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12-0521 Bishop
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 07/08/2013 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 #: 120521 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME DEMERY BISHOP CONTACT ADDRESS 30 HASLEITERS RETREAT CONTACT CITY STATE ZIP SAVANNAH GA 31411 PROPERTY ADDRESS 107 EIGHTEENTH ST APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org t. 152650R F ILED FOR RECORD 7/02/2313 0:3 29 PAIDt 12.00 Mass ,2-y Cou. rt of r t ham Cou.rt ty C t ham Cou. tv ,a0 r g 1,,-)r-rrry Space above this line for recorders use only CLERK'S COVER STEET Law offices of: GRANTOR: De rr-e_r_.9 R. b‘i sop at GRANTEE: DATE OF INSTRUMENT: TYPE OF INSTRUMENT: o1C 7b TsVt_ncl [u 1 2013 ( ) Warranty Deed ) Deed to Secure Debt ( ) Cancellation ( ) Assignment ther Note: This cover page is for recording purposes only and does not modify or amend the Terms of the attached instrument. NONCONVERSION AGREEMENT FOR STRUCTURES IN THE FLOODPLAIN Building' Permit Number 1 " 052, 1 Address of Property PIN No p-/— FIRM Zone A BFE j feet (NAVD) Property Owner(s) DQMOPiti R � . Bisho f Contractor ��� f ► /%�ISgs In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood - resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the r <: ested structure may be subject to increased premium rates for flood insurance available from the National Flood Insuran• - 'rogram due to its location in a Special Flood Hazard Area. Panel Number 03z 6F , effective date (7 6. That : variation onss i.�1 o yond what is permitted shall constitute a violation and be abatable as such. ... —• /7 •wn --0" rgn•u re o° •.o ? i4e ,—t/5"-h4d/ Printed Na Pro. erty pwner Signature of Pr.perty Owner ,1�,ie L. I we Printed Name of Property Owner Dale Date acesmaa CD STATE OF GEORGIA COUNTY OF CHATHAM k 3 I hereby certi that on this l 5,- day of vli , 20 1 3 , before me, a Notary Public of the State of Georgia, personally appeared e m etc, ,-; tom. o n.. '. es i SL v , known to me, or satisfactorily proven to be the person whose name is subscr�ed to the foregoing instrument, tho acknowledged that he /she has executed it for the purposes therein set forth, and that it is his act and deed. In witn hereof, I have set my hand and Notarial Seal. DIANNE OTTO Notary Public, Chatham County, GA NOTARY •A c ✓ A My Commission Expires November 6, 2014 span 1\r0 My Commission expires on V . (p� a..0 14 WITNESS SIGNATURE Q a . / 4 YL e2 , Printed Name ,k,e T`�S A B yfi�t e Address . 74)9 off % St Pm! 5i32,Y Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100-year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. Dianne Otto From: Dianne Otto Sent: Monday, July 15, 2013 9:38 AM To: 'Mark Boswell' Cc: 'Downer Davis' Subject: FW: Demere Bishop Attachments: photo 1.JPG; photo 2.JPG; photo 3.JPG; photo 4.JPG FYI only Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 Original Message From: Downer Davis [mailto:dkdbus @me.com] Sent: Monday, July 15, 2013 8:32 AM To: Dianne Otto; Joe Wilson Subject: Demere Bishop The 3 dark pics are from Friday night around 11pm. The daylight shot is from Saturday morning. There was no standing water on Saturday morning. Friday night showed standing water along his south lot line. Due to the late hour, I did not enter either lots. On Saturday their did not appear to be any standing water. 1 Dianne Otto From: Joe Wilson Sent: Wednesday, July 03, 2013 7:16 AM To: 'Downer Davis'; Dianne Otto Subject: RE: demery bishop site compliance letter He asked me for fill dirt and I gave him several loads from Alley 3. He had a concern that the end of the Lovell Ave. ROW would hold water and he informed me his sub would grade it. He wanted the work done and his sub did it therefore I believe he needs to stabilize it. From: Downer Davis [mailto:dkdbus @gmail.com] Sent: Tuesday, July 02, 2013 5:04 PM To: Dianne Otto Cc: Joe Wilson Subject: Re: demery bishop site compliance letter I'm not aware of a big favor. Joe can fill us in on that. The approved plans should have provided details on stabilization as Mark's usually do. If not the engineer could inform him or he could refer to the green book. Seeding is allowed but it's not as simple as just throwing down some seed. In appearance, its usually straw, mulch, etc.. over appropriate seed. As Joe had grassed R.O.W. shoulders, I'll defer to him on whether or not that's acceptable. Please feel free to forward this email to Tom, with his Engineer copied. I plan to look at the site later this (early) evening or first thing tomorrow in response to the 12:26pm notification that the site was ready for my visit. Downer On Tue, Jul 2, 2013 at 4:43 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: Joe & Downer, I called Tom Beytagh (cell 507 -8026) to let him know he was responsible for stabilizing the soil where it had been disturbed as part of the Bishop project. The news that he was responsible for the right -of -way surprised him as he thought he had done the City a favor. He said he would buy a bag of seed and put it out there. Would one of you please call Tom and let me him know exactly what you are expecting in order to be able to accept the site so I can then issue a C.O. for the house in the near future? Thanks, Dianne K. Otto, CFM City of Tybee Island 1 City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos©bellsouth.net] Sent: Tuesday, July 02, 2013 12:23 PM To: Dianne Otto Subject: Fw: demery bishop site compliance letter Forwarded Message From: Mark Boswell <lahbos(abellsouth.net> To: Dianne Otto <Dotto(a�cityoftybee.orq> Sent: Monday, July 1, 2013 2:15 PM Subject: demery bishop site compliance letter 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 ............................................................................................. ............................... 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 Dianne Otto From: Joe Wilson Sent: Wednesday, July 03, 2013 7:08 AM To: 'Downer Davis'; Dianne Otto Subject: RE: Fwd: I concur From: Downer Davis [mailto:dkdbus(agmail.com] Sent: Tuesday, July 02, 2013 8:18 PM To: Dianne Otto Cc: Joe Wilson Subject: Fwd: The first pic if from Chatham Ave looking along the south side of this lot. The second is from the same SW corner looking north along Chatham. I will restate my concerns I voiced at the site meeting with Tom Betagh, Joe and Mark. I am not pleased with the raising of the south side yard against the neighboring lot. This is not as Mark designed it. The only work in this area was to have been a swale cut into the lot. However, as it is not a flagrant digression, with their being minor relief across the unopened City R.O.W. to the east and as Mark, Joe and Tom all believed me to be overly precautions and unnecessarily resistant to wavering from the approved plans, I'll yield to the design engineer's opinion. The roadside swales along Chatham Ave on each side of the driveway were not installed. With that any runoff will go to the road. With the dense sod, it shouldn't be much and the swales would only serve this lot, but that's Joe's call. If, Joe's OK with the front yard on Chatham, I can sign off on the drainage. The pictures show stabilization not being complete. My pies of the east sides unstabilized area were evidently deleted. If you're OK with it, I can recheck for stabilization Friday under E &S inspections. Downer 912 695- 72672. Forwarded message From: Downer Davis <dkdbus@gmail.com> Date: Tue, Jul 2, 2013 at 7:58 PM Subject: To: "Downer K. Davis, Jr." <dkdbus@gmail.com> Sent from my iPhone 1 Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Tuesday, July 02, 2013 1:20 PM To: Joe Wilson Cc: Dianne Otto Subject: Re: demery bishop site compliance letter I concur. Joe is as aware as I am if the areas that were disturbed as part if this project by the contractors Sent from my iPhone On Jul 2, 2013, at 12:43, Joe Wilson <j_wilson@cityoftybee.org> wrote: If the contractor disturbed it he is. From: Dianne Otto Sent: Tuesday, July 02, 2013 12:27 PM To: Joe Wilson; 'Downer Davis' Subject: FW: demery bishop site compliance letter Joe & Downer, Attached is the drainage certification letter from Mark Boswell for 1 Eighteenth Place / Demery Bishop / Tom Beytagh. I just returned from the site. A Doyle Landscaping crew was installing the last of the sod on the Bishop property. Who is responsible for stabilization of the soil in the unopened right -of -way? Please let me know when you two have accepted the site. Thank you, Dianne K. Otto, CFM 2 K., "110,0•'• , BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOS @BELLSO UTH. NET July 1, 2013 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Demery Bishop Project 107 18th Street Tybee Island, Georgia Diane, IIIt � JUL. 0 2 2013 .... . ..... 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 with the exception that some of the final stabilization is not yet in place as of today at 11:00 a.m. 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 + Tj0 dodos., \1.0 ' \VO\c.e- ?2J Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 BEC: INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name 'bishop Date Needed Gen. Contractor 1' f 0 ,.� � �_ n Subcontractor Contact Information n nr\ 1 4- n 67 77 - ; 62 P.. j ..i Project Address r..1 Scope of Work ,V2- t ,J S P' ]inspector 0440 Inspection 1° '- �� ' , Pass 5M ` I ! -t.. :: v r ve y Qr, ice, i J a1'r, \A'or)-(j.3int,i0-1.4-'1(..)r\ x,11 • � - Inspection Pass Date of Inspection - . -13 Fail ID Fee Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Monday, July 08, 2013 4:22 PM To: Joe Wilson Cc: Dianne Otto Subject: Re: demery bishop site compliance letter As its DPW's R.O.W.'s that were in question, I recommend his opinion govern. Please advise if I need to go by. Downer. Sent from my iPhone On Jul 8, 2013, at 15:48, Joe Wilson <jwilson @cityoftybee.org> wrote: It looks good to me. From: Dianne Otto Sent: Monday, July 08, 2013 2:57 PM To: Joe Wilson; 'Downer Davis' Subject: FW: demery bishop site compliance letter Tom Beytagh just reported that the unopened right -of -way adjacent to 107 Eighteenth Street / Demery Bishop has been seeded /strawed. He is anxious to get a Certificate of Occupancy. Please let me know if you have any issues or if you have accepted this site. Thanks. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Joe Wilson Sent: Wednesday, July 03, 2013 7:16 AM To: 'Downer Davis'; Dianne Otto Subject: RE: demery bishop site compliance letter He asked me for fill dirt and I gave him several loads from Alley 3. He had a concern that the end of the Lovell Ave. ROW would hold water and he informed me his sub would grade it. He wanted the work done and his sub did it therefore I believe he needs to stabilize it. From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Tuesday, July 02, 2013 5:04 PM To: Dianne Otto Cc: Joe Wilson Subject: Re: demery bishop site compliance letter I'm not aware of a big favor. Joe can fill us in on that. The approved plans should have provided details on stabilization as Mark's usually do. If not the engineer could inform him or he could refer to the green book. Seeding is allowed but it's not as simple as just throwing down some seed. In appearance, its usually straw, mulch, etc.. over appropriate seed. i If the contractor disturb( he is. From: Dianne Otto Sent: Tuesday, July 02, 2013 12:27 PM To: Joe Wilson; 'Downer Davis' Subject: FW: demery bishop site compliance letter Joe & Downer, Attached is the drainage certification letter from Mark Boswell for 1 Eighteenth Place / Demery Bishop / Tom Beytagh. I just returned from the site. A Doyle Landscaping crew was installing the last of the sod on the Bishop property. Who is responsible for stabilization of the soil in the unopened right -of -way? Please let me know when you two have accepted the site. Thank you, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos(abellsouth.net] Sent: Tuesday, July 02, 2013 12:23 PM To: Dianne Otto Subject: Fw: demery bishop site compliance letter Forwarded Message From: Mark Boswell <lahbos(a�bellsouth.net> 3 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. t "7 - 01 --' Owner's Name Gen. Contractor r Contact Information Date Requested t!.> 2. Date Needed INTERNATIONAL CODE COUNCIL MEMBER Project Address O' 1 . 1 x174 -:,,- - Scope of Work 1J i`:c. Inspector 14 Inspection 7a r r-p nv6t -i.. / t'J. - 1tJ6 X'Clt /,' '1 _ �t7, / 1;2 Date of Inspection Inspection Fail n Fee rP '- • f'a-\ D,r era Pass °' Fail 1:1 Fee leAss f Inspection i Q. n'po Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 Al. Building Owner's Name Demery Bishop FOR INSURANCE COMPANY USE Policy Number. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth 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.) portions of former street rights of way A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deq 59.3770 min Long. W 80 deq 51.0830min A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1043 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 4357 sq in d) Engineered flood openings? ❑ Yes (81 No A9. For a) b) c) d) Horizontal Datum: ❑ NAD 1927 ® NAD 1983 surance. a building with an attached garage: Square footage of attached garage n/a sq ft Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a Total net area of flood openings in A9.b n/a sq in 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 13051C0326F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9 Base Flood Elevation(s) (Zone A0, use base flood depth) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS ❑ OPA ❑ 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. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 7.8 17.3 n /a. n /a. 16.6 Check the measurement used. E feet ❑ meters ® feet ❑ meters ® feet ❑ meters Z feet ❑ meters ® feet ❑ meters 6.4 ® feet ❑ meters 6.8 ® feet ❑ meters 6.4 ® feet ❑ meters 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. I 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 ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Land Su - Company Name Address •36 Stephenson City Savannah State GA ZIP Code 31405 Sig ture t- 6/28/13 Telephone 912 - 352 -0464 FEMA Fo l",86 -0 -33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth Street FOR INSURANCE COMPANY USE Policy Number: City Tybee Island State 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 C2.e) = A/C pa ground level contains parking, stor =ge and entrance foyer Signature Date 6/28/13 SEC ION E - fILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO a • 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. E1. 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 owner's 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 -G10. In Puerto Rico only, enter meters. 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 -G10) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 086 -0 -33 (7/12) Replaces all previous editions ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth Street Policy Number: City Tybee Island State GA ZIP Code 31328 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View June 27, 2013 FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. I 1 I EIGHTEENTH STREET 60' R/W S 70 °39'36 'E 77.31' PORCH 2 S ORY FRAM HOUSE 1/2" RBF 10.2' O co LOVELL AVENUE 1/2" RBF 7.t °50'43 "W 30.20' LA" OF FORMER S ?REE? RIGH? OF WAY A7 C HA° HAM AVE, (LO VE LL AV E1GHTE_EN I ST., WARD 5, TYIBEEE ISLAND c :- A HAM COUNTY, GEORGIA a • STREET ADDRESS: 107 EIGHTEENTH STREET FOR: DEMERY BISHOP REFERENCE: PRB 34 -P 57 ACCORDING TO THE F.hR.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 13. J. MI= REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912- 352 -7787 REVISED JUNE 28, 2013 TO SHOW PAVERS & STAIRS. EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR: 1/- ANG: -" /ANGLE CED BY: - PLAT: 1/42,000 0 20 SCALE: 1" = 20' DATE: APRIL 1, 2013 SURVEY DATE: APRIL 9, 2013 PLAT FIL.F, NO. 13-29 111,1k% maim tr.. trai INTFRNATIONAI CODE COUNCIL ) City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. - I Date Requested MEMBER Owner's Name 1 Date Needed Gen. Contractor i Subcontractor Contact Information Project Address )D7 ) Scope of Work tiJ T: Inspector )`1 Inspection Date of Inspection Pass 1111." Fail El Fee Inspection Pass Fail 111 Fee i Inspection Pass Fail Esi Fee 17:1,4 •11;'--/■,V3 ■;_, -3 LO // /.1.-k 1-1A 0E)"::::- , » 0,12, :F-177,:4-- 7-01Z. ; Inspection Pass Fail 0 Fee • -• Georgia Residential Energy Code Builder /Design Professional: Envelope Summary: • List the R -Value for the following components: Flat ceiling /roof: Exterior wall: Attic kneewall: Basement stud wall: Crawlspace stud wall: Foundation slab: 0 Cantilevered Floor: • Fenestration Components: Window U- factor: .3 Skylight U- factor: Glazed Door U- factor: First City Enterprises - Tom Beytagh, Jr. Compliance Certificate* 15 • Building Envelope Tightness (BET): Phone: 912 - 786 -5210 Sloped /vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: .26 Skylight SHGC: Opaque Door U- factor: ( <50% glazed) 20 19 BET test conducted by: Elm Energy Group - Jamie Kaye Phone: 912- 407 -4107 Fan Flow at 50 Pascals= 1419 CFM50 Total Conditioned Volume = 32,250 ft3 ACH50 = CFMS0 x 60 / Volume= 2.64 ACH50 (must be less than 7 ACHso ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R -2 buildings only.) Visual inspection conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: .91 Ef Fuel type: ❑ Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: 2 Heating System Type (choose one): ❑ Gas: AFUE ❑ Air - Source Heat Pump: 9 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Heat Pump Cooling System Efficiency: 16 ❑ SEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: Byrd Heating and Air - Sam Byrd Phone: 912-313- -1038 Total Heating Load (Based on ACCA Man. J or other approved methodology): 30,881 Btu /h Total Cooling Load (Based on ACCA Man. 3 or other approved methodology): 31,468 Btu /h Cooling Sensible Load: 27,628 Btu /h Cooling Latent Load : 3,840 Btu /h Total Air Handler CFM (based on design calculations): 1,258 CFM Duct Tightness Test Conducted by: Elm Energy Group - Jamie Kaye Phone: 912- 403 -4107 CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8 cfm /100 ft2, the post construction total duct leakage (PCT) is _< 12 cfm /100 ft2, or the rough -in test (RIT) with air handler installed is <_ 6 cfm /100 ft2. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ft') Test Result 1 Ducts Inside Thermal Boundary No Required! All Pass!! 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. Dianne Otto From: Tom Beytagh [liitybee @gmail.comj Sent: Wednesday, June 12, 2013 3:11 PM To: Dianne Otto Subject: Re: FW: 107 18th St. - Demery Bishop Thanks Diane! On Wed, Jun 12, 2013 at 3:08 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Tom — Below is Downer's response to the request for an additional paver walkway at 107 Eighteenth Street. Please proceed with the work. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Wednesday, June 12, 2013 11:17 AM To: Dianne Otto Subject: Re: 107 18th St. - Demery Bishop My drainage approval is not affected by this small additional walkway with the understanding that the Owner /Applicant or his agents are responsible for installing to code. Downer On Wed, Jun 12, 2013 at 10:53 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer — The attached scan shows an additional paver walkway proposed for installation by Doyle Landscaping at 107 Eighteenth Street. I am working with the contractor, Tom Beytagh. Do you have any concerns about this modification to the approved plans? Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager 1 phone 912.472.5031 fax 912.786.9539 From: oceprinter @oce.com [mailto:oceprinter @oce.com] Sent: Wednesday, June 12, 2013 11:22 AM To: Dianne Otto Subject: Scan from Economic Development 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 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 City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No / -: ')G; ,i J Date Requested /2 & % -73/5>/-b. r Owner's Name Date Needed 021/72///.5 Gen. Contractor /-1--7-2;--it -7 Subcontractor i f Contact Information 44 "J V ° /Z-1) 7 /7 1 4 �; t- -!.!4 17- Project Project Address / 7 / ✓ zi- Scope of Work A1,7 >VL Itlak mum INTERNATIONAL. CODE COUNCIL' MEMBER Inspector Date of Inspection Inspection ' ?_� %� Pass ‘244/ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1J Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 04/29/2013 09:50 Serial No. CH35228060004 TC: 397229 Destination Start Time Time Prints Result Note 18888514411 04 -29 09:49 00:00:54 001/001 OK Note MIX: Mixed Original TX11CALL:OManual1TX, Original Size FWD :F Forward, PC: PC -Fax, BND: Double -Sided Binding Direction, SP: Special original, FCODE: F -code, RTX: Re -TX, RLY: Relay MBX: Confidential, BUL: Bulletin, SIP: SIP Fax, IPADR: IP Address Fax, I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, NV -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 -851. -4411 Location Address: 1`0��if- l-t'f�� y'�� r-s - Type of Release: Electrician: Builder: Owner: Release Date: 441/3 Temporary Permanent Permit # Zl Phone # t � - p7 Phone # (C>PV. Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912 -4.7Z -5033 Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: 02 Type of Release: Release Date: Temporary Permanent Permit # DZ t611 Electrician: Builder: �1Z44- Owner: v»tct rhL Phone # &a -1309 Phone # 1 - 00Z4v Phone # tir44 OS-Z, Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Builder: Phone # Owner: Phone # Planning and Zoning Terris Bryant 912 - 472 -5033 City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 / �' / W)13 Permit No. ` °` � �� � Date Requested � � Owner's Name e/3Hdp Date Needed i-//425//-5 /-5 Gen. Contractor 1,/ fs- r /.7'Y Subcontractor 18:�R/itg / t /SS,j L Contact Information a /4n1 /i/ `/ ii) L -1.307 Project Address /a 7 a fiW ST- Scope of Work A/bP Si Inspector Date of Inspection Inspection (/i1 to e, Pass 0 Fail ,�''� Fe INTERNATIONAL CODE COUNCIL° MEMBER 1 Inspection Pass ❑ Fail 0 Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURITh Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al . Building Owners Name Demery Bishop Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth 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.) portions of former street irghts of way A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 31 deg 59.377 min Long. W 80 deg 51.083 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1043 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 4357 sq in d) Engineered flood openings? ❑ Yes El No 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 El 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 13051 C0326F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ 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 ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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 Al -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) 7.8 ® feet b) Top of the next higher floor 17.3 ® 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) 6.4 g) Highest adjacent (finished) grade next to building (HAG) 6.8 h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.4 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 63 tephenso 'venue, Suite C City Savannah, State GA ZIP Code 31405 Sign re Date 4/2/13 Telephone 912 - 352 -0464 FEMA Form : -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the r esponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 107 Eighteenth 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 Ground level tains parking, storage and entrance foyer. Sign • re / Date 4/2/13 ❑ Check here if attachments SECT I • 'r'- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-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 El Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's 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. 107 Eighteenth Street Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC 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 April 2, 2013 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. 107 Eighteenth 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 April 2, 2013 R.B.F. = 1/2" REBAR FOUND • R.B.F. rn 0 p O N ) R.B.F 15 6° • vE PAN RIw G PRF� // P PR�;N 6,518 sq.ft. - GRJ 00 \ °r, 0.15 acres N X' ? „..— SPRINKLER HEAO 30.65' N ri N z 0) N O STATE OF GEORGIA CHATHAM COUNTY 121.13' - - S 19 °09'42” W LOVELL AVENUE 30' R/W 14 13 R.B.F. FOUNDATION SURVEY OF A PORTION OF FORMER STREET RIGHT —OF —WAYS LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE AND 18th STREET, WARD 5, KNOWN AS No. 107 18TH STREET, TYBEE ISLAND, GEORGIA. FOR: DEMERY R. BISHOP DATE OF SURVEY: NOVEMBER 28, 2012 DATE OF PLAT: DECEMBER 3, 2012 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR /POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION 1/ 15,500 1" CRANDALL 1/ 115,375 GEODIMETER 610 SCALE: 1"= 30' 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \01335 -6 12 -3 -12 Dianne Otto From: Sent: To: Subject: Dianne- Tom Beytagh [liltybee @gmail.com] Sunday, March 24, 2013 11:43 AM Dianne Otto Re: Bishop / 107 Eighteenth St. - 3 required items I have reviewed the foundation survey done by Bert Barrett on 11/28/12 and have compared it to the building plans.No setback encroachments will occur when the rest of the house is constructed.I will forward a copy of this survey to you . Thanks Tom On Fri, Mar 22, 2013 at 2:36 PM, Tom Beytagh <liltybee @gmail.com> wrote: Dianne- I have reviewed the foundation survey done by Bert barrett on 11/28/13 and have compared it to the building plans.No setback encroachments will occur when the rest of the house is constructed.If you need anything further,please let me know. Thanks Torn Beytagh On Tue, Mar 19, 2013 at 10:26 AM, Dianne Otto <Dotto @cityoftybee.org> wrote: Dear Tom, As a reminder, as stamped on page 1 of the approved building plans for 107 Eighteenth St. / Bishop / 12 -0521, the City of Tybee Island requires a Foundation Survey and Certification Letter. The Certification Letter means that someone representing this project needs to write a letter stating the Foundation Survey has been compared to the building plans, and no setback encroachments will occur when the remainder of the house is constructed. This would be checking that stairways, chimneys, bay windows, window trims, shutters, deck boards, roof overhangs if greater than 24- inches, etc. can all be installed without protruding into the required setbacks. An Elevation Certificate /Building Under Construction is also required. I am available if you have any questions. Sincerely, Dianne K. Otto, CFM 1 City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address / / ? Scope of Work !\ 136/0 Inspector '1 I (1 Inspection INTERNATIONAL CODE COUNCIL' MEMBER Date of Inspection "--" Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1J Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 49- Ll fi City of Tybee Island • Planning & Zoning-Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 maim INTERNATIONAL CODE COUNCIL` MEMBER Permit No. a /')e' /� ��� � � � /� Date Requested _ Owner's Name ,H, /SPDP Date Needed (2: 1 77/3 Gen. Contractor /RS T" t- /7-7 Subcontractor Contact Information / MI 5g7- 'a Project Address /0 1 A .....C1- Scope of Work ,'V 5f Inspector Inspection IA ).5 Pass 0 Fail Fee i .)- Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Wi" m■11 ENGINEERED WOOD PRODUCTS RECEIVED February 25, 2013 First City Enterprises PO Box 1016 Tybee Island, GA 31328 Attn: Tom Beytagh RE: Bishop Residence - 18th & Chatham Ave. Tybee Island, GA 31328 To Whom It May Concern: This letter is meant to address the repairs done to the TJI® floor joists in the second floor system of the above referenced residence. Due to plumbing locations, the TJI's in the floor system needed to be moved or in this case headered off. I have reviewed these alterations. The guidelines provided have been followed. No further repairs are needed. Please call me if you need further assistance. Sincerely, 4,-‘‘‘,Z Lloyd R. Chalker iLevel by Weyerhaeuser Strategic Sales Representative Southeast Division • 11020 David Taylor Dr, Suite 300 • Charlotte, NC 28262 • Phone 704.357.3291 • Toll Free 800.242.4854 • Fax 704.357,3746 Permit No. City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 714,4 INTERNATIONAL CODE COUNCIL MEMBER r ) Date Requested Date Needed Gen. Contractor /--; Subcontractor Contact Information '77 ;1 Project Address H7 /c9LL Scope of Work Alr- ) Inspector Date of Inspection Inspection Pass Fee Owner's Name )) _ ) ) :4 in /124 C ,; - , 4 4f Inspection Pass ID Fail El Fee )-----, /---: (7.1 /" / Inspection Pass 11 Fail Ej Fee Inspection Pass Fail Fee ENERGY STAR` Qualified in Highlighted Regions MW Pro Classic Impact Ser •• . IstERC National Fenestration Rating Council® Rated in accordance with ASTM E18861E1996. Product meets test requirements for Wind Zone 1,2, and 3 for Level D missle impacts. Impact Rating: + 50/ -50 psf PWG PING-M-058 Vinyl Frame Double Glaze No Grilles Impact Low- E/Low -E2+ Not Gas Filled Single Hung FW Impac CERTIFIED ENERGY PERFORMANCE RATINGS .30 U- Factor (U.S. /I -P) (Metric /SI) Solar Heat %Gaiinn Coefficient •`v ADDITIONAL PERFORMANCE RATINGS Visible Transmittance .53 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined to a fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrantthe suitability of any product for any specific use. Consult manufacturer's literature for other product performance information. www.nfrc.org Tested in accordance with ASTM E330. +50/ -50 psf Rated in accordance with ASTM E18861E1996. Product meets test requirements for Wind Zone 1,2, and 3 for Level D missle impacts. Impact Rating: + 50/ -50 psf Meets or exceeds ASTM E1300 8.3mm Laminated / 3.0mm Annealed 3/4" OA IOU City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 imaymzi INTERNATIONAL CODE COUNCIL MEMBER Permit No. % `;; f Date Requested -7, =I,% Owner's Name Date Needed Gen. Contractor -r,.e ,r-;,,.). Subcontractor Contact Information 745'11 Project Address / 0 '2 / Scope of Work ; Inspector .) 77 Inspection Date of Inspection Pass "� �i %.iL% J G �✓«1; �J r% 1 AFC.. , "'Uv, 4 . ✓fl_ I , I� Fail Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. ) Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor INTERNATIONAL CODE COUNCIL MEMBER Contact Information 3Y7.- 22ZL Project Address 1U) 1 Scope of Work . Inspector Date of Inspection Inspection , // A ////),Z1J, -7 411- , 1 1 Inspection 017) Pass El Fail El F Pass E3 Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee Permit No. City of Tybee Island • Planning & Zoniny Dept. I / CO �1S Inspection Report ( /$4.0. sue` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328.- nrn . i nulATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL: MEMBER "2 4 Owner's Name /1:2-)t5 h ^ D 1. Gen. Contractor r r 1 , , t!. -d_i n' = Contact Information Project Address Scope of Work 9 w Inspector Date Requested Date Needed Subcontractor ( : I rn 1 3 LO G',1 a 0 if - Inspection t % �% , �ri � ran Pate of Inspection 01, A" Pass L2 s j Oil 1 . e, -_. /1G r.: 'LA'S 46V1-6/ ; 0 0 .7c, Inspection Inspection i F4a+1� Fee LA) ( Pass ❑ Fail ❑ Fee Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. ` Date Requested ° r -1-i �,' 1 --�, it / Owner's Name ;; � 7,- �hr�,� Date Needed INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information ! 0 v1-1 Project Address I C Scope of Work Inspector Date of Inspection Inspection. -1Z 1 , ?/, - Pass �' Fail Fee ' , �. )'L ,. &,\I---) rte, l zA il 2`,7} a2.'.4- , ...>Z.,- 1A),/-*2-r/7 (j),..5%,,fr.V,-it-/C) iii r' 1�� � /fW a �> -- Cy( '7 0 '"1 r; 17 � i Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ��! R C i t y o f T y b e e I s l a n d " P l a n n i n g & Z o n i n g 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 . 4 7 2 . 5 0 3 2 " F a x 9 1 2 . 7 8 6 . 9 5 3 9 i & " t M U N I I N T E R 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 . / 2 - , - . . Z 1 D a t e R e q u e s t e d / / c i l / Z O w n e r ' s N a m e i 1 . - - D a t e N e e d e d / Z . / 2 1 7 / . G e n . C o n t r a c t o r t - , 7 , - 3 ; 6 , - , 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 4 I / ) N 4 1 - 1 k ��4 S c o p e o f W o r k v A I 1 � � I n s p e c t o r I n s p e c t i o n ( - - _ . . . ' , - - a / ? . 4 / k 2 i - D a t e o f I n s p e c t i o n P a s s - L . Z - F a i l F e e I n s p e c t i o n x P a s s 0 F a i l Q' F e e I n s p e c t i o n P a s s 0 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 0 F e e Permit No. City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 /2 5 i Date Requested Owner's Name t;e Date Needed Gen. Contractor /-,, ` Subcontractor Contact Information f 11 Project Address /7 III MIA INTERNATIONAL CODE COUNCIL MEMBER Scope of Work uw Inspector Inspection ! j Pass MI Fail D Fee Date of Inspection f Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City at Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 -Z2 12, ( Date Requested Owner's Name i -.� -� Date Needed Gen. Contractor Subcontractor Contact Information Project Address �' L) 7 / , Scope of Work Inspector Date `'� Date of Inspection Inspection(��� �� Pass °�Fa' Fee ::`►1 rugallk INTERNATIONAL CODE COUNCIL' MEMBER i z, r` 7 , 2,::)/Z-,4,-,,,„) / Inspection Pass ❑ Fail ❑ Fee Inspection Pass U Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto C2-0 -0 S2J From: Sent: To: Subject: Attachments: Downer Davis [dkdbus @gmail.com] Friday, November 16, 2012 11:14 AM Dianne Otto Demere's lot photo.JPG Please notify the Owner or his agent that his Co- Construction Exit is not performing properly. Fluffing the rock might solve the problem or actually installing a thin layer of stone meeting the specifications are the only two ways I know of to correct the situation. Also, reattaching the Sdl-Sediment Barrier to the posts is needed in some places. Forwarded message From: Downer Davis <dkdbus(me.com> Date: Fri, Nov 16, 2012 at 8:33 AM Subject: To: "Downer K. Davis, Jr." <dkdbus @gmail.com> H-1(0—(z 11: (S czy-, S p o k-12- c.J/ -1-0-rel. w l aorreGT AS 6 -CD r ar jes4 L S Sent from my iPhone i-( `1-12. ro ad_ -ra: 1 - L.rrk0 ed or•. \MN tc-)-1-t2 hf2-(2_ `2 d 0 S4 --r-- C J* per Qres 1 4y2 Permit No. City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 ,ry � OS 2( Date Requested Owner's Name , S c) Date Needed Gen. Contractor. 5 Subcontractor Contact Information Project Address Scope of Work Inspector L. _ �_�'-�'A '2; to 0 7 e AreS2- SJP INTERNATIONAL CODE COUNCIL MEMBER 1 / , - 1 7 _ i -.)(3 i7 '613- ? Co y Inspection ^) t J Date of Inspection L) I' c,5 S lc h r Pass Inspection Pass Fail o Fee Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City or Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. /. -L') I Date Requested Owner's Name Date Needed Gen. Contractor 1- - 7 Y;, Subcontractor Contact Information t-/ �� /74-1-1 Project Address /3 7 i Scope of Work (A) S E Inspector Inspection : A /� - Pass '1 S Fail Fee INTERNATIONAL CODE COUNCIL MEMBER -)557/7 Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 11/13/2012 13:42 Serial No. CM35228060004 TC: 364408 Destination Start Time Time Prints Result Note 18888514411 11 -13 13:41 00 :00:48 001/001 OK Note MIR: rifler TX. POL: MIX: : mixed e- SidedaBindingADirectioonj. SP: SpecialSoriginal, Forward. : F -code. RTX: Re -TX. RLY: Relay. MBX: Confidential. BUL: Bulletin, SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M -Full :Memory Full, LOVR:Receiving length Over, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 c r 32856 FAX: 1 -888- 851 -4411 Location Address: Type of Release: Electrician Owner /Builder: �<�� ✓ Temporary Permanent Permit # I Release Coate: Ill, /i2. Phone # / 2'7 1, -7 T-�v� 11t}s71: —S Phone # Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone 4# RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: /D 7 Ei Y 1 S- , Release Date: 1 l )Z. ,/` `''p'/,_ Type of Release: Temporary Permanent Permit # 1Z. -z9S5 I Electrician: TE ,J1 1 I/ -I h . Phone # .6 s-%j7 ISMS Phone # '1E6 -S-2.1D Owner /Builder: 1-11-264. GI-7"/ Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone # City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. ! l c3 �- Date Requested Owner's Name S k op Date Needed Gen. Contractor , r54" Eri • Subcontractor Contact Information 0 nr-N �_� , �'S e t, Project Address ) C)'7 1 9keavt ""k 4- Scope of Work �1 O..a. J F I 3 -12, �ay.. anu mum INTERNATIONAL CODE COUNCIL MEMBER Inspector Date of Inspection Inspection - �� r, s- Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND ENGINEERING FEE DATE ISSUED: 09 -2.5 -2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADI ESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG - SF 107 EIGHTEENTH ST DEMERY BISHOP 30 HASLEITERS RETREAT SAVANNAH GA 31411 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2400 P PERMIT #: 120521 TOTAL BALANCE DUE: $ 175.00 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 ;I I Y ut- I Ybtt ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor # : 01- 002055 Issuedto: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PV CHASE ORDER PO Number: 13 -20919 This number must appear on all related correspondence, shipping papers and invoices. Date: 1 0/ 2 4/ 2 012 Requisition #: 1 3 - 20 91 Ship to: CITY HALL 4 0 3 B U T L E R A V E N U E TYBEE ISLAND, GA 31328 Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 ' 100 - 7220 -52 -1203 Engineering fee from Davis Engineering for Demery Bishop dated 10/24/2012 Purchase Order void after 90 days. 0.00 175.00 Special Instructions: I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date TOTAL 175.00 Authorized by For the City of Tybee Island Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 3132844 4 ? Tel. (912) 695 -7262 dkdbus(a�gmail.com INVOICE October 24, 2012 Invoice #20805601 Diane Otto City of Tybee Island P.O. Box 2749 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Demere Bishop Tybee Island, GA 31328 n.c. Review of previously reviewed plans. 10 -09 -12 0.5 Field visit, plan review & comments 10 -10 -12 0.25 Plan review and comments 10 -15 -12 n.c Coord. w!Public Works 10 -16 -12 0.25 Initial BMP inspection. Site Supt. to have made changes 10 -24 -12 n.c. Review of final revision and concurrence. 1.00 hours @ $175 /hour = $175 Total Due This Invoice lo0-1222 S2 -1203 ltd ad- ( -k -2.1) (2 °0S2( 4.D Ac.P j5 2oq /9 CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 10/17/2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG - SF 107 EIGHTEENTH ST DEMERY BISHOP 30 HASLEITERS RETREAT SAVANNAH GA 31411 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2400 P $8,353.40 $490,000.00 ONE WATER METER (1 -INCH ) TOTAL BALANCE DUE: PERMIT #: 120521 $ 0.00 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\A -.lt-- 0/7N "� P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT UPGRADE WATER METER DATE ISSUED: 10/17/2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG - SF 107 EIGHTEENTH ST DEMERY BISHOP 30 HASLEITERS RETREAT SAVANNAH GA 31411 FIRST CITY ENTERPRISES PO BOX 1016 TYBEE ISLAND GA 31328 2400 P $8,353.40 $490,000.00 UPGRADED FROM 3/4" TO 1" WATER METER PERMIT #: 120521 TOTAL BALANCE DUE: $ 268.40 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: /Govr,-\,-,z) cita P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DATE ISSUED: 10 -03 -2012 WORK DESCRIPTION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF WORK LOCATION 107 EIGHTEENTH ST OWNER NAME DEMERY BISHOP ADDRESS PO BOX 1020 CITY, ST, ZIP TYBEE ISLAND GA 31328 -1020 PHONE NUMBER CONTRACTOR NAME FIRST CITY ENTERPRISES ADDRESS PO BOX 1016 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2400 OCCUPANCY TYPE P TOTAL FEES CHARGED $8,085.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $490,000.00 PERMIT #: 120.521 TOTAL BALANCE DUE: $8,085.00 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Location: CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 107 1E SIg NAME ADDRESS f2 sets of building plans 11.1 copy of survey showing ground elevations & flood zone 1 rQm Rf'Scheck or COMcheck -- $250 plan deposit PIN# 4 -0009- 14-00/ TELEPHONE Owner 13b )61 3 zi-r -a Q J 61.S1'1010 p "0 -86>c I D D - PsoT, =0 Ca 3 J32gi p_ o_ goo 36443 j.AvA,NNA� 64 '319Th ill -sw•6 I SL Q p I 1 L •.3 y /, 60t Architect or Engineer MPa. C !4J '\i Building Contractor F 1 oil-4 , ENTe.f9r1 S 19, 6486-V 11: 1/b k'J13, 6A 3132.E 7R-6 -52,0 (Check all that apply) New Construction ❑ Other Residential Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial Details of Project: J 1 (tzLjo, 1J eAAJ �' jII C., ffp-i1 Q $)1'(-Q) / ( cc -ki1 i I f7/ aic crPac S by i v Estimated Cost of Construction: $ LI 9 01 00-j, j,I 0 Construction Type I (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: j 1 q 1-e., '1,`"J w L\) P-QS i ,)C-Qi Remarks: / I ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Access: Driveway (ft.) Setbacks: Front 2.ZD ` # Bedrooms # Bathrooms Living space (total sq. ft.) o214o0 Trees located & listed on site plan With culvert? Rear 0' With Swale? Sides (L) ' (R) \_1 # 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: —�- On-site restroom facilities will be provided through Co On -site waste and debris containers will be providby Construction debris will be disposed by(o NI l2j by by means of (0/0-ti t3 ° ' 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: 7711/12-- Signature of Applicant: i4 Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification -2 Approved rezoning/variance? W7 A Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached AG-13 NFIP Flood Zone Existing State Energy Code Affidavit attached 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 ia'a e Date /2 -k as° � �s. e-) 4. (It c0 3 DoX 6-100 FEES Permit I a ' Inspections 720 Water Tap la 70 Sewer Stub S-S-0 Aid to Const. .460 CC Recovery 2�aa0 Ca,. -J-t (mss:,, $o a TOTAL � Dg 5 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: F) C p1-$ Project I.D.: 6is 'C Attachments approved by: Date: 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 #2, 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 FCthArL9 I It ignature of 0 O" /�ContrAr• CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 Fax (912) 786 -9539 Water Tap and Sewer Stub Application. Location of work (street address) Contractor Address of contractor Ro 6 Contact name & telephone number of contractor —ra /i/\ CLY 9.1x, sa'>- �OZ( 02 13 Telephone number of property owner 912, ' - 61 rj Name of property owner 8.01\)Asu' Q-' Mailing address of property owner f? 0, 86x / Z Details of project gu l 11, I iQAAJ RQ-S k�l.t tf)i7- uL M1 ca 't) Sol Residential !( Commercial 3M JQrs PcordtAY CA-R-11 Enter the required number of water taps /meters and the number of sewer stubs: WATER TAP/METER SEWER STUB Number of Taps 1 Meter Size 3/4" 1" 1 -1/2" 2" Number Stub of Stubs Size 4" 6" 8" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of meters and lines shall be the responsibility of the owner /contractor. Contact the Water /Sewer Department at (912) 786 -4573, extension 122, for line and tie -in locations and for inspections. Contact the Community Development Department at (912) 786 -4573, extension 136, to arrange pick up of a meter. It is the esponsibility of the owner to establish a water /sewer account with the City. An application and deposre re . • ed ontact (912) 786 -4573, extension 110. signature g ,3 % h)-cil bp r printed harne Co tractor sig C OWS Contract r px�naq Date Date Location of Work: PERMIT FOR INFRASTRUCTURE ALTERATIONS /e 4714 ,cA., Owner's Name: GR,tie / (3AJ/d/"l of /! •� d / X32 )2 � o . o$d'x ldo2 5/—‘ef r ,�, ,i,w/ e,J.,410/ie5, Address: Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certifica on: I hereby acknowledge the above requirements, and certify that I will perform the above desc ' . alteratio i accor. , nce with these provisions. (V/V/' "14. 40490 ��� r' • Date ignature t PIPS lIan Contractor's Printed Na APPROVAL Zoning Date Building /Code . Date .. Water /Sewer Date Drainage Date STATE ENERGY CODE AFFIDAVIT Location of Work: I 0 7 1-"ti` �—'j" Owner's Name: 861) p (L `z)-- PaNiQn1 13(5ia Address: Contractor's Name: O, 'no r /. ...�., %,o_ 3)321 CiTy Gjiayfeac This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally li. ale for any violations which may occur with or without his knowledge. The owner shall be allow' , request e of Occupancy when all inspections have been approved. / /dh Owner's Signature Dgq\ar FS Owner's Panted Name Contractor s (1,4 S, Contractor's Printed Na e F ic-s CiTy�o�^�riSZ�S rt "/1/. Date Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786 -4573 FAX (912) 786 -9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: Owner's Name: Address: l07 1sS�R��T &id 01:Q) DoriQx\I 6'ishbf. a • 8x /do? e, )71r' — 7c5 - /,cg F CrN Y k Contractor's Name: This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner /contractor) agree to construct /place the equipment above or up to the required finished floor elevation, which is stated below. A S - H BFE Acknowledged and agreed to this day of , 20 Owner / Con ctor Si atu F) 1 gAZ1r F;PS' 1DJ"S Owner / Contractor Printdd e Location of Work: Owner's Name: Address: CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit /a /yfff/ 0. OX /d,1 Contractor's Name: '#p $ j7c � �� cifS.2p This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner / contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Tempo r ry electrical service will be granted as an aid to complete construction only. It will be gra for aJn i of ont s and may be reyo / 11 s cumstances dictate. Owner's Signature �` & 'Fe t. .2P-:,yc Owner's Printed Name ontractor's Contractor's Printed Witness's Printed Name Date Date Date /7/2 7 /fr ALL wiring, service included, must be COPPER. NO aluminum allowed. Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 07 �� za Owner's Name: &,JJJ1Q_ 1Rn ) s)1 Address: c 0/X /dc2 0 � 75-/‘ f �cs4 ✓ �J� d i`f Z Fiig GT1 SAY r SQs )T_M /A‘ List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. Contractor's Name: 1. Company 6,1 MANI 'Al Business Type kt V A C j b) (Q){A1 )) DR - i License Number CTii d4100c ti r 7 1 3141S Contact Person Si 1 ��� P,,d, Phone Number 91 a 3) 3 -- )033' Address 2. Company Address ssQl Ekarici 1 3 � � 1),y��t�l�� -�� L1, RAQv1, Contact Persona 1, SSQ 6 nt 3. Company RUPLIT\/(op)M OVNI)J)%) Address /0 Contact Person fly Dwoa 4. Company (..;200 F19 ()%) OrKc UPi11Ji1 Address soWAI'(ZI )A(9,_cAvkaksi`iis Contact Person Business Type e (e_c_Tp. I CA License Number Phone Number 712 � (I`1 ` i S67 Business Type pio,„b).,,, License Number MboJ2.3 9/ -3) % ) Phone Number Business Type 7�-Q,VJoy License Number Phone Number ?1,q q • d3 7 ' 993o 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. .2 4fRrr /4 ,Prr'",dr+rrC , tvrr� A7-%..... A/0 PV:4,#:.r 4 0/.; ,A., 74't 7ez,...t... ?•C /r d 6'00- /x/ r ✓ ,45 .fr • •6` • 1 %" 1 r N ee�' oeP- �''1tAr.c.// .' JJJ 74 ,i'AA",q,P A1/ 4.1 ,/f / of /y re/ 7- 4 4.r •4 i/rri• 0/' %v / 1 r f r4r .-rL___ O 7 7 7 %`y j' 4 e r Afie. 70e-eye-v-4 C6cc(7-1,3! c4// �"SGf� ff1(4--) //1.0 Printing: Layout Page Page 1 of 1 9AGI9 Savannah Area GIS Savannah Area Geographic information Sgsfem Owner: PIN: Property Address: Zoning: Flood Zone: Aldermanic Code: Commissioner Code: Voting Precinct: Elementary School: Middle School: High School: Zip Code: 31328 Neighborhood Code: 20275 Calculated Acreage: 0.14763407 Land Value: 222200 Building Value: Real - estate Value: Sale Price: Sale Month: Sale Day: Sale Year: Legal Description: Property Card: Powered by EbnaryBus BISHOP DEMERY R a BONNIE L 4 -0009 -14 -001 CHATHAM AVE R -2 AE 0 Other Municipality 4 Patrick K. Farrell Phone: 912 - 355 -6699 4 -11C HOWARD ELEMENTARY COASTAL Islands 222200 390000 05 09 2007 PORTION OF FORMER RIGHT OF WAY Click Here http://www.sagis.org/app/NET/print.aspx 9/21/2012 DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695 -7262 dkdbus @gmail.comt October 24, 2012 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Applicant: Demere R. & Bonnie L. Bishop PIN 4- 0009 -14 -001 Dear Ms. Otto: RECEIVED (2 I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. stamped in by the City earlier today. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Based on the above condition, within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Zde.":"." el; Downer K. Davis, Jr., P.E. President 2080560E Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, October 09, 2012 9:56 AM To: Dianne Otto Cc: lahbos @bellsouth.net Subject: Demery Bishop I offer the following comments on the recently submitted revised plans for Demery Bishop. These plans were stamped in by the City on Thursday, 09- 27 -12, 8 business days ago. As 10 is our proposed maximum and 3 is our goal, Pm copying Mark. 1) The grate inlet on the west side of 18th Street is shown to have a top of 5.52 which is higher than the inverts of the swale flowing to it on the east side of the house. This may well have a throat (opening) as I seem to recall it does. If so, it should be shown and the invert elevation of any opening shown. 2) The driveway may need a dip near the Chatham Avenue pavement to allow for overflow, possibly a swale. When the revision is made for item #1, I request a note be added advising that DPW should meet with the Contractor prior to driveway installation to allow for grading to their preference. My concern is that this design not route drainage from more areas than before across the rear of this lot to the grate inlet. 3) The proposed contours on the west and south side indicate sheet flowing onto the neighbor to the south. This is not permissible. 4) I could not find a legend for the driveway hatching showing it to be permeable of notes calling for it to be permeable. I recommend the type of permeable pavement to be specified. 1 REScheck Softwar Verson 4.4 Compliance Certificate Project Title: Bishop Residence Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 18th Street Tybee Island, GA 31328 2009 IECC Savannah, Georgia Single Family Bldg. faces 315 deg. from North 9% 1847 2 Compliance: Passes using UA trade -off Owner /Agent: Mr. and Mrs. Bishop 18th Street Tybee Island, GA 31328 912 -786 -6119 Designer /Contractor: Mark Cadman Cadman Designs P.O. Box 30443 Savannah, GA 31410 912 - 349 -1600 mdcadman @cadmandesigns.net Compliance: 34.9% Better Than Code Maximum UA: 1117 Your UA: 727 Maximum SHGC: 0.30 Your SHGC: 0.26 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. G os Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Orientation: Front Window 1: Wood Frame:Double Pane with Low -E SHGC: 0.26 Orientation: Front Door 4: Glass SHGC: 0.26 Orientation: Front Wall 2: Wood Frame, 16" o.c. 914 Orientation: Back Window 2: Wood Frame:Double Pane with Low -E 15 SHGC: 0.26 Orientation: Back Door 3: Glass SHGC: 0.26 Orientation: Back Wall 3: Wood Frame, 16" o.c. 1683 Orientation: Right Side Window 3: Wood Frame:Double Pane with Low -E 203 SHGC: 0.26 Orientation: Right Side Door 6: Solid 126 Orientation: Right Side Door 7: Glass 21 SHGC: 0.26 Orientation: Right Side Wall 4: Wood Frame, 16" o.c. 1649 Orientation: Left Side Window 4: Wood Frame:Double Pane with Low -E 34 224 1643 1029 1023 30 152 21 Glazing or Door U- Factor 30.0 3.0 7 30.0 3.0 53 30.0 3.0 33 19.0 3.0 42 0.250 8 0.300 46 19.0 3.0 44 0.250 4 0.300 6 19.0 3.0 67 0.250 51 0.300 38 0.300 6 19.0 3.0 80 0.250 9 Project Title: Bishop Residence Report date: 09/15/12 Data filename: C:\Documents and Settings \ XL7g9fhM2y11W3 .CADMIN- PMQF030L \My Documents \REScheck \bishop- 0742.rck Page 1 of SHGC: 0.26 Orientation: Left Side Door 5: Solid Orientation: Left Side Floor 1: Slab -On- Grade:Heated Insulation depth: 0.0' 21 0.300 6 218 0.0 227 Compliance Statement: The proposed building design described here is con .tent with the buildi • fans, specifications, and other calculations submitted with the permit application. The proposed building ha een d ned toheet he 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirement li e. in ih: P .ch ck Insp ; Lion Checklist. Name - Title S Date Project Title: Bishop Residence Report date: 09/15/12 Data filename: C: \Documents and Settings\ XL7g9fhM2y11W3 .CADMIN- PMQF030L \My Documents \REScheck \bishop- 0742.rck Page 2 of 17:_-7FG tcm.: EFccy CeEr-l-tificate IpatfialTA R-Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 33.00 22.00 0.00 c 6av I;;?Alift aoto Window Door 0.25 0.30 & Cooling Equipment Efficiency 0.26 0.26 Heating System: Cooling System: Water Heater: Name: Date. Comments: REScheck Software Version 4.4.3 Compliance Certificate Project Title: Bishop Residence Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 18th Street Tybee Island, GA 31328 2009 IECC Savannah, Georgia Single Family Bldg. faces 315 deg. from North 9% 1847 2 Owner /Agent: Mr. and Mrs. Bishop 18th Street Tybee Island, GA 31328 912 - 786 -6119 Designer /Contractor: Mark Cadman Cadman Designs P.O. Box 30443 Savannah, GA 31410 912 - 349 -1600 mdcadman @cadmandesigns.net Compliance: Passes using UA trade -off Compliance: 34.9% Better Than Code Maximum UA: 1117 Your UA: 727 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.26 Assembly Gross Cavity Area or R -Value Perimeter Cont. R -Value Glazing UA or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Orientation: Front Window 1: Wood Frame:Double Pane with Low -E SHGC: 0.26 Orientation: Front Door 4: Glass SHGC: 0.26 Orientation: Front Wall 2: Wood Frame, 16" o.c. Orientation: Back Window 2: Wood Frame:Double Pane with Low -E SHGC: 0.26 Orientation: Back Door 3: Glass SHGC: 0.26 Orientation: Back Wall 3: Wood Frame, 16" o.c. Orientation: Right Side Window 3: Wood Frame:Double Pane with Low -E SHGC: 0.26 Orientation: Right Side Door 6: Solid Orientation: Right Side Door 7: Glass SHGC: 0.26 Orientation: Right Side Wall 4: Wood Frame, 16" o.c. Orientation: Left Side Window 4: Wood Frame:Double Pane with Low -E 224 1643 1029 1023 30 152 914 15 21 1683 203 126 21 1649 34 30.0 3.0 7 30.0 3.0 53 30.0 3.0 33 19.0 3.0 42 0.250 8 0.300 46 19.0 3.0 44 0.250 4 0.300 6 19.0 3.0 67 0.250 51 0.300 38 0.300 6 19.0 3.0 80 0.250 9 Project Title: Bishop Residence Report date: 09/15/12 Data filename: C: \Documents and Settings\XL7g9fhM2y11W3 .CADMIN- PMQF030L \My Documents \REScheck \bishop- 0742.rck Page 1 of SHGC: 0.26 Orientation: Left Side Door 5: Solid Orientation: Left Side Floor 1: Slab -On- Grade:Heated Insulation depth: 0.0' 21 0.300 6 218 0.0 227 Compliance Statement: The proposed building design described here is con calculations submitted with the permit application. The proposed building ha REScheck Version 4.4.3 and to comply with the mandatory requirement li \\A &tz * ‘d 1a1 -moth_ -� Name - Title ent w h the build' lans, specifications, and other een d si.ned t• eet he 2009 IECC requirements in in th ch ck Insp: tion Checklist. Date Project Title: Bishop Residence Report date: 09/15/12 Data filename: C: \Documents and Settings\XL7g9fhM2y11W3 .CADMIN- PMQF030L \My Documents \REScheck \bishop- 0742.rck Page 2 of 2009 IECC .nergy d Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 33.00 22.00 0.00 Glass & Door Rating U- Factor SHGC Window Door 0.25 0.30 0.26 0.26 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date. Comments: R.C.P. = REINFORCED CONCRETE PIPE R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET P.O.L. = POINT ON LINE NEW RESIDENCE 6,518 sq.ft. 0.15 acres R.B.F. 1 G NOTE: ELEVATIONS ARE BASE ON NGVD 1929 DATUM. AG') NEW DRIVEWAY, PERVIOUS MATERIAL `` `, P RECEIVED 7a PLANTED SHRUB 15 121.13' h4 R.B.F. V (P.O.L.) c GUY WIR. 20' -4M R.B.S. GRATE INL TOP I.E. S 1709'42" W LOVELL AVENUE 30' R/W REVISED APRIL 3, 2007 TO SHOW ELEVATIONS, CHANGE NAME OF WHO SURVEY IS FOR AND SHOW GRATE INLET. STATE OF GEORGIA CHATHAM COUNTY 14 13 W cn U` 1 00 REFERENCES: 1. DEED BOOKS 183D -362, 198F -581, 188J -340 & 298T -200. 2. SUBDIVISION MAP OF TYBEE ISLAND BY PERCEY SUGDEN DATED 1922 AND RECORDED IN M.B. 2— 8 & 9. 3. PLAT OF A PORTION OF THIS PROPERTY DATED 12/04/96 AND RECORDED IN P.R.B. 14P -161. 4. PLAT OF THIS PROPERTY RECORDED IN P.R.B. 34P -57. NOTE: ACCORDING TO 'FIRM' 135164 0002 C DATED 6/17/86_ THIS SITE IS IN AN 'A8 -14' FLOOD ZONE. PLAT OF A PORTION OF FORMER STREET RIGHT —OF —WAY LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE & 18th STREET, WARD No. 5, TYBEE ISLAND, GEORGIA. FOR: DEMERY R. BISHOP THE ORIGINAL OF THIS DOCUMENT WAS SEALED AND SIGNED BY BERT B. BARRETT, JR. R.L.S. 2225 ON 04/03/2007 AND THIS REPRODUCTION IS NOT A CERTIFIED DOCUMENT DATE OF SURVEY: AUGUST 22, 2006 DATE OF PLAT: AUGUST 22, 2006 (LAST REVISED APRIL 3, 2007) IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR /POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION 1/ 15,500 1" CRANDALL 1/ 115,375 GEODIMETER 610 SCALE: 1"= 30' 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 (F.B. 013 -35 -3 Dianne Otto From: Dianne Otto Sent: Wednesday, July 25, 2012 2:54 PM r„ Q',( To: 'Mark Boswell'; Tom Beytagh (liltybee @c' rsast:r�et) int. Cc: dkdbus @gmail.com; Demery Bishop; 'mdcadman @cadmandesigns.net' Subject: RE: question about demery bishops house Attachments: S35C- 412072514170.pdf Dear Mark and Tom, Both of you have asked about the engineered plans for Demery Bishop's lot at 107 Eighteenth Street. The plans were submitted by Mark in 2008 and were approved by Downer on 10/17/2008. Tom brought to the office this morning the 2012 proposed building footprint (see attachment) which has changed since back when Mark prepared the drainage plan and soil erosion control plan. Downer and I discussed this and the footprint reduction does not impact the engineered plan so the city will not require updates to the 2008 plans based on the change in footprint. However, the 2008 plans are based on 1929 datum. The city now requires 1988 datum. In lieu of submitting revised engineered plans, it is your option to instead provide with the building permit application a document signed by the owner, the engineer, the designer, and the contractor that each party understands that conformance to 1988 datum is required. Sincerely, Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:Iahbos @bellsouth.net] Sent: Wednesday, July 11, 2012 7:09 AM To: Dianne Otto Subject: Re: question about demery bishops house ok. I'll pass along to the designer. From: Dianne Otto <Dotto @cityoftybee.org> To: Mark Boswell <lahbos @bellsouth.net> Cc: "dkdbus @gmail.com" < dkdbus @gmail.com> Sent: Tue, July 10, 2012 4:51:38 PM Subject: RE: question about demery bishops house Mark — I want to compare your plans to the building plans before I answer your question. The building plans have not been submitted yet. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 1 fax 912.786.9539 From: Mark Boswell [mailto:lahbos@bellsouth.net] Sent: Tuesday, July 10, 2012 4:46 PM To: Dianne Otto Cc: dkdbus(a,gmail.com Subject: question about demery bishops house the drainage plan was approved some time back. the owner and designer reduced the size of the footprint. downer stated he did not need to review again as long as the roof plan was the same and the plan shrank within the bsl's. this is the case. do you need us to resubmit with the updated plans ? 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 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(a,bellsouth.net October 17, 2008 Brannyn G. Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Applicant: Demery R. & Bonnie L. Bishop PIN 4- 0009 -14 -001 Dear Ms. Allen: RECEIVED I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. stamped in by the City earlier today. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. On the erosion control plan, the LOD is shown in the pavement of Chatham Avenue and on the Lot to the east. No pavement needs to be removed in Chatham Avenue. It is my understanding this will be corrected to the satisfaction of the City staff. Prior to approval. Based on the above condition, within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, 44`4"-A7 Downer K. Davis, Jr., P.E. President 2080560D -1 e : i�d -s. "3j o s ,.) -Q-k i .ititti r^ Property Information Parcel ID: 4- 0009 -14 -001 wner Name BISHOP DEMERY R & BONNIE L. Property Card Link: Property Address: Zoning: Idermanic ode: Commissioner Code: CHATH 4a3 And Phone: 355 -66! ip Code. Neighborhood Code: 02027500 Calculated Acreage 0. Land Value: $389,000 mmimmnimmmLztr ielectlon Property Analysts Tools Building Value: Real- estate Value: $389,000 Information El isclaimer: HIS WEBSITE IS A PUBLIC RESOURCE OF GENERAL INFORMATION. SAGIS MAKES NO ARRANTY, REPRESENTATION OR UARANTY AS TO THE CONTENT, EQUENCE, ACCURACY, TIMELINESS R COMPLETENESS OF ANY OF THE ATABASE INFORMATION PROVIDED EREIN. THE READER SHOULD NOT ELY ON THE DATA PROVIDED EREIN FOR ANY REASON. SAGIS XPLICITLY DISCLAIMS ANY EPRESENTATIONS AND ARRANTIES, INCLUDING, WITHOUT IMITATION, THE IMPLIED ARRANTIES OF MERCHANTABILITY V PURPOSE. I wvvr SAGIS Savannah Area Geographic Information System Map Tools ijI! Map Size • Selected Property: 4 -0009 -14 -001 PARCEL ID SEARCH: 4 -0009 -14 -001 Select the CM option to view property details REC1 PARCEL# 0� Ii Pro.ert Corn arison Print 61 ft OWNER ADDRESS 4 -0009 -14 -001 � BISHOP DEMERY R & BONNIE L CHATHAM AV 000000 MEER pit- 2.9-0F —37 -r �r a�- ah IB41"$4rte+ address \ 1 - - Va. ca-vt 4 l cr--. �har,kS i O ruZ) 04-6 < Previous: Records 1 to 1 of 1 -for 4L :s 41" )d9jj' © Copyright 2002 -2003 inaryBus, Ltd. Dianne Otto From: Brannyn G. Allen Sent: Thursday, October 16, 2008 8:46 AM To: 'lahbos'; 'tybeerunner @comcast.net' Cc: Dianne Otto Subject: FW: 208056 Demery Bishop Attachments: 2080560C.pdf Mark and Demery- Attached, please find Downer's comments regarding the lot at 107 18th Street. I would like to schedule a meeting with you (Mark and Demery), Downer, Joe Wilson, and Ito discuss how we can move the project forward. Please let me know if you are available first thing Friday morning (10/17). If that doesn't work for everyone, let's try for next Tuesday, Wednesday or Friday. Thanks — Brannyn Brannyn G. Allen Planning and Economic Development Director City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, Georgia 31328 Phone: 912.786.4573 ext. 107 Fax: 912.786.9539 http: / /www.cityoftybee.org/ From: davisenginc @bellsouth.net [mailto:davisenginc@bellsouth. net] Sent: Wednesday, October 15, 2008 10:00 PM To: Brannyn G. Allen Subject: 208056 Demery Bishop Brannyn, As I was out of town from Thursday evening through Monday evening, my response will be four working days (including Columbus Day). In the interest of time, I am copying Joe Wilson on my response. The plan still routes runoff Chatham Avenue through side and rear lot lines with no evidence of easements provided. This may cause (or increase) drainage problems on the lot to the south. No new comments were provided in my review. I would prefer for Joe Wilson to offer his thoughts on my review. Unless Joe disagrees with my comments, I recommend a meeting monitored with you or one of your staff be scheduled for the Engineer and Ito discuss this project with the Owner present. I would prefer for this meeting to be scheduled for Friday. Downer 1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net September 9, 2008 Brannyn G. Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Applicant: Demere R. & Bonnie L. Bishop PIN 4- 0009 -14 -001 Dear Ms. Allen: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. stamped in by the City on Friday, 10- 10 -08. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The top of the grate inlet is shown to be Elev. 6.47. The perimeter of this lot ranges from elevations of 6.6 to 6.7. Lowering the inlet of the existing grate inlet is recommended to reduce ponding on adjacent lots. Mark discussed the following options. A) Convert the grate inlet to a combination grate /roof inlet with throat openings on the south an possibly east & west. This could allow the grate to be at the same elevation. B) Lower the top % foot or more and change the grate to a beehive dome (detail D7). Mark Boswell chose option A as recommended by Joe Wilson. These revised plans adequately address this comment. I do recommend that the permit require coordination with PW prior to modifying the structure. 2) Revising elevated driveway crossing the low roadside area west of the site to avoid roadside runoff having to be routed counter clockwise for 3 /4's of the perimeter to the inlet at the northeast corner of the lot. It is not desirable to have roadside runoff flowing across private property in such a manner. Mark discussed depressing the driveway to match the existing roadside contours and allow the runoff to flow over the new driveway. Mark Boswell advised in his 10 -10 -08 response letter, "Have complied ". The plans show an existing roadside elevation of 6.7 east of Chatham Avenue at the southwest corner. At the south side of the proposed driveway the existing elevation is shown to be 6.4. The proposed grades and contours show that storm water would have to rise to over elevation 7.0 to cross the driveway. The runoff from Chatham Avenue has a storm water relief only by flowing counterclockwise and on the south side ponding on the neighboring property. Unless the City Public Works Department recommends otherwise my original comment needs to be addressed. The runoff along the City R.O.W. should not be blocked in its route to the storm inlet at the northeast corner. 3) No grading should be shown beyond the limits of disturbance and silt fence. Revision accepted. 4) Limits of Disturbance (LOD) should not be shown beyond the proposed location of silt fencing. The Limits of Disturbance (LOD) is still shown outside the silt fence on all four sides. The LOD is shown in the pavement of Chatham Avenue and on the Lot to the east. No pavement needs to be removed in Chatham Avenue. The LOD and silt fence are shown on the lot to the east. Either documentation of permission by the property owner to the east should be provided or the plans revised appropriately. Please advise when revised plans are to be reviewed. Sincerely, ,diev4.4,4, fe afrea- Downer K. Davis, Jr., P.E. President 2080560C 10 -11-O46 %rahr'yh QrnptIQd SoSat t 4.12mV BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 L,4 I /BOS('�'."BELLSOLITi LNE'-T October 10, 2008 To: Diane Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Demery Bishop Project Southeast corner of 18th and Chatham Tybee Island, Georgia Diane, RECEIVED Please find enclosed three copies of the construction plans as well as responses to comments as shown below : No. Response 1. Have complied — part A. 2. Have complied. 3. Have complied. 4. Have complied. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897-6932, fax to 897 -2287 or e -mail us at lahbos@bellsouth.net. Sincerely, Mark Boswell 1+ 4. 'Dk (2,:skp z-,6,s DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(N'.bellsouth.net September 9, 2008 Brannyn G. Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 RECEIVED Fax: (912) 786 -9539 RE: Applicant: Demer�R. & Bonnie L. Bishop PIN 4-0009 -14-001 Southeast corner f 18th and Chatham Drainage Plan by Boswell Design Services Dear Ms. Allen: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. stamped in by the City on 08 -27 -08 that was delivered to me this afternoon. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. I discussed the following issues with Mark Boswell this afternoon on my cell phone as I walked the site. 1) The top of the grate inlet is shown to be Elev. 6.47. The perimeter of this lot ranges from elevations of 6.6 to 6.7. Lowering the inlet of the existing grate inlet is recommended to reduce ponding on adjacent lots. Mark discussed the following options. A) Convert the grate inlet to a combination grate /roof inlet with throat openings on the south an possibly east & west. This could allow the grate to be at the same elevation. B) Lower the top 1/2 foot or more and change the grate to a beehive dome (detail D7). Either of the above two options would address the clogging problem I have observed repeatedly on this site. During the floods in September 2007, I observed Harry Haslem removing grass cuttings, pine straw, palm fronds, etc... to allow the runoff to enter this drainage structure. The ponding of runoff had flooded the north site of his lot to the south. His residence is to the left of the page where the concrete driveway is shown. As this existing structure is within the 18th Street R.O.W., input from Public Works may be appropriate. 2) Revising elevated driveway crossing the low roadside area west of the site to avoid roadside runoff having to be routed counter clockwise for %'s of the perimeter to the inlet at the northeast corner of the lot. It is not desirable to have roadside runoff flowing across private property in such a manner. Mark discussed depressing the driveway to match the existing roadside contours and allow the runoff to flow over the new driveway. 3) No grading should be shown beyond the limits of disturbance and silt fence. 4) Limits of Disturbance (LOD) should not be shown beyond the proposed location of silt fencing. Mark has left a minimum of 4' undisturbed area along the south and east interior lot lines. This combined with lowering of the grate inlet to the north along the south side of the 18th Street R.O.W. should avoid any confusion by neighboring property owners regarding their outfalls being eliminated by this project. Please advise when revised plans are to be reviewed. Sinn�cerely,, Downer K. Davis, Jr., P.E. President 2080560B cc: D9- ('1-0S e.e ��swtll HYDROLOGY REPORT FOR THE Demery Bishop Project 18 th Street Tybee Island, Georgia FOR Demery Bishop P.O. Box 1020 Tybee Island, Georgia 31328 August, 2008 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912 -897 -6932 RECEIVED vg -27- HYDROLOGY REPORT For Demery Bishop 18 th Street Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The site is currently vacant and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project will be the construction of a residential structure. The total site is 0.15 acres with the disturbed area being approximately 0.08 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cue (Chipley -Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing the retention device. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS 1DF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE - DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST- DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN -OFF' RATE (25 YEAR STORM) PRE- DEVELOPMENT RUN -OFF = 0.28 CFS POST- DEVELOPMENT RUN -OFF = 0.54 CFS TOTAL INCREASE IN RUN -OFF = 0.26 cis New storm water run -off will not be allowed to migrate to other properties. DEMERY BISHOP - 7 S TH - CW CALCULATIONS CW PRE-DEVELOPED FACTOR = 0.25 CW POST - DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0. 1 ❑ AC TOTAL = 0.1 5 AC ( 0.05 x 0.95 ) --E- ( 0.10 x 0.25 / 0.15 = 0.48 Legend III Runoff • Combined i Channel Reach i Diversion i Pond Route Project: DB- 18TH - HYDRO.GPW IDF: SAVANNAH.IDF 2 hyd's 08 -26 -2008 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.28 1 5 169 25 — DEMERY - 18TH -25 -YEA 2 Rational 0.54 1 5 324 25 — DEMERY - 18TH -25 -YEA Proj. file: DB- 18TH- HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 08 -26 -2008 Hydrograph Plot Hyd. No. 1 DEMERY - 18TH -25 -YEAR -PRE Hydrograph type Storm frequency Drainage area Intensity i -D -F Curve = Rational = 25 yrs =0.2ac = 7.50 in = SAVANNAH.IDF Peak discharge = 0.28 cfs Time interval = 1 min Runoff coeff. = 0.25 Time of conc. (Tc) = 5 min Reced. limb factor = 3 English Total Volume =169 cuft 0.30 0.25 0.20 4- a 0.15 0.10 0.05 0.00 0 1 - Rational - 25 Yr - Qp = 0.28 cfs 10 Time (min) Hyd. 1 15 20 Hydrograph Plot Hyd. No. 2 DEM E RY- 18TH -25- YEAR -PRE Hydrograph type Storm frequency Drainage area intensity I -D -F Curve = Rational = 25 yrs 0.2 ac = 7.50 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.48 Time of conc. (Tc) = 5 min Reced. Limb factor = 3 = 0.54 cfs = 1 min English Total Volume = 324 cult 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0 2 - Rational - 25 Yr - Qp = 0.54 cfs 1 5 10 15 20 Time (min) Hyd. 2 \\ A Z NE VE (EL 18) eas,. 'MCLEND AVE' " • cA.'. TONE (EL 16) ZONE VE —, (EL -15) i? �frt • ZONE VE (EL 16) 0 D 00 D a a ZONE VE (EL 19) m° ow J0 4, ZONE (EL 1 if OCEAN FRONT RD ATLANTIC OC ZONE AE (EL 14) FLOOD HAZARD INFORMATION IS NOT SHOWN ON THIS MAP IN AREAS OUTSIDE OF CHATHAM COUNTY MAP SCALE 1" = 5001 250 0 500 1000 —I FEET METEF ,1 ilri Ni �,III PANEL 0326F f IIM r( �;;; 111111 FLOOD AND (SEE ,COMMUNITY CHATHAM TYBEE THIS RESOURCES BARRIER ENABLING Notice should Community used Community. Federal FIRM INSURANCE CHATHAM GEORGIA INCORPORATED EL 326 MAP INDEX COUNTY ISLAND CITY MAP INCLUDES SYSTEM RESOURCES LEGISLATION. to User: be used Number on Insurance Pp .,..---.44, • AND e° Emergency RATE MAP COUNTY, AREAS OF 455 FOR FIRM PANEL LAYOUT) NUMBS$ PANEL $UFfPX 130030 0326 F OF 135164 0326 F BOUNDARIES OF THE COASTAL BARRIER ESTABLISHED UNDER THE COASTAL ACT OF 1082 AND /OR SUBSEQUENT The Map Number shown below when piecing map orders: the shown above should be applications for the subject NUMBER 13051C0326F EFFECTIVE DATE SEPTEMBER 26, 2008 Management Agency , III 111 CO' If�� F, r4CONTAINS; 1h,,. t .d dia II ll Ir._, 1 III ' Ed 111111 „.• I 21 This Is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line, This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at vww..mso.fema.gov R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET P.O.L. = POINT ON LINE R.B.F PORTIONS OF FORMER 82' STREET RIGHT —OF —WAY R.B.S. PLANTED SHRUB c 121 13 S 19'09'42" W LOVELL AVENUE 30' R/W R.B.S. STATE OF GEORGIA CHATHAM COUNTY REFERENCES: 1. DEED BOOKS 183D -362, 198F -581, 188J -340 & 298T -200. 2. SUBDIVISION MAP OF TYBEE ISLAND BY PERCEY SUGDEN DATED 1922 AND RECORDED IN M.8. 2- 8 & 9. 3. PLAT OF A PORTION OF THIS PROPERTY DATED 12/04/96 AND RECORDED IN P.R.B. 14P -161. PLAT OF A PORTION OF FORMER STREET RIGHT —OF —WAY LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE & 18th STREET, WARD No. 5, TYBEE ISLAND, GEORGIA. FOR: CITY OF TYBEE ISLAND DATE OF SURVEY: AUGUST 22, 2006 DATE OF PLAT: AUGUST 22, 2006 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR/POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION 1/ 15,500 1" SCALE: 1"= 30' 0' 30' CRANDAI,.L 1/ 115,375 GEQPIMETER 610 BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 02/07/2007 18:15 FAX 912 232 OLIVER MANER & GRAY 01002 ='t Craxkit; 6?49' FILED FOR REGQRQ 11/09f2004 04e4Gpm Pt�rrtDi 20.uo Unit/ W. M.as$ y, Clerk Superior Court of Chethem County Chatham County, Georgia STATE OF GEORGIA ) COUNTY OF CHATHAM ) RETURN TO: (JPG) OLIVER MANER & GRAY LLP P. O. Box 10188 Savannah, GA 31412 (912) 238 -3311 ]EED OF EXCHANGE THIS INDENTURE, made this 12th day of October, 2006, between the CITY OF TYBEE ISLAND, GEORGIA, a Georgia municipal corporation, as Party of the First Part, and LOWERBAY ST. PROPERTIES, LLP, a Georgia limited liability partnership (composed of Robert W. Schivera, William, C. Fleetwood., Jr,, and Michael A. Fleetwood, as Trustees of the Rest and Residue Trust created UIW of William C. Fleetwood; William C. Fleetwood, Jr., Individually; and, Michael A. Fleetwood, Individually), as Party of the Second Part. WITNESSETH: That Party of the First Part in exchange of and for the property hereinafter mentioned of the Party of the Second Part, has granted, bargained, sold, and conveyed, and by these presents does 1 02/07/2007 18 :16 FAX 912 232 OLIVER MANER & GRAY 21003 • • I- grant, bargain, sell, convey and forever QUITCLAIMS unto the Party of the Second Part, its successors and assigns, all right, title, interest, claim, or demand which the Party of the First Part has or may have in and to the following tract or parcel of land, to -wit: ALL that certain lot, tract, or parcel of land, measuring 0.15 acres, more or less, situate, lying, and being portions of former street rights - of -way, located between Chatham Avenue, Lovell Avenue, and 18e Street, Ward 5, Tybee Island, Georgia, as more particularly described on that certain plat prepared for The City of Tybee Island by Bert Barrett, Jr. Land Surveying, P.C., dated August 22, 2006, which is recorded in the Office of the Clerk of the Superior Court of Chatham County, Georgia, in Plat Record Book 344, Page 57, to which plat reference is hereby made for a more particular description of the property herein described. TO HAVE AND TO HOLD said premises, with all the right, members, and appurtenances to said described premises in anywise appertaining or belonging unto the Party of the First Part so that neither the Party of the First Part, nor any person or persons claiming by, through or under the Party of the First Part, shall at any time, by any means or ways, have, claim or demand any right, title, or interest in the above- described premises or its appurtenances which is being traded for the property hereinafter mentioned of the Party of the Second Part pursuant to Official Code of Georgia Annotated Section 36- 37 -6(c) after the exchange has been published in the official organ of Chatham County, Georgia, to wit, the Savannah Morning News, once a week for four (4) weeks, and after the properties have been appraised at equal value which has been approved by the governing authority of the Party of the First Part, This quitclaim conveyance is given pursuant to and by authority of a resolution duly offered and passed at a regular session of the City Council of Tybee Island, Georgia, on February 9, 2006. - 2 - 02/07/2007 18 :18 FAX 912 232 OLIVER WINNER & GRAY [1004 That Party of the Second Part, in exchange of and for the property hereinbefore mentioned of the Party of the First Part, has granted, bargained, sold, and conveyed, and by these presents does grant, bargain, sell, and conveys unto the Party of the first Part, its successors and assigns, full fee simple title to the following tract or parcel of land, to -wit; cc c> ALL that certain tract or parcel of land measuring 0.27 acres, more or less, situate, lying, and being in the State of Georgia, County of Chatham, City of Tybee Island, shown and designated as Lots Numbered Two (2) and Three (3), Block 9, Fort Screven Ward, on a plat prepared by Charles W. Tuten, Jr., and recorded in the Office of --.a --� the Clerk of the Superior Court of Chatham County, Georgia, in Plat Record Book 33 -P , Page 55 , said map being incorporated herein by reference and being made a part hereof for better determining the metes, bounds, courses, and distances of the subject property which is more particularly described therein as follows: Commencing at a concrete monument found at the intersection of the northeastern right -of -way line ofBeechwood Drive (an unopened 60 foot wide right-of-way) and the southern right -of -way line of Taylor Street (a former 60 foot wide right -of -way) and running thence South 88°36'16'1 East along the southern right -of -way line of Taylor Street for a distance of 403,65 feet to a concrete monument found on the western right -of -way line of Wrenwood. Drive (an unopened 60 foot wide right-of-way); running thence South 10 °2'54" East along the western right-of-way line of Wrenwood Drive for a distance of 208.16 feet to a 5/8" rebar set at the northeastern corner of said Lot Number Three (3) of Block 9, said point being the point of 4eginning; running thence South 10 °02'54" East along the western right -of -way line of Wrenwood Drive for a distance of 174.46 feet to a 5/8" rebar set at the southeastern corner of said Lot Number Two (2) of Block 9; running thence North 60010'40" West for a distance of 135,84 feet to a 5/8" rebar set at the intersection of the southern boundary line of said Lot Number Three (3) of Block 9 and the northeastern right -of -way line of Limewood Avenue (a former right - of-way); running thence North 33 °32'30" West along said northeastern right-of-way line of Limewood Avenue and the southwestern boundary line of said Lot Number Three (3) of Block 9 for a distance of 38.57 feet to a 5/8" rebar set at the northwestern corner of said Lot Number Three (3) of Block 9; running thence North 56 °2T29" East along the northwestern boundary line of said Lot Number Three (3) of Block 9 for a distance of 130.45 feet to a 02/07/2007 18:16 FAX 912 232 OLIVER MANER & GRAY 0005 5/8" rebar set on the western right-of-way line of Wrenwood Avenue, said point being the Point of Beginning. TO HAVE AND TO HOLD said premises, together with all and singular the rights, members, and appurtenances thereof, to the same being or in anywise appertaining, to the only proper use, benefit, and behoof of the said Party of the First Part, its successors and assigns forever, IN FEE SIMPLE. AND, the said Party of the Second Part, its successors and assigns, will WARRANT and forever DEFEND the right and title to the above - described property unto the said Party of the First Part, its successors and assigns, against the claims of all persons whomsoever. IN WITNESS WHEREOF, the parties hereto have executed this instrument under seal on the day and year first above written. Signed, sealed and delivered on this the J 2.41"day of October, 20045, in the presence of: CITY OF TYBEE ISLAND, GEORGIA By: Mayor Witness NOT _ u : LIC, Chatham County, Georgia OW, JR. linty, GA 25. 2009 Clerk of Council — 4 — 02/07/2007 18:17 FAX 912 232 3 OLIVER MAKER & GRAY L]008 LOWER BAY ST. PROPERTIES, LLP B:J Y (L.S.) Robert W. Minn., Trustee of the Rest and Residue Trust created U/W of William C. Fleetwood Signed, sealed and delivered on this the /74 day of October, 2006, in the presence of ARY PUBLIC, Chat eorgia Signed, sealed and delivered on this the /Yjfa, day of October, 2006, in the presence of: comm. Exp.: • 4/02i 0 ,X 4filf 660 r W" tre C Fleetwood, Ir. the Rest and Residue Trust mated U/W of William C. Fleetwood — 5 — (L.S.) of 02/07/2007 18:17 FAX 912 232 Signed, sealed and delivered on this the / /jai, day of October, 2006, in the presence of: OLIVER MANER & GRAY BY: Michael A. Fleetwood., T tee of the Rest and Residue Trust created U/W of William C. Fleetwood Signed, sealed and deliv. the /OA day of October, 2006, in the presence of: l Will am C. Fleetwooi ire.'vidually Georgia Signed, sealed and delivered on this the ./ZX day of October, 2006, in the presence of Q007 (L.S.) (L.$) Y- "� ' y _ (L.S -) 'chael A. Fl • ood, Individually w QD � o 02/07/2007 18:17 FAX 912 232 OLIVER MANER & GRAY Iov8 iliPliiiiffloolil Nr'l 4!; q I!I9P al • f .4 I , , / .67 Z 0 64/4, r 9 SA 49 0 l 1 kT t3 ~ / '''''.. / I r 1 * r I 1 V. A- 21 %% Tr \"1 4F t.tvi 0 - --- - ` r ■ \ ,. 1 \ i' ',.."'-' \ a ",ji \ * I `7 \ I 4 "N. \ A, \ •ti. y re .1+ ��+ -.•Lim r1 i R MO MC. PLAT OF LOTS 2 AND 3 BLOCK B, FORT SCREVEN WARD,. 5TH G.M. DISTRICT. TYSEE ISLAND. CHATHAM COUNTY, «SORGIA SURVEYED FOR; WILLIAM C. FLNEtWQOD, dR and K ss Y 6 8 & - rm. OM. RA not f:,.,,�,`"•"'" «; ' CI 'ice ' s' a ' a 0 R.C.P. = REINFORCED CONCRETE PIP. R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET P.O.L. = POINT ON LINE R.B.F. G RA 9 PR"N � 44 .~ :0oa / 6,518 sq.ft. �,5 �"S 0.15 acres 0 c,• G cr. N NOTE: ELEVATI, .. ARE BASE ON NAVD 88 DATUM. OG • of 0 4I S 70 °39'59" GUY WIRE R.B.F. (P.O.L.) SPRINKLER HEAD PLANTED SHRUB 15 00 0 0 r 0`c` ,0.�� GRATE INLET �'�` �� TOP 5.52 I.E. 1.62 121.13' M N r S 19'09'42" W LOVELL AVENUE 30' R/W REVISED APRIL 3, 2007 TO SHOW ELEVATIONS, CHANGE NAME OF WHO SURVEY IS FOR AND SHOW GRATE INLET. REVISED SEPTEMBER 25, 2012 TO COVERT ELEVATIONS FROM NGVD 29 DATUM TO NAVD 88 DATUM AND TO CHANGE FLOOD ZONE DESIGNATION FROM 'A8 -14' TO 'AE -13' STATE OF GEORGIA CHATHAM COUNTY 14 13 AVERAGE ELJEW1C)fig REFERENCES. a u ^� 1. DEED BOOKS 183D -362, 198F -581, 188J -340 & 298T -200. 2. SUBDIVISION MAP OF TYBEE ISLAND BY PERCEY SUGDEN DATED 1922 AND RECORDED IN M.B. 2— 8 & 9. 3. PLAT OF A PORTION OF THIS PROPERTY DATED 12/04/96 AND RECORDED IN P.R.B. 14P -161. 4. PLAT OF THIS PROPERTY RECORDED IN P.R.B. 34P -57. >'> UNED a. ✓era�e- co- N \N. W NOTE: ACCORDING TO 'FIRM' 13051C0326F DATED 9/26/08 THIS SITE IS IN AN 'AE -13' FLOOD ZONE. PLAT OF A PORTION OF FORMER STREET RIGHT —OF —WAY LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE & 18th STREET, WARD No. 5, TYBEE ISLAND, GEORGIA. FOR: DEMERY R. BISHOP DATE OF SURVEY: AUGUST 22, 2006 DATE OF PLAT: AUGUST 22, 2006 (LAST REVISED SEPTEMBER 25,2012) IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD 1/ 15,500 < ERROR /POINT 1" ADJ. METHOD CRANDALL E.O.C. PLAT 1/ 115,375 TOTAL STATION GEODIMETER 610 SCALE: 1"= 30' 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \01335 -4 9 -25 -12 R.C.P. = REINFORCED CONCRETE PIPE R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET P.O.L. = POINT ON LINE = PALM TREE = 12" PECAN TREE NOTE: ELEVATIO.., ARE BASE ON NAVD 88 DATUM. RECEED 10 -22 IV -12 9 le•144 try bee P`IC° GAP PSPNPo x hco \??. .- R.B.F. /` v p 0 r7 In' z/ PLANTED SHRUB 15 6,518 sq.ft. 0.15 acres SPRINKLER HEAD ri N �� R.B.S -a BENCHMARK TOP OF R.R. SPIKE EL. 6.31 NAVD88 x GRATE INLET 0 0 TOP 5.10 I.E. 1.75 `�L , TOP OF DOME 5.84 co --as- 121.13' A, S 19'09'42" W �c0- ^) x <7 h� Gy x LOVELL AVENUE 3x 0' R/W x REVISED APRIL 3, 2007 TO SHOW ELEVATIONS, CHANGE NAME OF WHO SURVEY IS FOR AND SHOW GRATE INLET. REVISED SEPTEMBER 25, 2012 TO COVERT ELEVATIONS FROM NGVD 29 DATUM TO NAVD 88 DATUM AND TO CHANGE FLOOD ZONE DESIGNATION FROM 'A8 -14' TO 'AE -13' REVISED OCTOBER 19, 2012 TO ADD BENCHMARK, ADDITIONAL ELEVATIONS, TREES AND REVISED ELEVATIONS OF THE GRATE INLET STATE OF GEORGIA CHATHAM COUNTY 14 13 R.B.F. N r0 41' P.O.L 8' co. STREET 60' R/W Co. REFERENCES: 1. DEED BOOKS 183D -362, 198F -581, 188J -340 Sc 298T -200. 2. SUBDIVISION MAP OF TYBEE ISLAND BY PERCEY SUGDEN DATED 1922 AND RECORDED IN M.B. 2— 8 & 9. 3. PLAT OF A PORTION OF THIS PROPERTY DATED 12/04/96 AND RECORDED IN P.R.B. 14P -161. 4. PLAT OF THIS PROPERTY RECORDED IN P.R.B. 34P -57. NOTE: ACCORDING TO 'FIRM' 1305100326E DATED 9/26/08 THIS SITE IS IN AN 'AE -13' FLOOD ZONE. 00 PLAT OF A PORTION OF FORMER STREET RIGHT —OF —WAYS LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE & 18th STREET, WARD No. 5, TYBEE ISLAND, GEORGIA. FOR: DEMERY R. BISHOP DATE OF SURVEY: AUGUST 22, 2006 DATE OF PLAT: AUGUST 22, 2006 (LAST REVISED OCTOBER 19, 2012) IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD 1/ 15,500 < ERROR /POINT 1" ADJ. METHOD CRANDALL E.O.C. PLAT 1 / 115,375 TOTAL STATION GEODIMETER 610 SCALE: 1"= 30' 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \01335 -5 10 -19 -12 8o iwosind ttoiiatizo Iilulvlo, 1 4no 1 OPYRIGHT © 2009 Cadman Designs W() (.?) 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ALL WiRiNn, SERVICE INCLUDFD MUST BE COPPER NO ALUMIUNivil ALLory,133 r3ection 9, sub-section El- Tybee Land DeveloprriOn Gq,A0 "1-2-m Rprom-0 j. Pitmo 11.1LIci." 5e-zi-ta.'-'0 e,V)N Oin EVI EIN ;FOIP,1 CODE' ©0,11C Evevy ciao:It hem hoop ril2Cie to -COE1O uloitadons, no rAferEAfM !f3y the imMower conotructi aqsSieritIF to viola",e, DMOV or oot any applimbin c.;vdcs Or NT:Mr:IV-1000.1110 FOVieW Find porriilt ohotild rot ,rod conotnind co c warennty miaArnntod. Poilowed Aro' FigagoozIri LmRanatuo r.;;;Vri3.17-,,'2n Nt-Aarie.11 Ro5cf,fil klrg'21era E-ArrN1 ALL e0iTiMUCTCON ;',IIVOT COMPLY V-J8TE1 706E OS111). 10 -aq, PiiMD T ine OrAti AND TUC) FPAIILY DWELLING COOE.,_20e, (.9 EDITiON :cieo 51:ATE OF 6:EORNA. islocSiNDMENTO. A minimum of two (2) means of egress shall be provided and shall be arranged to minimize the possibility that both might be rendered impassible by the eame 061Qtrnricy c;onolition. rctr-Von r?-90(P/'} Ail PlumbIng inatai!dfamm mucit comply wi;ro, Tho 1;12@f11221D2.g1 PliAiradiA Z:;0C10_2(20j, EC121PD Erma 02,sto rti Arnori6mGriip; R.C.P. = REINFORCED CONCRETE PIPE R.B.F. = 1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET P.O.L. = POINT ON LINE InOL410i1Ori5 rnu oistiply with Tho ea,D0,3' Mato 3noroy coao 7ind State C,O0iTIG tliTioi1=Aiii3k123 i1r)-(14 CRej7/41.4.'.417f. 1\J4 9. air 23g Thina'i NOTE: ELEVATIONS ARE BASE ON NGVD,C;(2aATUM. 76') NEW DRIVEWAY, PERVIOUS MATERIAL NEW RESIDENCE FIN. FL. EU 6,518 sq.ft. 0.15 acres bligb'E MUM FLOOt1 ELEVATION (AE-Zoiq Itilio_sitAlt: +fonts i'oquiFod FP,II@VOILTt&r prouNive 0-118!oz-loti ;?-.;;;;a2 floui olovollon, 1 :Num lion2 -mr_311 f:7U3'1GC) ic:1;;loor arm, DOW c;luen2 -mot '; o1 (3.? Mai' '0 St:ste 1-3461,9P) CERTIFICATE Olovelipri Corlfeste aftV Ing LOVELL AVENUE 30' R/W R.B.S. /GRATE INLE TOP LE. 537:76-1,Fia.:75-ZZC: t7Z2 CI:CM:71V czy fjr:a711drgf-i cyy aitz Es2bud C',3der °onc-.1 cez'42f4-;s::z;,, Fin C4, may i'f.quire letters of' credit or :2 secure the obligation. f '27 0131 All driveways niey.st be corrAPI-4.4 f porn-30Mo DonloQn-icult A Pfvv:liir3C,'" V:111 t` f:",f rib' 0' 771:-2C afixe finni butcdiacj !asp-edit:1n and a inspecdm h-F2;1/3 been panned, the dTe!une and tueteriselmr inez..1!laZinns at the site neve tizen approved, and any are211':,--,. -CCO;i1DE.S;124. 4 Ace, I bnn 34X)M4.13"1 FtR I lcig 'DAL, 7.1,oa,.-.; t. tio.REB:r1 E30 GO owAva,'.'.71% qRly CAlcr.Sr-3 rPV)5 one, +.,QA A-0 A claiveway openiPg. which fMtinocto (9 residential lot wilt puhiic Lthall not ;IV; ----- greater than 'f.vonty-fiv,P, ioft liv:i0t ARV. A/C A.F.F. AMSL B.C. BRG. BTWN. BM. CAB. CAR. CATH. CJ CLG. CLO. CMU C.O. CONC. CT. CTR. DBL. DJ DN. DW EA. EXT. EXIST. EW FND. FJ FR. FTG. GL. H.B. HGT. HEAD. HVAC JST. K.D. A. T. KW LAUN. LIN. LVL MAX. MANUF. MBL. MED. CAB. MSL MECH. MC MICRO ABOVE AIR CONDITIONING ABOVE FINISHED FLOOR ABOVE MEAN SEA LEVEL BASE CABINET BEARING BETWEEN BEAM CABINET CARPET CATHEDRAL CEILING JOIST CEILING CLOSET CONCRETE MASONRY UNIT CASED OPENING CONCRETE CERAMIC TILE COUNTER DRYER DOUBLE DOUBLE JOIST DOWN DISHWASHER EACH EXTERIOR EXISTING EACH WAY FOUNDATION FLOOR JOIST FRENCH FOOTING GLASS HOSE BIBB HEIGHT HEADER HEATS, VENTILATION & A/C UNIT JOIST KILZ DRIED AFTER TREATMENT KNEE WALL LAUNDRY LINEN LAMINATED VENEER LUMBER MAXIMUM MANUFACTURER MARBLE MEDICINE CABINET MEAN SEA LEVEL MECHANICAL MEDICINE CABINET MICROWAVE OVEN MIN. MIR. N. T. S. OC. O.H. OV. PAN. or PANT. P.C. PK. PL. PLWD. P SF P. T. R/A R&S REF. or REFG. REINF. RM. R.O. REVD. RM. S. or SLP. SF SH. SHLVS. SH T. SHW. or SHOW. S.L. SPECS. SYP. SQ. T T&G TRANS. TPD TB T.P. TR TYP. U.N.O. V VERT. W/ W.C. WD. W.LC. W.H. WWM WWF YP MINIMUM MIRROR NOT TO SCALE ON CENTER OVERHANG OVENS PANTRY PULL CORD POCKET PLATE PLYWOOD POUNDS PER SQUARE FOR PRESSURE TREATED RETURN AIR ROD AND SHELF REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED ROOM SLOPE SQUARE FEET SHELF SHELVES / SHELVING SHEET SHOWER SIDE LITE SPECIFICATIONS SOUTHERN YELLOW PINE SQUARE TILE TONGUE & GROOVE TRANSOM TOILET PAPER DISPENSER TOWEL BAR TOP PLATE TOWEL RING TYPICAL UNLESS NOTED OTHERWISE VINYL VERTICAL WASHER WITH WATER CLOSET (TOILET) WOOD WALK IN CLOSET WATER HEATER WELDED WIRE MESH WELDED WIRE FABRIC YELLOW PINE REVISED APRIL 3, 2007 TO SHOW ELEVATIONS, CHANGE NAME OF WHO SURVEY IS FOR AND SHOW GRATE INLET. REFERENCES: 1. DEED BOOKS 183D-362, 198F-581, 188J-340 & 298T-200. 2, SUBDIVISION MAP OF TYBEE ISLAND BY PERCEY SUGDEN DATED 1922 AND RECORDED IN M.B. 2- 8 & 9. 3. PLAT OF A PORTION OF THIS PROPERTY DATED 12/04/96 AND RECORDED IN P.R.B. 14P-161. 4, PLAT OF THIS PROPERTY RECORDED IN P.R.B. 34P-57. NOTE: ACCORDING TO 'FIRM 135164 0002 C DATED 6/17/86_ THIS SITE IS IN AN `A8-14' FLOOD ZONE. STATE OF GEORGIA CHATHAM COUNTY PLAT OF A PORTION OF FORMER STREET RIGHT—OF—WAY LOCATED BETWEEN CHATHAM AVENUE, LOVELL AVENUE Sc 18th STREET, WARD No. 5, TYBEE ISLAND, GEORGIA. FOR: DEMERY R. BISHOP THE ORIGINAL OF THIS DOCUMENT WAS SEALED AND SIGNED BY BERT B. BARRETT, JR, R.L.S. 2225 ON 04/03/2007 AND THIS REPRODUCTION IS NOT A CERTIFIED DOCUMENT DATE OF SURVEY: AUGUST 22, 2006 DATE OF PLAT: AUGUST 22, 2006 (LAST REVISED APRIL 3, 2007) IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.0. C. FIELD < ERROR/POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION 1/ 15,500 1" SCALE: r= 30' 0' 30' 60' CRANDALL 1/ 115,375 GEODItviETER 610 BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 013-35-3) NOTE TO GENERAL CONTRACTOR: FIELD VERIFY DURING CONSTRUCTION OF PROJECT, AND IN ACCORDANCE WITH TYBEE ISLAND PLANNING AND ZONING DEPARTMENT ORDINANCE; NO PORTION OF THIS STRUCTURE IE. TYPICAL BUILDING MATERIALS SUCH AS SHEATHING, TYVEK, EXTERIOR FINISHES INCLUDING, BUT NOT LIMITED TOO WINDOW CASINGS, TRIM, PEDIMENTS ETC. WILL BE PERMITTED TO PROJECT BEYOND THE BUILDING SETBACK LINE REGARDLESS OF THE LOCATION OR OCCURRENCE. ALL PROJECTS ARE MEASURED FROM THE GROUND VERTICALLY INTO AN INFINITE AIR SPACE AS DEFINED BY PLANNING AND ZONING. FOR FURTHER CLARIFICATION PLEASE CONTACT: TYBEE ISLAND PLANNING AND ZONING DEPARTMENT 912-786-4573 : SHEET COPYRIGHT © 2009 Cadman Designs Stair Tower FIN. FL. EL. 7.75 4" THK. 3000psi CONC. W /6x6 W 1.4x W1.4 WWF ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL. FIN. FL. EL. 7.41 4" THK. CONC. SLAB W/12" TND. DN. FTG., TYP. TABBY STUCCO FIN. 16 "x16 "x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. HOOK 90' INTO FOOTING #5 CONT. REBAR 16' -4" 4' 2" 1' -4" 11' -6" 1' -4" 8' -6" 1' -4" 6' -4" 1' -4" 7' -8" 1' -4" 7' -8" 1 r `� - r --1 r --f r --f r -f �n��nn�ntn���i��n�nmm �I i�n�nic�n■■n unn�m!!� � - -- -� � -- - -- - - - - -- , I ;Ili I I % : i_i i r- I�� 1 I - - -N - I f - -$- I I -- __N- L___J L___J L___J L___J L_ ` ___ `n THICKENED SLA SEE r, - r �-' - - - - -- _� i L ,{ ELE ATOR 0 DETAIL 4/A2. � - " -11" 3' -2" r- 6' -6" 2' -10" 5' -9" 1 1 12' -10" 9'-6" _ 26'-8" �' - __._j- j r r Open Storage i r/ -I I 1 FIN FL ELE. 7.41 1 F44 f n11 l01ll irl l IE 11111111111111911111111101 1 1 4" THK. 3000psi CONC. L _ �. o i ( 1 W 16x6 W 1.4x W1.4 wwF , ,- { (-- -- -- •• 1 � �' � � .i _,.t - i ON 6 MIL VAPOR BARRIER � 4'� -10" 4" _ �- J � i OVER TERMITE TREATED } - / COMPACTED FILL. ( r- ' 1'T0" 2'-6" CONT. 300 psi CONC. o 4 "STEP / FOOTING W/3 #5' , TYP. 3' -6 "x 3' -6 "x 1' -8" 3000psi. i l / � \ �� CONC. FOOTINGW/4 #51s lo i �s ... %�� ..� EACH WAY, TYP. i r - - -, 16" X 16" CONC. PIER 1 - „_j i i _ J FILLED W /3000 psi CONCRETE ( [ u - REINFORCED W/4 #5 VERTICAL, TYP. ( 2" 1 STEP 1 1 r' .��_J L__rt..J ' r f f L_llJI 1 Garage Opn Space 1'•L L J __J FIN. FL. EL. 7.25 { FIN. FL. EL. 7.75 4" THK. CONC. SLAB r-- 1 N 4" THK. 3000psi CONC. 1 1 W/12" TND. DN. FIG., TYP. 1 1� ON666MIL VAPOR BARRIER BARR ER I (' 1 1 1 "'\ 0' OVER TERMITE TREATED i 1 i T 1 _ J COMPACTED FILL. b L. � J L '" . lIs SEE DETAIL 1 /A10. d L___J L___J J �,1' 4� 4' -8" x,1'-4" 12' -0" 1 11' -O" 1 y4" / 11' -8" 1> 4" / 3' -2" -43 6' -4" -44� 3' -2" 1' -4j / 6' -O" 27' -0" / 13' -O" 4 . / 17' -0" / 6' -2" 70' -2" P.T. 4x4 POST, TYP. 2' -O" DIA. CONC. FOOTING SEE DETAIL 3/A2. VERIFY EXACT LOCATION FOR STAIRCASE TO GRADE PRIOR TO CONSTRUCTION. w w z w 0 w v) 5 w cc DBL. LAYER OF 6x6 1.4x1.4 WWF FIBERMESH AT PERIMETER. 1/2" P.E.J, TYP. �\ FIN. GRADE VARIES/ \i/\\// MIN.A�, / \ro �'. FOUNDATION PLAN SCALE: 1 /4 " =1' -0" 4" 3,000 PSI CONC. SLAB W /6x6 1.4x1.4 WWF OR FIBERMESH 6 MIL. VAPOR BARRIER FIN. FL. EL. SEE PLAN FOUNDATION NOTES: 1x4 VERT. 0 6 "o.c. ALL cot~ -F x-Tom MUST COMPLY MTN T9 SST - 10 -A9_ AND THE WIC OtN4 AND IV O PLUMY DWELLING CODE AND STATE oF EDITION EOFT4. I.a.. R.:17ND aENTS. LATTICE UNDERPINNING COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. ADD LAYER OF 6x6 1.4x1.4 WWF AT PERIMETER c 4 j ,2 #5 CONT. LAP 25" & ��� \� 25" CORNERS -_- 3" CLEAR, TYP. i��\ \ �j \ \jslDEs Z CONT. #5 REBAR 4" 3,000 psi CONCRETE SLAB FIN. FL. EL. SEE PLAN 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98% UNDER SLAB: 97% 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE 3" CLEAR PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C -1116, TYPE 1I1. 8. VERIFY FINISH FLOOR ELEVATION MTh THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS. 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. 4 #5 EA. WAY TOP & SOT. FIN. GRADE VARIES FOOTING SECTION SCALE: 3/4 " =1' -O" /s/ \ / /i o. ■ / \/. a \ /\\ . \ /i, 1 #3 HORIZ. TOP AND BOTTOM 0 18" 0.C. CLR. e n' .D j, ���\.. i\\,\\/ ,p ,. s \� / / /• \ \�/ 1 % /\\/ 6x6- W1.4xW1.4 WWF / \ / / \ / / /\ COMPACTED OR UNDISTURBED SOIL FREE \y \� \\/ \ \� \j� ,� OF ORGANICS MIN. LOAD BRG. CAPACITY %�� \ / /��� \ / / \� \// OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 0 0 z 6 MIL VAPOR BARRIER, TYP. EXTERIOR STUCCO STUD WALL, REQUIRED LATERAL FORCE. REF. FEMA TECH. BULLETIN 5 -9 -3. 2#5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" CORNERS) CONT. #5 REBAR- RECESSED SL SET P.T. POST IN 3,000 psi CONC. FIN. FL EL. 7.75 SEE-PLAN 4" 3,000 psi CONCRETE SLAB 5/8" DIA.x10" MIN BOLT W/7" MIN. EMBED 0 16 "o.c. W/3x3x1/8 PLATE WASHER. (NOTE: A BOLT MUST BE PROVIDED WITHIN 6" TO 12" OF EACH END OF PLATE AND WITHIN 12" OF ALL CORNERS SECTION SCALE: 3/4 " =1' -O" 6x6- W1.4xW1.4 WWF 6x6- W1.4xW1.4 WWF 6 MIL VAPOR BARRIER !NTE 6 R LOAD M4 i-06\9 0 MALLS '11C SECT 176Q2.4 INTERIOR LOAD SAN CR WALLS SHALL BE CONSTRUCTED, FRAMED AND FIRE: LOCKED AS SPECIFIED �� EXTER /Or HALL 2. 2 - #5 CONT. FIN./ FL. EL. SEE PLAN li 'i/ V V V \ \ / A '\� \ \ // /\ /j \ /j \ 6 MIL. VAPOR BARRIER /\i \ i. /i /\ \1x / /\ O ORGANICS MIN. LOAD BRG. CAPACITY \%���! \ F O UNDISTURBED I OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. CRUSHED STONE :sx 7/� �i�� ce j \// COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 1 #3 HORIZ. TOP AND BOTTOM ® 18 "o. ELEVATOR PIT SECTION 3 #5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" ® CORNERS) SCALE: 3/4 " =1' -0" NOTE: VERIFY FOUNDATION PIT W /ELEVATOR MANUF. FOUNDATION FOUNDATION SECTION AT EXTERIOR STAIRCASE SCALE: 3/4 " =1' -0" SECTION SCALE:3 SHEET A2 OF 14 ISJ -4 16' -4" 4' 2" 1' -4" 11' -6" 1' -4" 8' -6" 1' -4" 6' -4" 1' -4" 7' -8" 1' -4" 7' -8" 1 r `� - r --1 r --f r --f r -f �n��nn�ntn���i��n�nmm �I i�n�nic�n■■n unn�m!!� � - -- -� � -- - -- - - - - -- , I ;Ili I I % : i_i i r- I�� 1 I - - -N - I f - -$- I I -- __N- L___J L___J L___J L___J L_ ` ___ `n THICKENED SLA SEE r, - r �-' - - - - -- _� i L ,{ ELE ATOR 0 DETAIL 4/A2. � - " -11" 3' -2" r- 6' -6" 2' -10" 5' -9" 1 1 12' -10" 9'-6" _ 26'-8" �' - __._j- j r r Open Storage i r/ -I I 1 FIN FL ELE. 7.41 1 F44 f n11 l01ll irl l IE 11111111111111911111111101 1 1 4" THK. 3000psi CONC. L _ �. o i ( 1 W 16x6 W 1.4x W1.4 wwF , ,- { (-- -- -- •• 1 � �' � � .i _,.t - i ON 6 MIL VAPOR BARRIER � 4'� -10" 4" _ �- J � i OVER TERMITE TREATED } - / COMPACTED FILL. ( r- ' 1'T0" 2'-6" CONT. 300 psi CONC. o 4 "STEP / FOOTING W/3 #5' , TYP. 3' -6 "x 3' -6 "x 1' -8" 3000psi. i l / � \ �� CONC. FOOTINGW/4 #51s lo i �s ... %�� ..� EACH WAY, TYP. i r - - -, 16" X 16" CONC. PIER 1 - „_j i i _ J FILLED W /3000 psi CONCRETE ( [ u - REINFORCED W/4 #5 VERTICAL, TYP. ( 2" 1 STEP 1 1 r' .��_J L__rt..J ' r f f L_llJI 1 Garage Opn Space 1'•L L J __J FIN. FL. EL. 7.25 { FIN. FL. EL. 7.75 4" THK. CONC. SLAB r-- 1 N 4" THK. 3000psi CONC. 1 1 W/12" TND. DN. FIG., TYP. 1 1� ON666MIL VAPOR BARRIER BARR ER I (' 1 1 1 "'\ 0' OVER TERMITE TREATED i 1 i T 1 _ J COMPACTED FILL. b L. � J L '" . lIs SEE DETAIL 1 /A10. d L___J L___J J �,1' 4� 4' -8" x,1'-4" 12' -0" 1 11' -O" 1 y4" / 11' -8" 1> 4" / 3' -2" -43 6' -4" -44� 3' -2" 1' -4j / 6' -O" 27' -0" / 13' -O" 4 . / 17' -0" / 6' -2" 70' -2" P.T. 4x4 POST, TYP. 2' -O" DIA. CONC. FOOTING SEE DETAIL 3/A2. VERIFY EXACT LOCATION FOR STAIRCASE TO GRADE PRIOR TO CONSTRUCTION. w w z w 0 w v) 5 w cc DBL. LAYER OF 6x6 1.4x1.4 WWF FIBERMESH AT PERIMETER. 1/2" P.E.J, TYP. �\ FIN. GRADE VARIES/ \i/\\// MIN.A�, / \ro �'. FOUNDATION PLAN SCALE: 1 /4 " =1' -0" 4" 3,000 PSI CONC. SLAB W /6x6 1.4x1.4 WWF OR FIBERMESH 6 MIL. VAPOR BARRIER FIN. FL. EL. SEE PLAN FOUNDATION NOTES: 1x4 VERT. 0 6 "o.c. ALL cot~ -F x-Tom MUST COMPLY MTN T9 SST - 10 -A9_ AND THE WIC OtN4 AND IV O PLUMY DWELLING CODE AND STATE oF EDITION EOFT4. I.a.. R.:17ND aENTS. LATTICE UNDERPINNING COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. ADD LAYER OF 6x6 1.4x1.4 WWF AT PERIMETER c 4 j ,2 #5 CONT. LAP 25" & ��� \� 25" CORNERS -_- 3" CLEAR, TYP. i��\ \ �j \ \jslDEs Z CONT. #5 REBAR 4" 3,000 psi CONCRETE SLAB FIN. FL. EL. SEE PLAN 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98% UNDER SLAB: 97% 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE 3" CLEAR PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C -1116, TYPE 1I1. 8. VERIFY FINISH FLOOR ELEVATION MTh THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS. 10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. 4 #5 EA. WAY TOP & SOT. FIN. GRADE VARIES FOOTING SECTION SCALE: 3/4 " =1' -O" /s/ \ / /i o. ■ / \/. a \ /\\ . \ /i, 1 #3 HORIZ. TOP AND BOTTOM 0 18" 0.C. CLR. e n' .D j, ���\.. i\\,\\/ ,p ,. s \� / / /• \ \�/ 1 % /\\/ 6x6- W1.4xW1.4 WWF / \ / / \ / / /\ COMPACTED OR UNDISTURBED SOIL FREE \y \� \\/ \ \� \j� ,� OF ORGANICS MIN. LOAD BRG. CAPACITY %�� \ / /��� \ / / \� \// OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 0 0 z 6 MIL VAPOR BARRIER, TYP. EXTERIOR STUCCO STUD WALL, REQUIRED LATERAL FORCE. REF. FEMA TECH. BULLETIN 5 -9 -3. 2#5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" CORNERS) CONT. #5 REBAR- RECESSED SL SET P.T. POST IN 3,000 psi CONC. FIN. FL EL. 7.75 SEE-PLAN 4" 3,000 psi CONCRETE SLAB 5/8" DIA.x10" MIN BOLT W/7" MIN. EMBED 0 16 "o.c. W/3x3x1/8 PLATE WASHER. (NOTE: A BOLT MUST BE PROVIDED WITHIN 6" TO 12" OF EACH END OF PLATE AND WITHIN 12" OF ALL CORNERS SECTION SCALE: 3/4 " =1' -O" 6x6- W1.4xW1.4 WWF 6x6- W1.4xW1.4 WWF 6 MIL VAPOR BARRIER !NTE 6 R LOAD M4 i-06\9 0 MALLS '11C SECT 176Q2.4 INTERIOR LOAD SAN CR WALLS SHALL BE CONSTRUCTED, FRAMED AND FIRE: LOCKED AS SPECIFIED �� EXTER /Or HALL 2. 2 - #5 CONT. FIN./ FL. EL. SEE PLAN li 'i/ V V V \ \ / A '\� \ \ // /\ /j \ /j \ 6 MIL. VAPOR BARRIER /\i \ i. /i /\ \1x / /\ O ORGANICS MIN. LOAD BRG. CAPACITY \%���! \ F O UNDISTURBED I OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. CRUSHED STONE :sx 7/� �i�� ce j \// COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 1 #3 HORIZ. TOP AND BOTTOM ® 18 "o. ELEVATOR PIT SECTION 3 #5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" ® CORNERS) SCALE: 3/4 " =1' -0" NOTE: VERIFY FOUNDATION PIT W /ELEVATOR MANUF. FOUNDATION FOUNDATION SECTION AT EXTERIOR STAIRCASE SCALE: 3/4 " =1' -0" SECTION SCALE:3 SHEET A2 OF 14 RAIN DRIP FLASHING, TYP. 3"x8" METAL GATE HINGE, TYP. STAINLESS STEEL PARKtiVit 1.1-?nsath habita hzibitable TYP TIT8 APPLY 1/2" PLYWOOD SHEATHING TO PERIMETER OF ELEVATOR SHAFT. DBL. 3'-O" WIDE LATTICE GATES. VERT. LATTICE TO MATCH UNDERPINNING. SEE ELEVS. SHTS. A5 & A6. 70'-2" HOSE BIBB 3-1 3 4 x16 MICROLAM 1.9E 3-1 3 /4"x16" MICROLAM 1.9E 3-1 3 4 x16 MICROLAM 1.9 FIXED LATTICE UNDERPINNING PANELS, TYP. 32"x32" LOUVERED HYDROSTATIC VENTS W/SCREEN, TYP. OF 5. \ FRAME 8" A.F.F. 'GO-BOLT' MOUNTED TO FLOOR BEAMS. INSTALL AS PER MANUF. SPECS. 1 3/4"x16" MICROLAM 1.9E NOTE: ALL FRAMING TO BE P.T. ON LOWER LEVEL HOSE BIBB ft GAS BIBB 3"-0" WIDE LATTICE GATE. VERT. LATTICE TO. MATCH UNDERPINNING. SEE ELEVS. SHTS. A5 & A6. 18'-0" 2" STEP OUTDOOR SHOWER 2-1 3/4"x16" MICROLAM 1.9E am. um 11111110 Open Space (CONC. PAVERS) (3)1 3/41'4 1/4"LVL BOLTED TOGETHER(WOM ANI ZED), DBL. 3' GATES. MATCH U ELEVS. RT. DER TS. E LATTICE ATIICE TO INNING. SEE 5 & A6. :2Z1=ZEZI;;;Va (2)1 3/4"x9 1/4"LVL BOLTED TOGETHER(WO 2" DRIP CAP (TABBY) 6" HEADER, TYP. (TABBY) 6" DOOR CASING TABBY PUSH-BUTTON HANDLE, STAINLESS STEEL, TYP. FINISH GRADE SEE DOOR SILL SECTION ENTRY DOOR DETAIL SCALE: 3/4"=1'-0" it-O" 2-1 3/4"x16" MICROLAM 1.9E HOSE BIBB 2-1 3/4"xl 6" MICROLAM 1.9E ANI ED), 6'-4" 3'-2" 4' -10" /C-4" 36'-2" Lower Levet floor Plan Scale: 1/4" emzz222 = TYPICAL SHEAR WALL. SECTION (SEE SHT All. FOR DETAIL) NOTES: 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD BEARING WALLS. • 0 . IRE ETS or PURLINS 0 P RIMETER. 3. GARAGE FINISHES TO BE WATER RESISTANT BELOW. FLOOD PLAIN 14.0 MSL. - - 11-1 3 4. C TO BE 8' - 0" UNLESS NOTED OTHERWISE. 5. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 6. INSTALL 4" PVC IN-WALL DOWNSPOUT FROM STAIRTOWER LANDING, SEE SHT. A5. DISCHARGE DRAIN TO EXTERIOR. SEE CIVIL DWGS. place sidelite CO face of door plain 1 1/2" jam 1 1/4" pilaster BRICK PAVERS ON SAND BED BRICK ROWLOCK 2x pli I) L. 0 0 1 1/4" pilaster 1 1/2" plinth ,-met�l threshold i(--3/4" t&g heart SPLIT JAMB 4 CONC. SLAB DOOR SILL SECTION SCALE: 3/4"=1'-0" SHEARWALL, SEE DETAILS SHEET All, TYP. RAIN DRIP FLASHING, TYP. 2" DRIP CAP (TABBY) 1"x6" HEADER, TYP. (TABBY) 4 414 • 4 4 4 4 4 4. A• • 4 4 • • .4 4 4 44 4 4 - .4 -4 4. 4 4 a 4 4 4 :1 4 4. ' • 4 4 4 4 4 • :4 4 4 4 .4 4 4 4 4 . 4 a 4 4 4 4. 4 .4 4 4 4 4 . .4. 4 • 44 • 4 43- 4 - 4 4 4 4 44 4 4 44 4 4 4 4 4 4. 4 - " 4 4 LI j 1"x4" RAISED TABBY TRIM, TYP. FINISH GRADE RAISED STUCCO PANEL DETAIL SCALE: 3/4"=1'--0" St f/ 2" DRIP (TABBY) W/FLASHING, TYP. 4x4 P.T. POST, TYP. FIELD VERIFY EXACT LOCATION. A A . a " HEADER (TABBY),i, 4 .: t .4 . . 2, -No z III i 4. IN , , z. 12" STAINLESS STEEL ' HANDLES, TYP. GARAGE FINISH FLOOR ELEV. 7.75 DRIVEWAY VARIES GARAGE DOOR DETAIL SCALE: 3/4"=1'-0" 1 1/8" BEADED BRICK MOULD STEEL DOOR, STAMPED ° CARRIAGE STYLE (PAINTED), TYP. 4 BEADED DROP PANEL, TYP. 12" STAINLESS STEEL ATTACHED HINGES, TYP. RECESSED 1" -MIN. CONCRETE APRON TO DRIVEWAY. FIELD DETERMINE COPYRIGHT 0 2009 Cadman Designs SHEET A3 oP• 14. SHEARWALL, SEE DETAILS SHEET Al1, TYP. \ \ \ 8 3/4" s N fi V"' \ \ \ 1' -0" VARIES f -=)" 26' 8" 13' -3" 1O' -10" 1O' -7" 8' -10" UP TO SECOND FLR. 17 R 7 3/8" 1' -O 6 1/2" CLG HGTS BASEBOARDS / DUAL SHOWER HEADS. OWNER TO SELECT. P QE 10 hmT � J o E. : m w 0_. y OTHER. 2 PIECE 0 ufl__ p 6' 2 5- I 36 EASE CAP • I 27 SHOE MOULD. xS STOCK x6 STOCK 6 26x 68 REMARKS LOW R LVL I GARAG■■ 7 20x 68 2 6 PANEL MOLDED INTERIOR 8 I1 _ o 6 PAN. - POCKET re, 40x 68 2 DBL. 2' -O" 6 PAN. MOLDED INT. 10 28x 68 10 6 PANEL MOLDED INTERIOR 11 ■ FOYER / STAIRTOWER W n DQL. 2' 8" ,c2. LOUVCRCD DOORS DOWN 30x 68 • ELEVATOR rnamm PANTRY 1 • NUN • moo 1 - - ` 2/3 UTE - STEEL PANEL II -� '0 90x 70 2 Q cv 3 Laundry o d d a3 3 . R &s 0 ._._._. • 17 '_ G `;, � �� S'F� 9 % WER -0" GLASS DOOR - SHOWER- FRAMELESS 24x 68 COVERED STORAGE ■■■■on" 19 �• 2 2/3 LITE - SP1R2 ASCENT I I in 1 2' © Master Bath -8" 3' -5" 2' -6" no Q t 4' -10" 6x6 P�' 'OR T LOWER , r r.-1 ° SINK DW l � � / 1 �' 1 � Kitchen `. `� U.fl■Q■.U-.❑. 1 I 1 i3' -6" 7 6' -10" M. CIO. ` mm. / 11' -10" '� i' III 1 _-- ---- -- nonoUU OPEN __UrU ■UUU 13'-8" _ mom 10 114' -8/- UU OS ■•U'ammo o '_ I 1 ■Uam UUUUUUUUUUU �`� __mum ���►» A 4'x-10" c.i d 3 ao i fi '"� = �1 z Z�I mr) moUmom' 5 I 0 min W. , mi■■■■■■••■■R-mom 4x4 NEWEL POST W /CAP, TYP. t 3' HIGH HANDRAIL `n W /CAP, TYP. _j � Y PWd.Rm. Stair Tower 10 . _ . • _ • _ . -.. R &S -1' I d STAIRTOWER ;. - � °� 1 • • SEE io NOTE 6. t � 10 F + - t DBL. -56-0- 16" TJ's SERIES- • V 4; GREAT ROOM \ - - - 1 1 11� II , /�/ .../ �� 10 ■U . ■■■ DINING ROOM ones' Q in '- U o ,- I M ■a■■no t ;n m • 1 1 2 11 O I Z 19 U.UR■ 36" HIGH; WALL T. A3. 0 COUNTER i TOP. VERIFY YYI/CI BINET CONTR. PRIOR TO min Rmammon / URN i FLOOR DRAIN, SEE NOTE 6 S 1-WTI lo w • • \ ' Lai I MOM hallway ■.■ Master Suite •MMEIMM 0 0 = 10 0 .MM -' ; ■O■■■R.D■■.■■RD■■ $o t 4 -0 " v (/) w ce NU in _co to - -_ \ d 1 ._J N d 18' -0" --/ • m °m I I a •. `� © .■.D■.OR■.■M■■.■-■ ONS -IIbN. ° I • 1 j POWDER ROOM (PWD.RM.) , [[ 0 I !� N ����1l • LI■■. \ i LAUNDRY ■URDRR P fit 8" / "X6'-D" 2' -8" a to , GAS BBB ,. s • MM Great Room MASTER SUITE ND 1111111111011111111311111111 • ■■ • ■■■ MASTER CLOSET on 6' -0" 1>! i on i\ 4 4' -8" �-KV A001 o 1= O Cp � N 52 O i I I I I moon �� I I ..:... I 1 - I 1 I -2%:::. 111 - - - -1 LINEN CLOSET ..onUNDURRRDRRDRR_DUN ©� 2'-0 DOOR W RETURN_ J o 1 10 RAFTERS N TURNE DOWN-0' ammo R ■U minima" _■RU■ W /MECH. CONTR. PRIOR TO CONST. / a z i � e EXPOSE ;W T1 -1 / i UPSIDE mum RRR'mom Rmom U'moo ;/�7. mi � Rin' RUNU RR■R __mom 'ammonia.'UmaU / 3' -1" 'ROOF _■R•■ l 1 _p " © _ 0 © ' 4' -O" 3' -1" -- -- SHEATHING mom •■■■■■■•ammo in i Roo III `2 Covered Porch w / t,a Q i i I k I I I I 111111111111111111111111111 (TILE) 1n 4. i III - r --- ono 2x8' • 1 TRIM i CLG. I PRIOR 1 ED `DS • 4' -0" / r PL III •■R.■D■,-U■ \ 11' R, TYP. A5. CLO. I L `� f " fi 12 -0 a / � �� 1O' -0" 8x P.T. PILAS , i DETAIL VERI ■■ SEE S'T 1 1 , ti TO C•NST. IM- / / -� 18'=-0" ► 1 • • --- -J L - - -- - - -1 r- i i ® J L J • i0 3' -0" HIGH HANDRAIL SEE DETAIL SHT. �,- A5.P: GUEST SUITE 2 ••• -1 I- i i 1 1 ® 1 I i 1 1 CLO. 2 ❑R N RUURDNURDR■ •RU DUN :A 2 am R •RRfRURUoRR.RR_ • HALLWAY 0URRRROM •URU "aom_0 f " / 12 -0 f I 7 -6 " „ - oll Flil���; I,lll 13' -O" BO D H BOLTED TOGETHER(WOMANIZED), TYP. 17' -0" 6' -2" / " ! H 7 5 -5 8x8 P.T. POST W /CAP, TYP. SEE DETAIL SHT. A5. f " 7 -6 6' -0" 27' -0" / 33' -0" 36' -2" 70' -2" First floor Plan Scale: 1/4 " =1' -0" - TYPICAL SHEAR WALL SECTION (SEE SHT All FOR DETAIL) NOTES: 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD BEARING WALLS. 2. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 3. HVAC UNITS TO BE 13.0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. 4. CEILING HEIGHTS TO BE 9' -O" UNLESS NOTED OTHERWISE. 5. ALL PLUMBING WALLS TO BE 2x6 FRAMING. 6. VERIFY MECH. UNIT LOCATION W /MECH. CONTRACTOR PRIOR TO CONSTRUCTION, TYP. Wall Legend 2x6 FRAMED WALLS 2x4 FRAMED WALLS SHEARWALLS 8 3/4" 2' -O "± Q/YP.ROUND, COFFERED TRAY DETAIL NOT TO SCALE r N ISh SCh E D U LE - VERIFYW /NTERIORDESIGNER ROOM NAMES FLOORS WALLS MOLDING CLG HGTS BASEBOARDS 4 a cow I P QE 10 hmT � J o E. : m w 0_. y OTHER. 2 PIECE 0 ufl__ p 6' 2 5- I 36 EASE CAP • I 27 SHOE MOULD. xS STOCK x6 STOCK 6 26x 68 REMARKS LOW R LVL I GARAG■■ 7 20x 68 2 6 PANEL MOLDED INTERIOR 8 28x 68 1 6 PAN. - POCKET 9 40x 68 2 DBL. 2' -O" 6 PAN. MOLDED INT. 10 28x 68 10 6 PANEL MOLDED INTERIOR 11 ■ FOYER / STAIRTOWER am n DQL. 2' 8" ,c2. LOUVCRCD DOORS in 30x 68 • ■.n■ rnamm 30x 68 1 • NUN 14 28x 68 GARAGE / GAR. STOR. 2/3 UTE - STEEL PANEL •UN..E■■..n■Q■.■um. 90x 70 2 STEEL PANEL GARAGE DOOR 16 16x 68 1 3 PANEL MOLDED INTERIOR 17 20x 70 2 GLASS DOOR - SHOWER- FRAMELESS == 24x 68 COVERED STORAGE ■■■■on" 19 28x 611 2 2/3 LITE - SP1R2 ASCENT mon no ■-■D■ ENTRY PORCH .U.■RUUU U.fl■Q■.U-.❑. OPEN SPACE mm. mamma" nonoUU __UrU ■UUU mom UU Umom ■•U'ammo ■Uam UUUUUUUUUUU __mum ■�•Umaim' moUmom' mom min mi■■■■■■••■■R-mom FIRST FLOOR �UUU•RUUURUUIUUUUMIMURN STAIRTOWER an U• m noUnmmanoR • URN GREAT ROOM Ra.■.mi.' nmma . ■U . ■■■ DINING ROOM ones' ■a■■no m • ■.11:2■R. KITCHEN U.UR■ min Rmammon UR • URN PANTRY MOM ■.■ +■.■I •MMEIMM .MM HALLWAY ■O■■■R.D■■.■■RD■■ • ■.■ HVAC CLOSET .■.D■.OR■.■M■■.■-■ • ■ FIELD VERIFY CLG. POWDER ROOM (PWD.RM.) , • ■.■..a■ •.U.■a.■ LI■■. LAUNDRY ■URDRR • R.❑■I.■ORU • MM MASTER SUITE ND 1111111111011111111311111111 • ■■ • ■■■ MASTER CLOSET on on 'ammo N• n • MASTER BATH moon ..®.■ . ■■■■ammonia LINEN CLOSET ..onUNDURRRDRRDRR_DUN amRR ammo R ■U minima" _■RU■ mum RRR'mom Rmom U'moo mi ■UNRum Rin' RUNU RR■R __mom 'ammonia.'UmaU mom" _■R•■ ■■•■ mom •■■■■■■•ammo ■•■ SECOND FLOOR II 111111111111111111111111111 III STAIR HALLWAY ono ■■■■D.■n■RRD..E■■■ GUEST SUITE I ❑UN■■UD■■ •■R.■D■,-U■ CLO. I L RRURRL • UMMC1RRMM • ■■ BATH I .U■.■RDUNRUDRUDRU __CUR HVAC CLOSET UR••• namomnimmommoono FIELD VERIFY CLG. GUEST SUITE 2 ••• min. nomRinU "mum N CLO. 2 ❑R N RUURDNURDR■ •RU DUN :A 2 am R •RRfRURUoRR.RR_ _NN HALLWAY 0URRRROM •URU "aom_0 STUDY NOOK OM MMOR■■RD■.❑R.- II.■ LIN r! UURRRDR.R■DR. nom n • ■UNURRUNRURU•R ammonia UN ■ummom NRURR mum RUNUR INTERIOR FINISHES: DRYWALL: TILE SURROUND, OWNER TO SELECT, TYP. \ \ U \ b) 0 0 fi 0 N N 0 io 1. ALL WALLS TO BE PAINTED SHALL BE 1/2" GYP. WALLBOARD, SEE FIN. SCH. THIS SHT. ALL JOINTS SHALL BE TAPED, COATED AND SANDED. SANDING SHALL BE DONE WITH VACUUM ATTACHED SANDERS, CONNECTED TO FILTERED, DISPOSAL CONTAINERS. 2. DRYWALL SHALL BE NAILED DIRECTLY TO STUDS 0 8 "o.c. IN WALLS. 3. DRYWALL IN BATHROOMS SHALL BE 5/8" WATER RESISTANT AT WET AREAS RECEIVING TILE OR CULTURED MARBLE SURROUND. OWNER TO SPECIFY. 4. INSTALL BATHTUB PRIOR TO DRYWALL INSTALLATION. 5. APPLY DRYWALL HORIZONTALLY WITH THE FACTORY (PAPERBOUND) EDGE ABUTTING THE TOP EDGE OF THE TEMPORARY NAIL SPACER TO ALLOW A MIN. 1/4" SPACE BETWEEN THE LIP OF TUB AND DRYWALL. 6. ALL WALLS ON FIRST FLOOR AS NOTED IN SCHEDULE TO COVERED WITH 6" S3S HORIZ. PINE (PAINT GRADE) OVER 1/4" GYP. WALL BD. DO NOT TAPE, COAT AND /OR SAND, NAIL AS PER NOTE 2 ABOVE. FLOORING: 1. RECLAIMED #1 GRADE HISTORIC PINE, SEE SCH. FOR LOCATIONS. 2. WOOD FLOORING SHALL BE NAILED DOWN AS REQUIRED. 3. INSTALL TILE FLOORING AS PER DRAWINGS. OWNER SHALL SPECIFY TYPE, COLOR, AND STYLE. TILE SHALL BE FINISHED AS PER MANUF. SPECS. 4. ADHESIVE SHALL BE WATER - SOLUBLE, MULTIPURPOSE LATEX ADHESIVE. APPLY AS PER MANUF. SPECIFICATIONS. VERIFY CORRECT ADHESIVE FOR TILE SELECTION. PAINTING: 1. WALLS TO BE PAINTED WITH 1 COAT FLAT LATEX AS DIRECTED. 2. CEILINGS TO BE PAINTED WITH 1 COAT CEILING LATEX AS DIRECTED. 3. TRIM TO BE PAINTED WITH 1 COAT OIL BASED ENAMEL AS DIRECTED. 4. VERIFY W /OWNER FOR ANY SPECIFIC PAINTING INSTRUCTIONS. 5. SEE ROOM FINISH SCHEDULE THIS SHEET. MISCELLANEOUS: 1. INTERIOR DOORS SHALL BE FULL HORIZ. PANELS, SMOOTH MASONITE, SOLID CORE W /BRUSHED NICKEL HARDWARE. 2. INTERIOR WOOD WORK SHALL BE PAINT GRADE, PRIMED AND PREP TO BE PAINTED, UNLESS NOTED OTHERWISE. 3. MOLDINGS TO BE VERIFIED W /OWNER. DOOR AND WINDOW CASINGS: 1x4 HEADER, & CASING W /RB -74 BED MOULD CAP. 1 PIECE CROWN: 2 3/4" Re -70 BED MOULD. 2 PIECE CROWN: 2 3/4" RB -70 BED MOULD OVER 1x6 STOCK. 4. ALL INTERIOR TRIM MOULDINGS TO BE VERIFIED W/ OWNER PRIOR TO CONSTRUCTION. 5. INTERIOR WINDOWS SHALL HAVE A STOOL RB -39 & 1x4 APRON. WOOD STAIRCASE TO GRADE. FIELD VERIFY RISE & RUN TO FINISHED GRADE. 4x4 P.T. NEWEL POST, TYP. SEE DETAIL SHT. A5. CEILINGS: 1. INTERIOR CLGS. TO BE 4x8 'BEAD BOARD' PLYWOOD SHEETS (SMOOTH FINISH), SEE PLANS & FIN. SCH. 2. ALL EXTERIOR CLGS. TO BE 4x8 BEAD BOARD PLYWOOD SHEETS (ROUGH FINISH). 3. ALL CLGS. SHALL PRIMED AND PAINTED, SEE ABOVE FOR PAINTING INSTRUCTIONS. 4. VERIFY W /OWNER PRIOR TO INSTALLATION FOR BOARD RUN DIRECTIONS. i�b =e�II Be ©�'s� 's31 Moril9tI i i PiHrl icArin ;3Ivi2�r: I'J Y ESCAPE CI iiE E OPEIIN EC`s. 310 CY ESCAPE ANA f CLJ OPENINGS SUM NET Pmum W 6.9 •1 . W. I L0N PENINO SHAD; ORMINE QV 5 5q, =Yi�;�Yss�v>t"5 €TB 181 1Nr- TALE T DOOR SCHEDULE 0 SYMBOL SIZE QUAN. DESCRIPTION 1 54x 611 4 FRENCH - ASCENT 2 50x 68 1 CASED OPENING 3 50x 611 1 FRENCH - ASCENT 4 28x 68 2 CASED OPENING 5 24x 68 2 6 PANEL MOLDED INTERIOR 6 26x 68 2 6 PANEL MOLDED INTERIOR 7 20x 68 2 6 PANEL MOLDED INTERIOR 8 28x 68 1 6 PAN. - POCKET 9 40x 68 2 DBL. 2' -O" 6 PAN. MOLDED INT. 10 28x 68 10 6 PANEL MOLDED INTERIOR 11 54x OR 3 DQL. 2' 8" ,c2. LOUVCRCD DOORS 12 30x 68 2 2/3 LITE - SP1R1 ASCENT 13 30x 68 1 6 PANEL - STEEL 14 28x 68 1 2/3 UTE - STEEL PANEL 15 90x 70 2 STEEL PANEL GARAGE DOOR 16 16x 68 1 3 PANEL MOLDED INTERIOR 17 20x 70 2 GLASS DOOR - SHOWER- FRAMELESS 18 24x 68 1 6 PAN. - POCKET 19 28x 611 2 2/3 LITE - SP1R2 ASCENT NOTE: EXT. DOOR SIZES AS NOTED ABOVE ARE 'EAGLE ASCENT' OUTSWING/ INSWING DOOR SIZES. VERIFY W /MANUF. PRIOR TO ORDERING, SEE PLANS. WINDOW SCHEDULE 0 SYMBOL SIZE QUAN. DESCRIPTION A 62x 56 4 DBL. HUNG - DBL. UNIT - TALON B 52x 60 1 FIXED - DBL. UNIT - AXIOM C 26x 56 2 DBL. HUNG - SIN. UNIT - TALON D 30x 56 2 DBL. HUNG - SIN. UNIT - TALON E 26x 46 1 DBL. HUNG - SIN. UNIT - TALON F 24x 30 1 AWNING - SIN. UNIT - AXIOM G ex 16 2 TRANSOM - SIN. UNIT - AXIOM H 24x 34 3 CASEMENT - SIN. UNIT - AXIOM NOTE: ALL WINDOW SIZES AS NOTED ABOVE ARE 'EAGLE TALON & AXIOM' Li . I• t =► : •c • tors NO. DATE REVISION ..... - .. . A New Addition for 1 April 2012 FINAL — ISSUED FOR CONSTRUCTION -...-.---. 77 '.... ...::.; 1 2 May 2012 REVISED — ENG. REVIEW C , First Floor Plan, Notes 3 July 2012 REVISIONS AS PER OWNER ..-:,:f .... Mr. and Mrs. Demery Bishop . . ............... .::::. .:.. rri.a n cf, . . . No. 28372 isr% gm, ivi . 1 m : - :: ' C. 1 ns. LLC and Schedules .. 18th Street 8( Chatham Avenue .. Residential • Designers • Planners *4.-if1PR74'120114,0),:mAL * cf°0-1 P.O. Box 30443 • Savannah, GA 31410 Office / Fax: 912.349.1600 DATE: Sept. 2009 SCALE: 1/4"=V-0" CONTR. NO 0742 Tybee Island Chatham County 1111 0 0 z COPYRIGHT © 2009 Cadman Designs SHEET 2x6 WALL, TYP. 2'- 0"x6' -0" DOOR W /RETURN- AIR UNDER.VERIFY W /MECH. CONTR. PRIOR TO CONST. COPYRIGHT © 2009 Cadman Designs 4" RAISED CURB VANITY. OWNER TO VERIFY. CULTURED MARBLE SURROUND SHOWER TO 7' —O ". OWNER TO VERIFY PRIOR TO CONST. 3/4" RND. OUTSIDE HOUSE CORNER DETAIL SCALE: 1"=1'-0" / 4x4 NEWEL POST W /CAP, TYP. ELEVATOR Stair Tower 4' -10" 3' HIGH HANDPAI W /CAP, TYP. Attic WATER SOFTENER — TYPICAL SHEAR WALL SECTION (SEE SHT Alt FOR DETAIL) FLOOR SEE NO RAIN, 6. Study Nook NOTES: 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD BEARING WALLS. 2. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 3. HVAC UNITS TO BE 13.0 SEER MIN. OR APPROVED EQUAL AS ACCEPTABLE BY CODE. UP TO ROOF DES K, 17Rc71/2" FIELD VERIFY Guest Suite 4. CEILING HEIGHTS TO BE 9' —O" UNLESS NOTED OTHERWISE. 5. ALL PLUMBING WALLS TO BE 2x6 FRAMING. 8 8 P.T. PILASTER, TYP E DETAIL THIS SHT. 6. INSTALL FLOOR DRAIN W /COPPER GRATE. ADJUST AS REQUIRED TO LANDING; FLUSH WITH FINISH MATERIAL W/1/4" PER FOOT SLOPE TO DRAIN. CONNECT TO IN —WALL DOWNSPOUT, SEE SHT. A3 NOTE 6. 7. INSTALL HOUSE WATER SOFTENER. VERIFY EXACT LOCATION W/ INSTALLER. INSTALLATION TO FOLLOW MANUF. SPECS. H O Gu st Suite 2 All Plumbing innt2ligiona must comply With T Ilo in$'rn !'slani Pi mo'sI 9 &s�� O �•e9'nt Wall Legend 2x6 FRAMED WALLS 2x4 FRAMED WALLS SHEARWALLS BEAM SEE ELEVATION 6x6 R.T. NEWEL POST W CAP, TYP. SEE DETAIL THIS S T. 1 1/2• Jam 2xTRIM W /BED & COVE MOULDING 2x6 pilaster 1 1/4" pilaster lx BASEBOARD pemko #11013 threshold 1 /2 RND. NECK porch decking 3/4" t &g heart pine FLASHING, TYP. 2" HARDI —TRIM DRIP CAP 2" BED & COVE MOULD, TYP. 2x6 HARDI —TRIM HEADER, TYP. 8x8 'COX' COLUMN, SEE PLANS, TYP. 3/4" t &g SUB — FLOOR plywd. underiayment deadwd. 2x sill face (returned 0 ends Jamb DetalisSiil Dimension's scale: full DOOR SILL SECTION SCALE: 3/4 " =1' —O" ora 2x8 TRIM SEE PLANS 6x6 P.T. NEWEL POST W /TAPERED CAP, TYP. 2X4 P.T. RAIL 2X2 P.T. VERT. RAIL 2x2 PICKETS .0 4 "o.c, TYP. DOOR SILL SIMPSON CB88 (OPTIONAL W /SOLID POST, TYP. CONCEALED FLASHING 1/2" REVEAL © PORCH /ROOF WHERE APPLICABLE \ // 1" TYP. RETURN END FIN. FL. DECK PORCH /BALCONY FIN. FL. SEE PLAN BLOCKING 0 MID- POINT OF BOT. RAIL 2X4 P.T. BOTTOM RAIL 10x10 COLUMN DETAIL, SCALE: 1"=1'—O" PILASTER DETAIL © BUILDING CORNERS SCALE: 1"=1'-0" WOOD HANDRAIL DETAIL SCALE: 3/4 " =l' -0" SCALE: 3/4 " =1' -0" SHEET 3' -6" HIGH HANDRAIL, TYP. SEE DETAIL SHT. A5. 8x8 P.T. POST W /CAP, TYP. SEE DETAIL SHT. A5. Stair Tower LandIng ADJUST ROOF OVERHANG 0 STAIR TOWER AS REQUIRED, FIELD VERIFY. 16' -4" 34' -0" ELEVATOR EQUIPMENT LOCATED ABOVE ELEVATOR SHAFT. 4' -8" 13' -0" 4 10" 6' -8" 4 10" 4' -8" 0 t N /-FLASHING, TYP. 2" HARDI -TRIM DRIP CAP N 12 2 1/2 1 4" HARDI -TRIM HEADER, TYP. FALSE GABLE VENT SCALE: 3/4 " =1' -0" 18 "x30" WOOD LOVERED VENT W /SOLID HARDI PANEL BACKING. PAINTED BLACK CONT. 4" HARDI -TRIM SILL, TYP. 2" HARDI DRIP CAP 6" HARDI -TRIM HEADER, TYP. 2" BED & COVE MOULD FLASHING, TYP. / ` STEP SAVE STAIR TOWER TO H B ROOF TERRACE i ELEVATOR EQUIPMENT ACCESS ROOF TERRACE CUT DOOR TO FIT 2' -S" WIDE 3' -6" WALL W /CAP TRANSITION INTO WALL TO STAIR TOWER CEILING AS REQUIRED. FRAME WALL TO ROOF DECK, STEP OVERHANG. FIELD DETERMINE, SEE SECTION 2 /A7. SLOPE ROOF TERRACE 1/8" PER FT. NOTE: APPLY WATERPROOFING HYDRO -STOP OR APPROVED EQUAL. OWNER TO SELECT, VERIFY PRIOR TO CONST• 1 x6 WOOD POST SEE DETAIL SHT. A5. 3' 6" HIGH HANDRAIL, TYP. 12 SEE DETAIL SHT. A5. 2 1/2I- 13' -6" N 1' -0" OVERHANG 0 ELEVATOR SHAFT •WER. 12 12 1/2 L_ NOTE: INSTALL FLASHING . ALL FLOOR TO WALL CONDITIONS ROOF TERRACE A MIN. OF 24" HGT. UP THE WALL WHERE APPLICABLE. N rn 1 r- ;Tr' Covered Porch below N r J J as J ROOF PLAN SCALE: 1/4" =1'-0" 27' -O" 2" BED & COVE MOULD FLASHING, TYP. CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'A' DETAIL SCALE: 3/4 " =1' -0" 2" BED & COVE MOULD 2" HARDI DRIP CAP FLASHING, TYP. 6" HARDI -TRIM HEADER, TYP. / 3i" Of // �--- CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'B' DETAIL SCALE: 3/4 " =1' -0" 1' -0" OVERHANG ® GABLE ENDS NOTES: 1. OVER HANG TO BE 2' -0" UNLESS NOTED OTHERWISE. 2. OVERHANG TO BE 1' -0" TYPICAL AT GABLE ENDS OR AS NOTED. 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE -BIBB AT ROOF DECK. 2" HARDI DRIP CAP 34" / 6" HARDI -TRIM HEADER, TYP. CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'C' DETAIL SCALE: 3/4 " =1' -0" ROOF CONSTRUCTION: 1. RAFTER - 2 X 8 0 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS 0 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS ARE REDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 0 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 16P NAILS 0 7. DETAILS / 9"o.c. VERT. 1 -2x6 \ 1 -2x8 1 -2x6 ' -1 -2x$ 2x6 HOG 2x8 HOG 2 -2x4 BRACE 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN - USE 2 x 8 0 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. FRAMING CONSTRUCTION - OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWISE. 4. STEEL BEAMS MUST HAVE 5 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO -LAM BEAMS MUST HAVE 3 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. NO BRACES ON CEIUNG PLATE WITHOUT STUDS DIRECTLY UNDER THEM. 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS 0 16" O.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECKING. 9. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10' SPAN A MINIMUM SINGLE LINE OF 2" x 4 "S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID -SPAN AS A LOAD DISTRIBUTION MEMBER. 10. WHERE CEIUNG JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAFTERS BEAR ON STUD WALL TOP PLATE ADJACENT TO CEILING JOISTS, BRACE RAFTERS AND TOP PLATE TO 2x6 HOGS 6' LONG (MIN.) ON 6' CENTERS ALONG LENGHT OF CEIUNG JOISTS. 11. ALL 2 - STORY OPEN GREAT ROOMS, UVING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST USE A 3 -1/2" x 3 -1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUDS WITH " x 3" LAGS 0.24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE WITH 1- 1/2" x 3" LAG THRU A "PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS WITH 3' OR LESS SPACE BETWEEN ROUGH OPENINGS SHALL HAVE AT LEAST 1 -STEEL ANGLE VERTICALLY IN EACH MULLION SPACE. THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHALL BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 12. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: (a) INTERIOR (1) SPANS UP TO 2' -6" - 2 -2x6's (2) SPANS 2' -6" TO 3' -6" - 2 - 2x8's (3) SPANS 3' -6" TO 6' -6" - 2 - 2x10's (4) SPANS 6' -6" OR MORE SEE PLAN (b) EXTERIOR (1) SPANS UP TO 2' -0" - 2 -2X6's (2) SPANS 2' -0" TO 3' -O" - 2- 2x8's (3) SPANS 3'--O" TO 5' -O" - 2- 2X10's (4) SPANS 5' -O" OR MORE SEE PLAN 13. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. NAIL PER CODE REQUIREMENTS. 14. USE PRESSURE TREATED MATERIAL FOR ALL ROUGH OPENINGS. 15. ALL HEADERS SHALL BE FREE FROM ALL SPLITS, CHECKS OR SHAKES. 16. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE SUBFLOOR WITH FINISH MATERIAL OVER. 17. STAIR CONSTRUCTION SHALL CONSIST OF (3)2X12 STRINGERS,5 /4" OR 2X THICK TREADS AND 3/4" THICK RISERS OR MATERIALS FABRICATED BY A COMPONENT MANUFACTURER. 18. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED" & SILICONE SEALED. 19. "MICRO -LAM" BEAMS SHALL HAVE BENDING STRESS: FB =2,800 PSI. VERIFY WITH LOCAL CODES. 20. SPECIAL UPLIFT CONNECTORS AS INDICATED AT CANTILEVERED JOISTS SHALL BE 'SIMPSON STRONG TIE' ANCHORS OR EQUAL. 21. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICATION A -36. 22. UNLESS OTHERWISE NOTED, PROVIDE A 2X PLATE BOLTED TO THE TOP FLANGE OF ALL STEEL BEAMS WITH 3/8" DIAMETER BOLTS STAGGERED AT 24" ON CENTER. RIGIDLY FASTEN ALL CONNECTING RAFTERS AND JOISTS AS APPROVED BE GOVERNING CODES, UNLESS NOTED OTHERWISE. 23. FLOOR FRAMING LAYOUT SHALL BE COORDINATED WITH THE GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS CHASES AND UNOBSTRUCTED RUNS FOR HVAC DUCT WORK. FLOOR TRUSS LAYOUT TO BE ENGINEERED BY TRUSS MANUFACTURE. 24. PROVIDE BRIDGING OR BLOCKING AT MIDSPAN OF JOISTS /RAFFTERS /TRUSSES, MAXIMUM SPACING BETWEEN BEARING WALL AND BLOCKING IS 8' -O". 25. DESIGN LOADS ARE AS FOLLOWS PER SQ FT: LOCATION UVE DEAD DEFLECT LIMIT 1ST FLOOR 2ND FLOOR (SLEEPING AREAS) ATTIC (NON STORAGE) ATTIC (STORAGE) ROOF (WITH FINISHED CEILING) ROOF (NO FINISHED CEILING) DECKS 40 LB 30 LB 10 LB 20 LB 30 LB SNOW 30 LB 60 LB 10 LB 10 LB 5 LB 10 LB 15 LB 7 LB 10 LB L/360 L /360 L/240 L /240 L/240 L/180 L/360 COPYRIGHT Q 2009 Cadman Designs a) 0 • roam .O A ■ -,-,4, '• :'`: .a .,..) sn a) Ix z 0 5 w o_ 0 FINAL - ISSUED FOR CONSTRUCTION N 0 a. REVISED - ENG. REVIEW 0 N a REVISIONS AS PER OWNER N 0 N 0 4-4 0 4 0 hw a) c a 0 0 0 cn 0 z 0 0 and Details Nt. 0 z 1- z 0 0 J 0 rn N a v F- 0 SHEET A6 6 OF 14 / / 31" 1 FALSE GABLE VENT SCALE: 3/4 " =1' -0" 18 "x30" WOOD LOVERED VENT W /SOLID HARDI PANEL BACKING. PAINTED BLACK CONT. 4" HARDI -TRIM SILL, TYP. 2" HARDI DRIP CAP 6" HARDI -TRIM HEADER, TYP. 2" BED & COVE MOULD FLASHING, TYP. / ` STEP SAVE STAIR TOWER TO H B ROOF TERRACE i ELEVATOR EQUIPMENT ACCESS ROOF TERRACE CUT DOOR TO FIT 2' -S" WIDE 3' -6" WALL W /CAP TRANSITION INTO WALL TO STAIR TOWER CEILING AS REQUIRED. FRAME WALL TO ROOF DECK, STEP OVERHANG. FIELD DETERMINE, SEE SECTION 2 /A7. SLOPE ROOF TERRACE 1/8" PER FT. NOTE: APPLY WATERPROOFING HYDRO -STOP OR APPROVED EQUAL. OWNER TO SELECT, VERIFY PRIOR TO CONST• 1 x6 WOOD POST SEE DETAIL SHT. A5. 3' 6" HIGH HANDRAIL, TYP. 12 SEE DETAIL SHT. A5. 2 1/2I- 13' -6" N 1' -0" OVERHANG 0 ELEVATOR SHAFT •WER. 12 12 1/2 L_ NOTE: INSTALL FLASHING . ALL FLOOR TO WALL CONDITIONS ROOF TERRACE A MIN. OF 24" HGT. UP THE WALL WHERE APPLICABLE. N rn 1 r- ;Tr' Covered Porch below N r J J as J ROOF PLAN SCALE: 1/4" =1'-0" 27' -O" 2" BED & COVE MOULD FLASHING, TYP. CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'A' DETAIL SCALE: 3/4 " =1' -0" 2" BED & COVE MOULD 2" HARDI DRIP CAP FLASHING, TYP. 6" HARDI -TRIM HEADER, TYP. / 3i" Of // �--- CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'B' DETAIL SCALE: 3/4 " =1' -0" 1' -0" OVERHANG ® GABLE ENDS NOTES: 1. OVER HANG TO BE 2' -0" UNLESS NOTED OTHERWISE. 2. OVERHANG TO BE 1' -0" TYPICAL AT GABLE ENDS OR AS NOTED. 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE -BIBB AT ROOF DECK. 2" HARDI DRIP CAP 34" / 6" HARDI -TRIM HEADER, TYP. CONT. 2" HARDI -TRIM SILL, TYP. TYPICAL WINDOW CASING TYPE 'C' DETAIL SCALE: 3/4 " =1' -0" ROOF CONSTRUCTION: 1. RAFTER - 2 X 8 0 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS 0 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS ARE REDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 0 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 16P NAILS 0 7. DETAILS / 9"o.c. VERT. 1 -2x6 \ 1 -2x8 1 -2x6 ' -1 -2x$ 2x6 HOG 2x8 HOG 2 -2x4 BRACE 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN - USE 2 x 8 0 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. FRAMING CONSTRUCTION - OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. 2. ALL JOISTS, GIRDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWISE. 4. STEEL BEAMS MUST HAVE 5 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO -LAM BEAMS MUST HAVE 3 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAM BELOW THEM AT ALL FLOORS. NO BRACES ON CEIUNG PLATE WITHOUT STUDS DIRECTLY UNDER THEM. 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS 0 16" O.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECKING. 9. ON ALL OPEN WEB FLOOR TRUSSES OVER A 10' SPAN A MINIMUM SINGLE LINE OF 2" x 4 "S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID -SPAN AS A LOAD DISTRIBUTION MEMBER. 10. WHERE CEIUNG JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAFTERS BEAR ON STUD WALL TOP PLATE ADJACENT TO CEILING JOISTS, BRACE RAFTERS AND TOP PLATE TO 2x6 HOGS 6' LONG (MIN.) ON 6' CENTERS ALONG LENGHT OF CEIUNG JOISTS. 11. ALL 2 - STORY OPEN GREAT ROOMS, UVING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST USE A 3 -1/2" x 3 -1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUDS WITH " x 3" LAGS 0.24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE WITH 1- 1/2" x 3" LAG THRU A "PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS WITH 3' OR LESS SPACE BETWEEN ROUGH OPENINGS SHALL HAVE AT LEAST 1 -STEEL ANGLE VERTICALLY IN EACH MULLION SPACE. THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHALL BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 12. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: (a) INTERIOR (1) SPANS UP TO 2' -6" - 2 -2x6's (2) SPANS 2' -6" TO 3' -6" - 2 - 2x8's (3) SPANS 3' -6" TO 6' -6" - 2 - 2x10's (4) SPANS 6' -6" OR MORE SEE PLAN (b) EXTERIOR (1) SPANS UP TO 2' -0" - 2 -2X6's (2) SPANS 2' -0" TO 3' -O" - 2- 2x8's (3) SPANS 3'--O" TO 5' -O" - 2- 2X10's (4) SPANS 5' -O" OR MORE SEE PLAN 13. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL. NAIL PER CODE REQUIREMENTS. 14. USE PRESSURE TREATED MATERIAL FOR ALL ROUGH OPENINGS. 15. ALL HEADERS SHALL BE FREE FROM ALL SPLITS, CHECKS OR SHAKES. 16. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE SUBFLOOR WITH FINISH MATERIAL OVER. 17. STAIR CONSTRUCTION SHALL CONSIST OF (3)2X12 STRINGERS,5 /4" OR 2X THICK TREADS AND 3/4" THICK RISERS OR MATERIALS FABRICATED BY A COMPONENT MANUFACTURER. 18. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED" & SILICONE SEALED. 19. "MICRO -LAM" BEAMS SHALL HAVE BENDING STRESS: FB =2,800 PSI. VERIFY WITH LOCAL CODES. 20. SPECIAL UPLIFT CONNECTORS AS INDICATED AT CANTILEVERED JOISTS SHALL BE 'SIMPSON STRONG TIE' ANCHORS OR EQUAL. 21. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICATION A -36. 22. UNLESS OTHERWISE NOTED, PROVIDE A 2X PLATE BOLTED TO THE TOP FLANGE OF ALL STEEL BEAMS WITH 3/8" DIAMETER BOLTS STAGGERED AT 24" ON CENTER. RIGIDLY FASTEN ALL CONNECTING RAFTERS AND JOISTS AS APPROVED BE GOVERNING CODES, UNLESS NOTED OTHERWISE. 23. FLOOR FRAMING LAYOUT SHALL BE COORDINATED WITH THE GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS CHASES AND UNOBSTRUCTED RUNS FOR HVAC DUCT WORK. FLOOR TRUSS LAYOUT TO BE ENGINEERED BY TRUSS MANUFACTURE. 24. PROVIDE BRIDGING OR BLOCKING AT MIDSPAN OF JOISTS /RAFFTERS /TRUSSES, MAXIMUM SPACING BETWEEN BEARING WALL AND BLOCKING IS 8' -O". 25. DESIGN LOADS ARE AS FOLLOWS PER SQ FT: LOCATION UVE DEAD DEFLECT LIMIT 1ST FLOOR 2ND FLOOR (SLEEPING AREAS) ATTIC (NON STORAGE) ATTIC (STORAGE) ROOF (WITH FINISHED CEILING) ROOF (NO FINISHED CEILING) DECKS 40 LB 30 LB 10 LB 20 LB 30 LB SNOW 30 LB 60 LB 10 LB 10 LB 5 LB 10 LB 15 LB 7 LB 10 LB L/360 L /360 L/240 L /240 L/240 L/180 L/360 COPYRIGHT Q 2009 Cadman Designs a) 0 • roam .O A ■ -,-,4, '• :'`: .a .,..) sn a) Ix z 0 5 w o_ 0 FINAL - ISSUED FOR CONSTRUCTION N 0 a. REVISED - ENG. REVIEW 0 N a REVISIONS AS PER OWNER N 0 N 0 4-4 0 4 0 hw a) c a 0 0 0 cn 0 z 0 0 and Details Nt. 0 z 1- z 0 0 J 0 rn N a v F- 0 SHEET A6 6 OF 14 ELEVATOR EQUIPMENT LOCATED ABOVE ELEVATOR SHAFT. 1' -0" OVERHANG 0 ELEVATOR SHAFT TOWER & GABLE ENDS, TYP. NOTE: INSTALL FLASHING 0 ALL FLOOR TO 16" WALL CONDITIONS <, ROOF TERRACE c'c• A MIN. OF 24" HGT. UP THE WALL WHERE APPLICABLE. 7- STEP EAVE 0 STAIR TOWER TO ROOF TERRACE COPYRIGHT © 2009 Codman Designs ELEVATOR EQUIPMENT LOCATED ABOVE ELEVATOR SHAFT. —, RIDGE HGT. STAIRTOWER 2x10 RIDGE BOARD (NOM.), TYP. FINISH EXTERIOR WALL c� ROOF TERRACE W /HARD( LAP SIDING, OWNER TO SELECT COLOR. 1 ROOF TERRACE LEVEL 1 TOP PLATE STAIRTOWER CONT. FRIEZE, SEE SECTION 1/A10. — EXPOSED RAFTER TAILS, TYP. SEE SECTION 1/A10. 1' -O" OVERHANG • ELEVATOR SHAFT TOWER & GABLE ENDS, TYP. 42" HIGH HANDRAIL, SEE PLANS AND DETAILS SHTS A4 -A6. STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. 77 DOORWAY TO EXTERIOR STAIRCASE FORI ROOF TERRACE ACCE6S, SEE PLANS. 11 , I, u ARDI_D AAICI SIDING (SMOOTH), RIDGE HGT. 0 STAIRTOWER HARDI- SIDING, TYP. • �, , �� u OWNER TO SELECT COLOR. TOP PLATE 0 STAIRTOWER � — �"-- '� 1111111 1� ;? 12 1/2 ENTRY TO 2" DRIP W /4" I ■■ SEGO D FLOOR, 11 CONT. 1 x6 TRIM. II SEE PLAN , HT. 5. „ , U U U U U U U U V • U U U b U PORCH BEAM, SEE SECTION 1/A9. ROOF TERRACE LEVEL, SEE SHT. A6. TOP. PLATE 2x12's 0 16 "o.c 8x8 POST TYP, SE DETAIL SHT. A5. SECOND FLR. LEVEL STAIRCASE STRINGERS, TYP. LANDING FjH �i I 6" CORNER BOARD, TYP. SEE DET. SHT. A5. DOOR CASING, SEE DETAIL SHT A6. 2 -1 3/4 "x16 LVL 16" TJI's c� 16 "o.c. SERIES 360, TYP. 1x12 TRIM BD. W/1 1/2" BED & COVE. HEAD.HGT. SECOND = FLR. LEVEL. PORCH BEAM, SEE SECTION 1/A9. APPLY 1 /2" PLYWOOD SHEATHING TO PERIMETER OF ELEVATOR SHAFT. HEAD.HGT. 2x12's 0 16 "o.c. SEE DETAIL SHT. A6. FIRST FLR. LEVEL 16" TJI's ., 16 "o.c. SERIES REQUIRES LATERAL FORCE. REF. FEMA TECH. BULLETIN 5 -9 -3. GROUND LEVEL ,/,-2-1 r 2-1 3/4"x16 LVL 360, TYP. it .r, a, .:, LEVEL FOYER 4" CONC. SLAI3,TYP. STAIRCASE PROJECTION 9° . ' • 'SEE PLANS, TYP .`' ♦L' �� ♦•♦ 1 LOCATED ABOVE ELEVATOR SHAFT. Building Section SCALE: 1/4"=1'-'0" 1' -0" OVERHANG 0 ELEVATOR SHAFT TOWER & GABLE ENDS, TYP. ENTRY TO GROUND LEVEL GARAGE AREA ENTRY TO GROUN LEVEL FOYER WALL FURRING AS REQ'D. LANDING 36" HIGH HANDRAIL, SEE PLANS AND DETAILS SHTS. A4 -A6. 2x DRIP W/1 1 /2" BE COVE OVER DBL. 1xTR SEE SECTION 1/A10. FIRST FLR. LEVE HEAD.HGT. FIN. GRADE VARIES, SEE CIVIL DWGS. HARDI -SHAKE Sit OWNER TO SELEC COLOR, TYP. TABBY PIER, TYP. SEE PLANS LEVATOR SHAFT SEE PLANS STAIRCASE TOWER, SEE PLANS STUCCO BAND, TYP. SEE DETAIL SHT. A3. TABBY EXTERIOR, TYP. STAIRTOWER, SEE SECTION 1/A7. NOTE: INSTALL FLASHING 0 ALL FLOOR TO WALL CONDITIONS 0 ROOF TERRACE A MIN. OF 24" HGT. UP THE WALL WHERE APPLICABLE. 42" HIGH HANDRAIL, SEE PLANS AND DETAILS SHTS. A4 -A6. STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. —\ ROOF TERRACE LEVEL TOP PLATE 14" TJI's 16 "o.c. SERIES 560, TYP. GUEST SUITE COVE ED PORCH, SEE PLAN I I I i GUEST! SUITE 1 12 2 1 /2fl HARDI - SIDING, TYP. OWNER TO SELECT COLOR. IN 0 4-{ 0 .r, 4 SECOND FLR. LEVEL 16" TJI's 0 16 "o.c. SEE PLANS, TYP. TOP PLATE 0 ONE -STORY ___- =__=__= STAIRT GREAT ROOM FIRST FLR. LEVEL 16" TJI's 0 16 "o.c. SEE PLANS, TYP. grit ENTRY TO RAGE I - _= STAIRCASE I FOYER IN GAR AGE `` „ , 1 16" CONC. PIER II SUPPORTS, TYP. ill SEE PLANS I L == 4" SLAB,TYP. 1 YP GR to UND CONC. SLAB, L. ,:- //'11L.' -;.,'''':','' ', ''''''-',. .'`..,,:::.„':', .;f.::::,'''-,***/•*::;-,',.,.' EinprIv!,=.\,::75:17:4"gealsila"1"*==.1:71712:7— - . mor,. .4e44vp ate' y� ��` building Section g ♦ `.: �. ��1 ��# �`� ✓ " ,� � • .�� \<`� �.. - SCALE: 1/4"=l'-O" N ♦`� ♦. ♦�a * ��yz ,I, STAIRCASE TOWER, SEE PLANS MAIN LIVING AREAS, SEE PLANS ELEVATOR SHAFT, BEYOND ENTRY TO COVERED STO FIRST FLR. LEVEL 1 x1 O TRIM BD. W/1 1/2" BED & COVE. a inim 0 0 TTv�� ul • r-i tro rCi VERT. LATTICE W /2" REVEAL, TYP. SEE SHT. A3 FOR LATTICE GATE LOCATION, TYP. SHEET 42" HIGH HANDRAIL, SEE PLANS AND DETAILS SHT. A5. COPYRIGHT © 2009 Cadman Designs RIDGE HGT. 0 STAIRTOWER TOP PLATE 0 STAIRTOWER STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. [1-1:31r11 10x10 P.T. POST SEE DETAIL SHT. NEWEL POST w/cAp, SEE DET. SHT. A5. WINDOW CASING TYPE '8' SEE DETAIL SHT. A6. 6" CORNER BOARD, TYP. SEE DET. SHT. A5. HEAD.HGT. WINDOW CASING TYPE 'C', SEE DET. SHT. A6. 2x DRIP W/1 1/2" BED & COVE OVER DBL. 1xTRIM, SEE SECTION 1/A8. ENTRY DOOR, SEE / DETAIL SHT. A3. Right Sloe Elevation Scale: 1/4"=1.-0" TABBY EXTERIOR, TYP. GARAGE DOORS, CARRIAGE STYLE' SEE DETAIL SHT. A3. 32"x32" LOUVERED HYDROSTATIC VENTS W/SCREEN, TYP. SEE PLANS FOR LOCATION. VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A3 FOR LATTICE GATE LOCATION, TYP. more thail 30" abot, R SDENTIA COM M R C1120 Largest coening permitted is 4'. 1'–g" OVERHANG 0 ELEVATOR SHAFT TOWER & GABLE ENDS, TYP. STEP EAVE STAIR TOWER TO ROOF TERRACE RIDGE HGT. 0 STAIRTOWER PLATE STAIRTOWER STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. 1*-0" TYP, GABLE ENDS HEAD.HGT. 1x12 TRIM W/1 1/2" BED Sc COVE T.,ti:OSE6 RAFcItER TAILS, . SEE SE TION 1/A10 PLATE HGT. 0 ONE–STORY WIND SEE W C ETAI SING SHT. 2nd FLOOR 1111111111111111 I 111111111111•11 MINN I IIIIIIIIIIIIIIII I 111111M•111 f 1•11111111111 111111111111111 I HEAD.HGT. immiimmr.ipummilIMIIIIMMIIMI111111.1■1•111 ADHG- 61--CORNER BOARD–TYP SEE—DET. SHT. A5. FIRST .FLR. LEVEL WINDOW CASING TYPE SEE DETAIL_SHT. A6 2x DRIP W/1 1/2" BED & COVE OVER DBL. 1xTRIM, SEE SECTION 1/A8. STAIRCASE BEYOND, SEE BLDG. SECTION 2/A7. 4x4 P.T. NEWEL POST W/CAP, TYP. ;TABBY EXTERI0R, TYP. 1 • WOOD STEPS TO GRADE VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A3 FOR LATTICE GATE LOCATION, TYP. 32"x32" LOUVERED HYDROSTATIC VENTS W/SCREEN, TYP. SEE PLANS FOR LOCATION. SHEET / 1 / / / \ / \ \ / \ \ \ ENTRY DOOR, SEE / DETAIL SHT. A3. Right Sloe Elevation Scale: 1/4"=1.-0" TABBY EXTERIOR, TYP. GARAGE DOORS, CARRIAGE STYLE' SEE DETAIL SHT. A3. 32"x32" LOUVERED HYDROSTATIC VENTS W/SCREEN, TYP. SEE PLANS FOR LOCATION. VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A3 FOR LATTICE GATE LOCATION, TYP. more thail 30" abot, R SDENTIA COM M R C1120 Largest coening permitted is 4'. 1'–g" OVERHANG 0 ELEVATOR SHAFT TOWER & GABLE ENDS, TYP. STEP EAVE STAIR TOWER TO ROOF TERRACE RIDGE HGT. 0 STAIRTOWER PLATE STAIRTOWER STANDING SEAM METAL ROOF, OWNER TO SELECT COLOR. 1*-0" TYP, GABLE ENDS HEAD.HGT. 1x12 TRIM W/1 1/2" BED Sc COVE T.,ti:OSE6 RAFcItER TAILS, . SEE SE TION 1/A10 PLATE HGT. 0 ONE–STORY WIND SEE W C ETAI SING SHT. 2nd FLOOR 1111111111111111 I 111111111111•11 MINN I IIIIIIIIIIIIIIII I 111111M•111 f 1•11111111111 111111111111111 I HEAD.HGT. immiimmr.ipummilIMIIIIMMIIMI111111.1■1•111 ADHG- 61--CORNER BOARD–TYP SEE—DET. SHT. A5. FIRST .FLR. LEVEL WINDOW CASING TYPE SEE DETAIL_SHT. A6 2x DRIP W/1 1/2" BED & COVE OVER DBL. 1xTRIM, SEE SECTION 1/A8. STAIRCASE BEYOND, SEE BLDG. SECTION 2/A7. 4x4 P.T. NEWEL POST W/CAP, TYP. ;TABBY EXTERI0R, TYP. 1 • WOOD STEPS TO GRADE VERT. LATTICE W/2" REVEAL, TYP. SEE SHT. A3 FOR LATTICE GATE LOCATION, TYP. 32"x32" LOUVERED HYDROSTATIC VENTS W/SCREEN, TYP. SEE PLANS FOR LOCATION. SHEET AAA' AA4k4AA AA • HANDRAIL, SEE DETAIL SHT. A5. 2x8 METAL ROOFING 26 GA OVER 151b. FELT ON 1/2" (RADIANT BARRIER) PLYWOOD ROOF SHEATHING. 2"x2"x1/8" PLATE W/1/2" NUT, ZINC PLATED- YELLOW CHROMATED. 12 12 1/2 HURRICANE CLIP 0 EA. RAFTER (SIMPSON H10 OR APPROVED EQUAL) 2'-O" CONT. P.T. CANT STRIP W/GALV. FLASHING, TYP. ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL 2.k' 0 .)1 ,0.6 OVERHAN SEALECTION FOAM INSUL APPROVED 2x8's 0 16"o.c. 1/2" BEAD BOARD - • - PORCH BEAM, 3-1 3/4"x9 1/4" LVL MICROLAM (WOMANIZED) BED & COVE CROWN MOULDING, TYP. JOIST HANGER OVER 2x NAILER, TYP. 1 x10 TRIM, TYP. 1x2 BEVELED DRIP, SHAPE AS SHOWN 1 x10 OVER 1 x10 W/BLOCKING 1 x10 TRIM OVER BLOCKING FURR BEAM TO AUGN W/COLUMN NECK, TYP. 2xMAT.L' CAP (FLASHED) W/2 1/4" CROWN TRIM, TYP 2x BIRD BLOCK W/2" DIA. Onvy-It'ario 'co VENT 0 16"o.c. ar,Anlyeil on cirlei rnVNf 1/2" BEADED PYLWOOD SOFFIT, NOTCH TOP OF RAFTER FOR PLYWOOD AS REQUIRED, TYP. CONT. METAL DRIP EDGE DO NOT HIDE TRIM TOP PLATE P.T. 5/4x4 CONT. FASCIA 15/32" OSB SHEATHING (SEE DETAIL All & Al2 FOR NAILING PATTERN) EXTEND 1/2" BELOW FINISHED FLOOR, TYP. SEE SHT. A10 &all FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN GO BOLT ALL-THREAD ROD 1/2" DIA., ZINC PLATED-YELLOW CHROMATED. 1/2 RND. GO BOLT ALL-THREAD ROD 1/2" DIA., ZINC PLATED-YELLOW CHROMATED. LAP SIDING Guest Balcony HARDI-PLANK (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. 8" SQ. 'COX' COLUMN OR APPROVED EQUAL 5/4" T&G DECKING (RUN DIRECTION OF SLOPE) OVER 2x4 P.T. SLEEPERS ON WATERPROOFING MEMBRANE OVER 3/4" PLYWOOD. CUT 1"x1/2" CHANNELS TO BOTTOM SIDE OF SLEEPERS PLACE 0 12"o.c, TYP. GALV. FLASHING, TYP. 12" MIN. A.F.F. SECOND SLOPE 1/4" PER FT. 1" BASE CAP P.T.D.K.A.T. 2x12 's 0Wo.c. (RIP FOR 1/4" PER FT. SLOPE) 1/2" BEAD BOARD PORCH BEAM, 3-1 3/4"x9 1/4" LVL MICROLAM (WOMANIZED) BED & COVE CROWN MOULDING, TYP. ST HANGER OVER 2x NAILER, TYP. 1 x10 TRIM. TYP. 15/32" OSB SHEATHING (SEE DETAIL All & Al2 FOR NAIUNG PATTERN) EXTEND 1/2" BELOW FINISHED FLOOR, TYP. SEE SHT. A10 &al 1 FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN GO BOLT ALL THREAD ROD 1/2" 01k, ZINC PLATED-YELLOW CHROMATED. HARDI-PLANK LAP SIDING (SMOOTH FINISH) 1 x10 OVER 1 x12 W/BLOCKING 1 x10 TRIM OVER BLOCKING FURR BEAM TO ALIGN W/COLUMN NECK, TYP. H.•-; • 1,5 4.1 • • • • ... • ; FY' '; 1 9- • WALL C0NSTRI1CIMN gi-ALE END WALLS SHALL ta5 BUILT IM ACCORDANCE WITH @FP 1049 GECT. 5‘I AOC aemol TERRY:1 WALL VRAIMN'G OECT. 1602 IWO SOTD 10-39 SECT, THE LENIN 13.,, SHEAR WALL NEEDED musi FE DE,TEREJINEC DY THE HO VGNEE, WIDE THICKNESS EAT-fl oclr- peczam 2xMAT.L' CAP (FLASHED) W/2 1/4" CROWN TRIM, TYP 1/2 RND. GO BOLT ALL-THREAD ROD 1/2" DIA., ZINC PLATED-YELLOW CHROMATED. "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. ox 560 SERIE AL, SEE PLANS 5.71:4' (10 5 .00-,...,m2p_u 00 00.voc) i) -1 :rc co crava>ornmo8g 00xxz >cia > Plk":/*z 0 parn>0-oxoz 0°r-zo r scn -z z >o0 owo >cn —DM _z —1 rn 23 KM03>CnX)>C2-TI 2MMAJIPA4-47 r— > > fTi — —IPIZOM• "'G) rn r- tra x- 00m z>.-1010,c) rri 0 ,0 Ci) rt) z ;0 I1 1,," 111 > (1)POrnX4,-,› Z 0 "rt rri - > Z ( 0 //111,3-0 • Z u) ITt z z Z US C • > rrl Z 0 FR -3143.4°C-4' z CO Ci =!°- 12 P) > P P c- v (41* T8 rr, z mn,(33) tZ3 0 PI > P1 0 CA o - 0 • > 7) cn oa • • * z 09 ▪ r- (fl tn rn* • z P Cl) '1 • E FP, • Z 0 0 Z ▪ F V/ 0 0 2x6 • 16° o.c. UNLESS OTHERWISE NOTED. 'SO3dS 'dt1NVW N3d SY OJ11VJSNI NOTE: GO —BOLT TIE —DOWN ANCHORING SYSTEM 0 CO /11 t NUT, ZINC PLATED-YELLOW CHROMATED. , GALV. FLASHING, TYP. 12" MIN. A.F.F. SLOPE 1/4" PER FT. GO-BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x2"x1/8" PLATE WASHER W/1/2" ani1111111111111110 61 4 P.T.D.K.A.T. 2x12 s 0 16 o.c. • AVIA P'11111 liq (RIP FOR 1/4" PER FT. SLOPE) ammel I II '44 1/2" BEAD BOARD BLOCKING 0 COLS. TYP. PLACE FIRST SLEEPER 1/2" FROM EXTERIOR. METAL JOIST HANGER, TYP. 5/4" T&G DECKING (RUN DIRECTION OF SLOPE) OVER 2x4 P.T. SLEEPERS ON WATERPROOFING MEMBRANE OVER 3/4* PLYWOOD. CUT 1"x1/2" CHANNELS TO BOTTOM SIDE OF SLEEPERS PLACE 12"o.c, TYP. 8" SQ. 'COX' COLUMN OR APPROVED EQUAL EME SHEAR WALL& TD 109 .9 SECT. 305.4.2. 111/InDlows @rid do re shall not infnalled riEnr ccirilerA whhIrsi, /1©h as lor fe0 @al 4 Inches leg 10 ltni wU StUda GO-BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED-YELLOW CHROMATED. 3/4"x10" THRU BOLT COUNTERSINK W/STEEL WASHER AT EACH POST Entry Porch 16"x16"x8" CMU FILLED SOUD W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. GARAGE 1" BASE CAP 1x6 OVER lx1 0 W/BLOCKING 3-1 3/4"x9 1/4" LVL (WOMANIZED) NOTCH POST, TYP. P.T. 2x12 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER 32"o.c. OR EVERY PIER, TYP. GO-BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT. STUCCO FINISH (SAND FINISH) 16"x16"x8" CMU FILLED SOUD W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. GARAGE FINISH FLOOR ELEV. 7.75 4" THK. 3,00 W/6x6xW1.4xWl 0 MIDDEPTH COMPACTED 0 OF ORGANICS OF 2500 PSF \ \ \ \ \ ' FINISH GRADE SLOPE TO DRAIN ALL ecio.wciuCTIO SSTD____Lar`l/ n'AMILY ERVE1L1 WO STATE OF // / 5 #5 EA. WAY/ REBARS V\/ /-1 cd \ \ \ \ \ \ ' /\\ X.\ /\\ \ . . . . . /\\• "<.• A A NO. DATE REVISION Typical Wall Section at Intry Porch A New Addition for Mr. and Mrs. Demery Bishop 18th Street & Chatham Avenue 1 April 2012 2 May 2012 3 July 2012 FINAL - ISSUED FOR CONSTRUCTION REVISED - ENG. REVIEW REVISIONS AS PER OWNER man esignsl LLC Residential in Designers Planners P.O. Box 30443 • Savannah, GA 31410 Office / Fax: 912.349.1600 DATE: Sept. 2009 SCALE: CONTR. NO. 0742 Tybee Island Chatham County METAL ROOFING 26 GA OVER 151b. FELT ON 1/2" (RADIANT BARRIER) PLYWOOD ROOF SHEATHING. 2"x2N1/8" PLATE W/1/2" NUT, ZINC PLATED— YELLOW CHROMATED. exa &L Ci\NSTRUCTM gYIRLE END WALLS SWILL DO aLigLI IN ACCORDANCE WITH 9S7 1JOES9 SIXT. 2e5.202, aosj APJ ttliNligii10 goal-1),o V4otio.10,0 oapl HURRICANE CUP 0 EA. RAFTER (SIMPSON H10 OR APPROVED EQUAL) 2*-0" ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL OVERHANG 2x BIRD BLOCK SOUD 16"o.c. 1/2" BEADED PYLWOOD SOFFIT, NOTCH TOP OF RAFTER FOR PLYWOOD AS REQUIRED, TYP. TOP PLATE CONT. METAL DRIP EDGE DO NOT HIDE TRIM 2x8's 0 16"o.c. 2-2x6 TOP PLATE — SEE SHT. All & Al2 FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN 1x2 BEVELED DRIP, SHAPE AS SHOWN 1 x10 OVER 1 x10 IN/BLOCKING REF. STUD WALL TABLE ABOVE FOR STUD WALL FRAMING 15/32" OSB SHEATHING (SEE DETAIL A10 & All FOR NAIUNG PA! tuiN) EXTEND 1/2" BELOW FINISHED FLOOR, TYP. SEE SHT. A10 &all FOR EXT. STRUCT. SHEATHING NAILING PATTERN GO BOLT ALL—THREAD ROD 1/2" DIA., ZINC PLATED—YELLOW CHROMATED. ll fifficptcAlono fauofl Nokiiply Goe7i* Encifin Kinovey Cdk 7.Q3 ‘ Ee21,,o5 nd Strxto 2x6 STUDS 0 16"o. HARDI—PLANK LAP SIDING (SMOOTH FINISH) 1/2 SHEETROCK 0 WALLS AND CEILING "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. FIRST FLOOR i3-1 3/4"x16" MIRCOLAM BEAM, INSTALL AS PER MANUF. SPECS. ICYNENE, SPRAY FOAM INSULATION OR APPROVED EQUAL GO—BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x2"x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED—YELLOW CHROMATED. 5/8" TYPE 'X' SHEETROCK CEILING, TYP. 0 GARAGE GO—BOLT EMBEDMENT SLEEVE W/6" EMBEDMENT, P.T. 2x PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER 0 32"o.c. OR EVERY PIER, TYP. TABBY FINISH Lower Level 16"x16"x8" CMU FILLED SOUD W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. GARAGE FINISH FLOOR 3'—O" WIDE DBL. LAYER 6x6xW1.4xW1.4 WWF 0 PERIMETER FINISH GRADE SLOPE TO DRAIN 6 MIL VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 5 #5 EA. WAY) REBARS Typical Two-Story Wall Section A New Addition for Mr_ and Mrs_ Demery Bishop 18th Street & Chatham Avenue NO. DATE 1 April 2012 2 May 2012 3 July 2012 REVISION FINAL — ISSUED FOR CONSTRUCTION REVISED — ENG. REVIEW REVISIONS AS PER OWNER SCALE: /4-"= —0" CONTR. NO. 074.2 Tybee Island Chatham County ' .itogisif410- ..tet.oi• 44,4 ..ts,14*.kott,.* ..,•11:Z4.fs..arn4"*..."..4.1.44..;e,'. • igns Residential • Designers m Planners P.O. Box 30443 • Savannah, GA 31410 Office / Fax: 912.349.1600 (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING TYPICAL SHEARWALL PANEL PENING WIDTH VARIE l" EXTERIOR SHEATHING (REF DETAIL 3) (TYP 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -0; ", ADD VERTICAL STUD AND "0 ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL SHEARWALL SHOWN IN WIDTH BETWEEN 1' -0" TO 2' -0" 1/2" ALL — THREADED GO —BOLT W /WASHER l AND NUT. INSTALL AS. PER MANUF. SPECS. REF. DETAIL 6 (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP ki" EXTERIOR SHEATHING (REF DETAIL 5) (TYP INTERIOR VIEW OF TYPICAL FIRST FLOOR C C SHEARWALL SYSTEM FOR WALLS GREATER THAN N t -O" 1 N.T.S. EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) (2) SIMPSON LSTA24 STRAPS AT PERIMETER BEAM /GIRDER TO STUD AS SHOWN (TYP 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' —O ", ADD VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 5 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL ER METER BEAM /GIRDER INTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAIUNG PATTERN 10d COMMON NAILS ® 6" VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAIUNG PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAIUNG PATTERN 10d COMMON NAILS 0 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLE k" EXTERIOR SHEATHING W/ 4' -0" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM /GIRDE (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP TYPICAL SHEARWALL PANEL —N F3 HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING PENING WIDTH VARIE " EXTERIOR SHEATHING (REF DETAIL 3) (TYP GO —BOLT LOCATED ON OUTSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) (2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (MIN) (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' —O ", ADD VERTICAL STUD AND 1 00 ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL 2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP) PERPENDICULAR WALL FRAMING. PROVIDE SOLID BLOCKING BEHIND WALL STUD AS REQUIRED AND ATTACH TO SHEARWALL W/ (2) 16d COMMON NAILS 0 6" O.C. 0 —BOLT PER SHEARWALL LOCATED ON INSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) 0 —BOLT LOCATED ON CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) SHEARWALL SHOWN IN WIDTH 1' -0" OR LESS (TYP) TYPICAL SHEARWALL AT INTERIOR LOCATION, 4' —O" MIN 4' -0" MN 10d COMMON NAILS IN 2 ROW NAILING PATTERN SILL AND BOTTOM OF PERIMETER BEAM /GIRDER (REF DETAIL FOR NAIUNG PATTERN EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 2 TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL r BEAD LIQUID NAILS "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING. PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (NOTE; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) TYPICAL SHEARWALL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS LESS THAN 1 ' -0" N.T.S. EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. GO -BOLT STRUCTURAL TIE -DOWN ANCHORING SYSTEM. INSTALL AS PER MANUF. SPECS. �(2) 2x VERTICAL (MIN) NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. EXTERIOR SHEATHING NOT SHOWN FOR CLARITY TYPICAL SIMPSON STRONG -TIE PHD5 -SDS3 HOEDOWN ANCHOR N.T.S. 8"-1 2" FROM EDGE DISTANCE EMBED AS PER MANUF. SPECS. 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN'i 10d COMMON NAILS 0 6" VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 0 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLE " EXTERIOR SHEATHING W/ 4' —O" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF SILL 2 ROW NAILING PATTERN 0 SILL (REF DETAIL FOR NAILING PATTERN) 4' -0" MN 4' -0" M N EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) y2" TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD; INSTALL r BEAD UQUID NAILS "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (NOTE; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL PANEL N.T.S. GO -BOLT STRUCTURAL TIE -DOWN ANCHORING SYSTEM. INSTALL AS PER MANUF. SPECS. LOCATE 3" TO 5" FROM TOP OF FOOTING ADD (1). #4 REBAR IN MONOLITHIC FOUNDATION PER SIMPSON REQUIREMENT (NOT REQUIRED IN STEMWALL FOUNDATION) NOTE: 1. FOUNDATION WIDTH MUST BE 6" MIN. 2. FOUNDATION TYPE SHOWN IS FOR DISPLAY PURPOSES ONLY. 3. SAME DETAIL APPLIES TO BOTH MONOLITHIC AND STEM WALL FOUNDATIONS. TYPICAL SIMPSON STRONG-TIE C SSTB20 ANCHOR BOLT INSTALLATION N.T.S. COPYRIGHT © 2009 Cadman Designs wFA < ; 0 i� SHEET A 1 1 11 OF 14 MAX. HEIGHT GENERAL STRUCTURAL NOTES 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC- 2000) (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD-10-99) (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (1995 SBC HIGH-WIND EDITION) 2) DESIGN CRITERIA: ROOF LIVE LOAD ---- 20 PSF FLOOR LIVE LOAD --- 40 PSF WIND LOAD PER IRC 2006 (A) BASIC WIND SPEED (3-SECOND GUST) 130 MPH (B) EXPOSURE C 3) WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND. INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL. (IRC 301.2.1.2. AND SSTD 604) -.441100 a to ZONE LOCATIONS NOTES: 1. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: i. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: i. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATINGS N.T.S. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) 0 MIN. 3" X 11.25" NET HEADER 6 TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB STRAP—' 000 LB STRAP OPPOSITE SHEATHING —FASTEN SHEATHING TO HEAD&R WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3 GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. —MIN. WIDTH= 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO \ STORY STRUCTURES \ -MIN. 2X4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. DOUBLE 2X4 POSF- . MIN. 4200 LB TIE—DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) SEE SECTION R602.10.6.2 TYPICAL PORTAL FRAME CONSTRUCTIO FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID— HEIGHT. ONE ROW OF TYP. SHEATHING—TO- FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3— 16D SINKERS $VIIN. 1000 LB TIE DOWN DEVICE 3) ALTERNATE WALL PANEL DETAIL N.T.S. 10D NAILS AT 12"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) NOTE:, NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPUFT FORCES TO FOUNDATION TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAILING PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY TYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S • TYPICAL RQOF SHEATHING NAIUNG PATTERN TYPICAL ROOF NAILING PATTERN N.T.S. 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NALING PATTERN) 100 NAILS AT 4" HORIZONTAL SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING AS REQUIRED) 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) • • e • • • • • • • • • • • S • • 100 NAILS AT 6" VERTICAL SPACING AT EDGE (TYP) EXTERIOR SHEATHING 10D NAILS AR 12" v.......„./....„..,,,,,,,,,,,,,..."----- • • VERTICAL SPACING AT INTERIOR STUD 4, (TYP) • • • TYPICAL EXTERIOR SHEATHINQ NAILING PATTERN 0 TYPICAL EXTERIOR SHEATHING NAILING PATTERN I N.T.S. 10D NAILS AT 12"o.c. SPACING AT EDGE (TYP) 15/32' OSB PLWD. SHEATHING, SEE SHT. S-2. 10D NAILS AT 12"o.c. SPACING AT INTERIOR RAFTER (TYP) GO-BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED - YELLOW CH ROMATED. -'----"`-CEILING JOIST (REF PLAN FOR SIZE AND SPACING) ia DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) --HOLLOW "P ER MACAST" STYLE COLUMN NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MAST BE ATTACHED TQ HEAPER. OR BEAM WITH 2-SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. ro GO-BOLT ALL-THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. 0-BOLT COUPLER NUT AS REQUIRED -4---*"----FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) I MIN EMBED EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL HOLLOW COLUMN HOLDOWN ANCHOR 1 1 / 2" )3 4" 1 / 2" TYPICAL 2 ROW NAILING PATTERN /- DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) JOIST (REF PLA FOR SIZE AND SPACING (2) SIMPSON! MT 2 MIN. UNLESS NOTED • THERWISE X6 P.T. ..Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S. P. WOOD COLU • f E *OF FRAMING NOT SHOWN FOR LARITY. ALL RAFTERS MUST BE A ACHED TO HEADER OR BEAM WI SIMPSON H2.5A MIN UNLESS NO D OTHERWISE. /FLOOR J i T (REF PLAN FOR SIZE AND SPAC G) 0 • .--t- 01MPSON ABU66 ABU88 W/ (2) 7,. i BOLTS FOR 8X8 USE SIMPSON ,f, ANCHOR Cs UMN) TEF. FOUNDATION PLAN FOR FOUNDATION TYPE "0 A307 THREADED RO w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC-TIE ADHESIVE TYPICAL WOOD COLUMN HOLDOWN ANCHOR TYPICAL COLUMN HOLDOWN ANCHOR OPTIONS N.T.S. COPYRIGHT © 2009 Cadman Designs rc$ FINAL — ISSUED FOR CONSTRUCTION REVISED — ENG. REVIEW REVISIONS AS PER OWNER No. DATE A New Residence for 1 April 2012 2 May 2012 tv-A Typical Details Mr. and Mrs. Demery Bishop 3 July 2012 0 rrl 18th Street and Chatham Avenue DATE- Sept. 2009 SCALE: AS SHOWN CONTR. NO 0742 Tybee Island, Georgia Chatham County „ .01,4„ 0,0/4 44,,‘,04,444osi 44f.I.P4-4wfix ;.4"mt litrzzLzummm, L704, 4 4,111,, vt;r., ^'," • VOL ,pitiegimmr%, lo4,411+11fk:i. oroomk,;:x- .4.tr ' titt *wog, 4,14.6 4,AizolvAky, 0 1) 0 C CN 0 ri z ce z CY) 0 0 CN (/) 0 * EXPOSURE B * * EXPOSURE C * INCLUDING ISLANDS AND WATER/MARSH FRONT PROPERTY INCLUDING INLAND PROPERTY ONLY MEAN ROOF HEIGHT ZONE (4) ZONE (5) ZONE (4) ZONE (5) 15' DP 35 DP 45 DP 40 DP 50 20' DP 35 DP 45 DP 45 DP 55 25' DP 35 DP 45 DP 45 DP 55 30' DP 35 DP 45 DP 50 DP 60 35' DP 35 DP 45 DP 50 DP 60 40' DP 40 DP 45 DP 50 DP 65 45' DP 40 DP 50 DP 55 DP 65 501 DP 40 DP 50 DP 55 DP 65 3) WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND. INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL. (IRC 301.2.1.2. AND SSTD 604) -.441100 a to ZONE LOCATIONS NOTES: 1. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: i. 10% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: i. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATINGS N.T.S. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) 0 MIN. 3" X 11.25" NET HEADER 6 TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB STRAP—' 000 LB STRAP OPPOSITE SHEATHING —FASTEN SHEATHING TO HEAD&R WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3 GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. —MIN. WIDTH= 16" FOR ONE STORY STRUCTURES MIN. WIDTH= 24" FOR USES IN THE FIRST OF TWO \ STORY STRUCTURES \ -MIN. 2X4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. DOUBLE 2X4 POSF- . MIN. 4200 LB TIE—DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) SEE SECTION R602.10.6.2 TYPICAL PORTAL FRAME CONSTRUCTIO FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID— HEIGHT. ONE ROW OF TYP. SHEATHING—TO- FRAMING NAILING IS REQUIRED. IF BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3— 16D SINKERS $VIIN. 1000 LB TIE DOWN DEVICE 3) ALTERNATE WALL PANEL DETAIL N.T.S. 10D NAILS AT 12"o.c. SPACING AT EACH END OF SHEATHING AT SPLICES (PROVIDE 2X BLOCKING AS REQUIRED) NOTE:, NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPUFT FORCES TO FOUNDATION TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAILING PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) USE CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING STAGGAR JOINTS HORIZONTALLY TYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S • TYPICAL RQOF SHEATHING NAIUNG PATTERN TYPICAL ROOF NAILING PATTERN N.T.S. 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NALING PATTERN) 100 NAILS AT 4" HORIZONTAL SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2X BLOCKING AS REQUIRED) 2 ROWS OF 10D NAILS AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) • • e • • • • • • • • • • • S • • 100 NAILS AT 6" VERTICAL SPACING AT EDGE (TYP) EXTERIOR SHEATHING 10D NAILS AR 12" v.......„./....„..,,,,,,,,,,,,,..."----- • • VERTICAL SPACING AT INTERIOR STUD 4, (TYP) • • • TYPICAL EXTERIOR SHEATHINQ NAILING PATTERN 0 TYPICAL EXTERIOR SHEATHING NAILING PATTERN I N.T.S. 10D NAILS AT 12"o.c. SPACING AT EDGE (TYP) 15/32' OSB PLWD. SHEATHING, SEE SHT. S-2. 10D NAILS AT 12"o.c. SPACING AT INTERIOR RAFTER (TYP) GO-BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED - YELLOW CH ROMATED. -'----"`-CEILING JOIST (REF PLAN FOR SIZE AND SPACING) ia DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) --HOLLOW "P ER MACAST" STYLE COLUMN NOTE: ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MAST BE ATTACHED TQ HEAPER. OR BEAM WITH 2-SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. ro GO-BOLT ALL-THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. 0-BOLT COUPLER NUT AS REQUIRED -4---*"----FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) I MIN EMBED EF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL HOLLOW COLUMN HOLDOWN ANCHOR 1 1 / 2" )3 4" 1 / 2" TYPICAL 2 ROW NAILING PATTERN /- DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) JOIST (REF PLA FOR SIZE AND SPACING (2) SIMPSON! MT 2 MIN. UNLESS NOTED • THERWISE X6 P.T. ..Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S. P. WOOD COLU • f E *OF FRAMING NOT SHOWN FOR LARITY. ALL RAFTERS MUST BE A ACHED TO HEADER OR BEAM WI SIMPSON H2.5A MIN UNLESS NO D OTHERWISE. /FLOOR J i T (REF PLAN FOR SIZE AND SPAC G) 0 • .--t- 01MPSON ABU66 ABU88 W/ (2) 7,. i BOLTS FOR 8X8 USE SIMPSON ,f, ANCHOR Cs UMN) TEF. FOUNDATION PLAN FOR FOUNDATION TYPE "0 A307 THREADED RO w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC-TIE ADHESIVE TYPICAL WOOD COLUMN HOLDOWN ANCHOR TYPICAL COLUMN HOLDOWN ANCHOR OPTIONS N.T.S. COPYRIGHT © 2009 Cadman Designs rc$ FINAL — ISSUED FOR CONSTRUCTION REVISED — ENG. REVIEW REVISIONS AS PER OWNER No. DATE A New Residence for 1 April 2012 2 May 2012 tv-A Typical Details Mr. and Mrs. Demery Bishop 3 July 2012 0 rrl 18th Street and Chatham Avenue DATE- Sept. 2009 SCALE: AS SHOWN CONTR. NO 0742 Tybee Island, Georgia Chatham County „ .01,4„ 0,0/4 44,,‘,04,444osi 44f.I.P4-4wfix ;.4"mt litrzzLzummm, L704, 4 4,111,, vt;r., ^'," • VOL ,pitiegimmr%, lo4,411+11fk:i. oroomk,;:x- .4.tr ' titt *wog, 4,14.6 4,AizolvAky, 0 1) 0 C CN 0 ri z ce z CY) 0 0 CN (/) 0 COPYRIGHT © 2009 Cadman Designs V II II m Garage torage II II m NI NOTE: ALL ELECTRICAL RECEPTACLES TO BE MOUNTED ABOVE FLOOD PLAIN ELEV. FILED VERIFY PRIOR TO CONSTRUCTION. 0 L L • o Garage LOWER LEVEL ELECTRICAL PLAN SCALE: I /4 "= 1 NOTES: I . ALL ELECTRICAL TO I3E MOUNTED ABOVE FLOOD PLAIN. 2. ALL ELECTRICAL @ LOWER LEVEL TO BE GROUND FAULT. 3. ALL ELECTRICAL WITH ICLG.' DESIGNATION TO BE CEILING MOUNTED. OPC5Pro2c-,,a2reil ?egkiiVeel rib? rioc,opirzle3 h L.1?Avoon'ao, govogee; an2Eloorn cmcl V17..Kgion PEW2C-1.V-26VCA, GARBAGE DISPOSAL Open Storage 471 •.,•n •:•• P731Eige9 tve triut ':.•1:0:11;TTSPri;'•,7(•-TV= i. 5 ths. ,rggig3 C J r c1,14-!1;f: t=6.1)T,,yyz, iccreation FGOEIS., CIOSCiS, M;727227 arcas shall be protected hy Ie4 tli7t7;-cf-AZT:C', inteFri.1151:Cr, Conibirtail031 sta oro.i,nction of the branch ch:c;:a. M.Dressing M.Bath Q rwd.Km. II MI MI MY • •••.1•••—. •••••.,.! 550!!!! , . . F. FLOOR RECEPTACLES P AND FLOOR PHONE JACK TO BE VERIFIED BY OWNER ' . 'SMaKE hallway / Great Room Covered Porch IGH MOUNT RECEPTACLE AND TV JACK IN CEIUNG fIRST fLOOR ELECTRICAL FLAN SCALE: I /4"= I LOU ow. :11 ELECTRICAL LEGEND CHANDELIER RECESSED INCANDESCENT CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED DIRECTIONAL SWITCH SINGLE POLE $3 3—WAY SWITCH $4 4—WAY SWITCH RECESSED FAN/LIGHT RECESSED FAN FLORESCENT FIXTURE FLORESCENT BULB FLOOD LIGHT PHONE JACK PHONE JACK (FLR. MT.) : 1/2 POLE OUTLET Att:N COVE LIGHT FIXTURE (DC CATV OR EQUAL ANOVA . Kr:f0 3 ) Eic,)62A-m.11 moa?, agreaNw er-JE2i iIii13a9f1 80ak...1o. _I( _RFIMan zo.cl aM2o PORIAMCgier:El --24ogi:110,9'`OLI 011.5M iniart3OHROCNEI I li !rAitVP.,? tkonial tRoitio eMilm cQvicolo04711 -hi 1zr‘k).),13(sa) v1e.10$71 O pv-e-2,2-1 4F1 leP VP SM KE CHIM '41171F--'4iTc1C3,1 NVICE TNCI L11.)P0 MUST C'r: COPPER NO A L i I 1\1 M L7WPO ectio 9; sub-ssoflon 8-2.4 Land Da Co COVO OUTLET 110v. OUTLET W/GROUND FAULT OUTLET WATER PROOF RECESSED INCAND. VAPOR PROOF OUTLET 220v. OUTLET (COUNTER HGT. MOUNT) OUTLET GARAGE DOOR (CLG. MT.) SMOKE DETECTOR THERMOSTAT TV CABLE JACK DOOR BELL BUTTON GARAGE DOOR BOTTON CEILING FAN CEILING FAN W/LIGHT FIXTURE BREAKER PANEL CHIME SWITCH W/DIMMER SHEET A 1 3 13 OF 14 COPYRIGHT © 2009 Cadman Designs • A 110: wo Study Nook Hallway 2Es$ Hallway rY. rY. Attic Guest Suite 1 N Guest Suite 2 PsorA R-210.1 .-:7,7-472©19D,E;-1 iniCrealinOWA a VQR i)EiMi91 Nnilf,,svTp mg-Oval Lo ii migolcio blacpir4-10E-0:11GEVA qiinv I ciarrigi,62,3 7..r..-at.) thoolld 124s4Z Am-4-4 OFC1 Privic-)62Nn PaCiLFirOa VOCepUght3 icE112hR.VEnGs rsvageE:, all2cloor,-, and aibne NH:Cfi-Mk1 F.-3/DLIENEV-20pG. PROVIDE ELECTRICAL CONNECTION TO ELEVATOR AS PER MANUF. SPECS. VERIFY W/ELECT. CONTRACTOR PRIOR TO CONSTRUCTION. IIRC-FAULT TNTERRUPTER PROT 11:71:172::1,:f.. 2O. 2 Dweiling Units, Ail 12C-vo, sing5c 131:nnsc, 3- aud. 20-amuere branc7.1 circuits sun9iyid,:g d.wciiing unit Fauni.iy oorr !ibraries, dens, Ile(Lceonls, su.reems., -,:concation -,:ccins, closets, hallways, or siiniiEer cocas dc; r:cca..3 siri! be protected by d, listed cizcz;),,I instaHed :31.anc7A ELECTRICAL LEGEND CHANDELIER RECESSED INCANDESCENT CEILING MOUNTED FIXTURE 4-443/- WALL MOUNTED FIXTURE RECESSED DIRECTIONAL SWITCH SINGLE POLE 3—WAY SWITCH $4 4—WAY SWITCH RECESSED FAN/LIGHT RECESSED FAN FLORESCENT FIXTURE )====c FLORESCENT BULB FLOOD LIGHT PHONE JACK PHONE JACK (FLR. MT.) 1/2 POLE OUTLET COVE LIGHT FIXTURE CATV OR EQUAL OUTLET 110v. OUTLET W/GROUND FAULT OUTLET WATER PROOF RECESSED INCAND. VAPOR PROOF OUTLET 220v. OUTLET (COUNTER HGT. MOUNT) OUTLET GARAGE DOOR (CLG. MT.) SMOKE DETECTOR THERMOSTAT TV CABLE JACK DOOR BELL BUTTON GARAGE DOOR BOTTON CEILING FAN CEILING FAN W/LIGHT FIXTURE BREAKER PANEL CHIME SWITCH W/DIMMER •1111111 Etlogini@c211 ilit?1llA0 o 605-07 vA,N7ho 410T4E4 PgraAllg 0-0 RIATF,P NZOR40,100 WALL MOUNT FIXTURE, CENTER W/ROOF RIDG FIELD DETERMINE HGT. • .F.F. 0 0 z 1rint41@gloris nititta 09611,1y iho Gomplo Ciao **dawn, Cod° cintl Siote of aeorel 4ii-aeriamofiqn NOTE: VERIFY W/O ER ROOF DECK LIGHTING PRIOR TO S'TRUCTION. Roof:: LEVEL ELECTRICAL PLAN SCALff: I /4"= '--0" NOTES: 1. OVER HANG TO BE 2'—O" UNLESS NOTED OTHERWISE. 2. OVERHANG TO BE 1'—O" TYPICAL AT GABLE ENDS OR AS NOTED. 4-■ 0 0 0 0 0 0 c:4 3. FLASHING AT ALL DECK TO WALL CONDITIONS 12" MIN. VERTICALLY OR AS REQUIRED. 4. STANDING SEAM METAL ROOFING, TYPICAL. 5. INSTALL ONE HOSE—BIBB AT ROOF DECK. !itttxt-t,t- REF PLAT �MAG•) n c9. W i O. 'O�'' 2 °p5 ` • • • -.: • • .s• ••, , • .. • ..• •• • s ••� •• •.• •' • ••„, • • f, • 4 •• • • • t•• •. • ••, •• ••• .•' • • • • • ••••:,:•. • •8•••• • •.• • ..d :. � • • • • •Y • • • • ; •• .• •• ..:' •;•• ••+� • • • •. • • 1: • >': • r: •• • •:• •: • • •' ' • • •• I I I •. • • • •. • •I• .•_ • .t •s'. ••••. : • •• •.t •. • :.•. • ,• '• •• • 1• • {,• •• S. • • • • v •ff..• .•• • •t••. • 1. • • •• ••• :1: • �• ••n. • .1; • • • •• ••• ••0 •• • • •••• •• •a ••.y• .•. • • • •1 • • • a • • S• • • • A R.B.F. P S \\ \/\ K\ ‹. >\ A \T Xl>d "*0)4 \/ ` • \/ v...i 1\/ o -D 0 PO L) \ V d Q / k/ N\ /i/ \, • I O' BS L 121.13' S 19 °09'42" W i • • • • 1 —1 GRATE I \LET b TOP 5.10 Uj. I.E. 1.75 TOP OF DOM LOVELL AVENUE 30` R/W 4 EXISTING SITE PLAN 1 "= 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. 5.84 <0� BEN TO EL R.B.F. G,I-I MA ! K OR PIKE ,31 NA D88 (P.O. .) CO' /- y gy 1g 1—Y H 1.1-1 con/ LA- rv4 (f) " I b 4941— co 00 W� I-- Special Pre — Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SMALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. Project Information: P.1. N. : 4-0009-14-001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0.15 AC ESTIMATED DISTURBED AREA : 0.08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER : Mr. and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912 - 786 -6119 FEMA MAP NOTES : 1. T1115 DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-I3" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305 I C 0326 F, MAP REVISED SEPTEMBER 26, 2008 (58 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. GENERAL DRAINAGE NOTES: I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. LEGEND ITEM EXISTING PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB NOTES: FG 12.3 - - - - -- •12 TPS 12.30 SPECIAL WETLAND NOTE : 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ". Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. I. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR. LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR I5 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUG I ION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Barrett Surveying Date of Survey : September, 2012 Datum : NAVD 1988 SCALE: 1" = 10' 10' 20' 25' 0 BOSWELL DESIGN SERVICES, INC. 1 03 NASSAU DRIVE O CO < N CO cc Tai N v < z Q LAH BOS @BELLSOUTH. NET EXISTING SITE PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -74'1 ORG/ �tSt No. 28372 ' PROFESSIONAL /0 -22 -/2 `c"1/ GI NO-cc N, �A.BOsA>,, DRAWING NUMBER c-1 1 OF 7 SHEETS G‘AN--c\A E pEA ,I'/'' N NN \ co SO` 1.1\° �O \ PERMEABLE RIVE AS PER ‹- OF TYBEE SA D ` ' (25' maJx.. width .betyi' right of wan j �r-.0-2 N Ine) • li< l 2\ co FG 5.71 1 • (0 • .. • • • • • •% • •s •I •.t•• • r•• .••• •. • . .. ,• •, • • ••• .• • • •.. • •• • .• • • • • •• ••. . • •, • . • M • • .•• •�. • :: •••• •• it • :.• • •• •• • > . •••••1.•••••••...k • • II .•••.• • .. • •8.• • • . .:. ;. • • •• • . • ••' ROF�� 0 'HANG R.B.F. / \ / SWALE "A" 40 LF AT I _.0% 10' BSL • • ,•• • ::. •t c • • • • •• • I. •{.• • ••• • • • • • . •.. •, • • ••• •'•Z•••'..► ••t•. . • •�• •• •w •. • • • • • .•, �••• • •� . / 121.13' S 9 °09'42" W PLA\ S RL D B SPECIAL BUILDING SET BACK LINE NOTES : I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST OUTSIDE PART OF THE BUILDING. 2. ThE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF ThE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOIIOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF ThE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUI I ER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. . CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. . CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. TPS 7.00 ROOF <0 SWALE "A" I 1 0 LF AT 0. 187c -wH I� NL/ 111-1 i 5.2 • z liJ O GRATE INLET 1 EXISANG GRADE C d-� I 6.0 I 1G 5.51 (,/\ VARIES 1 VARIES SWALE "A" 75 LF AT I .20% • \BENCHMARK TOP OI~�RR SPIKE EL 6.31 NAVD88 1B.F. (P.O.L 11G 6.5 o TOP 5.10 Uj ` I.E. 1.75 • TOP 0= DOII LOVELL AVENUE 30` R/W 12 -13 4 PROPOSED SITE PLAN I "= 10' N SPECIAL AVERAGE GRADE NOTES : I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. i 5.84 • <0- N RI co ix I b 49/5 F"" co co Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. LEGEND ITEM EXISTING - ELEVATIONS SHOWN ON PLANS SWALE DETAIL not to so* - FINISHED GRADE Project Information: P.I.N. : 4-0009-14-001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0.15 AC ESTIMATED DISTURBED AREA : 0.08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER : Mr. and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912 - 786 -6119 FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE- 13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 0326 F, MAP REVISED SEPTEMBER 26, 2005 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. GENERAL DRAINAGE NOTES: I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. SPECIAL BUILDING GU 11 ER NOTES : I . A BUILDING GU (TER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO ENSURE THAT ALL ROOF RUN -OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT OF WAY. 2. BUILDING DESIGNER SHALL SIZE GUI I ER SYSTEM TO CONVEY A 25 YEAR (MIN) STORM EVENT (8" PER HOUR). 3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. PROPOSED TOPO CON TOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB (2, FG 12.3 TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. SPECIAL WETLAND NOTE : 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ". Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. NOTES: I . CONTRACTOR I5 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR I5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR I5 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO NAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Barrett Surveying Date of Survey : September, 20 12 Datum : NAVD 1 988 SCALE: I " = I 0' 10' 20' 25' LAH BOS@BELLSOUTH. NET 0 � U DATE : October 22, 2012 I JOB No. - - - 1 0 S7 0 o DRAWN MAD DESIGNED - - - 0 < Q Lu U O WO o0 wL) WZ0OD W W � W Zm zm 2 PROPOSED SITE PLAN CONTACT A MINIMUM Or" 72 HOURS PRIOR TO DIGGING UTILITIES PROTECT!OI CENTER I- 800 - 282- 7/:11 (co G} R C ST i,•. No. 28372 • PROFESSIONAL /0-22-12 1 Rir A BOS \ \A DRAWING NUMBER C-2 2 OF 7 SHEETS LIMITS OF DISTURBANCE co. N LPI) P L� P .,,t-I9< �— LIMITS OF DISTURBANCE o 1 \14 30.7'�o ;d1 A 1 2.0 , • ♦• • • • • •a ♦ ♦ •• • • •♦ •:.. • 4.• • • ••_•. •• •• •: •, • • • Z •• � •• . • } • e. • •. • •.t •• • ♦ • ••• • •, , • •e. ••••:: • • M: : • • ; ••�; • • :.•• • • •• • , • .. . v • .Z. ' • •••• • �— •••• • • co N NC c ENG,HMARK O OORR SPIKE EL • 31 NA D88 • R.B.F. —•■■111111 Ds1 Ds2 • I O' BS L • .: • • •• • + • • Y A -----r----1111/1 LOD OD 1 <� •• • •• • t. • *is • •' • ••. • • • •• • • • p yet •;• • ;, • • • • .• •.•• • _ + •• • � •• • ' + .• • • ••: •'� • • •• •, • •• ••• • • . •� • ••• • • •• A .• ,••• ••_.• 'I , • - - • s : , • P S _A R B D 12 S 19 °0 '4 1 LOD■ 3' LOD L� LOD LIMITS OF DISTURBANCE SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I 1 = 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. RATE INLET OP 5.10 I.E. 1.75 TOP OF DOM • Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ill) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED NG ` STABILIZATKN WITH CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RI E RAP LEVEL SPREADER RETROFIT DUST CONTROL oar n n n Du SPECIAL SOIL EROSION PREYENTlON NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-19 SCALE: I " = 10' z 0 w 1 03 NASSAU DRIVE 0 CO < 0 0) rr 0� LAHBOS@BELLSOUTH.NET 0 w! DATE: October 22, 2012 0 co 0 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I CON-, T A MINIMUM OF 72 H6RS PRIOR TO D'G6i?:6 UTILITIES PROTECTION CENTER I -800- 282 -7411 No. 28372 PROFESSIONAL /0 -22- /2 \CI N���� A. BOSS% DRAWING NUMBER C-3 3 OF 7 SHEEIS PLAT gEF• 1� 1 <` c,o9 •} • •• ., ••• • : • • • ▪ • :,,. .•. ••. •. • • • 4 •.. •• • , , ; ••. • • ,••,...• .•- :• ••*• • .V • • • • t•• •• . • • N • i • • t•• • SO• • •• : .art • • S : ;: $ :< .:.• • ' • III' : LIMITS OF DISTURBANCE 601. NN ( 0 n 5I w , LIMITS OF DISTURBANCE N \, • Ds c) IDs4 t•• • •. �• ,e i • �•s • •••,• •I • • • • ..•••• • •', ••tom• •••••,••• •. • • ••: •;• •� • • • i • • A ♦ i •.: • • • 4*.: • 4. • ••% .• •\'•• ••. •• •,,••• • • •. •. •.••• so: • • • i •••• •,; •�•• ••• • ; . .�. ••••• • • j.• <0 ✓ • • %• / • • • R.B.F. III••, .o.L.) C� g99 \A 2 F-4 1 Ds4 I' 1 rn ('?r;!><i -'1 �1 .7 (3\11x\ cn 1 6 n <1 ;\ O 1 ■ • r \,/ Roof n A A V 0�—•— 100 LOQ LOD • •;t , :.. .:. • •• • ., • •. • 1• • • •{• • • ••1 s • •• • • %. .• • • • • Y • :: f *I • . ���. i. • • • • : • ••• •• •*.• • %# .• •%�••• • •.r • ♦•` • • • •• • • � •.y• •t 12 13' s 19°014 RATE INLET tOP 5:10 I.E. 1.75 LAU �, W x4co co CO 0. 0 /54D1-1 CO LIMITS OF . DISTURBANCE TOP OF DOM PI A \TI-D SI IRJB LOVELL AVENUE 30` R/W SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING Ds1 DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING Ds2 Ds3 Ds4 CHECK DAM i SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention pion designer within 7 days after the initial soli erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c• major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stablliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great core shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE III 7 -= 10' WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 10 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase Ili) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. RUN —OFF COEFFICIENTS : PRE — DEVELOPED Cw = 0.25 POST — DEVELOPED Cw = 0.48 STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEX11LE CHANNEL STABIUZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Sd3 CONTACT A MINIMUM Or 72 HOURS PRIOR TO DIGGING Du U11LI IS PROTEC ID; CEU _R -$O0- 282 -74 I LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' No. 28372 PROFESSIONAL /622/2 Pir A. BO ' DRAWING NUMBER 10' 20' 25' 5 OF 7 SHEETS SOIL EROSION Sc SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WiLL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.08 ACRES. 2. OWNER : Mr. and Mrs. Demery Bishop P.O. BOX 1020 TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT : Mr. and Mrs. Demery Bishop 912- 786 -6119 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA *MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PA i I ERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUIY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UN11L PERMANENT COVER IS ESTABUSHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABIUZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTUNE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABUSHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE FERTIUZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS • CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL NETTING OR UQUID MULCH BINDERS. 19. SOIL. TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING CuC (Chipley-Urban Land Complex). 20. THIS DEVELOPMENT iS WITHIN MINIMAL ZONING AREA "AE 13 AND AE 14" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS iN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT iS THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALiZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND U11UTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFUCTS WITH SAME. ANY DAMAGE TO EXISTING U11U11ES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBUC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGiN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE iN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN *PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTiUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2012 2013 OCT NOV DEC JAN FEB MAR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES SiTE GRADING UTILITY INSTALLATION BUILDING CONSTRUCTION MINIMUM NOT APPLICABLE PERMANENT GRASSING PAVING NO T APPLICABLE MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE. "AE 13" TOTAL ACREAGE. 0.15 ESTIMATED DISTURBED ACREAGE....0.08 S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS PLANTING O TEMPORARY GRASS RATE MONTH 11NG OF PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs• /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER - FEBRUARY RYEGRASS 40 Lbs. /A c SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac I I L =ii- iii -I I I 1. FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 2. SPACE STAKES EVENLY AROUND 'TIE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART AND SECURELY ERNE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. 3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2x4 INCH WOOD STRIPS MOUND THE CREST OF THE OVERFt.OW AREA AT MAXIMUM OF 1.5 FEET ABOVE THE DROP INLET CREST. 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND BACKFLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. 6. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP *W TO KEEP RUNOFF FROM BYPASSING THE INLET. R MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE 00101 SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS ROW. INLET SEDIMENT TRAP DETAIL Sd2 -F FILTER FABRIC WITH SUPPORTING FRAME i 5" MNMNAUM GEORDMLE UNDERLNiER N.SAR -2 COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. N.T.S. SIDE VIEW E NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL FENCE TYPE A MINIMUM LENGTH 4' -0" B 3' -0" C 4' -0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1.31b. /ft. min. A (MIN) 30" 18" 30" B (MIN) ( D E(MAX) 18" 28" 6" 6• -0" 18" 16" 4" 6' -0" 18" 28" 6" 4' -0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY RUN -OFF COEFFICIENTS : PRE - DEVELOPED Cw = 0.25 POST - DEVELOPED Cw = 0.48 STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THiS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. FASTENERS FOR WOOD POSTS GAUGE Wire Staples 17 min. Nails CROWN LEGS STAPLES /POST 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL /POST HEADS 14 min. 1" 3/4" 4 min. 0 LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 U) ITT U 1T U) U lU) D 1 III r� V 1 0 0 d' F- w W Z • cY? E co Q I- • X co O < irN J U70 ost m Z Q (V O O z 0)--- �m Q 1 } Q < J U) 0 N 8 0 0 Lzi O 0 0 1 Q d C- m c U� �O LA �(9 ( ., W 0L62 W zm o>. W Iz NOTES AND DETAILS CONTACT A MINiMUM Or 72 HOURS PRIOR TO PiGGING 9R0TEC7 h f-ORE �V O UTILITIES PROTECTION CENTER 1 -800- 282 -7411 c0 G1 R G srfp No. 28372 PROFESSIONAL /0-2242 FMG I N EEC DRAWING NUMBER C-6 6 OF 7 SHEETS SECONDARY PERMITTEES NOTE : THiS ASTER LIST iS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMI ' E'S SiGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 YS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. • NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL iA CERTIFICATION 0. NAME : COMPANY: ADDRESS ADDRE GS C LEVEL iA CERTIFICATION NO. PHONE : FAX : PHONE : FAX : • ONE : FAX : PHONE : FAX : SIGNATURE SIGNATURE SIGNATURE SIGNATURE SITE SiZE ACRES SITE SiZE ACRES 1.00 • 10.01 -25 25.01 -50 50.01 -100 100.01+ 1.00 -10 10.01 -25 25.01 -5 s 50.0 100 100.01+ APPENDIX B Nephelometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Area, square miles 0 -4.99 5 -9.99 10 -24.99 25 -49.99 50 -99.99 100- 249.99 0- 499.99 500+ 25 25 25 20 20 50 25 25 25 20 0 -4.99 5 -9 75 50 25 25 25 150 75 50 35 25 300 150 75 50 Warm Wat- Supporti Warm Water Fisheries) Surfa • Water Drainage Are • square miles 10 -24.99 25 -49.99 50- 500 • 100 75 50 500 500 300 150 60 500 500 500 300 100 .99 100- 249.99 250 - 499.99 500+ 75 4 50 50 50 150 100 50 50 50 200 100 100 50 50 400 200 100 100 50 750 300 200 100 50 750 500 300 150 100 750 750 750 300 00 750 750 750 600 100 The AY INSPECTION NOTE : seven as designe professional m and the primary after receiving the r permittee may use an make a written request EPD has agreed. n professional must be retained by the primary permittee to conduct a site inspecti ays after initial construction begins in order to determine if the BMP's have be nd are being maintained as required by the Plan and the Green Book. The t report the results of the inspection to the primary permittee withi st correct all deficiencies identified in the report within two (2 rt (unless additional time is needed due to adverse wea ernate design professional to conduct the BMP insp to PD to change from the design professional w DESIGN PROFESSIONAL 7 DAY VISI ERTIFiCATION Date of inspection : i certify the site was in c,urrrpliurrc.c wilt, the . &.PC PI Vrr the date of inspection. z within installed esign even (7) days usiness days er). The primary tion, provided that they developed the plan and Mark Boswell 2104 inspection revealed the following di epancies from the ES &PC These d= ciencies must be addressed immediately and a re- inspection scheduled. Work shal •ot proce-• on the site until design Professional Certification is obtained. Soil Cleanup and Control Practices 1. Local, State and manufacturer's recommended methods for spill cleanup will be clearly posted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the material storage areas. Typical materials and equipment includes, but is not limited to, brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand, saw dust and properly labeled plastic and metal waste containers. .3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future spills. 4. All spills wil be cleaned up immediately upon discovery. All spills will be reported os required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1- 800 - 426 -2675. 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WIL BE CONTACTED WITHIN 24 HOURS AT 1- 800 - 426 -2675. 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED. 9. The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this include. capacities of equipment) or if any one piece of equipment has a capacity greater than 660 gallons. The Contactor will need a Spill Prevention Containment and Countermeasures Plan prepared by that licenseed professional. PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars will be inspected daily for leaks and spills. This includes on -site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. In addition, temporary fueling tanks shall have a secondary containment liner to prevent /minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations. 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. .3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on -site. 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of these materials will be under roof in sealed containers. 5. Building Materials - No building materials will be buried or disposed on -site. All such materials will be disposed of in proper waste disposal procedures. MPLING FREQUENCY Stor water samples shall be token for the following events : (a) For e.. area of the site that discharges to a receiving stream, the ' st rain event that exceeds 0.5 inches and allows for monitoring . ing normal business hours. (Monday thru Friday, 8: 00 AM to 5: 00 and Saturday 8: 00 AM TO 5:00 PM when constructionactivity r .eing conducted by the Primary Perm i e) that occurs after all cleonin and grubbing operations have be completed in the first drainage area •f the location selected as t sampling location : (b) in addition to (a) above, for ..ch a to a receiving stream, the first rai ven 0.5 inches and allows for monitoring that occurs either 90 days after the fir all mass grading operations have bee o area of the location selected as the am come first : rea of site that discharges t th. reaches or exceeds ormal business hours sampling event or after eted in the drainage plin• ocation, whichever (c) At the time of samplin •erformed pursuant to and (b) above, if BMPs ore found to be • operly designed, installed an aintoined, no further action is re. red. If BMPs in any area of the e that discharges to a rece g stream are not properly designed, tailed and maintained, c• ective action shall be defined and implem ed within 2 busine • days, and turbidity samples shall be taken fro discharges fr that area of the site for each subsequent rain event that -aches or exceeds 0.5 inches during normal business hours u the selected turbidity standard in attained, or until post - storm vent inspections determine that BMPs are properly designed, ins ed and maintained. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-08 WASTE MATERIALS : 1. All waste materials will be collected and stored in a securely lidded, metal dumpster. The dumpster will meet all solid waste management regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by local regulations. No construction waste will be buried on -site. 2. All personnel will be instructed on proper procedures for waste disposal. A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these procedures are followed. 3. NO WASTE WiLL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. INSPECTIONS : Primary Permittee. 1. Each day when any type of construction activity has taken place at a primary permittee's site, qualified personnel provided by the primary permittee shall inspect : (a) all areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment ; (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off -site sediment tracking ; (c) measures rainfall once each twenty -four hour period at the site. These inspections must be conducted until a Notice of Termination is submitted. 2. Qualified personnel (provided by the primary permit tee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the following : (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization : (b) areas used by the primary permittee for storage of materials that are exposed to precipitation that have not undergone final stabilization and : (c) structural control measures. Erosion and sediment control measures indentified in t Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are accesible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization, the permittee must comply with Part IV.D.3.a(3). These inspections must be conducted until a Notice of Termination is submitted. 3. Qualified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e. until a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). •RMWATER SAMPLING SA' " E ANALYSIS 1. Storm ater samples are to be analyzed in accordance 'th methodology and test procedures es .fished by 40 CFR Port 136 and the guidanc- •ocument titled "NPDES Storm Water Samp r • Guidance Documen EPA 833 -8 -92- 001." 2. Storm water is to be fo •ep • .metric turbidity units (NTU) at the outfall loc. • . A discharge of storm water runoff from di •rbe. areas where best management practi have no designed, installed, an• ointained sha separate violation fa each day on which conditions results the turbidity of the dis ..rge exceeding 75, e value that was selected fro Appendix B Permit No. GAR 100001. The NTU based up' the disturbed acreage of 1.0 - 10 acres the project site, the surface water drat..ge area of < 4.99 square miles, and receiving w er which supports warm water fisheries. een properly constitute a ch e SANITARY WASTES : 1. A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in on area where the likelihood of the unit contributing to storm water discharge in negligible. Additional containment BMP's must be implemented, such as gravel bogs or specially designed plastic skid containers around the base, to prevent wastes from contributing to storm water dischages. The location of sanitary waste units must be identified on the Erosion Control Plan Grading Phase Sheet by the contractor once the locations have been determined. 3. Sanitary Sewer will be provided by Municipal Authority /Septic System at the completion of this project. HAZARDOUS WASTES: 1. All hazardous waste materials will be disposed of in the manner specified by local, state, and /or federal regulations and by the manufacturer of such products. The jobsite superintendent, who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazrodous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product is stored and /or used and another copy of the MSDS will be maintained in the ESPCP file at the jobsite construction trailer office. Each employee who must handle a substance with hazrdous properties will be instructed on the use of MSDS sheets and the specific information in the applicable MSDS for the product he /she is using, particularly regarding spill control techniques. 2. The contractor will implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled , hazardous materials or hazardoud wastes will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel in the use of the SPCC plan. z z 0 w c< 3 NASSAU DRIVE 0 Cr) < N (9o) 0' N < N z z U) @BELLSOUTH.NET J 0 0 < (.12 < 0 m (9ry �0 W o w0 W oocr 0� Q U) WW Ii1 z WCO zm 2 W 0 z A MINI X1.11): "r PRi1R E DiGGi''' fc UTILITIES PROTECTION CENTER 1 -800- 282 -7'11 0 R 01 c,1ST • i No. 28372 PROFESSIONAL /0-2242 Fi'GINE�R 1 A. BO��/ ,� � DRAWING NUMBER C-7 7 OF 7 SHEETS 3 NASSAU DRIVE 0 Cr) < N (9o) 0' N < N z z U) @BELLSOUTH.NET J 0 0 < (.12 < 0 m (9ry �0 W o w0 W oocr 0� Q U) WW Ii1 z WCO zm 2 W 0 z A MINI X1.11): "r PRi1R E DiGGi''' fc UTILITIES PROTECTION CENTER 1 -800- 282 -7'11 0 R 01 c,1ST • i No. 28372 PROFESSIONAL /0-2242 Fi'GINE�R 1 A. BO��/ ,� � DRAWING NUMBER C-7 7 OF 7 SHEETS e?Deosoo LJ REVISED AS PER CITY OF TYBEEI ISLAND REQUEST 10-17-08 I MATCH EXISTING PAVING ELEVATION \ f , �e 5L,0�o ��C"'' -�' 6,2 PERMEABLE DRIVE AS PER CITY OF TYBEE STANDARDS (25 max, (25' width Q \ (\ 3�� O T P 6,32 0� 1. �‘�► \ �� \ �, \ `1 \ , •. (rsc_r-- ,___, \,. ... , , .._____ *I. C ii-?` \ II 1 , I 0) � t 8. k......; / /j� ` ,�� �' \ \ _... \ \> >/ `� ' ' °, - s '�: ��= `� .� � , �- z m N = 0 N J N. i Vl < • 00 @ � z � m o z d FG A. 1_,---'%______- jjL� FG 6,3 A. ....„, NO 0 O E , F G \ • �� -/ � � �- , / — `0 CONVERT GRATE INLET TO ROOF INLET B Y CUTTING 6 HIGH x 12 WInE. OPENINGS IN THE EAST, I LL1 5L , , % / / �;, N * / ' ' ' 6 WEST AND SOUTH SInES TOP • DD �O � % ��" ,, ; , ; ; ; / i // / / ' ; '111 % %,, J, �.•1 • •. �,;'.: -� OF OPENINGS TO BE AT ELEVATION 6,00* AND THROATS TO BE 5,50* \ / /' ; ,; �' �' �=� 6,/40 c) \.# / ; /! / / ; ; co • 1 / / // 1 _:. ,.'..., �,!; / / / // /:' _ tO ..-----' „ c .? • 2 •• • ••••,. i://///- / / , (P • ) I \ \ / / . , ,,, , 0 0 N JOB NO. --- SCALE: os shoWn ,��' I •14 • - • • '" ?• •• • '"• i . -• • •: • • ' ' ::-» +,• • .• .::...> ,i •'�, • •. •. t• .;. ; ;. •c .. • .• '; 41 . • •J. �:...:•: f. •t�. •.:�:_:•:: • ...�••. • :• +• .. • •: • , • •. • • ,.••• •I* R • B . S . """- >jo '► �t, 0 I d (� ( U 0 O z ILI ill Lt1 �(J 2CJ 0 Q w -zo z 111 Z d U) _j ,-._, 2 -- Z I11 p co — Cr PROPOSED SITE PLAN \ S 121.13* 19°09'42" • CO Project Information; P.I.N. : 4- 0009 -14 -001 PROJECT ADDRESS 00 CHATHAM AVE, TOTAL SITE SIZE : 0,15 AC ESTIMATED DISTURBED AREA : 0,08 AC ZONING R -2 'SETBACKS '20' SIDE 10 'TEAR = 10' OWNER ; Mr. and Mrs, Demery Bishop ADDRESS : P.O, BOX 1020 Tybee Island, Georgia 31328 PHONE : 912 - 786 -6119 / — FG 6 _ GRAT_ I\ = R S __T S. \ FG 6,0 TOP 6.47 I.E. 2.57 / \ ` \ / P_AtiTE�' \ SHRUB / / 115 LI= SWALE AT 0,96% / /� \ L O V E L L AVENUE 3 0 t /W EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, � �\ I ra i��, `� = i � -K3 e.�___ —__r. i I } € "ts3? ` at . ; *. l.c ' ;;;,:'; g:g,J .° l i e f „_ , � _ t' L� ° r'a ey ` -� '`P t;' ' E •. . i Nt .r 3,„1? „ v -,'� ' rif2 I 4 1� I ! i i TAFIC AND RIHT -O- AY OTES: W N 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL, 2. ANY AND ALL NEC ESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. GENERAL BUILDING INFORMATION NOTES; ! FEMA MAP NOTES : I. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13 AND AE-141' ACCORDING TO F.I,R,M, COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008, 2. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE WITH ,A MINIMUM ELEVATION OF 13.0 HAS BEEN SET, i<J3' a r , Q..*/ 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. i 1, PROPOSED BUILDING FOOTPRINT = 2,000 a (envelope), F . CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING SpaaTECTT, .s` G- �� '^p 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS LL � .. � � ,j -� � � PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, , GEORGIA ORDINANCES. 9 `r Y ' {� PROPOSED sire PLAN STREAM BUFFER ENCROACHMENT NOTES ; I. NEW STRUCTURES O N THIS PROJECT D O NOT I ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFED AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, 1J' s 10 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. NOTES: SPECIAL WETLAND • NOTE : LEGEND c7cte �� <te o`o UTILITIES PROTECTION CENTER 1- 800 -282 -7411 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ', Lot owners and the developer are subject to malty by law for disturbance to these protected areas without p p proper permit applications and approval, 1. CONTRACTOR IS To COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL GUTTER NOTES: IJC}y F,0 R G V FIST .� � •F �2 ) 1. UTTCRO AND D )}7J0r UT3 OI /ALL DC UTILIZED TO DIRECT ITEM EXISTING PROPOSED . • . .. .. _ . . . _ - . _ , _ AU. C TI tAT ALL D Wt1Cr UTC EXISTING UTILITIES PRIOR TO COMMENCING OF Q. UTTCRC Ci 9C INCTALLCD * PROCESS101rA1 CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT tx WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL TOPO �ti, FG 12,3 Al2C t'LAQCD tJ TIIC O UTIi, CAOT AtJD INGOT 0IDC3 r tJCW* -. 3TRUCTURC T DIRCCT i:001' RUt4 OT-1 o-1-1. �' q NGINE ' 4 ei►s BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, GENERAL DRAINAGE NOTES: CONTOURS 12 Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations j drains s T sanitary, etc,) , tops and depths prior to ordering materials or beginning construction, 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ALL ITEMS TO BE RELOCATED OR 1, THE NEW BUILDING WILL RESULT IN AN INCREASE RUN -OFF OF THE OWNER. NOT GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 0,26 cf3 DUE TO INCREASED IMPERVIOUS AREA DURING THE .25 YEAR STORM. CONTRACTOR. DRAINAGE DRAWING NUMBER C Iwo 1 1 OF 6 SHEETS 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FLOW --... DO NOT ABANDON UTILITIES IN PLACE, FOR PROPER DRAINAGE. ARROWS 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND M DOWNSPOUTS TO DIRECT RUN -OFF. TOP OF SCALE: 1" = 10' CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, 4, OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING PARKING 2 �� CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SLAB SYSTEM AND EASEMENTS. 0 10' 20' 25' X TREES TO BE REMOVED. N MATCH EXISTING PAVING ELEVATION 0_0� PERMEABLE DRIVE AS PER CITY OF TYBEE STANDARDS (25' max, width) 7,00 I\N 1 Apo ' TP 6,89 ,� • \1� \ \ 2 ./°� a '. 6,7 /a O' 1 03 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912- 897 -6932 LAHBOS @BELLSOUTH.NET I 1 i \ \ Of __----- '/ / ,/ , ��� � � , i f I o ' PN 60 LF SWALE AT 2/ / • o CONVERT GRATE INLET TO ROOF INLET BY CUTTING 6" HIGH x 12" WIDE OPENINGS IN THE EAST WEST AND SOUTH SIDES - TOP OF OPENINGS TO BE AT ELEVATION 6,00 AND THROATS TO BE 5,50± 5� / / % / / / / / I .;' m :- -.• 10 / �Oi ,�C , '' , �/ �' / / / / / / �j / Ft� .� .:.• / / ‘N/4,/ / / / ,/ // / / ' •�•:.::':.' "•' �lM / / / / ��' • 6 .. .. :.• .'• • ,�� / Q/ / '' % ! ; / , / / / �j ���/ / // // / / / / / , t<, / / F • '. °:': '�:�� • To ,-'''' 11 0 .? ' . 1 � #O �• cn • • r•• •: •48•-•%:-...)..• • :: % • -• 6,82 ----- / ,� ��/ ; , / /� / R B R.B.F. -�=-� — .. x ,_ N---- , \ i.,r) o / / �i `j/ /�/ i , �/ / /_�, �P • i .� '' I / / / , // // / TES' / , 7 / i% R %/ ,% /J / / / , / / / C I Plir I DATE: October 10, 2008 Z o SCALE: os shown , iii \ DRAWN MAB .S# .. .. R.B.S. •• ....., .... "j ••• ?� • "• • :_: _•� • s. ••••••••.; � , • • • • •'� : • • •• ••� �.•• . ' :.• ....... _ : ' • s . .• •;. •.• 0•.: . .' ` :' .. ' • ' • , 6 �0• NEW RESIDENCE TYBEE ISLAND, GEORGIA FOR MR. AND MRS. DEMERY BISHOP TYBEE ISLAND, GEORGIA PROPOSED SITE PLAN • 121.13' - S 19'09'42" W �A �+V Project Information: s) PIN, ; 4- 0009 -14 -001 PROJECT ADDRESS ; 00 CHATHAM AVE, TOTAL SITE SIZE , 0.15 AC ESTIMATED DISTURBED AREA : 0,08 AC ZONING R -2 SETBACKS FRONT SIDE = 1' REAR = 10' ' OWNER • Mr. and Mrs. Demery B/shop ADDRESS Tybee Island, Georgia 31328 PHONE : 912- 786 -6119 _ FG 6,6 6 R. .S. PG 6 0 DRAT- I \L =T TOP 6.47 I.E. 2.57 S AN - R %� , ♦ B AT 0,96% ^ \ „ L0 V LL AVENUE 30' !VW EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL. EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. .2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, J i TRAFFIC AND RIGHT -O -]NAY NOTES; 1. ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY, GENERAL BUILDING INFORMATION NOTES: � F r FEMA MAP NOTES ; 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13 AND AE -14" ACCORDING TO F.I,k.M. COMMUNITY PANEL. NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008, 2. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE HAS BEEN SET. FLOOD ZONE WITH A MINIMUM ELEVATION OF 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES, 1. PROPOSED BUILDING FOOTPRINT = 2,000 s1' (envelope), 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. PROPOSED sire PLAN CONTACT UTILITIES A MINIMUM OF 72 PRIOR TO DIGGING ` NOTE ;, (T 4, <to ,0o PROTECTION CENTER 1- 800 - 282 -7411 HOURS STREAM BUFFER ENCROACHMENT NOTES ill z 10' 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION 1 • NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM u F F E� 2, NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, NOTES; • SPECIAL WETLAND NOTE . LEGEND 1, All- wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural resources ', Lot owners and the developer are subject to penalty by law for disturbance to these protected areas Without proper permit applications and approval 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL GUTTER NOTES: R C 1,� 1, OUTTC!?3 .AND 0 !4'tJ3rOUT3 31 CALL DC UTZLIZCD TO DIRCCT NCW ITEM EXISTING PROPOSED , GtiO Mks FR + `�' 2: 2'' spoHai tb- 10 --0`- F i titi, �,� * ° �► ' .• . _ .. .. _ . _ . . _ EXISTING UTILITIES PRIOR TO COMMENCING OF 12, UTTCRC Cll/�LL bC IPJCTALLCD C T/fAT ALL. DOli'NC('DUTC �,rzc rLA CD N TI IC 0 UTl !, CA3T AND �%'C3T 3IDCQ or NCW CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT 1) WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL TOPO ti� F G 12,3 3Tl:UOTURC T DInCOT r, r RUN rr• BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, GENERAL DRAINAGE NOTES: 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK CONTOURS 12 WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED 1, THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF Special Pre - Construction Note : Contractor Contractor to verify all existing and proposed locations (drainage, sanitary, etc.), to and depths prior to ordering materials or beginning construction, T 0,26 crs DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM, GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR, DRAINAGE 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED DRAWING NUMBER C ■ 1 1 OF 6 SHEETS 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FLOW DO NOT ABANDON UTILITIES IN PLACE. FOR PROPER DRAINAGE, ARROWS 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED 3, THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND DOWNSPOUTS TO DIRECT RUN -OFF, TOP OF SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' CONSTRUCTION, 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 4, OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING PACKING TPS 12'30 CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SLAB X TREES TO BE REMOVED, SYSTEM AND EASEMENTS, 0 10' 20' 25' ate Du D31 Ds2 LIMITS OF DISTURBANCE N- O 0 ♦• •- - • • s • • •s .. • •,•:. •, :.• ••. • 4. •, • • • t •• • ••s •• • • • • • • • •••• ;•. • • . .• . • • •.• • • •: • i • , • • :•• / / / / / / / /' // / / / / / / // % / /' / , 0 r LIMITS OF DISTURBANCE I R� • • : • • >.+: . .. %. • -OS • •♦ • •, • • • s• • • • •• • a• • • • • ...vs •s: •• •• • r,• •�•• , .5 • ••••: ♦ • o. •5 ♦• ••N • • ••, • •et • :•,y• .••♦ N•• R.B.F. IDu 7 R.B.S. 6 A LAD A to —A —A —A LAD LAD LAD I7- A mii LAD —5-15/7 A 11 LCD - GRAT A P_A \ -ID SHR„B LIMITS OF DISTURBANCE NNW SPECIAL SOIL EROSION PREVENTION NOTES 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer Within 7 days after installation, 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil- erosion measures are in place for inspection, 3. Soil erosion prevention Mans shall be kept current and on site or readily accessible at all- times during the duration of the project until - after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil- erosion prevention plans to each secondary permittee. 5, Contractor is to keep a record of his inspections of the soil - erosion control measures to include at least the folloWing; a: date and scope of the inspection b. name of person performing inspection a, major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final - stabilization has occurred 6. Sampling of the outfall Is the responsibility of' the primary permittee and sampling requirements are to be as per the NPDES general permit, 7. Silt fencing is to remain In place until final stabiliazation. 8. Waste materials shall- not be discharged to state Waters except as authorized by a section 404 permit, 9. These ES & PC plans are In compliance with Waste disposal[ sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill- shall occur, stop the spill- source immediately and implement BMP's and clean -up for the spill A TOP 6.47 I.E. 2.57 I7L LAD SOIL e)OSION AND SeDIMeNT CONTROL PLAN - PH.4Sf I 11/ = /0/ WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any Land disturbing activities to prevent sediment from leaving the site, intermediate Phase (Phase 1I) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final- Phase (Phase III) 1. This phase shall include outfall- protection, any revised inlet •rotection and any other •ermanent devices. RUN -OFF COEFFICIENTS : PRE - DEVELOPED Cw = 0,25 POST - DEVELOPED Cw = 0,48 REQUIRED SEDIMENT STORAGE CALCULATIONS IS AND AREA LIFTING CONSIDERED S DIMENTSSTORAGE WILL EBE ACHIEVED BY STORAGE BEHIND THE SILT FENCES. REQUIRED SEDIMENT STORAGE: 67 C.Y. ACRE x 0.08 ACRES = 6.0 C.Y. REQUIRED SILT FENCE SILT STORAGE: SILT FENCE = 270 L.F. x 0.09 CY PER LF = 24 C.Y. OF STORAGE TOTAL SEDIMENT STORAGE = 24 CY 24 CY (supplied) > 6 CY (required) ,S'OIL ERO,S'ION LEdEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED, REA STABILIZATION WITH PERANENT SEEDING DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL STREAM BUFFER ENCROACHMENT NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OAR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, BMP REMOVAL NOTE 1, RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED, SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds1 Ds2 Ds3 Ds4 Du LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' 10' 20' 25' N Z 0 N g BOSWELL DESIGN SERVICES. INC. --- 1 ctober 10, 2008 SCALE: as shown IQ � w BOSWELL DESIGN SERVICES. INC. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER c -2 2 OF 6 SHEETS --- 1 ctober 10, 2008 SCALE: as shown IQ � w v I w 0 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER c -2 2 OF 6 SHEETS GNP,VNp,M c LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 6,821 R.B.F. P.0 F. L.) 0 .00 I r • •.. a•i.• A to --111 .11111 -� �g- 1 A A A A A • • • S. .. • % S. . • • • • • .,� . J • . :• . • ••• • 1.. •t•. N % • • • • •� •:. • • • .• . ^•. • } •• • l• ••: • .. • .•• • . �•.L. • *4* P_A \- �a SHR„B I A —A GRA —E INLET TOP 6.47 I.E. 2.57 A lao■•■Im- SPECIAL SOIL EROSION PREVENTION NOTES 15 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer Within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer Within 7 days after the initial soil- erosion measures are in place for inspection, 3. Soil erosion ,prevention Mans shall be kept current and on site or readily accessible at all- times during the duration of the project until - after final stabilization has occurred. 4. Primary permittee must provide a copy of' the soil- erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of' the soil - erosion control measures to include at least the folloWing; a. date and scope of the Inspection b. name of' person performing inspection c, major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during The duration of the project until after final- stabilization has occurred, 6. Sampling of the outfall- is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit, 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall- not be discharged to state Waters except as authorized by a section 404 permit, 9. These ES do PC plane are in compliance with waste disposal,- sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill- shall occur, stop the spill- source immediately and implement 8MP's and clean -up for the spill 4 LIMITS OF DISTURBANCE LOVELL AVENUE 30' R/W 3 / r r I SOIL EROSION AND SeDIMENT CONTROL PLAN - PHASE H = 10, WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase Ti 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase IT) 1, This phase shall include construction of' any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase III) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE t RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2. NON — EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT Ft'RST OBTAINING THE NECESSARY VARIANCES AND PERMITS, RUN-OFF COEFFICIENTS PRE - DEVELOPED Cw = 0,25 POST - DEVELOPED Cw = 0,48 ,SIOIZ ERO,S'ION LEdEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED PERNANENT SEEDING WITH DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds1 Ds2 Ds3 Ds4 Du LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' 20' 25' BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE 0 W co z • d 1 X 0 O W N w • co CO d0 Z d � d CHECKED - - - DATE: October 10, 2008 JOB NO. --- SCALE: os shoWn f z1 � 1 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II CONTACTPRIORINIMUDIGGING HOURS TO UTILITIES PROTECTION CENTER 1 -800- 282 -7411 DRAWING NUMBER C-3 3 OF 6 SHEETS 0\-0.70-Vx\•1\ LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE ▪ I••• • • • • it • . • .•„ • M. .5 ••....„••• • • • • : . • • •. •• • • 4• •• • •. •• • S • .‘ • • •. •• • •S •• • • • •S• S.• • • ; • • •• • #•• • •. • •• • • •' k R.BF. N } .00" R.B.F. • s = •• • • • • • Ds4 A i A—�— I# •1■141)•••••••• AAA— A —A • A A • : • . :. • .: •■ r7 . • • 1. •{ . •.d.• • • • • • • •2•: .. .s ' • • S �:0. • .•S • • • • •w• + :. • ••• ••: 1r .. • •S•• •••� • S • • •• • • • .: • . P _ANT =D SHRJB S I LIMITS OF DISTURBANCE LOVELL AVENUE 30' R/W SPECIAL SOIL. EROSION PREVENTION NOTES ; 15 1 The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer Within 7 days after installation, 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer Within 7 days after the initial soil- erosion measures are in place for inspection, 3. Soil erosion prevention Mans shall be kept current and on site or readily accessible at all - times during the duration of the project until- after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil- erosion prevention plans to each secondary permittee. 5, Contractor is to keep a record of his inspections of the soil- erosion control measures to include at least the folloWing; a. date and scope of the Inspection b. name of person performing inspection c, major observations (including noncompliance incidents) inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final- stabilization has occurred, 6. Sampling of the outfall is the responsibility of' the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain In place until final atabiliazation. 8. Waste materials shall- not be discharged to state Waters except as authorized by a section 404 permit, 9, These ES & PC plans are in compliance With Waste disposals sanitary sealer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. in the event that a spill- shall occur, stop the spill- source immediately and implement 8MP's and clean -up for the spill. A AAA GRAT- INLET TOP 6.47 I.E. 2.57 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE Zr! 1" = 10' WETLANDS NOTE; ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase TI) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final- Phase (Phase III) '1. This phase shall include outfall- protection, any revised inlet protection and any other permanent devices. BMP 'REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED, A • .S. STREAM BUFFER ENCROACHMENT NOTES NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, / W W N 4•••• CO RUN -OFF COEFFICIENTS PRE- DEVELOPED Cw = 0,25 POST - DEVELOPED Cw = 0,48 ,SOIL ERO,SrION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING AREA WITH PERMANENT SEEDING STABILIZATION DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds1 Ds2 Ds3 Ds4 Du LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11 -5 -08 SCALE: 1" = 10' 10' 20' 25' U) 0 U) BOSWELL DESIGN SERVICES, INC. 0 W �- z CO co 15 Z<C'10 0 zrnm < o d CHECKED 1 DATE: October 10, 2008 JOB O. — — — uilkoys so :TWOS MI W , o' SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III CONTACTPRIDMINIMUM Or 72 HOURS TO UTILITIES PROTECTION CENTER 1 -800- 282 -7411 DRAWING NUMBER C-4 4 OF 6 SHEETS SOIL EROSION 8c SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0,08 ACRES. 2. OWNER : Mr. and Mrs. Demery Bishop P,O. BOX 1020 TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT : Mr. and Mrs. Demery Bishop 912- 786 -6119 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS COIN STRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9, THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT, 12, EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13, EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17, VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. AREAS REQUIRING RE- ESTABLISHMENT OF GRASS COVER SHALL BE PERFORMED TO IDENTIFY EAS REQU LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING CuC (Chipley -Urban Land Complex), 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE 13 AND AE 14" ACCORDING TO F,I,R,M, COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 HAS BEEN SET, SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT It01 LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT NA71-1 LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE I�IPLEMEN�D TO CONTROL OR TREAT 'THE SEDIMENT SOURCE. 4. CITY OF TYBEE INSPECT STORtiIWATER N AVE THE RIGHT TO FACWiIESAT ALL TIMES. 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THEE & SC PLANS. 8. THE RECEDING WATERS FOR THIS PROJECT IS THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. A HYDRAUUC EFFECT ON THE PROJECT M ES S& BE APPROVED BY THE E DESIGN ENGINEER. CLEARING NOTES: 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3, ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN, 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY, 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE 0 ER OR ENGINEER PRESENT, 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING, 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION ". 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE ICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER, TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE TOTAL ACREAGE ESTIMATED DISTURBED AC S.C.S. SOIL SURVEY FRO "AE 13" 0.15 REAGE....0.08 WEB SOILS COASTAL PLAIN VEGETATIVE COVERS ►MONTH OF PLANTING 2008 2009 OCT NOV DEC AN FEB MAR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SITE GRADING ii 40 Lbs. /Ac SEPTEMBER- FEBRUARY COMMON BER UDA (UNHULLED) CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac 11 UTILITY INSTALLATION 1111111111111111 :i :11 BUILDING CONSTRUCTION I 11:::::0.111:: I 111 PERMANENT GRASSING IHhlIlIlIlIlIHIllI PAVING IIIII!I!:!!gII MAINTENANCE OF SEDIMENT CONTROL 11111 11 11 CONTROL E O REMOVAL OF SEDIMENT CO My MN N II SITE DATA ZONE TOTAL ACREAGE ESTIMATED DISTURBED AC S.C.S. SOIL SURVEY FRO "AE 13" 0.15 REAGE....0.08 WEB SOILS COASTAL PLAIN VEGETATIVE COVERS ►MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF CANTING PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA 1 0 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER- FEBRUARY RYEGRASS 40 Lbs. /Ac SEPTEMBER- FEBRUARY COMMON BER UDA (UNHULLED) CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac GATHER EXCESS AT CORNERS • =1 11 =11 f =1 I I NIM III - III -III -f =1 I- 111 - I 1. FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EQUIVALENT METAL 169TH A MINIMUM LENGTH OF 3 FEET. 2. SPACE STAKES EVENLY AR UND THE PERIMETER OF TH INLET A MAxiMUM OF 3 FEET APART AND SECURELY DRIVE THEM INTO THE GROUND. APPROXIMATELY 18 INCHES DEEP. 3. TO PROVIDE NEEDED STABILITY TO THE UNSTALLAT FOIE TH 2x4 INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT MAXI U 0� 1.5 FEET ABOVE THE DROP INLET CREST. 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AN BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. 6. TH TOP OF THE FRAME AND FABRIC MUST RE, *ELL BELOW THE GROUND LEVATION DOLOPE FROM THE PROP INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT I,IAY BE NECESURY TO BUILp A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLO . INLET OEDIMEIJT TRAP DETAII, FILTER FABRIC WITH friUPPORTINC4 FRAME N.T.S. 'U. 6" 040.44 GEOTExTILE UNDERUNER N.S.AR -2 (1.5 " -3.6") COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. CO) SIDE VIEW E NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL FENCE PE A MINIMUM LENGTH 4' -O" B 3' -0" C POST SIZE TYPE OF POST Soft Wood Oak Steel Soft wood Oak Steel 4' -0" Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1 .31b. /ft. min. A (MIN) B (MIN) D E(MAX) 30" 18" 28" 6" 6' -0" 18" 18" 16" 4" 6' -O" 30" 18" 28" 6" 4' -O" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY RUN-OFF COEFFICIENTS PRE- DEVELOPED Cw = 0.25 POST-DEVELOPED Cw = 0.48 ST'REA1y1 BUFFER ENCROACHMENT NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, .2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS 17 min. 3/4" Wide 1/2" Long GAUGE LENGTH BUTTON HEADS 14 min. 1" 3/4" STAPLES /POST 5 min. NAIL /POST 4 min. 0 LEVEL II CERTIFICATION NO, 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 il o U, I I I Z m O -, SCALE: as shown Eli) I m W 0 o I 1 I BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE a 0 d (1) d 0 CO � �w 0 W CD QQO (2 O Cfj P2 2 XU) U-Iw T �m 0>. I-, d I- X 2 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING TCCr, UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-S 5 OF 6 SHEETS DATE: October 10, 2008 I I I Z m O -, SCALE: as shown Eli) I m W 0 o I 1 I a 0 d (1) d 0 CO � �w 0 W CD QQO (2 O Cfj P2 2 XU) U-Iw T �m 0>. I-, d I- X 2 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING TCCr, UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-S 5 OF 6 SHEETS SECONDARY PERMITTEES NOTE ; THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME ; PHONE ; COMPANY ; FAX ; ADDRESS ADDRESS ; GSWCC LEVEL IA CERTIFICATION NO, NAME ; PHONE ; COMPANY ; FAX ; ADDRESS ; ADDRESS ; GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE : COMPANY : FAX : ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE : COMPANY : FAX ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. SIGNATURE SIGNATURE SIGNATURE SIGNATURE SITE SIZE ACRES SITE SIZE ACRES 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 0 -4.99 25 25 25 20 20 0 -4.99 75 50 50 50 50 5 -9.99 50 25 25 25 20 5 -9.99 150 100 50 50 50 APPENDIX B Nephetometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Area, square miles 10 -24.99 25 -49.99 50 -99.99 100- 249.99 75 150 300 500 50 75 150 200 25 50 75 100 25 35 50 75 25 25 25 50 Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Area, square mites 10 -24.99 200 100 100 50 50 25 -49.99 400 200 100 100 50 50 -99.99 750 300 200 100 50 250 - 499.99 500 500 300 150 60 500+ 500 500 500 300 100 100 - 249.99 250 - 499.99 500+ 750 750 500 750 300 150 100 750 300 200 750 750 750 600 100 7 DAY INSPECTION NOTE : The design professional must be retained by the primary permittee to conduct a site inspection within seven (7) days after initial- construction begins in order to determine if the BMP's have been installed as designed and are being maintained as required by the Plan and the Green Book, The design professional must report the results of the inspection to the primary permittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report (unless additional time is needed due to adverse weather). The primary permittee may use an alternate design professional to conduct the BMP inspection, provided that they make a written request to EPD to change from the design professional- who developed the plan and EPD has agreed. DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION Date of Inspection ; I certify the site was in compliance with the ES &PC Plan on the date of' inspection. Mark Bo we(L 2104 GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # Inspection revealed the following discrepancies from the ES &PC Plan, These deficiencies must be addressed immediately and a re- inspection scheduled Work shall not proceed on the site until design Professional Certification is obtained. Soil Cleanup and Control Practices 1, Local State and manufacturer's recommended methods for spilt cleanup will be clearly posted and procedures will be made available to site personnel, 2. Material and equipment necessary for spill cleanup will be kept in the .material storage areas. Typical materials and equipment includes, but Is not limited to, brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand, saw dust and property labeled plastic and metal waste containers, 3, Spill prevention practices and procedures will be reveiweci after a spill and adjusted as necessary to prevent future spills, 4, AU spills wit be cleaned up Immediately upon discovery. All spills WILL be reported as required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675, 6, FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1- 800 - 426 -2675, 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL I BE CONTACTED AS REQUIRED, 9, The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one piece of' equipment has a capacity greater than 660 gallons, The Contaotor will need a Spa Prevention Containment and Countermeasures Plan prepared by that licenseed professional, PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars will be inspected daily for Leaks and spills. This includes on -site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets, In addition, temporary rusting tanks shall have a secondary containment liner to prevent /minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations, 2. Points / Finishes / Solvents - All products will be stored In tightly sealed original containers when not in use, Excess product will not be discharged to the storm water collection system. Excess product, materials used With these products and product containers will be disposed of' according to manufacturer's specifications and recommendations. 3, Concrete Truck Washing - NO concrete trucks will be allowed to Wash out or discharge surplus concrete or drum wash water on -site. 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia, Any storage of' these materials wilt be under roof in sealed containers. 5. Building Materials - No building materials WILL be buried or disposed on -site, ALL such materials wilt be disposed of' in proper waste disposal procedures. SAMPLING FREQUENCY Storm Water samples shall be taken for the following events (a) For each area of the site that discharges to a receiving stream, the first rain event that exceeds 0.5 inches and allows for monitoring during normal business hours, (Monday thru Friday, 8 :00 AM to 5:00 PM and Saturday 8 ;00 AM TO 5:00 PM when constructionactivity is being conducted by the Primary Permittee) that occurs after all cleaning and grubbing operations have been completed In the first drainage area of the Location selected as the sampling location (b) In addition to (a) above, for each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inches and aUoWs for monitoring during normal business hours that occurs either 90 days after the first sgmpling event or after all mass grading operations have been completed in the drainage area of' the location selected as the sampling Location, Whichever come first : (01 At the time of sampling performed pursuant to (a) and (b) above, If BMPs are found to be property designed, installed and maintained, no further action is required. If BMPs in any area of the site that discharges to a receiving stream are not properly designed, installed and maintained, corrective action shalt be defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inches during normal business hours until the selected turbidity standard in attained, or until post - storm event inspections determine thot BMPs are property designed, installed and maintained. LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-08 WASTE MATERIALS 1. AU Waste materials wilt be collected and stored in a securely lidded, me tat dumpster. The dumpster Will meet aft solid waste management regulations, All trash and construction debris from the site will be deposited in the dumpster. The dumpster wilt be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by Local regulations. No construction waste Witt be buried on -site, 2, ALL personnel wit be instructed on proper procedures for waste disposal, A notice stating these practices wilt be posted at the jobsite and the Contractor will be responsible for seeing that these procedures are followed, 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. INSPECTIONS : Primary Permittee, 1, Each day When any type of' construction activity has taken p /ace at a primary permittee's site, qualified personnel provided by the primary permittee abaft inspect : (a) all areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and teaks from vehicles and equipment ; (bJ qU locations at the primary permittee's site where vehicles enter or exit the site for evidence of off -site sediment tracking ; (c) measures rainfall once each twenty -four hour period at the site. These inspections must be conducted until a Notice of Termination is submitted. 2. Qualified personnel (provided by the primary permittee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the folloWing : (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization : (b) areas used by the primary permittee for storage of materials that are exposed to precipitation that have not undergone final stabilization and ; (c) structural control measures. Erosion and sediment control measures indentified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly, Where discharge Locations or points are accesible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant Impacts to receiving water(s). For areas of a site that have undergone final stabilization] the permittee must comply With Part IV,D.3.a(3), These Inspections must be conducted until a Notice of Termination is submitted. 3, Qualified personnel (provided by the primary permittee) shall inspect at least once per month during the term of' this permit (i.e. until a Notice of Termination is received by EPD) the areas of' the site that have undergone final stabilization, These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water-Isl. Erosion and sediment control measures identified In the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be Inspected to ascertain Whether erosion control measures are effective in preventing significant impacts to receiving Water(s), STORMWATER SAMPLING SAMPLE ANALYSIS 1, Storm water samples are to be analyzed In accordance with methodology and test procedures established by 40 CFR Port 136 and the guidance document titled "NPDES Storm Water Sampling Guidance Document, EPA 833 -8 -92- 001,1' .2, Storm Water is to be for nephelometric turbidity units (NTU) at the outfaU location, A discharge of storm Water runoff from disturbed areas where best management practices have not been property designed, installed, and maintained shalt constitute a separate violation for each day on Which such conditions results in the turbidity of the discharge exceeding 75, the value that was seleoted from Appendix B in Permit No. GAR 100001. The NTU is based upon the disturbed acreage of 1,0 - 10 acres for the project site, the surface water drainage area of < 4.99 square mites, and receiving Water Which supports warm Water fisheries. SANITARY WASTES : 1, A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site, ALL sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with Local and state regulations, 2. All sanitary Waste units will be located in an area Where the likelihood of the unit contributing to storm wafer discharge in negligible. Additional containment BMPIs must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from contributing to storm Water dischages. The location of sanitary waste units must be Identified on the Erosion Control Plan Grading Phase Sheet by the contractor once the locations have been determined, 3. Sanitary Sewer will be provided by Municipal Authority /Septic System at the completion of this project. HAZARDOUS WASTES 1, ALL hazardous Waste materials will be disposed of in the manner specified by local, state, and /or federal regulations and by the manufacturer of such products. The jobsite superintendent, Who Witt also be responsible for seeing that these practices are foUoWed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazradous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products, An MSDS Witl be posted in the immediate area where such product is stored and /or used and another copy of the MSDS Will be maintained in the ESPCP file at the jobsite construction trailer office. Each employee who must handle a substance With hazrdous properties will be instructed on the use of MSDS sheets and the specific information in the applicable MSDS for the product he /she is using, particularly regarding spilt control techniques. 2. The contractor Wilt implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and Witt train all personnel .in the proper cleanup and handling of spilled materials, No spilled , hazardous materials or hazardoud Wastes will be allowed to come in contact With storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel in the use of' the SPCC plan. z 0 l-4 V l�� v ) w 0 w z W CO 15 (!) 0(9(3)0 d I 1 - 1 WOwm z < O W o z(3)m (J) 1-1-1 v 1 0 m o , V W � U W : W October 10, 2008 w 0 0 z m 0 0 'Q 'Q wx 0 � u_10 2 W • a c"' Z X i) www ZC zm li 2 w 0 z CONTACT A MINIMUM Of 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -6 6 OF 6 SHEETS R.B.F. NN NNN a a d a P_A\ I S R „B 4 • • _D .4 a a • a 4 4 Vev i a 4 r / • R.B.S. I O' BS L OV 4 AV EXISTING SITE PLAN 1 ” = I O' 121.13' S 19°09'42" W 8 U C91' F' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GRATE INLET TOP 5.52 I.E. 1.62 c 0 • • R.B.F. -R.B S. Special Pre — Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. C. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. Project Information: P.I.N. : 4- 0009 -14 -001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0.15 AC ESTIMATED DISTURBED AREA : 0.08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER : Mr. and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912 - 786 -6119 FEMA MAP NOTES : I. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER I 305 I C 032G F, MAP REVISED SEPTEMBER 26, 2005 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. GENERAL DRAINAGE NOTES: I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. >> Q • gyp. CD 1J LO 00 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. LEGEND ITEM EXISTING PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB NOTES: rx Aq". FG 12.3 - -- - • 12- TPS 12.30 SPECIAL WETLAND NOTE : 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ". Lot owners and • the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Barrett Surveying Date of Survey : September, 2012 Datum : NAVD 1 988 SCALE: 1" = I 0' 10' 20' 25' 97-6932 LAH BOS@BELLSOUTH . NET U z< cr V September 28, 2012 0 z 0 a. 0 z < Q mc� lY u0w wL) Z C9 Crl W (zoDz Cn Tij W zm zm f 2 EXISTING SITE PLAN CONTACT A MINIMUM OF 72 'CURS PRIOR TO D GG1NE UTILITIES PROTECTION CENTER 1-800-282-7411 DRAWING NUMBER C -1 1 OF 7 SHEETS � 4 (h std z 0 cc 97-6932 LAH BOS@BELLSOUTH . NET U z< cr V September 28, 2012 0 z 0 a. 0 z < Q mc� lY u0w wL) Z C9 Crl W (zoDz Cn Tij W zm zm f 2 EXISTING SITE PLAN CONTACT A MINIMUM OF 72 'CURS PRIOR TO D GG1NE UTILITIES PROTECTION CENTER 1-800-282-7411 DRAWING NUMBER C -1 1 OF 7 SHEETS III A RE R.B.F. O) ° '4 . ° ° A \I R �, B -D 4 ° • A d 13 d 4 A 4 6.5 ifG 6.5 L -__ 5 O Q ROOF OVhANG • TPS I O' BS L R.B.S. � -- Sew SPECIAL BUILDING SET BACK LINE NOTES : . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST OUTSIDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUI I ERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. 3. CONTRACTOR I5 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM 15 UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. 6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. yF6 5.7 0 V 4 ROOF FG 6.5 z 1J- eZ O u_I Q 0 I 121.13' IFG5.51 S 19°09'42" W SWALE "A" 105 LF AT 0.677 AV PROPOSED SITE PLAN 1 "= I0' *Mb MIM Q 0 r_ EXISTING --I GRACIE 1 VARIES VARIES FG 6.0 FG 5.51 1 1 \rte \{ on 4 510' R SPECIAL AVERAGE GRADE NOTES : I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GRATE INLET, TOP 5.52 I.E. 1.62 FG .0 SWALE "A" 80 LE AT 1.68% FG 5.0 Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF I' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 1 2" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. • fE • L_ ELEVATIONS SHOWN ON PLANS SWALE DETAIL not to sods ill -.\ (2..1 F misHEDGRADE Project In formation: P.I.N. : 4-0009-14-001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0.15 AC ESTIMATED DISTURBED AREA : 0.08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER : Mr. and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912- 786 -6119 FEMA MAP NOTES : I. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-I3" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 0326 F, MAP REVISED SEPTEMBER 26, 2008 (88 DATUM). 2. CONTRACTOR I5 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. GENERAL DRAINAGE NOTES: I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: I. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. SPECIAL BUILDING GU' i 1'ER NOTES : 1. A BUILDING GUTTER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO ENSURE THAT ALL ROOF RUN -OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT OF WAY. 2. BUILDING DESIGNER SHALL SIZE GUI I-ER SYSTEM TO CONVEY A 25 YEAR (MIN) STORM EVENT (8" PER HOUR). 3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS OF GUI I ERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTI-ER AND DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. NOTES: 00 LEGEND ITEM EXISTING PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB FG 12.3 92- TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. SPECIAL WETLAND NOTE : 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ". Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR I5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR I5 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Barrett Surveying Date of Survey : September, 201 2 Datum : NAVD 1988 SCALE: I " = 10' 10' 20' 25' 0 } ,Q tv co • CD cn IY CO D , < W N co CZ ZN O z U) LAH BOS@BELLSOUTH. NET I I i I I I r { 0 } ,Q tv co • CD cn IY CO D , < W N co CZ ZN O z U) LAH BOS@BELLSOUTH. NET 0 < � < 0 m� w U0 c W(9 W �zOazQ W W W W zco z 2 PROPOSED SITE PLAN CON(ACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1-800-282-7411 DRAWING NUMBER C-2 2 OF 7 SHEETS Z co cc 5 0 0 I w� a 0 < � < 0 m� w U0 c W(9 W �zOazQ W W W W zco z 2 PROPOSED SITE PLAN CON(ACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1-800-282-7411 DRAWING NUMBER C-2 2 OF 7 SHEETS P LAT REF III i R.B.F. n • • PLA\TED SE l R B 4 4 • am • 4 oa 0 d \i 1 C t i 4 ots vie ►d1 —A �.�� 2 °0 1 ' Du Ds1 Ds2 J I� iO' B5L R.L.S �an • •1 h� •,, Du Ds1 Ds2 A LIMITS OF DISTURBANCE Du Ds1 Ds2 00 riertrowiell 1.1111.0000 141)1101101-# 00100 iai 1010411.0110 111111./#01.0 IffiNA AI* 014111.01040 1111111161601 A ---- A LOD_ LOD Co LOD A LOD A LIMITS OF DISTURBANCE 121.13' S 19 °09'42" W LIMITS OF DISTURBANCE SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I 1„= I0' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. Du Ds1 Ds2 V 1 07 0 to 1 • LOD A i , A A -11111"-- OD "-- LOD._ GRATE INLET TOP 5.52 I.E. 1.62 •1 •- — �•••••• • ?? X2 18 •N 0 Erosion and Sediment Control Phasing initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase Ill) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. AP' SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXiT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STAB1UZATION WITH PERMANENT SEEDING D AREA WITH RBE DING STABIUZATION CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL SiABiUZATiON VEGATATION ROCK RIP- CONCRETE RAP LEVEL SPREADER RETROFIT DUST CONTROL Sd1 —Hb Del De2 m Sd2 Sd3 telo n SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. it is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. dote and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NOTES general permit. 7. Silt fencing is to remain in place until final stabiliozation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans ore in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. in the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUC770N, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -14 SCALE: I" = i 0' 10' 20' 25' z C DRAWN MAO 0 bE 0 0 5 0 O ( W 0 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 -6932 LAH BOS @BELLSOUTH.NET CHECKED I C DRAWN MAO 0 bE 0 0 0 O W 0 1 0 N SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-3 3 OF 7 SHEETS coo LOD A A A QD- LOD A - LOD A REF. (MAG.) • 1 I LIMITS OF n DISTURBANCE • 1 • 1B SOIL EROSION LEGEND CHECKED � REVISIONS -- . REVI BOSWELL DS!GN SEVICS,INC. - --_ r 28, 2012 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 - - Ow' LAHBOS @BELLSOUTH.NET -- - .. N6f CC1�H✓• CJtll n4lG;Ln.:1:5%T,V.s�.b�.Ct!ItY:e Q41:vFi."�..:SGTi %�t%ti6F.:lhFe ttfFY@ x4U�faYX %n:N<.V+T\r'*1SVYtM'•.• :C.Ufh'fFfi4IDS.+tY,4YhCwRi nY'. Uw.! Ht4TA} ri, C:'. hG ."abkti.W."+PMA^Pr'++CK3m %T+!•t • OD LOD A �A A • L00 • LOS- L0D Ds2 121.13' s 19°09'42" W Lao GRATE INLET TOP 5.52 I.E. 1.62 TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING z z 0 0 c 0 s Q U N Del LIMITS OF DISTURBANCE Sd2 —F DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING Ds2 PLA\ -D SIIRJB OV AV R CD 00 DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM Ds3 Ds4 SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization hos occurred. 4. Primary permittee must provide a copy of the soli erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfali is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabillazatlon. 8. Waste materiels shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shotl be token to prevent oil spills and leaks. In the event that o spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE 11 1" = 10' WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to ant land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 11) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. RUN -OFF COEFFICIENTS : PRE - DEVELOPED Cw = 0.25 POST- DEVELOPED Cw = 0.48 STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL CONTACT A MINIMUV II 72 HCjRS PRIOR TO DIGGING SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Du UTILITIES PROTECTION CENTER 1- 800 -282 -7411 LEVEL II CERTIFICATION NO. 2109 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' DRAWING NUMBER 10' 20' 25' 4 OF 7 SHEEIS 0 0 c 0 s Q U N Del LIMITS OF DISTURBANCE Sd2 —F DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING Ds2 PLA\ -D SIIRJB OV AV R CD 00 DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM Ds3 Ds4 SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization hos occurred. 4. Primary permittee must provide a copy of the soli erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfali is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabillazatlon. 8. Waste materiels shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shotl be token to prevent oil spills and leaks. In the event that o spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE 11 1" = 10' WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to ant land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 11) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. RUN -OFF COEFFICIENTS : PRE - DEVELOPED Cw = 0.25 POST- DEVELOPED Cw = 0.48 STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL CONTACT A MINIMUV II 72 HCjRS PRIOR TO DIGGING SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Du UTILITIES PROTECTION CENTER 1- 800 -282 -7411 LEVEL II CERTIFICATION NO. 2109 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' DRAWING NUMBER 10' 20' 25' 4 OF 7 SHEEIS PEAT (MAG•) REF' LIMITS OF DISTURBANCE LOD A Ds4 LOO AOD LIMITS OF DISTURBANCE Ds4 ii 1 .I 1- =rT�Tn III.' • ,I1{Ii. ,.. 71' IIL_411 I �!Ii{i:i1 _ II x:.11 -.I I I1_I111 . —.._.. VE J NI r A •A A H — LOD= LOO _ LOD 121.13' --�- -- S 19°09'42" W r• i — $1 yaik GRATE INLET TOP 5.52 I.E. 1.62 SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for Inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean —up for the spill. AV LIMITS OF DISTURBANCE JO' R SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE III 1 "= 10' WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase !) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase 10 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. Sd2 —F 0 STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON— EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. RAP RUN —OFF COEFFICIENTS : PRE — DEVELOPED Cw = 0.25 POST— DEVELOPED Cw = 0.48 SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds1 Ds2 Ds3 Ds4 Du LEVEL II CERTIFICATION NO. 2109 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' 10' 20' 25' N 0) (o N N S @BELLSOUTH.NET m Q co >p .1N } N i � � I t I i ' ii N 0) (o N N S @BELLSOUTH.NET m Q 0 • d d -6 D-3' U0 WO al CD 2 W QzOoz zW 0 m zDo Q �--- 2 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III CONTACT A MINIMUM OF 72 SLURS PRIOR TO DiGG'NG UTILITIES PROTECTNC'i 1 -800-28P- 7 : DRAWING NUMBER C-5 5 OF 7 SHEEIS co >p .1N N O ) 0 0 • d d -6 D-3' U0 WO al CD 2 W QzOoz zW 0 m zDo Q �--- 2 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III CONTACT A MINIMUM OF 72 SLURS PRIOR TO DiGG'NG UTILITIES PROTECTNC'i 1 -800-28P- 7 : DRAWING NUMBER C-5 5 OF 7 SHEEIS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.08 ACRES. 2. OWNER : Mr. and Mrs. Demery Bishop P.O. BOX 1020 TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT : Mr. and Mrs. Demery Bishop 912- 786 -6119 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITN THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABUSHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF' VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABUSHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE FERTUZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR UQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING CuC (Chipley -Urban Land Complex). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE 13 AND AE 14" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTIUTIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL. IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBUC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "OMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2008 2009 OCT NOV DEC JAN FEB MAR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES IMMO SITE GRADING UTILITY INSTALLATION BUILDING CONSTRUCTION NO PLICABLE PERMANENT GRASSING PAVING MAINTENANCE OF SEDIMENT CONTROL NO 71 APPLICABLE REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE. "AE 13" TOTAL ACREAGE. 0.15 ESTIMATED DISTURBED ACREAGE....0.08 S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH TING OF TEMPORARY GRASS RATE MONTH OF F PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac AUGUST COMMON OBRRMUDA (HULLED) CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac FEBRUARY RYEGRASS 40 Lbs. /Ac SEPTEMBER- M SEPTESEBTUMBY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac -- �- GATHER EXCESS AT CORNERS V 1. FOR STAKES, USE 2x4 INCH WO00 ( PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET MART AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 NICHES DEEP. 3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2x4 INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT MAXIMUM OF 1.5 FEET /WOVE THE DROP INLET CREST. 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL 5. EN NFXTTA A SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE CrIERLAPPED TO THE 6. THE TOP OF THE FRAME AND FABRIC MUST BE WELL MAW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLAW. INLET SEDIMENT TRAP DETAII, Sd2 FILTER FABRIC WITH SUPPORTING FRAME N.T.S. If MINIMUM QEOTEXRE UNDERLNER N.S.A,R -2 0.r-3.r) COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. I SIDE VIEW 0 LD E i I FABRIC TRENCH • 1 NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL ((7/T-77) A FENCE TYPE A MINIMUM LENGTH 4' -0" B 3' -0" C 4' -0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1.31b. /ft. min. A (MIN) B (MIN) D E(MAX) 30" 18" 28" 6" 6' -0" 18" 18" 16" 4" 6' -O" 30" 18" 28" 6" 4' -0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY RUN -OFF COEFFICIENTS : PRE - DEVELOPED Cw = 0.25 POST- DEVELOPED Cw = 0.48 STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS Wire Staples 17 min. Nails 3/4" Wide 1/2" Long GAUGE LENGTH BUTTON HEADS 14 min. 1" 3/4" STAPLES /POST 5 min. NAIL /POST 4 min. 0 LEVEL II CERTIFICATION NO. 210 4 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 U III C) 5 III U) CD U) III n III U) 0 03 103 NASSAU DRI N 912-897-69 LAHBOS@BELLSOUTH.NET 0 it 0 0 z co O 0 0 0 O Q Q - m (y-C-5 LLI UO W wCD �� W dEt WW W z W m °a, H Q� 2 NOTES AND DETAILS CONTACT A MINIMUM OF 72 HERS PRIOR TO DIGGING UTILITIES PRUTECTIGN E\TE! 1-800-282-74 I I DRAWING NUMBER C-6 6 OF 7 SHEETS 4 1 2„ 0 N W C U III C) 5 III U) CD U) III n III U) 0 03 103 NASSAU DRI N 912-897-69 LAHBOS@BELLSOUTH.NET 0 it 0 0 z co O 0 0 0 O Q Q - m (y-C-5 LLI UO W wCD �� W dEt WW W z W m °a, H Q� 2 NOTES AND DETAILS CONTACT A MINIMUM OF 72 HERS PRIOR TO DIGGING UTILITIES PRUTECTIGN E\TE! 1-800-282-74 I I DRAWING NUMBER C-6 6 OF 7 SHEETS 4 SECONDARY PERMITTEES NOTE : THiS .ASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMI ' E'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 YS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. PHONE : FAX : SIGNATURE NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION 0. PHONE : FAX : SIGNATURE ONE : FAX : SIGNATURE NAME : COMPANY: ADDRESS : ADORE GS C LEVEL IA CERTIFICATION NO. PHONE : FAX : SIGNATURE APPENDIX B Nephelometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Area, square miles 0 -4.99 5 -9.99 10 -24.99 25 -49.99 50 -99.99 100- 249.99 25 50 75 150 300 500 25 25 50 75 150 25 25 25 50 75 100 20 25 25 35 50 75 20 20 25 25 5 50 SITE SIZE ACRES SITE SIZE ACRES 1.00 10.01 -25 25.01 -50 50.01 -100 100.01+ 1.00 -10 10.01 -25 25.01 -5 50.0 100 100.01+ 0 -4.99 5 -9 75 150 100 50 50 50 50 50 50 Warm Wate- Support! - Warm Water Fisheries) Surfa• Water Drainage Are square miles 10 -24.99 25 -49.99 50- 200 100 100 50 50 400 200 100 100 50 0- 499.99 500+ 500 500 500 500 300 500 150 300 60 100 .99 100- 249.99 250- 499.99 500+ 750 750 750 500 750 750 750 300 200 100 50 300 150 100 750 300 00 750 600 100 AY INSPECTION NOTE : The seven as designe professional m and the primary after receiving the r permittee may use an make a written request EPD has agreed. n professional must be retained by the primary permittee to conduct a site inspect' ays after initial construction begins in order to determine if the BMP's have be nd are being maintained as required by the Plan and the Green Book. The t report the results of the inspection to the primary permittee withi st correct all deficiencies identified in the report within two (2 rt (unless additional time is needed due to adverse wea emote design professional to conduct the BMP insp to PD to change from the design professional w DESIGN PROFESSIONAL 7 DAY VISI ERTIFICATION Date of inspection : I certify the site was in cunuNliuriu with the - &PC PI on th date of inspection. within installed esign even (7) days usiness days er). The primary Lion, provided that they developed the plan and Mark Boswell 2104 Inspection revealed the following di epancies from the ES &PC These d= ciencies must be addressed immediately and a re- inspection scheduled. Work shal •ot proce-. on the site until design Professional Certification is obtained. Soil Cleanup and Control Practices 1. Local, State and manufacturer's recommended methods for spill cleanup will be clearly posted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the material storage areas. Typical materials and equipment includes, but is not limited to, brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand, saw dust and properly labeled plastic and metal waste containers. 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future spills. 4. All spills wit be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1- 800 -426 -2675. 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) Wit. BE CONTACTED WITHIN 24 HOURS AT 1- 800 - 426 -2675. 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WELL BE CLEANED UP AND LOCAL AGENCIES WiLL BE CONTACTED AS REQUIRED. 9. The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this include,. capacities of equipment) or if any one piece of equipment has a capacity greater than 660 gallons. The Contactor will need a Spill Prevention Containment and Countermeasures Plan prepared by that licenseed professional. PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars will be inspected daily for leaks and spills. This includes on -site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. in addition, temporary fueling tanks shall have a secondary containment liner to prevent /minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations. 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. 3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on -site. 4. Fertilizer / Herbicides - These products will be applied at rotes that do not exceed the manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of these materials will be under roof in sealed containers. 5. Building Materials - No building materials will be buried or disposed on -site. All such materials will be disposed of in proper waste disposal procedures. MPLING FREQUENCY Stor water samples shall be taken for the following events : (a) For e. area of the site that discharges to a receiving stream, the ' st rain event that exceeds 0.5 inches and allows for monitoring • ing normal business hours. (Monday thru Friday, 8: 00 AM to 5: 00 and Saturday 8:00 AM TO 5: 00 PM when constructionactivity r •eing conducted by the Primary Perm i -e) that occurs after all cleanin. and grubbing operations have be completed in the first drainage are. •f the location selected as t sampling location : (b) In addition to (a) above, for . •ch a to a receiving stream, the first mu -ven 0.5 inches and allows for monitoring that occurs either 90 days after the fir all mass grading operations have bee area of the location selected as the am come first : or of ' • site that discharges t ft). reaches or exceeds ormal business hours sampling event or after eted in the drainage plin. ,.cation, whichever (c) At the time of samplin• •erformed pursuant to and (b) above, if BMPs are found to be - operly designed, installed an . aintained, no further action is re. red. If BMPs in any area of the e that discharges to a rece ng stream are not properly designed, • tailed and maintained, c. ective action shall be defined and implem - ed within 2 busine • days, and turbidity samples shall be taken fro discharges fr that area of the site for each subsequent rain event that -aches or exceeds 0.5 inches during normal business hours u the selected turbidity standard in attained, or until post - storm vent inspections determine that BMPs are properly designed, ins ed and maintained. LEVEL II CERTIFICATION NO. 2109 ISSUED 11 -5 -05 EXPIRES 11-5-08 WASTE MATERIALS : 1. All waste materials will be collected and stored in a securely lidded, metal dumpster. The dumpster will meet all solid waste management regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by local regulations. No construction waste will be buried on -site. 2. All personnel will be instructed on proper procedures for waste disposal. A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these procedures are followed. 3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. INSPECTIONS : Primary Permittee. 1. Each day when any type of construction activity has taken place at a primary permittee's site, qualified personnel provided by the primary permittee shall inspect : (a) all areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment ; (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off -site sediment tracking ; (c) measures rainfall once each twenty -four hour period at the site. These inspections must be conducted until a Notice of Termination is submitted. 2. Qualified personnel (provided by the primary permittee) shall inspect at /east once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the following : (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization : (b) areas used by the primary permittee for storage of materials that are exposed to precipitation that have not undergone final stabilization and : (c) structural control measures. Erosion and sediment control measures indentified in Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are accesible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization, the permittee must comply with Part IV.D.3.a(3). These inspections must be conducted until a Notice of Termination is submitted. 3. Qualified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e. until a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). •RMWATER SAMPLING SA ∎ ' E ANALYSIS 1. Storm ater samples are to be analyzed in accordance th methodology and test procedures es • •fished by 40 CFR Port 136 and the guidanc- •ocument titled "NPDES Storm Water Samp r • Guidance Documen EPA 833 -8 -92- 001." 2. Storm water is to be fo •ep •metric turbidity units (NTU) at the outfall loc. • . A discharge of storm water runoff from di .rbe• •yeas where best management practi have no •een properly designed, installed, an• aintained sh• constitute a separate violation f• each day on which ch conditions results the turbidity of the dis• • •rge exceeding 75, e value that was selected fro Appendix B ' Permit No. GAR 100001. The NTU based up- the disturbed acreage of 1.0 - 10 acres the project site, the surface water drai ge area of < 4.99 square miles, and receiving w' er which supports warm water fisheries. e SANITARY WASTES : 1. A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional containment BMP's must be implemented, such as gravel bags or specially designed plastic skid containers around the base, to prevent wastes from contributing to storm water dischages. The location of sanitary waste units must be identified on the Erosion Control Plan Grading Phase Sheet by the contractor once the locations have been determined. 3. Sanitary Sewer will be provided by Municipal Authority /Septic System at the completion of this project. HAZARDOUS WASTES : 1. All hazardous waste materials will be disposed of in the manner specified by local, state, and /or federal regulations and by the manufacturer of such products. The jobsite superintendent, who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazradous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product is stored and /or used and another copy of the MSDS will be maintained in the ESPCP file at the jobsite construction trailer office. Each employee who must handle a substance with hazrdous properties will be instructed on the use of MSDS sheets and the specific information in the applicable MSDS for the product he /she is using, particularly regarding spill control techniques. 2. The contractor will implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled , hazardous materials or hazardoud wastes will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are token to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel in the use of the SPCC plan. 1 03 NASSAU DRIVE LAHBOS @BELLSOUTH.NET W 0 Q w d 3 m C5 Lij 0 w� Z C. .. W 0- (T) z 0 z WW W Z W zm W 0 z CONTACT A MINIMUM OF 72 i,:,URS PRIOR TO DIGG + UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-7 7 OF 7 SHEETS PLAT gEF• (MAG -) PERMEABLE DRIVE AS PER CITY OF TYBEE S AN DARD5 (25' max. width .between I ht of way and Troper�Nne) 5 0 IG 6.0 bJ OO) FG 5.51 IG 5.7 42°() ROOT= Co" OV2hANG SWALE "A" 80 LF AT I .880 O CV FG 5.0 - ELEVA11ONS SHOW ON PLANS SWALE DETAIL not to scale Project Information: P.I.N. : 4-0009-14-001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0.15 AC ESTIMATED DISTURBED AREA : 0.08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER : Mr. and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912 - 786 -6119 FEMA MAP NOTES : I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-I3" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 0326 F, MAP REVISED SEPTEMBER 26, 2008 (85 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. GENERAL DRAINAGE NOTES: I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WhICh WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. R.B.F. P S CD LL cZ z Ow OOD ^ IG 6.5 ox FG 5.0 A\ II-D R B SPECIAL BUILDING SET BACK LINE NOTES : THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE BUILDING. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GU I I ER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED. C. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. OV SWALE "A" 135 L1= AT 0.897c AV �4 PROPOSED SITE PLAN 1 "= 10' 121.13' S 19 °09'42" W 40' SPECIAL. AVERAGE GRADE NOTES : I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GRATE INLET TOP 5.52 I.E. 1.62 R.B'.S Fc ns • co Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM Of I ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I ABOVE FLOOD. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3 ", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE I 2" OR LESS ABOVE ADJACENT GRADE. 5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES. C. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. CD I J 00 \ LEGEND ITEM CONVERT GRATE INLET TO ROOF INLET BY CUTTING 6" HIGH x 1 2" WIDE OPENINGS IN THE EAST, WEST AND SOUTH SIDES - TOP OF OPENINGS TO BE AT ELEVATION 5.00± AND THROATS TO BE 4.50± EXISTING SPECIAL BUILDING GUI I'M NOTES : I . A BUILDING GUTTER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO ENSURE THAT ALL ROOF RUN -OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT OF WAY. 2. BUILDING DESIGNER SMALL SIZE GU H ER SYSTEM TO CONVEY A 25 YEAR (MIN) STORM EVENT (5" PER HOUR). 3. INCREASED STORM WATER RUN -OFF DUE TO NEW IMPERVIOUS AREAS WILL NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING REQUIREMENTS Of GUI I ERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. PROPOSED TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB FG 12.3 12- TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. NOTES: SPECIAL WETLAND NOTE : 1. All wetlands are under the jurisdiction of the "Corps of Engineers" and or the State of Georgia "Department of Natural Resources ". Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. C. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, hE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information : Survey : Barrett Surveying Date of Survey : September, 20 12 Datum : NAVD 1 988 SCALE: I " = 10' 10' 20' 25' BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE O EORGIA 314 SAVANNAH, I- w Z cu= G) D O N 00 m N Cn 0) C0 Q II CHECKED JOB NO. - - I C .. G 0) 0 w J v J s Cii N Z 0 N 5. CC BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE O EORGIA 314 SAVANNAH, I- w Z cu= G) D O N 00 m N Cn 0) C0 Q II CHECKED JOB NO. - - I C .. G 0) 0 w J v DRAWN MAB I z Cl N i c w LU Zw ca I- PROPOSED SITE PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -2 2 OF 7 SHEEIS ( Ac ) PERMEABLE DRIVE AS PER CITY OF TYBEE STANDARDS (25' max. width) MATCH EXISTING PAVING ELEVATION 601 `RI`I`' NNN A • • •• % • •• • .• , .• •>< •. ::� _ • • _: • •.,• •• • • • •.. •; :` •• • ' 4,• • ,• • • • ...• •..+ •% • • ; ••.:•• '• ': • • ' CONVERT GRATE INLET TO ROOF INLET BY CUTTING 6H HIGH x 12" WIDE OPENINGS I\ THE EAST, WEST AND SOUTH SIDES - TOP OF OPE \INGS TO BE AT ELEVATION 6,00± AND THROATS TO BE 5,50* R.B.F. •• -- •: • • ~ • • • ' • • •• • Z. • ••s • S. • • • • •••• .• • • • • •t•. • :• N. • . • • • • • • • +• •,$ •••.:•• •• +•• •_•. a •. • - •:. •. „w• t: 121,13' S 19 FG 6,6 •• •• t•.. • • • ,aS• •••• • • • •• • 9 • • • .. • :•,y. ••,'••• • •t • EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE P&IVATELY MAINTAINED, GENERAL BUILDING INFORMATION NOTES: P LA \ SHR T \/ LB 1. PROPOSED BUILDING FOOTPRINT a 2,000 sf (envelope), 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES, 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS 'RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE, 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. "EI t2M/ \QSB D4-Ler Real illia ;'J :261x1' JIB 11i1 @rib; MA,K, v5,a!3z des '4 n_ Sa awe Gigq =CI Mac* pi(J jSUis ^y'.:Pili°'jafsas-45 5T. T\ vs 0r oo-i. SPECIAL WETLAND NOTE 1. All wetlands are under the jurisdiction of the "Corps of' Engineers" and or the State of' Georgia "Department of Natural Resources ", Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval. GENERAL DRAINAGE NOTES: 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN -OFF OF 0,26 ors DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM, 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE, 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND DOWNSPOUTS TO DIRECT RUN-OFF. 4, OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. FG 6,0 LOVELL AVENUE 30''R /W 6 0}9'42" W GRATE IN TOP 6.47 I.E. 2.57 115 LF SWALE AT 0,96% , 3 Co Co - a 9 PROPOSED SITE PLAN 1" = 10/ LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB EXISTING PROPOSED FG 92.3 92 TPS 12.30 6 LET R. 5 (0(0 av 5-,7 C'? g Qv5. Cara •S• STREAM BUFFER ENCROACHMENT NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED PROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, Project Information: P.I.N. : 4- 0009 -14 -001 PROJECT ADDRESS : 00 CHATHAM AVE. TOTAL SITE SIZE : 0,15 AC ESTIMATED DISTURBED AREA : 0,08 AC ZONING : R -2 SETBACKS : FRONT = 20' SIDE = 10' REAR = 10' OWNER ; Mr. and Mrs, Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Island, Georgia 31328 PHONE : 912- 786 -6119 TRAFFIC AND RIGHT -OF -WAY NOTES: 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OP TYBEE ISLAND, GEORGIA PERSONNEL, 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY, FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13 AND AE -141' ACCORDING TO F.I,R.M, COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008, 2, THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION OF 13,0 HAS BEEN SET1A0 cane •isi 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc,), tops and depths prior to ordering materials or beginning construction, SCALE: 1" = 10' 10' 20' 25' 0 .n REVISED AS PER CITY OF TYBEEI ISLAND REQUEST 10- 17-08 - -- 'ON 80r uMoys so :3'IvOS m 1m 9- � 1 1 1 BOSWELL DESIGN SERVICES. INC. 0 w CDf�o w OW w W coo co Z < CI az(3) Qa (f) 0 � m tzC 0 rQz0 O Q 11- IY � w w Z L L J O . . C 1 ) 2 PROPOSED SITE PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 -282 -7411 DRAWING NUMBER c-i 1 OF 6 SHEETS IDATE: October 17, 2008 - -- 'ON 80r uMoys so :3'IvOS m 1m 9- � 1 1 1 0 � m tzC 0 rQz0 O Q 11- IY � w w Z L L J O . . C 1 ) 2 PROPOSED SITE PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 -282 -7411 DRAWING NUMBER c-i 1 OF 6 SHEETS 4ikl`14 Rg�• ' • \ FG 6,7 0) 0 ■ ■ ■ ■ 0 0 N- ••_ • ,. • - • • : • •' •} • • • • •• • • , • • • • • " • • • • L••• •. • •.i •• • S • • � • ... . , ... . • •:••.• .••• • ... •.• •.5 • • ;... • ••:• .•'• `. • ' • • ., • : •••• • ••.% • • .• �• f•• • • • r' • , • •"• • i •'.5 +•': ••• • 1 R.B.F. R.B.\F. (ROIL.) / / /1b'//,,I3/EL 7 • R.B.S. to • • " • • s� 121.13' • • ,i •. .:s ••Is .: • • • s. •i• • • . •.r •.. • • • •.:, :. • • �.A s • t • •. • . • •• : • •�, ... •.: •. • • • •5 . •M • •• %• • • • • •.•S M•• X SHRUB EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FOOTPRINT = 2,000 at' (envelopej, 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER 'REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS /RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, DO NOT ABANDON UTILITIES IN PLACE, 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, X TREES TO BE REMOVED. 15 4 SPECIAL WETLAND NOTE • • 1. All wetlands are under the jurisdiction of the °Corps of' Engineer &' and or the State of' Georgia "Department of Natural Resources'', Lot owners and the developer are subject to penalty by law for disturbance to these protected areas without proper permit applications and approval, GENERAL DRAINAGE NOTES: 1, THE NEW BUILDING WILL RESULT IN AN INCREASE RUN -OFF OF 0.26 cfs DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM, 2, THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND DOWNSPOUTS TO DIRECT RUN -OFF. 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. S 19'09'42" W GRATE IN TOP 6.47 I.E. 2.57 LOVELL AVENUE 30' VW 13 PROPOSED SITE' PLAN 1" r 101 LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB EXISTING PROPOSED FG 12,3 TPS 12.30 R. • S. A 4- co STREAM BUFFER ENCROACHMENT NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, Project Information; P.I.N. : 4- 0009 -14 -001 PROJECT ADDRESS : 00 CHATHAM AVE, TOTAL SITE SIZE : 0,15 AC ESTIMATED DISTURBED AREA : 0,08 AC ZONING R -2 SETBACKS : FRONT 20' SIDE = 10' 7REAAR = 10' OWNER ; Mr, and Mrs. Demery Bishop ADDRESS : P.O. BOX 1020 Tybee Inland, Georgia 31328 PHONE : 912 -786 -6119 TRAFFIC AND RIGHT -OF -WAY NOTES: 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL, 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY, FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -13 AND AE -1411 ACCORDING TO F.I,R.M, COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008. 2. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION OF 13,0 HAS BEEN SET, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. i IALL BC INCTALLCD C THAT ALL D WNCI' UTC SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTORR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and' depths prior to ordering materials or beginning construction, SCALE: 1" = 10' 10' 25' 0 0 N W BOSWELL DESIGN SERVICES, INC. 912-897-6932 LAHBOS@BELLSOUTH.NET 0 1 w Y I w 1 U DATE: August 26, 2008 JOB NO. --- 1 SCALE: os shown 3m 1Q oM ww I z I W 0 0 < �d U0 •-• a wo WzoQz LLI Zw Qm d� fY 2 PROPOSED SITE PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER c-i 1 OF 6 SHEETS MATC- EXISTING PAVI\IG ELEVATION N PERMEABLE DRIVE AS PER CITY OF TYBEE STANDARDS (25' max,) c • I' LIMITS OF DISTURBANCE ,1 - N- • -•: • • •, .1 .. • • •• :•. •. • • •, • •: s • • •• • _ . • ••• •• ••••;.• :• ;• • • U) • ; •• .:.. .•;•• +_ •. • \ •.s. • • : •. 0 ou R.B.F. NEW SWALE LIMITS OF DISTURBANCE \•••••'.. • '' i • .• :: ••_ 7 A A ---- A A A —A LCD LAD 4 s,) 121,13' • • .•• .:s••: • 1 • • ; ▪ t • S. • • S. ▪ •:.• • ••• ..•••• s S. • . •• •t•• •• :. •.. • • ••• ••••;• .♦ • 1.•.: • .. • •_� . ••M .•% • • • • •,•• • _ ._... „• • P S _AN R ED P LIMITS OF DISTURBANCE SPECIAL SOIL EROSION PREVENTION NOTES 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer Within 7 days after installation, 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil- erosion measures are in place for inspection, 3. Soil erosion ,prevention Tana shall be kept current and on site or readily accessible at all - times during the duration of the project until - after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil- erosion prevention plans to each secondary permittee, 5, Contractor is to keep a record of his inspections of the soil- erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection a, major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final - stabilization has occurred 6. Sampling of the outfall Is the responsibility of' the primary permittee and sampling requirements are to be as per the NPDES general permit, 7. Silt fencing is to remain in place unfit final stabiliazation. 8, Waste materials shall not be discharged to state waters except as authorized by a section 404 permit, 9, These ES 6 PC plans are In compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill- shall 000ur, stop the spill- source immediately and implement BMP'a and clean -up for the spill, V� GRAT= TOP 6.47 I.E. 2.57 R SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I 7/f = f0, WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL, Erosion and Sediment Control Phasing Initial Phase (Phase I) 1, This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site, Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing, Final Phase (Phase III) 1. This phase shall include outfalL protection, any revised inlet protection and any other permanent devices. RUN -OFF COEFFICIENTS PRE - DEVELOPED Cw = 0,25 POST--DEVELOPED Cw = 0,48 REQUIRED SEDIMENT STORAGE CALCULATIONS AS DISTURBED ANDAREA LIFTING CONSIDERED DIMENT AREAS S E ORAGE WILL BE ATHE CHIEVED SILT BY FENCES STORAGE BEHIND . REQUIRED SEDIMENT STORAGE: 67 C.Y. ACRE x 0.08 ACRES = 6.0 C.Y. REQUIRED SILT FENCE SILT STORAGE: SILT FENCE = 270 L.F. x 0.09 CY PER LF = 24 G.Y. OF STORAGE TOTAL SEDIMENT STORAGE = 24 CY 24 CY (supplied) > 6 CY (required) ,5'OIL EROS/ION' LEdEIVD TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PER4ANENT SEEDING DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL STREAM BUFFER ENCROACHMENT NOTES NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, BMP REMOVAL NOTE 1, RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED, SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds1 Ds2 Ds3 Ds4 (E)h Du LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11 -5 -08 SCALE: 1 " = 10' 10' 20' 25' BOSWELLDESIGN SERVICES, INC. 97-6932 LAHBOS@BELLSOUTH.NET CHECKED :: August 26, 2008 NO. — — — SCALE: os shown m 0 °w , W� O v ! WLLi z m SOIL EROSION AND SEDIMENT CONTROL PLAN PHASE I CONTACT A MINIMUM OF 72 HOURS PRIOR TD DIGGING ppp7ECT/ UTILITIES PROTECTION CENTER 1- 800 -2822 -7411 DRAWING NUMBER C-2 2 OF 6 SHEETS MATCH EXISTING PAVING ELEVATION 60. RI\N t.\\3` �\ '\ • • .• PG 6,7 1 1 1 1 O) 0 LIMITS OF DISTURBANCE NN s N- 0 0 Lo NEW SWALE s ti LIMITS OF DISTURBANCE R.B.F. • _ .. • • , : 1 ..s /\1 ,\I I \; it W O Imo,, R.B +F. (P.OL.) \ ' i ' „i• , , <16A 1 o I A A \� Itp-- Ito- -1a0-- R.B.S. A A A A A A A-- Ate— A A A ciao -1.01 114111 tom -tt t@- Ito-- -•=•• Ito - -i 0∎- •110- -tto -- -Ito -- A -X i \l i \ \' s.� 121.13' S 19'09'4 •• • • •• • 1. • • ;$ • •J • of ■• ••• • • S. ∎ •• • f• •• •_••• :. ~ "" •• •` • • • ••• • •♦ ♦ •••.: b • � • • • •'•w • • • •• •%• : • - • ..•S • -••,•• ;. • P _AN = D SHR„13 SPECIAL SOIL EROSION PREVENTION NOTES : 17 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation, 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer Within 7 days after the initial soil- erosion measures are in place for inspection, 3, Soil erosion prevention plans shalt be kept current and on site or readily accessible at all- times during the duration of the project until - after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil- erosion prevention plans to each secondary permittee. 5, Contractor is to keep a record of his inspections of the soil- erosion control measures to include at least the folloWing: a, date and scope of the Inspection b. name of person performing inspection a, major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final - stabilization has occurred. 6. Sampling of the outfall- Is the responsibility of' the primary permittee and sampling requirements are to be as per the NPDES general permit 7. Silt fencing is to remain In place until final stabiliazation. 8, Waste materials shall- not be discharged to state Waters except as authorized by a section 404 permit, 9. These ES & PC plans are In compliance with Waste disposalr sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks, In the event that a spill- shall occur, stop the spill- source immediately and implement 8MP's and clean -up for the spill, 4 LIMITS OF DISTURBANCE LOVELL AVENUE 30' R/W V� GRAT I \L -T TOP 6.47 I.E. 2.57 i / / / / / / / R.O.S. / / / / / / / / / / / / / / SOIL e OSION AND SEDIMENT CONTROL PLAN - PHASE II 1// = 10, WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site, Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase III) 1, This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE 1, RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED, • STREAM BUFFER ENCROACHMENT NOTES 1: NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2, NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. 0 tD - • RUN -OFF COEFFICIENTS PRE- DEVELOPED Cw = 0,25 POST - DEVELOPED Cw = 0,48 ,S'OIL ERO,S'ION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURED AREA WITH PER4IANENT SEEDING STABILIZATION DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Sd 1 —A Ds1 Ds2 Ds3 Ds4 Du LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 SCALE: 1" = 10' 10' 20' 25' BOSWELL DESIGN SERVICES, INC. 0 Z m oX (90 W W � w � C.) co m Z(V O 0 z m a 1 w Y I w U DATE: August 26, 2008 I I I 0 z m 0 SCALE: os shown Q o DESIGNED 0 < t!?< 3 in n,(9 U0ct >- 0o L10 Lu� W O O Q O SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II CONTACT A NIMUM PRIOR M1 TO DiGG1NG OF 72 HOURS UTILITIES PROTECTION CENTER I- 800 - 282 -7411 DRAWING NUMBER C-3 3 OF 6 SHEETS MATC- EXISTING PAVING ELEVATION PERMEABLE DRIVE AS PER CITY OF TYBEE STANDARDS (25' max.) 5 \o N LIMITS OF DISTURBANCE - -- •••) ••• •• •:• aD 0) ♦ •... • _ ♦ _ • _ r• • i •%. • .1 4 i I I I I 0 O NEW SWALE • • :. • •• •• • •44, •• • • ...• •:� •:•• • • .; •. • • • :•• • •••• • • • ▪ • >.r: ..• : #• .: /�: SOIL EROSION & SEDIMENTATION CONTROL NOTES 1, NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.08 ACRES. 2. OWNER : Mr. and Mrs. Demery Bishop P.O. BOX 1020 TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT : Mr, and Mrs. Demery Bishop 912 -786 -6119 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA, 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS, THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12, EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED wITH TEMPORARY SEEDING. 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND. MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING CuC (Chipley -Urban Land Complex). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE 13 AND AE 14" ACCORDING TO COMMUNITY PANEL NUMBER 13051 C 0326 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE 13" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM NE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION Cat TIROL, MEASURES WILL BE MAINTAINED AT ALL 'TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONS EROSION AND SEDIMENT CONTROL EASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL 'TIMES. 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR 11-115 PROJECT IS THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE S & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3, ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER, SEE LAND DISTURBING PLAN. 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6, BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY, 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED, 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE 0 ER OR ENGINEER PRESENT, 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION ". 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION, SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER, TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE "AE 13" TOTAL ACREAGE 0.15 ESTIMATED DISTURBED ACREAGE0.08 S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS ONTH OF PLANTING 2008 2009 OCT NOV DEC JAN FEB MAR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs, /Ac SITE GRADING RYEGRASS 40 Lbs. /Ac SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac UTILITY INSTALLATION NO/71 APPLldABLE► BUILDING CONSTRUCTION PERMANENT GRASSING PAVING NO/'1 APPL/dABLE► MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE "AE 13" TOTAL ACREAGE 0.15 ESTIMATED DISTURBED ACREAGE0.08 S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS ONTH OF PLANTING TEMPORARY GRASS RATE ONTH OF 1(ANTING PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA 1 c 10 Lbs. /A MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE COMMON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs. /Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs, /Ac FEBRUARY RYEGRASS 40 Lbs. /Ac SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac WIRE- BACKING /-FRAME DROP INLET WITH GRATE GATHER EXCESS AT CORNERS BURIED FABRIC -III _. 1E-ma 1 _III- III -III V 1. FOR STAKES. USE 2x4 INCH WOOD (PREFERRED) OR EOUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 2, SPACE STAKES EVENLY AROUND THE PERIMETER OF TH INLET A kAx1MUM OF 3 FEET APART AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP, 3. TO PROVIDE NEEDED STABILITY TO THE NSTALLATION, FRA E WITH 2x4 INCH WOOD STRIPS AROUND THE CREST OF THE OVERFL AREA AT I 0 145 FEET ABOVE THE DROP INLET CREST. 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NExT STAKE. 6. THE TOP OF THE FRAME AND FABRIC MUST RE, WELL BELOW THE GROUND ELEVATION DO NSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM BYPASSING THE INLET, IT Y BE NECESSARY O BUILD A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. INLET OEDIit:EN'i' TRAP DETAIL w FILTER FABRId WITHTpUPPORTINd FRAME �d2 -� s" MINIMUM GEOTEXTILE UNDERLINER N.SAR -2 (1.5 " -3.51 COARSE AGGREGATE TEN PORARY CONSTRUCTION EXIT N.T.S. TEN SIDE VIEW NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW PORARY SILT FENCE DETAIL Sd1 -B Cd 1 FENCE TYPE A MINIMUM LENGTH 4' -0" B 3' -0" C POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel 4' -O" Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1.31b. /ft. min. A (MIN) B (MIN) D E(MAX) 30" 18" 28" 6" 6' -O" 18" 18" 16" 4" 6' -O" 30" • 18" 28" 6" 4' -0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY RUN-OFF COEFFICIENTS PRE - DEVELOPED Cw = 0,25 POST- - DEVELOPED Cw = 0,48 STREAt11 BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2. NON- EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES /POST 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL /POST HEADS 14 min. 1" 3/4" 4 min. 0 LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -08 Z 0 N W BOSWELL DESIGN SERVICES, INC. CHECKED August 26, 2008 NO — — — SCALE: os shown 3 m 14 W I 0 I. W 0 0 d < a Q3 (D W >: O n Zw W� C) W Li ri .zo�Z NOTES AND DETAILS CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING it UTILITIES PROTECTION CENTER 1- 800 - 282-7411 DRAWING NUMBER C-5 5 OF 6 SHEETS SECONDARY PERMITTEES NOTE ; THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL. SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME PHONE COMPANY : FAX ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO, NAME : PHONE : COMPANY : FAX ADDRESS ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE : COMPANY : FAX : ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE : COMPANY : FAX : ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO, SIGNATURE SIGNATURE SIGNATURE SIGNATURE SITE SIZE ACRES SITE SIZE ACRES 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 0 -4.99 25 25 5 -9.99 50 25 APPENDIX Nephelometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Areal square miles 100- 249.99 500 10 -24.99 75 50 25 25 25 20 25 25 20 20 25 0 -4.99 75 50 5 -9.99 150 100 25 -49.99 150 75 50 -99.99 300 150 50 75 35 50 25 25 200 100 75 50 Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Areal square mites 10 -24.99 200 100 50 50 100 50 50 50 50 50 50 25 -49.99 400 200 50 -99.99 750 300 100 200 100 100 50 50 100- 249.99 750 500 300 150 100 250 - 499.99 500+ 500 500 500 500 300 150 60 500 300 100 250 - 499.99 500+ 750 750 750 750 750 300 200 750 600 100 7 DAY INSPECTION NOTE The design professional- must be retained by the primary permittee to conduct a site inspection within seven (7) days after initial construction begins in order to determine if the BMP's have been installed as designed and are being maintained as required by the Plan and the Green Book, The design professional must report the results of' the inspection to the primary permittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report (unless additional time is needed due to adverse weather). The primary permittee may use an alternate design professional to conduct the BMP inspection, provided that they make a written request to EPD to change from the design professional who developed the plan and EPD has agreed, DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION Date of' Inspection I certify the site was in compliance with the ES &PC Plan on the date of' inspection. Mark Boswell 2104 GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # Inspection revealed the following discrepancies from the ES &PC Plan, These deficiencies must be addressed immediately and a re- inspection scheduled. Work shall not proceed on the site until design Professional Certification is obtained. Soil Cleanup and Control Practices 1. Local State and manufacturer's recommended methods for spilt cleanup will be clearly posted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the .material storage areas. Typical materials and equipment includes, but is not limited to brooms, dustpans, mops, rags, gloves, goggles, cat Utter, sand, saw dust and property labeled plastic and metal waste containers, 3. Spilt prevention practices and procedures wilt be reveiwed after a spill and adjusted as necessary to prevent future spills. 4, All splits wit be cleaned up immediately upon discovery. ALL spills Will be reported as required by local, State and Federal regulations. 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675, 6, FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRCJ WILL SE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675, 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS THE GEORGIA EPD WILL 8E CONTACTED WITHIN .24 HOURS, 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCI AGENCIES WILL BE CONTACTED AS REQUIRED, 9, The contractor shall notify the licensed professional who prepared this plan if' more than 1,320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one piece of' equipment has a capacity greater than 660 gallons, The Contactor will need a Sp:t- Prevention Containment and Countermeasures Plan prepared by that licenseed professional, PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, Lubricants and tars will be inspected daily for Leaks and spills. This includes on -site vehicle and machinery doily inspections and regular preventative maintenance of such equipment. Equipment maintenance area will be located away from state water, natural drains and storm water drainage inlets, In addition, temporary fueling tanks shall have a secondary containment liner to prevent /minimize site contamination. Discharge of' oils, fuels, and Lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by Local and State regulations, 2. Points / Finishes / Solvents - All products will be stored In tightly seated original containers when not in use, Excess product will not be discharged to the storm Water collection system. Excess product, materials used With these products and product containers will be disposed of according to manufacturer's specifications and recommendations. 3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on -site. 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed th manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual. for Erosion and Sediment Control in Georgia, Any storage of' these materials will be under root' in seated containers. 5. Building tylaterials - No building materials will be buried or disposed on-site, Alt such materials will be disposed of in proper waste disposal procedures. SAMPLING FREQUENCY Storm water samples shalt be taken for the following events : (a) For each area of the site that discharges to a receiving stream, the first rain event that exceeds 0,5 inches and allows for monitoring during normal business hours, (Monday thru Friday, 8 :00 AM to 5 :00 PM and Saturday 8;00 AM TO 5 :00 PM when constructionactivity is being conducted by the Primary Perrnittee) that occurs after all cleaning and grubbing operations have been completed In the first drainage area of the location selected as the sampling location : (b) In addition to (a) above, for each area of' the site that discharges to a receiving stream/ the first rain event that reaches or exceeds 0.5 inches and allows for monitoring during normal business hours that occurs either 90 days after the first sampling event or after all mass grading operations have been completed in the drainage area of' the location selected as the sampling Location, Whichever come first : (0) At the time of sampling performed pursuant to (a) and (b) above, If BMPs are found to be property designed, installed and maintained, no further action is required. If BMPs in any area of the site that disoharges to a receiving stream are not properly designed, installed and maintained, corrective action shalt be defined and implemented within 2 business days, and turbidity samples shalt be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inches during normal business hours until the selected turbidity standard in attained or until post - storm event inspections determine that BMPs are property designed, installed and maintained. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRE$ 11 -5 -08 WASTE MATERIALS : 1. Att Waste materials will be collected and stored in a securely lidded, .metal dumpster. The dumpster Witt meet all solid waste management regulations. All trash and construction debris from the site Witt be deposited in the dumpster. The du.rnpster will be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by local regulations. No construction waste Witt be buried on -site, 2, ALL personnel wilt be instructed on proper procedures for waste disposal, A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these procedures are followed 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. INSPECTIONS : Primary Permittee, 1. Each day when any type of construction activity has taken place at a primary permittee's site, qualified personnel provided by the primary permittee 'shall inspect : (a) all areas at the primary permittee's site Where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment ; (bi ail locations at the primary permittee's site where vehicles enter or exit the site for evidence of' off -site sediment tracking ; (c) measures rainfall once each twenty -four hour period at the site. These inspections must be conducted until a Notice of Termination is submitted. 2, Qualified personnel (provided by the primary permittee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0,5 inches or greater the folloWing : (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization ; (b) area used by the primary permittee for storage of materials that are exposed to precipitation that have not undergone final stabilization and : (c) structural control measures. Erosion and sediment control measures indentified In the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are acceslble, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant Impacts to receiving water(sJ. For area of' a site that have undergone final stabilization, the permittee must comply with Part IV,D,3.a(3). These inspections must be conducted until a Notice of Termination la submitted. 3, Qualified personnel (provided by the primary permittee) shall inspect at Least once per month during the term of this permit (i.e. until a Notice of' Termination is received by EPD) the areas of' the site that have undergone final. stabilization, These areas shall be inspected for evidence of or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified In the Plan shalt be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain Whether erosion control measures are effective in preventing significant Impacts to receiving water(s). ST0RMWATER SAMPLING SAMPLE ANALYSIS 1, Storm water samples are to be analyzed In accordance with methodology and test procedures established by 40 CFR Port 136 and the guidance document titled "NPDES Storm Water Sampling Guidance Document, EPA 833- 8- 92- 001.I' .2, Storm water is to be for nephetometric turbidity units (NTU) at the outfal location, A discharge of' storm water runoff from disturbed areas where best management practices have not been property designed, installed, and maintained shall constitute a separate violation for each day on which such conditions results in the turbidity of the discharge exceeding 75, the value that was selected from Appendix B in Permit No. GAR 100001, The NTU is based upon the disturbed acreage of' 1,0 - 10 acres for the project site, the surface water drainage area of < 4.99 square miles, and receiving water Which supports warm water fisheries. SANITARY WASTES : 1, A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site, All sanitary waste will be collected from the portable units a minimum of' one time per week by a licensed portable facility provider in complete compliance with Local and state regulations. 2, ALL sanitary waste units will be Located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional containment BIy1P1s must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from contributing to storm Water dischages. The location of sanitary waste units must be Identified on the Erosion ControL Plan Grading Phase Sheet by the contractor once the locations have been determined. 3. Sanitary Sewer will be provided by Municipal Authority /Septic System at the completion of this project. HAZARDOUS WASTES : 1, All hazardous waste materials Will be disposed of' in the manner specified by Local, state, and/or federal regulations and by the manufacturer of such products. The jobsite superintendent, Who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices, Material Saftey Data Sheets (MSDS'a) for each substance with hazradous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products, An MSDS Wit- be posted in the immediate area where such product is stored and /or used and another copy of the MSDS will be maintained in the ESPCP file at the jobsite construction trailer office. Each employee who must handle a substance with hazrdous properties will be instructed on the use of' MSDS sheets and the specific information in the applicable MSDS for the product he /she is using, particularly regarding spill contro- techniques. 2. The contractor will implement the Spill Prevention Control and Countermeasures (SPCC) Plan found Within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials, No spilled , hazardous materials or hazardoud Wastes Will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel in the use of the SPCC plan. BOSWELL DESIGN SERVICES, INC. 912-897-6932 LAHBOS@BELLsouTH. N ET QW Z W 0 z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER c -6 6 OF 6 SHEETS f m 0 =1 0 1 W 1 0 QW Z W 0 z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER c -6 6 OF 6 SHEETS