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09-0471 Robinson
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CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 11-6-2009 PERMIT#: 090471 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TAYLOR ST OWNER NAME BILL ROBINSON ADDRESS 20500 COT RD#515 CITY,ST,ZIP LUTZ FL 33558 PHONE NUMBER 813-965-2260 CONTRACTOR NAME AMERICA'S HOME PLACE ADDRESS 152 THUNDERBIRD DR STE 207 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1829 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,512.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $253,000.00 TOTAL BALANCE DUE: $6,512.00 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: .):49yytArLd Cjio P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org s CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/28/2010 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 090471 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME BILL ROBINSON CONTACT ADDRESS 20500 COT RD #515 CONTACT CITY STATE ZIP LUTZ FL 33558 PROPERTY ADDRESS 3 TAYLOR ST APPROVED BY: I / P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 411 CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW DATE ISSUED: 04/23/2010 PERMIT#: 090471 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TAYLOR OWNER NAME BILL ROBINSON ADDRESS 20500 COT RD#515 CITY,ST,ZIP LUTZ FL 33558 PHONE NUMBER CONTRACTOR NAME AMERICA'S HOME PLACE ADDRESS 152 THUNDERBIRD DR STE 207 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1829 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,864.50 D PROPERTY IDENTIFICATION# Sit PROJECT VALUATION $137,175.00 XIA 4 ENGINEERING REVIEW TOTAL BALANCE DUE: $262.50 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. 10 , (cie.9 Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson � � henson Avenue, Suite C Savannah, Geo�gi31 Tel, (912) 355-7262 Fax (912) 352-7787 ,1 )ra L-• davisenginc ac bellsouth.net �{ d n AFF\INVOICE April 23, 2010 Invoice#2090,ti'3 ........ Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: Lot 5-A 3 Taylor Street Bill Robinson 04- -10 0.75 hours Met w/B.Robinson & R.Smith at site Reviewed and approved rvsd. design 04-22 & 23-10 0.75 hours 4 site visits (1 22nd & 3 23rd) 1.50 hours @ $175/hourTotal Due =- $262.50 Total Due This Invoice Based on my observations and experience, to the best of my knowledge and belief, the drainage on this project meets the requirements of the permit. ( 041337 q_ 23 - I0 a c (4,2x1 09-o LI 7 j . A P BOSWELL DESIGN SERVICES, INC. 703 NASSAU DRIVE SAVANNAH, GEORGIA 31410 972-897-- 6932 LAHBOSOBELLSOUTH,NET April 19, 2010 g 3 gym ii`, Diane Otto APR 1 9 2010 Planning and Zoning —I Tybee Island, Georgia By; (] ........ Re: Robinson Project Lot Number 5-A Taylor Street Tybee Island, Georgia Diane, At the request of the owner and the contractor, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization with the exception of the west side. It was noticed during the inspection that bare earth exists on the west side of the new residence but we do not believe that this area will generate silt which will migrate from the site. The silt fence wrap also needs to be removed from the new inlet and new sod removed from the top of the grate. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell ' Z 0-10 l0; 20 a^ rto.d ?cf ema�lt d ` so ',W -,r IAS P til'i on Dianne Otto From: Downer Davis [dkdbus @gmail.com] � Sent: Wednesday, April 21, 2010 12:40 PM "C! 2. 1-1 0 Z 14"Sp n-, To: Dianne Otto 9 gved Ca 3r3 Cc: Jonathan Lynn; lahbos @bellsouth.net l 1 Subject: Fwd: FW: site inspection- Robinson, 3 Taylor St. e o< :nd P. Attachments: BR-COMP.doc Diane, I spoke with Jonathan about this project mid morning. I went back by around 7:am. It appears to me the rear 20-25' of the back yard drains south onto the property of others. I repeatedly cautioned the Bill Robinson and his subs about my concern that the stormwater be routed to the onsite inlets as shown on Mark's plan. I await the City's direction or Mark's response before I act further. Downer Forwarded message From: Dianne Otto <Dotto @cityoftybee.org> Date: Tue, Apr 20, 2010 at 10:19 AM Subject: FW: site inspection - Robinson, 3 Taylor St. To: Downer Davis <dkdbus @gmail.com> Downer, Attached is Boswell's certification for the Robinson site. Yesterday I gave a copy of this to Gene Kindrick. He just called and said that he worked on the things that Mark spoke about in the letter. Could you go inspect and let me know if the site is acceptable? Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: lahbos [mailto:lahbos@bellsouth.net] Sent: Monday,April 19,2010 2:46 PM To: Dianne Otto;BDataBill@aol.com Subject: Re: site inspection 1 4- C0 -r0 3., (oS ids �n 0 I cos _ 4-0 kvi 0 r e- , s 7L //eel o k. 4-0 r e- i S- a : I e. I0 s),0 0,Ik' o c X C0; Dianne Otto i 5i ,0 7l From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, April 01, 2010 7:47 AM To: Jonathan Lynn Cc: Dianne Otto; lahbos @bellsouth.net Subject: Robinson on Taylor Street At the request of the Engineer, I reviewed the grading on the site prior to ground cover stabilization. Based on my observations, I believe the grading is not complete in the very rear of the site. There is an existing grate inlet on the east side of the site. The swale from the new opening on the south side rises much steeper than necessary. If graded at a flatter slope, this swale could extend clockwise southward on the east side and westward on the south (rear) side to provide proper drainage. In the current state, I believe that runoff will be blocked on a portion of the existing residence to the rear. --g u.,QA -£a.X .q-7'ZZ 7 City of Tybee Island • Community Development Dept. ITINV„. ii ' w, "' •-, , Inspection Report a .4,, iiiii" 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 Permit No. 09 - 04 71 Date Requested --/--- 2 2 --/C , Li) Owner's Name r... oh,41_,-)4 Date Needed- Gen. Contractor /40 fx.e._ P/c P) Subcontractor . Contact Information --- -:----) ," 0 (4' ) k-Fq 1 - LI/ 9411 Project Address 3 ______± -0 ' Scope of Work , • -- i ..,. 1 1 Inspector ,- -/±Q_____e"L;Ap ,ae, 17 Date of Inspection : 22 A_Inspection I.' t-_-_-. /VA Pass big Fail El Fee / k 5--Q.... n .) -(z_.7-- 1 .L; 0 in . AIL: / 2- , re\te-_ , Is plpc_iod2.ci 1 q +i- , _e, -''' U fl ( -3 S D 1J • -14. ( fP Inspection Pass 0 Fail 0 Fee Inspection ___ Fail 0 Fee Inspection Pass 0 Fail 0 Fee U.S.DEPARTMENT OF HOMELAND SECURITY 1e c ELEVATION CERTIFICATE_ OMB No. 1660-0008 Federal Emergency Management Agency + Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Bill Robinson Policy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 3 Taylor Street City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Lot 5-A of a recombination of lots 3,4&5,block 32,Fort Screven Ward A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.N 32 deg 01.4080 min Long.W 80 deg 50.8940 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes (El No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8,Flood B9. Base Flood Elevation(s)(Zone 13051 CO213F F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE .12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 16.8 (El feet ❑meters(Puerto Rico only) b) Top of the next higher floor n/a. ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet El meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.1 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.4 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 7.0 Z feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6.8 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.❑ 0:0 0.R ! Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No *' ZS TE�4, *` 4 Certifier's Name J.Whitley Reynolds License Number 2249 .b 249 I Title Company Name J.Whitley Reynolds,Land Surveyor VI 7 % N t11 0 Address 636 Steptten an Avenue,Suite C City Savannah, State GA ZIP Code 31405 ,S' n Signature rate 4/19/10 Telephone 912-352-0464 f� . AV" , r �1 FEMA For %':1-31, Mar 09 See reverse side for continuation. Replaces all previous editions / .,H..,, ,.p•(,.e.)..5 7.-, / c i ---- ----- ( ) / •..,..• . as r ,:lbee Island • Community Develmoptuent_ 31328 At Itept. Inspection Report *.;-,..-•• ,,,'•',,. p, P.D. Rex 2749 - Tybee .I. Jand., Q,....i....__,IL i ''':•... ''..:•• (400912.786.4573 ext. 114 • Fax 91_2.786.W / I . rnii t iv 0 Lr: -_IL Date Requested Pe -... /,----) / Ownees $••-,F.-, ,s- D /^) Date Needed lot 4 . -70 / ..D 1-- , . - 1,42,) ! ; ubcontractor Gerl d. / -- Centra4 1 ..- Q S r-; e j '..q -.- . . . ,.__ ,...' Lit i ." i CIL •-,-._. ....._-_,,... In&MO 1 I a L4 1 0 C.: _t _L_IL "*...s".......................„--,-,........._.--„.--..-,-...- / Project Addres- Scope of work_ inspector 14 Date of Inspectictn ., •.:-- • / -- irisPectio r. 1 c..... -11: n a l • "e" . , ass all- •, ' Fail / • 4D-- t'ee ........ . / • 1 I nSPeCtiOn . 1 ,4- Pass c5.,Ss 1,:i. Pee [ . •tZ_i____ — \ 1 / I i / l /I. Inspection ____________ Pass 0 Fail It-ee I . i . • 1 . IInspection Pass 0 Fail I k• I, l• r la'02,;1, k Glf City of Tybee island • Community Development Dept. Yill. Y, . •• •.V .;.... • , ...., Inspection Report Z od e• 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 ....D., ' :-!i•-•.,..;.,;:,-.. Phone 912386.4573 ext. 114 • Fax 912.786.9 ..._._ _ Permit No. 10q-04-17i Date Requested 4 f 0 Owner's Name Q5 .__ Date Needed I q Jo _ 4 jft e Gen. Contractor a . t:-2./..._41, - _ ft. Subcontractor ..,_ 1 Contact Information _ 1 U 1 N.tiri_., 3 4 1- (41614 ..› IL-, -....-- Project Address (Ay')4.3-0_, Scope of Work N)l (°0 Inspector lig Date of Inspection al? /0 11111V, i Inspection . al R - Pass frA Fail cj Fee gp,ss Inspection --- Pass 0/. Fail Fee oir\ --1 , Inspection_ Pass Fail t Fee ..---- I A (local c:,01)z-p-eb / -1.341-Dc 1 1 -1410 -p(4.)41Ec-lo, 1-:::67. _.-- Inspection .7)-r, , „ i , , ..„ --). ,, j',5(7,%"?' r-..7.:...,;.. Fail , - Fee hibra ... -..... f 1 P4 may- 1s4 IT__ _ 1 ioso / prico - 0 ..;77-,e: ci-r„,,,:ts.--1,6 ..Q ymiEe-A-k / (-i -IPP ):zyrt. -VI tf-oifievA Kr(--_ s ...4. , - 0 , A-11Z-- s )), "Pc0 1 j__ VS, 1-44-hs■V-7-4611 1 44L'i- '''—'.■-- ' --r: ■ 1 ic cr09 CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEES DATE ISSUED: 02/04/2010 PERMIT#: 090471 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TAYLOR ST OWNER NAME BILL ROBINSON ADDRESS 20500 COT RD#515 CITY,ST,ZIP LUTZ FL 33558 PHONE NUMBER 813-965-2260 CONTRACTOR NAME AMERICA'S HOME PLACE ADDRESS 152 THUNDERBIRD DR STE 207 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1829 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,602.00 .A® PROPERTY IDENTIFICATION# , • CO I/71 PROJECT VALUATION $137,175.00 REINSPECTION FEES— TOTAL BALANCE DUE: $ 60.00 FRAMING&INSULATION 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: / i.•..._ :— .� P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org . :.• - ' . . . . • --. • Pella° EnduraClad® Wood Double-Hung Vent - . • -ProLine® . Includes. . . - •.. . ., . '• -: • 450 ProLine Series ,, 13; 1] Diollisor\- . . . • .. . : . . .: . 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'' . •',1/,, •',Wi',,s,,, Ili! *'....Ad,W,,,,4...4\ ":1,..:Ii',V...,.„' ' ''• .:4.53;),, 44.4..,.',,. ., • ..,„. • sow 011.111.1.1011 ...,..,.,r,N,.... i;...:?..f..;:Aair. ,,,i_::4,$,';;;;,,-;e•-: East Coast Hurricane and High Wind Speed Zone Design Pressure Reference Guide 1 `1 Q i . .......... ..ast Coast Hurricane and Pella® EnduraCla& Wood Tilt Double-Hung Vent High Wind Speed Zone fA Design Pressure Includes 450 Pro Line® Series Reference Guide Vent Units Design Pressure Rating Example Opening I'9,• " 7 1''4" 2'5,',' 2'9,4" 3'17.'4' 3's')4' Window meets DP Frame 1'9" Z 1" 2'5" 2'9" 3'1" 3'5" 40 rating without any modifications as it Fi•t1J It141,1 El.' ,.. ,IETS -Not,' - - .1 :.,_.A comes from the factory. .., Iji .ttfl 24 14__Tas• R_J---mg. z.?:0,16411 Window meets DP -- -- it4 -4 $ , ,Ah,,. :1 'iirs:Tii'', '!'1.-;:tt'',' [ ., [:.:,.,,,,v • . -51gx-A — 50 rating if the DP Enhancement Kit is ... In En) In 0 il :tali 1 ltia.',., X. :41' added(see following 2i41 2:741 2:141 3.,'f.1 1 T741 page for instructions). , - ., ?!.:.›.., ;:,7'.-4.,..ii 40-4.•4, P.,, ' ,%''. If there is a number in the top sash only the DF — — — fii,i !'g; i4,:t i egg -.4i0 Enhancement Kit is not applicable. io • li4.' ;4k.:':i l'.,:i$iiiiia I tc:V!': '-',".irfli. Tempered glass is available on all units. 2147 2:)41 .e.:44.1 334 i A747 TA PT1 FPAS Approval Number i 1,i:i'V '''', ..f:.-; :0';?.,:i L''''- immin = FL6432.2 irj 17213te; , e 03:pisilil 6, ,,,, g.J,u,..:,?;•;:-,,,), , , :`,! ..0144ii,,,i1,k. ...-_- FL6432.3 ,i,1 53 1-1,)..1, ..11:)53 3.,':3 :n., 3 415? °4 . .. '''':? i = FL6432.8 , ,5. 'FFI4 [':111 .1 3:0 . :::,,,i, ,..2 ;:c.:!' = FL6432.1 0 . . 71,7. '';';'1 ' ''' '..,-•:ge:, [''. g 1 ;51.u' v4:141;;,(44:M'i, - FL6432.13 i.-', k'',v,.-ii! :,„,.:.: ri !_, LiE , , r ,>,'-d,.?s,$. 7tV!,':,-‘, — 21:p• ;21,: :341:; 3,-.:7 4'1..7 TDI Approval ---,i1 ,,...4,4-1 „,,,,„,„: r,, Pigi I 4 ,-,..-q, _:, _ .„, , 1* 4 .„ I !,3,5,,,,, i 30 WIN-694 ...:?;, ';''7-4fj” :Vk.-; ::".Y%; f,,,- , ''''r r`3. rx• irr, F-1:4,b,.;,..,i1 1.4 -,,. ).i6o ,., riik i:',4") '''-.-.i''4T. I 11:33:17T2 E 1,1,, ,:.,;';:;,, 2 IL__ c ...„ ,„ En En in Rat 11-;i1,10 v 130 Ei A0;kr.i.::41g 4-,-f E 311,',770i,741_4't-:.;,,A 1 •:'30 -..:' • E _ 1,,:-- — 1, •'.:-::'-, ..— r-- I .,,,• -,. .' ', - -, • - - , , li . . 1 j :.'...1,,:ls... . . -- L_' ' r'...'' '' - - iE - ' ;" E 'E ' ,-----;E )171 :.;,;71 iton0.7'41 ,,,;:=Z rtt, Ln in FL, :0 0,4Di,'■'i 77:1-frg i Egress Notes: E = Window meets minimum clear opening of 24' height,20" width,and 5.7 ft'.Check all applicable local codes for emergency egress requirements. H=. Window meets minimum dear opening of 24" height,20" width,arid 5.0-T.Check all applicable local codes for emergency egress requirements. 1383 NOTES 2-78 1383 • Pella® 250/450 Series Double-Flung DP Enhancement Kit Installation Instructions �flWa..i15aCY 5 gg e j t 4' ! 1 v jct �. IF",..v iw #SA' x i l ell ` f Rk�t r t• x S F is 1. In the groove That the lower sash travels,mark 2. Center Enhancement Torrrinal Plug(with two t the center between the too of the unit and the screw holes)at the point that was marked in center of the unit.Raise the lower sash slight Step 1.Drill(2)7.164'holes into the jarrbliner ly and rernwe (See wv:4 retla.com for sash and jamb,while using the Enhancement removal instructions—Praline CH First lerminalP154sasguECa. Adjustments.)Slide sprier sash down to the 1000, y bottom of the unit. fa t x' 4 k7rr ; �S+8k {Y �t r. s • s v o DP Enhancement 3 r " r� ��f/ + +ol„ t ,x rf{� � a � rck �, �,3irf.F 4}� 11it F,\F•,ir"�`� i �1 r¢ ' x � �' � dd'�U4r amt 'S S4 4 F 3. Add Enhancement Plug screws(longer 4. Place Enhancement Sill Plug(with ore screw screws)to the'Terminal Plug and tighten. hole)in upper sash groove,at the point Tighter only until snug and avoid collapsing when the jamb and sill meet, the jambliner by overtightening. Repeat Steps 2 to 3 for opposite sic a. r . '^V ate 4 µ ', tri+ r a aa, wr r¢ •s.-. 1-' ,{� ;;a ap � 1,S b `�'� •xY`37,.:`y1�` tiRl�. , t4'Ur'kNayyt. .^.s *. i'^'T 67' 5. Grill(1)71154"hole through jarnhiiner and Into It Secure Enhancement Sill Plug with screw. jamb while using the Sill Plug as a guide Tighten only until snug are avoid collapsing the jambik-er by evettlghlening.Repeat Steps A I D b tor up risie side. NOTE: For ease fn future tilting opetahons. Lower the upper sash until the top at the sash is below the Enhancement Terminal Plug prior to tilting the sash to the interior. �y, f T. Open the window by Cully lowering the upper 10. Install the Head Bracket with three sash.At the head of the window.In the space li10 x>/5 screws. above the upper sash and just behine the exterior aluminum trim,measure and lightly 11. Race tar;"Peer sash to its r:lose;i Positiert mark the center at the v:induw from side to lu make with the Hen there doss nrif rrkrteu,with the sash. 't there is intoner sic o. pace,recheck yaw installation. B. Place the Head Bracket sc the center screw 12.. Reurstafl the M>riurn ash. (See hale is aligner:with the center of the win tow. - rvww.oalle„if,inn-instruc'iinns. The:turner nil the Heal P.raeket shenid ire ageirst the vertical leg of the aluminum trim. B. Mark and drill pilot hetes fur the three screws. 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AND / FAS■eN,s, ar 1--,T-TERS, I . 17RwE f,:7,1 wAsTF,T•ep—7 .-—Y 1 r4 224 8i.i_sK 4.1•E;) FASTENER 13';' OTHERS \ -',..?) ,•:,E., shELT ..) • ./ / FAsIDER Sf OTuu6 , •I 1".. 1 , i -_-• ` \ I-'" 11 . ! rr „ •.:::" , : i / [.... __ ®,,,---. 0-t--)-‘, ' ----r----; I i - !,T• S.E.1.-LANT --- --, ,.. .,, __--:, f 1 \ -1,,-(?) \ ,,, ;1 - ..-. Ely 3-F.-EPS " i/2' \rtilkl,_ii I Ar CC NTIbt./47)1.3--. „... -,-, r MAX. SPACE ' \ I I Z't.'-''' ,•/`-‘J-g-) L --, , ...,."..•• -kir,_ !A 0 ' • SEALe,N 1 '• . .. ,,, ., . I., 1 ' ' '"'`11., • / -L-RA4.1E FM FASTENER [4 I I - '----, ' _.._i_. ', ',/ I ii (s. l',-0 -re) •- ,' _.„; . 1 \ / / V.:EE 11-EF.7 ••••: 1W3 .‘411-. 1111 . - 1 1' . • d 1, •.4 ;x. 1 - t / , 1 , ii \ '-' FRAME FIN FA.S7'ENER-..„, . \ I 1 I I '':..-------' .--,., • ••. ) LI„,-„L-__ I) .,,.,,,,•• .„,,, (SEE Si-FET 1,1 ._, j '''••, ' I] / I. [ - '1\ \ 3 6,-.---4._..,,1 \ i 1 -ei,- . 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SEALANT Ett• sew 1,, 1 I ___7' I — I '.--,A51j; ktonSE * T.:1'7;0N. 1.11..15:11 A.t.H3 sTA,ALED. • -va .,:iir.f. .-....E COIT'INUOUS 5■1...17.,W.0—. --, F-...• ,, sasp co LAPPED & M113".1E.D 7 4 1 J/"...'2"AA NFALFC 7 a 2,'.,_'••': ...-.1R r/s- TEMPER:TO .,0 .SCP•Ew TO- 1 / ;-EiNINAL PLUG P/N 3 N . •---,;.e. ., FULLY PENETRATE • ,,,..„.4..f..4 .- :r50Z0002 ,'PA11 1 OF ft c,ITE \ I.• .1. \ , _7/ ..",OR . ;10 k 5/9- VCOLI JAMB \ . - `+-•-,,,' . FIE_D ai:D-ON 1•&. TO :,../13 .3,PACER i' RE POSIT:ONE) Al • sc.p.L..v .',3 PER I 4/_ '' IsitC SPAN CI: rer, SASH La ii : I I CLIP 1 -„ (1)(1.1: 0•R•1 r _ -- - kz-0. I N. fa . ..1NyL ,..'.-1 „.,-- • ' „..,,,,--4,-.L.,' 1 7 2 FT''''. I---77-_- , H wee 0 .AmB r pLuc; p/ki 750'1'0.002 ; .5 AI , . 11-4r...--'" (PART Cor FIFLP --v. ,- .ciZ L'sk• ' -1 ''..1., J 4 "1- EFAL.ANT .",,,,?,,5....,-. __.,,..___:.-..., -.... • h ADD-ON Kr) To EE: 1':- i';;;‘■-• s.---'''-- L 1 i '—(31) 1 l-jr I f"X".. PO SMCNED AT eArsc • ..- t'l OF EAC:,',' STIE ...:AME 'T9C ■11.,__, t C,” LONG H......AL, ---•`' 1 ____.1 R.R.NaKET PM 0..". '---Th'.—A IL/5—lExr€776—Ai .1----------.. __,- . 1 7 4'6"...3C06 --'..: 2E. 1_.,,,_ ••=•,..1 ',..\ ,''gr: .....". ----......., __.--- : 1/4" __I PLACal :AT • 1,.., (-:•.-1\ -• MAX. Si-PN. !..licspku oF lial: FILD AD[-ON IT OCThIL HELD ADD-ON KIT aLTAIL ,-;,I -.,„-..0, - nN gr. rr:riTI,F.,.; __ •,,, f.LIEa r ', (SOF: JAis4fe) ,.1..r 1 ..,Li ----_, I , 1„.■--1 .' . i MAME Fii4 FASTI:AF_F2-7 „SECTIO IA ., { (SEE SHEV 1; ,.. SCALE 1/2 RIA,I. d - • litiffillill SREET NC. { -- . -- —-- .--— ---- - —. ______.------r•-••-,-,----.,----r•m...-- , 2 ''' 4 1 1 Double-Hung Vent Window Installation Drawing - Drawing 2 of 4 � � • 0.,,,,,:., : ...., „ , . 1 .....,,,,r Design Data iii:!' ,i0,!,,,z ,',,',51,;,.:4-:,:,w,,,a..2.7.goitt ,..;,,„42,714,,,,,,e=:;,..•,..„.040 -''.,-••:',.,---'45.-. ity.i.;•7; 4 ... „,.....,Y.44/triv.,,.e...4.AV.,,s,,T4 )1 [?: J 1' 4. . — _ -_-r _' ---.' ~~~`~,~~ ` ..~~~~~° 10474 R ill rw vvi | ^,° " '~~~~ ~^~ tri~'—~ ~�= 2977 F .' -/- — _ ~. 11.7 15.5 °,. ,m/ 29-13/16 1/-1 ��4 �� _� _'_______-~_.~�~~ _— F i /943/16 164 -' 1~^ .`^ "`~",' 1. ' 3747 3�1an 20-1/4 | i•i . .�__---._ ,",,, " = • l' .—~~ :,:,Y. . �� : — _ *of City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave.. = P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 = Fax 912.786.9539 Permit No. ) - u±:taL Date Requested Owner's Name rTh Date Needed - 2 2 - 0 A -1- A, Gen. Contractor H e. Subcontractor - J C j. Contact Information Jjmc 0 ? 14 Project Address 3 --ra • k Scope of Work h Oj A e, - -( Inspector '7 0 Date of Inspection 0-QA ( Inspection Irv\ --L. —7) i € -7"." Pass El Fail El Fee .1"7"-‘ 5 144 / //I 50/ 175 OA DP 111.qle 5 ot■ com Inspection Pass Fail Fee • Inspection_ Pass Fail 0 Fee Inspection Pass ri Fail Fee rQ, ea" T}{ Result Report p 02/22/2010 12:25 Serial No. CM35228060004 TC: 162504 Destination Start Time Time Prints Result Note Georgia Power g02-22 12:24 00:01:02 Original T001/001 OK Note MIX:: Double-SidedaBindingA Direction, SP: SpecialSorigginaal,Forward.: F-Code, RTX: Re-TX, RLY: Relay MBX: Confidential, BUL: Bulletin. SIP: SIP Fax, IPADR. IP Address Fax, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER: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 Phone 912 03 6-2- 3o(e- 2leV(e 3 !v-2 �4-ail�l Goo---t..y 3 - Ze..23 Location Address: 3 TQ.I o r- S•4-_ Lot# Release Date: Type of Release: 'Temporary P+C w vY ermanent Subd Name: Electrician: ' A .l t c t Electrician Phone Number: q 1-2.(p (ps7g Owner/Builder: I( 10 \o:n s o /i Phone Number- B 1 3- 9 t S Z 2 fo O 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: OwnerBuilder: Phone Number: �j� \ cN, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9 -37 Phone 912445=3V151•_. -3040. 24.Lice 00-28oS- 00; 4 3o- 2to23— D9-c0411 Location Address: 3 Tay(o r -I Lot# Release Date: 2-22 -10 -(-er"P. power- Type of Release: Temporary V Permanent Subd Name: Electrician: C 4- A le C 4-r: v Electrician Phone Number: q(2-(p Sr)— (O5-79 OwnerBuilder:R (( R0 n 5 o n Phone Number: g( 3- 9(p S'2 2(o d 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: — — — ———_ I v - I ,,.:..,;".‘.4:!,',.. • City of Tybee Island . Community Development Dept. 7ify.:.16,to . i „......, ..., -- Inspection Report 403 Butler Awe. • P.O. Box 2749 - Tybee INliand, GA 31328 rum-". Phone 912.736.4573 ext. 114 • Fax 912.786.9539 ............ 1 , I Permit No. 0 CI) - 0 '1 1 I 1 Date Requested - 1 . Owner's Name r JS -", L.4...-. \ED: (-, 5 „--) Date Needed - t --------- -S- i ' Gen. Contractor 1-\ J eYs..Q., -P(0,12.2_ Subcontractor IContact Information —1--- r-, iProject Address 3 I . Scope of Work ym,P Inspector '2/4 Date of Inspection 2 el f c) i I Inspection t'. p ,IA 57,0e c+ .4. r o • 1 , .._. ....,___L-1____ Pass CI Fail RI F val 7:/;--f,.." • Natow , -, ..,.. i ,,, /,,,>pc... 0- I , / .. \ c*-> I, I t\Y v35 .) Di t. 47,97-00 , Fei I/c:.-1-e; ,/,,,z, j, • 1 Inspection I Pass Fail 0 Fee 1 . I tA7 041 I r\)'-;-pf-ZC4-7 D • ---) !` Icp;1 1'1 )1E C4- I . i Inspection Pass E3 Fail cj- Fee I i II . Inspection Pass Fail Fee From 36716888 Page: 1/3 Date: 1/29/2010 5:° AM BUILDERS FIRSTSOURCE AMERICA'S HOME PLACE ROBINSON RES. TYBEE ISLAND Tunde, Here is the information on the exterior door units at the Tybee Island job. The fiberglass front door unit has a rating of DP-52 The steel units have a rating of DP-50.5 Attached are the certifications. Thanks Steve *** Sometime the sheets come through blurred, if its a problem I can mail you a hard copy ** Fror 36716888 Page:2/3 Date: 1/29/2010 5: ;AM ,. .. eimmimmommik G N il •11 . ., 0 p P w I',. gillmoi ommigr_ g5ii.FI ;; Pilxi ,i rp 0 �j,�j x x� a -e # I. z i H ! i 1 UPM t � r. ilg9g0! g rli.i . cu-t -_ $ F-----71 i I ;i.4 I v;' c'W4 ;211 1 .A .., L _ __ ,,,. co i. +f+ 7 1 Fe },v c Or MAK LL o-1 a. + - i . . . _. .._ l_I.7 bbb a� ******111111 I N I�I t ' � 1,' 1 11 N O PGb•- +v.� , - .J b� obc ,1 — _ T aigaill a, g 0 au-} i ii .g , _____ ____ . . iik.!! lill'll — — ...... ikk ir 4. . , —, ----.. , H..... . .. woo 6MX PAM_MEIGNf M250. 1 ■ ` PRODLI r: 4xaraa314 mat PRODUCT- MASONITE INTERNATIONAL CORP. i" ; ; war, 73C0 REAMES RD. q --c PART OR s"err:" CHARLOTTE, NC 28216 In 1" NA .... RATE RE`isoN$ ,,,_ . .• Fror 36716888 Page:3/3 Date: 1/29/2010 5: 3 AM W N..• F i''' ---.).(. .. .. 6i ., �!!; : .ti .. . v... llhh g § 5 l ' Ii" o RI �R2as5 q2 Ai m 6 . 1-----7.1: L � p•x � � •• I Bas rrryT1 #k Ui 74-P-N . t.,g .......... ilia ÷+++++ _ `a"a`d'a o MAX• FRAME MOCK 81.875- - �' f aL.O. 1 1 1 1 1 1 - o :r U to F3= :� i i- a 11 i 4 IM.in eT i.11 ER ery APt .. .. f }'\ti\ -1 A [7:::::::] IlL' .. t abinbit, on cn V f M 7 u [1�r UU1�� 1 OPO1 p1�A 1 rn N 14..x. '� 1:_ ...„ ..L ?di" a ' . 1 1 ® �: MAX.AANEL HOOT 79.2S0' . a 4 PRODUCT: !� tA1c1,oN btldl p co cr MASONITE INTERNATIONAL CORP.GUM r m1• K °s BOOR 7300 REAMES RD. q _ ZiaalliNl.Rti0xya 11t L 1LTA?ART DR ASSEMBLY: CHARLOTTE, NC 28216 !G A ui No. _ ! i?M eY d GENERAL IAa1E a 1- ION .. W-•—_--• U.S. DEPARTMENT OF HOMELAND SECURITI ELEVATION CERTIFIC ' R wrrIVE.nDMB No. 1660-0008 Federal Emergency Management Agency ��% ( � xpires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. 2= SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Bill Robinson Policy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number 3 Taylor Street City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Lot 5-A of a recombination of lots 3,4&5,block 32,Fort Screven Ward A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude: Lat.N 32 deq 01.4080 min Long.W 80 deg 50.8940 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6. FIRM Index B7. FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051CO213F F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORM • •UIRED) C1. Building elevations are based on: ❑ Construction Drawings* Building Under Construction* ' ® Finished Construction `A new Elevation Certificate will be required when construction of the bu • - -- - - C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor)16.8 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor n/a. ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.1 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.4 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 7.0 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6.8 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation _ information. /certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.0 ° �� ' / Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Z`TE4, licensed land surveyor? ® Yes ❑ No * to Certifier's Name J.Whitley Reynolds License Number 2249 y . 2249, Title Company Name J.Whitley Reynolds, Land Surveyor p ® Address .•6 Stephen.on Avenue ite C City Savannah, State GA ZIP Code 31405 'IT It , Signs .re Date 2/10/10 Telephone 912-352-0464 ~ � v) ih�l►1 FEMA For :1-31, Mar 09 See reverse side for continuation. Replaces all previous editions Building Photographs Continuation Page For Insurance Company Use Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 3 Taylor Street City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." Rear View February 10, 2010 p 4 .a i f` (T ' Ou t � ` � � Y . .J. ti ,. , _,;,_"•F. ti 3 a , w C-. ......e41:„......,.......„...... 4 ''• ,• •.*,/, ,i4 - ., ,,,,,, _ - . , , ,!, !,:, ,.,., .-...„,, .. ,. A-• . U ‘tr''F'� U, � f :;� S r - y_ ,,,t•,,r salt'',. ..... , y `s3 qs., 1 g cf..,, ,, ,P3 j L . r t �. 1 '_, ... ,..„.., ,,,_,. ., _, ...,,„ ..3 1 h s :; ,.. f ;"'r..c j :* t �� af,`p 1. _ a -.,y 4 f I— , -,,,,..siii.-.., ,„--.„, • -'. 44--p 4-,- - 1 ' - 'j,' —` _ _,„,,, ....4„.,,,„:„... ...,,,..,,,.� �-' � i � � � ��ii'' ,1 'rte_ �. -• ',lilt' `' ` 1' `� r ' 37.--,..... ma .• R-i�. • `f F e i� ;3 : 1 I'T. 1 t �+ �� ,l*q(t , {�i t 'IS�j W ~r t' 4 (J } f ` ( 11 ! . , k ;� tai, r^ T ti i . a . 4 ,�{{yJ r• - ,r , ill * '41 •t A----, _ . , 44 ': ' ., 4; , , i 1 4 ‘i:",94 141 * : i I' 1 j.:I, l' I' V, I . ,, ,c,e0+ a - ! i i ) 1if �(y�tk. jai' t! /` r• ,ft. -:+' Y.1�'�y ) • ■ ..41 141- I I ■ i! gI 1 1 �``', I III �� f !I ! i ;, /> 1` ` ;,I -* .� — .9 +sF ' . <, As- built survey required a after Framing inspection, before Insulation and Finals. scor‘oo‘ ‘ ‘ ‘ (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee Island,Georgia an as-built certification of the regulatory floor elevation or flood-proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures,said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk_ The Building and Zoning Department Tybee Island,Georgia shall review the above referenced certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. I r 10,y, CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 01/29/2010 PERMIT#: 090471 WORK DESCRIPTION NEW RESIDENTIAL BLDG- SF WORK LOCATION 3 TAYLOR ST OWNER NAME BILL ROBINSON ADDRESS 20500 COT RD#515 CITY,ST,ZIP LUTZ FL 33558 PHONE NUMBER 813-965-2260 CONTRACTOR NAME AMERICA'S HOME PLACE ADDRESS 152 THUNDERBIRD DR STE 207 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1829 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,542.00 PROPERTY IDENTIFICATION# 2 `� PROJECT VALUATION $137,175.00 REINSPECTION FEE-FRAMING TOTAL BALANCE DUE: $ 30.00 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: /0./ta/4/1 ) [2& P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org -.1 , 1( : • , / C H ;74, 4P,fi ..,,....-.1r.,,,. City of Tybee Island; • Community Developmerit Dept/. •,,.-..--' •--.,- , - Inspection Report / 7'7,7;7: 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, CA 311,328 ..-- ....m -- :.,•-•,... Phone 912.786.4573 ext. 114 - Fax 912.786.9539 "---------- ,V.c.:',:r;f:4C;) __........... Permit No. O7 ''' -(1--- .1 71 Date Requested ±,-2 7- (0 ,...---, , \ , Owner's Name -<, ..-3c..tr\ Sc}() Date Needed I ----23j10,_ Gen. Contractor _L-1 .._126,,2_1).1 e i p) Subcontractor Contact Information ---77) (A-C., e) a) 1 2- -:- 3±/±-_- ±)112-1________ Project Address Scope of Work Y"), 0 / / Inspector -7/4 Date of Inspection ...... .‘"/ ,L.- 1 .' .vsss InsPection r o,..) si,_ e 1 e c..)- . Vic); ,o'D(.:). Pass Fai ati, )Fee . ... i . :. . . . . . . , / --- , . -p,IL. \,, Inspection 1 n :5 (..) / ( 4- 0 n Pass Fail ea Fe Y) FAN 1)-9'-i\-.1)1,-,•:- .C.,7. 721-Z.,-0,r6 i i-3e.,,„7 , ,.- , 1' ' C Li Q.5 (_,,),,,::: 11 ,<2.3 , 6:) /-, ,9e. ---- inspection 1-52740.14111 ;NJ"'4,./... -- lir - Pass 0 Fail jr F ..t.V...-. 4" ' ' --- •--1.■-,•--, ,,, .„. ,,,..-- L„"? ---, -2.-----,,,<- 0 ...> 4.4‹.-. Or- 431.. i-t-- • 5. --;-b 0 Qq o3osT (4,----'''. ---ri a:A-A- (INA i 1' c./"..,:-L-n -Tf-,:,6L-7')'' . --t 0-7,2-'001 Oii- T• .)•-,12,c.-)62 i---; c) L A- k' oS 6i -_ . _ 1.)a-icac ba z,,z. • 1 f•z:76z:. 02,‘i;) Inspection Pass 0 Fail Et Fee ,r) , LA): 0 GO --.2-,27. ..x..) 1-1)7,7,..„-- yy'l i r,3 D-- , ) .1.---... .-.-- 1 r V.7 . ..-^,--:7, , \_,--- l',) „---..,1 --e..---, i• . ('',...J[ 4......, :::::,)---4'711-- . %,.....,!::_,I ( l',..--m-,=" (...-,, ,j‘LAe-:-.. 1 , 1 ev ( \I s--e 740 1, t of City of Tybee Island . Community Development Dept. fdliltiMaZ ; "4••2 •••-, Inspection Report Zi ti: .:+' 403 Butler Ave. . P.O. Box 2749 . Tybee Island, GA 3132B Phone 912.786.4573 ext. 114 . Fax 912.786.9539 / i 1,, ... (:)d-, 1.2i rmit No. 7Date Requested //112 // ikmer --7 Date Needed 's Name ri bn. Contractor /1--0Zi.-42/C4 -7/46 Subcontractor 1 ,---) ntact Information --S.../ )b/7- „,74-,i- 4/1 _ I toject Address id 2.-(:-...1d e----)/-' i I hope of Work 1 .--7/0/ ; tspector Date of Inspection '__ ;-. /C.) /7/ i\j‘ / 2'r 6 i tspectio n / `// 7 ;4- 1-/-2-, Pass 0 --all' ./ Fee , ,, 1 1 . , / L Ispection Pas S_ Fail 0 Fee _ ' - ,., ! . ispection Pa5s Fail ID. Fee Ispection Pass 0 Fail 0 Fee _______________ FIELD DENSITY 23 B Sheridan Park Circle • Bluffton,SC 29910 = Phone (843) 815-5120 • Fax (843) 815-5121 WORKSHEET (PRELIMINARY) ENGINEERS&SCIENTISTS Project Name: > 7oit y z G e C Client: i" f r Date: 2. ,r i/, 1 Project No.: `#'p I i ` 74.,.<41 o f Contractor: Technician: f • . 5 Test Depth Total Wet Wt. Wet Wt. % Dry Wt. Opt. % % Pass No. Location /Elev. Sample Wts. Soil PCF Moist PCF Proctor Moist. Compaction Req'd /Fail 3 / . '1 _ °' , i I • " r`, . } ( — — Mold Weight/Volume Factor: / Test Locations Established By _Contractor Technician Elevation Referenced To: +From Top of Pipe _F/G=Finished Grade Survey Estimation / From Finished Grade _S/G=Subgrade Elevation Established By Survey _Estimation ! Other •R Copies To: HSA Engineers&Scientists • , RDIXT(18��4 CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 11-6-2009 PERMIT#: 090471 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 TAYLOR ST OWNER NAME BILL ROBINSON ADDRESS 20500 COT RD#515 CITY,ST,ZIP LUTZ FL 33558 PHONE NUMBER 813-965-2260 CONTRACTOR NAME AMERICA'S HOME PLACE ADDRESS 152 THUNDERBIRD DR STE 207 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1829 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,512.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $137,175.00 ONE METER (3/4-INCH) TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 4 ,_I/[A - P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 2 sets of building plans 'r ' z A 1 copy of survey showing �J / ground elevations&food zone J ' ( N/ $250 plan deposit Location: 3 5 1 G\( I a,r s J �j.� - 1S ia4 GA PIN # NAME ADDRESS TELEPHONE OC _ f ++ ��77 205cc 1R it-515 Owner 1 �1 10bLr1Son L i T Z FL 3 3558 1 9y9 - B eZ Architect %pai,,w di t zs i ►-i 10,3 /4/4 5.5# U .r ZI✓E or Engineer SiyxvjC- S , I�� c/l✓ftr1 to-4-1- Gds 3 141•0, z�$97-6932 Building Amur Cots ht-m� I SZ TkLA4,, ✓bird dr src107/Q��1Z) 75(0_, i 7'7 Contractor RidIrnerild k Li G A; 3132-9- o (Check all that apply) VI New Construction Resider iai 3 4••(q 4 ❑ Other Single Family,,, 111 Duplex ❑ Multi-Family 7541-. b!7 I) ❑ Commercial Details of Project: \ rt j yy 8-y p c +L►-S Estimated Cost of Construction: $ 0.5 3,O DO 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: c kitsm Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan,,: 1 ,6e, #Units 1 #Bedrooms 3 tq 2.9 .74 c Bathrooms a Lot Area ,,5OS s° Living space (total sq. ft.) 730 s c r -a p. #Off-street parking spaces a Trees locatecT&Z`is-ted on site plan 3 Access: -2.61,09 Driveway (ft.) With culvert? K0 With swale? I Setbacks: Front .:20 Rear .0 Sides (L) t 0 (R) i o # Stories I Height 261 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 1-14 -J r) On-site waste and debris containers will be provided by 41-f a -i W ors!-e_ Se rvi as • Construction debris will be disposed by 30 yd Car,. by means of on Si f Q clumpsl-.zv . 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: / a i ' 2 oag Signature of Applicant. Note: A permit normally takes 7 to 10 business days to process. The following is to be coleted by City personnel: Zoning certification I � NFIP Flood Zone 2 g Ac-. � Approved rezoning/variance? N A Street address and number: New 3 Taylor S+• Existing Is it in compliance with City map? yy Q S' If not,has street name and/or number been reported to MPC? yOW FEMA Certification attached yes State Energy Code Affidavit attached y e$ Utilities and Public Works: y 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: Si• ature Date FEES Zoning Administrator at Permit Code Enforcement Officer ':fit �'" ?ffrDg Inspections 'l 2- Water/Sewer gAgar_ fc9 Water Tap hy" (o10 Storm/Drainage i�? ��`�' 'i -Sewer Stub 4.1 55c �'4'��/ �� Aid to Const. I S'2�? Inspections ���� _ P �, City Manager CC Recovery 2 oo '42 CV S 93 P TOTAL I 2.c1 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit a roval ermit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name:1-U n(�� Yc bt Project I.D.: 3, Tel,!-or St 17.1 L __- Is ,..,.d 3 13 2E Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: 3 cf .s - t y h ec? )s I ctr,cQ GA. 313 7 Owner's Name: Will ja,3v) Bcy1cC RolDivis o Address: 2o. OD D r2. . - 1 Lu L 21► • 335 " Contractor's Name: ArY e.d c c e. Flo\CLeJ L This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. BFE Acknowledged and agreed to this -� day of / , 20 0, . Owner/Contractor Signature I JTr jfh r k Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: 1,01- S—A TA 14.V Owner's Name: (JV v 10 116 'vi Address: 20 5 4, CDC' la.- c t. u- Ft, 3 ,s-s-g contractor's Name: 4 m e r Ca S' t? P fac,rlL / n c-- "Phis letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. i hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings,2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge.The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. tp3 Uulr- 2)-1,5- Owner's Signature Date tIl l' P2 !Zol-AMa �1 )wnter's Printed Name 9/ Sic _c: Contractor's Signature Date l Li. c/ S Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: LOT S°- 9 TA -11...d f7. Sr- -(6 e e 4.1.41 1 Owner's Name: UJ l Oa Iq VIA- fQl 0\p h 1,1/".k Address: 24 '-04 c) (x'-47 l r L 3 3, S ontractor's Name: MI f CA.•S 1 f )c... pLacQ, /tic- NOTE: Any alteration to City owned streets,curbs,sidewalks,waterlines,sewer lines,drainage pipes,catch basins,or other elements of the City's infrastructure,requires a permit from the City,and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. cDescription of alteration: =,�> _ �l tA C. i c n StYvtdi brvx- A sketch or drawing must be attached illustrating the planned alteration. Attached? 'ty Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements,and certify that I will perform the above described alteration in accordance with these provisions. _1/_.11)*"—‘17' . Owner's Signature Dat Owner's Printed Name • '0ntractor's Signature Date - A&CHIA - ontractor's Printed Name #PPROVAL >ft ing Date Pzazlding/Code Date Water/Sewer Date Drainage — — — — — Date — — CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: La 5R t,oart, -r4 iE Owner's Name: L 1 M Pr 0 I 14 Address: 10 SOO Co- - rz FL- 3 3 ES-g ('ontractor's Name: , rYQ,Y i cct p kce_ c- List the company name, business type,address, license number, contact person and phone number of all participating subcontractors. . Company Unde)r 0100C-1 (12 flitirl?5 Business Type . P m 19 CA-rnbietta kivE Address P A r i c o() 6A 312-6, License Number MP#20 k 1 1 3 Contact Person Kuria tAncloyfry 000( Phone Number(91 g (.2 5 99 7, Company C & ( (CL a Business Type LECT/Z j SOO SH c--1-1 iQb Address it---ivteenKL-E 61-1 .3 L32 License Number EN 139 (0 Contact Person '‘)i rY) S Li 111.v'a 11 la Phone Number (91 2-) G 5 7-(6,5-7,9 1. Company d 0- ), bi(rate.. Expe.viT Business Type fi-VA )..:2 9 0 j C./ct 4.0 Address Ftpil f;J2D.K.c- G 313 2-1 License Number C I 02. I '2- Contact Person -r ran fisso Phone Number (9 t 2)6 a 3 - 777 4 Company Ab 0 V62- r o '!75 Business Type Rap f 152--Thuncte-eira Ctrive___C e.ZVI Address f<Jc.Ignigyi.d. Gft 3 13f License Number RC-oøø Contact Person St-e-kii- 14-; bayd Phone Number (910 1-29 L/074 5, Company 1319,8_ Me(o, Cons 4-14 CX14, Business Type i---7Z/WI Address 33 S- Pli2ckri y G On ed License Number g& A 00201 6 6/alean. 09,9/0 Contact Person k.,/ii?? /3 ro ok, C Phone Number i514 _.)21/7 3649 Attach additional sheets if needed CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit .,ovation of Work: LOT 5 —A T A�t,-E/12.. ` T --T-1 6 & Owner's Name: % AA eO D VI Address: W 6-'0 Cl- S►S ,. .- 3-5 .5" ,g c'ontractor's Name: Ain cr 1 CaS` N f This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes, "l hereby declare that the requested temporary electrical power is intended for the completion of the onstruction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. tt) cAI% 2)24-04 Owner's Signature Date owner's Printed Name _s, C'ontractor's Signature Date I AIL E-sffH\// ontractor's Printed Name Witness's Signature Date Witness's Printed Name -1 , _ .ii __ _,.. tit OCCUPATONALTAX CERTIFICAT i! f. 1 -.., ,..., t � : 1, ; 11 : , I - O GA t:ii BRYAN , J 1 H I N 4: January 1,, 4,� .:� 794 'j' u, I I::_ _ k (' Issued To: PCF CONTRACTING `„-se .”, _ [' f Location; 310 DEER RD.RICHMOND RILL,GA 31324 - - - . ' - 1 i _ j! Mailing Address; P.O BOX 15(}7, RICHMOND HILL,GA 31324 `` 1 i -,f it •- it t' In consideration © which granted an Occupational . - \- it v .,i Certificate in this county for the period ending I I_ `j' December°31, 2009. 1' tiCri,--,-‘11, � I i Witness my hand and,seal for the C)urzty, day an3d, leer-r above written, By t' THIS CERTIFICATE IS NONTRANSFERABLE. If . -- _._T g F-= Dianne Otto From: Joe Wilson Sent: Tuesday, December 01, 2009 4:27 PM To: Dianne Otto Cc: 'davisenginc @bellsouth.net' Subject: RE: BMP inspection -3 Taylor St. 10-4, he installed the section next to Taylor backwards but otherwise it is okay. From: Dianne Otto Sent: Tuesday, December 01, 2009 2:48 PM To: Joe Wilson Cc: 'davisenginc @bellsouth.net' Subject: BMP inspection - 3 Taylor St. Joe, To document our conversation please confirm that the installation of the soil cloth at 3 Taylor Street is acceptable. Thank you for helping while Downer has been out of town! Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 12-1 - 0 9 To { uncicd Fay S(0- col '7 9 Dianne Otto From: Downer Davis [dkdbus @gmail,com] Sent: Friday, November 20, 2009 3:11 PM To: Jonathan Lynn; Dianne Otto Subject: 29066 Robinson on Taylor The initial BMP's are not sufficient for land disturbing activity to begin. Specifically, none of the Sdl - Sediment Barrier was trenched in accordance with State Law or the approved site plans. The Applicant's Engineer can assist his installer in understanding the plans. Please advise when reinspection is requested. I _ 2o-0 9 3; 15 frn _co-x e d o- de, 6 '7s(40 - 0/ -79) DAVIS ENGINEERING, INC, 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincCa�bellsouth.net rT[= 'TI )'' f3r Li °L'(,..' 04 INVOICE November 6, 2009 Invoice #20906002 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: Lot 5-A 3 Taylor Street Bill Robinson 11-02-09 0.50 hours Plan review (2090600D) 11-06-09 0.50 hours Plan review and conditional concurrenct (2090600E 1.00 hours @ $175/hour = $175 Total Due 122O21202 H ® 6 ° 09 s g ° d 4 1g P D9-0411 �® �1• L. £or arpro.o. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincabellsouth.net November 2, 2009 Jonathan Lynn voi RECEIVED Planning and Zoning Manager I I-o z City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: Lot 5-A 3 Taylor Street Bill Robinson Dear Mr. Lynn: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The new layout shows the driveway for 5-A draining onto Lot 3-A. As they are two separate properties, a suitable drainage easement will be required prior to approval. The driveway can be graded to allow for a swale near its east edge if there is a desire to reduce the footprint of this required drainage easement. It does not appear the 20' access and utility easement between Lots 5-A and 3-A is a drainage easement. To route the drainage swale from the south north toward the existing drainage structure between 5-A and 3-A, this easement will have to be amended to allow for drainage. I recommend that the recording of this easement be required nearer to the CO to avoid any unnecessary delays to this project. 2) The plans call for a 9"diameter orifice to be core drilled into the south side of the existing drainage structure between Lots 5- and 3-A. This has the top of the new opening being elevation 6.55 which is 0.35' higher than the stated height of the existing drainage structure. Considering that most tops are at least 6"thick and the older ones in Fort Screven are thicker, I request this design conflict be addressed. 3) The limits of disturbance and the location of the silt fence along the east side conflicts with the proposed grading. The revision will probably require inlet protection around this existing drainage structure. Please contact me if you have any questions on this matter. SinJJc��erely, el:// Downer K. Davis, Jr., P.E. President 2090600D 1' �nQ' 4 QS oSciJc- If } k 1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 RECEIVED davisenginc(a�bellsouth.net INVOICE October 16, 2009 Invoice 101 Diane Otto '2 0 41 0(°Q a 1 cko City of Tybee Island p,�,g'Q P.O. Box 2749 f APp1rea Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 ea-I.r*4 W;tt pay a r, RE: Lot 5-A 3 Taylor Street Bill Robinson ;nao:c 09- -09 1.00 hours Plan review (2090600B & C) 1.00 hours @ $175/hour = $175 Total Due X7 2 2o— 62— (2 0 2- / lo — (u7-05 4 A? Cor p1,4 . 4A44 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenaincMellsouth.net October 16, 2009 RECEIVED Jonathan Lynn f`�. Planning and Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: Lot 5-A 3 Taylor Street Bill Robinson Dear Mr. Lynn: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. 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 corrections were made with the following exception. I requested additional detail defining swales on the north side (Taylor Street). I accept the Engineer's actions to not include this revision. I will not sign off on the completed project without swales in that area functioning. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Please contact me if you have any questions on this matter. Sincerely, %"'"I'V/e' ege—/ Downer K. Davis, Jr., P.E. President 2090600C O - Ie-a q axed BOSca ( DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisencainc @bellsouth.net October 14, 2009 Jonathan Lynn RECEIVED Planning and Zoning Manager -� City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: Lot 5-A 3 Taylor Street Bill Robinson Dear Mr. Lynn: I have reviewed the plan for the above referenced site by Boswell Design Service, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. I discussed the following with Mark Boswell at your customer service booth Monday morning, 09-28-09,just before our 9:am meeting on another project. Additional detail is needed to define the swales on the north side (Taylor Street) and west side (20'Alley). The contours and spot grades on the east and west sides are sufficient to delineate the swales, flow direction, depth in those areas. This same detail is needed on the west and north sides. Otherwise, there is an increased probability of a need for corrective grading at the end of the project. Mark should also add inlet protection around both the existing and the new storm inlets. The perimeter sediment barrier does enclose these two inlets with the land disturbance and does not provide the necessary protection to prevent sediment from entering the existing storm line. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2090600B l o- ILL-04 -rot e a-- orw.&I( R CE1VE DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Lot s — A 3 Taylor Street Chatham County, Georgia FOR Bill Robinson 20500 Cot Road #15 Lutz, Florida 33558 September, 2009 �% v ST '1' i) * PROFESSIONAL em 44 V∎ A.BO BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897--6932 LAHBOSOBELLSOUTH.NET y�ci��t Ma i , seltVolei. lo 03.1.1WN 600Z a uleC1 aelN 0.-t %.'"ki.r..-irs ouut,Po , 1 ' . -, .. . '*. co . er, . . . . . . • . .. . , . 10.1 ,..,- . .1 11(7■ .... 'W.. ' Y44 •• .. . . . ,. , .. . . ... . .. . . . . ... ..,_. . . . . .. .. . , 1 1 L ptiessr,,3agAi . 0...,,,. 1 . . , . G. . . to. 1 . 1 , S . , . .o'. 6 •*(5 ' ,, •.-7• '2)1- 45.1,N,N. . ,.c . . lay) ., . '• • ,1/4-2•1' 14 CISI. I 0 IS3 fir)AV Viil Report f HYDROLOGY REPORT For Lot Number 5-A Taylor Street Tybee Island,Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have a permeable driveway and grading. The total site is approximately 0.24 acres with the new project being approximately 0.12 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC (Chipley Urban Complex). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area(E-DA-1). E-DA-1 consists of 0.24 acres and does not have a discernable drainage pattern. In the past the site contained an existing storm pipe which is assumed to have been removed. POST DEVELOPMENT SITE CONDITIONS The proposed site is divided into three drainage areas (N-DA-1,N-DA-2 and N-DA-3). N-DA-1 consists of 0.11 acres and drains predominantly to the west towards an existing inlet and there is also a new inlet proposed to drain a low area of the site. N-DA-2 consists of 0.06 acres and drains predominantly to the east towards the new swale. N-DA-3 which consists of 0.07 acres, will continue to drain to the east towards the new swale. The proposed run-off is collected by sheet drainage and by a new swale and routed to the existing Taylor Street drainage system. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. 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 = 10 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff,which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-DA 1 0.27 0.32 0.36 0.40 , 0.43 0.46 N-DA 1 0.22 0.26 0.29 0.32 0.35 0.37 N-DA 2 0. 10 0. 12 0. 13 0. 14 0. 16 0. 17 N-DA 3 0. 11 0. 13 0. 15 0. 16 0. 18 0. 19 TOTAL NEW RUN-OFF 0.43 0.51 0.57 0.62 0.68 0.73 TOTAL INCREASE IN 0. 16 0. 19 0.21 0.22 0.25 0.27 RUN-OFF Drainare Exhibits �4 N BENCHMARK TAYLOR STREET 40' R/W NAIL IN P/P SAN. M/H ELEV 8.96 TOP ELEV 6.74 NAVD 1988 � A�ppo. e �'o q;15* ' Ae a`� ' ,4\-it-t. 1, y i 6 I + F— hl „�2 + 9ro •i+ ^go ,. + .,V + 0 °�� 0 p�k +n i CG1S6T1 tNGS p y 1, s^o0 0 + 86°23'03"E 2 X60' ry 0 + >�� •ire: �� X / — —X --tit X - - -X- X x x ix-----x-----x y + �' `' 126.98' to 8 RBS ti) 112.62' .•,,:.."1/2" RBF t:i GRATE INLET K' .+ �'� 15" PLASTIC y � TOP ELEV 6.80 +AN.,„ tip.�., IE 3.4 v. +os no .� t, IE 2,93 (15" METAL) o° I o + o GRATE INLET ' ( + + LOT 3 —A + ,+ TOP ELEV 6.58 IE 4.40 .� `� ( I20 DRAINAGE 1 �. �. 20' ESL EASEMENT I Iz I IE 2.82 (18" METAL) AREA = 10,503 SF + n EXISTING ,�;;� ABANDONED °. W I WATER MAIN \ +o° z z °' c.5) I I GRATE INLET +4 LOT 5-A �L ;:cE,35 +J"\ \TOP ELEV 6.98 AREA = 10,503 SF p o`' 99 , IE 4.48 \ +o� k o q J� + ti LOT 2 cn +o. W +oo GOO I p \ 06 ,--� G I + 1� „ o-1-.),,,., I w �O, +� \ 03+0 w DRAINAGE STRUCTURE + I I a, ++ o 1-01 `� TOP ELEV 6.42 S +°m (2 \ +0 IE 2.17 .. I \ "c?›_, 0 I -- -------, 0 SL N �4 �s� E-DA-1 �, ~ , � '6/ II o \ = 0 AC + I ti I.P IE 2.57 (18” PLASTIC) \ 1� Imp +� �I k �G� 69 k �? \ Per = 0,24 AC 1 � Per = 2 4 A C / +°1 ` �0, +45' I GRATE INLET \ok Tc = 10 min, / �� emu° +s\— ip. TOP ELEV 6.09 I \ \ i /0,°P". 9 �o ti6+� / IE 2.61 (24" CONC.) qe 6'�\ I +\ n° / 4��' S6\O 0' Q�' +\ LOT 1 I / � 1\b/� I '1,° G 4/fr 1 It I) 1`� 1kO' R/ Ste, y�V 6.74 ��^+� �a�� Log Srlg� � SOP (Q� +,°4� F A 0 O �� r - rc xy + 1�2' RR BEEGHMARIC °'° ':, \ IRS P/P + ~ ,,.� GRATE L IN ^ v 6.58 V a•9a �a ,,_a, "° � -x-� --'112.62 - _ - - -- " \ �. + Top ENV Ova) VD 1g8a o `� -x - 15" METAS'� + \+ 2.82 (18 RA �, . �j 8623 03 Eg " — ` — it 2.93 \ ^� '∎ p / �^ m X ,..--- ...- —� AREA, = 10'5p3 S Sao` \ \ LOT 2 + 126.9$ vo \ �� - - - - -pP-3 Ac \ ° 7 + `— , INAGe - j; ; m "0, \,,-rt.: — � �� ° + \\\\\\\\:\0071...t, \ To? 4 m•i i 1 i 0 Q +� ° +o \ \ N ?LAS'fIG� IE 3' It 4 40 + \ + ' , 1 i r �`� NA 5IREC�t1 \ \ it 2.57 (18 I ` DRAT Gv 6.42 \ ,, \ i i ` %c ELE 4 Gov,+ 09 I i eXZS�I O�ep ,nn/ IE 2 \ / \ �v �e°' \ -:' SOP .00 \tIA.,-cv' .\GRACE y g,98 + o , �' + "•v PI \ TOPE \` m / + ` '\ + IE4.48 r + + / R\ ,\ I, ,ik► ��' ry\ Elk,.►.�. O L0� 1 I ���,�7► \ O/'yp� 2.61 (24„ GOI3 ��,� i� \ 4. + / ZmP - p•paP AG \ � /°04 .'_hticY' per ' , Q•11 4 c I 1;,e '� p,4 U P G`N I ek P „qv N. �eP + N-p _ 1 AG ,� \� O 0 5 AG o ' +,. Z�`P O, pG oti ti k p6 o Per - - 0. � �, + -cotai 1Q fiin• / 4' Gw - \ ------' --\\ CW Calculations \ \ \ \ \ \ BILL ROBINSON - NEW HOUSE -- Cw CALCULATIONS E-DA-1 -CW PRE--DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = 0.24 AC TOTAL = 0.24 AC (0.0x0.95) + (0.24x .25) / 0.24 = 0.25 N-DA-1 -CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.03 AC. PERVIOUS AREA = 0.08 AC TOTAL = 0.1 1 AC (0.03x0.95) + (0.08x.25) / 0.1 1 = 0.44 N-DA-2-CWPOSTDEVELOPED FACTOR IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0.36 AC (0.01 x0.95) + (0.05x .25) / 0.06 = 0.36 NV DA 3-CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.06 AC TOTAL = 0.07 AC (0.01 x 0.95) + (0.06 x.25) / 0.07 = 0.35 dro ra hs \\ © 2 3 4 5 6 © 8 9 10 11 12 ® 14 15 16 17 18 ® 20 21 22 23 24 ® 26 27 28 29 30 ® 32 33 34 35 36 Project: BR-TAYLOR-HYDRO.GPVIiDF: SAVANNAH.IDF 36 hyd's 08-28-2009 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) (cfs) (min) (min) (cuft) (Yrs) (ft) (cuft) 1 Rational 0.27 1 10 493 2 — — — BR-TAYLOR-EDAI-2YR 2 Rational 0.22 1 10 398 2 — — -- BR-TAYLOR-NDAI-2YR 3 Rational 0.10 1 10 178 2 — — — BR-TAYLOR-NDA2-2YR 4 Rational 0.11 1 10 201 2 — — — BR-TAYLOR-NDA3-2YR 5 Combine 0.32 1 10 575 2 2+3 — — 6 Combine 0.43 1 10 777 2 4+5 — 7 Rational 0.32 1 10 582 5 — — — BR-TAYLOR-EDA1-5YR 8 Rational 0.26 1 10 470 5 — — — BR-TAYLOR-NDA1-5YR 9 Rational 0.12 1 10 210 5 — — — BR-TAYLOR-NDA2-5YR 10 Rational 0.13 1 10 238 5 — — BR-TAYLOR-NDA3-5YR 11 Combine 0.38 1 10 679 5 8+9 --- — 12 Combine 0.51 1 10 917 5 10+11 — — 13 Rational 0.36 1 10 646 10 — — — BRTAYLOR-EDAI-10Y 14 Rational 0.29 1 10 521 10 — — — BR-TAYLOR-NDA1-10Y 15 Rational 0.13 1 10 232 10 — — BR-TAYLOR-NDA2-10Y 16 Rational 0.15 1 10 264 10 — — — BR-TAYLOR-NDA3-10Y 17 Combine 0.42 1 10 753 10 14+15 — — 18 Combine 0.57 1 10 1,017 10 16+17 — — 19 Rational 0.40 1 10 712 25 — — — BR-TAYLOR-EDA1-25Y 20 Rational 0.32 1 10 575 25 — — BR-TAYLOR-NDA1-25Y 21 Rational 0.14 1 10 256 25 — — BR-TAYLOR-NDA2-25Y 22 Rational 0.16 1 10 291 25 — — — BR-TAYLOR-NDA3-25Y 23 Combine 0.46 1 10 831 25 20+21 — — 24 Combine 0.62 1 10 1,122 25 22+23 — — 25 Rational 0.43 1 10 780 50 — — — BR-TAYLOR-EDA1-50Y 26 Rational 0.35 1 10 629 50 — — — BR-TAYLOR-NDA1-50Y 27 Rational 0.16 1 10 281 50 — — — BR-TAYLOR-NDA2-50Y 28 Rational 0.18 1 10 318 50 — — — BRTAYLOR-NDA3-50Y 29 Combine 0.51 1 10 910 50 26+27 — — 30 Combine 0.68 1 10 1,228 50 28+29 — — Proj. file: BR-TAYLOR-HYDRO.GPVIDF file: SAVANNAH.IDF Run date: 08-28-2009 Hydrograph Summary Report Page 2 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 31 Rational 0.46 1 10 829 100 — — — BR-TAYLOR-EDA1-100 32 Rational 0.37 1 10 669 100 — — — BR-TAYLOR-NDA1-100 33 Rational 0.17 1 10 298 100 — — — BR-TAYLOR-NDA2-100 34 Rational 0.19 1 10 338 100 — — — BR TAYLOR-NDA3-100 35 Combine 0.54 1 10 967 100 32+33 — — 36 Combine 0.73 1 10 1,306 100 34+35 — — Proj. file: BR-TAYLOR-HYDRO.GPVIDF file: SAVANNAH.IDF Run date: 08-31-2009 Hydrograph Plot English Hyd, No, 1 BR-TAYLOR-EDA1-2YR Hydrograph type = Rational Peak discharge = 0.27 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=493 cuft 1 - Rational - 2 Yr - Qp = 0.27 cfs 0.30 0.25 — 0.20 0.15 0.10 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 B R-TAYLOR-N DA1-2YR Hydrograph type = Rational Peak discharge = 0.22 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=398 cult 2 - Rational - 2 Yr - Qp = 0.22 cfs 0.25 0.20 tn 0.15 - CJ 0.10— 0.05 0.00 0 20 40 60 80 Time (min) 1 Hyd. 2 Hydrograph Plot English Hyd. No. 3 BR-TAYLOR-NDA2-2YR Hydrograph type = Rational Peak discharge = 0.10 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=178 cuft 3 - Rational - 2 Yr - Qp = 0.10 cfs 0.10- 0.08 0.06 c.) c 0.04 0.02- 1 0.00 0 20 40 60 80 Time (min) Hyd. 3 Hydrograph Plot English Hyd. No. 4 BR-TAYLOR-NDA3-2YR Hydrograph type = Rational Peak discharge = 0.11 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=201 cult 4 - Rational - 2Yr - Qp = o.11 cfs 0.15 0.10 itiN Ise a 0.05 NN 0.00 0 20 40 60 80 Time (min) Hyd. 4 �ngiish a ri Pl°1 ` 0.32.cciots d�o�r p ..N� at9e r �n K'�isGh pea e interVA d N4 ' 3"Cirn , ©w hY � 5/6 GU�d-N°' 2nd dis ��ta��► ' NY CoWoltle h type 2 Its NYd �aequ GNcs. .... 2.Stool,n,�oW Md. 5 ' \ \ 0.4 \ \ , \ 0.3 , 1 \ ■ °*#‘ -fr----- \ t)#.1� 8© \ 2.0 40 60° rtim d, 3 ‘Ayd. 5 \ NO. Eng\ish app'' P�►ot eQ�r , 4/Tits Old atge Peak dish o• Peme tfioW Md.�°. �zv Ast CUB �yd`� °�,��,�� 2nd in ToCal��\vcne CS 6 NydtOg�reQ en`1 - 4� s�Or�' w hyd•N°� .. Q .43 CIS 6 - . p ' � s d • Z1t Comb t T 0.5 0.4 to 0.3 CS p.2 - 83 IIII a.� �� 4� 0,0 20 �r� 6 0 1itre l 5 �yd►. v 4 , Nya. � Nyd, Hydrograph Plot English Hyd. No. 7 BR-TAYLOR-EDAI-5YR Hydrograph type = Rational Peak discharge = 0.32 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=582 cuft 7 - Rational - 5 Yr - Qp = 0.32 cfs 0.4 0.3 f\ ■ 0.2 0.1 0.0 l 0 20 40 60 80 Time (min) Hyd. 7 Hydrograph Plot English Hyd. No. 8 BR-TAYLOR-N DA1-5YR Hydrograph type = Rational Peak discharge = 0.26 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=470 cult 8 - Rational - 5Yr - Qp = 0.26cfs 0.30 0.25 -- 0.20 1 0.15 0.10 0.05— 0.00 0 20 40 60 80 Time (min) Hyd. 8 Hydrograph Plot English Hyd. No. 9 BR-TAYLOR-NDA2-5YR Hydrograph type = Rational Peak discharge = 0.12 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=210 cult 9 - Rational - 5Yr - Cep = 0.12cfs 0.15 i 0.10 - - - C.) a 0.05— - 0.00 I 0 20 40 60 80 Time (min) Hyd. 9 Hydrograph Plot English Hyd. No. 10 BR-TAYLOR-NDA3-5YR Hydrograph type = Rational Peak discharge = 0.13 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=238 cuft 10 - Rational - 5 Yr - Cep = 0.13 cfs 0.15 , 0.10 a 0.05 0.00 f -f 0 20 40 60 80 Time (min) Hyd. 10 EgC�sh a► b Piat 3$ {s dra9� � crarge ° �,in t�'� k a►s Peak. teNa\ 9 � 1ir�►dei�►�°w WO. "°- 619 C,� NQ• rL� �atai`�°►u�`e t�yd" G°spine r Hype ycs Nydcrn fa a°eaGN°� ' 8 ss���,�°w ry � p.3$ cfs �r • a.�P ' 1�►e . 5 . Go�� -,„,,,,,,,, \ c.) o CI so 1111111111. -60 \\ 0.A , 40 o a f` 2 �,me l ''`1`l tad. 1 0 1� ` �yd. s , acl p%ot ertguo a51 °fs r ;n N►ydrQ� d;s6lacge ' 1 peak in{eNai ‘40.,.... ° ' 1 gyp, 12 Z;n ein�°'N hYd' Iota`�owmg�9A7 cup d WY Combine h type - 5 yts NYdr°g�ae°e�'Gy,o. = 1� S 5t n°w hYd'N 1 ■ p,5A GIB 12 ' 0.6 . Oil 0.5 -‘:',,1'' _\ 0.4 i _____ ...___\.1k10 \ -.°C1 CI 0.2 60 — 60 0.0 rt o" ; 40 Nyd. 10 zyd- Hydrograph Plot English Hyd. No. 13 BR-TAYLOR-EDA1-10YR Hydrograph type = Rational Peak discharge = 0.36 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 5.98 in Time of conc. (Tc) = 10 min 1-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=646 cult 13 - Rational - 10 Yr - Qp = 0.36 cfs • 0.4— - 0.3 cn Cl 0.2 0.1 0.0-- I 0 20 40 60 80 Time (min) Hyd. 13 Hydrograph Plot English Hyd. No. 14 BR-TAYLOR-N DA1-10YR Hydrograph type = Rational Peak discharge = 0.29 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=521 cuft 14 - Rational - 10 Yr - Qp = 0.29 cfs 0.30 0.25 0.20 -- 4 0.15 0.10—.t. 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 14 Hydrograph Plot English Hyd. No. 15 BR-TAYLOR-NDA2-10YR Hydrograph type = Rational Peak discharge = 0.13 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=232 cuft 15 - Rational - 10 Yr - Qp = 0.13 cfs 0.15 0.10 a 0.05— 0.00 0 20 40 60 80 Time (min) Hyd. 15 Hydrograph Plot English Hyd. No. 16 BR-TAYLOR-NDA3-10YR Hydrograph type = Rational Peak discharge = 0.15 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=264 cuft 16 - Rational - 10 Yr - Qp = 0.15 cfs 0.15 0.10 cn v 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 16 English h► p,Q :! cis VW a�9 Peak d�sch a� = vklo*No• e 2od TotaiUoium Go obin h type 10 yts Storrs is auency o, = 14 stn,owk1 N r�� I �O 1l ' CorOar a5 \ \ 0.4 - - ,. ,, ,,,0011001011?.1 Ili , . 0- \ C 0.2. 0 _/ ; o. 40 ao �a ;mek 15 14 Ny Nyd. 4 t Al 1 Hydrograph Plot English Hyd. No. 18 Hydrograph type = Combine Peak discharge = 0.57 cfs Storm frequency = 10 yrs Time interval = 1 min 1st inflow hyd. No. = 16 2nd inflow hyd. No.= 17 Total Volume=1,017 cult 18 - Combine - 10 Yr - Qp = 0.57 cfs 0.6 0.5 0.4 0.3 0.2—, 0.1 -- i 0.0 I I 0 20 40 60 80 Time (min) Hyd. 16 Hyd. 17 Hyd. 18 Hydrograph Plot English Hyd. No. 19 BR-TAYLOR-EDA1-25YR Hydrograph type = Rational Peak discharge = 0.40 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=712 cuft I � 19 - Rational - 25 Yr - Qp = 0.40 cfs 0.4 0.3 r; 0.2 0.1 0.0 1 0 20 40 60 80 Time (min) Hyd. 19 Hydrograph Plot English Hyd. No. 20 BR-TAYLOR-NDA1-25YR Hydrograph type = Rational Peak discharge = 0.32 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=575 cult 20 - Rational - 25 Yr - Cep = 0.32 cfs 0.4 0.3— 4- 0.2---- 0.1— 0.0 0 20 40 60 80 Time (min) Hyd. 20 Hydrograph Plot English Hyd. No. 21 BR-TAYLOR-NDA2-25YR Hydrograph type = Rational Peak discharge = 0.14 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=256 cult 21 - Rational - 25 Yr - Qp = 0.14 cfs 0.15 \\ 0.10 co a 0.05 0.00 ' 0 20 40 60 80 Time (min) Hyd. 21 Hydrograph Plot English Hyd. No. 22 BR-TAYLOR-NDA3-25YR Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=291 cuff 22 - Rational - 25Yr - Qp = 0.16 cfs ° 0.20 0.15 -- ` � X0.10 0.05- 0.00 0 20 40 60 80 Time (min) Hyd. 22 Y dvp gr a p h Pl o t md`No. 23 Combine Nds°oah�e -- 25 yCs p12emak d e r���°eG�ya r9 N 01.:12.)4Aerct‘co_i s Stotrn ivequenc7�o. = 20 1st nli°W hd• lotavpm e ' $S,putt .. 046 CIS 2,3 Go' r 05 0.4 tp 0-s 1 -- '' -- __ __ , t \ O.2. $o 1 60 1 0 0 20 - e � ��� �yd 23 0 'C�m d Z� Nyd. Widr°g graph Pion = a6���s ar9e � min Peak.atsch �l . ogr 2�' Turk. flow hyd CO.-. _3 -- 122�,, J d — COmb1�1e 2nd 111 -�otaiVolume 1. raph'�Ype : 2�`� HydC���E:aUe�GNp � �'2' Storm �n{iow h�a. 1 5YC " C�p :. 0.62 ifs .. \ 2.4 - b�n'� " 2 i, 0 0 0,4 60 0.2 Hi -,...00 , 40 0.0 20 t mini 24 0 -ire Olin) \ 4./ k-kyd. 22 :',7 k-Wd. 23 Hydrograph Plot English Hyd. No. 25 BR-TAYLOR-EDA1-50YR Hydrograph type = Rational Peak discharge = 0.43 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=780 cult ' I 25 - Rational - 50 Yr - Qp = 0.43 cfs 0.5 0.4 rn 0.3 ca 0.2 0.1 0.0 I 0 20 40 60 80 { Time (min) Hyd. 25 Hydrograph Plot English Hyd. No. 26 BR-TAYLOR-NDA1-50YR Hydrograph type = Rational Peak discharge = 0.35 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=629 cult 26 - Rational - 50 Yr - Qp = 0.35 cfs 0.4 0.3 cn 0.2 0.1— fi 0.0 , 0 20 40 60 80 Time (min) Hyd. 26 Hydrograph Plot English Hyd. No. 27 BR-TAYLOR-NDA2-50YR Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=281 cuft 27 - Rational - 50Yr - Qp = 0.16 cfs 0.20 0.15 0.10 0.05— { 0.00 0 20 40 60 80 Time (min) Hyd. 27 Hydrograph Plot English Hyd. No. 28 BR-TAYLOR-NDA3-50YR Hydrograph type = Rational Peak discharge = 0.18 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=318 cuft 28 - Rational - 50 Yr - Qp = 0.18 cfs 0.20 0.15 - 0.10 0.05— 0.00 0 20 40 60 80 Time (min) Hyd. 28 a h p�,at o 5A �{s NY C�3 Peak dischavge ' 2� efostl Md.NO• 2nd' latalvow NY Co�pine h ape ` 54 ycs NYdcogIaeguenCY a 26 Sst ewhYd'N 1 . 0 (1.5A es 1 2g . CoMbille 1111111 0.6 0.5 a. 4 \ cy rr`.. 0.2 sa as 1 0.A ,Alli 40 1 00 2a e � ,rril d• �'� 6 l NYd. It k Nyd� 2 ��glish ��h �,0 68 G{s Nyd °gr �- � age � min Peak a�s�h Pea etva� - 29 o• 3° Same�n°w Md.N4 ,�$c„� d N 2nd'r 1'�y Gompine o+�lv°lure' rapt hype stflr�i`e°'hyaGN� � 2$ Est meow . 5a 3o - Grtftb oB in 04 - 0.2 BO 60 i 40 0.0 20 e N lim� l d. 30 0 Iim d 29 NY 2$ N� yd, Hydrograph Plot English Hyd. No. 31 BR-TAYLOR-EDA1-100YR Hydrograph type = Rational Peak discharge = 0.46 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=829 tuft 31 - Rational - 100 Yr - Qp = 0A6 cfs 0.5 0.4 - 0.3 0.2 // 0.1 i' 0.0 0 20 40 60 80 Time (min) Hyd. 31 • Hydrograph Plot English Hyd. No. 32 BR-TAYLOR-NDA1-100YR Hydrograph type = Rational Peak discharge = 0.37 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.44 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=669 cuft 32 - Rational - 100 Yr - Qp = 0.37 cfs 0.4 0.3 ' 0.2_ 0.1 0.0 I I ` 0 20 40 60 80 Time (min) Hyd. 32 Hydrograph Plot English Hyd. No. 33 B R-TAYLOR-N DA2-100YR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=298 cult 33 - Rational - 100 Yr - Qp = 0.17 cfs 0.20 0.15 co X0.10 I 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 33 Hydrograph Plot English Hyd. No. 34 BR-TAYLOR-N DA3-100YR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=338 cult 34 - Rational - 100Yr - Qp = 0,19cfs 0.20 0.15 4 v 010 # % 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 34 �ngtish h PVat 54 cis dC g�a� : o. e m Peak a�schac� 13 cyal 3 35 Z;me art,�Md.N°•" 96.��,,� N`ld'tlo. �r 2nd�r ° �oti��yo«��' mb e aPh ape - 100 Its Nydr°g{�equercN° = �2 S WO�how Md. 01.054 ifs e . �ao 3� • o.o 05 o.4 11111110.. 0 101 o.s :�, Oil 0.2 � � 80 �O 0.A 1 40 0 0 20 � ��1ril Nyd. 35 0 �� d 33 Nya. 2 Ny English HYdrag raP13 plo t = 073cfs 36 Peak discharge = 1 rnm Nyd. N°� Time interval d No.= 3' combine 2nd inflow by ,,%)6 G type rs �otat Volume A st in f ow heno`1 = 100`� 4 Storm frequency�o- = 3 1st inflow by - . ,. 1 00 lc - Qp 0.?3efs bane 3� _ °m 0.8 ‘ 0\ t04 02 - I I - \ 60 , 50 2.0 30 40 0.0 0 10 H a �,r�n� 36 �'�rx� d 35 Hyd. d 34 c� �y y Swale Calculations r I 1 i l 1 Project: BR-TAYLOR-SWALE-A.GPW I DF: SAVANNAH.IDF 3 hyd's 08-28-2009 Hydrograph Plot English Hyd. No. 1 BR-TAYLOR-N-DA2-100YR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.36 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=298 cult 1 - Rational - 100 Yr - Qp = 0.17 cfs 0.20 0.15 C � 0.10 0.05— 0.00 0 20 40 60 80 Time (min) Hyd. 1 Worksheet for Triangular Channel - 1 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.23000 Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Discharge: 0.35 ft3/s Results Normal Depth: 3.89 in Flow Area: 0.42 ft2 Wetted Perimeter. 2.68 ft Top Width: 2.60 ft Critical Depth: 0.22 ft Critical Slope: 0.01989 ft/ft Velocity: 0.83 ft/s Velocity Head: 0.01 ft Specific Energy: 0.34 ft Froude Number. 0.36 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 in Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 in Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 3.89 in Critical Depth: 0.22 ft Channel Slope: 0.23000 Critical Slope: 0.01989 ft/ft Hydrograph Plot English Hyd. No. 2 BR-TAYLOR-N-DA3-100YR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.35 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=338 cuft 2 - Rational - 100 Yr - Qp = 0.19 cfs 0.20 0.15 0.10 ji 0.05 0.00 0 20 40 60 80 Time (min) Hyd. 2 Hydrograph Plot English Hyd. No. 3 Hydrograph type = Combine Peak discharge = 0.35 cfs Storm frequency = 100 yrs Time interval = 1 min 1st inflow hyd. No. = 1 2nd inflow hyd. No.= 2 Total Volume=637 cuft 3 - Combine - 100 Yr - Qp = 0.35 cfs 0.4 0.3 l %.2 0.2 /\\\\\\N 0.1 0.0 0 20 40 60 80 Time (min) Hyd. 1 :-' Hyd. 2 Hyd. 3 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) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.17 1 10 298 100 — — BR-TAYLOR N-DA2-10 2 Rational 0.19 1 10 338 100 — — — BR-TAYLOR-N-DA3-10 3 Combine 0.35 1 10 637 100 1 +2 — — Proj. file: BR-TAYLOR-SWALE-AI.GN file: SAVANNAH.IDF Run date: 08-28-2009 i SOILS I , , Soil Map—Bryan and Chatham Counties,Georgia (BILL ROBINSON) b 1 In 514480 514490 514500 514510 514520 514530 514540 514550 514560 514570 514580 514590 514800 514810 32°1'25" _. ., 32°1'25" AO o o co o o, i i 1 ° 1111,0w it- . . . , , eit v. ° III 111 0011, pit 4k o cl (") f7 MED O O a u> ii o v M— O ' yMy 41041111" 4111P m co c„.... . . m 32°1'22" 32°1'22" ■ 514480 514490 514500 514510 514520 514530 514540 514550 514560 514570 514580 514590 514600 514610 Map Scale:1:679 If printed on A size(8.5"x 11")sheet. v 0 N Meters $ A 0 5 10 20 30 Feet 0 35 70 140 210 k-1_al' Natural Resources Web Soil Survey 8/26/2009 I J Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Bryan and Chatham Counties,Georgia (BILL ROBINSON) MAP LEGEND MAP INFORMATION Area of Interest(A01) ,l Very Stony Spot Map Scale: 1:679 if printed on A size(8.5"x 11")sheet. [ Area of Interest(AOq Wet Spot The soil surveys that comprise your AOI were mapped at 1:20,000. SOBS #, Other Please rely on the bar scale on each map sheet for accurate map Soil Map Units measurements, Special Line Features Special Point Features Gully Source of Map: Natural Resources Conservation Service cJ Blowout Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Short Steep Slope Coordinate System: UTM Zone 17N NAD83 0 Borrow Pit Y Clay Spot ^r Other This product is generated from the USDA-NRCS certified data as of Political Features the version date(s)listed below. Closed Depression Cities =f Soil Survey Area: Bryan and Chatham Counties,Georgia X Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 Gravelly Spot Oceans Date(s)aerial images were photographed: 9/5/2007 0111 Landfill Streams and Canals The orthophoto or other base map on which the soil lines were A. Lava Flow Transportation compiled and digitized probably differs from the background Rails imagery displayed on these maps.As a result,some minor shifting Marsh or swamp of map unit boundaries may be evident. Mine or Quarry Interstate Highways oQ Miscellaneous Water US Routes t Perennial Water Major Roads v Rock Outcrop „Ay- Local Roads -f Saline Spot Sandy Spot Severely Eroded Spot • Sinkhole 17 Slide or Slip • Sodic Spot a, Spoil Area a Stony Spot L: Natural Resources Web Soil Survey 8/26/2009 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map-Bryan and Chatham Counties,Georgia BILL ROBINSON Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name I Acres in AO1 Percent of AO1 Cub Coastal beach 0.0 1.9% ,Cuc Chipley-Urban land complex 2.2 98.1% Totals for Area of Interest 2.2 100.0% • t;SD: Natural Resources Web Soil Survey 8/26/2009 �111.11 Conservation Service National Cooperative Soil Survey Page 3 of 3 FEMA Ati, 111Mir W FLOOD HAZARD INFORMATION MAP SCALE 1"=500' p IS NOT SHOWN ON THIS MAP 44J+} .. ZONE VE IN AREAS OUTSIDE OF z5�1 0 (.................-1 0 1---1 I FEET ONEyV (EL 17) CHATHAM COUNTY w , "(ELF 16) ' ' =� METE- ZONE VE '-`�GRAPEWOOD_ST " (EL 15) q i mu u Im . ` `NIFi, ��. ZONE AE 'I'EMIR�I ll�ll PANEL 0213F ^, • : ' ' :tee 1; e:•••"- s' ZONE AE Iliim -ZONE•AE (EL 14) ZONE VE FIRM °T e� 1 PULASKI ST (EL 18) )1114,1°,.t FLOOD INSURANCE RATE MAP '�" %.,--:,".--;;;•:;;."../,....;,...---.- :ti i = 7 ;" '� ZONE VE ZONE VE '�r�, y 7++ „..:414.,. ' , . " ` •. , (EL 15),. (EL 19) C7 CHATHAM COUNTY,• 9 ?IEW : . , , ..e:Ay •+' ONE AE . °� ; :• • •: 35 000m t� • t. +' '` » 4•••°•,?: 43 ►J ''sill AND INCORPORATED AREAS +; ' '•:`a "� .• o: ::411,. ..:.,.......-£?:• • • . • W PANEL 213 OF 455 • '• •� • �,' 4 -• IIII • ,d ZONE VE ' (SEE MAP INDEX FOR FIRM PANEL LAYOUT) •: •^ EL 17 t s� r �1; ••4 • •:•:':• • • •••:•:•:•:•:•:•:• ZONE VE IQ CONTAINS; 4.; OR't •.• { w • y_ . . . . . . . r� .n COMMUNITY NUMBEB PANEL SUFFIX •',••F# ••"`-' ' _ • •�•9••1 ••.••f . • •j (EL 16) = CHATHAM COUNTY 130030 0213 F •s• '.�' - ..'...... .°•• • ,•f Ay-i •••••••• TYBEEISLAN0 CffY OF 135164 0213 F ' •x..� •'•••, may' a Zi ., ; ' . .k•:;••• •• :•:;: :;. t• ZONE AE pimil •+• e•-°4••••••1.".,. • • ..sVa'`.•f,r;• (EL 15) 6'0J i :1•••-. ,'T'.`,;. '+�t ''...*J•:':'•��• GULICK ST ®)• „ •)10�` 4 a' ••° R4ILWOOD DR IIIIIi� •.•'14S441,411.14'41%40 } of,.•+4:% p •1•• ye4r d•I et'!”,;' =t ) Notice to User The Map Number shown below . r should be used when placing me orders; the•kt •' •1+' 1 •+: , ,•t:• • • ." "_ )• .a "�, III Community Number shown should be µ ". t '••J*ti + . used on Insurance applications for the subject �} •�•'l *! .•J ".�r •• ttQl community. r , °~-e,:j. ` ,e •• '..„.:.:.1.11, .� R. .0,\F•Y� MAP NUMBER i I r +s• )1.. ®t y.. M 13051CO213F CARPE TER RDA,- °V. :�s� 4r �� ■•;t nnu t '' 4. y ;*.• *,t •.1•1: • .y D~t 4, N.....�� `. . -�.. •..•: '. +•,,,1y ` • tt ,1 F� EFFECTIVE DATE ND 5`' SEPTEMBER 26,2008 55 r � t • 111111 Federal Emergency Management Agency �;•��'j,1, .:::•:: 4 ` T ',IPM,",, .'a .�' .•�. A This Is an official copy of a portion of the above referenced flood map. It • * :•j r A ' 1 ' ` ` Y> ••, was extracted using F-MIT On-Line. This map does not reflect changes F• t ,,f O or amendments which may have been made subsequent to the date on the A '✓� e Ord q• title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.feme.gov SA�G RS d If t d eta 4, x _ • ii•i �+• a' rt, ‘,,,‘"°14:- - '14; 44 . ,.'-----... " ,..' Agir . 101,17,."11' .. . - ..4i' • -'c•:. -;.,'•.':.-A':-..'....-'.:-.-1- .1-:.':-' , , . ..S, 4/ 11110-0001' . ': :,''''' ,, ' ' ''. • ,_. '. . .•'. A w „.,,:i:•,.Aide * . . „N4� %q if ry a y, ' • 3� !" rz y„� '�• auk �JJ fe a ' ,..„pi 5`kA �, ILA , i ON e ! F' '�" J 4. 'ail tud i s• .(. 1:23 1.S ;t —AV.I. ' ' "'S .. !,. ' • „, • IA s�44. l me¢wa i I�: iyi,.' fi }d., . �w A'i, t W� � irk er , " "a ; Ai,..-, ,,,,:iiiil, " ..e ... '._ hi '.}tl L: it f 7 Yr ik *0' 4 i �,• • 0. • BENCHMARK NAIL IN P/P *� ELEV 8.96 1, NAVD 1988 O I\ TAYLOR STREET 40' R/W SAN. M/H TOP ELEV 6.74 O �O CO �6� X66 6 AC) ki)co rD. 0 6- + i6 +�� ' + +cn• �6 6' O kr ti o t. o + Si 86°23'03"E 239. 0 6cb 60+A +• `�• 6. 6- — —+ 5 $ RBS x ---'`— 'T126.98�s St- _ x — x-- x—°23 3"E rim:8 RBS ---r=�- — 112.62' ...- Y 6� ti/2" RBF GRATE INLET `a + O � r 15" PLASTIC 1 + A 1 TOP ELEV 6.80 +' �` Ix IO 16 6� IE 2.93 (15" METAL)--7 6� GRATE INLET + ` +6. LOT?. 5-A +1 6. LOT 3-A + + TOP ELEV 6.58 A + = IE 2.82 (18" METAL) + A AREA - 10,503 SF AREA = 10,503 SF • 6q, ♦ 1 1 LOT 5 +6:k I LOT 4 LOT 3 I I GRATE INLET eke). I TOP ELEV 6.98 I +6y ti ra LOT 2 ' +6 +6. 01 +60 I z°v +6 Z2„ Z o ZV 6 coq? f CONC PR'E 0' DRAINAGE STRUCTURE +6y • + o +6�0, �� + I +rOO IE TOP 2.17LEV 6.42 C� t0 l o Ix �1. 1 I y / 10 �� +6. 6� ` �P IE 2.57 (18" PLASTIC) �'� + I ® +6' 6 +6-6 GRATE INLET O' / 6 cam° TOP ELEV 6.09 o +6 I 0 +6 o J ''1'/ V , , I � _ +6. 1 e I +6. _ ��10 �O. ' \ 1 rO IE 2.6i {24" CONC.) le. 6'` r------ 60 +6� 1 / .- ''� �' �`D. 1 LOT 1 f z \ t. , 0 +`O /A+ <, • 'vs/ (Yj / 4.4 6. Ix '( ��o 01,\ <5;1 REFERENCE: PRB 22-P 40 �*1:., 9/26/08 ACCORDING TO THE F.I.R.M. DATED \� 9/26/08 THIS IS W[TIiIN FLOOD ZONE AE,, B FE 12. bb PLAT OF A RECOMBINATION OF LOTS 3, 4 & 5, BLOCK 32, FORT SCREVEN WARD, TYBEE EQUIl'MENT: TOPCON AP-L1A ISLAND, C�TH� COUNTY, GEORGIA OEORG �GI S7'41 !iVEY d. WHTTLEY R YNOLDS FOR: BILL ROBINSON 4 ;I YOR N•• 24= PLAT:AVENUE t4 A APRIL 0 20 0 60�' d 4o © MAY 14 ■ ■ ■ ■IA 31405 `; - , b FILE N ■ ■ ■ ■ ■ 52-0464 �. f1Y � ,�C GRAPHIC SCALE - FEET 7787 R17,VT.1',INfin : ECEIVED FOR RTC( R:' r tea c-cLA. f 1 ari- , 2010 Vii 28 Pli 12: 5 I APPRO,ED BY THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. DANIEL':11 h''ASSEY BENCHMARK 1112:31(0 :'I:-.11./ SI PL D'ii: , NAIL IN P/P lf/1 li A G AGER DATE -,C G , ELEV 8.96 N • NAVD 1988 0 TAYLOR STREET 40' R/W SAN. M/H TOP ELEV 6.74 0 S 86°23'0 "E 239.60' C OEM MEM 5/8" RBS x x ----x x Ir"---7-7- Int x -yr 5 ' RiB • 1/2" RBF 126.98' I I I / 112.62' , I GRATE INLET 15" PLASTIC TOP ELEV 6.80 tl' \ 1 I I IE 2.93 (15" METAL) GRATE INLET N, LOT 5—A . i 1 1 LOT 3—A TOP ELEV 6.58 \ AREA = 10,503 SF v Il j / G VEL I?.. 1 L T 41 I 12'EASEMENT AC CENTERED ON P/L AREA = 10,503 SF IE 2.82 (18:" METAL) •Ar —----.....i I Ne LOT 5 ---- i -.I 1 F4 LOT 3. I < ___ —....„ GRATE INLET / I ) I I.(il\it I TOP ELEV 6.98 \ I 1 I-' 1 I cn LOT 2 - \ \ N9* eipo 0 1 NC) •IP I I Es s ° 1 0 "SA Co I - IN/ I vP,A. I GRAVEL I /8 I DRAINAGE S UCTURE <CS} 't30, 4' 1 / t;S* TOP ELEV 61.4 co e .,‘N '$'0 I I 1• 01 IE 2.17 1:e ‘ %Its APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL S\ 1 / „ I-4 .-‘ to ---/--- i t\) fo;?■ \ I -1-- I '.9 MAYOR ‘ P DATE 7 .cs:9`.\\ v°.+4, 1 d, ,. 1 11.7' I• I i # N. \ ,. ..p..° - IE 2.57 (18" PLASTIC) GRATE INLET I 4/ (.? olo TOP ELEV -6.09 - 10'41 10 0 It I , .°, ,e''.- I 43/13,XXIAL ,thr: T/&6/t 0 ‘ 0\. Ne CLERK OF COUNCIL DATE too_. 1-------- -- N?" \ 11,20' DRAIN. & UTILITY _A , IE 2.61 (24" CONC.) l',.. N. LOT 1 \ I I / b\'‘ "c4. fag; (IA 1 ALL STREETS, RIGHTS OF WAY, EASEMENTS ANY ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLAT ARE HEREBY DEDICATED FOR THE USE INTENDED. 'NV (0. t ) i OWNER .0\-(NER DATE " ' `-- z c. vt. \ \ 4\0 .e..\ 7 .o..,\ *.. \ o.. REVISED APRIL 23, 2010 TO SHOW GRAVEL DRIVEWAY, \ DRIVEWAY EASEMENT AND DRAINAGE EASEMENT. REFERENCE: PRB 22-P 40 \6' ACCORDING TO THE F.I.R.M. DATED REVISED FEBRUARY 10, 2010 TO SHOW HOUSE ON L013—A. .14 9/26/08 THIS SHE IS WITHIN FLOOD ZONE AE, BFE 12. PLAT OF A RECOMBINATION OF LOTS 3, 4 & 5, BLOCK 32, FORT SCREVEN WARD, TYBEE EQUIPMENT TOPCON AP—L1A ISLAND,ISLAND CHATHAM COUNTY, GEORGIA c,v),:di.14 : G1STE.. ERROR OF CLOSURE LAND SURVEYOR t-, '' J. WHITLEY REYNOLDS ANG : 1-!-,,, .i."49 CI BALANCED BY — FOR: BILL ROBINSON ( ULAR —ANGLE NO. ,4,. 1/— 636 STEPHENSON AVENUE . .A.‹) ° APRIL n, 2009 SURVEY 20 0 20 40 60 SUITE C 1003 s )6 MAY 14, 2009 PLAT SAVANNAH, GEORGIA 31405 .\, p, V ;/' ' FILE NO. 01-69 1,4 3 p......._ TE,F,PHONE: 912-352-0464 \ P GRAPHIC SCALE - FEET FAX: 912-352-7787 BENCHMARK rw � Wg NAIL IN P/P i-' `v(0 N ELEV 8.96 s NAVD 1988 a5--1/-4„,;14- 0 11\ TAYLOR STREET 40' R/W SAN. M/H TOP ELEV 6.74 0 CG_SETTINGS 0 S 86°23'0 "E 239.60' I r 5/8" RBS � �__..�.�.�.�. fit x �t --T--- 7, 1 5 " Ii M�iF��K��,,.. / i'2" RBF 126.98' (I 112.62' GRATE INLET 15" PLASTIC , . 1 TOP F i.F:V 6.80 13 l G /' IE 2.93 (15" METAL) GRATE INLET ` LOT 5—A I I _ ' LOT 3—A TOP ELEV 6.58 AREA = 10,503 SF AREA = 10,503 SF IE 2.82 (18" METAL) v a ` e LOT 5 I LOT .4 LOT 3 GRATE INLET ' .$ z i TOP ELEV 6.98 '� Y o LOT 2 w ti 1 d \:*' 4,cS0 ' ,0 'f'�, �`? DRAINAGE UCTURE o ''o. .rj, TOP ELEV 6.4 �? ‘j., ci 06� IE 2.17 f ' A� _ 11.7' i y�/.c/1\ a P f p� I •` 4 IE 2.57 (18" PLASTIC) �I I GRATE INLET e. 9.. j �tRa _ TOP ELEV 6.09 I o ' . ", o. H.---- \ 1 ' 6 IE 2.61 (24" CONC.) �1� 6?s S /o' A'� O.�\ 1 LOT 1 \ jr ,r' 0'10 tt; 1,�,`lr .6 Oti G '4 \ \ `Pv�o 01,\ Sr O.3 00. REFERENCE: PRB 22-P 40 ACCORDING TO THE F.I.R.M. DATED REVISED FEBRUARY 10, 2010 TO SHOW HOUSE ON LOB-A. \14-791. FLOOD ZONE AE, BFE 12.9/26/08 THIS SITE IS WITHIN PLAT OF A RECOMBINATION OF LOTS 3, 4 Sc 5, BLOCK 32, FORT SCREVEN WARD, TYBEE ,, ISL�►ND, CHATHAM COUNTY, GEORGIA �,ORGjA EQUIPMENT: TOPCON AP-LiA -.. • ERROR OF CLOSURE d. WHITLEY REYNOLDS �� t LINEAR: /ANG FOR: BILL ROBINSON 0. NO. 2, • BALANCED BY - F 636 ST PHEN ON AVENUE , q°� ° APRIL 1/- , 2009 SURVEY 20 0 20 40 60 SUITE C ,S'U'R A� M A Y 14, 2009 P L A T I I I I , ' I 1 1 1 I GEORGIA 31405 �. '- FILE NO. 01-69 - SAVANNAH, I1'j,Ey GRAPHIC SCALE FEET TEI.FPHONE: 912-352-0464 / jr� FAX: 912-352-7787 _____ — --- ---- --- - 65'-0" ._ APPROVED HURRICANE RESISTANT / STRUCT. HOW-DOWN SYSTEM 13-5 13'-5" 12'-9" 12'-8" 12'-9" 1 _d1,1°-0 ,---- ---- ---- (SEE ARCH. PLANS). / / / / _ - „., i.ily ' et, 'Trill - r _ 7 r_. _ 7 , _ , , _ , ... „.0 ‘ vr-• , t). ,imi 1 1 1- -1 1- -1 1 1 1`-' 1L1 9 yo 1-9 itivivi FLOOR FRAMING, SEE \ \ 2— \ . 1 1 / ____,,, A...‘". bli, LIM 1 lulu ARCH. PLANS. I F. I I la I I 1 I 21 I 1 I 1 v ,, -,,a 1 .. .2. I -- \ I ////:,- I z 4 /int,,d 1 L _ .._...1 L _ 1 L _ ...1 L ......... __I \ L _ .......1 L _ ....I \to.,- vi:"/ c' 111E1 t4 CO V- \ 16" TURN-DOWN SLAB 0 FOUNDATION PERIMTERS, TYP. I I 1 F I 11 GO-BOLT 1 3/4"x 13 ZINC PLATED COUPLER & 2"x2"x1/8- PLATE WASHER W/1/2" -4 --._ _ 1:---Iiii--- dal NUT, ZINC PLATED-YELLOW CHROMATED. P.T. 2x12 PLATE W/8"x3/4" DIA. BOLT AND STEEL WASHER 2.4- I -in t4- I 7,) FIN. FL. ELEV. SEE SITE PLAN 4" THK. 3,000 psi CONC. W/6x6 W1.4xW1.4 WWF ON 6 MIL. VAPOR BARRIER I „-t7,-- ---TANI/M: ' -_--- ---- — I In a 1 INIMI 0 3ro.C. OR EVERY PIER, TYP. GO-BOLT EMBEDMENT SLEEVE COMPACTED FILL WA" EMBEDMENT. OVER TERMITE TREATED eveniVioffrFt OhafisCbOaDoriE niCOartLoiAidTritElly .- -- \ 0 z 0 . - 0 0 INIIII t.: 0 = < r — 7 „iiiik, ,_._ r li'lirt 1- 7 1- — 7 r. _ 011%1 I..... ....... ...1 I— ' ."'".. ...1 '‘) cc a; 1 1E11 M 2 C■I \ irldrea asorwrims =-=-AllW -_---7,--_--F .- - , I:11111 I 1 I . \ I U I I PA I I • I r r ' . e,,de vio Ohms, DO oversight by the al;p ipl. $.a b8c11 DI bn:co ede sn:olttrrFr cd°1 1 ra tac'3cut to shir dhl cs...3 re:ie:cand :MDR r,.211-:,:ti nent2bLicearueoqd ..... ...._ IMI 16"x16"x8" CMU FILLED SOLID W/3,000 psi CONC. 7 L _ d L J L _ 1 _ I _ .....1 L _ 1 STUCCO FINISH - - 1E11 W/4 #5 VERT. REBAR, Typ. , 41N T 42"x42"x20" CONC. OD O wan' gy '3F uarantee. ii -vi . -- .— 1 1 „ 1 I Co ,p1,11, ,0,1,11111„, 16"x16" CONC. PIER FILLED W/3,000psi FOOTING 3,000 psi W/5 #5's EACH WAY Cf5- 3 1 ,.3 P ., III, CONC. REINFORCED W/ 4 #5 VERT., TYR t 2 I I I I CD irtri.'"' OPEN AREA . I 0 Nt- •' , '.4" ..4. 0 C.) I. NIT 1,1 I I I ""'"' I 9t,, I UNDER PORCH b 7, .4. .- , bi, , ,, 7,, In b .-- ‘t. ILI po — -- I ." . C2 I > cr) ° E5 I D 0 1- "An AgltwovA Set Of CAMS Plins2 < w N. /-- PERVIOUS PAVEMENT I I # D Remain on J al Site at MTh-nee 0 0 - • I 0 a) '' GARAGE FINISH FLOOR 1/4" PER FT. r-- — 7 ,..- — -.., ,..- ■•••■•• MONOMI r1000/0 4.10/./M •••■••1 C.....D < . CO 0 SEE SITE PLAN -42 I- — -1 1- — 7 1 1 1 1 1 1 -1- \ 7./A ALL CONST,WVON UT COMPLY WITH THE LI-j_JCM 1 7c) I (753c\I .1 s , . , 0.- . , . t'.. t, . ,..,;7, - \ 1 , / I ',// I /,, I \ I :-"/;;„ I 1 7 1 1 . 1 r A — -- '/N\ \W \` \\ \` ,\\Y\YW>% T / \ v •\ \,'' I , i I , L _ 1 L _ 1 L _ 1 L _ 1 L ......._ 1 L _ 1 < 2 . (,) 5#5 EA. WAY REBAR \ ,\ ,\, ‘ , ' „ ' \ \ SSTD 0 rf fr AND THE IRC ONE AND TWO 12'-9" 1S-5" , C.' PIER FTC. :' ,, 2, ,,,,/ / \„,/, / 131-50 / 12'-9" _ / 12'-8" / / I I , >\//,/<",2 //,<, FAMILY OW LUNG CODEEDITION \,\ ,,•‘\ t; I .. ,I =, N A A- / AND STATE -F CECINA AMENDMENTS 1 ' >xiC/3 / ' C) ' " t ,, . ',/\4■- \/ , P° p -,./ ' 1 s.,:‘',■.\\, t CD v, / ■4- 21- -4- 1 i ' 0' -0-- ' ..mj. -I-- t" --"L -Ls •\ /,X / I CD l *in <\:x,,,„,:`-.< , , , • •„,„ -- -` - :'" A.,/ - ‘ , , ,, ,, ,,, .., "V>, ., ./ ,, -"y.. T- -4,,, \• ;\\A '\ A\4\ 'Is\ S-6" x 3'-6 t;\ , /'\\) ' / f A_---7--.li a I , w , 1= _==,..t_ r _ _1 . , Wall Section at Exterior Wall At..... r..... — 7 F.,... _ ......1 r.,.. .....1 1- — -1 r_ _ ......i ,. Scale: 3/4"=r—O" I • I I yr, 1 - -I- " 1 , „ 1 , 4 1 . , < . . A A I :A I I A 1 g o \ \ \ -- ...._. .., . . L ANN■P 1 L J L _I L J L J L _ .....J . _. z 0 I ..1.3 ..., ' 13'-5" 12'-9" 12'-8" ____ 12'-9" _______ 13-5" 0 i ',- ' < c: `Lii 1 65.-.. _._ ,i, ___ .._... [- n' rOUNDATION PLAN FOUNDATION NOTES: 1 I V I ti i V I 1 ARCH PLANS PFLRAANMSING, SEE ) 1111111111 SCALE 1/4"=1'-0" 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. ( If III III II 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98%, UNDER SLAB: 97%. 3. SOIL BEARING VALUE: 1500 SF \ -- — 400044 . ao-coo 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. U) I 1 ,.,i, 1 I 6. MINIMUM CONCRETE PROTECIION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: -.I FOOTINGS (BOTTOM AND SIDES) 3" CLEAR <I.) (.) < " I- 14 PIERS OR COLUMNS BELOW GRADE 3" CLEAR C LAI -: PIERS OR COLUMNS ABOVE GRADE 1 1 CLEAR 0) p 4-- (D x 4 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. C -70 FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT 0 ' 1 11N 111111- -11111 EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING Z < 0-. 0 2 CODES AN ATivi C-1116, TYPE III. Of IN 8. VERIFY FINI D SS R H FLOO ELEVATION WITH THE SITE PLAN. C Z ■4 FillIMI M es 9. BOTTOM OF ALL. FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS. 0 s.... C -- 0 0 < .J _ -4-,4 7 1 I 4 1 10. STEP FOOTINGS BELOW THE PLUMBING UNES. COORDINATE LINE DEPTH AND LOCATION WITH THE 0 (f) b 16"x16"x8" CMU FILLED PLUMBING CONTRACTOR. -0 C Z 1 ° SOUD •W/3,000 psi CONC. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. C ..C3 0 2 r.._ W/4 #5 VERT. REBAR, TYP. — (NI M 4 g D 0 I-- ■.. 2 o < cn 7 P. '1 4 Mimi-4 1 Z 03 1=1 4.",_THK. 3,000 psi CONC. W/6x6xW1.4xW1.4 ..._ D 0 L.L. GARAGE FINISH FLOOR Fi, 4 0 MID-DEPTH SEE SITE PLAN \ .. S .7 - \ x 4 ., X 4 MI 4 X X Xig X 4 X X X -. .. a I- "..\" /A\ \ I 4 I 1*-1" \\ \ >, /' / •-• ...... ,.. ,, 5#5 EA. WAY REBAR/,, ii_ , VAPOR • © PIER FIG. \''\\„. -. -/\/ ` \ \ .7 4 / \, \ i BARRIER \ . ,„,,, 4 4 4 .\ A 4 4 I \ , / N4. . _.__ __ 4 _# .4 v 4 r co t i\:\ s?RUM tit t 4 4. / p,I (i./..‹.// < 4,, 4 4 1 4/ >. 'V\ 14) \, / COMPACTED OR UNDISTURBED SOIL FREE /. -...n, s, 4 L. > \.,,<\/'>\ \' \C' 17r IL- '1 . .r". i'"'"''-it T"."..". '"ir' \\ OF ORGANICS MIN. LOAD BRG. CAPACITY 4 a \ ,/ OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. ,\Itte 4 • ,\ \ 4\s/31- ,-, DBL. LAYER 0 I (.., / ,,,,,,,,,v,vw,- :\ ,\\; / W/6x6xW1.4xW1.4 WINE 0 PERIMETER illfrTIES PROTECT:\./CE.NTER ik-' -, 4" 3,000 PSI CONC. SLAB rr:4-4,,,'810A' :1::1. Typical Footing at Interior Piers .-,-----=-------"Cri:- #4 CONT. LAP 25" & W/6x6 1.4x1.4 WWF OR BEND 25" 0 CORNERS FIBERMESH 6 MIL. GARAGE FINISH FLOOR VAPOR BARRIER Scale: 3/4"=V—O" SEE SITE PLAN ,.0 R G 1 4 C-1 S T ' cjc-C'\ t---'9es FIN. GRADE 4 , A 4 4 c1,-1 361.° . -Z //1 //WI W'//'// ,/ // // / 5 l* ,,R00.F.27,7020.. / 4 / COMPACTED OR UNDISTURBED SOIL FREE 9-‘g-efi, \ ..,■,:),, I a \ F ORGANIC MIN. LOAD BRG. CAPACITY i \ / OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. \ • a ,, Yx\/// fl_ / ' O S \/ . \\ 6 MIL VAPOR BARRIER \-/ / ,'\ 1' 4" 2 #5's CONT. DRAWING NUMBER #3 0 18"o.c. / , REBAR IN FOOTING \/\ ... a c _-_, accasraco TURNED DOWN FOOTING ___„-T-4-X1,-- ..., i . SCALE: 3/4"=1'-0" • , 1 of - sheets I -I. L -- . .., : .7.:... .:r / 1 S 65'-O" / APPROVED HURRICANE RESISTANT / • STRUCT. HOLD-DOWN SYSTEM ' 8-8" 12'-O" 11'-10" 11'-10" 12'-O" 8'-8" ---- ---- (SEE ARCH. PLANS). / / / / r icri;71 'AAA '.. „I - .,1 otiniii , FLOOR FRAMING, SEE \ N. \ \ \ N. \ \ . 1 1-1 IiiiAl I ARCH. PLANS. I /4 I I A . I i /7 ,-'-,-.' I I ' I I AA I I loi I I I '-} , 1 01■■■•■•• _J _ .....J ___ 1 L _ _J L 101.1■100 1 L _ _I L _I 1::' .-111 7 ill'i:1,111k; 16" TURN-DOWN SLAB ---... , . Ilk121 - - . , g..7. 2__ILL.:1_17' ._.1 GO-BOLT L/T81 PLATE x WASHER 5141 ZINC PLATED E/2O COUPLER 8c :111,1111,... FIN. FL. ELEV. SEE SITE PLAN 0 FOUNDATION PERIMTERS, TYP. - -•-:.---- 2„ir:-Z-.::•--•:.._ . <.- -.i... ..... . „--, m 4" THK. 3,000 psi CONC. ._ NUT, ZINC PLATED-YELLOW CHROMATED. ,I. >, 0 il .;: W/6x6 W1.4xW1.4 WWF . s a 414 .-KNI = .. P.T. 2x12 PLATE W/8"x3/4" DIA. .-KNI 0 .-te.1 0 . . .. A' ON 6 MIL VAPOR BARRIER 0 0 ' / .-'•'''.-• a 8: ., • -- • •7 , ..,..„, BOLT AND STEEL WASHER 7 7 ,I'd' OVER TERMITE TREATED COMPACTED FILL -.4- -.4. ... 0 4..- - • • 2 0 32o.c. OR EVERY PIER, TYP. '4 .4. •4 h--_ -0 im 4= . ri 1:1 • I• al. I '. ''l A E GO-BOLT EMBEDMENT SLEEVE T's • 4 :" W/6" EMBEDMENT. , b 13'-8" 13'-0" 1S-0" 13'-0" 12-4 • 1--: I-1 11 . .. . . 1 I Sri . .• = • o 1 cv . Z 0 . c, 0 0 — 0 • •-.. t.i) • to - 0 0 am 4 , .. b r. . a M < X CA .-- ",. • • ER • a': • '.• .1 2 REVIEW'S.3t3i CODE COMPLIANCE . • . - • .I, • . Iv r- — ........ _ al - A • = . . a E — -1 I- — -I 7 I- -1 1- -1 f- — -1 Every effort bac boon made to Identify code v1-=iation , no ovs,rsigbt by the .. MI=a. El- 16-x1exEr CMU FILLED SOLID W/3,000 psi CONC. 7 b A i . i A \ I--. z//// '. I /A I v I I 0, I I . A A \ I v i v Fr:mg('tm-nr ikha 4 4 consgruod as aithorltv to vOolats, aan-F;T/, situ of? so2 asNe • -•!:: C...) -: t,,.:1 ,,, 11 STUCCO FINISH ..-. Eiji= W/4 #5 VERT. REBAR, TYP. AN L —I 1 L _ 1 _ \_=-1 1_7,_ 1 L _ 1 . L _ J any appHeaWoendes or ordinsness.The - - retlev anc; perml ShomIci net bs constmeti .. • ...--- 4 _ ,-A • 11111.111 T ...„ :_, . ., . .4 I ',.',.4:-," HOUSE PIERS as a tviarrEntv ov igarontee. . ... 0 •,,..i to T ONO! .• E 1.10 ..i . .° i. 1 _To r — ---i , r— 7 ,,,. .,-,----- 42"x42"x20" CONC. _,.,_,,_-- N,-2, _ _ . Rovion0(4 M, _:Wm.__.,:„:_,.. 5:)<.-.„: .,,,.j..4141)i -:: Cr) .. 16"x16" CONC. s-,:::Z.x 3,000psi FOOTING 41t,i ,4,1 E. I- • • I / ....,. . • • A a I v/.0 I I F-1 I PIER FILLED W/3,000psi tg•-,,,,,,,,,, W/5 #5's EACH WAY _ 7 7 - . 6 .. '67 OPEN AREA . o CONC. REINFORCED W/ ',-`=-'"'47 V-7; I ri *co • b) = . i \ \ N. 4 #5 VERT., TYP. •fr-',Yie' '=, I! t .,, , . . ,I 1 "•. „>•.,. . UNDER PORCH b .‘,- ,.:., . * __ . , !-;,:----v-:=.4- m.• ,. .. • „ g , ,,,,A.::., :,,,t, 4111)) I — 7 I- — -1 0) :, . . ' ' 1 _ . ".. E,I, „ „vw , .,., ,„: ,- — ,R., ir , I , . Pa . A. v.,:, 1-:i.,, ,, -,,,...,„ 4: I I A I I 0 I '‘'Auk.Appwouod Set eV Flans Rr-'44.8611 PERVIOUS PAVEMENT = .. . :. 5 •,::=1 ,i;,:li t:::! ''..:-.V. • v..- ,..,, ,,,.- N , ''''''';' 14''''''' Afid7„V 1 ! \ ,IffilkAri on Job %in Ert Ali Times" 5 r. . 1 b :::, ,. ,c,,,,,. „--,:_;-, „,. ..„..„- t,„:„ ,....,... .......... i L 1._ i •-. :. ..- E- GARAGE FINISH FLOOR 1/4" PER FT. b I c, I m' SEE SITE PLAN . -.1 \ E • • - . I = . . . . . .. .,. . ., . . , . ..1.. . ..A. t, • . ,. . .1 ... b 'A ,_.. ,,,N, ,,, ,:,.. - •,, =,y,m,-- k,:,, ' 1,ir4 ki\:!- ::1A:1=) A A, Ite::44N 14 , .'-' ,,-'-:„ . I I b I I . .4- 11h 'L):°' -.' '.1 1 : • .: • 'A ' °: .. • .... • '... :;..w• • .- ..,, • • . . .. - _ . , . _ , , , .41--r-T,A v ,:1::-.,1-,,,, ,.- • 1 Ifit,, Egf -, ' , - :.:,,... ---: _•.„,:,: 1 1 I ALL ROWS TRUCTION MUST COMPLY IfVITH Tifi ..:.''.''.''...:'-..•-:. u)Fr-f--)T-7—Cfrl' Ill tc7-3;;--12. I:2-6: i - . -- / ig, . ' fA! -- -co \ ;a . .A - / r- — -1 ---;:„ '. :\ ,,1: •:-, ,,*/ ,r., --,t,,, .m,A.,,,.„ I- -I I- — -1 El"— --1 r 1— ---1 „. Dm-01D-0,4 AND THE MC ONE' AND TWO / -..& . .. . \ x, ,.-=.,;, ,,,, i_:i , §-..40,4„:,0, n:-..'', NAL:;?:;,, i-t / 2 1 : • ...,,t 4\ ..., — --1 -,-„,„ , „e-, t -s-7.7f 000•10-- FAMV(DWELLING CODE 2-00k EDIT1011 ,=.: .1 i,-- \,//\/\,/\\.. I 7 I '''k''',-, -'1\ fi.W- / Vil: etY44=Ni,''' 1 ' P i I zit I I ra I I / I :,. 5#5 EA. WAY REBAR . .<, A A / AND STITE OF GEORGIA AMENDMENTS (i PIER FTG. . . . A. •• !... - ' .. P•I-.... ••.°1 :' • :•1' •.. A.• \ I M I \ A '-*-. -=-5::, .i.,--/„.!,.: J.:•-,- tzi,,,.. ',-,4:.Ak'..1i, \-‘---- .,---AP- if,_ N''' a 1• .° VI 4 .'• ' .. .•V W \ / / NC. L _. ._.1 --4-,1 \-,-:A WS-1 --I L 1 L _ _I 1_ _ 1 L _ _I I.3 A 4://\4 I : • E,. °.: '.. ' •: - • . .• •.. \,a\ \ , . to '•:',1 :. ,,i• • 1. ..• .t.'. .. • <03 L -I 8'-O" . '144 12-..A, i- 11'-uf 11'-10" 12'-8" V-0" . / / / > o \/ • . • ., -. l'' • •• - • • • . .-- /,........ / 7, "to -:•:: CD < . /\ .• . . .. • -, . . • . • . , \,.- , 4 <; 2 .. ;" '.. • . : . . A • #1 L'V, Z I : ii kr7 /\ • '' a',.= • D ' l''' .a. e' -E- ' 01114 an • — • ,,x. ,,,,.. . ,. .,. ::: •...,,77,„;,,..;„ E I '.- to . , .•: v■ \ . ,. • A - " .. 0 . 6 • , • • / / /r, .,,,,T=t;o't-J,-$11-` g PORCH PIERS D'h b .:. :., A VVV\/\/\<\/\/\<\/\/\ \,'\ \./' r - ' ? c, 0 41 , • b 1 ?...-.-- . La 1-- /' 36"x36"x20" CONC. I b I •_. /\•\/\ \ i• A‘\ , ," 4<\ x\ 'N'/.\\.\\• ‘.. b ,-4:, o a. w • 3,000psi FOOTING IP' . .:- 3-6 x 3'-5".;\ • k,%--.1 , -,,, %4- 25 .' • W/5 #5's EACH WAY • 1 -4-4 I f I / / v a < -#,,. 8 I 061 .171-47* °'' ,- (i) k 6 1 CP* :",:' 5 18 ■ L., . ,_,i t__ k,_ Wall Section at Exterior Wall — ------ • ',,,,A 61 r— — —1 r — --1 r — --1 1- -1 • 1-- — —1 r— — —1 E — -1 -.., ,,ii , „ /..‘„-,,„' .6 V-r ;41 Scale: 3/4"=V—O" - :-/ ,,..) 121 0 V r 1 „ 1 1 r Fr 1 1 Or; I s 1 e 0 (01' (")(1)19 I A- I I I I .. .4 I 1 v. I I 4 , . A A \ \ \ 0 , o 1 fi APPROVED HURRICANE RESISTANT ,.„ STRUCT. HOLD-DOWN SYSTEM L _ J L _ 1 L J L 1 L 1 L _I L _ 1 i----.3. --T7---, R-r`k,R,tiq,:fx",-,:l t..7:--, -------.7,---::,_p fliw,;n,..,77,--,-, R I too d I II 9.-2" -- un ill 11 (SEE ARCH. PLANS). First Floor 9.-3" 11'-5" 11'-10" 11 -10 11'-6" - / e--4,--Nvi-i-,4 A 0 ii1 / / 65'-0" IA ..3 4 .-,,..40,14,,,.,,,,E.,-„,„_,-„,-..,",—,,,,,,,,-„,,,,.' ,,,,E, II LA Ail / / GN''''EEar-g.,,,, :4 --IEL- tri:g -0 20 - " ,,,--,-.„---„,,,,,,„,::,,: ,,,.:•-•,.„-_-.,-„,„ .•.: . ii,•; 11 I I / ':-.,)„-°: T V If:,f'12 :>:.:7-,:--;_,;;,,,:::,,7:,,,:; _ ,-.;*47='Z-4-'-'4'71i ,',,, I FOUNDATION NOTES: t-;:t.-Lg.7'k.'Zi'l fl•izzm :,,,,:;„::,0- ,, , -:, -, 'i 11 1, FOUNDATION PLAN ..... In ti r-1:: ‘Iii: FLOOR FRAMING, SEE ::. t iv, !Ai 1111 uu all MI I V I I A I 'It' II V 111 I i IP A , lit ,I , ( , , i a , ,......L._... . II ,aa.„— I 115 ARCH. PLANS. . NSOCTEALSE::1/4":=1'-0" .„, eEE,E,,, A E-='A"';''':E„E." EJEEEf.,'ErV::::E.:"E."-,i'''''',':;""t'Ed.': ,,, e- _ ,,,,_ 11114:126 4119 "tr ,__t_r7:-.:27:?, 12.. CONCRETE 0 SHALL REQUIREMENTS A l l DEVELOP 0(0s0TDP.PSI PROCTOR)T208R)D DAYS.E RFLFY0A0STHN GI S: NOT ALLOWED uND E R SLAB I N THE: 97CONCRETE x. MIX. 3. SOIL BEARING VALUE 1500 SF 54.. LAP P coNT 1N uo u 5SHALL B A R 5 CONFORM F300R MBAR TO DIAMETERS A 6.15,W WHERE E60i 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, U . . - :.: '. . . _ _ . i I •„_, :-. ,..1 ...j ii ,=-1 11-1 .I : \ 1. PLACE 4" GRAVEL UNDER GARAGE SLAB (OPTIONAL). ENQLEUSIRSEDoTHPREORVIAEE CORNER BARS AT CORNERS ' LL U 1. -1 - :;-7,Z.--' ;'-if FOOTINGS (BOTTOM AND SIDES) 3" CLEAR ' (1) A 0 < 11 iiiiiiillei P.T. 2x PLATE W/8"x3/4" DIA. 1 I I 1 PIERS OR COLUMNS BELOW GRADE 3" CLEAR •;'. i- • - '.,,. ' E se I .- 1 '..‘ BOLT AND STEEL WASHER o 32"o.c. OR EVERY PIER, TYP. I1111111111i 1 'VIM( . FLOOR FRAMING, SEE '.7<TiV:: _' ',:r1-, --,<-_,1 . , . .2--"111 ,r . til:n7: '',E.,:n fEE'EEEE; '',/c/ ' — 11/424X?9 PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT 10 BE 6 X 6 10/10 WWF PER CUBIC YARD. o f-. ..,.-i 8 BOND BEAM E ' . • ;d: 2: ARCH. PLANS. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT •1: 0 6 c j _ •L..... ) Ii11111111 __.,..,,, „,.„,_.,„r„,_____ .,, ___ W/2#5 CONT. . .... EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPUANCE WITH APPLICABLE BUILDING Z ( 11111111\I 1 !'f=.;c:' :7.: E3,-7,Dii',, izzi,!`l C!„()T1-1 IN PI..,1o1.2- CODES AND ASTM C-1116, TYPE III. ... a_ . MI 4 Cti....•__0_tiPtra ,--i .... = MI I u-- IT."t14.5.4eV 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. IIII: \ liomg . 0,00,0 tt.* , -"' 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE FOUNDATION PLAN FOR - < s! 4 8 • = 1 I . .4 . ...I . 0 1.,.. C = -- '' ',.'i, ELEVATION OF TOP OF FOOTINGS. . .... 1 E I • g .. E 10. STEP FOOTINGS BELOW THE PLUMBING UNES. COORDINATE UNE DEPTH AND LOCATION WITH THE ', ... 1 E I - I . 1 g A., — a c? . =4 . = E. •.: . - 4= PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. Z : .4 A .. . ...1"= o , r---, -, ._ •,-- , ,--- - , =-_- -- -:-. _- - ., I—: Mt IMI .. • X NM . INN '-='_.%,; ?:1'::' .',',1':, ;-Z::H'___' ":1.::,": ---,:;•=j;::`]';'," :'•'-'. ,::,;='4 -,:-. ,4:7, a;.=,=,Ij' =-_- .i:;;: :,) I MS 0 NM 44 - 0= MB • • 4 •• ow ,:• .„:.,..1,,,,. :1n,--? ::•7-,,1 ..:,, . 13.4..:s;:0 ct:32:0 < = . -- - = I . . . 4 ,,, = A c:;--,.1j--TI: 3,:,!_:::fli;i,:,-, j::, ='',.-'; N:: :'::: :'L'`:':''fe- ;-V:..--::,; :::;;:';' Of ' = 4 gow < rW711W115. '` - ,. - '•2'.;••,...1.='1'1=:''-='. :,=;4:2? '1',--,-=:5L:' ;•f.;'•._:--•1:---:•:••:1-2:t tr.: 3 S Li Z':I-i: l';:::: -&:',.,' Vif 7,;;;,:;,":,',.:! 1::"*.- 7:: U,;V:KI :',=';2:',=r ',7'i n1 ;',! :'',::: :'':!!:1-.4 L-','-' =:X:'-:1':- -:=';'=','Ii ''"3 " - . - < Z :I pyi 7, fMnis- -' ,t_. INID . \si 2 4 cv . 5 ,N = 4 • ___Mt. • iMN .... I • •,,. ,1- = ,,--,:,:,,,,,_ r:iir ord1::, ,:-..,:l -,.:_-, .:::,:-, --_-.;_:--_]: those:. :;;;;;_-::.-- ,'-,::, ,-,:;t.',..;:ris .;-.i -:::;.,.,3:f:,:l.; ;; 2 ;.;;1.0 :-:,,*:: .-J:.,,,,,:-.., :,;:::-:,', ,-.7.-i_.:9my,-,--y,::, Se,e, C-3) ;."--Mill 'I - ',:=:.-: -,77.7,0 --.-_..,-- -:,-r: -. :,],:;-,- i,-.,x 1,-- !;-!;---, -. '-:T,,- v-:,;' =;:?,:i -',:,, 'i..,, -. --;.:.,-,:v.tnE. -3,.. .. i.-.„ *, IN° 4 —i■ Garage b 7 . .,.. OM " = ' Mit I , .4 .... • E 11 b 16"x16"x8" CMU FILLED • ?2,.',-': !..:. ,.,_, , -'"..,', --, -,:r'f' ' -=',:=:- :::::.".:',-.:,':',7:., -::::1=,:-.: :.`,!.-,2 :::-=.', , ' ' = :-:: 7-n i.. -.'" ,.„..t 3:7..„,-2,2.- -.-____-- 1 ''' .. = AN .., . = .... - . . - . SOLID W/3,000 psi CONC. (-2iFff: :;.:'..:1'1,-7.=-C.:13.'3- '3:f-;:-. '',?•`Y32;3 '.:; i3'.3:.:.t: fi3=7.73-3331-z:,3:ji; 243333'-:,3333,s: ' P CI : am 4 • mo -_ , • __. 7 ... . . .. 42.1 W/4 #5 VERT. REBAR, TYP. -';;-:•,-t --.;'.c,-,...f-_,p,z- z..:,:i .c,-,,, ,,-:„ ..,:f33-:,siAril: r,s4s ;_:6,473-33- ;3373 - IV f) ■ 3:-1 f. I m b. c' = - . .. :=--,:t:::::,-,-,,,i -• ?--,-.-,3_,c,..v.,11_,t0.0 ._,i2„_,?‘,-5_,: ::.I__„_,___,_, FIit',6ci Nt....m7-vi Wihsvo, A,i=v4=7> 1 2-, - - -- --...- _ _ _ •''i = E ..I a Lim"' : • . El f;E:Sn'Y'.1._!, -.: ;) 1A)11(?) II 0 — -el a 4 12 ' ." D-:7,` ....„„„__,_„,,10,.ca._________,,. ,,,____„,,_,.,,_ „,„„of;:-.,3,,,Ii3,33•A ilo'-33',3:1?-3,'-‘33-31 .-citii-,2Fr=33.112-1y i--',.ns::=-:t2, ' . • = I :'•1 g 1 , .. . .. • i 16"x16"xir CMU FILLED ...: = t!'33c3;3•Ifv,•1 3t3H331!;,:73 EEEF:E1;E!1!E!!'nE'"ElE,ME33;13]gY,I 1.E.M . • i IMM I " ..N 4" THK. 3,000 psi CONC. DBL. LAYER ,--) ',..,.4 4,_..-. 6.e. ate-real:4 .•., = • .44 .. -... SOUD W/3,000 psi CONC. mu .1 21 • • • ... W/4 #5 VERT. REBAR, TYP. . W/6x6xW1.4xW1.4 WWF W/6x6xW1.4xW1.4 VW I mu 4 . —'---- all . , •. 4= GARAGE FINISH FLOOR It • re- c, M1D-DEPTH 0 PERIMETER 0‘.,4 I.a 0..51 0 el,e.. --.-CD J-- 0.1?A v4. 1?')FE° eiter 3 lay ..1 MI . WM IMMI 4 1 I - DBL LAYER SEE SITE PLAN .4. . .4 . ..... = .. . . 4 ,... . \ • ‘" k 4 v ep X . 4 X X ...r • . = • . X. . : X. • . Xi° .. X . 4 X X .* • x 4" 3,000 PSI CONC. SLAB .•.ix -v - . .•:?, ,. i, ,..=. E 4 - W/6x6xW1.4xW1.4 WWF • .4 • I= . , ' .as _101.1 4 . 4 ' t Fla-".. • iiiii #4 CONT. LAP 25" & W/6x6 1.4x1.4 WWF. OR •:\ . ,..4- -- ; •1 0 PERIMETER '/•\.7 .77.,„„/„>\\ . . .. . NT,„.„7„. ,:.,; J . . _ ,...,,,,_,, ...„ ..., \ \ _s BEND 25" @ CORNERS \ FIBERMESH 6 MIL 1111111111 c \/\, .... • ii = 1*-1" GARAGE FINISH FLOOR il • ,."-,-;./ \,,/ VAPOR BARRIER t.:: pal CONC. \. 5#5 EA. WAY REBAR/\ ..... • 4 . I•04 =_:. • : . .17•1 / // 6 MIL VAPOR \ SEE SITE PLAN , II .--,--.4---- • . „, IL" GARAGE FINISH FLOOR E millallEll. \ . / \: . . pm F11:-.1:FL EL E SITE PLAN 1.91 1:1_- ',, .L.= ; \y\y\\ \N \'‘ \*- \‘ \\•\\ \>'• 'VA : • .. 1 ,\\,\\,,N\ \\,\ , vs • 4 - V: 5#5 EA. WAY REBARA /\/\%./\„m ' - x W/6x6xW1.4xW1.4 WWF x - , / / • ,, , ,.....> , X ,.....\ / x 0 MID-DEP.TH x / 6 MIL VAPOR \; 0 PIER FTG. ‘/\>.`\\s\ , • • ,,, . 4 - • • • ," \/ / ,://:\ ,,,/.\,,,,..\\,.. 4. ..4 4. is . 4 ... a. - , \/ ‘ \; • . .. . - I 0' ‘. . 4• •. ,,,, d . . . a . , .. fe) \ /.. • ' . ‹. 4 I . • /\ \./ \ V / 4 / ,,,/ \4,,, -•-• x 7\ / ,4= y ‘,/ • • • ,'.- . ../ „4.1 y / . • , ‘7/ / ,.\.; :-6. •).(' :....<'0 \./.7.7...' 1'...7.4 4. /2 \\\\/\\. BARRIER COMPACTED OR UNDISTURBED SOIL FREE FIN. GRADE • .X-. .4 xx. • x x . x x ', X • ' x -44 ' • 's - ' ., - . ...a:4 , ' .//'//'//'//•//"//'//,' // •//\/ .1 .. • .• . . •,' • '. .4 < — . 4 \\/\ /'/ 4 , / ' . ' A COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. . ,i trait , :I :•.. UTILITIES PROTECTS MITER 1„ .',_.• 1-800-282-741 t !,:i • ^ \1■:\ " /\'' BARRIER \ Nc• 1--. •—zt.' -v-- OF ORGANICS MIN. LOAD BRG. CAPACITY . • 4.4 .. ' \ \ \ /`A . ; 1' \ \ . > / v,ISTeZ1 r1 0 PIER FTG.'„, ,. '„, K/s, . • *./ . • OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. \ 4,4 • / ',.: ''<c• --: . , : 4\ , :1, \/,. /\c„\\\\:\ •4• • 4. .'. 41 ‘. . 4. 1 .. • .4 •• . ‘1\ / / // / • VAPOR BARRIER _ 504,,,:o A. - r .'' , ::.' / 4 . a 4 28372 , :I -• • X./\ /\ \'' • ‘, , 4. • • • /\-$1,4 / -/z/,,,-,,,,,/\<<„ ,,,,,,;( # • \/ / ," / CONT. * PROfT_SSIONAL ''''k ', #3 0 18"o.c. < ; . / ,I . 4.4. . ,/ 1 \ \_.,.//... .. <,' REBAR IN FOOTING 1 • •<o•'/\ . .. 'i .• .I4 :4 i ; - .• • 4 1, ^,.. \ / / COMPACTED OR UNDISTURBED SOIL FREE .---. \ 4 ./\ • °• - OF ORGANICS MIN. LOAD BRG. CAPACITY fifilL eA .c.,°•-• 44 46'114 \el \ - • . . :.' .›. >4 X \ ' OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. • • 'Pk A. 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THE Uli$E OF THIS PLAN SY ANYONE OTHER 14-IAN AN AGENT OF "AMERICA'S HOME _-_, (---.,1 PLACE, INC," IS IN VIOLATION! OF THE FEDERAL COPYRIGHT VIOLATION ACT. .,--. . ..,,,-1,-, , _ .., 4-.,rj. -.0 It-T.:,--- -- ' *100 REWARD FOR RECOVERING AN ACTUAL COPYRIGHT INFRINGEMENT, 1.,,,=0,- u - .-------, 12 - ,q---y\ r\N--,,-- o .., ,:.-„, ------,-,c--7,,C=X:1-5.,g ti--,'_--'1 Isi-' I-V--\-- - M ,------- ' -'- -,--,t,,:°, z11-t,„--- -v-VA',------s. 5 I:277P t tt-,-- _;:,,\;',A,1 - - < --- - ° -,-, - i-E --f--:-. 0 fit 0 to I- ROOFING AS sPECIFI li--ED 0 f- 3 in ei) 1 1. , I'-4" 4 Nt A (y. tu x 4 = a ,..... NEN- num NE NEN NE # NE it ENE 11 ,,: . css 0 NEE , ____ 11 EN NEN EN 1 E ENE . MIN. 101 CEILING HEIGHT • MN INN NM NEN 1111 RIM • MIN il 1/16" 0,6,E3, AND 1-10USE WRAP REM, 1 d III. - MEM III IMM : III , = z cp MINI liMiiiMMEMEMIIIMIIIIMIIII MEI III _ all I t III 1_11111111 III III III III . 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RIG44TS RESERVED NOTE: VIOLATORS OF 144E COPYRIGHT WILL BE PROSCUTED TO THE FULLEST EXTENT OF THE LAW TO REPORT COPYRIGHT VIOLATIONS CALL Ct1O/532-112S THE USE OF THIS PLAN BY ANYONE OTHER THAN AN AGENT OF "AMERICA'S HOME PLACE, INC." IS iN VIOLATION OF THE FEDERAL COPYRIGHT VIOLATION ACT. COO REWARD FOR RECOVERING AN ACTUAL COPYRIGHT INFRINGEMENT, K , Al . A t, I _iz 16 = sig.) 3 0 Z =" '-1 14'-0" 14'-O" 14'-O" 10'-1O" 0' x d ui 4 0 •-- ----+ •---- ---• •---- ----• •---- ---• •---- ---• •----------• O ' DOUBLE 16" LVL RiM 131:AM i ' i CNIS �A = I i T i m o t4 ' c d) I r a - - E 4" THK. 3,000 PSi GONG. W/ et 9 0 `� 6 (6 W1.4xW1.4 WWF ON 6 MIL. } Si n N W . > +- VAPOR BARRIER OVER TERMITE _ (1 Z - d = TREATED COMPACTED FILL i4 d' NOTES: a Z � m 3 ill m FOOTING REF:3AR REQ'D. Q •. al p GRAVEL REQ'D UNDER GAR. SLAB u- —t A 10'-10" 14'-0" 14'-O" 14'-O" 10'-1O" - ss--- r---.. POLY REQ'D IN CRAWL ff k) •---------- •---= --- •--■— ----+ •----------• •---- ----• POLY REQ'D UNDER GAR. SLAB • • •1 •/ I I Z I I i (3 COPYRIGI-IT - ALL RIGHTS RESERVED ,,,,A •zi,--;7,;,. ,-,,,,M.• ,..dt:-.,•,,h410pYnC31it bV.112 NOTE: VIOLATORS OF THE COPYRIGHT WILL lee PROSCUTED e:7b-lk-Z7g,c!Li3S3 Q7,,,ritgicz\-;47_37 TO THE FULLEST EXTENT OF THE LAW EMERGENCY ESCAPE AND RESCUE OPENINGS . TO REPORT COPYRIGHT VIOLATIONS CALL (110.1532-112S ENTERIOR SHEAR WALI 8 ,:., f,1,.....,),=,:-..---,',....EJV:t1.-71--:,:1-....7; ' IRC SECT. 310 - TI4E USE OF T1418 PLAN 15Y ANYONE OTHER THAN AN AGENT OF "AMERICA'S HOME SOY% 15-50 SECT. 305.4.3. INTERIOR LOA BEARING WALLS ALL EMERGENCY ESCAPE AND RESRUE OPENINGS PLACE, INC." IS IN VIOLATION OF THE FEDERAL COPYRIGHT VIOLATION ACT. IRC SECT. ROM INTERIOR LOAD SNAIL NAVE A MINIMUM NET CLEAR OPENING OF III00 REWARD FOR RECOVERING AN ACTUAL COPYRIGHT INFRINGEMENT. %I/Wiens aod doors OA noi DEARING WALLS SHALL BE CONSTRUCTED .,--,'1,,-;,--, , ,_.,,,,'1 ="1 n4 ,="v,, ,,--,; 4':v4/1.4--,, :1275,i,..n.; ,,,..Alw 1:4',-41-si.-4-&k-)43.ittni,,,‘4,,,q--;..,.„,:a 5.7 Se.FT.EXCEPT GRADE FLOOR OPENINGS SHALL, Ail insulations must - 6 be inotallod near cornera within FRAMED AND FIREDLOCKED AS SPECIFIED S-08 0-134 ow A MINIMUM tIET CLEAR orT4TIG OF 5 Sq.FT, ccImply with The =.;eorgia fa 2V inehez for 8 feet wall holght FOR EXTERIOR WALLS. A Stet& Energy Code driveway opoilin g';:i•vgfA to 1... ovia 36 WOOS for 10 feet wall height. corinc;cts a residentiall-Cia ---242,42___Edition ..... CO and State og Georgia W W 0 `1.)onal &Lida at each end. a public strars.l',.eirli;..,-!,,,::.:iFfi-:: Amenirnentz -4 Z cireaW lir-1111M.MPW;7,!:'';tn'''. , 651-0" - ,'si h ,Lit-- ''-'---- -- - a. t:r5a--‘:.-.2 ',';.:z.";.- :---,:si ,„.-irzc.--_1,„ i•-• Z og il_51: 5,41 NOTES X s=1 Itis 2s-4" t-914" ;41.; " -11-51, " l2'-211 l'-t' 10I-5" GENERAL : ,_,c-----:H,,-------:---.,-,;:--=--.,- ,-.z'::-:;:--,:---.::- .':,i'ri,7 -----------,'--‘ cp "4 4111------- - ' 2 -I- T )+4 1-11P GIRDER TO LINE UP EU/ POSTST s. MIN. 101-0 CEILING WEIGHT ON FIRST FLOOR ( -- ,.---, ;-„,_, , :'-- f.,,,.: ,;-. i ,--- - ,, , ,_ , /i,--------- \ e-o' si- 14 ste I If e..0„ al tll ...... . _..., ON FOUNDATION PLAN ■ 2X6 E><TER1OR WALLS - - - /7 3060 64\ •60 614 2860 614 3060 614 k 3060 614 3060 614 21340 61-1 3060 81-1 el 31-0" x 6.1-O" 3' •" x 61-0" 21-8 x 61-0" 3,..ou x eta..ouN,. I 31-0" x 61-0" 3,..ou x 61.0" 21-8" x 41-0" 31-0" x 6'-0" ALL LOA IBRNG UJALLS 4 EXT, OPNGS TO -., -,---]!: ,,,,,:-..-,,, :-;:::--;-,_::-.::' :-::',-If i-.:,.:, ;: .,,,, ::::::-.,-_, - . v 4 III 2 )::;:::, .. .,:, _ , ,2.,,,,,, ,.e tne OA;,,,,C„,,zza X & & A i 111.1.1 , t......k t 4 -; t A i 7......., PAVE (2) 2x10 1-EADERs UNLESS OTHERWISE a = . 101-01.t" 1 101-641 I NOTED OS i--' I ir-s4" , l'-ale a"■,,. j 15'-iol,t" 1---J • 0 ---9 ( _ livir; I -me," O.S.B. AND WOUSELURAP REQUIRED 7 ' 1 'y . pr , , K, ,. 36" VAN. CA "0 " I 0_-I I 1E3fRli 2 No, 6.-Iii. " 1- -Mit 3-..T1 (3 .4. 1 ‘0 CLOSET SHELF HEIGHT OFF FLOOR: \to-0 R › 0,,,,, KIEBIDRM 3 I ca 7 I-I x il- -c.1 0 i SINGLE-65" 2 b ,-- 0 _ a , 2'....e, ,........-.L.,.:-., at 1 -0 -I 0- NrAill I fi,1 ' 4 DOUBLE-42" 4 Se = :- co -t- 7.1t, i 0 ilika! sil 1 1 , ‘ 1 7 17 1 111/111 ,_.7....--....-.. 0-I VI .-.T b ALL INTERIOR DOORS ARE EITHER CENTERED ON .-_ = = _. i , - in _....4 t" I A) WALLS OR R.O. STARTED A MINIMUM OF 4" FROM 4s-2 " 3...611 - 4'43" 51111 /C * II II _ lq ADJOINING WALL UNLESS OTHERWISE DIMENSIONEE:> - . 7 DRY. , -1 ki.... 51-14.4." Z -fs -n- • rir --iil Wv 1 , I:_i -9 Y to sTAtstr),ARo FIRST FLOOR WINDOW HEADERS TO 4. -01 :§ Y ,,-- V . 4'-0" 1 -a ---« SE FRAMED DOWN 31-2" FROM T.O.P. EXCEPT j CI - in ; . 7 -1- . 7 at = = 4 r- 13 AS NOTED 0_. 03 11) 0 3,..011 SH-RD SH-FRD _c 1 1 --. ' -I 0 .I-. PO9KF 3.-011 -to 4:AD i IOW 411110 AIM Ma 6-0 ..r. I CONCRETE LANDING REQUIRED AT THE ft gob =9 MeTR er., ' 51-414" 1.1 V 6 = GREAT RM PLIRNAC I • TIC 1 :L 0 1 ON 4xel PLATFORM I.. A Z k) -- t, ,e- i I 4" •1 IJ *t"1; 2s0"I -711 9 1 -4) tf) '6 e3OTTOM OF PORCH, DECK, OR STOOP 0 --r, `:' <0-4 F-2_x 9 ] (1. 3 _ 41 I I 0- 0 cy. _-., 0 t--:- ,.....4 a.ft " 111.1-17. 1N ATTIC 1 7. -..._ en x 0 -.1 _ STAIRS 0 _ R 0 -0 IA -*I 11) 4' .--0 1 co (Ls II 74. I km 3'-ili 1 1 ‘4 I Ss-2" -CN4 5'-o" ? ° 2 ,,, _t 2 4in el . 1._ ILI ---01 440SE eiees TO E3E LOCATED AT A LATER DATE U. 'to - 7 cn g 0 Q r 21-0" 41 Ji I I 4--. ? 11), .1:1,. 14, '-ii; " LI. - -- - - - Z i , - = r- ------1 I d ti. ir - 64 ri ill 1 u g- " 41-0" 6 - 1 -i--;,- cil 1 Iti SEWE- _ . Aiiiikilli1060, L. NUMBER OF STAIR TREADS 4 RISERS MAY VARY AS a T in I 79 A RESULT OF LOCAL BUILDING CODES, STANDARDS ---1 3 0.t 7.:7-777.ii -9 x . AND FINAL GRADE e'l In . - 1.-0" TRANSOM . , -3 AKITCHEN i 7 t..:_ IP 9 i:* _a.. c ,,,II J 51•4 4 91 IS 0 =CN1 0 ■ tD ID i- 4* v r '41 t, g 01 ft 7 - c.4 - • H 4-1" 41 "L 4-6 14 -61 411:6 ill II ESTIMATING NOTES: 0 2 0 .. . _ &t -it Zgr_ I . = . 0 * 0 ma --E I 3,..011 . 'I Cl_ 2s-3" al - St 4 "Li co 14 _ 9 .-...', -0, 1 SITTING = _r-(;) -= = I - - 4 - 9 -9 -'4. ..;'. I 46. 4, ,...? 9 II-on -ANSOM•::. 1- 19 . -el 51-04" 31-544" : - _ 5 514 14.5 LIN. FT. a i .. 9. 1(1 F : - _ i 15,?o I 1 1 _ l'i• * ,.. 1 liter el-6" - 5. b - u # , f1.4-RI" 13 I_IN. FT. li-,14 U: 11;11-,13: CO in 40 te•tO di - - ' - 10i-10 " 151-104" I II..141 1117 I 1 -4)--1 19 _ 1 1/40 -9 : II/ I t - 11 'N II I II I 1431-114" - • 19 =9 - 71- g lii g 24-4 / 71- :: , _ , • - WINDOWS TO 5E SUPPLIED 5Y 1-10MEOWNER St-1 S-1-3 r; _ 1 TR BEARIN /02.),FTUL tLITEm 4 i 4....i. is i . . as w it-- . L. Z. A...4 PLUMBING FAUCETS AND FIX11.1RES SY OWNER 0 '.1 „..3„,-;"Ly6-0 3-0" x 61-0 3-0" x 61-0 3-0" x St-0 6-0 3-0" x 61-0 3-08 x 6-0 3-0 x 6 • .3-0 x 6-0 ..... 1 LIGHT FIXTURES EY OWNER g g 614 3060 61-1 3060 SH 3060 e4-1 3060 614 3060 614 3064 •■• 30-0 614 MEM :- -" =9 = 7.. 9 t , Minn : -., 2x4 BLOCKING AT S POINTS IN Id WALL FOR 71 I u olio I u 4-0 4-0 1 5s-S1' " 1 .31-111 " 1 61.611 Si. 61-6" 41-0" 61-6" ,,...0li 3,..ou 3.40 i_ : _-.„ ' " 0 10.4 0.0 VERTICAL 1x6 T4G-T4G SUPPLIED BY OWNER tu 0, •v_.- 1-4 SI-1" 41s-11s' Ss-kon 111.11.11 : V, INTERIOR POOR s TO IE5E 6 PANEL PINE (INCLUDING 1 ...-, 00 , 1- 0 ' 4. MIMI : el-FOLD 4 POCKET) ri 400t-- iY04 7' = t b it -61 9 : SCRNO PORCH • KEENED LuALL al _ PORG4-1 FLOORING TO E3E PRIMED 1x4 TREATED TiG * 6 1: 71- : •ROUND WrAIRS - IX4 tie - 9 IX& FINE 5AsiErwARp . =4-'2 Dm_ 12 LYL 1x4 PINE DOOR AND WINDOW CASING Z _ - PORCH SEAM DIBL 1211 LvL PORCH az AM _ - . WOOD FLOORING MATERIALS AND LAeoR TO SE w w ....1 - . . , . , : : , : : „ : , , : : : : , : : : t : : „ : „ : , : : , : : : . : : t : : , : : „ : , : : : 1 : : : : : t .,„..............i....A...• • • " • • • • • • I t • 1 : : 1 . t : : : 1 . . . . . : 1 : : 1 : : 1 : : : : : t . . . . I . t : : : t . . . I : :- V; II 41-o" 4I-o" l'-6" 2'-6" 4-0" 4'-O" 41-0" 4s-0" 2s-1" 111.1.11.1 2s-1" 4'-O" 4'-O" 4s-0" 41 •" 2s-6" 1*-6" 4'-O" H4I-o" 1;, " , SUPPLIED issr OWNER CO / iiMiliiing t TILE MATERIALS AND LABOR FOR FLOORING AND a. CO 2 z 65I-o" lammi it 11 SHOWER TO BE SUPPLIED BY OWNER ....4 d) I et CABINETS AND COUNTERTOPS MATERIALS AND id r lam 30s-6" MINIMI 111111"11110 I 14'-3 " LABOR TO BE SUPPLIED EBY OWNER laAF2 FigER u AND RUN 0 0 - cAolimPpiluymtvbilinhgT1h7t1:Ittini°antlaotTaultIPIluinbliip, WILL HAvE 1 111MI- 1 111 A _ . APPLIANCES TO BE SUPPLIED Err OWNER TO #BE DETERMINED 0C?Gdeeor.24178in pmenEddrlatieomnt:nd State tO A4 Ela 5Y FINAL ill a L w-i 1 s i'(\1 T. GRADE ON . SITE ‘0 Ali Electrical installations must 31-4" 41-2" 11- ' ui cillapiv with The National Electric INK a.i.0 *a i EMI tn arid State r „I.:4k 2.41 of Georgia Amendments 0 . . II- ...."...11%.. i 0 1 1, T &ft Z 1' 11111Mil a -,0 ::(1? if wpm I - w I 7 . imelon 1 4 Ili 4._10" • t_ra ,;01 aummaim i owEsi 1---- Na lializzimai • _ --"n 1111111= I ma • = -Ali• 0 . smils14111111.1111111111141aRMEIUMIUSIIIIIII- 3_3. uil FINAL ot 0 9 nxii © OOPYRIC 1' - A!� RIG�s TS RESERVED NOTE: VIOLATORS OF THE COPYRiCsHT WILL BE PROSCUTED TO THE FULLEST EXTENT OF THE LAW l to l L tli tT I ATTIC TO REPORT COPYRIGI-IT VIOLATIONS CALL MO-632-1128 half to cco ifiio by ii- i 1 Or THE u6E OF TH16 PLAN BY ANYONE OTHER THAN AN AGENT OF "AMERICA'S HOME 2� arI C1 U g1 (8181811.1111 i O" 0,t PLACE, INC." 16 iN VIOLATION OF THE FEDERAL. COPYRIGHT VIOLATION ACT. All Installations � comply' '1iliri a '0 1i0670d a = aoca e,r,ev tom()u €tang COO REWARD FOR RECOVERING AN ACTUAL COPYRIGHT INFRINGEMENT. twit The International illie'c ical " ror labor at a unit with ARC-MU CI UIi INTERRUPTER international FUG! Gas `$ u P cht, witched light, outlet and EC 29ila4 1 EL 1 UNIT C I S, Code - dltions anti State soc ary con ato Rao r lif a 3/4"drain lino to • O N All tl11 I CIRCUITS MAT SUPPLY 12 VOLTS MOLE of Ge-e i Amendments is outside . C also voquited, 0 � taffi ,1 11 MUM OO N SWILL Z GFCI y tl 1 for Interconnected 110 van battery an ,; 1ro P A VAC NOTES: f— z in Y AiiAi'AI9 'CIRCUIT lslali t c1 in bathrooms, : +scared I1161 9nd outside each slopping rea each floor /� outdoors, and al ng Mohan 9 1 14 P 1 1 [16 °I 'I I k I° -FURN. NOT 1-0C'D ON HEATED AREA TO I5E �4 ��'B®�a� s 3-1/2 ION ERIN ANCH CIRCUIT. tO �/� AS CENTRALLY LOUD AS POSS. (N Ill 5 ` ACCORD CE WITH ALL APPLICAISLE CODES .4. A w. �� i -BUILDER 4 1-IVAC CONTRACTOR RESERVE THE ,te III {!1 „� _ _ . RIGsHT TO LOC. SUPF'L'1' VENTS OR LINES Z L, tf {1► -RETURN Al R REG'S TO BE AS CLOSE T4 Y,4G 3'f-M$OL3 1-- ��' T' 11 A (11 5-G (I) I1` i'y� 1 CM! �� .. 0 t '! ! z \ FURN. UNIT 4 GENTR,4LLY LOG'D A5 P055. ( TYPICAL 0 �� -• ......... I I -OUTS( COMPRESSOR UNiT TO E3E wet, AS '�'I --r" i , CLOSE TO INT. AIR HANDLER A5 VA RETURN AIR - CEILING '0",'""_ "r i p POSS.-OUTSIDE COMPRESSOR 20 AWAY MIN. z 1� in! � ® t t-I \ C - i 'F, - x FROM DRYER VENT '�1 . ,"! e / Rim RETURN AIR - WALL SUPPLY CEILING \ -'*1 • i ' 1 F ! a + I -L ..�. +i�� I T= stir — .1j �- x . ! '� - �. M IR SUPPLY FLOOR Z _.9 to 4 .1, „,,,, IN ATTIC .---N, is 1 \ ' , ''', '4 0 t \ I / NEAR C ' SUPPLY - WALL .j _■ ' i • �FURNACE SH-RD I d `�•._ SH-RD t I 0 e la I. I / w / FLIRNAGE "'..""e'--"--'.." .".""1"1 �. a ci ,.,,Z All Electrical insto(lotl n b \ II' ` �GEILNCs\` I ON 'f x8 PLATFORM I em (j • ' - i �5 sltl� �'SM $M wJ 1 1 i :-•"' t _ - ' 1tI State ! ` N GH / rN ATIiC / N �'4' \ 1 ~. R I .#'`� 1=GIC,4L I � •� 1 \ 1 IN ATTIC III 14 I t_I —I LU i 1 >= ^- `� J -� \ Ceiling Fan w Light �',' Z 1 4 ` + • ——— — — / t:LING 1LICsHT - 1 411 It i 41) i t --, t� �,' • „ 5H-RD r ........ SEWER 1 \ / A \ L 111111111 NMI■ ta�;1 1 - ELECTRICAL NOTES: �% 1 _�� , _ u r r Chime (`__1 o 8 ` ( \ ,, / 1 Detector - Smoke sM z ! '- �-. EEs::::c ::sP ai • ( �� � ` _ 1 F 3ath Eachaust • - l ` Dig CIRCUITS THAT SUPPLY 125V, Q (X 1 i a*T+ « ,� T i SINGLE PHASE, 15 4 20AMP RECEPTACLE Light - Ceiling Inca+�d -#- u LL 14�u I ' ! �� ; rG. - I i OUTLETS IN I"3DRMS AND SMOKE r� 000 tOdidi 1 1 - ~-- '� ~� ` '� I 1 DETECTORS SHALL BE PROTECTED BY Light - Ceiling Recessed `�� ,d.d ,,,.,' �1, `,,t�. tr1►t!fi . )1) ARC-FAULT CIRCUIT INTERRUPTER. ART. co °� r SZ�>.� d"Z �� �� �. 210-12 (1,.) 1999NEC Light - Flood U - ! wi= I (0) CONFORM ELECT. WIRING 4 Light - Flourescet�tt 2' ' 1 i ---11:-. COMPONENTS TO CURRENT 0 IA ' j NEC PROVISIONS OF i 4 2 Light - Wall tI p -- w I BRACE AND WIRE FOR FUTURE FANS ! FAMILY DWELLINGS AS REC�'D 9 °I 1 - ! GEtLIN� , GEI!_fN I Light - Walt Ext Coach `�, I' O d Ni BY CODE 9 201- pr V ' 1 FAN SAN • i t d�% ! ~ _ Misc - CATV El Misc Door Bell - . z i $@{g lilac - Phone Jack Q.... t 1 : t S t : . 1 : . t t t . : t : t : : t t : t : : t.: : t : : t : t : t : : t : : 1 : t t : : t . . t • t . 1 t t t t t : 1 f t : t t . : ! . . t'. t : f : : t : t : : f . . .. . . . t k SY kS�.':a • ii - -- I M Outlet di4 —I A i II 3 MUST M[`- s 12 Z mingin ii '- L U i�,il I I �f I a Outlet - Duplex Bottom Switched # Z tp 4 II 3 IPMIMIPIIII Section 9, %th-SenOti u r)-2-A Outlet - G�F1 GF1 r Kim 0 Tyboe Land riOvOlOplilOtri G I 1 1; Outlet - GFI Waterproof Ext. FI }- ,• 1 ! 1 E ' , o 1 1.'".I Outlet - Sngl 220 .— (-0 a Panel PANEL =r Switch $ 1P_ Switch_ 3 Way Switch - 4 Way t4 [ 1 to Ammo Uv _ v o —1 E a lo_ 4 Eill © ti"1" r . FINAL p 1-1X11 • sl1 s;>: 0 COPYRIG -4 r - ALL R1GI4TS RESERVED 1, NOTE: VIOLATORS OF THE COPYRIGHT WILL BE PROSCUTED TO THE FULLEST EXTENT OF THE LAW TO REPORT COPYRIGHT VIOLATIONS CALL CtMO1532-1128 r: THE USE OF THIS PLAN BY ANYONE OTHER THAN AN AGENT OF "AMERICA'S {-TOME PLACE, INC." IS IN VIOLATION OF THE SAL COPYRIGHT VIOLATION ACT. :100 REWARD FOR RECOVERING AN ACTUAL COPYRIGHT INFRINGEMENT. fil .,:tdA K co „...., • f®1 �� 4s1 * • l.1.! a z rr 1 ,� 1- � Z L.A r OU� OFFSET FLOOR �- ® �� CO,6 JOIST T FOR ? 1 5 C�E1�, PLUMSINCs PROP � 4 �t A Qt. , i :isle 1 i DBL. 16" LVL RING JOIST; : : ' '...r......rra - - - .r.ur.r. ...r..Lir._.i..ri.r_rr - . _..•rr.....r•r r.rrr.r rrr rr.r r rrr■ - - _ 'rrrr rrr r.rr w.r r.rrr.wr rr.rr.rrrrr.rr.r.r�rrW r..r.. X 4 lit IIII p 'If � S�iii• iu` iii CNi ..... II it. , i : . . I Clifi as 1: 0 I Ph (� 1111 € {ice L11 i_C i �II �' tO �• i .„ #,L U !! ft !i !l U ' tt u +' # �n, ` �,is ea k IE ,T IT 111 •.•w•� r .++�•.-r.•1 t i141Si I tr it li ., s jiriiiii1'i'iiL,t O M i� 1�I �.`a...r+i s..-•.•11.•.Y� wMn_Y�, r.M•y�►'�,1•10.4..•.r.• - ....4h 4.....•�MM-T.i+NF•Mw-1�.+�4ti i.M�.�.•.t 4.1.1M'. • t; • '0.�.•4.0 �"*.1•♦.�,;M 1:-�-rr r�-.-c-zs-r-=--r'=-=�_ .-z-r,•-r-�-r-,-r-i T-.-r-.,.:�-.-rT'<-,� .rr�-,-�-`-r.-,-i-rim-r-r,�, -iz-...;:,-i-,r.t-rT'rTri-z� .ri-.-i-, �r,re-i-rim-„z-i-,-ri-i-,-z-n� r> .r�liii- iii jam: s , I —] ,fr 0 ti) 4 }- al �.+- .- .-r'�- Mi.+,�F•ii` t�►w+hw:0 0.0.0o'_MrtMf�M+hM!:._0.0o` ••���i.0.0.*P:,.40 I.4�.•.t,i1MM ,ti•.4�'.Mw;:�` 'l+w�44.M.�£#+�fY.l`. "�i , �I ' ° ( Ili' _ E SEWER - Q .I• • mil, '/#w WS•1 7 .a a�' '� , • '� L •�assss#aa====asa=aaa,4.a=a 'II ♦__r_ 2x 10 FLOOR JOISTS 1611 O.C. Si m I� i U • -=aaaa=asa===sea==a=saa=' 1{ • I 1 . s Q tt .1 �t tt v tt 1. a f a FRAMING ID LENGTH WIDTH DEPTH COUNT O `+ O; ' u u- ,; u_ u- u.' u- , u.• a. u uu u. u_ //(('�� u- = =14222== aa_ ' 'Jt f 111:1� e �� ':�—�I�I� O V•�{1 i it ” 11 O �_ � � _w 4w wrwin iywwsw r.rs wr■ Fl 1-'t�� Z 10" �S 0 04 ' sss�ssasssssassssssass }� } (4) ssss SUSS sssssssssssssss - I- I .t ___♦ ♦ _-. F2 4-S " 2" 1O" 6 4 W F , ) a I =_-_====_===_=_=====_== 1 11 it ii E; 1I F3 s-sh 2 l a 6 ,,;,,;,, u;,,;u;sassaaaaaaa=aasssaasas= �. 4 i 1 d)to di to to d)♦E , 14=14= = =a=s ==s=ass=O 1 F� 14'-8 " 2" lO" 3ro saasasaaaasssasassaasas _ _. --- • --+ asi TR tar==S p }n-� 1 1=: „"I�, — -- - , z a NO1 E :• _111 i -- ——.im+www.mi.•wi.a.r.��.i�wi..ammo ram w�w.www wwww wmirmrr w�_i�.s_.ww iw.�w_wi.o�w mow wa w:w Mars MO .............i�r.ww_. �rte...iw.w�.ir.�1 w 1 _ • _- . as =s==eas ease -= ==a=a==arasa=aaa--' u.w w....w......w..... : - ..: >. -. - - .. --., - - T - i 1 .. , a _.. a s _ p 1 I 1 n.......... _+ ►' APP SINGLE FLOOR JOIST Q i a 1 , ' ---- V u R O ♦, == =4======== :a====aaia'S as==a=asas=s============aaa♦==== :#====a=====ass=======spa==--♦.==== =7=2===========================9 aaa======s=aaa==s=a=a===a==- ===aaaaaa==aq' = :'' UNDER PARALLEL WALLS a g o/ OVE .4 SHOWN f- -eras= _ _- = a:- _ » a=====a a'- rear-- a-e=ase==as a--_-= = aaa =_= os ==a': $. f- O 0 ii �1x1Z3 ft / }�T `PS � ► -_; y icltl''''t��fijjF;//�//8? 'c ” =me't /J��S/I$'fv® t =_ '1xTa fi//�l �b/T$f$`�" `�F --- clb fiP�"�bl8fii3 11' I� INSTALL 1 ROW 2X8 BRIDGING BETWEEN FLR. •• Q 'E�111 Oder---- -- Z .(S'–.Yi7�i 1f2'-.GZrsri Z L�p Aires. z 1/ 11 -) aa_r 7__ _____ __r N - Lfe_sz��� t �1' 0 JET. W! SPANS GREATER THAN 10'-0" (EQUALLY u ��' io Gs =l^i�t R �u i • ", " . SP,4CE2 FLI.tSH W/ OTTOM DF JO1STS ti assaaasssaaasasaasaaassa :.a}I+ asaasassasaaaassa48saaaasaaasa ,, - aasaaaaas ssasaaaaasaaaaaaessaasas t ri==se s==aws:==aala=as=a===aas:a at+�saaaas=aas=:48111==a=s==aw=ing * 4848===aaa=as-• ,, • -q r 10� 1- U sassaaasaa=aassssaassaas -ts aaksaaaa=ssassaas=:a=ria=s==:ass -=: sa=risssaasaesaassssaaamssasanus %48=sds ssssasaassaassaaaasaaasssas=sa ss tsssas=sasassassaassaaaaa48saaZsx ` -a' os . �?�y{V a' V �[ ,.,. F N ,.. ,- 1- r'. '. • - I •-, .. !lssltaass=aaasssaasafsss et a=aa====ssaaa===ss==aa=a=#a: " N =aas=========s=a==sea=s=as�lsa _cm rsa " ----t ;--.r�ri -� '� , , , s a ' -1414--s----s -1414= -a-a - - Q 0 • s sr�z z�rrs-r. - ----s a--alas=s--s-1414 s sa_ ---- -- .... .. _ • • 4 atssausapasaassta sas_saasssaasss====ss----- sj, - ---• -- -- - s -- i � ; a `' a , `" 1 1 , / , , , q 1 z ID I: 'X11 'R RIM JOIST DROPPED =✓" FRJT'rfOP OF FLOOR L 4 • 4 q p!♦ 0 • CI IIiU 0- 0� 11 � U L ill it d) 0 ao / w II— }— 0 01 1-- .. §. *„ it- r to dMINNIM i rt ; y 1 ..- 1{':% 4f 0 % —.1 : 1 e°+ ..4.1. r u— f--- ...i i '. > s 4' a aah. ; F I � 4 _ o L vF iX,i at a to .:..: . ' e, 4',' .: '''.a 3 PO sa.; :, ... . 0 _ CO STRUCT -� '` ►\ NEW BENC,I-IIV�ARK • GRATE I \LET NAIL IN p p TAYLOR STREET 9 OVER EXISTING / STORM PIPE ELEV 8.96 4 w � Iz TOP 5,86 NAVD 1988 $AN. ,/� �va�� 6. 6� I,E, 3,32 6' et() TOP 8.7 6.74 d.,--::-- -------- ro 6 �o EXISTING ELEV 7� + + .. 6. 6� SLOPE OpE la-- o o� �� \ o + 6 - 6 oo .et cb + /8 RB�f — -- —X . ..._ i 5 86°23-1-G3 E 239. .: 60 + w x x 6 . 0 GRATE INLET t 126. 98 ' x x x_..,.-- ." •x =x - 6q o _• TOP �'� ��• + •• � r' 5/g --r _ ,.x..., + U 15 ' +� 6 v ELEV 6.80 �. _ _ _15" PLAIT 6 _ _ _ _ 112. 02 .—. s j. — — »• / \ 6 \ — — — _ 6`� 1/ RBF IE 4.40 + � + 7 �,o —� o�° - - - - - _ 6` - + O Ic06,0 ■6 T O �„ �- 1 _ d w + n ► ' WAGE 6,� 6,98 6� IE 2.93 {15» FETAL W z +`� 20' 1`3SL j / EA MENT---- I � 0 CO } N = EXISTING .i +6• 6 +�, GRATE INLET ABANDONED i� � ' ,' ; �� , -: + o ? ! .' e� fl WATER MAIN ; i r ' l % , TOP ELEV 6.58 D o / r' .4/ i FG _ 6• , ,` ll, ,' / it/, / I AREA 1 Q 5 ( w 0 coo m RATE INLET 0 6,5 03 $F IE 2.82 (18 METAL) _ u i 11l 0 4 "� r , l 1 ri l P 1J I 1 i ' , , , G AL) tI� z ¢ N T ELEV 698 + 1. ` ll , i � / � � , ; 1 , Ic,:yT:L IE 4 , Z0 / , 6,0 m�� , 1 I —L /4.48 ' 11 C j � / TD z z �a �� / / / /�REA k11 / ó1'� r 11' 111 o c j 1 /,' ' F,i j i , 7,12. ■, ,Ifr l / l �1 / �, , ( 1' 6� ( j 11 /rl1 / i / ' ' I/ ; .; , ///ii l ' i ;' , � i / i ,' , , lCORE 9'I OTA,; I il •, 1 , 1 l / , r I. . / — ` _ � ' '�/ / `� i % % ' / //1` i ,' 1 � / // /f l . . i , OLE AT 6-y- 6�' / , , / + 1 / ' �� 7 ,� / � i ,jl / ! / � i.J, , (11 ; i , 1 , / / 1 t 6C3 TE 508 FOR 6 , ' l/ rl t / �+ ` / ! , 1 / I _ ,� � / l 1 l 1 + STOR M WATER- + �` � j i /','t '' l l l 1'�/ '�`� / ;� r' ` ' /Trfs,/ , ` ` rf ,,,: ,, ,,,` � E •le: INLET C\ L E T RC-VI LQ'�' CO 0 �. / ■ . J i l i !j !t`.Li I C°/ / it ;! I ? 1% 7 i f % /1 ' (; ,' '( 0 1 I + \ , , , / ; ,� , / / 1 ;r 1� ;' 1 ,' ; l % q ° ° DRAINAGE 6' o �Q , / / / , ; ; , 61 , ; . / , , �tTRUC�TURE + W I /Si j 1` , / l l i , l ` ' TOP " • �� �� \ / l 1 ! t ' ! 1 r � OP ELEV (� �. �� I 0 ' 0 �, / /` / / / / i ( 1� / i' / ( 1 j !' / f/ 1 i / !', , V. 2 j°'� i (NJ O A / / : - �' o IE �y i /' t , r F 2 J ,' O l 1 , I JO O r/ 1 i ; l r ,' 1 2.1 7 60 r'`� 3 % I �4th III J ! 0 �� l l r l r 1 �� i' lr r l l j _ I l� lr /\ � . � .� , / ' / l ` i ! ; , � ' ' '" 1 I` ' l '=' - 1 �• 1 ' ' ' C—((��I ...,� CORE 9" DIA, _ ° 0 0 `° // 5 V� l , / � // l / / 11 j tl 1 iJ / '1 1r0�/ t ! i 11'I.,� I j l r rl`r rr �% V O E A T - �fi• 6• 7)0/1 c> I t',j z L;)I Z ! , , l , -- - �....�. /) 1 1 , ' / r l 1 rr \9 \ ' 1 / r l , ' /r r' ( 1 nJ 0 I E � OR `� W Q v - �. / , / 1 ,1 ' 11 ,' ,/ / l ; / l r l 1' ;I` I r ; +,ib /l .. S T O M Y 'I E $ p� '..�'. ' `,� e-! r l' ; l l ' ( �/ l / ,1`r r`� rr (� r 1 r ' Q, INLET �� �J l 11 t'•V'f l 1� ��`�� "( / 1 ; / / / / l l 1 . ,, / , 1 l l 1 r 1 / 1 ' H + �� \ S/Z6 I ` 1T . :• `� //' ,r ` / / / ' 1 1 , �! '' j'� r, I , I , �, I , L I 0 �= / /, / /` , l ;f , % ' ' ' ,•_ , LJ Z-. 6�` IE 2.57 (18" PLA Q 'FI ) p + / ,r ,l ?` 1 , / / ' Z I , `f' 6 • 1 1 r' 1 / " / / i� l i�� / + dRATE/ : , $ TE INLET A / ; � Co z•+ ♦ ,, , ' O� +6. TOP EL* EV6.O9 a. �° _ + j �` rod t0 W Ow O) - H LI ` I O O 6�` '��' C3 z 0 O LL C O CCQ Q' IU E O ( NI U) 6� 6� �`� IE 2.81 ( N o z D 0 N 24" Co -FINISHED O IL (� �j O 1- w m O EXISTING- GRADE \ I / 0�" 6� �� J m f� GRADE Q, i 'VARIES " +, �j' 0 VARIES '' �" I 1-- �- v�;�1., ;;,,, V fi 6'' \ ,, � � � / - LOT I. _ t \C# ' . �� I t '�f >, - , ' V v r r r�' r� r�r�r�r s , \%„/\lf�,, fit;A,i ���r���r�����rj��r rr r 1, A k !" ELEyAnONS SHoor , 6. ON PLANS + "A" , nj� SWALE A DETAIL + . , not to scale \ STREAM BUFFER ENCROACHMENT NOTES ; CONTACT A MINIMUM OF 72 HOURS ,, 4 g� PRIOR TO DIGGING 0 GENERAL DATUM NOTE ; `�`°spimTECT7 o O �, �� 1. TOPOGRAPHIC SURVEY IS EASED FEMA MAP NOTES • ' t NEW STRUCTURES ON THIS PROJECT DO NOT , j \'�. V. ON NAVD 88 DATUM. 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA ENCROACH IN THE 25 OR 50 FOOT STREAM j �p `) O• "AE-12" ACCORDING TO F,I,R,M, COMMUNITY PANEL NUMBER BUFFER, 2. FEMA ELEVATIONS ARE EASED 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 �! ON NGVD 88 DATUM. DATUM) NOT BE ���,�`.!w°, GENERAL BUILDING INFORMATION NOTES: / _ 2, NON EXEMPT ACTIVITIES SHALL N NOTES' 3. TI 1C CONTRACTOR 3I'ALL VCRII Y 2. THIS SITE IS IN ZONE "AE-12'1 AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 50 FOOT UTILITIES PROTECTION CENTER 1, PROPOSED BUILDING FOOTPRINT •= 2,600 .9f (envelope), -AND UTILIZE CORRECTION f ACTOR THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION 1-800-282-7411 ' 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, PROPOSED SITE PLAN SET AT 12.0, (88 DATUM) STREAM BUFFER AS MEASURED PROM THE 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED `n " "`ifo "" ' PRICK TO \ND POINT OF WRESTED VEGETATION WITHOUT PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 1" = 10' DURINO CONSTRUCTION, 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO d R G 1 GEORGIA ORDINANCES, , ANY CONSTRUCTION ACTIVITIES. FIRST OBTAINING THE NECESSARY VARIANCES ��, q ��1ST 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS, F, 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF i . ' WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT BUILDING PAD NOTES • ►j,283 WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL _ _ _ _ _ _ _ TRAFFIC AND RIGHT-OF-WAY NOTES: * PROCESSSOIVAI * _ _ EASEMENT NOTES: ,`»,� �q BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 2,000 or f on OOIICMATIO rUrrooco AND l-'OR 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE GENERAL DRAINAGE NOTES; DRAINAOC OALOULATION:�. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE FNcINti� �� 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK PERSONNEL. ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 9Rk g �c, WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR RECORDING. 1, TIIC NCI%' IUILDINO WILL T?CCULT IN AN INCREACC T2uN Orr or 2, OARAOC rLOOR CLCVATIONO IIAVC I3CCN OCT 0.13 efe DUE TO INCRCACCD IMromouC AREA DURING TIIC 2C YEAR CTORM, GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR, ON T!IC3C PLANS A3 A MINIMUM rIN13I ICD FLOOR .2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. ELEVATION, ' FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 2, THE CITE WILL NEED TO BE CRADED AC C1/OWN AND AC DICTATED OF ANY WORK WITHIN RIGHT-OF-WAY. DRAWING NUMBER f3Y C)(ICTINO COND?TION3 WHICH CAN NOT DC r0(20CEN TO ALLOW D, REMOVE ALL NNUTRGTIES PLACE, NOT TO BE UTILIZED, 3, OARAOC rLOOR ELCVA9T-Ie —ARC TO 3E DO NOT ABANDON UTILITIES IN PLACE, GUTTER NOTES: 7'rfr• OXIMATEL1 4" DCLOW 1-INLJ1IC0 rLOO1RJ, SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 1, OUTTCR3 AND DOWJ3r0UT3 31/ALL DC UTILIZED TO DIRECT NEW 3, TIIC rRoro.ScD DUILDINO WILL HAVE TIIC NEC() or OUTTEN3 AND _ 4, BUILDING Fr, ELEVATIONS TO BE SET AT A IF THE CONTRACTOR KNOWS OR CAN REASONABLY DOWNOrOUTO TO DIRECT RUN Orr, CONSTRUCTION. ' • MINIMUM OF 1' ABOVE F,E,M,A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C am 3 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. .2, OUTTCR3 AND DOWHO OUTS DIIALL OE ADDED TO TIIC NORT1ICf2N OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS, IN THE PLANS, SPECIFICATIONS 012 CONSTRUCTION STAKING AND FAILS TO 1. OUTrALL r012 TIIC PROJECT WILL I3C DICTATED 13Y E)(ICTINO MOST 1.5 LINEAR PE= Or TIIC DUILDINO TO DIRECT ROOT RUN Orr REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED CONDITIONS WITHIN THE CITY or TYDEC CXIOTINO D12AINAOC TO THE NORTH, TI113 10 TO REDUCE IMrr�.OT TO OTIICR3 311OULD TIIC 5, CONTRACTOR IS TO VERIFY F.E.M.A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK — OYOTCM AND CA3CMCNTC. X TREES TO BE REMOVED. ____-_ _ _ - ____ _ AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ACTIVITY, OR CONFLICT. 3 OF 8 SHEETS • i I „,,,,,:„.„ , SITE WORK PLANS FOR Lot Number 5 ..... A ,-......k S) Taylor Street Tybee Island , Georgia _ FOR . ._: .s. Bill Robinson 20500 Cot Road # 1. 5 Florida Lutz , 33558 _ DWG0.2NO. DESCRIPTION EXISTING SITE PLAN Cl •J' - - 03 PROPOSED SITE PLAN a, :- 11.14111A ti awn .... _ 04 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I ' - r • morberS, o e . . - C5 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II & 0- 0 0 a- '1 06 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 0 a - -3 .1° . TYESee ISLAND xr 07 NOTES AND DETAILS ;_c5c ,1ST ORG/A;<<" .01_ se * % EA "..1: 08 NOTES AND DETAILS (Jo , 1 : g% PROFESS IO* `R■ A c 1 -' 4/Pir A. BOSC' SCHEDULE OF DRAWINGS 4th VICINITY MAP , BOSWELL DESIGN SERVICES, INC . 1 03 NASSAU DRIVE SAVANNAH, GEORGIA 31 41 0 ,, ,s ppnTECTi c 912 - 897 - 6932 , e LAHBOS @ BELLSOUTH. NET Sk)__ StPURE**) UTILITIES PROTECTION CENTER 1-800-282-7411 / — , 0 BENCHMARK NAIL IN P p TAYLOR/ STREET ELEV 40 ' R/W 8.96 NAVD 1988 $AN. M/H 1 66 _ b. e0 TOP ELEV 6.7 6, 6 �0 4 e.7� + + % 6 6. D(S �6 \ + _0 6- p0 1,. \ g `_'� 1l, p o O + ,0 �v 6 O + ' 61� + » +--- + 5/8 RBS ---7-4---.- -_. el 88°23 '03 "E 23 � CSR x-- — 6. . ATE INLET ,% 12 8 ' x x _" - x --._x ,.,_„x 64 5/g RBS �' -,�-- ++:1/:1: 2 TOP r P ELEV 6.80 4. .,� 15" PLASTI — — — — — — — 6 ��III IE 3.4 + — — __ __ - - - - - - - 112. 82 — — (f)> W LLI �' + + 6 W z + �. + f� IE 2.93 (15" METAL L� d + METAL) 6� GRATE I tJ) o ° o EXISTING `, LO + +6. + NLET o J ABANDONED WATER MAIN TOP ELEV 6.58 W N \ PREVIOUSLY C AREA - _ 6. REMOVED � o A 10,503 SF I „ tIa z .� N cn GRATE INLET E 2.82 (18 METAL �, z o TOP +A \ \ + STOR1V LINE METAL) ° z m LQ 'I' I � a Q Q ELEV 6.98 _A ASSUMED z J IE 4.48 AREA = Ua 0,503 SF co I }_1 6ti „_ J w \ co. 66 \ -1-\:. --- 1 I + 0 6. o �, LOT 2 En �'� C i o DRAINA{ E `° x ' STRUCTURE +6 I 0 TOP ELEV 6.42 g)) o N v ; m N ) �, O, IE 2.17 +6' o o ; N 0 j� \ W i z oz II* L;; \ yam-' m a I -CAD \ , \ 6, I.a + \ Iii 1 � ' c9, + \ o 6� 6�` 14 IE 2.57 {18" PLASTIC) o +6 / + 6 6 `60 , / j \ + GRATE INLET d z 1 + 00 + 6� bELEV 6 �- z 6� r �' 0 9 l� W O W I 6. � O = o � Ni Z Z -I ; 1- ,= / q 6. \ 6� A IE 2.61 (24" CO+ / �0 . k. NC.) .� CO W N ., /�°\ +6 0' I \ je �� ` '0 - I LO T 1 V / r46 Project lnformation; , GENERAL INFORMATION NOTES; '> / �A-6 P.I,N, : 4-0001-11-013 / CONTACT A MINIMUM Of 72 HOURS 1, EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING, + / .` Survey Information ; PROJECT ADDRESS ; 0 Taylor Street / PRIOR TO DIGGING NuTEcrr, 2, ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, �'� ,+ 1. Surveyor : Reynolds Surveying ZONING ; R-1 y�`�S c�rA 3, GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN 0 `� 2. Date of Survey : SITE SIZE ; 0,24 ACRES TOTAL SUPPLIED BY THE SURVEYOR, ,,[�..0 \ V y�l �� 3, Survey Datum NAVD 1988 ESTIMATED DISTURBED AREA 0,12 ACRES ��� o�� �. Q • ' �� SETBACKS : STREAM BUFF ENCROACHMENT NOTES UTILITIES PROTECTION CENTER NOTES: EASEMENT NOTES; FRONT = 20' SIDE = 10' 1-800-282-7415 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE SIDE = 10' t NEW STRUCTURES ON THIS PROJECT DO NOT ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED ALL. EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND REAR = 20' ENCROACH IN THE 25 OR 50 FOOT STREAM UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. EXISTING SITE PLAN RECORDING. BUFFS'R, to R G 7 ITEM EXISTING PROPOSED 1" = 1O� 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY AINTAINED. BUFFERS : N.A. 'V r is 4 I e 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL M EXISTING UTILITIES PRIOR TO COMMENCING OF C. DEVELOPER : Bill Robinson 2. NON-EXEMPT ACTIVITIES SHALL NOT BE No.28312 CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO tit• FG WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL X2'3 TRAFFIC AND RIGHT-OF-WAY NOTES: OWNER ADDRESS : 20500 Cot Road #15 PROFESS101yN BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. Lutz, Florida 33558 CONDUCTED WITHIN THE 25 O� 50 FOOT 1t- 3-0� CONTOURS 12 17 ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE STREAM BUFFER AS MEASURED FROM THE • ``NG, 6'' 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PHONE : 813-949-8002 POINT OF WRESTED VEGETATION WITHOUT 9RK,� B �`, WITH THE OWNER. ALL ITEMS NOT TO BE 'RELOCATED OR PERSONNEL, FIRST OBTAINING THE NECESSARY VARIANCES GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE DRAINAGE FEMA MAP NOTES ; 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED AND PERMITS, CONTRACTOR, FLOW �- ' — ' — ' - �—- FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, ARROWS 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA OF ANY WORK WITHIN RIGHT-OF-WAY, DRAWING NUMBER DO NOT ABANDON UTILITIES IN PLACE, "AE-12" ACCORDING TO F.LR.M, COMMUNITY PANEL NUMBER SPECIAL CONSTRUCTION NOTE; 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008, (88 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF DATUM) GUTTER NOTES: IF THE CONTRACTOR KNOWS OR CAN REASONABLY CONSTRUCTION, PARKING TPS 2. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN '1, OUTTCR3 AND DO`4`N3r'OUTO 3IIALL DC UTILIZED TO DIRECT NEW BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C N •2 12,3 0 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION G`B AN 're) &T?UZC NATURAL P�KAINAJC, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO I 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, SLAB SET AT 12.0. (88 DATUM) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED 2, OUTTCRC CIIALL BC .NCTALLCD CO THAT ALL DOWNCPOUTC TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK X TREES TO BE REMOVED. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ARC ('LAOCD ON TIE °OUT'!, GA3T AND !SCOT OIDGO or NEW REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ANY CONSTRUCTION ACTIVITIES, 3TRUOTUt;C TO DIRECT ROOT' RUN or r. OR CONFLICT, 2 OF 8 SHEETS 0 . , CONSTRUCT NEW BENCHMARK N GRATE INLET OVER EXISTING NAIL IN P/p TAYLOR STREET STORM PIPE ELEV 8.96 4 Q R/W TOP 5.86 NAVD 1988 6eti L E, 3,32± $AN 66 0 /H CO .6 6eo EXISTING TOP ELEV 6.74 7� + + •e 6e 60o SLOPE i.•- o �. o + �o o + 6 • 9/ o 0• + 5/8 RBA ---__ x 6- 0 liar + �, 39. . p • + CRATE INLET x -____ x--------- _.,, 6 a X —� -.-._ NLET 1 6. 98 x ----- - x ._x r 6- � ' 4 TOP ELEV 6.80 �'� r• + -_ 5„ PLAIT --�. .�',�"x` - -,�-- I T 'C , / K 3� 6� + L 112. 6 -- �' 6 • — _____ — --I- IE' 4.40 + � + o ......\ ado — -- -- - - -- --- .._ - - _ — _ 11 — 6� 1/2" RBF + I `�' - `� 20' BSI_ `-- -� � ► WAGE 6,� '—. + 0 EA MEN-T— 6,98 6 IE' 2.93 (15 FETAL) �, z co EXISTING FG C Lai ABANDONED 5,9. / I 6� GRATE INLET to N WATER MAIN i 1` I , �! + 6� + NET N I , , ' l I + TO CID C:1 c9 0) o / P ELEV 6.58 o CRATE `�� / % �/' //I /1/,1 % � ' % / C FG INLET % ` ,` / / / / / / I 6,5 AREA = 10 5 '� TOP /4;//7/7/1 l ,' t1, , ; ! , ' °3 �' IE °° ELEV 6.98 + d / , G 2.82 (18 N�ETAL ,IE 4.48 1 l I11://l �' % !LA ll ;l • i 6.0 z � �\ \ z � m ! � / / ,� / / ���AR A , � � 0',50l � /// l ' /I/ I O, TD oz/ / / , , ' ; A ; , ! / 1 , l li , r CO 7,12 a z j l i 1 i t t� , 1 -J/ / // / f ��� I � / / //// /� � l l 1 / - Ili' !� r' ,'� , / / i lr ;'6, ;. � i / CORE 911 DIA, ' / ; l �/ / / � �` l ! i ' � � � �, � / / + '` ' � ,` ,�� ' � � � HOLE AT 6�° LL1 ie-/ ! �' / ( �,' , „ . , / ' , r' li 6�° IE 5,08 FOR + �l i f / ! �/ 1 r r ,! I l Cn `O / ' / h,// ; ;` ' / , / , 1 / ; , / l` 1 �* + STORM W A T E'R O� + / �i / , Jo/ l -/ �ii ,, 1 /' rSli if , lia ' /, , r i INLET 6 / �� / / ' LOT 0 6- 1 r / / /l' / li ' ' •rlIll ! / i ' , / [ 2 m t� t ,� / / , , / , �� C, BRAINACE STRUCT c:/c3.URE + cS0 J , // / /1'9‘("5! / / �/ ii! �1 l //r� /' / / / % /� / ' / I. • TOP ELEV 6 42 Y O) �� i IE 17 � l //I % ill, I l /" ltll/ �% ' i`�` / !' Ili` ,` ,/ / / , ` + 61 C • ! 1 ! r I ! rl 11 s t ! l l l , (1 CAD ? ' N tS' � � � , / / / i$/,00// , % � � , , ; , c� CORE 9 DIA, \ S°A \ 1 / / / , /`' / / �' ` / �1; i mti r5,I) ! /% l ` / ). �' --HOLE 6 o AT d / m a l / ! r , ! , l / ' I / , i l 1 ," !`b / / _ IELv,�98 FOR �, , / I / / I / I 1 Ill !' �+•/ 11irI ♦ STORM AT / �` -WATER R $ '--- �i !l,� rr l ' l l ,x;11 ,1 �i� ` i r I /; I I ` INLET / 7 \ \ I xr - ,. , •� b c9, l I / / i � , / / � i , , , / , / , / ' co. / 0 / / / /„ , , , ,/ ,/ , 6, , ,, / , ,/ ` / / �' / z , ,,,, + / l , I I Lu + ( PLASTIC l / / 1 ( l 4--1 (t) 6 r �` • I + / 1 , n �'-� o N + GRATE INLET • / + oo Q d IL H 0 TOP ELEV 4, . �J E 6.09 ¢ Z to 140 LF SWALE + v �- ' aj �� 6� w o 0 o w Cl- / AT 0,11 Q (r?,)( \ 0 , ' + I �cD z o ��1 n !p Lt] C0 J flJ O 0 , m � ZOo[L o 6' \ 6 �� ' N '' IE 2 61 o � '� N n ji (� 0 EXISTI G- -FIP+(ISHED \ + 0� �/ i �� �� �� ��, '� v ^y z -� GRADE GRADE \ �y ry [ Q W m ^( CL Y O .. VARIES ..- .r VARIES .- / ,, g' �Q 1--:::” �� �� •.6\ j0 -( � cow tz PG \ °- L - �,r�l{, \ 607 l 6°` ^ ��//' ' (� 4 4 • V 4: ' vii /, 1 �� ��. I L �� i�i�i; �.������ 1. rr�r� .' 85 LP SWALE \t„,.) . , ELEVATIONS SHO , , N 66 AT 0.24% oN PLANS ` + SWALE "A" DETAIL •. t not to sale + STREAM BUFFER ENCROACHMENT NOTES CONTACT a MINIMUM OF 72 HOURS �� �� GENERAL DATUM NOTE PRIOR TO DIGGING O FEMA MAP NOTES 1, NEW STRUCTURES ON THIS PROJECT DO NOT SpRIiTECT, �o� ►� '� 6 1, TOPOGRAPHIC SURVEY IS EASED ,���� `f"p {- �0'�. +'� ON NAVD 88 DATUM, 1. THIS DEVELOPMENT IS WITHIN 1�lTNIMAL ZONING AREA ENCROACH IN THE 25 OR 50 FOOT STREAM \` �� 2. FE A ELEVATIONS ARE EASED "AE-12" ACCORDING TO F,I.R.M, COMMUNITY PANEL NUMBER BUFFER. M 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 V GENERAL BUILDING INFORMATION NOTES: ON NGVD 88 DATUM. DATUM) 2, NON-EXEMPT ACTIVITIES SHALL NOT BE ��` ' �� NOTES' . 4P. N 1, PROPOSED BUILDING FOOTPRINT RMAT INFORMATION 2,600 sr (envelope), 3. TI IC. CONTRACTOR OlTALL VERITY 2. THIS SITE IS IN ZONE "AE-1211 AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 50 FOOT UTILITIES PROTECTION CENTER �( •".ND UTILIZE CORRECTION FACTOR THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION I-800-282-741 1 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, PROPOSED SITE PLAN SET AT 12,0, (88 DATUM) STREAM BUFFER AS MEASURED FROM THE PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLANDS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 1�' _ 10' :_ �� _ _._._ , „o,,,4 ,„ 4,,,, POINT OF V1/RESTED VEGETATION WITHOUT GEORGIA ORDINANCES, l UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, DURIPaO COPdOTRUCTIOPd, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES, FIRST OBTAINING THE NECESSARY VARIANCES do Cr R 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL GiSI q 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF AND PERMITS. R WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT BUILDING PAD NOTES : QN. t WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL TRAFFIC AND RIGHT-OF-WAY NOTES; N°'283 BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 1, CUILDINO rADC HAVE DEEM ASCUMED TO DC EASEMENT NOTES: PR * 2,000 Or rot? COIICkfATIO t'Ut:rooci AND ron -' -©� GENERAL DRAINAGE NOTES: 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE F,y�� �F`� 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA / 1, THE NEW DUILDINO WILL RECULT IN AN INCREACE RUN Orr OF-- WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR PERSONNEL, ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 4, Fv GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 2, DARAOE rLOOtZ ELEVATIONO HAVE DEEP) SET RECORDING. /�, 80 =-- - -TORM, CONTRACTOR. ON TI IEOE PLANO AO A MINIMUM r1UIoJ JCD FLOOR 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. 2, THE CITE WILL NEED TO BE CRADED AC C(I0�1`N AND AC DICTATED ELEVATION, OF FROM ANY THE CI WITHIN TYBEE ISLAND PRIOR TO COMMENCEMENT 2, E)(ICTINO GOND?TIONO WHICH CAN NOT BE r0(2DCCPJ TO ALLOW 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, DO NOT ABANDON UTILITIES IN PLACE, GUTTER NOTES: 13, oARAOC r-L001? ELEVATION: ARC TO DC DRAWING NUMBER -Pei't-IvItet"Elt"-th\l'Al SPECIAL CONSTRUCTION NOTE: a THE rt:0(�OCD DUILDIPJ6 WILL HAVE THE NEED Or SUTTERO AND 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 1, OUTTERO AND DO�%'N0rOUTO OIIALL DC UTILIZED TO DIRECT NEW' 4 BUILDING F.F, ELEVATIONS TO BE SET AT A a TilEt'OUT3 TO DIRECT RUN Orr, CONSTRUCTION. - • _ - _ IF THE CONTRACTOR KNOWS OR CAN REASONABLY MINIMUM OF V ABOVE P,E,M,A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C - 3 DOW N i`ALL rot? THE PROJECT _ 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. -- = =: __ : _- - . OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 3 CONDITIONS bb'IT/IItJ THE CITY Or TYDEE CXI9TItJ0 D7ZAItJ�+OC - MOOT 1C LINEAR FEET Or TIIC DUILDINO TO DIRECT ROOF RUN Orr REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED _ _ - X TREES TO BE REMOVED. 0 IC TO 1 EDUDE imrAOT TO OT IER0 0i IOULD THE. 5. CONTRACTOR IS TO VERIFY F.E.M.A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' - ACTIVITY, OR CONFLICT. 3 OF 8 SHEETS O $OIL ERO IO LEdEND TEMPORARY SEDIMENT BARRIER Sd1-A BENOHMARK TEMPORARY HAY BALES Sd7—}ib NAIL IN P p TAYLOR/ STREET CONSTRUCTION EXIT co ELEV 8.96 4 0 R/W I ITS OF Sd1-A NAVD 1 g DISTURBANCE MULCHING �.�. c 1988 Co SAN, Dal 0 4 �/H CO* b. p TOp DISTURBED AREA STABILIZATION Ds2 • o ELEV 6.74 *ITH TEMPORARY SEEDING 0. 'b b. ' b DISTURBED, AREA STABILIZATION D83 7 �b WITH PERMANENT SEEDING N • 0 +`1. t"'"'IrC) .� _- A DISTURBED AREA STABILIZATION Ds4. 6' + '' WITH SODDING ct + ,u -----•„+'m,2 x, X x ""' _F------• .�... ..,.�, V °2 3 0 3 ;- _ ) ,� �p� CHECK DAM d—S 7 il.A -- ,r,,,� x x GRATE INLET A A A -- A -......-, `'` t''*:;'-.'-"i --- j "' � .'.Q'.'..."° . �� r' _ 64 STORM DRAINAGE OUTLET PROTECTION 0 TOP ELEV 6.80 A. .,�/ _ \ t51LA_ ` I " A A . , „ , , ,--- - . .._x ....� x IE _ — — -- — __ — _ �: - - -�• INLET I T TRAP T 3. ,! + -:�` v� NLE SED MEN $d2 v 1 `} \ I� - I C 112 to / 6�` D u _ \- — — _ — — — _ _ SEDIMENT TRAP Sd3 C...� o vil IE 4.40, \ ` Dal �^ W -}- --., _.`,- GEOTEXTILE LLI ”- Z \ 1l ` .1 CJ L — \ '�'� >---I ;– of CHANNEL STABILIZATION C�? + M E N T ^✓ \` 1 b. VEGATATION j r� 0 CD 0 / `� ROCK RIP RAP EXISTING ` ;:ek.--_____-12,01___AS.EDRAINAGE { CONCRETE ` 7 Q O 1 ABANDONED WATER MAIN ` LU Z 7 LEVEL SPREADER 1 0 U) U' CO m Du I _ LIMITS O F RETROFIT (Cl)l z ¢ N w GRATE INLET ♦ +� Dal 0 I DISTURBANCE AR. © o z �, m° I � z DUST CONTROL Du d ¢ TOP ELEV 6.98 + LOT _ Dal C d J......„ IE 4.48 10 ,.-1 AREA = 10,503 �F - Cuc \ \ \ 6 Cuc I Sd1A tii. !.C C.. 0 I \ ,„ \ + 60 Z \ + Z\D c ! + Erosion and Sediment Control Phasinc, . 0 LIMITS OF �Q , ` ` 1 Initial Phase (Phase I) ' , o DISTURBANCE 6� \ + I C,3 _ V I o + c Cc) DRAINA{ E STRUCTURE +� �, Thts hose shall include Silt fencin and construction I TOP g m P ELEV 6,4 2 exits and sediment and detention ponds to be installed D E E I N \ ,1-, �� IE 2 17 prior to any land disturbing o p 9 o� cotfvities to prevent sediment from leaving the site, w , Z z w I `z' I 1- CO a I\ \1j� S` Intermediate Phase (Phase 11)■i� I j ` \ cc;b. 1, This phase shall rnclude construction of any outlet + ` structures, retrofits, check dams, inlets - �" and em temporary n protection t p y graa8ing. Sdl-A \ b ¢ i L + Final Phase (Phase 111) c9,\ I I z ��` f / b. 1, This phase shall include outfal/ protection, any revised -' 0 1 + p p y i_ A• +\ I s inlet protection and any other permanent devices. C / O �6. U� C LIMITS OF / 4 x z ¢ i + DTSTURBA In W to ,- U SPECIAL SOIL EROSION PREVENTION NOTES tz z \ :•\ \ Du `� / I , 1 The state of Georgia re uirea that the initial soil erosion prevention m O fa Li W I CJ 9 q P z o Dal I ` / measures shall- be inspected by the designer Within 7 days after ¢ N Sd1-A �c in&tallatlon, z - n - F- De2 _ �o '� _/ � �- e , 2. Tt i8 the re onaibitaty of the contractor to notify the soil erosion o ¢ W m --I a 6' ` e,� v Q / IE ap H z ` S� prevention plan designer Within 7 days after the initial- soil- erosion _i CO ¢ `F . - /, CJ) .k. measure& are in place for inspection. }. z I 0 i ! °\ b. by 3, Soil- erosion prevention plans shag be kept current and on site or \\‘‘ \y, V bb +. readily accessible at all- times during the duration of the project until- ch 'i 'Q after final stabilization has occurred, w VI 4 � 4, Primary permittee must provide a copy of the soil erosion prevention O . I . 4 plans to each secondary permittee. Cu C ,>00/•� 5, Contractor is to keep a record of hie inspections of the soil- erosion control measures to include at least the following: / �� b. a. date and scope of the inspection + b, name of person performing inspection CONTACT A MINIMUM OF 72 HOURS 4 .,• PRIOR TO DIGGING c, major observations (including noncompliance incidents) �oTecT,iti�" L T M T TS O F Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final- DISTURBANCE tabilization has occurredLEVEL II * I CERTIFICATION 6, Sampling of the outfall is the responsibility of the primary permittee `t, ,,� -�'� '�\' +'V Sdl-A NO. 2104 and sampling requirements are to be as per the NPD S general permit, it",R`"�' ,�}. O` UTILITIES PROTECTION CENTER ISSUED 11-5-05 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES ; v + EXPIRES 11-5-11 7. Silt fencing i& to remain in place until final stabiliazation SOIL EROSION AND SEDIMENT CONT7'OI_ PLAN - PHASE I 8. Waste materials shall- not be discharged to state waters except as �4 R G 1, NEW STRUCTURES ON THIS PROJECT DO NOT l'i = 10' authorized by a section 404 permit, c) ,■s . ENCROACH IN THE 25 OR 50 FOOT STREAM RA t A 9. These ES & PC plans are In compliance with waste diaposal, sanitary 2832•N N REQUIRED SEDIMENT STORAGE CALCULATIONS sewer and septic tank regulations, BUFFER, �Fs SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE /0. Great care shall be taken to prevent oil spills and leaks. In the event q Nci ti ' SILT FENCES. that a &pill- shall occur, stop the spill- source immediately and implement .,,is,,. A. B0 2. NON–EXEMPT ACTIVITIES SHALL NOT BE REQUIRED SEDIMENT STORAGE: BMPia and clean-up for the spill. CONDUCTED WITHIN THE 25 OR 50 FOOT , STREAM BUFFER AS MEASURED FROM THE A7 ACRE X 0.12 ACRES = 8.0 C.Y. REQUIRED DRAWING NUMBER WETLANDS NOTE; ACRE SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS P THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT SILT FENCE AND DETENTION BASIN SILT STORAGE: I 1, RETROFITS PERIMETER SILT FENCE F EXPECTED CONTRACTOR HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT Ft'RST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN 440 LF SILT FENCE x 0.09 CY PER FOOT = 40 CY IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' c.4 L DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PERMITS, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TOTAL SEDIMENT STORAGE = 40 CY TO COMPENSATION FOR ANY WORK OR EXPENSE SAID RED BY HIM FOR WORK PROPER PERMIT APPLICATIONS AND APPROVAL. 40 CY (supplied) > 8 CY (required) REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' PP } t q } OR CONFLICT. ' 4 OF 8 SHEETS - _ __ _ ______ ___ __ ____ _ 0 T' '$OIL ERO,51IO L,EdE2 TD EENdHMARK TEMPORARY SEDIMENT d1 T BARRIER • _ A NAIL IN pip TAYLOR STREET E LEV 8.96 4 TEMPORARY HAY BALES Shc-Hb LIMITS OF /� Sd1-A NAVD 1988 DISTURBANCE CONSTRUCTION EXIT Co SAN. �� Cork M/H 0 6. 6 26 TOP ELEV 6.74 MULCHING Del 7, + - Co. 6 -�- 0 6 DISTURBED AREA STABILIZATION Ds2 �\. \ \ + • umnimmair �`3 �ijliTH TEMPORARY SEEDING• 6. DiSTURBE AREA STABILIZATION Ma S c�2-F �rk• : „ .....+-,•,• — - 6c + �� _ 6� + • yy1TH PERMANENT SEEDING i + U L _x 1 x -�'X' ....... �.•, S 86°231031 `---,��_ ; / % DISTURBED AREA STABILIZATION w A A " LaD-"_"..:_.rn+•--.�. X x X".�- 6. ' -- 9, •• O 6 y�+tTH SODDING D (IRATE INLET , --____ - _ _ • �� CHECK DAM d-S ii,TO ELEV 6 t. ,1 r _ 15 ' " " " X 6 .8 a .,�.� \--- _ _ ' ___N>T �� / A }--�, '_ '-- ' $ X ""�'X .--• -x �. ; r34 -�- `'""*` "---�E- --• STORM DRAINAGE OUTLET PROTECTION a I l + \ -- D$.2 ___ ::::1:: T Sd2 E 44 , �-x---• Sd3 A ,� <0 2O' BSL -12 D ATNAG� �. �+ , ��-' w EXISTING + C9 M N"T' ��� �` 6� GEOTEXTILE w '-' z_ _ _ _ _ _ _ _ _ _ _ (ABANDONED Al �- E CH EL STABILIZATION < ANN p U` rntJ Cft i I ROCK RIP-RAF' (�it..\ ) LIMITS OF `� O w TE INLET +6 LEVEL SPADER �� (� m II T ('� Q TOP ELEV 6.98 RETROFIT ( 1 Z Q N U) + n I L — •,,,r� Ds2 m O E 4.48 5 1- I ►-- o z m AREA I t o n �- z = 1 Q,5Q3 �F DUST CONTROL Du z \ \ \\ -,, + I 1 Sd1-A ___1 m I 6 + krL 0 + LIMITS OF �Q, + � 6`�+ 6`� E-s. 0 DISTURBANCE \ s. \ 1 TURBANCE + C� Erosion and Sediment Control Phasing +6 DRAINAt ��' * � \ 6 b HI I E STRUCTURE + Cc) - + 1 RE Initial Phase (Phase 11 x , o, TOP ELEV 6.4 2 W s ,�' 20\ IE 2.17 1, This phase shall include Silt fencing and construction v a O 1 exits and sediment and detention ponds to be installed o 0 N prior to any land disturbing N \ \\it mss` �� P y o/ I / activities to prevent sediment from leaving the site, W , z z w I Sd2=° � ' m ,,� Co' 0 ; Intermediate Phase (Phase 11) f ( 1, This phase shall include construction of any outlet Sd1-A •� I 6 ,. \ \ + structures, retrofits, check dame, Inlets 1 I < protection and temporary grassing. �o +\ 1 I ` /+ Final Phase (Phase ITV a . \ ' \ I I z This phase shall include outfall protection, any revised 6• 1 t� LIMITS OF �' P p r y + / inlet protection and any other permanent devices. 1 DISTURBA y P / \ o 410q, f �J i- Q z ¢ F- I:: /\\\\ f / '� SPECIAL SOIL EROSION PREVENTION NOTES z U l Ds2 ! : • Sdl-A dl-A 6'N. 1, The state of' Georgia requires that the initial boil erosion prevention LL, c„;z o O [i w / measures shall- be inspected by the designer Within T days after 2 cc < u_ 1 2 6 \Co . Gj�' Q X-4, IE installation,/ \\:\ t , a, 1 is notify ¢ w - J 1 2 t the responsibility of the contractor to the boil erosion m o fl `o prevention plan designer Within 7 days after the iitial- soil- erosion m z „ 1 1) 4) +.,\\A\ \V V ) ill • • �� measures ore in place for inspection. �- z / CIO 3, Soil- erosion prevention plans shall- be kept current and on site or 0 ,. ',, readily accessible at all- times during the duration of' the project until 0 i +;1 after final stabilization has occurred.V 11V J 4, Primary permittee must provide a copy of the soil erosion prevention 0 \\1/4.\\\ A plant to each secondary permittee. 7 , , 6 \ 1 6 5, Contractor is to keep a record of hie inspections of the soil- erosion control measures to include at least the following: , -{- a date and scope of the inspection '' - �`+ /��.c LIMITS DISTURBANCE b, name of person performing inspection CONTACT A MINIMUM OF 72 HOURS c, major observations (including noncompliance incidental PRIOR TO DIGGING ' 1)5.1' Inspection reports are to be kept current and on site or readily �°T"''' �ONS) 6 ' accessible at all times during the duration of the project until after final J�`�5 Ctnr� �'\\ +Y.` S d1_A stabilization has occurred, 6, Sampling of the outfall is the responsibility of the primary permittee 7 1, and sampling requirements are to be as per the NPDES general permit. �` STREAM BUFFER ENCROACHMENT NOTES �` UTILITIES-800-282-712ENTER 7 Silt fencing is to remain in place until final stabiliazation, SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II 8. Waste materials shall- not be discharged to state waters except as 1, E STRUCTURES ON THIS PROJECT DO NOT ,,, _ 10' LEVEL II authorized by a section 404 permit. 7,"Z-o�R -7 <(se) ENCROACH IN THE 25 OR 50 FOOT STREAM CERTIFICATION 9, These as & PC plane are In oom liance with waste disposal, sanitar y * PRocFS * BUFFER. N0. 2104 sewer and septic tank regulations, �°' I,S,SuED 11-5-05 ii• 3-09 EXPIRES` 11-5-11 10, Great care shall be taken to prevent oiL spills and leaks, In the event q�'�G i E�ti�� 2� NON-EXEMPT ACTIVITIES SHALL NOT B that a spill- shall occur, atop the spill- source immediately and implement k A. 80 CONDUCTED WITHIN THE 25 OR 50 FOOT , BMP/s and clean-up for the spill, STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: DRAWING NUMBER POINT OF BMP REMOVAL NOTE ; SPECIAL CONSTRUCTION NOTE; WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES A ND PERMITS. OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' S EMI DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED A DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK PROPEL PERMIT APPLICATIONS AND APPROVAL, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT, 5 OF 8 SHEETS 0 MOIL ERO ION LEdEND TEMPORARY SEDIMENT BARRIER Sd1/) BENCHMARK TEMPORARY HAY BALES Sd 1-Hb NAIL IN P/p TAYLOR STREET R/W ELEV 8.96 O CONSTRUCTION EXIT Co LIMITS OF o S61-A NAVD 1988 DISTURBANCE Co $AN. M/H 4ULCHING Del ti 6 �� 46 TOP ELEV 6.74 DISTURBE AREA STABILIZATION Co' p WITH TEMPORARY SEEDING D� 6 60 7-� + • + z 6� c, o� DISTURBED, REA STABILIZATION Ds3 �� \ -� CO* WITH PERANENT SEEDING N A• Co. •6 <� j •• DISTURBED AREA STABILIZATION Ds4 S d2"F (1 . „�,� o� + � `'l + WITH SODDING A `"� x (.t@. x x 61l 3 ',T,77,:‘, � Q 6. CHECK DAM A x CRATE INLET i A " — A A — A ___.. x =--=:._�.____x,.�.�X - _— 0 T IA... "'�""- " II 1 r.., 6 STORM DRAINAGE OUTLET PROTECTION a 7 ti's`' r• + ` „ ,,,,,, ..... A - .,. _ �- - wy T ELEV 6.80 e ;1�e — ' \--- — 151 PLAN ' 1 r0 sd2-F A ._... A >--t ^>--- :' ;-1'2' ---.* -.�- - - - ._._ ____ ___- — — - ,D__,/, ,-_, j 11 INLET SEDIMENT TRAP Sa tui t),,\ 6 IE 4 / + + D 84 ;r-K` r%�; — _ — — — — — — — — — — _ SEDIMENT TRAP Sd3 o o q L- '�-- + i ', • / \. GEOTEXTILE Z\ 7+ \ I 12 O' ,, \, a A-.� ' t + �► ` 2 p S E A s M DRAINAGE _,\ +`_ ��� 6. CHANNEL STABILIZATION C'� co D EXISTING \ --, \ (c) / / N T —4 -� ---11''' I vEGATAT10N + D ABANDONED L� /' F ROCK RIP-RAP (Y CO \ ‘,.\ , ,' f Lo CONCRETE Q J WATER MAIN ' -I it% r 7 LEVEL SPREADER L�/ C`� p� / ! i l '' ,1 , ` ; , LIMITS OF d = , GRATE INLET ♦ �' 6' l t! it/1,// l r' ,` ' l r' p DISTURBANCE AR. RETROFIT V 1 z 'Q N O o z m TOP ELEV 6.98 + ; % �` l l , ' % % A,/7 ;' i ' l C DUST CONTROL CD < Z IE j , / / ,/ �; , / 0 , , Du d 4.48 , � , , , ; , i �, % � , % / d / , ' / ; ; AREA% ,-1 / / / ,' / , m \ �' , 1 >5 F ; l / /, .. r l ' 1 1 / ' ' l l j , r - f / , ; / / / , , Shc-A LLI l / , ' ' l ' liI 1 , / , , l ' / \ \ / e // / ///// / / l ! / J J l / /6'. , ; l ( / / / ; , / t--� I ai . 't .-E- \ , , / 1 / ' .,' / /41 i I4t / ,` ; ` i / ' / i ` I i /l /'/ LIMITS OF Q, • I , / I ' / ! , ' C01 l / if / ' / / i ,i % ' / / / I ; / j Erosion and Sediment Control Phasing ! / ! J / 6/ I , I / i ' li f DISTURBANCE °� s. O .l ' -t.l / / / / , ' ,� / / �( l / , ; G.� Y I 6 / / /i / / l / / / t , , , l // ,I Initial Phase (Phase I) . , / / / / / / I / ,i/ / / / ,/ / / / / 1 ,1 / ,/ / /47/,, / // /' // ,/// , + ,� c� l / I/ , �I / / � � , ; l ; it / ' DRAINAdE T 6. \ �a / / / ' / //i' / ' , 1 / / I � RUCTURE +/ , / / ' / ' +, ; '` ii / . T �, Thla has@ shall include Silt fencin and construction / / / / OP ELEV 42 9 I l I / l l / r� I / !j l i l ` if l , ` ' ' "paw 6• exi s and s @dimen and de en ion onde o he ins a d i m °' N i l / i i „ ; t t t t p t t tle � �,�, �Q/; l ; / li l l l , / l l l ,' l / l` l , l ! `j l l,' , JJ r ; ' IE 2.17 prior to any land disturbing ' o , r , r / / 1 ! t i l ! / ` r / / t f l ! I l l . , ,' l i , ; i' ,' �` '1 I activities to prevent sediment from leaving the alts, w , z w \ A \N It �� /,' i 11 ( ir/ ! / I / l / l ! l // / /r '' ` ' ! i `► o o ° vUi / / �; Intermediate Phase (Phase TI) / / / / 1` I. % / l !If / / , // l / , i/ r / , ; i ,' `/i / , �f SCl2�- / 1 l , / / / / / / I ,I / / ! J / .! r1 / / ) l i i j i ! l0` ' 1 / 1' r - `\ '; i I / ' % I / ' ,I ;/ i ; ; / I / r : ,( l / % , 6't ' ;- - i e 9, This phase shall include construction of' any outlet I/ / , / ' ,! i ; , ' / / ` l if ,, / iii ; / l ,i ! \ structures, retrofits, check dams, lnl @ta - / i \ W / l ' l i , I i , % ; ! ; /' / l ,' , ' protection and temporary grassing.Sdl-A , � , i li „ / f 6 P P y9 9 OAr`/1� / / f ! / / / 1 / , , l t / / I ,! i — Q l / / l 1 �' !1 ,' ,i .' i ' ' 11 / ; ��.. + _ I ; l l ' ,/ l / l Final Phase Phase ITV a. / / r i A. z 6 / / i i , 1 / \ o ; , /` / / ` , + 1, This phase shall include outfall protection, any revised 11 , , ; , I , Q / inlet protection and any other permanent devices. / ,' i' l ' /f I I LIMITS OF Q O +i l i DISTURBA / d z Q , ; I o E-9 z I Da4 - e _ � IS) WW co - O � � I W �n Q�� SPECIAL SOIL EROSION PREVENTION NOTES : c C7 z O u H 6, ' / 7 The elate of Georgia requires that the initial soil erosion prevention z p PO LL W d1 A (}(j measures shall- be inspected by the designer within 7 days after O ft < >`i o _ �� 6 F> installation, z -_I U) -J f W vi , 1 7/ Cb \6• S \q,• De Q /4 IE 2. It is the responsibility of the contractor to notify the soil erosion O W ILI m o + \ I /, �( prevention plan designer Within 7 days after the initial- emit- erosion J ~ U Z I measures are in place for inspection. 0- / / P/ p 1- z ) I- 3. Soil- erosion prevention plans shall- be kept current and on site or-\ 6' 0) 0 N. \\A\ \/ V l .', `J O readily accessible at all- times during the duration of the project until- after final stabilization has occurred W \1/4 4, Primary permittee must provide a copy of the soil erosion prevention ö ,• plans to each secondary permittee. / j \ \\ 7 /, 5, Contractor is to keep a record of his inspections of the soil- erosion \C) 6b + control measures to include at least the following. ” a. date and scope of the inspection N'S 7c5• . b, name of person performing inspection CONTACT A MINIMUM OF 72 HOURS ' 04 major observations (including noncompliance incidents) PRIOR TO DIGGING �� Inspection reports are to be kept current and on site or readily . e,pROTCCT, c, 0 + , LIMITS OF DISTURBANCE �� '� �, � accessible at all times during the duration of the project until after final- � p o�O t stabilization has occurred,• ;v�j '�ti +�6 S 61-A 6, Sampling of the outfall- is the responsibility of the primary permittee � , ,r- �0 ( and sampling requirements are to be as per the NPDES general permit, UTILITIES PROTECTION CENTER STREAM BUFFER ENCROACHMENT NOTES ; / >k 7. Silt fencing is to remain in place until final stabiliazation. 1-800-282-7411 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE Jr 8. Waste materials shall- not be discharged to state waters except as c_o R G 1, NEW STRUCTURES ON THIS PROJECT DO NOT = authorized by a section 404 permit, q ��1STFRo i ENCROACH IN THE 25 OR 50 FOOT STREAM LEVEL II 9, These ES & PC plans are In compliance with waste disposal, sanitary !o. 2 72� BUFFER. �'E T NO.I I2�Q QN sewer and septic tank regulations, ' `DES * ISSUED 11-5-05 10. Great care shall be taken to prevent oil spills and leak& In the event q 4c10-c- �N, EXPIRES 11-5-11 that a spill- shall occur, atop the spite souse immediately and implement Rk� 80��` 2� NON-EXEMPT ACTIVITIES SHALL NOT BE sMPis and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT SCREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF W ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS RESTED VEGETATION WITHOUT BMP REMOVAL NOTE IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C..., 6 DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED � AND PE''RMITS, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK _. PROPER PERMIT APPLICATIONS AND APPROVAL. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. ' 6 OF 8 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: COASTAL PLAIN VEGETATIVE COVERS 1, NARRATIVE: THE EXISTING SITE IS VACANT WITH FEW TREES AND THE GROUND IS 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. GENERALLY FLAT WITH FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE AND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND MONTH OF TEMPORARY GRASS 1�ONTH OF WILL HAVE A PERMEABLE DRIVEWAY AND GRADING, THE TOTAL SITE IS APPROXIMATELY 0,24 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL PLANTING RATE LANTING PERMANENT GRASS RATE ACRES WITH THE NEW PROJECT BEING APPROXIMATELY 0.12 ACRES DISTURBED. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED 2. DEVELOPER / CONTRACTOR: BILL ROBINSON AT THE EXPENSE OF THE CONTRACTOR. JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 20500 COT ROAD ##15 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION 2"x4*STEEL STAKE MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) LUTZ, FLORIDA 33558 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, RA ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS FABRIC 3. 24 HOUR CONTACT: BILL ROBINSON AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE _�\ .qa:PNr MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac Ijii - JUNE HULLED 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 813-949-8002 BY THE OWNER, SEE LAND DISTURBING PLAN, =� i <,,%,, >„ ,,., 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE - -- 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER ;. ��°����%°���< CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN, V V BURIED APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON 0BERMUDA (HULLED) 10 Lbs./Ac EROSION CONTROL IN GEORGIA, �V! PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCT ON EXITS TO REMOVE MUD FROM TIRES ENTERING TANYE PAVED WIRE-eACKING AUGUST CENTIPEDE SOD 10 Lbs./Ac a 5. O N N FRAME CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBLIC HIGHWAY. mop INLET ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. YYITH GRATE COMMON BERMUDA (UNHULLED) 10 Lbs./Ac IAI FABRIC ( I SEPTEMBER- RYEGRASS 40 Lbs. Ac SEPTEMBER- OR 6, BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS °.=. =; =- / CENTIPEDE SOD 1/2 Bu. Ac 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING -= " `p' ---___ _ i__: i ` FEBRUARY FEBRUARY Bu./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY. IIIIIIIIIII =III=III=III1 ! - V INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. III-I I I-I I I-I I 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE ,t„zwk ._ ,b. p. :,--:/i � = =111=111=111 ' 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER .� -4 ; ,,p OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS .w:x: .;,w \" I r GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING -��-��. -__�GaTHER EXCESS ` y Tv 1 DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOW ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS AT CORNERS V W PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR rr � PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF / V O CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 1, FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EOU1VALENT METAL WITH A MINIMUM F PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY LENGTH OF 3 FEET. 1 F- i CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL 2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A ►M1AXIMUM OF 3 FEET APART `` < / III 0' app W PHA OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEAR NG 0 N N N AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. / % o FLOW � m Z sE N N THE APPROPRIATE PERMITS HAVE BEEN ISSUED, OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CON STRUCTION 3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, F,�A�1E *ITH 2x4 INCH WOOD STRIPS 1 °` N MAXI M _ 8. THE LOCATIONS 0 E OS N N AROUND THE CREST OF THE OVERFLOW AREA AT I UM OF 1.5 FEET ABOVE THE DROP �, `��` �'PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTE . 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY INLET CREST. J / 11D� cp CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM. 4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND,BACKFILL THE TRENCH WITH A. �/, m 0 ' -I AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 9(11/04>41 0�.0°�0 ��wt/d/ < N. m•REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE ' � •:••••••Q'°•'� Q :- • •••,•.• • • ••.• SIDE VIEW S:2 d = w NEXT STAKE. ••o �., ••'• .•• 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR o,io .•• .• .�o Z N AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT ORK THIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE 6. TH ,TOP OF THE FRAME AND FABRIC MUST RE, �yELL BELOY� THE GROUND,ELEVATION DO SLOPE t. • o • • .•.: E T `t �- FRO THE OWNER OR ENGINEER PRESENT, FRO THE pROP INLET TO KEEP RUNOFF FROM I#YPASSING 7HE INLET. IT 1,4AY BE NECES TO �� ••s�••:. '!���cA• t-1-J z ; m FROM N BOIL A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS •.000Oo° •,��• • •, o•' ?. O 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED �� �••�•' �•• • • ,��• z WITH SEDIMENT, 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE •• •`n • •.•' $ S `� • • "' / � -.. c- PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS ��- • ` �' • •� •�•' � • .. •''f Q J p` • ••• 04, • ' • ?: / / FABRIC / 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING / ��� ;;;., ,•.•o •a'.•� •.�,.! % ,.-1-4 All 4 FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF INLET ØEDIENT TRAP DETAIL � •:,r',.. `�'. .:•.-0. •: THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. �d2 -./' :° `.:; ,...• 'po•: 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS FILTER FABRICS WITH UPPORTINC FRAME ° 6~ MINIMUM •' ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS N• .s m TRENCH T CEOTExTILE UNDERLINER "••" �'!:'' o Lo 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION". N.SAR-2 (15»' "} w PERMANENT GROUND COVER HAS BEEN ESTABLISHED, COARSE AGGREGATE 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, NOTE: OVERLAP ts" AT FABRIC JOINTS LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT CO 15. ANY DISTURBED AREA LE EX OSED WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION STABILIZED WITH TEMPORARY SEEDING, CONTROL GRASSING", TE PORARY CONSTRUCTION EXIT N N.T.s. CEO) w 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA 0 0 BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING", I IAT Y SURROUNDING THE SITE ICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW 'I N AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER ,, c 17. VEGETATIVE METHODS: WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY I Q i N A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. g I 0, 0 0 GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE WI , °z w COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. C9 ¢ `18 6 17'3 1 0 AREAS REQUIRING RE-ESTABLISHMENT BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE 2009 2010 FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE NOV DEC JAN FEB MARCH APRIL 18. MULCH: INSTALLATION OF SEDIMENT CONTROLS TEMPORARY SILT FENCE DETAIL AND TREE PROTECTION BARRICADES Sd 1 -A 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 -- Sd 1 -B KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH UTILITY INSTALLATION NO/.'1 APPLldABLEi' Sd 1 - U} MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. BUILDING CONSTRUCTION THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR Z <t LIQUID MULCH BINDERS, Lf7 WO OZ CI W PERMANENT GRASSING ""' -0 DJ z O 19, SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING CuC Chi le -Urbon Land Complex). PAVING NO APPLJdABL5 CO tn dZ O OUI v N ( p Y � Qu � d 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL POST SIZE z 0 J . . < F.i.R,M, COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008, (88 FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C E(MAX) F I- �-^ J I- ►- DATUM) REMOVAL OF SEDIMENT CONTROL �' J F- m lzl -I 0 TYPE LENGTH 21. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. >' Z MINIMUM ELEVATION OF 12.0 HAS BEEN SET. (88 DATUM) SITE DATA Oak 1.5"X1.5" APPROVED FABRIC. H USE WOOD OR Steel 1.31b./ft. min. STEEL POSTS. SPECIAL NOTES: TOTAL ACREAGE 0.24 E_12" 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACREAGE-0.12 B 3'-0" Soft Wood 2" dia. or 2X2 18" 18" 16" 4" 6'-O" USE 22" D.O.T. S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1„ APPROVED FABRIC PREVENTEDED BY THE INSTALLATION OF EROSION AND USE WOOD OR SEDIMENT CO CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. " STEEL POSTS N M TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND ONLY PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT CONTACT A MINIMUM of 72 HouRs WITH LAND DISTURBING ACTIVITIES. gia\ . PRIER TO DIGGING 3. EROSION CO TROL MEASURES WILL BE MAINTAINED AT ALL J spR(AEET, e N M iM ,.� F TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT FASTENERS FOR WOOD POSTS y Fo<'t ♦ GAUGE CROWN LEGS STAPLES/POST 0 PROVIDE FOR EFFECTIVE EROSION CONTROL, b‘k ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDI ENT SOURCE. °�g`'Amon A , •'' a °ek f Wire staples 17 min. 3/4" Wide 1/2" Long 5 min. UTILITIES PROTECTION CENTER I 1-800-282-7411 4. CITY OF TYKE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO �,d� ea 'S, •ti INSPECT STORMWATER FACILITIES AT ALL TIMES. N\''" 4 o GAUGE LENGTH BUTTON NAIL/POST 5. STATE WATERS EXIST THIN 200 FEET OF THE PROPERTY IN THE 4a a HEADS �tp R C/,q �V WATER ARSH AND THE TIDAL HORSE PEN CREEK. Nails 14 min. 1" 3/4" 4 min. �� . s d/ FORM OF A SALT WA R M N °t2 z TYBE:L IsL_AND __A,.` PROFESSIONAL.6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. gFNeiHo���. �D 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS Rk 6 VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE HORSE PEN 4,,, LEVEL II DRAWING NUMBER CREEK AND ULTIMATELY THE ATLANTIC OCEAN. CERTIFICATION 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER VICINITY MAP N0. 2104 THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. ISSUED 11-5-05 c....7 EXPIRES 11-5-11 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. 7 OF 8 SHEETS . DAY INSPECTION NOTE : / WASTE MATERIALS : The • =sign professional, is to inspect the installation of the initial sediment stars• - 1. All waste materials will be collected and stored in a securely g P P lidded, metal dumpster. The dumpster WiLL meet all solid waste require '=nts and perimeter control BMP's, The design professional must be re••ined management regulations. All trash and construction debris from by the pr gory permittee to conduct a site inspection within seven (7) days • ' er the the site will be deposited in the dumpster, The dumpster will be the instatlatt• • of' the initial sediment storage requirements and perimeter ••ntrot, BMP's, emptied a minimum of once per week or more often if necessary The design r•• essional must report the results of the inspection to th- primary and trash will be hauled as required by local regulations, No 9 P P P P y construction waste will be buried on-site. permittee within -ven (7) days and the primary must correct ail deli •.nches identified in the report within wo (2) business days after receiving the repor (unless additional 2, Au personnel will be instructed on proper procedures for waste SECONDARY PERMITTEES disposal. A notice .stating these practices will be posted at the time is needed due to adverse weather). The primary permittee • •y use an alternate jobsite and the Contractor will be responsible for seeing that these design professional to duct the BMP inspection, provided t - they make a written procedures are followed, request to EPD to change rom the design professional wh• developed the plan and EPD has agreed, 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER OR WATERS OF THE STATE, DESIGN PROFESSIONAL 7 DAY IT CERTIFICATIO SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY Date of' Inspection N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. P INSPECTIONS ; w • z I certify the site was in compliance with t - S&PC Plan on the date of inspection. Primary Permittee. W NAME ; PHONE : 1. Each day when any type of construction activity hoe ce , Mark Boswell 2104 token dace at a primary permittee/s site, qualified personnel provided by the primary permittee shall COMPANY : FAX inspect ; (a) all areas at the primary permittee's site T 1 GSWC LEVEL II DESIGN PROFE ZONAL CERTIFICATION # where petroleum products are stored/ usedi or handled V ADDRESS : SIGNATURE for spills and leaks from vehicles and equipment ; (b) all locations at the primary permittae's site where ADDRESS : Inspection revealed the foil- , ing discrepancies from the : PC Plan, vehicles enter or exit the site for evidence of off-site ►-� sediment tracking ; (o) measures rainfall once each •, GSWCC LEVEL IA CERTIFICATION NO, twenty-four hour period at the site. These inspections (f) must be conducted until a Notice of Termination is submitted, LLJ . 2. Qualified personnel (provided by the primary permittee) V O shall inspect at least once every seven (7) calendar days and within 24 hours of the end of' a storm that is 0,5 inches W or greater the following : (a) disturbed areas of the primary Z Lit NAME : PHONE : permittee's construction site that have not undergone final Cr } CO _ stabilization ; (b) areas used by the primary permittee for i T N The deficiencies must be addressed immediately and a re-inspection schedule.. ark storage of materials that are eX osed to precipitation that w < C� F COMPANY : FAX shy not proceed on the site until desi design Professional Certification is obtained, P P P (f) r 0 P 9 have not undergone final stabilization and : (c) structural V) Q CD C) 0 ADDRESS : SIGNATURE control measures. Erosion and sediment control measures CO (1) indentified in the Plan applicable to the primary permittee's D Q ' _I ADDRESS : site shall be observed to ensure that they are operating Z d W N W correctly. Where discharge locations or points are accesible, j� PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control �/ Cn CO 00 m GSWCC LEVEL IA CERTIFICATION NO, measures are effective in preventing significant impacts to '--.. < _ , © 1, Petroleum Based Products - Containers for products such as fuels, Lubricants and tare receiving Water(s). For areas of a site that have undergone Z ,Q N U) will be Inspected daily for leaks and spills. This includes on-site vehicle and machinery final stabilization, the permittee must comply with Part T j z daily inspections and regular preventative maintenance of such equipment. Equipment IV D.3.013). These inspections must be conducted until a Notice W m maintenance areas will be located away from state water, natural drains and storm Water of Termination Is submitted. 1-� t- Z = drainage inlets. In addition, temporary fueling tanks shall have a secondary containment 'Q <NAME : PHONE : liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is 3, Qualified personnel (provided by the primary permittee) T rte' prohibited. Proper disposal methods will include collection in a suitable container and shall inspect at Least once per month during the term of •-1 < . COMPANY : FAX : disposal as required by local and State regulations, this permit (i.e, until a Notice of Termination is received by (1) EPD) the areas of the site that have undergone final 1-1-1 ADDRESS : SIGNATURE 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original stabilization. These areas shall be inspected for evidence containers when not in use. Excess product wilt not be discharged to the storm of, or the potential for, pollutants entering the drainage ORMWATER SAMPLING water collection system. Excess product, materials used with these products and system and the receiving water(s), Erosion and sediment ADDRESS SA`'°LE ANALYSIS product containers will be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed T )n and recommendations, to ensure that they are operating correctly, Where discharge C GSWCC LEVEL IA CERTIFICATION NO. 1, Stor ester samples are to be analyze• n locations or points are accessible, they shall be inspected O accordan. • with methodology and test 3. Concrete Truck Washing to ascertain whether erosion control measures are effective procedures -stablished by 40 CFR Po- 136 in preventing significant impacts to receiving water(s). CO nd the gulda a document titled "NP'• S a. Coordinate with site superintendent to eXcaVate a pit deep enough to contain the Wash �� Storm Water Sa .ling Guidance D• ument, down water. NAME : PHONE EPA 833-8-92-00 . b. Back equipment into pit. .2. Storm water is to b- for ephelometric turbidity •oil Cleanup and Control Practices W COMPANY : FAX c. Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. W I o units (NTU) at the outfall .cation. A discharge of 1. •cat, State and manufacturer's recommended methods i; N storm water rent pr.fro • • can areas where d, Make sure wash down water goes into and stays in the pit. for . .ill cleanup wilt be clearly posted and procedures , ADDRESS SIGNATURE best management pr• ices h• e not been properly g P y P P 3 • designed, installed -nd maintain= - shall constitute a will b= made available to site personnel, z m , 1 s° ee 9 ate viotatio•j e. Coordinate with site superintendent to fill in pit and smooth out ground < < .n 1 m ADDRESS per; for each day o which such o i 2, Mater • and equipment necessary for spill cleanup will 0, conditions tea s in the turbidity of .e discharge > o eXceedin 7 the value that was seta. :d from f. Never allow wash down to enter a storm system, be kept i the material storage areas. Typical mate als and 0 GSWCC LEVEL IA CERTIFICATION NO. 9 equipment r Judea but is not limited to, brooms, d t ens o Appendix In Permit No. GAR 100003, s NTU is Z o 4. Fertilizer / Herbicide. - These products will be applied at rates that do not exceed the mops, rags, . •ves, goggles cat litter, sand saw Suet and I ,;3 Z Li based on the disturbed acreage of 0.12 •eras , J J w m a for t project site, the surface water drain. •e manufactueea specifications or above the guidelines set forth in the crop establishment properly Labe► plastic and metal Waste contai =re, o * ao o N are ''of < 5 square miles) and receiving wale or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of h supports warm water fisheries. these materials Witt be under roof in seated containers, 3. Spill preventio practices and procedures ill be reveiwed after a spill and ••"usted as necessary to .revent future 5, Building Materials - No building materials Will be buried or disposed on-site. All such spills, materials will be disposed of in proper waste disposal procedure& 4. AU spills Wit be cle•.ed up immediat• y upon discovery. All spins will be reported •• required by •cal, State and Federal - NTION OF RECORDS regulations. APPENDIX B 5, FOR SPILLS THAT IMPA • S r ACE WATER (LEAVE A a. A cop- •f all Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), • NATIONAL RESPONSE Nephelometric Turbidity Unit (NTU) Tables b. A copy of th= rosion, Sedimentation and Pollution Control ' •n required by CENTER (NRC) WILL BE CONT• • ED WITHIN 24 HOURS AT 1-800-426-2675. this permit; . 6. FOR SPILLS OF AN UN: OWN A OUNT, THE NATIONAL Cold Water (Trout Stream) c. A design professional's - •ort of the results o e inspection conducted in CENTER (NRC) WILL BE ••NTACTED ■ ITHIN 24 HOURS AT Q accordance with Part IV .A.5. • his permit; 1-800-426-2675. CD Surface Water Drainage Area, square miles d, A copy of all monitoring information, --=uLts, and reports required by this 7. FOR IMPACTS,RE• ER GEORGIA A EPD WILL S E CONTACTED AND O SURFACE < P O Z < permit. W WITHIN 24 HOU LC) W U) � � 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 50• 0+ e. A copy of alt inspection r- -•its generated in • ordqnce with Part IV,D,4,a, 8. FOR SPILLS ESS THAN 25 GALLONS AND 0 SURFACE X I-- ., Z 0 w of' this permit; W C° -i WATER IMPA• S, THE SPILL WILL BE CLEANER UP AND LOCAL CO U) 0 0 O iL 0 1.00-10 25 50 75 150 300 500 500 500 f. A copy of all .• •tion summaries and violation summary -.arts generated AGENCIES LL BE 2 CC Z 0 Z in accordance • h Part I11.0,2. of this permit; CONTACTS` AS REQUIRED. D 0 J N Z 9. The • .ntractor shall notify the licensed profession•• who Z -1 ( J•SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 Dail ainfall information collected in accordance with Part IV,D.4,a. 1 •f this H g. l preps =d this plan if more than 1)320 gallons of petrok m Is I--• Q w (fd -i ACRES Pe • stor= • onsite (this includes capacities of equipment) or if •ny • O.H W one piece of equipment has a capacity greater than 660 _I in 25.01-50 25 25 25 50 75 100 300 500 g. •ne, The Contactor will a Spilt Prevention Containm= ••t }- • d Countermeasures Plan prepared by that /icenseed (-- 50.01-100 20 25 25 35 50 75 150 300 •rofessional, 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES ; NO. 2104 1, A minimum of one portable sanitary unit will be provided for every ten ISSUED 11-5-05 (10) workers on the site. All- sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable EXPIRES if-5-11 facility provider in complete compliance with local and .state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge in negligible, Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specially designed .plastic skid containers around the base, to prevent wastes from CONTACT A MINIMUM OF 72 HOURS contributing to storm water dischages. The location of sanitary waste units PRIOR TO DIGGING Surface Water Drainage Area, square mites must be identified on the Erosion Control Plan Grading Phase Sheet by �SpRprECrr the contractor once the locations have been determined, .vs` ��, • •MPLING FREQUENCY 3. Sanitary Sewer will be provided by Municipal Authority/Septic System at 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ the completion of this project. Stor water samples shall be taken for the following events ; *,i '-1, HAZARDOUS WASTES : �o5° 1.00-10 75 150 200 400 750 750 750 750 (a) For = •ch area of' the site that discharges to a receiving stream, th. Irst rain event that exceeds 0.5 inches and a •Ws 1. All hazardous waste materials will be disposed of' in the manner UTILITIES PROTECTIIDN CENTER for monitorin. during normal business hours. (Monday th . Friday, specified by local, state, and/or federal regulations and by the I-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8;00 AM to 5r41 • PM and Saturday 8;00 AM TO 5100 r e when manufacturer of such products. The jobsite superintendent, who SITE SIZE constructionactivit •s being conducted by the Primer Permittee) that will also be responsible for seeing that these practices are followed, occurs after all c/e. ing and grubbing operations ayes been completed will instruct site personnel in these practices, Material Saftey Data 25.01-50 50 50 100 100 200 300 750 750 in the first drainage • ea of the location select • as the sampling Sheets (MSDS s) for each substance with hazradous properties tp R G L ACRES location ; that is used on the job site will be obtained and used for the G g 4 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these ���' i FRF, ' i (b) In addition to (a) above, each are. of the site that discharges products. An MSDS will be posted in the immediate area where 0.-x i to a receiving stream, the firs ain ev• t that reaches or exceeds such product is stored and/or used and another copy of the 28372 , 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monito . g , ring normal. business hours MSDS wilt be maintained in the ESPCP file at the jobsite construction O. that occurs either 90 days after . ., first sampling event or after trailer office, Each employee who must handle a substance with it- 37() all mass grading operations hay. •e- completed in the drainage hazrdous properties will be instructed on the use of MSDS sheets A '`'/V GI EF'��� area of the location selected •- the s•• pling Location, whichever and the specific information in the applicable MSDS for the product 4 Bask`t�, come first : he/she is using, particularly regarding spill control techniques, (c) At the time of sampl' • performed pursu. to (a) and (b) above, 2. The contractor will implement the Spill Prevention Control and if BMPs are found to -e property designed, ins •ILed and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is equired. If BMPs in any are. of' the site that train all personnel in the proper cleanup and handling of spilled DRAWING NUMBER discharges to a r eiving stream are not property • =signed, installed materials. No spilled , hazardous materials or hazardoud wastes and maintained, -rrective action shall be defined an. . ptemented Will be allowed to come in contact with storm water discharges, Within 2 busi -s days, and turbidity samples shall be t• en from If such contact occurs, the storm water discharge will be discharges om that area of the site for each subseque rain continued on site until appropriate measures in compliance with event the reaches or exceeds 0,5 inches during normal bu ess state and federal regulations are taken to dispose of such C aim 8 hours tit the selected turbidity standard in attained, or until • •st- contaminated storm water. It shall be the responsibility of the star event inspections determine that B/ylPs are property desig -d, job site superintendent to property train all personnel In the use ins • :d and maintained, of the SPCC plan. 8 OF 8 SHEETS / _ Ei7:nr-c-riil pp rA, b t{,:&.1,'ii EV)) ----- re,,:ce4 SITE WORK PLANS FOR Lot Number 5 _ A Taylor Street Tybee Island , Georgia _ FOR Bill Robinson 20500 Cot Road 1115 . Lutz , Florida 33558 . . . DWG. NO. DESCRIPTION 01 COVERSHEET SITE I\ 02 EXISTING SITE PLAN -`141111‘444. October, 2009 03 PROPOSED SITE PLAN PO' ' • ' S Oaf°.1 y 61 %' sC- e on A - 3 ,s0(11 C4 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 4 . t 01 I 440 0 ° .% _ C5 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II ky 105 1 -, 0- o L 0. a 06 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 0 0 0 -1 1 TY5eM ISLAND i . 1 j).R C-s T .7 07 NOTES AND DETAILS 1 .7 ,e <3.-3) 1 ..,„... e t 4o.28372 08 NOTES AND DETAILS -1 i Tv PRonssoiiit * o- •-§' 2.42-0- 44)/r A, BOO. SCHEDULE OF DRAWINGS 4n, , VICINITY MAP BOSWELL DESIGN SERVICES, INC . 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 „TEcr„ viiich, 912 - 897 - 6932 . ■ LAHBOS @ BELLSOUTH. NET (14< krtRE/0 UTILITIES PROTECTION CENTER 1-800-282-7411 . .. . ___ 0 BENCHMARK NAIL IN P,P TAYLOR STREET ELEV 8.96 40 ' R/W ./.. NAVD 1988 SAN. ti /H 66 _ 66� et 6 ° ° TOP ELEV 8.74• 7 6 CO- tt \ \ + 6 6� + C �°• 66 + 0 + '`� °O O z 0 +\�` 5/8" RBA+` = x 6, s 8 3 ' 6. , ,�2 + �. x 03 E +6� MINIIIIIIMM GRATE INLET 126. 98 ' X X~~� ...N.M.!--- -- X ----X -___ I. TOP r' _ �- V ELEV 6.80 �' 0 - ___ 15" PLA�STIC� 5/8 RBS '- ' I E 3.4 + - - -- - __ --- 6� + c - - - _ _ _ 112 6. _, �--� IE 4.40 + �o -- - -- --- - ._._ - - ` y - �-6`� 1/2 RBF I W + \` ,/ 6°� IE 2.93 (15" METAL) } Q N A ED �* 6cP 6' �' ORATE INLET o 0 0) DI- EXISTING �� + D v7 WATER MAIN TOP ELEV 8.58 Z .< o ' W PREVIOUSLY I AREA c� �' m 10,503 sF + z = cn NT v�o v n sTORM LI(�E IE 2.82 (18 METAL N W TOP ELEV 6,98 + LOT IE 4.48 \ �� ASSUM Ep I �- Q z co n z O d AREA = 0,503E d V +6 I �--� 6•tx + 6\ + ` 1e,, 1 H + (.f) t3 + 6 J \ LOA fry tr' F--� o� LOT 2 m 4.4 11:00%. �o + 6. RAINACE STRt1CTURE + 6 o N ,e1-4. S\ TOP ELEV 6.42 1 x 4ir O, IE 2.17 6� Q N r W 0 O 0 �` u U �� w I Z ej \ ` .1\ bcb• 6' v I m a......, , + I '� g _ v> d '��, + 6' � � / O I I 1 `� IE 2.57 (18" PLASTIC) + / + 6 C�) 6 + +6. + Co' / 6 c 2 dRATE INLET Q Z ) \ + I 07 +6 U0o TOP d 6� �'� Off, ELEV 6.09 W o o _o l �- z < a al cri / O � Z 6' 6� A1/4 IE 2.61 (24" z --- Q' D 17 I (37, I \ /0 6 �Y J ~ co W N. I . i,4■6 ./ 6)NY 1;0;6 9-P 6� I I LOT 1 ,k �6. / �� 66 Project Information: GENERAL INFORMATION NOTES: � ' + } P,I,N. : 4-0001-11-013 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING, + / Survey Information : Taylor / CONTACT A MINIMUM OF 72 HOURS y PROJECT ADDRESS ; 0 Street ,• , / Q, PRIOR TO DIGGING 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. , �' `W 0 y" 1, Surveyor ; Reynolds Surveying ZONING ; R-1 `�.�S�a°TECr' cf 3, GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN j� 7 �. ,, SUPPLIED BY THE SURVEYOR, �� A � 2, Date of Survey SITE SIZE ; 0,24 ACRES TOTAL O X0.1 -�- 3, Survey Datum . NAVD 1988 ESTIMATED DISTURBED AREA ; 0,12 ACRES b NOTES: 0 ,6W{ SETBACKS : STREAM BUFF ENCROACHMENT ck EASEMENT NOTES' FRONT = 20' NOTES ' UTILITIES PROTECTION CENTER 1, CONTRACTOR 15 TO COORDINATE ALL GAS LIGHTING LEGEND SIDE = 10' 1-800-282-7411 ' ' 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE SIDE = 10' t NEW STRUCTURES ON THIS PROJECT DO NOT ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED , ` � ��� ��� ���� ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND REAR = 20' UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. RECORDING. ENCROACH IN THE 25 OR 50 FOOT STREAM x ITEM EXISTING PROPOSED BUFFERS : N.A. BUFFED. 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL �n = 101 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. 1.-.A,oRci c q EXISTING UTILITIES PRIOR TO COMMENCING OF Ik FG DEVELOPER : B1tl Robinson �1 S v CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO tie' 2, NON-EXEMPT ACTIVITIES SHALL NOT BE • j 0 o - • WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL X2'3 TRAFFIC AND RIGHT-OF-WAY NOTES: OWNER ADDRESS : 20500 Cot Road #15 BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. CONDUCTED WITHIN THE 25 OR 50 FOOT • * CONTOURS -72_ Lutz, Florida 33558 �o_ �aq 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO 8E STREAM BUFFER AS MEASURED FROM THE WITH THE OWNER, ALL. ITEMS NOT TO BE RELOCATED OR COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PHONE : 813-949-8002 POINT OF WRESTED VEGETATION WITHOUT '� G' ���`:' PERSONNEL. GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE DRAINAGE FIRST OBTAINING THE NECESSARY VARIANCES A. sov CONTRACTOR. FLOW _ _ FEMA MAP NOTES ; 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED �_ �- FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT AND PERMITS 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, ARROWS 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA OF ANY WORK WITHIN RIGHT-OF-WAY, DO NOT ABANDON UTILITIES IN PLACE, "AE-12" ACCORDING TO F,I,R.M, COMMUNITY PANEL NUMBER DRAWING NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008, (88 SPECIAL CONSTRUCTION NOTE; 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF DATUM) GUTTER NOTES; IF THE CONTRACTOR KNOWS OR CAN REASONABLY CONSTRUCTION, TPJ�" a rr f, OUTTCr23 AND DO)4'NOrOUTO 31/ALL Dg. UTILIZED TO DIRECT NEW BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' PARKING 2. THIS SITE IS IN ZONE AE-12 AND IS LOCATED WITHIN •12.30 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ' ' ' ' . "' ` - - - - ' ' - - . - ' . , IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO ,,..2 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, SLAB. SET AT 12.0, (88 DATUM) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED ..LLLL1��� "' "" TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK I X TREES TO BE REMOVED, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO AT:C PLAOCD ON THE 3OUT11, CAr5�9-7T -ti%'COT OIDCO Or tJCW REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' , ANY CONSTRUCTION ACTIVITIES. DTIRUOTURC TO D112COT ROOF TUN Orr. , OR CONFLICT, 2 OF 8 SHEETS • N CONSTRUCT NEW BENCHMARK GRATE INLET TAYLOR OVER EXISTI G NAIL IN p/p STREET STORM PIPE ELEV 8.96 • 4Q ' • TOP 5,86 NAVD 1988 �ti I. 3,32 $AN. M/H Co. Co Co. �o TOP ELEV 6.74 0' 6 �0 EXISTING Co- SLOPE �'l' \ 0 0 -� `'l 0 q Iiiiir q c +��� 5/8„ RBA+._.. -- S 8 8° �3 E • CO" + x x x—. _ ■ x —_.. c ' 239. • Q �► GRATE INLET 126. 98 x --_�-�--- x —x q o NLET ,..• + •• 5/8 - -mot--x.- ..x... q• + U TOP ELEV 15" PLAT 'C — — — �� ��6.80 Atli _ IE3.4 + — - - -- - ___ __ I 112. 62 LLI IE 4.40 \ + +`` off" L60 + ■ U o I �-- + \ i 20' 201 D ' ' WAGE 6, g IE W �. 20 �sL EA 6' 2.93 (15" FETAL) f� W m z EXISTING + PG / MEN- / , / +�b Ry + GRATE INLET Q r)(\i ul rr 5,9, I + N- a) ABANDONED � , , , i o / � ; ; ( ' ! �, ; TOP ELEV 6 � �° WATER MAIN \ / / J / / / ; / ,/ , .58 ;� do ' k l , lJ /' / J / I ' - AREA = 10,503 W( 18 GNLET +/ / '///I,ll l' //1/J % l' l / ° SF IE 2.82 .—. Q , u 1 { METAL) Un z Q N/ I I0) c) z -`� l / ! l !l t' /1 , l i r C TOP ELEV 6.98 + /1 / l l l ,l Q/ G l ' ' ' ?` /` ,IE 4.48 / / ' 1 / / ' / , / l l , , / / /i / ,/ o n o z j` i , ll ''` l /'1!!11A//1! / '� ' i ' % ' ' '' 1\ \ / 0 C,�l ' / / l ' ii5'03' % J FI . l Il d / - / I w 1 il/ / „1-/ / / i / l /l1 / l l // . / 1 / i r`' ; 1' / TTT / l ;' 1/ J ,/! i' 1 / / r i'' 1 , /' J ,r` i tt / 1 ` i 6r. t / � i / I TD � 1....1..-1 i / Il lJ, 11` 1' l' t / f t/ 1 / / / �+ ' / i / J` / 1 I /” ! /� " ' / ` I I + "" < `p� / 1 / l i i / 'l l / l 1 / i / ' /` r 1 1 / / l J i f i.+ , , l , , , ; , , ,� l ,T � , , l ; LOT 0 l / !' l` ; '' S/ / / '` / J` I O' j l l 6 +/ l 1 1 J i ' 7;G't� t / /'/ I J "/ f Co- ; l /i l /, +; , l l / /, l r„ 1 1 / l / ; /' j , i ' G I C DR / / / AI �� + l l / , l i ' , , / % / / l l l , / l i l /1 6� / i l / 1 NACRE STRUCTU + ° 'S. 1/4.---0 , JI / l / / l , , 1 ' l1l ' ll1 '' �� TO ELEV 6 RE I S / /l ; lt,S` �l /// /'/ /I1/ I' /r / 11 / / // / / J' P .42 l'ilw O, , � / i / i / l ," ,j1/ • 1 � , 1 IE 2.17 Il l / , .l / l ' + 0 : m/�4F}l l Q l 1"///////1/"/'i //1' //i'// 13�0 ©/ ftmi .�/ j ; ;' /' l l/ / , /l l / ' !/ I"/ ' 1 _ o\ 111' J , // 11 / / ,t l / / 1 / 6 O I► ` o 0 i / , % / / / i % ' j l / l + , i I CORE 9 DIA, 1•—� l ( J i i ' / ' l r / ./ r I 7 \ 11 l / / I HOLE AT Ill / `// ' I I , FOR /111 it I . /hu / // I1 / 1 /I //1 / // / / ' ' / / ; / / 0 STO M WAT►-R / J i / Jl G � l '' ,/ l ' / ' / l' l INLET ti °` I 2 »ill CAD j / r / / / ;' i ; l / , d �. �' E .57 {1 $ PLA$TIC O +co? ' i ,l '' / / / I i / i l Z W / + ) / f 0�O I I ' /J 1 I' l' l ' ,� / + RATE NL +6 it 11 ° 66 ��o ET z \\ TOP ELEV 6.0 Q illr/ I �rtri�� � 0� + 0 - I- z < 140 L[= SWALE + / �Q +6� Ln WO o o ~/ 1 AT 0,1% ii °° 1--- / �� \ \ + \ J` z 6P`N� �!� m � � pOLL D O �' u fY _ w 6� 6� S I N ,, IE 2.61 {24" CO b' z ° -' o oW 0 FINISHED rL0 o ti '6 —I F' 03 LY GRAD EXISTING- GRADE / ,, �� (:. +ro �� CY 0 I VARIES -.. VARIES G G O I l'H \V •� 6D� _ I — v \ \ 6,0 / 5,9 -� LOT \( 7 ll. , 4 \ \Si\ /i :I. t \\/\\/\\/i\\//\s - \\/\\.//,\//\\//\\/\//\ -• ELEVATIONS SHOWN ` \6 `O ON PLANS / �? * + 85 L P S\ /� AT 0,24% S}i�IALE "A" DETAIL + ` STREAM BUFFER ENCROACHMENT NOTES ; CONTACT A MINIMUM OF 72 HOURS not to score �l / �� PRIOR TO DIGGING NI 0 GENERAL DATUM NOTE FEMA MAP NOTES : 7. NEW STRUCTURES ON THIS PROJECT DO NOT ( TtCTI' 1. TOPOGRAPHIC SURVEY IS EASED ENCROACH IN THE 25 OR 50 FOOT STREAM ,� +� ON NAVD 88 DATUM. 1. THIS DEVELOPMENT IS WITHIN MINIMAL. ZONING AREA V O. "AE-12" ACCORDING TO F,I.R.M. COMMUNITY PANEL NUMBER BUFFER. }- �j r!. 2. FEMA ELEVATIONS ARE BASED 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 el ` J� ON NGVD 88 DATUM. DATUM) 2, NON-EXEMPT ACTIVITIES SHALL NOT BE ��`� �'°$U GENERAL BUILDING INFORMATION NOTES: NOTES( / ' �� 3. TI IC CONTRACTOR OI!ALL VCRIrY 2. THIS SITE IS IN ZONE "AE-12'1 AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 5J' O FOOT UTILITIES PRDTECTIDN CENTER 1, PROPOSED BUILDING FOOTPRINT = 2,600 of (envelopeJ, = - -_-' - = - =- THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION 1-800-882-741 1 PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, PROPOSED SITE PLAN SET AT 12.0, 188 DATUMI STREAM BUFFER AS MEASURED FROM THE 2. PR ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 1„ - �Oj Tn the _._._ _r ) []bT/1b T-O-.\ND POINT OF WRESTED VEGETATION WITHOUT PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, DURING CONCT2UCTIOP4, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. FIRST OBTAINING THE NECESSARY VARIANCES ("rceoRG/A GEORGIA ORDINANCES 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS, 11S, RF WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, EXISTING UTILITIES ACTIVITIES PRIOR AND COMMENCING OF `' CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT BUILDING PAD NOTES WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL 1, DUILDINO 1'AD, HAVE VC DCCN A✓UAlCD TO DC TRAFFIC AND RIGHT-OF-WAY NOTES: * PROFESS** *� EASEMENT NOTES: BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 1o`2fp D t 3,000 Or non OOIICMATIO f UnrO3CO AND x01'2 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE �GENERAL DRAINAGE NOTES: 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK DRAINAOC OALOULATZOfdrr COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA r ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 1, TIIC NCl1' DUILDIIdC WILL nECULT IN iiN I_Nclzfrce Hurd Drr or WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR PERSONNEL, RECORDING. top _ _ _ _ _ GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 3, GARAGE ,LOOP ELEVATIONO HAVE DCCN OCT -_ _ _ _ _ - ___ _ _ - -TORM, CONTRACTOR, ON TI E3C rLAN3 AO A MINIMUM rIN1,011CD rLOOR 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, ELEVATION, FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. -*--T-040-CITE 1VILL NEED TO BE CRAbtiED AC GIIOWN AND AC DICTATED 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, 3, OARAOC rLOOn CLCVATIONC ARE TO DC DRAWING NUMBER - - -• - - - - = - - - - DO NOT ABANDON UTILITIES IN PLACE, GUTTER NOTES: SPECIAL CONSTRUCTION NOTE: 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED .1, OUTTCR3 AND DOWN3rOUT3 31 1ALL DC UTILIZED TO DIRECT NEW' I 3. THE f'fOf'03CD DUILDINO WILL HAVE THE NEED Or OUTTCR3 AND CONSTRUCTION. . . .. - . •• - - .. - - . _ - , _ 4. BUILDING F.F, ELEVATIONS TO BE SET AT A IF THE CONTRACTOR KNOWS OR CAN REASONABLY DOWN3POUT3 TO DIRCOT !UN Orr, MINIMUM OF V ABOVE F,E,M,A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C. 3 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. .E. OUTTCRO AND DOWN3/'OUT3 311ALL OE ADDCD TO TIIC NORTHCRN• OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS, IN THE PLANS, SPECIFICATIONS Ok CONSTRUCTION STAKING AND FAILS TO 1. OUT-'ALL rOn THE PROJECT WILL DC DICTATED BY CXICTINO MO3T 1..5 LINEAR rCCT Or TIIC DUILDINO TO DIRCOT ROOT RUN Orr REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED CONDITIONO WITHIN TIIC CITY Or T`DCC CXIOTINO DYZAINAOC X TREES TO BE REMOVED. TO TIIC NORTH. TIII3 13 TO REDUOC IMI OT TO OTIICR3 OIIOULD T1 IC 5. CONTRACTOR IS TO VERIFY F.E.M.A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK CYOTCM AND CA3CMENT3. _ _-_ _ - = AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ACTIVITY. OR CONFLICT. 3 OF 8 SHEETS 0 $01L ERO�IO.1�T LEdE1VD TEMPORARY SEDIMENT BARRIER Sd1-A BENCHMARK TEMPORARY HAY BALES Sd1-Ht) NAIL IN P P TAYLOR / STREET CONSTRUCTION EXIT co ELEV 8.96 4 0 R c� LIMITS OF ,� Sd1-A Cuc NA VD 1988 DISTURBANCE Co AN. MULCHING Ds1 �H n 66 °40 TOP ELEV 6, �4 WITH UTEMPORARY SEEDING Ds2 -7 • 6� � � DISTURBER AREA STABILIZATION 1, + + �� 6 Co� 0 0� WITH PERMANENT SEEDING ,, ,� \ \ + Cy 0 0 ek' O O .0 , \� `'t DISTURBED AREA STABILIZATION Ds4 + \ cb `l• Co. + \` + • WITH SODDING w \rl » .....•f �J j CO" •+ _ L �. —_ 86°23 ' Lil� '.. L ._,__� x 'X"_� S O 3 i - • 60 CHECK DAM d-S IV ��� x ' ..23 '� � \ A A ......... A '`.� per+ i...gym-X.._ x —� ` x` --.3--- ...... 0` t �-- } _, GRATE INLET \ A A A _....._�jA� t�D -- `1D-,.._)-( I ZT----- �." OP STORM DRAINAGE OUTLET PROTECTION TOP E r' + _ 1 Fj» A A - A A A um-Hr / , ,---> j8; 1 x x -__x ---yc -.�....... •-_, LEV 6.80 � N_ ` _ _ _ PLA Id A �__ l`_ ;� - h� - - INLET SEDIMENT TRAP sd2 fit? IE 3.4 + }e� :��>--;�}--� 112. E � \ ` I -tc Du �_ } �- _ SEDIMENT TRAP 6 ;- — — — _ Sd3 o IE 4.40.E \ Del ( \,,_ /\ I W J� + ____ •,� I h4 `-- GEOTEXTILE C, i W r-' Z \ L._K • ill ...= . ....,....- , , l )____ N = \ ` CJ L DRAINAGE__ ;--Y CHANNEL STABILIZATION W� ^ E�,J I 6` VEGATATION ® V 1 0 U` o) 0 + EMENT "'� \ ROCK RIP-RAP EXISTING \ \ e' CONCRETE D 0 Cfl J ABANDONED id � t-� � w � w I LEVEL SPREADER CD C7 1 m WATER MAIN I Du _ LIMITS OF —('� d , @ 1l O DISTURBANCE RETROFIT `•' j z Q N AR. Rt GRATE INLET \ +° Dal I o z �, °m o D82 DUST CONTROL Du n �- > d TOP ELEV 6.98 + LQT5A\ I IE 4.48 i o —t w ,� AREA = 10,503 �F I � LLI �� Cuc i Shc-A CuC Eri CO Cuc I \ + 11k +6� �, *I-". + Erosion and Sediment Control Phasing m LIMITS OF + I M Q '� I o , DISTURBANCE Cb ` \ + CA Initial Phase (Phase I) . , +� v 6� N ��a 6°� DRAINAGE STRUCTURE + 1, This hase shag include Silt fencin and construction C + II g \\\ TOP ELEV 6,42 exits and sediment and detention ponds to be installed irlf�� O,�, �`1LS I IE 2,17 prior to any land disturbing activities to prevent sediment from leaving the site, o 6 o w . o zi .. c o Z w O 0 \ � Iwi Intermediate Phase (Phase II)\\<: \ \ �`b 1, This phase shall include construction of' any outlet + T- e I structures, retrofits, check dams, inlets - �- I w Ed1 A •�` protection and temporary grassing. w �� ii ill L + Final Phase (Phase III) a_ iI � 1 0 ILI A zz \ ° 6t` z /+�O. 1, This phase shall include outfall protection, any revised . A. + inlet protection and any other permanent d I a. p y p n t evices, < < LIMITS OF / • < cc +*o \ Cuc n I" DISTURBANCE I I / wO z < z ¶ _= SPECIAL SOIL EROSION PREVENTION NOTES z U Du �` 0 1. The state of Georgic! re w m O Z / \ 46 g quires that the initial soil erosion prevention CO z 0 O LL s. Del 0 / �. measures shale be inspected 2 x- 12 I c ' S d1-A /� � by the designer Within 7 days after zi a Ds2 ,� Co. installation, D 0 NI o I V.• AS1/4 2. It is the re onsibility of the contractor to notif the soil erosion E✓ 4 w m —I o 6 `6 S / cV Q IE responsibility notify O F. w z prevention plan designer Within 7 days after the initial- soil- erosion _I m / + �� I /� 4)0 measures are in place for inspection. > z I rL O o N. \ ° 6` Y� 3. Soil- erosion revention lans shall- be ke t current and on site or rn vr I +, prevention P P \\1 S. \V readily accessible at all- times during the duration of the project until- 0 s / C?)() after final w stabilization has occurred. 4, Primary permittee must provide a copy of the soil erosion prevention O \\1\, pions to each secondary permittee. C (,IC I II, 5, Contractor is to keep a record of his inspections of the soil- erosion / control measures to include at least the following / �CJ 0�O a. date and scope of' the inspection V ' + b, name of person performing inspection CONTACT A MINIMUM OF 72 HOURS c, major observations (including noncompliance incidents) PRIOR TD DIGGING + / ••(?). LIMITS OF Inspection reports are to be kept current and on site or readily ( OIECTI accessible at al! times durin the duration of the ro ect until after finaDISTURBANCE stabilization has occurredg P j LEVEL II o',� 4). y' CERTIFICATION 6. Sampling of the outfall- is the responsibility of the primary permittee `'i ` ,> ti Sd1-A n'P 9 P P P �.' o -I-\' NO. 2104 and sampling requirements are to be as per the NPDES genera! permit, ' \i- q�* .q ISSUED 11-5-05 5-05 UTILITIES PROTECTION i CENTER STREAM BUFFER ENCROACHMENT NOTES ; , + EXPIRES 11-5-11 7. Silt fencing is to remain in place until final atabilrazation. SOIL EROSION AND SEDIMENT coNreoL°s PLAN - PHASE I 8. Waste materials shall- not be discharged to state waters except as G�,O ,� 1, NEW STRUCTURES ON THIS PROJECT DO NOT P" ; 101 authorized by a section 404 permit, ��iiST ENCROACH IN THE 25 OR 50 FOOT STREAM 9, These ES & PC plans are in compliance With Waste disposal, sanitary I S ' �,283 %' REQUIRED SEDIMENT STORAGE CALCULATIONS sewer and septic tank regulations, iI PIESS+okaL BUFFER, SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE �0 2b og SILT FENCES. N 10. Great care shall be taken to prevent oil spills and leaks. In the event q 61 NE �� 2� NON-EXEMPT ACTIVITIES SHALL NOT BE that a spill- she!l occur, stop the spill- source immediately and implement RkA. 60��` REQUIRED SEDIMENT STORAGE: BMP's and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT 67 C,?, x 0.12 ACRES = 8.0 C.Y. REQUIRED DRAWING NUMBER STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: ACRE SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE SILT FENCE AND DETENTION BASIN SILT STORAGE: BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN 440 LF SILT FENCE x 0.09 CY PER FOOT = 40 CY IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' , C-4 �p DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PE..RMITS. DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TOTAL SEDIMENT STORAGE = 40 CY TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK - PROPER PERMIT APPLICATIONS AND APPROVAL. 40 CY (supplied) > 8 CY (required) REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' PP ) ) OR CONFLICT. 4 OF 8 SHEETS 0 $OIL ERO IO z%` LEdE1�D BENOHMARI� • TE�yiPORARY SEDI�yIENT BARRIER $d1 A NAIL IN P P TAYLOR 9 STREET TEMPORARY HAY BALES Sd1- b ELEV 4 0 R/ W �� 8.96 LIMITS O F CONSTRUCTION EXIT CO o� Sd9-A NAVD 1988 DISTURBANCE Co SAN M/H 6. Ao TOP ELEV 6.74 MULCHING Dal 6• 6 �0 4 + 6• 0 'S DISTURBS AREA STABILIZATION D82 7` + 0 6' 6c 0% WITH TEMPORARY SEEDING • 6- Ds3 1l� \ �O + .0 { �l DISTURBS AREA STABILIZATION 6. �_ ' WITH PERMANENT SEEDING N z 0 6` o DISTURBED AREA STABILIZATIO Z' a --- _ N Z�� ,., II 1 e,..X x •...". ..,.,, Q 3 Q �p WITH SODDING -- (/� W A A �++Y x GRATE INLET / ........ A — A A 21 � .. m---:_.. ..X um. X -- --- -- I� ...+u._...._, — '-�..'.-- . CHECK DAM d—S TOP A 1► j % + - ` 15» PLA Sd2-F A ._...' A A A , ,A } >-- ;8 - x-`.`" ,—"4 x ---x .�....� U A __ x STORM DRAINAGE OUTLET PROTECTION ELEV 6.80 A• � �.[� — \___ — — — _ �T ` �M �� A �, � �_� R � ---� ->F _... 0 4 . I I 112. € / _ _ INLET SEDIMENT TRAP IE 4 40 /. + _ + S d2 F /s, A ?---� SEDIMENT TRAP Sd3 o +� , — — 2O1 DR n mom` ✓" q W �� 2 0 E3 S L — N A G S— — li ,�, 6� GEOTEXTILE Cr L>1 Z + ` EASEMENT { } `; I > _ EXISTING �- 7 i CHANNEL STABILIZATION W� Q D VEGATATION t'+f1 V 1 0 U ABANDONED ROCK RIP-RAP 0 I CONCRETE J AI I I • o WATER MAIN LIMITS OF d w el 1 - °Z\D DISTURBANCE AR. LEVEL SPREADER 5 `J (.) co m GRATE INLET \\A. i 6 I z = N + I RETROFIT `-' . co z 0 Ds2 ∎ 0 0� m TOP ELEV 6.98 + LO 'T' 5 -A z oz a) 03 n = IE 4'48 = 1 0,503 FAD DUST CONTROL Du } Q \ \ AREA �F ti - Sdl-A \ + ii , ii i 6 6� \ + + \ o + o `�+ 1 co LIMITS F O 6 Erosion and Sediment Control Phasing s CD t t / ng DISTURBANCE 6� \ s + + moo 6� DRAINAGE STRUCTURE +6 Initial Phase (Phase lJ . + I I w 0 TOP ELEV 8,42 X o \ A o, j ` - IE 2.17 1, This phase shalt include Silt fencing and construction o O, I exits and sediment and detention ponds to be installed a ,� I 0 i J prior to any land disturbing o 0 \ \ I ' \:'\ �0\ activities to prevent sediment from leaving the site, W , z w � \ I ' m . Q 0 N Intermediate Phase (Phase II) I \ \'\I"''' \ CP I 1, This phase shall include construction of any outlet d7-A \ \ P y flat S i +6' structures, retrofits, check dams, Inlets w c9 .� L protection and temporary grassing. w i d iii /s I 6. I / Final Phase (Phase llll w ek- l 1 Q Q LIMITS OF / 1, This phase shall include outfa/( protection, any revised 6 ` ' n DISTURBANCE / inlet protection and any other permanent devices, a. + I _ Q 4 0 / \ 1\A \ . W � cj • CC i U F- SPECIAL SOIL EROSION PREVENTION NOTES Ito z v I 0 / \ 3 -- 0 1- ' w � m � Z Da2 S dl-A ') 1. The state of Georgia requires that the initial soil erosion prevention m w 0 0 LL. w i O ` 6 measures shall be inspected by the designer Within 7 days after Q / , i D 0 -1 N p 6. \6)>. S\ (NI Q /Vv LE installation, z -1 w E- w ,\ i I .6 „p 2. It is the responsibility of the oontractor to notify the soil erosion p Q w CQ -� p I Z / ,` 2 prevention plan designer within 7 days after the initial- soil erosion _I CO co j a'� 6. titi P P >-. Q N I g, (Q +, , measures are in place for inspection. 1, z Vi / 3. Soil- erosion prevention plans shalt be kept current and on site or cn 11,er6 readily accessible at all- times during the duration of the project until- 0 o! after final stabilization has occurred P J w VZ., 4, Primary permittee must provide a copy of the soil erosion prevention O plans to each seoondary permittee. / , '�� 66 5. Contractor is to keep a record of his inspections of the soil- erosion V; + control measures to include at least the following: • ,' ° % a, date and scope of the inspection + / $ LIMITS O F b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS ,�� PRIOR TEl DIGGING ,,c DISTURBANCE c, major observations (including noncompliance incidents) TE�T, , �: Inspection reports are to be kept current and on site or readily ,�V���S ���� accessible at all times during the duration of the project until after final- ; VP N:\'' �6 S cil-A stabilization has occurred r , V „ qk + 6. Sampling of the outfall is the responsibility of the primary permittee `g< )._ ,,et and sampling requirements are to be as per the NPDES general permit. UTILITIES PROTECTION CENTER IN. 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES 7' Slit fencing is to remain in place until final stabitiazation, S, OIL. fROS!ON AND $fDZMINT CONTROL PLAN - PHASE II 8. Waste materials shag not be discharged to state Waters except as �ti0 R G lq t NEW STRUCTURES ON THIS PROJECT DO NOT P _ 10' LEVEL II authorized by a section 404 permit, S, ENCROACH IN THE 25 OR 50 FOOT STREAM CERTIFICATION 9, These ES & PC plans are in compliance with waste disposal, sanitary ., E U BUFFER, NO. 2104 sewer and septic tank regulations, ISSUED 11-5-05 to- 10. Great care shall be taken to prevent oil spills and leaks. In the event q F �`��, EXPIRES 11—5-11 that a spill- shall occur, stop the spill- source immediately and implement A, B �., 2. NON-EXEMPT ACTIVITIES SHALL NOT BE 13MPts and clean-up for the spill CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ; ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS PERIMETER SILT FENCE ZF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PERMITS, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK _ PROPER PERMIT APPLICATIONS AND APPROVAL. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY Q 10' 20' 25' OR CONFLICT. 5 OF 8 SHEETS 0 ,SOIL ERQ IO!, LEdEND TEMPORARY SEDIMENT BARRIER (j�A BENCHMARK TEMPORARY HAY BALES Sd1-Hb NAIL TAYLOR 9 IN p/p T CONSTRUCTION EXIT CO ELEV 8.98 /� N N LIMITS of �,� Sdl-A NAVD 1988 DISTURBANCE CO SAN �"/+j MULCHING Del Co. Co. �O TOP ELEV 8�'7Q DISTURBED AREA STABILIZATION Ds2 Co. O WITH TEMPORARY SEEDING 7� + -V • 66 6 �� DTTUPERMANENT S STABILIZATION D8.3 N • \ 6' o �l c' O _ Co. + '_ -- , `` + D TH SODD� EA STABILIZATION Ds4 cc + •, rLnD—= Illii...... - r 1 r nRX...�.� x —_ _ ---_.... �., „� 8 V O 2 �� G% • ' 6 CHECK DAM C�—'.1.. A •--..... A A `s_..'." x x x — - CO's _ / -. >-. O j GRATE INLET / " A r_uAC u ,�„.._._,.�rr• •--.-.. _ ►'' 6� STORM DRAINAGE OUTLET PROTECTION TOP EL V t' +� 15" PLA �� sd2-F A " A ---- A R S x x ,�.. , „ IE 3.4 + e — — — --- — _ — — — — 1 1 / , > I 1 1 2. € INLET SEDIMENT TRAP SCf2 v 1 \ ...r Ds5 ._._ ` s�__ 6 — — — — -_. ._.__ — _ _ _ SEDIMENT TRAP Sd'S V O / + �� +, O r / .IE 4 - - -.40 + �' Ds4 7 F �_ � '� w ° e GEOTEXTILE t FO Z• \ - W +�` , — — 20' D ' WAGE ; c > `� _ N-\-- -----\\ �� ` 20' S L EAR[\ °' �� 6' CHANNEL STABILIZATION CO+ t / M E N T --� VEGATATiON of W o g 0 EXISTING ` ` •4 CONCRETE 0 LO E ROCK RIP-RAP U) ABANDONED �d I WATER M A I N J t / ` , 1 ` LEVEL SPREADER (� m•, , 1 i - LIMITS OF Q . ,1 �1 / ;' l % i iI l DISTURBANCE AR. RETROFIT `r n z i N GRATE INLET \\A. ' 6i l l ,' i" ;l ' /, ;' ; ' , m z �- o / f W o rnm ! 1` / l lV Z TOP ELEV �` ll '` ,j 1 ' ' ll ;` �- _ TO 6.98 + I ,! / / / /j117j, ,, DUST CONTROL Du Q IE 4.48 / ' % !� / i , t (' I to Q , / / / / % , 'AREA' ,_' /1;0,503 AFT/+ /" ' / / m / ` ( j 6) 1 / ' /f, 1' ` ' ` j+ I'f ' ' `' ' f j ' ' l+ 't / ` v ;� / !+/ ` / , , i !` , i J ;` l ,' /; ( 1 , jj,� i l ♦ / ! / I 1 / ,� ' ' r /� ! It !/ IrJ l If ` l/(`' 1�( 1 tt ,' ' . ! ,..„- / / / 1 / f / t l j I <'J J ; I / 1 %I l ! � I"_'a 4J, / , \\\ / l . / , / , l ( / /-/ , / r t , , / ; , / J �. / ' / l ' ' ` ! Erosion and Sediment Control Phasin 6 / / � � g � l 1 1I1c'-t- i /IJ . / 11 / / , ! 11 fI , CO LIMITS OF Q., / 1 , 6 , 7 • / / / 'l / , / , , / / , ! ' ' / / I DTSTURBANCE \ s l i ' / 4-1 / /, ,l / i / ` 1 / / ; / ' l ! - initial Phase (Phase t) Y �, 6 / l ! I t l / / FJ•+ ty Q i 11 J // // / / / 1 ! l l / , / l /! ; / l 6�� , ; ; / / ff, DRAINAGE STRUCTUR + l / / / 1 / / l / / / ' '+J / ' / l 1GJ� TO E 9, This phase shall include Sift fencing and construction L '� CS /,, ; / / i // / l / / ! / / / p _ exits and sediment and detention onds to be installed O, l l l �l /, ' ' !' ' / ' l ' l ! 1 ` 111 IE 2.17 ponds ., D I N prior to any land dig turbing o 0 ; � ` Q� / l / /l / / /l / , J / / 1 t' ' / ll / / 1 / l1 0 ! 1 / / l 1i J l 1 1 l ! , l 1 1 l; 1 1 l 1 r/ J activities to prevent sediment from leaving the alts, z , z w __, I I itli\ \ ��' / /l l / it / l ! l //( / 1/ l l , 1 / l/ / / / // / / il / / (D - C !/ ; ! ,' / l 1 1 „ \ intermediate Phase (Phase 211 ° N I I f i l ! / rill / 1 J 1 /� / /l 11 / % f ' fl i l`'I l / i – 1 1 ! / ! ro ! O •� / / / t / / i 1 /1 ,' / " % 1+/ %' 1 I 7, This phase shall include construction of any outlet l I / / 1 1 1 / + _ structures, retrofits, checfc dams, Inlets 7 \\ l l l ' l J l ! J i ll l ti III( l ll l ,J % j i`j l protection and em temporary w Sdl-A 1 1 J l l//11/1/ ! , / ' i / - / 6. t p y grassing., /! I / 1 - l ' 1 , ' I / I- + Q , \ / / / / / / / I . ; I Fll Final Phase (Phase till\ iv,/ lI ; / ,l l ; ,/ J 6 Z 4.0 6O / l ' / r , ' I i ' ' /+ 1, Thia phase shall include outfall protection, any revised Q / / / �' ins protection and an o / / 1 ! l/ ( E Q Q LTMTTS OF inlet any other permanent devices, o Ds5 + / / % / I "' DISTURBANCE (�� / d z it / I I V Q z or \ )1\41. / _ ' Wj- Q / W . o 0 `I' _ QJ� SPECIAL SOIL EROSION PREVENTION NOTES : �( z O Ds4 + I UF- m (nDa0J z f 0 / The state of Georgia requires that the initial soil erosion prevention z p 0 CL w \ Ds3 I Sdl-A nJ measures shall be inspected by the designer Within 7 days after = . / , \ A or .1 . ! , _ Co. \ J installation, Z w � i o Co. \Co . G N IL ,4% IE 2. It is the responsibility of the contractor to notify the soil erosion O F. w LLI m p + j�e• i( I /, �p .4 . prevention plan designer within 7 days after the initial- soil- erosion _1 m z s. ' measures are in place for inspection. m d / r I / P P [-- z �L �Q -►-, 3. Soil erosion prevention plane shall be Kept current and on site or \ :),\\\ \V / I readily accessible at all- times during the duration of the project untie 0 V / after final stabilization has occurred 0 cr V •i w i , 4, Primary permittee must provide a copy of the soil erosion prevention 5 / v /' plane to each aeoondary permittee. U) A 54 Contractor is to keep a record of hie inspections of the soil erosion O�y cP. control meaaurea to include at least the following: V• + a, date and scope of the inspection A % * • b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS •• #. c, major observations (including noncompliance incidents) PRIOR TO DIGGING + '. / .0 LIMITS OF Inspection reports are to be kept current and on site or readily .,1`�SFanTtc,, `f o V . DISTURBANCE accessible at all times during the duration of the project until after final s' ';3 OP O b '�, stabilization has occurred. ti'\. +ti6�'' Sdl-A 6. Sampling of the outfall is the responsibility of the primary permittee c�� ,� J- �� 4 and sampling requirements are to be as per the NPDES general permit. UTILITIES PROTECTION CENTER• STREAM BUFFER ENCROACHMENT NOTES V s, 7 Silt fencing is to remain in place until final atabiliazation. 1-800-282-7411 cc SOIL. ,EROSION AND SEDIMENT CONTROL PLAN - PHASE III 8. Waste materials shall not be discharged to state waters except as R NW STRUCTURES ON THIS PROJECT DO NOT -=, roJ authorized by a section 404 permit, 7c .osTc:/?4 F , , r ENCROACH IN THE 25 OR 50 FOOT STREAM CERTIFICATION LEVEL II g, These ES & PC plane are in compliance with waste disposal, sanitary 40.28372 O. 21 sewer and septic tank regulations, ' PROFESS72 * BUFFER. NO. 2104 Lb- zip-04i ISSUED 11-5-05 10. Great care shall be taken to prevent oil- spills and Leaks. In the event F �� EXPIRES 11-5-11 that a spill shall occur, stop the spill souros immediately and, implement A. 6� " 2, NON-EXEMPT ACTIVITIES SHALL NOT BE sMP'a and clean-up for the spill, CONDUCTED WITHIN THE 25 cOR 50 FOOT STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ALL. WETLANDS ARE UNDER JURISDICTION OF THE CORPS FIRST OBTAINING THE NECESSARY VARIANCES OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT F� '� OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' ' C.... 6 AND PE-t1MIT�+ DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED — DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK ' PROPER PERMIT APPLICATIONS AND APPROVAL, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. 6 OF 8 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1. NARRATIVE: THE EXISTING SITE IS VACANT WITH FEW TREES AND THE GROUND IS 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS GENERALLY FLAT 1fITH FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT, THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE AND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND WILL HAVE A PERMEABLE DRIVEWAY AND GRADING, THE TOTAL SITE IS APPROXIMATELY 0,24 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL MONTH OF TEMPORARY GRASS ONTH OF ACRES WITH THE NEW PROJECT BEING APPROXIATELY 0.12 ACRES DISTURBED. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED PLANTING RATE CANTING PERMANENT GRASS RATE AT THE EXPENSE OF THE CONTRACTOR. 2. DEVELOPER / CONTRACTOR: BILL ROBINSON JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 20500 COT ROAD #15 3. ALL WORK SHALL BE IN COMPLIANCE WiTH THE STATE SOIL AND WATER CONSERVATION 2"xa" STEEL STAKE MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) LUTZ, FLORIDA 33558 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, FRAME ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS �'�� FABRIC _ 3. 24 HOUR CONTACT: BILL ROBINSON AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE - �, �. Fp y MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 813-949-8002 BY THE OWNER. SEE LAND DISTURBING PLAN, -- ° ' x�� i -__ £. JUNE (HULLED) 10 lbs./Ac JUNE COMMON BERMUDA (HULLED) 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER - CURRENT STATE SOIL AND WATER CONSERVATION COMM ITT EE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON TH E LAND DISTURBING ACTIVITY PLAN, V BURIED JULY- COMMON BERMUDA (HULLED) 10 lbs./Ac EROSION CONTROL IN GEORGIA, APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST OR 5. EGRESS FROM THE SITE 111.1. BE SUCH THAT ALL VEHICLES MUST TRAVERSE WIRE-BACKING AUGUST 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTION EXITS TO RE OVE MUD FROM TIRES BEFORE ENTERING ANY PAVED CENTIPEDE SOD 10 Lbs./Ac z`n CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SiTE. ALL PUBLIC HIGHWAY, ROP INLET - FRAME qq TH GRATE L ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED, WI ^V,,b BURIED 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS - �1777-72, ax.:= r;,,, u€ --- FABRIC I ( SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- COMMON BERMUDA (UNHULLED) 10 Lbs./Ac .. .: • 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING �. 7 - •1- �i) FEBRUARY FEBRUARY CENTIPEDE SOD 1 2 Bu./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION, THESE MEASURES ARE TEMPORARY, ___ / ____ n���� -III=III-1111 � T PRIOR TO ANY OTHER CONSTRUCTION- ,,. ,,,,w,x�F _ _ INSTALLED o N N ____ •,,a °y.,, : :, - III=1I1=1I1=1 ( � 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE �:e= '>ds-__ 111=111=111 ✓ ' 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER p,;, ,,„„, GROUND DISTURBANCE OCCURS, THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS yam :.----7...----_ __ ` N AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING T FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO T THE FINISHED PLA GRADES AND ELIMINATE A Y A D ALL AREAS -~ GATHER EXCESS \V DEVICES MAY HAVE TO BE ALTERED OM �� N N 0 MEE E PLAN N N N AT CORNERS V PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR (n PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 1. FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EQUIVALENT FETAL *IiH A MINIMUM F 1 CONTROLLING EROSION DURING ANY LENGTH OF 3 FEET. "" . PHASE OF CONSTRUCTION. ANY DIFFICULTY IN N . `-' PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL 2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART ' ` % w AND SECURELY DRIVE THEM INTO THE GROUND. APPROXIMATELY 18 INCHES DEEP. / `�� < / w ,_'1* - Z THE APPROPRIATE PERMITS HAVE BEEN ISSUED. �� Flog 3. TO PROVIDE NEEDED STABILITY TO THE i �r 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION AROUND THE CREST OF THE OVERFLOW Airi Axil�u�EOPITt 5 FEENABOWVE�THE DROP ' II/` 1.,* ' N I I PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM, 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY / >, -. r n Q O INLET CREST. �`�' • .�� 1JD CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER , 3 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM, 4, PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND,BACKFILL THE TRENCH WITH `' / •'°p• /% m I AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 44,4( J REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY . /�' o�',�°Ozb• , G� ✓ O W 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE t �� •••.•.•.R>°••: 0 U) Id CO 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING *THIN TREE PROTECTION BARRICADES. THE CONTRACTOR NEXT STAKE. / a ".;';°•+.��;. • !�o SIDE VIEW .-.. ,Q �j AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT IORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE 6. THE�,TOP OF THE FRAME AND FABRIC MUST E *ELL BELO�y THE GROUND ELEVATION DO SSLOPE t °'°O• '•;• ��o•• , v l z = N FROM THE P INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO t ° • • • . E ,- FROM THE O�iNER OR ENGINEER PRESENT, ����220O pro ••• -••,(� � .. .. Q 0 BULL A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS o•• •• • Z 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FLOW. ••o4t) 0A'fe 0•••• a ±?�t'�°'• +'• p m WITH SEDiMEN . :', .•44.40 •• ••? • • 4. • • •+; 4- T. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE • • • • �:!: .. 4• °V."-•' '.`�a';: r % n r- ,Q = . $••J • PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE y1I1TH SPECIFICATIONS >o° '• • ••. • o / Q 41- 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE NATIONAL ARBORIST ASSOCIATION (N.A.A.) IN PRUNING �� =f:.;O �,,.•x�. o,•.•.��::;' 0 FABRIC O FUNCTIONING EROSION CONTROL SYSTEM, STANDARDS FOR SHADE TREES . ANY VARIATION FROM THE RECOMMENDATION OF INLET OEDIMENT TRAP DETAIL `�� ��'• �•,,... ••O o •; / / �--1 < THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. �d2 _� o� f' :...• .• . I 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS \_ 'ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IPAIRED, 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS FILTER FABRI WITH UPPORTIN( FRAME °� eRLIN • p� TRENCH N.T.S. GEOTEXTILE uNDERLiNER "�. • f=' o 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION", ••�'..• D GROUND COVER HAS BEEN ESTABLISHED. N.s.A.R-s {1.5"-3.a•1 Cn COARSE AGGREGATE O PERMANENT G UN VE N 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT NOTE: OVERLAP 18" AT FABRIC JOINTS STABILIZED WiTH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION TEMPORARY CONSTRUCTION EXIT CO CONTROL GRASSING". 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED N.T.S. CO " 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA 0 i o, BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN PERMANENT SEEDING". IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT ViEW ' ' ° AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER 0 17, VEGETATIVE METHODS: 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. m . i 2 i N � 1 o i o GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. W i 0 O Z lJ U-' I '• 6 m Q WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY o I ° o AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE ' FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 2009 2010 NOV DEC JAN FEB MARCH APRIL 18, MULCH: . INSTALLATION OF SEDIMENT CONTROLS TEMPORARY SILT FENCE DETAIL L AND TREE PROTECTION BARRICADES .� Sd 1 -A 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 KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH UTILITY INSTALLATION NO/.'i APPLIdABLbY Sd 1 -B MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER, THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION Sd 1 -C (9 Q LIQUID MULCH BINDERS. H O 0 <PERMANENT GRASSING �"• LI7 W W 0 -- - 19, SOiL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION IU IX 0 Z 0 SERVICE AS BEING CuC (Chipiey-Urban Land Complex), PAyiNG NO/'T APPL1dABL£i' mvizoOiL ZZ 20. THiS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL POST SIZE p F,i,R. . COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 Z --i FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F `� DATUM) REMOVAL OF SEDIMENT CONTROL r• TYPE LENGTH O Q W m _i H 21. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A A 4'-0" Soft Wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. � � z MINIMUM ELEVATION OF 12.0 HAS BEEN SET. (88 DATUM) SITE DATA Oak 1.5"X1.5" APPROVED FABRIC. H USE WOOD OR SPECIAL NOTES: ZONE "AE-12" Steel 1.31b./ft. min. STEEL POSTS. TOTAL ACREAGE 0.24 B 3'-0" Soft Wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" ESTIMATED DISTURBED AC�R,EAGE....0.12 APPROVED FABRIC 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1" USE WOOD OR PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. STEEL POSTS TO OR CONCURRENT Wrn-I LAND DISTURBING ACTIVITIES. C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND APPROVED FABRIC USE STEEL POSTS PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT ONLY CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING WITH LAND DISTURBING C11VI11ES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL pRTO ry TIMES. IF FULL i1MPLEMENTATTON OF THE APPROVED PLAN DOES NOT ♦�S c PROVIDE FOR EFFECTIVE EROSION CONTROL, FASTENERS FOR WOOD POSTS o �h'v 'gyp ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE GAUGE CROWN LEGS STAPLES/POST V IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. n Solomon A m n `�< 1`" �- o t Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO , UTILITIES PROTECTION CENTER dy s° o 1-$00-282-7411 INSPECT STORMWATER FACILITIES AT ALL 'TIMES. ak."�' 'S' c o GAUGE LENGTH BUTTON NAIL/POST 5. STATE MATERS EXIST WITHIN 200 FEET OF THE PROPERTY IN THE ,90 L. o HEADS �tio R G�� FORM OF A SALT WATER MARSH AND THE 'TIDAL HORSE PEN CREEK. Nails 14 min. 1" 3/4" 4 min. 4 GIST RF I � TYBEE ISLAND Q i^ moo ' P028.31 ' 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. it,- 2b-o' 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS Ga m q, ti4.1��., VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. m „- 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE HORSE PEN CREEK AND ULTIMATELY THE ATLANT1C OCEAN. 4th LEVEL II DRAWING NUMBER 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER VICINITY MAP CERTIFICATION THAN 14 DAYS SHALL BE STABALiZED WITH TEMPORARY SEEDING. NO. 2104 ISSUED 11-5-05 C.7 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE EXPIRES 11-5-11 A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. 7 OF 8 SHEETS 7 DAY INSPECTION NOTE ; WASTE MATRIALS : The design professional is to inspect the installation of the initial- sediment storage 1. ALL waste materials well be collected and stored in a securely . Lidded, metal dumpater. The dumpater will meet alL solid waste requirements and perimeter control BMP s, The design professional must be retained management regulations. All trash and construction debris from by the primary permittee to conduct a site inspection within seven (7) days after the the site will be deposited in the dumpater. The dumpater will be the installation of the initial sediment storage requirements and perimeter control. BMP's, emptied a minimum of once per week or more often if necessary The design professional must report the results of the inspection to the primary and trash will be hauled as required by local regulations, No construction waste will be buried on-site, permittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report (unless additional 2• All personnel will be instructed on proper procedures for waste time is needed due to adverse weather). The primary ermitfiee may use an alternate disposal. A notice stating these practices will be posted at the S C O N A Y M 2 T T S design professional to conduct the B P inspection,Pion rovided that they make a written jobsite and the Contractor will be responsible for seeing that these g P M P i P y procedures are followed, request to EPD to change from the design professional who developed the plan. and NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER EPD has agreed, 3, NO WASTE WITH BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. Dafie of Inspection INSPECTIONS : N I certify the site was in compliance with the ES&PC Plan on the date of inspection. Primary Permittee. o NAME : PHONE : W 1. Each day when any type of construction activity hos ce taken place at a primary permitteels site, qualified Mark Boswell 2 7 0 4 personnel provided by the primary permittee shall COMPANY : FAX inspect : (a) all areas at the primary permittee's site ADDRESS ; SIGNATURE GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # where petroleum products are stored/ used or handled for spills and leaks from vehicles and equipment ; (b) ADDRESS ; Inspection revealed the following discrepancies from the ES&PC Plan, all locations enter rt the primary site permittee's site where P 9 P vehicles e or exit the sits for evidence of off-site sediment tracking ; (c) measures rainfall once each GSWCC LEVEL IA CERTIFICATION NO, twenty-four hour period at the site. These inspections T must be conducted until a Notice of' Termination is 1) submitted, 2. Qualified personnel (provided by the primary permittee) ( o • shall inspect at least once every seven (7) calendar days �---� and within 24 hours of the end of a storm that is 0.5 inches ✓'�" .. W or greater the following : (a) disturbed areas of the primary ✓ W ,- NAME : PHONE : permittee's construction site that have not undergone final Cr) z These deficiencies must be addressed immediately and a re-inspection scheduled. Work stabilization ; (b) areas used by the primary (permittee for > < N i COMPANY : FAX : storage of' materials that are eXposed to precipitation that - - (r) D shall not proceed on the site until design Professional Certification is obtained, t (� Q P 9 have not undergone final stabilization and : (c) structural (. l C CD O ADDRESS : SIGNATURE control measures. Erosion and sediment control measures (X t9 indentified in the Plan applicable to the primary permittee's D 7: 0 , J site shall be observed to ensure that they are operating Q iJ J ADDRESS correctly, Where discharge locations or points are accesible, j t1 (� m CO GSWCC LEVEL IA CERTIFICATION NO, PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control �J measures are effective in preventing significant impacts to "--, Q = , @j 1. PetroLeum Based Products - Containers for products such as fuels, lubricants and tars receiving water(s). For areas of a site that have undergone U) Z CV W will be Inspected daily for leaks and spills, This includes on-site vehicle and machinery final stabilization the permittee must comply with Part 1_1_1 T Q daily inspections and regular preventative maintenance of' such equipment, Equipment IV,D,3.a(3). These inspections must be conducted until. a Notice w CO Z IM C maintenance areas will be located away from state water, natural drains and storm water of Termination is submitted. n z = drainage inlets. In addition, temporary fueling tanks shall have a secondary containment 1 1 Q Q NAME : PHONE : liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is 3. Qualified personnel (provided by the primary permittee) T > prohibited. Proper disposal methods will include collection in a suitable container and shall inspect at least once per month during the term of �-1 Q COMPANY : FAX ; disposal as required by local and State regulations. this permit (i.e. until a Notice of Termination is received by -A (I) EPD) the areas of the site that have undergone final T T T SIGNATURE 2, Points / Finishes / Solvents - All products will be stored in tightly sealed original stabilization. These areas shall be inspected for evidence W ADDRESS containers when not in use. Excess product will not be discharged to the storm of, or the potential for, pollutants entering the drainage ADDRESS : STORMWATER SAMPLING water collection system, Excess product, materials used with these products and system and the receiving water(a), Erosion and sediment SAMPLE ANALYSIS product containers will be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed Cr)and recommendations, to ensure that they are operating correctly, Where discharge L GSWCC LEVEL IA CERTIFICATION NO, 9 1, Storm Water samples are to be analyzed in locations or points are accessible, they shall be inspected O accordance with methodology and test 3. Concrete Truck Washing to ascertain whether erosion control measures are effective procedures established by 40 CPR Port 136 in preventing significant impacts to receiving water(s), CO and the guidance document titled "NPDES a. Coordinate with site superintendent to excavate a pit deep enough to contain the Wash Storm Water Sampling Guidance Document, down water, EPA 833-8-92-001." NAME : PHONE ; b. Back equipment into pit. 2. Storm water is to be for nephelometric turbidity Soil Cleanup and Control Practices ° I COMPANY : FAX ; units (NTU) at the outfall location, A discharge of o. Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. v I o storm water runoff from disturbed areas where 1. Local, State and manufacturer's recommended methods 5 ° csi ADDRESS : SIGNATURE best management practices have not been properly d. Make sure wash down water goes into and stays in the pit. for spill cleanup will be clearly posted and procedures . c designed, installed and maintained shall constitute a will be made available to site personnel z ° o ADDRESS separate violation for each day on which such e. Coordinate with site superintendent to fill in pit and smooth out ground a a i N conditions results in the turbidity of the discharge 2, Material and equipment necessary for spill cleanup will m- 2 I f• Never allow wash down to enter a storm system. be kept in the material storage areas. Typical materials and N GSWCC LEVEL IA CERTIFICATION NO. eXceeding 75, the value that was selected from eP g Yp ° ° Appendix B In Permit No. GAR 100003, The NTU is equipment includes, but is not limited to, brooms, dustpans, ° 0 o 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the mops, rags, loves goggles/ cat Utter, sand saw dust and z Z LI' based upon the disturbed acreage of 0.1.2 acres , P , 9 , 9 , g 99 ; , 1 v i w manufgcuuers specifications or above the guidelines set forth in the crop establishment labeled plastic and metal Waste containers, w 1 a m a for the project site, the surface water drainage property P o 0 area of < 5 square mites/ and receiving water or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of c o which supports warm water fisheries. these materials will be under roof in sealed containers, 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future - 5, Building Materials - No building materials Will be buried or disposed on-site. All such spills, materials will be disposed of in proper waste disposal procedures. - 4. All spills Wil be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal RETENTION OF RECORDS regulations. APPENDIX B 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A a. A copy of' all Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE Ne helometric Turbidity Unit (NTU) Tables CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT P y b• A copy of the Erosion, Sedimentation and Pollution Control. Plan required by 1-800-426-2675, this permit; 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL c. A design professional's report of the results of the inspection conducted in CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT Cold Water (Trout Stream) accordance With Part IV .A.5. of this permit; 1-800-426-2675• Q CD Surface Water Drainage Area, square miles d, A copy of all monitoring information, results, and reports required by this 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE < T.,„ CC• Z < permit, WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED W 0 0 a WITHIN 24 HOURS, Lt) Li W 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e, A copy f all. inspection reports generated in accord nce with Part IV.D,4,a, CO Z of this permit P P g 9 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE ,. I- 0 W mcc ' WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL W U) 0 tr m _I H 1.00-10 25 50 75 150 300 500 500 500 f. A copy of alt violation sumMaries and violation summary reports generated AGENCIES WILL BE Z 0 O U- 0 in accordance with Part IILD,2. of this permit; CONTACTED AS REQUIRED, = d N z 10.01-25 25 25 50 75 150 200 500 500 9. The contractor shaft notify the licensed professional who z 0 J D SITE SIZE g. Daily rainfall information collected in accordance with Part IV.D.4,a.(1)(c) of this prepared this plan if more than 11320 gallons of petroleum Is I- >-W ACRES permit. stored onsite (this includes capacities of equipment) or if any 0 < W m 25.01-50 25 25 25 50 75 100 300 500 one piece of equipment has a capacity greater than 660 ,J H p� gallons. The Contactor will need a Spill Prevention Containment CO and Countermeasures Plan prepared by that licenaeed • H 50.01-100 20 25 25 35 50 75 150 300 .professional. 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES : NO. 2104 1, A minimum of one portable sanitary unit will be provided for every ten I,S`,S'UED 11-5-05 (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable EXPIRES 11-5-11 facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as graVel bags or specially designed plastic skid containers around the base, to prevent wastes from CONTACT A MINIMUM OF 72 HOURS contributing to storm water diachages, The location of sanitary waste units PRIOR TO DIGGING Surface Water Drainage Area, square miles must be identified on the Erosion Control Plan Grading Phase Sheet by S rent, the contractor once the locations have been determined, `��`�' ('C ''; SAMPLING FREQUENCY 3. Sanitary Sewer will be provided by Municipal Authority/Septic System at 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ the completion of this project. Storm water samples shall be taken for the following events ; V ,. HAZARDOUS WASTES : c ,o 1.00-10 75 150 200 400 750 750 750 750 (a) For each area of the site that discharges to a receiving ��it's`Q'�� stream, the first rain event that exceeds O 5 inches and allows 1, All hazardous waste .materials will be disposed of in the manner UTILITIES PROTECTION CENTER for monitoring during normal business hours. (Monday thru Friday, specified by local, state, and/or federal regulations and by the 1-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8;00 AM to 5:00 PM and Saturday 8:00 AM TO 5:00 PM when manufacturer of such products. The jobsite superintendent, who conatructionactivity is being conducted by the Primary Permittee) that will also be responsible for seeing that these practices are followed, SITE SIZE occurs after all cleaning and grubbing operations have been completed will instruct site personnel in these practices. Material Saftey Data ACRES 25.01-50 50 50 100 100 200 300 750 750 in the first drainage area of the location selected as the sampling Sheets (MSDS's) for each substance with hazradous properties c,()R G 7 location ; that is used on the job site will be obtained and used for the V 1ST q proper management of otential wastes that may result from these ti�• F' 50.01-100 50 50 50 100 100 150 300 600 products. Ang MSDS will be posted in the immediate area where ° ' • t (b) In addition to (a) above, for each area of the sits that discharges products. M P 1 !�, r to a receiving stream, the first rain event that reaches or exceeds such product la stored and/or used and another copy of the 2837 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monitoring during normal business hours MSDS will be maintained in the ESPCP file at the jobsite construction * PROFESS1041. that occurs either 90 days after the first sampling event or after trailer office, Each employee who must handle a substance with 10,Q.(,� all mass grading operations have been completed in the drainage hazrdous properties will be instructed on the use of MSDS sheets F,y ��� area of the location selected as the sampling Location, whichever and the specific information in the applicable MSDS for the product � Gi`Nw���. come first : he/she is using, particularly regarding spill control techniques. A. BO (c) At the time of sampling performed pursuant to (a) and (b) above, 2, The contractor will implement the Spill Prevention Control and if BMPs are found to be properly designed, installed and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is required. If BMPs in any area of the site that train all personnel in the proper cleanup and handling of spilled DRAWING NUMBER discharges to a receiving stream are not properly designed, installed materials. No spilled , hazardous materials or hazardoud wastes and maintained, corrective action shall be defined and implemented will be allowed to come in contact With storm water discharges, within .2 business days, and turbidity samples shall be taken from If such contact occurs, the storm Water discharge will be discharges from that area of the site for each subsequent rain continued on site until appropriate measures in compliance with event that reaches or exceeds 0,5 inches during normal business state and federal regulations are taken to dispose of such C. 8 hours until the selected turbidity standard in attained, or until post- • contaminated storm water. It shall be the responsibility of the storm event inspections determine that BMPs are properly designed, job site superintendent to properly train all personnel in the use installed and maintained, of the SPCC plan. . • 8 OF 8 SHEETS f;517a1 UVI7,!.!') "1•1"%k. L-,1', `i,i j 2 / sow- ":,a A_ SITE WORK PLANS . FOR Lot Number 5 ...„, A Taylor Street Tybee Island , Georgia _ FOR Bill Robinson 20500 Cot Road 1/ 15 Florida Lutz , 33558 . . _ DWG. NO. DESCRIPTION Cl COVERSHEET SITE 02 EXISTING SITE PLAN S 03 PROPOSED SITE PLAN s fc>' ■ ."- ' /111111411111Alp n Ao1,05'°° C4 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 0 oill : •.,, 0) , u . 1 t t S5 October, 2009 ,t.., 50 e ° ,. _ C5 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II kv -s,c ' , 9, % &0_ „9, t. oo % a a C6 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III a o -, , a° TYI3Me ISLAND T , I,OR C/A 07 NOTES AND DETAILS •0 3 IST a 0 ) aj2 I 0°' ' 0 • 08 NOTES AND DETAILS 01 1* PflbOCAAL * >i. it-19 A ‘,11G1 -''' N, 44(A. BCAP . , SCHEDULE OF DRAWINGS VICINITY MAP BOSWELL DESIGN SERVICES, INC . , 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 - 6932 LAHBOS @ BELLSOUTH. NET 2, u 14 )k.\ itFERE.,(0 UTILITIES PROTECTION CENTER 1-800-282-7411 ■ / \ 0 BENCHMARK NAIL IN p p TAYLOR STREET ELEV 40 ' 8.96 ti NAVD 1988 SAN, 1VM/H 60 _ 6fO� �o TOP ELEV 6.7 _ 6• 6 00 4 6• 6 0 7---,__ + + 0 6� o0 cci `'i• \ �O• 6 ., + ,`t el' �p o + 6 ek + rl W +\ • c- 5/8„ R.B +— o°' + 86° 6 64) 6. cc S ORATE — el ATE INLET o 12 6. 9 8 ' X X --. "" x -------X ....x 6� o r . 0 TOP ELEV 6.80 q. to — 15" P_ ___. - - _ - - - — 6� ��/ • \ 61)c ----- _____ _ _____ _ _____ 1 _ _ _ _ _ _ _ _ _IE 3.4 + - - —_ - - - - - _ _ _ 112. 62 _ IE 4.40 + + �o -- --_ 75: — 6 - C� o �' 6 W Z + 4• + 6� IE 2.93 . LILT > d N ±2+ \ 6� o GRATE C ) 0 0 0 0 EXISTING `, + +6• + INLET D o CO J ABANDONED �� �' < ' WATER MAIN TOP ELEV 6.58 CD U) (5) m PREVIOUSLY I AREA = 10,503 $F z = N + REV OVER S IE 2.82 (1 g META z z N GRATE INLET L TOP + STORV LINE ) o z 0) m I � I n 2d = ELEV 6.98 L� '�' _� ASSUMED ,Q IE 4.48 AREA = O � � \ 0,503 �F C.� I .�w \ +6 66 \ 69 ,cYoNcj LOT 2 CO !0., +6• + Pjp I �, I O "4" 6 cr \ o V DRAINAGE o .� �,� �o +6 STRUCTURE +6 u TOP ELEV 6.42 jor I N ,....,. +�� 0O-0 IE 2 I Q co N iri �, .17 + C o � D ■ N C ° U sl J p I 7-'13 d J I W \\ YA1 Ill ' < o Q \ •,...1\ +6� I �, �\ / I I + 6� \ I ON O)Z; Ix 6ti 6°` IE 2.57 (18" PLASTIC) O +6 / + 6•,.% ‘4•‘,\ 6 I / +6 GRATE INLET z 6 , 0E<:' Q + ♦ I o� +66 0 \ +Cz)? I TOP ELEV 6.09 Q z °- + el ar I Lou, (f) ,nJ ai 6�� o Q N 0 QJ zJ (!1 J � � 6�' 61 A'bIE 2.61 (24„ CO o < W I 4 / °NY ,,.. .4c>" 4) +-lb. 0) . \ Jolc;?////'' C5 c4P b• -1\ I LOT 1 V / 7 , \-C66 Project Information:+GENERAL INFORMATION NOTES: ' / � P,I,N. : 4-0001-11-013 CONTACT A MINIMUM OF 72 HOURS 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. + / �� Survey Information : PROJECT ADDRESS 0 Taylor Strest PRIOR TO DIGGING Q, / ACS p4iTO is 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, �'� �j,+ y 1, Surveyor Reynolds Surveying ZONING R-1 Jam` Cfi^ 3, GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN O ' 2, Date of' Survey : SITE SIZE : 0,24 ACRES TOTAL / SUPPLIED BY THE SURVEYOR, o� 6 v'� ��,,, � 3, Survey Datum NAVD 1988 ESTIMATED DISTURBED AREA : 0,12 ACRES cgs ono itliaRtlao �''' SETBACKS : STREAM BUFF' R ENCROACHMENT NOTES UTILITIES PROTECTION CENTER •NOTES: EASEMENT NOTES: FRONT 20 SIDE = 10' 1-800-282-7411 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE SIDE = 10' 1, NEW STRUCTURES ON THIS PROJECT DO NOT ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND REAR = 20' ENCROACH IN THE 25 OR 50 FOOT STREAM UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, ITEM EXISTING PROPOSED EXISTING SITE PLAN RECORDING. BUFFER. F,Q R G I 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL 111 = 101 BUFFERS N.A. V ��1ST, 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. F, EXISTING UTILITIES PRIOR TO COMMENCING OF DEVELOPER ant Robinson .�`•" FG : 2. NON-EXEMPT ACTIVITIES SHALL NOT BE • CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO tit'" 12.3 OWNER ADDRESS : 20500 Cot Road #15 * PROFES904. *• WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL TRAFFIC AND RIGHT-OF-WAY NOTES: CONDUCTED WITHIN THE 25 OR 50 FOOT BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, Lutz, Florida 33558 Kt) iS' A`CONTOURS 12 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE STREAM BUFFER AS MEASURED FROM THE GINti��3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PHONE : 813-949-8002 POINT OF WRESTED VEGETATION WITHOUT g >, WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR PERSONNEL. FIRST OBTAINING THE NECESSARY VARIANCES GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE DRAINAGE FEMA MAP NOTES ; 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED ' AND PERMITS, CONTRACTOR, FLOW -.�f- — — - ■°�1---- FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, ARROWS 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA OF ANY WORK WITHIN RIGHT-OF-WAY, DRAWING NUMBER DO NOT ABANDON UTILITIES IN PLACE. "AE-12" ACCORDING TO F•I,R.M. COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008, (88 SPECIAL CONSTRUCTION NOTE; 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF DATUM) GUTTER NOTES: IF THE CONTRACTOR KNOWS OR CAN REASONABLY CONSTRUCTION, PARKING TPS 2. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN 1, OUTTCr23 AND DOWN3rOUT3 O1IALL�Dli T UTILIZED TO DIRECT C NEW BE IN THE EXPECTED TO HAVE CKNI KNOWN OR CONSTRUCTION ERROR,TR T DISCREPANCY STAKING OR CONFLICT N TO SCALE: 1" = 10' C....,2 12.3 0 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. SLAB SET AT 12.0, (88 DATUM) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 8E ENTITLED C, OUTTCPC CIIALL BC INCTALLCD CO THAT ALL DO■yNCrOUTC TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK X TREES TO BE REMOVED, 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ARC C'LAOCD ON TIE OOUTII, CAST A?49 %'C3T 310C3 or HCW REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY o 10' 20' 25' ANY CONSTRUCTION ACTIVITIES, 3TRUOTUT:C TO DIRECT Roor ROOT RUN or r. OR CONFLICT, 2 OF 8 SHEETS CONSTRUCT NEW BE N BENCHMARK . • GRATE INLET NAIL IN ,p p TAYLOR 9 OVER EXISTING / STREET STORM PIPE ELEV 8.96 4 0 R w TOP 6,30 NAVD 1988 SAN. H 0� 1,E, 3,32* / 6 66� 4o TOP ELEV Co. 0 6.74 7 + + .6 66 6� °�`b el•\. \� + Co. _0 6. 00 -F \ ( Co. ., + •. q• +\�• v 5/8„ RBA 6 s 88° 6' 0 23 03 N x x --x-+-_ �t 5: x x = X 6• X39. 80 • , � GRATE INLET ,� 128. 98 x - ' x =x — --.x 6 . 0 "•' + 5/g RBA --�TOP ELEV 6.80 �t .� — — — 15 PLASTIC 6� 0 IE 3.4 + \ - -- - -- -- - -- -.._ - --- - - _ _ 11 �. �2 � 0+ + — __ - - 6� RBF IE 4.40! o — -- _ __ __ �►- LL1 + +�. CONEW +6� U o•+ A ■ 20" DRAINAGE Cc).. GRATE INLET �- +�`• 20' BSL , ; EAS E. NAGS OVER EXISTING `�°' "19:(15" .FETAL � w � z EXISTING PG / / NT STORM PIPE ) 6q � ATE > d N I( INLET w CO ABANDONED i� 6,5 / //! J, ` / / (( , / TOP 5,80 A— + +6 + � C“.9 ° 0 WATER MAIN ,1 ,' / / /r// l //, l /; !'/' / ( C 1,E. 3,15 TOP ELEV 6.58 Q o r; (BRAT ! � / /' / / ,1 % ,% ' cu I \D �G AREA — 10 5 can LLJ E INLET 5,8 10,503 IE 2.82 (18" ME < _ @ -f- / / / , TOP ! �! / ' '� ' % , ///1/11, ./.` l: i ' //i;" ;' ' Q TAE) Cn z ¢ N cc)ELEV 6.98 + I I IE 4.48 � , ,' 1,% ; , ; ,f _/ ; , ; , ; ! / ; ; I--. ELI o z 0,— 2 / , � !� ,,,:ti E ! (-, 11'0/;� ( � �!` % ;'��' , ,� iii � � I� �I n < Q / ,l l ! ,r / / / 1i, , ,.- l . l / CO SWALE A - t 7 , ,` �ylJll; lJ ( ! i ! i ' � ! ' / (J ! � ' ; r' r; ' li /- � � (0 130 LE AT 0.23% l ! / ` � l l 1 l i / _ • Lii ' l l / / r t/! l / ( r / / , / .' , , ?' / .rj.�,b• ( /,/' ( `` . /� T D / / ! l I / /' t / / `i Jr / l / i ,' 1 1 ! J ( / i ` 1 ! r-^ 1 t Co. 'J 6,80 flJ r ! / , , , , �, , / � % ' "-•� + � (� • J / ! / / i /( / r/ /47l /, / / , J / 1 / t , ,' / , / + V 1 \ ' "II,', / � ' l �/ / , J` ' / j / TPS; , , , l i LOT 0 Q , • / 6•,+ 1l / i • 1 , ( l 1 I CO 6 / / .,�„ l � / i ! i" l � 2!5 / r? / ' f /, i, / ,' , i G,� I O J P �.J .. / / ' / / i /' ' /(` / ,J / 1 , ,( r' 11 ,', ' j 'r, / i It l �J �1 . + ,�� ��- ,�o�ot-l ! / l • , ; , 1 ; • • l , 1 6cb , , . ; ; , DRAIN { E + ` ,o+ �0 e f.�. ! ; '& , ! / i / / : ,; + ;' / /i / J ;, A STRUCTURE 6 W , \ 1-- 0-\ . _, = ( �JJ / I,' % ts ; . !, / �Il , ( ; , ! , TOP ELEV 6 I W ; o ri jo , ! .: f / !I / J/ 'O/ r/ /! l' lO I / l / , l . J� /'r J % l l i / 2.17 6.•�• r_ t•✓ / 1 / , ! / I l/ �C . / I l t / l ! / ! i l l r t Q z p� o i - / :' - / 1 / / / l J / ( / i j` f ' ,' / ' ;` i ! ,i' ' - a Q t�lf ( - . k$,:','::'1,,,!--:,.. _ ( l l ,1 / ( i 1 ! 1 f ! 1 l ( j' / i i 1( . ( / v U;.-...4 �_ {: ! ' , / !, ' / l ! J', ! 13/9Q/, '+,�m c n, / ' % ; ; ,' \ lV� z 1 6 �i :::,.,,/- ! r i / l l / ; 4 y 1 ' T Pte` l . ; / / i ; j j /` , ;�,•/ ` i`` , / , \ ,,,ii DRIVE TO BE 6,9 \1-''' '' o o / / / / / / ! , / / ' /j , ' / , \ � /• �- / / 1 1 1 / ! j r i r r f' ! ' 6� '1.0 `\ , O PERIV FABLE PAVERS �d� l l l ! ' , J` ' ! , ,' ;' 1 J + / AND 25' WIDE (max.) c9 spa l l / r1 / l ( ' / l J ' l' l \ lb AS PER CITY OF -I` 'f ! / / `' / ' ( ' ` // / b• ti 6� '-p- IE 2.5 7 0. / ! / , ; / / 6 (18 PLASTIC) TYBEE ISLAND o + I / / / / 1 / / / / i` N (0• / + \ 6 0 Ili / /l/!�` l / - / +6 CSR ATE INLET MATCH EXISTT \G +6. / / °�� 6 \ z ROAD ELEVATION i la*" OC +6• �� \ TOP ELEV Q d T P TD 4\- * O� . 6.09 z W. 6,9 6,80 + r I- Q PG /R CJ 7 '•• +C°. In W� o E F- 6,5 I w F_. m o U) 6- (� t * °3 z o o LL 0 o, I \ o 2 izOlz w 0• \ 61 S� ,' IE 2.61 (24" cO ° N U) EXISTING- FINISHED \ 2 �� •� }— m Lii GRADE GRADE / Q, / �(\,6 +6' �� n VARIES VARIES i ' YJ ,1-* O ` >- o I s 3a LOT 1 ,,,N.,;-,,,,, „ ,tom a c} i - '_ • t t, l P C ^ \,i/�\ 1i/ 4 4 --V-P ie//\\i\\\ e„---,,3 �s � I G ELEVATIONS SHO ` NO/v "J rocO \c;>. ON PLANS �P + SWALE "A" DETAIL + • / not to score .4 STREAM BUFFER ENCROACHMENT NOTES ; CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 1�, '� GENERAL DATUM NOTE : ?RaTrcr, a\0 ,.I' P G 1. TOPOGRAPHIC SURVEY IS BASED FEMA MAP NOTES 1� EECROACHC IN THE 25 OR 50 PROJECT FOOT STDREAMT ,\�S �f�p � o O 1� +�6 6,1 ON NAVD 88 DATUM. 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA N "AE-1211 ACCORDING TO F,I,R,M, COMMUNITY PANEL NUMBER BUFFER. �� 2. FEMA ELEVATIONS ARE BASED 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 ON NGVD 88 DATUM. DATUM) `�< '*' GENERAL BUILDING INFORMATION NOTES: / ._ � 2, NON-EXEMPT ACTIVITIES SHALL NOT BE NOTES( 3. TI IC CONTRACTOR 31IALL VCRIC-Y 2, THIS SITE IS IN ZONE "AE-12'1 AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 50 FOOT UTILITIES PROTECTION CENTER 1. PROPOSED BUILDING FOOTPRINT = 2,600 sf (envelops), _ _: _ _ _ = THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION i-800-282-7411 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, PROPOSED SITE PLAN SET AT 12.0, (88 DATUM) STREAM BUFFER AS MEASURED FROM THE . 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED .D I '`0`_ 6+" —��+""-R•�- POINT OF WRESTED VEGETATION WITHOUT PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND! UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 111 ° 10` .DURIPJO CONSTRUCTION,' 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO GEORGIA ORDINANCES, v ANY CONSTRUCTION ACTIVITIES, FIRST OBTAINING THE NECESSARY VARIANCES ,,..0 R G 1 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS. �,c- IS7-4--4)F 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT BUILDING PAD NOTES : J J2 "' WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL 1, aU?LD?NO t'ADC HAVE f3CCN A:/;UMCD TO DC TRAFFIC AND RIGHT-OF-WAY NOTES: EASEMENT NOTES: I �RO�ESSId1k BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 10.IS- 1)- 2,000 or rOl :.OIICMATIO PUf rO;,c3 AND r0f? 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE F �� GENERAL DRAINAGE NOTES; COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ! '��i E WITH THE OWNER, ALL COORDINATE TEMS NOT TO BE RELOCATED OOR PERSONNEL, RECORD EASEMENTS ENTS PRIOR TO FINAL PLAT APPROVAL AND 9,pk A. B0`)\` 1, THE NEW CIUILDINO WILL f?cCULT IN AN INCREACC f?uN Orr or 2, OAf?AOC rLOOT2 CLCVATION3 (IAVC DCEN OCT GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 0.93 efe DUC TO INCRCACED IMPcPVIDUC AR?CA DUT?INC THE 4C YEAR CTORM. CONTRACTOR, ON TCOC rLAN3 AO A MINIMUM rINIDIICD [-Loon 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. ELEVATION, ' FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 2, THE CITE )'VILE NEED TO BE GRADED AC CI1OWN AND AC DICTATED 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, OF ANY WORK WITHIN RIGHT-OF-WAY. Z3., OAf?AOC [-LDOf2 CLCVATIOPJC ARE TO QC DRAWING NUMBER "" - _ DO NOT ABANDON UTILITIES IN PLACE, GUTTER NOTES: Arr OXIMATCLY 4" OCLOW rINI3IICD rLOOfZ3. SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 1. OUTTCf?3 AND DOWNDf'OUT3 OH ALL DC UTILIZED TO DIRECT NEW 3, THE rnorooco OUILDINO WILL HAVE TI IC NEED T OUTTERO AND CONSTRUCTION. •. •• - - . . - 4, BUILDING F.F, ELEVATIONS TO BE SET AT A IF THE CONTRACTOR KNOWS OR CAN REASONABLY DOWNDf'OUTO TO DIRECT RUN Orr, MINIMUM OF 1' ABOVE F,E,M,A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' . C ... 3 1. OUT(ALL rOf? THE ('f20JCCT WILL C3C DICTATED BY C)(I�TINO 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. 2,_OUTTD O AND DOWN3f OUTD 3IIALL DC ADDED TO THE NORTHERN OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO - REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED CONDITION.3 WITHIN THE CITY Or TYBEE EXI3TINO DRAINAOC X TREES TO BE REMOVED. TO THE NORTH, T1113 ID TO REDUCE IMrAOT TO OTIICRD DIIOULD TIIC 5. CONTRACTOR IS TO VERIFY F.E.M.A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK CY:TIM AND CA:EMCNTC. -_-___ - _ _ --_--- AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ACTIVITY, OR CONFLICT. • 3 OF 8 SHEETS ,$'OIL EROrS'ION LEGE.�VD 0 TEMPORARY SEDIMENT BARRIER Sd1—A BENORMARK TEMPORARY HAY BALES s NAIL IN p p TAYLOR / STREET CONSTRUCTION EXIT Co ELEV 4 Q R W 8.96 / LIMITS OF MULCHING Shc-A C L, I C NAVD 1988 DISTURBANCE SAN M H Dal 60 66q r10 TOP ELEV 6.74 WITHUTE TEMPORARY SEEDING STABILIZATION Ds2 4• WITH TEAM 6• 6 00 + ' .� 6• 6 , 00 DISTURBE AREA STABILIZATION Ds3 7\ + 00 WITH PERMANENT SEEDING z • 0 Co. o q. \' 0 + 0 ° 4 DISTURBED AREA STABILIZATION Ds4 .� \ rl• 60 + - + + •• WITH SODDING rt ui +\ : » L�� ;,.v._,.�. � -X- —I--•�.... S 86°23 '03 "E 1 60 CHECK DAM d—S =. A -....... A .�,— `.Y"""—'..r.�...H"'.-----,WAY X..,.. x m x — _, x""' �.. ,�,.- 6• V . l/ O V GRATE INLET \ / A A A A LLA�r`P`4 .a_` -- x , - - 4 STORM DRAINAGE OUTLET PROTECTION b. ,t..........„ % / r�l A A - A A - _-. .�.D■° F�/8" RB� x'�`i--�--x --..-x ------x -... T TOP ELEV 6.80 • ..1_ ` 15" PIA` IC A " A INLET SEDIMENT TRAP $� v 1 IE + \/a\ ` Du e - - - �� 6 — — — _._. _.. _._. _._._. SEDIMENT TRAP Sd3 (3 o -, �' d W IE 4.4 0i� + \ \ + D 81 4• , — GEOTEXTILE w z + �-- > K + Sd2-F C >_ (0.- N z } d Z 2 1 �2 Q' A I N A G E 0 CHANNEL STABILIZATION /�1i� � nC� co \ �> :� ;C\ ? B S L E A ' Co- VEGATATION ( ) O .I?s \ .5. ' �_ / S E N T e I CONCRETE E RIP-RAP 7 d O CO co EXISTING { r\- ?� >_-'\ >--- ��_ ;� m Lu ABANDONED l ` LEVEL SPREADER U m WATER MAIN , , \ Th . ;' -- _ Du LIMITS of z = cv �� 4 _ T�� DISTURBANCE AR RETROFIT . TwT z +- Q RATE INLET ��' < C:). Del o z m } + �I De2 Q I— DUST CONTROL Du ,- d—1 TOP ELEV 6.98 +� ?-, { LET 5 -A jw h IE 4.48 AREA = 10,503 LL 1 's � Co ti �F o I Sdi-A CUC 6 Cuc CUC +6 yIc a 6� O ` i + 6• \ 1•--� Erosion and Sediment Control Phasing- LIMITS OF \ O, `V. \ +6 + I initial Phase (Phase l� W ' cb I °o DISTURBANCE +6 �\ e DRAINAdE 6�' N ..� �� L,`�Q f ETRUC'TURE + 7, This phase shaft include Silt fencing and construction a +b. I TOP ELEV 6.42 exits and sediment and detention ponds to be installed = 0 ' r �0 , cn IE 2.17 prior to any land disturbing 0 0 �' O, activities to prevent sediment from leaving the alts, U I ° z J < i \ o < 0 N \ \\,) �� intermediate Phase (Phase IT) - \ \ 1, This phase shalt include construction of any outlet„, \ \ +6 \ \ \ structures, retrofits, check dams, Inlets w 7 iyI protection and temporary grassing. Q Sdi-A •gyp \ c9A f + Final Phase (Phase III) z I \ /+6. 1, This phase shall include outfall protection, any revised o + ') I inlet protection and any other permanent devices. J LI�(IITS OF / 6 C U. C DISTURBANCE , d x z + \ o / � wO 0 / \ I. W � I / SPECIAL SOIL EROSIO PREVENTION NOTES U � N �C� z Du 6� Oj/ w m _I z A* Dal +I / �OJ 1. The state of Georgia requires that the initial soil erosion prevention m z o li- measures shall- be inspected by the designer within 7 days after < N o / t S dl-A �( • installation, z J U) -I I- w Ds2 6 `� i-- 0 O ` Vi // 2, It is the responsibility of the contractor to notify the soil erosion p H. W f11 --I o 6. `7 ,,,,% IE prevention plan designer within 7 days after the initial- soil- erosion -J m I + / /, �� ``�, measures are in place for inspection. ��- z I 'L.\ I o � � o`� 6 �jy 3, Soil- erosion prevention plans shall- be kept current and on site or crj V f , '�� +, y” readily accessible at all- times during the duration of' the project until- 0 \ s, \V �� W I �j o after final stabilization has occurred, �� FJ 4, Primer ermittee must rovide a co of the soil erosion revention 0 \\\,‘ % ,� plane to each aeo endary permittee, py p 0 C U C \ .2,_\ \--\ � �� 5, Contractor is to keep a record of hie inspections of' the soil- erosion ,,4, 6 control measures to include at least the following: 6 a, date and scope of the inspection � P + b, name of person performing inspection CONTACT A MINIMUM UI 72 HOURS•„, /� C, major observations (including noncompliance incidental PRIDR TD DIGGING -f- / • ty. LIMITS OF Inspection reports are to be kept current and on site or readily ,E ,s4 of ,,,,)� ¢ accessible at all times during the duration of the project until after final- a `p DISTURBANCE stabilization has occurred ct, LEVEL II otio 6 CERTIFICATION 6, Sampling of the outfall is the responsibility of the primary permittee cc< ,.> '�o titi +'L S d1 �'` NO. 2104 and sampling requirements are to be as per the NPDES general permit, U ‘1'()* UTILITIES PROTECTION CENTER ISSUED 11-5-05 1-800-282-741 1 STREAM BUFFER ENCROACHMENT NOTES : 7 + .c EXPIRES 11-5-11 7. Silt fencing is to remain in place until final atabiliazation. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I 8, Waste materials shall- not be discharged to state waters except as (1;( R G iq 1, NEW STRUCTURES ON THIS PROJECT DO NOT In = 101 authorized by a section 404 permit, a SR� , r ENCROACH IN THE 25 OR 50 FOOT STREAM REQUIRED SEDIMENT STORAGE CALCULATIONS 9gws�Ana ES pMcCtanl�cnregulationscompliance with waste disposal, sanitary P OFE BUFFER, K): 15-.12 SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE 10. Great care shall be taken to prevent oil spills and leaks. In the event ci ti���.,SILT FENCES. that a spill- shall occur, atop the spill- source immediately and implement A. 80 2. NON-EXEMPT ACTIVITIES SHALL NOT BE REQUIRED SEDIMENT STORAGE: B a and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM WETLANDS NOTE: ACRE SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER BUFFER AS MEASURED FROM THE 67 C.Y. X 0.12 ACRES = 8.0 C.Y. REQUIRED POINT OF WRESTED VEGETATION WITHOUT AMP REMOVAL NOTE ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS SILT FENCE AND DETENTION BASIN SILT STORAGE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1. RETROFITS, PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LENT IN 440 LF SILT FENCE x 0.09 CY PER FOOT = 40 CY IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C.4 AND PERMITS. DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED _ N M DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED. TOTAL SEDIMENT STORAGE = 40 CY TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK PROPER PERMIT APPLICATIONS AND APPROVAL. 40 CY (supplied) > 8 CY (required) REQCIRED TD BE RE-CONSTRUCTED BECAUSE OF SAID ERROk, DISCREPANCY 0 10' 20' 25' { p � � 4 � OR CONFLICT. ' 4 OF 8 SHEETS BENCHMARK Y�O O S T E T S'OL EROI ON LEGEND SCTAONP• EML/EH V 6 TEMPORARY SEDIMENT BARRIER Shc A NAIL IN P p 9 /� TEMPORARY HAY BALES Sd1 Hb ELEV 8.96 LIMITS O F Sdl-A NAVD 1988 DISTURBANCE CONSTRUCTION EXIT CO �\ ° `°� b MULCHING e( Del + • 6 0-00 60 p�`� D TURBED R AREA TABU�IZG TION Ds2 7, + •0 Co* 0 60`� A. �` t......... + 0 A DISTURBEDM AREA STABILIZATION Ds3 6% + _ -F + •• WITH PERMANENT SEEDING o_ 6 DISTURBED AREA STABILIZATION De4 sd _ 6� S 88° �03 ,,• � • 6• �tiTH SODDING x — _ _ 239. 80 CRATE INLET .• " ._._.. A A A --_A 2"°, UM------- — - - -R- ._.. el CHECK DAM d-S�w.• 6• A —....� A .�,�,�e A '_- ti...T-----V,r,-.,..,_ 1 �Jl" """' x' -'!-x-+.�... .�,__•�C U ` 5/ RBA x ..--alt STORM DRAINAGE OUTLET PROTECTION TOP ELEV 6.80 A.Vflik r.. + $TI i���r _ Sd2-F A A A ._..._. A A -IE. ._. .�. _._. 15 PLA a 7' IE + - - - - - _ 12. E 3.4 � . I 1 / _ _ _ _ t1) INLET SEDIMENT TRAP $d2 / �' co. Ds2 — — — -- _' LIB IE 4.40/ \ SEDIMENT TRAP Sd3 U o -4 (+ ` �► ` �_ 20' /20� DATNAGE o GEOTEXTILE !' - W Er) L r _ ' ESL EAS — I 6 > > _ EXISTING + l _ � _ EMENT d I- �--- t - CHANNEL STABILIZATION D } Y�a� VEGATAT►ON � � � � Q ABANDONED Al -�_ �-� > , ROCK RIP-RAP - CC CD (1) WATER MAIN -+ - _c)-- _ 1 �_, \ CONCRETE d -� ,-\ /---1 <, I _ 0 LIMITS O F m W w ( � )--'; ` I - LEVEL SPREADER � , � � DISTURBANCE AR; � � m CO m GRATE INLET 6• ILI I z N �' 4 J--< r + �� RETROFIT Ds2 � I- w o za� m TOP ELEV 6.98 + �� LO Z' S 0 _ \ L 1 G DUST CONTROL Du Q Q IF 4.48 A ��W I © -i > J AREA = i 0,503 $F d Co ti ..N Sdl-A .1 U) +6' �cn 1\ +6� W�0 + t +00 Cr) 6• \ �. 0 t + • 00 6 I I � 00 LIMITS OF 0 0 . \ +6 + f Erosion and Sediment Control Phasing DISTURBANCE +co. �` o V DRAINAC 0 �� �a + i E STRUCTURE +6 Initial Phase (Phase I) I , o J TOP ELEV 6.42 \ V Q IE 2.17 1, This phase shall include Silt fencing and construction �; �' gyp` iexits and sediment and detention ponds to be installed D c- prior to any land disturbing s o p g S\ \ activities to prevent sediment from leaving the site, U z 1 CO o ' o _, N Intermediate Phase (Phase II) 1, This phase shall include construction of' any outlet - Sd1-A •C 7 \\\ ._.,+ structures, retrofits, check dams, Inlets - c9,\ protection and temporary grassing. w \ i \ + q, /+6• Final Phase (Phase III) z Ao • \ LIMITS OF 1, This phase shall include outfall protection, any revised M / P p , y 6. DISTURBANCE / inlet protection and any other permanent devices. o + . \ I I o o / .c.1. fl/ \\ \ +r. !IV = 'Vi , I— Q Q z / �� SPECIAL SOIL EROSION PREVENTION NOTES : c(D z o il\ I Ds2 < S d1-A 6 �( . t The state of Georgia requires that the initial soil erosion prevention o �O(� \ measures shale be inspected by the designer within 7 days after Q N - / 6 \ ,` ti I installation, J -I i- /* IE z _ _DI Li �` /' 4) � 2. It is the responsibility of the contractor to notify the soil erosion p H W Ela J a/ / Q prevention plan designer Within 7 days after the initial eoiG erosion J m Q (� \t4\-f. I � �° �° �,� measures are in place for inspection. }� z Al , � \\ i �� 3, SoiG erosion prevention plans shall be kept current and on site or (n '�' ��� Fj / readily accessible at all- times during the duration of the project until- 0 % ' after final stabilization has occurred. w J �` A. ,0>) � v 4, Primary permittee must provide a copy of' the soil erosion prevention Q '4 �� plans to each secondary permitter. O � N��� +6�O 5, Contractor is to keep a record of' his inspections of the soil- erosion control measures to include at least the following. • a. date and scope of the inspection + / .0� LIMITS OF b, name of' person performing inspection CONTACT A MINIMUM OF 72 HOURS iCk \, + major observations (including noncompliance incidents) PRIOR TO DIGGING DISTURBANCE c. j g P �SpppTECT/, cf g Inspection reports are to be kept current and on site or readily 0 , N1 '�' accessible at all times during the duration of the project until after final- . "p ,y,6nti 1> +�6. S dl_A stabilization has occurred u a is the responsibility of the primary permittee ct4 4> - 6, Sampling oftheoffu t p ty p yp and sampling requirements are to be as per the NPDES general permit, �`UT "°'� UTILITIES PROTECTION CENTER ENCROACHMENT OTES °` 1-800-282 7411 STEAM BUFFER N 7. Silt fencing is to remain in place until final stabiliazation. SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE II 8. Waste materials shall- not be discharged to state Waters except as ��0 R C iq authorized by a section 404 permit, s T 1, NEW STRUCTURES ON THIS PROJECT DO NOT = 10' LEVEL II RF, •, • STREAM CERTIFICATION 9, These ES & PC plans are In compliance with waste disposal, sanitary ° 'E ' . 1* ENCROACH IN THE 25 OR 50 FOOT RE M BUFFER, ISSUED 11-5-05 sewer and septic tank regulations, ��t I,S,S E be taken to prevent oils ills and leaks, In the event Nci�% EXPIRES 11-5-11 10. Great care shall t p p 4 ti that a spill- shall occur, stop the spill- source immediately and implement �. B0 2• NON-EXEMPT ACTIVITIES SHALL NOT BE BMP'8 and clean-up for the spill. CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER BMP REMOVAL NOTE POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY FIRST OBTAINING THE NECESSARY VARIANCES OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1', = 10' C . 5 DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK AND PERMITS, PROPER PERMIT APPLICATIONS AND APPROVAL. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 10' 20' 25' OR CONFLICT. 5 OF 8 SHEETS 0 $'OIL ERO IOiV LEGEND TEMPORARY SEDIMENT BARRIER Sd1 A BENCHMARK TEMPORARY HAY BALES Cif-FIb NAIL IN P p TAYLOR STREET 9 / CONSTRUCTION EXIT co ELEV 4 o w CONS RUC ON E LEV 8.96 LIMITS OF Shc-A NAVD 1988 DISTURBANCE SAN. M/H MULCHING Del 6.�ti 66� o TOP ELEV 6.74 DISTURBED AREA STABILIZATION Dal b. O WITH TEMPORARY SEEDING CO 0(6 DISTURBE AREA STABILIZATION D$3 7-� + + + .� 6 6� 60� WITH PERMANENT SEEDING o el� \\ O + .� -f- .� DISTURBED AREA STABILIZATION D$•¢ `�• Co. + + WITH SODDING +\ . - IIID■.-Wit-...�a. 111X Um---X ..�" X —r O E 3 9. V 0 ? CO CHECK DAM d—S GRATE INLET / " " ■ A ---• A .----1 2 �i +r+.-�.. �. ----E���`. _—"-. �R•... "Ir 6g STORM DRAINAGE OUTLET PROTECTION a TOP ELEV 6.80 IP& + ` 15" PLMTI gI l' Sd2-F " A A A -_._. " /8 RB -----,r j 8 — 1 — — _ — — 1 INLET SEDIMENT TRAP j v 1 IE 3.4 + - I 2. E W / �� 6pK Ot" — — — — — — i.-:-.0f.,...__ - SEDIMENT TRAP Sd3 �„� 0 IE 4.40' GEOTEXTILE W z '1 Lij + �--- r--K D84 + Sd2-F ® Er > Cr N = el- I"lam l , DRAINAGE + �N, -_; 1 201 t� S /2 0 Cp� CHANNEL STABILIZATION CO F n Q O CCi° !J / EASE M E N T VEGATATION V 1 EXISTING ,` —I = d �- _, ;` / / f CONCRETE RAP D O (9 u) i ABANDONED �� > ;' – rn ,/ , � j ,C�' W J6 /\ -----( ! -( -\- �� -__ . j' ,r , it / i' /` LEVEL SPREADER V (� m WATER MAIN `7 ,>{ ; >- �--- ,__*_ / 1 /' J+ . l Da3 _ LIMITS OF d = j��_' t� i / l / i` / l j, ij l ;` , 1c DISTURBANCE AR. C z d N w l r0•/ r' j j i f O t., (L} , RETROFIT ( T T T- 0 GRATE INLET _�� �> ,+ ` ' ' /' ' 'i / I o L.J_l o z m a el / 0I z rn TOP ELEV t j LoT! l 1 ,, l ' r ' l ' l / D a4 Q i- DUST CONTROL DuJ < IE T LEV 6.98 + � { / / / , /' / z ,� } 4.48 / � / ' / QI O 4 , / , / / / / / /ARE ,' , /' .�/ „,/ , / /\ / / / / t /` / , / ;/ 1`0;,503 / �F! , if ! i ; ; C,0 - LLI '-, 1-1 I f' 11 / / ' "l / I , j , / l I ! , , r/ l , ; i /l / I Q �/'\) • / ! / 1 I l j r' r / j / t t t l / ' 1'' l /1/.17; 1f l i' 1 / r' / r O �/ J ( / / / / / r / ` / / it J / / /( // r 1, ! / .1' t 1 , r / / r^ W f u.// i l / jr / / / /' / / / /,'r /` / 6/ I ' l , / /' lr ,i l/ / / l rt E--i !�j 0 I\\,, // / rt J/ ' / 1 / / / / /j / (' I l,/ t l l l' t l/ l / l / l / it r t r e Erosion and Sediment Control Phasing CO tp I l l / l l , l , , i ; //l ( ! , / ! !l i it / l ! `l l l+ I / I , / / i' / I LIMITS OF 0, ! / / l ! ' l' ' / l /I ' ' / / j t /, , /' j. t` J` / / I 1 , j I , t t CAD,. W I \ 111 / , i l i / ; .' i l / i . / ' / , / I Initial Phase (Phase I) Y I 0, DISTURBANCE °� ♦ / / + / / / I / / / , I W 0 / J / / l / / / / / , / l l DR NACRE 6�' c�^ / / j / /' / /�/ ; / AI N + Y • )O :=_-'rL- l ( ; % l j j j l!` llr i l ( l'� li t�Jf,` / J' rQ! I ll' l llr ,` l/ i �TRUC�T�TRE + �, Th!8 phase shaLL include GILL fencing and construction o ,, l' , / +l l I TOP m ^ r . t --. / ..yfF / / t r r / / ! ` l .l l l l .i ' l f l / ` I / t l' tj / , l I oP ELEV 6.42 Q N _ j` i J l l j l / / l /l l l '; l , l / j r ; / / / l / 1 IE 2.1 7 6 42 exits and sediment and detention ponds to be installed o N % j` 0 0 %/_, r / / / / ' / / l / / / // / l' i / j / l l / / / ! l prior to any land disturbing in the site W N r Y 9 ,�* f ,1A--*- , � / l l !' ; I l l l J ( l l I :I '1 / r /' l / l' ,' / l -7 / / , / / / / / / / / / / J^ activities to prevent sediment from leaving t �� lY - _`_- r / ? / / / / J / 1f. l' ll /1 / l l / r ' lJ l �' ! r ; t' l ,` , i I \ �,� r N 4 m U o f,,.:J f / / , 1 f t l 1 W Z W ' ,{� `:, 1' v' — l / l l lI ' / / r( / l , / l ( / i l / / ! 11 i O \ , , / l` / / ' ' r % l / i r j / 1 ;° , / / / Intermediate Phase (Phase II)/\ / fr r. l ' II / ! ' / 1 i r l I r lJ l / / I \ j 1,-,-:,:, yr , i j ' / / f 1 / ' / / / j / 9, This phase shaLL include construction of any outlet -`/ = \,a.,_./, , ll l , l ill ` ; ! i l / / rdl j \ - {{ / / / / l i +i / /' / ', \ \ structures, retrofits, check dams, Inlets, , A \ ! 1 ?t_ T i l t l 1 1 r j / / ' /r / / l l / l / , �� W �- . .�_: !' / / , / l / l l ; l .Ill' ;�/ l / j - + protection and temporary grassing. w Sdi-A .c f: ' :�: ' 1 / ' l l ' ' i / / l / i l l t l l , 1 / j rO Q / r l i l , + V+.� ♦ .' r f l J I -1~ / / , / / / , , / / / I / Pinal Phase (Phase Ill) z 14‘\ 6 j ' l ' / /-}- This hase sha// include outfal/ rotection an revised A.o / / P fo r y+� inlet protection and any other permanent devices, _I ' LIMITS OF / < o a. +\6• \ 1i / h /I DISTURBANCE / < 1- p z < z / \\ \ 6• _ cs� SPECIAL SOIL EROSION PREVENTION NOTES C� z 0 + mw � o0L w III / �� 1, The state of Georgia requires that the rnlhat soil erosion prevention o id Ds3 I I S dl-A c?) installation,ee shall be inspected by the designer within 7 days after •D 0 < N Co. z >0., J I or H Qw m -j °� \ ` v �' IE 2. It is the responsibility of the contractor to notify the soil erosion O }- w 6' \Co'>' ✓ f orlon ._I m•+ /, �� prevention plan designer within 7 days after the initial sore erosion / �j measures are in place for inspection. z / oo v (� 1 I +,° '� 3. Soil- erosion prevention plans shall- be kept current and on site or 0 \\ C /� readily accessible at ail times during the duration of the project until 0 ` tl I / -O after final stabilization has occurred. w `.Z/ 4, Primary permittee must provide a copy of the soil erosion prevention O \\ .s �� plans to each secondary permittee. w \ ���'� >4", 5, Contractor is to keep a record of hie inspections of the soil erosion ��O control measures to include at least the folloWing. �''� ',� +6�O a. date and scope of the inspection CONTACT A MINIMUM �F 72 HOURS /(5 b, name or person performing inspection PA MI IM TO DIGGING c, major observations (including noncompliance incidents) ,,,,ii.,,,DI + / LIMITS OF Inspection reports are to be kept current and on site or readily ,‘ DISTURBANCE 1 accessible at all times during the duration of' the project until after final- ilit l`. b•S' stabilization has occurred o`�6 6�y' SJ. dl-A 6, Sampling of the outfall- is the responsibility of the primary permittee ciVe .�tcrozE 0) �c�. v� >� +� and sampling requirements are to be ae per the NPDES general permit, UTILITIES PROTECTION CENTER 7. Silt fencing is to remain in place until final stabitiazation 1-800-282-741 1 tx STREAM BUFFER ENCROACHMENT NOTES ; ' SOIL e OSION AND SeDIMieNT CONTROL PLAN - PHASE III s. waste materials shall- not be discharged to state waters except as o R G authorized by a section 404 permit, V�G�s '� t NEW STRUCTURES ON THIS PROJECT DO NOT 1jJ = >O' 1, te' LEVEL II 9. These ES & PC plane are in oomptiance with waste disposal, sanitary y $o.28372 ENCROACH IN THE 25 OR 50 FOOT STREAM CERTIFICATION sewer and septic tank regulations, �r E BUFFER, No. 2104 ISSUED 11-5-05 10. Great care shall be taken to prevent oil- spills and leaks. In the event q,�Nc I- , (/), EXPIRES 11-5-11 that a spill shall occur, atop the spite source immediately and implement A. 64 2, NON—EXEMPT ACTIVITIES SHALL NOT BE BM's and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT THE WETLANDS NOTE: DRAWING NUMBER STREAM BUFFER AS MEASURED FROM SPECIAL CONSTRUCTION NOTE: OF RESTED VEGETATION WITHOUT BMP REMOVAL NOTE POINT WRESTED ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 7, RETROFITS, PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' FIRSTOBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO — C. 6 /� DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PERMITS, PROPER PERiYIIT APPLICATIONS EANDDAPPROYA WITHOUT HAS OCCURED, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURR D BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. 6 OF 8 SHEETS • SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1. NARRATIVE: THE EXISTING SITE IS VACANT TH FEW TREES AND THE GROUND IS 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS GENERALLY FLAT WITH FLAT WITH SLOPES BET EN 0 PERCENT AND 2 PERCENT. THE PROPOSED PROJECT WILL BE THE CONSTRUCTIO OF A NEW RESIDENTIAL STRUCTURE AND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND WILL HAVE A PERMEABLE DRIVEWAY AND GRADING. THE TOTAL SITE IS APPROXIMATELY 0,24 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL MONTH OF �ONTH OF PLANTING TEMPORARY GRASS RATE LANTING PERMANENT GRASS RATE ACRES WITH THE NEW PROJECT BEING APPROXIMATELY 0.12 ACRES DISTURBED. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 2. DEVELOPER / CONTRACTOR: BILL ROBINSON JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 20500 COT ROAD #15 1 ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION 2"x4" STEEL STAKE N MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) LUTZ, FLORIDA 33558 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. FRAME ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS =�� FABRIC ~°° <:ea 3. 24 HOUR CONTACT: BILL ROBINSON AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE '° -� _%' :xt MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 813-949-8002 BY THE OWNER. SEE LAND DISTURBING PLAN. 1�1�: "°°'' "' `"F INN N N N. %%%%%; , <.,., ..,4 .. JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE `- =- - "''°\� 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER � °`°�%;�;%;%;*,: CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. EROSION CONTROL IN GEORGIA, FABRIC APRIL- BROWN TOP MILLET 40 Lbs./Ac JULY- COMMON BERMUDA (HULLED) 10 Lbs,/Ac 5, PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5. EGRESS FROM THE SITE riLL BE SUCH THAT ALL VEHICLES MUST TRAVERSE WIRE-BACKING AUGUST AUGUST CENTIPED� SOD 10 Lbs./Ac o CONSTRUCTION EXITS TO RE f OVE MUD FROM TIRES BEFORE ENTERING ANY PAVED CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBLIC HIGHWAY. DROP INLET w FRAME `j' �A E ct NTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. WITH GRATE BURIED COMMON BERMUDA (UNHULLED) 10 Lbs./Ac 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS -- 1 FABRIC ( I SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- OR 6.EROSION IMMEDIATELY CONTROL DEVICES AND STIORME�yAT�R MANAGEMENTNDEVICES ALL TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING ___ _ 1= "II ' FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac U. 1 CONSTRUCTION. THESE MEASURES ARE TEMPORARY. _____iniffilTfffl -`-'-' -� 1-I I FEW ; I c V INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. ..-.___ ° ', -- l (-_�1�E_1 �_� 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE - "~ ��_.._.� =1 I I-III-I 1 I 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS _•-, At GROUND DISTURBANCE OCCURS, THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING A - DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS �-- GATHER EXCESS PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AT CORNERS V T t_ T PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF 1 CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 1, FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EQUIVALENT (METAL WITH A MINIMUM / F U O PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY LENGTH OF 3 FEET. I . �-� ,- I- PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL 2, SPACE STAKES EVENLY UND THE PERIMETER OF THE INLET A IMAxIIMU1M OF 3 FEET APART / `moo >4 d' W THE APPROPRIATE PERMITS HAVE BEEN ISSUED. AND SECURELY DRIVE THE INTO THE GROUND. �� FLOW (� CO • N APPROXIMATELY 18 INCHES DEEP, ■ Q Iii '� Z 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CO STRUCTION 3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, F,�A�4E WITH 2x4 INCH WOOD STRIPS I '' ' �► _ PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, AROUND THE CREST OF THE OVERFLOW AREA AT MAxIMUM of 1.5 FEET ABOVE THE DROP �, �� ,,,�.�'� `-L I- NLET PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY INLET CREST, .r / • p (� CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER o A �, m 1L_� C� 0 u) 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM. 4, PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH ANQ,BACKFILL THE TRENCH WITH `' / �/ REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1 AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES of COMPACTED SOIL. /4' ?..cloot• k'nij r/ . N J• 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE I QS '.4.0 o••0%°•iO...•, CD u) 0 m 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR NEXT STAKE. • s• • .•' • ••. SIDE VIEW Q - © AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE 6. THE OP OF THE FRAME AND FABRIC MUST al, ELL BELOW THE GROUND, LEVATION DO jNSLOPE t !•• °.0°! c ..o.• • (,J) Z N FROM THE 0 ER OR ENGINEER PRESENT, FROM THE DROP INLET TO KEEP RUNOFF FROM ASSING THE INLET, IT Y BE NECES TO Q� ,,.• •.;•. E Q BUIL A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS ••000 o i�• ! • y LU O? Z 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED / 00000•,+••/.• 0••••• o 41.A7.0.:r• O CL1 FLOW. •s••o0;••• •1� • 4r • $..• % WITH SEDIMENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE ;• ••+iOC3 ••� jjo4p PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS % :.pO �• • •'» » " •., ap • ; .•• ••• ..;; Q FABRIC 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE NATIONAL ARBORIST ASSOCIATION (N•A.A.) IN PRUNING / .° \- • • • ` ' .. o,.••'•"; d FUNCTIONING EROSION CONTROL SYSTEM. .�° '•••° •'' • '••' / g / ,_..I STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF INLET ØEDIMENT DETAIL , :'' V ;: °0.:7 THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. •+f' •V. ° �� LL.� 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS Sd2 -F ��� 6« �N►�u� "'. ;°o!;oo'•:+: �- ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS FILTER FABRId WITH $UPPORTIN(I FRAME :•�. . '•�' LD TRENCH "LIMITS OF CONSTRUCTION", N•T•s• GEOTEXTILE UNDERLINER ��.:.�,�;.�;'• IN, °' 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER 4.S.A.R-2 (1EGATEa'� i PERMANENT GROUND COVER HAS BEEN ESTABLISHED, 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES COARSE AGGREGATE O WILL BE SEEDED, 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT NOTE: OVERLAP ts" AT FABRIC JOINTS CO STABILIZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION TEMPORARY CONSTRUCTION EXIT CONTROL GRASSING". 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED N.T.S. (C-CD 8 I o 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 o IM I MEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW U N 17. VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER u W WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY } CO m I 0 A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. o GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. °' . z Li; 0 I m a WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY 0 I o V) AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE 2009 2010 FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE SEPT OCT NOV DEC OCT NOV 18. MULCH: INSTALLATION of SEDIMENT CONTROLS TEMPORARY SILT FENCE DETAIL AND TREE PROTECTION BARRICADES @TD-At 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 -.. KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS Sd 1 -B FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS, SPREAD MULCH UTILITY INSTALLATION NO/'1 APPLIdABLF,f MECHANICALLY OR UNIFORMLY BY HAND, MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. Sd 1 -C < J THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION LIQUID MULCH BINDERS, LU 0 0 p W PERMANENT GRASSING I-0 W ill U) - 0 19, SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION X C) z 0 SERVICE AS BEING CuC (Chiptey-Urban Land Complex). PAVING 1v0,.7 APPLidADLO' W ) 0 CO -I 03 Z O O LL Z Z 20. THIS DEVELOPMENT IS THI MINIMAL ZONING AREA "AE-12" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL 2 0 -1 d VIn N POST SIZE D 0 ._.I FN- U) F.LR,M, COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 Z .--I U) J F" w DATUM) REMOVAL OF SEDIMENT CONTROL FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F I-- < W m J }- TYPE LENGTH 0 1-- w 0 21, THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. >-- Z MINIMUM ELEVATION OF 12.0 HAS BEEN SET. (88 DATUM) SITE DATA Oak 1.5"X1.5" APPROVED FABRIC. H S P EC IAL NOTES: ZONE "AE-12" Steel 1.316./ft. min. USE WOOD OR N STEEL POSTS.• TOTAL ACREAGE 0.24 1. THE ESCAPE OF SEDIMENT FRO ESTIMATED DISTURBED ACR,EAGE..,.0.12 B 3'-0" Soft Wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" D.O.T. M THE SITE SHALL BE PREVENTEDED BY TI1E INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1" APPROVED FABRIC USE WOOD OR SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. STEEL POSTS TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND APPROVED FABRIC USE STEEL POSTS PRACTICES PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT ONLY WITH LAND DISTURBING ACTIVITIES. CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 3. EROSION CO TROL MEASURES WILL BE MAINTAINED AT ALL .� cSpgancr,, cf� TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT r� . FASTENERS FOR WOOD POSTS PROVIDE FOR EFFECTIVE EROSION CONTROL, 5 e A�. - 0 ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE m Iwo GAUGE CROWN LEGS STAPLES/POST IMPLEMENTED TO CONTROL OR TREAT THE SEDIViIENT SOURCE. g°�°m°" A •- n,k ` �� o f Wire Staples 17 min. 3/4" Wide 1/2 Long 5 min. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO ea 0 , UTILITIES 8 PROTECTION INSPECT STORMWATER FACILITIES AT ALL TIMES. ai9'�'dy 'y°„ 0 ' m a o o GAUGE LENGTH BUTTON NAIL/POST 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY IN THE °' HEADS R c, FORM OF A SALT WATER MARSH AND THE TIDAL HORSE PEN CREEK. ' Nails 14 min. 1" 3/4" 4 min. 7Z-() 0 S R- TYBEE ISLAND Q t '' P OFE * 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. ;� ' Ua ,0 A ,`',17 G 1 NEB�\�. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS Bow VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE HORSE PEN '° CREEK AND ULTIMATELY THE ATLANTIC OCEAN. •th LEVEL II DRAWING NUMBER VICINITY MAP CERTIFICATION 9. ANY DISTURBANCE AREA LEFT EXPOSED FORA PERIOD GREATER NO. 2104 THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. ISSUED 11-5-05 c.....7 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE EXPIRES 11-5-11 A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. 7 OF 8 SHEETS • 7 DAY INSPECTION NOTE : WASTE MATERIALS : The design professional is to inspect the installation of' the initial sediment storage 1. AU waste materials wilt be collected and stored in a securely lidded, metal dumpster. The dumpster wilt meet alt solid waste requirements and perimeter control BMP s, The design professional must be retained management regulations. All trash and construction debris from by the primary permittee to conduct a site inspection within seven (7) days after the the sire wilt be deposited in the dumpster. The dumpster will be the installation of' the initial sediment storage requirements and perimeter control BMP's, emptied a minimum of once per week or more often If necessary The design professional finest report the results of' the inspection to the primary and trash will be hauled as required by local regulations. No 9 P P P P y construction waste will be buried on-site. . permittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report (unless additional 2, AU personnel will be instructed on proper procedures for waste S ff C O N 0 A R Y P ff R M I T T E E S time is needed due to adverse weather). The primary permittee may use an alternate dispose(. A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these design professional to conduct the BMP inspection, provided that they make a written procedures are followed, request to EPD to change from the design professional who developed the plan and EPD has agreed, 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER OR WATERS OF THE STATE, DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY Date of Inspection . N.O.I. AT LEAST 14 DAYS P'RIO'R TO BEGINNING CONSTRUCTION ACTIVITY. p INSPECTIONS 1n I certify the site was in compliance with the ES&PC Plan on the date of inspection. Primary Permittee. ,° 5 NAME : PHONE : 1. Each day when any type of construction activity has W cc taken place at a primary permitteels site, qualified Mark Boswell 210 4 personnel provided by the primary permittee shall COMPANY FAX inspect : (a) au areas at the primary permittee's site r � ADDRESS : SIGNATURE GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # where petroleum products are stored, used( or handled V for spills and leaks from vehicles and equipment ; (b] alt locations at the primary permittee's site where ADDRESS : Inspection revealed the following discrepancies from the ES&PC Plan, vehicles enter or exit the site for evidence of off-site GSWCC LEVEL IA CERTIFICATION NO, sediment tracking ; (c) measures rainfall once each twenty-four hour period at the site, These inspections T (1 must be conducted until a Notice of' Termination is 1 submitted, 2. Qualified personnel (provided by the primary permittee) U O shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0,5 inches > 'I LL or greater the following : (a) disturbed areas of the primary ,- Z NAME : PHONE : permittee's construction site that have not undergone final ir III These deficiencies must be addressed immediately and a re-inspection scheduled. Work stabilization : (b) areas used by the primary psrmittee for JJ - CO N 1- COMPANY : FAX : storage of materials that are exposed to precipitation that CO D shaft not proceed on the site until design Professional Certification is obtained, P 9 have not undergone final stabilization and : (c) structural 0 " 0 O ADDRESS : SIGNATURE control measures. Erosion and sediment control measures (Y CO u) indentified in the Plan applicable to the primary permittee's '-� - 0 J ADDRESS : site shalt be observed to ensure that they are operating l Q N -1 correctly. Where discharge locations or points are accesible, j' t� LcI GSWCC LEVEL IA CERTIFICATION NO, PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control `J W CO m ' measures are effective in preventing significant impacts to ^ Q = , @ � 1. Petroleum Based Products - Containers for products such as fuels, lubricants and Lora receiving water(s). For areas of a site that have undergone V ) Z d N W will be Inspected daily for leaks and spills. This includes on-site vehicle and machinery final stabilization, the permittee must comply with Part I J Z r- Q daily inspections and regular preventative maintenance of such equipment, Equipment IV.D,3.a(3). These inspections must be conducted until a Notice t CO maintenance areas will be located away from state water, natural drains and storm water of Termination is submitted. 1� Z I drainage inlets. In addition, temporary fueling tanks shall have a secondary containment Q Q NAME : PHONE : liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is 3. Qualified personnel (provided by the primary permittee) prohibited. Proper disposal methods will include collection in a suitable container and shall inspect at least once per month during the term of Q COMPANY : FAX : disposal as required by local and State regulations, this permit (i.e. until a Notice of Termination is received by J Cl) EPD) the areas of the site that have undergone final T t T ADDRESS : SIGNATURE 2. Points / Finishes / Solvents - ALL products will be stored in tightly seated original stabilization. These areas shalt be inspected for °violence -. containers when not in use. Excess product wilt not be discharged to the storm of, or the potential for, pollutants entering the drainage ADDRESS : STORMWATER SAMPLING water collection system, Excess product, materials used with these products and system and the receiving water(s), Erosion and sediment SAMPLE ANALYSIS product containers will be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed r n GSWCC LEVEL IA CERTIFICATION NO, and recommendations, to ensure that they are operating correctly, Whore discharge �J_j 1, Storm Wafer samples are to be analyzed in locations or points are accessible, they shall be inspected O accordance with methodology and test 3. Concrete Truck Washing to ascertain whether erosion control measures are effective procedures established by 40 CFR Port 136 in preventing significant impacts to receiving water(s). ry"'� and the guidance document titled "NPDES a. Coordinate with sits superintendent to eXcaVate a pit deep enough to contain the Wash LIJ Storm Water Sampling Guidance Document, down water. EPA 833-8-92-001,° NAME : PHONE : b, Back equipment into pit. 2. Storm Water is to be for nephetometric turbidity Soil Cleanup and Control Practices W � COMPANY : FAX : a Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. units (NTU) at the outfaU location. A discharge of W i o storm water runoff from disturbed areas where 1. Local, State and manufacturer's recommended methods i; N ADDRESS : SIGNATURE best management practices have not been properly d. Make sure wash down water goes into and stays in the pit, for spilt cleanup will be clearly posted and procedures " . C designed, installed and maintained shall constitute a will be made available to site personnel. m -- i r ADDRESS : separate violation!for each day on which such e. Coordinate with site superintendent to fill in pit and smooth out ground iu i �, conditions results in the turbidity of the discharge 2. Material and equipment necessary for spill cleanup will o o f. Never allow wash down to enter a storm system. be kept in the material storage areas. Typical materials and GSWCC LEVEL IA CERTIFICATION NO, exceeding 75, the value that was selected from oP 9 yP • 0 Appendix B in Permit No. GAR 100003, The NTU is equipment includes, but is not limited to, brooms, dustpans, w i ° °z ,, 4. Fertilizer / Herbicides - These products Witt be applied at rates that do not exceed the mops, rags, loves o les cat litter, sand .saw dust and z based upon the disturbed acreage of 0.12 acres , P , 9 r gloves, 9 g9 ; , ; o 1 a for the project cite, the surface water drainage manufactures specifications or above the guidelines set forth in the crop establishment property Labeled plastic and metal Waste containers. o IR' co o N area of . 5 square miLea( and receiving water or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of which supports warm water fisheries. these materials will be under roof in seated containers, 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future 5, Building Materials - No building materials WilL be buried or disposed on-site. All such spills. materials will be disposed of in proper waste disposal procedures. , 4. All spills Wit be cleaned up immediately upon discovery. All splits will be reported' as required by local, State and Federal 'RETENTION OF 'RECORDS : regulations. APPENDIX B 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A ' a. A copy of act- Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE Ne helomefiric Turbidity Unit (NTU) Tables CENTER (NRC) WILL BE CONTACTED WITHIN .24 HOURS AT P y b. A copy of' the Erosion, Sedimentation and Pollution Control. Plan required by 1-800-426-2675, this permit; 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL Cold Water (Trout Stream) 0. A design professional's report of the results of' the inspection conducted in CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT accordance with Part IV .A.5. of this permit; 1-800-426-2675. CD Surface Water Drainage Area, s uare miles d, A copy of all monitoring information, results and reports required by this 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE Q 11 Z q permit, g P q y WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED ' ;j 0 O a WITHIN 24 HOURS, iS) LtI W CD - 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e, A copy of all inspection reports generated in accordance with Part IV.D,4,a, 8 FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE Imo- Z O W of this permit; WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL 11.1 {n O IL 1.00-10 25 50 75 150 300 500 500 500 f. A copy of all violation sumMaries and violation summary reports generated AGENCIES WILL BE Z O O in accordance with Part 111,0,2. of this permit; CONTACTED AS REQUIRED, D O < J N Z SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 9. The contractor shalt notify the licensed professional who Z -� Ua J H 9. Daily rainfall information collected in accordance with Part IV.D.4,a.(1)(c) of this prepared this plan if more than 1,320 gallons of petroleum is 1- Q W ACRES permit. stored onsite (this includes capacities of equipment) or if any 0 F. W 25.01-50 25 25 25 50 75 100 300 500 one piece of' equipment has a capacity greater than 660 _j p� gallons, The Contactor will need a Spill Prevention Containment CO and Countermeasures Plan prepared by that licenseed 1- 50.01-100 20 25 25 35 50 75 150 300 professional. 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES : N0. 2109 1, A minimum of' one portable sanitary unit will be provided for every ten I,S1,S'UED 11-5-05 (10) workers on the site. Alt sanitary Waste Will be collected from the portable unite a minimum of one time per week by a licensed portable EXPIRES 11-5-11 facility provider in complete compliance with local and state regulations. 2. All sanitary Waste units will be located in an area where the likelihood of the unit contributing to storm Water discharge in negligible, Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from CONTACT A MINIMUM OF 72 HOURS contributing to storm water dischages, The location of sanitary waste units PRIOR TO DIGGING Surface Water Drainage Area, square mites must be identified on the Erosion Control Plan Grading Phase Sheet by forcer,' the contractor once the locations have been determined. tit\y`�c c"r� • A SAMPLING FREQUENCY 3. Sanitary Sewer will be provided by Municipal. AuthoritylSeptic System at 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ the completion of this project. Storm water samples shall be taken for the following events ; HAZARDOUS WASTES : �kU 1.00-10 75 150 200 400 750 750 750 750 (a) For each area of the site that discharges to a receiving ititRc stream, the first rain event that exceeds 0.5 inches and alloWs 1. All hazardous waste materials will be disposed of in the manner UTILITIES PROTECTION CENTER for monitoring during normal business hours. (Monday thru Friday, specified by local, state, and/or federal regulations and by the 1-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8:00 AM to 5100 PM and Saturday 8:00 AM TO 5,00 PM when manufacturer of such products. The jobsite superintendent, who constructionactivity is being conducted by the Primary Permittee) that will also be responsible for seeing that these practices are followed, SITE SIZE occurs after all cleaning and grubbing operations have been completed will instruct cite personnel. in these practices, Material Saftey Data ACRES , 25.01-50 50 50 100 100 200 300 750 750 in the first drainage area of the location selected as the sampling Sheets (MSDS's) for each substance with hazrodous properties 0 R G 1 location ; that is used on the job site will be obtained and used for the V G,STF4,-1 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these , , (b) In addition to (a) above, for each area of the site that discharges products. An MSDS will be posted in the immediate area where + to o receiving stream, the first rain event that reaches or exceeds such product Is stored and/or used and another copy of the 28372 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monitoring during normal business hours MSDS will be maintained in the ESPCP file at the jobsite construction i* that occurs either 90 days after the first sampling event or after trailer office. Each employee who must handle a substance with ip .15-c' all moss grading operations have been completed in the drainage and the specific information be inthea instructed on the MSDS for sheets roduct t 4' G 1 NE��v� area of the location selected as the sampling location, Whichever P applicable product -vp, F, come first : he/she is using, particularly regarding spill control techniques, 1 Q, B (c) At the time of sampling performed pursuant to (a) and (b) above, 2. The contractor will implement the SpiLL Prevention Control and if' BMPs are found to be properly designed, installed and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is required, If BMPe in any area of the site that train all personnel in the proper cleanup and handling of spilled DRAWING NUMBER discharges to a receiving stream are not property designed, installed materials. No spilled , hazardous materials or hazardoud wastes and maintained, corrective action shall be defined and implemented will be allowed to come in contact with storm water discharges, within 2 business days, and turbidity samples shall be taken from If such contact occurs, the storm water discharge will be discharges from that area of the site for each subsequent rain continued on sits until appropriate measures in compliance with event that reaches or exceeds 0,5 inches during normal business state and federal regulations are taken to dispose of such C. 8 hours until the selected turbidity standard in attained, or until post- contaminated storm water. It shall be the responsibility of the storm event inspections determine that BMPs are property designed, job site superintendent to properly train all personnel In the use installed and maintained, of the SPCC plan. 8 OF 8 SHEETS '.1--,------- SITE WORK PLANS FOR Lot Number 5 ... A . Taylor Street Tybee Island , Georgia _ FOR Bill Robinson 20500 Cot Road # 15 Florida Lutz , 33558 , _ DWG. NO.1 DESCRIPTION Cl COVERSHEET SITE C2 EXISTING SITE PLAN \1/4 """miNikkoki.„ 2009 03 PROPOSED SITE PLAN lggV4 % C4 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I st 1 0 I I C5 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II <>) '6° (),, . g , tk\. -5( (4 i , '5% I . 06 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 0 0 t 0 C7 NOTES AND DETAILS TYE3Me ISLAND ,r ,ORG/A ? `1, ,G1 ST l -e I CA.—e L. t C8 & NOTES AND DETAILS o „ 4 • * PROZZO4k **. ,r ,. tg-at-c12Q s , A 40, N, : 4q7(`'. A. sos\P SCHEDULE OF DRAWINGS 4n, , VICINITY MAP BOSWELL DESIGN SERVICES, INC . 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 pROT cc ri 0 , -• 912 - 897 - 6932 ' N LAHBOS g BELLSOUTH. NET 14 )111t\ 4•FTRE la) UTILITIES PROTECTION CENTER . 1-800-282-7411 0 BENCH.FARK NAIL IN p/p TAYLOR STREET s ELEV 8.96 4 R/w NAVD 1988 SAN. MAT ° °4 CO �° TOP ELEV 6.74 7 + - + 0 6 Co- 00 ti Co' 00 0 + �1 4 0 C » g + rt• z +� " 5/8 RBA+� —.." ..-...4.....°' S 8 6�` + ,��° o x --- __ _ - GRATE INLET 0 126 . 98 ' x x`-- x`--___ x ----x - .....x 5 $ _...._ ° 0 TOP ELEV 6.80 „� + — — 5`„ PLASTIC / R1-3-0-----"" B -x IE 3.4 + \ -- — — -- — -_._. — __ S ° + / --- -- ____ ____ ____ — 112. 6 2 ' —---x...— �"_ ��` el \ 0 + .`P 6- IE 4.40 + �o --� -- -- — 0� 1/2 RBF/ +q* \ Lai ( + ) _ _ _ o EXISTING + °' IE 2.93 {15 FETAL} > �' N ABANDONED 4� °� J GRATE I I-1--1 + Cc). + NLET 0 0 WATER MAIN �� 1+ TOP ELEV d CO PREVIOUSLY 6.58 GRATE INLET s AREA 1•\ +6� eEMovEn o 10,5Q3 $F - , TOP ELEV 6.98 + S IE 2.82 z IE 4. 98 LOT / STORVLINE AssuMED 1 a� {18 I1ETAL) W z �- o 4.48 (� ° zmz AREA Q 1 ¢ Q x,503 �F } 6ti \ Q co log I w Co- \ +6 prp. l : LOT 2 00 �,� o +° DRAINAGE STRUCTUR +°' a 0 \ TOP ELEV 6.42 E f L lz\D + bCP �,� O, IE 2 I tar j� � \` + ' I " I N �` pi O .�+ W I :Lli o S C, 1 Z ` � �� W I Q m Q 0 c - N I ,, g + ��� ,� I o (...v...\o + `°� +�ti \ � � �. `°� �' IE 2.57 {18" PLA / 0 STIC) , N ,..,_, +) + \ 6" GRATE INLET b(?). �\ . + 0, ,e- TO* PELEV6.O9 d � o Z Q + w oo_ 1- g N. ..°O., v� = IzdoE 0 ro' \ +6• > IE 2 61 „ z -0 ; I- Z I / C- .� 24 CONC./ 6' o NO N. \ _ 1,,,,,,1:67 ' ) c?-P �� / -f,�0 y CS LOT 1 -P / Ac) 66 ti GENERAL INFORMATION NOTES: )>. �� + Project Information: •=� / P.LN. : 4-0001-11-013 V 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. + V / 1 Survey Information ; PROJECT ADDRESS ; 0 Taylor Street CONTACT A MINIMUM OF 72 HOURS 2, ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. + ¢ PRIOR TO DIGGING '� (?..>' 1. Surveyor ; Reynolds Surveying ZONING R-1 / e':°TECT,. 3. GUIDING SET SACK DISTANCES AND BUILDING SIZE HAVE BEEN ���`S cc SUPPLIED BY THE SURVEYOR, a>�� (NI 2, Date of Survey : SITE SIZE 0,24 ACRES TOTAL / • °~ 'cp � V nO iY '+" 3. Survey Datum : NAVD 1988 ESTIMATED DISTURBED AREA : 0.12 ACRES jk SETBACKS : STREAM BUFF' R ENCROACHMENT NOTES ' ��` o'oo NOTES: N EASEMENT NOTES' FRONT = 20' ' UTILITIES PROTECTION CENTER 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND SIDE = 10' 1-800-282-7411 ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE SIDE = 10' �, NEW STRUCTURES ON THIS PROJECT DO NOT UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. ,�/tTS TNG ��'T PLAN ALL. EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND REAR = 201 ENCROACH IN THE 25 OR 50 FOOT STREAM 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ITEM EXISTING PROPOSED D �« f �o BUFFERS : N.A. BUFFER. (;:0 R EXISTING UTILITIES PRIOR TO COMMI NCING OF 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. q FG 1ST�2' DEVELOPER ; BIGC Robinson �� RFC WITH SA1ytE. ANY bAly1AGE TO EXISTING UTILITIES SHALL 12.3 2, NONEXEMPT ACTIVITIES SHALL NOT BE "� ` CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. TRAFFIC AND RIGHT-OF-WAY NOTES: OWNER ADDRESS : 20500 Cot Road #15 Its N°• 283 2 CONTOURS 12— Lutz, Florida 33558 CONDUCTED WITHIN THE 25 O 50 FOOT P E 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK 1 ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE STREAM BUFFER AS MEASURED FROM THE 6 - 3t- WITH THE OWNER. ALL ITEMS NOT TO SE RELOCATED OR COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PHONE 813-949-8002 FNci E�� �, GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE DRAINAGE PERSONNEL. POINT OF WRESTED VEGETATION WITHOUT 44)4,� 80 �� CONTRACTOR. FEMA MAP NOTES ; FIRST OBTAINING THE NECESSARY VARIANCES FLOW �- — — �----- 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT AND PERMITS. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO 8E UTILIZED, ARROWS 1' '; OF ANY WORK WITHIN RIGHT-OF-WAY. DO NOT ABANDON UTILITIES IN PLACE, AE-12 ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 9051 CO213F, MAP REVISED SEPTEMBER 26, 2008, (88 SPECIAL CONSTRUCTION NOTE; DRAWING NUMBER 5, 'REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF DATUM) GUTTER NOTES: CONSTRUCTION. YPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY PARKING 2, THIS SITE IS IN ZONE 11AE-12" AND IS LOCATED WITHIN =- _ =_ -_- - - - _ - - BE EXPECTED TO HAVE KNOWN OF AN ERROR DISCREPANCY OR CONFLICT 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. SLAB 92,30 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ' • - IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C .....2 SET AT 12.0. (88 DATUM) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED 2. OUTTERC �IIALL B•E 3�W6T,4LLE9- CO TAM ,4{ TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK I .X TREES TO BE REMOVED, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ARE r'LAOCD ON TI IC DOUTI t CA3T AND WCOT 31DC3 or tdC11' REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ANY CONSTRUCTION ACTIVITIES. 3TRUOTURC Te OIT;COT Reor RUN or"r. , OR CONFLICT, 2 OF 8 SHEETS • N CONSTRUCT NEW BENCHMARK GRATE INLET NAIL IN p P TAY' OR STREET OVER EXISTING / 9 ELEV 40 � � STORM PIPE 8.96 TOP 6,30 NAVD 1988 SAN. M/H Co. 66b 1,E, 3,32± 0 TOP ELEV 6.7 ��` 00 6.74 7� + - + •. 6 6• _0 • 0• �O \ + g + i� A• �O + c r0' + C0• 0J o +��`• cV 5/8" RBA+— x - — ---r= S 86°23 '03 "E 23 : 6� +6 0 X X X - _ 6. . �0 126. 8 ' X X X - - X --X ....... -- "'"X A o GRATE INLET 0 �� ico 5 8 -�c- - - 0� + TOP '• + _._. ._._ 15" PLA TIC / RBA �" — — -•- — 112. 8 2 ' _ ._. ELEV 6.80 �t• � — — _._._ — — _ IE 3.4 + — — — ._._ -- � / 0• - - - - - -_ — _ — _ _ _ 0 LL1 + \ ° I IE 4.40 CONSTRUCT NW — + ■+ + CD o 20' DRAINAGE C3" GRATE INLET fT� IE 2.93 15" w .1 z + \ 20' ESL / EASEMENT OVER EXISTING { I1�ETAL) 0 0 �. N+ STORM PIPE +6. 6' + GRATE INLET - CO D EXISTING 1 ;l 1 / ( r 1 ; TOP 5,80 e� + ABANDONED k� / l 11/ 1 / / l co I,E, 3,15* OP ELEV 6.58 d o N' WATER MAIN , ; 1 1 ;'' (j` ; i (rf;'J ( C _ �, W t/ / /, 1 / / / / ? l ,t 1 � �G AREA - 10503 � `� � m GRATE INLET ;+`°'1 ' 1 ' ;' ,l / / i /, 1; ,' : , 0 5,8 SF IE 2.82 {18" METAL z = cv NLET 1 / l t1 / 1f i ; / it ;' ; /l , . f Q � METAL) Ct� m z o 0 TOP ELEV 6.98 + , ;' L, 1 ( 1 / l 5/ ., ' 1 ,( l ( , z 1 ° z = f a r- Q IE 4.48 '( ,, , ; / ' 1 ' _1 / / 111 / 1 / 1 / l / ; [u o Q 1 ' ;i /'( ' r ;/ 1 / /j /„/AREA/E.�/ '1• /,, , / / F 1 II ;' , / i % co SWALE "I A" =I I ,'` r / ' 1( 1 1i ' ' ; i _� Q � (0 130 LE AT 0,23% , J cn r-" 1 ( ( ( I ! r _•74-,' r ;`` / f, r l ; / !1 t / 1 / / 1j / t r` � t / � ( 1�1 , t 1' l 1 / / / l l l , l l` , l ; / , l /. / ; f o 47 TD1 / i l j r / l ! 1, I t r' I ,' r; ' j t t+ ' ; , ;(, / I--�• + 6,80 1 ; , , ` 1 ; 1/ ' ,` / /4./16r ' ; ! r ,' 1 6 (D•' ! t` % / f tr f 1 1 1 t' , .( /. r ` ;t t l 1 ~� + � O 0 i` / 1t ; l , (1� �' 1 j 1lp S ' i , ' ;'�i 1 ,/' 1' `` , LOT 2 M Q , i l' /' / 1 1 '' ��-{� i' i ,'' 1 117,2/5i j ,' r ` , i ,r1' ,/ (' Q ('� 1 ( ` / 1 (; tr 1 , , ( 1 % l ( i i , ( t ( co' 1 •n•� J ' , l / •1 ( / ( ( l / / r' i l , t r ,` rl 1r , ,J (v 1 r 6" c� / , l t , , 1 /'` / l' / ! 1+ / . ,' :0 / ; / DRAINAGE TRU 6' ° _N + �' ,,•l0 1t , / / ( � 1 ; 1 , / 1 / 1ri' ,' �fi ' / ,' ( 1 , CTURE + Y �'O�\' �£ `✓ 1. ! 1 1 ' ! ' ( [S (l j' 1'1 1 ( 1 id ;' j� `J / (' Ir / % r ( 1 i / TOP ELEV 6.4 ' i O \ I-4 V `-L,._;:y -f�.- t , (` 1 11( r` (r ( 1 t( 1J 1/ r J+( r t`OO ' / l / jr , t c\ I r 0 U I O C O - �- °� - i , Qo I / hy� , / 7 (` . . . 1 V/ E 2.17 [J O .. `�{ ' �A ' /;` / f' /l 1 /; (( l i 1 1 jr J;. 1 /r l ;�r r' ( i J ` l ( t t /' (r' ,l`` 1 ,l 11,I / c + (��� 'y. ;_ -`tiJ t / r l 1 i ; t t / r v`r"; r _ .. , ; i ( /` i o/� t . r`"� {'�. i l ' ( ' ; t z i I�/' ! ! 1 „ 0 1 ,(' n,J ' , N( 1 i l 1 \ '� W a c� i ,` i r / • r' ; {�A 6,9 3 -1 i f • , ,; 'f 1I':/I' 1 / ( ; 2 \ / i O� / f I I r 1 tI \ \ f f /. i 1 / / ! i I r l f i + CD '� -7,,):1:?'� ( / r ( (' j I , Jr, ! t I'. ;' 1 t` \ -(� DRIVE TO BE ( 1 / 1 !;` ; l X.'"'CD- 0° F IE 2 57 {18” PLA T PERMEABLE PAVERS 0• /l 1 /' ,i` l l r j, l /' , \ IC) 0 + ' ' l` 1 t 1 f'r 1 1' ; 1 /` ' 1 . / + \` CQ6 • AND 25 WIDE (Max,) / , j ! 1 i ( , ` / + GRATE INLET z AS PER CITY O� • ' / 1 % ,' , \ 0 / , ' 0 �° \ TOP ELEV TYBEE ISLAND + ; ' 1 +6 Q 6 09 . T P T D '4\- , • a 6.8 0 ,i, 0' < W o 0 < w 6,9 + /,�0� 7, , + 1 or C� z �- o cn 6t)` �� ' / mw � oppi'2 CC I / Q � pufYN U7 LLI 0' 0 AkIE 2.61 {24" coNC. 6' z �' J o O / I /e(-1, � �,�' J '�' p e w 0-5 ,i O -FINISHED ` Q�Y / o V 6� )) -1 m EXISTING- GRADE / g,Y +, �� C9 .` 1- m GRADE A +' VARIES VARIES O 1 __ — � 9 6°` LOT v„\r, �\r,,�r, 6 / 1 . --.- „.\ _-. :,/,-_ 4 4 4,/,0„/„.--,::,,„ N PSG 06 ELEVATIONS SHO* C 1 + oN aLANs , SWALE "A" DETAIL + /4 STREAM BUFFER ENCROACHMENT NOTES CONTACT A MINIMUM or 72 HOURS not to score �, `t •• PRIOR TO DIGGING GENERAL DATUM NOTE S?„„T,,,,,, O �S� '� EG FEMA MAP NOTES : �, NEW STRUCTURES ON THIS PROJECT DO NOT ,��° ce �. TOPOGRAPHIC SURVEY IS BASED ENCROACH IN THE 25 OR 50 FOOT STREAM s°' p °\, �• 6 6 1 ON NAVD 88 DATUM. 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA ,_ s�� �o -{-� "AE-12" ACCORDING TO F.I,R,M, COMMUNITY PANEL NUMBER BUFFER, 2. FEMA D ELEVATIONS DATUM, ARE EASED �AO��MC�0213F, MAP REVISED SEPTEMBER 26, 2008. (88 2, NON-EXEMPT ACTIVITIES SHALL NOT BE �g`t 0 GENERAL BUILDING INFORMATION NOTES: / - �. 3. TI IC CONTRACTOR 3I IALL VCRIrY 2, THIS SITE IS IN ZONE "AE-1211 AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 50 FOOT UTILITIES PROTECTION CENTER NOTES! _ -_-` - _ • - = THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION 1-800-282-7411 1, PROPOSED BUILDING FOOTPRINT = 2,600 sf' (envelope), PROPOSED SITE PLAN STREAM BUFFER AS MEASURED FROM THE 1, CONTRACTOR IS TO COORDINATE ALL GAS, .LIGHTING, SET AT 12.0, (88 DATUM) 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED t`he ®isete sf 6oRRi64 i- -.=. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO POINT OF WRESTED VEGETATION WITHOUT 1" = 1C' DURIP10 CONCTRUCTION. R PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, ANY CONSTRUCTION ACTIVITIES, FIRST OBTAINING THE NECESSARY VARIANCES �fl Gi GEORGIA ORDINANCES, 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS. � ■�■s, �F 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF BUILDING PAD NOTES , WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TRAFFIC AND RIGHT-OF-WAY NOTES: 1la.(SSO WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL 1. DUILDINO rADC 1 HAVE BEEN AC CUMED TO t3C EASEMENT NOTES: *, PROFESS10*. BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 2,000 or non :,OIICMATIO runrooc:, AND ron 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 8-31 -ft) 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE F,y�i � GENERAL DRAINAGE NOTES; 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK DRAINAOE OALOULATIONL,,' COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND q ,�.yy4� WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR PERSONNEL. RECORDING. a B�" .41---T-4-4C NCl4' (3UILDINO WILL I2CGULT yP1� GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 2, OAnAOC LAND CLCb�A MINIMUM 1t 1N T ` __ _ _ _TORM. OlJ TI ICOC rLAtJO AD A tiflN?tilUhf nIPJIO!1CD nLOOR 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, - -- CONTRACTOR, ELEVATION, ' FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 2, TI!E-Cflt ; ii-L NCCD TO BE CRAOED AC CH OWN AND AC .DICTATED OF ANY WORK WITHIN RIGHT-OF-WAY. -- - _ 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, 0. OAnAOC nLOOR ELEVATION:, Af2C TO DC DRAWING NUMBER _ _ _ _ _ _ _ - - DO NOT ABANDON UTILITIES IN PLACE. GUTTER NOTES: ArrROXrMATCLY 4" DCLOW fIN13IICD rLOORJ, SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED f. OUTTCRO AND Do44'NOrouTO 011ALL DC UTILIZED TO DIaCCT tNC14‘ 4, BUILDING F.F, ELEVATIONS TO BE SET AT A IF THE CONTRACTOR KNOWS OR CAN REASONABLY B B{ L6ii'¢O 1�bY{_L !!A dC TI hC tdCC6 9n OUTTCfZO AND CONSTRUCTION. ' ' - - MINIMUM OF 11 ABOVE F,E,M.A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' DOWNDPOUTO TO DIRECT RUN Ot-n, __ _ _ _ __ __ _ _ _- - . OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C.... 3 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. -- '- " ` "' "" REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED _ 1. OUTnALL roR TI IC PROJECT WI-LL BE DICTATED BY EXICTINO ti/00T 1S LINEAR f"CET on THE DUILDINO TO DIRECT noon RUt4 Orr _ C0t%DITION0 WITHIN THE CITY Or TYDCE CXIOTINO DRAIN/40E X TREES TO BE REMOVED. TO TIC NonT1l, TI IIO 10 TO REDUCE IMPACT TO OTI tERO O!IOULD-�I-te 5, CONTRACTOR IS TO VERIFY F,E.M.A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK CY"TEM AND CA:;EMCNT0, ronouo PAVEMENT NOT DC rnorEnLY MAINTAINED, AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ACTIVITY. OR CONFLICT. 3 OF 8 SHEETS O ,SOIL ERO ION LEdE.iVD TEMPORARY SEDIMENT BARRIER Sd1-/� BEN�HjVlAR TEMPORARY HAY BALES (d1-H NAIL IN P p TAYLOR STREET , / CONSTRUCTION EXIT CO ELEV 8.96 Q R 6 / LIMITS OF Shc-A C U '` NAVD 1988 DISTURBANCE �yAN. H MULCHING Del ti N DISTURBED AREA STABILIZATION Ds2 0 b. �o TOP ELEV 6.74 WITH TEMPORARY SEEDING 6 0∎ 7\ + �� b. 6b �b''b DISTURBE AREA STABILIZATION �`b WITH PERN4ANENT SEEDING D8.3 ti + 6 el• O 0 `1 DISTURBED AREA STABILIZATION + �� + ' •• WITH SODDING Ds4 L +� '� �UM L. ....�.. -4------ )� V O 2 3 O`� » 6 1 rp3) CHECK DAM d-S ,.,p X q E 23 9. 6 0 . t�j\ --- ,\A GRATE INLET / " " ALLI .—' ---x.. ,____, - "R -r 61l STORM QRAiNAGE OUTLET PROTECTION ✓ / r rl_L.�? ', , A A .-,,,, A `� A —^ �..— 5/6" RR x-- x--�ee.f._..r-x x "'„'X ___• _` Sd2-F A S �" TOP ELEV 6.80 q•\/a' - - 5" PLA IC A i INLET SEDIMENT TRAP S�IE 34 + ` i . 112. E w(n \ A. 6.1/4 Du /� ` _ _ __ — _ SEDIMENT TRAP Sd3 O +\‘' --------- ____. \ +E 4.40/ \ #---- �_� Dal S d2-F I SEDIMENT LE �e Lit Z 1t' + + > N =____1( D�2- + ,. 1 2 0' — — i 2 O' D A I N A G E CHANNEL STABILIZATION Lu ? m S(_ A — — i ro VEGATATION ,� a C� O) -}- �! / SEMENT ROCK RIP-RAP Ct EXISTING - �� T —1 E CONCRETE ABANDONED t* ` - . O� w ;\ ( L• \}_._1 �r-=- f LEVEL SPREADER tl) WATER MAIN �_1 Du LIMITS OF m -i \ I w _ w Z N (1) ORATE } `-` r j 6� D87 Ill _ DISTURBANCE AR. RETROFIT �0 z ,-- 0 RATE INLET ;� + + o O z rn m n�� - I t DUST CONTROL 'r Q = D a2 Q I- N Du Q TOP ELEV 6.98 + �_ ` LO T 5 —A —I Q IE 4.48 ' �- - : A H �► l o � AREA = 10,503 QIz $F r� CO _ W. Co \ Cuc Q ( I Sdl A Cuc i \ \ + O � I w r uC \\)., o \ \ Erosion and Sediment Control Phasing in + \ I I LIMITS OF ` +co + I t Initial Phase (Phase I) x DISTURBANCE +� �` A I v DRAI C°(°' W ' J NAME _ 0 --, �� �Q +c°. STRUCTURE + 1, This phase shalt include Sift fencing and construction U L TOP ELEV 6.42 exits and sediment and detention ponds to be installed .Z co '� N N �� O, IE 2.17 prior to any land disturbing _ o '� �O activities to prevent sediment from leaving the site, W , a z ' g I m J I \ W I a O 0 I !��� Intermediate Phase (Phase II) �' \ I f 1, This phase shaft include construction of any outlet 6 � — sruc - ..� + t tares, retrofits, check dams, Inlets\ i cz, w w Sd1 A �` protection and temporary grassing, 6 _ c9,� + Final Phase (Phase III) I / z \ 0 .` I /+QY 1, This phase shall include outfall protection, any revised ` \ +\ I I inlet protection and any other permanent devices. Q o! I LIMITS OF V 0 +� DISTURBANCE / '- 0 z < z w 00 a Du �� . SPECIAL SOIL EROSION PREVENTION NOTES : (� z O �- +1 / The state of Georgia re requires that the initial soil erosion prevention m U) m a m J w 4� q L G Z o 011. / \ 4. A \ Dal ' / \ measures shall- be inspected by the designer within 7 days after = m d ici !Dal sd1-A `?�( . installation, z -I U) -J I- o '� >- w U) / o, \t41 2. It is the responsibility of the contractor to notify the soil erosion O Q w m -I a 6 \co> �� V4 IE 1- z prevention Ian deal er Within 7 days after he initial- soi e J m �" / /., �Q) measures Q e in pace for inspection. the L erosion z / \ I / o c 0 o 6 y 3. Soil- erosion prevention plans shall- be kept current and on site or 0 N. V �� +., readily accessible at all- times during the duration o the 0 �� cy _ g f project until- o' Q after final stabilization has occurred, w 4 1:DI / J \ A \V 'j, V 4, Primary permittee must provide a copy of the soil erosion prevention a ti� plans to each secondary permittee. m CUC 'Q �� 5, Contractor is to keep a record of his inspections of the soil- erosion ,\4, 0 control measures to include at least the following: 7 P' � 6• a, date and scope of the inspection �i + b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS 4 /�J c, major observations (including noncompliance incidental PRIOR TO DIGGING • + Inspection reports are to be kept current and on site or readily ` °T"r/4..,4 / � LIMITS OF .�`5 f accessible at all times during the duration of the project until after final- s' 'gyp NI 1�' �� g DISTURBANCE stabilization has occurred. Ic?%j LEVEL II (o�� CERTIFICATION 6. Samplin of the outfall is the responsibility of the rimary ermittee c� r '� ti6 Se-A Sampling primary P 1 \. + NO. 2104 and sampling requirements are to be as per the NPDES general permit, \4' -4 ` ' �O* .4 ISSUED 11-5-05 UTILITIES PROTECTION CENTER � 7, Silt fencing is to remain in place until final stabiliazation. 1-800-282-741 1 STREAM BUFFER ENCROACHMENT NOTES : + EXPIRES 11-5-11 g P SOIL fROSZON AND SEDIMENT CON7 Oe PLAN - PHASE .r 8. Waste materials shall- not be discharged to state Waters except as D O ,o authorized by a section 404 permit, Uti0 R G R4 1, NEW STRUCTURES ON THIS PROJECT NOT >J� - 'S F ENCROACH IN THE 25 OR 50 FOOT STREAM REQUIRED SEDIMENT STORAGE CALCULATIONS 9, These eseptic PCtankneeare Innncompliance With waste disposal, sanitary 28372' BUFFER, SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE 10. Great care shall be taken to prevent oil spills and leaks. In the event d, :_lilici-3J- 1 i SiLT FENCES. that a spill- shall occur, atop the spill- source immediately and implement 'Q4. 1300>. 2, NONEXEMPT ACTIVITIES SHALL NOT BE REQUIRED SEDIMENT STORAGE: BMP'e and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT , 67 C.Y. x 0.12 ACRES = 8.0 C.Y. REQUIRED DRAWING NUMBER STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: ACRE SPECIAL CONSTRUCTION NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE SILT FENCE AND DETENTION BASIN SILT STORAGE: IF THE CONTRACTOR BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN 440 LF SILT FENCE x 0.09 CY PER FOOT = 40 CY IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' CA GDEVELOPER AE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PE DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, TOTAL SEDIMENT STORAGE = 40 CY TO COMPENSATION FOR ANY WORK OR EXPENSE INCURT2ED BY HIM FOR WORK ' PROPER PERMIT APPLICATIONS AND APPROVAL, 40 CY (supplied) > 8 CY (required) REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ( PP } 4 } OR CONFLICT, 4 OF 8 SHEETS 0 $OIL ERO ION LEdE1VD BENCHMARK TEMPORARY SEDIMENT BARRIER Sd1 A NAIL IN p p TAYLOR STREET 9 / TEMPORARY HAY BALES Sd 1—Hb 4O R/W C ELEV 8.96 LIMITS O F CONSTRUCTION EXIT CO Shc-A NA VD 1988 DISTURBANCE SAN. /I-j 6.o� el Co.° elo TOP ELEV 6.74 MULCHING Dal 6. o 7� + + b 66 6� 6� WITH UTEMPORARY SEEDING STABILIZATION D8Z 60 + 6 �IITH PERMANENT SEEDING D83 1l� �O + + el DISTURBE AREA STABILIZATION \ o 0 + + ' z It "�\� ''' i.� -'.tea„-_.. - ` — 'x' "'f- .- ..... 86°23 'O 3 '�E 2 3 e� 6� }1�DISTURBED SODDINGEA STABILIZATION D84 ce _ 60 RATE INLET \ A A A _._,_� ." .`2�`�_. -- -- - -_–A anti_,.._I - - t1 CHECK DAM d_S 5/8 RBA --m+--_—x --x ...._....� N O. '.e.'-4-.c‘ b A A A A �"""" ' ... . STORM DRAINAGE OUTLET PROTECTION PLA - - - - - —.� TOP ELEV 6.80 \/a\ — — — 5— TIC IE3.4 + 112. € / +\‘• -------- -------\ \ +S. 6 Ds -_ — — — — — — — -- ` — — — INLET SEDIMENT TRAP SdZ CO IE 4.40 A--- ----\)20'� — SEDIMENT TRAP Sd3,� O ie �. ~ + AN ` --\ - } % ,_ 2 O' B S L _ 6� GEOTE xTILE w :CO W\ \ �--, E A S L z �_ N EXISTING � ` �'_ i C NEL STABILIZATION T T i D H�VEGATATIOt w Qom ABANDONED �� ` - • 0 ROCK RIP N 1 _ -;1 L,' _4\,,` \,\ \ Li CONCRETE RAP WATER MATN \ ` LIMITS OF-_.</ � } `\ - '-- et DISTURBANCE AR LEVEL SPREADER (� m \ { r 6. GRATE INLET { �\>\��- "l + I z = N �, \ , , E f �� RETROFIT "`./ T T < TOP ELEV 6.98 LOT Ds2 Q F- tJJ CO z O) m+ t \ zL Y I E 4.4 8 % 4. LL1 ' Q DUST CONTROL Du > d AREA = 10,503 E� > Co \ \ ,� �F � � W I � S dl-A ,--� d -I E� \ +6• ° IIJ ic ! z\D \\)c, \ II--� 0 OD LIMITS OF 0 0, \ +6• + Erosion and Sediment Control Phasing DISTURBANCE +6• �\ 0 v DRAI 6 0 � , 6 NACRE STRUCTURE + Initial Phase (Phase I) W �o + TOP ELEV 6 cS .42 0 N � O , IE 2 17 1, Th/s phase shall include Sitt fencing and construction o\ 0 110)_, ^ exits and sediment and detention ponds to be installed < a N CO sr \ prior to any land disturbing ' ' ��\ activities to prevent sediment from leaving the site, o , < z w \ E $- w < m , 6`� � ` Intermediate Phase (Phase II) , ° - \ .•� + I1, This phase shalt include construction of' any outlet S dl-A 6. structures, retrofits, check dams, Inlets = c9 .1 + protection and temporary grassing. al \ I Nor ..... A < \ 0 +\ i final Phase (Phase III) 0- �. N z \ iliC LIMITS OF / 1, This phase shall include outfall protection, any revised Q / in/et protection and any other permanent devices. a_ +; \ DISTURBANCE O Q 0 E o / c \ +6 e YJ� < w O O z < z / \\‘' SPECIAL SOIL EROSION 1 < w r� < A. E / �� R N PREVENT ON NOTES Ix o z U \ I }— O 1z D82 Shc-A 6 �� 1 The state of Georgia requires that the initial soil erosion prevention m U) ° 0 0li w measures shall- be inspected by the designer within 7 days after 2 CC Q L 2 / o \' '‘ 1 insta atlon 9 O J N p 6 \C0) . c9� I E installation, -i �- w 5 nj 2. It is the responsibility of the oontractor to notify the soil erosion 0 1� w m --I o / 6 prevention tan designer Within 7 days after the initial- soil- erosion _I CO Z ti P P 9n >- Q /� �° f 0' �?,y measures are in place for inspection. z �' A4! I 0 3 of 0 0 S l- erosion prevention plans shall- be kept current and on site or '� �,�i � ' / readily accessible at all- times during the duration of the project until- 0 ` after final stabilization has occurred. p�� \J >16", 4, Primary permittee must provide a copy of the soil erosion prevention ct al \\ plane to each secondary permittee. 07 �P' 6' 5, Contractor is to keep a record of his inspections of the soil- erosion � + control measures to include at least the following: a. date and scope of the inspection`�' / S LIMITS O F b. name of' person performing inspection CONTACTPA MINIMUM OF 72 HOURS �� DISTURBANCE c. major observations (including noncompliance incidentol PRIOR TO DIGGING Inspection reports are to be kept current and on site or readily ,`s TE`T'' of o,�� \'? aooesaible at all times during the duration of the project until after final- s' '4 y'�O \\* +',6 S dl-A stabilization has occurred, �� .� 6. Sampling of the outfall is the responsibility of the primary permittee c g< ,�, + and sampling requirements are to be as per the NPDES general permit, �` `°' t UTILITIES PROTECTION CENTER STREAM BUFFER ENCROACHMENT NOTES 7 Silt fencing is to remain in place unfit final atabiliazation. 1-800-282-14 11 SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE II 8. waste materials shall- not be discharged to state waters except as tip R�, authorized by a section 404 permit, v q STRUCTURES ON THIS PROJECT DO NOT i�� = soy LEVEL II 7' Fi �' NEW CERTIFICATION 9. These ES & PC plane are in compliance With waste dis osal sanitary f 1 ENCROACH IN THE 25 OR 50 FOOT STREAM NO. 2104 sewer and septic tank regulations, P , y 1r 28372 BUFFER, ISSUED 11-5-05 " � 10. Great care shall be taken to prevent oil spills and teaks. In the event EXPIRES 11-5-11 that a spill- shall occur, stop the spill- source- immediately and implement q$F I ` tiR ("\� 2 NON -EXEMPT ACTIVITIES SHALL NOT BE sMP�s and clean-up for the spill, CONDUCTED WITHIN THE 25 OR 50 FOOT , STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE:ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER 1 POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ; OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE ZF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT C- S FIRST OBTAINING TH NECSSARY VARIANCES OF NATURAL RESOUCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED. TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK AND PERMITS. PROPER PERMIT APPLICATIONS AND APPROVAL, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY i OR CONFLICT. 10' 20' 25' 5 OF 8 SHEETS 0 TEMPORARY SEDIMENT BARRIER Sdl—A,sioa ERoratsr LEdEND BENCHMARK NAIL IN P/P TA y L,Q TEMPORARY HAY BALES Sd1-I STREET ELEV 8.96 4 0 R/W CONSTRUCTION EXIT Co LI ITS OF Sidi-A NAVD 198 DISTURBANCE 6 6\ 0 8 SAN, M/H MULCHING Del 6 �o TOP ELEV 8,74 DISTURBED AREA STABILIZATION _ Co' g0 WITH TEMPORARY SEEDING Da2 6 7-_ + + b o�• rod( Rib DISTURBED AREA STABILIZATION Ds3 �1 \ �� + _0 0 WITH PERMANENT SEEDING `�O •'b + •( ° c�j — + DISTURBED AREA STABILIZATION Ds4 _ 86°23 '03 "E W +\� - te '"` — x 'X'_ �� 6 ' +6� WITH SODDING x 3 9 • CHECK DAM d—S \ ,� 111 /�� x ..7 .� — ��r A •- A A •--- ._..�-..._., x x -- X — - . GRATE INLET \ / A A A U� �p-Ec,.,_,,I•rD__._,_! x ;,.,,- ---e-"x '""2∎ / ‘‘'.‘+c ...-\- » A -- A �-r'/'n ____L.,,,, ��,,. R�'- Co'...r,..�,� x..,,� STORM DRAINAGE OUTLET PROTECTION TOP ELEV 6.80 j`� — - — — 15 PLATI — — — A A ._.._, A 5�8 RBS x "`---x --- .. . .--. IE 3.4 + -- — — 112. e INLET sEDiMENT TRAP Sd2 1 / i _ _ I / .�- or ( — — — " — — ._ ___ ___- _._._ — — — — — — — SEDIMENT TRAP Sd3 E 4.40 ` - + �--- �, Da4 + >" w + \ 12 GEOTEXTILE et) �� – 1 20' �S 0'DRAINAGE > N = L + ��r / i EASE WENT N T — — Co. CHANNEL STABILIZATION EXISTING r / _ YEGATATION�\Y` r' - ROCK R ON RAP E V 0 C� 0) 0 ABANDONED Li r.� `� \ <, „� ,`_, �`'�f l , CONCRETE d' Cfl WATER MAIN ;--- - �c /- -\--\ % i ; i l ,` ( , i d o;--- -_ Z_- i ` / ' 1 LEVEL SPREADER W ���.__ r '1 / / / ; / % / / ` ,` ,/ / i / Da3 I LIMITS OF �,' CO m `} t` -� ` ��/ / i ,' 11 ; l rr t% / jl , DISTURBANCE AR. z _ cct) RATE INLET �' t� ! i , , or (!�n I o • RETROFIT T r T mz Q '. 0 - —- �/_ _ t / / r r, , ;` l r r` /` 1r 1 V T� LLJ `•, z /� ((y�� TOP ELEV 8 + �' ; / i Da4 4 �- !/ z = .9 8 �_ % / i /' LoT , '5/, ` �r ' / ,/ ,, . DUST CONTROL Du n '- Q IE 4.48 ,, i , ; / /AREA / / 4 } Q I f / % /10/6'621 /1$ �S (I) Co ` ; l r ti 1 / ' i l' i` /' ' , / ' ;` l ,l - I S dl A I� C `► I i i‘,7 ,l irr I , i , I , !' ( ' l , /1` rr /r ' i ( /l t,, / !` 1 / it lr i t A- 1 /' I / .-_ l r l / / '` lllI ' ,' / / // b,' r / r' , O / / /r / / /l / / / t / , / / 1 / / /` rr . / / r' I, t1 / / , / %r / �7.���a / /1 / i / ? i i ( '�''Vl l r/' i f l (j 1 l I I` f l V +6J 0 6` / / ' / 111 / /l llr li /' / i , i i / r /,' l l / l/ ,.._, Z + ` / / / / / ,' / /" !be.Z1 ' / ;' / , i/ I // / I Erosion and Sediment Control Phasing . O ill ' i'( , I / I / ,` l , I f--, t Gonro ng LIMITS F \ O, ,+ I / DISTURBANCE 6� / / l rrl +6 ( , l i l ( / l t I l ! 1 I ' l tt i / iI / / ,` / / 1 / '' ' r ' / / / /�, r ' i A o Initial Phase (Phase T1 W + o Il ; / lj' ; ," ' ` l /' / l ` i ,` irl i DRINACE o w1 o i / l // l / ' l'` , l l l i /4..p)7 /1 / i i / ,' STRUCTURE + o- l ' ; ; ; ( I I . 1 ; / l , . , TOP ELEV 6.42 11 This phase shat include Silt fencing and construction ._`"z .,, r / tt j l 1' / j r l r l l l I` ,' 1, i 0 N O, ,, ~, � / l / i l i / , I if l i iJ /' / , / , / ' l I l I i IE 2 17 exits and sediment and detention p to be installed Q �,4,�* ~ lam` l / i ; / i ponds M r�~1 J a= /' i l I l l ! l ; r ' l / cQ prior to any land disturbing o t l l 11 l �' l , j l ,r / ;' ' l' /,r' / ,` i' 'l , / ' i , I(' % ! i j i f I I (' J \ \ activities to prevent sediment from leaving the site, W , a z \ 4:-. , , r , : ,f�,(1 / / i f ! ( I / / r t / l %' f / jJ 1 ( / Q \ c> I ' RI I' 'N 'K ,, i 'r ` 'l / l ,l / , / ; , i , r I ; l l/ I / / / / i ,r / i l ' , I \ \ Intermediate Phase (Phase U) _ U' / / 1 \ i / / / I .;_,/ - '� ; j ll ill 1i' r' - 11J ,li l / �l / \•/ l ( ili till l % (• ! !' � / t4j• / \ \ ". .` , > ,.. - /r / i l / , ti- / / i / \ \ 1. This phase shall include construction of any outlet �;� i ' /' ' it / / I I ` / /`/i' i i //` ' i / ,i % I / \ structures, retrofits, check dams, Inlets = . -� ; : r / / i / / / % ` ;' / ; ! / i / / /�f/% I i / l 6 protection and temporary grassing. CD c / / / ( ! / r ' / /,j fl / ( , /''� i �i / I l r / I i / Final Phase (Phase III) �I 0, 1 1 ' / ! `0* Z Q, l i % ! ` l ' / ( r ` + 1, This phase shall include outfall protection, any revised z P , Y / ' // ' / ' LIMITS OF inlet protection and any other permanent devices. } ! / / V Q J 0 + \ /// /` / DISTURBANCE / I f z H i 0 / i WO a z \\ A. \ ' , Oo +6• ... g) SPECIAL SOIL EROSION PREVENTION NOTES ; L z O i✓ E_ / ',� 1 The state of Georgia requires that the initial- .oil erosion prevention m W a a m I z Ds3 S dl -A measures shall, be inspected by the designer Within 7 days after a= z CO'at. \ I\ installation, o / or z 0 --I N W o' \b . - /4 IE 2. It is the re onsibilit of the oontractor to notif the sot e O Q w Oa —I e /6 (3� $P y y t ros�on�' prevention plan designer Within 7 days after the initial- soil- erosion ~ m Q A.I r),-DA / �j measures are in place for inspection. , '¢ CC} +, 3, Soil- erosion prevention tans shall, be kept current and on 0 \/ V si I' ll^^ P p p t n arts or v7 /YJ readily accessible at a i Qj 0 ly t tl, times during the duration of the project until- after Q `�� FJ' / final- stabilization has occurred. w \ 1\'‘A* � � 4, Primary permittee must provide a copy of the soil erosion prevention A* 4vs ��� plane to each secondary permittee. w 5 Contractor is o 6 to keep a record of hie inspections of the soil- erosion p. 6. control measures to include at least the following + a date and scope of the inspection /(j b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS c. major observations (including noncompliance incidental PRIOR TO DIGGING / .� LIMITS OF Inspection reports are to be kept current and on site or readily ` ,pRaTECT, ces �'' � \� g DISTURBANCE accessible at ail times during the duration of the project until after final- N., s.„ , '';' '�, stabilization has occurred. alp 0 ti� �'� S d1--A 6. Sampling of the outfall is the responsibility of the primary permittee trCc‘‘ go �, and sampling requirements are to be as per the NPDES general permit. UTILITIES PRiZTION CENTER STREAM BUFFER ENCROACHMENT NOT V 7. Silt fencing is to remain in place until final atabiliazation. 1-800-z82-741 1 SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE III 8. waste materials shall- not be discharged to state waters except as R 1, NEW STRUCTURES ON THIS PROJECT DO NOT 1" = 10' by p U� ,ST q authorized b a section 404 permit �� LEVEL II ENCROACH IN THE 25 OR 50 FOOT STREAM s. these ES PC plans are m compliance with waste disposal, sanitary BUFFER. CERTIFICATION septic gu * P O E SIO . * sewer and a tic tank re tationa. NO. 2104 g-_ 31.o% ISSUED 11-5-05 10, Great care shalt be taken to prevent oil- spill-s and leaks, In the event q 4G, _-` >, 2. NON-EXEMPT ACTIVITIES SHALL NOT BE EXPIRES 11-5-11 that a spill- shall occur, atop the spill- source immediately and implement ' A. 13 0 `` BM's and clean-up for the spill. CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ; ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS PERIMETER SILT FENCE BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' AND PERMITS, DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED I C IIIIIE 6 1 DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED. TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK PROPER PERMIT APPLICATIONS AND APPROVAL. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 10' 20' 25' 6 OF 8 SHEETS ■ SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1, NARRATIVE: THE EXISTING SITE IS VACANT WITH FEW TREES AND THE GROUND IS 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS GENERALLY FLAT WITH FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT, THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE AND 2, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND MONTH OF MONTH OF WILL HAVE A PERMEABLE DRIVEWAY AND GRADING, THE TOTAL SITE IS APPROXIMATELY 0.24 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL PLANTING TEMPORARY GRASS RATE PLANTING PERMANENT GRASS RATE ACRES *ITH THE NEW PROJECT BEING APPROXIMATELY 0.12 ACRES DISTURBED, CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 2. DEVELOPER / CONTRACTOR: BILL ROBINSON JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 20500 COT ROAD #15 3, ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION 2"x4" STEEL STAKE-N MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) LUTZ, FLORIDA 33558 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, FRAME ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS i FABRIC f 3. 24 HOUR CONTACT: BILL R081NSON AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE -�. "=ye`\„°`-` MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 813-949-8002 �� 1 ''BY THE OWNER, SEE LAND DISTURBING PLAN, t-4-,._u` zi,,.f,,-4 JUNE / JU E COMMO BER-x.. �t- � ,,;,,.,,,,, . a,;F>�� )0 Lbs. Ac UDA H�i ____ ;;,, ;� ,F ;���, (HULLED) N N M ( ULLED) 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE " ;i �,���''''''''4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE CQVERED BY OTHER ��°���s;'°�'�°°�'�CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN,EROSION CONTROL IN GEORGIA, V BURIED _ FABRIC APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON ORRMUDA (HULLED) 10 Lbs./Ac 5, EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES M /-41RE-BACKING UST TRAVERSE AUGUST CENTIPEDE SOD 10 Lbs./Ac 5, PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED z CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE, ALL PUBLIC HIGHWAY, DROP INLET FRAME v0i ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED, WITH GRATE . ? ;: BURIED Al STRAW f" a°",,'. ` FABRIC I I SEPTEMBER- RYEGRASS PT COMMON BERMUDA (UNHULLED) 10 Lbs./Ac 6. BALES OF HAY, TRA OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS ��l .:.f A;3�` ,if --4 EG SS 4 q SEPTEMBER- 0 Lbs. 6, IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING i�°= ,--, H. _��� • FEBRUARY c FEBRUARY CENTIPEDE OD 1 2 Bu./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY, ! � =� _ _ INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. -i I I-III-I I I i ( ° ' / ///(__)`» 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGEV°;: I=I-I I(-I=I-I N N -- �y�,,-,rt,; �=�`f:: --- III-III-III OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS -- ' -. `r5,•4e,-n`; 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER Y ah a.; u_,?<._,;, I _; GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING !n) DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS GATHER EXCESS r (� PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AT CORNERS V v 1 PATTERNS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF W CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 1, FOR STAKES, USE 2x4 INCH WOOD (PREFERRED) OR EOUNALENT METAL WITH A MINIMUM / F j 1 PHASE OF CONSTRUCTION, ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY LENGTH OF 3 FEET. V O PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL 2. SPACE STAKES EVENLY uND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART / ■ :01- I' THE APPROPRIATE PERMITS HAVE BEEN ISSUED. AND SECURELY DRIVE THEM INTO THE GROUND, I``o `` Flo W Z M APPROXIMATELY 18 INCHES DEEP. �� W , W 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION 3. To PROVIDE NEEDED STABILITY TO THE INSTALLATI F E WITH 2x4 INCH WOOD STRIPS , > _ PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY AROUND THE CREST OF THE OVERFLOW AREA AT !Am 1,�UM OF 1.5 FEET ABOVE THE DROP / �.1 I ,-,`'. LLJ d N F- ' INLET CREST, •(,`" O� y y y OE CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM, 4, PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AN BACKFILL THE TRENCH WITH �/ ;,�r•'��' �°'w m 11D d D a 0 REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. •/Q .•oho -wok / �' Q O 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT 5, FASTEN FABRIC SECURELY TO THE STAKES AND FRAME, JOINTS MUST BE OVERLAPPED TO THE I ••�°:.• *Cbo�•; 4 r 1' U) W W 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR NEXT STAKE. a /;;• ��rt .• •• . •• \...J L' CO CO ••o :,•0: •• • •� SIDE VIEW AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT /ARK THIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE .i` °. • ••{� •(b• < = N 6. TH TOP OF THE FRAME AND FABRIC MUST E *ELL BELOW THE GROUND ELEVATION DO SLOPE ;t' . °e• • o•• FROM THE OWNER OR ENGINEER PRESENT. FROM THE DROP INLET To KEEP RUNOFF FROM BYPASSING THE INLET, IT MAY BE NECESS TO CO` s'''•'���bL} .�•�i' . E V J z Q N 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED BUILD A TEI,IPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS / Cr° Ooo�•!:�1. O6'.• � �• z Y O FLOW. • O•••• o 414,40;o•• ;Or O WITH SEDIMENT. 11, PRUNING OF TREE LIMBS BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE • • •:.•. d� ,- Q PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS ;: ;,00 • . �: , o �•• •.. Q 12, EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAI A " " "•'• °p •'$'��` ' 8w • r, > N AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN PRUNING . "':�0�„•: •: O;•,••� •r Q FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF -•:..,,,...: .4,o `Q'' •.�,.•i •,.,: '• / FABRIC d THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. INLET ØEDIitENT TRAP DETAIL - ,�.` :,r,:.. . ,V�, oo'*- - 4 ---I U)•13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS FILTER `2 :� s" MINIMUM `''Ai`,;;o,!;po �.r ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED, 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS R FABRId WITH $UPPORTINd FRAME ::.•. •.: "LIMITS " N.T. CEOTEXTILE UNDERLINER ".•i;•-**."'' 19 CO D TRENCH 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER LIMITS OF CONSTRUCTION". N.S.A.R-2 EA PERMANENT GROUND COVER HAS BEEN ESTABLISHED. COARSE AGGREGATE A LL DISTURBED T URBED AR A S FR O NEW CONS T RUC TI ON ACTIVITIES WILL BE SEEDED, 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT NOTE: OVERLAP 18" AT FABRIC JOINTS 0 STABILIZED WITH TEMPORARY SEEDING, CO CONTROL GRASSING",WILL PREVENT SOIL EROSION, SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION TE'�PQRARY CONSTRUCTION EXIT 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED N.T.S. CO 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 W I IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY .VIEW I o 17, VEGETATIVE METHODS: AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER N WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY o A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. °c GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. °w I a O Z WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY x � a m a a 0 o v) AREAS REQUIRING RE-ESTABLISHMENT OF GRASS, TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 2009 2010 SEPT OCT NOV DEC OCT NOV 18, MULCH: INSTALLATION OF SEDIMENT CONTROLS TEMPORARY SILT FENCE DETAIL AND TREE PROTECTION BARRICADES MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT Sd A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL SITE GRADING KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH UTILITY INSTALLATION NO/.'T .4PPLIdAELbf Sd 1 - B MECHANICALLY OR UNIFORMLY BY HAND, MULCH ANCHORING SHALL BE ACCOMPLISHED MEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY *ND OR WATER, THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION Sd 1 -C < J LIQUID MULCH BINDERS. ' PERMANENT GRASSING .....• ` W O O < d 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION Z - p SERVICE AS BEING CuC (Chipley-Urban Land Complex), PAVING N01,1 APPLIdABLFsi' W 1--. m 0 a 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL POST SIZE 2 CC < O C < F,I,R,M, COMMUNITY PANEL NUMBER 13051 CO213F, MAP REVISED SEPTEMBER 26, 2008. (88 D 0 -I DATUM) REMOVAL OF SEDIMENT CONTROL •� FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F z N (n -I 1- W 21, THIS SITE IS IN zoNE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A TYPE LENGTH 1¢ m (� --1 z A 4'-0" Soft Wood 3" dia, or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. >- z MINIMUM ELEVATION OF 12.0 HAS BEEN SET. (88 DATUM) SITE DATA Oak 1.5"X1.5" APPROVED FABRIC. I-- Steel 1.31b./ft. min. USE WOOD OR SPECIAL NOTES: ZONE "AE-12" STEEL POSTS. TOTAL ACREAGE 0.24 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACREAGE....O.12 B 3'-0" Soft wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" D.O.T. PREVENTEDED BY THE INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1" APPROVED FABRIC SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. ST USE EL�POSTS TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND APPROVED FABRIC USE STEEL POSTS PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT ONLY CONTACT A MINIMUM OF 72 HOURS WITH LAND DISTURBING ACTIVITIES. PRIOR TO DIGGING MAINTAINED AT ALL . 3.TIMES FO FULL IMPLEMENTATION WILL F THEE APPROVED PLAN DOES NOT �. �nTecr,, `1��5 cf PROVIDE FOR EFFECTIVE EROSION CONTROL, P�. ay.r FASTENERS FOR WOOD POSTS , 1, °° ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE m =° A : ` GAUGE CROWN LEGS STAPLES/POST ° IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. d iiiiiill o t Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. f's.t4 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO d� ea m , UTILITIES PROTECTION CENTER INSPECT STORMWATER FACILITIES AT ALL TIMES. ak•"�' -5. -se, g ;11 1-800-282-7411 5. STATE WATERS EXIST *THIN 200 FEET OF THE PROPERTY IN THE ��z GAUGE LENGTH BUTTON NAIL/POST o m o HEADS R G FORM OF SALT WATER MARSH AND THE TIDAL HORSE PEN CREEK. m Nails 14 min. 1" 3/4" 4 min. (--tei GIS Rq , I TYe, ISLAND �T 28372�� 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. :°� 1k' PROFESSIONAL ' 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS o° q FH,3! Evq � VISITED THE SITE PRIOR TO DESIGN OF THEE & SC PLANS. ,� e � „� 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE HORSE PEN CREEK AND ULTIMATELY THE ATLANTIC OCEAN. 4, LEVEL II DRAWING NUMBER 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER VICINITY MAP CERTIFICATION THAN 14 DAYS SHALL BE STABALIZED \I�IT FI TEMPORARY SEEDING. NO. 2104 ISSUED 11-5-05 C-7 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE EXPIRES 11-5-11 A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE ' DESIGN ENGINEER. 7 OF 8 SHEETS 7 DAY INSPECTION NOTE : WASTE MATpRZALS : The design professional is to inspect the installation of' the initial sediment storage 1. ALt waste materials will be collected and stored in a securely P P g Lidded, metal dumpater. The dumpater will meet all solid waste requirements and perimeter control_ BMP's, The design professional- must be retained management regulations. All trash and construction debris from by the primary permittee to conduct a site inspection within seven (7) days after the the site will be deposited in the dumpster, The dumpater will be the installation of' the initial sediment storage requirements and perimeter control BMP's, emptied a minimum of' once per week or more often If necessary The design professional must report the results of the inspection to the primary and trash will be hauled as required by local regulations. No 9 P P P P y construction waste will be buried on-site. permittee within seven (7) days and the primary must correct all deficiencies identified (� in the report within two (2) business days after receiving the report (unless additional 2. All personnel will be instructed on proper procedures for waste S ff C O N 0 A R Y I E.R M I T T ff E S dispose(. A notice stating these practices will be posted at the time is needed due to adverse weather), The primary permittee may use an alternate jobsite and the Contractor will be responsible for seeing that these design professional to conduct the Bt4P inspection, provided that they make a written procedures are followed, request to EPD to change from the design professional who developed the plan and EPD has agreed, 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER OR WATERS OF THE STATE. DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS P'RIO'R TO BEGINNING CONSTRUCTION ACTIVITY. Date of Inspection INSPECTIONS : I certify the site was in compliance with the ES&PC Plan on the date of inspection, Primary Permittee. , o N 1. Each day when any type of construction activity has ce NAME ; PHONE : taken place at a primary permitfeeis site, qualified Mark Boswell 2 �' personnel provided by the primary permittee shall COMPANY ; FAX : inspect ; (a) all areas at the primary permittee's site SIGNATURE GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # where petroleum products are stored, used, or handled ADDRESS for spills and leaks from vehicles and equipment ; (bi all Locations at the primary permittee'& site where ADDRESS ; Inspection revealed the following discrepancies from the ES&PC Plan, vehicles enter or exit the site for evidence of off-site •—• sediment tracking ; (a) measures rainfall once each GSWCC LEVEL IA CERTIFICATION NO twenty-four hour period at the site. These inspections T O must be conducted until a Notice of Termination is 1 submitted. 2, Qualified personnel (provided by the primary permittee) O shall inspect at Least once every seven (7) calendar days .---� and within 24 hours of' the end of' a storm that is 0,5 inches ✓� d' W or greater the following ; (a) disturbed areas of the primary W NAME : PHONE : permittee's construction site that have not undergone final CO z These deficiencies must be addressed immediately and a re-inspection scheduled, Work stabilization : (bJ areas used by the primary permittee for i T Q N COMPANY : FAX : shall not proceed on the site until_ deli n Professional Certification is obtained, storage of' meterla/a that are exposed to precipitation that w (Y CON Di- have P 9 not undergone final stabilization and ; (c) structural (f) Q (D 0 SIGNATURE control measures, Erosion and sediment control measures (q ADDRESS indentified in the Plan applicable to the primary permittee'a D O J site shall be observed to ensure that they are operating r Q N J ADDRESS correctly, Where discharge locations or points are accesible, j 1 m • PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control `�/ p� GSWCC LEVEL IA CERTIFICATION NO, measures are effective in preventing significant impacts to � d ° , (8j Tu l 1, Petroleum Based Products - Containers for products such as fuels, lubricants and tare receiving water(sJ. For areas of a site that have undergone Z = N U) will be Inspected daily for leaks and spills. This includes on-site vehicle and machinery final stabilization the permittee must comply with Part W r T Q r- daily inspections and regular preventative maintenance of such equipment. Equipment IV,D,3.a(3). These inspections muet be conducted until, a Notice 1�� CO z 0) a) maintenance areas will be located away from state water, natural drains and storm water of Termination is submitted. �''^ti 0 z = drainage inlets, In addition, temporary fueling tanks shall have a secondary containment (—� < I NAME : PHONE : liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is 3, Qualified personnel (provided by the primary permittee) T prohibited. Proper disposal methods will include collection in a suitable container and shall inspect at Least once per month during the term of ..-1 Q COMPANY : FAX : disposal qa required by local and State regulations. this permit (i.e. until a Notice of' Termination is received by U) EPD) the areas of' the site that have undergone final 11 . ADDRESS : SIGNATURE 2, Points / Finishes / Solvents - ALL products will be stored in tightly seated original stabilization. These areas shalt be inspected for evidence _U containers when not in use. Excess product will not be discharged to the storm of, or the potential for, pollutants entering the drainage . STORMWATER SAMPLING water collection system, Excess product, materials used with these products and system and the receiving water(s), Erosion and sediment ADDRESS : SAMPLE ANALYSIS product containers will be disposed of' according to manufacturer's specifications control measures identified in the Plan shalt be observed T ('� and recommendations, to ensure that they are operating correctly, Where discharge V 1 _ GSWCC LEVEL IA CERTIFICATION NO, 1, Storm water samples are to be analyzed in locations or points are accessible, they shalt be inspected O accordance with methodology and test 3, Concrete Truck Washing to ascertain whether erosion control measures are effective procedures established by 40 CFR Port 136 in preventing significant impacts to receiving water(s), and the guidance document titled "NPDES a. Coordinate with sits superintendent to excavate a pit deep enough to contain the Wash Storm Water Sampling Guidance Document, down water, , EPA 833-8-92-001," NAME ; PHONE b. Back equipment into pit, 2, Storm water is to be for nephelometric turbidity Soil Cleanup and Control Practice& x 1 COMPANY : FAX c. Nash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. 0 I units (NTU) at the outfatl location. A discharge of , = I o storm water runoff from disturbed areas where 1. Local, State and manufacturers recommended methods o SIGNATURE best management practices have not been properly d, Make sure wash down water goes into and stays in the pit. for spill cleanup will be clearly posted and procedures "' 3 ADDRESS will be made available to site personnel, o desi ned installed and maintained shall constitute a P 9 ' j e. Coordinate with site superintendent to rift in pit and smooth out ground m "� m ADDRESS : separate violation for each day on which such conditions results in the turbidity of the discharge 2, Material and equipment necessary for spilt cleanup will a U, f, Never allow wash down to enter a storm system. be kept in the material storage areas. Typical materials and rn ° GSWCC LEVEL IA CERTIFICATION NO, exceeding 75, the value that was selected from eP 9 yP Appendix B In Permit No, GAR 100003, The NTU is equipment includes, but is not Limited to, brooms, dustpans, o a o PP 4, Fertilizer / Herbicides - These products wilt be applied at rates that do not exceed the mops, rags, loves o lea cat Utter, sand saw dust and z z '� based upon the disturbed acreage of 0.12 acres P , 9 , 9 , 9 99 ! , ; 0 1 w for the project sits, the surface water drainage manufgctuer's apeciflcation& or above the guidelines set forth in the crop establishment property labeled plastic and metal Waste containers, a i o o a area of < 5 square miteal and receiving water or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of which supports warm water and fisheries. these materials wilt be under roof in sealed containers, 3. Spill prevention practices and procedures will be reveiwed after a spilt and adjusted as necessary to prevent future 5, Building Materials - No building materials Will be buried or disposed on-site. AU such ,spills, materials wilt be disposed of in proper waste disposal procedures. , 4. All spills Wit be cleaned up immediately upon discovery, All spills will be reported as required by local, State and Federal • 'RETENTION OF 'RECORDS : regulation&. APPENDIX B 5, FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A a. A copy of' all. Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT Nephelometric Turbidity Unit (NTU) Tables b, A copy of the Erosion, Sedimentation and Pollution Control. Plan required by 1-800-426-2675, this permit; 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL c. A design professional's report of' the results of the inspection conducted in CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT Cold Water (Trout Stream) accordance with Part IV .A.5. of this permit; 1-800-426-2675. Q < d, A copy of all monitoring information, results, and reports required by this 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE Z < Surface Water Drainage Area, square miles i- ,permit. WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED W O 0 0 WITHIN 24 HOURS, IS) W LI U1 -- 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e, A copy of all. inspection reports generated in accordance with Part IV,D,4,a, 0=l,.' Z (0 of this permit; 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE W Qa I-- CQ 0 W WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL U) 0 Cr I^ 1.00-10 25 50 75 150 300 500 500 500 f. A copy of alt violation summaries GENCIES WILL BE Z O O li- aries and violation summary reports generated CONTACTED AS REQUIRED, 2 O (1 Z • in accordance with Part III,D,2. of this permit; D 0 N 10.01-25 25 25 50 75 150 200 500 500 9. The contractor shall notify the licensed professional who Z -1 U} -1 D SITE SIZE 9. Daily rainfall information collected in accordance with Part IV.D,4,a,(1)(c) of this prepared this plan if more than 11320 gallons of petroleum Is F. Q W ACRES permit. stored onsite (this includes capacities of equipment) or if any 0 1-- W m one piece of equipment has a capacity greater than 660 �] m 25.01-50 25 25 25 50 75 100 300 500 gallons, The Contactor will need a Spill Prevention Containment CO and Countermeasures Plan prepared by that licenseed (- 50.01-100 20 25 25 35 50 75 150 300 professional, 100.01++ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES : NO. 2109 1, A minimum of one portable sanitary unit will be provided for every ten I,S',S'UIED 11-5-05 (10) workers on the site. Alt sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable EXPIRES 11—5-11 facility provider in complete compliance with local and state regulations. 2. All sanitary waste units wilt be located in an area where the likelihood of the unit contributing to storm water discharge in negligible, Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to -prevent wastes from CONTACT A MINIMUM OF 72 HOURS contributing to storm water dischages, The location of sanitary waste unite PRIOR TO DIGGING Surface Water Drainage Area, square miles must be identified on the Erosion Control Plan Grading Phase Sheet by Sppprecr, `s`� • the contractor once the locations have been determined, (f� r p SAMPLING FREQUENCY 3. Sanitary•Sewer will be provided by Municipal Authority/Septic System at 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ the completion of this project. I t4 Storm water samples shalt be taken for the following events ; HAZARDOUS WASTES : 150 200 400 750 750 750 750 (a) For each area of the site that discharges to a receiving °¢<4t` o'o�o 1.00 10 75 ( J 9 9 1, All hazardous waste .materials will be disposed of in the manner stream, the first rain event that exceeds 0.5 inches and attoWs P • UTILITIES PROTECTION CENTER for monitoring during normal business hours. (Monday thru Friday, specified by local, state, and/or federal regulations and by the 1-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8:00 AM to 5,00 PM and Saturday 8:00 AM TO 5,00 PM when manufacturer of such products. The jobsite superintendent, who SITE SIZE constructionactivity is being conducted by the Primary Permittee) that will also be responsible for seeing that these practices are folLoWed, occurs after all cleaning and grubbing operations have been completed will instruct site personnel in these practices, Material Saftey Data 25.01-50 50 50 100 100 200 300 750 750 in the first drainage area of the location selected as the sampling Sheets (MSDS's) for each substance with hazardous properties �� R G ACRES location that is used on the job site will be obtained and used for the Ci G1 S q 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these �-C r- RF. (b) In addition to (a) above, for each area of the site that discharges products, An MSDS will be posted in the immediate area where such product to stored and/or used and another copy of the to a receiving stream, the first rain event that reaches or exceeds �{o,2; 2 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monitoring during normal business hours MSDS will be maintained in the ESPCP file at the jobsite construction * PROFESSIONAL that occurs either 90 days after the first sampling event or after trailer office, Each employee who moat handle a substance with -6 ' all mass grading operations have been completed in the drainage hazrdous properties will be instructed on the use of MSDS sheets f FH6 F_<R N. area of the location selected as the sampling location, whichever and the specific information in the applicable MSDS for the product -49 I �,N, come first : he/she is using, particularly regarding spill control techniques. k,q, 130` (c) At the time of sampling -performed pursuant to (a) and (b) above! 2, The contractor will implement the Spill Prevention Control and if BMPs are found to be properly designed, installed and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is required. If BMPs in any area of' the .site that train all personnel in the proper cleanup and handling of spitted discharges to a receiving stream are not properly designed, installed materials, No spilled , hazardous materials or hazardoud wastes DRAWING NUMBER and maintained, corrective action shall be defined and implemented will be allowed to come in contact with storm Water discharges. within 2 business days, and turbidity samples shall be taken from If such contact occurs, the storm water discharge will be discharges from that area of the site for each subsequent rain continued on site until appropriate measures in compliance with event that reaches or exceeds 0,5 inches during normal bueines,s state and federal regulations are taken to dispose of such C..... 8 hours until the selected turbidity standard in attained, or until post- contaminated storm water. It shalt be the responsibility of the storm event inspections determine that 81ylPs are properly designed, job site superintendent to property train all personnel in the use installed and maintained, of the SPCC plan. •. 8 OF 8 SHEETS