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Home My WebLink About1000-126.-6-18 ' f I I OFFICE LOCATION: OF SO(/TyO MAILING ADDRESS: S Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 COUNTY,��y LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2020 Re: LWRP Coastal Consistency Review of MATTITUCK PARK DISTRICT SCTM# 1000-126-6-18 A similar action was reviewed in 2018 and recommended as Consistent. L.K. McLean Associates, P.C. on behalf of MATTITUCK PARK DISTRICT requests a Wetland Permit to demolish one building (148sq.ft. yellow shed), and to construct a new 250sq.ft. comfort station for those residents and tourists utilizing the park/beach which will include a conventional foundation, ADA accessible walkways, a new sanitary manhole with pump, electric/water service from pavilion, and restoration proposed to disturbed areas using native beach grass. Located: Veterans Memorial Park, 11280 Great Peconic Bay Boulevard, Mattituck. SCTM# 1000-126-6-18 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. The comfort station is located within a FEMA flood zone AE, a Special Flood Hazard Area. It is recommended the building is designed to be flood tolerant to further Policy 4. It is recognized that the building is located in its current location to provide adequate public access that addresses all needs and requirements. I Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney I V'EE Town of Southold -- - SEP 0 8 2020 1 LWRP CONSISTENCY-ASSESSMENT FORM SOLW,0101 Town A. INSTRUCTIONS Planning ?ca 1. ` All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits -- and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sinificant beneficial and adverse effects upon the coastal area(which includes all of Southold Towri). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must'be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is,available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-126 _ 6 _ 18 PROJECT NAME Veterans Memorial Park The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land'transaction) ❑ (b) Financial assistance (e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: ❑ Nature and extent of action: The Mattituck Park District proposes to demolish a building (a 14Q sf ahad) and to construct a new 167 sf comfort station for those residents ai nd tourists utilizing the beach at Veterans Memorial Park, located at 11280 Peconic Bay Boulevard in Mattituck, NY. Project includes connecting proposed comfo ion o upgracied sanitary system, wnicn is located morelaistant from the water than prior system, and a beautification component consisting of the planting native beach grass species in vicinity of proposed comfort station. Location of action: 11280 Peconic Bay Blvd, Mattituck, NY 11952 Site acreage: 6.573 Present land use: Public Recreation / Open Space Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Mattitcuk Park District (b) Mailing address: P.o Box 1413 Mattituck, NY 11952 (c) Telephone number: Area Code( ) (6 31)2 9 8-910 3 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes No❑ If yes, which state or federal agency?New York State Dept. of Environmental Conservation no e a Letter or Non-Durisaiction was requested as all activity is located landward of existing bulkhead.) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Fester a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III.—Policies; Page 2 for evaluation criteria. Yes ❑ No [—] Not Applicable See attached additional sheets Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria © Yes ❑ ,No ❑ Not Applicable See attached additional sheets Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached additional sheets Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria © Yes ❑ No El Not Applicable See attached additionai sheets Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria © Yes ❑ No ❑Not Applicable See attached additional sheets Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable See attached additional sheets Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. © Yes ❑ No❑ Not Applicable see attache6 ailditional srieefs Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable See attached additional 'sheets PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. © Ye�] No❑ Not Applicable See attached additional sheets Attach additional sheets if necessary i WORKING COAST POLICIES i Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Q Yes ❑ No [:1Not Applicable See attached additional s Bets Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. © Yes ❑ No ❑ Not Applicable See attached additional sheets Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. © Yes ❑ No ❑ Not Applicable PREPARED BY Christopher F. Dwyer TITLE Associate .DATE PROJECT DESCRIPTION AND PURPOSE Veterans Memorial Park—Bathroom Facility LKMA Project#: 17107.000 SCTM#: 1000-126-6-17& 18 The Mattituck Park District proposes to demolish a building(a 148 sf. shed) and construct a new 250 s.f. comfort station for those residents and tourists utilizing the beach at Veterans Memorial Park, located at 11280 Peconic Bay Boulevard in Mattituck, NY. (Please refer to included site plans for full details and dimensions.) Veterans Memorial Park is Mattituck Park District's main recreational facility, featuring open recreation areas, a playground, a beach, pavilion and on-site parking lot. In addition to the main pavilion there is an aging comfort station that has been out of service due to antiquated conditions. This structure will remain and has been repurposed as a storage facility and no longer has water or a connection to the sanitary system. As evidenced in the included photos (see included photo sheet), the current site conditions in the vicinity of the proposed demolition include sand sparsely populated with grass. The proposed comfort station (see included elevation drawings) will serve users of the Peconic Bay beach at the park. The proposed building will be located landward from the bulkhead (and tidal wetlands) and will be connected to the new sanitary system. The prior comfort station was closed a few years ago due to poor conditions, lack of accessibility, and its connection to an aged on-site sanitary system. Since that time, a new sanitary system has been installed on-site, which is in full compliance with all current Suffolk County Department of Health water quality regulations. Temporarily, the main pavilion was serving the beach-goers, but this has proved to be a maintenance issue, safety hazard and impact on operations at the pavilion due to excessive sand and water accumulation on surfaces. The proposed comfort station will be a pre-fabricated concrete building installed on a full foundation wall with footing. This structure was selected to minimize disturbance to the natural conditions at the park, as well as to shorten the anticipated construction timeframe. A shorter construction timeframe also lends itself to minimizing environmental impacts of the project. The proposed comfort station will feature modern plumbing and lighting fixtures, thereby reducing energy use and water consumption at the facility. It will be fully ADA-compliant and accessible, thereby increasing public access to the waterfront, in accordance with the goals the Town of Southold's LWRP and New York State's Coastal Management Policies. It will furthermore be easier for families with young children to access this new structure,than to navigate the pavilion. Construction will be undertaken in the most sensitive manner possible. The adjacent land surrounding the proposed comfort station will be kept graded in accordance with surrounding grades, and planted with native beach grasses. No trees, shrubbery, or natural plant life will be disturbed. No fill will be brought into the site and this project does not include any dredging; the only material removed from site will be the excavated material that will allow for the installation of the underground elements of the foundation and the sanitary connection. It is estimated that removed material will total less than 25 cubic yards. Soil and erosion control measures will be installed in accordance with NYSDEC guidelines, and construction activity will be supervised by an engineer to ensure full compliance with all applicable environmental regulations. Areas disturbed during construction will be protected from erosion. In summary, improvements to water quality, lessening of energy and water consumption, increase of public access to the waterfront, use of soil and erosion control measures and addition of native plantings are all in harmony with the Town's LWRP and NYS Coastal Management Policies, and serve to minimize environmental impacts both during and after construction. d , ADDITIONAL SHEETS TO SUPPORT LWRP CONSISTENCY ASSESSMENT Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. The Mattituck Park District proposes to demolish one building and construct a new comfort station for those residents and tourists utilizing the beach at Veterans Memorial Park, located at 11280 Peconic Bay Boulevard in Mattituck, NY. Veterans Memorial Park is Mattituck Park District's main recreational facility, featuring open recreation areas, a playground, a beach, pavilion and on-site parking lot. The proposed comfort station will feature modern plumbing and lighting fixtures, thereby reducing energy use and water consumption at the facility. It will be fully ADA-compliant and accessible, thereby increasing public access to the waterfront, in accordance with the goals the Town of Southold's LWRP and New York State's Coastal Management Policies. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria. Construction shall avoid disturbance or adverse effects on any object of archaeological or paleontological interest situated on or under lands that may be discovered during the construction and demolition phases. Proposed comfort station shall be similar architecture of existing surrounding buildings. Policy 3.Enhance visual quality and protect scenic-resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria. The building to be demolished had been used as a shed. The proposed comfort station will be designed in accordance with traditional coastal architecture. The structure and foundation type was selected to minimize disturbance to the natural conditions at the park. The land surrounding the proposed comfort station will be kept graded in accordance with surrounding grades (within ADA compliance), and planted with 1,625 sf of native beach grasses. No existing trees, shrubbery, or natural plant life will be disturbed. Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria. The proposed comfort station will be a pre-fabricated concrete building installed on a slab on grade, and will be designed in accordance with current local', state and federal building codes. It is a non-habitable structure that will withstand most forces associated with flood waters, and the first floor elevation is proposed to be above the base flood elevation of 6.0 feet. By keeping the structure within .5' of the grade, the area to be disturbed as a result of ADA compliance is minimized, and overall disturbance to soil structure is minimized, thereby reducing potential impacts from flooding events. The proposed structure will be more flood-resistant than the structure being removed, and no storage will occur in the building. Prepared by L K McLean Associates,P.C. Page 1 of 3 Policy 5. Protect and improve water quality and supply'in the Town of Southold. See LWRP Section III-Policies Pages 16 through 21 for evaluation criteria. The proposed building will be connected to the existing sanitary system from a new sanitary pump manhole. The prior comfort station had been connected to an aged on-site sanitary system, whereas the proposed comfort station will be connected to the newer SCDHS- approved sanitary system,which is in full compliance with all current Suffolk County Department of Health water quality regulations, thereby minimizing adverse effects to water quality. The proposed comfort station will feature modern plumbing and lighting fixtures,thereby reducing energy use and water consumption in comparison with the prior structure. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III-Policies; Pages 22 through 32 for evaluation criteria. The proposed building will be located landward from the bulkhead (and tidal wetlands), thus no coastal fish and wildlife habitat, or wetlands shall be disturbed during the demolition or the construction phase. The habitats adjacent to the project will be protected by improvements in stormwater and sanitary wastewater management described throughout this application Policy 7.Protect and improve air quality in the Town of Southold.See LWRP Section III-Policies Pages 32 through for evaluation criteria. Construction will adhere to all regulations in air quality control, to prevent disruption to surrounding neighbors and areas. The proposed comfort station will not add to the air quality in a negative manner. There will be no change in air quality after construction. Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III- Policies; Pages 34 through 38 for evaluation criteria. There will be no solid waste or hazardous waste generated by the proposed facility. Sanitary wastewater will be handled by a more modern system in accordance with current water quality standards. Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands,and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. The proposed comfort station will feature modern plumbing and lighting fixtures, thereby reducing energy use and water consumption at the facility. It will be fully ADA-compliant and accessible,thereby increasing public access to the waterfront, in accordance with the goals the Town of Southold's LWRP and New York State's Coastal Management Policies. It will furthermore be easier for the elderly, families with young children, and those with disabilities to access this new structure, than to navigate the pavilion. Prepared byL K McLean Associates,P.C. Page 2 of 3 ,a Policy 10.Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. See LVWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. i This project protects and enhances an existing suitable water-dependent use, public recreation, as described throughout the application. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LVWRP Section III- Policies; Pages 57 through 62 for evaluation criteria. The marine habitats in vicinity to the project are located on the seaward side of an existing bulkhead/seawall and thus will not be disturbed. Furthermore, the habitats may be enhanced by improvements in stormwater and sanitary wastewater management described throughout this application. No trees, shrubbery, or natural plant life will be disturbed, nor is any sediment anticipated to migrate as a result of construction activity. Policy 12.Protect agricultural lands in the Town of Southold. See LWRP Section III- Policies; Pages 62 through 65 for evaluation criteria. Not applicable. Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III- Policies; Pages 65 through 68 for evaluation criteria. The proposed comfort station will be constructed in accordance with the current building code standards for energy efficiency contained with local and state building codes, and will feature lighting fixtures which are more energy efficient than the prior structure. Prepared by L.K.McLean Assonates,P.0 Page 3 of 3 C ONIC BAYIBLVD ;�' .1 z„ r.� •� '_ # '` 3075 BAY A Jill + t 4 Y Photo 1 oto 4 11280 PECONIC BAY.BLVD 1 00 10 lot -� Photo 2Ph Photo 5 11020 PECONIC BAY BLVD ; 3 ONIC BAY BLVD BLVD M d � Photo 3 Phot 'Milo 6 DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD o SUFFOLK COUNTY NY 2 o% o 0 VETERANS MEMORIAL PARK 0 C a o s � o �o PHOTO SHEET Tm EANAggCCIATEgI P.C. N O �OdM11N p„�OIOMY[N,LLN'1q(11)1 v D"b"'d AMB/CFD soar; AS NOTED ..c No. Draw" AMB Doc.; DECEMBER 2017 W. RGD FII.No. 17107.000 PLUMBER CERTIFICATION KODAK ON LEAD CONTENT BEFORE P�v��GWN5 �� NOTED CERTIFICATE OF OCCUPANCY p�laRg sG\4ER G _ � B P •a ,� ore �Yao3 ;fl`DER USED IN WATER P&�a G SEFo s DATE:IX a - N❑TES SUPPLY SYSTEM CANNOT ��s'�N FEE: BY: ---� PANEL MARK N0. KEY PLAN EXCEED 2/10 OF 1% LEAD. 765-1802881LDAMI U1TO 4 PMRTFOR THEMENT T 1 BUILDING IS DESIGNED TO COMPLY WITH THE NEW YORK STATE UNIFORM FIRE FOLLOWING IN ,PEC I IONS: PREVENTION & BUILDING CODE. BACK INDEX OF DRAWINGS 1. FOUNDATION - TWO REQUIRED 2, DESIGN COMPLIES WITH THE PROVISIONS OF THE NEW YORK UNIFORM FIREFOR POUPiE CGi�CRE I E PREVENTION & BUILDING CODE FOR THE FOLLOWING LOADS 2. ROUGH - F AMING & PLUMBING GROUND SNOW LOAD = 250 PSF -------------------- NO TITLE FLOOR LOAD = 400 PSF �--------------------------------_ � IBC DESIGN SPECTRAL RESPONSE Ss = 0 560, SI = 0 141 I KD-01 COVER SHEET 3. INSULA ION R SITE CLASS: D I W1 I KD-02 RIGGING DETAIL 4. FINAL - COQ STRUCTION MUST SEISMIC USE GROUP. II 1 I SEISMIC DESIGN CATEGORY- D I I KD-03 FLOOR PLAN BE COMPLE FE FOR C.O. BEARING WALL SYSTEM. R = 4.0 I PI PI I KD-04 BUILDING ELEVATIONS A5 - INTERMEDIATE PRECAST SHEARWALLS I M `� I KD-05 INTERIOR ELEVATIONS ALL CONSTRUCTION SHALL MEET THE WIND SPEED = 150 MPH (3-SECOND GUST) i 3 ❑ ❑ 3 j KD-06 DETAILS REQUIREMENT OF THE CODES OF NEW WIND EXPOSURE C, I = 1 0 f. W4 m I 3 - 3 I - YORK STATE. NOT RESPONSIBLE FOR 3 CONSTRUCTION TYPE: V-B -- ------------ --------- -----•---- ------------ -- I KD-07 WALL PANEL MARK Wl OCCUPANCY U I I KD-08 WALL PANEL MARK W2 DESIGN OR C NSTRUCTION ERRORS. EXTERIOR WALLS. 1-HR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 KD-09 WALL PANEL MARK W3 MINIMUM FIRE SEPARATION DISTANCE 10 FEET I I KD-10 WALL PANEL MARK W4 I n I KD-11 WALL PANEL MARK W5 4 CONCRETE STRENGTH f'ci = 2500 PSI INITIAL fc = 5000 PSI 3 F1 N j KD-12 WALL PANEL MARK W6 FINAL AIR ENTRAINMENT 6%f 1 1/2%IN PLASTIC CONCRETE I I KD-13 WALL PANEL MARK W7 REINFORCING STEEL GRADE 60 Fy = 60 KSI I I MINIMUM LAP 18• AT SPLICES TIE BARS WITH DOUBLE ANNEALED I W8 I KD-14 WALL PANEL MARK W8 16 GA IRON WIRE REINFORCING TO BE PLACED IN CENTER OF PANEL LINO. 1 WELDED WIRE FABRIC (W.W.F.) 4x4xW8xW8, Fy=65 KSI (OR EQUIVAL) L----------------------------------------------------J KD-15 FLOOR SLAB MARK F1 _�jW �O` EO COMPLY WITH ASTM A82, SMOOTH WIRE, MIN LAP 2 SQUARES - FRONT p, c \��xjAAM/�� U��FF KD-17 ROOF SLAB MARK R2 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (ie. PS-2, R301) REFER TO CXT C R co ; STANDARD EMBEDMENT CATALOG ��1�R rZ6 �. 5^4;,x;7. �C 6 BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TOCNPp�E KD-18 WALL PANEL MARK P1 (2 REQ'D) r :�'`•';':tK,D W BE TEXTURED ARE NOTED ON PANEL DWG's 7 REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, PUCR�E�QwN G�pEA KD-19 GRAVEL PAD DETAIL MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE Q` �h KD-20 FLOOR DRAIN BLOCKOUTS & BELOW FLOOR PIPING p �. OF BUILDING. KD-21 PARTIAL PLUMBING PLANS 8 ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR APPLICABLE C❑DES KD-22 PLUMBING DETAILS, DIAGRAMS & SCHEDULE DIAMETER a 16 2019 2016 NEW YORK STATE UNIFORM FIRE PREVENTION & BUILDING CODE (2015 IBC) KD-23 ELECTRICAL NOTES, DIAGRAMS & SCHEDULES 9 INSTALLATION TO MEET APPLICABLE FEDERAL, STATE, AND LOCAL CODES BY 2015 INTERNATIONAL FIRE CODE KD-24 ELECTRICAL PLANS OTHERS. 2015 INTERNATIONAL MECHANICAL CODE �-_— 2015 INTERNATIONAL PLUMBING CODE KD-25 MATERIAL LIST 2014 NATIONAL ELECTRICAL CODE �A ICC-ANSI A117.1-09 ACCESSIBLE AND USABLE BUILDING AND FACILITIES C" 2016 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION (2015 IECC) 2016 SUPPLEMENT TO NEW YORK STATE ENERGY C014SERVATION CODE p� Precast Products 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT COIV(PLY WITH ALL CODES O NEW YORK STATE &TOWN CODES 3808 N.Sullivan Bldg 17 Spokane,WA 99216 901 N Highray 77 Hillsboro,Tx 76645 AS REQUIRED 362 Waverly Rood wliomslo.n,WV 26187 Nroa<n nnc SPECIAL C❑NDITI❑NS AND/OR LIMITATI❑NS Z-61Z BUILDING NUMBER KD-106 ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING IS TO BE PROVIDED w DA NOTKE BY OTHERS AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCALthe nlarmalm cmlaaed perm a PfWKI I, and r• the eld— Properly al CXT Incarporelea The BUILDING CODES. ��{�/y� '�eneede��.`MMnfonnelm may aly be used by me or,gnei mpunl la the Purpose nleaded Ryroducom u dnlrLulm of IINs aim aim a elnclly preaLrled N,Iheul the Pr w,llen=1 of CXT 0oorporala By.11-9 �� use of Ina nlormolwn, CXT Incarparolcd 'wl n wrm1Y �-a mpwd,nca po, a N pulpa dl maNmloaLly or of ryness la o parlNWar purpose. CXT Naaper " T, CASTING TOLCRAWE9, NEW YORK STATE TAG, APPROVAL & PE DRAWINGS REQUIRED OVERALL LCNGTN Go v1aTN - IT 02 uNbCR I lir 10 TO to rT •.1/r,-]Ill• L� fl II-�]H\Y CY O I^-•* '`� 1 '-� I I m To 4e rr n..- WALL TEXTURE BARNWODD OCCvv e , 9B H��// TOTAL LNICmESS•-1ve.•114 WALL COLOR. OATMEAL BUFF - vARIATION rRON SOLACE•11/6 PCR 6 FT ar VIAGpMLty �'-�" N V-y`- ' rev mNxsaeevP. nrAw oAT[ LOCAL SI1ESS•114'IN Ie FT ROOF TEXTURE. CEDAR SHAKE USE I U N LA FULL ',—,1 j SCALE I 1/4•tr-O' DATE x WO- 1-19 svEn.a..• FIL ROOF COLOR- COCOA MILK 11 €I I ; , RAWN cods Ga PL0 NO xD-106 POSITION or TENDONS•1114• I CHECKED DANA B PLOT 48 9 2020 '---�, M1710.or SLarXwIS•n..• TRIM PAINT- DTM ALKYD ENAMEL BROWN VVITHO"UT CERTIFICATE I MAR h '� COVER SHEET SIZE or aoceaoTSI POSITION A/�, 6 � ((E, POSITION V ENRCas•4114• O F y r C O p y DA"'Cy _��. - TIPPING ANO rLadgESS Or RATES•.vlc..114 �V/ LLV// �/ -�--- aOvING•L[NGiwa6p - - t L -;'-�- DWG NO SHEET REV. �} KD-01 CNR SOUAKNESS.AI/r _�,-•y ,• {�;jard 9 13-7 1/4' 6'-9' o x Y x HOISTING CABLE SLINGS W/ LOCKING SHACKLE @ TOP MINIMUM CABLE TENSILE CAPACITY = 11 TON PS-22 LIFTING I. ATTACH TO AS-3 EMBEDS W/(2) 1 1/2'0 HIGH TENSILE COIL BOLTS OF E�'V Y (SHEAR CAPACITY = 18,0000 PER BOLT) - 0AAl R� coLLJ > .► t1�N.Niia+,'r.,T �e 4J 0 �C7 a 16, 2019 CU C.G. F- - J In� I I ❑ Imill EXT c I II I I I II I I I I Precast Froducte I II I 3808 N Sullivan Bldg /7 Spokane,WA FEW ❑ 99216 I I I I 9UI N H•gh�oy 77 Hillsboro. i7(76645 362 Worerly Rood Wdhomslo.n,WV 26187 o a_ o Hata nni KODIAK 5'-3 1/2' 11'-10' -- — - - 11-10' BUILDING NUMBER KO-106 No1KL The nlormolKn cdnloned heron s preprkI-y and the ad— P(W&ty of CtT hcnpadleG The 10'-6' 23'-8' nlor 1-may only 1K uud by the agndt .V*-1 IW the purpose nl.ded ll produdwl m Wetraaliae 11'-11' 26'-8' of Na Q"co Lm 4 slXT k Prohibited t wl the pro.rill.irif—im dC hcorperoled. By m,. use of IM nlormalwn,"% hI d.9oa gmis ne firmly egress a.pied,npudnq a.ormly al LH SIDE ELEVATION FRONT ELEVATION —hmlowly W of fitness la o pmlKutor purpou tlR-Waled SCALE 1/4-=1'-0� DATE 05-31-19 SHIPPING WEIGHTS AND DIMENSIONS KD-106 MAR 9 2020 t ORAE. SGa FILE NO K0 -106 CHECKED DMu B PLOT !8 RIGGING DETAIL WEIGHT LENGTH WIDTH HEIGHT i I?r?(!)1T,;c•-'. DING NO [ IjHEEREV KD-02 2 70,400 26'-8" 11'-11" 10'-2" 23'-8' 4" 6'-1' 10'-4' 3" 3'-8" 3-0' 3'-8' 3" ROOFLINE ABOVE 6' DIA ELECTRICAL ` BLOCKOUT 16'x24' PLUMBING 16'x24' BLOCKOUT COAT HOOK MOUNTED 48' A.F.F. PLUMBING TYP 2 PLACES BLOCKOUT F----- ------------------- ---- ------------- I I I I I I 17 I SERVICE I I PANEL I o I a I 0 I I toI In I rT (U in I N io I v i I I L---------------' I I I I I I I I % I w1 io I I FE—MA WT I .. c I �Q1 NEW ---- I I H MW 01 Co I .}i� 4' o O O i o. o �� , EW, „r 4 7 N I JR�� I I PyfL C 0 P� n 1 11 r l c� I �p QF 1��P� I i c I \ I01 ti 1 -s' 1 -s' J e t 22019 N CU I ooz-elt rn0K ooz-elr rnoK CRTI c I N I � ----- ------ ------------- --- ------------ ------- ------------------- ----------------- - -----J Precast Products SANIFLOW HAND DRYER SM06ACS—UL 3808 N Sullivan Bldg V Spokane,WA 99216 (TYP 2 PLACES) 4' 1"-�" 3'34' DOOR WITH 4' 3' 901 N Highway 77 Hillsboro,Tx 76645 SURFACE MOUNT ADA HINGES 362 Waverly Rood Iydllomslown,WV 26167 scala aaI 6-1' 5'-0' 5'-0' 6-1' KODIAK BUILDING NUMBER KD-106 I1'-4' "07 The nlwmalan conlbned h.- d prepMwy and the ed— pfopbly of CIT locwpweled. The nfonnalan may onty 6e used by the wgnsl rebp,nt Iva the purpose mended Repoduclw+w 6atrLulan FLOOR PLAN or nlwmalan b flnGlly FWahbRed In By the par 1 th.rnnunl or CIT InCotpotat By bto.no use of the nlbmalan. CIT idudogaa purls of —Cho,aeprea a m— nc0dng o.branly of mtrchmlo6iily w of Llneu Iva o pbirculw purpex 1�pf 3 t sa.*oe errra,e. van e MAR R 9 2020 Y I SCALE 3/82'°•1'-0 DATE 05-31-19 Irin ORAIAN Cee S.ray FILE NO KD-106 1 CHECKED I DMA B I PLOT 1 32 1 FLOOR PLAN .'it_'�� DwG NO SHEET REV KD-03 3 25 EMBEDDED MATERIALS ' PHOTO CONTROL EXTERIOR ITEM QTY 3068 GALVANIZED DB LVR DOOR ASSEMBLY LED LIGHT FIXTURE (TYP 2 PLCS) SI-2 4 ANCHOR NAIL 1/43/4 24 SPRING HINGE 4 5x4 5 ANCHOR NAIL 1/4 x 3/4 3068 DOOR ASSEMBLY 3 (TYP 3 PLCS) PREDRILL 1/4' CEDAR SHAKE ROOF BARNWOOD TEXTURE SPRING HINGE 4 5x4 5 9 SIGN (SI-2) (TYPICAL ALL EXT WALLS) SYMBOL AS REQUIRED UI 11 IT 11 11 IT 1 11 111 11 111 I II I I II I I ?U I I I I • I I . I co I II � 4 I I II I ® I II I I II I I II I I II I I II I r 1'-6' q I 23'-8' CU FT CONC SO FT W W F ]0'-6' 26'-8' q IIAATE NFIGHT FRAMELESS MS-2 MECHANICAL WALL VENTS FRONT ELEVATION G- LEFT SIDE ELEVATI❑N TYP 2 PLCS %1AM ry 3068 GALVANIZED DOOR ASSEMBLY C3 u•_"Y' ?� 0 � Mix-�;eJ�s II � 3068 GALVANIZED DB EXHAUST FAN n LVR DOOR ASSEMBLY SPRING HINGE 4 5x4 5 y _ (TYP 3 PLCS) SPRING HINGE 4.5x4.5 VENT PIPE (TYP 3 PLCS) 0� F( 3'I� un 16 019 11111111 11 If 11 11 4 I I I I I I I I Precast Producte ?U I I I I 3608 N Sulhvan Bldg /7 Spokane,WA 99216 c I I I I 901 N Highway 77 Hilshoro,Tx 76645 362 Waverly Road ffil,amslo■n,YN 26187 - I I � I I iota Yu m I I I I KODIAK I I I I I I I I BUILDING NUMBER KD-106 I I I I NOWE ® I I I I I I I I The m1mmatm eanluwed nem u proprw ley and the ad.— prapaly al CRT Ncerparale6 The I I I I ofemalm may only be used Ey Ine egad r..p—t I I I I lar the pvpose nlmded amoanon ar daltfibuW af I I 1 I W..,It" __I nl CXT lyric«�olltd B dome p po Y 9 .I uu of IM nlxmalan,CXT Yrcorparolea gmla no .arranif•e>press a mp,ed,nnudnq o—'Wty a1 ,m madloWdy a of Idncss for o pwtcular Purpose. CYT NeopoalM 8 3/B' 3'-9' 3'-0' 3'-9 10'-4' 3'-0' 10'-4' v' 10'-6' 1'-6' 23'-8' I. 1r_6• T i t----•- u:�, .cv nor u..a„r a.a 26'-8' SCALE1/4'=1-0" DATE 05-31-19 1- Z ' DRAM °ad S w FILE NO KD-106 � � t ;;� CHECKED /iMA DB PLOT 413� RIGHT SIDE ELEVATI❑N BACK ELEVATI❑N p MAR 9 2020 Q BUILDING ELEVATIONS !i —DW' I �..,.-..�••� G NO SHEET REV a __._� ��-".cls! : ,•l; f KD-04 4 VANDAL RESISTANT WALL HUNG WET LOCATION 4FT LED LIGHT FIXTURE CONCEALED TYPE PUSH BUTTON OCCUPANCY SENSOR ACTIVATED FLUSH VALVE (VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD) N B A C EXHAUST FAN EXHAUST FAN OCCUPANCY OCCUPANCY SENSOR OPERATED WOMEN'SM N'S SENSOR OPERATED (L.H SIDE) (R H SIDE) 3'-6' 3'-6"-1 o 3" C 4- 3'-10' 2-3" 5'-0- 5"-0" INTERIOR ELEVATION QF AMAjo p� co Q i AN- VANDAL RESISTANT WALL HUNG C�G� S.S. 2-ROLL TP WET LOCATION 4FT LED LIGHT FIXTURECXT I.D. TAG SANIFLOW HAND DRYER 4 DISPENSER OCCUPANCY SENSOR ACTIVATED 18" X 36' SSMIRROR MIRROR BLIND RIVET 1/8x1/4 (QTY 2) MODEL# SM06ACS-UL (VPFB-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD) VERTICAL DUPLEX OUTLET HAND RAIL COAT HOOK ONE WAY CONCEALED TYPE PUSH BUTTON OVAL 8x1 1/4 ANCHOR u e 16, 2 19 FLUSH VALVE LEAD 6-8x1 PREDRILL li 1/4' (TYP OF 2) CXT I I j II 11 II r Precast Products 3808 N.Sullivan Bldg /7 Spokane,WA 99216 / - VF901 N.H*way 77 Hillsboro,TX 76645 / 362 Woverly Rood Williamstown,WV 26187 ZO ;�� nosn Iu ' I KODIAK 1 BUILDING NUMBER KD-106 i in SURFACE r Horia 0 —lull ll j \v ® v IOn~i awvw prapal�l pby I Iorp .e y Wit Q I _-- I V 1 nfvmolon mey my M uxd DT IDs""d reopienl I T�Ej! T7N In pf the IDM1 APON wilmdol.rK qwoducl—ad"Vi,ulonfu n I r' pra wines cm ml of CIT MCwpvoled 9y dbwng y pronDaed w,lhm De fU I I ux of IM nfo,,,41 ,CXT Ncaporaled gronle no I _ly,nprm a mpl�M,nc4fnq a worrmly of merNonlaDFly or of 61neu IN o palKulor purpox CIT Ncdpor.10 LAVATORY 2'-10' -4� " 1'- -4b6' 1-6' 3'-2" 2'-6� 3'-4' 2'-9" 3'-0' 19 SECTION VIEW A—A SECTION VIEW B—B SECTION VIEW C—C + ! GALE ;/: DA,E SOS-iOB I I E� DRAWN CoE 5.W FILE NO KD-106 i cNE«ED INTERIOR ELEVATIONS MEN'S RESTROOM WOMEN'S RESTROOM BAR 9 2020 � DWG NO SHEET REV KD-05 s zs 3' INT PARTITION 4' <DIM POINT> � ` l WALL PANEL WALL PANEL ROOF SLAB N AS-2 1/4 /—CONT. GROUT PS-19 = 1/2 x 1/2 CHAMFER 10' c (TYP 3 SIDES) __ AS-2 \ 1/4 PS-19 Ln FORM FACE �- PS-2 OR PS-10 1/4 SHAKE/RIBBED ROOF FINISH FLOOR SLAB FLOOR SLAB 1, NOT INCLUDED IN 4 1/2' DIM PS-19 TYP. FLOOR SLAB TYP. WALL TO FLOOR SLAB TYP. WALL TO FLOOR SLAB TYP. WALL TO ROOF SLAB �1 TYPICAL ROOF SLAB EDGE (DNT�.. PARTITIDNIBASE CONNECTION �,�WELDED CONNECTION �� J❑INT DETAIL WELDED CONNECTION — 5 PS-1 1/4 X 1-1/4 TAMPER RESISTANT CONCRETE SCREW AS-3 (RM32056 - TYP 4 PLCS) OR AS-1 S S CXT VENT SCREEN (TYP 2 PLCS) PS- 3' 1/4 _R3_22_ _R322 p-=R3x38 PLAN OI----- 10 II F NE FLOOR SLAB--/ II I I II �O �AM TYP. WALL TO WALL PANEL �� WELDED CONNECTION L❑OR LIFT PLATE DETAIL II I I II y 0 7 a, II 0L'-----JO II II R3x38 ;rx.,rr MATCH LINE J 16, 019 PS-2 0 IT] F&I UTILITY STANDARD FRAMELESS Cu • ROOM MS-2 WALL VENT DETAIL lil lil I �ESTRoaI asTROOr SI-2-M SI-2-W SI-2-UT 45' BEVEL Precast Products 3808 Spokane,WA ROOF SLA 1/4 TYP 3/4' 901+N.Highroyld77 � 216 Hillsboro,TX 76645 q- 362 Waverly Rood Wdliomslo.n,WV 76187 num Xu ROOF PEAK WELDMENT DETAIL9 SIGN Sl-2 DETAIL KODIAK o BUILDING NUMBER KD-106 PS-1 mom The nformalm Cmlaeed lures u ;WWRIay and Ise —k— praperly of CXT Inaapaaled Tse 6fanlalon may ory be used by the..g..l reagent fu the pap—.1.6a Repradud-a 611146.1- of Iht nfamal- o slrelly peahbled wlhoul the pa wet-—1 el CXT In—p—led. fly 0-9 ux of Ihu nlamol—.CXT Inmrp—led 91.1.m emrmty s.W—a enpr d,nd f g a—1.1y of maehmtOblly a al Gln—for a parhe.la papote LSB- 1/4 TYP ll 1r{9 tII MAy,1 g I 1 �/1 ^/ !`SC o arwrl .reson11 uR 2020 7 ORA wN CodyALE •S I0. NO KD-10619 F I CHECKED ONU B PLOT a6 ROOF PEAK TO INTERIOR WALL i a=..��._.�ra,�...�____�,__�_�_—._.._ ' DETAILS CONNECTI❑N ? BjL:; ry. + —n O _pYx:'NO SHEET A REV KD-06 V25 EMBEDDED MATERIALS ITEM OTY R3x92 12 R3x120 2 OPEN FACE DOWN TYP 2 PLCS R3000 1 R4x180 2 3'xB'x2' DP PARTIAL R320 4 BLOCKOUT, NEAR FACE R303 6 TYP 2 PLACES AS-2 6 ONE LAYER MESH 4x4xWBxWB OPEN FACE UP PS-2 2 TYP 4 PLCS PS-10 4 PS-19 12 -- ------------ – -------------- -------------------- ---- --------- ------------- -- — e-D FAN BO 2 st-------- --------R4 0 180 ___---____-_===__1 7'-4 1/2•<3•xB•x2• a0><1-sox> 40 8"x2 x 82 IAL O 1 —Z r———————— — R3x100 _ --1 r 7'-0'<PS-19> 3'x8"x2'PARTIAL B 0 2 6'-11 1/2'<BO 4-1/2' DIA> b•-10 1/4' 4x4 J-BOX 4 BLOCKOUT 4-1/2" DIA 2 BARNWOOD Cu Cu BARNWOOD ly w TEXTURE Dh x TEXTURE o Cn x R303 Oe w ~ _ fL Cu N TYP 4'—D'<PS-19> 0 0 01 a, 0 C3 0 fu o x x x Z N X O' 04 of O (x Q 1 D( v m CU FT GONG SO FT W W F. CD 54.2 (2.00) 166 In APPROXIMATE WEIGHT CD L--- 1 N8,130 p� Lp•� 1'-0'<PS-19> c R3x120 LCL_— R3x120 ` NE 4" I I n I n l n I Co 4L.• d` n n n n n o m o 1= o Cr o ¢ x N m r LU t-':�fi',1 7'Z O y 0. O y H y C3 y y y O i1 a y Y r N x (L a 1 d a a x a a a v d X C3y OJ 11'1 N \ p N Cu Cu -j N 10 N N V N f7-1 ci C;•Yro I 1 1 I I I 1X1 I I0. I 1 y v y y10 f7 v N vim-. 4 a N m CQ (U o o o o F� 804 6. 1 v CO (D 1 1 1 N % fNU N m m O, to - m N x - x N co v Cu u e l 20 9 I Q N c Precast Products 3808 N Sullivan Bldg 17 Spokane.WA 99216 901 N Highway 77 Hillsboro,TX 76645 362 Wooly Road Williamstown,WV 26187 water mX KODIAK BUILDING NUMBER KD-106 -------- --- - Nona The .formol- cmla-d haen n propnelory and the ,CI v proWty of CXT ncorparoled. The nformalm may orgy be used by the argnol recg 1 1/2' ml ,. fa thej purpose.landed RW.&,lm ar da11ibutm al U6 nlormalm . 5If.11y prohDded nlhoul the 1 '4 pr w,11m cadent of CXT Mcorpmated By 00~91LI we aft lks nlarmalm.CXT k—paroled pmts no 4X4 J-BOX MAR /y� ,-".anon egnna;a mpind,ndadng o.armly of OPEN FACE DOWN 2020 —d-lrbilly Mneu I ed palKula Pwpase. CXT�� BLOCKOUT 4 1/2' DIA FORM FACE i - NOTES • 1 WALL THICKNESS-= 4'"---"-" c+ asoma. .r.ewr 2• 2. R3x92 TO BE PLACED IN PAIRS, SCALE DRAWN T/�Cody S wD FFIILEENO KD-10619 ONE EACH FACE W/ 3/4' COVER CHECKED DIVA B PLOT eC 3 1/2' 3 ALL OTHER BARS TO BE CENTERED IN PANEL. WALL PANEL MARK W1 FAN BLOCK OUT DETAIL DMC NO. SHEET REV 7 FANTECH RVF-4XL KD-07 EMBEDDED MATERIALS ITEM OTY AS-2 4 PS-2 8 PS-10 2 R4014 1 R405 2 R4x35 2 R4x96 2 SI-2 MOLD 1 4x4 J-BOX W/ 40 1/8' x 82 1/4' BO 1 ROUND MUD RING DOWN 4x4 J-BOX 2 3'x6'x2' DP BLOCKOUT 1 ROUND MUD RING 1 RECT MUD RING 1 v 0 9'-2 3/4" 3'x6'x2' DP PARTIAL BLOCKOUT, NEAR FACE V_ 7'-4 I/2'<3'x6'x2' DP BLOCKOUT> R4x114 II 7'-O'<PS-2> II N 6'-10 1/4" I I v y II II � ? o II II CONDUIT FOR v II II Z,W :� CU FT. CONIC SO FT W W F 'c ELECTRIC HINGE II II 5'-0'<SI-2> ro1- a�ij II II 206 (0.76 65 a o II II APPROXIMATE WEIGHT ti o ti II 11 3,090 Q! o ONE LAYER MESH 3'-7 1/4'<J-BOX> m f 4x4xWBxWB D en X Q �aM x RECT MUD v RING UP Iw '^ �� 0Li 4. 1 I'-o'<PS-2> R4x35 R4x35 fl4� 71U 1 D- R 14 ��ff p N N jc N N N U y p I O� y m a N CU C3 j N I I b, T � �, iu Y � a Precas.t Products. � 0 3808 N Sullivan Bldg.p Spokane,WA 99216 901 N High.oy 77 Hillsboro, TX 76645 w iv - 362 Waverly Road Wdliomslo.n,WN 26187 reo4a>ncX KODIAK o BUILDING NUMBER KD-106 was The ofomwlm cordoned hum a prw lory and v the ,d..e Prop.ly of f]IT IncuparoleLL The may trey be—d by the W.J.ol r.V-t j -- ,--� for the IwD�mlended. Re for a dbuiul,m of Inn.formol- a slncfly Wchb od•.thNI the W.wdlen eommt of CIT Inaorparoled By o"o-9 au dl the.formol- CXT Incuparaled 91on1e Ao eorronty.eewm m"-K.1".9 0.arty of I;- mer honlaMly W of BIAm far o PvIKula Propose 1 Cil encorporoled ` LIAR 9 2020 ' 4 4x4 J-BOXFORM FACE ; ROUND MUD RING DOWN LTJ i , ,'4 rKe i ocsaena ..now art SCALE r 11/4�1'-0' DATE 05-31-19 DRAWN _ Cod SCor FILE NO I KD-106 --- -��'--_-- -�— -- -- CHECKED IDMAB I PLOT 1 46 NOTES- WALL PANEL LIGHT BLOCK OUT DETAIL 1. WALL THICKNESS = 4' MARK W2 DWG NO SHEET REV 2. ONE LAYER 4x4xWBxWB MESH. KD-08 e 3. REBAR TO BE CENTERED IN PANEL 25 EMBEDDED MATERIALS ITEM OTY AS-2 4 PS-2 8 PS-10 2 R4x114 1 R405 2 R4x35 2 R4x96 2 SI-2 MOLD 1 4x4 J-BOX W/ 3"x6'x2• DP PARTIAL 40 1/8' x 82 1/4• BO 1 ROUND MUD RING DOWN BLOCKOUT, NEAR FACE 44 J-80X 2 4_W 3'x6•x2' DP BLOCKOUT 1 ROUND MUD RING 1 RECT MUD RING 1 l 0 9•-2 3/4' t N _ __—= 8'-4'<J-BOX> B. 7'-4 1/2'<3'x6'x2" DP BLOCKOUT> R4x114 7'-O'<PS-2> 6'-10 1/4' ii CD u u ~ l` RECT MUD ro~ V j RING UP II II 5'-O'<SI-2> CU. FT CONC SO FT W W F CU o N II II 206 (0 76 65 o l O`Z Q' It ,-= 4'-O'<PS-2) APPROXIMATE WEIGHT ¢ 0 3•-7 1/4'<J-BOX> 3,D90 H ONE LAYER MESH OF NE 4x4xW8xW8 D AM A�CyO,p D• 0 X x c c rY tIGOY Uj I'-O'<PS-2> yy 1 n R4x35 R4x35 71L 0" \ J4� I I I I I R0 N o N ti o N N June 2019 a, vID fU n m N I co O• n � n Y fU i� Precast Products 3808 N Sullivan Bldg 17 Spokane,WA 99216 m 901 N Highway 77 Hlilsbrxa,TX 76645 362 WovMy Rood Morristown,WN 26187 m ssoea sive KODIAK BUILDING NUMBER KO-106 waLq f The nbrmaoon e.1-ed ode- is oapreldy and c the calm m only y of C%T Inethe or gvid The nrormalm may only e used Ey the a4ntl recpml k+r-Ine Purpme m a Repoducbt d Ih-j lan of los nldmsim a slrxlly proAD�led nlowl loe pry wilts conscl of C%T Incdporaled. By oeaw" ux of In.nldmolwn,C[T Inmrparoltd gents rw .wndmly,t prm or coed,neo,d"d wrronty al mdNunfoaLly d of Filnm for a poleWa Wpm 'r I I CXT Mao'pdoltd €t� t MAR 9 2020 4x4 J-BOX _ ,ls 7, FORM FACE _ ROUND MUD RING DOWN SCALEId/ ice D DATE µ05-31- 19 DRAWN Cod S La FILE NO KD-106 CHECKED DANA B 1 PLOT 4B NOTES- WALL PANEL LIGHT BLOCKpUTDETAILOUT DETAIL 1. WALL THICKNESS = 4' MARK W3 DWG NO SHEET REV 2. ONE LAYER 4x4xW8xW8 MESH a 3 REBAR TO BE CENTERED IN PANEL KD-09 25 EMBEDDED MATERIALS ITEM OTY PS-1 3 AS-2 4 PS-15 4 PS-2 6 R3x106 4 R3x120 2 R303 3 W.0 WALL SLEEVE 2 4x4 E-BOX 4 ROUND MUD RING 2 4x4 E-BOX BACK TO BACK ROUND MUD RING UP BLOCKOUT 2' DIA 2 OPEN FACE DOWN Q 1\•1 -y� a' 1 ------ ------ ------ 9'-2 1/4' R3x120 = ONE LAYER MESH B = rn 4x4xW8xW8 fn Z Z 4 � J = W CLI FTCON( SQ FT W W F 0 o PS- , NEA FACE TYP 3 PLCS) 23.7 (088 95 x APPROXIMATE WEIGHT C3 � R303 3,555 i s TYP 4'-0'<PS-2><PS-1> O ID AAru -N\,Q M of 2'-4'<BO 2' DIA> { r � c %X1 ? ;` 2R3x12 I1'-0-<PS-2><PS-1> O0 5'<W C WALL SLEEVE> 0' r I J 16 2019 v an x Q In W W In Q X N In C 1 y mmQ 1 W N W I OC3 y I In Q , N W d a. fU vJ J (h N N �1 o 0 J I J C3'n PI " y m I v I J N J C, v: " y 1 " Precdet Product.- n U U " m 3808 N Sullivan Bldg /7 Spokane,WA 99216 m 3 901 N Hyh.ay 77 HBlsboro,TX 76645 v 362 Waverly Road Wiliomslown,WV 26187 1 1 � � smin eu KODIAK BUILDING NUMBER KD-106 NOTICC - `-- �- The nformalm mnlanod heron m prWdlwy end ' the ncluvre p1q.1y of 1711 Ian-P.M.0 The -_ -fwmalm may only be used bythe orgnd recspml -- - - Iv the larpose olmded ReproOuel-or d'alrDulm I of Ihn nfo mal- of sU.111 prchiLiled. thWl the prar wdlan anent of CIT Incorporated By.1-9 I 1 use of IM nlarmalm, CIT IncoWaled grants o wrrmly,a prep Mmprad,Adudnq o.orranly of i mutlanlaDLly or of ryness In a parlKulor purpose. LIAR 9 2020 aT Inc ,.I.ol WALL SLEEVE NOTES, ' (FLANGE SIDE DOWN)� 1 WALL THICKNESS = 3' 2 ONE LAYER 4x4xW8xW8 MESH- =='- - ' .....Sa'"" • SCALE 11/4-11-0 DATE OS-31-19 p DRAWN Cady ad S Ga FILE NO KD-106 • 3. R3x106 TO BE PLACED IN PAIRS, CHECKED DA1MB PLOT 1 48 ONE EACH FACE W/ 3/4' COVER WALL PANEL FORM FACE 4 ALL OTHER BARS TO BE CENTERED IN PANEL. MARK W4 WALL SLEEVE BL❑CK❑UT DETAIL DWG NO, ISHEET REV KD-10 70 2s EMBEDDED MATERIALS ITEM OTY PS-2 6 PS-10 2 AS-2 2 R4x58 1 R3x92 2 R3x106 2 R3x57 1 x N Z Q \S Mf]: 0 N I. • r 0 O 4' Hy 4-0' 9'-2 3/4' C 9-2 1/4' J C 1-0• R4X 7'-O'<PS-2> I=il CU FTCON" SO FT W W F ID N14.6 0.54 44 ED f7+ x x 3y APPRO)OMATE WEIGHT 0 OF NE 2,190 AM I, 4'-0'<PS-2> f 4 co Z C3 ti ONE LAYER MESH 4x4xWBxWB0' 20 ��`�io 8 406;ll R g un , 19 R3x57 0. N COXT oN I N � 0 Precast Products -' m 3808 N.Sullian Bldg /7 Spokane,WA 99216 1 c 901 N Highway 77 Hdlshao, Tx 76645 362 Woyerly Rood Willlomslorn,WN 26187 —Ec1 ME KODIAK BUILDING NUMBER KD-106 ram The nformolm conloaed hum a praWrelay ane ---''— In. cf.— Wopaly oI OCT morporal.'i TM lamolm—y only ac urea oy IM agnd recpnl --- la IM pWpox.tended. Repaauchon a�IrLulon ' of Iha nl«molwn a 349111 WahBdedIhoul IM - - - - - -prwr Wdlen C-1 of CZT Incorpaaled By osoeaq 1 use of Iha nlamolxln,CKT Incapaaled gronls no I —1.1, espies a snplad,nduSnq a earonly oI I r maManloWy a of fitness la a pdrl�odor purpose- - BAR 9 2020 CRT Inc—loo NOTES- 1 WALL THICKNESS = '4' 2 ONE LAYER 4x4xWBxW8 MESH SCALE - 1/4'-1'-0' DATE 1 05-31-19 `- --y----- _- -- DRAWN I CWY S Cory I FILE NO I KD-106 3 R3x106 8. R3x92 TO BE PLACED IN PAIRS, CHECKED I DANA 1 PLOT 1 48 ONE EACH FACE W/ 3/4' COVER WALL PANEL 4. ALL OTHER BARS TO BE CENTERED IN PANEL MARK W5 DWG N0, SHEET REV KD-11 zs EMBEDDED MATERIALS ITEM OTY PS-2 3 R4x62 1 R4x15 1 PS-1 5 PS-15 3 AS-2 3 R3x92 2 4x4 E-BOX BACK TO BACK ROUND MUD RING UP R3x104 2 OPEN FACE DOWN R303 5 R3x68 1 _ TrD 4'-o' BLOCKOUT 1-1/2' DIA 1 cmn3 6. � a BLOCKOUT 3' DIA 1 to If 9-2 3/4' BLOCKOUT 2' DIA 1 Ar'A44 J-BOX 1 a 4x4 E-BOX 2 R4x62 a-o RECT MUD RING 1 7'-2 1/2'<E-HOX> ROUND MUD RING 1 7'-0'<PS-2><PS-I> URINAL WALL SLEEVE 1 = ONE LAYER MESH II P!-I, FORM FACE = i 4x4xW8xW8 (T P 3 PLCS) _ N CU ` I I a, x W II R303 m TYP o0 5'-2'CPS-I> _ = I PS-1, 0 C3 J-BOX W/ II NEAR FACE CU. FT CONIC SO FT WWF v x II 4'-0'<PS-2><PS-1> F RECT MUD RING UP II CTYP 2 PLCS) 13.0 0,48 52 � 3'-4'<B HOX> DIA> APPROXIMATE WEIGHT CU I OF E 1,950 Do a, Tn 0. r =-- -_= 2'-4'<HO 1 1/2' DIA> ,>\ ,,�q RSC Q� � I � I 2'-0 1/2'CBO 3' DIA> ---- co 1'-6"<PS-1> L= 40� .7 0'<PS-2><PS-I> R3x68 1 1/2"<URINAL WALL SLEEVE> I I I I � of� �, x Q X _N L.j> N 1 O O I I `0 m C 4 Fa faC h W to 1 0. W u 019 J, IF N 11] N Ul CU c I 1J Vl v f'7 .1 fU Q Q Al =O v R, n Q ¢N N q 2 O Precast Products (L 3808 N.Sullivan Bldg 17 Spokane,WA 99216 rt c 901 N.Highway 77 Hillsboro,Tx 76645 I 362 Waverly Rood Wghomslown,WV 26187 rno<cl nns KODIAK BUILDING NUMBER KD-106 NOME The nbrmollan canloned h-en a prWelwy and the e.-usre properly el C%T Mcwpwoted The nlwmolm may Wy he used by the w4.d-9-1 It,the pwpm nlanded. RWoWclen w dalrauhan el IM nlwmolen a alrally prohbkd nlhal IM 1' *, r^a �_ ,T _ :pry ndlen cmeenl of cl,Incwpwaied By*In j I use of,Lha nlwmalen C%T Mco pwoled ganls ne =`:array,eW-w mphe4 nd.619 o womanly of e-!hantobbly w of filmes Iva o perleular pwpo Ion Ins-pwotad 1 I MAR 9 2020 av wswerol .mar art SCALE 11/4_21-2- DATE 05-31-19 NOTES, DRAWN S Ge FILE NO KD-106 CHECKED I DANA a 1 PLOT 1 48 1 WALL THICKNESS = 3- "'- '- -------_----WALL. PANEL. 2 ONE LAYER 4x4xW8xW8 MESH MARK W6 3 R3404 4 R3x92 TO HE PLACED IN PAIRS, ONE EACH FACE W/ 3/4' COVER DWG No ISHEET REV 12 4 ALL OTHER BARS TO BE CENTERED IN PANEL KD-12 25 EMBEDDED MATERIALS 17EM 07Y PS-2 3 R4x62 1 R4x15 1 PS-1 5 PS-15 3 AS-2 3 4x4 E-BOX BACK TO BACK R3x92 2 ROUND MUD RING UP R3x104 2 OPEN FACE DOWN R303 5 R3x68 1 3' BLOCKOUT 1-1/2° DIA 1 I I 9'-2 3/4' U, 6- BLOCKOUT 3'DIA 1 a/7�/�c s'-11 1/2" IS BLOCKOUT 2' DIA 1 -oe s 44 J-BOX 1 e-o• RgX62 40 E-BOX 2 RECT MUD RING 1 7'-2 1/2'<E-BOX) — ROUND MUD RING 1 7'-0"CPS-2>CPS-1> ———— �I W.0 WALL SLEEVE 1 PS-1, FORM FAX II ONE LAYER MESH = (TYP 3 PL S) 4x4xW8xW8 Z H (U Q. Z X ro R303 I w t ix _ 5'-2'<PS-1> TYP o r � I = _ r F' PS-1, W1 0 0 4'-0"<PS-2>CPS-1> NEAR FACE II RECOTxMUD RING UP = cu FT CONC so FT WWF. (TYP 2 PLCS) II v 3-a•<�-BOx> cu 13.0 (0.48) 52 r---- _ -.1 rt APPROMMATE WEIGHT 1,950 1 1 1 1 m OF e• 2'-4"<30 2" DIA>CBO 1 1/2" D1A> � 1 o r M 2-0 1/2"<BO 3" DIA> p /�" ��,�,IA R��O 1 1 I'-6"<PS-1> ---� 1'-0"<PS-2)CPS-1> vco � 5'<W C WALL SLEEVE) R3x68 �� = , , ox �' E c N ; Q N X Q i X o N f7 rn C4 p�q A 0. nO0 �D W � I fL v J N v ti " �N u 65 019 nu V 1 Q N O_ f7 Va 3 N I In X fU U ru Q 3 1 q I!I v N CRTN m Precast Products v 3808 N Sullivan Bldg 7 Spokane,WA 99216 .. r1 9 / I 901 N.High■ay 77 Hillsboro, Tx 76645 v 362 Waverly Rood Williamstown,WV 26187 rtl;al nAc KODIAK BUILDING NUMBER KD-106 Nam The eifo I,cvi mimed ham a propral«Y and the ad— promy of CXT Ne«p«ated The - --------_--- I—[-—,mly be used 0Y the«,gnol reapeat i - f«the p,rposs nlmded Rgxoduchm«dslrDulu of Lha inf«molm a i slrrclly gmD,ted nlhwI the I , Prr«r,llm crosml of CXT hx«p«oted BY othna9 S'"- ---- ..,of Ina nl«mcle.CXT hxorp«oled 9rmts no ' woaml,np(w« y e,Inm tv c pw a woWad of ` m«mm1oDT�lY«of hiness I«o p«ICW«pwpose. Gtl M«P«aled MAR 0 2020 ' 1 ' Kr «Serb, rlleOeY aeR SCALE DA7E 1 05-31-19 NOTES. CHECKED DANA B PLOT 18 1. WALL THICKNESS = 3'. WALL PANEL 2 ONE LAYER 4x4xW8xW8 MESH MARK W7 3 R3x104 tL R3x92 TO BE PLACED IN PAIRS, ONE EACH FACE W/ 3/4" COVER DING No SHEET REI KD-13 13 4 ALL OTHER BARS TO BE CENTERED IN PANEL 25 EMBEDDED MATERIALS ITEM 07Y PS-19 9 AS-2 6 PS-10 4 PS-2 2 R3x92 20 R303 3 R3x180 4 MS-6 4 MS-2 80 2 R322 4 ONE LAYER MESH R3x38 4 4x4xWBXW8 -- -------------- --------- -- ------ -- 8-0" ---- --- ------ -------------- \ R3x180 R3x180 I•p 7'-0'<PS-19) --�c� 5'-11"<MS-6> J W Y o v BARNVOOD fF_ =n BARNWOOD J TEXTURE R303 TEXTURE c F II II TYP II II 4'-O'<PS-19> j O II II II II 3'-8'<SI-2> CLI FT, CONC SO FT W W F 3 C3 II II z II N II N N N N N II N IIN xn x II x x x x x x II X II% 55.2 (2.05) 170 m I�— — A fn M II M IIS APPROXIMATE WEIGHT -- 8,280 of Of R3x38 R3x38 O�Cuty Ik CU ru � II❑II M cT II 11 Iof II II M � II II 1'-2 I/2"<MS-2 BO) Cd _ R3x38 R3x38 , �,C] � t�-=—--�I R3x180 R348080: 3x180 Cl) N d H In N 6. v 4. ( d v �- v N fU N �O N �a f7 vrn y o Cl (' e t 019 S N m 1 a h' Q m N N zo N to o N1 Cytir v N N 14 Precast Products m o 3808N Sullivan Bldg 17$pokane,WA 99216 v901 N Highway 77 H615Dao, TX 76645 362 Womly Rood Wdllansto■n,NN 26187 ,BOCCI 9hl KODIAK BUILDING NUMBER KD-106 .OT" The nlormalWs dnloned hNM a WW41 y end the ..0.— properly of CIT IncarporslM The my my be uud by the-9nd recgp nt 1-- -- - Iv the ppm nl.dail Repred 11-or dat b l- I -of Ihf nlre Im a slnclly prohDiled mlhoel the pro;.Ileo e.—I W CIT b—pneled By dM" ux of IM nldmolWa.CIT Hcorporoted 9-1,no —ty,.WM a implied,irtdu'nq a wanly of —h. bildy ar of 61nea la a ponc�vlor pp— I. I CCT W wpereled MAR 9 2020 NOTES r 1. WALL THICKNESS =�4' SCALE 1/a—4--l'-- %o DATE 05-71x19 DRAWN__ Uft S toy I FILE NO I KD-106 2. ONE LAYER 4x4xW8xW8 MESH CHECKED I DMA 1 PLOT 1+6 3 R3x92 TO BE PLACED 1N PAIRS, WALL PANEL ONE EACH FACE W/ 3/4' COVER MARK W8 DWG NO SHEET l REV 4. ALL OTHER BARS TO BE CENTERED IN PANEL. KD-14 to 25 EMBEDDED MATERIALS ITEM OTY AS-3 8 PS-19 34 10•-6' z 103 1/2'<PS-19> R3x172 R303 14 91-11"<BO 6" DIA> R3x172 R3x42 28 91-9-<PS-19> R3x62 2 R3x122 2 TWO LAYERS MESH 4X4xWBXWB E 8'-6'<AS-3> (1) 1" CLEAR TOP R3x172 8 R3x42 (1) 1 1/2' CLEAR BTM R3x42 R41 18 6 BLOCKOUT 16'x24' 2 7'-6"<PS-19> ItLBO 6" DIA 1 7'-3 1/2'<PS-19> .VJ CU v o 6'-9"<BO 16' x 24"> x x H RM54960 F D. 2 x o p'o m m c'f co m_ m m r i n r � D! z X X X X X X L< N W W v v v v J !< N � Q' Q' � O_' K W 5'-6 1/2'<PS-19> x 3 C3 R3x 2 R x42 Q r r = x r C3 C3 4'-7'<PS-19> °q o f N SEE FLOOR N y x DRAIN DETAIL x ix (TYP 2 PLCS) R3x42 D o R3x42 yl 2'-10 1/2"<RM54960 F D> 0 R3x42 R3x42 R303 c CLI FT CONC SO FT W W F 91<PS-19> TYP 99.9 (3.70) 510 2 1/2'<PS-19> R3x172 R3x172 APPROMMATE WEIGHT 0' - N 14,985 - OF A qi j'0 m m Qmm co m mQ m m a Q m m � o Q m mm �' 1 1 t< I I y I 1 N I I A N W H N 1 I (n I 1 W I I f'7 }w N N H N Q X N to X f/1 <LI Q N H fA N N �1{,y,•-"^��, a s � aD „ o �aa aZO ZOa o o a � or o �V vim. ftl o O' (D o �j N v o N O v N 0j (D o v m N Zv.•• 1Y5� Li.l \ I In I 1 .\. I O 1 .\., eA I \ I Ifl µj�.,,t S v In I� Z) Ur go �D 60 Os S N N ... �0 O, 0� N 1 •' v N If) 1 1 v ID ^ H v OD N Fp p 804 OD Q\ I Q J e 2019 ORIENT T ADED HOLES AS SHOWN will 1� Precast Products Z L7 3808 N Stillman Bldg /7 Spokane.WA 99216 _ Z 901 N.Highway 77 Hillsboro,TX 76645 q q 362 WaWely Road Willipmslom,WV 26187 J J naaer nor[ - KODIAK 0 o BUILDING NUMBER KD-106 W Kora q q The ..du man mnly . liven a popelar ona C4 V) nfarnelm—m od Ibe used eT theva�a r The n r r 6bulml W the ero ma nlenaea ReporLelan a Qhwt the of,Ihn lm i—ae n sueun pehaasa ny di the - - - pare Ah.W—of C[H acorperelea By me.ny of,Ihn nlamolan,Cxi Incapveled gmla no r_- .orrmlf•e.prm or.06"L nWGnq o rorronlr of =..0.101dr v of Id.—Iv a porbnav purpose, � I !CXT 1w.111 i I N ` RM5496 FLOOR DRAIN (FLANGE DE UP) MAR 9 202` 1 r SCALE- 1/41-0 DATE 05-31-19 NOTES pRAWT! SC. FILE NO I ND-106 [NECKED I DANA PLOT 1 48 ' 1 FLOOR THICKNESS = 5" SLOPE 1/2" TO FLOOR DRAIN BLOCKOUTS AS INDICATED BY ARROWS. _ FLOOR SLAB FORM FACE BLOCKOUT 10-1/2' DIA x 1-3 'DP 2 EXCEPT R3x62, R3x122 & R4x11B, REINFORCING BARS TO MARK F1 BE PLACED IN PAIRS ONE EACH FACE OF PANEL WITH 1 1/2" MIN COVER DWG No ISHEET REV KD-15 V25FLOOR DRAIN BLOCKOUT DETAIL 3. R4x124 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/2' COVER EMBEDDED MATERIALS ITEM 07Y PS-19 18 PS-2 6 R303 18 BLOCKOUT 5' DIA 2 FL-648 4 R411 4 FL-847 4 R4x240 4 R4x66 4 R3x66 4 R320 4 R4x158 2 R3x174 4 r w TWO LAYERS MESH 'v 4x4xW8xW8 m (1) TOP LAYER 3/4' COVER (1) BTM LAYER 1 1/4' COVER 6'-0' —� 5'-91<PS-19) R3x174 3x1 4 5'-2'<FL847> R 4'-11 1/8'<PS-19> oo 01 4 4 mlTYP 4'-7'<BO 5' DIA> 2 N BARNWOOD ? it BARNWOOD TEXTURE X TEXTURE - s m w r 0 ;10J A A W ¢ CLI FT. CONIC SO FT W W F D% x y 66.6 (2.47) 320 O Of APPROXIMATE WEIGHT ^ O Q F-11 1/4'<PS-19> Dom. y W 9,990 U 4 R4xP40 z p v 1'-4 1/4'<FL847> W p ZO N W R4x158 lly R4x158 0' 4 1/2' n n n n n n n rl n n n n O a. N m a• N n a. Q a• N m T W a, ao N a• Q a• n N a, m N a, m 1 P I C I Q P 1 Q I Q I 1 N 10 1 N 00 I f7 I OL ,� I I _D N 1 A I 00 N 1 %a f, 1 N d J N d J N N d J N N J a. N N J 1 N J d N .D (L v d • v Q. 0. n v X d !` ^ d jn d L.v a v d N T a• _ W o v a• v^ a� v 1 �1 •� j�PI C O I ,I I-- 1 f i i 0 '� 1 .N I I 11 a d ZO ;D j� m co � ^ ^ m N 1 m a,.-. N N 0- N 0 zO pp •D 03 N N o^ Z D v 0! N ■�■��■■■ F*i of NES, Precast Products �W 3808 N.Sulllron Bldg /7 Spokane,WA 99216 MAA/ 0 901 K Highway 77 Hillsboro,TX 76645 61 362 Wawly Road Williamstown,yN 26187 co noctt nuc KODIAK p54:•�• 0 BUILDING NUMBER KD-106 NOTICE The nlormoicn cmloned hren aPros r clm and he nd°sne popaly of CXT Incmpm" IM �A O� ro Immalcn mny orer De Nsea by the«peal recpnl �[- la the pvpose nleaN. Reprogclan m Salra°lan of this nrmmdlan a suclly praBiledIho°I the ESSI par df mmelW. CXT Inem -111.e°—1 of CXT meorpm°led.By.0-9 se thu nlpmdled proms m r .1 y,eW—a enphed mcbSnq o.manly of m of W.—Im a P.1-W purpose Jun 164619 `�'�`"'" {{ 1 NOTES. 1 ROOF THICKNESS = 4 1/2' + TEXTURE 5 MAR 20 SCALE 1 1/4"=1;-0" DATE 05-31-19 P i DRAWN i W FILE NO KD-106 2 REINFORCING BARS R320, R3x174 & R3x66 TO !BE PUACED IN PAIRS. CHECKED wKA8' PLOT 1 +8 a_ ONE AT EACH FACE W/ 1 1/4' MIN COVER ROOF SLAB 3 R4x66 & R4x240 TO BE PLACED W/ 1 1/4' COVER-NEAR-FACE---- _ _ _ MARK R1 DWG NO^ SHEETREV 4 ALL OTHER BARS TO BE CENTERED IN PANEL KD-16 16 17,S EMBEDDED MATERIALS ITEM OTY PS-19 14 PS-2 6 R303 14 R3x174 4 FL-648 4 R411 4 FL-847 4 R4x240 4 R4x66 4 R3x66 4 R320 4 TWO LAYERS MESH R4X158 2 4x4xWBxW8 (1) TDP LAYER 3/4' COVER (1) BTM LAYER 1 1/4' COVER m 6'-1 1/8' 6'-0' R3x174 R3x174 5'-4 5/8'<PS-19> 5'-2"<FL847> R x N BARNWOOD BARNWOOD TEXTURE TEXTURE a` J X W • lJ .i,10 40 10.0 ID J0,D 10.0 O X x X X X Of a CU FT. GONG SO FT W W F WT fYMY cr 3e Of ZOI = N 66.6 (2.41) 320 O Is, APPROXIMATE WEIGHT O Q 1'-11 1/4'<PS-19> a G P.� y 9,990 a K 10 1/4'<PS-19> R4x158 R4x158 fm L 0' 4 1/2 T N a7 i+ N 9 O. N 2 W O• ID N O• n N U• oa N O• a0 1 Y I DO I V 10 1 P I 10 I I I N •D I N m I N 10 F- N •D N Hm 0 4 N •D N H •D a o a v4 a a v F- 0 v a vv a v d � v • � n X v N v n p. o •0 ! v 07 v^ N m O• I 1 � I n l I 1 •1 ♦- 1 1 1 1 I I 1 1 •I D ZD 14 v v p CU v N •D N 103 1 N fV o 2 D v 2' N ■■��■■■ Dq iii Preca,st Products, F N E 3808 N Sullivan Bldg /7 Spokane.WA 99216 O N �/ 901 N Highway 77 Hillsboro,TX 76645 1AIf A 362 Waverly Rood Wdliamslo.n,WY 26187 �V! nnacr nac o KODIAK rT �A BUILDING NUMBER KD-106 NOW LLJ The nramalm conlaned hash a prapraly and u� :< y yam m p opal, of b the or ralel The for the p may lwity be aced to Ice mond recgml • \ 01 the 011 o 4 ed & Ily pia bi a In.[lm of Ilia nlamalm a alrcNy pM�laa.ghoul the P.w It.c.—I of CKT Incarparated. By.0"me of Ihu nfamalm,CXT Inaapaal9—bed gn � 11%,- W,.Iy upree,a irpfad,inWdparlanq a.armll of h 0_\CC's_ _- _..,____ _ ..C.ooldy or of Wmais lv a ula papaw `Y - aT ncaoaatea I' Jun 16, 2019 MAR 9 2020 NOTES- - r ae veaeTor unwx art 1. ROOF THICKNESS = 4 1/2' + TEXTURE. SCALE1/4'-1-o DATE 05-31-19 DRAWN Cod S.toFILE NO I KD-106 2 REINFORCING BARS R320, R3x174 8 R3x66 TO BE PLACED IN PAIRS CHECKED I DMA 1 PLOT 1 48 ONE AT EACH FACE W/ 1 1/4' COVER NEAR FACE 8 FAR FACE ROOF SLAB 3 R4x66 6 R4x240 TO BE PLACED W/ 1 1/4' COVER NEAR'FACE — MARK R2 DWG NO SHEET REV 4 ALL OTHER BARS TO BE CENTERED IN PANEL. KD-17 t7 25 EMBEDDED MATERIALS ITEM OTY AS-2 3 B-18 1 2'-3' RECESS <B-18> INSERT 1/2' m I as I m - AS-2 CLI FT CON- 50 FT WWF 33 0.12) 13 APPROXIMATE WEIGHT 495 #1 1#1 0 -4 AS-2 ZO I 6- - - cu Precast Products 3808 N SuDlwn Bldg /7 Spokane,WA 99216 901 N Highway 77 Hillsboro,TX 76645 ONE LAYER MESH 362 Waverly Road W homslo.n,WV 26187 4x4xW8xWB "O"1AL QF NEKODIAK N\�LIAM p� �Q� BUILDING NUMBER KD-106 MARK P1 - C2 REQUIRED) y...�l�77 Kon¢ the !^ �> �J' the nlam my cmloned d by rs pragKlorl and vJ r� IM acMvw cwlo of CXTere Y1cnpnoled wd low th.lp mol Doll ed used Ol the orad recpaal In IM purpose nlMded Reyr prohlid or thwt the of Ihn nlwmolan B CXT In pahaded By ago"the a I1�•F.,';Ty^• �e qru f tha comml of C10 InmporolM By Ns no � ..� use of the nlor IN m CXT Ncorpag- o—t no �1 =�•r- = manly a l.ty o a mnm ndua or o.anmry of merchmlaoigr a of alness lar o PerlkWv purpose O ro t.\V CXT Inc.w.l. une' 6, 2019 SCALE 1/4-1'-0' DATE 05-31-19 NOTES. 1 DRAWN Cod S GuyFILE NO KD-106 MAR 9 2020 CHECKED I DAKA B 1 PLOT 1 48 1 WALL THICKNESS = 3' WALL PANEL 2. RECESS B-18 INSERTS 1/2% GROUT CLOSED AT FINAL ASSEMBLY MARK P1 (2 REOrD) DWG NO SHEET REV 3 CUP STONE ALL EDGES 25 • NOTE: THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON—FROST SUSCEPTIBLE (NFS) SUB—BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB—GRADE AS NTH MOST CONSTRUCTION. THIS DOES REQUIRE THE NATIVE SUB—GRADE TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB—BASE DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF NEW YORK LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB—BASE ON WHICH THE BUILDING RESTS SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB—BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING. THE 'FOUNDATION" FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACT SUB—BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB THE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE ILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12" THICK AND THE COMPACTED SUB—BASE MATERIAL SHALL EXTEND BELOW TH OCAL FROST DEPTH OF NE�V OW9, I 1 tth � W <g I I I I une 6, 2019 2'-0• I I TYPICAL I I FILL SO THAT FINISHED GRADE I SUB BASE THICKNESS VARI 6" 1 HEIGHT (PERIMETER SIDEWALK I MINIMUM EXTEND TO FROST D H I OR EARTH) IS EQUAL TO I I FLOOR SLAB HEIGHT I I 1 Precast Products •• .� d 3808 N Sullivan Bldg /7 Spokane,WA 99216 • a• a 901 N Highway 77 Hillsboro,TX 76645 1 I ai _ 362 Wmerly Rood Williamstown,tri 26187 i 1 11 11 ' 1 ' — I notn 1AL 'I a —urn a ul l ll KODIAK II—I IIS,JFIIIC�' BUILDING NUMBER KD-106 ll��r NATI SUBGRADE NOTCE (1500 P BEARING CAPACITY MIN) The mfamotm cnlomed hem a propcieW, nil the eedoswe properly of CXT Incorpwaled. TM nlarmolm may only be used by the apnd recpml IM the purpose minded Reproduclm or d*lrDulm W Ihd mlmmolm a elnclly pmhaded nllwul the -- pry wdlm I.M1 d CYT incorporoled. By all—it use of this mformotm,CXT Incorpmeled grmis no .orrMir ..rets or'pad,mdudmq a earrnly of merdM Wilily err of Glness lW o parWW purpose PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB—BA HALL BE PROVIDE SUB—BASE On s.eorpmated SHALL BE A MINIMUM OF 6• THICK AND CONSIST OF 44• MINUS CRUSHED CK (ROAD B SE MATERIAL) COMPACTED TO 95%OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 155 . FINISH SURFACE OF SUB—BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF —%", +0" 0 A UE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB—BASE REOUIREM DU ING BUILDING PLACEMENT (PREPARED SUB—BASE NOT BY 1, sn aaa.,n. .••.o.r aeT[ SCALE 7/e'�1-0' DATE 05-31-19 I i DRANK Cod 5 FILE NO 1(0-106 CHECKED OMA B PLOT e8 MAR 9 2020 GRAVEL PAD DETAIL i -'— - -DWG NO ISHEET REV KDL'19 V25__ ALL PIPING INDICATED ON 10'-0' MINIMUM THIS SHEET IS NOT BY CXT 6 SEE 16' x 24' SEE 16' x 24' BLOCKOUT DETAIL 'A' 4' BLOCKOUT DETAIL "B" Fiq BELOW FLOOR PIPING - KEY NOTES 7 1. 4' CLEAN OUT TO GRADE 9 2. FIELD INSTALL ED -ic !2 / SYSTEM IF R HAVING ON (10' DIA BLOCKOUT) ----- - 32—VIELADED 12' AB N y� /a' a'� �L•OOR—L-&VfL—PRDv'ID 1 5�[I6=x2a®BLDCK UT> a 4. 4• WASTE PIPE EXTENDED 1ABOVE FINISHED FLOOR LEVEL, PROVIDE TESTT PLUG (16'x24' BLOCKOUT) 1 o i 5. 1 1/2' TYPE K ANNEALED 'SOFT' COPPER WATER it SERVICE EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE CAP AT END. (16'x24' BLOCKOUT) b 2' 2' �� - 6 30' MIN BURY, PROVIDE TRACER TAPE ��yL 7 MIN BURY PER LOCAL REQUIREMENTS TO PROTECT FROM -�u 2 2 FREEZING AND DAMAGE 0 - 8 2' FLOOR DRAIN FIELD INSTALLED TRAP PRIMER n' SYSTEM IF REQUIRED BY AUTHORITY HAVING JURISDICTION. (16'x24' BLOCKOUT) 4'-4' 9. ELECTRICAL STUB UP, (6'0 BLOCKDUT) 7'-6' 14•-B• �pF NEh/Y IAMCo 16'-2• � y 19'-4' PIPING LEGEND LUIi r � sx��•:x� 4, 23'-8' --- 1-1/2' TYPE 'K' BELOW FLOOR ------ BELOW FLOOR ANNEALED WASTE PIPING VENT PIPING ' 'SOFT' COPPER SCH 40 PVC SCH 40 PVC �� 0 FLOOR DRAIN BLOCKOUTS & BELOW FLOOR PIPING WATER SERVICE TYPE DWV TYPE DWV e , 2019 FLOOR DRAIN DETAIL NOTES '• I A. CAST-IN IN HOUSING (10' INSIDE DIM - PROVI�B BY CXT) B. FIELD INSTAL GROUT, SLOPE TO DRAIN X'I' Precast Products g 5 PROVIDED-INSTALL ON NOT BY CXT) - / C 2' WASTE PIPE - TU 12' A� E GRADE (NOT BY CXT) / 3BOB N S+61ron Bldg /7 Spokone,WA 99216 D TAPPED P-TRAP ADAPTER < Y CXT) ` 901 N High.oy 77 Hillsboro.TX 76645 E. P-TRAP ASSEMBLY (NOT B CXT) 362 Waverly Rood YldPomslorn,NN 26167 ,.x�•aX ---- F. 1/2' OD. COPPER PRIMER LINE BY CXT) KODIAK 3 G 2' FLOOR DR N�ENT RISER - STUB UP ' ABOVE GRADE (NOT BUILDING NUMBER KD-106 BY CXT) 0 o H. TRA IMER MANIFOLD (PRE-PLUMBED AND INSTALL Y CXT) Nona — ru N N ru I 1'/2' SHUT OFF VALVE (PRE-PLUMBED AND INSTALLED B T) CHASE The .1-1oh ooalonad hrm a poprrlry and in 4 4 PLUMBING lne nW— pepry d CXT Incorpraled The 1-1——y ooy Ix used by the rpnd rKp I 1J �=r BLOCKOUT 1.me pOt—nI.& Repod don n dotrtolan p, p, 3 .e G +I— of tha nlumolm a SlWly pohnded.,Ihmt the 3 e � 10' DIA �-n - ----- - pd.glen ea�nl d o r neo pa m.a DY d o.nq use d lM nl... CXT 1—p—w 4rmis- �4[- N N 8, a a .. p , Kmdw l y v of f Inness la a dpalNr emly of 7" MPS •' • L . 1 pT Mcorpualed TO FLOOR DRAIN 2' TO FLOOR DRAIN GRADE 1-a z 457 �` 2020❑ MAI SCALE 1/I'�1–0 DAZE OS-31-19 NOKO-16' x 24' BLOCK❑UT DETAIL 'A' 16' x 24' BL❑CK❑UT DETAIL 'B' � Of / w STE L cREcxF R D pBLLOT .6 FLOOR DRAIN BLOCKOUTS FL❑❑R DRAIN DETAIL & BELOW FLOOR PIPING DWG NO ISHEET A REV KD-20 r/25 P- 3' 2•P-3 WASTE PIPING - KEY NOTES 3 I 3� 1`-�t2ri'1-IIT' OIN INJE - rEV- ® 3• 3' O CXT �(� 2. 4' WASTE THROUGH FLOOR, FIELD P-2 P-2 INSTALLED (NOT BY CXT> 1 1/2' 2 1 1/,2' n�1L' 3 PROVIDE TEST PLUG IN END OF WASTE 2F(3) PIPE CONTINUATION OF PIPING IS FIELD P-1 P-1 INSTALLED 6 NOT BY CXT. WASTE PIPE PLAN VENT PIPING - KEY NOTES P- P-3 n 3 4 12'-FLBOR_pRatF]ErD-}1aS FAC ED (- I I ®(NOCXT> F NE NO 2' Q2. 4' VENT THROUGH ROOF. �` lAAlJ9/lo ---- 7qv �f' P-2 _ P-2 3 2' VENT WITH TEST PLUG t Mgg 3 4 1 1/2' L 4 FIELD INSTALLED 2' VENT PIP]NG YL;fi` LU }�;x::.,,:t to / 0L FROM FLOOR DRAINS. (NOT BY CXT) 1Mi:;,:KY yy P-1 P-1 0 � VENT PIPE PLAN J nel , 2019 WATER PIPING - KEY NOTES 1/a•=1 -o• V 1. 2' FL OR-DR N- INSTALLED '��(� �(NBi�B CXT) i9t2 2 FIELD INSTALLED 1 1/2• WATER SUPPLY Precast Products WITH SHUT-OFF VALVE NEAR FLOOR. 3806 N Sullnon Bldg.17 Spokane.WA 99215 F=l3/4' (NOT BY CXT) 901 N Highway 77 Hilsboro•T%76645 362 Waverly Rood 1096omslom•WV 26197 p_ 1 1/2' 2 P-3 3 3/4' HOSE BIBB WITH VACUUM BREAKER KODIAK a AND WHEEL HANDLE BUILDING NUMBER KD-106 P-4 1 1/2' 4. WATER PIPING ALONG WALL, SEE DIAGRAM The nlormotfon eonlM eeren n r \/ , p oprretory ON KD-22 one the e.clusne properly of CXT Incorporated Tee mfa at;n may only be d re used by the ori9nWV for the purpose Blended Neproduetwn or distribution of len P-2 - --- --- -- P-2 alormoeon n slrual y pr XT IMed .ted the 't 1/2' — — — _ NIo.n9d1en se moll of leis%T llo mol and CXT _ ` - IneorporbUd grants no . oaly. espress or 1 1/4' f� T .nplKd maudn9 . ronly of merohontoeody 1" or of Illness for o poreeulor purpose CST Y mow'l" P-1 P-1 " PIPING LEGEND MAR 9 2020 - m asoeeno. u+sana o•rz SCALE 1/4--F-0-1 DATE 1 05-31-19 COLD WATER WASTE PIPE DRAWN I rAdy s Gwy I FILE NO I ICD-106 CHECKEDr DANA B PLOT 48 — PVC, ASTM D2665, SCHED. 40 ,PARTIAL PLUMBING WATER PIPE PLAN _ HOT WATER VENT PIPING FIELD PIPING (NOT BY CXT) one No SHEET REV. PLANS SCH 40 PVC TYPE DWV 21 KD-21 zs NOTE. INSULATE HW PIPING WITH V (R36) 1 1/2' TO FIXTURES WYE STRAINER 4' C.D RELIEF VALVE — PIPE TO PRE—MDLDED PIPE INSULATION WITH ASJ NEAR FLOOR DRAIN QUICK COUPLER TO FIXTURES 3/4 TO FIXTURES 3 ` EXPANSION TANK WATER PIPING FOR BLOWING OUT AMTROL ST-5 _NOTE COMPRESSED AIR ��r THIS WORK BALL VALVE IS NOT BY CXTMOUNT HIGH ON WALLTHROUGH q3/4' CW � � 1/2' BALL VALVE FLOOR I 1/2' BALL VALVE -�- ELECTRIC WATER HEATER �—� 1 1/2" ANNEALED TYPE K EN'S W/ SEISMIC RESTRAIN TO WALL THROUGH FLOOR SIDE FIXTURES & WALL BRACKET SOFT" COPPER SERVICE I DRAIN VALVE '�_—_ —--- NnTF DETAIL OF FIELD INSTALLED THIS PIPING IS FIELD WATER SERVICE DETAIL WASTE CONNECTION WATER HEATING PIPING DIAGRAM INSTALLED & NOT BY CXT NTS NTS NTS NOTE PIPING LEGEND 2" INSULATE HW PIPING WITH 1' (R36) __—_—_ COLD WATER WASTE PIPE. �f 4' VTR^ r CLOSED CELL PIPE INSULATION. PVC, ASTM D2665, SCHED. 40 �� i rr2' \i P-1 — HOT WATER 1 1/2----/', `� I.^ ICD: 6 `1 ----------- VENT PIPING i t .J r 4' VTR 121/217 P-4 SCH 40 PVC TYPE DWV FIELD PIPING (NOT BY CXT) P-2 P-1 ,I `d�� CO P-2 ' i^\�.�or�l/2' 1 1/2' 3'li 2' 2\''J i '�•. P-11 � �' 3/4' KEY NOTES , f 2' !9-1 P-3 1 . 1 3/4' HOSE BIBB WITH VACUUM BREAKER & WHEEL HANDLE 3, i 3"i 1/2' 5 I 2 TO THIS POINT BY CXT i I ';/CO 1 1 1/2' J 2 CO ,( ~i �,LIAM P-1 I 1 ! 3. NA L P-1 I CO i 3'r 2' i P-3 �� /Cy •� 1/2' CW VALVE SEE DIAGRAM 4. 1/2' AIR QUICK CONNECTION W/ BALL VALVE FOR BLOWING OUT WATER PIPING. I t y, �'<.�••\ J< .1 (NOT BY CXT) P-1 i P-2 ICO /`� !1 1/2' 5 1/2' BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED TRAP i 7l r';;>H;F. 0 1 1/2J PRIMER VALVE IF REQUIRED BY JURISDICTION HAVING AUTHORITY 2 i 1 1/2' 2' 9 P-2 6 WATER HAMMER ARRESTOR SIOUX CHIEF HYDRA-RESTOR #654-C DR EQUAL 7 ELECTRIC WATER HEATER ( WASTE CONN. NDT BY CXT) 2 804 (4C� WATER PIPING RISER DIAGRAM 8 INSULATE HOT WATER PIPING FROM HTR TO FIXTURE WASTE & VENT RISER DIAGRAM W/ I' (R-36) PRE-MOLDED FIBERGLASS PIPE NTS 9 ASSE 1070 WATER TEMPERATURE LIMITING DEVICE NTS J 16, 019 SYM DESCRIPTION MANUFACTURER MODEL # FLUSH VALVE/FAUCET TRAP ACTUATOR DRAIN HW CW WASTE VENT NOTES P-1 WATER CLOSET ACORN PENAL—WARE 1680 SERIES SLOAN 'ROYAL' SLOAN HY33A — — 1 1/4' 3' 2' 1,3 1680—W-1 #952-1.6 L-3 W=4' Precast Products PENAL—WARE 1652 SERIES OFFSET 38081 SullivanHghBldg p Spokane.T 76 992I6 P-2 LAVATORY ACORN _ 62 H Highway WHillsboro,ix 76618 2652-1—BP-04—M SYMMONS S-71 1 5x17GA.CP — 1/2' I/2' 1-1/2' 1-1/2' 2,a 36z Waverly Rood xahOmsta.n,NN 26187 wua sas P-3 URINAL ACORN PENAL—WARE 1709HEU SERIES SLOAN 'ROYAL' SLOAN HY33A3/4' 2' 2_ 3 KODIAK 1709HEU—W-1 #995-1—FW L-3 W=4' BUILDING NUMBER KD-106 The nformal,en conlopined heren is propnelory and the es<lusne properly of CXT P-4 WATER HEATER EEMAX EMT-4 1/2' 1/2' 6 1-orporaled The nformahon may only he used by the arpeld recpient for the purpose mended. Reproduction or dulribuhon of this nlormohon is elnclly prohetfled sihwl the prior wdlern cansont of CXT Incmporoted. By all—q; use of this reformation, CXT Incorporated grants no worronly empress or unpl,ed ncludng o—rally of merchonlobihty or of hlness far o Fort. for purpose CKT Merpaal<e P-7 FL❑❑R DRAIN TRAVIS RM54960 (RESTROOM - QTY 2) 2' S SIOUX CHIEF 840-2A (CHASE — QTY 1) 2' S2' F 74_2, rwar wrz 31-19 NOTES 1 OFFSET FLUSH VALVE TAILPIECE PER ADA, RIGHT OR LEFT HAND, AS REQUIRED PROVIDE FLUSH VALVE FOR 3- WALL THICKNESS „ SCALE l/+-1 all, DATE KD-106 r+ DRAWN Cao S.Cu FILE NO KD-106 2. HAMMER ARRESTOR JRS520-T-C, TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB, 3 PC COVER SET PF202WH f,. ', MAR CHECKED wxAe PLOT e8 3 MOUNT RIM OF P-1 & P-3 AT 17' ABOVE FLOOR MAR 9 2020 PLUMBING DETAILS, DIAGRAMS 4 1/2X15 COMP ANG LAV BSCR1915AC do SCHEDULE 5 TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB _ _ _ _ _ DWG NO ISHEET A REV 6. (4) GALLON 120V WALL MOUNTED WATER HEATER. PROVIDE GFCI OUTLET IN CHASE PER MF'R RECOMMENDATIONS. _ KD-22 V251 PANEL SCHEDULE AMP 100 PANEL TOTAL CONNECTED VA LOAD 4,534 SURFACE MOUNT 120/24OV, 1P, 3W TOTAL CALCULATED VA LOAD 4,826 (3) #2, (CU), (1) #8 (CU) GRD. 2"C. (NOT BY CXT) CIRCUIT LOAD CIRCUIT LOAD 120/240/10/3W NO. DESCRIPTION OCP TYPE (VA) (A) PH NO DESCRIPTION OCP TYPE (VA) (A) INTERIOR SURFACE MOUNTED LOAD CENTER 1 EXTERIOR LIGHTS AND PEC 1P 20A C 28 03 A 2 MENS RECEPTACLE 1P/20A R 180 1.5 WITH MAIN BREAKER AND GROUND BAR ALL 3 CHASE LIGHTS 1P/20A N 28 03 B 4 WOMENS RECEPTACLE 1P/20A R 180 15 2P IOOA EQUIPMENT INCLUDING BRANCH BREAKERS 5 MENS LIGHTS AND EXHAUST FAN 1P 20A N 129 1.1 A 6 WOMENS LIGHTS AND EXHAUST FAN 1P 20A N 129 1.1 a RATED AT 22,000 AIC. BLOCK—OUT UNDER 7 CHASE RECEPTACLE 1P 20A R 180 1 5 B 8 WOMENS HAND DRYER 1P/20A N 1,140 95 o PANEL PROVIDED FOR SERVICE LATERAL 9 MENS HAND DRYER 1P/20A L 1,140 9 5 B 10 EEMAX WATER HEATER GFCI OUTLET 1P 20A R 1,400 120 11 A 12 13 A 14 15 B 16 PROVIDE 2 5 17 A 18 BOND BUILDING COLD WATER PER NEC ( ) /8a X 8' GROUND RODS SEPARATED BY 19 B 20 PIPING TO GROUND BUS PER A MINIMUM OF 6' APART (NOT BY CXT). PROVIDE 21 A 22 NEC. (BY CXT) GROUNDING ELECTRODE CONDUCTOR AND CLAMPS 23 B 24 SUITABLE FOR DIRECT BURY PER NEC (NOT BY CXT) 25 A 26 27 B 28 ONE—LINE POWER DIAGRAM 29 A 30 NTS 31 1 B 32 LOAD CONNECTED CALCULATED NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS, PANEL (C)ONTINUOUS 28 X 1.25 35 VA MODIFICATIONS WILL BE REQUIRED (NOT BY CXT) IF TRANSFORMER CAPACITY EXCEEDS 175 KVA. (R)EC (1ST 10KVA) 1,940 X 1 00 1,940 VA (N)ON—CONTINUOUS 1,426 X 1.00 1,426 VA (L)ARGEST MOTOR 1,140 X 1.25 1,425 VA TOTAL LOAD 4,534 VA 4,826 VA 201 AMPS Q� NES, 1 AMgY� LIGHTING FIXTURE SCHEDULE _ � � GENERAL ELECTRICAL NOTES `'' � of a =`' rL& 1 RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVEr rn J DESCRIPTION SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS z C3 3 2. ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, OR BY OTHER GFCI RECEPTACLES. VPF8-4-28W HP-4000K-120—CP—WHT—WET—OCC—TX/SD SURFACE MOUNTED, LED LAMP 3. ALL CONDUIT SHALL BE 3/4" MINIMUM, EXPOSED A 120 28 4 FT, WRAP AROUND LENS, LOW TEMPERATURE J e 16,2019 CONDUIT SHALL BE EMT, RECESSED SHALL BE PVC. DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/ ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL WIRE SIZE 1/2- EMT 3/4" EMT 1/2' ENT 3/4" ENT 1/2' FMC 3/4- FMC #14 THHN 12 22 11 21 13 22 #12 THHN 9 16 8 15 9 16 SWOP 610 LED EXTERIOR LIGHT, X10 THHN 5 10 5 9 6 10 YWP610-14W HP-3500K-120—CP—BRZ—CAB/PC B 120 14 EXTERIOR, VANDAL RESISTANT, WALL Precast Product. 4. INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES. MOUNTED, 14 WATT, CLEAR PRISMATIC LENS, 3609 9011 Sullivan Bldg (7 Spokane, 99216 N Highway 77 Hillsboro.IX T%76645 BUILT IN PHOTOELECTRIC CONTROL 362 Waverly Road Williomslorn,WV 26187 5. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2014 rrua raX VERSION OF THE NATIONAL ELECTRICAL CODE. LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, KODIAK VPF8-4-28W HP-4000K-120—CP—WHT—WET—OCC—TX/SD BUILDING NUMBER KD-106 6. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION SURFACE MOUNTED, LED LAMP or UNLESS NOTED OTHERWISE C 120 28 The mformol,w contnmeef herem,s proprietary 4 FT, WRAP AROUND LENS, LOW TEMPERATURE one the exclusive properly of CXT Incorporated The mfor—bon may only be 7. ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED mlmded.Ihe Wgmal Reprooducl,ona or estrAa4on or°thiss inlormot,m a stncuy prohibited mlhwl the prior wntm consort of CXT Incorporated By 8 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NOT SHOW EXACT ono.-9 use of We mforinotwn, CXT LOCATIONS ❑F DEVICES. REFER T❑ WALL PANEL & OTHER DRAWINGS FOR EXACT LOCATIONS NOTE THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING 1S TO BE A MINIMUM 0,ed omc�a roeo:eOasity only, ehorese o OF J—BOXES, ETC. OF 45 LUMENS PER WATT or of Lines flu o po tUlor purpose of ohddy • _ CXT 1,omm.lad 9. PROVIDE A CIRCUIT BREAKER LOCK OUT FOR EACH HAND DRYER EXHAUST FAN SCHEDULE {k` SYM I MFR MODEL q CFM I SONES I VOLTS AMPS NTS (� p MAR 9 2OLU 2 EF-1 FANTECH RVF-4XL 193 60 120 084 1,2 1 SCALE11/41.1.-a DATE&:11M-19DRAWN Coe S Grc FILE NO I KD-106 CHECKED I DANA B 1 PLOT 1 48 NUITE. I WITH SPEED CONTROL MOUNTED IN CHASE ELECTRICAL NOTES, DIAGRAMS 2 FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. LOCATE OPEN FACE J-BOX ON _ & SCHEDULES EXTERIOR SIDE OF PANEL DWG NO SHEETREI KD-23 23 25 1 3 1 3 ELECTRICAL - KEY NOTES --- ------------------------- -------- ------ -------------------------- --- ----------------------------- WIRE FANS THROUGH OCCUPANCY SENSOR AND SPEED SWITCH IN CHASE O O i O SPEED SWITCH FOR FANS LOCATED BY PANEL O1 I A A I EXTERIOR LIGHT FIXTURES TO BE CONTROLLED BY PHOTOCELL BUILT INTO I I O FIXTURE ROUTE WIRING IN CONCEALED CONDUIT I I 1 3O MOTION CONTROLLED RESTROOM LIGHTS AND EXHAUST FANS PROVIDE ADDITIONAL CONTROLLER FOR EXHAUST FANS ( B A A BO O4 CHASE LIGHTS OPERATED BY MOTION SENSOR O O FAN & LIGHTING PLAN 1 �pF NEHr Y �.� IAM I mri I . /1 I 1 SYMBOLS LEGEND �S �� 10 NOTE REFERENCE �Lr-� .i`� WALL MOUNTED LED FIXTURE ty ;ir O X FIXTURE MOUNTED LED X c HAND DRYER A OF O� INSTA HOT WATER HEATER J e 16, 2019 HWT & RECEPTACLE PLAN B EXTERIOR LIGHT FIXTURE COMBINATION SWITCH AND 10 DUPLEX Qr= GFI DUPLEX RECEPTACLE Precast Products 3808 N Sulllvon Bldg /7 Spokane,WA 99216 Q -fd)-S SPEED SWITCH 901 N.Highway 77 Hilsboro,TX 76645 362 Waverly Road Wiliomstown,WV 26187 F TIMER SWITCH -11 h. KODIAK _---i�_- ____----- _----------_�µ_--_ E�— LOAD CENNTER/PANEL C BUILDING NUMBER KO-106 1 r-1IO O JUNCTION BOX The mfermatarnntomef coherein u proprw"T ED and the exclas— property of CX 1 [newwaled. The information may wily he I OS OCCUPANCY SENSOR used"by me_qmd reapxmt far the purpose I f f mlenoea Reproduction or ailed,l th of this • 0 1 alormo4on is stemStrictly proh,hited .ilhoul the SURFACE MOUNTED CONDUIT, prior Dolton consent of txT ncorparated By CROSSHATCH DENOTES WIRES, ncnrpwotee`grants no"warrlafnty oc pressCxd I I (ALL ii12AWG UNO) ALWAYS implied mclucrmg a.wrcnty of merchenlohd,ty 'N D ONE WIRE TO BE GROUND q�-- ._ -- - - _ w of-Illness for a p"t.,.lor pwp—. 0 _ at Inrorperotee WIRE SURFACE MOUNTED CONDUIT s -- ------ CONCEALED CONDUIT MAR r1/9 � IVI�I I L�/I1 �• amero ...ww VE t Lv SCALE 1/4.1,-0- DATE 05-31-19 SHOT WATER HEATER t DRAM call S Gy FILE NO I x0-106 p1EpCE0 DMA i PLOT 48 HAND DRYER PLAN ❑p J SAFETY DISCONNECT ELECTRICAL PLANS EL ELECTRIC DOOR LOCK `" — DWG NO sNEET a¢v KD-24 24 25 4 s � WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 WALL PANEL W4 WALL PANEL W5 WALL PANEL W6 WALL PANEL W7 EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM OTY ITEM OTY ITEM OTY ITEM OTY ITEM OTY ITEM OTY ITEM OTY R3x92 12 AS-2 4 AS-2 4 PS-1 3 PS-2 6 PS-2 3 PS-2 3 R3x120 2 PS-2 8 PS-2 8 AS-2 4 PS-10 2 R462 1 R462 1 R3x100 1 PS-10 2 PS-10 2 PS-15 4 AS-2 2 R415 1 R415 1 R4180 2 R4x114 1 R4x114 1 PS-2 6 R458 1 PS-1 5 PS-1 5 R320 4 R405 2 R405 2 R3x106 4 R3x92 2 PS-15 3 PS-15 3 R303 6 R435 2 R435 2 R3x120 2 R3x106 2 AS-2 3 AS-2 3 AS-2 6 R496 2 R496 2 R303 3 R3x57 1 R3x92 2 R3x92 2 PS-2 2 9-2 MOLD 1 SI-2 MOLD 1 W.0 WALL SLEEVE 2 R3x104 2 R3x104 2 PS-10 4 40 1/8' x 82 1/4' BO 1 40 1/8'x 82 1/4'BO 1 44 E—BOX 4 R303 5 R303 5 PS-19 12 4x4 J—BOX 2 4x4 J—BOX 1 ROUND MUD RING 2 R3x68 1 R3x68 1 FAN BO 2 3'x6'x2' DP BLOCKWT 1 3'x6'x2'DP BLOCKOUT 1 BLOCKOUT 2' DIA 2 _ BLOCKOUT 1-1/2'DIA 1 BLOCKOUT 1-1/2' DIA 1 40 1/8' x 82 1/4' BO 1 ROUND MUD RING 1 ROUND MUD RING 1 BLOCKOUT 3'DIA 1 BLOCKOUT 3' DIA 1 3'x8'x2'PARTIAL B.0 2 RECT MUD RING 1 RECT MUD RING 1 BLOCKOUT 2' DIA 1 BLOCKOUT 2' DIA 1 44 J—BOX 4 44 J—BOX 1 44 J—BOX 1 BLOCKOUT 4-1/2" DIA 2 44 E—BOX 2 44 E—BOX 2 RECT MUD RING 1 RECT MUD RING 1 ROUND MUD RING 1 ROUND MUD RING 1 URINAL WALL SLEEVE 1 W.C. WALL SLEEVE 1 �0- NEW �,LIAM CU FT.CONIC. S0.FT.WWF CU FT CONIC SO FT WWF CU. FT CONIC 50.FT. WWF CU FT. CONL S0. FT W W.F CU FT CONIC SO FT WWF CU FT CONIC S0. FT.W W.F. LU FT CONIC SO FT WWF `/ C 54 2 2.00 166 20 6 0.76 65 20.6 0.76 65 23 7 0.88 95 14.6 0 54 44 13.0 0.48 52 13.0 0.48) 52 Cq c' 1_ y9 IgA APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT W 1, '+ •` 8,130 3,090 3,090 3,555 2,190 1,950 1,950 WALL PANEL W8 FLOOR SLAB F1 ROOF SLAB R1 ROOF SLAB R2 INTERIOR PARTITION P1 (2 REO-D) w EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM OTY ITEM OTY ITEM OTY ITEM OTY ITEM OTY PS-19 9 AS-3 8 PS-19 18 PS-19 14 AS-2 3 AS-2 6 PS-19 34 PS-2 6 PS-2 6 B-18 1 Jun 16, 019 PS-10 4 R303 14 R303 18 R303 14 PS-2 2 R3x42 28 BLOCKOUT 5' DIA 2 R3x174 4 r-- R3x92 20 R3x62 2 FL-648 4 FL-648 4 R303 3 R3x122 2 R411 4 R411 4 R3x180 4 R3072 8 FL-847 4 FL-847 4 R �p MS-6 4 R4x118 6 R4240 4 R4240 4 Precast Products MS-2 BO 2 BLOCKOUT 16'x24' 2 R4x66 4 R466 4 3808 N.Sullivan Bldg 17 Spokane,WA 99216 901 N Highway 77 Hillsboro.Tx 76645 R322 4 BO 6'DIA 1 R3x66 4 R3x66 4 362 Womrly Road Wilhomslawn,WV 26187 R3x38 4 RM54960 F.D 2 R320 4 R320 4 KOD A KODIAK R4158 2 R4x158 2 BUILDING NUMBER KD-106 RN 74 4 MOTIQ The nlamalwn cmlaned heron a propretay ana the CzCk s properly of CXT Mmporaled The nlamalm may qtly be used by the agnd r"-I for led pwpase nlmded. Reprcd clm a 6slraulwn Of IM inlamalwh a slrcUY prdlbtld nIhaut the prw.Mlm c-1 of CXT Wcapaoled. By oaa.ng se of Ihn nlamat. CXT Wcapaoled purls no .army ewen a mpge4 nWd'ng a aorramly of madwnlobldy or of llnen la a PwWulor pwpox _.F DI r r• t k �� O SCALE f.% p 1/4.1-0 DATNO E n05-31-19 r 111�R1 rl./ DRAWN i S Ga FILE KD-106 Pt CHECKED t OMR B PLOT 48 CU FT, CONC SO FT INW.F CU FT CON SO FT WWF CU FT CONIC. SO FT WWF CU FT CONIC SO FT W.W.F. CU FT CONIC SO FT WWF 6 C '-�'-� ,• a y MATERIAL LIST 552 (2.05) 170 99.9 (3.70) 510 66.6 (2.47) 320 66.6 2.47) 320 3.3 (0.12) 13 DWG NO SHEET REV APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT '-- "6fY- 1 25 8,280 14,985 9,990 9,990 495 KD-25 25 2 � �°Gre\\�P ooco o° NO WELLS WITH 9` •�-- 150' co Z4 o a D Veterans � �Z•�N ° Beach LS Distrit \,lE•�' par�C �� Peconic bay — 00 \ Blby n \ OL 600 ft ._-- --,, �' �, \N000 ------------ I LOCATION MAPif I NO LL J WITH 150' ,\ I Q off 't Sv 1 I SOL .±., i( eeG ,4e6 It t LP P It It }, \ 5� oP CI_ It G ° \ \p ve I ray LP 9 N Il '\, ` , psP �o CD vP op pP G 1 ° %G„ \ It?o ` G� S LP g , ORfo O ',\ �,:J P r �( ,. _ - 8 ', `\ I ` , PARKING AREA P qc LIMIT. + , , kod t> NO WELLS WITH Iso' ° \ \ • \\ `, \ PARKING AREA t fF• -+-� -- ' /,' \\d� LIMIT ,1 , c�06 to It 7 °^ \\` \\, \ ✓ +\` \,\ `,\` `,\` GO O 9 C_0, .L \` PARKING AREA \, \` \` , � --------- 0, , s° LIMIT' __-' AS BUILT LOCATIONS FROM BLDG CORNERS RECEIVED `, \, � `. ,. ��, --'" NTS w E MAY 2 5 2010 � 1 ____- ,- �� - - SUFF.CO.H o S ' t -'' -'' —5 -- -+ 6F IC' OF�f S LOTH SERVICES B ., pyo 0\0A'7 41 Suffolk County Health Department / _/' 2 SITE PLAN KEY ----__ --- ,' ' ,• r--' G.T. — GREASE 'TRAP S.T. — SEPTIC TANK --- -----' L.P. — LEACHING POOL / 1/'r / / / / a�'" �, . 4 � nay .. ..I, f ` + r 2.`; ', "� '' t...,.Im'•:. E.P. — EXPANSION POOL ' ,1 S — SANITARY PLUMBING LINE ' ;' ,,/''' ,; ,;';%,' '/, „ , ,,, ,� tet/ , , ,N• �� K — KITCHEN PLUMBING LINE ' / ' % % -' '' '' ' \,Q 10 SD — STORM DRAIN i %''' ,'',' ;' -''-' - F�°o ®�\\� -------- EXISTING CONTOUR '/,,'`,_-,_r �;, , ;;,,/i,, ' ,' ''/- ,, ,�°�. }• . .i•.:;;;, .:Y4,„-. /”pa { I M i�•” „,4 r�. r r r -,, , , / / ,, (J/.V• 0ffic.,o vv,, vval - Michael Mapes,P.E. 163 PENINSULA PATH Q RIVERHEAD, N.Y 11901 PHONE 631-369-2170 2�C TITLE: VETS BEACH PARK DIST. J AS BUILT PLAN SIZE 1000-126-6-17.18 SEPTIC RF DRAWING NUMBER DATE:5-18-2010 SCALE: ltn=40' SHEET 1 OF 1 A �, DEMOLITION NOTES: PROPERTY LINE T `� BAY GRADE EXISTING 1• IN THESE NOTES SHALL PERFORM ALL AND REASONABLY INFERRED VALS AND AS NECESSARYTTO COMPLETE D WORK AS SHOWN SCOPE OF WORK.INGS DESCRIBED AT BAY AVE. ,... � AVE. 0' 8.1' -___- x W X - " x�------ x _____`�.., «00.00 c 5c o-b t S 0 5' BROWN LOAMY SAND (SM) 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL -``�'"_�� ... .... 7'60 CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. -�_ 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE ' PALE BROWN FINE TO MED SAND (SP) PROTECTION FROM DEMOLITION WORK. t 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. " 3 7.8' 2.1' (WATER ENCOUNTERED) 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. SOIL AND EROSION CONTROL _ MEASURES WILL BE INSTALLED ALONG ' WATER IN PALE BROWN FINE 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. ASPwW-r PAV£NrF1r LIMITS OF DISTURBANCE SHOWN IN ass n r pnvr ur �-- ---��I� „_ TO MEDIUM SAND (SP) TOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND ACCORDANCE WITH ALL APPLICABLE � 7. THE CONTRACTOR UPPER LIMITS OF TH t OTHER DISTURBANCES TO DAILY OPERATIONS AND BUILDING OCCUPANTS. CQNSTRUCITON ACTIVITY REGULATIONS �t� t AND AS f�IREG`TED BY THE ENGINEER MHHW LINE AS DELINEATED BY GAR ' L. GENTILE, RIA-- --- � , 0 FEBRUARY 13, 2018. t 14.0 8. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA i x O% OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER TEST HOLE PERFORMED BY THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. JOHN EHLERS LS ON _ --{1 d �-- 12-11-2008 9. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. TEST HOLE 10. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA W BRICK PAVERS TO BE CONTRACTOR TO OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING AREFULLY REMOVED AS AS INSTALL SILT FENCE CONSTRUCTION. ALL REPAIRS NEED TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE 0 NIIE ED, REMOVED BRICKS DETAILED (TYP.) EXISTING BUILDING �� e t CONTRACTORS RESPONSIBILITY AT NO COST TO THE OWNER. ARE TO BE REUSED B FOUNDATION TO t 11. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, DRAINAGE AND SANITARY. LOCATIONS 0100 _._ LIMIT OF GRADING - 242 F EXISTING (f} ON THE PLAN ARE APPROXIMATE. ALL SERVICE TO DEMOLISHED BUILDING SHALL BE TERMINATED AS PER EACH t d' ¢ter OF AREA TO BE DISTUR I SEAWALL RESPECTIVE UTILITY'S REQUIREMENTS. • EX. SANITARY SYSTEM w� � - � Op `�' (APPRV'D MAY 23, 2010 `- ��" L,vm A I / � !` V- N H.S.# C10-09-0003) _ - I „fl I �-''` $ ` SEDIMENT CONTROL NOTES: • '\ -A Pa r4 ' �� \ , 1. MAINTENANCE: WITH A STIFF BRISTLE BROOM, SWEEP SILT AND OTHER DEBRIS OFF SURFACE AT THE END OF EACH DAY AND '~- il� I 1 /1 ' ` ' AFTER EACH STORM EVENT. GREAT P ECO N I C BAY 2. PRIOR AND/OR DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES » ASPMA(.r PAVEMENT --- ""-`-`- _---- mss- I \ \ z ` DEEMED NECESSARY BY THE ENGINEER AND SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROL EX. 1 DOMESTIC WATER SERVICE E DEVICES. t t £n� �t�o. fi GFa 1, vE�rarrav 1 3. ALL DEBRIS OR EXCESS MATERIALS FROM CONSTRUCTION OF THIS PROJECT SHALL BE IMMEDIATELY AND COMPLETELY REMOVED N ALL CONSTRUCTION TO FROM THE PROJECT AREA. ' P _�� LP �\ -7— ! , *, .A ; I ` ' I OCCUR LANDWARD OF J LA, GRASS ( ! i > EXISTING BULKHEAD 4. ALL INLET SEDIMENT CONTROL DEVICES AT EACH LOCATION SHALL BE INSTALLED PRIOR TO COMMENCING ANY SITE WORK IN t\ EX)STING �ULK I AND SEAWALL THAT LOCATION OR AS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS Lam, 1 HEAD AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE MAGAMrA�\Q > _ 1 DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER.-,'�---- � ...__ ! � !- - x w rc g yti� 5. ALL SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED. co i1 u,. ....,. ,.v.�.'=�.'.",.. .;.... •;I:'►.:••- t \ J JI I FL N .,^ ,..� i,, �, ��,�y '^> ,• � H f� ., WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE„ MAXIMUM 6' MESH SPEAKING) tU ar/ ;s�'§`y; .S ♦qq 'b� * ' i � To � ! 10 • •.�u pyy F7 USH 36" MIN. FENCE POSTS, DRIVEN MIN. AIC WITS ! 4®taaat.�,S34 at:te5'46^syrw.,\r ve.�\,teras ,.`.ya •+qw,�L&�V<t\ �\e4� •• .e.">•9 \ '_ � 1, 4" 16' INTO GROUND T \ LAWN t F x—-irate-- i-`--- -_ ------- X I . HEIGHT OF FILTER FABRIC 16' PLAYGROWD ` cEnAR ;; / \ r1a� ' ' I . .' MINIMUM crnvt • F'QSr b RAIL/FE ��=v ' I3 • . ♦ . ♦ » 1� ' II _ � �. � � � � � 8 MINIMUM Ir CEIMIP LA PERSPECTIVE VIEW EX. BRICK PAVERS TO BE ' NOT TO SCALE 1 CAREFULLY REMOVED AS _. NEEDED. REMOVED BRICKS WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE, MAXIMUM 6' ARE TO BE REUSED MESH SPACING) WITH FILTER t.l 9 9 CLOTH OVER 42 E -- X _" _ X - -- ' X -- X COMPACTED _ X ._. X O ` SOIL ryh� UNDISTURBED - X _--- — __ _. C) ROUND -..__ .._ -------- X t 1 ,d. EMBED FILTER CLOTH SILT FENCE SECTION CO a MINIMUM GROUND —*�oc�►� NOT TO SCALE ` CONSTRUCTION NOTES FOR FABRICATED SILT FENCE e 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POST: STEEL EITHER 'T• OR 'U' ,r..• POSTS WITH WIRE TIES OR STAPLES, TYPE OR 2' HARDWOOD Ll, 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE, WOVEN WIRE, 14-1/2 QAOE, (f) FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID 6' MAX. MESH OPENING SECTION. d FILTER CLOTH: FILTER X, MIRAM 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 100X, STABIUNKA O THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. T14ON OR APPROVED O N 4, MAINTENANCE REMOVED WHEN "BBUORMED AS NEEDED AND EQUAL MATERIAL DEVELOP IN THE SILT PREFABRICATED UNIT: SWIM. FENCE. ENVIROFENM OR APPROVED Ln EQUAL" SILT FENCE DETAILS CO N.T.S. Z ` 03/06/20 AMB TRUSTEES RESUBMISSION CFD 1 t 8/2/18 MF ISSUED FOR BID CFD DATE BY DESCRIPTION APPROV. BY 1 REVISIONS MATTITUCK PARK DISTRICT SUFFOLK COUNTY NY VETERANS MEMORIAL PARK - BATHROOM FACILITY 1 EXISTING CONDITIONS & DEMOLITION PLAN A�l c s L. K. McLEAN ASSOCIATES 01- , P.C. t .... i•, �'?t- ,` ` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 oo.00"w - ,j _ SITE PLAN ` �\ �� cfi�,,/ Designed By: MF/CFD scale: AS NOTED sheet No. PROPERTY LINE ... ..+ ! � .... 5 2 5.7 8' SCALE: 1" = 30' Fp rel-�SrJ�`��P�' AT MARLENE LN. MARLENE LN. o so so Drawn By: MF Date: DEC. 20172 omwmmmJ Feet Approved By: RAS File No. 17107.000 % X'' �x" LIMIT OF WORK 2425 SF OF CONTRACTOR SHALL BE RESPONSIBLt7FOR y > THE INSTALLATION OF SLAB & FOUNDATION AREA TO BE DISTURBED -------- ONLY. SUPPLY AND INS -BUILDING rALL OF BY OTHERS. ICONTRACTO % 1625 SF OF NATIVE BEACH 1A, V R SRALL.,SLEEVE AND STUB UP ALL UTILITES IN LOCATIONS PRASS TO BE PLANTED < SHOWN ON THE PLANS. Uj CONTROL MEASURES TO EROSION AND SEDIMENT BE INSTALLED ALONG LIMITS OF DISTURBANCE 3 5 6 7IS"f' OF CONCRETE SIDEWALK 33.7' NEIGHBORING PR _43.2' JOSED SIDEWALKS ARE TO vrm-N r 44""HALT PAWOW,7 -38.3' PROPERTIES AR L,BE-ADAccymPaANT- R PROPOSED 1 STORY, ON PUBLIC WATE STATION sr, SLAB ON GRADE COMFORT (FFE.=7.20) PROPOSED ALARM PANEL v PROPOSED ELECTRIC FOR T GRINDERPUMP_��,, INV.= PROJECT 5.40 09 PROPOSED.-GRINDER-PCWp 'AS'-' MIN LOCATION N UFACTURED -BY P�EONE 80 NV*= r DIT f___ lr2 EXISTING B/ILDING TO /LP (REMAIN --12.1' 0 P4' 507- % Ex 14-STY�� 'i , n rPADE7 �v C Fr" El N, FF:1, rTOrWiGiF 1, LP X, f,fr, r 71 7 TO Etfirl,DING NO D�STU BANCE LP EXISTING SUFFOLK ('1560 sr" EXISTING VEGETATION LOCATION MAP �l LP (�` �,N 77) COUNTY APPROVED-_ SANITARY SYSTEM TO SCALE: 1"=1,000' '17 01-3 0 1000 2000 REMAIN LID LP Feet OEM= kp LEGEND: LAVN N -7 LP PROPOSED CONTOUR EXISTING RE * * * * * STOREBRICK 'PROPOSED U.G. ELECTRIC DEPTH GRADE PAVERS SERVICE TO 100 AMP 01 SUBPANEL LOCATED IN -11.0 - EXISTING CONTOUR 8.11 IW.=5.60 THE PROPOSED COMFORT BROWN LOAMY SAND (SM) INV.=5.6O 41 0.5' 7.60' STATION. __r�'� (2) ST C, S_ PROPOSED CONC. SIDEWALK ............. LP� I INV.=6.10 PALE BROWN FINE TO MED SAND (SP) iw.=6.10 -------- BRICK PAVERS TO BE REINSTALLED C 7- ------- 2.1 (WATER ENCOUNTERED) INV.=6.0O PROPOSED l* DCV CONTRACTOR TO INSTALL 1" WYE TO INSIDE IRRIGATION BOX "v S.TP, ALLOW FOR WINTERIZATION OF AS DETAILED WATER SERVICE PROPOSED BEACH GRASS LP 7.8' -7, -7 ............ \7\\ NN"ll"', LP/ SOIL BORING LOCATION WATER IN PALE BROWN FINE LP b TO MEDIUM SAND (SP) 31 D ELECTRIC SERVICE TO COMFORT F'UT. STATION TO BE OVERHEAD UNTIL RESTORE BRICK j EXITING THE BUILDING V, LP Lp W PROPOSED 1" DOMESTIC WATER SERVICE APPROX. LOCAITON OF PAVERS EXISTING ,ELECTRICAL PROPOSED U.G. ELECTRIC BY 14.0' PANEL 3 FX 1j,-S T K f_ SLAR 17N GPAr4F VD, FR, ff=TING/CA TFFIP�Cj PROPOSED 1j" HDPE PRESSURE PIPE TEST HOLE PERFORMED BY JOHN EHLERS LS ON HALL TUILDING7 IV 12-11-2008 -E- (3 000 SF) PROPOSED U.G. ELECTRIC LP GT 83 (FFE 10,P) TEST HOLE EXISTING TELEPHONE LINE N.T.S. 1 V v EXISTING U.G. WATER El 7RIAL & EXISTING WATER METER EXISTING WOOD GUIDE RAIL 04/c WID's EXISTING FENCE EXISTING WATER G"' EXISTING GREASE TRAP \rr E�'L�L\ SERVICE t,AVN EXISTING SANITARY LEACHING POOL ST EXISTING SEPTIC TANK -0'CrPAR EXISTING DRAIN INLET GENERAL NOTES: in,mum 1. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR SEQUENCES AND PROCEDURES TO BE USED. 4VI CrTAP -,/'�- 11\ U EXISTING TREE 2. ALL CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ENGINEER. IF CONCEALED CONDITIONS ARE ENCOUNTERED AT THE SITE WHICH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 300 .9 EXISTING BENCH 3. DRAWINGS SHALL NOT BE SCALED. IF A DISCREPANCY EXISTS OR A DIMENSION IS OMITTED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE GENERAL CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND GUARDS IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. FENCE TO BE 6 FEET CHAIN LINK AND OSHA APPROVED, P17-T�PAA Fr, LA VN 5. WHEN REQUIRED FOR THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION DURING THE COURSE OF WORK. ,z rr 6. THE ELECTRICAL CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND MECHANICAL EQUIPMENT AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE CUTTO A 03/06/20 AMB TRUSTEES RESUBMISSION CFD 9 8 SITE PLAN POINT OF CONCEALMENT BEHIND OR BELOW FINISHED SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. REMOVED ELECTRICAL OR COMMUNICATION LINES SHALL BE COMPLETELY REMOVED BACK TO AND DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT 8/2/18 MF ISSUED FOR BID CFD 0 SCALE:10 1"=10' 20 ACTIVE AT ALL TI M ES. DATE BY DESCRIPTION APPROV. BY lm� Feet 7. ALL CONTRACTORS SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO DISRUPTION IN ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING ELECTRICAL NOTES: AREAS DURING DEMOLITION. REVISIONS 1. ALL ELECTRICAL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST EDITION) 8. MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR AND SHALL BE REMOVED MATTITUCK PARK DISTRICT FROM THE OWNERS PROPERTY. AND LOCAL AGENCIES HAVING JURISDICTION. SUFFOLK COUNTY, NY 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PSEG REQUIREMENTS FOR THE PROPOSED NEW 9. MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE ELECTRIC SERVICE. INDICATED ON THE DRAWINGS. VETERANS MEMORIAL PARK - BATHROOM 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PLANS FOR CODE CONFORMANCE PRIOR TO ORDERING 10. EACH PRIME CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE EVERY DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND ANY MATERIALS OR STARTING ANY WORK. FACILITY 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CODE REQUIRED CHANGES TO THE WORK. COORDINATE DAILY WITH THE OWNERS APPOINTED REPRESENTATIVE. 5. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO SUCH 11. A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT THE SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ENGINEER, THE OWNER MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. OR THEIR REPRESENTATIVES. VIE W PROPOSED SITE PLAN 6. ALL EXTERIOR WIRING SHALL BE INSTALLED IN PVC CONDUIT, SCHEDULE 80 UNLESS OTHERWISE NOTED. 7. ALL CONDUCTOR IN CONDUIT SHALL BE THWN, THHN, USE-2, XHHW OR APPROVED EQUAL. 12. ALL CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES DURING THE CONSTRUCTION OF THIS PROJECT. z 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERWRITER LABORATORY (UL) INSPECTIONS, COORDINATION, 13. THE GENERAL CONTRACTOR SHAH BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES DAMAGED BY HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL THIS SHALL FEES AND PERMITS. EW MATERIALS MUST MATCH EXISTING AND BE L. K. McLEAN ASSOCIATES, P.C. INCLUDE AREAS WITHIN THE CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF REPAIRS ARE REQUIRED, N 4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 9. CONTRACTOR SHALL INCLUDE IN THEIR BID THE ROUTING AND INSTALLATION OF CONDUIT AND WIRE THROUGH FOUNDATIONS ACCEPTED FULLY BY OWNER AND THE ENGINEER. lIx U AS REQUIRED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER AND FINAL CONNECTIONS TO ALL PROPOSED EQUIPMENT 14. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK, Designed By: MF/CFD Scow: AS NOTED Sheet No. SHOWN OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 15. ALL CONTRACTORS SHALL COORDINATE WORK WITH OTHER CONTRACTORS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN THE FIELD ALL REQUIRED WIRE SIZING FOR THE PROPOSED Drawn By. IVIF Date: DEC. 2017 L_ EQUIPMENT AND BALANCING LOADS AT THE MAIN BREAKER PANEL. 16. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEAN-UP OF THEIR OWN WORK IN ALL AREAS AND PLACEMENT OF DEBRIS IN APPROPRIATE DUMPSTER. Approved By: RAS File No. 17107.000 3