Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
11-0556 Applepeel Properties_1of4
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/16/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 110556 PROPOSED USE: CONVERT TO PRIVATE LAUNDRY OCCUPANCY TYPE: U CONTACT NAME APPLEPEEL PROPERTIES LLP CONTACT ADDRESS PO BOX 402 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 407 FIRST ST APPROVED BY: THIS BUILDING IS DR OODPROOFED. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org City of Tee Island • Community Developn...nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 matank INTERNATIONAL CODE COUNCIL MEMBER Permit No. 1 1- 0 5$ Date Requested i 2- 09 -2.z) 1 i Owner's Name ,Ap p\ 2 pe e ( Prcf , Date Needed Gen. Contractor w h• 41 o u.J CO an 4. Subcontractor Contact Information Project Address 40'7 5-I-. e I,� Scope of Work 0.' )r ✓e r - 4-o r , J!� `t'eJ la J n d r `! Inspector Date of Inspection \ ! - \ \' Inspection 1 E CA A Pass El Fail Ei Fee 21 ; Inspection Pass ❑ Fail ❑ Fee V -ed Inspection Pass El Fail EL ,Fee tt Inspection Pass ❑ Fail 0 Fee RECEIVED After recording, please return to: Applepeel Properties, LLP PO Box 402 Tybee Island, GA 31328 STATE OF GEORGIA ) COUNTY OF CHATHAM ) 241 DEC -`1 A qr 32 Notice Regarding Base Floor Elevation and Flood - proofing Measures Cross Reference: Warranty Deed from Scott R. Sharer and Sandra J. Sharer, as grantor, in favor of Applepeel Properties, LLC, as grantee, recorded at Deed Book 181A, Page 467, Records of Chatham County, Georgia This instrument is made by Applepeel Properties, LLP, a Georgia Corporation, (the "Declarant "). Declarant is the present owner of the land (the "Land ") described on Exhibit "A" attached hereto and acquired pursuant to the Deed. Declarant is in the process of constructing that building (the "Building ") which is located on the Land, is now commonly known as 407 First Street, Tybee Island, Chatham County, Georgia, and is shown and described as a Lot 111, Ward No. 1, Tybee Island, Chatham County, Georgia located on that Plat, which Plat has been recorded in Plat Book 46P page 98 in the Office of the Clerk of Superior Court, Chatham County, Georgia. The Building is shown on that site plan attached hereto as "Exhibit B ". Declarant hereby gives notice that the Building is in an AE flood zone and has been flood - proofed one foot above the base flood elevation to 14 MSL (NAVD) instead of raising the finish floor to the base flood elevation, and that the owner of the Building has the responsibility to create a flood protection standard operating procedure as outlined in Federal Insurance Administration: Non - Residential Floodproofing - Requirements and Certification Technical Bulletin 3 -93 or revised editions which describes how a storm is to be identified, who will be responsible for installing the flood panels, where the flood panels are, how to identify the flood panels to the designated locations, when to remove and store the panels, yearly inspection and "dry run ", and maintenance of the flood panels to ensure they will not breakdown or be misplaced. Executed by the undersigned as follows: Signed, sealed and delivered this day of December 2011 in the presence of: W' ess 4 Notary Public My Commission Expires on: ®.3)oz .),Zol Applepeel Properties, LLP By: Carrie Gaster Efifd Its: Member EXHIBIT "A" All that certain lot, tract or parcel of land situate, lying and being in the City of Tybee Island, Chatham County, Georgia, shown and designated on the map or plan of said City as Lot Number One Hundred Eleven (111), Ward One(1), said lot having a frontage of sixty (60) feet on Fourth Avenue and a rectangular depth of One Hundred Ten (110') feet, and being bounded as follows: On the North by Lot Number One Hundred Ten (110) of said Ward; on the East by Lot Number Ninety -six (96) of said Ward; on the South by First Street; and on the West by Fourth Avenue. Less and Except that certain portion of the above - described property measuring 0.098 acres, more or less, conveyed by Henry M. Buckley to the State Highway Department of Georgia, for the widening of State Highway No. 26, in a Right -of -Way Deed dated March 8, 1961, and recorded April 18, 1961, in the Office of the Clerk of Superior Court of Chatham County, Georgia, in Deed Record Book 77 -Q, Folio 296. Further Less and Except that certain portion of the above - described property subject to a Right -of -Way Easement conveyed by Henry M. Buckley to the State Highway Department of Georgia in an instrument dated March 18, 1961 and recorded on April 18, 1961, in the Office of the Clerk Superior Court of Chatham County, Georgia in Deed Record Book 77 -Q, Folio 297, said easement granting the State Highway Department of Georgia the right to construct and maintain over and upon any portion of the subject property abutting on and adjacent to State Highway No. 26, any embankment or cuts as said Highway Department may deem proper to support or accommodate the improvement of said highway, including the right to construct and maintain any required drainage structures, retaining walls, channel change, or ditches. Subject, however, to all valid easements, restrictions, covenants, and right of way record. BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSOUTH. NET 407 First Street - Applepeel Properties, LLC - Flood Operation Plan/Standard Operating Procedures 1. PURPOSE This document outlines the actions and responsibilities required to maintain and protect Applepeel Properties, LLC, dba Tybee Vacation Rentals hereafter to be called TVR located at 407 First Street, from a flood. This flood operation plan includes requirements for the Emergency Action Plan, Annual inspection and the Maintenance and Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY AC HON PLAN The following steps are to be taken by the building owner, TVR, during a flood. A. Chain of Command 1. Responsibility: The primary responsibility for maintaining and carrying out the flood emergency plan shall lie with a Member of TVR. 2. Notification: The primary responsibility for notification of a flood event lies with TVR, hereby named as the manager. The manager will monitor weather reporting agencies and be the main point of contract with emergency management officials. In the event that the manager is unavailable the responsibility will lie with the assistant manager. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put into place shall lie with the manager. He /She will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable, the assistant manager, will implement the preventative actions. 4. Maintenance Action: The primary responsibility for ensuring the maintenance action plan is maintained shall lie with the manager. He /She will coordinate annual installation drills, review and update contents and accuracy of the plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuring the safety of the building, its occupants and its content at least once per year. In the event that the Manager is unavailable, the responsibility falls upon the assistant manager. Procedures 1. Monitoring and initial notification: Ongoing monitoring for potential flood events will be the responsibility of the Manager. The manager will subscribe to a weather alert service that issues automated warnings of potential flood events on a 24/7 basis. Responsibility for maintaining and monitoring the weather alert system will fall to the Manger. A flood will be considered as pending when an official "watch" or "warning" is issued by the National Weather Service for any of the following: a. Flood b. Tropical Storm/Gale c. Hurricane 2. Procedures: The following procedures shall be followed during a pending flood event: a. Notification: When a potential flood event is publicly announced, the manager, will notify the assistant manager. b. Decision: the manager will assess the potential impact and timing of the flooding threat. Based on a consensus of the available other responsible parties, he /she will determine if implementation of the flood measures is necessary. c. Implementation: If implementation is mandated, the Manager will install the flood deterrent measures. d. Evacuation: Simultaneously, the Manager will coordinate the evacuation of staff from the facility. e. Confirmation: Upon completion of the implementation of the flood deterrent measures and the evacuation of the facility, the Manager will contact the Tybee Island Community Development Dept. f. Response Time: The Manager will consider the response time required to implement the flood prevention measures in determining the implementation. 3. Restoration of Standard Activities: Once a "watch" or "warning" has been lifted by the National Weather Service, the Manager may confirm the restoration of normal activities. The Manager will notify the Tenant that they can return to the facility and restart operations. The Manager will also instruct staff to remove the flood deterrent measures and return them to their proper storage. 3. ACTIVE FLOOD DETERRENT MEASURES The following outlines the physical flood deterrent measures that require installation of or action by the Owner's staff to put in place. These measures must be implemented in an emergency situation at the building. The flood deterrent measures have been set in place to create flood resistance throughout the building. 1. Doors: There are three exterior doors and one roll -up door that require flood - proofing measures. a. Aluminum Plates: There are custom fabricated aluminum plates fabricated to fit over each door opening. Each plate is permanently marked to indicate which door they fit and which way the plate faces (up, down, right, left). Each plate was fabricated from aluminum and weights approximately 50 pounds. Each will require one person to set into place. These plates are stored in the office area. b. Seals: Each pate is fitted with a neoprene seal. The seal is permanently attached to each plate. c. Bolts: Each plate will require bolts to install. All brackets shall be left connected to building. 2. Plumbing System: a. Domestic Water System: There is a main shut-off valve. The valve should be closed to the off position and locked during a flood event. 3. Electrical and Mechanical systems: All exterior electrical and mechanical systems are above flood plain elevation. 4. PASSIVE FLOOD DETERRENT MEASURES The following outlines physical flood deterrent measures that have been permanently set in place. While these require no action by the owner's staff during a potential flood event, they will require periodic maintenance and inspection to ensure their ongoing stability and functionality. 1. Architectural: a. Waterproofing: All masonry walls have been coated with a waterproofing system from below ground level to one foot (1') above flood elevation. The waterproofing surface is concealed by the exterior paint. b. Doors: Please see above door system. 2. Structural: a. Slab: N.A. 3. Plumbing Systems: All fittings in the flood- proofed rooms are equipped with water -tight collars to prevent water infiltration and seepage. The main water line is outfitted with a backflow preventer. 4. Mechanical and Electrical Systems: see above. 5. DUTIES Two members of the on-call maintenance staff will execute the following activities upon notification from the Manager: 1. Door protection: a. Go to office and locate necessary materials b. Locate the door panels c. Set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Water Shutdown: a. Verify all water valves are in the off position b. Locate the main shut-off valve on the right side (west) of building and shut off 3. Mechanical and Electrical Shutdown: a. Turn off all Mechanical equipment b. Set main disconnect in main power panel to OFF 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The manager partner or assign will require an annual inspection, maintenance and training as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be an annual routine inspection that these measures remain viable. The following is an inspection schedule for the flood deterrents. The reports should be filled out annually with the manager and filed at their home office. Every five years, the report, accompanied by the report of a registered structural engineer and the staff reports from the previous years, will be filed with a summary cover letter to the Tybee Island Community Development Dept., noting the condition and maintenance of the flood - proofing systems as outlined below. a. Doors Protection: i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered structural engineer should also inspect and report on the observed condition of the door protection system. ii. Seals. Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. iii. Bolts: Verify all bolts are present for all doors and properly stored. b. Waterproofing: On an annual basis, the owner will water down the stucco portion of the CMU wall and notice any water intrusion in to the building. Inspections should note any cracking, damage areas or loss adhesion. Every five years, a structural engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to determine if there are any defects or failures in the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks, settling, depressions or heave in the concrete slab and masonry walls. Every five years a structural engineer should also inspect and report on the observed condition of the slab and masonry walls. e. Plumbing Systems: i. Domestic Water System: Annually verify that all valves are in working condition. Any defects should be corrected immediately. ii. Fittings: Verify annually by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. 7. TRAINING On an annual basis, the Manager or assign will conduct a training session for all employees assigned to implement the flood - proofing measures. Tybee Island Community Development Dept. will be notified at least one week in advance of the training session. The session should include the following: a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. b. Review of the physical flood - proofing measures required to secure the structure. Review the components and processes required to install the active flood - proofing measures as well as an overview of the inactive measures already put in place. c. Review of the evacuation plan for staff associated with the facility. This should also include a review and confirmation of the alternate relocation sites and alternate travel routes. d. Review annual and five -year inspection and maintenance reports. e. Response Time: On an annual basis, the Manager will document and forward for review by the governing authorities the response times to implement the flood prevention measures. The response times will include travel time to and from installers' homes and time to notify that the measures have been put in place. Annual drills will be held to certify and update the response time. 8. SURVIVORSHIP The requirements and conditions of this document will be recorded by reference as part of the title to the property and shall ran with the land to all future owners and tenants. Any changes or modifications to this document require the review and consent of the Tybee Island Community Development Dept. Field Report To: BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOSOBELLSO UTH. NET City of Tybee 403 Butler Ave. Tybee Island, GA 31328 From: Mark Boswell Date: December 8, 2011 Visit: duration of construction Project: 407 First Street, Tybee Island, GA — Applepeel Properties, LLC, Tybee Island These are field observations with the flood proofing of the above - referenced project. A. Slab: N.A. — slab was existing B. Mechanicals: All exterior mechanicals are installed above flood elevation. Water heater tank was raised. Sewer system was installed with a back flow preventer. C. Concrete block wall: Waterproofing membrane was applied to the CMU wall to counteract water leakage during a flood. The CMU walls were inspected and accepted by my office. D. Flood panels: The flood panels were custom fabricated for each door location and numbered. Each panel is aluminum with neoprene gaskets, designed to resist the passage of water and withstand the lateral loads during a flood. The panel system is anchored to each door opening wall with threaded bolts. The panels are stored in the office area. The flood panels have been inspected by my office and are accepted. Please see attached executed Flood Proofing Certification letter. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Applepeel Properties, LLC Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 407 First Street Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Pt. lot 111, Ward One A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. N 32 deg 00.795 min Long. W 80 deq 50.637min A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n/a sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in d) Engineered flood openings? ❑ Yes ® No non - residential Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 CO213F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. El FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA Cl Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.3 ® feet b) Top of the next higher floor n /a. ® feet c) Bottom of the lowest horizontal structural member (V Zones only) n /a. ® feet d) Attached garage (top of slab) n /a. ® feet e) Lowest elevation of machinery or equipment servicing the building n /a. ® feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.7 g) Highest adjacent (finished) grade next to building (HAG) 10.1 h) Lowest adjacent grade at lowest elevation of deck or stairs, including n /a. structural support ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 S on ite C City Savannah, State GA ZIP Code 31405 Atur= ATMrr Signa FEMA Fo 81 -31, Mar 09 Date 7/12/11 Telephone 912 - 352 -0464 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the c sponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 407 First Street For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Sign- ure Date 7/12/11 ❑ Check here if attachments SECT E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 407 First Street Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIL Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View Jul 11, 2011 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 407 First Street Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View July 11, 2011 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program FLOODPROOFING CERTIFICATE FOR NON- RESIDENTIAL STRUCTURES 0.M.B. NO. 1660 -0008 Expires March 31, 2012 The floodproofing of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. BUILDING OWNER'S NAME Q,AR.21 E.. E%` ► Ro STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 40i as-c' SC OTHER DESCRIPTION (Lot and Block Numbers, etc.) FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER CITY it.6€t 15L D STATE ZIP CODE 44. 3132i SECTION I —FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER I 3 D S 1 C PANEL NUMBER a2 t SUFFIX DATE OF FIRM INDEX i- 2!e - 2. / . . o 8 FIRM ZONE 1 . 4 . E . - 1 1 BASE FLOOD ELEVATION (In AO Zones, Use Depth) I 1.00 SECTION II— FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: Building is floodproofed to an elevation of (2' 0 feet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is Z.0 feet. (NOTE: For insurance rating purposes, the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) SECTION III — CERTIFICATION (By a Registered Professional Engineer or Architect) Non - Residential Floodproofed Construction Certification: I certify that, based upon development and /or review of structural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any fal by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) t \Al2- t3OSiCt`. Pi- D 2i' 31 2-- TITLE COMPANY NAME E Pet N1zV..AP- ADDRESS ►a 3 1\\AcsE-.40 ' VC. 136w 1=.s 14N CITY STATE U1' 1t(ak 0- • ZIP CODE t4fo SIGNATURE DATE PHONE 12. -S -11 112 -511— V152_ Copies should be made of this Certificate for: 1) community official, 2) Insurance agent /company, and 3) building owner. FEMA Form 81 -65, Mar 09 REPLACES ALL PREVIOUS EDITIONS F -056 (3/09) FLOOD INSURANCE FLOODPROOFING CERTIFICATE FEMA FORM 81 -65 GENERAL —This information is provided pursuant to Public Law 96 -511 (the Paperwork Reduction Act of 1980, as amended), dated December 11, 1980, to allow the public to participate more fully and meaningfully in the Federal paperwork review process. AUTHORITY — Public Law 96 -511, amended; 44 U.S.C. 3507; and 5 CFR 1320 PAPERWORK BURDEN DISCLOSURE NOTICE — Public reporting burden for this data collection is estimated to average 3.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20472, Paperwork Reduction Project (1660- 0008). NOTE: Do not send your completed form to this address. BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3 1410 912 -897— 6932 LAHBOS @BELLSOUTH.NET RECEIVED .12 .1i December 8, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Carrie Efird Laundry Applepeel Properties 407 First Street Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved site plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos @bellsouth.net. Sincerely, Mark Boswell Dianne Otto From: Joe Wilson Sent: Tuesday, December 13, 2011 10:21 AM To: 'Downer Davis'; Dianne Otto Cc: Steele Knudson Subject: RE: laundry I concur. I'm good with it. From: Downer Davis [mailto:dkdbus @gmail.com] Sent: Tuesday, December 13, 2011 9:05 AM To: Dianne Otto Cc: Joe Wilson; Steele Knudson Subject: Re: laundry I overlooked the absence of this letter in my prior sign -off. With unusual projects that don't fit a normal permit flow, that's not surprising. I'm still good with closing this out. Downer On Tue, Dec 13, 2011 at 8:31 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Dear Downer and Joe, Attached is a site acceptance letter from Mark Boswell. This was attached to the Flood Operation Plan so I did not realize I had it until late yesterday. Joe, with the attached email regarding the tree mitigation being completed are you able to accept the site? Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Monday, December 12, 2011 3:28 PM To: Dianne Otto Cc: Joe Wilson Subject: Re: laundry The site appears to be compliant with the site work portion of the permit. The north side has been stabilized with open graded stone rather than the pine straw mulch I remember. However, under the current ordinances I believe this is allowed. Downer On Mon, Dec 12, 2011 at 10:40 AM, Dianne Otto <Dotto @cityoftybee.org> wrote: Downer and Joe, If there are no issues please document for the file your acceptance of the private laundry site, 407 First Street, as soon as possible. If there are any issues let me know so I can communicate them to the contractor. They are eager to closeout. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ............................................................................................. ............................... 2 ............................................................................................. ............................... This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Forwarded message From: Dianne Otto <Dotto @cityoftybee.org> To: Joe Wilson <jwilson @cityoftybee.org> Cc: Steele Knudson <sknudson( cityoftybee.org>, Downer Davis <dkdbus @gmail.com> Date: Mon, 12 Dec 2011 15:38:28 -0500 Subject: RE: laundry Joe - The required mitigation was replanting 1 tree to bring the density up to the required 1 per 1,500 square feet. Per Steele, that has been completed. The file has been closed. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Joe Wilson Sent: Monday, December 12, 2011 3:17 PM To: Dianne Otto; Downer Davis Subject: RE: laundry What was the mitigation for the tree removals ? From: Dianne Otto Sent: Monday, December 12, 2011 10:40 AM To: Downer Davis; Joe Wilson Subject: laundry 3 Downer and Joe, If there are no issues please document for the file your acceptance of the private laundry site, 407 First Street, as soon as possible. If there are any issues let me know so I can communicate them to the contractor. They are eager to closeout. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 4 Dianne Otto From: Shirley Sessions [ssessions @uwce.org] Sent: Saturday, October 29, 2011 9:41 AM To: Steele Knudson; 'Bubba Hughes' Cc: Diane Schleicher; Dianne Otto; Dana Braun Subject: RE: Laundry facility on Butler Steele, I appreciate your meeting with Carrie and working out a solution for this site. Also, thanks Diane for your support in resolving this matter. During my brief interaction with Carrie she has been very complimentary to Diane O. and others at the city for helping with this problem. Realizing that you are in a position that often quite difficult, I know that you'll continue learning the community, the codes and the value of your staff in working together. Sincerely, Shirley From: Steele Knudson [sknudson @cityoftybee.org] Sent: Friday, October 28, 2011 3:26 PM To: 'Bubba Hughes'; Shirley Sessions Cc: Diane Schleicher; Dianne Otto; Dana Braun Subject: RE: Laundry facility on Butler I just met with Carrie. We will not require a new site plan. The tanks will be located on the east end of the building on an existing slab. I am going over the tree ordinance to determine what requirements need to be met after the removal of two palms. Original Message From: Bubba Hughes [mailto:BHughes @cbrhlaw.com] Sent: Friday, October 28, 2011 1:57 PM To: Shirley Sessions Cc: Diane Schleicher; Steele Knudson; Dianne Otto; Dana Braun Subject: Re: Laundry facility on Butler Hello all. Is this covered or should I call Carrie? Thanks Sent from my iPhone On Oct 28, 2011, at 10:22 AM, "Shirley Sessions" <ssessions @uwce.org> wrote: > Bubba, > 1 > Thanks for taking the time to reply to this while out of town. I discussed this briefly with Diane yesterday and we both agreed that at the very least, contacting Carrie or stopping by the site and letting her know something today is crucial - given the timeline for future planning. > > Hopefully you and Diane /Steele have, or will have, an opportunity to deal with this and engage Carrie in a conversation and direction today. > > All the best, > Shirley > > From: Bubba Hughes [BHughes @cbrhlaw.com] > Sent: Thursday, October 27, 2011 12:29 PM > To: Shirley Sessions; Diane Schleicher > Cc: sknudson @cityoftybee.org; dotto @cityoftybee.org; Dana Braun > Subject: RE: Laundry facility on Butler > > I am somewhat familiar with this as I received an email exchange after I left. It did not include drawings though so I could better understand what is going on but in essence since the site plan was approved, the decision was made to change the location of propane tanks onto an existing slab that was not known to be present when the plan was originally submitted. There was a slab to be installed for the tanks on the other side of the building but that has changed.That change does represent an exterior change on the structure which under the ordinance would usually call for s revised site plan to go through the process. It was not clear to me whether the originally intended slab - which I think there was to be built, will not now be built & if not whether that makes a difference to the requirement.I know Carrie feels that the revised plan is of lesser impact to neighbors & she may be correct but neighbors could disagree & I would not really be in a position to assess that without a diagram or something. I do not think the ordinance exempts that technically even if that is the case. > Basically, I was hoping to be able to address this when I got back & told Dana I would & did not seek further details from Steele or Dianne. I will be glad to call Steele/ Dianne & get a better understanding & give my thoughts at that time. > > Thanks > > Bubba > > Original Message > From: Shirley Sessions [mailto:ssessions @uwce.org] > Sent: Thursday, October 27, 2011 12:05 PM > To: Shirley Sessions; Bubba Hughes; Diane Schleicher > Cc: sknudson @cityoftybee.org; dotto @cityoftybee.org; Dana Braun > Subject: RE: Laundry facility on Butler > > Dana > > I'm copying you on this as a courtesy and if you are familiar with the matter, please feel free to weigh in! > > From: Shirley Sessions > Sent: Thursday, October 27, 2011 12:03 PM > To: bhughes @cbrhlaw.com; Diane Schleicher > Cc: sknudson @cityoftybee.org; dotto @cityoftybee.org > Subject: Laundry facility on Butler > > Hi Diane, > 2 > It has come to my attention that the facility on Butler and Jones (Carrie & Amy's business) is in a holding pattern. As I understand the situation in question, the owners are awaiting to hear from the city on specific ordinance language that requires them to pay additional fees to locate temporary propane tanks for operational needs. > > Based on the details that I have pried into, it would appear that we owe an answer to them ASAP - I should think tomorrow (Friday) would be a reasonable time to resolve this since it seemingly has been going on for a month? > > In situations like this doesn't our planning /zoning director go on site to discuss, and help plan or resolve these types of issues? Has this happened? > > Many thanks for your attention to this matter. > > Shirley ****************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e- mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ****************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** 3 WHITE RIVER ROCKS TO BE OPEN GRADED WITH A MINIMUM SIZE EQUAL TO OR LARGER THAN #57 STONE WITH NO FINES PLACE DIRECTLY ON EXT'G GRADE \-EXTG SLAB- 4' -10" 4 - 120 GALLON PROPANE TANKS - NEW TANKS TO BE SUPPORTED BY EXISTING PAD APPROVED BY TANK SUPPLIER AND ANCHORED TO GROUND BY ONE CABLE AND TWO SCREW IN GROUND ANCHORS - OR APPROVED EQUAL (0) REMOVE CONC. DRIVE AS REQUIRED FOR NEW CONCRETE DRIVE APRON. FIELD VERIFY. r0 --7,c r rev4s,t o.lS 2" WATER METER AND PREVENTER IN VAULT NEW 2" PE WATER EXT'G SS LATERAL 4" GATE VALVE AND BOX PL, ON IN GR FIT PR EIE City of'..,.aee Island • Community Develw __ent Dept. Inspection Report 403 Butter Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No 1 I 0 5- S Owner's Name ,pp \e e t( 1'r3p . ff Gen. Contractor \A/ h. t I O LA-i 23y1$. Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor fi1 r . L. 13 305" 12_-x_ )2 -g -II INTERNATIONAL CODE COUNCIL MEMBER r 5-+ . e ! k5 2 t485• (I 0 r U-- -t- 4- 0 prVQ '#e./ Q U h of Inspector Inspection n I e 1 e G✓ , � =` ,J A-11 0>� i ,._.liu I Y? / 1-1 r-1 1 fA-1- n �i c. 1 N16 1M(11'k -k. ij6 ■) OIL 1_ /J tj ► �' �. 1: 1 0117.(,,. /1is =• Date of Inspection 1 Z.- Inspection °A A •i2- Inspection F: 0.t Inspection MEN Pass ❑ Fail OF I I jn �� C� ✓' %ti" na.\ NIt 13 -_ ['J -1) 1 Pass it Pass 1f' Fai-E� 1 Fee F e Fee Pass ❑ Fail I I ) , Fee IL \ ti)) City of 1_ Island • Community Develop. nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 iaiii IN`ERNAT!ONP CODE COUNCIL` MEMBER Permit No. /1- ())-5-. Date Requested /L -1, Owner's Name 4/37//:/),C-.:,E./ Yip . Date Needed /Z L/ 1 Gen. Contractor Al 71t 1 nk -/ Subcontractor Contact Information iii -c: 3/ 3 - 71u 5 Project Address ''7 f E,ZS J *`;-/. Scope of Work (7c/Ja-c4Z, -Fv . - i/4-47t. 41-71,J Inspector 1/4 Date of Inspection /• 1 Inspection r„.)(31 / l`%z1' - Pass E` Fail ` Fee Inspection /G Pass _Or ; ❑ Fee Inspection )1 P6 1::-.J4 ! - Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee CHATHAM COUNTY D UIRE TMENT OF BUILDING SAFET ,- REGULATORY SERVICES SAFETY INSPECTION DIVIS, FOR THE CITY OF TYBEE ISLAND YEAR OF APPROVED DISAPPROVED You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced structure, and further requiring that you, as owner, agent or person in charge of structure, shall have days to complete specified repairs or improvements. Owner /�t���:7 / / 2 7.7t / .$ - Educational Day Care Residential Hazardous DATE / 2/// Business Phone Occupant Load Name of Facility Address L 07 Occupancy: 1. Number of Exit Doors 2. Blocked 3. Exit Sign 4. Emergency Lights 5. Panic Hardware 6. Self- Closing Device 7. Fire Alarm 8. Smoke/Heat Detectors 9. Sprinkler System 10. Standpipe Assembly are Home Mercantile Storage Factory 2--- Locked OK ✓� Good Unsatisfactory Good Unsatisfactory Good Unsatisfactory Good Unsatisfact ry Yes No V Yes No )( Yes No Yes No 101 -SEC 5 101 -SEC 5 NA 101 -SEC 5 NA 101 -SEC 5 NA 101 -SEC 5 NA NA NFPA 72 NA NFPA 73 NA NFPA 13 NA ,< NFPA 13 NFPA 10 NFPA 10 NFPA 96 '$ 11. Number of Fire Extinguishers Proper Type? Inspected/Charged Yes No NA 12. Fixed Hood System Yes No ✓ NA 13. Date of Last Service n)lfl (REQUIRED EVERY 6 MONTHS) 14. Electrical Good ✓ Fair Unsatisfactory 15. Overloaded Sockets /Outlets Yes No 16. Missing Electrical Covers Yes ■ No 17. Other (explain) NFPA 70 NFPA 70 NFPA 70 18. Excessive Storage of Combustibles Yes No - NFPA 30 List Details YJ 7:-1L....w 7th4-0 IX. i..:i\ Q4—` +. �-- J i N,�G -,= r3 .,....Y l�cv: , wU i3 j The signature below of Owner, Occupant, Agent, signifies Insp , as made. Owner /Occupant/Agent Signature / /tham County Fire Marshall C:\Documents and Settings\coastatVlocal Settings\Temporary Internet Fes \Content.IES\119AI391\ Fire %20lnspection %20Form(1].doc City of _iee Island • Community Develop....ynt Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No. //-1)44 Owner's Name Gen. Contractor 1 Contact Information; Li ' L . Project Address 46 7 ; , 1 S ed.-7Z- / Scope of Work,n // fit f' J Inspector '1/0 Date Requested Date Needed Subcontractor , 5 Inspection Inspection lbw* INTERNAPONAL CODE COUNCIL MEMBER Date of Inspection / J,41- Pass Fee Pass ❑ Fail EJ Fee Inspection - Pass Fee Inspection Pass ❑ Fail ❑ Fee City of 1,..iee Island • Community Develop...ant Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNAT @NAL MUM: MEMBER Permit No. \ - 0 5 S Lo Date Requested H-\5"-"d Owner's Name Au\ Z'i�k.a -\ Date Needed l I - 1 t0 - ( t 1 t:l G en. Contractor � h �\OW C,n St • Subcontractor Qr'1/41 \- ASP S J r� • ns Contact Information - f...,1 -4 -= iCJr= . 4 1 - 3 2).3 Project Address 4 01 c, f S4 .1- Scope of Work (� 1 n J €X i a1 C I Q n ci r1 Inspector Date of Inspection Inspection Pass Fail EI F Z004 r"--)T.,: Inspection Pass (""j Fail El Fee Inspection Pass El Fail EJ Fee Inspection Pass ❑ Fail ❑ Fee City of • .,ee Island • Community Develop...ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER I -05�� ' L- Permit No. Date Requested y': - ;{ . 1 Owner's Name A\d Date Needed 1 1 - 1 5* -- 1 1 � QO?54. Gen. Contractor \ j h , Ot Subcontractor "PIv/n : ,, Contact Information as- c aS l\ 2-3833 Project Address 9- (f) ; C 5 S4-. Scope of Work 0- 0 I^ V er-}- 4" 0 r-, V Q 't-eJ \ounar, Inspector %/ I Date of Inspection /7 ` Orti. Inspection (36:5 \ J S\ 1 n Pass El Fail p z) Yt1,.aJL',54 %,ir it VI Cf: Inspection Pass ❑ Fail Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee /1(/ \ ;:V t- NO T, 10 0 J otk City of 'i ,ee Island • Community Develop. int Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. //--U 30 a r^ it� INTERNATIONAL CODE COUNCIL MEMBER __,' 2 Date Requested /-12 /7/ Owner's Name /.i i/" / 7 J Date Needed i ‘- - 1 1 Gen. Contractor /V,� // f Li] Subcontractor Contact Information iti:/-1-: !/ 5 ' %:�S Project Address 47,-,/ j I 1 %" �7' f Scope of Work Z-",) Inspector 'T I/1 Date of Inspection, Inspection �' "-- L�'.J Pass F • Fee Inspection Pass ❑ Fail LJ Fee Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee " C i t y o f _ . e e I s l a n d " C o m m u n i t y D e v e l o p . . n t D e p t . I n s p e c t i o n R e p o r t 4 0 3 B u t l e r A v e . " P . O . B o x 2 7 4 9 " T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e 9 1 2 . 7 8 6 . 4 5 7 3 e x t . 1 1 4 " F a x 9 1 2 . 7 8 6 . 9 5 3 9 s i n i t t k M E � N A T I O N , A L C O D E C O U N C I L M E M B E R P e r m i t N o . D a t e R e q u e s t e d O w n e r ' s N a m e D a t e N e e d e d G e n . C o n t r a c t o r S u b c o n t r a c t o r C o n t a c t I n f o r m a t i o n P r o j e c t A d d r e s s S c o p e o f W o r k T - ���� / 1 I n s p e c t o r D a t e o f I n s p e c t i o n I n s p e c t i o n = _ P a s s Q' F a i l 0 A L L I n s p e c t i o n P a s s Q' F a i l Q' F e e I n s p e c t i o n P a s s E l F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e City of . aee Island • Community Develoi,..,ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 rallZra INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection ..s Inspection Pass Q �.� 1 ❑ Fee Inspection Pass ("7 Fail © Fee l ma ■z4 Inspection Pass Fail r1 Fee Inspection Pass Fail ❑ Fee City of Ty nee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. 1L05.5-(0 ralltrit I TERNATIONAL CODE COUNCIL MEMBER Date Requested 1 CD-- 2 I- E 1 Owner's Name App.e.? e. 0 — 2 - 1 I Date Needed � Gen. Contractor \ o..v (on Subcontractor .� 0.r !-1 d sit S P1 N, Contact Information 0\r` 2 - 3 3 Project Address Li 0-1 ? r . 1 Scope of Work r n r V e 4-a r, L/ o I a v,. j r- Inspector 7/ -' Date of Inspection / / `S it Inspection i J J 3 -. ' J IN^ .4 c' Pass D Fail 0 t, I'll _) --\- -i-- - -,-_-_.7- E-pro„--1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 10 -4 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP CITY OF TYBEE ISLAND BUILDING PERMIT CONVERT TO PRIVATE LAUNDRY 407 FIRST ST APPLEPEEL PROPERTIES LLP PO BOX 402 TYBEE ISLAND GA 31328 912 - 695 -5853 WHITLOW CONSTRUCTION CO INC 142 DRUID CIRCLE SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $2,225.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $40,000.00 PERMIT #: 110556 TOTAL BALANCE DUE: $2,225.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT C 1 1 0 a Location: / 71; r:S NAME ADDRESS PIN # TELEPHONE Owner fJ% Vie( t, i 5 LLf WO 7 E30 cis - -e-e Zs , 3/Y20 7.8(,-SG5 -3 Architect or Engineer t<S`y? f / , ,IQs /� Sevv,c „ �yyh 7- 3 %U ssC Ear: SA_ ►.K.nr.1�A a 3/51/ v iCJ 7- 69 32 Building Contractor li(/%r ,7"-/ow , /2014 5 71rvL/7ai-. 327 v-- . S 5cW"4-Nk��, -e4- ?/Y )/ c-fcE7 _ , k-fU 9 (Check all that apply) ❑ Repair Renovation Minor Addition ❑ Substantial Addition ❑ Other ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi - Family ® Commercial n Footprint Changes ❑ Discovery ❑ Demolition Details of Project: / °(o C►'�t`(�'�io � S � ,t/ SL ll �K f�t� 4,-, S 7", ` fi t a = ( ) d i n m e . te-1 4'ten Vr7 Estimated Cost of Construction: $ 6 Q U Construction Type q (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units / # Bedrooms # Bathrooms f Lot Area 0. Living space to l sq. ft.) //6 # Off - street parking spaces 0 Trees located & listed on site plan Access: Driveway 2 7 ft.) With culvert? dJ© With Swale? N ° Setbacks: Front /4- Rear 44 7 Sides (L) /O (R) /a # Stories ( Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: i On -site restroom facilities will be provided through y S 6' 5 On -site waste and debris containers will be proy. I'de by J�li, j�� �v Construction debris will be disposed by 4rt4(,Qti, -/c4 c/ovby means of /D // crtrC of of f � I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: / Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? NFIP Flood Zone FEMA Certification attached State Energy Code Affidavit attached Existing Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager 'F're 1)Qp4. FEES, 2 Permit Inspections 120 Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: //www.epa.govAead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use.lead -s. - work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. FYOU'R NOT EAD-SAFE CERTIFIED, ISTURBING JUST SIX SQUARE FEET COULD COST YOU BIG TI . re Printed Name Date DCPT. OE NATURAL RESOURCES Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Printed Name Date Office Use Only: Project Address: Permit Number: June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ field manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to 112, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer ure bf (D�1ner /Contractor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: L/ /(0-i Project I.D.: Attachments approved by: Date: Chatham County Board of Assessors: ' -11 Property Record Card 4- 0003 -14 -01 " Page 1 of 2011 Chatham County Board of Assessors Property Record Card 4- 0003 -14 -01 407 1ST ST TYBEE ISLAN[ CAMA ASMT 88,900 88,900 LAND 1 75,000 75,000 BLDG 1 OBXF C 163,900 163,900 Cost - MS APPRAISER LALOWRIM LOT 111 WD 1 TYBEE ISLAND ISLAND SAVANNAH BEACH LAST INSP 04/24/2010 APPR ZONE 000008 SHARER SCOTT R & SANDRA J PO BOX 2226 TYBEE ISLAND GA 31328 -2226 SALES BOOK/ INS VI QU RSN PRICE PAGE 12 Sep 1996 181A 467 WD I Q QS 80,000, GRANTOR:POST,BETTY L. GRANTEE:SHARER, SCOTT & SANDRA 26 Jun 1992 154V 510 WD I Q 69,900 GR4NTOR:BROAS,VALERIE G& MICHAEL GRANTEE:POST,BETTY L. 26 Jun 1986 130U 134 WD I Q 42,000 GRANTOR:BROWN,JAMES C. GRANTEE:BROAS,VALERIE G.& MICHAEL PERMITS TYPE DATE 090387 GM 090466 GM 99 -00040 RN AMOUNT 15 Dec 2009 Insp 300 15 Dec 2009 Insp 3,885 16 Feb 1999 Issued 20,000 COMMENTS: 10 Feb 2010 22 Sep 2006 22 May 2003 14 Dec 2001 22 Dec 2000 06 Nov 2000 2010- PROPERTY REVIEWED FOR PERMIT ACTIVITY; NEW ROOF; NVC; LAL 2007, PROPERTY REVIEWED, LAL 2003, LAND REVIEW. 2002, HCC, LAND VALUE UPDATE. 12/22/00 BOE'00 NSNC $85,000. 2001, HCC, PROPERTY REVIEWED. [Click for larger picture] LAND ID# USE DESC FRONT DEPTH UNITS /TYPE '108829 MISC OFFICE 110 21 2,310.00 -SF CODES PROPERTY 0002 COMMERCIAL USE !UTA NBHD 0004 Tybee Island 020500.00 T500 TYBEE TO BULL R 'EXEMPTIONS COMMCATEG 2000 MISC OFFICE HISTORY 2011 2010 12009 ;2008 2007 '2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 1994 1993 1992 LAND IMPR TOTAL 88,900 75,000 163,900 Came 88,900 75,000 163,900 Cam 121,500 164,500 286,000 Over 121,500 164,500 286,000 CamE 121,500 164,500 286,000 Came 121,500 71,500 193,000 Cam 81,000 71,500 152,500 Cam 37,000 69,000 106,000 Cam 37,000 69,000 106,000 Ca m< 85,000 85,000 Over 85,000 85,000 Over 85,000 A/C 14,440 33,090 47,530 Over 14,440 33,090 47,530 Over 14,440 33,090 47,530 Over 11,550 33,090 44,640 Over 11,550 33,090 44,640 Over 11,550 33,090 44,640 Over 11,550 33,090 44,640 Over 11,550 33,090 44,640 Over PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 35.00 C2A 88900 httn: // boa .chathamcountv_orn /DesktonModul es/ ChathamCountv / BoardofAssessors /PronertvRecordCard.asn... 9/19/20 Chatham County Board of Assessors: —11 Property Record Card 4- 0003 -14 -01 - Page 2 of 2011 Chatham County Board of Assessors 4- 0003 -14 -01 Property Record Card 407 1ST ST TYBEE ISLAN[ BUILDING SECTION !CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL 84620 -1 Commercial 108,213 1971 1986 MS 23.00 0.00 0.00 0.00 23.00 83,324 .90 74,991 w' [Click for larger picture] "COMMUNICATION DESIGN GROUP" 1ST STUCCO ON CONCRETE BLOCK OFFICE BLDG. PKG SYSTEM ON ROOF. AREA 1170 STORIES 1.0 PERIMETER / SHAPE 206 [OCCUPANCIES AREA % CLASS HEIGHT QUAL 344 Office Building 1170 100.00 C 8.00 2.00 COMPONENTS Units % QUAL , C2 611 Package Unit 100.00 C1 892 Stud - Stucco 100.00 http: // boa. chathamcounty. org/DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard. asp... 9/19/20 "What is Ozone?' c'tiClean L7mne Laundry System Ozone is oxygen (02) with an extra atom of oxygen attached , thus forming 03. Ozone is formed naturally during a lightning storm. The creation of Ozone is nature's way of purifying the atmosphere, and is what gives clothesline dried linen that "Fresh air" smell. Ozone is an extremely effective sanitizing and disinfecting agent. In fact, Ozone kills bacteria faster than chlorine. Most new water treatment plants are treated with Ozone instead of Chlorine. Ever notice that bottled water tastes and smells much better than regular tap water? That is because bottled water is often purified with ozone instead of chlorine. The bad taste and smell in your tap water, is nothing more than residual chlorine. "How does Ozone work in a Laundry?' OZONE carries an electrical /chemical charge in the wash- ing solution, which actually starts to dissolve soil on con- tact. This process activates the chemicals in cold water in- stead of using hot water at 140 -160 degrees. Sanitizing of your linen is equal to stan- dard laundry procedures. The Experts at ArtiClean have built and installed Ozone Laundry Systems for over 10 Years. Ozone Laundry gives you several advantages over standard laundry practice& Longer Linen Life Did you know that when chlorine bleach and extremely hot water are mixed together, a chemical reaction occurs that actually damages the fibers of linen? With Ozone, this chemical reaction is eliminated. Our customers have reported that their linen life has increased by 30% or Major Reduction in Natural Gas Cost $3,000.00 - Approximately half the Natural Gas consumption used in the $2,500.00 - laundry is for heating water. The - other half is used in drying the $2,000.00 linen. ArtiClean can eliminate $1,500.00 - 90% or more of your hot water usage. $1,000.00 - Some facilities have turned their $500.00 - hot water heaters off! $0.00 Monthly Natural Gas Consumption An average 100 bed nursing home could save a minimum of $1,200 per month on their utility bills. Faster Fill Rates Pre -Ozone Post Ozone Actual Case Study - Standard Laundry vs. ArtiClean Ozone Laundry ❑ January • Febuary ❑ March ❑ April • May ❑June 10 July ❑August II September • October ❑ November ❑ December ArtiClean Ozone Laundry Systems utilize an extra large Ozone- Resistant water valve to fill your washers. These valves work separately from your existing fill valves, and in most cases will fill your washers in half the normal fill time. This saves you time, which in turn Saves You Money! Shorter Wash Cycles Under normal laundry conditions, the "Cleaning window" of a wash cycle is only during the Detergent and Bleach steps. This Cleaning window is usually 1/3 of the total wash cycle time. With ArtiClean, the entire wash cycle is the cleaning window... When your washer fills with water, in most cases, it is Cold - Ozonated water. This means that every time your washer fills (most wash cycles fill at least 5 times), it is getting a fresh dose of Ozonated water. This in effect makes the "Cleaning Window" the entire cycle. By lengthening the cleaning window, we are able to shorten the entire cycle by as much as 20 %. "What does this do for me?' 20% faster wash cycles mean the possibility of running your laundry 20% fewer hours per day... week...year! ! ! Shorter Drying Times Ozone actually penetrates the fibers of your linen. This is evident in the thicker, fluffier towels that are dried after being ozonated. The ozone helps to release moisture in the dryers or on a flatwork ironer, thus creating much faster drying times as well. In most cases, drying time has de- creased by 20 %. This decrease in drying times also reduces gas consumption in the dryers by up to 20% Whiter, Softer, Sanitized, Fresher Smelling, and Longer Lasting Linen = Huge Savings System Specifications Model AW120 AW250 AW500 Rated Washer Capacity 120 Ibs 250 -300 Lbs 500 -600 Lbs Maximum Flow Rate 16 Gal /Minute 32 Gal/Minute 55 Gal /Minute Water Inlet 1 Inch NPT 1 1/2 Inch NPT 2 Inch NPT Ozone Water Outlet 1 Inch NPT 1 1/2 Inch NPT 2 Inch NPT Ozone Generator PB -10 PB -20 PB -50 Oxygen Concentrator Topaz Topaz Topaz Ozone Destruct 25 SCFH 25 SCFH 25 SCFH Standard Voltage 115/60/1 115/60/1 115/60/1 Rated Amperage 20 20 20 Systems include: 4hretiPispri em *Complete Ozone laundry system - wall mounted unit *Backflow Preventor /Check Valve *Plasmatics Industrial Ozone Generator *AirSep Topaz - Oxygen Concentrator *Mazzei - Venturi Injector *Stainless Steel Liquid Filled Pressure Gauges *Stainless Steel Check Valves *Schedule 80 PVC Piping and Fittings *Ozone Degassing Chamber *Clear Air Relief Valve *Clear Liquid Drainer *Viton Seals *Union Ball Valves *ORP Monitor and Probe *Stainless Steel Ozone Destruct System BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912- 897 -6932 LAHBOS@BELLSOUTH.NET September 27, 2011 Gregory Anderson Chatham County Inspections /Permitting RE: New Laundry Facility 407 First Street Applepeel Properties, LLP Tybee Island, Georgia Gregory, Please find enclosed 2 sets of revised plans for the above referenced project as well as responses to your comments and also responses to the Mechanical review as shown below : Mechanical No Response 1. Added CFM to note on Al — model number shows on note 3 on same sheet. 2. Make up air is not mechanical but a slotted lovre as sized by dryer equipment supplier. General 1. P1 and P2 indicates the tie from the trench to the main sanitary line. 2. Labled trench drain on P1 and P2. 3. P -trap added to trench drain on P2. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e -mail us at lahbos @bellsouth.net or fax to 897 -2287. Sincerely, iY\ a...9- i an -.9-Q -- Mark Boswell Opt PH N 091 =p pm 00t PAW 111101. MD WIMPY, MIMI 1.1 TIM Aa Oa/6 ~NM�0p . NOVA TO OOt ax M. 100 /d)l El VIM ® in ww aw f`1. aim a I. I�I�Ir EEE2'li� 1��r1.1'r11� L Sd h h ReogIl6y Area Folds* Ares MOMS Trl 00.■1101 1 NY Lawn Racia ` -- WWI wow !Mil EMI Wash / Dry lawns MM. age. wow N1aRn u0 wi sem Proposal Maw Min cMa W'ti'd Dry Frothy Door d Drill c1A rut N•Y aNMO ,•_e -A i® IUII M. LR.I.ER VENUE 60' R/W r■ PLAT OF THE NORTHERN PORTION OF LOT 111, WARD NO. 1, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA aa�MINI MOWN FOR: APPLEPEEL PROPEERTIES, LLP ROAM MOD MOSS EM MA MT, M Mt OMER ROOM w17 MUCK M � fr a -M •10117.7.. MAIM TO MOM. M. 0070 ORAL MOE I01 010 NMI TOM MoMJIm Omwr A MOM DOOM YM•l17 ICS A 17•71. /MIT IC Oomr- Ip AWal 1177 Ialm[ AM POL. S1171010.. MON NI 1171.1171 WW1, ammo S1ROM Ooh aWnmr IITIL rr! AS MOM 10 SI PAW= 115.1° TV a IMlmw m mIYrO MST MOP MOB • AY. OTIMINY 11E WT M. MS NUL fl WF4nm r Al a m0w.7 117112 NodbelemWm sum ve-f-er LOW NlmlO -tls mM•O WAND A 1'd MR MOW RCM R.001 MOP PESKY MOT 1 ;7 7 M171E ROOM TSB. M. A p-O 07/0ASOK rum our TO .`1.11n76`1`,,LEZT41AA7,7v1,` AT LATEI.O.L NEvo 7' PE vIATEP CONNECT NOV WATER LATERAL TO '',.glirVALV"IN't'AZI'Olrg 7.71TetrW"EAATZ rA.CPIEtV11-9V ZOTISrlYCli OGY Or.r P.EPCMO TOOL rIEWELLIATTNI=CIST° TO E`,1,40.1:1WfOgl,.'""" X /mow P1S21111 ES NI 1111 IF SPECIAL GUTTER AND DOWNSPOUT NOTES : I PLACE GUTTER ON EXISTING BUILDING IN AREA ABOVE NEW LP TANKS AND ROUT TO THE WEST TO THE CORNER OF THE ROOF 2 NEW DOWNSPOUT ISTO BE PUCE:, AT END OF G,TER AT CORNER OF ROOF AND 1ST° BE PLACED ASTO DIRECT ROOF RUN•OFF TO THE WEST TO THE EXISTING RIG, OF WAY r HIGHWAY 60 SITE PLAN : NOT TO SCALE ROM Pt.VN Dry Proofin Door 5h ela Detati NOT TO SCALE APP, Si./.13alt NYOPO-STOD / WM. cuviu TO 1. AWE now PLAIN r■P -1.111-;E:0 . . — • . " 1 . r.(!..-.,.'P ...... ...._. ..,. _ .. • :,..e,:,',..- - . i i .' ,--2j.,—.,...• - i . , 1: ( „ CI MY 111 All , ',,,-.7 - 1 ,,, - ri,f-' I 'L-11_ ""-.°;.:',-•:::i; S'I ANI /ARS Cl/0,1M, (MON 2” E (*1 IL l'irjr OR FRALL11 WATR YAP/F DUIAI ' Fia.,".".:"FL ,:;,.?:::-- . . • • ,....-..t.,0,....,::L.,..,....-.,-. • :, ST`I.:.:::.Y.,..- "" Y ',. , ■ ' Er:, -7`. • :__ —1= .. ., —.....,, RUARD OAS 00IX11 - .. . f4 ) ).! .,•,—„; SF 1 A A T., if. i, A,, . • . ■IL , . I ' . ', ..Z:: ..;';-- ati IANSARD 0 ((0 .1,I _ : 00fhlt -N:LIL ri 1, w, o RACK-111JY I AU .1 ht1" . .. ' ',.•'' ..„ t, , , I/ . 14,1K1 : ..,,J,, • p..__ v, 1.0Nro.Cri..ri nErmi I'''. a VA IVE MAP:ROLF FOR4". IF I.Arl T VALVES .-- 0,1 ( 0,1,1111 111110 111'1 111 101'11 AI, 1011101. 1111 11* 0011.11 t,IOLEIL A; ('11101 (11101, A I INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 PHONE (912) 786 -4573 CARRIE EFIRD APPLEPEEL PROPERTIES LLP PO BOX 402 TYBEE ISLAND GA 31328 ITEM DESCRIPTION ENGINEERING REVIEW CHARGE DETAIL UNITS 0.00 ENGINEERING SERVICES 407 FIRST ST CUSTOMER# INVOICE# INVOICE DATE DUE DATE P.O. # : 02 -2046 : 201109141541 . 9/14/2011 . 9/29/2011 TYPE PRICE 0.00 AMOUNT 437.50 A * * ** *THANK YOU * * * ** TOTAL DUE : 437.50 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net INVOICE September 8, 2011 Invoice #21102701 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 211027 Efird Laundry aft; 'c 77 08 -02 -11 0.25 Review of Bldg plans and site plat n.c. Site visit 0.50 Met w' Carrie at City Hall 09 -02 -11 0.75 Site plan review & comment letter 2100270B 09 -06 -11 0.25 Plan review at CH w /Engineer 09 -06 -11 0.50 Floodproofing review 09 -06 -11 0.25 Rereview of floodproofing of sewer and concurrence 2.50 hours @ $175 /hour = $437.50 Total Due This Invoice 9- /14-1( —�-9 Pic f) Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, September 08, 2011 8:30 AM To: Mark Boswell Cc: Dianne Otto Subject: Re: carrie efird laundry Bring hard copies, signed & sealed to Diane, and I'll concur. Downer On Thu, Sep 8, 2011 at 8:12 AM, Mark Boswell <lahbos @bellsouth.net> wrote: Please review pdf and response letter. If ya'II are happy with these then I will sign And deliver hard copy and all will be well. Thanks Bos 1 September 8, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 RE: Diane, BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOS@BELLSO UTH. NET Carrie Efird Laundry Applepeel Properties, LLC 407 Highway 80 Tybee Island, Georgia Please find enclosed two copies of the revised plans to comply to flood protection review as well as responses to comments as shown below : No. Response 1. Have complied — added swing check with a reference for gasket, etc. 2. Have complied — added C.O. adjacent to and downstream from swing check. 2a. added gate valve downstream of swing check and C.O. 3. Did not add sump pump — due to small nature of this project and flood protection in the form of gate valve, swing check, and exterior protection, we do not agree this pump should be necessary. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e -mail to lahbos @bellsouth.net or fax to 897 -2287. Sincerely, Mark Boswell DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31 Tel. (912) 355 -7262 Fax (912) 352 -7787 September 6, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 BY: RE: 211027 Effird Laundry Dear Ms. Otto: My previous comments were addressed. As you have advised that I am to address the flood proofing compliance matter outside of the building, I offer the following comments: Per FEMA 102 FLOODPROOFING NON - RESIDENTIAL STRUCTURES (May 1986) on page 100 "The valve should be selected to accommodate grit and other materials that could lodge in it." The valve should be specified. It appears from the detail on page 102, that a cleanout is required adjacent to and on the downstream side of the check valve is a swing —check valve is called for. "Sump pumps to handle any leakage should be provided." As this would be inside the building, I leave this matter to others. FEMA 348 PROTECTING BUILDING UTILITIES FROM FLOOD DAMAGE (November 1999) in 3.4 Sewage Management Systems Reference is made to grit being a potential problem for the check valve. From page 3.4 -19: "For the best protection against sewage backup, a combination of a check valve and a gate valve should be installed, as shown in Figure 3.4.4B. The operation of a check valve can be impaired by the accumulation of debris at the valve opening; while a gate valve is less likely to be affected by debris. With a combination of the two types of valves in use, backed -up sewage would shut the check valve automatically. Then, closing the gate valve either manually or electrically can seal the pipe." Based on my knowledge, I recommend the Owner add a gate valve downstream of the gate valve as shown in Figure 3.4.4B. Due to the size of the project and service lateral, two valve boxes may eliminate the need for a manhole as shown in Figure 3.4.4B. All valves, check or gate should be specified due to the grit concerns. Please advise if you have any questions regarding these comments. Sincerely, Downer K. Davis, Jr., P.E. President 2110270C cc: - (a e rlr1a \ cl 40 15 °SWe l 7 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, September 06, 2011 9:56 PM To: Dianne Otto Cc: lahbos @bellsouth.net Subject: Re: FW: Effird laundry floodproofing My responses are in green On Tue, Sep 6, 2011 at 7:11 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Please see Mark Boswell's comments below. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Mark Boswell [mailto:lahbosAbellsouth.net] Sent: Tuesday, September 06, 2011 7:13 PM To: Dianne Otto Subject: RE: Effird laundry floodproofing The 99 document is the most current. While the 86 may have been replaced, its still good for detail if not in conflict with the 99. There should be no grit etc from laundry Process because we are installing a lint screen To catch any particles in drain line. Both documents list grit as a concern. Grit can come from other sources than just a laundry. There is only one lateral serving the entire building. The Engineer should at least determine if some devices address grit. I anticipate they have softer more flexible seals. A sump pump ? 1 If we are flood proofed then why would we be required To have a sump pump ? please advise. It was in the 99 manual for dry floodproofed buildings. It was recommended as was the gate valve. Its my understanding that the automatic backflow prevention device is required and that the gate valve and sump with pump are not. While I will accept justification for not having a sump with pump, as the 99 manual recommends it in a dry flood proofed building, Mark's statement above is not a good justification. I recommend Mark call me in the morning to discuss this. We're not that far apart and I don't want him to belabor this issue unnecessarily. Downer e 99 document is the most current. While the 86 may have been replaced, its still good for detail if not in conflict with the 99. From: Dianne Otto [mailto:Dotto(iicityoftvbee.org] Sent: Tuesday, September 06, 2011 5:43 PM To: Mark Boswell Subject: FW: Effird laundry floodproofing See attached comments from Downer Davis. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbusAgmail.com] Sent: Tuesday, September 06, 2011 11:40 AM To: Dianne Otto Subject: Effird laundry floodproofing 2 Dianne Otto From: Dianne Otto Sent: Tuesday, September 06, 2011 7:12 PM To: 'Downer Davis' Subject: FW: Effird laundry floodproofing Please see Mark Boswell's comments below. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Mark Boswell [mailto:lahbos @bellsouth.netl Sent: Tuesday, September 06, 2011 7:13 PM To: Dianne Otto Subject: RE: Effird laundry floodproofing There should be no grit etc from laundry Process because we are installing a lint screen To catch any particles in drain line. A sump pump ? If we are flood proofed then why would we be required To have a sump pump ? please advise. From: Dianne Otto Lmailto:Dotto @cityoftybee.oroj Sent: Tuesday, September 06, 2011 5:43 PM To: Mark Boswell Subject: FW: Effird laundry floodproofing See attached comments from Downer Davis. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis jmailto:dkdbus @gmail.coml Sent: Tuesday, September 06, 2011 11:40 AM To: Dianne Otto Subject: Effird laundry floodproofing This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 1 September 6, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 RE: Diane, BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 6932 LAHBOSPBELLSO UTH. NET Carrie Efird Laundry Applepeel Properties, LLC 407 Highway 80 Tybee Island, Georgia R CEIVED rev :Se 4. Please find enclosed two copies of the revised plans as well as responses to comments as shown below : No. Response 1 a. Have complied – no longer using the tapping sleeve or manhole. 1 b. Have complied – all details pertaining to sleeve and manhole no longer needed – details removed. lc. All details pertaining to sleeve and manhole no longer needed – details removed. ld. Have complied – revised to tapping saddle and valve in valve and box – added details W03 and W07 to C2. 1 e. Have complied – added detail W01– water department not sure if main is a 6" or 8 ". lf. Have complied – added water separation notes in newly added general utility notes on Cl. 2a. Have complied – revised pointer location. 2b. part of the ss lateral and clean out is uncovered behind building and measures 2" to 2 %2 ". If the existing stub can not be used, the existing stub will be plugged and a new sewer connection will have to be made. 3. Have complied – details added to Cl. 4. Will comply if comments are made during the flood prevention review. 5. Have complied – note added to plan near top right hand corner for rock specifications. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e-mail to lahbos @bellsouth.net or fax to 897 -2287. Sincerely, Pr\cr.Xs�.a Mark Boswell DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 September 2, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 RE: 211027 Effird Laundry Dear Ms. Otto: Phone (912) 786 -4573 Fax: (912) 786 -9539 gE!yED I have reviewed the design from Mark Boswell. My review is limited to land development activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to tree /landscape review, buffers (zoning), setbacks, density or other zoning or subdivision regulation issues. I offer the following comments: 1) The Water tap note for the new 2" PE Water states, the tapping valve will be in a manhole but the plan view does not indicate that. It goes on to say that the 2" valve will be in a box. a) There is no detail for the box. Per the requirement for the tapping sleeve there will be no need for a box. Remove said reference. b) Detail W38 is too faded to be legible. Going to http: / /www. savannahga. gov /SPR/SPRGuide. nsf/DocID/D98F205051 FA665 98525 68 6B00598E0F /$F1LE/W38 %20Model %20(1).pdf shows the detail which states the tapping sleeve and valve must be in a manhole per detail 9B. c) Add Detail W09B which shows the tapping sleeve and valve inside the proposed manhole. d) According to the details the City adopted Detail W03 is permitted for a 2" tapping saddle. For this detail no manhole is required. The tap would be per detail W03 and the valve in box would be per detail W07. e) The plan does not specify the size of the water main that is proposed to be tapped. Add detail WO1 unless the existing water main is 4" or less. f) Per detail W42 a 5' separation is required between the water and sewer service. If this cannot be achieved, provide documentation of alternate allowed design with vertical separation. By email copy I am advising the Water & Sewer Department that I yield to any comments they wish to offer. Copies of these details are attached electronically and provided in hard copy with this letter. Regardless of the preference of the W &S Dept., revisions are required for clarity. Page 1 of 2 Page 2 407 HWY 80 (1st Street) 2) a) The leader on the note to remove the existing 2" SS lateral points to the new 2" PE water service. b) The new 4" SS lateral is shown to be in the same location as the existing 2" SS lateral. I've never seen a 2" gravity sewer lateral. Clarification should be made that the pilot part of the drill bit will not function in the drilling of the opening for the new 4" sanitary lateral. Again I am advising the Water & Sewer Department that I yield to any comments they wish to offer. 3) There is no detail for the concrete paver apron nor is there a detail for concrete pavers. 4) The 4" BFP or check valve on the SS lateral will be reviewed as part of the flood proofing requirements under separate cover. 5) a) Note the white rock to be open graded #57 stone with no fines. b) The gutter and downspout notes address drainage concerns of increased Impervious area. Please advise if you have any questions regarding these comments. Sincerely, Downer K. Davis, Jr., P.E. President 2110270B cc: Dianne Otto From: Sent: To: Subject: Attachments: George Reese Friday, September 02, 2011 11:21 AM Dianne Otto FW: 211027 Plan Review 2110270B.pdf; W07 Model (1).pdf; W38 Model (1). Diane I would like to review a set of plans on the water tap and service lateral anything until I and John Dowell review plan 211027. George Reese From: Downer Davis f mailto:dkdbus@ gmail.coml Sent: Friday, September 02, 2011 11:11 AM To: Dianne Otto Cc: George Reese Subject: 211027 Plan Review -11 - �au-ec 40 o5weIt e wNa :1 ed 05-4.)42-11 1 pdf; W09 Model (1).pdf; W03 Model (1).pdf for this location, I will not sign off on STAINLESS STEEL (TYP) DUCTILE IRON 12 MIL. BONDED NYLON SHALL BE MINIMUM OF 1" TA SEE NOTE CORPORATION STOP \ - \/ 4" X 1" TAPPING SADDLE 4" PVC C -900 ONLY SEE NOTE 1 CORPORATION STOP NOTES: 1. TAPPING SADDLE TO BE DUCTILE IRON WITH TYPE 304 STAINLESS STEEL FORGED DOUBLE STRAPS, STAINLESS STEEL BOLTS, NUTS, AND WASHERS. FINISH IS FUSION BONDED NYLON TO AVERAGE THICKNESS OF 12MILS. 2. CORPORATION STOP MUST BE PLACED AT 45' WITH RESPECT TO WATER MAIN (AS SHOWN ABOVE). 3. ALL 1" AND 2" TAPS ON WATER LINES SMALLER THAN 6 "(SIX INCHES) WILL REQUIRE A TAPPING SADDLE. ALL TWO INCH (2 ") TAPS WILL REQUIRE A TAPPING SADDLE, REGARDLESS OF WATER MAIN SIZE. Tit of 3ttuanntt1T STANDARD CON STRUCTION DETAILS 1" 8c 2" WATER TAPPING SADDLE PREPARED 8Y: WATER AND SEWER PLANNING & ENGINEERING SCALE: N.T.S. DATED: MARCH 2005 PLATE NUMBER: W3 CONCRETE COLLAR CAST IRON COVER (2'x2'x4 ") (MARKED WATER) TRACING WIRE w III' THREE PIECE SCREW TYPE CAST IRON VALVE BOX 2" OR SMALLER BALL VALVE CURB STOP �• �00 • • �/- / "` �0 nO o FINISH GRADE SURROUND VALVE IN 3/4" CRUSHED STONE (6" ON ALL SIDES) NOTE: 1. THIS DETAIL APPLIES TO 2" AND SMALLER VALVES IN WATER MAINS AND LATERALS 2. IN UNPAVED AREAS, SET TOP OF CONC. COLLAR 1" ABOVE FINISHED GRADE. IN PAVED AREAS SET TOP OF BOX FLUSH W/ PAVEMENT. NO CONC. COLLAR REQUIRED. 3. VALVE BOX SHALL NOT REST ON THE VALVE Titg of 3ttu ttnnttl! STANDARD CONSTRUCTION DETAILS 2" OR SMALLER WATER VALVE DETAIL PREPARED BY : WATER & SEWER PLANNING & ENGINEERING SCALE: N.T.S. DATED: JUNE 2005 PLATE NUMBER: W7 NOTES: 1, MANHOLE FRAME AND COVER SHALL BE NEENAH FOUNDRY CO, CATALOG NO. R -1668, TYPE C, LABELED "WATER'. 2. THE BOTTOM OF THE MANHOLE FRAME SHALL NOT BE MORE THAN 12' ABOVE THE TOP OF THE MANHOLE STRUCTURE. 3, PRECAST CONCENTRIC CONE RISERS MAY BE USED WHERE REQUIRED FOR DEPTH. 4, THE MANHOLE FRAME AND COVER MUST BE CENTERED OVER THE VALVE. 5, POLYPROPYLENE MANHOLE STEPS SHALL BE PROVIDED AT 12' ❑.C. FOR MANHOLES GREATER THAN 4 FEET DEEP. CONCRETE COLLAR b.J PLAN MANHOLE FRAME & COVER 8" BRICK 6 © 6" 0.C. EACH WAY 111•1■•••• IBIN 12" MIN 5' MIN. GATE VALVE SHALL BE RESTRAINED JOINT TRACING WIRE --PRECAST CONCRETE SECTION __5_" MIN (i11 of ttvttnntt1i STANDARD CONSTRUCTION DETAILS VALVE MAID HOLE FOR 4 " -8" GATE VALVES PREPARED BY: WATER & SEWER PLANNING & ENGINEERING SCALE: N.T.S. DATED: FEBRUARY 2005 PLATE NUMBER: W9 NOTE: 1. THE TAPPING SLEEVE AND VALVE MUST „ OW u n 11 CORTEN BOLT, TYP. MECHANICAL JOINT BE INSTALLED IN A MANHOLE. Ili SEE DETAIL W 9B FOR THE „ „ „ „ MANHOLE DETAIL 0 TAPPING VALVE O O 0 ® 0 O O p FLANGE JOINT 11 „ ,, 11 DUCTILE IRON TAPPING SLEEVE MINN WATER MAIN WATER MAIN Ilililliglil PLAN VIEW CLIit!J of ttuttrtnttll '; iii STANDARD CONSTRUCTION DETAILS'+ s TYPICAL TAPPING SLEEVE PLATE NUMBER: PREPARED BY: WATER SEWER PLAN NINN G 8c ENGINEERING SCALE: N.T.S. W 8 DATED: MARCH 2005