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08-0157 Navon
O CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-10-2008 PERMIT#: 080157 WORK DESCRIPTION ENCLOSURE/ADDITION WORK LOCATION 25 TYBRISA OWNER NAME ZIV NAVON ADDRESS PO BOX 2018 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WE DO IT CONSTRUCTION ADDRESS 43 ANGER OAKS DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 680 OCCUPANCY TYPE U TOTAL FEES CHARGED $611.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $32,000.00 TOTAL BALANCE DUE: $611.00 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)786-5737 www.cityoftybee.org ! , 1 - e CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 02/02/2012 PERMIT#: 080157 WORK DESCRIPTION ENCLOSURE/ADDITION/ELEC/MECH WORK LOCATION 25 TYBRISA OWNER NAME ZIV NAVON ADDRESS PO BOX 2018 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WE DO IT CONSTRUCTION ADDRESS 43 ANGEL OAKS DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 680 OCCUPANCY TYPE U TOTAL FEES CHARGED $1,466.25 PROPERTY IDENTIFICATION# PROJECT VALUATION $35,000.00 ENGINEERING FEES —Jan.-Feb. 2012 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 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912)695-7262 dkdbus(agmail.com INVOICE February 2,2012 Invoice#20800103 Diane Otto 01 M r ag City of Tybee Island P.O. Box 2749 �y �;;i 0 2 20 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Aloha Addition at 25 Tybrissa Street 01-18-12 0.25 hours Picture review and coordination on Final 01-20-12 0.50 hours Final Inspection w/Joe Wilson 02-01-12 0.25 hours Asbuilt 1.00 hours @ $175/hours=$175.00 Total Due This Invoice 2 2—(2 Act Q-A 0?- 015-7 • 4.0 ,4p INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 PHONE (912) 786-4573 RONNY NAVON CUSTOMER#: 02-2041 PO BOX 2812 INVOICE#: 201109181543 TYBEE ISLAND GA 31328-2812 INVOICE DATE: 9/18/2011 DUE DATE : 10/04/2011 P.O. # CHARGE DETAIL ITEM DESCRIPTION UNITS TYPE PRICE AMOUNT ENGINEERING REVIEW 0.00 0 .00 218.75 v `N, J W ENGINEERING SERVICES ALOHA ADDITION, 25 TYBRISA, 9/14/09 TO 07/20/11 *****THANK YOU ***** TOTAL DUE : 218.75 0 9 --- Icf - � � FalL; DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenainc(@.bellsouth.net INVOICE September 5, 2011 Invoice#20800102 Diane Otto City of Tybee Island P.O. Box 2749 • Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE:Aloha Addition at 25 Tybrissa Street 0 u 5-1 2 o 41 09-14-09 n.c. 10-15-09 n.c. 06-15-11 0.50 Met w/Ethan on completion 07-20-11 0.25 Met at City Hall on status 0.50 Site meeting w' Owner,Atty,CM&others 1.25 hours @$175/hours=S2-1-6:51-Total Due This Invoice 21(3.:7S- 0 - 1 2- AR -2 o O`i 181 y-3 4-0 AP Dianne Otto From: Downer Davis [dkdbus @gmail.com] a ram Sent: Wednesday, January 18, 2012 12:13 PM 2-f 12, To: Joe Wilson t re X Cc: Steele Knudson; Dianne Otto; lahbos @bellsouth.net Subject: Re: Fw:Yard inlet • ok 1 o e r r Dower .A JOE, - 111 rc5 Just call me when you leave your office. I'll be prepare to be there at 8am unless I hear otherwise. I'll advise William Navone we'll be in the back yard early Friday morning. kr')ou,✓Vr, eypr-OU 'CL Steele, O-e Based on the pictures, all should be well. I advised Boswell to not let the submittal of asbuilts be a time pressure on him at this time. In the next month or two is fine. On Wed, Jan 18, 2012 at 12:04 PM, Joe Wilson<jwilson@cityoftybee.org>wrote: I would like to do this early Friday if possible. From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Wednesday,January 18, 2012 9:06 AM To: Lisa Boswell Cc: Joe Wilson; Steele Knudson; Dianne Otto Subject: Re: Fw: Yard inlet Mark, Pics are great. Please resend and copy Steele and Diane on all your emails as they are the record keepers. You advised that once you had them, you wanted to have the final. Today's not a day I prefer for a final. Joe usually prefers Friday morning, so by copy of this email, I'm requesting he pick a time.later Thursday or anytime Friday for the final. The asbuilts are not required for the final but please bring your design drawings if they are not ready at the time of the final. As for the asbuilts, they should be pretty simple as we discussed. I realize that this was an unexpected expense for your clients. Considering the background of this project, I truly appreciate their diligence on and commitment to correction of this matter. Downer On Wed, Jan 18, 2012 at 7:20 AM, Lisa Boswell <lahbos@bellsouth.net>wrote: i Forwarded Message ---- From: Walt Rocker <walt @rockbyinc.com> To: "lahbos @bellsouth.net" <lahbos @bellsouth.net> Sent: Tue, January 17, 2012 3:27:34 PM Subject: Yard inlet Sent from my iPhone 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 „, , qa,lt* i c ''. 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RECEIVED 0Z - 27- (78 HYDROLOGY REPORT FOR THE Aloha Addition 25 Tybrisa Street Tybee Island, Georgia FOR Jeff Cramer Tybee Island, Georgia February, 2008 G�STER��" �� r s No.283 ■ PROFESSIONAL 4 2-24- Ab- 1 41■ t HBO v BOSWELL DESIGN SERVICES, INC. 7 O3 NASSAU DRIVE SAVANNAH, GEORGIA 9 7 2-���B97-6 932 LAHBIISt BELL8ULJTH.NET HYDROLOGY REPORT For The Aloha Addition Tybrissa Street Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site contains existing structure and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be the construction of a new commercial structure. The total site is not considered in this drainage report because none of the new roof run-off will not be allowed to leave the site. The new roof will be 14' x 61' and will utilize gutters and downspouts to direct new roof run-off to a new"infiltrator"style retention device. The retention device will allow storm water to"pert"into the natural undisturbed soils underneath the device. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc(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 IDF 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 = N.A. POST-DEVELOPMENT RUN-OFF = 0. 14 CFS TOTAL INCREASE IN RUN-OFF = 0. 14 CFS New storm water run-off will not be allowed to migrate to other properties. JEFF CRAMER -ALOHA ADDITION - CW CALCULATIONS CW PRE-DEVELOPED FACTOR = N.A. CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.02 AC. PERVIOUS AREA = 0.0 AC TOTAL = 0.02 AC CW POST-DEVELOPED FACTOR = 0.95 : : 10 Legend • Runoff Combined I Channel Reach • Diversion Pond Route Project: JC-ALOHA-HYDRO.GPW IDF: SAVANNAH.IDF 12 hyd's 02-25-2008 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cis) (min) (min) (cult) (yrs) (ft) (cuff) 1 Rational 0.10 1 5 62 2 — — JC-ALOHA-2-YEAR-PO 2 Rational 0.12 1 5 71 5 — — JCALOHA-5-YEAR-PO 3 Rational 0.13 1 5 77 10 — — --- JC-ALOHA-10-YEAR-P 4 Rational 0.14 1 5 85 25 — — — JC-ALOHA-25-YEAR-P 5 Rational 0.15 1 5 92 50 — — — JC-ALOHA-50-YEAR-P 6 Rational 0.16 1 5 98 100 — — — JC-ALOHA-100-YEAR- 7 Reservoir 0.02 1 16 62 2 1 11.62 43 8 Reservoir 0.03 1 17 71 5 2 11.69 50 9 Reservoir 0.03 1 17 77 10 3 11.74 56 10 Reservoir 0.03 1 17 85 25 4 11.80 63 11 Reservoir 0.03 1 17 92 50 5 11.84 68 12 Reservoir 0.03 1 17 98 100 6 11.88 73 Proj. file: JC-ALOHA-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 02-25-2008 Reservoir Report Page 1 English Reservoir No. 1 - JC-ALOHA-POND Pond Data Pipe diameter = 3.50 ft Pipe length = 42.0 ft Invert elevation = 11.06 ft Stage/ Storage Table Stage Elevation Contour area incr.Storage Total storage ft ft sqft cult cuft 0.00 11.06 00 0 0 0.35 11.41 00 21 21 0.70 11.76 00 37 58 1.05 12.11 00 44 102 1.40 12.46 00 49 151 1.75 12.81 00 52 203 2.10 13.16 00 51 254 2.45 13.51 00 49 303 2.80 13.86 00 44 347 3.15 14.21 00 37 383 3.50 14.56 00 21 404 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 1.1 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 1.1 0.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 invert EL ft = 11.07 0.00 0.00 0.00 Eqn. Exp. = 0.00 0.00 0.00 0.00 Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .013 .000 .000 .000 Orif.Coeff. = 0.60 0.00 0.00 0.00 Multi-Stage = - No No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/Storage/ Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 11.06 0.00 0.00 0.04 2 11.10 0.00 0.00 0.07 4 11.13 0.00 - - -- - -- --- - 0.00 0.11 6 11.16 0.01 - -- - -- - --- - 0.01 0.14 8 11.20 0.01 -- -- 0.01 0.17 11 11.23 0.01 - - -- - -- --- - 0.01 0.21 13 11.27 0.01 - -- - - -- --- -- 0.01 0.24 15 11.30 0.02 -- --- 0.02 0.28 17 11.34 0.02 --- -- --- - - - - 0.02 0.31 19 11.37 0.02 - - -- - -- - - 0.02 0.35 21 1 1.41 0.02 0.02 Continues on next page... JC-ALOHA POND Page 2 Stage/Storage/Discharge Table Stage Storage Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Discharge ft craft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.38 25 11.45 0.02 0.02 0.42 29 11.48 0.02 0.02 0.45 32 11.52 0.02 0.02 0.49 36 11.55 0.02 0.02 0.52 40 11.59 0.02 0.02 0.56 43 11.62 0.02 0.02 0.60 47 11.65 0.03 0.03 0.63 51 11.69 0.03 0.03 0.67 54 11.72 0.03 0.03 0.70 58 11.76 0.03 0.03 0.74 62 11,80 0.03 0.03 0.77 67 11.83 0.03 -- 0.03 0.80 71 11.86 0.03 0.03 0.84 76 11.90 0.03 0.03 0.87 80 11.93 0.03 0.03 0.91 84 11.97 0.03 0.03 0.94 89 12.00 0.03 0.03 0.98 93 12.04 0.03 0.03 1.01 98 12.07 0.03 0.03 1.05 102 12A1 0.03 0.03 1.08 107 12.15 0.04 0.04 1.12 112 12.18 0.04 0.04 1.15 117 1222 0.04 0.04 1.19 122 12.25 0.04 0.04 1.22 127 12.28 0.04 0.04 1.26 131 12.32 0.04 0.04 1.29 136 12.35 0.04 0.04 1.33 141 12.39 0.04 0.04 1.36 146 12.42 0.04 0.04 1.40 151 12.46 0.04 0.04 1.43 156 12.49 0.04 0.04 1.47 161 12.53 0.04 0.04 1.50 167 12.56 0.04 0.04 1.54 172 12.60 0.04 0.04 1.57 177 12.63 0.04 0.04 1.61 182 12.67 0.04 0.04 1.64 188 12.70 0.04 0.04 1.68 193 12.74 0.04 0.04 1.71 198 12.77 0.04 0.04 1.75 203 12.81 0.05 0.05 1.78 208 12.85 0.05 0.05 1.82 213 12.88 0.05 0.05 1.85 218 12.91 0.05 0.05 1.89 223 12.95 0.05 0.05 1.92 228 12.98 0.05 0.05 1.96 234 13.02 0.05 0.05 1.99 239 13.05 0.05 0.05 2.03 244 13.09 0.05 0.05 2.06 249 13.12 0.05 0.05 2.10 254 13.16 0.05 0.05 2.13 259 13.19 0.05 0.05 2.17 264 13.23 0.05 0.05 2.21 269 13.26 0.05 - - -- - - - - 0.05 Continues on next page... __. L,.~ ~°" Page 3 Stage f Storage/Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 2.24 273 13.30 0.05 0.05 2.28 278 13.33 0.05 0.05 2.31 283 13.37 0.05 0.05 2.35 288 13.40 0.05 - - - - -_ _ O.05 2.38 293 13.44 0.05 0.05 2.42 288 13.47 0.05 0.05 2.45 303 13.51 0.05 0.05 2.48 307 13.55 0.05 -- -- 0.05 2.52 312 13.58 0.05 -- -- -- -- -- __ -_ 0.05 2.66 316 13.61 0.05 -- 0.05 2.59 320 13.65 0.06 -- -- 0.06 2.63 325 13.68 0.06 0.08 2.66 329 13.72 0.08 -- -- -- -- -- __ -_ 0.00 2.70 333 13'75 0.08 _- _- 0.06 2.73 338 13.79 0.08 -- 0.06 2.77 342 13.82 0.08 -- -- -- -- -- -_ _- 0.00 2.80 347 13.86 0.08 -- -- -- -- -- __ _- 0.06 2.83 350 13.80 0.06 0.06 2.87 354 13.90 0.08 -- 0.06 2.90 358 13.97 0.08 -- -- -- -- -- __ __ 0.06 2.94 361 14.00 0'08 -- -- 0.08 2.98 365 14.03 0.06 -- -- -- -- -- -_ _- 0.06 3.01 369 14'07 0.08 -- -- --- 0.06 3.05 372 14.10 0.06 -- __ 0.06 3.08 376 14.14 0.08 - - - - -_ _ O.QG 3.12 380 14.17 0.08 -- -- -- -- -- _- -_ 0.06 3.15 383 14.21 0.06 -- -- -- -- -_ -- __ 0.06 3.18 385 14.24 0.06 _- -_ 0.06 3.22 387 14.28 0.08 -- -- -- -- -_ -- -_ 0.08 3'25 389 14'31 0.06 -- __ 0.06 3.29 392 14.35 0.08 0.06 3.33 394 14.38 0.06 0.06 3.36 398 14.42 0.08 -- -- -- -- -- _- -- 0.00 3.40 398 14.45 0.06 -- -- -- -- -- _- -_ 0.06 3.43 400 14.49 0.00 _- 0.06 3.47 402 14.52 0.08 -- -- -- -- -- _- -- 0.06 3.50 404 14.56 0.06 -- -- -- -- -- -_ 0.06 1 \D \‘',N1 .`ii ,i i- i .,. -,--1 i 1.______....................* , 1 . • .. I A, '':-. i 1 i - ---..,..„.....„........... , . , \ 1 /1.1' , •. . : ,■ r , -,. . . . I , • (,---.i `--'' _.1 ''- 1 '' .. 1 ......-'-'"'"°.'"**-"' ...................,...................- „....) i . \--)1:V-C 1 r•-•) 1.---,1;;I:. E-1-,'‘.'1 •.'', C-') . 3 - -- '' -..... . ' i ......., 1 . ]r1+r mTA ER LABORATORY, INC. ° P.O.BOX 7078 2500 Tremont Rd. Savannah,Georgia 31418 Phone(912)234-0696 Fax(912)2335061 Report No.: 2-6-08-28 Client: Diversified Designs, P.C. Project: Butler&Tybrisa Lot Tybee Island,Georgia SOILS INSPECTION Date: 2-5-08 Inspected By: George Waranowitz Area(s) Inspected: See the attached field sketch SCOPE: As requested,the designated area was tested to determine the soils average percolation rate within the upper-±24 to±30 inches. Testing was generally performed using the Modified Taft Engineering Procedure. Additionally,an auger boring was taken to determine the depth to the seasonal high groundwater table. TEST RESULTS Test Location Percolation Rate Depth to Groundwater Minute!Inches Table,In. #1 10.0 70 If you have any questions,please call. R- • ctfully submitted, .'tiVH • R LABORATORY,NC. Jossep . 'taker,P.E. 11 1 cc: Diversified Designs,PC,divdesn @belisouth.net 1 cc: File 7d ct,Rt-Q0/-7IR-t ntifiisan nali antn P70"1 I on i i na_, (912)786-7945 FAX(912)786-7943 DiVEitifiEd DIESIgNS, P.C. kihriyA Camay AR RECEIVED Transmittal To...(p)ohfiz, 4,„,, ,,c__,,, ,L, From: NI irtrr 6r691111112.- Address Pages: Including cover page Phone: Date: —' • tir Re: )\-fi 2)122- ) A i<Aktcrix, c: 0 Urgent t2:1,4----Review 0 Please Comment 0 Please Reply 0 Please Recycle • Comments: a i t \i\j €: 2)•`L)0\"/V(2-- c--",4\k`A -F,-_,,,K, . 4yi\ii 41ig474) Y V a ii - 5 robp5A- ( occ5Aifir, 7----ti ,.- /--sJ,: Pr a or N6 i5LE67 .- VatuNE-X. 9)--s1D IF WE ,„,., 6-iticti < fo rdi R.,- , ,e- .-1-4+.4r+t - ; it o ..ii 1. t„, r t t , 24:":: i ld, ,C •(-1-7 7 L-1.-er, Tf.143 tuiciftjA FIZOivi i -ty t.,- v,,,,)to / J- --1 i ( I, ( 7..„ 6,0 f-r--- y ,0 6011. LFIL AL/E - I fl - duil arf liciffi poi lizi- 1L ilwitig Vii (AAWAr?- diT K'af-: AtitA,611-1- DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net March 6,2008 Brannon G.Allen RECEIVED Director of Planning,Zoning and Economic Development ,, <-=---.. City of Tybee Island ,0(o- P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Aloha Addition at 25 Tybrissa Street Dear Ms Allen: I have reviewed the revised plan by Boswell Design Service, Inc. stamped in by the City on 02-27-08 for the above referenced site. 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. The design appears solid. However, in our prior reviews there was topographic information as a basis for approval. Once the design by Boswell Engineering is supported by topographic information to show proposed elevations(such as overflow from the subsurface retention areas)there should be not further issues. Please contact me if you have any questions on this matter. Sincerely, 44"4",?leL/ Downer K. Davis, Jr., P.E. President 2080010B cc: EI REC VED.erg 03- D(D • cS` -Cca keA OsuJ Dianne Otto From: davisenginc@bellsouth.net Sent: Friday, January 18, 2008 4:33 PM To: Brannyn G. Allen Cc: Joe Wilson; Dianne Otto Subject: 16th & Butler- Paul Theron This morning at 8:axn Joe and I met with Paul Theron at the City to review his progress on the drainage plan. The three of us went over the proposed discharge route for stormwater from the building addition to counter clockwise towards Butler Avenue. Joe and I advised Paul that his intent to depress the ground upstream of the sidewalk lower than the sidewalk and use grate top premolded trench(es) appeared to be an acceptable design. Paul then inquired about Stormceptor which is subsurface stormwater storage product developed by the manufacturors of Infiltrator. We advised that stormceptor was acceptable and would enhance the operation of his stormwater management system. The three of us left City Hall around 8:15 and met Jaff Cramer at the site to discuss the matter further. Downer 1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginct?.bellsouth.net March 11, 2008 Brannyn G.Allen Director of Planning,Zoning and Economic Development gip`� -� City of Tybee Island - P.O. Box 2749 c� Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Aloha Addition at 25 Tybrissa Street Dear Ms Allen: I have reviewed the revised plan by Boswell Design Service, Inc. stamped in by the City on 03-10-08 for the above referenced site. 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 existing survey information shown on Boswell's plan, the design appears acceptable. With the small foot print of this site I recommend a condition of the City's permit be an on site preconstruction meeting with the firm doing the vault installation, grading and stabilization. The person who will be the on site supervisor for the contractor should be present. There is little room for deviation with the small range of elevations. The design appears solid. However, in this 2nd review of Boswell's design I remembered a small building addition shown on previous submittals for this project. I believe they were on Cramer's plans and I am not sure about whether Bob showed them or not. This building is on the south side of the building shown and is adjacent to the proposed 14'x61' addition to the east. Until the design plan is based on existing topography, I cannot recommend approval of this plan. As Joe and I met this morning, we visited this site together. He noted the same discrepancies between the site and the survey that I did. If the existing addition on the south side is removed I can approve these plans. Otherwise,corrected survey information is required for plan approval. The recently installed fence along Butler Avenue should also be shown. Please contact me if you have any questions on this matter. Sincerely, / b 3 -\ \-0 $ 1 r� DoE eons" r r ed Downer K. Davis, Jr., P.E. President 2080010C cc: 3-11 - k 011 ' D- og Co._xe-c‘. -.2)z-c'0-1e-1 Crate W,1( lr bldg, :Ince II- 40 fo ' oswel(. M � o�R .rc. �e�F -11- \Inae tA2 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, June 15, 2011 1:27 PM To: Ethan Imhoff Cc: Dianne Otto; Joe Wilson Subject: Waves on Tybrissa My understanding of our discussion of this project during our meeting this morning. 1) Diane Otto has numerous emails to the Owner or his agent regarding the lack of a final inspection and closeout documents. 2) While the building has been finaled out regarding structural matters, a CO has never been issued due to the lack of sitewok improvements not being inspected. 3) Your office will advise me when a current site inspection is to be held. While it is preferable to have the site asbuilts prior to such inspection, we will not delay the site inspection for those asbuilts. 4) The major focus of the inspection will be stormwater management related. D`1 -25-I I rh.�,4`ng- a� s -e )5ctr I • e 40s-0 7',ane.S� Soso. osh , Z r cane 0 Na clan d �2S�S ►1 QS ct BOSWELL DESIGN SERVICES, INC. 103 NASSAUDRIVE SAVANNAH, GEORGIA 31410 912-897--6932 LAHBOS@BELLSOUTH.N1 / June 11,2008 Brannyn Allen , RECEIVED Planning and Zoning Administrator '( � Tybee Island,Georgia 31328 1-e.■ Se d Re: Aloha Addition 25 Tybrissa Street Tybee Island, Georgia Brannyn, Please find enclosed two copies of the revised drawing for the project referenced above. Responses for the review engineer's comments are as follows : No. Response 1. Have complied—pad was removed. 2. Have complied- added to plans. 3. Have complied—added handrail. 4. Have complied. All other comments were code issues. If you should need more information or require additional help please do not hesitate to contact us at 897-6932, fax to 897-2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenoinc @bellsouth.net May 22, 2008 Brannyn Allen RECEIVED Director r of f Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Aloha Addition at 25 Tybrissa Street Dear Ms Allen: I have reviewed the revised plan by Boswell Design Service, Inc. stamped in by the City on 05-20-08 for the above referenced site. 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. The following comments are offered: 1) The correct location of the AC pad should be shown as it is no longer in the building. 2) The swale within this site carrying overflow from the subsurface retention area needs to be detailed on the plans. 3) Note no exterior access or show with grading transition. 4) If the recent addition and this proposed 14'x61' addition are to be at the same F.FI elevation as the main building please note on the plans. If different please label the different elevations of the finished floors. The following building code concerns are listed for your consideration. 5) The steps shown to be removed as necessary may be required exit pads at the rear of the buildings. If a minimum 5'x5' landing is required,with safe exit, please advise the appropriate project designer with me copied. 6) It is my understanding that once outside the building, safe exit through the site is required. As 36" is allowed only at doorways and 44"is required on exits inside the building, I am uneasy on the 3'width that will be provided to Butler once the exit over the deck to 16th/Tybrissa is eliminated by the new addition. Please contact me if you have any questions on this matter. Sincerely, LI/44/: Downer K. Davis, Jr., P.E. President 2080010D cc: OS-23-0 X -- °S."4"" (o- 3-00 re--cQ.x.e -I-. DDS' M Dianne Otto From: Dianne Otto Sent: Thursday, October 15, 2009 3:51 PM To: Jeff Cramer Cc: 'ddesignssean @bellsouth.net'; 'davisenginc @bellsouth.net'; Jonathan Lynn; lahbos bellsouth.net' Subject: FW: Aloha Addition I O-1 to-0 9 Pao GJi C r6t MAT- Attachments: DEST4137.pdf; DEST4135.pdf Dear Jeff, See below and attachments.Since this project was completed last April, my initial request to you was three months ago and this is the third time I have asked, if you do not provide an action plan in writing to me by next Friday, October 23rd, I will beginning exploring with Jonathan Lynn what the next step in this process will be. Please respond. Sincerely, Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Dianne Otto Sent: Friday, September 11, 2009 8:46 AM To: Jeff Cramer Cc: 'ddesignssean @bellsouth.net; 'davisenginc @bellsouth.net'; Jonathan Lynn; 'lahbos @bellsouth.net Subject: FW: Aloha Addition Jeff, See below.This matter needs to be concluded immediately. Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Dianne Otto Sent: Thursday, July 16, 2009 3:07 PM To: Jeff Cramer Cc: lahbos @bellsouth.net; ddesignssean @bellsouth.net; davisenginc @bellsouth.net Subject: FW: Aloha Addition Dear Jeff, See attachments. This building portion of this project was completed in April but the site work not been accepted by the City. Would you or the owner of the property please request that the engineer, Mark Boswell, send the City a drainage certification letter and the as-builts? It appears that the project will require a drainage easement to be recorded on the back side of the Waves property so the services of a land surveyor may be needed as well. 1 Please begin working immediately toward acceptance of this project by the City. Let me know if you have any questions. Dianne Otto, CFM Interim Zoning Administrator City of Tybee Island 912.786.4573 ext. 107 From: Iahbos [mailto:Iahbos @bellsouth.net] Sent: Tuesday, July 14, 2009 4:48 PM To: Dianne Otto Cc: JEFF CRAMER Subject: Re: Aloha Addition I have no recollection of inspecting this project nor do I have a letter in my file of an inspection. Thanks Bos Original Message From: Dianne Otto To: Iahbos Cc: davisenginc(a bellsouth.net ; Diane Schleicher Sent: Tuesday, July 14, 2009 2:47 PM Subject: Aloha Addition Mark, It is our understanding from Paul Theron (phone 660-7532)that the work on the Aloha Addition (see attachment) has been completed.This was for subsurface detention, etc., at 25 Tybrisa. Would you please confirm with Paul orJeff Cramer(412-3333) and then begin working on a certification letter and as-builts so the City can begin its review? Thank you, Dianne Otto,CFM Interim Zoning Administrator City of Tybee Island 912.786.4573 ext. 107 ***************************************************************************************** *********************************** 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 Dianne Otto From: Joe Wilson Sent: Monday, February 06, 2012 7:54 AM To: Dianne Otto Cc: Downer K Davis Subject: RE: Fw: Yard inlet I'm okay with it. From: Dianne Otto Sent: Friday, February 03, 2012 2:50 PM To: Joe Wilson Subject: FW: Fw: Yard inlet Joe — Please let me know about this. Walt Rocker is eager to get it closed. Thanks. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Dianne Otto Sent: Wednesday, February 01, 2012 4:27 PM To: 'dkdbus @gmail.com'; Joe Wilson Subject: FW: Fw: Yard inlet Joe and Downer, Earlier today Mark Boswell submitted the attached as-built for the Aloha addition at 25 Tybrisa. Please submit documentation of your acceptance of this as-built. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis fmailto:dkdbus @gmail.coml Sent: Wednesday, January 18, 2012 12:13 PM To: Joe Wilson Cc: Steele Knudson; Dianne Otto; lahbos @bellsouth.net Subject: Re: Fw: Yard inlet JOE, Just call me when you leave your office. I'll be prepare to be there at Sam unless I hear otherwise. I'll advise William Navone we'll be in the back yard early Friday morning. Steele, i .__,.. • .• •-• -• Inspection Report City of Tybee Island 403 Bitter Ave. 1 2749 P.O. Box Tybee Isiand„ GA 31328 Phone: (912) 766-4573 ext. 114 Fax: (912) 786-9539 . . PiArmii.t ri,'4,4-. .._/.j., .)_____cfni --., ___ DAitp 14p0-434.p..w,tRti _ 4 I --'-.1 OWIIEV'S tiattle _ ___Avitlq/Ji\-3 _ ._ Date Needed (-1.1 ,--/ ) .. Gen_ ciantracto ' .‹:., ----4--- i Subcontract ;- _...._________... --------------------- Contact IN-.Ambr ____r r''.'!"L)I ' (:-.1;;,..) •_,75:3--L? _ ________ ______________ Le taitiO fi .....,__ e,.." ---: !----.) _,.! ‘,"l';',-,4-/-2,4 —_ __ __._.---....---_—____. 1 \ 1 Date of I ns,p+F.,ctiDn ....___.,..,_____..7.,.......__ Type of Inspection L--__-_____________ ___ - --", . . ,:',:....‘..i..1.'_:. !; . . . .,. .. . L • .::-'.-- -. -;,%,r %4.!:7:•• ...;:'''La:;;TII! • , • •• . j• • Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Photte: (912) 786-4573 ext. 114 Fax: (912) 786-9539 4E-T7 c.)_1 15 LA, Permit No Date Requested Needed 4-171, 1\7175rk 'ADK:) Owner's Name Date N Wref_ bp IT t3,1 . contractor Stlhcrintracter Conazact Number V.) \ Location, / C4 13 Inspector Date of inpection Ori \ r,21.7uGH - Pion., of Inspection RP,8,9 Pais • TH Result Report P 1 04/09/2009 11:37 Serial No. CM35228060004 TC: 61065 Destination Start Time Time Prints Result Note Georgia Power gg04-09 11:37 00:00:46 001/001 OK gg Note MIX:: Double-SidedaBindingA Direction,Original: SpecialSorigginal. FCODE: F-Code, RTX: Re-TX. RLY: Relay. MBX: Confidential. BUL:�Blulletin. 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, LOUR:Receiving length Over, POUER: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 SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9 Phone L(So 912 3 38iS�-��oS 3 O -2 Ca - Z 4,.Z.S7 Location Address: L�,�/�/�j Lot# Release Date_ 'Type of Release: I. Temporary Permanent Subd Name: Electrician: �C��TtS t3 Electrician Phone Number: Owner/Builder: Phone Number: to l00—7s-3Z Location Address: Lot# Release Date: 'Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number_ Owner/Builder: Phone Number: 111/0 .4.11 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9 -37 Phone 912 040 24,&AO got,-Z8os- 0a.- Y 3o$- 2( 2S Location Address: 25-�j J , � �,a-9 Lot # Release Date: Type of Release: 4:mporary Permanent Subd Name: Electrician: OCR(.$3 Electrician Phone Number: Owner/Builder: /Vat-63 UU rt. 1 i Phone Number: 666,-7S jZ Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: . ; II , I' , ,iiik . . ' - i . / - Inspection Report I i /,, t ---, - 1 / City of Tybee Island ... / 1 - 403 Butler Ave. P.O. Box 2749 Tybee Island, GA, 31328 , Phone: (912) 786-4573 ext 114 1 , Fax: (912) 786-9539 1 _ i Permit No, J _I' , (..../ :1 .) i ri)ati-, lierguited (.„..1 - n _..) , ._.) ( i_.) •-.),t)t . r---"‘ Owner',74 Name i\ I ',1 V---ntm . _.... (... Date Needed 1„.2 t I Gn, Contractor \A, Lc') -- Sobrontractor _ —------ ----..., ,,, I Covitact Number -1-'4;1 `.21 I 1 \,,I .-, 1 - ,-,,, , i- ) --1 11 ■ ..,)(__: . -1 1 /1 * In'ireCtO ir*_...._._ '/I....L, .,...__.,..__ Date of Inspection ...- roe of Inspectio irl LL La.r.:', :1)_,) ----'-' — — Pass 15 fail 0 I , i . I ---, - '; t .. st,A /— I ' Or> l /1 # \ / 1‘.1/ //1 I I'' \ / 1 1 ' .....• inspection Report City of Tybee isinnd 403 Butler Ave. P.O. Box 2749 Tybee IsIand A 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 , Permit No. ,/,:) 5.-(1)/S-7 Date Requested A.411' //),) Owner's Name „, Date Needed 417 Gen, Contractor kiklibe, Subcontractor Contact Number L4Za • 2(:)2- Location 4 1/ 1 /' Inspector Date of Inspection V ,A) ; Type of Inspection rA/C.-1,47 T2474,(„4// - -2 A.,,1'5 ElPass /141 CJ11R j7 f■ic 44 Fail El . •.:Ae • •• • : . Inspection Report City of Tyhee Island 403 Butler Ave. P.O. Box 2749 Tybee Island., GA 31328 Phone: (912) 706-4573 ext. 114 Fax: (912) 7036-9539 • Permit No, CI t Date Requested 7 ( neell's; Name _ Date Needed 64221- Gen. Contractor _ ___ Subcontractor Contact Number Locatio . Inspector '147 -7-- Date of Inspection Type of Inspection t 177k ( L-s) ' - Pass 11 Pr.t A17.) 7F--*-1(7 .-)\(S-.1‹ Ji;'1,31-E7z Fail ( 'A) I • • • • • — - — Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 , Permit No is); c-Dc 7 Date Requested Owner's Name 1`,Af--'y'VC.),,,k Date Needed 3 o-7 Gen. Contractor Cubrontra_ctror Contact Number t --,3 , Location I/ •1 Inspector atc of Inspection Z777--2:tzg1 Type of. Inspection alz12,41/ cr- Pass 11\77 f# 1.\‘ - /„. , 11 65)DM r _ _ Ii Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 robone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Pc.rmit Po. ' I Date Requested 0 3 - 11 - 0 9 eOustier's ttiame V Date Needed 1\, 7C5 r2 - 0 Gen. Contractor '!'1 subcontractor Contact Nurnber \ KO- . f - () \J.-2 a ,■ taj, Loca .-ion X spector 2/`) , Date of Inspection j • ,• ,ern) Fype of Inspection r s (,) .0,1/4s,s, Pass 71 I 1 . . I :•,. -": .,.,.._,.-,. . ., 1 .,.. inspection Report I City of Tybee Is litn4 403 Butler Ave. Box 2749 Tyhee Isid2d,. GA 3I321--.N Phoe: (912) 766-4573 ext. 1-14 Fax: (91:?) j86-9539 , 1 ta — i Thi: --, ' 1 ' ■ . Pean it PO 9,, )war',; name ''..', ,'''.1 1 1 ..-;..1--, C e 3 te Needed G . .7orrtractor !. / .).-- tic i -i— Subcontractor ......._ ........—r- C a atact N umber -„,I h.Q,_)--- c::: ,e■ ------------------------------ ---) ,• •- ... ,4 i , U , ,1 Coate of Inspection ..-2.. , ! , -1 Type of Ptispeftion ,.._ Pass - 4-- - ! ,_.„. : ..... ,e,t8,ss 1 , -±---, ,.,. 1 , --,. . , . .-- / _,, ,,..: ,,... 1 .... . , I ' • . •, I.A1 I ...... i . ‘;L' . ±i ,..., . -," ''.-■ -.:* - - _ .... '' ' ' --• ... "' i , -''-' -- - i % 1 -'' -.." ' •1- K-= 1 ''..-.7.(„--.4.,/' ;:24-",-."1.„I'l.'I.7:: ,,,$)-"\-- , I [ I •sk ) - - \ • I - - . , Inspection Report LAI', of Tye IsiPrid. 103 Buties Ave,. P 0. BQ F. 274 9 ivilect Is6itd, G/ 31328 Pbone: (912) 786-4513 :1--...-ii"L 114 fax: (912) 786-9.539 Permq !1,--,. i--) '-i--(-1- (--) 1 C -7 _________ Date Requested 02 --. 1 ci - o Y Owner' \if s Name I , (--1 ,, i1.7),,-N Date Needed 02 i ,.. , Geri. Contractor \Ai°.... L., 3 i---k Subcontractor C.0 iltact Number i--' C4 .-, I i n4c,;.-- .. o, --) c.- —I— 1 • --, .-9 ;."-, c Z ' -z/zcioLl I Itspector ig Date of I vspection , Type of Inspect-fon __r 0 cl,,I--) ___e; 2,... "- -.."----- Pass reaul Faii U \C - .-- )-T.:.1.--E.t,34 i't S 7 1 i I l ---t) V)6 L 0...L.)., rt ib.`,\S ii--W'L Z---/ - _.■ ,--/ - -- - -- - - , • 1 l—• i r--) •.4v:4- . 3. • J ik_,1 . . . .. ‘,_.), . , .,.,.:,g!`„iCi.,„•c, :,!.. :••. --.-`,.. • • ::,..1-;:!: .,.. ...:,. . Inspection. Report City of Tybee Island 403 Butter Ave. P.O. Box 2149 Tybee Island, GA 31328 Pilone: (912) 736-4373 ext. 114 Fax: (912) 786-9539 ... Permit No„ (11- 6----- .-..),• I ';: 1 Date Requested i 0 - 3 I _ „).--- N.,.: _ ow.,es N a m e KI o:./0 .,-,, Date Needed i ! * — --.... .1 ....' - -----1---, . 1 1 . Gen. Contractor_LAIL 1,,,e,a__,L,c Subcontractor Contact Number _ 2:: ) - ) 2 ..., –2- '''''' .-7"-- (0 ' - Location _NI . 1 1,./ - r• cz, Date of Inspection /747/01b ,......,, i Type of !nspe:tt)fa L 1 LA , I 42E2 0C-+C.---ern ., ..- Pass Ea ,i ,,, Fail 0 / ~ \ T--....... ,. ' .- / IA , / , • ,.... .,..•", • • ./ I• Fron:CITY OF TYBEE ISLAND 912 786 9539 1012912008 09:40 #040 P.001/001 Wit ;3' . W.,,___41--- lk I 11V, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: 504,-24442 stiorWiPlugl Lynn Brennan M4444537 Phone 912- - _ Ca-�Y ' - 24723". Location Address: 2--5 1j h r: 5 a Lot # Release Date: M 2 -D$' rm.4r r e, ca -;o„_., Type of Release: Temporary ZPermanert Subd Name: Electrician: 0 3 e.. 7,,,__,, P,10,4.,-;,.. Electrician Phone Number: 356; 44?4 Owner/Builder: Z v Ivy V Phone Number• (o (o Q- 6 32- 00-01 S? Location Address: 2.S- B -77:i" 1 c". 10 r:Sa.. Lot# Release Date: ( 1 9__ /Permanent re(naaL or. Type of Release: Temporary �/l,Permanent Subd Name: Electrician: � .Q.,Q,.�r 2� S"►e: Electrician Phone Number: 3$ Owner/B der: :J N 0 , Phone Number: (p(d 0;`7 6 32. Q 5.-0 (S'7 Location Address: 2.1 1 ,.1 tar so.. Lot# Release Date: 1.O.2�ro g' _ / •ter- re 17-7:47;;;;N., Type of Release: Temporary V Permanent Subd Name: _ Electrician:b5teS642,R, r l c c:,.., i Elecp4cian Phone N u m b e r: 3 S5- 414• Owner/Builder: ;‘.l N G1 V o in Phone Number: (01i O -./5 3 2. rr+�i��rrn�ll��rrnr�rrr r-rrlw n��- ie - ■rr ■-ISM I-"--II un r .‘, Inspection Report Cy of Tybee 463 MO:let' Ave. P.O. Box 2749 Tv bee lisland, GA 31328 Phone: ( 11) 7116-4513 ext. 114 F4: (912) 7f3f.,-3534 Permit No_ Date, Requested 04-6 Owner's Name 1\1 n. Dute Needed Jo Gen, Ct3ntr3ctor( - Subcontractor L/ 0,)\ e u E,ntact. 'Number ci- (,) Location ± r inspects r 11,1 Date of Inspection — Type of Inspection Pass '7)C Fail [:1 4:- - _ _ T}{ Result Report P 1 10/29/2008 09:41 Serial No. CM35228060004 TC: 7294 Destination Start Time Time Prints Result Note 3062646 8g10-29 09:40 00:00:48 8g001/001 OK gg Note MIX:: Double-SidedaBindingA Direction. TX. SpecialSooriginal, FC DE: 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 SAVANNAH ELECTRIC_FAX TO:Lynn Brennan soa:2=o.s.gwa,sa7 Phone 912 8-a t S'7 Cerro-1,f +tft- a 2 b2s- Locatioa Address: — • . Lot# Release Date: 1r) - 29-,p Type of Release: ` Temporary t�Prermaae�a r ` Salami Naame: Electrician: 1. )5 ` S oe t.t a c -r: _ Electrician Phone Number: 3SS a"�$ Owner/Suilder: J Phone Number: CS, Co Q- c7S-O i S'7 Location Address: Z S— a 1 y {o r:Sa Lot# Release Date: IC)—.Z?-c ' Type of Release: Temporary. c-r- r e(o�o�a. :o.� Typ `. Permanent Saha Name: Electrician: ��S 1D P_Q�f ���d-� r c� Electrician Phone Number: 3 SS— i4-'4 '� Owaer/Builder: z:✓ 1'o_v e,r� Phone Number: (p (p ID- '7 5 3 Z a$ Location Address: Z� { f {o r :So— Lot# Release Date: j Q-24-a S' / r. 1 Type of Releese:t 1 Temporary i �/ Perms neat Subd Name: Electrician:OS(e o s2� �6 e L'�1 r: Electrician Phone Number: 3 SS- 1-f g'-f Owner/Builder: ?:../ N Gi Phone Number: (0 L.0 - ']S 3 2- *-11 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan M444=35-37 Phone 912 3' 3ocv•2lo&U0 306-2W0S- 4,..a=r5z00-3 00...+11 34- 2 tzar aS- 5'7 Location Address: 2- --ry � f S ar Lot# Release Date: (Q - 29-o$ mar4-e3' r e( o c o r� Type of Release: Temporary /Permanent Subd Name: Electrician: 03 \e5 , j.J E(Q c-c r:e_. Electrician Phone Number: 3 5-6- 41-I-? Owner/Builder: Z; j 1400/Q r, Phone Number: (o (p 0- r]6 32 Location Address: 25- 2), f p f;Sa, Lot# Release Date: 10-2?-0 g IM ..--t f re d oca'-S oir. Type of Release: Temporary ✓ Permanent Subd Name: El ctrician: Q \e.5 SaeQJ bI Q C,4 r; t, Electrician Phone Number: 3 SS-- - y- Owner/Builder: 14(1.V O k— Phone Number: (p to 0- 7 S 3 Z D -0 Location Location Address: 2 -7 ( ,� (a r :So- Lot# Release Date: (o-Zq-a 'Permanent IrrQ e re 10c o%4. w Type of Release: Temporary Subd Name: Electrician:Oglesbko C L'4 r Electrician Phone Number: 3 55--4-Lg4 Owner/Builder: -Z.;1/41 NI4 a V o h Phone Number: iota 0 - .15 3 2- Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2149 Tvbee Islan(1, GA 31328 Phone: (912) 786-4573 ext. 114 Fzz: 912) 786-953.9 Permit o. Is) (2) S1 Date Requested 10 (0 - Ommer1'.y. erne NNI 0-00 DrEte Needed 10 - 1 -) - OF -----(- GFror ntractor Liubcontractor Contact fiLtrnber 0 - j 3 , - L,L)caord 1_1_30 insp 7.f.c.to ; Date Di Inspec.tion --z, 1_142.1/ Type of Inspection r\ :5 p I Pass Oti Fail Ej _ _ _ 1 . - - ; • .,..„. ,.:-Y.-•-.1:v+.:- :■;: • .,,, .\.':.••• ....::: .,... ...„ .,,,, Inspection Report City o Tybee Island 403 Butler Ave. P.O. Bon 2149 Tybet.a Island, GA 31328 Poe: (912) 786-4573 ext. 114 Fax: (912) 786-9539 (,fil ri' 0 I 1-"—1'7 Perrnit N . __ - i s._.) Date Requested ! (--) '--- ' 5-OF 1\, L."r,-, Owner's 11 a ril e I N --V C") 1\ Date. Neecied I ______ \i'd t 1 I Gen, Contractor 12 \-,•.„ --- 1- Subcontractor —_, ,----1-.) ( 10 (0 Gl_ :',.)--. 7 5:5 2- - _ _ T. . .„..,1.._1 , L.0 CZtiCP il Z- S / r , Inspector ,--7 it/ Dat.4. 1-.)f Inspection .• ,, I \ , Type of nspectil)n • , 1- e , , s p ( (...,: , 4.._ 0 4., r% <8' ,-. 'T.....VrcZ.,') Pass •....., . r -- 1 Fail El ., . V '' • "1-'':;•11-/-•-kTIZT 1:--1-1 5-ri 4---.1"-(-•=r 1 C-- , /1 .4t4-1-7:CA)(:4‘\- 2;•AT: / . __ _ __._ _ • __ _ , . . , • .' ,.: ,..::::::0:i..;,-,. • - - . - ..... -.... •':::::: i . . inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit N-71. _7______ Date Requested I (.() -- 1 - Of Owner's Name TV ;I j-),--- Dat.e. Needed _ ) 0 - ,-- 0 ---,, --f- . Gen. Contractor _Yq e__ „L-.) .,.L.--I-- S u bco n t rac to r . Contact Number P i•Lf). J ( CoD — 7 5 -2 to - ' -- Location _____ r--...: ,_ t 4 __, i 1 inpec.to F '211_ Date of Inspection /0/2,%/ utS I , tn, Type of inspection _ --1- c:,'„,:,-) '-i- • Pass 0 ,.1„ , ._ L ; ,......,, ,,„c-4,00., p. D+- 1(;s -7-1------ . . , ... f-cK.... I Fail illa ii, , i..... ......._ iii 1.-c..., ,s,,...‘t.i.,3 •,,ivi (- 1-1-; .7- .. .. : ,.. Page 1 of 1 James Hardie Building Products JH/WA 120-04 HardiePanelTM Vertical Siding and Matrix CladdingTM ASTM E119-05a, CAN/ULC S101-04 2 Hour Fire Rating Load-Bearing Wall Assembly Full Design Load (ASTM E119) 80%of Full Design Load (CAN/ULC S101) 1e. oInl.�. • . . . . . �. . ! e e - i I I • _ I . I - _ I e f . I .. ` e • e e I , I a e . - I I e e e t 1 0 1. CERTIFIED MANUFACTURER: James 3. Gypsum Wallboard — Two layers of Hardie Building Products 5/8-inch Type X gypsum board or 5/8- CERTIFIED PRODUCT: HardiePanel TM inch Densglass Gold board installed on each side oriented horizontally and Vertical Siding or MatrixTM Cladding fastened to the wood studs using 1-5/8- Fibre Cement Board - 5/16-inch thick inch DW screws every 8-inches on fiber-cement siding panel fastened center for the first layer and 2-1/4-inch horizontally to the vertical furring strip DW screws for the second layer every 8- (item 2) using 1-inch 16-gauge finish inches on center. All joints an screws nails every 8-inches. covered with joint compound. 4. Insulation -Stud cavities filled with R12 2. Wood Studs — nominal 2 x 4 wood un-faced fiberglass insulation. studs at 16-inch on center, fastened to top and bottom plates using 3-inch Chatham County framing nails. k REVIEW FOR CODE COMPLIANCE i r1� �\O\ xO6 r q'a �' s„�3 s18 Every effort has been made to identify�nt� n } .�o code violations, no oversight by the Tile reviewer reviewer shall be construed as authority €� de to violate, cancel, alter or set aside any applicable codes or oriinarces. The review and permit should not be construed as a warranty or guarantee. Date Created:July 24,2008 ©Intertek not Testing Services 3 ri I Project No:3140071 Date -5l 1111:111111aviewed By 2,S "[`C er4 4 „,, . lei ` Ni • ilcia, 11, i - r. 40 4it, 464,434:0001,‘ Petitioner: Paul Theron for Ziv Navon Project Name/Description: Commercial addition to existing commercial building Property Address: 25 Tybrisa St., PINs 4-0008-04-001 & 4-0008-04-011A, Zone C-1 Zoning Action Requested: Site Plan Approval (Section 5-080) At a Public Hearing on November 29, 2007 the Mayor and Council of the City of Tybee Island determined that the findings required by the Code of Ordinances for the granting of Site Plan Approval had been met. The petitioner is hereby granted: commercial addition to existing commercial building contingent on drainage plan being acceptable to the City Engineer and the Planning, Zoning and Economic Development Director. P-.; ;•ner ilex/ Date / c307. • :nni •, Zoning & Economic D to De - - ,ment Director :/ j :yor Date 1J� LOCOS3 . 1 �30 p`7 Clerk of Council D to CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEES DATE ISSUED: 06/12/08 PERMIT#: 080157 WORK DESCRIPTION ENCLOSURE/ADDITION/ELEC/MECH WORK LOCATION 25 TYBRISA OWNER NAME ZIV NAVON ADDRESS PO BOX 2018 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WE DO IT CONSTRUCTION ADDRESS 43 ANGE ,OAKS DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 680 OCCUPANCY TYPE U TOTAL FEES CHARGED $1,291.25 n PROPERTY IDENTIFICATION# PROJECT VALUATION $35,000.00 ENGINEERING REVIEW FEES TOTAL BALANCE DUE: $656.25 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: �Abu/ 4, �� %J f (% I 3-D?' ,-„,o. " cn o I a T° p D 0 (4 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 -3 _ 8 m ,I p 1-,c) VJ >a "1�4— (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC, 636 Stephenson Avenue,Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net INVOICE June 12,2008 Invoice#20800101 Diane Otto City of Tybee Island RECEIVED P.O. Box 2749 Tybee Island, GA 31328 `�" D(0/2_Off' Phone (912) 786-4573 Fax: (912) 786-9539 RE:Aloha Addition at 25 Tybrissa Street 01-18-08 1.00 hours Meeting at City Hall and site with Owner and Architect n.c. Review of site plans by Architect and Engineer 03-06-08 0.75 hours Review of 1St submittal of plans by Boswell Design Svcs. 03-11-08 0.75 hours Review of 2nd submittal of plans by BDS and site visit 05-22-08 1.00 hours Review of 3rd submittal of plans by BDS 06-12-08 0.25 hours Review of 4th submittal of plans by BDS and concurrence 3.75 hours @ $175/hours= $656.25 Total Due This Invoice 7220- 52 -( 2c 2 r+ , • dc12c 4, p0g'-- 015'7 • 4-0 -ECU "-An 'kr 3`)`" pito. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a bellsouth.net June 12, 2008 Brannyn G.Allen Director of Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 E Tybee Island, GA 31328 ==' Phone (912)786-4573 Fax: (912)786-9539 RE: Aloha Addition at 25 Tybrissa Street Dear Ms Allen: We have reviewed the revised plans stamped 01-07-08 on the above referenced site by Boswell Design Services. As this review is for land development activities for development of the site, 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 Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that the construction portion of this 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 advise if you have any questions on this review Sincerely, Az Set/ Downer K. Davis, Jr., P.E. President 2080010E • IP CITY OF TYBEE ISLAND BUILDING PERMIT ADDED VALUE DATE ISSUED: 04/21/08 PERMIT#: 080157 WORK DESCRIPTION ENCLOSURE/ADDITION/ELEC/MECH WORK LOCATION 25 TYBRISA OWNER NAME ZIV NAVON ADDRESS PO BOX 2018 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WE DO IT CONSTRUCTION ADDRESS 43 ANGER OAKS DR CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 680 OCCUPANCY TYPE U TOTAL FEES CHARGED $635.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $35,000.00 ADDED$3,000 VALUE TOTAL BALANCE DUE: $ 24.00 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: g g P P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA / APPLICATION FOR BUILDING PERMIT r s°l Location: ,2_g PEN# NAME ADDRESS TELEPHONE Owner Architect or Engineer Building y Contractor P L'l ,-2 ' 4* ' Gr s e- `tie- 12 �-c (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery Minor Addition El Duplex El Demolition rl Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: L l o5 c, � Q , --�` Q �� Estimated Cost of Construction: $ '2 P470 - Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space(total sq. ft.) (n,S0. C l e La) #Off-street parking spaces Trees located &listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # 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 • On-site waste and debris containers will be provided by Construction debris will be disposed by by means of 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: j 7 p,: Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached 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: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer O; PI•� Inspections g(o. Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager OP (ego 0 X• o _ 340. TOTAL &`l, ��-� DWG Cc MU I'uou l '5". GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. if 2 - 0 3 Undersigned Date F17- Printed Name Office Use Only: Project Address: Permit Number: MapIT,by BinaryBus http://www.sagis.org/app/default.htm SAGIS [Color Selection pi HELP Property Analysis Tools 0 Map Tools I I©I NI I i Al o la Map Size 11 Property Information ' 0 9,...1 Email this property 3c ._ r "t *i ice' _ 7 ' -"" � � f Parcel ID: 4 0008-04-001 r .., �/ -134 • ---4.1.„,h fir �# Owner Name: 27 TYBRISA LLC it r5 1 ` _ »1,b470i----Property Card 9 ' '`5°.15 :5;)6/7.2 fZrr� t � Link: CLICK HERE i - /I , 7""� (14 k - f3 14 67 , 43 7 T';f "x e TYBRISA ST 000027 F 49 f4 1 a 1 3 x s z oo f f43 ' of ;; fa+ ', 1G Flood Zone: TYB , f T 1 l et "alp.d.' ' r5 Peal Aldermanic f ea - 34 Code: Unincorporated Chatham County ry o `t , ..-.: 1 11n (3) ' ;xi, .` e ; • -+1A -'.�, 1113 "I42 ;..... Code Commissioner 4 ` ` 43 0,1 z „ �, f, , f7i f8J via KS f r. gip < _ _ Sy) Patrick K.Farrell r 1 � Phone:355-6699 firt 11 .Zip Code: 31328 4� 4 f3J 53 ,r 4 ft 'a4 , '1, 3 A4 r 30 ff f1 f �a Neighborhood 02050000 r' ,�' .,A r•"`a+" Code: " .- a . I tar JIM /4 Calculated 0.09 tip,. w: db `1att fgJ '-. Acreage: ,., r t _ - z IF r 12 6° 1 yr. r' f7J ; t, . ,., .:M 11 " C r.,_ '�.3: . Land Value: $526,500 7 Building Value: $214,000 It ` '• " ,l - IW ',' a ` 9 I w r Real-estate r Value: $740,500 Selected Property:4-0008-04-001 0 ' P Sale Price: $0 ©Property Search Results Market Analysis Results Property Comparison Results Sale B,te: -- --'---- ADDRESS SEARCH:25 TYBRISA IIIIEESMO =Mall II= Information LI Select the MaP option to view property details Disclaimer: REC PARCEL# OWNER ADDRESS This website is a public resource of general information. 1 Map 1 4-0008-04-011A 25 TYBRISA LLC TYBRISA ST 000025 SAGIS makes no warranty,representation or guaranty 1 of 1 10/7/2008 2:37 PM MapIT,by BinaryBus http://www.sagis.org/app/default.htm SAGIS [Color Selection a HELP Property Analysis Tools C2 Map Tools j l 1 4 ® i 14 i ,o a Map Size Property Information r ; 11f �R ,-,. S 2/0 2y, Email this property € `f i 40471 t 70 7 3X�� taParcel ID: 4-0008-04-011A c F� Owner Name: 25 TYBRISA LLC q 75 4 �• t :, fs7 del fi 2s Property Card CLICK HERE 1 ,►., *" ?, , rj fr Link: — rt �?` � - f3� i s 60 . +""rte 42 ti,Lye •Property Address: TYBRISA ST 000025 1 _ r fq f* ,fry 13. ., ,� f3 ;fig ' x t Zoning: C-1 :1 A. f ' `�' 'r L , ` M g,... ry g a. ` --,_, f f x 4 Flood Zone: TYB + i .;r. —d '„1'�,.. 1e 19 1 ' Aldermanic Code: Unincorporated Chatham County - 2 �'::::114:; 8x .` ):;(*5111.1)8 f5pj 51 r +sq Commissioner Patrick K.Farrell - ` , '" - . • _ 1A .43 1� ata p a •. Code: Phone:355-6699 „ � - - ° .' ' - , - f Zip Code: 31328 • f ¢ 2 e� f?) fej 9 $ tas E . illi g 02050000 tsR • fs1 30- (T,t f►� ton l' Neighborhood fill- . - 3 . t4r Code: _ ■" ear-.. f ( « Calculated -i - la t'1 1t 0.12 .= i '-'31-.., �is rf 4.04 Acreage: .1 ? 19 701, ' tad f9) "— Building Value:Value: $110,000 « F.` z ` fsj t2 r,F r �,,_ _11 ,. .. of �- y4 J f "' a 'li0 so ,,ii Real-estate Value: $553,000 eb 9 f,t` Sale Price: $0 t Sale Date: Selected Property:4-0008-04-011A 0 D D/MM/YYYY 09/20/2005 ©Property Search Results Market Analysis Results Property Comparison Results LT 3+PTS OF 2+4 RESUB ADDRESS SEARCH:25 TYBRISA Information 0 Select the IMBI option to view property details Disclaimer: REC PARCEL# OWNER ADDRESS This website is a f bli uc resource of general information. p g 1 65131111 4-0008-04-011A ' 25 TYBRISA LLC 'TYBRISA ST 000025 SAGIS makes no warranty,representation or guaranty 1 of 1 10/7/2008 2:36 PM CO•P'' OF cF�6> JEFFREY& MAMM III 2"x4" STUD WALL t. 5/8" 9ss/s-/�pEAa,\�`, 5/8 GYP SHEATHING TYVEK STUCCOWRAP PART I 11PROH IN wNOLE OR IN PART IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION. DRAWINGS WEATHER—RESISTANT ARE THE PROPERTY of DIVERSIFIED DESIGNS P,c. J BARRIER METAL LATH • 5/8" GYP TYPE 0 V EXTERIOR STUCCO • • W Q , i � - BATT. INSUL. aTe E z A11 G tru Dri fr ,od2 -C Tie t't ra io1 l U is ,I twditicn and State of Georg 8 Amendments W U) W i ; i UL Des U301 (2hr. Exterior Fire wall) — W g g CI CI Wd Stud-2 Layers 5/8" sheetrock brand J Chathaul County Y Gypsum panels, Firecode core, interior-2 W z N co REVIEW FOR CODE COMPLIANCE layers g" Sheetrock Brand gypsum sheathing > Q c-h every eflfort has been made to identify fireecode core, exterior-2x4 16" ai �- code viclations, no Oversight by the reviews shall be construed as authority o,c1-base layer att with 1-g" nails 6" °C "' to violete, cancel, alter o . set aside W any applicable codes or- ordinances, The Q,c,-face layer att with 2-3" nails 8" o,c, Q4� review ad permit should not be construed Y 8 N as a warranty or guarantee., ; - - joints-e x p of fin- UL Des U301 • t RAWN BY: SR Reviewed By Date . 1-5/661 CFEC BY: DATE: 03-02-09 SCALE: AS NOTED 0 2 H R EXTERIOR FIRE WALL PROJECT# 00.000.00 SCALE: N.T.S. 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P:0104 b! . 'CM; tQe7 /3©X 2e,:$6, r 4e 0 .r . Ga. Z (q/2-; 48O '-''' a • ` / / / . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Po Wei i h t / / 9' =gy.<Q_:og / / / / / o e/ . Waermeters / /� � / /_ , . _.__.v 1��. 1� in Conc.OP p � Conc. Walk / / / / /IF S 7 l °00 '00 "E \N • --� 200. 00 ' / •/ / / / 0.9 52.5 1.2' /, / 0,9 • 126.7' _ • N / N / / / / / 0.5 / GENERAL BUILDING INFORMATION NOTES, -2 R ^ WAVES / / / � CC/ / 1. NEW ADDITION = 854 of / / p. I 26.3 ALOHA 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS / / / / PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, U / / — / / GEORGIA ORDINANCES. �` / SINGLE STORY 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION / I / / , , WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. / �. / / / - ?....t BLOCK & STUCCO ^ NEW 94 x 6 W / / ALOHA W/ / TWO-STORY BUILDING In / --•� o / / / O BLOCK & STUCCO FF. = I _•29 / / I ADDITION / / p BL FF. / / GENERAL DRA?NAGS NOTES: .1 W / / ^ BUILDING 9. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF III C Z / V• 0.14 cis DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. N / / / ►�tvi SINGLE-STORY 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED C ) 0 < (, 0 �p / / aj' BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW [� (�In / / BLOCK & STUCCO Q o FOR PROPER DRAINAGE. / / BUILDING PROPOSED DIRECT BUILDING RUN-OFFHAVE THE NEED OF GUTTERS AND j` t� ¢ (. 2 / / / / - v 'do' L / FF. - 14.43 W / , 4, OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING Z Q N � �` I O.5 / ' / CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE (9 Z '- 0 / / / / 26'.3 30.9 / SYSTEM AND EASEMENTS. O z m / / �'' WOOD PORCH / z Q / / / 2g 1� ' 06 / <- =� / I.n� �. / � RETENTION DEVICE NOTES W / r A C Pfd � / /(�,�) / / / I�Otiv Pole • / 1, INSTALL RETENTION DEVICE AS SHOWN ,4 C Pads ,4 C Pad r� 49 ^ / AND AS PER MANUFACTURER INSTALLATION / 1 /Rs ; ^ �' INSTRUCTIONS AND RECOMMENDATIONS. 0 r`o`� ����. oa ' N7 l °� o 'oo "W ° I' 0 5, as / / / / �,2- o 53• 2, INSTALL MANHOLE OR OTHER DEVICE AS / / / / IE 99, 0 -- <1 48.9 INSTRUCTED BY MANUFACTURER FOR ACCESS, W / ��^ i I A/C Pad MAINTENANCE AND INSPECTION. V I N / / / / C , �` O A 3, GRAVEL MAY BE PLACED IF RECOM MENDED m s _ O BY THE MANUFACTURER TO AID IN BEDDING . 2 / /� / �— N — — �� �— — ', " �_ /° `� 7° AND INFILTRATION, o 0 YARD INLET CONK CTED p ski to /� 4a. Oa t7/ N z J d f0 FETE TION ST/RUCTURE/TO 4, CLEAN ALL LOOSE SEDIMENT Off? DEB1`?IS FROM o o o N SUNCTION AS Ald OVE Ft{OW - BOTTOM OF RETENTION DEVICE PRIOR TO l�UI��L Wood Fence Chain Link Fence PUTTING IN SERVICE, TOP 15,40 o , o © © /� ° 0 --1---' 60. 00 ' 00 W , F lfi 0 f— LEGEND 0/2C NEW GUTTERS AND ITEM EXISTING PROPOSED Q <z - z 42 LP OF LANDSAVER LS-3059 DOWNSPOUTS TO BE TOPO �`�� 2 3 O ( p CHAM5ER OR APPROVED EQUAL AT DIRECTED TO O -- INSTALL MANHOLE OR OTHER UNDERGROUND - - - - - ( w CO j CONTOURS 12 0 .9 2 DEVICE AS INSTRUCTED SY RETENTION Lc � � U7 MANUFATURER FOR ACCESS, Lot 2 DRAINAGE — d o o C o MAINTENANCE AND INSPECTION, Lot 1 FLOW --�— _ L.- U I ARROWS Oi tL Z 0 TOP OF d 0 0 PARKING 12. O W >_, < , SLAB z H- C.9 STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, OF 72 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONTACT PRA IORNTOU DIGGING HOURS CONDUCTED WITHIN THE 25 OR 50 FOOT ?ROTE STREAM BUFFER AS MEASURED FROM THE 'gyp POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES r\cY1 AND PERMITS, 1`it l , UTILITIES PROTECTION CENTER 1-800-282-7411 NOTES: . GUTTER NOTES: 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED f. OUTTCRO AND DD1ti?JOf"OUTO Ol►ALL OE UTILIZED TO DIRECT NEW GF,0 R /,� UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. PROPOSED SITS PLAN 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL 1" = 10' , CUTTCi2C GII .LL BC IPICTALLED CO THAT ALL D011`NCPOUTC s ;' . EXISTING UTILITIES PRIOR TO COMMENCING OF ArC PLAOCD ON TIIC OOUTI i, CADT AND 'WC0T OIDCO or NEW No.28312 WI CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT 0T1:UOTURC TO DIRECT ROOT lZUtJ Ol-i-, PROFESSIONAL WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL 3--1©"e o BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, ALL DEMOLITION WORK Special- Pre-Construction Note : '�' 3, CONTRACTOR IS TO COORDINATE W WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR FEMA MAP NOTES GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE Contractor to verify all- eXating and proposed 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA structure locations idrainage,ordering sanitary, etc,, CONTRACTOR, "A8" ACCORDING TO FIRM COMMUNITY PANEL NUMBPR tops and depths prior to ordering materials or DRAWING NUMBER EASEMENT NOTES: 135164 0002 C, MAP REVISED TRAFFIC AND RIGHT-OF-WAY NOTES; SPECIAL CONSTRUCTION NOTE! beginning construction, 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, JUNE 17, 1986, DO NOT ABANDON UTILITIES IN PLACE. 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE 11= THE CONTRACTOR KNOWS OR CAN REASONABLY. 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 2, THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ' 1"RECORDING. THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION PERSONNEL IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1 = 10' C....2 CONSTRUCTION. SST AT 14,0. PERSONNEL, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED REQUIRED COMPENSATION FOR ANY WORK 8E EXPENSE INCURRED ERROR, HIM FOR WORK 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO FROM THE CITY OF TYi3EE ISLAND PRIOR TO COMMENCEMENT REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY X TREES TO BE REMOVED, ANY CONSTRUCTION ACTIVITIES, OF ANY WORK WITHIN RIGHT-OF-WAY. OR CONFLICT, 0 10' 20' 25' 2 OF 7 SHEETS o/ / / / / / / / / / / / // / %'/ / / / %/ / / / / / , / / / / r _ - l / n ,, / / / / / / r `�` f (� / / / / /` (0 Power Lrg�h t / �, r_. ;,.r / / / / / / / / / / / /N / / • Pole / e�:s�d . I .N' Water rr� eters / / / / �. � 3 •, Edge Sid / / a — f --- / / / _�. / - J - - i — // / ...... �s,v » //7 (� O/� �. ... / 0 OP o � -Co-n c. Wall / / /cra cbPKF S7l °00 '00 "E �� 200. 00 • / / / ........... ........ ... 4 , �� 0.9 ' 52.5' I i/ / /1 0.9 ' i 126.7' / / ' i / ° / / / / / ^ �•5 WAVES/E C // / { j GENERAL BUILDING INFORMATION NOTES;• I O ,/ J / /` i ' 1, NEW ADDITION = 854 sf _ _ / / /' / 1 0 26 3' I , % / ALOHA 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS / I / •' / ,% 1 • PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, U vi ./ / �" / % GEORGIA ORDINANCES, / I S/NGLB-STORY �` / 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION // / / J STUCCO % i / / / ' I / / I WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS,tv,/ BLOCK & NEW 14 x 69 / % f / ^ TWO-STORY BUILDING ALOHA 0 BLOCK & STUCCO F 16'.29 '/ / ' ADDITION o / / / / / 0 / / / GENERAL DRAINAGE NOTES: "�� d" �- W / • 0 / i 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF W m Z / I i /�./ w • 0.14 cfs DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. > N I / , /I " i 11VGLE—STORY LLI — / 2, THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED / / / EXISTING V ' /� & STUCCO BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW (Y / .� i' 1 BL OCl1 OC J TUCtC O FOR PROPER DRAINAGE, D O J / / �- / (,) WALK Q%i i BUILDING Y G 3, THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND j(3 m / ,�[ ! DOWNSPOUTS TO DIRECT RUN-OFF, T��� • / / / / • / 5" i/ / % �/ • = 14• 43 I 4, OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING V 1 Z N �� / I/ 0• i i / i CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE i 26•.J �3�•9 i' i / SYSTEM AND EASEMENTS. 1�W CO p z 0) m / �i/ / / 15. ' WOOD PORCH II! / �' EXISTING i i } _ Q / /XIST NG/ 152 L ! x1��' , j / /� BUILDING �� / �r / �� A/C Pad i I RETENTION DEVICE NOTES : LL1 ���� / Power Pole i �, 15,53 ,.,/ 1 INSTALL RETENTION DEVICE AS SHOWN / / / �_ 15,5 �__ �_ /„� �1� 36� ��� A/C Pads A/C Pad AN D AS PER MANUFACTURER INSTALLATION / , 5 1I t� 1 / o �� 7� jig �,,� 7 INSTRUCTIONS AND RECOMMENDATIONS,/ i % , do. 00 - N7l 00100 W I! , o 53.5' CO // / / ; 2, INSTALL MANHOLE OR OTHER DEVICE AS / / / IE 11, 06 ' ^ I \� 8.9 ; ! INSTRUCTED BY MANUFACTURER FOR ACCESS, o A/C Pad MAINTENANCE AND INSPECTION, U O^ 1 �^ 14, 8 `,;' c o c 0 _ ! j 3, GRAVEL MAY BE PLACED IF 'RECOMMENDED 3 m a•00 O 01438 I -I o N - - -- - - •--• O O __ = - ` - �, I. BY THE MANUFACTURER TO AID IN BEDDING (N T 0 ♦ 0 140. 00 ' I N71 °001001114 AND INFILTRATION, o YARD INLET CONNECTED s .4, CLEAN ALL LOOSE SEDIMENT O . DEBRIS FROM o o CO N TO RETENTION STRUCTURE TO i Wood BOTTOM OF RETENTION DEVICE PRIOR TO FUNCTION AS AN OVERFLOW ! 0 Fence Chain Link Fence PUTTING IN SERVICE, BUBBLER .S:) 0 TOP 75,30 O -- ,s �� /,QF O c REMOVE �''' � 60. 00 __ N71 °00 '00 W 0 � EXISTING Co,7 WOOD DECK I LEGEND C, NEW GUTTERS AND AS REQUIRED I ITEM EXISTING PROPOSED d d • DOWNSPOUTS TO BE z O Q 1 DIRECTED TO TOPO ��' 12,3 O O !z O eL I UNDERGROUND - _ - - - ow u-1 Ill L RETENTION - EXISTING Lot 3 CONTOURS 12 0 2 i- ROOF AREAS ARE NOT Lot 2 DRAINAGE d TO BE CONNECTED OR Lot t FLOW -•-- • — = d ° U LI DRAINED INTO NEW ARROWS O RETENTION STRUCTURE ; d� O_ TOP OF 0 TPS d x PARKING 12.30 w m H 42 LF OF LANDSAVER LS-3051 CHAMBER OR APPROVED EQUAL AT 0% - INSTALL MANHOLE OR OTHER STREAM BUFFER ENCROACHMENT NOTES . DEVICE AS INSTRUCTED BY 1 1, NEW STRUCTURES ON THIS PROJECT DO NOT MANUFATURER FOR ACCESS, I I ENCROACH IN THE 25 OR 50 FOOT STREAM MAINTENANCE AND INSPECTION, BUFFER, • I i CONTACT A MINIMUM Df 72 HOURS i ( 2. NON-EXEMPT ACTIVITIES SHALL NOT BE PRIOR TO DIGGING -- --- - -- - ' _ ------ —_ - -- ------- ! ----- --- -- ---- CONDUCTED WITHIN THE 25 OR 50 FOOT J S,S�°TE�, 1 7 STREAM BUFFER AS MEASURED FROM THE �� r� POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES • AND PERMITS, `t<�, Yw UTILITIES PROTECTION CENTER NOTES: 1-800-282-7411 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, GUTTER NOTES: ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 1, OUTTCR3 AND D01}'tJ3C OUTS ON ALL DC UTILIZED TO DIRECT NEW. F,O R G/ UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, PROPOSED SI T� 1°L.AIV ' ' V �\S T R4 in 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL 1" = 10' I =.. „ EXISTING UTILITIES PRIOR TO COMMENCING OF s. OUTTCTIC CI ALL I3E INCTALLCD CO THAT ALL DOWNSPOUTC 28372 M .At;C PLACED ON THE 30UT11, CAOT AND !%'C3T 31DC3 Or NEW * PRpFESS I. CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT 3TRUCTURC TO DIRECT root RUN Orr, WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL . - .0°C3 BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, F'I G 1 NEti��� 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK Special Pre-Construction Note : 9 '`� I30 ` � WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR FEMA MAP NOTES : GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE Contractor to verify all, existing and proposed CONTRACTOR. 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA • structure locations (drainage, sanitary, etc.), "AB" ACCORDING TO F.Z.R,M. COMMUNITY PANEL NUMBER tops and depths prior to ordering materials or DRAWING NUMBER 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, EASEMENT NOTES: 135164 0002 C, MAP REVISED TRAFFIC AND RIGHT-OF-WAY NOTES; SPECIAL CONSTRUCTION NOTE; beginning construction, DO NOT ABANDON UTILITIES IN PLACE, JUNE 17, 1986, 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE IF THE CONTRACTOR KNOWS OR CAN REASONABLY 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN IN EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED RECORDING, THE 100 YEAR FLOOD ZONE WITH A MINI UM ELEVATION COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' CONSTRUCTION. M PERSONNEL. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED C....2 SET AT 14,0. 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK --J 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY = 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT X TREES TO BE REMOVED, ANY CONSTRUCTION ACTIVITIES, OF ANY WORK WITHIN RIGHT-OF-WAY. OR CONFLICT, 0 10' 20' 25' 2 OF 7 SHEETS • ' / / / % ` / / / / / / / // / Y' i / 1/ / / / / / / / J= ic.a g_(/ / o Power/Light / .___1 �/ j / / / / Po 1 e �' Ed �e Sld Wafer Defers 13 •, �• / / / _ % / i - --- - - - -- -- - - o / / / �` » v�." I I 1 t, O / �, OP O � nc. Conc. Vi/all� , ` / / / /� �PKF 57 °00 '0E � ' 200. 00 � / - - ; / / / 40 1 52 5' ' ( I/ i C1.9 2 ' / , ' ' 0.9 126.7' • / / i�•5 / c // / WAVES GENERAL BUILDING INF0T2yAT10N NOTES; W I Q / 1. NEW ADDITION 854 sf ' / / / Q j,� ', j L O HA 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS /1 , , 26.3 (3 /' / '^ i PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, / i / / CO 14 43 / GEORGIA ORDINANCES, 7 � SINGLE-STORY l//ass me'dJ ' 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION / /� i 1�' WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. / �. / / BLOCK & STUCCO :- ' % �, � NEW 14' x 61' I � / / / TWO--STORY BUILDING ALOHA / O BLOCK STUCCO RF, _ x .29 �' /To, / ADDITION I o GENERAL DRAINAGE NOTES: C / / / / / o , ./ / / l > �- z Q �BUILGING. �, I / /� / I 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF W CO / / Q) 0.14 cfa DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. ' ' < N v� o 1 I, / % = SINGLE-STORY ; t.11 / / / t i /1 / OSHA APPROVED 2, THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED (f) 0 (3 =O f / Q EXISTING V/ / , BLOCK l� IX STUCCO BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW (Y CO FOR PROPER DRAINAGE. O J HANDRAILS TO Z < w . w 1,///`") /c)(1),/ / / i - WALK ACCE Ss j' UILDING 3, THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND f t1 Ur/6/ �. / / /i / /. I 1 �f �J i DOWNSPOUTS TO DIRECT RUN-OFF, T(D _• • / / O.5 J X/ /' / FF. — ! `t. `*3 i 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING V 1 z CV•/ - I/ z z�► / CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE CO Z '� O / / 26.J 1 30.9 / ! SYSTEM AND EASEMENTS. O z m / i / ' ' ' I n 2 / _ / 'd ' WOOD PORCH AP / ;% EXISTING ��`t d �EXIS ING �.r3, 1 - ` A1j6 X./ ! ,„ ( BUILDING ; d / ,--1 �' FEN E / / / / ; RETENTION DEVICE NOTES : W / / /($ / Power Pole X / 15. � I 1, INSTALL RETENTION DEVICE AS SHOWN . 'n5.�36, j ,.,/ A/C Pad - / / rs 15,5 - .0w . A/C Pads S A/ / ■L`� AND AS PER MANUFACTURER INSTALLATION / . �� -�-� - .5 —, 1�— 7� A 6,7' i INST1zUCTIO�IS AND RECOMMEUDATIONS, O / / i / 60. 00 N71 °00100 W • CO i i i 7 s ! 53.5 / / / / / ;1' i 48.9 I 1 i M 2' INSTRUCTED BY IV FOR ACCESS, I E 11, 0 6 ^ ,__ I ; o , W , ' MAINTENANCE AND INSPECTION.i : - ,4/C Pad Y ' O^ 14, •8 , I C ' o O^ O I ; 3, GRAVEL MAY BE PLACED IF 'RECOMMENDED m r . _, , BY THE MANUFACTURES TO AID IN BEDDING• * ^O, QO1438 -- ..3 - - '- - - - -i , , - I ! ',, as N ■ —O It } ° ' J AND TNFILTRATION. ° O • 4 x. 00 N71 °00100 U� w I °z ,,; O � ' 4, CLEAN ALL LOOSE SEDIMENT OR DEBRIS FROM o m YARD INLET CONNECTED �. �1 i • /' BOTTOM OF RETENTION DEVICE PRIOR TO - ' TO RETENTION STRUCTURE TO i ! WOOd Fer� Ce Chain Link Fence PUTTING IN SERVICE, FUNCTION AS AN OVERFLOW ! O^ BUBBLER I 0 TOP 15.30 - - '' N7 °00 '00 "W N'S'F °o REMOVE EXISTING A' �� 60. 00 0 /f �_ WOOD DECK AND LEGEND ! C o,7 REPLACE AT EXIT c• NEW GUTTERS AND , DOOR AS REQUIRED ITEM EXISTING PROPOSED Z < d t� Z DOWNSPOUTS TO BE FG O DIRECTED TO TOPO ti� 92 3 �, 0 UNDERGROUND I O w 0 • RETENTION - EXISTING I CONTOURS - - - - - 12 D o d I- ROOF AREAS ARE NOT I Lot 3 d ch. TO BE CONNECTED OR Lot t DRAINAGE < Z 00 - a DRAINED INTO NEW Lot , I FLOW S -"'�- =0_ < �- () W RETENTION STRUCTURE —I U) Z 0 Q TOP OF • w `-) 0 0 PARKING 12,30 W < 0- I SLAB z 1-- 42 LF OF LANDSAVER LS-3051 I I CHAMBER OR APPROVED EQUAL AT STREAM BUFFER ENCROACHMENT NOTES : ON - INSTALL MANHOLE OR OTHER DEVICE AS INSTRUCTED BY 1, NEW STRUCTURES ON THIS PROJECT DO NOT i MANUFATURER FOR ACCESS, I ENCROACH IN THE 25 OR 50 FOOT STREAM MAINTENANCE AND INSPECTION, l BUFFER, I CONTACT A MINIMUM OF 72 HOURS — 2, NOS!-EXEMPT ACTIVITIES SHALL NOT BE PRIOR TO DIGGING - -- - - - - - - - - CONDUCTED WITHIN THE 25 OR 50 FOOT `�°s,,,mmT,, cf STREAM BUFFER AS MEASURED FROM THE s° 'gyp POINT OF WRESTED VEGETATION WITHOUT Eto,,FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. `g`.50 • UTILITIES PROTECTION CENTER 1-800-282-7411 NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, GUTTER NOTES: ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED NEW' 0 R G/ UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. P) 'OPOSfD SITE PLAN EXISTING- 1. OUTTCRO AHD DOWNOPOUTO Oi 1ALL DC UTILIZED TO DIRECT �F, ,q FINISHED - _ - . 1 STFR GRADE + `�-. . . 2. CONTRACTOR IS 7�ESPONSIBLE F07Z LOCATING ALL EASEMENT NOTES: 1n = 10, GRADE 2. OUTTCRC CH AU_ BC INCTALLED CO TI i�.T ALL DOWNC!'OUTG 1�0,283 2 EXISTING UTILITIES PRIOR TO COMMENCING OF VARIES VARIES r41iZC hLAOCD ON TI IC OOUTII, CAST AHD %'COT OWED or NC %' It PROFS CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT OTRUCTURC TO DIRECT ROC(" RUN Ol-'C", WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE DINATE �� �i 4 ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND I—•\ BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. RECORDING. \t ~ �i�!, Special Pre-Construction Note : 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. �� \"`�` �;( 5 5 - r�.. \s '\ - WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR , - FEMA MAP NOTES : 0 .� �`��` '-.- ,\ I 1 ���������i`��i Contractor to verify alt existing and proposed • GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE o \.\.N4 - ,�>�`i``i``��````�``��� structure locations (drainage, sanitary, etc.), CONTRACTOR. 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA , if .,,r,„\,,,(„-,y, ����������%�� tops and depths prior to ordering materials or DRAWING NUMBER TRAFFIC AND RIGHT-OF-WAY NOTES: "A8" ACCORDING TO F.I,R•M. COMMUNITY PANEL NUMBER SPECIAL CONSTRUCTION NOTE: beginning constructron, 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 135164 0002 C, MAP REVISED DO NOT ABANDON UTILITIES IN PLACE, 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE JUNE 17, 1986. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA IF THE CONTRACTOR KNOWS OR CAN REASONABLY 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED PERSONNEL. 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN ELEVATIONS SHOWN BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 1N THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' CONSTRUCTION. THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ON PLANS C■11 2 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED SET AT 14.0, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, OF FROM ANY THE WORK WI F TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN 7RSGHT-OF-WAY. 3, CONTRACTOR? IS TO VERIFY FEMA ELEVATIONS PRIOR TO c REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY X TREES TO BE REMOVED. ANY CONSTRUCTION ACTIVITIES, nO to verflow Swale Detail OR CONFLICT, Cr 10' 20' 25' 2 OF 7 SHEETS tJ ' or i "i+43 R 1S j!. 7 YBf'S /X19 ‘011141 / E'X ¢•/7Sale /'e nrio va i'o its ore caPrer'dl irr rO re$5, G' T 6t ,St ,B41flee Ave, E/eYclfio■rs y drain e &fruef ' Curb f re P44 /.cQ rams ore based orr fans d. gu&S e &ell‘ De our To pa q,4� S/ /a l � ..� Guffer896 .�.,.., \ N75 1r1C. f;f/ " T 6r,so 6-Wee/ cwcfSgrand 4 e eicafre- , co .,.. Con{rac A hez 0/ G..305. --ilk 73.3` ; ,c ' Sidekya ik- 0 u , Z. llartzon a i C'orWro fain-e rrc e - 6/0c5�-Q !C 6'zir- fo r Di ve rsi/e Cansfrijcf cv? rrc. cb , Se f. e 2'005 1 i f 41-8 \ hG� .Vier errf fe imti RL.S; Re l/ /IB 2 /olio 2 rot `' for As 4Zc4 �t�'ct R u61;els-/01'7 ccrfe /to1S 4,95 9 9 T, %\ r c1 "dated 41 S Zao4 Surv2 �d 6 WrtC�rt1'� Wm./3. g� 40 r 3. 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Rz�yro t/� q ra t/¢�ck s J°.'d r ? he 'y ,E4P /) r f•�-! f'bYi$ ra ' 161917 6rrsa �.v/fh Mh<z. r a.ma/ er �jo /o Bu la . f DlSC1iA,Qlt�" �oGu PS S1 aid t�tl�ierrc ¢,' � ,�� `J To r br/sct --c?. tgu//er TO ROOK / jj, jt'�;h a Jo�.t vvi �Ocrrxc j' 1t r ''Pr-¢ Co d. Posf cartsfi Pr2 Co'i'f Abet G st . Po tCaeiet fa q d o Stec! f J . . 005 , tor .13Z ./51 � o c r'0 57 . -7-61//d 5411 vrt SE"D/Mail DeA/N4FE` PzA At eCO.vro ups o fetext a 11,a e ed il 1, Peo seD ADD/r'/o r/ ..4r #`Z5 T RSA S reset'' 1-fou} CN C u LAT7 V BASIS r-`f-o 'Gk_a;f r'otr ©r'oxisrm � 3 f [� 1 / / / ,bu%ld,r/ 3• Lor� C /4I b , 5 r y '/j f.D fsr-j lc r 7 '&gE Tom., 9A, (46rt,Cfi{ f /I The r'�rro��" or f1-r/sSiTe I�VVt�2S CC7�GLr�ctTe4r GIS'/r7f'I� G�T/Or74! ��l`hd Qs fer �17 "S a 41 a- ' �7 rQ " i i i` 4-g e j �o�,'•' �' / G?1/4j7 DQ , Zoo 7 xo.s7?171 / 3 ar r7 LQ ai.corm �vo�• So is ✓t 1h IS c�rr�o Qr� ?o r/e el v d A4461 71 ;FIRM 1415.44p/3 , �, � .. g& �e.d .447-8C ., ,, hi : �'cfl/Il`korr lecx 2096 r 6e z 15.E 64, 31328 (viz- 99�-480 - -- ---- -- ----------------- 1 1 ( I E-'' Lot 22 I W Lot 21 I I I I W I Lot 23 Lot 24 Lot 25 Lot 2fi w , `iteMwe : I TWO-STORY I 1 TW -STORY 1 I BLOCK BLCK T.C.15.44 BLDG. BLDf BLOCK BLOCK Eli G.14.99 WALL WALL / x's'`" i.7' S71°00'00"E 85.00' 11.7, ! ' .;, S71'00'00"E -- 60.00' T r'BRIS/1 STREET I 1.4' • .• i Q ) i. ,• ! o o x1�� / n 2 4' o°o a; o'‘,..06 \ CONC. T.C.1,5.53 otri ~ c 2 1 a o o," ;1' CONC. G.15(00 .,.,0 l 1 , 1 /! // k 3.7 SINGLE-STORY ( 13..7' �' -.) -' 11.6'4 . I / : I BLOCK & STUCCO I 5715.00' E ( CANOPY k ... i ' i / / / I t i /' // /' // I a / / / / / l / / / / / / - . : . . / / / / I / / / / /` / t / / / N / / m �s-7jJr i°� r i , /. I., / W of(----* r 1 2 i/e 1 e rs i 1 / f INt■izz' /sZ _ .t . _ . . , ,' OP v•-) in L, onc. C o n c. Wolk 0P : X71 ®00 00 � \ 200. 00 ' / 52.5' !i / 126. 7' • S / X0. 9 ' I tx 0• j ;' / j I GENERAL BUILDING INFORMATION NOTES: ;WAVES i / c i /1 / / / 1. NEW ADDITION = 854 sr g ALOHA ! i . ti i C / j / 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS / m I 26.3' I / ' I PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, i / r' t i / i ( / >/F / GEORGIA ORDINANCES. 14.4,3 / ! ti ��- �°/IVL7L�-� ���y I / 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION z (ass�umedJ,//� WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. F BLOCK �CC srucCO W i" NEW 14t x 61' ' t TWO-STORY BUILDING / ALOHA ' , `t' /� 7 / / - / ADDITION U o_ , 0. BLOC/1 p,���+ STUCCO CCC /�� - , , �� /i ( GENERAL DRAINAGE NOTES: `'�„ cj - BU�LBIf G /1 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF ✓ �1 Z / i /ai / 0.14 cfs DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. i 10V et 9 p( c ((OF Ge°4C1{' FFREY A. CRAMER IA/.. ;1*lie.A"), A Las= 0 H A A ras) r) I allau. I 0 1\1 STFRED �R��,\ f • REPRODUCTION IN WHOLE OR IN PART IS PROHIBITED WITHOUT WRI I 1 tN AUTHORIZATION. DRAWINGS ARE THE PROPERTY OF DIVERSIFIED T DESIGNS P.C. 2 5 TV B I S VIv 1E3 1::1 I S REVISIONS 1, allar\( 13 E ' 7 GA 31328 ,.._ Mathar, ,,, KEDVIIE POE 0:0111 OMP/tLA7M -c::t;i,d;'' �.}. .r...__ ill e.i±)..: _ 1ie't":t,eve:el BY .._-.___ .:.,_._-. "--.---. °F °f m :If-7'47(:61 - -`7-06 / >. t _44, ., tIIt I013 u C--i . ; L— a Ill CL , , : : _:_, .: LL. (I) > m ¢ U) Z T rn� i 4'5 Cr 0 0 M 2 .9 m 2 1 T a @j O r. .:, LU co—tt i3sdv:{E,`alY!It:1v itfiZ r ti JP,.n" S8 '.: =,;',1, d') z cI n-!Elec,;;;;.,:iz-, , ,;:A 41U:19 on-g-m-3 k!ill.':,;I:E. > m W _1 h- N. DoQ F W rn E. m TYBRISA ST. Z l C 1,.. c\I Co (i) T / • 4, A ""t- CO + : * I- ►iiii > ii�FittIi1i1 O�iiii .. se �iiiiviii� CC Z > s4. 1 CJD �° .iiiii� )iGii ' �i9ii4 CO ..1 �iC♦it o viii iii r �iii� �iiii+ I >1. (1") �iiii♦ ( �idii( - - �, y!•!:!•!•! W \\,.. 0...i In m < CIMPACT RESISTANT PROTECTION OF OPENINGS BUILDING CODES I DATA TO MEET ASTM E 1996 OR PROTECTIVE WOOD CHECKED BY STRUCTURAL PANELS 7/16" MIN WITH ATTACHMENT 2006 INTERNATIONAL BUILDING CODE DATE: 03-31-08 HARDWARE TO MEET CLADDING LOADS DET. IN CONSTRUCTION TYPE 5 SCALE: TABLE 1609.1 .2 IN IBC 2006. WITH GEORGIA AMENDMENTS 120-3-3 NFPA101-2006 PROJECT# INTERNATIONAL FUEL GAS CODE 2006 I INTERNATIONAL PLUMBING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 _ NATIONAL ELECTRICAL CODE 2005 CODES: NFPA 101 -2000 � i i 1 /(we 6 P :: : S/NGL£pCCO le o -- p BLOCK 1 BUILDIN CRAMER T.�.15.75 \I \ FF.= 14.52 - \.� o � G f5.28 �� 0.8' \ 41) �`��'i�F/c4TE N°' �``U T.C. 5.88 •°' Q2 ����\\\\`�\\\\'�'�\ '�� �;• __ STEREO pRC�� 1 __�_ __ _ 159.67_ -•� — N71°00'00"W i t 0 ,°'-0•"T 5 NEW 6"STUD WALL . v ' G.1 41 PKS 0.2 �, _ -1. Water meter Conc. Walk �-CONCRETE -- - - 1 N Cur• & G tier .C.15.%9 Nin' 3'-0"FIRE EXIT 'd • - a . f 5.4 + v d 1 d• REPRODUCTION IN WHOLE OR IN -. 5.15 G.15.1 , D a to-4.7 PART IS PROHIBITED WITHOUT I 0 . . _ WRI t ILN AUTHORIZATION. DRAWINGS - - v ARE THE PROPERTY OF DIVERSIFIED _ ' Son. .ewer „' t- \\ d a DESIGNS P.C. / Q To �f a : Ar../5.$0 LOCATED BY OWNER I I \`' v Co P 4'CASED OPENING t I . CONTROL JOINT - • ' 0 Ty•rasa tre,.t - - v Q REVISIONS Isi Z 4"14000 P.S.I. POURED Q CONC.SLAB � '• wer/ igh t � . 'o% / 1= EXISTING WAVES STORE _ EXISTING WAVES STORE > W. er m=ters I , OP `• - onc. Walk -' _ • // \ Q O ! ' • d d PKF S71°00'00"E �\ Q o d 4—. b.tt 49' 52.5' iiiii+ S' 126.7• m ^ o WAVES ALOHA Q 26.3' :;;•;•;•;•,•;•;•;•� -. CONTROL JOINa • tri "+'+•"• EXISTING 8"BLOCK WALL . v -- O i�Ai+i+i+i+i+i+i+i i SINGLE-STORY ++++•+3 BLOCK & STUCCO " `+"` - O •1,.. `'s +' ° EXISTING 8"BLOCK WALL . TWO-STORY BUILDING •'+4+++++++ . - O BLOCK J STUCCO FF.= 1C.29 :•�::•:4+:+:•:*. I I t d d Q BUILDING .�'.+O.+.oNV 11 t d. O M M i+i i+i+ i4.:. + U a V O hi M .+i i+0000•+++�+ if --��� f . M M SING,£--STORY EXISTING ALOHA STORE ELECTRICAL LEGEND EXISTING ALOHA STORE . . """" Blo & STUCCO + o 000• o; BUI ' NG •' •"••••• FF.= 14.43 14'-0" 2 2X4 CLG. MTD. 0.5' 26.3' 30.9' .:'.`... �••.•.•.•• FLUORESCENT Q . • IWOODPORCH �'�•'�'�'�'�'•'�'�' FIXTURE 4 BULB a 4 CONTROL JOINT A/C Pad-9 UNLESS NOTED :4,M+:+:•:•:* >::::::+ NOTE: i v Power Pole s%s••.•••• +++++•• ADD AIR SUPPLIES&RETURNS FOR t _ �•• •���.•�❖��� >i%:•:•::::::: : _ t CLG. MDT. d o+RETENTION SYSTEMo+•'• "' " ' A/C Pads MECHANICAL SYSTEMS FROM EXISTING IRS- --+-+- I• , ;,� STORE AS NEEDED. / FIXTURE ,_ a,„:., ,..60.00' N71°00'00"W 1•' 14'-0 «, o I �.� 48.9' ° ('� , 4 + �W W^ ❑ IMPACT RESISTANT PROTECTION OF OPENINGS SPOTS v6 - - - - O TO MEET ASTM E 1996 OR PROTECTIVE WOOD Q.. • p� Sc: STRUCTURAL PANELS 7116"MIN WITH ATTACHMENT - (-' A N 00 _ _ HARDWARE TO MEET CLADDING LOADS DET.IN o0 :' /,QS 140.00_'— TABLE 1609.1.2 IN IBC 2006. �� (,) � ► RECEPTACLE DOORS 01 PI 6 /\Z I ^ Wood Fence 9' 1.2' 4- - . _ 00 14' I Q 0 ® Oo Chain Link Fence 1—PROPERTY LINE ° '-Y-/h 60.00' N71°00'00"W �RF p ttj • , . :...... . , ,. . . 0010 U 2 Lot 2 TYBRISA STREET Lot 1 -- r 60 RAW - (f) > m �►�/ / co -4c: — rn. ,R, ,0,.. W M . d' FLOOR PLAN F N LAS DATI PLAN T P T I � �R ,` : V © O r SCALE: 1 " = 20'-O" SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1 '-0" �,� -'" . s m - 50) 0) > lin 0 (Cs 4.° *- J 8 0) ON" x , nS!'_: S, . :tJ ? i Q iii S ''r S'... ?, :. 44 1- W 0) tarn 'Ili ,.. Z CO j NEW CANOPY TO MATCH EXISTING WAVES V T WAVES I\ (// mows < 4::1C (EXISTING) HI CO CI (I) CD 't s ''-/``' STUCCO FIN.AS REQ'D O o 3/4"T&G PLYWOOD ON 1 CSI 2X12s 16"O.C. BLOCKING @ MID-SPAN SEE DETAIL 1/A-2 / / J j / 1/8"PER FT SLOPE DN — 61' / MODIFIED ROOFING t t C_ NANA WALL SYSTEM 4"GUTTER W12 \ —MATCH WAVE)CANOPY 4 3'DOORS SLIDE RIGHT W 4"DOWNSPOUTS " _ `\� �' HEIGHT(15'+/- CEILING-SEE DETAIL 3/A-2 N _ ALOHA 0 F"'"WATER TO BE PIPED r W j (EXISTING) / / / / TO INFILTRATOR (9 STORE . Lo RETENTION SYSTEM O) '- ' _ � ..--- "op _ 10'ALLEY /� � ��� �� TYBRISA ST. I Emu' >1.1 t I M < (\I. . . t ` 1' . . �. t t IMPACT RESISTANT PROTECTION OF OPENINGS \' ��. \ _�. TO MEET ASTM E 1996 OR PROTECTIVE WOOD STRUCTURAL PANELS 7/16"MIN WITH ATTACHMENT HARDWARE TO MEET CLADDING LOADS DET.IN "DRAWN BY: RBC SEE DETAIL 2/A-2 SEE DETAIL 1/A-2 TABLE 1609.1.2 IN IBC 2006. CHECKED BY: STORE SECTION TYBRISA ELEVATION DATE: 03-31-08 SCALE: " _ ' " " l'-0" PROJECT# SCALE: 1/8 1 -0 SCALE: 114 1 -0 / .., FLASHING P�� �F GF�:436: J FFRE CRAME �� \. 4.�■" ,�, -1 J2" CDX PLYWOOD \ '3 , 5\ immimp.. FLASHING 2X4 ROOFING @ 16" O.C. TO :; -. _- - �` 2 '�/CATE VP•\'<''' -�11 MATCH EXISTING CANOPY r_R.`T. ' i Sr£R R� 3/4" T&G PLYWOOD .t .;,_ .f . '° :,i :., i - eD 1 2X12s @ 16" O.C. -y::ff, '. ��r { ,i HDR.---t • t %°m..�a /r 't f= � i --: �-'0,?:;if_i:i3. 'on:J' z;it; c if i-.,;„ �:�r•"t3t: : , ::::,,-,,,., : .7,-.- :- r .. iI �� i1 , , ,+ is t �i; ±,,.t �� to is REPRODUCTION IN WHOLE OR IN M � A . •, i 1 ; . f' '`-n-i —►I–•- PART IS PROHIBITED WITHOUT M 2X6 FRAMING RE 'THE PROPERTY I OF DIVERSIFIED STUCCO FIN. 2X6 WALL (3) 2X12 SYP P.T. w/ (1) ra, - DESIGNS P.C. 8'-2" F.F. 1/4" STEEL FLITCH PL. ��"' ''�� TYVEK OR EQ. MOISTURE BARRIER E,��j����/ FLASHING OVER 5/8" CDX PLY SHTG , 3/4" 111 FLASHING I= II —1/2" CDX PLYWOOD N ;,,. 11 STUCCO FIN. ' (2) 112" THRU-BOLTS y REVISIONS EXPANSION JOINT ,.■ STAGGERED 16" 0.C. 1/4" j 1 1/16" A.B. °r -,.-„@,.. 4"/4000 P.S.I. CONC. SLAB . @ 24 O.C. X2X6 SYP P.T. HEAD JAMB - SEE DET. :.- r • ' . GRADE #5 CONT. _. ,THIS DETAIL IS USED FOR NANA DOOR SYSTEMS 3 1/2" • 4• e ~• e , , •: • : • ' 6 MIL VAPOR RETARDER MODEL#SL72. DETAIL TO BE REVISED IF OTHER �0 FLASHING p s MOM 1•1•1110•111 STOREFRONT MANUFACTURED OPENING IS REQD. NANA WALL SYSTEM :•.. #5 REINF. BARS @ 24" 0.C. - - • • - .=1�-1�- EXPANSION JOINT M •;�i , •'` .' ° . j I COMPACT ALL FILL 4" CON. SLAB REINF. ` SADDLE SILL - SEE DET. .•`- . -11,1•741 #5 CONT. (3) #5 REINF. BARS I I— TO 95°l° STANDARD 4 ',:. _ , _ `\ SIDEWALK 2' PROCTOR 6 MIL VAPOR RETARDER i = i iii ar Ty? ••. i - • . ii �•�• -';. - .; . ' #5 REINF. BARS @ 24" O.C. -'= . = 4 = N DETAIL #2 : TURN - DOWN COMPACT ALL FILL - TO 95% STANDARD Ili I REAR OF STORE SCALE: 1/2" = 1 '—O" PROCTOR ' 2' (3)#5 REINF. BARS ay ; k ;,,, r ( 1TURN -DOWN a � R SCALE: 1/2" = 1 '-0" ;4 /.\,, ...?) STOREFRONT END a EL.�`- ��-4 it X i w Q N ch ' / Kw M C4" 8 x !fit. ��t ; ;t►" �I� Z T a0 CO �4 ��t ► , ..� O r) — � cc° �� ♦t r. ♦, m co ��� �-t SEAL 0 FLEX ROOFING MEMBRANE ►� �� T < _o N REMOVE EXISTING FRAMING AS NECESSARY INSTALL PER MFG.SPECS. '� ': 0 2 o iii tit �� ��t —314"T&G PLYWOOD ►i 4 i! �� v pit —DBL.DIPPED SOLID WOOD BLOCK ►i� �! (1) M Q '*4 GLUED&SCREWED ►rimeNii!:: P.T.2X12 SYP LEDGER °"•••4 eA GALV.FLASHING @ MIDSPAN X J .; ,_Iyt o \ --�` �►�� �� �� ' m �w _i ago. ..--:,- . .,-,- f; : : 4 i 3 2x2s @6 o c. - .. s . i / �. O: •• t►♦i 0 = / F l y f a '. f%�f It�• !�� `rE�• +��� ��!., t 111 / ♦: : ii eftf s{1 FRi .�i-.� tat? ,`r, ,.,, �t►` - 1/2"CDX PLYWOOD ►�� ��� .,- ^ , .?. ?. 'q. (2)SIMPSON EZA75600 ANCHOR >.4 !.►4 (, V rl b BOLTS @ 12"O.C.-SEE TABLE 1— ►� i� ::. .fit GROUT CELLS SOLID @ A.B. ��� ��� t-;,, co • • SIMPSON LUS210 HANGER @ EA.END OF JOISTS ►� Di \J —' .. ■■. .. ... rt► ►t► •11, EXISTING BRICK WALL ��� ��� EXISTING BRICK WALL ►t►� �� iii :!t ►�4 m • 0 �, rel 1 KO. , lor cm , „. 1 -A0 _ 0.. EXP.ANCHORS CENTERED ON LEDGER @ 12"O.C.MAX SPACING CC Z *GROUT CELLS SOLID AT ANCHOR BOLTS* \ \ > Q Jnkv 0 o µ e 0 0 0 0 0 © 0 0 0 0 © 0 O -0 0 0 0 0 0 0 0 0 0 0 y :aE n I–— R 3 2X12s @ 16 O.C. t P.T.2X12 SYP LEDGER ATTACHED JOIST HANGER TO EXISTING BLOCK WALL .-'' , >..,,, t TABLE 1 –SIMPSON CATALOG DATA(ea.):MODEL#:EZA75600 VIA ,2JV4 MIN. ALLOWABLE TENSION ALLOWABLE SHEAR -' ` ' ,0 r,‘,,,,,k SIZE EMBED. SPAC- EDGE LOADS(Ibs) LOADS(Ibs) " }AN (in.) D(in)H (nG (in) f'c= f'c= f'c= f'c= DR W Y: RBC k , 2000 p.s.i. 4000 p.s.i. 2000 p.s.i. 4000 p.s.i. = ° P P P P 314 33/8 11 7/8 6 2125 2615 2965 3220 CH KED BY:',.. CURRENT LOAD CALCULATION SPECIFIES 2490 p.s.i REQD. SATE: 03-31-08 - - 3 SCALE: .. I. Via. PROJECT# 4 v7-:-., ,,,,--,_ f i A ,,,,.,, A....?„...„) SCALE: 1 " = 1 '-0" L .9 / / / / / / / // / / / / / / / / / / // /• / / / / / / ® / / /� Po wer4 igrh t /Ng) // / / / / P. Wa/ter tens Pole v• . .. -27-og / / / / / t <z \ , ,I).(/ / / OP �,,_ in Cork. Co�l�tc. Wald �__ .__., o . / 1 PosPKF S•7 °OO '00 "E ____ 200. 00 ' R. A.10 .yLor Sto,<vV- 0 --01.117611 �` D� 0.9 ' S2.5' (Q.9 ' m �d e- �26.7' / 1 : 0t (SI/ o/ 0/ / / :15 �/�/,� 1/�S 0 L N / / / C . 26.3' i L. O HA N ,,4 °�� / /�-� / / / - Y TYBEE ISLAND a ° U / / SINGLE STORY / / BLOCK & STUCCO w I ,/ / / / / BUILDIN 06 / o BLOCK & STUCCO - 6.29 °� w / / / o FF. - 1 / / " , BUILDING•(�} / () Ni q)N .a Location Plan 14 ry �� e ry Cr W d Z / o ... ( SINGLE--STORY m ?' QN /11 / / o o BLOCK & STUCCO -- co / / / / o BUILDING z Q o ' LIN -1 CD w / / 0.5' FF. = 14.43 rybieo SthAe m / / �` / / / °� 26.3 30.9 ' t < _ , �` / / 5(OOD PORCH ,, ., W o i 0) IT / / )',' #\ ° °\ 5 *C-1 / /( $ / / / Power Pole A/C Pad t / � A4 C Pads W. / / / IRS %� d s A C Pad --, / / / / / 60. 00 ' -.., /N710OO 'OO "W i ? , \ / / / / / . LI . LI 4 X '2 48.9 ' ° 1 53.5 0 CO Q C , — �/ A/C Pad W / / / " o" x 00 00 . � , o / / N • o ^ ,..4„. v ..�� "` � �� r�� ° O / x Z ,, O / / / o /,g ( 140. 00 ' ----- o o 1 W n w o" Wood Fence Chain Link Fence ' ° - . N .P0 '' >> 60. 00 ' N7 l °00 '00 " ® �'4'F o Q Lij 1 i C0/7 C.1 a. z � 0 o Z o X I- X J Q ° w° o L Q0 20 2 Lot 1 Lot 2 Q a o 0 I zzoOz o t of � -I 4 LLI m CO Z � F- z P u) EXISTING SITE AND DEMOL I TION PLAN x 1" = 10, iii GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY HELMY SURVEYING, 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED 8Y THE SURVEYOR, Project Information: CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 3, GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN PIA : 4-0008-04-011A SpuoTe SUPPLIED BY THE SURVEYOR. PROJECT ADDRESS : 25 TYB � RISA STREET `` �� ttr P T OTAL SITE SIZE ; 0.04 AC ESTIMATED DISTURBED AREA : 0,03 AC ,�b m NOTES: ZONING ; C-1 UTILITIES PROTECTION CENTER SETBACKS ; 1-800-282-7411 1 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, FRONT = NA ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED LEGEND SIDE = NA UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. REAR = NA ( --_0 R C/q 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ITEM EXISTING PROPOSED CONTRACTOR Jeff Cramer TRAFFIC AND RIGHT-OF-WAY NOTES' `� is RFo EXISTING UTILITIES PRIOR TO COMMENCING OF :"N . _ CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT ADDRESS r P.O. Box 1397 1. ALL ROAD CLOSINGS DETOURS AND ETC. ARE TO BE y, WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL TOPO N2 FG Tybee Island, Georgia 31328 COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA * PRO�ESSI* BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 12,3 PERSONNEL, 2?— ' PHONE : 912-412-3333 F �����GI 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK CONTOURS — -- — — — —X12•—�• 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED COMMENCEMENT % 5 ' WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED 072 FROM THE CITY OF TYBEE ISLAND PRIOR TO CO GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE FEMA MAP NOTES r OF ANY WORK WITHIN RIGHT-OF-WAY. CONTRACTOR. DRAINAGE 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, FL O w --oil— • — "A8" ACCORDING TO F.I,R.M, COMMUNITY PANEL NUMBER DRAWING NUMBER DO NOT ABANDON UTILITIES IN PLACE. ARROWS 135164 0002 C, MAP REVISED JUNE 17, 1986. SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 2, THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN IF THE CONTRACTOR KNOWS OR CAN REASONABLY CONSTRUCTION, IOC' OF THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR DISCREPANCY OR CONFLICT C TPS SET AT 14.0, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' Now 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. PARKING REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED SLAB 12,30 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK X TREES TO BE REMOVED, ANY CONSTRUCTION ACTIVITIES. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. 1 OF 6 SHEETS / / / / / / / / / / / / / / / / / / / / / / / / / / / / /. / / / / / / / / / / / `° Pthwer/L/ght // / / / / / / / / AN / / / / / / Q.. Water m - tors Pole 3 . ' • , / / / - / OP cone . p � r� Con c. Walk:.> L) / / / / PDPKF S71 °00100 "E a h � ' 200. 00 , ' / / / / � 52.5' ,) / / / / / / )( -A- 0.9 f.2 / 0.9 126.7 � / / ! GENERAL BUILDING INFORMATION NOTES; W / / / ., . WAVES / / ce / / O O / / 1. NEW ADDITION = 854 of / / / O r1G� Z' / ALOHA 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS / / • I L V J / I PER FEIVIA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, / / / / / GEORGIA ORDINANCES, 7 / I SINGLE-STORY / i 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS 072 FOUNDATION / �. / / i ',..., BLOCK & STUCCO / NEW 941 X 691 I WHICH WILL SATISFY FEMA ELEVATION AND FERIA ZONE REQUIREMENTS.W � / / ALOHA W/ / TWO-STORY BUILDING oo , ck / / / O BLOCK & STUCCO = 1 .29 / / DDI TION / / p BL FF. / GENERAL DRAINAGE NOTES: > q W / / / BUILDING �, / m 1, THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF W z / O �j / 0.14 cfa DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. > N = j / / �� `,� /� ,�,/ / .SINGLE-STORY 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED t ('� (� / CV V/ 11 BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW `� 1 (fl ,W/ / 43 /AV C:11i. ILL OCK & STUCCO FOR PROPER DRAINAGE, 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND L� Ur Q�LLI / / / / BUILDING DOWNSPOUTS TO DIRECT RUN-OFF. CO / / / i/ / FF. = 14.43 `-' `� ® 4, OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING W z = N W / ` / / / 0.5' 26.3 30.9 / / / / SYSTEM AND WEASEMENTS.CITY OF TYBEE EXISTING DRAINAGE W - z z 0) m / / I tA000 PORCH ! , > J / 1 -5 15 • � a / x / / `� , � / / � � � d � / � RETENTION DEVICE NOTES W i / / /( $ / / / r Pow r Pole i� / / i 1, INSTALL. RETENTION DEVICE AS SHOWN / C Pads w A/C Pad INSTALLATION 1/11: / / AND AS PER MANUFACTURER N / / / / IRS INSTRUCTIONS AND RECOMMENDATIONS. / / / ° so. oo ' --- N7 °/ 0 '00 "w ? 2� o 53.5' / 1 CCI / � • 1 48.9 v, 2, INSTALL MANHOLE OR OTHER DEVICE AS Eil/ / / / / �J INSTRUCTED BY MANUFACTURER FOR ACCESS, o A/C Pad p^ � MAINTENANCE AND INSPECTION. _ I 0 / / / O� O i 3, GRAVEL MAY BE PLACED TF RECOMMENDED V ,-.7 o / O ®- O ( _ °° / / : O ,s ��_ Vie' - �� �� BY THE MANUFACTURER TO AID IN BEDDING N / O f� �` 140. 00 / �_ ° °� AND INFILTRATION, N • N 0 / ,� 4, CLEAN ALL LOOSE SEDIMENT OR DEBRIS FROM a 0 0/ / / / BOTTOM OF RETENTION DEVICE PRIOR TO Wood Fence Chain Link Fence PUTTING IN SERVICE, o� I w O T E 11,06± 0 >� © 49 O C? - 60. 00 ' N71 °00 '00 W u.) 0 N-.. LEGEND or2✓ ITEM EXISTING PROPOSED d d OF LA DSAVE LS-3059 NEW GUTTERS AND z -- z 42 LF N DOWNSPOUTS TO SE TOPO �`�b. 2 3 0 O CHAMBER OR APPROVED EQUAL AT DIRECTED TO O% - INSTALL MANHOLE OR OTHER - - - - - W UNDERGROUND i CONTOURS 12 Q DEVICE AS INSTRUCTED f3 Y RETENTION Lc d Q I- MANUFA TU92E ' FOR ACC SS, Lot 2 DRAINAGE Q Z o U a MAINTENANCE AND INSPECTION, Lot 1 FLOW -"- . - O= ` L U w ARROWS .' U) LI- Z 0 W W (L TOP OF d w O 0 PARKING 2. O }m., < p'-, SLAB Z 0 STREAM BUFFER ENCROACHMENT NOTES ; 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, , OF 72 2, NON-EXEMPT ACTIVITIES SHALL NOT BE CONTACT PRA IORNTO DIGGING HOURS ' CONDUCTED WITHIN THE 25 OR 50 FOOT Jc,SpppT TE , STREAM BUFFER AS MEASURED FROM THE �,� t0 POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES � AND PERMITS, t,k,. �w UTILITIES PROTECTION CENTER 1-800-282-7411 NOTES: GUTTER NOTES: 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, C/� C ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED PROPOSED SITE PLAN 1. OUTTCR3 AND . .. _ POUTS 311ALL ac UTILIZED TO DIRECT NEW ic:ORG/, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. . , q1 STFRF 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL 1" = 10/ 1 EXISTING UTILITIES PRIOR TO COMMENCING OF I72C rLAOCD ON MC DOUTl1, CAD- AND 1VCOT OWED or NC1V . \ CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT -= - _ = - '' ' . 1� Zx•o WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. �1 N ,� 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK Specia6 Pre-Construction Note WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR FEMA MAP NOTES : Contractor to verify as eXisting and proposed GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA structure locations (drainage, sanitary, etc],CONTRACTOR, "A8" p p prior ordering DRAWING NUMBER A8 ACCORDING TO FLR.M, COMMUNITY PANEL NUMBPR SPECIAL CONSTRUCTION NOTE: beginning and construction, depths riot to orderin materials or 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, EASEMENT NOTESi 135164 0002 C, MAP REVISED TRAFFIC AND RIGHT-OF-WAY NOTE$i beginning construction, DO NOT ABANDON UTILITIES IN PLACE. 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE JUNE 17, 1986. I� THE CONTRACTOR KNOWS OR CAN REASONABLY i 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 2, THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED RECORDING. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' CONSTRUCTION. THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION PERSONNEL, 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. SpT AT 14.0, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED C...2 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY X TREES TO BE REMOVED, ANY CONSTRUCTION ACTIVITIES, OF ANY WORK WITHIN RIGHT-OF-WAY. OR CONFLICT. 0 10' 20' 25' 2 OF 7 SHEETS � / / / / / / / / / / / / / / / / / / / SSMH / / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / /, / / / / / / / / / / / &>\_ / / // / / / / / / / / / / ,/' / / / / / // / / / ' `° , , / ' ' ' 'Pb Wei/L/i�h t/ c / � /o / ' ` ' / / / / // / / / / • ' ' / / / / / '/ / /p/ole , t/ /. , _ OP �� c� in uonc. Co c. Wald cbPKF S71 °00 '00 "E 200. 00 ' / _ s _ _ _ _ ,____ _ _ _ orz .SRO ro zE E .o / / / / / �• } /' /' /' / /' r' 0.9 ' 52.5' 1.04'/ / / 4).9 ' 126.7' , TEMPORARY SEDIMENT BARRIER Sd1/S1 / / / , / / / / / / �� , ! / / 0 1 1 , I / / / / / 1 0.5 I i o I I , I Sd1-Mb z / / / / / ^ `/�/ /, \ / i / / _J I TE�PQRARY HAY BALES o / / / , / 1 °. VV / 1 V / �, ` /' /' /' /` J O / / L o H� ::::::hb0N EXIT Co / • , 26.3 ° / / / / / / t^ i ! / I I 1 I ,' , - / / / � 1 I / I I , I pal 0 / , �'-- ' ` / A/ S/NOLE---STORY 1 ! / / // / //� / / I �+TH TEMPORARY SEEDING I TtON D� / BLOCK & STUCCO / �``J TWO-STORY BUILDING o '�'• , / / o I I I i DISTURBS AREA STABILIZATION D83 v 1 / / a0 ITH PERM , E T SEEDING W / / 1 1 / 1 I I W MAN N N / BLOCK & STUCCO FF. = /6.29 / t � / / / / / DISTURBED AREA STABILIZATION Ds4 V 0 ' ' ' ' ^ ^ BUILDING �r, / ; ,yITH SODDING • / / / / ' Q � I > d W ,/ ( ;' o I i i .S�/NOLE-STORY i CHECK DAM d-s c/ \ / , 1 In 1 r.r. �/ 1 I , 1 — // // // // 1 p A Q) / i BLOCK & STUC 0 STORM DRAINAGE OUTLET PROTECTION t ('1 Q (-9 0) o // // // / �J � f 1/// J ! BU/LD/NG z Q 0 '/ / / / / I V / I I i INLET SEDIMENT TRAP S`� ((in) Ur O? m FF = 1443 � � � /' /' /` /' /' .� 1/ 0.5' I r i/ / I LIMITS OF 1 1 . I �.--. Q ,/ // - // // // 1 26.3' 30.9 ' v ' / ( DISTURBANCE SEDIMENT TRAP S <Z z N CO / / 1� FOOD PORCH G / / o W 0 z _ // ,/ // / 1 - -• -� I J • / / 0 I GEOTEXTILE } / / // / 1 Q0� e o 01 4O�1 ' d I / / t I a r I i ATI .._1 d /` / / / / I I -, - - � v b d b CHANNEL S AB L Z ON Cl) gyp' `, r I I � �/ / / vECATAT1oN // // (\t // /` /` , :�.� �DY�:��! �� I ROCK RIP-RAP W tit , , / / 1 CONCRETE.„ t i., , 0 1 A/C Pads , ,4/C Pad ---� T � ,` Co A _ A - �°► A`-� -A _ --�A _ _ �►_'.J._ ° 1 1 LEVEL SPREADER (�Y v 1 /' /' /' ,' ,' LOD-6-91-94[0! N 7 1-b �� OD LOD - ' RETROFIT CO /' /' /` 1 x A� ' 48.9 ' o � I 53.5 CO / /' // 1 i _,_ r I DUST CONTROL DV �`' 1 o^ I '� A C Pa d ,L., , , / / : e. , W 1 p CO �/ // Sd 1-A ^ U ' R 3 / // �/ �/ • I _ _ — — — — — — - - Q �" .��.�. - - - - ---�- - = - - --- _ : m ' ` / 140. DO ' - - - - S-�REAM BUFFER ENCROACHMENT NOTES O. 1 to / o • 0 N N M N N D ' A^ /��j\ W 1 0 �, NEW STRUCTURES ON THIS PROJECT DO NOT / z I 1 4 �' Chain Link Fence _ N I p^ ! Wo c d Fence ENCROACH IN THE 25 OR 50 FOOT STREAM ® oo BUFFER, 0 ,.4-°s- -60. 00 ' N71 °00 '00 "W �'�F c� 1 I w �,, _ c� 2, NONEXEMPT ACTIVITIES SHALL NOT BE I C'o�C CONDUCTED WITHIN THE 25 OR 50 FOOT a. I 1 1 STREAM BUFreR AS MEASURED IROM THE d < 1 1 POINT OF WRESTED VEGETATION WITHOUT z a o . FIRST OBTAINING THE NECESSARY VARIANCES �- 0 o I L AND PERMITS. 2 o I I U Lot 2 I < � o >- Lot < zOo z 1, I CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER -1 y! "" Lt1 HAS VISITED THE SITE PRIOR TO THE bEszeN OF THE ENSC PLANS. w U) < -) W a 2, '7 CERTIFY UNbER THE PENALTY OF LAW THAT THIS bOCUMENT AND ALL > Li ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN m Sa Q ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED Ili z PERSONNE(. PROPERLY-GATHER AND EVALUATE THE INFORMATION SUBMITTEb >-" ' 0 BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE !— SPECIAL SOIL EROSION PREVENTION NOTES 1 SYSTEM oR THOSE PRSONS DIRECTLY RESPONSIBLE FOR GATHERING THE U} INFORMATION, THE INFORMATION SUBMITTEb is, TO THE BEST OF MY KNOWLEDGE AND BELIE, TRUE, ACCURATE AND COMPLETE. O 1, The state of Georgia requires that the Initial soil- erosion prevention I AM AWARE THAT THERE ARE SI-GNIFICANT PENALTIES FOR SUBMITTING W measures shall be inspected by the designer within 7 days after FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMPNT FOR KNOWING VIOLATIONS J installation, 0 3, "I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND (I) POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND 2, It is the responsibility of the contractor to notify the toil- erosion COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED t BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL prevention plan designer Within 7 days after the initial soil erosion FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL) PUBLISHED measures are in place for ins eCtfon, 8Y THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF P P JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATERS) OR 3, Soil-erosion prevention tans shall- be kept current and on site or THE SAMPLING OF THE STORM WATER QUTFALLS LAND THAT THE DESIGNED P P -!- SYSTEM 00 BEST MANAGEMENT PRACTICES MEETS THE beslGN CONTACT A MINIMUM OF 72 HOURS readily accessible at all times during- the duration of the project until REQUIREMENTS CONTAINED IN THE GENERAL NPOES PERMIT NO. PRIOR TO DIGGING after final stabilization has occurred SOIL EROSION AND SEDIMENT CONTROL PLAN �- PHASE I s,s TEC 1" = 10' �� *,. 4, Primary permittee must provide a copy of the soil erosion prevention CERTIFIEb BY: Marie A, BosweIG plant to each secondary permittee, Levu II Certifi ation No. 2104 1 / 5, Contractor is to keep a record of hie inspections of the soil erosion `$ o'' control- measures to include at least the following; Erosion and Sediment Control Phasing UTILITIES PROTECTION CENTER a, date and scope of the inspection i-800-282-74 I I b, name of person performing inspection Initial Phase (Phase TI c, major observations (including noncompliance incidental Inspection reports are to be kept current and on site or readily WETLANDS NOTE; G�,0 R G/9 7 This phase shall include Silt fencing and construction GIST accessible at all times during the duration of' the project until after final g 4 'CI stabilization has occurred exits and sediment and detention ponds to be installed ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS t 3� OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT )4o.2; prior to any land disturbing OF NATURAL RESOURCES, LOT OWNERS AND THE * PROFESSIOirAL '` 6. Samp ling of the outfall la the responsibility of the primary permittee activities to prevent sediment from leaving the site, REQUIRED SEDIMENT STORAGE CALCULATIONS DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR 2-VI.c, :. and sampling requirements are to be as per the NPDES general- permit, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT LEVEL II A kc, 0-.Rs ., DISTURBED AREA IS CONSIDERED AS AREAS USED FOR NEW PROPER PERMIT APPLICATIONS AND APPROVAL. 9 7. Silt fencing is to remain in place unto final- atabitaczation. Intermediate Phase (Phase Ii) FOOTINGS Bair STORAGE BEHIND SEDIMENT STORAGE WILL BE 0`ERTIFICATIDN A. ct THE SiLT FENCES. N ISSUED 11-5-05 8, Waste materials shall not be discharged to state Waters except as 1. This phase shall include construction of any outlet REQUIRED SEDIMENT STORAGE• DRAWING NUMBER authorized by a section 404 permit, structures, retrofits, check dams, inlets SPECIAL CONSTRUCTION NOTE; EXPIRES 11-5-08 67 protection and temporary grassing, Ac C.Y. 8, These ES PC /ant are in compliance with Waste disposal, sanitary ACRE x 0.03 ACRES = 2.0 C.Y. REQUIRED IF THE CONTRACTOR KNOWS OR CAN REASONABLY P P P t y BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT sewer and septic tank regulations, j SILT FENCE SILT STORAGE: IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' �.3 Final Phase (Phase III/ REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED 10. Great care shall- be taken to revent oil- spills s,ills and teak In the event SILT FENCE = 130 L.F. x 0.09 CY PER LF = 11 C.Y. OF STORAGE TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK P TOTAL SEDIMENT STORAGE = 11 CY REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' that a spill shall occur, atop the spill source immediately and implement 1, This phase shalt include outfall protection, any revised 11 CY (supplied) > 2 CY (required) OR CONFLICT, 13yPie and clean-up for the spill, inlet protection and any other permanent devices, 3 OF 7 SHEETS / / / / / / / / / , / / / / / / / / / / SSMH / / / / / / / / / / // ,/ / / / / / / / / / / / / / / / / / , , / / / / / , / / / / / / / / / / , / / / / / /, / / / / / / / / / / / / / / / ,/' / / / / / / / ' co ' ,�,, Pb Wer Li 9 t NS , / / ` Waiter meters Pole / ,�• 13 t / / / / / -� / I / _ / / / / r / / / ; % »' » /� �p /� / / / j Y ..... . ...._..._ ...._ O P i l ... L o ci ... . . .. V t / t� e.. . C Walk ,/ (bPKE_ S71 °00 '00 "E � • 200. 00 ' / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $'OIL ERO,SlION LEdEND '' '' '' �' '' �' ' S2.5 ' r ' / + ' (Q,9 I X26.7' I TEMPORARY SEDIMENT BARRIER Sd1 A / / / Pc 0.9 1.8 �� / x / ' ' ' ,' ,' , ( / / 0 I I I I TEMPORARY HAY BALES .�.d1—Hb z I 0.5 I I / 0 / ' / / / w I w WAVES A Y ES ( / / / / / / O / / / / // // o ' v / / �� CONSTRUCTION EXIT CO ' 26.3 I Ds1 ' / / / I I I 1 MULCHING /' t`° I SINGLE I STORY I / I I ,.� / / / / / / \ BLOCK & STUCCO / DISTUR E AREA STABILIZATION �tITH TEMPORARY SEEDING D82 / / / / / 0 / / , / / LLJ r / / / 0 I I DISTURBE AREA STABILIZATION Qs3 v) �/ �/ // �/ �/ ' TWO-STORY O—STORY BUILDING v I / J I i I �tITH PER ENT SEEDING rw� ,� ,/ �/ ,/ �/ BLOCK & STUCCO FF, — .29 / DISTURBED AREA STABILIZATION D$4 `..) O BUILDING / *ITH SODDING W O o �' / �/ w CHECK DAM d—s W v o I SINGLE-STORY t co Q N ,/ /CO} // ,/ /' ( I 0 I 0 (3/ I BLOCK STORM DRAINAGE OUTLET PROTECTION Ct — CO D I I Q i v / I c� STUCCO / // I/ `/ `, / / J B,UIL DING i INLET SEDIMENT TRAP $+� ( m /' ,' /' /' 0.5 I r I/ ; I mi TS OF 1 FE1 • _ 14.43 1 .� z • �� / / I DISTURBANCE SEDIMENT TRAP Sd3 r / , ' 26.3 _ 30.9 v / / i I w ozrnm --_______z F 1%00D PORCH / / / o _ Z = ' /' /' /' , •.`-�' 0 1 GEOTEXTILE } / / / 1 aoi � an X01 soli �' 1 �a / i i I d / / , / ( / CHANNEL STABILIZATION // /' // ��b b I b ,�i b. �./ , / I VEGATATION / / C./ / 1 ROCK RIP-RAP w /// /,/ (,�1 /// // // /�� !I _ / / I/ I CONCRETE.../ t / / / / , ,/ I • / i 0 I A/C Pads 1 w I A/C P a �� LEVEL SPREADER �� ' ' ' / / Co _ A _ A _ A _A A - --- - - -�_A / ` / / / G I I w t ,(Aq 6.7' o /' /' /' / ' LOD LOP ' A 4 A I I'I i " OD LOD ' RETROFIT C}�{� Oyu W /' /' I , ` , #\ 'i;-i 48.9 , o 53.5 / / / r �J I '�- DUST CONTROL 1 Du I I — !41C Pad x ,� ,/ / / O.. , O~ �� Y I o° sd�-A oS2 0 0 N C / O O __ / / , / I V O _ .�° _ v _ -/ X=_ _ \/ \/ Q.,p �_� ', m e' .�0 ,� � • I - - - - - - - - - - 0� � ' - -°-- - X4000 ' ' - --�� o � e ; N O / 0 / / N // /, // // I I o I . a o v o -, N I I a \ Chain I ink Fence I o^ Wood Fence Oo ® / co I I W t-.--,7.-, ', 00. 00 ' N71 °00100 "W 'S'�`' O Lri I I a. Co c z I I I d CO o3 O 2ww x2 z 1 I L c 00 dL/ o Lot 2 I Q o H Lot I LL 2 o _I I 1, 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER •1 HAS VISITED THE SITE PRIOR TO THE bESIGN OF THE Ed&SC PLANS, < Ll i a 2, "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS bOCUMENT AND ALL. : 1-1-1 LLi Z ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN Qa CO Q ACCORDANCE 'WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED L.1.1 >. z PEksoNNEJ- PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTeb z EASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE I—' I— O SPECIAL SOIL EROSION PREVENTION NOTES THOSE DIRECTLY GATHERING THE (I)N ORMATION, THE NFORMATION U81yfIITTEb IS, TO THE bsT OP MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. 0 CC 1, The state of Georgia requires that the Initial soil- erosion prevention I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING CC measures shall be inspected by the designer within 7 days after FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND _I IMPRISONMPNT FOR KNOWING VIOLATIONS, O Installation. 3. "I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND (t) POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND ,2, It is the responsibility of the contractor to notify the 801E COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED erosion BY THE GEORGIA QUALITY OOIJTROL ACT AND THE DOCUMETiT "MANUAL prevention plan designer within 7 days after the initial soil erosion FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL) PUBLISHED measures are in place for Inspection, BY THE STATE SOIL. AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OP THE RECEIVING WATER(SJ OR THE SYSTEM O SAMPLING BEST MANAGEMENT WATER AND THAT DESIGN DESIGNED CONTACT A MINIMUM OF 72 HOURS 3, Soil- erosion prevention plans shah be kept current and on site or REQUIREMENTS CONTAINED IN THE GENERAL NPbES PERMIT NO. PRIOR TO DIGGING after readily ins/accessible t stabilization all has occurred the duration of the project until SOIL , OS%ON ANDS DIM NT COI'/77'OL PLAN PHASE It GAR 100003." M_4 5 • tip 1« a 90' ■♦y A 4, Primary permittee must provide a copy of the soil erosion prevention cERTIFIEb BY: Mark A, Boewett plans to each secondary permittee. Levee II Certifioation No. 2104 r(hAd' ‘kV 5, Contractor is to keep a record of his inspections of the soil erosion control- measures to include at least the following; Erosion and Sediment Control Phasing UTILITIES PROTECTION CENTER I-80 28z-74I I a, date and scope of the inspection b. name of person performing inspection Initial Phase (Phase 1) c, major observations (including noncompliance incidents) o R i Inspection reports are to be kept current and on site or readily WETLANDS NOTE: C, 'GI 1-4-4, accessible at all times during the duration of the project until after final 1. This phase shall include Silt fencing and construction ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS - ) f �° ` stabilization has occurred. exits and sediment and detention ponds to be installed OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 4,:•2 2 OF NATURAL RESOURCES. LOT OWNERS AND THE *' PROFESS( 4AI T prior to any land disturbing Z?• 6. Sampling of the outfall l8 the responsibility of ARE SUBJECT TO PENALTY BY LAW FOR 2-Of the primary permittee activities to prevent sediment from leaving the site, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT LEVEL II A GI tiC �N. and sampling requirements are to be as per the NPDES general- permit. PROPER PERMIT APPLICATIONS AND APPROVAL. Rk in place until final- 8tabiliazation. Intermediate Phase (Phase II) G'E NO. I21040N A. 7. Silt fencing is to remain piss 8. Waste materials shall not be discharged to state Waters except as 1. This phase shall include construction of any outlet ISSUED 11-5-05 authorized by a section 404 permit. structures, retrofits, check dams, inlets SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-08 DRAWING NUMBER protection and temporary grassing. IF THE CONTRACTOR KNOWS OR CAN REASONABLY 8. These ES at PC plans are in compliance With Waste disposal, sanitary BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' sewer and septic tank regulations. IN THE PLANS, SPECIFICATIONS Ofd CONSTRUCTION STAKING AND FAILS TO C=III 4 P Pinal Phase (Phase III) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK L-- 10. Great care shall- be taken to prevent Oil- spills and leaks. In the event REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' that a spill shall occur, stop the spill source immediately and implement 1, This phase shall include outfall protection, any revised oR CONFLICT, st4P'8 and clean-up for the spill. inlet protection and any other permanent devices. 4 OF 7 SHEETS / i / / / / / / / / / / / / / / / / / / / / / / / SSMH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /,,' / / / / / / / / / / / / / / / / / / / ,/' / • / / / / / / ,' Pb wer/L' igh t �S ,,��, ,/` ,� ,� ,� ,� ,/ , / / ,' / / / , / / / / / . �` Pole / � / / Wa/fer meters / ,,, ,\ 3 ;-• i / Y of n Conc. Cow c. Walk ' co S7 °00 '00 "E • ( • 200. 00 ' or.� ERO ro. LEGEND / / / / / _ iv. — — — - - -�- - - - - - - — / / / / / - - -- - ` — - - - - - - - —, ,/' ,/' //' ,/' / Y J• ' 52.5, r ' / / / .9 ' I 126.7' TEMPORARY SEDii�ENT BARRIER $di-A / ) 6.� 0.9 1.°� / i / / � / / / / / / 1� I , / p0 I TEMPORARY HAY BALES $d1—E"1b z / / / / / c / / / / / h I -, 0� WA Y E 3 I / / J i I / i / / / o O r- / CONSTRUCTION EXIT CO ' o A L 0 HA , / / / // 26.3 i ° / / I i , i MuLCHING Os1 �„� / / �� /'' /'' /'' I SINGLE—STORY 2i;/ I I DISTURBS AREA STABILIZATION Ds2 ,� / WITH TEMPORARY SEEDING / BLOCK & STUCCO ^ / / /' /' /` /` r / / O I I msruRBE AREA STABILIZATION FD-813 "' // / / // / : TWO—STORY BUILDING OD p� I J I 1 i I �i,11TH PERMANENT SEEDING �—� j / /` /' / / o BLOCK & STUCCO FF. _ 1 .29 / / DISTURBED ISODDING AEA STABILIZATION ( D84 ' C ) O ' BUILDING / Li / • o i CHECK DAM d-s �- z v , o • � � °' I � - TORY ' � ' Q � � (a} / I i �, 1 r i /� S�INCL E S W N / / / / U � 0 I x V/ ! BLOCK & STUCCO STORM DRAINAGE OUTLET PROTECTION © V l 0 CO D / / / / /� . 0 j Q J I/ ' / / ,/� Q J BUILDING! n �-+ I / / „may / / BiVILU1Nt7 INLET SEDIMENT TRAP $(2 r� (� m co /' /' /` i' ,/ I r- i/ / I LIMITS OF i FF. = 14.4i 3 I z . N to � n� Q © / / / / Q•,5 , O / 1 / DISTURBANCE SEDIMENT TRAP $d3 v ) Q c w jV, 1 26.3 30.9 v / Lit `� z m � / I � z / / / WOOD PORCH / p i r Q , � � � / O I GEOTEXTILE Ge T } Q me I / , ' ,�' / �/ �' • 401 4�J i 01 4011 Y A 'Q / I / / J I I I CHANNEL STABILIZATION ,...� _I / / ' pr.._- v --� y b vEGATAT10N ® T~--j1 ' / / Y Y Amor d / I ROCK RIP-RAP LL_I / / / Mb / / . �- ////_/ 1 CONCRETE / / / I / p I A/C Pads I i /` 1/C Pad "� LEVEL SPREADER / I I / U) Co / / / / / L - - �'� - - ! RETROFIT/ LOD LO! k.0? 9 '00 "IMOD 1L0D271 ' j O I 53.5, / x 1 4s.9 CO / / / / / � � � I Li DUST CONTROL Du '' //` / ,/ / L l,! I Ds3 I ^ 1 ( i `` I ( , ° o^ , �; A/C Pad W ' � \ o~ sd�-,a O1' o o 1v ry/ / '/ / Ds4 p ---N 0- - o —� N ' • 0� ,' ,' // /' o ■ & ' - /Qs I W , z / / / / I i W / •I ' a co a � / / , t o^ Wood Fence Clain Link Fence 0o I ,, - - - - - - - - - o /,QF po = �-,, 60. 00 ' N71 °00100 W o4; ii7 0) � Ca/c �.. z d 1 I i z d C a. OCR E O 2 ' Lc Do 20 0 Lot 2 d ° I o Lot 1 zz ° c� 2 0 Lu o 1, I CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE E&SC PLANS. '�W w w 0 2, "1 CERTIFY UNDER THE PENALTY OF LAW THAT THIS bocuMENT AND ALL W LIJ z ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED W CO Q BASEDNUPON PROPERLY GATHER MY INQUIRY OF THEN PERSON OR PERSONS WHO MANAGE THE Eb Z I-- F, O SPECIAL SOIL EROSION PREVENTION NOTES ; SYSTEM OR THOSE PRSONS DIRECTLY RESPONSI/3LE FOR GATHERING THE I INFORMATION, THE INFORMATION SUBMITTED IS TO THE 13EST OF MY U} KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. 0 1, The State of Georgia requires that the initial soil- erasion prevention I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING W measures shall be inspected by the designer Within 7 day8 after FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND W IMPRISONMPNT FOR KNOWING VIOLATIONS, Installation, 3. "I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND O POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE A D 2, It i8 the responsibility of the contractor to notify the sail- erosion COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED prevention plan designer Within 7 day8 after the initial soil erosion FOR THE GEORGIA Q EDITE T CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL) PUBLISHED measures are in place for inspection, BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATERS) OR /� THE SAMPLING OF THE STORM WATER OUTFs�LLS AND THAT THE DESIGNED CONTACT A MINIMUM OF 72 HOURS 3, Soil- erosion prevention plans shall- be kept current and on site or SYSTEM OF TEST MANAGEMENT PRACTIC S MEETS THE DESIGN readily accessible at all times during the duration of the project until REQUIREMENTS CONTAINED IN THE GENERAL NPbES PERMIT No. PRIOR TO DIGGING after final stabilization has occurred. SOIL EROSION AND SEDIMENT CONTROL, PLAN �- PHAS,E HI GAR 100003." osit , 4's cos A 7" s 10' / 4, Primary permittee must provide a copy of the soil erosion prevention CERTIFIED BY: Mark A, Esoeweli plans to each secondary permittee. Level II Certifioation No. 2104 Or A P y P gV 5. Contractor is to keep a record of his inspections of the soil erosion ' control- measures to include at least the following; Erosion and Sediment Control Phasing UTILITIES PROTECTION CENTER 1-800-282-7411 a, date and scope of the inspection b, name of person performing inspection Initial Phase (Phase r) • c, major observations (including noncompliance incidental Inspection reports are to be kept current and on site or readily �, ThiB hale shah include Sift fencin and construction WETLANDS NOTE: (OR � IS Rq I accessible at all times during the duration of the project until after final p fencing ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS g exits and sediment and detention ponds to be installed j stabilization has occurred. ALL ENGINEERS AND/012 STATE JURISDICTION GEORGIA DEPARTMENT C ENS PROFESSIdrN + prior to any land disturbing OF NATURAL RESOURCES. LOT OWNERS AND THE p Y g DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR �:1 'o�6, Sampling of the outfall ie the responsibility of the primary permittee activities to prevent sediment from leaving the site, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT LEVEL II q l ��,and sampling requirements are to be as per the NPDES general- permit+ PROPER PERMIT APPLICATIONS AND APPROVAL. Rk G'ERTIFI~"ATION e 7. Silt fencing is to remain in place until final- atabiliazation. Intermediate Phase (Phase 1I) NO. 2104 I,S,SUED 11-5-05 8, Waste materials shall not be discharged to state waters except as 1. This phase shall include construction of any outlet EXPIRES 11-5-08 DRAWING NUMBER authorized by a section 404 permit, structures, retrofits, check dams, inlets SPECIAL CONSTRUCTION NOTE; , 8. These ES a34 PC plans are in compliance With Waste disposal, sanitary protection and temporary grassing: IF THE CONTRACTOR HAVE E KNOWN N CAN REASONABLY Sewer and septic tank regulations. BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT P gu final Phase (Phase ITV IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C... 5 / REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 8E ENTITLED 1 TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 10, Great care shall- be taken to prevent oil- spills and leaks, in the event REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' that a spill shall occur, atop the spill source immediately and implement 1, This phase shall include outfall protection, any revised OR CONFLICT. f3k1Pis and clean-up for the spill. inlet protection and any other permanent devices. 5 OF 7 SHEETS , SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1, NARRATIVE: THE EXISTING SITE CONTAINS AN EXISTING STRUCTURE AND THE GROUND IS 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE TO CONSTRUCT A SMALL ADDITION. THE TOTAL SITE IS 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND APPROXIMATELY 0.04 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0,03 ACRES. UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL MONTH OF TEMPORARY GRASS MONTH OF Y CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED PLANTING RATE PLANTING PERMANENT GRASS RATE 2. DEVELOPER / CONTRACTOR: JEFF CRAMER AT THE EXPENSE OF THE CONTRACTOR. P.O. BOX 1397 TYBEE ISLAND, GEORGIA 31328 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 3. 24 HOUR CONTACT: JEFF CRAMER ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 912-412-3333 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE CENTIPEDE SOD OR 10 Lbs./Ac 10 Lbs./Ac c BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA /A MARCH- 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE JUNE (HULLED) JUNE COMMON BERMUDA (HULLED) CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER EROSION CONTROL IN GEORGIA. SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. JULY- 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5, EGRESS FROM THE SITE OLL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON OR CENTIPEDE (HULLED) 10 Lbs./Ac o A CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE, ALL CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED AUGUST CENTIPEDE SOD 10 Lbs./Ac ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. PUBLIC HIGHWAY. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS COMMON BERMUDA (UNHULLED) 10 Lbs./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- OR . t INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. CONSTRUCTION, THESE MEASURES ARE TEMPORARY, FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac 0 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE / GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS F "' DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING r CO PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS . PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1 ��� < % FLOW U O CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS, / ��� ✓ms`s F- PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! a, 1' , `:� ` %8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL • 11D � } Co N Z. 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION THE APPROPRIATE PERMITS HAVE BEEN ISSUED, a �A? opa �lfiM�v m LLT Q m = PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. �4 v •a o°o � / CI tD M O 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY / •Roo O 4C6-0....-- a; /. w 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER a� ••• •'•g°, .� • . SIDE VIEW Q J REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! TO REMOVE THEM. ,�:•0o+ooO•s;W;ye"q, r 0 -I O w ca r • • •• g°•'• i0���• o� E V < @J 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT a •• • �� .,Gb�••• :x!+00 Cl)- _ ••oOOOo ••• • O .• O ••.0c6A, ! AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR �•••• op.� o' •� Z d N 0 ••• o�.-•It**.:701. .moo.. • .�: •• % % ,, z SHALL NOT ORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE • •�� ••.•p J dQ •� 8p6;:' / / LL� CO, Z m �'••••• oo• • • / Z 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FROM THE 0 ER OR ENGINEER PRESENT, •�:;:*:.• �opo •••. °<v •�. ' ;•;! / I % 0 �-- z = �• ,.• duo•.' •�� 'gj , Q / Q WITH SEDIMENT. / ;'-,,•O • O • . • 1 FABRIC / J 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE ,.-•.,� „ •�•oQ • • •• •;v 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS • !,?;:: q,O , . • .1)0..477 �! u) FUNCTIONING EROSION CONTROL SYSTEM. AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION (N.A.A.) IN "PRUNING \�� " "=i°oo�� ` Ooh:+' �`� STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF ? W 6 MiNiMUM ��'..'s <<;• ••`•;' 4 TRENCH 13, EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. GEOTEXTILE UNDERUNER '`•.�.••4c' o m ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. `'`� .. ry LD 14 STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS Ns.A.R-2 {1.5"-3.5"} s o M W E N N VI "LIMITS OF CONSTRUCTION". COARSE AGGREGATE O PERMANENT GROUND COVER HAS BEEN ESTABLISHED, NOTE: OVERLAP 18" AT FABRIC JOINTS 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, STABILIZED WITH TEMPORARY SEEDING, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT T E V P O RARY CONSTRUCTION E X I T WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CO 16, ANY DISTURBED AREAS VI1TH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED CONTROL GRASSING". N.T.S. 6 I co w 0 0 BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA FRONT VIEW N 17, VEGETATIVE METHODS: IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY a y AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER o l ■ o WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER, GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE TEMPORARY SILT FENCE DETAIL w o cz COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. Sd 1 -A 7 N AREAS REQUIRING RE-ESTABLISHMENT OF GRASS OF THE GRASS OVER SHALL BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE Sd 1 - B LIME RATE: 1 TO 2 TONS PER ACRE 2007 2008 FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE - DEC JAN FEB MAR APR MAY Sd 1 -C 18. MULCH: INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES 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 SITE GRADING -- 'Q KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS z d 0 FOLLOWS • CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH UTILITY INSTALLATION NO71 APPLIOABLEr 0 ( O J MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED POST SIZE _ IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT, TO MINIMIZE LOSS BY WIND OR WATER. BUILDING CONSTRUCTION Q 0 w C, w THIS MAY BE DONE BY PEG AND TWINE METHOD,MULCH ANCHORING TOOL, NETTING OR FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) c D E(MAX) F p� � LIQUID MULCH BINDERS, PERMANENT GRASSING TYPE LENGTH <t .. Q A 4'-0" Soft Wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. Q x a ° 0 19, SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION oak 1.5"x1.5" APPROVED FABRIC. < Z 0U Z PAVING NO71 APPLIdABI/E'f USE WOOD OR I SERVICE AS BEING CuC (Chipley-Urban Land Complex). Steel 1.31b./ft. min. STEEL POSTS. 0 d CL. 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "A8" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL J En W - Lt( B 3'-0" Soft Wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" D.O.T. Q .� 1 F.I.R.M. COMMUNITY PANEL NUMBER 135164 0002 C, MAP REVISED JUNE 17, 1986. oak 1"X1" APPROVED FABRIC W W 0 USE REMOVAL OF SEDIMENT CONTROL 21. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A Steel .751b./ft. min. STEEL POSTS W m m MINIMUM ELEVATION OF 14.0 HAS BEEN SET, > " " " - I--'SITE DATA C 4-0 Steel 1.31b./ft. min. 30 18 28" 6" 4-0 USE 36" D.O.T. z I APPROVED FABRIC SPECIAL NOTES. ZONE..»..».».».....».».....».».»..».».»..»"A8" L ONLY POSTS USE TOTAL ACREAGE 0.04 -41 L 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED A REAGE....0.03 V' ° s �0 S.C.S. SOIL SURVEY FROM WEB SOILS � `T• °n P PREVENTEDED BY THE INSTALLATION OF EROSION AND m { P i e 0 T.yLor S , SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. v ao f°r s� e-9 FASTENERS FOR WOOD POSTS 5o r"''' .- GAUGE CROWN LEGS STAPLES/POST 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND �,- `� SW/ok st PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT CONTACT A MINIMUM OF 72 HOURS rZ° , Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. PRIOR TO DIGGING WITH LAND DISTURBING ACTIVITIES. ao o n panne 1, 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER �- �`t1d' ti 0, - HAS VISITED THE SITE PRIOR TO THE DESIGN OF THE E&SC PLANS, 3. EROSION Cat TROLL,, MEASURES WILL BE MAINTAINED AT ALL Nag `�s °� o '�y '�A TIMES. IF FULL I IMPLEMENTATION OF THE APPROVED PLAN DOES NOT o 'a A,.T CERTIRY UNDER THE AR PENALTY N OP LAW THAT THIS DOCUMENT AND ALL GAUGE LENGTH BUTTON NAIL/POST /� 9L 0 ATTACHMENTS WERE I'REPAREb UNDER MY-DIRECTION oft SUPERVISION IN HEADS PROVIDE FOR EFFECTIVE EROSION CONTROL, ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIEb ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE TY t•3 E E ISLAND a Q BASED UPON HO MY-INQUIRY PRSONS OFETHENPeI2SON OR RESPONSIBLE FOR WHO MANAGE THE SUBMITTED Nails 14 min. 1" 3/4" 4 min. �g<@ tiw�•� IMPLE VIENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. SYSTEM OR THOSE PRSONS TION SUB RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY UTILITIES PROTECTION CENTER J0 KNOWLEDGE AND BELIE, TRUE, ACCURATE AND COMPLETE. 1-800-282-7411 I A1,4 AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING 4. CITY OF TYBEE ISLAND PERSONNEL SNAP.. HAVE THE RIGHT TO m FALSE INFORMATION, TNCLUbING THE POSSIBILITY OF SINE AND INSPECT STORMWATER FACILITIES AT ALL TIMES. o IMPRISONMENT ROk KNOWING VIOLATIONS, 3, "1 CERTIFY THAT THE PEI2MITTEEIS EROSION, SEDIMENTATION AND(� POLLUTION CONTI20{. PLAN PROVIDES FOR AN APPROPRIATE ANb (/ ZO\S T ,� 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. m COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED • BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL / ` Q FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL! PUBLISHED y °{8372 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JC` �. Z$$IQI(AL Location Plan 6 T JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS T� �2 THEMSAMPL�INGOOF THE STORM WATER IOUTALLS AND THAT THE DESIGNED F I E���� 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN 'iQk A. VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 10000V 111001. I?,,02.,,.,. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ATLANTIC OCEAN. ,_ (3Y ; Monk A. I3oawe!I LEVEL II DRAWING NUMBER 7)' ,1,3 Level II CertHtioghion No. 2104 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER ° S'^eer CERTIFICATION THAN 14 DAYS SHALL BE STABAUZED WITH TEMPORARY SEEDING. N0. 209 ISSUED 11-5-05 10.A HYDRAUUC AMENDMENTS FFECT ON REVISIONS HE PROJECT MUST& BE APPROV�EDICBY THE EXPIRES 11-5-08 DESIGN ENGINEER. REffi 6 OF 7 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.D.I. AT LEAST 14 BAYS PRIOR TO E3EGINNING CONSTRUCTION ACTIVITY. WASTE MATERIALS : 1. All waste materials will be collected and stored in a securely lidded, metal dumpster, The dumpater will meet all solid waste management regulations. AU. trash and construction debria from NAME : PHONE the alts Wilk be deposited in the dumpater. The dumpster will be emptied a minimum of once per week or more often if neoeaaary COMPANY FAX and trash WILL be hauled as required by local regulations. No a ADDRESS SIGNATURE construction waste Will be buried on-site. ia E ADDRESS • 2. ALL personnel wilt 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 GS CC LEVEL IA CERTIFICATION NO procedures are folloWecf } 3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS { v OR WATERS OF THE STATE, . Soil Cleanup and Control Praotioea NAME : PHONE 1. Local, State and manufacturer's recommended methods U for spill cleanup will be clearly posted and procedures COMPANY FAX ; will be made available to site personnel, j '� O ADDRESS SIGNATURE 2. Material and equipment necessary for spill cleanup will �"�•/ t- be kept in the material storage areas. Typical materials and d W ADDRESS equipment includes, but is not limited to brooms, dustpans, INSPECTIONS ; f 111 - Z mope, raga, gloves, goggles, cat litter, sand, saw dust and T T T -, CO �N properly labeled plastic and metal waste containers. Primary Permittee, t_1_.! GSWCC LEVEL IA CERTIFICATION NO, (� Q . Spill prevention practices and procedures will be reveiwed 1. Each day when any type of' construction activity has 1 (5 0 0 after a spilt and adjusted as necessary to prevent future taken place at a primary permittee's site, qualified D spills, personnel provided' by the primary permittee shall Z < ° I� �I inspect • (o) alt areas at the primary permittee's site Li W 4, AU spills wit be cleaned up immediately upon discovery, Alt where petroleum products are stored, used, or handled m spills will be reported as required by local, State and Federal for sputa and leaks from vehicles and equipment ; (b) .-+ NAME PHONE regulations. T � <( � all locations at the primary permittee's site Where V) z ...el N O vehicles enter or exit the site for evidence of' off-sits T T T , ,-- COMPANY : FAX : 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A sediment tracking ; (a) measures rainfall once each U Q z m SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE twenty-four hour period at the site. These inspections Z = ADDRESS : SIGNATURE CENTER (NRC) WILL 8E CONTACTED WITHIN 24 HOURS AT must be conducted unfit a Notice of' Termination is �" Q 1-800-426-2675, submitted, } ADDRESS ; 6, FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL 'Q 2. Qualified personnel (provided by the primary permittee) J GSWCC LEVEL IA CERTIFICATION NO. CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT shall inspect at least once every seven (7) calendar days � T 1-800-426-2675. and within 24 hours of the end of' a storm that is 0,5 inches U 1 or greater the following • (a) disturbed areas of the primary 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE permittee's construction site that have not undergone final WATER IMPACTS THE GEORGIA EPD WILL BE CONTACTED stabilization : (b) areas used by the primary permittee for WITHIN 24 HOURS, storage of materials that are exposed to precipitation that (f) NAME : PHONE ; 8, FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE have not undergone final stabilization and ; (c) structural WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL control measures, Erosion and sediment control measures 0 COMPANY ; FAX : AGENCIES WILL BE Lndentified in the Plan applicable to the primary permittae'a CONTACTED AS REQUIRED, site shall be observed to ensure that they are operating in ADDRESS SIGNATURE correctly. Where discharge locations or points are acoesible, , fhe ticensed professiona 9, The contractor shall notify l who they shall be inspected to ascertain whether erosion control ADDRESS prepared this plan if more than 1,320 gallons of petroleum is measures are effective in preventing significant impacts to receiving Water(a), For areas of a site that have undergone x 1 stored onsite (this includes capacities of equipment) or if any final stabilization, the permittee must comply with Part GSWCC LEVEL IA CERTIFICATION NO, one iece of equipment has a capacity greater than 660 co gallons. The Contactor will need a Spill Prevention Containment IV,D,3,a(3). These inspections must be conducted until a Notice c' c°., and Countermeasures Plan prepared by that licenseed of Termination is submitted 3 o professional, m fv, cv , 3. Qualified personnel (provided by the primary permittee) a i r shall inspect at least once per month during the term of n o this permit (i,e, until a Notice of Termination is received by .n EPD) the areas of the site that have undergone final W i o stabilization. These areas shall be inspected for evidence ' w z j PRODUCT SPECIFIC PRACTICES of', o, or the potential for, pollutants entering the drainage + mo ca.> N system and the receiving. water(a). Erosion and sediment 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars control measures Identified in the Plan shalt be observed Will be inspected daily for leaks and spills. This includes on-site vehicle and machinery to ensure that they are operating correctly. Where discharge daily inspections and regular preventative maintenance of such equipment. Equipment locations or points are accessible, they shall be inspected maintenance areas wilt be located away from state water natural drains and storm Water I to ascertain Whether erosion control measures are effective APPENDIX B drainage inlets. In addition, temporary fueling tanks shall have a secondary containment in preventing significant impacts to receiving water(a). 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 Nepheiometric Turbidity Unit (NTU) Tables disposal as required by local and State regulations, 2. Pointe / Finishes / Solvents - All products will be stored In tightly sealed original containers when not in use, Exoeas product Will not be discharged to the storm STORMWATER SAMPLING Cold Water (Trout Stream) water collection system. Excess product, materials used With these products and SAMPLE ANALYSIS product containers will be disposed of according to manufacturer's specifications < Q and recommendations, 1 Storm Water samples are to be analyzed in z Surface Water Drainage Area, square miles accordance with methodology and test 0 - 3. Concrete Truck Washing - NO concrete trucks Will be allowed to wash out or discharge procedures established by 40 CFR Port 136 Cr 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ surplus concrete or drum Wash water on-alts and the guidance document titled 'rNPDES 1..1.. a Storm Water Sampling Guidance Document, H 0 lit Q 4, Fertilizer I Herbicides - These products will be applied at rates that do not exceed the EPA 833-8-92-0011' manufactuer'a specifications or above the guidelines set forth in the crop establishment a CO < C 1.00-10 25 50 75 150 300 500 500 500 or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of 2, Storm water is to be for nephelometric turbidity < �( Q these materials will be under roof in sealed containers, units (NTU) at the outfalL location. A discharge of Q (Z SITE SIZE 90.01-25 storm water runoff from disturbed areas where 0 Z )"' 25 25 50 75 150 200 500 500 5, Building Materials - No building materials will be buried or disposed on-site. All such beat management practices have not been properly S Z Ov ACRES materials will be disposed of in proper Waste disposal procedures. designed, installed/ and maintained shall constitute a 0 Z 25.01-50 25 25 25 50 75 100 300 500 separate violation for each day on which such conditions results in the turbidity of the discharge --1 {)) �• exceeding 50, the value that was selected from L-i 50.01-100 20 25 25 35 50 75 150 300 Appendix B in Permit No, GAR 100003. The NTU is LLI Lu based upon the disturbed acreage of ???? acres iii ill 100.01+ for the project site, the surface Water drainage (Y] M 20 20 25 25 25 50 60 100 area of' ???? square miles, and receiving water > LI SAMPLING FREQUENCY which supports warm water fisheries. ZH Storm water samples shall be taken for the following events • (a) For each area of the site that discharges to a receiving SANITARY WASTES : stream, the first rain event that exceeds 0,6 inches and allows for monitoring during normal business hours. (Monday thru Friday, 1, A minimum of one portable sanitary unit wilt be provided for every ten 8:00 AM to 5:00 PM and Saturday 8,00 AM TO 5;00 PM When (10) Workers on the site, Au sanitary waste will be collected from the oonstructionactivity is being conducted by the Primary Permittee) that portable units a minimum of one time per Week by a Licensed portable pp g occurs after all cleaning and grubbing operations have been completed facility provider in complete compliance with local and state regulations, Warm Water (Supporting Warm Water Fisheries) in the first drainage area of the location selected as the sampling location ; 2. All sanitary waste units will be located in an area where the likelihood Surface Water Drainage Area, square miles of the unit contributing to storm Water discharge in negligible. Additional (b) In addition to (a) above, for each area of the site that discharges containment BMP's must be implemented, such as gravel bags or specially to a receiving stream, the first rain event that reaches or exceeds designed plastic skid containers around the base, to prevent Wastes from CONTACT A MINIMUM OF 72 HOURS 0,5 inches and allows for monitoring during normal business hours contributing to storm water dischages, The Location of sanitary waste units PRIOR TO DIGGING 0-4.99 5-9.99 10-24.99 25-49,99 50-99.99 100-249.99 250-499.99 500+ that occurs either 90 days after the first sampling event or after must be identified on the Erosion Control Ptan Grading Phase Sheet by pienc all mass grading operations have been completed in the drainage the contractor once the locations have been determined. .4, area of the Location selected as the sampling Location, Whichever `.� t come first 1 B. Sanitary Sewer Will be provided by Municipal Authority/Septic System at 1.00-10 75 150 200 400 750 750 750 750 the completion of this project. / (c) At the time of sampling performed pursuant to (a) and (b) above, V/ 10.01-25 50 100 100 200 300 500 750 750 if BMPs are found to be property designed, installed and .maintained) HAZARDOUS WASTES i cg` a�� no further action is required, If $MPs in any area of the site that SITE SIZE discharges to a receiving stream are not property designed, Installed 1, All hazardous waste materials will be disposed of in the manner UTILITIES PROTECTION CENTER 25.01-50 50 50 100 100 200 300 750 750 and maintained, corrective action shall be defined and implemented - specified by local, state, and/or federal regulations and by the 1-800-282-741 1 ACRES within 2 business days, and turbidity samples shall be taken from manufacturer of such products. The jobsite superintendent, Who , discharges from that area of the site for each subsequent rain will also be responsible for seeing that these practices are foiloWed, 50.01-100 50 50 50 100 100 150 300 600 event that reaches or exceeds 0,5 inches during normal business will instruct site personnel in these practices. Material, Salley Data hours until the selected turbidity standard in attained, or until post- Sheets (MSDS's) for each substance with hazardous properties storm event inspections determine that BMPs are properly designed, that is used on the job site Witt be obtained and used or the C) R C l q 100.01+ 50 50 50 50 50 100 200 100 installed and maintained, proper management of potential wastes that may result from these -,ii lit s RFC products. An MSDS wilt be posted in the immediate area where ( 0 . such product Is stored and/or used and another copy of the v.2; MSDS will be maintained in the ESPCP file at the jobsite construction * PRonss liAL trailer office. Each employee who must handle a substance with Z-Z,Z.p;- hazrdous properties will be instructed on the use of MSDS sheets F G I tti� v and the specific information in the applicable MSDS for the product 4 ., he/she is using/ particularly regarding spill control techniques. '"P A, I.• 2. The contractor Will implement the Spill Prevention Control and Countermeasures (SPCC) Plan found Within this ESPCP and wilt train all personnel in the proper cleanup and handling of' spilled DRAWING NUMBER LEVEL II materials, No spilled , hazardous materials or hozaraoud Wastes wiu be allowed to come In contact With storm water discharges, CERTIFICATION If such contact occurs, the storm Water discharge will be continued on site until appropriate measures in compliance with NO. 2104 state and federal regulations are taken to dispose of such C 1...7 ISSUED 11-5-05 contaminated storm water, It shall be the responsibility of the job site superintendent to property train all personnel in the use EXPIRES 11-5-08 of the SPCC plan. 7 OF 7 SHEETS