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Home My WebLink AboutCorrespondence SCHMIDT '.711 c 0ei April 14, 2004 J 11 ASSOCIATES Mr. Jim Haag l EC i 320 East Vermont Street Wil -Fra -Mar Building Sewer Collections Supervisor 1 ^n t} IN 46204 -1640 City l 4 t— Indianapolis, y of Carmel D 1 317.263.6226 130 1st Avenue SW S o) 317.263.6224 (fax) Carmel, IN 46032 888.263.6224 (toll free) a� www.schmidt- arch.com Re: Sanitary Sewer comments I Hazel Dell Christian Church Education Wing 2002 -036 3.1.1 Dear Mr. Haag: Wayne S. Schmidt, FAIA Ronald W Fisher, AIA Per your phone comments today to Ron Hull, Schmidt Associates has made the Dean M. Illingworth, FAIA following revisions to the Hazel Dell Christian Church drawings: Steven K. Alspaugh, AIA The manhole casting (SS01) at has been revised to Neenah R- 1642A. Duane A. Dart, ALA Michael W. Engledow, ALA A copy of the specification 02530 Sanitary Sewerage is included. The Daniel C. Kloc, ALA text of that section describes testing and exterior waterproofing. Debra S. Kunce, AIA Jeffrey R. Mader, RLA Please contact me if you require. additional information. Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, ALA Sincerely, Mary Ellen Wolf, RA David T. Worthman SCHMIDT ASSOCIATES, INC. Architecture Engineering Inferior Design Landscape Architecture 4111. James E. Browning, RLA James A. Darnell, RCDDiOSP Craig M. Flandermeyer, RLA Mary Beth Hanke Craig M. Flan. ertneyer, RLA Ted W. Kussow, PE Landscape Architect Gregory W Litteral, RA cflandermeyer @schmidt arch.com Jon Kerry Osborne, AIA Jeffrey A. Reed, PE Steven L. Schaecher, AIA CMF:jab Steven R. Sturm, RA Enclosure V Keith Tharp, AIA James A. Walls, RA David L. Wheelock, PE Copy C Ms •Angelina Butler, City of Carmel ;Depa o ffCominunity.' Toby J. Winiger, ALA Services Mr. Russ Love, Jr., Hazel Dell Christian Church Mr. Alan Peterson, Hazel Dell Christian Church Michael W. Engledow, AIA, Schmidt Associates, Inc. File M:\ 2002 036 \Correspondence\20040414LT CMFJ1aag_01.DOC Architecture Engineering Interior Design Landscape Architecture Schmidt Associates, Inc. SAI Project 2002 -036 Hazel Dell Chrillik Church Education Wing tola SECTION 02530 SANITARY SEWERAGE PART 1 GENERAL 1 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes gravity -flow, nonpressure sanitary sewerage outside the building, with the following components: m a 1. Sanitary Sewer Piping. 2. Cleanouts. 3. Precast concrete manholes. 7 -\<4-X Ate' /AT/ RECFIVED 1.3 SUBMITTALS ,r, 4041 co A. Product Data: For the following: DOGS �1 1. Sanitary sewerage piping systems. \-6)./ r J 2. Castings, frames, and covers. N 16 c ri B. Shop Drawings: Include Plans, elevations, details and attachments for the following: 1. Precast Concrete Manholes, including frames and covers. PART 2 PRODUCTS 2.1 PIPE AND FITTINGS A. PVC Sewer Pipe and Fittings: ASTM D 3034, SDR 35, for gasketed joints. Include ASTM F 477 elastomeric seals. B. Precast Concrete Manholes: ASTM C 478 (ASTM C 478M), precast, reinforced concrete, with provision for rubber gasketed joints. 1. Diameter: 48 inches (1200 mm) minimum, unless otherwise indicated. 2. Base Section: 6 -inch (150 -mm) minimum thickness for floor slab and 4 -inch (100 -mm) minimum thickness for walls and base riser section, and having separate base slab or base section with integral floor. 3. Riser Sections: 4 -inch (100 -mm) minimum thickness. SANITARY SEWERAGE 02530 1 Schmidt Associates, Inc. S Hazel Dell Chrin Church Education Wing SAI Pro j ect 2002 -036 CL 4. Grade Rings: Include 2 or 3 reinforced concrete rings, of 6- to 9 -inch (152- to 229 -mm) total thickness, that match a 24 -inch- (610 -mm diameter frame and cover. 5. Gaskets: ASTM C 443 (ASTM C 443M), rubber. 6. Steps: ASTM C 478 (ASTM C 478M) individual steps or ladder. Omit steps for manholes less than 60 inches (1500 mm) deep. 7. Pipe Connectors: ASTM C 923 (ASTM C 923M), resilient, of size required, for each pipe connecting to base section. 8. Frames and Covers: as indicated C. Protective Coatings: Coal -tar epoxy; 15 -mil (0.38 -mm) minimum thickness, factory or field applied to the following surfaces: Ict 1. Concrete manholes: On exterior surfaces. 2. Manhole frames and covers: on surfaces that will be exposed to sewer gases. i D. Gray -Iron Cleanouts: ASME Al 12.36.2M, round; gray -iron housing with clamping device and round, secured, scoriated, gray -iron cover. Include gray-iron ferrule with inside calk or O spigot connection and countersunk, tapered- thread, brass closure plug. Use units with heavy -duty top loading classification in vehicle traffic service areas and medium -duty in paved foot traffic areas. PART 3 EXECUTION 3.1 INSTALLATION aim A. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. B. Install piping pitched down in direction of flow, at the slope indicated. Install piping with 36 -inch (1000 -mm) minimum cover, unless otherwise indicated. C. Use manholes for changes in direction, unless fittings are indicated. Use fittings for branch connections, unless direct tap into existing sewer is indicated. D. Install PVC pipe and gasketed fittings with gaskets according to ASTM D 2321. E. Install manhole frames and covers flush with finished grade for manholes that occur in pavements. 3.2 FIELD QUALITY CONTROL A. Clean and inspect piping and structures. B. Test complete piping according to authorities having jurisdiction. END OF SECTION 02530 SANITARY SEWERAGE 02530 2 SCHMIDT RE CFI ED APR. 73' DOCS ASSOCIATES April 8, 2004 F81 W Wil -Fra -Mar Building 320 East Vermont Street Mr. John South Indianapolis, IN 46204 -1640 Hamilton County Soil and Water Conservation District 317.263.6226 1108 South 9th Street 317.263.6224 (fax) Noblesville, IN 46060 -3745 888.263.6224 (toll free) www.schmidt Re: Response to 3/30/04 comments Hazel Dell Christian Church Education Wing 2002 -036 3.1.1 Dear Mr. South: Wayne S. Schmidt, FAIA Ronald W. Fisher, AIA Per the comments from your March 30, 2004 review letter on Hazel Dell Dean M. Illingworrh, FAIA Christian Church, we have the following responses: 2A. See attached 11" x 17" plan D uane A Dar, AIA AIA p Duane A. Dart, AIA A Michael W. Engledow, AIA 5A. N 39d 59.913' W 86d 4.100' Daniel C. Kloc, AIA Debra S. Kunce, AIA 7A. 05120201090020 Jeffrey R. Mader, RLA Kyle E. Miller, PE 1B. See text for Stormwater Pollution Prevention Plan 1B on sheet C -001 Robert E. Olson, PE revised April 8, 2004. Kevin D. Shelley, AIA p Mary Ellen Wolf, AIA David T. Worthman 2B. See text for Stormwater Pollution Prevention Plan 2B on sheet C -001 revised April 8, 2004. James A. Darnell, RCDD /OSP 13B. See text for Stormwater Pollution Prevention Plan 13B on sheet C -001 Craig M. Flandermeyer, RLA James C. Hooker, RA revised April 8, 2004. Ronald E. Hull, PE, PS Ted W. Kussow, PE 3C. See text for Stormwater Pollution Prevention Plan Post Construction Gregory W Litteral, RA Component 3C on sheet C -001 revised April 8, 2004. Jon Kerry Osborne, AIA Jeffrey A. Reed, PE 5C. See text for Stormwater Pollution Prevention Plan Post Construction Steven L. Schaecher, AIA Component 5C on sheet C -001 revised April 8, 2004. Steven R. Sturm, RA V Keith Tharp, AIA Additionally, the plan sheet C -104 has been revised as follows: James L. Wh RA ll y p David L. Wheelock, PE Toby J. Winiger, AIA The diversion and silt fence to the south of the property is deleted. The silt fence on the south side of the swale is deleted. The silt fence on the north side of the swale is continuous. Architecture Engineering Interior Design Landscape Architecture SCHMIDT Letter to Mr. John South Hazel Dell Christian Church Education Wing April 8, 2004 R CF R /ED ASSOCIATES Page 2 APR 13 2 °.4 DOCS co o� The silt fence at the east end of the parking addition is located at the limits of disturbance. Dimensions of the rock chute for the curb turn-out on the east end of the parking lot have been clarified in detail 7/C -503. The construction entrance is shown on the south side of the property in a location of an existing curb cut and gravel drive. A stabilized construction staging area will be located adjacent to the entrance and be the location of vehicle fueling and concrete washout. A portion of the swale to the south of the building addition will be piped during construction to allow access to the building. Upon substantial completion, the pipe will be removed. The swale will be graded and stabilized per plans. Please contact me if you require any additional information. Sincerely, O SCHMIDT ASSOCIATES, INC. Amhtrecrure En: neering Interior Design Landscn. Architecture rm. 4 idermeye RL Landscape Architect cflandermeyer @schmidt arch.com CMF:jab Enclosure 11x17 plan, C -001, C -104, C -503 (all drawings dated April 8, 2004) Copy: NMs A g lma Butler;City of; Carmel 'Department;;ofCommunity Services Mr. Alan Peterson, Hazel Dell Christian Church Mr. Russ Love, Hazel Dell Christian Church Mr. Tom Cook, M/E Design Services C. Michael W. Engledow, AIA, Schmidt Associates, Inc. File M:\2002- 036 \Correspondence\20040408LT CMF_South_OI.DOC O Architecture Engineering Interior Design Landscape Architecture March 31, 2004 Mr. Jim Haag Sewer Collections Supervisor City of Cannel 130 1 st Avenue SW Carmel, IN 46032 Re: Hazel Dell Christian Church Hazel Dell Christian Church - Education Wing 2002-036 3.1.1 Dear Mr. Haag: In response to your letter dated March 9, 2004, we offer the following: Sewer and Water external work is shown on the attached plan and details sheets. If you should have any questions or concerns regarding this work, please do not hesitate to contact Tom Cook at M.E. Designs. (1-574-256-1914). In response to your comments on water main installation, there is no additional water main being added in this phase. Thank you for your attention to this Project. Sincerely, Architecture [~etlgn · gand~cape .4rchitecture AIA Architect / mengledow~schmidt-arch.com MWE:jab Enclosure Copy: Mr. Alan Peterson, Hazel Dell Christian Church Mr. Russ Love, Hazel Dell Christian Church Mr. Tom Cook, M/E Design Services Associates, Inc. File M:~2002-036\Con'~pondm~glO040331LT_MWE_Haag_O 1. DOC SCHMIDT ASSOCIA Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 317.263.6226 317.263.6224 (fax) 888. 263. 6224 (toll free) www. schmidt, arch. com Wayne S. Schmidt, FAIA Ronald W. Fisher, AIA Dean M. Illingworth, FAIA &even K. Alspaugh, AIA Duane A. Dart, AIA Michael W Engledow, AIA Daniel C. Kloc, AIA Debra S. Kunce, AIA Jeffrey R. Made r, RLA Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, AIA Mary Ellen Wolf, RA David T. Worthman James E. Browning, RLA James A. Dame#, RCDD/OSP Craig M. Flandermeyer, RLA Mary Beth Hanke Ted W. Kussow, PE Gregory W. Litteral, RA Jon Kerry Osborne, AIA Jeffrey A. Reed, PE Steven L. Schaecher, AIA Steven R. Sturm, RA V. Keith rharp, AIA James A. Walls, RA David L. Wheelock, PE toby J. Winiger, ,ILl Architecture Engineering Interior Design Landscape Architecture March 31, 2004 Ms. Angelina Butler Planning Administrator City of Carmel - Department of Community Sen, ices One Civic Square Carmel, IN 46032 Hazel Dell Christian Church Hazel Dell Christian Church- Education Wing 2002-036 3.1.1 Dear Ms. Butler: In response to your letter date March 11, 2004 concerning Hazel Dell Christian, we offer the following: 1. Docket # has been added to the attached Site Plan. e We have added foundation plantings around the facility consistent with the plantings from Phase One. Refer to attached plan. , Dead trees along the North property line will be replaced. Owner has agreed to replace 5 dead pines, as shown on the attached plan. , We will forward a letter of approval from Scott Brewer when it is available. , New lighting fixture cut sheet is attached. This fixture has required 90 degree cut off. 6. We are copying you on all correspondence to TAC members. e We are considering adding roof screens to the roof as suggested by Carmel. We will evaluate various design and cost ideas with the Owner. The owner has had several conversations with the developer to the north concerning the proposed pedestrian connection. We will coordinate with Meyer Najem as construction progresses. Thank you for your assistance through this process and your attention to the Hazel Dell Christian Church project. If I can answer any questions, or be of assistance, please don't hesitate to call. SCHMIDT ASSOCIATES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 317.263.6226 317.263.6224 flax) 888. 263. 6224 (toll free) www. schmidt-arch, com Wayne S. Schmidt, FAIA Ronald W. Fisher, AIA Dean M. Illingworth, FAIA &even K. Alspaugh, AIA Duane A. Dart, AIA Michael tsZ. Engledow, AIA Daniel C. Kloc, AIA Debra S. Kunce, AIA Jeffrey R. Mader, RLA Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, AIA Mary Ellen Wolf RA David T. Worthman James E. Browning, RLA James ,4. Darnell, RCDD/OS~ Craig M. Flandermeyer, RLA Mary Beth Hartke Ted W. Kussow, PE Gregory W. Litteral, RA Jon Kerry Osborne, Jeffrey ,4. Reed, PE Steven L. Schaecher, Steven R. Sturm, RA I,~ Keith Tharp, James A. Walls, RA David L. Wheelock, PE Toby J. Winiger, AIA Architecture Engineering Interior Design Landscape Architecture SCHMIDT ASSOCIATES Letter to Ms. Angelina Butler Hazel Dell Christian Church- Education Wing March 31, 2004 Page 2 Sincerely, CIATES, INC. Design · Landscape Architecture W Architect / men schmidt-arch.com MWE:jab Enclosure Copy: Mr. Alan Peterson, Hazel Dell Christian Church Mr. Russ Love, Jr., Hazel Dell Christian Church Mr. Scott Brewer, City of Cannel Craig M. Flandermeyer, RLA, Schmidt Associates, Inc. File MA2002-036\Correspondence\20040331LT_MWE_Butler_01 .DOC Architecture Engineering Interior Design Landscape Architecture KSF Spec-Form ® Architectural Arm-Mounted Cutoff ..,. ;l"t.e..ded.Use. "...-' .: For car lots, street lighting or parking areas. "'" ':i.-:':...R~tures ' .":"' .:' · '..... -..- ....:..: .' . -. :. :.' ',..: : '. .. .'. Housing - Rugged, heavy-gauge, aluminum rectilinear housing. All seams continuously welded for weathertight integrity. Dark bronze corrosion-resistant polyester pow- der finish (DDB) standard. Other architec- rural colors available Door Frame- Natural, anodized, extruded aluminum flame with mitered corners, re- tained with two hinge pins and secured with one quarter-turn, quick-release fas- tenet. Integrally designed, extruded sill* cone gasket provides weatherproof seal between housing and frame. Lens - .125' thick, impact-resistant tern- pared glass with thermally applied, silk- screened power door shield. Mounting- Extruded 4" (KSF1, KSF2) or 12" (KSF3) aluminum arm for square pole mount- lng shipped in fixture carton as standard. Optional Mountings available. Optics - Anodized provide superior uniformity KSF1/KSF2 reflectors are terchangeable. KSF3 Type IV tatable but not interchan distributions available: R2 (Asymmetric), R4SC (Forward Cutoff), R4W (Wide, Forward (Square). Electrical- High reactance~ factor for 150W and below. age' autotransformer for 175W Copper wound and 100% Removable power door and lng disconnect plugs. Socket- Porcelain, mogul-base socket (lOOM& 150M um-base) 'with copper alloy, screw shell and center 1500W, 600V. Listings - UL Listed (standard). fled Or NOM Certified (see 0 ed for wet locations. Ordering Information Example: KSFI 150S R2 120 KSF1 7OS R3 Type III lisym~c ~ KSFI 106S R4 Type IV foward KSF1 lags throw (size 3 only) 347 KSF2 zsoS 4Bo KSF2 460S TBS KSn ..s ~ ~)~ R4W Type IV wide, forward throw KSF! 1SaM (size 2 only) KSF1 175M RSS Type V square KSFI 260M1 (sizes 2 & 3 only) KSF2 350Mt~ KSF2 400M2 KSF3 1OO0M3 Dimensions are shown in inches {centimeters) unless other- wise noted. EPA" l~ftt(.14m2) 2.0fttL19m2) [0~{~) L~ ~(~) ~(~3) ~l~e~.o) ~ IMpel41.1} 16v~(47.o) 24s/~(61~ Height 7¥4(18.4) ~/~s(21.1) M~. weight · .' '..'-' . "."- ..: ~.....- - :" ':' ...: . i. :: -. ...... :. .-. .. RP04 4' round pole arm8 '~/~ : DF (Wa TB) Double fuse, 208V, 240V, I./a PER NEMA twist-lock receptacle (no photocontrol) : QJIS Quartz restrike system( KSFI, not to exceed HID on size 2;250W max. on KSI~, lamp not included) :. CR Enhanced corrosion EC Emergency circuit SCWA Super CWA pulse start ballas~ with HPS, 100M, 175M) CSA CSA CerUfied · NOM N0M Certified (consult Fei' optional architectural colors, see page 485. : PE1 NEMA twist-lock PE :, PE3 'NEMA twist-lock PE (347V)t° PE4 NEMA twist-lock PE (480V)m : PET NEMA twist-lock PE (277V)~° '-~ SC Shorting cap for PER option KSF_HS House-side shield (KSF1/KSF2: and R3 only. KSF3 KSF_VG Vandal guard (KSFI/KSF2 only) ~ tenon slipfitMrs, see page 486. · RI~I 9' round pole arm /0! WWO4 4' wood pole or wall~ WW09 9' wood pole or wall WBG4 4' wall bracket WB09 9' wall bracket MB Mounting bracket UARM When ordering KMA or DA12 SPI2 12' square pole arm (std.) RP12 12' round pole arm WW12 12" wood pole or wall WB12 12' wail bracket KMA Mast arm adapter KTMB Twin mounting bar DA12P Degree arm (pole) DA12WB Degree arm (wall} I Must be ordered wlth SCWA. 2 Must usa ED28 lamp. 3 Must use BT37 lamp. 4 Consultfectoryforaveilabilityin Canada. 5 Optional multi-tap ballast (120V, 208V, 240V, 277V). In Canada 120V, 2T/V,~47V;shipe es 120V/347V. 6 Use 9" arm when mounting two lumlnaires etgO". 7 Use 12' arm when mounting two iuminslres at 90'. 8 Maybe orclered as accmmory. 9 QRSTDavailable inselectwatta~es. ConsultfactolT. lo PER option must be ordm-~ with fixture. 11 Includes mounting arm. dlast '~ ~'~' · ' '..:~' i:-.: Intended Use ,tent- ' · ~und For building- and wall-mounted applications. inte- -'~"!:~; · Features ectly ' ~'-"" Housing- Rugged, die-cast, single-piece bolt '. i~: '¢.17 housing. Die-cast door frame has ~/4" thick :~i:;-tempered glass lens. Door frame is fully base :'~' ';~-. gasketed with one-piece solid silicone. Stan- :few "'~:: dard finish is textured dark bronze (DDBT) .' 'corrosion-resistant polyester powder with 3OW, ; ~ o~er architectural colors availabe. ;erti- : ~~~.~ ....?'~ .-. Installation - Universal mounting mocha- }. IJL ...' '~¥.nism with integral mounting support al- !' lows fixture to hinge down, Bubble level .~?,'provides correct alignment with each in- 'l~:i.:' ~' ~tailation. ... "~g.:. .~i¥~.~. Optics- Interchangeable, segmented ':'1~._:~"' reflectors for superior uniformity and con- d. Three full cutoff distributions avail- able: Fi' (forward throw), MD (medium :throw), and WT (wide throw). Four up- htdistributions available: FTU {Forward ~row 10% up), MDU {medium throw. 10% tTB ,;:::Ordering Information ~WSR Half Metal Uig.b Gg/I]AOAT ~ Fluorescentz SiM ~29.dLum 26DTT 70M 35S~ 2/2SDTT SOS 32TRT 1SOM 70S 2/32TRT 175M 100S 42TRT 150S 2/421'RT 120Vonly. Only available with MD, MDU, and MDU$ distributions. Available on WSR ru(tu ra only. Co~ult factory for availability In Canada. Optional multi-tap ballast {120V, Z08V, 240V,277V). In Canada 120V, 277V. 347V; ships as 120V/347V. Optional pants-tap ballast (120V, 208V, 240V, 277V, 480V; not available in Canada). 17SM Only. Optional multi-volt electronic ballast [for compe~ fluo- rescent lamps only) capable of operating on any line volmgefrom 120V-277V. Not available with compactfluorescent. Available for compac~ fluorescent units only. Must specify voltage. Not available with MVOLT orTB. !.~ Not available with SF, DF, orQRS. Not available with 2/32TRT or 2/42TRT. Black finish only. Must be ordered with fixture; no field installations. lBS not available with MD, MOU and MDU5 :'. distributions. Additional ar;hitectural colors avaflabls; see www. lithonla.com for more information. Must spec/fy finish. Architectural Building Mounted uP), WTU (wide throw, 10% up) and MDU5 (up/down, medium throw, 50% up, 50% down). Compactfluorescent MD (medium throw), only. Electrical-H.I.D.: 50W-150W utilizes a high reactance, high power factor ballast. 35S utilizes a reactance high power factor ballast. 175W utilizes a constant-wattage auto transformer ballast.' Ouick-disc0n- nect plug easily disconnects reflector from ballast. Ballasts are copper wound and 100% factory tested. Porcelain, medium- base copper alloy, nickel-plated screw shell and center contact UL listed 660W, 600V 4KV pulse rated. CFi: compact flue- rescent ballast is Class P, electronic, high powerfa ctor, <10% THD with startingtemp. of 0° F (-18'C). Fluorescent socket is high- temperature thermoplastic with integral lamp retention clip. Ustings - UL Usted suitable for wet Igc'a- dons (damp location listed in lens-up orion- tation). CSA Certified (see Options). IP rated. pa~liaht Dish'~r.rtions 120 MD Medium throw 2404 (coated lamp ~ standard) 347 WT Wide ~row TBs Uplio~Distributions3 TBV6 FTU Forward throw MvOLT7 with 10% uplioht MDU Medium throw vv'~ 10% uplight (coated lamp standard) WTU Wide throw with 10% uptight MDU5 Up/down medium throw with 50% uplight & 50% downligM (coated lamp standard) WSR/VVS Example: WST 175M FT 120 SF L Shipped ~nstatled in fixture SF Single: fuse {120V, 277V,. 347V, n/a TBP DF Double fuse (208V, 240V, n/a TB or TBV}" GMF Internal slow-blow fusingS,to EC Emergency circuit (25W max, lamp included} !)C12 Emergency circuit 12 volt~ (35W lamp included standard} ELDW Emergency battery pack (120V or 277V only}~t2 ORS Quartz 're,strike system (iOOW max, lamp not included)" CR Enhanced corrosion resistance CRT Non-stiCk protective coating~s PE Photoelectric ceil-button type In/a TB)~* WLU Wet location door for up orieiltation lBS Internal backJigM shield~s DFL Diffusing Mns TP Tamperproof LPI Lamp in:cluded as standard ULP Less lamp Dimensions are shown in inohea (centimeters) unless otherwise noted. Width 1B (45.7) 16V4 (41.2) Depth 9{22.8) 0V.(23.2) Height 7V4(18.4} ?V~(I&4) Maxweight 30 lbs i13.6 kg) 30 lbs (13.6 kg); : I ~rc~te _ctural Colors~ Sta~ldard T~xtured Colors DDBT Da'rk bronze (standard) DSST Sandstone DNAT Natural alumiflur DWHG White DBLB Black Shipped separatelv WSBBW Surface-mounts back box~7 UT5 Uptilt 5 degrees WSTWG Wire guard (WSq WSTVG Vandal guard (WST)t4 WSBWO Wire guard (WSF WSRVG Vandal guard (WSR)14 S~ No'rE %.0 %.o %.0 %.0 %.o %.o %.0 %.0 %.0 %,, %.o %.0 %.o .%.0 %.0 %.0 %.0 %.0 %.o %.0 %.o %.o %.o %.0 %.o %.o %.o %.0 %,, %.0 %.o %,, %.0 %.o %.o %.o %.0 %.0 %.o %.0 %.0 %.0 ~ %.0 %.0 %.0 %.0 %,, %,, %,, %.o %.0 ..~ %.0 %.0 %.0 %.o %.0 %.0 %.0 ~ %.o %.o %.o %.o '0.1 'o.1 %,, %.0 %.o %.0 %,0 %.0 %.0 ~ %.o %0 '".~,, %.o %.o %.o %.o %.o %.o %.o %.0 %0 %.o %.0 %.o %.o %.0 %.o %.o %.o %.0 %.o %.0 %,, %.0 %.o %.o %.0 %.o %.0 %.0 %.o %.o %.o %0 %.0 %.o %.o %.o %.o %.o %,, %.0 %.o %.o %.0 %.0 %.0 %.0 %.0 %.o %.o %.0 March 31, 2004 Mr. Gary Hoyt Fire Marshal Cannel Fire Departmem 2 Civic Square Cannel, IN 46032 Re' Hazel Dell Christian Church Hazel Dell Christian Church- Education Wing 2002-036 3.1.1 Dear Mr. Hoyt: In response to your letter dated March 11, 2004, and questions discussed at the recent Technical Advisory Committee meeting, we offer the following: Yes, the new portion of the facility will be connected to the existing fire suppression system. e Overall building height to the top of parapet is 22'-0". There is no basement in this facility. e Per our conversation at the TAC meeting, we will plan on adding an additional fire hydrant during the next addition. The next addition is planned to be the Sanctuary, and will be much more significant with regard to square footage. We have attached a preliminary layout for the hydrants around the facility to guide our future planning. Your feedback on this layout would be appreciated. Thank you for your attention to this Project. Sincerely, SCHMIDT~SJ~CIATES, INC. Mmnae~ w.~ngt~now, AIA Architect / late mengledow~Schmidt-arch, com MWE:jab SCHMIDT Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 317.263.6226 317.263.6224 (fax) 888. 263. 6224 (toll free) www. schmidt-arch, corn Wayne S. Schmidt, FAIA RonaM W. Fisher, AM Dean M. lllingworth, FAIA &even K. Alspaugh, AIA Duane A. Dart, AIA Michael W. Engledow, AIA Daniel C. Kloc, AIA Debra S. Kunce, AIA Jeffrey R. Mader, RLA Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, AIA Mary Ellen Wolf RA David T. Worthman James E. Browning, RLA James A. Darnell, RCDD/OSP Craig M. Flandermeyer, RLA Mary Beth Hanke Ted W. Kussow, PE Gregory W. Litteral, RA Jon Kerry Osborne, AIA Jeffrey A. Reed, PE Steven L. Schaecher, AIA &even R. Sturm, RA I,: Keith rharp, AIA James A. Walls, RA David L. Wheelock, PE Toby J. Winiger, AIA Architecture Engineering' Interior Design Landscape Architecture SCHMIDT ASSOCIATES Letter to Mr. Gary Hoyt Hazel Dell Christian Church- Education Wing March 31, 2004 Page 2 Copy: Mr. Tom Cook, M/E Design Services Mr. David Cook, RA, Ralph Gerdes Consultants, LLC Mr. Alan Peterson, Hazel Dell Christian Church Craig M. Flandermeyer, RLA, Schmidt Associates, Inc. File MA2002-036\Con'espondence~2004033 ! LT_MWE_Hoyt_O I.DOC Architecture Engineering Interior Design Landscape Architecture I I / I / II if ~. / ~_ ,.' \ / o / '' / / / / / / / / /. / / SCHMIDT ASSOCIATES II SCHMIDT March 31, 2004 Mr. Greg Hoyes Plan Reviewer Hamilton County Surveyor's Office Suite 1888 Noblesville, IN 46060-2230 Re: Hazel Dell Christian Church Hazel Dell Christian Church- Education Wing 2002-036 3.1.1 Dear Mr. Hoyes: In response to your letter dated march 15, 2004, we have attached the following: 1. An application for an increased outlet permit and a check for $150.00. , C-103, Grading and Site Utilities, showing the entire parcel and detention basin. Thank you for your attention to this Project. If you should have any questions or comments, please do not hesitate to call. Sincerely, SCHMIDT A', INC. Architecture .edow, AIA men chmidt-arch, com MWE:jab Enclosure Copy: Mr. Alan Peterson, Hazel Dell Christian Church Mr. Russ Love, Hazel Dell Christian Church Mr. Tom Cook, M/E Design Services Craig M. Flandermeyer, RLA, Schmidt Associates, Inc. , M:X2002-O36\CorreapondeaceX20040331LT_MWE_Hoye~_O I.DOC Wil-Fra.Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 317.263.6226 317.263.6224 (fax) 888.263.6224 (toll free) www. schmidt-arc h. corn Wayne S. Schmidt, FAIA Ronald ~. Fisher, AM Dean M. lllingworth, FAIA Steven K. `41spaugh, `4I`4 Duane `4. Dart, `4I`4 Michael W Engledow, ,414 Daniel C. Kloc, `41`4 Debra S. Kunce, `41`4 Jeffrey R. Mader, RL`4 Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, `4I`4 Mary Ellen Wolf, RA David T. Worthman James E. Browning, RLA James A. Darnell, RCDD/OSP Craig M. Flandermeyer, RLA Mary Beth Hanke Ted ~. Kussow, P E Gregory W. Litteral, RA Jon Kerry Osborne, AIA Jeffrey A. Reed, PE Steven L. Schaecher, AIA Steven R. Sturm, RA V. Keith Tharp, AIA James A. Walls, RA David L. Wheelock, PE Toby J. Winiger, AIA Architecture Engineering Interior. Design Landscape Architecture [ I Ill Illl Il [ I Ill Illllllllll Il I I ] I Jill J[ Jill[ [ · OUTLET /~ HAMILTON COUNTY SUR~ORS OFFICE One Hamilton Noblesville, Indiana 46060 317-776-8495 fax: 317-776-9628 I~-~o .-z'z.-°°- oo-oo3.oo~, ~v~d.,.ff Parcel Number: 10-,~o- ~Z -..o,.°.,,-5.,,,°°- c~. ~TownsMp:, ~--,%r~,¥' Phone:(_3_!_% ..... .~,~..~ - ,.~,~-~-~' ~ Phone:{ .... ) Fsx:¢ ...... Fax:( _ ) Contractor- Installer:' _ ~_~ ~. t~ t_~'r- ....... ~..oto e=~..~/.~~~ -., o .............. _ .... -to P~rl~ o! Prlv~ Tile: ....... , ...................... ~ r-~ ~ ..... ,~ ~,.~ z_ /0' ~ ~'. Size of Tile: Type of Tile: ~- ~_ Length of Tile: . Number of Outlets: ..... Location of Outlet: Wifl private tile cron property not owned by the applicant~ If yes, Iht parcel numbers, nines and addresses of those that will be crossed: .;_;...~...~ . , ......... , [[ [[ i [ [ _ ~ ,., ,[, , [ .... _ ' ;:- . ...... .. ' [ : , ,,,, [ [ .[.~ t_[ iht ,n,,, [ [ [ [[ [ ] ~ ' ' ::':";'---' :~ ...... I Aere. by requestpet~ission to outlet a private drain into the aborn mentio#ed rcgul, at~d drai~ 27re construct~ Jhall conform to the standards of the County Surveyor at tire point of connectio~ with the regulated drai~ A location map of the drai~ i~ attacAe~ ' ~how/~g rAe/ocat/on of tAe regulated drain, private drain, point of con~ctio~, lot line~, bfdldi~gs and other pbyzical fe~ums, and platted ea~emen~ and rigbt-of-~ays. This requ~t is made as per I. C. $6-9-~7-17~ Applicant's ~ignature Date Cbeck 7~tle: Owner Contractor Engineer Tenant Other: I Il I Illll ' i. ill[mil I ' i I Il Il I I .... · ***For Oflke Un ~* l'ermit~:. ...... lqan l'roject Number: .......... Checlt:__ ~ Enlinu4nl Firm: : --Illllll . l_ I I I.[I . [[[[[[[[ iii -[['[[[[[[[[ [[[[[[[I[[[ [ i [ i1[ [ [ 111 11 . [ . . [11 11 Ill[ 11 [ 1111 . [1 [ ...... [ . [_ ] l[ [[1[ I [ I I I [1[[ [ . [ [ [ L [ [ , [[[ [ | [ [ [[ I I [ . ' [[ ][[[ [ [ [[ [ [ [ [I [[. -- ), l~j~+ . ~ M~R !5; ~04 OP: 34PM P. 1/2 March 15, 2004 Schmidt Associates ATI~: Craig Flauderrneyer Wil-Fra-Mar Buildh~g 320 East Vermont Street Indianapolis, IN 46204-1640 VIA FACSIMILE: 263-6224 OR'S Suite One .~obicsv~lle, lndia.a Re: Hezel DeU Christian Church Addition Dear Mr. Flandermeyer: Wc havc revieWed thc ADLS package submittcd to thc Hamilton County Surveyor's Office on March 5, 2004 for this project and have thc following comments: 1. This project falls within the jurisdiction of the City of Carmel. 2. This proposed site DOES fall in a Cmuel Well Head Protection Area~ 3. Please coordinate the storm sewer design with both the City of Carmel Engineering Department and this office. 4. This proposed project falls in the Emily Vestal Drainage Shed, 5. Please submit an outlet permit, for thc increased discharge into the Emily Vestal Regulated Drain, to this office. The application is available on our website at ht~.;//~.._~...~i!ton.in.'us, go to Departments, Survcyor, and Drainage Permits. 6. The drainage calculation from Woolpen, done in April 1999, show this site as being master planned for all future development. It sppears the proposed increased impervious area is included in the drainage calculations for sizing of the existing detention basin for the site. 7. Please resubmit sheet C-102 showing the existing dry detention basin and the entire parcel to the eastern property line. MI:IR 1S 'la4 la;:>: 34PM ~. 2~2 8. Please note the additional comments may be warranted at a later date. Should you have any questions, I can be reached at 317-776-8495. Sinoe~ly, ~~Cmcg Ho ~~yos Plan Reviewer Cc: iron Dobosiewicz-Carmel DOCD John South- HCSWCD Dick Hill- Carmel Engineering March 12, 2004 CI J:4zM~s BRAI_NARD, MAYOR Mr. Craig M. Flandermeyer, RLA Schmidt Associates Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 RE: Hazel Dell Christian Church EdUcation wing-~ project ,Re*ie~T~i~ Dear Mr. Flande~eyer: We have reviewed the drawings submitted for the March 17, 2004 Technical Advisory Committee meeting. the following comments: We offer 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 (Hazel Dell Parkway). · Water- City of Carmel · Sanitary Sewer- City of Carmel · Storm Sewer - City of Carmel 3. Board of Public Works and Safety Approval Requirements: · Additional Water and Sanitary Sewer Availability if applicable. · Commercial Curb Cut. It does not appear that this is applicable to this project. · Temporary Construction Entrance. Separate BPWS approval will 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, additional Water Availability approval will be required from the Board and additional Water Connection Fees will be due. · Dedication of Right of Way. It does not appear there are additional right of way requirements. 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 completion of review by the Technical Advisory Committee. All written requests to be place on the Board's agettda must include the appropriate Docket Numbers and the date (or dates) of approval by the Platt Commission and/or BZA. Water and Sanitary Sewer Availability and Connection Fees: Water and Sanitary Sewer Availability (acreage) Fees The total acreage of the site is 24.62 acres. When the original church project was initiated, the church requested relief in regard to payment of Availability Fees for the entire site. They were given permission to defer payment on 10.186 acres. Therefore, Availability Fees for 14.434 acres in the amount of $44,384.75 were paid on August 16, 1999. It will soon be 5-years since the deferral was granted. In reviewing project correspondence when this acreage was developed, I believe it was the City's understanding that the remaining fees would be paid upon further development. Therefore, we are requesting payment of the remaining Availability (acreage) Fees as follows: Water - 10.186 acres ~ $1,010.00/acre = $10,288.00 Sanitary Sewer - 10.186 acres ~ $1,365.00/acre = $ ! 3,904.00 Total 10.186 acres ~ $2,375.00/acre = $24,192.00 . DEI)AIITMENT OF F~NGINEERING ONE CIVIC SQLIARE, CARSIEL, IN 46032 O}:FIC~: 317.571.2441 E~IAIL kwcesc~'ci.carmel.in.us F~x 317.571.2439 Mr. Craig M. Flandermeyer, RLA March 12, 2004 Page 2 Water and Sanitary Sewer Connection Fees- Based upon the proposed use of this addition and the original Connection Fee requirement when the existing building was approved, there are no additional Connection Fees required for this addition. 5. TAC Review/Drawings submitted for approval: We 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 Public Works Inspector 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~ I am including copies of the following with this correspondence: · Commercial Project Approval Procedures. · Permit Data, Contacts, etc. · Commercial Permitting Procedures. BONDING REQUIREMENTS 10. Upon initial review, it does not appear there are any bonding requirements for this project: We have engaged Crossroad Engineers to provide storm sewer/storm drainage review. These comments will be forwarded to you upon receipt by this office. Additionally, we reserve the right to provide additional comments after further review by the City Engineer. 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, particularly 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. Sinc~y, /~ Dick Hill, Assistant Director Department of Engineering Enclosures CC: Mike McBride, City Engineer (w.o. encl.) John Duffy, Carmel Utilities (w.o. encl.) Paul Pace, Carmel Utilities (w.o. encl.) Jim Haag, Carmel Utilities (w.o. encl.) S:XPROJREV04\HDCHRISTIANEDCWING City of Carmel VIA FAX: 263-6224 Original by mail March 11, 2004 Michael Engledow, AIA Schmidt Associates 320 E Vermont Street Indianapolis, IN 46204 COPY Hazel Dell Christian Church- Building Addition (#04030009 TAC) -TAC Review Dear Mr. Engledow: This letter is in response to your Technical Advisory Committee Review for the Hazel Dell Christian Church Building Addition. This is a preliminary letter to let you begin on revisions. Additional comments will be made by members at the TAC Meeting on March 17. Please complete the following items after you have received additional comments at the TAC Meeting. , , 6. 7. 8. Please add docket no. 04030009 TAC to your site plan. Please provide a landscape plan that shows plantings around the new building addition. The Urban Forester has noticed than many of the plantings along the north have died; please look into restoring the plantings to reflect the originally approved landscape plan. Please provide a copy of the letter of approval for the landscape plan from Scott Brewer, Urban Forester. Show lighting fixtures as being 90-degree cutoff (down-lighting). Please provide to the Department copies of your correspondence with the TAC members. Look into screening rooftop, mounted equipment along the west end of the existing building. Contact Schneider Engineering to discuss connection of parking area to north parcel. Once these changes are made, please forward us a revised copy for review. If you have any questions or if I may be of assistance, please feel free to call. Sincerely, Angelina Butler Planning Administrator HazelDellChristianChurchBldgAddn-TAC Page 1 ONE CIVIC SQUARE CAR2vlEL, INDIANA 46032 317/571-2417 City of Carmel Fire Department Headquarters 2 CiViC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Craig M. Flandermeyer Schmidt Associates 320 E. Vermont St. Indianapolis, IN 46204-1640 RE: Hazel Dell Church LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Hazel Dell Church and has approved the plans subject to the following: , Will this building be connected to the existing automatic fire suppression system? If a separate suppression system is to be installed a meeting will need to be scheduled to discuss the location of the fire department connection. . What is the height of the building? Will this building have a basement? If so, what is the square footage of the basement? 3. We would like to set up a meeting to discuss the addition of a fire hydrant in the parking lot. , . , Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date' March 11,2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department March 10, 2004 Craig M. Flandermeyer, RLA Schmidt Associates 320 E. Vermont Street Indianapolis, IN 46204-1640 RE: Project: ADLS Amendment Filing Hazel Dell Christian Church Dear Mr. Flandermeyer: . I have received and reviewed the plans for the above-mentioned project. At the present time, 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. Respecff~J~i~~ Timothy J. Green Acting chief of Police TJG:vb CC' Dept. of Community Services (;;17) 571-2500 Fa:~ ($17) 571-2512 MAR-OB-8004 10:48 FROM:HAMILTON CO__.HWY DEP 3177769814 P. 001x001 HAMILTON COUNTY HIOHWA ¥ DEPAt F ENF M~rch 8, 2004 Craig Ftandermeyer Schmidt Assodates 320 East Vermont Street Indianapolis, IN 46204-1640 VIA FACSIMILE RE: Hazel Dell Christian Church Building .Addition $ of 146'" Street I E of Hazel Dell Road Clay Township Dear Mr. Flandermeyer: This leffer serves to acknowledge receipt of a transmittal received 03t05/04 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: It appears that this project lies entirely within the limits of the City of Carmel. Therefore, all future comments should be directed toward the City, If you have any information contrary to this statement, please contact me immediately. If you have any questions or comments ¢onceming this letter, please feel free to contact me at anytime. Sincerely, Steven J. Broermann Staff Engineer Jon Doboslewlc, z Greg Hoyes G :~USERS~,$Bt04tao~03.08,-04hagdell~hurct~.doe l?OO South 10~" Street Noblesville, In. 46060 .www,~o,hamilton,in.us Office (317) 773-7770 Fro% (:3.1.7) 7"/6-9814 Transmittal Ms. Angelina Butler, Planning Administrator To: Department of Community Services, City of Carm¢~f~/ One Civic Squar Carmel, IN 46032 Phone: (317) 571-2417 . F~: (317) S71-2426 E-mail: abmler~ci.c~el.in.us Erom: Craig M. Fl~de~eyer, ~A cfl~de~eyer~sc~idt-~ch.cm ASSOCIATES Architecture Engineering Interior Design Landscape Architecture Wil-Fra-Mar Building 320 East Fermont Street Indianapolis IN 46204-1640 317.263.6226 317.263.6224 (fax) www. schmidt-arch, com Date: March 4, 2004 Activity Requested: Re: ADLS Amendment filing For your use Hazel Dell Christian Church- Education Wing 2002-036 2.1.1 Transmitted by: Copy: Technical Advisory Committee, rev. 9/17/03 (1 copy ca) Mr. Russ Love, Jr. & Mr. Alan Peterson, Hazel Dell Christian Church Michael W. Engledow, Schmidt Associates, Inc., File Hand-delivered Quantity Description C-102 Site Layout and Planting Plan, C-501 Site Details, E-101 Electrical Site Lighting, G-002 Overall Floor Plan, A-201 Exterior Elevations ADLS amendment application, Legal description, Location Map, Drainage Report (to city engineer only), Light fixture cut sheet, Color building elevation- 11 x 17, Soils Map, FIRM map Action Remarks Please contact me if you need additional information. Thanks! 2002-036\Correspondence~20040304TR_CMF_Butler_.01.DOC Please notify us if the enclosures are not as noted on this form. CONFIDENTIALITY NOTICE: The documents accompanying this transmittal contain confidential information which is legally privileged and belongs to the sender. The information is intended only for the use of the individual(s) or entity n~ned above. If you ~ not the intended recipient, you are hereby notified that any disclosure, copying or distribution of this information is strictly prohibited. If you received this transmittal in error, please notify us by telephone at the number above to arrange for return of the original documents. Babbitt, Pamela A From: Sent: To: Cc: Subject: Butler, Angelina V Friday, March 05, 2004 1:50 PM Babbitt, Pamela A Morrissey, Phyllis G; Pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling, Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C; Stahl, Gayle H; Pohlman, Jesse M Docket No. Assignment: (TAC) Hazel Dell Christian Church (#04030009 TAC) Pflm, Please print and fax this e-mail to the petitioner identified below and UPdate the file. I have issued the necessary Docket Number for (TAC) Hazel Dell Christian Church - Building Addition. It will be the following: Docket No. 04030009 TAC $250.00 Total Fee: $250.00 Docket No. 04030009 TAC: Hazel Dell Christian Church - Building Addition The applicant seeks approval for a building addition. The site is located at 14501 Hazel Dell Parkway. The site is zoned S-l/Residence - Low Density. Filed by Mike Engledow of Schmidt Associates. Petitioner, please note the following: 1. This Item will be on the March 17 agenda of the Technical Advisory Committee. 2. Mailed and Published Public Notice does not need to occur. 3. Proof of Notice is not needed. 4. The Filing Fee must be delivered to Plan Commission Secretary Ramona Hancock no later than noon, Friday, March 12. Failure to submit Filing Fee by this time will result in the tabling of the petition to the Wednesday, April 21, 2004 agenda of the Technical Advisory Committee. PETITIONER: refer to your instruction sheet for more detail. Please contact Mr. Engledow at 263-6226 (Fax: 317-263-6224) with this information. Once the file is updated please return it to Jon's office. Thank you, Angie March 4, 2004 Ms. Angelina Butler Planning Administrator Department of Community Services City of Cannel One Civic Square Cannel, IN 46032 Re: ADLS Amendment Hazel Dell Christian Church- Education Wing 2002-036 2.1.1 Dear Ms. Butler: Attached you will find the ADLS Amendment application for the Education Wing Addition at Hazel Dell Christian Church, 14501 Hazel Dell Parkway. You will find this 13,500 s.f. one-story addition to the existing church is complementary in design, materials, and colors. The design is consistent with the overall Master Plan. Additionally, the parking lot will be expanded to the east increasing on-site capacity by 42 cars. A wooden pedestrian bridge will be constructed to connect the northern adjacent parcel to allow overflow parking to utilize the lots currently being constructed as part of the Riverview Medical Park. Of the information requested for review in #3' 1. Two copies of the application are enclosed. 2. Two copies of the legal description are enclosed. 3. Two copies of the subject site, zoning, and existing land uses are enclosed. . Two copies of the Site Development Plan are enclosed a. Drainage facilities for the fully developed Master Plan were constructed with the first phase. This addition does not change or exceed the Master Plan assumptions. 2 copies of the original drainage report prepared by Woolpert, April, 1999 for "Woodland Springs Christian Church" (original design name of project) are enclosed for your review. b. The lighting plan and cut sheet of Lumark Wal-pak fixture are included. c. Landscaping is indicated on the Site Plan. Landscaping around the current building and parking lot displaced by construction will be relocated to similar locations in the new construction. d. No new signs are being proposed for this addition. Wil. Fra.Mar Building 320 East Vermont Street Indianapolis, IN 46204-1640 317.263.6226 317.263.6224 (fax) 888.263.6224 (toll free) www.schmidt.arch, com Wayne $. Schmidt, FAIA Ronald W. Fisher, AIA Dean M. lllingworth, FAIA Steven K. Alspaugh, AIA Duane A. Dart, AIA Michael W. Engledow, AIA Daniel C. Kloc, AIA Debra S. Kunce, AIA Jeffrey R. Mader, RLA Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, AIA Mary Ellen Wolf, AIA David T. Worthman James A. Darnell, RCDD/OSP Craig M. Flandermeyer, RLA James C. Hooker, RA Ronald E. Hull, PE, PS Ted W. Kussow, PE Gregory W.. Litteral, ,PA Jon Kerry Osborne, AIA Jeffrey A. Reed, PE Steven L. Schaecher, AIA Steven R. Sturm, RA V. Keith Tharp, AIA James A. Walls, RA David L. Wheelock, PE Toby J. Winiger, AIA Architecture Engineering Interior Design Landscape Architecture SCHMIDT ASSOCIATES Letter to Ms. Angelina Butler Hazel Dell Christian Church- Education Wing March 4, 2004 Page 2 e. The proposed addition adds 42 car spaces. Total parking for the site will be 304 cars (this number includes 7 accessible spaces). Based on a seating capacity of 800 max. for the Sanctuary, 200 parking spaces are required. f. The Site Plan indicates side, rear, and front yard setbacks; perimeter drainage and utility easements; sewer and water line locations; building square footage; and dimensions of building. Mechanical equipment is located on the roof. No new trash receptacle is proposed with this addition. Pavement and curbing details are indicated on C-501. No road improvements are proposed; sidewalks to the building addition are shown on plan. No new loading or dock areas are proposed. Fire hydrant and Siamese locations remain unchanged from the previous phase. g. Building elevations with dimensions and materials are included. A color elevation of the addition and photo of the existing building are also included for your information. No signage is being proposed with this addition. h. A graphic indicating soils and floodplain information is included. i. Copies of this information are being delivered to the 25 members on the TAC list dated September 17, 2003 in anticipation of TAC review on March 17, 2004. Please contact me if you need additional information. Sincerely, A~chitecture Landscape Architecture Michael W. AIA mengledow~schmidt-arch.com MWE:mkb Copy: Russ Love, Jr., Hazel Dell Christian Church Alan Peterson, Hazel Dell Christian Church File 2002-036 \CorrespondenceX20040304 L T_CMF_Butler_01 .DOC Architecture Engineering Interior Design Landscape Architecture Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: Hazel Dell Christian Church County: Hamilton Plan Submittal Date: 03/05/04 Hydrologic Unit Code: not provided Project Location Description: East side of Hazel Dell Road, 1/8 mile south of 146th Street Latitude and Longitude' not provided Civil Township: Clay Quarter: NW Section: 22 Township: 18N Range: 4E Project Owner Name: Hazel Dell Christian church Contact: Address: City: State: Zip: Phone: FAX: E-Mail: Plan Preparer Name: Craig Flandermeyer Affiliation: Schmidt and Associates Address: 320 East Vermont Street City: Indianapolis State: IN Zip: 46204-1640 Phone: 317-263-6226 FAX: 317-263-6224 E-Mail: cflandermeyer~schmidt-arch.com I Review Date: 03/16/04 ~ IPrincipal Plan Reviewer: John B. South P.E. CPESC i ~ IAgency: Hamilton County Soil and Water Conservation District ~ IAddress: 1108 South 9th Street ~ Icity: Noblesville State: IN Zip: 46060 ~ IPhone: 317-773-2181 FAX: 317-776-1101 E-Mail: john-south~iaswcd.org IAssisted By: -] PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 IAC 15-5. [-] Please refer to additional information included on the following page(s). [-] Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). ~-] A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. [-] Please refer to additional information included on the following page(s). [--] Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). [~] PLAN IS DEFICIENT: Significant deficiencies were identified during the plan review. [-~ Please refer to additional information included on the following page(s). [-~ DO NOT file a Notice of Intent for this project. [~] DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. [~] Plan Revisions [~] Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 4 Revised 12/09/03, Form 1 Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment (Form 1) ~Project Name: Hazel'D~ll Christian Church ..... IDate Reviewed: 03/16/04,,, The technical review and comments are intended to evaluate the completeness of the Construction/Stormwater Pollution Prevention Plan for the project. The Plan submitted was not reviewed for the adequacy of the engineering design. All measures included in the plan, as well as those recommended in the comments should be evaluated as to their feasibility by a qualified individual with structural measures designed by a qualified engineer. The Plan has not been reviewed Cor other local, state, or federal permits that may be required to proceed with this project. Additional information, !ncluding design calculations may be requested to further evaluate the Plan. All proposed stormwater pollution prevention measures and those referenced in this review must meet the design criteria and standards set forth in the "Indiana Stormwater Quality Manual"from the Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents. Please direct questions and/or comments regarding this plan review to: John B. South P.E. CPESC Please refer to the address and contact information identified in the Plan Review Section on page 1. Assessment of Construction Plan Elements (Section A) The Construction Plan Elements are adequately represented to complete a plan review: [-] Yes [7] No The items checked below are deficient and require submittal to meet the requirements of the rule. 11 by 17 inch plat showing building lot [~] I Index showing locations of required Plan Elements [~] 2 numbers/boundaries and road layout/names [-] 3 Narrative describing the nature and purpose of the ~] 4 Vicinity map showing project location project [Z] 5 Legal Description of the Project Site [-] 6 Location. of all lots and proposed site (Include Latitude and Longitude - NOI Requirement) improvements (roads, utilities, structures, etc.) Notation of any State or Federal water quality ~] 7 Hydrologic unit code (14 Digit) [7] 8 permits [5] 9 Specific points where stormwater discharge will leave [-5]10 Location and name of all wetlands, lakes and the site water courses on and adjacent to the site Identification of potential discharges to ground [~] 11 Identification of all receiving waters [5] 12 water (abandoned wells, sinkholes, etc.) Pre-construction and post construction estimate of [~] 13 100 year floodplains, floodways, and floodway fringes [~] 14 Peak Discharge (10 Year storm event) Locations and approximate boundaries of all [5] 15 Adjacent landuse, including upstream watershed [5] 16 disturbed areas (Construction Limits) Soils map including soil descriptions and ~] 17 Identification of existing vegetative cover [5] 18 limitations I-g[19 Locations, size and dimensions of proposed stormwater [5] 20 Plans for any off-site construction activities systems (e.g. pipes, swales and channels) associated with this project (sewer/water tie-ins) [71 21 Locations of proposed soil stockpiles and/or [7] 22 Existing site topography at an interval appropriate borrow/disposal areas to indicate drainage patterns Proposed final topography at an interval.appropriate to ~] 23 indicate drainage patterns DNR, Division of Soil Conservation Page 2 of 4 Revised 12/09/03, Form 1 Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment (Form 1) I[Project Name: Hazel Dell Christian Church 'Il IDate Reviewed: 03/16/04 Assessment of Stormwater Pollution Prevention Plan (Sections B & C) Ii!The construction component of the Stormwater Pollution Prevention Plan includes stormwater quality iii!iiiiiiiiiiiiiiiliiiii measures to address erosion, sedimentation, and other pollutants associated with land disturbance and .~ construction activities. Proper implementation of the plan and inspections of the construction site are ~ ~ ~ iii necessarytominimizethedischargeofpollutants. TheProjectSiteOwnershouldbeawarethat unforeseen construction activities and weather conditions may affect the performance of a practice or the ~ ~ ~,'~~ effectiveness of the plan. The plan must be a flexible document, with provisions to modify or substitute ~ ~ ~ B practices as necessary. [--][-7] iliii i 1 Description of potential pollutant sources associated with construction activities ............. ::::::::::::::::::::::::::::::::::::::::::: Sequence describing stormwater quality measure implementation relative to land disturbing activities ~] [-~ :.,:.?i~:.?i!~:.~::~::~:.~ 3 Stable construction entrance locations and specifications (at all points of ingress and egress) ~-]~ ~[-] 4 Sediment control measures for sheet flow areas ~-][-] ~] 5 Sediment control measures for concentrated flow areas ~-l[~ [---]6 Storm sewer inlet protection measure locations and specifications ~-][-~ ~] 7 Runoff control measures (e.g. diversions, rock check dams, slope drains, etc .) , [-'] [-] ~ 8 Storm water outlet protection specifications [--I [~ [~] 9 Grade stabilization structure locations and specifications [-][~] iii 10 Location, dimensions, specifications, and construction details of each stormwater quality measure '[--] [~ iliii11 Temporary surface stabilization methods appropriate for each season (include sequencing) [--][-~ ,:.,:.,:.,~,,,~i,i~,~i ....... 12 Permanent surface stabilization specifications (include sequencing) [--][~J iiiiiii 13 Material handling and spill prevention plan ~-I [-7] ~ii~:~.~:i~:~.'.!!i~:'.'.!!'.!I 14 Monitoring and maintenance guidelines for each proposed stormwater quality measure [-1 [~] [-7]15 Erosion & sediment control specifications for individual building lots !::}iiii~ii:~i~ ?~iiiili?~i? The post construction component of the Stormwater Pollution Prevention Plan includes the .~. ~.,..i!: i implementation of stormwater quality measures to address pollutants that will be associated with the ~.~ final landuse. Post construction stormwater quality measures should be functional upon completion of '~ ?~ii~?~ i~i~i~!ii~i~ the project. Long term functionality of the measures are critical to their performance and should be ~ ~ ...~i.. C monitored and maintained ~1 [~ iiiiI Descripti°n °f p°llutants and their s°urces ass°ciated with the pr°p°sed land use ["] [~] 2 Sequence describing stormwater quality measure implementation "i"i""i"i""~"'~i'~"~':~':~':~::~ii ii Description of proposed post construction stormwater quality measures ii ii3 (Include awritten description ofhow these measures willreduce discharge of expectedpollutants) ~ [7] ~::~::~::~::~::~::~::~,~i!!!i::~4 Location, dimensions, specifications, and construction details of each stormwater quality measure [--1[7] iiiii 5 Description of maintenance guidelines for post construction stormwater quality measures DNR, Division of Soil Conservation Page 3 of 4 Revised 12/09/03, Form 1 Construction/Stormwater Pollution Prevention Plan - Technical Review and Comment IProject Name: Haz¢l Dell Christian Church IDate Reviewed: 05/15/0g This plan appears that it will have more than one acre of disturbance. If you can show that the area within your construction limits is less than one acre, you can disregard this review letter. cc: Carmel, Surveyor, File DNR, Division of Soil Conservation Page 4 of 4 Revised 12/09/03 Transmittal To: Ms. Angelina Butler, Planning Administrator Departmem of Community Services, City of Cannel One Civic Square Carmel, IN 46032 UN Phone: From: (317) 571-2417 (317) 571-2426 abutler~ei.earmel.in.us Craig M. Flandermeyer, RLA cflandermeyer~schmidt-arch.e0m SCHMIDT ASSOCIATES Architecture Engineering Interior Design Landscape Architecture Wil-Fra-Mar Building 320 East Vermont Street Indianapolis IN 46204-1640 317.263.6226 317.263.6224 (fax) www. s chm idt-arc h. com Date: March 4, 2004 Activity Requested: Re: ADLS Amendment filing For your use Hazel Dell Christian Church- Education Wing 2002-036 2.1.1 Transmitted by: Copy: Technical Advisory Committee, rev. 9/17/03 (1 copy ca) Hand-delivered Mr. Russ Love, Jr. & Mr. Alan Peterson, Hazel Dell Christian Church Michael W. Engledow, Schmidt Associates, Inc., File Quantity Description 2 C-102 Site Layout and Planting Plan, C-501 Site Details, E-101 Electrical Site Lighting, G-002 Overall Floor Plan, A-201 Exterior Elevations ADLS amendment application, Legal description, Location Map, Drainage Report (to city engineer only), Light fixture cut sheet, Color building elevation- 11 x 17, Soils Map, FIRM map Action Remarks Please contact me if you need additional information. Thanks! 2002-036\Correapondencek20040304TR_CMF_Butler_.01 .DOC Please notify us if the enclosures are not as noted on this form. CONFIDENTIALITY NOTICE: The documents accompanying this transmittal contain confidential information which is legally privileged and belongs to the sender. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying or distribution of this information is strictly prohibited. If you received this transmittal in error, please notify us by telephone at the number above to arrange for return of the original documents. March 4, 2004 SCHMIDT ASSOCIATES Ms. Angelina Butler Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 ADLS Amendment Hazel Dell Christian Church- Education Wing 2002-036 2.1.1 Dear Ms. Butler: Attached you will find the ADLS Amendment application for the Education Wing Addition at Hazel Dell Christian Church, 14501 Hazel Dell Parkway. You will find this 13,500 s.f. one-story addition to the existing church is complementary in design, materials, and colors. The design is consistent with the overall Master Plan. Additionally, the parking lot will be expanded to the east increasing on-site capacity by 42 cars. A wooden pedestrian bridge will be constructed to connect the northern adjacent parcel to allow overflow parking to utilize the lots currently being constructed as part of the Riverview Medical Park. Of the information requested for review in #3: 1. Two copies of the application are enclosed. 2. Two copies of the legal description are enclosed. , . Two copies of the subject site, zoning, and existing land uses are enclosed. Two copies of the Site Development Plan are enclosed a. Drainage facilities for the fully developed Master Plan were constructed with the first phase. This addition does not change or exceed the Master Plan assumptions. 2 copies of the original drainage report prepared by Woolpert, April, 1999 for "Woodland Springs Christian Church" (original design name of project) are enclosed for your review. b. The lighting plan and cut sheet of Lumark Wal-pak fixture are included. c. Landscaping is indicated on the Site Plan. Landscaping around the current building and parking lot displaced by construction will be relocated to similar locations in the new construction. d. No new signs are being proposed for this addition. Wil-Fra.Mar Building 320 East Vermont Street Indianapolis, IN 46204.1640 317.263.6226 317.263.6224 (fax) 888.263.6224 (toll free) www. schmidt.arch, com Wayne S. Schmidt, FAIA Ronald W. Fisher, AIA Dean M. lllingworth, FAIA Steven K. Alspaugh, AIA Duane A. Dart, AIA Michael W. Engledow, AIA Daniel C. Kloc, AIA Debra S. Kunce, AIA Jeffrey R. Mader, RLA Kyle E. Miller, PE Robert E. Olson, PE Kevin D. Shelley, AIA Mary Ellen Wolf, AIA David T. Worthman James A. Darnell, RCDD/OSP Craig M. Flandermeyer, RLA James C. Hooker, RA Ronald E. Hull, PE, PS Ted W. Kussow, PE Gregory W. Litteral, RA Jon Kerry Osborne, AIA Jeffrey A. Reed, PE &even L. Schaecher, AIA &even R. Sturm, RA V. Keith Tharp, AIA James A. Walls, RA David L. Wheelock, PE Toby J. Winiger, AIA Architecture Engineering Interior Design Landscape Architecture SCHMIDT ASSOCIATES Letter to Ms. Angelina Butler Hazel Dell Christian Church- Education Wing March 4, 2004 Page 2 e. The proposed addition adds 42 car spaces. Total parking for the site will be 304 cars (this number includes 7 accessible spaces). Based on a seating capacity of 800 max. for the Sanctuary, 200 parking spaces are required. f. The Site Plan indicates side, rear, and front yard setbacks; perimeter drainage and utility easements; sewer and water line locations; building square footage; and dimensions of building. Mechanical equipment is located on the roof. No new trash receptacle is proposed with this addition. Pavement and curbing details are indicated on C-501. No road improvements are proposed; sidewalks to the building addition are shown on plan. No new loading or dock areas are proposed. Fire hydrant and Siamese locations remain unchanged fi'om the previous phase. g. Building elevations with dimensions and materials are included. A color elevation of the addition and photo of the existing building are also included for your information. No signage is being proposed with this addition. ho A graphic indicating soils and floodplain information is included. Copies of this information are being delivered to the 25 members on the TAC list dated September 17, 2003 in anticipation of TAC review on March 17, 2004. Please contact me if you need additional information. Sincerely, Architecture Landscape Architecture Michael W. AIA mengledow~schmidt-arch,eom MWE:mkb Copy: Russ Love, Jr., Hazel Dell Christian Church Alan Peterson, Hazel Dell Christian Church File 2002-036\Correspondence\20040304LT_CMF_Butler_01 .DOC Architecture Engineering Interior Design Landscape Architecture Butler, An~lelina V From: Sent: To: Subject: Babbitt, Pamela A Friday, March 05, 2004 11:04 AM Brewer, Scott I; Butler, Angelina V; Dobosiewicz, Jon C; Hollibaugh, Mike P; Keeling, Adrienn, M' Pattyn Dawn E ~ .' / "~ :"**~ ........... ~ A New Submittal for the greatest Church in Carmel... ADLS Amend / Education Wing contact: Mike Engledow 263-6226 263-6224 fax -?