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Home My Public Portal About12-0544 Patton /,F CITY OF TYBEE ISLAND ENGINEERING FEE DATE ISSUED: 10-1(0-2012 PERMIT#: 120544 •i'rory `API 6-ecorc 4ore WORK DESCRIPTION RELOCATE STRUCTURE WORK LOCATION 4. : 304 SECOND AVE OWNER NAME VICKY PATTON ADDRESS 107 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME BRASWELL BROTHERS ADDRESS P 0 BOX 438 CITY STATE ZIP SWAINSBORO GA 30401 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED PROPERTY IDENTIFICATION# PROJECT VALUATION $9,500.00 TOTAL BALANCE DUE: $ 175.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. '/ Signature of Building Inspector or Authorized Agent: , / , 4„,P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ;1 1 Y U ' Y1:3tt ISLAND PL 1CHASE ORDER 403 Butler Ave PO Box 2749 Tybee Island,GA 31328-2749 PO Number: 13-20 927 Ph(912)786-4573 FAX(912)786-5832 This number must appear on all related correspondence,shipping papers and invoices. Vendor# : 01 - 0 02 05 5 Date: 10 / 24 / 2012 Requisition # : 1 3 - z o 9 2 ; Issued to: DAVIS ENGINEERING , INC Ship to: CITY HALL P 0 BOX 1663 403 BUTLER AVEN E TYBEE ISLAND , GA 31328 TYBEE ISLAND , G 31328 F.O.B. Point -Tybee Island, GA Terms - Net 30 days LINE UNITS DESCRIPTION PRICE AMOUNT 1 0. 00 Engineering Fee - Patton 100-7220-52-1203 0.00 175. 00 Davis Engineering - Engineering fee for Vicky Patton - 304 Second Avenue - dated 10/05/2012 Purchase Order void after 90 days . 116 Special Instructions: TOTAL 175. 00 Authorized by Date For the City of Tybee Island I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus(a�gmail.c INVOICE October 5, 2012 Invoice #21202801 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Islnd, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 2nd Ave&4`'' St.,NE corner PIN: 4-00045-002 09-17-12 0.75 Review of site plans & drainage report and response to City. 10-05-12 0.25 Review and concurrence with resubmittal 1.00 hours @ $175 = $175.00 Total Due This Invoice t • a,d d 40 J2 - o Si- �� AP l - \ t m.4 M 1 1 Rm i EA g m i H if.c i I W !Bt 0 s t ,r r ,3 * tl OPER El TrER COI REFk -,n g CITY OF TYBEE ISLAND MOO • BUILDING PERMIT DATE ISSUED: 10-10-2012 PERMIT#: 120544 WORK DESCRIPTION RELOCATE STRUCTURE WORK LOCATION 304 SECOND AVE OWNER NAME VICKY PATTON ADDRESS 107 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME BRASWELL BROTHERS ADDRESS P 0 BOX 438 CITY STATE ZIP SWAINSBORO GA 30401 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $250.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $9,500.00 TOTAL BALANCE DUE: $250.00 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: 1 J 4-1,41--"t it P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org City of Tybee Island, Georgia� 912-472-5033 or 912-472-5031 - Fax 912-786-9539 l APPLICATION FOR BUILDING PERMIT 1,1 f L -Oo o4-j2'-002_ Property Address: 0'' ,e C O (1J Atied, Name Mailing Address Telephone Home: 7 7 Owner Ole rik) Cell: 7 Architect or Engineer /V ( /� _�, � � 7 Home: - ? 2 Contractor "�1S ' S l '°° � Cell:9/ -/CJ ./©%`7 / (Check all that apply) Ingle Family ❑ Discovery/Tearout n�,,zaemolition of Structure ❑ Duplex ❑ Footprint Changes- L Other ,i1 ❑ Multi-Family units new square feet ❑ Commercial units heated/cooled II Details of Project: e.� O ��► Qn a-� �l vS`� -Cr° I. 1 0 Se. C O Acve • 4-0. Se cfl j Ave) , Estimated Cost of Construction: $ (� D (materials + labor+ profit/overhead) If applicable, attach a copy of the certified elevation certificate and/or survey of the property. Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N *Buildings older than 50 years may be eligible to be listed on the State/National Register. With this designation,you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. *Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: --~ �- On-site restroo,m fgcilities will be provided through � � t) �1 S . Construction debris will be disposed y�'�", , �C .c ,n.' by means of ?•12 i • . I understand that I must comply with zoning, flood darhagdontrol, building, fire, shore protection dnd wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: ) ir, 1 Signature of Applicant: (7;7 W-FEE& 250 Printed Name A Inspections Note: A permit normally takes 7 to 10 days to process Cap Cost Rec Water Tap Approvals: Signature Date En g. esb Planning &Zoning Manager Aid to Cos A Building Official Aid to Const. Water/Sewer Storm/Drainage City Manager TOTAL 2S0 \ CM Ic-'‘v , , ,1 1 . .,, . . „ , Oversize Permit Unit •, GEORGIA SINGLE TRIP PERMIT # 11114661 The issuance of this permit authorizes the movement of the vehicle or load below pursuant to authority contained in the Georgia ° Code of Public Transportation,Chapter 32-6,as amended,and the Regulations set forth by the State Transportation Board. For information,call 1(888)262-8306. PERMIT INFORMATION Issued to: BRASWELL BROTHERS INC-DOT#846968 Account No: 10056 P 0 Box 438 Valid: 10/10/12 to 10/27/12 SWAINSBORO,GA 30401 DOT#: 846968 Load Description: HOUSE MOVE Tractor Make: MACK License: PK2729(GA) Trailer License: BE7023(GA) Overall Dimensions: Width: 23'0" Height: 17'10" Length: LEGAL Gross Weight: LEGAL Origin: TYBEE ISLAND Destination: TYBEE ISLAND Route of Travel: 2ND AVE,4TH ST,2ND AVE. BEG: 107 2ND AVE. END:304 2ND AVE. NOTE: DESTRUCTION TO STATE PROPERTY IS THE RESPONSIBILITY OF THE COMPANY AND MUST BE REPORTED TO THE PERMIT OFFICE IMMEDIATELY IF ANY ROADWAY SIGNS HAVE TO BE MOVED IN ORDER FOR THE HOUSE MOVER TO PASS,THEY MUST BE PUT BACK UP IMMEDIATELY AFTER PASSING. THE HOUSE MOVER IS RESPONSIBLE FOR CONTACTING NUNS AS REQUIRED. THEY ARE ALSO RESPONSIBLE FOR CONTACTING LOCAL OFFICIALS FOR ANY ROUTES THAT ARE NOT ON THE STATE ROUTE SYSTEM, THE HOUSE MOVER IS RESPONSIBLE FOR HAVING PROPER ESCORTS. *********************ALL CITY STREETS/COUNTY ROADS *********************** ESCORT:TYBEE ISLAND POLICE-CAPTAIN WILLIAM MOSELEY-912-341-5033 ESCORT NOTE:VEHICLE/POLICE ESCORTS SHALL OPERATE NO LESS THAN 500'IN FRONT/REAR OF THE PERMITTED LOAD". State Fee: $126.00 Issued: 10/09/12 10:52 9426 SPECIAL CIRCUMSTANCES Refer to GDOT Rule 672-2-,06 for escort requirements and Rule 672-2-.03(i)for requirements on reporting accidents/incidents involving permitted loads. Travel allowed on all authorized highways and roads during daylight hours 30 minutes after sunrise and 30 minutes before sunset only ******"*********"THE OVERSIZE PERMIT UNIT WILL BE CLOSED ON MONDAY,SEPTEMBER 03,2012 IN OBSERVANCE OF LABOR DAY. TRAVEL IS NOT ALLOWED. PLEASE PLAN YOUR TRAVEL ACCORDINGLY,**"************" A vehicle front escort with a height sensor is required for the entire route. Houses are authorized travel Monday through Saturday between the hours of 9:00 a.m.and 3:00 p.m.,except in counties which require moves to be made after 12:00 midnight and before 5:00 a.m.and unless otherwise designated on the permit. Houses greater than or equal to 16'3"shall require a Police Front Vehicle Escort and a Police Rear Vehicle Escort. The carrier is responsible for providing two-way communication,in good working order,so that the driver of the permitted load,the civilian escort(when required)and the police escorts will all have constant contact while escorting the load. ALL PERMITTED LOADS WITH OR WITHOUT TRANSPONDERS MUST STOP AT EVERY WEIGH STATION. GENERAL CONDITIONS This permit is granted under and subject to the vehicle laws of Georgia and to all applicable general and specific conditions for operating oversize,as promulgated and published by the State Transportation Board.In addition to complying with all applicable Federal and State Laws and regulations,permittee must comply with applicable County and Municipal ordinances when traveling off the State Highway System.Any false statement of a material fact on the permit application may result in the,denial of future permits to the permittee. APP#: 1178305 GEORGIA SINGLE TRIP PERMIT#L1114661 10/09/12 10:53 (9426) Page 1 of 2 • DST IN A CONSPICUOUS P1 CE /�// I///.//// /,!/.,.J.///' /e--/.JJ//.//.././!//1'f•///..J//.//.. // ///1/. //J•w/w. / !/.//./J 0 y PHYSICAL ADDRESS : I 00301 INDUSTRIAL WAY II CITY OF . 4 SWAINSBORO P.O. Box 600 •Swainsboro, Georgia 30401 BRASWELL BROTHERS INC Tax Certificate kl P 0 BOX 438 Professional - Occupational oi SWAINSBORO GA 30401 No.: 000164 Date of Issue: 2/14/2012 N BRASWELL BROTHERS INC Owner in consideration of which Swainsboro, Georgia, has granted a certificate for carrying kon the business of BUILDING MOVING CONTRACTORS bThis Certificate Expires On December 31` 2012 Amount Due: 16 5 . 0 Witness my hand and seal with day and year above w iii . t 7,Xcfa._- 1,,4--trP----ACT. 256 AL L . LAWSON This Certificate is not transferable and is subject to be revoked if abused. -., ,,.. -- ,.. .. ,•xe..-:.+van ra..nv.•.-r a -rv,•. ( ' � ��•� � , Oversize Permit Unit GEORGIA ANNUAL PERMIT # 984311 The issuance of this permit authorizes the movement of the vehicle or load below pursuant to authority contained in the Georgia or oc Code of Public Transportation,Chapter 32-6,as amended,and the Regulations set forth by the State Transportation Board. For information,call 1 (888)262-8306. PERMIT INFORMATION Issued to: BRASWELL BROTHERS INC - DOT# 846968 Account No: 99000 P 0 Box 438 Valid: 09/07/12 to 07/13/13 SWAINSBORO, GA 30401 DOT#: 846968 Load Description: PORTABLE BUILDING Tractor Make:N/A License: N/A Trailer License: N/A Overall Dimensions: Width: 12'0" Height: 14'6" Length: 100'0" Gross Weight: LEGAL Origin: N/A Destination: N/A State Fee: $125.00 Issued: 09/07/12 14:19 5931 SPECIAL CIRCUMSTANCES N/A for this permit ALL PERMITTED LOADS WITH OR WITHOUT TRANSPONDERS MUST STOP AT EVERY WEIGH STATION. GENERAL CONDITIONS This permit is granted under and subject to the vehicle laws of Georgia and to all applicable general and specific conditions for operating oversize, as promulgated and published by the State Transportation Board. In addition to complying with all applicable Federal and State Laws and regulations, permittee must comply with applicable County and Municipal ordinances when traveling off the State Highway System. Any false statement of a material fact on the permit application may result in the denial of future permits to the permittee. Non-compliance with specific conditions stated in the preceding sections of this permit renders this permit subject to immediate revocation and confiscation by any police officer or any authorized member of the Department. This permit does not give the permittee the right to use or damage private property in any way. The permittee shall comply with all rules posted on any bridge or road traversed. Any damage caused directly or indirectly to any road surface, bridge, or other structure, whether maintained by the Georgia Department of Transportation or by another, by the operation of the vehicle, is the responsibility of the permittee. • • APP#. 1164855 GEORGIA ANNUAL PERMIT # L0984311 09/07/12 14.19 (5931) Page 1 of 1 i +7 i - „ '.-fir =1;7; .;' - e DAVIS ENGINEERING,INC. P.O. Box 1663 Tybee Island,GA 31328 OCT 0 r 2012 Tel. (912) 695-7262 dkdbus @gmail.com October 5,2012 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 2°d Ave&4th St.,NE corner PIN: 4-00045-002 Dear Ms. Otto: I have reviewed the resubmittal from Mark Boswell. As I conclude my plan review services on this project,I advise that I have not attempted to duplicate the work of the Planning Commission or City staff with regard to tree/landscape review, setbacks, density or other zoning or subdivision regulation issues. Within the scope of my design review,to the best of my knowledge and belief, it is my opinion that the site construction portion of this plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits,approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise if you have any questions on this review. Sincerely, Ita-7/1 Downer K.Davis, Jr.,P.E. President 2120280B cc: LOT 22-B ,OP RECEIVED oA 0 rI 0 BENCHMARK ��v" , +��/^'�11 1. Ay A`� .''� +b• AIL IN 14"PALM e+M.�t"'ll,/�, py --`---------- C - x y ELEV 8.38 A' --- S 71'0-' °E 8. 'D+1Be6 Ay o +1'0 6x8"R99 -_...-- Otis 1 `�V L f 8 TI O 1L" h • • 6 MI I �t4:° ` m`9* I � f t �7 .A ti --II ®.`§ ,.tea.,1 ; FG 6.5 t 4 .. ri••TE INLET I ■ 1 ROOF OVERHANG TIP ELEV 6.691 i I (APPROX) IE 4.41-. I �0 ■ / , ,'/ / ro LOT D■of / I O ,,./,',7,/,',';',"4. ,4 .Er N ASTIC PIPE I' i �. °i` i' U - •/•/'/1/', % • -. IE 4.39 ; ; A ;' , ----1� S ♦ - I ;/ ./,•.//,,.' / . FG 6.4 �y lam, �/�-i��'1 ij azr ... . // ROOFIERHANG /'�/ ,/'//j P,∎%• a�4.04, wity�eievir APPRI� / /, / MB w ISI�It�qe��!�►i'�I�I�I�I'�I�I�I .'°° ��?!�' I�I�I�IsIs�;'al�= r.< -Exrc //: S :' -ACM'AN /• / — OM ..\s4 rW* I ,, Is#4" / / , N i ::o i r*,►X44: �,�I i,,-:occ ...R►��► , ,,,,, /,' t/ X/, '/I: /i i' / to l0 .� r III J ♦I'i ✓/ i' , � � / , lb /�. i N LOT C .,..,. IIIIIII: •• •. .. FG6.3, 1 .4 ` �A FF`0 x� \_. I _'_ �I_ALMAND G TO Otiy Lm E T ■ ' SWALE"A" � 11 120 11 AT )F 4.' R I I o ®w°.e 0.25% II 0' x x -� z-x^x._x_-�__x_ .6';01 LAP' x +t__x • ```r N 71°02 52 78.80 1 4 �gto o 00 4 4 - 44 if'. �ti C- v O o?� 'P. cs 4' 0 4'. oh 04 dory i,.0-- x O 4 }gyp tb' REMOVE METER AND I RPLACE AFTER BUILDING 15 m3 ��v GRADE TO DAYLIGHT MOVED ON TO SITE tr " AT L. G.2 +1- I 0 �? I I a Hydrograph Plot English Hyd. No. 1 VP-SWALE-100-YEAR Hydrograph type = Rational Peak discharge = 0.22 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.42 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=9,360 cuft 1 - Rational - 100 Yr - Qp = 0.22 cfs 0.25- 0.20 co 0.15- - — — 0.10- - 0.05 - - - — --- I 0.00 I 0 5 10 15 20 25 Time (hrs) Hyd. 1 Worksheet for VP - ALE OPTION 1 Project Description Friction Method Manning Formula Solve For Normal Depth input Data Roughness Coefficient 0.025 Channel Slope 0.25000 Left Side Slope 4.00 ft/ft(H:V) Right Side Slope 4.00 ft/ft(H:V) Discharge 0.22 f3/s ? (049 L.( Results Normal Depth 3.22 in Flow Area 0.29 ft2 Wetted Perimeter 2.21 ft Hydraulic Radius 1.56 in Top Width 2.15 ft Critical Depth 0.18 ft Critical Slope 0.02118 ft/ft Velocity 0.76 ft/s Velocity Head 0.01 ft Specific Energy 0.28 ft Froude Number 0.37 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 Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.22 in Critical Depth 0.18 ft Channel Slope 0.25000 % Critical Slope 0.02118 ft/ft Bentley Systems,Inc. Haestad Methods SolBAo1 rtw Master V8i(SELECTseries 1) [08.11.01.03] 9/24/2012 10:04:41 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 Worksheet for VP - ALE OPTION 2 Project Description Friction Method Manning Formula Solve For Normal Depth input Data Roughness Coefficient 0.025 Channel Slope 0.25000 Left Side Slope 3.00 ft/ft(H:V) Right Side Slope 3.00 ft/ft(H:V) Bottom Width 1.00 Discharge 0.22 fts/s COQ ' /— Results G Normal Depth 2 21 in Flow Area 0.29 ft2 Wetted Perimeter 2.16 ft Hydraulic Radius 1.58 in Top Width 2.10 ft Critical Depth 0.10 ft Critical Slope 0.02145 ft/ft Velocity 0.77 ft/s Velocity Head 0.01 ft Specific Energy 0.19 ft Froude Number 0.37 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 Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.21 in Critical Depth 0.10 ft Channel Slope 0.25000 Bentley Systems,Inc. Haestad Methods SolBtioff4 I wMaster V8i(SELECTseries 1) [08.11.01.03] 9/24/2012 10:09:41 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 L LOT 22-9 i p--ev. g d 02 ,L• ��0 I * BM IN BENCHMARK � .. t. . 198 " ^� - ' S 71°0_' g,,: 1988 my 1- --; 5 8"R99 -- ey a'— O 8 9 RH9 . T x h 7...I■ 6 .�+ �I ¢ to ®tie .,.kR / Fi 5 (c----r• H +nz m °'' 'TS INLET i E ROOF OVERHANG N T 1 P ELEV 8.89 II (APPROX) • IE 4.41- I 4�e / , / m LOT D . 7'i ,.4 IE 4.38 1 1 A /' 7 _ + - L/ / ♦' // �.///� FG 6.4 tn m' x O'� �/• ' / ,/ �, - - i ROOF OVERHANG //'// �', ¢�s,,,\,,4PQi;,I/tt,Ni,;,e r,,,Rir / APPR� �.i; /i•' MF SS*.I, f►VS 4 VI***,* *,%,SISIS4,�I / V/ _ +":-.d'• I0,,s, `i%A f4,%#∎j∎jS jS 5+'a!z j r., -OW' %''' -A'CN(AAN . /' /i — ��L.I'.4,\•A�Ti.w4.48I0.4>S S'14.4I Z '1�■. ,air / /_ ','41V;ty„,q Fa Lc ti • 0 i . o i%r,,,'��,J ;44;;A I ni�:J�1� T1`�:�+0►,W,� 10 •;;Yon.) X,//,, / ,, J rx - /, .'/,/• •g to i►�4t►��• ,i��l°��►�' l ijj`��►►��r�:��;■,■,�, %i•i ��' %,/.'' , i� /0/%1 oOC� 0'41,:. LOT"'i I , /4°'+ r o 11 i I'I-EMOVE EXTG (o d'y o . ,. - ---- . _ALM AND m 7 w • _--__ - -----_- S WALE..A.. a I / 120 LF AT w )F § I 4- 1 4 �" I 0.25%os. .s`.. 6 6 x—x-x .-x—x—x x----�---x�,x .G.!v x '4x'x i f , :' •: x N 71°02 52'1. 78.80 - ' R �` 31� ' o 3 ' �4 s4 4 ,io, e4� ..a._m © q '''": m 4�' REMOVE METER AND o RPLACE AFTER BUILDING Is oS e GRADE TO DAYLIGHT I MOVED ON TO 517E _ AT EL. G.2 +/- a Hydrograph Plot English Hyd. No. 1 VP-SWALE-100-YEAR Hydrograph type = Rational Peak discharge = 0.22 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.42 Intensity = 8.60 in Time of conc. (Tc) = 5 min 1-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=9,360 cult 1 - Rational - 100 Yr - Qp = 0.22 cfs ::: en 0.15-- - a 0.10 0.05, - - 1 -- — — 1 0.00 f , 0 5 10 15 20 25 Time (hrs) Hyd. 1 • Worksheet for VP - SWALE OPTION 1 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 0.25000 % Left Side Slope 4.00 ft/ft(H:V) Right Side Slope 4.00 ft/ft(H:V) Discharge 0.22 ft3/s 5 (O® Results Normal Depth 3.22 in Flow Area 0.29 ft2 Wetted Perimeter 2.21 ft Hydraulic Radius 1.56 in Top Width 2.15 ft Critical Depth 0.18 ft Critical Slope 0.02118 ft/ft Velocity 0.76 ft/s Velocity Head 0.01 ft Specific Energy 0.28 ft Froude Number 0.37 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 Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.22 in Critical Depth 0.18 ft Channel Slope 0.25000 Critical Slope 0.02118 ft/ft Bentley Systems,Inc. Haestad Methods SoISlaatlrrMaster V81(SELECTseries 1) [08.11.01.03] 9/24/2012 10:04:41 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203 455-1666 Page 1 of 1 Worksheet for VP - SWALE OPTION 2 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 0.25000 Left Side Slope 3.00 ft/ft(H:V) Right Side Slope 3.00 ft/ft(H:V) Bottom Width 1.00 -- Discharge 0.22 ft3/s n CO %f Results Normal Depth 2.21 in Flow Area 0.29 ft2 Wetted Perimeter 2.16 ft Hydraulic Radius 1.58 in Top Width 2.10 ft Critical Depth 0.10 ft Critical Slope 0.02145 ft/ft Velocity 0.77 ft/s Velocity Head 0.01 ft Specific Energy 0.19 ft Froude Number 0.37 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 Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.21 in Critical Depth 0.10 ft Channel Slope 0.25000 % Bentley Systems,Inc. Haestad Methods SolBtiat1 wMaster V8i(SELECTseries 1) [08.11.01.03] 9/241201210:09:41 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 CEM Dii,SEGN cCAI CU i.CATIONS AND HY O OGY ff ,EPORTI1 FOR THE Vicky Patton Project Yourth Street Tybee Island, Georgia FOR { Vicky _Patton ' 2332 Valley Edge Cove Cordova, TN 38016 August, 2012 1 i 0R0 si-z,4? p , No 23872 * P OFESSIONAL 1140-",/ BOS BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912.897 6932 LAHBOS@BELI,.SOUTH.NE r REar � \ . \\ t \ \ HYDROLOGY REPORT For The New Residence Fourth 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 0.15 acres with the new project being approximately 0.11 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. The existing drainage area consists of 0.15 acres and drains predominantly to the south and south west corner of the site(towards Fourth Street and Second Avenue). The existing storm water run-off volume currently leaving the site will be the maximum allowed to impact any adjacent properties during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site is divided into two drainage areas which basically divides the project in half. Part of the site is to be drained to the west towards Second Avenue to an existing inlet. The remainder is drained to the south to the existing Fourth Street right of way. All new run-off is drained by the use of new swales and sheet drainage. 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 = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE-DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the 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 0.20 0.23 025 0.28 0.30 0.32 N-DA 0.28 0.32 0.35 0.38 0.41 0.44 TOTAL INCREASE IN 0.08 0.09 0. 10 0. 10 0. 1 1 0. 12 RUN-OFF CW CALCULATIONS VICKYPA7TON PROJECT FDA-CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.00 AC PERVIOUS AREA = 0.15 AC TOTAL = 0.15 AC (0.0x .95) + (0.15x.25) 10. 15 = 0.25 N-DA -CINPOST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.02 AC PERVIOUS AREA = 0. 13 AC TOTAL = 0. 15 AC (0.02x0.95) + (0.13x0.25) / 0.15 = 0.34 DRAIN EXHIBITS +,1, +6,-4 +, +q� SECOND AVENUE 60' R/W +,! a +° .40 WG1 oD PAVING q$ S + +o, +o \401 •0 --_--16MPLI- —P3P16 _ 8 +eta •, 7•.�4a ,00'08 3„00,0t.8I t , *4- ( + % v o +o r 44, +(e. 1 i or. \ eb 0 !OA. ''f i o qr 0 {� q + °!s + tf• V1 Y h �,, z I 10 b, °f qB +o '\ a �P M I. ?o O gr 03 4 idi 1 x �`, o t$ f .,.1 �� _It m e - 141,,A, m q c x '#t4 g ,` CA m N s-4. + itl )-a 0t(?4,0, I .0 +to ai, ?., O !Ob 0 +to 1N: +,0 +Q ob '. w Itc>. r+ .p li lj/ 0 S 19'16'16`i9 Q G �B0.T0' + 4$ 410 0 8£'09 !! 82,B9.9i S ^� S 19'16'18"W 29.61' q$ Nb A - LA IT` Sill/ALE CALCU w; } {. 'r. :t ,k, r;, Worksheet f6r VICKY PATTON - SWALES Project Description Friction Method Manning Formula Solve For (Normal Depth Input Data Roughness Coefficient 0.025 Channel Slope 0.46000% Left Side Slope „3.00 ft/ft(H:V) Right Side Slope 3.00 ft/ft(H:V) )/Z f Discharge 0.22 ft$/s .®-� 106 -1 1 Results _ Normal Depth Q.22 inn Flow Area 0.22 ft2 Wetted Perimeter 1.70 ft Hydraulic Radius 1.53 in Top Width 1.61 ft Critical Depth 0.20 ft Critical Slope 0.02099 ft/ft Velocity 1.02 ft/s� Velocity Head 0.02 ft Specific Energy 0.28 ft Froude Number 0.49 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 Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.22 in Critical Depth 0.20 ft Channel Slope 0.46000 % Critical Slope 0.02099 ft/ft Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03) 8/16/2012 10:45:24 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 41'ROG�pyS G 14 EXIgriN -4 - 6 Project: VP-EXTG-HYDRO.GPW IDF: SAVANNAH.IDF 6 hyd's 08-16-2012 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) (cult) (Yrs) (ft) (cam) 1 Rational 0.20 1 5 8,824 2 -- — — VP-EDA-2-YEAR 2 Rational 0.23 1 5 10,118 5 — — — VP-EDA-5-YEAR 3 Rational 0.25 1 5 11,012 10 — — — VP-EDA-10-YEAR 4 Rational 0.28 1 5 12,147 25 — — — VP-EDA-25-YEAR 5 Rational 0.30 1 5 13,117 50 — — — VP-EDA-50-YEAR 6 Rational 0.32 1 5 13,929 100 — -- — VP-EDA-100-YEAR Proj. file: VP-EXTG-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 08-16-2012 Hydrograph Plot English Hyd. No. 1 VP-EDA-2-YEAR Hydrograph type = Rational Peak discharge = 0.20 cfs Storm frequency = 2 yrs Time interval = I min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,824 cuft 1 - Rational - 2Yr - Qp = 0.20 cfs 0.25 0.20 --- N 0.15 4- v C'J 0.10 0.05 0.00 I j 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 VP-EDA-5-YEAR Hydrograph type = Rational Peak discharge = 0.23 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 6.25 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=10,118 cuft 2 - Rational - 5 Yr - Qp = 0.23 cfs 0.25 0.20 U) 0.15 - - I 0.10 ---- - 0.05 0.00 '- 0 5 10 15 20 25 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 VP-EDA-10-YEAR Hydrograph type = Rational Peak discharge = 0.25 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 6.80 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=11,012 cuft 3 - Rational - 10 Yr - Qp = 0.25 cfs 0.30 0.25 — — — — — — { 0.20-7-- - — r N CJ 0.15 ,1 0.10 0.05 -1 0.00o 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot English Hyd. No. 4 VP-EDA-25-YEAR Hydrograph type = Rational Peak discharge = 028 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 02 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=12,147 cult 4 - Rational - 25 Yr - Qp = 0.28 cfs 0.30 - 0.25 - - 0.20 0.15 0.10 - -- 0.05— 0.00 5 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No, 5 VP-EDA-50-YEAR Hydrograph type = Rational Peak discharge = 0.30 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 8.10 in Time of conc. (Tc) = 5 min l-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=13,117 cuff 5 - Rational - 50 Yr - Qp = 0.30 cfs 0.4- i 0.3 c; 0.2 0.1 - i 0.00 5 10 15 20 25 Time (hrs) `' Hyd. 5 Hydrograph Plot English Hyd. No. 6 VP-EDA-100-YEAR Hydrograph type = Rational Peak discharge = 0.32 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=13,929 cuft 6 - Rational - 100 Yr - Qp = 0.32 cfs 0.4 - - I 0.3 — — — 0.2 0.1 0 00 5 10 15 20 25 Time (hrs) Hyd. 6 NEW HYDROGRAPHS 9/5 I+� iJ 1' Ii l I L. 1 4 6 --- Project: VP-NEW-HYDRO.GPW IDF: SAVANNAH.IDF 6 hyd's 08-16-2012 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) (tuft) 1 Rational 0.28 1 5 12,000 2 — -- — VP-NDA-2-YEAR 2 Rational 0.32 1 5 13,761 5 — — — VP-NDA-5-YEAR 3 Rational 0.35 1 5 14,976 10 — — — VP-NDA-10-YEAR 4 Rational 0.38 1 5 16,519 25 — — — VP-NDA-25-YEAR 5 Rational 0.41 1 5 17,839 50 — — — VP-NDA-50-YEAR 6 Rational 0.44 1 5 18,943 100 — — — VP-NDA-100-YEAR Proj. file: VP-NEW-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 08-16-2012 Hydrograph Plot English Hyd. No. 1 VP-N DA-2-YEAR Hydrograph type = Rational Peak discharge = 0.28 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=12,000 cult 1 - Rational - 2 Yr - Qp = 0.28 cfs 0.30 - 0.25 0.20-__ 0.15 - CY – – 0.10 --- --- - 0.05 0.00 I 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 VP-NDA-5-YEAR Hydrograph type = Rational Peak discharge = 0.32 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 Intensity = 6.25 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=13,761 cult 2 - Rational - 5 Yr - Qp = 0.32 cfs 0.4 0.3 W C.) 0.2 — — — — pF 0.1 f I l 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 VP-NDA-10-YEAR Hydrograph type = Rational Peak discharge = 0.35 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 Intensity = 6.80 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=14,976 cuft 3 - Rational - 10 Yr - Qp = 0.35 cfs 0.4 - 0.3 — — 0 0.1 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot English Hyd. No. 4 VP-NDA-25-YEAR Hydrograph type = Rational Peak discharge = 0.38 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=16,519 cult 4 - Rational - 25 Yr - Qp = 0.38 cfs 0.4 0.3 — — co a 0.1 — ,r 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 VP-N DA-50-YEAR Hydrograph type = Rational Peak discharge = 0.41 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 Intensity = 8.10 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=17,839 cuft 5 - Rational - 50 Yr - Qp = 0.41 cfs 0.5 -- 0.4 j 0.3 , 1 �r 0.2 i 0.1 - - 0.0 0 5 10 15 20 25 Time (hrs) f ' Hyd. 5 Hydrograph Plot English Hyd. No. 6 VP-NDA-100-YEAR Hydrograph type = Rational Peak discharge = 0.44 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.34 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=18,943 cult 6 - Rational - 100 Yr - Qp = 0.44 cfs 0.5 - I 0.4 0.3 a 0.2 1 ' 0.1 0.0 � 0 5 10 15 20 25 Time (hrs) / Hyd. 6 K� µf Page 1of1 1' , tf Pik f . it f i el fix'.:_ _ l S S F i_ / 1 " - jr j f .,41',-,..,'- A a / o 4 '� 4` f `^•. f % � 1 :_ r1j l"mot.�. 4 k+. Z% -`",... -----._---., - A. . 1 i - - - ,_ ,47,' -:. ..: .if . ,J r t ; b 21 1,,:::,, 1 HLL. = 3 2* sue; t w ,« x i+6.-- 22 4e,1 t V:7,-.4.„.54 IL y, htM.0 mans.hinarvhus_net/WehServices/Printinv/temp/exnnrt 997fr.2.a69fc141 RR94rf7799h R/R/7f)1 OBJECTID: 87764 Shape: Polygon PIN: 4-0004-18-002 NAME: MILLER LAWRENCE B JR ADDRESS_I: ADDRESS 2: 2332 VALLEY EDGE CV ADDRESS_3: CITY: CORDOVA STATE: TN ZIP_CODE: 36016 PROP ADDRESS: 4TH ST TYBEE ISLAND STREET_LIGHTING MUN_CODE: 4 NEIGHBORHOOD_CODE 20225 LAND UNITS: 6320 LAND_FRONTAGE: 0 LAND_DEPTH: 0 LAND_TYPE SF REAL ESTATE VALUE: 214900 LAND_VALUE: 214900 BUILDING VALUE: 0 PROP_CLASS_CODES: R LAND_USE_CODE 91 SALE_PRICE 0 SALE_YY: 2011 SALE_MM: 07 SALE_DD: 12 TRANSIT CODE: 0 APC_CODE: COMM_CAT: AGENT: TOTAL_ASSESSMENT: 85960 LEGAL 1: LOT 21 B WARD 1 TYBEE LEGAL 2 SAVANNAH BEACH ZONING: R2 SALE OR BOOK 371K SALE_OR_PAGE: 866 BASE YR_VALUE 0 BASE YR_VAL CPI: 0 CAMA_LAND_VALUE: 214900 CAMA_MISC_VALUE 0 CAMA_BLDG_VALUE 0 CAMA_TOTAL_VALUE 214900 CHTXFER_FILLER: Null ADTAB_TAD: ADTAB TAD_BYV: 0 ADTAB_EZONE GDATA_EZ: TCR_DATE: 5/11/2012 STNUM: Null STSHORTNAM: 4TH STPREFIX: Null STUNIT: Null STNAME 4TH CALCAC: 0.144903 OWNERNAME: MILLER LAWRENCE B JR FULLADDRESS: 4Th ST PROP_ADDRE2: 4TH ST TYBEE ISLAND ZIPCODE 31328 ZONEID: R-2 Zoning Description: One and Two Family Residences ALDERID: 0 COMMID: 4 Neighborhood Description:T225 TYBEE INNER Landuse Description: Residential V L FLOODID: AE Elementary School: HOWARD ELEMENTARY Middle School: COASTAL High School: Islands Voting Precinct: 4-11C Shape Length: 317398239 Shape Area: 6311.96772 Sec.3-090.-Schedule of development regulations. Schedule of residential district dimensional requirements. Zoning Minimum Lot Area Minimum Yard Maximum District (square feet) Setback Structure Distance (feet) Height Limits (feet) Single- Two- Multi Front Rear Side — Family Family Family R-1 12,000 Not Not permitted 20 20 10 35 permitted R-1-B 6,600 Not Not permitted 20 10 10 35 permitted R-2 4,500 6,750 Not permitted 20 10 10 35 RT 7,000 8,000 8,000 buildable to 80%of the property 20 20 10 35 exclusive of the setbacks FEM9 \\\ \\\ \\\\\ \\ ' -. ,----A.-•.. . ,';.???I''.%•`,,•:•'-:-:,::',"...:•:%.Nipl limir . i�.r`' ;: MAP SCALE 1"=500' i J +~ • ` •• "� !'•�:.'. 250 0 500 1000 ;,•'•7-:•:-.-,. +w `,. 0.,'',.;-... . 4 , t.•,(.Z'. ,•to ,. For cor H 1--i t--—1 o----� FEET• s. + - • ti tf table I� r� , •.. .,, k --4 I —� I I METES• ►! -,s« . � k_. .••'•'••.••' To detf •._.. ` * g �• . : ✓ r w; Nation• w, *� a .;)' pl 1 "m A nnl c, ' k' ' W $t . . N1F I n' PANEL 0213E . ..,. • r. ' • 4 FIRM + r •y{,• : '. .Ja F ••9 O "mac 4. • 4, " • - °�, ' o FLOOD INSURANCE RATE MAP ' ?;• ;�• , . �., CHATHAM COUNTY, � ,�„ %: :�.} +';,":Rp I® GEORGIA 0 ir;-.r� :%*+* �°". .•d /�r w+• •'tt .1 3.3'S I�' 0.1 •.� .;•;•• x ' ,- •0�• .4k.1•••• P—'-iv ZONE AE ''III AND INCORPORATED AREAS , ' �5 t , ,a v r:. . (EL 12) IIIII`i �i "4n -,,,,...t,j•.'. y,t,e4 't`r . 4....•:' PANEL 213 OF 455 }} r w•' • •4. ti 11■ (SEE MAP INDEX FOR FIRM PANEL LAYOUT) � '►T+;±• `1 y.�Y�,--PARK ST n•�s i� : a ;. A• 4vt/�U 9 . 4., 11.1". .w• *1 „•4k..•4?* 1 . ,• .f •. w CONTAINS: i ...4,...„'„*.: Xw F ••10°R (lqp. "'a►.,,;: '!•a .^, jyr r. . Q••.�.•• • r'1 .� 0,, COMMUNITY NUMBER PANEL SUFFIX •• • 1 ' •• r*^L !'�•'••••'• CHATHAM COUNTY 130030 0213 F •' ;..: •F,••a�rw o+;q •'� • ."g 4 t'•O2,•�r,••• ,,,... TYBEE ISLAND,CITY OF 135164 0213 F• i .• !•e 3�1 • •• • a.'.• .:' 1111111 CiTh '4/... •.***••• -, ,'":" -Al,,.., ', • .. ...i. • '...1,....*:.4`,, ..4.0 1. titTh limr r Creek m t "4 = Notice to User:The Map Number shown below • , • ill should be ed when placing map orders the t a • ', ,' r I h Community Number shown above should be f ° ' ' ' ' .,y + • ` N"A: n,. used on insurance applications for the subject• .�. S w , • .r� . lu community. IL F E.„,,-H * { ':�• ,c,VAIn. MAP NUMBER • , sr • ” , ' : ® , g 13051CO213F 14 y. r •.. ,t a ••--.. ,, r,, ,r ;K • " _3541000m N op x'Sw ,s et > ' .4 - .3• 4•� '.),. °��, �� EFFECTIVE DATE �•' as • h'` iE 1 w.,_ ^NO sic SEPTEMBER 26,2008 „... r :v... . p; ),:-Itig ' • ' r,tk'�' ... * VIII federal Emergency Management Agency '+.sky• + ,;qf�, .Mjs+c,,C ".F`.:. .-11,' _. , . . ' v• '' '1.`",�Y„ CV t!�`+'�••'41 y}s • .r •}• .. •'• •��t,•, This Is an official copy of a portion of the above referenced flood map. It r ? ' -a 1.% a ••• was extracted using F-MIT On-Line. ThIs map does not reflect changes ■.,•I1 q • •: g* ;� ) F • •• •.' ` • • r,4;.• ,.'.' or amendments which may have been made subsequent to the date on the 'fw.ta ZONE AEA k �� v1 ....=t, title block. For the Latest product Information about National Flood Ihaurahce 1. rwr•�• +,• •• • Program flood maps check the FEMA Flood Mop Store at www.msc.fema.gov . . . .•r�i%1=1..1'1.15...`,rf!'v a.•. :i r.g • T-� r•• • . SOILS a o-t iS key !WW ca Soil Map—Bryan and Chatham Counties,Georgia tn M k, b M N b III O CO O CO 514700 514710 514720 514730 514740 514750 514760 514770 514780 514790 514800 514810 514820 514830 32°0'35" r' • cq At ri M M ir . !' N N N a. rq ` b ;7. 4 ,, 0 4 p 0 N Nr ' . 44 r t� y _" !. !. co . Or 0 11 . . ill, ,,h s i ' 0 , -IR ..,', ,, '' ijoilip„ oity/ ,.,, IF N v . .. ....... 32°0'32.. 514700 614710 514 20 614 30 514740 514 50 514 80 514770 514780 514 90 51.800 514810 514820 514830 M Map Scale:1:653 if printed on A size(8.5"x 11')sheet. o ' N ,Meters b ra °,o / 0 5 10 20 30 0 ,(\V Feet 0D 0 35 70 140 210 USDA Natural Resources Web Soil Survey 8/8/2012 !i Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Bryan and Chatham Counties,Georgia MAP LEGEND MAP INFORMATION Area of Interest(AOI) ,C0 Very Stony Spot Map Scale: 1:653 if printed on A size(8.5"x 11")sheet. Area of Interest(AOI) ' Wet Spot The soil surveys that comprise your AOl were mapped at 1:20,000. Soils Other [ Soil Map Units Warning:Soil Map may not be valid at this scale. Special Line Features Enlargement of maps beyond the scale of mapping can cause Special Point Features Gully �.� Blowout misunderstanding of the detail of mapping and accuracy of soil line Short Steep Slope placement.The maps do not show the small areas of contrasting ® Borrow Pit soils that could have been shown at a more detailed scale. fi Other X Clay Spot Please rely on the bar scale on each map sheet for accurate map Features y p p } Closed Depression Q Cities measurements, r, Gravel Pit Water Features Source of Map: Natural Resources Conservation Service Gravelly Spot Streams and Canals Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 ra Landfill Transportation This product is generated from the USDA-NRCS certified data as of A Lava Flow +++ Rails the version date(s)listed below. aka Marsh or swamp " Interstate Highways Soil Survey Area: Bryan and Chatham Counties,Georgia • Mine or Quarry US Routes Survey Area Data: Version 7,Mar 28,2011 ® Miscellaneous Water Major Roads Date(s)aerial images were photographed: 9/5/2007 CI Perennial Water Local Roads The orthophote or other base map on which the soil lines were compiled and digitized probably differs from the background v Rock Outcrop imagery displayed on these maps.As a result,some minor shifting + Saline Spot of map unit boundaries may be evident. Sandy Spot Severely Eroded Spot {? Sinkhole 3) Slide or Slip O Sodic Spot • Spoil Area d Stony Spot USDA Natural Resources Web Soil Survey 8/8/2012 "� Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AOl Percent of AOI I Cuc Chipley-Urban land complex l 2.3 100.0% Totals for Area of Interest I 2.3 100.0% USDA Natural Resources Web Soil Survey 8/8/2012 Conservation Service National Cooperative Soil Survey Page 3 of 3 1 1/4" IPF PI flu/. t :/&.te'O r"s IA lo In N.'.1••, ...,L CO LOT 22—B cb A4s A- BENCHMARK + NAIL IN 14"PALM i ELEV 8.38 NAVD 1988 1 ,c) ti° _ �'� +0� i A A• A s e�1) Oj oi + x c'1/4‘3') S 71°02'42"E 78.68 +A' :.. ` N.. 0 5 8" RBS p�ti �p 5/8 RBS +0. x ' ,f AT' `0' 0 + N, c0 i 0. + aj C12 GRATE INLET TOP ELEV 6.69 0 x LOT D IE 4,41 +04> C L � ' ° 15" PLASTIC PIPE o +elO�� +c'` �y IE 4.39 v � crt + c�0 +0' 14 + � q�'p��' CMF■ Z LOT 1 — ptiti +`t' ,4 co t=Y +0m +� 0 X o p�, F00 Q o f t �" x c3 V" CO +� x 0 x o W z a 1 • 7 Q 1 a + +�' x r a ril w x x LOT C ax z +`. °` x ,N. 0 x +� pti °y� `� ox CP 0 r4 0 w a 4 Q + ca . r.., X ,ti °� + cD 00 S 0.' x x +�,. to � N)'‘'' x +0 - Q p'Y 'ya °i x 4,N, 0 +b.0 x ... +' + b x A.13. ��'�' 0, x x x + x x x x x x CO : 4• x +x x- ,�. x- 4Nx x p 0 5 8" RBS * _ �_ �� t c. ... «.. ...m. .., ,.r., �..�. .��.. ,:: . . . ,., .�. 5/8" RE +`°` N 71°02'52"W 78.80' ��,�c,2 a` a� CMF N 71°fl2'S2"W 78.65' Co' 45:' 4� 44'* 0 o'` +00 0 ° +co t + .0 +00 0 +0 O 0� FOURTH STREET 60' R/W b ONS t. +0. +gyp. +6Ix '` co. 0' EDGE OF PAVING 0. t�'0� 0� 0 0 + +� T 21 - �y �� E I N D CHATHAM 9 1 CT�N ` A R IA GRATE INLET d , TOP ELEV 6.29 FOR: DR. & MRS. HENRY PATTON ACCORDING TO THE FIRM. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. EQUIPMENT: F TOPCON AP—L1A ERROR OF CLOSURE: ��,QRG j LINEAR: 1/— ANG: --"/ANGLE J. REYNOLDS ,x 'lj 4, BALANCED BY: — LxAND SURVEYOR PLAT. 1j- N0. 22-, 10 0 10 20 30 0 636 STEPHENSON AVENUE r 4 ' i 10 �U■■■ M��■�I ® i SUITE C �' / ■■■■■�i■■■■I SAVANNAH, GEORGIA 31405 � . R A SCALE: • 1' = 10' GRAPHIC SCALE — FEET : .= DATE: AUGUST 8, 2012 SURVEY TELEPHONE: 912-352-0464 `'i '.LEA.' DATE: AUGUST 9, 2012 FIAT I FAX: 912-352-7787 FILE NO, 12-59 1 1 i DMZ i +4 LEGEND rc„ v,4 NEW EXISTING DESCRIPTION BENCHMARK , x , 0 '411i NAIL IN 14"PALM ill I BUILDING A. A- q?�y0 '�'� ELEV 8.38 2 ° - + x x-+--x- �� _� S 71°02'42"E 78.6�1D11988 +4` A0 �- „ B - �`_�. t" 0 �`- 5/8" RBS RESURFACE ASPHALT PAVEMENT i 0 5 8 RBS O 0 x '� w • + +Q: Q�v �v �,,° 1 1�41� +�,� I ^ ASPHALT PAVEMENT TYPE I 1`, 'Q Q / I 0 010 oti° / �g 0 BsL •+�' ASPHALT PAVEMENT TYPE I I o I x W RATE INLET I I 1 ( TIPP ELEV 6.69 1 x -I CONCRETE PAVEMENT 1 1 LET'_21-B 1 IE 4.41.--\ 1 +0. �� --� ,\ ! v . , i CONCRETE SIDEWALK Ci � x I � I � � I � �° 15" PLASTIC PIPE ( �° I +�O �� U) I / x I _ \ +/ / - SD - STORM DRAIN LINE 4 _X L �� IE 4.39 ( 4 // jti� ��- �� ----i "\---I \ - +^ .) ■ii- , A' q�\ . - , I \ - SS- - ss - SANITARY SEWER LINE {j) 6- l 1 x0 \ �_ 1 \v -TT I I . + -_-___ /r/ ,.Q 4\1 CMF • -- w - - w - WATER LINE o // ► 4 / REMOVE EXT'G o � �� • © SANITARY SEWER MANHOLE >' W . f/ *' 0,< ,, REMOVE EXT'G PALM AND - CI~ CO i A•0 / RPLACON SITE ° 0.V+co. ( + x °� A PALM AND +i O „...___J___ ° I . _- � REPLACE ON SITE J x GAS VALVE j T T Cr - D co ,---_--I 7 -- o ► E-I r1) H W. A VA P <0 0 o / �7, / 1 a W TER LVE Q W W -----I-�-_ -� / 0 ■ W.Vi0 WATER METER c 0 BUILDING f x co REMOVE OUTLINE / Z Q N---\_ W ( I EXT'G FENCE �( x -' Z Y- 0 1 z,rJ FIRE HYDRANT o rn m fT x C° Q ___ ►-_� - - ,. 1 Pv xis _ 7".. SIGN ,I Q Q -{ f x 6� I otilf a cP .-.1 U? °P ;�_ +_ Q -� REMOVE EXT'G /° 01� +�`x ° FLARED END SECTION I T 1 1 `"1 1 I �`� PALM AND x v 010 REPLACE ON SITE /, x� ��,°° SPOT ELEVATION 1 I co k + r "j",+ x - .,..,9-""N -9- CONTOUR Au i ° �_ ,GPs doe a '. O F. 1 t / I +° m ` I x °�� SPECIAL AVERAGE GRADE NOTES • ,g: ; (, I ' L, ` �4�v i I + I 1 . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE 1.E.4.13 1.E.4.13 INVERT ELEV . b tU o �• ; n +c3. +60 / � 5 // ��xl BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING 6 c� �°i' 4 / v ZONING DEPARTMENT. - X CHAIN LINK FENCE o ; I N AND I x x x +G� x x x x x x k x +'x x Q x� x Q� x CO I 5�8„ RBS ..... _._�� ---1=0 er / _may * -.��_� N +co- I N 71°02'52"W 78.80' '��, �(,`' r CMF - • • -- DITCH INVERT Z I o y 4� �� °1 ��4 PROPERTY LINE o o zco cy S 4 (t „, � 44� � +6`' SPECIAL BUILDING SET BACK LIME NOTES . IPF o o o N o�� 1 04* / 4 ,�� I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST IRON PIN FOUND +60 OUTSIDE PART OF THE BUILDING. • �� +Q ) REMOVE METER AND +0 11N TW 16.$3 TOP OF WALK 0 1 -IRPLACE AFTER BUILDING IS +6`� + �� MOVED ON TO SITE 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GU I I ERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OP TP 14.65 TOP OF PAVEMENT ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. Z co FG 16.1 FINISHED GRADE co. j �°` +c0 �0 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND w a- +�0� gad 6� + + ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE TS 16.10 TOP OF STONE x z + EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING I-• Q 0 `'2, ro61 OF PAVING A� SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOi I OM OF TG 16.10 TOP OF GUTTER U = I +� + EDGE R A +� THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS FART OF D x 0 Z Z Q THE ALLOWED OVERHANG. TC 16.10 TOP OF CURB o 0 I - W +� 1 +�co �0� 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING Q a a a FOURTH STREET 60' R/W + SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR z Z o x z DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAt-I S, Project Information: Wn W (o U 0 Q ROOF DECKS, STAIRS AND AC COMPRESSORS. U W 1 P.I.N.PIN : 4-0004-08-002 � � ; (t� W 1 W W I 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING ADDRESS : Fourth Street E. I SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. ZONING : R-2 W •1•"' Z I GRATE INLET D ti TOP ELEV 6.29 SITE SIZE : 0.15 Acres Z Z H C. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE N U? BUILDING (INCLUDING SIDING, ShU I I-ERS, GUTTERS, DOWNSPOUTS, ESTIMATED DISTURBED AREA: 0.I I Acres X DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, OWNER : Vicky Patton W EXISTING SITE AND DEMOLITION PLAN ETC.) EXTENDS OVER THE BUILDING SLI BACK LINE WITHOUT A VARIANCE. OWNER ADDRESS : 2332 Valley Edge Cove 1" = 10' \ Cordova,TN 380 I G/ PHONE : I-770-490-1 006 . . . CONTACT A MINIMUM O 72 HDQRS FEMA MAP NOTES : PRIOR TO DIGGING SPECIAL AE AND VE ZONE NOTES : r-r TRAFFIC AND RIGHT-OF-WAY NOTES: I . BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A I.THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA"AE-12"ACCORDING TO SAS?ROT£Crro,c F.I.R.M. COMMUNITY PANEL NUMBER 13051C 0213 F, MAP REVISED SEPTEMBER �, I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE MINIMUM OF I'ABOVE FLOOD. 26, 2008(88 DATUM). ,,„ P a. "�, COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO PERSONNEL. STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. ANY CONSTRUCTION ACTIVITIES. NOTES: 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL,PLUMBING, `�` seroRt ° FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE Survey Information : UTILITIES PROTECTION CENTER I . CONTRACTOR IS TO COORDINATE ALL GAS, OF ANY WORK. FLOOD. 1-800-282-74;. I LIGHTING, ELECTRICAL, PHONE, CABLE AND 4. FLOOD VENTS ARE REQUIRED IN"AE"ZONES AND ARE TO HAVE I SQUARE Survey : Reynolds Surveying ANY OTHER REQUIRED UTILITIES WITH THE 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND Date of Survey : August, 20I 2 APPROPRIATE UTILITY AGENCIES. OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY RIGHT-OF-WAY. SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS Datum : NAVD 1988 GHQ\S G�q 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ABOVE ADJACENT GRADE. �F /9,7 p EiI ALL EXISTING UTILITIES PRIOR TO COMMENCING 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED * No. 233/2 & OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING INTO THE STORMWATER SYSTEM. 5. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. CONFLICT WITH SAME. ANY DAMAGE TO EXISTING PI-LA"gNp1 j.. 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH SCALE: I" = I O` �� - UTILITIES SHALL BE REPAIRED AT THE EXPENSE ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER 4/1 C 1 1,1 OF THE CONTRACTOR. '�i ��S`' CODE. I. A 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION 0 d 10' 20' 2 5' is WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME SPECIAL F.F. NOTES ; THE PROPERTY OF THE CONTRACTOR. DRAWING NUMBER 1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION GEORGIA D.O.T. NOTES: SPECIAL CONSTRUCTION NOTE: 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. iF THE CONTRACTOR KNOWS OR CAN REASONAPAI„YfT TQ rIA KNOWN AID I C)€ft CONSTRUCTION. 2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED DI?CRLFANC,Y OfT C.ONELICT IN TI1r rIAN5, I'I�CIFI,(A1IONI O 1-.N `i ` (STRUCTURA L,ARCHITECTURAL AND M.E.P. PLANS. THROUGH THE GEORGIA D.O.T. = -- ��_ �` � i'I � �� „�, • X TREES TO BE REMOVED � "� N �' OLLM I ,IOR TO C UNSI IUC I ION, HE SHALL NOT BE EN1 ITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY hilts FOR WORK REQUIRED TO P,E KE CONSTRUCTEra BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 1 OF 6 SHE I S LOT 22-B • o, A- I I 1 +n- ? i x BENCHMARK OA ti@ @O �� @� NAIL IN 14"PALM 4' A. �. l + ELEV 8.38 pv + _- x �q, v` NAVDI 1988 +:l �p . ------ - 4�- A.••~ -- -� - t- '1-- I @@ 5x8" RBS 0\"\. C 5/8" RBS 1 °�� o�,-(z oti Q� � FG 6.51 ti 7 + - - - x 2 SPECIAL BUILDING SET BACK LINE NOTES : 0. ( I0' BSL + I I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST RATE INLET ( x 7OOF OVERHANG • Tilp ELEV 6.69 (APPROX) �� OUTSIDE PART OF THE BUILDING.•x r p w / 114. LOT D o IE 4.41-� +6 � _ ��/ % 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, `& . I x / / 'c / �®� 5HU I ERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF I �� I / o\o j //• / / /�� ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. 15" PLASTIC PIPE f ( o ,U / / / �� r 1 1 LA / x G G.4+ O TE 4.39 / 7 �. / // / 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND MATCH EXTG �` �. I xo`� �,�i� -I / / �/ / ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING WITH THE -.. _ PAVING t I I ' ,� I i j /�/ /' //./ , EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING -~_ E cn i LEVATIONS z►I��• ' r �'I~ICI �1► ROOF OVERHANG 1 // / ///./ 1 tS#■ 14V� , `�J ��y�♦��'�►�'�j ,, / (APPROX) / // ./ . i MFG' St( BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF¢ AV b ♦ ♦ ♦ ♦ ♦ ♦ � Iii a , i�♦�♦�,�/�,�,�,�♦�♦�♦�,�,v•�. . / ///� /////./� / T.') �,° THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF U O•V #* \tI�I♦�'444,4■Woist♦ ♦ ♦ ,� / % /// % //// i //// % / o �� THE ALLOWED OVERHANG. T• -cp W AVAS, 4♦ V y ♦ ♦ ♦•� ♦ ♦ 1► ♦ / 4 / / // ./ • / // / ' .0/ .� 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING W z Q. p4 ism co.N%�zel•.WAM%%%�ly,�♦�♦�♦��,ASA1 /o / r • // / . / ./ /, . / x \ �0�444#4♦ ♦ ,,,�,,,� /W �/ j/ _ / /F / j// j z I SET BACK LINE REQUIREMENTS IF A GUI I ER SYSTEM IS UTILIZED AND FOR I I 1 . d co•\ o ,♦`�) �, //' �/ �_ / . //// QJr x DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, p C� o� O• W w _ _. / �♦♦/'L'�� o o . / / // / V/. / = I ROOF DECKS, STAIRS AND AC COMPRESSORS. i co c) I■ tI t I I I I I I I I I I J . / / // _/ / / / // '` o x ROOF PLAN L11 91 i Z W cn o ♦�♦�♦�♦��♦�V�♦�♦�♦�♦,♦,♦�1�♦�� • // / //I. • / // ./ / j o 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING 00 , ��♦�,�♦�♦�,�♦��,�,� // j / / i/ // / / / . / / o Q St I BACK LINE REQUIREMENTS I F A SPREAD FOOTING IS USED. Q O m w o $444$444♦ I♦I♦II♦�♦IIhI�I�,i / / x 4,4*******1♦ 444474"x-4"-A:I ' , , / / HANG /� ( FG6.3 � LOTC r `Z z N O, =� i:ii::::...,......;!.i. r- ROOF OVER x G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE t o m(APPROX) v 1 BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, z I o�� ti ,, DOWNSPOUT BOOTS, TRIM, WATER TABLE OK ANY AESTECTIC WORK, >Q W i I IIF /o o �A'x ETC.) EXTENDS OVER ER THE BUILDING Stl BACK LINE WITHOUT A VARIANCE. ,___j U) U� ` 1 x �s`� �I `` GENERAL DRAINAGE NOTES: I I I o u1y 7 / I xl SWALE "A" 1 0 I a�� / I 1 . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING ,. Q.0 o a x a / �. i 120 LF AT CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. DRIVE TO BE A MAXIMUM WIDTH OF +' I 1 NL �/ Q�4:11 ` x 0.25% 1 x - SPECIAL AVERAGE GRADE NOTES . 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE Q CO 25' (TOTAL) AT R.O.W. LINE AND a I 1 �4�v 10' BSL / o % +@• \ x CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. SHALL BE CONSTRUCTED OF 1 @ r I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE MATERIALS APPROVED AS PER CITY I + @� I °� I BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING OF TYBEE ISLAND ORDINANCES I ° + sb`�'` \xi 1 X x x X X x x x X - �'� c, �` AND ZONING DEPARTMENT. h0 I 5/a" RBS -- + -- x + x e4�%� x 4 x \ , J ° N s SPECIAL BUILDING GU'1'1'ER NOTES : b- 1 0 0 � ,�° o�� +0 I . A BUILDING GU 1 1 ER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO _ I CO e I co +c: J ENSURE THAT ALL ROOF RUN-OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT o v . + , I +0. OF WAY. GENERAL BUILDING INFORMATION NOTES:• bop +0� 6 AGRADEGTO DAYLIGHT I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE T / 2. BUILDING DESIGNER SHALL SIZE GUTTER SYSTEM TO CONVEY A 25 YEAR (MIN) OBE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 1 STORM EVENT (8" PER HOUR). 02@ 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS 1 • 1 0� 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS i +0 boa @° +0 + +�� NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. TYBEE ISLAND REQUIREMENTS. W • W W I 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING m m I l oA 1 I@ co- -+06� EDGE OF PAVING 0 6 + REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND NOTES: U = < g i HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND L� £ DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, _ O 000 � � @� o , PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE O(D + + FOURTH STREET 60� R/W +0@ APPROPRIATE UTILITY AGENCIES. ¢ 0 Q j I I 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING [-- z Z O O 0 Z Zdu >- Ll 1 UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES W < --1 Y fY W AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO 0 W U O I LEGEND EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE U) z W >'0 O 1 1 CONTRACTOR. W W a 1 1 ITEM EXISTING PROPOSED Iz W m 0 ii I I GRATE INLET 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH <H a- a TOP ELEV 6.29 fi TOPO ��. 2 3 THE OWNER. ALL ITEMS NOT TO BE RELOCATED OK GIVEN TO THE W D OWNER WILL BECOME THE PROPERTY Of THE CONTRACTOR. Z Z CON TOURS PROPOSED SITE PLAN --12 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 1 10' DRAINAGE DO NOT ABANDON UTILITIES IN PLACE. FLOW -..,-- . - . - _..0_,..... 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED I ARROWS CONSTRUCTION. TOP OF G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. PARKING TPS 12.30 X TREES TO BE REMOVED. C^TACT A MINI!UN GP 7? E GGRS FEMA MAP NOTES : SLAB PRIGR TG DIGGL7G r Di'Ct I . HIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO ,�_F1NISH£D EASEMENT NOTES: GRADE E�STING- DOMING- -FlN LED F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 02 13 F, MAP REVISED SEPTEMBER � :�� GRADE GRADE 2G, 2008 (88 DATUM). TRAFFIC AND RIGHT-OF WAY NOTES: GRADE _ VARIES __ VARIES _ VARIES - 1.0' - VARIES 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE (j ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 11 ='F=� RECORDING. n, ill��r`fir' �r.1r .\r,"\ 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO �� °/ \} , COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA <Beroac��o i \<<�\I' 1" �/, \\ \r�" ANY CONSTRUCTION ACTIVITIES. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. -� \i t 4 4 �-7 0(r ,� ar �r, 3 3 vim v' PERSONNEL. UTILITIES PROTECTION CENTER E E �� E �> >�� I-800-282-7 1I /,ar, ,,;\r \fl SPECIAL AE AND VE ZONE NOTES 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT MINIMUM OF I'ABOVE FLOOD. OF ANY WORK WITHIN RIGHT-Of-WAY. G��R Rq -ELEVATIONS SHOWN -ELEVATIONS SHOW ON PLANS ON PLANS 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL , � - STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. * No, 28372 7�' SWAM DETAIL SWALE DETAIL I PRA 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, Survey Information : .2 - ; OPTION 1 OPTION 2 HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE F4 GI Nti�� ilot to sods n �0 sods FLOOD. Survey : Reynolds Surveying q A. 13 : • 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE INCH I SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND Date of Survey : August, 20 12 OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS SPECIAL CONSTRUCTION NOTE: Datum NAVD 1 988 DRAWING NUMBER Special Pre-Construction Note : ABOVE ADJACENT GRADE. r Contractor to verify all existing and proposed 5. BREAK AWAY WALLS ARE REQUIRED IN VP"ZONES. I> C ?I��',/,( � � ��i�� i ��`.� 1,`=j(1 i ) I t 1[1 it, / 1 {j Y 9 P P ��,I`(_I +ljt f t1 t) ��';J �I��Id�1 structure locations (drainage, sanitary, etc.), OI. Al L(tiROR, �ISCkEPANc Y OR GONFLIC IN 1 F11= P ANS, SF�C'IFICATION 1 C)I' tops and depths prior to ordering materials or C. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH CONSTRUCTION S IAKIN __ +F 1 ,..... ) k beginning construction. ARCHITECTURAL PLANS TO MAKE SURE BUILDING FLFVATIOPlS NPRT PEA AnIU FAIL-`i O `.) F (:� 1 }�� `� '� O f i( I()I CODE. COI�STU�17c�N, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR _ _ .„„„„,..„-___„„„,....... 44,Ned i EXPENSE INCURRED BY NIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE SAID ERROR, DISCREPANCY USE NCY OF OR CONFLICT. F © � _ - 0 2�} 1' I I i IxV f qr +Ab, t i SD1 -A Du X rt BENCHMARK 0A ti0 66 +6 NAIL IN 8 38 PALM Dss SOIL EROSION LEGEND A + `` `` x � __-� S 71°02'42"E 78.661DI1988 +�� .4 , Ds2 ° ,-- • _- __=- . - - $� __ �-- _ �. - TEMPORARY SEDIMENT BARRIER Sd1-A 1- '0 5 8" RBS CP ��A— A A A 6 x 4 + +60 q"' q�v,` r /� ti Q~� _ ♦,�� TEMPORARY HAY BALES Sd'I-Hb o ! x ti� o o� �, �4-� P�'4 ! p Off CP' / 6o t + Ii CONSTRUCTION EXIT Co k GRATE INLET T 1P ELEV 6.69 1 r t t(C) MULCHING c1 ( . ...., II I x _ LOT D v 1 IE 4.41—, 1 66 — Lai'_ 1__ B v I , . \ 1 I x + o� 2 r \ \ qe �.� DISTURBER AREA STABILIZATION EEDIN ATKNr �2 // \ tiff ` WITH TEMPORARY SEEDING IC PIPE ,i t , �, \ +6 \ t� DISTURBED AREA STABILIZATION v 1 15" PLASTIC i // ! x i + L /i ��- WITH PERMANENT SEEDING T tiff stiff 4 39 _� 7 , v —, +n 1 + / r``X 02`x` „.-1--- \I �' \ ii s - DISTURBED AREA STAI3ILIZATKlN �g4 V O 1 `_---_-- II - WITH SODDING I 1 I . _;\ -----__ / ,,q4' \ c _ ltl /� - --_ . _ } i �,t CHECK DNA d!S ? N 1 Z / L� Q I-- /'' I REMOVE EX-1-1G i ; 'q € �- ) O \ / I I `9 v •' PALM AND I ,, STORM DRAINAGE OUTLET PROTECTION c 1 I4 / 1 t ° ! • °q� REMOVE EXT'G 6 +66 i i i +A ° ofr r PALM AND REPLACE ON SfTE +6. 1 DU < 2 0 - _ ° :---_ �� REPLACE ON SITE I _ 'r � O w co `'� y co � �� r i� Ds INLET' SEDIMENT TRAP Sd2 V 0 0T m I 1. \ 1 ± \\ Off \\ 7� 1 ——— °' �eL=��%_ SEDIMENT TRAP w -� Ds2 Sd3 z ¢ N o Ti' _ o � • �� ,�'� ..1�� -:�. , BUILDING r ° < m ��. � OUTLINE / oo G£OTEXTILE 4 . t ` '- Q Q 1 J 0014■10,siroisw,,aavirito. , /, !0, LOT C 'Q 04ol owa solrw __ r ,' GSA ATIO� El, ."'� Q Q.&. 1 1 1"..i l i a i_`.e,at�As --- �v� 4 � ROCK RIP-RAP j r I / 0 +---- '� +66 oti�4 �qw CONCRETE 6. v W --� o�4 -- ->'q'- REMOVE EXT'G �o o ° LEVEL. S ( 1 ��`� PALM AND CO) 1 y0v REPLACE ON SITE ,/ RETROFIT O x +co 6� - 1 I /'/ ‘''e'v q?v DUST CONTROL Du V1 1 I x v , , O 6 ( o , I N I I I +� 66 /' , t1 I N o m a 6 x x x ,6 x x x x x x k x +4 x x c�,x/ x- x n o +6 I I -- _\ N 71°02'52"W 78.80' �` �G� �� o c I t Co 'g I n °y Ds `� Q4,' �. , �`�� e �< e Du 1 4, .( 0 ' Q o Q DSI 62 Ds2 oq� o; ° _< Ds2 I 6`5 i i +co +6 REMOVE METER AND + 1 I - RPLACE AFTER BUILDING IS SD 1 -A oo t t +6� �' Q 0_ i 6 I I MOVED ON TO SITE LIMITS OF SPECIAL SOIL EROSION PREVENT ION NOTES : w z DISTURBANCE w w �6 , , 1. The state of Georgia requires that the initial soil erosion prevention �� 6 i +6N. +66 +6� measures shall be inspected by the designer within 7 dogs after Installation. Cl) < +6 +° + 6° 2. It is the responsibility of the contractor to notify the soil erosion 0 z I .P Y fY Z I ��, + ti 6 prevention plan designer within 7 days after the initial soil erosion measures are in I✓ D w 0 H 0 `6. +co +66 EDGE OF PAVING �6 place for inspection. L O Q a '� 1 3. Soil erosion prevention plans shall be kept current and on site or readily accessible ¢ z o a' O w at all times during the duration of the project until after final stabilization has z d J `� c3 1 Ix 6 occurred. o 0 o D+co I +0 ' +6 w 5 U 1 FOURTH STREET 6 0 R W 4. Primary permittee must provide o copy of the soil erosion prevention plans to each I secondary permittee. fY > m z I QH z 5. Contractor is to keep a record of his inspections of the soil erosion control z � measures to include at least the following: Z z I a. date and scope of the inspection N O Lil O GRATE INLET C.b. major @observation performing udin inspection noncompliance incidents TOP ELEV 6.29 1 Inspection reports are to be kept current and on site or incidents) accessible at all times o during the duration of the project until after final stabilization has occurred. � a 6. Sampling of the outfall is the responsibility of the primary permittee and sampling 4 xi requirements are to be as per the NPDES general permit. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I Silt fencing is to remain in place until final stabillozotion. c iacT A I��[r1Ur 7z ;; ills „ = I0' PR't`'cRTO KG]'u 8. Waste materials shall not be discharged to state waters except as PR°r CC)70 c authorized by a section 404 permit. V��.._ --F 9. These ES & PC plans are in compliance with waste disposal, sanitary ( ; i sewer and septic tank regulations. Erosion and Sediment Control Phasing ` ° 1 10. Great care shall be taken to prevent oil spills and leaks. In the event UTILITIES PROTECTIIN CH,ER 1 that a spill shall occur, stop the spill source immediately and implement 1-800-282-7411 BMP REMOVAL NOTE : Initial Phase (Phase I) $MP's and clean-up for the spill. k 1. RETROFITS,TRUCTIOI EXIT TO BEENCE IN PLACE l• This phase shall include Silt fencing and construction Goo R 14 UNTIL FINAL STABILIZATION exits and sediment and detention ponds to be installed prior to an/ �`� sTF HAS OCCURED. WETLANDS NOTE: -� land disturbing NO. 72 .x activities to prevent sediment from leaving the site. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * P1t(1Ft�f01iN. ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 4_4;2,4_t:- RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II 4rf c I N E�� Intermediate Phase (Phase II) PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION A t `�' WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. N0. 2104 1. This phase shall include construction of any outlet structures, ISSUED 11-5-05 retrofits, check dams, inlets EXPIRES 11-5- 4 DRAWING NUMBER protection and temporary grossing. SPECIAL CONSTRUCTION NOTE: R 1 iF miF COW WRAC T OF? KNOWS OR GAN KEASOW CL Y BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONF ACT �. 5 Final Phase (Phase l{l) IN THE P.APNS/ f EC/flO 7 i) OR II ERROR7/ 1 DISCREPANCY A l 1 llT q CCII LH l{C L M PR/o %O C N I UC/iON, HE S TALE NOT BE ENTTTL ( GALA I = 10' TO COMPENSATION FOR ANY WORK OR EXPENSE 1NURR Y MIM L`OK Wt KK - 1. This phase shall include outfall protection, any revised RurRr � CAU AIRRO , DISCREPANCY ' {p rotection and any other permanent devices. OR CONFLICT ' 1 20' '25' SOIL EROSION LEGEND ' i t.,- TEMPORARY SEDIMENT BARRIER Sd 1–p i 4• TEMPORARY HAY BALES ♦ t),(1" Sd1–Hb j SD •A CONSTRUCTION EXIT CO 4 x art 0 BENCHMARK MULCHING ` i I 0 p I 6- NAIL IN 14"PALM �1 4• 4• 4< J ♦ ELEV 8.38 o� 4 w S 71°02'42"E 78. ¢'D1 1x88 ♦4 4� 4'. OtSiUR�Q AREA STABIIiZATION I - Oe2 - -e 5 8 RBS o> A — r=A '� WITH TEMPORARY SEEDING � I F + oy �v4 /— "--i-.'w 4`�, wa' 7 0, IDS2I DISTURBED AREA STABILIZATION �, ♦ ti2q qev �-- WITH PERMANENT SEEDING t __x ° � v I - % , o O 4� DISTURBED AREA STABILCZATKNI b• 1 + WITH SODDING > . I i GRATE INLET x -�ti—tom ti—ti—•t.�-�— TOP ELEV 6.69' x IDs2I It s CHECK DAM d—S _ T �p -C21 LOT D j IE 4.41 x +� < / \ LaT -- �_-1� Avg I �.��` STORM DRAINAGE OUTLET PROTECTION ® `-J 10+ q • kit/ 15" PLASTIC PIPE I 1 ; o ■ b• \ INLET SEDIMENT TRAP Sd2 (.0 IE 39 i i x i + + �� ` titi � Cr) '� x O`� ; SEDIMENT TRAP I 1 N. Sd3 o i / v, ill GEOTEXTILE t w Z ;/ + k LU Z ' CHANNEL STABILIZATION 1 I I Q N II-- ��_° 46 ; s VEGATATKNrj r � Iz — (') o� 4 c,:::::"; E I 0 i ROCK RIP-RAP v ) 0 ° 0) O + ♦ °� ♦6 I CONCRETE CC CO ��w �\ J CO o' , °��v i < LEVEL SPREADER W O W o ~-7 -____ _ I. .< C7 m I s 6 --- -- -- --- +4. o �g nix:o �� •g - + RETROFIT Q CIS z N Cr) W a s®a's!� i I o z M m of "� Q Q,® Q`,, Q ( / ;` s co Oo LOT C DU CONTROL. DV III- _ 0 �0 0 ti )06-q)6.-4 �; DS2 > Q n O I_ .11►OtrEi .1�_ .e�e1� OTi �v ._1 1 0 • �A $.‘<V Erosion and Sediment Control Phasing I i 1 sit W °� �4° c I v�°� ± Initial Phase (Phase I) (f) t ' , s o< c ' �-A ��.A en 7 ---' ••1 .i a-�A �A' _�A —' 1. This phase shall include Silt fencing and construction• +° a •r—!' —;_A v exits and sediment and detention ponds to be installed prior to an. CO +6• F x p�'� ti�q ,04 ,� I land disturbing < �q�v ; ° , ♦z� I, activities to prevent sediment from leaving the site. I i ♦ DS2 +�• ,��`� Intermediate Phose (Phose II) , , I _ ltAk X X x X x X X X x °� X +X x •� `` X - � c y,• , 1. This phase shall include construction of any outlet structures, o o°c 5 8" RBS + N 71°02'52"W 78.80' ��A ; ° retrofits, check dams, inlets a YP 0q�v Co 4 ON' I protection and temporary grassing. 0-ON' �� O6 ��ite < s a o o ° 1 ��. ��. I I Final Phase (Phase Ill) ti P °� l 0 `--- =' 1. This phase shall include outfall protection, any revised �, +� I DS : inlet protection and any other permanent devices. w s's IT o�p6 ♦ SD "A +ID ii Q LIMITS OF I--an SPECIAL SOIL EROSION PREVENTION NOTES : 0- i- a_ �° DISTURBANCE 1. The state of Georgia requires that the initial soil erosion prevention w w Q �� co- p ♦�� Co+6 measures shall be inspected by the designer within 7 days after installation. 0 f +co- +o• �°` ♦°°• 2. It is the responsibility of the contractor to notify the soil erosion U i f �4 + prevention plan designer within 7 days after the initial soil erosion measures are in I 0 Z Z z G °ti 4� place for inspection. 1- w O F. O }o' Co- EDGE OF PAVING 0 O(9 : Q U I. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible -1 u- o Q > I- 1 I at all times during the duration of the project until after final stabilization has < 0 Z o a- 0 z w �o 6� occurred z z ` z 0 + + FOURTH STREET 60' R/W ♦6 4. Primary permittee must provide a copy of the soil erosion prevention plans to each D w > U secondary permittee. w w w o > m z 5. Contractor is to keep a record of his inspections of the soil erosion control <C t measures to include at least the following: w o a. date and scope of the inspection Z z GRATE INLET b. name of person performing inspection (Ni O TOP ELEV 6.29 c. major observations (including noncompliance incidents) w Inspection reports are to be kept current and on site or readily accessible at all times Li V during the duration of the project until after final stabilization has occurred. 5 1 6. Sampling of the outfall is the responsibility of the primary permittee and sampling t SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II requirements are to be as per the NPOES general permit. I " = 10' 7. Silt fencing Is to remain in place until final stabillazation. CONTACT A MINIMUM OF 72 HOURS 1 a Waste materials shall not be discharged to state waters except as PRIOR TO DIGGING Z BMP REMOVAL NOTE : authorized by a section 404 permit. s`,s,,,o,?Lr0„, 1. RETROFITS, PERIMETER SILT FENCE 9. These ES & PC plans are in compliance with waste disposal, sanitary AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION sewer and septic tank regulations. (�(';-! HAS OCCURED. ° P 10. Great care shall be taken to prevent oil spills and leaks. In the event << Iron��0Y that a spill shall occur, stop the spill source immediately and implement UTILITIES PROTECTION CENTER il BMP's and clean-up for the spill. 1-800-282-74: 1 6�,0RGR, ,F S 3, WETLANDS NOTE: 1't 1 a.No. V3372 I ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * _i_ t ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL -2.4- 1 i RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II ,y F�c I N E�� I PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION 1 ` A ec WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2104 4 ISSUED 11-5-05 g EXPIRES 11-5-14 DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: . is IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I” = 10' C 4 REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED ... s TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK - — REQUIRED TO BE RE–CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 I0' 20' 25' i Y 4 OF 6 SHEETS 1 • SOIL EROSION LEGEND i { TEMPORARY SEDIMENT BARRIER A. Sd1—A • +A a. TEMPORARY HAY BALES Sd1—Hb SD I A CoNSTRUCTLON EXIT Co x r� 0 BENCHMARKMULCHING On ti6 p 6 NAIL IN 14"PALM �1 A. n• A. J + ELEV 8.38 2 • 2 x A x .- x �� -''1 S 71°02'42"E 78. /D11988 +A �� • ill + + A DISTURBED AREA STABILIZATION Dral , 2_ +�� 5x8„ RBS °titi A Ai—�—A WITH TEMPORARY SEEDING 6`' v, .4. F + ►- -_�1 ' 1 10S41 p{SRIRBEp AREA STABILIZATION �� + 4P 4vv ., < WITH PERMANENT SEEDING t—'— 1 I 6� •I I o' BsL +�`� < WITH SODDING srABILaaTwN D84 i ! GRATE INLET x �� a C)Vria ANC�l�� J I TAP ELEV 6.69 < CHECK DAM d—S .t x DS4 '-''1 ' / . , , , ( l_ IE 4.41 0 s ,o / �'.T'..,/ /T j ( '_\.i� LOT D STORM DRANAGE OUTLET PROTECTION 0 x �: j`�/ / / i , //// / / ,/ ,y� o ,/ DS4 /s O+Q � ' / /./ / / , ° I 15" PLASTIC PIPE ; i x �° ,o ,.. , / ,/ ./ , ,/,/.// , . ,• ,/ ::: TRAp/ y j 2 /// j' i / /x° ' - •//;/ ,' /, / / `, Sd3 _ / , t1LItIIJsIi;JfrI*ar4, / ROOF OVRHANG / / / ' / ' /�I,I�III (APROX) _ / , , / ' '�'*.#,# , / % / / . '� cEOTExnLE j W z•� / / , / / / CHANNEL STABILIZATON I #S#S# / / / / / i // ' / //./ / // / '/ , / s '_ vEGATATiON 1iI Q �'?o : 0i8i$S544 / 0 , ., ' /./ / / ,/. / / ,A / ON RE TE_R ' CIS 0 0/ v / / /./ / , / : . / i z i IDS 4I LEYEL SPREADER 'f G) w/ / / / , / / Q, 0I1 / / / , / E/ /�/ / / / / / , , / / u� A /• / / / / / , , / , , RETROFT ©/ / / , ./ / / / / / // // DUST COOL. z I ft /./ • / / / / / / LOTC Q 14 �� I+ V��'�L�1'�j:�� i � r►:� ROOF OVERHANG / < • c0 -I S ft.t..tits*.t.iii►. ..wwe l�o�Row-._mil_.. (APPROX) ¢ f �" .� ,.�v Erosion and Sediment Control Phasing I i 1 0 I ti� ' 9 v�•4�o ±``� Initial Phase (Phase I) I s CI) I �� a �A A 7 A =�_��Si A _r,_�,_�, -� 1. This phase shall include Silt fencing and construction O + �, 10S41 exits and sediment and detention ponds to be installed prior to any CO i +� E x o�� 4 :� land disturbing F a. a 4�v I°' BSL ;� 0 • i b� i, , activities to prevent sediment from leaving the site. r Q� DS4 ! + 9 I .' I 0 S4 66 `� Intermediate Phase (Phase II)+ o �$2 ,' < < t6 65/8° RBS x x x X X x x x �A o4 `' X_ X. X •�X/` X ,,. ,,�'�' 1. This phase shall include construction of any outlet structures, o a +6 N 71°02'52"W 78.80' c,� ;• 0 < retrofits, check dams, inlets y ructures, i - b tiO4�� Co `, °�`�� protection and temporary grassing. . ; i w w r.° ��, ��.j) ��j `°6 � it s s w I o a gg o Q ) N L 626 �� Q�� o 0 i-C; I Final Phase (Phase ill) 4 0 6 1. This phase shall include outfall protection, 0 6� +6' < 10S41 P p ton, any revised ' inlet protection and any other permanent devices. _ - + SD 1 -A +6� I 1 Q i 6�0 f LIMITS OF SPECIAL SOIL EROSION PREVENTION NOTES : kr kr DISTURBANCE w z[--- 26 1. The state of Georgia requires that the initial soil erosion prevention w W Q 6 6°• +6, 6 measures shall be inspected by the designer within 7 days after installation. a. 2 + 6 < _J +6. +� +6°c + 2. It is the responsibility of the contractor to notify the soil erosion U _ 0 ��, 2 prevention plan designer within 7 days after the initial soil erosion measures are in 0 z Z z 6 6 �6 place for inspection. L- E- +6 +6' EDGE OF PAVING +6 D 0 3. Soil erosion prevention plans shall be kept current and on site or readily accessible 1 o Q > I at all times during the duration of the project until after final stabilization has ¢ o z a �- 0 z 6+6-, 66� �� occurred. z Q `� Y X I w :� +0. FOURTH STREET 60' R/W +6 4. Primary permittee must provide a copy of the soil erosion prevention plans to each �_ jU i secondary permittee. w W m 5. Contractor is to keep a record of his inspections of the soil erosion control Q j-- <1 measures to include at least the following: w • Z a. date and scope of the inspection Z z 0 1 o GRATE INLET b. name of person performing inspection N TOP ELEV 6.29 c. major observations (including noncompliance incidents) 1 0 inspection reports are to be kept current and on site or readily accessible at all times 5 Li during the duration of the project until after final stabilization has occurred. Li (i 6. Sampling of the outfall is the responsibility of the primary permittee and sampling i requirements are to be as per the NPDES general permit. t SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 7. Silt fencing is to remain in place until final stabillazation. 1" = 10' CUUTACI A MINIMUM I'F 72 P.UU t 8. Waste materials shall not be discharged to state waters except as PRIOR To DIGGING PS BMP REMOVAL NOTE : authorized by a section 404 permit. ,,,?Ro trT,o,� 1. RETROFITS, PERIMETER SILT FENCE 9. These ES de PC plans are in compliance with waste disposal, sanitary ..-'' - ' AND CONSTRUCTION EXIT TO BE LEFT IN PLACE e d r sewe and septic tank regulations. (r 4 UNTIL FINAL STABILIZATION P g ��i E HAS OCCURED. 10. Great care shall be taken to prevent oil spills and leaks. In the event fs 4,-ORE�\> M that a spill shall occur, stop the spill source immediately and implement UTILITIES PRfTECTI[;: CEI�:TER r BMP's and clean—up for the spill. 1-800-282-7•11 I 4RG ;. Goci S TF � WETLANDS NOTE: IN.. \ °)„ :, .. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF 1* PROFESSIMAL * f ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL Kt 2 :RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II �c I N EF-�PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION A Bosw" i WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2104 - ISSUED 11-5-05 SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = I 0' �, 5 ,. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK [--- I REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY O OR CONFLICT. 0 10 20' 25 1 1 5 OF 6 SHEETS 0 SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: I 1. NARRATIVE: THE EXISTING SITE iS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES i 1 i BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE 1• ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES COASTAL PLAIN VEGETATIVE COVERS 2.THE ESTIMATED DISTURBED AREA TO BE 0.11 ACRES. . CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTIUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED MONTH OF TEMPORARY GRASS MONTH OF i i 2. DEVELOPER / CONTRACTOR :VICKY PATTON PLANTING RATE PLANTING PERMANENT GRASS RATE I AT THE EXPENSE OF THE CONTRACTOR. 2332 VALLEY EDGE COVE _ I I I CORDOVA, TN 38016 3• ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) ' ' 3. 24 HOUR CONTACT : VICKY PATTON ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 770-490-1006 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE _ ; BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac I 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 JUNE {HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. I ; EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- JULY- COMMON BERMUDA (HULLED) 10 Lbs. Ac I, BROWN TOP MILLET 40 Lbs./Ac AUGUST OR / " , 1 1 1 CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED AUGUST " i I I i CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SiTE. ALL PUBUC HIGHWAY. CENTIPEDE SOD ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. i0 Lbs./Ac i i 1 I 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER SEPTEMBER- COMMON BERMUDA (UNHULLED) 10 Lbs./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL PERIMETER BE TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS 40 Lbs./Ac OR ENSTA! I FD PRIOR TO ANY OTHER CONSTRUCTION. CONSTRUCTION. THESE MEASURES ARE TEMPORARY. FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 8u./Ac �-•� 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE 7" GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS / F D AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING 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 PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR / OOH` / j T PAi itRNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF �� a 1 CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. U O FLOW PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROWNG EROSION DURING ANY `�� % �,�y' �� -- PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL �� D ' , �, C W d z B ADJUSTED A C CONSTRUCTION THE APPROPRIATE PERMITS HAVE BEEN ISSUED. / =•• 42•�, 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE AS O e').4 m V - m N = 4 PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY i!o '• O• • O l p { ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER / •. •••*•!,� fr <o u) f 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR A TO REMOVE THEM. ' .;• ..."4-• s REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I ,4• •o; 00. • •• .6,-•. . • SIDE VIEW ,/ d ••,••: :• .•off t t-1 U) 0) �w t•10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT ,/ a7 •:• •• . •. .• `.../ CO CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT !• • . E - 10. EROSION SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR •.0000 ��,•.;�• • ....! • ••.• •; j d = G AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE •••• •8.'.•. ''•• -• .• - 8 t,'r.'r't ;:, (f) Z N r FROM THE OWNER OR ENGINEER PRESENT. '•': •'• ! .. �:•0• .'c. �' �''. ..: f i > CO z 7 O il E 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED %:�'' • • x• .. '• •+" m , WITH SEDIMENT. `� �•!� . •' .�•.'�� •� .••: ••�,• ¢ � � z Z s 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE O r., ..•• O .•• •:• ` } Q -�.:; •*. a:e'.•• ••..„;': U FABRIC PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS - •' •o ,� Q -� 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A ,. ,. A 0: ∎ •!. ••• •• .•.';,, FUNCTIONING EROSION CONTROL SYSTEM. AND RECOMMENDATIONS OF THE NATIONAL ARBORIST ASSOCIATION (N.A.A.) IN PRUNING o� - • •• •••' . • J c1? STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF .� e MINIMUM �.�.�:'o;;� •• 'i,'=• � THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. GEOTDO1LE UNDERUNER ` N:.:• ••� m TRENCH 1 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS '• ••• �:' 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.SA.R-2 (1.5'-3.5 0 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "OMITS OF CONSTRUCTION". COARSE AGGREGATE PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, NOTE: OVERLAP 18" AT FABRIC JOINTS 3. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT m STABIUZED WiTH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN EROSION CONTROL GRASSING". N.T.S. Co N i 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED ; p I N i 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 > I - IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW 'c I 17. VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER ` c n WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY 1 E ' A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. - ` (n c ! �n o GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE TEMPORARY S i LT FENCE DETAIL COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. C -A 6 3 4 o WEEKLY INSPECTION OF THE GRASS COYER SHALL BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE _ AREAS REQUIRING RE-ESTABUSHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE 2012 2013 FERTIUZER: 1500 POUNDS OF 6-12-12 PER ACRE SEPT OCT NOV DEC JAN FEB POST SIZE INSTALLATION OF SEDIMENT CONTROLS FENCE MINIMUM 18. MULCH: AND TREE PROTECTION BARRICADES TYPE LENGTH TYPE OF POST SIZE OF POST A (MIN) B (MIN) C Q E(MAX) MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT � 30" H k SITE GRADING A A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL 4'-0 Soft wood 3" dia. or 2X4 30 18" 28" 6" 6'-0" USE 36" D.O.T. W W KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS Oak 1.5"X1.5" APPROVED FABRIC. D UTILITY INSTALLATION NO APPLICABLE USE WOOD OR < cn i Steel 1.31b./ft. min. FOLLOWS CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH LEVEL II STEEL POSTS. MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED BUILDING CERTIFICATION - iMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. 0 z z Q I THIS MAY BE DONE BY PEG AND TWiNE METHOD, MULCH ANCHORING TOOL, NETTING OR PERMANENT GRASSING NO. 2104 FASTENERS FOR WOOD POSTS _ E j LIQUID MULCH BINDERS. ISSUED 11-5-05 0 EXPIRES ��-5-14 ,-;• ~ ¢ r GAUGE CROWN LEGS STAPLES/POST Q �' Q �' � � 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION PAVING NOT APPLICASLE I= ° p Z SERVICE AS BEING Cuc (Chipley-Urban Complex). irWNRENIANCE OF SEDIMENT CONTROL Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. Z < < 4 U w 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO ( LI D Z w U H F.I.R.M. COMMUNITY PANEL NUMBER 13051CO213F, MAP REVISED SEPTEMBER 26, 2008. REMOVAL OF SEDIMENT CONTROL - GAUGE LENGTH B SON NAIL/POST } CD 0 21. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A DS Q 1� z MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SITE DATA Nails 14 min. 1" 3/4" 4 min. W •SPECIAL NOTES: ZONE E 12• N TOTAL ACREAGE. 0.10 ACRES 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACREAGE... 0.08 ACRES S.G.S. SOIL SURVEY FROM WEB SOILS PREVENTEDED BY THE INSTALLATION OF EROSION AND 3 I/8"THICK"ECOSTONE"PERMEABLE BRICK SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR PAVER OR APPROVED EQUAL TO TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. G HAVE BEVELED EDGES TO PREVENT o o COMPACTION OF FILTRATION MATERIAL 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND o ti OR INSTALL FILTRATION MATERIAL 1, N F °7 e 1/4"TO 1/2"BELOW THE TOP OF PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT 0 THE PAVERS Pie s�a or tc. 12"WIDE GEOTEXTILE ALONG WITH LAND DISTURBING ACTIVITIES. O� PERIMETER-TYPE AND INSTALLATION 4"(MIN) LIME-• K OR GRAVEL C[ TACT A MINIMUM OF 72 HEIRS " Sk F .0 SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS SOLDIER COU AS A BORDER -#57 PREF ' D WITH#68 BEING PRIOR TB DIGGING 3 co '134 OR CONCRETE CURB SET 1/4" OR CONCRETE C ': SET 1/4" THE SMA ST ACCEPTABLE SIZE • BELOW PAVERS WITH CONTROL/ No.8 AGGREGATE 1.5"BEDDING AND FILTRATION ABOVE GRAVEL WIT' ONTROL/ c aoTCCrio, 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL 1, sol•u S R JlT� EXPANSION JOINTS AT 1 5'O.C. (max) EXPANSION JOINTS AT 'O.C. (max) 7 x TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT N `� Gulick St OR ELEVATIONS AS PER PLAN OR OR ELEVATIONS AS PER •N • �` BORDER AS APPROVED I� i'MI No.8 AGGREGATE IN OPENINGS .$o o T ■ PROVIDE FOR EFFECTIVE EROSION CONTROL, a G , :�• :�• �o�. FOR FILTRATION ' t5-7.7 '� ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE eo z `� o� q, IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. �,o� y. y a --- ---o:y 4° OF No.57 STONE .6'L. °& `l< -'--- ,° ,Ava 9 0„ 0 ° _ OPEN GRADED BASE COURSE -__ 1E7-7- 1= o o a o III III I - = I 6"(mm.)OF No.2 111 1 UTILITIES PRfTECTIE CENTER , 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO �'� a a 111 STONE SUB BASE 1 800 28? 7 INSPECT STORMWATER FACILITIES AT ALL TIMES. ° o o SPECIAL INSTALLATION NOTE : ?. -, NATURAL NATURAL SUBGRADE -SUBGRADE ALL INSTALLATION PROCEDURES AND 0 R 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. TYBEE ISLAND O MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BASE COURSE- GEOTEXTILE UNDER BASE COURSE cl STF 'f �� Q TYPE AND INSTALLATION TO BE AS PER .- g"� o . ` S- y PAVER MANUFACTURER INSTRUCTIONS RF AND RECOMMENDATIONS. MANUF. SPECIFICATIONS NOTES: l ‹fIr 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. y No. 713372 .' Q I. CONSULT ' 'I TECH SPEC 2 FOR GUI► LINES ON SPECIFICATIONS * PROF'ESSIOWL O FOR BA MATERIALS, SUBGRADE SOIL • D BASE COMPACTION. �r _ _ _ i 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS o� .k' NOTES: y _- V SIT 1. CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED. 2. P • IC, STEEL, ALUMINUM OR PRECAST C. CRETE, EDGING �,q F�GI NEce • VISITED THE SITE PRIOR TO DESIGN OF THEE & SC PLANS. 2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING '• BE USED IF APPROVED. A. 4 TN 2 ASPHALT OR CONCRETE DRIVEWAYS. STRcfI cv_� 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, r 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT SUBGRADE SOIL AND BASE COMPACTION. T r SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. GRAVEL PAVING D ' A I L °' 5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF#89 OR AS NOT TO SCALE DRAWING NUMBER e Q RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TBE YE ISLAND. 1• 9. ANY DISTURBANCE AREA LEFT EXPOSED FORA PERIOD GREATER r4 16-THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. m' SIDEWALK 1 DRIVEWAY 1 C 6 i''' 0. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE v ' Yap BRICK PAVER DETAIL DRI �/E OP TI //�� A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE NOT TO SCALE V N S DESIGN ENGINEER. I . i 6 OF 6 SHEETS • 4 1 I I N. LEGEND ' ' ' Ii NEW EXISTING DESCRIPTION 1 0 °x - r't 0� NAILC BENCHMARK 14"PALM i ' A. A• �`' + ELEV 8.38 i --- -- ± -- ----- x ' - v S 71°02'42"E /78. Di1988 •+�� A� A.• 1 I BUILDING I ` --- O 5 8" RBS titi 5/8" RBS x ° 0 RESURFACE ASPHALT PAVEMENT + +b• 4AV v* v+> /I ,AR\ �� I o ti °ti? / ASPHALT PAVEMENT TYPE I I I . x ti� 0 4� I ti + 0 C) 4 I x BSL + i� ASPHALT PAVEMENT TYPE I I s j GRATE INLET 1 i i 0 1 I i C TIP ELEV 6.69 x CONCRETE PAVEMENT ei I I I IE 4.41 I 0 I LU4'_(11-B I ,�i . „�� / 1 \ I ° °' CONCRETE SIDEWALK \•1 1::::1 1 \ \ 1 '',' 471`� U 15" PLASTIC PIPE ,)4.--- ' ( �9 ; 1 +°' \� +�~~ °� IE 4.39 1 1 �/ n� �� J _ >-,\ �� + L�!----, - SD - STORM DRAIN LINE 1 I _ _ \_ _- / ; 4�v -- SS- - SS SANITARY SEWER LINE CO z �T I ( + N'-- _ _ / I P 1 CMF • _ Q a i i�/ •I ► -_-�� _; I - W - - W - WATER LINE I T 1 w I it z ► // m .L Qv+ \ �I I v REMOVE EXPG ö 4 S --" 0 w ° • O SANITARY SEWER MANHOLE q w °° / o °4 /' REMOVE EXTG PALM AND - E + l\ 1 I + • o x oP 3 PALM AND REPLACE ON SITE +°� w w Z -__- -��,- of -___ .'y REPLACE ON SITE _J x G. GAS VALVE I > Q N 1- '+ `� ti0 N W.V� WATER VALVE 0 o •--- +�° /1 � � W.M. '� w w IC)1 o Ii 1 BUILDING •/ x ■ 0 WATER METER ( m U m m--\1 W I I ( ( REMOVE OUTLINE / --_ Q ' , Ua I • EXT'G FENCE /4 U) z Q N O I __--, ,- �j x FIRE HYDRANT I T I c) z o 0) co Q I I x _____- I- I 1 /4, �� n z = • _ _- - 1 1 v x Q o -� + - -- I I ti �' SIGN Q I 1 + ,v.,k, I o oti A O 0 W I I I o� L_ _° _J REMOVE EXTG },1) 1 + mall U) FLARED END SECTION I I I x �� J �� PALM AND I co 0\ REPLACE ON SITE � x) e a 1 x ° o �7 I I �4D- SPOT ELEVATION •+6 M i l I c�� x+� 1 1 i oP4 �, / ��,\ �..9-� _ - \ CONTOUR 0 x �4wv I o' BSL o +6. x SPECIAL AVERAGE GRADE NOTES : C� `� +°6 6� I/ o� I I I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE LE.4.13 LE.4.13 INVERT ELEVATION i t co + .,�o�,b`�°s �� / \\x1 BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING o N ; g 1 1 ° x x x x x x x x x °�' x + ''' '''.4s. x AND ZONING DEPARTMENT. X CHAIN LINK FENCE „ . ° 1 �� I I 5/8" RBS + _ �' ° x x 4c x/ x 4 2 t 1 +°. -- -- --N 71°02'52"W 78.80' A T__ ^ ; v \\ ��o /, o o�� CMF - - DITCH INVERT I 0 r A \ ti`s I �,, , S �� o- . PROPERTY LINE Cs' s�� i �,<z °4� +` SPECIAL BUILDING SET BACK LINE NOTES . IPF Q I 1 ° °� � ;_*� I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST 0 IRON PIN FOUND ° ° 1 0 o� +6y + REMOVE METER AND OUTSIDE PART OF THE BUILDING. 0 1 I - RPLACE AFTER BUILDING IS °o +° • c5 + 16.83 TOP OF WALK o• I I MOVED ON TO SITE 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, A 51U rI ERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF TP 14.65 TOP OF PAVEMENT 1 I I ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. Z 62D i Co 6 6 FG 16.1 FINISHED GRADE Q 4 �' a +6 + +b. 3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND w w• +° °• ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE TS 16.10 TOP OF STONE z �A + EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING D E- < O 4 °. cat oN. + A° SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF TG 16.10 TOP OF GUTTER o _ 1 - �. co. EDGE OF PAVING 0 THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF I- 0 z Z 0 THE ALLOWED OVERHANG. TC 16.10 TOP OF CURB I- D 1-I 0 H �b I t W0U _ Q w 6 1 '-I LL d ❑ + +6• o° 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING Q FOURTH STREET 60 R/W + o z o a- 0 ❑ SET BACK LINE REQUIREMENTS IF A GUTI ER SYSTEM IS UTILIZED AND FOR z z �- o z DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR 51-1A1-1 5, Protect Information: w (D U 0 I P.I.N. : 4-0004-08-002 Z I-- 1 ROOF DECKS, STAIRS AND AC COMPRESSORS. Z < w > U w Li w I 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING ADDRESS : Fourth Street Q ¢ > (1) GRATE INLET SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. ZONING : R-2 H U tTOP ELEV 6.29 W Cj z SITE SIZE : 0.15 Acres z Z F-. C. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE N BUILDING (INCLUDING SIDING, SHU I I ERS, GU TIERS, DOWNSPOUTS, ESTIMATED DISTURBED AREA : 0.1 I Acres X 1 f EXISTING SITE AND DEMOLITION PLAN DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, OWNER: Vicky Patton w 1" = 10' ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. OWNER ADDRESS : 2332 Valley Edge Cove / \ Cordova, TN 3801 G c li PHONE : I-770-490-1 006 a 1: t SPECIAL AE AND VE ZONE NOTES : FEMA MAP NOTES : CONTACT A MINIMUM OF 12 nO RS x PRIER TO DIGGING TRAFFIC AND RIGHT-OF-WAY NOTES: I.THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA"AE-12"ACCORDING TO Qaorccr 1. BUILDINGS IN "AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA �s o, F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER ° 1 . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE MINIMUM OF I'ABOVE FLOOD. 2G, 2008(88 DATUM). �r�� COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA �`' I 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO (�r I ' ` ANY CONSTRUCTION ACTIVITIES PERSONNEL. STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. +�\\ . r NOTES: 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, c�< AFORE v,>�°�o r, FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE , Information : UTILITIES PROTECTION HTER i`' I . CONTRACTOR IS TO COORDINATE ALL GAS, OF ANY WORK. FLOOD. i-800-282-74: I LIGHTING, ELECTRICAL, PHONE, CABLE AND Survey : Reynolds Surveying >1 ANY OTHER REQUIRED UTILITIES WITH THE 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO 4. FLOOD VENTS ARE REQUIRED IN"AE"ZONES AND ARE TO HAVE I SQUARE -`� INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND Date of Survey August, 20 12 APPROPRIATE UTILITY AGENCIES. PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND Y 9 OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY f2 G tI RIGHT-OF-WAY. SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS G�' �-4 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING Datum : NAVD 1988 c,Q,ISTFR ABOVE ADJACENT GRADE. F .�:) t ALL EXISTING UTILITIES PRIOR TO COMMENCING 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED S .� d i OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING INTO THE STORM WATER SYSTEM. 5. BREAK AWAY WALLS ARE REQUIRED IN°V ZONES. * *I CONFLICT WITH SAME. ANY DAMAGE TO EXISTING 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH �-f°' ��' 'L UTILITIES SHALL BE REPAIRED AT THE EXPENSE SCALE: I" = I F4:11,10- -\?'ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER t OF THE CONTRACTOR. CODE. ( �q 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION 0 I 0' 20'25' . • I 1 WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME SPECIAL F.F. NOTES ; 1 THE PROPERTY OF THE CONTRACTOR. DRAWING NUMBER I. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION GEORGIA D.O.T. NOTES: SPECIAL CONSTRUCTION NOTE: 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. CONSTRUCTION. I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF THE CONTRACTOR KNOWS OR CAN REASONABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, 2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C vim 1 ,, STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. THROUGH THE GEORGIA D.O.T. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR X TREES TO BE REMOVED ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF li SAID ERROR, DISCREPANCY OR CONFLICT. • 1 1 OF 6 SHEETS Ciwpl.� I 4• i , +4. LANDSCAPE THIS I SWALE "A" FILL LOW AREA IF REQUIRED AREA TO L. 7.0 +/- TO ACHIEVE PROPER FG 6.8 65 LF AT 0.4G% i DRAINAGE I FG 6.9 1 - x 0 BENCHMARK FG 7.0 I �p4 A'ti.a ♦ co NAIL IN 14"PALM I 1 /\ A. + ELEV 8.38 � - + __ - f_ - _ -- - NAVD,1988 +A?r A. • }- A. `I 0 5 8" R: . ►��A��V''�1�►r��O e 6111P4 I 1214II �I1�.V:14 0 5/8.. RBS x ,; o pt„ / +�` FG7.8 oti o'' / ., ._ IO' BSL +�`� 1 1 RATE INLET (' FG 6.7 r ROOF OVERHANG 1 TiP ELEV 6.69 _ (APPROX) 1 l • x �/ / / i / - ° 1 I IE 4.41 0 I I JWQ /' / �j-1 / I f LOT D• - / -/ // 4''\* 0 441 I /-- 1 ,i3O/1./ • / // . . // / > 1/ I o 15 PLASTIC PIPE I I / IIE 439 / . ��• ,! ` ./ / // A� iI 4. + I I r( \` I / // . , / \ G 7.5 �� a,, r o , S► I ROOF OVERHANG r ,,5*0 •#∎,#• •#••VV.- fs - / (APPROX) ///. ///// j /-"' G ( nn U kiSsi$4‘44s4V#V1 / . / / / // ./ / // . / O t - LANDSCAPE THIS t"� O 211e, �#,�VA-4 !4�y�,s,A,�yy�,,,�, " �� / • / / . / // •/ / // ./ / ( 0:1: AREA TO EL. 7.5 +/- rLN 0 /w / / //- i II I SPECIAL AVERAGE GRADE NOTES : N�\ °tie�,,,,,,,��,,,�. ,W v/ // /F / / •/ / �z�!,If ` ,'� � I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE p C_ti ��,�,�,$,�,�� / = _I BUILDING HEIGHT IS TO BE OTAINED FROM THE TYBEE ISND PLANNING N VNIPVervr0∎41∎ IZiIi!,��J��►� I o A / / a�,��•�� ►��'►��►�`�O�O� AND ZONING DEPARTMENT. ROOF PLAN w w - V4i4it∎t#1�,�,�,�,�,�,�,�,�,1 / � i • I �i,,,��,",�,,,,,,,,,,,,,,�,,,�' // / / // / / LOT C iI�d'�I*.�nISI ICI ♦ ♦ �i�•�- • I › .< Q � , I• S•. - G 7.0 co ,�' ROOF OVERHANG / ;� ( III O z m I `■ (APPROX) v �� r z =o I I x I °ti �� ' SPECIAL BUILDING GU'I 1 ER NOTES : n j Q Q J W I I I pd LJ!IJ �p °y� +`'x I . A BUILDING GU 1 1 ER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO '� r cf) ! vti°�' }A. ENSURE THAT ALL ROOF RUN-OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT GENERAL DRAINAGE NOTES: T� J ' x L i 3 I I 0 7 / 1 OF WAY. i I I / I _ SWALE "A" I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING 3 _4� CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. i a x / 90 LF AT I .78% 2. BUILDING DESIGNER SHALL SIZE GUTTER SYSTEM TO CONVEY A 25 YEAR (MIN) W i + R. I I N / yam" x I x 4�tip 10' BSL �/ °� / R��-`( x STORM EVENT (8" PER HOUR). 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE O a �� % + �� CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. M I I v +�� 6 / t 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL t=� + °sue / \ xl NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. x x x x x i i o �' x 4. CONSULT TYBEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING u N g p x x x x + pcO I ( 5/8" RBS -tip C x x cc,-, c,x/ x-=$ x- '• co. FG 6.5 REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND i I 4A� \` �,' / e° HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GU Fl ER AND oti0 �� `O 6 �''' DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. `- � i Q 1 a, O 6 I I 4 oQ +�o 0 I, 4 o 4 i +b. I I ° 2 w ; m < t co- - o 0 o + 1 I +�y + 2 SPECIAL BUILDING SET BACK LINE NOTES GENERAL BUILDING INFORMATION NOTES: • 6�p +�� GRADE TO DAYLIGHT I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST I . PKOP05ED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA AT L. 6.2 +/- FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. i 1 I OUTSIDE PART OF THE BUILDING. II i 6 � 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OK FOUNDATIONS GUI 1 ERS DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS I I 6� SHY KIND , , +�� a �� +� + +�� ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. TYBEE ISLAND REQUIREMENTS. w• w w IX Icon �,� 6� 6 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND NOTES: U Q b. 0. EDGE OF PAVING 6 ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE = J I EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, ryp I- 0 Z Z �� SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BO IOM OF PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE +� 1 •6� �� THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF APPROPRIATE UTILITY AGENCIES. 0� c Q �- + FOURTH STREET 60' R/W + THE ALLOWED OVERHANG. d 0 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING Z z z 0 >- Q UJ 1 UJ I UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES z < j 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING 0 Li) 0 w LEGEND AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO D W--' O i SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE U? = W U I DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, CONTRACTOR. W w W 0 I ROOF DECKS, STAIRS AND AC COMPRESSORS. ITEM EXISTING PROPOSED co GRATE INLET 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH �'" 1 ,it, TOP ELEV 6.29 TOPO ti`�� FG THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE (� U 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING 12.3 Z z SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. z PROPOSED SITE PLAN CONTOURS �'2�_ 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. t G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE DRAINAGE DO NOT ABANDON UTILITIES IN PLACE. BUILDING (INCLUDING SIDING, SHU 1I1ERS, GU I I ERS, DOWNSPOUTS, FLOW -...r- - - . - -�-_.... 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ARROWS CONSTRUCTION. O STRUCTION. ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. i TOP OF 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. PARKING TPS y SLAB 12.30 X TREES TO BE REMOVED. CONTACT A MINIMUM OF 72 H RS FEMA MAP NOTES : PRIOR i0 DIGGING sS PRoTECTTo,C,‘ I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO EASEMENT NOTES: -FINISHED F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 0213 F, MAP REVISED SEPTEMBER E GRATE 26, 2008 (88 DATUM). 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE TRAFFIC AND RIGHT-OF-WAY NOTES: (�((� ; _ VARIES __ VARIES ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND i„1-,'ae 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO RECORDING. I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE g< �� )o° _ •,I<,,��' ANY CONSTRUCTION ACTIVITIES. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA -,,/, r,vi-, PERSONNEL. llTiLITIES PROTECTION CENTER lc � 1-800-282-74'. 1 2. ANY AND ALL NECESSARY PE ; d E SPECIAL AE AND VE ZONE NOTES RMITS MUST BE OBTAINED r FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT R / I . BUILDINGS IN "AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA MINIMUM OF I'ABOVE FLOOD. OF ANY WORK WITHIN RIGHT-OF-WAY. (CO<",1 gTF 1. -ELEVATIONS SHOWN 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL ``�`` "" ON PLANS STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. * t SWALE "A" DETAIL. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, Survey Information : ` - .4 not to souls HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE �,9 F4 G I NE�� FLOOD. Survey : Reynolds Surveying `i*A S 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE r Date of Survey : August, 2012 INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS Datum NAVD 1 988 I Special Pre-Construction Note ABOVE ADJACENT GRADE. Contractor to verify all existing and proposed IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN S. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR SCALE: I" = 1 O' structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO I-A C.2 1 beginning construction. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR CODE. EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF 0 10' 20' 25' SAID ERROR, DISCREPANCY OR CONFLICT. 4 2 OF 6 SHEETS u I W A- Ix 2 ' I SD1 „A I I ' ! I j x ,et 0 BENCHMARK DU 1 p\ ti0 pp -- +6. NAIL IN 14"PALM DS '• __ _ _ _ __ SOIL EROSION LEGEND A' A• A- �� ELEV 8.38 2 02 + x 42 --- v S 71°02'42"E 78.� D11988 +A• ' -- D S 2 I ! i '- -0- LOD-'111111x. . .OD-IOa=TAD--0 TAD- SOD-_OD �. TEMPORARY SEDIMENT BARRIER - Sd1 A I ' o A A A A A O A A A A A A o-- A + +o� qPV , ev+ �v-4. i ti 4\ �� 1 I LIMITS OF ► r °'° °' °' °'o pi-a -a -a otiois--a'-cm--en--am + '� . TaAPORARY HAY BALES u ! O DISTURBANCE +�, Sd1-Hb o i I °' I GRATE INL • x I EXIT CO I I TOP ELEV = LOD-L0�LOD--LOD-um s z ' DU R ' IE 4.41 I p= L O.T_21--11 ± I cQ `\.i/ LOT D MULCHING ran T \ x + DS 1 o� 2'-r�\ qQV I AV v _ 4 0 --, SAP // \ \ ci' s / DISTURBED AREA STABILIZATION D>32 �/ 15" PLASTIC PIPE I s ,j-x i D S 2 �o 6• \ ' '�' � SEEDING N „∎ 4.39 // tolh4ton---I.DO- - +A- T/ + �L�--, I DISTURBED AREA STABIUZATION+� o n \ -- I WITH PERMANENT �`;x o \ ,,`2 I - I s SEEDING I I I - ' - ----- / °q�iy ::-.1 DISTURBED AREA S ABIUZATION D84 U O x I +iA ---- ____ /-I i qA c� WITH SODDING ._� ► -'- I w ti+IlLir z v CHECK oAM d-S [� w m z \ //I I 1REMOVE/ REMOVE EXT'G q� _I . N o i i ' qAV / EXT'G PALM AND I •'I r co +6. I I +A ° x o�4 ALM AND REPLACE ON SITE o° i '� ORNNAGE � PflCtTECT101d v 1 0 C� 6� O i 7 O "--rrty --o ----, �w 1 REPLACE ON SITE + __I� s DU CO O I \ I '+ ,1:'. b \ ; I ODs U1 INLET SEDIMENT TRAP Sd2 U7 p� m Z i • • iS.1�o��.,, ,� BUILDING SEDIMENT TRAP Sd3 Z Q N O I--\W �� (OUTLINE / j i I z m f. > 00-(00-0 0 0 0• 4i� 0,Itave.1�'a /I ' 1 n Z =Q JO 0 80 ,a✓ ,O �, i 1 LOT C GIEOTEXTILE C, Q Q ,,js ________--1 r = , CWWNEL STABILIZATION U)�v VEGATATION Ch O i i---- _ o tiZr� qi ROCK RIP-RAP i I 1 � r C.D � ► x o v o/ 2 CONCRETE W aD14 I �"' o'� __+-;q� _, REMOVE EXT'G �o O o I vti�`' PALM AND m LEVEL SPREADER a, CO �0 REPLACE ON SITE / l 0o w i z I x -UET1- [ i�; ®lr--au7 I RETROFIT�`�' YII I / S • I +�0� I // q� Q4ti CO x 'A �/ otie , DUST CONTROL Du CL. i i y��q�v / 6 1 :.1\ 4 .1 ° , N c, 'I I V5/8" +'. +06 (� �� rI \ I o I i x 6 ,C\).•cs .4m i I 0 I I x `x x x x x x x k 0 �_x +x /o I R • �0' O _ x �C x _+o i -- -- - N 71°02'52"W 78.80' �� -- G am- x o csM -- -- -- :::- 1 1 1:',----"''< C S I I Co , 5 / , ! II U I I Oti0 • ,4' \No�� DU f z I 1S\ I ° I 1 26 Ds � � �� q�� Q�� Ds 1 2 +� I I 4� 0 co DS2 II O 2 -- _s o. I I +6y +6 REMOVE METER AND s - RPLACE APTER BUILDING IS SD 1 -A 6� i Q , o MOVED ON TO SITE I I LIMITS OF DISTURBANCE SPECIAL SOIL EROSION PREVENTION NOTES w Z 5 w w 2� +6. 1. The state of Georgia requires that the initial soil erosion prevention p• I I 0 fl CC I +�2° i +6 +6. measures shall be inspected by the designer within 7 days after installation. - (I) O �• +i �� +� 2. It is the responsibility of the contractor to notify the soil erosion D H 0 z 1 . co* c-o 2 ti 1, prevention plan designer within 7 dogs after the initial soil erosion measures ore in I- I 0 p EDGE OF PAVING -f : u I I +�� place for inspection. 0 u 1 1 �� 3. Soil erosion prevention plans shall be kept current and on site or readily accessible Q Z d o a o w x 6. , , + at all times during the duration of the project until after final stabilization has Z w Q U O E-3. 1 + I I +6 oCo occurred. w• U) Li 1.f FOURTH STREET 60' R/W • w > U 4. Primary permittee must provide o copy of the soil erosion prevention plans to each w Z w o secondary permittee. C� > m z I QH < 5. Contractor is to keep o record of his inspections of the soil erosion control w • <H _O t measures to include at least the following: Z z GRATE INLET a. dote and scope of the inspection TOP ELEV 6.29 b. Home of person performing inspection 0 W c. major observations (including noncompliance incidents) J w Inspection reports are to be kept current and on site or readily accessible at all times a :x during the duration of the project until after final stabilization has occurred. w I, 6. Sampling of the outfall is the responsibility of the primary permittee and sampling SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I requirements are to be os per the NPDES general permit. g t. I " = 10' Z Silt fencing is to remain in place until final stabiliazotion. CONTACT A MINI MUM IT t? N JRS PRIOR TO DIGGING 8. Waste materials shall not be discharged to state waters except os �oTCCrio, authorized by a section 404 permit. \S J �� ft 9. These ES & PC plans are in compliance with waste disposal, sanitary (07-77i I II ' sewer and septic tank regulations. 4 t Erosion and Sediment Control Phasing ��< � v 10. Great core shall be token to prevent oil spills and leaks. In the event UTILITIES PROTECTION CCL[ER that o spill shall occur, stop the spill source immediately and implement I-800-282-74 I I k BMP REMOVAL NOTE : Initial Phase (Phase I) BMP's and clean-up for the spill. Y, 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE 1• This phase shall include Silt fencing and construction Gtio R G/, 1 3 UNTIL FINAL STABILIZATION exits and sediment and detention ponds to be installed prior to any ��G�STFRF } HAS OCCURED. land disturbing WETLANDS NOTE: ` R Na 28372 activities to prevent sediment from leaving the site. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * PROFESSIO�tiAl ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 1 Intermediate Phase (Phase II) RESOURCES. LAW FOR DEVELOPER ARE PROTECTED AREAS LEVEL II + FNCIIJE_�` WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. CERTIFICATIONA 'IV"- NO. 210 4 i 1. This phase shall include construction of any outlet structures, ISSUED 11-5-05 retrofits, check dams, inlets EXPIRES 99-5-14 DRAWING NUMBER A protection and temporary grossing. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT Final Phase (Phase Ill) IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' C . 3 i,, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED ii TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK - 1. This phase shall include outfall protection, any revised OR TO. BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY O 10' 20' 25' inlet protection and any other permanent devices. 3 OF 6 SHEETS ewer i I I SOIL EROSION LEGEND eL�� TEMPORARY SEDIMENT BARRIER Sd l–A TEMPORARY HAY BALES C -Ht] ■ SD A CONSTRUCTION EXIT CO ■ I I 1 I x c 0 BENCHMARK p4 0 0p +0 NAIL IN 14"PALM MULCHING �� I i / �' el ELEV 8.38 n . - } - 0 x x x r x +�?� Pv S 71°02'42"E 78.� 'D� 1988 +n � � � WITH TEMPORARY SEEDING n• y +4 ♦ DISTURBED AREA STABILIZATION ; ; 1 0 us— , to--us---ui I SOIL EROSION LEGEND • �� TEMPORARY SEDIMENT BARRIER { I . A. Sd1—A • 2 f j +``• TEMPORARY HAY BALES Sd1—Hb 1Ds4110S41 SD 1 AA CONSTRUCTION EXif Co x BENCHMARK MULCHING �1 ` O4 �O �O �� +0� NAIL IN 14"PALM I I 4- A" �" ELEV 8.38 ' ! ► + //' ++ x x x x +A- Pv4 S '71°02'42"E 78"��`'DI 1988 +A" A•• A.. t�-tom—tom— 4 li-Mall—t�l— tom-iii-�Lf�— ♦ ♦ DISTURBED AREA STABILIZATION i 1 l , 115"—"i2 i O� A —�-A A A A A A A A A A *—A A A WITH TEMPORARY SEEDING j < . 1 +o q4. \ti A'v* /+-+� '�' 04 �"� �� < 10S41 DISTURBED AREA STABILIZATION D>s3 I I i LIMITS OF ---an—an- i+• .n—an-- —s�—sn—�n —gh--an--∎sn—an=an—� + wtTH PERMANENT SEEDING DISTURBANCE ► ' r'n o Oti < ♦oe ` I O' BSL +`�� < CO DISTURBED AREA STABILIZATION �4 ; i • GRATE INL x 1111 u ROOF OVERANGt.--tom— I c� WITH SOOdING I ,TOP ELEV 99, k DS4 / .-, 1 , , . / / /, , . CHECK DAM d—S IE 4.41 , ,te / 01/ / / / `� Go LOT D x + /...-1-- ; r/' / • / / , 77',-.... // . v i ®` STORM DRAINAGE OUTLET PROTECTION 15" PLASTIC PIPE 1' o ,U �,• / / ,/• //:/// / / 4\ I• A \II I; �• tam-- �; +� /// : '/ <, .j•'// % < INLET SEDIMENT TRAP r n j {� Sd2 1 i + ' ± x o2 `�' / ,/,/ // / /" < SEDIMENT TRAP Sd3 I I 1 j• ry,,�,�►,SI��/,,��'I,!*�p.,� - ROOF OVERHANG �/� •// / /�,/. c[Fli U O 1 ► 4iSils. „ , , , , 1► Al i , , , , /./ / //., / / / / . m 4PV G£OlEX11LE p w R; ► , , ,� , ii , , , , , , r► * , / //; / / ' / // / / / , / = O CHANNEL STABIUZATKiN }�- r ♦ '�)< N SrirSrS S l 'S,*° VEGATATION i ! ; D ROCK' DS4 J• rrrrrr ,I . > a// / / / / / / / //.,/ / / _I I LEVEL SPREADER (.y m W •��Jr��w�r�'��%ti��r,�,r rr,",rr • _/�O Q / //. / / i /,,/. / /,�/ / i /,/,. s _ — Q .. r�v� p^��ii V' ♦ . �Ii Yom' r r r �� , / / / / / , / / / = 1s 14 kilV,��rite..��t,itre��!1l�t�i 1W#41,4#40 .////./ /-/ f/ , . ,•/ ; / , / / // /• / i 6 o I , �i� I I�i Z W fir/ 1.�,� 5X41*-04.".1 **.rA`'i r r r r VI / / / i / / •� / / ,/./ /• / u- 1 j ! z ,,, ►,�p1�. 1'�,.,��1). .�, - �► ..,,� � .�� / , /, / / ///., / , Q DUST CONTROL pu ° Q =• / �• • I LOT C Q I� ,.li ��!'Ir�� J� �� :'I,�' ROOF OVERHANG s ,� } —I a i��r.. ,�)�:L.l�i..�1.�,�!�.: u�1/J� (APPROX) �q4 ,��j s 111• ti� •i. Erosion and Sediment Control Phasing I T I W [ ,__��—� r o�4 o'77< o Oti < ° cn v��' ±�" Initial Phase (Phase 0 A A �• A •A •A •A •A • A •A A A �� L w —..i —nn—♦n—•„—.n—+n /, --.n—.n—w DS,4 i. This phase shall include Silt fencing and construction 0 + o P g ctron +�° F x o�� N Q�v* QA, < . exits and sediment and detention ponds to be installed prior to any E•0 land disturbing 'S a v��4�y I 0' BsL �' D I.r 4. 's\� < activities to prevent sediment from leaving the site. s N i In w S 4 0cO (7 I '.� ” ! o + �� Intermediate Phase (Phase II) C - x x x •Cs A" .. i; 4 00 65 8" RBS x x--x x x x— 0,• 00 x +x x • ' x _ � i' ' a +� N 71°02'52"W 78.80' ��4;' O < 4 1. This phase shall include construction of any outlet structures, ,, Q�v 'CO y�� retrofits, check dams, inlets a tt CO �0 �,o protection and temporary grassing. o '`� ��4' " ) --- �$) < < v, 1 w cg d0 I C o X26 ��, ��" �� o ��" I I . Final Phase (Phase III)e44 :,. �� +6� (DS4) 1. This phase shall include outfall protection, any revised o + SD MA 6� < , < inlet protection and any other permanent devices. W LIMITS OF + L�� Q SPECIAL SOIL EROSION PREVENTION NOTES : 0 DISTURBANCE s ��6 I- 1. The state of Georgia requires that the initial soil erosion prevention w w 6�� +�� +66 �� measures shall be inspected by the designer within 7 days after installation. CL i + +6 +� + 2. It is the responsibility of the contractor to notify the soil erosion U = ° 0 prevention plan designer within 7 days after the initial soil erosion measures are in 1- �� 0<o2 co- EDGE OF PAVING co- (f)place for inspection. H D Ow 0 Z z OU _ O 3. Soil erosion prevention plans shall be kept current and on site or readily accessible d �- o > FU-- at all times during the duration of the project until after final stabilization has o z o O z +6� +b6� 60� occurred. w `` cc ri 1 FOURTH STREET 60 R/W + 4. Primary permittee must provide a copy of the soil erosion prevention plans to each >U secondary permittee. w W w o > m z 5. Contractor is to keep a record of his inspections of the soil erosion control Q i� Q measures to include at least the following: W • z a. date and scope of the inspection Z z O y GRATE INLET b. name of person performing inspection N o i 0 TOP ELEV 6.29 c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times w during the duration of the project until after final stabilization has occurred. r O k U 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 7. Silt fencing is to remain in place until final stabiliazation. I " = I O' CONTACT A MINIMUM Or 72 HOURS 8. Waste materials shall not be discharged to state waters except as PRIOR TO DIGGING BMP REMOVAL NOTE : authorized by a section 404 permit. ?ROT EC 7704,fry 1. RETROFITS, PERIMETER SILT FENCE 9. These ES de PC plans are in compliance with waste disposal, sanitary ° _ = � � AND CONSTRUCTION EXIT TO BE LEFT IN PLACE sewer and septic —' 1 UNTIL FINAL STABILIZATION p tank regulations. HAS OCCURED. 10. Great care shall be taken to prevent oil spills and leaks. In the event c, < °``' trORE',C3 1 that a spill shall occur, stop spill source immediately P P the s P y and implement p ement UTILITIES PROTECTION DEFIER i BMP's and clean–up for the spill. 1-800-282-741 I 1 1. i•• G�4RGL� T �VQ,,%44-4'7 a"' WETLANDS NOTE: { o N - a 1 .w ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * PROFESSION. ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL _ ; - II-- RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II ,y FNC,NE- PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION 4' A WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2109 , ISSUED 11-5-05 :x SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY 7 BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' :, R C %ON 5 EPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 10' 20' 25' 5 OF 6 SHEETS 1 t SOIL. EROSION Sc SEDIMENTATION CONTROL NOTES ,CLEARING NOTES: ' 1 1 1 . 1 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE COASTAL PLAIN VEGETATIVE COVERS CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.15 ACRES RES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND WITH THE ES11MATEQ DISTURBED AREA TO BE 0.11 ACRES. UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL MONTH OF MONTH OF CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED 2. DEVELOPER / CONTRACTOR :VICKY PATTON AT THE EXPENSE OF THE CONTRACTOR. PLANTING TEMPORARY GRASS RAC PLANTING PERMANENT GRASS RATE 2332 VALLEY EDGE COVE 2 � 1 f CORDOVA, TN 38016 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac COMM!I I tt'S *MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. MARCH LSPED Z 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 1 3. 24 HOUR CONTACT : VICKY PATTON ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE ' 770-490-1006 BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 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. JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac 1 . STABIUZED CONSTRUCTION EXITS SHALL BE 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST OR I 5. PRIOR TO ANY OTHER CONSTRUCTION, CONSTRUCTION EXITS TO REMOVE MUD FROM 'TIRES BEFORE ENTERING ANY PAVED AUGUST ° I 1 ' ' CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBUC HIGHWAY. P ENTRANCES TO THE SiTE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. CENTIPEDE SOD 10 Lbs./Ac W ' I I I 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS COMMON BERMUDA (UNHULLED) 10 Lbs./Ac 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXiTS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS 40 LLs•/Ac SEPTEMBER- OR EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY. FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac INSTAI I FD PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE ~� k LOCATION OF SOME OF INSTALLED IMMEDIATELY CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS / F GROUND DISTURBANCE OCCURS. THE AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING f 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 o` ( i PA i tt.RNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR / �� PA I i ERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF � < DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY ADJUSTMENTS TO THE CONSTRUCTION PLANS. U FLOW v'-*. O CONTROL FOR ALL DRA FIELD ADJUSTMEN E C NS / Y PHASE OF CONSTRUCTION. ANY DIFFICULTY iN CONTROLLING EROSION DURING ANY �� ,.' ' `per 1Ø11JD . .�.�� d' z PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. / ,. �. m > N _ 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION t:'r* o •. 4'� % i i 1 > `� co PROGRESSES iN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY � //, -0 0 O 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. REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I o .• ; .�• SIDE VIEW �/� Q O 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT j�g • , •; ..0 j,: •' • ••4;4.•. E < © t 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR ••ooOQo•!%•�• • ••••' ±,•i• • �':; Z = N ' AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. •'••'•46,i1•• �••• •• • •• A. • '•• Q SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE / ,,,:,• •.• ,!:• ••• • •• •'•'� `�l!'��•• •,:: % % Iii �, Z 7- O 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FROM THE OWNER OR ENGINEER PRESENT. ",:!.• •;ter! o ':.44 WITH SEDIMENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE / moo` •• :•i:f , ••.o 0`�' V.•,•• •••,:. / / FABRIC / > J 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS �� • • •• 'o • AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN *PRUNING �� ` '�.. • ' : . • • A i ~-� ul FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF o� 8 MINIMUM ,. �ii'';..p:•�•••o THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. clrorociu +ulroERUNER ••.�:' 0° IH TRENCH 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS •': ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION". COARSE AGGREGATE PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, NOTE: OVERLAP 18• AT FABRIC JOINTS CO LI 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FER11UZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT ' . STABIUZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED iN EROSION , CONTROL GRASSING". N.T.S. 0 a ; 0 1 1 6. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA V 1 FRONT VIEW IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY , 17. VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER 5 i ! L WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ; A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. i 0 � , GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE VEGETATIVE COVERS. VEGETATIVE TEMPORARY SILT FENCE D ETA1 L S d 1 -A `+ COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF VEGE v, WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE - t AREAS REQUIRING RE-ESTABUSHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE 2012 2013 FERTIUZER: 1500 POUNDS OF 6-12-12 PER ACRE SEPT OCT NOV DEC JAN FEB POST SIZE INSTALLATION OF SEDIMENT CONTROLS FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F s 18. MULCH: AND TREE PROTECTION BARRICADES TYPE LENGTH 1-. I MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT SiTE GRADING i.e. A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0, USE 36" 111 D.O.T. W W A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL Oak 1.5"X1.5" APPROVED FABRIC. X II USE WOOD OR d KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS �Ny INSTALLATION Nor APP CABLE' Steel 1.31b./ft. min. STEEL POSTS. - FOLLOWS CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH LEVEL II U = MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED BUILDING CERTIFICATION 1- IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. NO. 2104 FASTENERS FOR WOOD POSTS i-- x 0 t1-1 0 H W 1 THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL NETTING OR GRASSING D "" ISSUED 11-5-05 - Q 0 LIQUID MULCH BINDERS. GAUGE CROWN LEGS STAPLES POST ¢ 1 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION PAVING Nor .tPP CAB EXPIRES 11-5-1 9 STAPLES/POST D z 0 D 0 z z z _J Q 1 Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. LU 'Q U 0 SERVICE AS BEING Cuc (Chipley-Urban Complex). MAINTENANCE OF SEDIMENT CONTROL 0 Ld W U U W 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO ' F.I.R.M. COMMUNITY PANEL NUMBER 13051CO213F, MAP REVISED SEPTEMBER 26, 2008. REMOVAL OF SEDIMENT CONTROL - GAUGE LENGTH BUTTON NAIL/POST L W m O HEADS z 21. THiS SITE IS IN ZONE "AE-12" AND iS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A SITE DATA Nails 14 min. 1" 3/4" 4 min. W MINIMUM ELEVATION OF 12.0 HAS BEEN SET. z SPECIAL NOTES: To AL ACREAGE. 0.10 ACRES N RES - 1. THE ESCAPE OF SEDIMENT FROM THE SiTE SHALL BE ESTIMATED DISTURBED ACRES PREVENTEDED BY THE INSTALLATION OF EROSION AND 3 1/8"THICK"ECOSTONE"PERMEABLE BRICK SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR PAVER OR APPROVED EQUAL TO TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. p HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL �^ 0 o �� OR BELOWTIO THE TOP OF MATERIAL I 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND P THE PAVERS I WIDE GEOTEXTILE ALONG PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT X �e sTa or St 4"(MIN) LIMEROCK OR GRAVEL C�NTFO; A .liNIMUM 72 Hi JR; P \�. PERIMETER-TYPE AND INSTALLATION gi WITH LAND DISTURBING ACTIVITIES. 5� Foy SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS SOLDIER COURSE AS A BORDER #57 PREFERRED WITH#G8 BEING PRIOR ?U DiCTINC �p go OR CONCRETE CURB SET I/4" OR CONCRETE CURB SET 1/4" THE SMALLEST ACCEPTABLE SIZE Qaorecr No.8 AGGREGATE I.5"BEDDING AND FILTRATION ABOVE GRAVEL WITH CONTROLI �s o. y BELOW PAVERS WITH CONTROL/ oe,. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL N so•"'' 'i� �� EXPANSION JOINTS AT 15'O.C. (max) EXPANSION JOINTS AT 15'O.C. (max) u N Gulick St OR ELEVATIONS AS PER PLAN OR OR ELEVATIONS AS PER PLAN I :.f----,- ---s 1 TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT Y BORDER AS APPROVED I♦[m as___ .►� No.8 AGGREGATE IN OPENINGS : o o °°� "�, :� � ° (�� 1 PROVIDE FOR EFFECTIVE EROSION CONTROL, , ° a L ;,• •• FOR FILTRATION e= •ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE o� 80 °�ti ---- =--ool 4" OF No.57 STONE �° - ��< �r IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. N\gr� .. °� 0 3 _ �- _ OPEN GRADED BASE COURSE =I'I I =n=7� i �I UTILITIES PRG ECTIG: CENTER�i co f ID tit-LT- (mm.)OF No.2 i 8G0 282 7�: 1 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO cp -7� g STONE SUB-BASE INSPECT STORMWATER FACILITIES AT ALL TIMES. o SPECIAL INSTALLATION NOTE : NATURAL -NATURAL SUBGRADE SUBGRADE • ALL INSTALLATION PROCEDURES AND i,4 R 0.---i- -- i MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BASE COURSE G��1 S Tf.4 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. TYBEE ISLAND PAVER MANUFACTURER INSTRUCTIONS GEOTEXTILE UNDER BASE COURSE- r �FQ 1 �o �o TYPE AND INSTALLATION TO BE AS PER ? f -'`- C -�'� ' Q AND RECOMMENDATIONS. MANUF. SPECIFICATIONS NOTES: No. 28372 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. �� I. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS I * PR�A'Sl01l�1 w :0°T FOR BASE MATERIALS, SUBGRADE SOiL AND BASE COMPACTION. _ 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS ° o �; ,�rl�+ NOTES: 2. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING V I . CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED. ,i FNG I NE�� iV1SI l ED THE SITE PRiOR TO DESIGN OF THE E Sc SC PLANS. 2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING MAY BE USED IF APPROVED. ,4 ��>t'' 4 TN STREET cV 3. CONSULT OICPII TECH SPEC 2 FOR AGUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT SUBGRADE SOIL AND BASE COMPACTION. GRAVEL PAVI 1 G DETAIL, 4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. tlilleattaMOSSakaasi SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. DRAWING NUMBER 5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF#89 OR AS NOT TO SCALE i Q RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TYBEE ISLAND. f 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER 14 rii THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. m { SIDEWALK I DRIVEWAY 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE Vicinity Map BRICK PAVER DETAIL DRIVE OPTIONS A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE NOT TO SCALE a DESIGN ENGINEER. 6 OF 6 SHEETS