thk. ,_._.~.._..._.._!~1l8" S(\". x3/4" thk.. 10-1i8" sq. x l' thk. Note: Base p1ate illustrations may change without n.otice. Do not lJ~e for setting anchor holts:Cons:ult factory for the bas~ plate templates. ,10-1/811 sq.1 ~~.. ~, ~ 11ft Bolt circ~e // 'Y'8 _ ..__..'__U .--- ORDERING INFORMATION Select appropriate choice fro'm eachcolumn to formulate order code. Refer to example below. Options I.......~aterlal !;;fS11G -11 Ga. Steel A ~ S07G - 7 Ga. Steel I S11H -11 Ga. Steel I Consult pole selection chart on opposite page. i I ! Square Pote for ! POle.T:=JpMount. I 4SQP 5S0P 6S0P Square Pole for Tenon Mount 4SQN 5SQN 6SQN II ~RZ - Bronze /' ~lK -.Black . PLP -Platinum Plus ! BUF - Buff i WHT - White 1 GRN - Green I I I Mounting , Configuration ~ ~{ . S - .Sin, .g'.e./para..I.I.e. I 0180. _..Oo,~ble i D90G"';; pouble: I ON90'.~,nouble I. -T90'. ~Trlpt~> I TN120~ - Triple I 090. - au~d i QN90. - Quad j PT - Pole Top Mount Pole Series Pote Finish 2-Bo11 PaUem ,; 450BO 5SQBO 6SQBO 14' ~.. 6' ..1,. . 18' 20' I 22' ! 24' ~ 26' 30' 35' 39' . 1 ~N -Tenon Mounl ;. · (Standard tenon I. size is 2" pipe) I i . I Square Pole (No mounting ho1es No pole top caps) 48QI ssm -l. ~ I ! D180., PLP L--:-.. ....1.... I I 5SQBQ ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number 4BC - 4" Square ASS Base Cover 164193* 5BC- 5" Square ABS Base Cover 164194+ GBC - 6v Square ABS Base Cover 164195'" ER2 - Weatherproof Duplex Receptacle 122566PL T GFI- Ground Fault Circuit Interrupter . 122567PLT ' MHP - Mounting Hote Plugs (3 plugs standard) 132336 r NTCVR - Nut Cover (set) 142805CLRu ~ S eci finish * · Com atibte with 3/4- and 1. anchor~ bolts EXAMPLE OF A TYPICAL ORDER S'O:7.G';' 24 .~ DRilLING lOCATIONS Side "c" I v~~T~~~ "ttj I \1] . Side -ll~--;---lt-Side 160" f~ I ;11 "8" ~~l~~~ I Side ~ "A" , (Hand.hole Side) . ---..-.... -'---'. ----...-l 6" square 1"12" sq.-l . /D-". i /' i '~ /-" 12" Bolt Ci~.le / YJ . - 12' 1" x 36" 4' 5-5/8- -........,-- _.....! 2" sq. X 11/8" thk. \ I ~ I Sides ----~ r .----.-A ..m: BCD ! ~.~.10Ie -+--~__. ! Singl~: : X 1_ D180:' _ I D90'._ T90' \ T120" ja90~' X X ~~1 FBO XL! , . ~:J FBO I I X I i X I i .Othe~. two locations ~vill be 120. to the le~ ~~d.~~t of Side A.I Note: Consult factory for custom variations. Standard SF anti OF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. --.-- GA - Galvanized Anchor Bolts SF - Single Flood* DF - Double Flood. DGP - OuraGrip0 Plus LAB - Less Anchor Bolts NO - No Options Standard SF and DF pole preparations are tocated 3/4 of the height of the pole ] from the base, unless otherwise specified. J SF I DGP \ _J AU LSt Lighting Systems' poles areguaranteed1orneettheEPArequir.ements,listed.LSl Lighting Systems is '10t responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole 'NiII beiocated. Caution: This guarantee does not apply if the polelbracket/ fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Lighting Systems cannot accept responsibility for harm or damage caused in these situ'ations. Note: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPHsteadywindwill withstand gusts to 104 MPH. EPAs Bre for locations 100 miles away from hurricane ocean lines. Note: Hurricane ocean lines are the Atlantic. and Gulf of Mexico coastal areas. .___.......u_~ I I 6) GREENBRIAR @ - FLAT La (Various reflectors are rotected b U.S. Patent No. 6.178.) HOUSING - The aluminum housing is available in two sizes for Greenbriar Flat Lens Reduced Envelope 1000 Watt lamp and Greenbriar Flat Lens Reduced Envelope 400 Watt lamp. Both housings are the same dimensions square, however, the GFR is deeper. Both are finished to produce a clean, sharp appearance, and designed to ensure weather-tight construction. Top-access covers provide ease of installation and servicing. LENS/GASKET - Ttle flat clear tempered glass lens is sealed to the housing with an EPOM gasket, preventing entry of moisture, dust and insects. TOP COVER FASTENERS - The four captive stainless steel fasteners secure the top-access cover to the housing. SOCKETS - Porcelain tllogul-base sockets. All sockets are pulse-rated. LIGHT SOURCES - Pulse-Start Metal Halide, Super Metal Halide Reduced Envelope, Metal Halide, Metal Halide Reduced Envelope, or High Pressure Sodium. Clear lamp is supplied as standard. BALLASTS - Pulse-Start Metal Halide fixtures feature a Super CWA type ballast. Super Metal Halide, Metal Halide, and High Pressure Sodium fixtures feature a high-power factor type CWA ballast. All ballast types are designed for -200 F operation. REFLECTORS/DISTRIBUTION PATTERNS - The series is available in a variety of reflector systems and distribution patterns, all with vertical oriented lamps: GFR: Type II (2), ~ype III (3), Perimeter Forward Throw (FP), Type V (5) and Automotive Forward Throw (FA). GFM: Type II (2), Type III (3), Perimeter Forward Throw (FP), and Type V (5) . Field-rotatable reflectors provide flexibility in distribution patterns without rlloving the fixture. Photometric data is tested in accordance with I ESNA guidelines. BRACKETS - Arm Mount: 2-1/2" x 5-3/8/1 x 12" extruded aluminum bracket is shipped standard. An 8" bracket is available for single or 01800 configurations, but rnust be ordered from the Options column of the ordering chart. A Round Pole Plate (RPP2) is required for mounting to 3"-5" round poles. (See Accessories chart.) Pole Top: The cast aluminunl mounting hub conceals the wiring compartment and mounts directly to LSl's unique "pole-top mounting plate", via a high-strength grade five steel bolt with nylon insert and split lock washer for double locking. Support arms consist of four 11/16" 0.0. aluminum rods and are pre-wired for ease of installation. FINISHES - Each fixture is finished with LSl's OuraGrip@ polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, green, and graphite. DECAL STRIPING - LSI offers optional color-coordinated decals in 9 standard colors to accent the fixture. Decal is guaranteed for five years against peeling, cracking, or fading. PHOTOMETRICS - Please visit our web site at www.lsi-industries.com for detailed photonletric data. c@us LISTED wet location Project Name Catalog # .Flat-Iensed fixtures meet IESNA I fu II cutoff C~:',';U!~:r\' classification. EJIME~sfo~s, ' ' "~ >' ,,} , A I l o Bracket - 2-bolt Pattern L 12" J B J Arm Mount A I Tl ~ GFM Arm Mount GFPM Pole To GFR Arm Mount GFPR Pole To Pole Top Mount A B 21-5/8" 12-3/4" 21-5/8" 12-3/4" 21-5/8" 16-1/8" 21-5/8" 16-1/8" 25" c 21-15/16" J1UJlVlfNiuRE ER~ GHA.R] >, " ^ , ~,' ,c , Greenbriar GFM GFR FI at Lens 12" Bracket 12" Bracket ... Single 3.2 3.8 .... D180. 6.3 7.6 '... 090. 5.7 7.6 ...'.. T90. 8.8 11.4 , TN120. ---- 9.0 11.4 + Q90. 11.3 15.2 II Pole Top 3.2 4.0 Note: House Side Shield adds to fixture EPA. Consult factory. Fixture Type G EENBRIAR@ - FLAT fNs e LUMINAIRE ORDERING INFORMATION luminaire . .. lamp . line luminaire " Prefix Distribution Watta I e light Source lens \ Voltage3 Finish FOOTNOTES: . , Medium Vertical Burn GFM - Arm Mount GFPM - Pole Top 1 2 - Type II 3 - Type III FP - Perimeter Forward Throw 5 - Type V 250 320 400 PSMV - Pulse-Start Metal Halide 250, 320 Watt SMVR - Super Metal Halide Reduced Envelope 400 Watt MH - Metal Halide 250 Watt MHR - Metal Halide Reduced Envelope 400 Watt HPS - High Pressure Sodium 250, 400 Watt F - Flat Clear Tempered Glass Reduced Vertical Burn GFR - Arm Mount GFPR - Pole Top 1 2 - Type II 400 3 - Type III 750 FP - Perimeter 1000 Forward Throw FA - Automotive Forward Throw 5 - Type V PSMV - Pulse-Start Metal Halide 400, 750, 10002 Watt MHR - Metal Halide Reduced Envelope 1 000 Watt EXAMPLE OF A TYPICAL ORDER 1- When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2- Tri-Tap not available in 1000 Watt PSMV. Voltage must be specified - 120V, 277V or 347V. 3- For international voltages, consult factory. 4- MT - Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for highest voltage. Alternate voltages will require field re-wiring. 5- Tri- Tap is shipped standard for Canadian applications. Tri- Tap consists of 120V, 277V, and 347V. Tri- Tap is pre-wired for highest voltage. Alternate voltages will require field re-wiring. 6- An 8" bracket can only be ordered with single and 0180. configurations. 7- On GFR/GFPR photoelectric control can only be used with 400 Watt PSMV. 480V MT - Multi T ap4 TT - Tri-Tap BRZ - Bronze BLK - Black PLP- Platinum Plus BUF ~ Buff WHT - Wh ite GRN - Green GPT - Graphite 8BK - 811 Bracket6 PCI120V - Button-Type Photoelectric Control7 PC 1208V - Button-Type Photoelectric Control7 PCI240V - Button-Type Photoelectric Control7 PCI277V - Button-Type Photoelectric Control7 LL - Less Lamp Color Decals 45 - Light Gold Metallic 20 - Charcoal Metallic 94 - Blue Metallic 59 - Dark Green 21 - Tomato Red 55 - Black 50 - White 51 - Dark Red 700 - Aztec Silver Metallic ACCESSORY ORDERING INFORMATION (Accessories are field installed) , Description Order Number FK120V - Sinqle Fusinq FK120V+ FK277V - Sinqle Fusinq FK277V+ DFK208, 240V - Double Fusing DFK208, 240V+ DFK480V - Double Fusing DFK480V+ FK347V - Sinqle Fusinq FK347V+ RPP2 - Round Pole Plate 162914BLK++ +Fusing must be located in the hand-hole of the pole on GFR/GFPR Series - not in the fixture. Description BKS-BO-WM- * -CLR Wall Mount Plate GFR/GFM 2 HSS - House Side Shield GFPR/GFPM 2 HSS - House Side Shield GFRlGFM 3 HSS - House Side Shield GFPRlGFPM 3 HSS - House Side Shield GFRlGFM FP HSS - House Side Shield GFPRlGFPM FP HSS - House Side Shield ++ Black only. HOUSE SIDE SHIELDS ................~....................................... . . ~':::.:.:.:..:.:.:.:.:..:.:.:.:.:.:.:.:.:.:..:.::.:..:.:;.:.::.:.:.:.:.:;.:..:.:.:.:.:.:.:.:.:.:.:.:;.::.~ Lf-==J ~ TYPE II (4342901 ) TYPE III AND FORWARD THROW (FA/FP) ( 4342902) Proj ect Name ~ Catalog # Fixture Type Order Number 123111 CLR 4342901++ 4342901++ 4342902++ 4342902++ 4342902++ 4342902++ e e ABOllTE ANGLED REFLECTOR FINISH - Available in either Architectural Textured, High Gloss, or Galvanized finish. LAMP OPTIONS - Designed to accommodate Incandescent, Compact Fluorescent, and High Intensity Discharge lamps. MOUNTING - Fixed hub tapped for 3/4" NPT conduit. Compact Fluorescent fixtures are pre-wired with 96" leads. (NOTE: Fixtures not available with cord sets.) REFLECTOR - Heavy-duty, spun Galvanized steel construction. SOCKETS - Incandescent (rated 660 Watt/600 Volt) and HID fixtures (4KV pulse rated) are medium base porcelain. Compact Fluorescent sockets feature smart push-pull thermoplastic design for ease of lamping (13 Watt is bi-pin). DIMENSIONS c@us LISTED wet location t t ~ VB A Eixture erefix ltIei€Jrnt (~l , E>iameter (~) " NJe~1( IGJ~ Weignl (~Ds.> " . AD 100 AD 150 AD 200 10" 11-1/2" 13-1/2" 7" 9" 11" 5" 2.0 2.0 2.5 5-1/4" 5-1/2" Fixture Rated light Line ,Reflector Mounting , FactorY In~talled Field InstaJled " ~ref,ix, ' ,>Yla"ag~ ' S9urce , " > V~ltage ," Color , ' , ,"" ~', " ,Op,tions ,)\cce~so~ie~ AD 100 (100 Watt Max.) INC - Incandescent 120 PNA - Painted LDS96 WL - G6 - Globe** Ball Aligners AD 150 (150 Watt Max.) Natural Aluminum Factory prewired PG3 - Globe* * AD 200 (200 Watt Max.) GWT - Gloss White leads for use with Ceiling Canopies GBK - Gloss Black stem or bracket See page 15 AD 200 13 CFL - Compact GRD - Gloss Red mounting in Wet Locations for Globes. Gooseneck Fluorescent GGN - Gloss Green or Indoor Locations. & Wall Brackets 26/32/42 (Globe option required) UE RUS - Textured Rust 347 VGN - Textured Verdigris Not available with Cord Sets Poles & Pole Brackets GAL - Galvanized AD 100 50 MH - Metal Halide 120 Remote Ballasts AD 150 70 (PG3 Globe option 277 AD 200 100 required) Stems MP - Metal Halide* Wire Guards (for use in open optics) PG3 X * For indoor applications only. ** For wattage and size restrictions, see RLM GLOBES option page 15. proj ect N ame.....................................................................................................................................................................................1 Fixture Type .................................................................................................................................J Cata log #................................,............................................................................,.................................................,...,...,.........'...................................................._,...............,..,..,.........,J .~ e e ~ GPO GROUP /~j .. \'-' 2004087.05 Jim Blanchard (;:( September 2, 2004 Assistant Building Commissioner L=j One Civic Square \;~}\ \ - ,/\ Carmel, IN 46032 . \~(~.~. A ' ' '-<i?'I'7-n0-.,-\,:f;S)// Proposed Kentucky Fried Chicken & [ongJJeHrf"Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC ".~ember, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed bui Iding and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civi I E ngi neer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . Web www.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 GPO GROUP Jeff Farmer Brighthouse Networks 516 East Carmel Drive Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 DearT AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also-provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed bui Iding and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Si ncerely, GPD Group Ryan C. Oyster Civil Engineer 520 South j\l\ain Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . Web www.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 ~ GPO GROUP John Duffy Carmel City Uti I ities 130 First Avenue SW Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. 5 j ncerely, GPD Group Ryan C.Oyster Civi I Engi neer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100. Fax 330-572-2101 . Web 'vvW\^/.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 GPO GROUP Bill Akers Carmel Clay Communications 31 First Avenue NW Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T,AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. the existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPO Group Ryan C. Oyster Civil Engineer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100. Fax 330-572-2101 . Web www.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 ~ GPO GROUP Mark Westermeier Carmel Clay Parks Department 1055 Third Avenue SW Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. 5 i ncerely, GPO Group Ryan C. Oyster Civil Engineer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . \;Veb W\\lvv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis.. Indiana e e 2004087.05 GPO GROUP September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. the existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South /v1ain Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . 'vVeb 'vv'vv'vv.gpdgroup.conl Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 ~ GPO GROUP Carmel Department of Community Services One Civic Square Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed bui Iding and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South JV1ai'n Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . \Veb \V\:vvv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stowf Ohio. Indianapolis, Indiana e - 2004087.05 ~ GPO GROUP Postmaster Carmel Post Office United States Postal Service 275 Medical Drive Carmel, IN 46032-9998 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site wi II uti I ize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . vVeb \Vvvvv.gpdgroup.corTl Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stmv, Ohio. !ndianapolis, Indiana e e 2004087.05 ~ GPO GROUP Dean Groves Cinergy 1441 South G u i Iford Road Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. the existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed" to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car qrive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPO Group Ryan C. Oyster Civi I Engi neer 520 South fv1ain Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100. Fax 330-572-2101 . \Neb vvw\tv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow. Ohio. Indianapolis, Indiana e . 2004087.05 ~ GPD GROUP Ron Booher Cinergy PSI Customer Project Coordinator 1441 South Guilford Road Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards.' The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the bui Iding and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South N\ain Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2-100 . Fax 330-572-2101 . \Veb \'Vvv'\v.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus . Stow. Ohio. Indianapolis, Indiana It . 2004087.05 GPO GROUP September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. l"he proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22fld, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South i\1ain Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . vVeb vV\rV\,y.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc .Akron. Cleveland. Columbus. Stovv, Ohio. Indianapolis, Indiana e . 2004087.05 ~ GPO GROUP Dick Hill/Mike McBride Dept. of Engineering One Civic Square Carmel, IN 46032 September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangel ine Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demol ish the existing Kentucky Fried Chicken located at 1331 Rangel ine Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the bui Iding and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Si ncerely, GPO Group Ryan C. Oyster Civil Engineer 520 South l\t\ain Street. Suite 2531. Akron, Ohio 44311 .330-572-2100. Fax 330-572-2'101. vVeb VVVv\v.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus . Stovv, Ohio. Indianapo!is, Indiana e . 2004087.05 GPD GROUP September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requ i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Si ncerely, GPD Group Ryan C. Oyster Civil Engineer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . 'vVeb w'vvvv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, !nc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana It e 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. the existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Si ncerely, GPO Group Ryan C. Oyster Civi I Engi neer 520 South l\1ain Street. Suite 2531. Akron, Ohio 44311.330-572-2100. Fax 330-572-2101 ,VVeb W\v\,,y.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleve!and . Columbus. Stow, Ohio. Indianapo!is, Indiana It . 2004087.05 ~ GPO GROUP Steve Broermann Hamilton County Highway 1 700 South 10th Street Noblesville, IN 46060 September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South fv1ain Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . vVeb vVvv'vv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Coiumbus . Stow, Ohio. Indianapolis, Indiana - . 2004087.05 GPD GROUP September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed bui Iding and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South tv1ain Street. Suite 2531. Akron, Ohio 443'J1 .330-572-2100. Fax 330-572-2101. vVeb \V\V\v.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow. Ohio. Indianapolis, Indiana It . 2004087.05 GPD GROUP September 2,1 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried ChickBn and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. -rhe proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the bui Iding and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civi I Engi neer 520 South iV\ain Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572 -2101 . \Neb \\i"vvvv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cieveiand . Columbus. StO\V, Ohio. Indianapolis, Indiana e e 2004087.05 GPO GROUP September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South iV1ain Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . \;Veb wvV\v.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cieveland . Columbus. Stow, Ohio. Indianapolis, Indiana It e 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. rhe existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to 'uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed bui Iding and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South lV1ain Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . VVeb vVW\N.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana e . 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are,submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civi I Engi neer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572 -2101 . vVeb 'vvvvw.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana e e 2004087.05 GPO GROUP September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civil Engineer 520 South Iv1ain Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . \Neb \:vVv\N.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. C!eveland . Columbus. Stovv, Ohio. Indianapolis, Indiana e e 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via email. Sincerely, GPD Group Ryan C. Oyster Civi I Engi neer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . Web W\N\N.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. !ndianapolis.. Indiana e e 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectural standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning req u i rements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 221ld, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD.Group Ryan C. Oyster Civil Engineer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . \Neb \v\tvvv.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana / e e 2004087.05 September 2, 2004 Proposed Kentucky Fried Chicken & long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear T AC Member, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to defllo,lish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's. The new restaurant has sixty seats and is designed to uphold the City of Carmel's architectu'ral standards. The proposed site consists of thirty-five (35) parking spaces and has a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking encroach into the building and parking setbacks. However, the City requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. Per City standards we are submitting one set of civil engineering plans and exterior elevations for your review and for the Technical Advisory Committee meeting on September 22nd, 2004 If you have any questions or comments, please contact me at 330-572-2131 or at royster@gpdgroup.com via emai I. Sincerely, GPD Group Ryan C. Oyster Civi I Engi neer 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . vVeb \:vvv\N.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. indianapolis, Indiana . . NATURAL RESOURCES PLAN REVIEW AND COMMENT Hamilton County Soil andW ater Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph~ 317-773-143Z or Email at john-south@iaswcd.org Ptoj ect N ame-.. Location~ 1331 S. Rangeline Road Acreage < 1 ac Owner/Developer- KFC/LJS Engineer- Mr. Ryan Oyster GPD Group 520 ~. Main'Street, S'uite "2531 Akron, OH '44311 Plan Review Date: Septemb.er 27,2004 Soils Information: This site was.previously disturb~d. Additional information about soils is available in the "Soil Survey of Hamilton County". The engineer and/or developer should, consider the need for ail onsite soils investigation. l have reviewed the plans for this project and have the following comments: · This project will disturb less than 1 ac. It is unnecessary for the construction plan to meet the requiremerits of Rule. 5. Should you have questions concerning these comments, please contact me. Submitted By: John B. South P.E. Certified Professional in Erosion and Sediment Control . Cc: Jon'Dobosiewicz, Carmel DOCS Greg 'Hoyes, ~qunty Surveyor File ~ :.:::.,.~:::,-.-:.i-_.- e -- EL September 21, 2004 CI Mr. Ryan C. Oyster GPD Group 520 South Main Street, Suite 2531 Akron, OR 44311 ]AL\1ES BRAlNi-\RD, MAYOR RE: Kentucky Fried ChickenlLong John Silver's Restaurant - Project Revie\v #1 Dear Mr. Oyster: We have reviewed your submission for the September 22 Technical Advisory Committee meeting. We offer the following comments: GENERAL INFORMATION 1. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: . Street and Right of Way - City of Carmel (Range line Road). . Water - City of Carmel . Sanitary Sewer - City of Carmel . Storm Sewer - City of Carmel 3. Board of Public Works and Safety Approval Requirements: . Water and Sanitary Sewer Availability. . Commercial Curb Cut. The request for Board approval should include 8 ~" x 11" exhibits that will indicate the existing and proposed curb cuts and all appropriate data and dimensions including width, radii, etc. Please indicate all existing and opposing driveways and their relationship to the proposed curb cuts for this development. . Temporary Construction Entrance. Separate BPWS approval \vill be required if this entrance is to be located anywhere other the site of the permanent curb cuts. . Consent to Encroach approvals for any permanent improvement to be installed within dedicated easements and/or dedicated right of way. If an irrigation system is planned for this project, additionalW ater Availability approval will be required from the Board and additional Water Connection Fees will be due. . Dedication of Right of Way (if applicable). Preferred dedication forms are available electronically from this office. I am enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines for your use. Please use the Engineering Department deadlines for submissions to the Board. Any submission to the Board requires prior final approval by the Carmel Clay Plan Commission and/or the Board of Zoning Appeals and con'pletion of review by the Technical Advisory Conlmittee. All written requests to be place on the Board's agenda must include the appropriate Docket Numbers and the date (or dates) of approval by the Plan Comnlission and/or BZA. 4. Water and Sanitary Sewer Availability and Connection Fees: Water and Sanitary Se,ver Availability (acreage) Fees - This site and previous development was served by and connected to Carmel Utilities. That being the case, Availability or Acreage Fees.would not be applicable for this development. "Vater and Sanitary Se,ver Connection Fees - In order to calculate Connection Fees for this development, additional information is required. You have indicated a total of 60-seats are planned for this facility. Please provide us with the total number of seats in the current facility. Restaurants are calculated at 0.10EDUs per seat. Current Connection Fees are $1,310.00 per EDU for water and $795.00 per EDU for sanitary sewer. I am enclosing Average User Factor Sheets for water and for sanitary sewers. DEPARTMENT OF ENGINEERING ONE CMC SQUARE, CARNIEL, IN 46032 OFFICE 317.571.2441 FAX317.571.2439 EI\1AIL engineering@ci.carn1el.in.u5 e e Mr. Ryan C. Oyster September 21,2004 Page 2 5.T AC Review/Drawings submitted for approval: \Ve request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for construction until all issues have been resolved. All Carmel Utility issues must also re resolved. The design engineer must certify all drawings submitted for final approval. This office will require a minimum of five-sets (maximum of seven-sets) of approved drawings after all issues have been resolved. The drawings will be stamped approved and signed by both the City Engineer and Director , Carmel Utilities. The Developer/Owner will receive one-set which is to be maintained on the construction site at all times. Carmel Utilities will receive two-sets. Our Construction Manager will receive one-set and one-set will be maintained in the Department of Engineering. If more than the minimum of five-sets are requested to be approved, the additional sets (maximum total of two additional) must be submitted with the five required sets. 6. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated easements and/or right of way will require Consent to Encroach approval. 7. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water and sanitary sewer main locations. 8. Carmel Utilities will provide a separate review of this project for water and sanitary sewer issues. 9. I am including copies of the following with this correspondence: . Commercial Project Approval Procedures. . Permit Data, Contacts, etc. . Commercial Permitting Procedures. . Utility Fees BONDING REQUIREMENTS 1 O. Upon initial review, it appears the following bonding requirements may apply to this project: . Performance GuaranteeslEngineer's Estimates Due to the extensive construction and improvements planned in the right of way, we request a Performance Guarantee be posted for this work. This would include right of way demolition, right of way pavement, curbs, sidewalks and ramps and storm sewer connection. Please provide a Certified Engineer's Estimate for 100% of the cost of labor and materials for these improvements. Please post a Performance Guarantee, in the amount of the Engineer's Estimate, for the Right of Way Improvements. Upon completion of right of way improvements and release of the Performance Guarantee by our Board of Public Works and Safety, a 3-year Maintenance Guarantee, in the amount of 15% of the Performance amount, will be required. Street Cut/Right of \Vay Permit and Bonding Requirements _ Any work in the dedicated right of way of Range line Road, not included or covered by a Performance Guarantee, will require a Right of Way Permit and a License and Permit Bond. The bond amount will be determined by the number of instances of work in the right of way @ $2,000.00 per instance. Open pavement cuts in dedicated streets require approval by our Board of Public Works and Safety. This would include open pavement cuts for storm and utility connections. Please contact our Right of Way Manager, Fred Glaser, to arrange permitting and bonding. . 11. We have engaged Crossroad Engineers to review drainage plans and drainage calculations for all projects submitted to this office for review. Please provide drainage calculations for this project so that we may submit the plans and calculations to Crossroad for review. We will share Crossroad's comments as they are received. . PROJECT COMMENTS-CONSTRUCTION PLANS 12. Please provide a Title Sheet for the plans. Typically, the Title Sheet will contain the project name and address, Site Plan, Vicinity Map, Sheet Index, etc. e e Mr. Ryan C. Oyster September 21, 2004 Page 3 13. Please label existing and proposed right of way. Proposed right of way shall be 45-foot half right of way. Any additional right of way will require formal dedication and acceptance by our Board of Public Works and Safety. 14. Please add a right of way pavement section for asphalt pavement in the right of way. 15. Have you checked with the County regarding restricted discharge based upon the site being in the Hawkins Drain Watershed? 16. Please add a note the pavement, walk and curb in the right of way shall be saw cut to a clean edge at limit of removal and indicate on the drawings. Walk may be removed to the nearest joint. 17. Demolition Plan-Sheet C1.0 . Please advise the Owners and Contractors involved in this project that the City of Carmel has a strict ordinance regarding mud and other substances or debris deposited on City streets by vehicles and equipment used in excavation, construction, demolition or otherwise within the City Limits. Be prepared to clean Rangeline Road as required for the duration of this project. . Please indicate the width of each of the five lanes shown on Rangeline Road. Are these existing or proposed? . Please show the curb on the west side of Rangeline Road. . As a courtesy, we would suggest that the adjacent property owners be advised of the planned offsite removal of rip rap at the southeast comer of the ,site. If this area is an easement, it needs to be identified on the plans. Please see comments regarding drainage. 18. Site Plan-Sheet C2.0 . The curb return and radii for the entrances need to be a minimum of 40' instead of 15' . . There are two signs indicated in the right of way. If these are to remain in the right of way, a Consent to Encroach Agreement between the Owner/Developer and the City of Carmel will be required. . There does not appear to be a pedestrian access from the public sidewalk in the right of way of Rangeline Road to the building. Please provide pedestrian access. . Provide sidewalk handicap ramps on either side of both curb cuts or does the walk come flush with the drive? · The existing curb gutter flow line on Rangeline. Road needs to be maintained through all new construction. · Are there existing easements on the site? If so, they need to be identified. · Does the proposed entrance and exit scheme match the existing configuration? · Please ensure that proposed driveways match other drives in the area in terms of extent of concrete apron in relation to right of way line. · Please confirm with our Department of Community Services regarding any requirements for right of way improvements (walks, multi-use paths, etc.). · City standards for curb sidewalk in the right of way must be delineated on the Site Plan and details included on Site Details. · Please indicate a depressed gutter across entrances and add detail to Site Details. 19. Utility Plan-Sheet C4.0 · We do not allow HDPE in our right of way. Please replace the 62' of 12" HDPE in the southwest comer with reinforced concrete pipe. · Any open cuts in the pavement of Rangeline Road will require Board of Public Works and Safety approval. It appears that the cOlll1ection to the existing storm structure in Rangeline will require an open cut. · Does the site today drain to the west or to the east? · Why is the drain outlet in back being abandoned? Have you done an analysis of the ability of the existing 36" pipeto receive all water from the site? The Department is still reviewing the proposed outfall. .. L .. euu. e Mr. Ryan C. Oyster September 21, 2004 Page 4 20. Landscape Plan-Sheet Ll.0 . What does the grouping of circles and the rectangle in the right of way on the south side of the south driveway represent? The above comments are based upon the Engineering Department's initial review. Please provide our office with a follow up letter regarding this review and revised plans, indicating all revisions. A second review will focus only on detailed construction plans. It is critical that our office be made aware of all modifications made on the plans being re-submitted, part.icularly if any such changes are considered "new" or fall outside of our initial review. If you have questions, please contact Mike McBride or me at 571- 2441. Enclosures cc: Jon Dobosiewicz, Department of Community Services (w.o. encl.) John Duffy, Carmel Utilities (w.o. encl.) Paul Pace, Carmel Utilities (w.o. encl.) Jim Haag, Carmel Utilities (w.o. encl.) Greg Hoyes, H~milton County Surveyor's Office John South, Hamilton County Soil & Water Project File Engineering Department Review S :\PRO~REV04\KFC- LONGJO HNSIL VER e ..;":;:';"':":",:,;.:;::::;. ". ..... ...................... .......... .. " .... . .. ,,::;':::.::?:::r::':::?, {.~~}j \<;:.'\:";.: ',' /:i:::;i;?:t;~..::>;~!:i,::~:\""":::i{ '::::::~:;:;>~::i:::i:::::~~:::::: C&rmell€~il~iip&rtment . ~:~~l~~~i~~~~e C "'1"':<1[' ...~:]J::.......... .;"Af 60 ~2 &Jrme:-::-:9.:::.:;~I~;~B~~~:~../:~ ~ .-:..;.... .:.:.:. ;..:-: ......;.:.;.. ,..;' ',' ......... ........... . September 14, 2004 Ryan C. Oyster GPO 520 South Main Street, Suite 2531 Akron,OH 44311 RE: Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Range Line Road Carmel, IN 46032 Dear Mr. Oyster: I have received and reviewed the plans. submitted for the above-mentioned project. I see nothing in the plans that would hamper law enforcement efforts. If we can be of any. further assistance to you, please contact us. Respectfully, f;u~]). t J Michael D. Foga Chief of Police MDF:vb cc: Dept. of Community Services ~% .... ..;.:...:...;.:........,.;... ;....:: ::.:~:::::::}::::~;:::::::::::::::::;;; ::::.- (317) 571-2500 A Nationally Accredit:B:rcement Agency Fax (317) 571-2512 -- SEP 13 '04 07:07PM e P. 1/1 . :Kellloll C", f 1~~'ardJ ~5llrlJeyar (1)f7',J/I(' (J l' 7} 77";.c.~4~., I Ttl.t lj,'7-' 77t:;;'~1l';1.8 . Suite :l4.~ S Onr ,1'{tl1nil'oll COIl"f'y ~5qlt'11'" ,:"'oL~/C.~llill~1 IJulial1n 4b<Jc>rS-JJJ(.1 September 13. 2004 GPD Group 'ArTN: Ryan Oyster 520 South Main Street, Suite 2531 Akron. OH 446.11 . VIA FACSIMILE: 330..572-2101 . Re: Kentucky Fried Chicken - Carmel Dear Mr. Oyster: We have reviewed tIle construction plans submitted to the Hamilton County Surveyor's Office on September 3, 2004 for this project and have the following comments: 1. This project faIls within the jurisdiction of the City of Carmel. 2. This proposed project DOES NOT fall in a Carmel Watershed Protection Area. 3. This project does not fall in a regulated drain watershed and this office will have no jwisdiction on this project. 4, Please direct all future storm sewer questions to the City of Carmel Er1gineerlng Department 5. Please note the additional comments may be warranted at a later date. Should you have any questionsf I can be reached at 317-776-8495. Sincerely, ~0Jkru Greg Hdyes Plan Reviewer Cc: Jon Dobosiewioz -. Carmel DOCD John South- HCSWCD Dick Hill - Carmel Engineering 09/10/2004 15:5B FAX 31777BB. HAM CO HEALTH DEPT. . ~ 002/002 . HAMILTON COUN'lY HEALTH DEPARTMENT CHARLES HARRIS, l'I(,D. · .lIEAr~TH OFFICER SepteJDberlO,2004 Ryan C. Oyster, Civil Engineer OPD Group 520 South Main Street, .Suite 2531 Akron, Ohio 44311 Subject; Proposed Kentucky Fried Chicken & Long John Silver's .Restaurant 1331 RangeliJie Road, Cannel~ Indiana, .46032 Dear~. Oyster: We have received and reviewed the civil engineering plans for ~heabove-mentioned project. The Hamilton County Health Department has no objectionS to the proposed demoIitio~ or to the pro'posed building.. Due to the construction of a new bUilding and apparent changes. to the menu and food preparation procedures, the Hamilton CoUnty Health Department will require the restaurant to obtain a new f~odestablishment license. For application materials or any questionsyo~ may have, please feel free to contact the plan reviewer/inspector assigned to the project, Amanda Hartley, at (317) 776-8500" Sincerely, ~ 11Ju.., ~ Charle~ Harris, M.D. Health Officer Cc: Jon Dobosiewicz, TAC Coordinator ONE HAMILTON COUNTY SQTJA~e3 SUITI! 30 NOBLESVILLB, INDIANA 46060-2229 (317) 776.~SOO · FAX (317) 776-8506. TO:317 571 2426 e HAMILTON COUN HIGHWAY DEPARTMEN Q . ~ P.1Z11Z11/1Z11Z11 SEP-07-2004 14:16 FROM:HAMILTO~ HWY DEP 3177769814 September 7,2004 Mr. Ryan C. Oyster GPD Group 520 S~ Main Street, Suite 2531 Akron. OH 44311 VIA FACSIMILE RE: KFC/Long John Silver's Restaurant Site Plan 1331 Rangeline Road Cray Township Dear Mr, Oyster: This letter serves to acknowledge receipt of a transmittal received 9/3/04 containing, the plans for the above-mentioned project. After reviewing the plans the I-lighway Department has the fol1owing comments: 1. It appears that this project lies entirely within the limits of the City of Carmel. Thereforel aU future comments should be directed toward the City. If you have any information contrary to this statement, please contact me fmmediately. If you have any questions or comments concerning this letter, please feel 'free to contact me at anytime. Sfncere1y, ~I ~~~-_.. Steven J.. Broermann Staff Engineer cc: Jon Dobosiewicz Greg Hayes G:\USERS\SB\04tac\09..07 ..o4kfc _IJs.doc 1,700 Soutb lOI~ Street Noblesvi.IJe, In. 46060 www.C!o.hamilton.in.us Office (311) 7'3-7770 Fax (311) "6-9814 .t> ~~. . . City of Carmel VIA FAX: 330/572-2101 Original by mail August 30, 2004 Ryan Oyster GPD Group 520 S Main Street, Suite 2531 Akron, OH 44311 RE: Kentucky Fried Chicken/Long John Silver's (#04080042 DP Amend/ADLS) Dear Mr. Oyster: This letter is in response to your Development Plan Amendment/ ADLS Application for Kentucky Fried Chicken/Long John Silver's. Members at the TAC Meeting will make additional comments on September 22. Please complete the following items after you have received additional comments at the T AC Meeting. 1. Please provide copies of your letters of transmittal to T AC members. 2. Show/label easements on the landscape plan and site plan. 3. Note the buffer yard setback requirements: 20-ft rear, 15-ft front, and 5-ft side (Section 26.04.05). (Variance will be needed if these cannot be met.) 4. A 30-ft greenbelt is required adjacent to a residential use. (Variance will be needed per Sec. 19.06). 5. The number ofplantings is insufficient. Please work with the Urban Forester. 6. Please provide a copy of the landscape plan approvalletter/e-mail from the Urban Forester. 7. Please provide light pole details/photo and building light fixture details. Also, show light fixtures with flat lens and 900 cutoff. 8. Please correct the north arrow direction on El.0 - site photometric. 9. Show property lines of site on photometric. It is suggested that foot-candles are less than .1 when adjacent to residential and less than .3 when adjacent to business uses. 10. Please remove the word "Yum" from the clock. 11. Signs facing a road frontage: Only one wall sign per business (2 total) OR 1 ground sign with both businesses (1 total) my be utilized per 25.07.02-09. Two variances will be needed for 2 signs facing south and for 2 signs facing north (not facing a frontage). 12. Please make directional signs less than or equal to 3 sq. ft. in area. Please limit text on these signs to read Enter and Exit only, with no additional restaurant logos/language. 13. Please move the southernmost direction sign out of the road right of way. Must be 5-ft from ROW. 14. Provide the preview menu board square footage (variance is on file for menu boards). 15. Please reply to the Department, regarding Jon Dobosiewicz's comments on signage (blade signs, a brick base/stone accents to all ground-mounted signs, etc.). 16. Please show/label the existing and proposed half right of way widths of Range Line Road. 17. Please prepare a certificate of road right of way dedication, ifnot done already. 18. Are there any recorded ingress/egress easements with the adjacent property owners? 19. Please contact the owner to the east to discuss the sidewalk connection. 20. Please provide an 8-ft sidewalk along Range Line Road. 21. Please move sidewalk located between drives to the back of the road right of way, but then flush with the front of the building. Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 '. . . 22. Label building elevations with directionals, such as north and south, rather than left and right. 23. Please place building dimension and square footage on the site plan. 24. Delineate truck-unloading area. 25. Please provide a color elevation of the brick dumpster enclosure. 26. Please provide black line elevations showing screening of rooftop-mounted equipment. 27. Feel free to bring color & material samples to the Plan Commission meeting. 28. Please label colors/materials on the building elevations. 29. The minimum front building setback is 25-ft, per 19.04.02. (Variance is on file). 30. An additional comment letter will follow after revisions are sent to the Department. If you have any questions or if I may be of assistance, please feel free to call. Sincerely, ~~~ Angelina Butler Planning Administrator KFC-US-DP Amend,ADLS Page 2 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 ... . e 2004087.05 City of Carmel Jon Dobosiewicz, Planning Administrator 1 Civic Square Carmel, IN 46032 DOCS August 16, 2004 Proposed Kentucky Fried Chicken & Long John Silver's Restaurant 1331 Rangeline Road Carmel, IN 46032 Dear Mr. Dobosiewicz, Kentucky Fried Chicken and Long John Silver's Restaurant are proposing to demolish the existing Kentucky Fried Chicken located at 1331 Rangeline Road. The existing building will be replaced with a single building that consists of both Kentucky Fried Chicken and Long John Silver's Restaurant. The new restaurant boasts sixty seats and is designed to complement the surrounding architecture. The proposed site consists of thirty-five (35) parking spaces and a twelve (12) car drive thru stack, both of which exceed the City's standards. A drive thru bypass lane is also provided. The proposed site will utilize two access drives, one ingress/egress drive and one egress only drive. The proposed building and parking lot are 6.5' east of the 45' right-of-way line, and are encroaching into the building and parking setbacks. However, the city requested that the building and parking lot encroach into the setbacks because of the future zoning requirements of the area. On behalf of Kentucky Fried Chicken and Long John Silver's Restaurant, we are requesting site plan approval. Enclosed with this letter, you will find: 1. Plan Commission Application (original & 1 copy) 2. Legal Description (2 copies) 3. Drainage Calculations 4. Location Maps of the Site, Showing Zoning (2 copies) 5. Site Development Plans Including; Site, Grading, Utility, Lighting, and Elevation Plans (2 copies: 22" x 34" folded) 6. Signage Package (2 copies) 7. Flood Plain Map (2 copies) 8. List of Adjacent Property Owners. 9. Review Fee of $1,500 We are also requesting a signage variances to allow for adequate signage, as well as, variances for the building and parking setbacks. Enclosed with this letter, you will find: 1. Application for Board of Zoning Appeals Action (original and 1 copy) 2. Location Maps of Site, Showing Zoning (2 copies) 520 South Main Street. Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . Web www.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana -. " _".......r... e e 3. Site Development Plans Including; Site, Grading, Utility, Lighting, and Elevation Plans (2 copies: 22" x 34" folded) 4. List of Adjacent Property Owners. 5. Fee of $950 Two distinctly different restaurants within one building is gaining popularity with today's consumer, since the consumer is demanding more choices. In order to adequately convey the two brands to the community, and to sustain the architectural integrity of the building and site, we are requesting that the City of Carmel grant the following signage variances: 1. Number of wall signs on the fa~ade be increased from two (2) to four (4) in addition to the monument sign. 2. Increased size and height of menu boards. One @ 45 square feet, 7.5 feet high, and one (1) @ 22 square feet, 6.7 feet high in lieu of one (1) menu board @ 16 sq uare feet and 6 feet high. Wall Signs: Maximum Allowed Requested Number 2 Wall signs 4 wall signs Area 60 sq uare feet 60 square feet (actual area) Menuboard Signs: Maximum Allowed Requested Number 1 2 Area 16 square Main: 45 square feet Preview: 22 square feet Height 6 feet Main: 7.5 feet Preview: 6.7 feet In addition to the signage variance we are also requesting a building setback variance and a parking setback variance per the City's request. We are looking forward to working with you on this project, and if you have any questions or comments, please contact me at 330-572-2131 or royster@gpdgroup.com via email. Sincerely, GPD Group ~C,~ Ryan C. Oyster Cc: John Coulter, Construction Manager Jim Avery, Real Estate Manager Encl e e . GPO ASSOCIATES Engineers. Architects. Planners 2004087.05 August 16, 2004 Michael McBribe, P.E. Carmel City Hall, first floor One Civic Square Carmel, Indiana 46032 Storm Water - Review 1331 S. Rangeline Road Carmel, Indian 46032 Dear Mr. McBribe: Please find attached storm sewer computations and a detention evaluation. The following is a brief summary of the aforementioned documents. Storm Sewer Computations: Storm Sewer system connects into the 36" storm sewer along Rangeline Road. 12" H DPE is uti I ized System designed for the 10 year storm Detention Evaluation: Precondition has 0.654 acres of impervious area Post Condition has 0.519 acres of impervious area Post impervious area is less than Pre; therefore, detention is not required. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, GPD GROUP ~ f; tc0 Joseph V. Boyle Civil Engineer Attachments; Storm Sewer Computations, Detention Evaluation 520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100 . Fax 330-572-2101 . Web www.gpdgroup.com Glaus Pyle Schomer Burns and DeHaven, Inc Akron. Cleveland. Columbus. Stow, Ohio. Indianapolis, Indiana