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HomeMy Public PortalAboutTYBRISA_409 POOL-DRAINAGE.pdfGRATE INLET O WV �f___1'OP ELEV 5.42 q,_IE _ELEV 6.28SAN. M/H 3.02 m TOP O `vYV �I I �I IE 1.48 TYL3RISA STREET 60' R/W _G RAT -PJ XLET_ TT OP ELEV 5,91 - - _ SAN. M H OF PAVING ,>~ `' �4., PLASTIC_PIi?E --- --- -- --- --- - --- ---------- -- ---- 24'rP_LASTTC _PTP E ------------- ------------- ---- +�\ - L IF 2.94 1 6 ��r��� Ila 2.94J { IE 3.00 J .� +° L -GRATE INLET A. TOP ELEV 6.05 BENCHMARK i,*11'_ p .---�-�_-�\NAII,IIN P/1' 1' -N- � _ELEt 7.37 ��NAVD\1988 � A ; v BR )KEN CMF - , \4 J 68000'00"E 117.08otib -- \ v -- -- - Di o� - - - -- + "• - q 0 o�U S 7`� CRIMP IPF � }�. 1/2" RBF w + ,5�� aQ II 0 �` ` �Q' N 66°?5'04"W ♦ �V ¢ o[k 1 119.66' 4P \ + \ oN + ��0�� DRIVEWAY +�� (AS PER CIVIL DWGS.) + r +" ` AE 13AE 12 C'7 CC) cc \ IT p 1' ♦ SIB A 15 >1 RESIDENCEI ,� �<, �, �s CQ+" \ +�� FIN. FLR. ELEV:'- 1 6.5 `� q�v'T ' i` i rn PORCHES 1616 \ SPECIAL BUILDING SET BACK LINE NOTES SPECIAL A€ AND Vf ZONE NOTES; 1. BUILDINGS IN "AE" ZONES AKE TO HAVE THE FINISHED 1=LOOR SET A MINIMUM OF I' ABOVE FLOOD. 2: BUILDINGS IN "VE" ZONES ARE TO HAVC THE LOWEST HORIZONTAL STRUCTURAL MEMDER SPT A MINIMUM OF I' AF30VE FLOOD. 3. BUILDINGS IN A€ AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, 11VAC, DUCTWOKK AND 01 t1ER EQUIPMENT TO 5E A MINIMUM OF 1' ABOVE FLOOD, 4, FLOOD VENT5 ARZ REQUIRED IN "AE" ZONES AND ARE TO HAVE 15OUARE INCH 1 SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTO VM OF OPENING SHALL BE 12" OR LE55 ABOVE ADJACENT GRADE. S. BREAK AWAY WALLS AR€ REQUIRED IN "VE" ZONES. 6. COORDINATE 5tT€ WORK AND EINI5HED FLOOR ELEVATIONS WITH AKCHITFCTURAL PLANS TO MAKE 5URr BUILD NG ELEVATIONS ARIr SET AS PER CODE. NEW EXISTING DESCRIPTION Y w BUILDING H W Q LLJ RESURFACE ASPHALT PAVEMENT 'I ¢0 LLI ASPHALT PAVEMENT TYPE I (3 W Q Ln Q (-- ASPHALT PAVEMENT TYPE I I CONCRETE PAVEMENT z C U I v, CONCRETE SIDEWALK,� vo -- SI] -- STORM DRAIN LINE � - SS --- --ss- SANITARY SEWER LINE - W - - W - WATER LINE • ® SANITARY SEWER MANHOLE: I G. V� GAS VALVE ►� W. V� WATER VALVE W. Mo ■ ` WATER METER FIRE HYDRANT SIGN FLARED END SECTION O SPOT ELEVATION CONTOUR 11.4.13 I.E.4.13 INVERT ELEVATION X CHAIN LINK FENCE ♦ 4�v LOWER LEVEL 7.0 � � .w - ♦ NOTff5: - DITCH INVERT + I x ���v I 1. CONTRACTOR ES TO COORDINATE ALL GAS, PROPERTY LINE }� LIGHTING, ELECTRICAL, PHONE, CARL AND ANY Orti1 R REQUIRED UTILITIES WITH TILE INFO IRON PIN 'FOUND APPROPRIATE UTILITY AGENCIES, I � ;4� ��' \� �> . 2. -CONTRACTOR IS RE5PON51BLE FOR LOCATING ' ��C+��tx +�\\ / ALL EXISTING UTILITi1 5 PRI0f2 TO COMMENCING Tw 16.83 TOP OF WALK /// OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT L BE KEPA RED AT HE EOPEN5ElNG 14.65 TOP TP "...OF ., PAVEMENT 5 a" RBS (I'OL) 50.61' +6 \ N 66-12'42"W OF THE CONTRACTOR. 119.58' FG 16•1 FINISHED GRADE N 6°12'42" 51.21' + - -~ - 4 - - - L" IPF 3. CONTRACTOK 15 TO COOKDINATE ALL DEMOLITION \�I 01 �5 WORK WITH THE OWNER. ALL ITEM5 NOT TO BE TS 16.10 TOP OF STONE RELOCATED OR GIVEN TO THE OWNER WILL BECOME h + THE PKOPERTY OF THE CONTRACTOK. Tc 16.10 - TOP OF +o GUTTER 4. REMOVE ALL TREES AS NECESSARY FOR PROP05ED ! . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE MOST OUTSIDE PART Of THE. BUILDING. 2. THE MOST OUTSIDE PART Of THE BUILDING INCLUDES ALL SIDING, SHUTTEKS;.GUTTERS,: DOWNSPOUTS, DOWNSPUT BOOTS, TPJbA WORK Of ANY KIND OR TYPE Of COVERING OR AE5TETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND AKCHITECT TO MAKE SURE THAT NO PART Of THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY EKOM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OP THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT fOR BUILDING SET BACK LINE REQUIREMENTS IF: A GUTTER SYSTEM IS UTILIZED AND EOK DOWNSPOUTS, DOWNSPOUT BOOTS, PIKEPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT EOR BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. G. CERTIFICATE Of' OCCUI?ANCY WILL NOT BE GRANTED IF ANY PART OE THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. EXISTING SITE AND DEMOLITION PLAN I " = lot SPECIAL, AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZONING DEPARTMENT. TRAFFIC AND KIGHT OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DI=TOUK5 AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PER50NNEL. 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TY13EE t5LAND PKIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TY ffE ISLAND RIGHT-OF-WAY. 4. CHLOKINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORM WATER SYSTEM. SPECIAL 1=.F- NOTE5 ; 1. CONTRACTOR TO VUKIF1' FEMA ELEVATIONS PRIOR TO ANY CONSTRItC-TION ACTIVITIES AND COORDINATE WIT11 GOVERNING AGENCY REQUIRE MEw .,, 2. CONTRACTOR TO COORDfNATI_ FIN15H IFLOOR ELEVATIONS WIT�1 STRUCTURAL, ARCHITECTURAL AND M.E,P. PLANS. CON5TRUCTION. TC 16.10 TOP OF CURB X TREE5 TO BE REMOVED Project Information: 4-000,5-12-0 1 O _ ADDRESS : 409 TYBP,15A 5TR€ET ZONING : 2-2 I - SITE 5120 : 0. i 4 ACMES t5TIMATE 0 D6TURBED AREA : 0. 10 ACE5 OWNER: PAUL MUKACH i OWNEKADDRE55 : 2075 STONE POINTE DRIVE,-N.W. KENNE5AW, GEORGIA 30152 PHONE FEMA MAP NOTES, 1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -12" AND "A€-13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1 305 1 C 326.,, MAP REVISED 5EPTEMBER 2G, 2008 (88 DATUM). 2. CONTRACTOR 15 TO VERIFY FEMA FLFVATIONS PRIOR TO ANY CONSTRUCTION ACrmTIES. ' - Survey information Survey: Keync,W5 Surveying Date, of Survey : May., 201 6 Datum : NAVD 113,38 MEN ®i• � e SCALE: I " = 10' 0 10' 20' 25' 5PEGIAL CON5TRUCTION NOTE: IF Thin CONTKACTOR KNOWS OK CAN REA50NA13ALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT fN TfJL PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO P\EPOKT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK KEQUIKED TO BE RE -CONSTRUCTED BECAUSE OF 5AIa EKKOR, DSCKEPANCY OR CONFLICT. i i Y w t FEMA MAP NOTES, 1. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE -12" AND "A€-13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1 305 1 C 326.,, MAP REVISED 5EPTEMBER 2G, 2008 (88 DATUM). 2. CONTRACTOR 15 TO VERIFY FEMA FLFVATIONS PRIOR TO ANY CONSTRUCTION ACrmTIES. ' - Survey information Survey: Keync,W5 Surveying Date, of Survey : May., 201 6 Datum : NAVD 113,38 MEN ®i• � e SCALE: I " = 10' 0 10' 20' 25' 5PEGIAL CON5TRUCTION NOTE: IF Thin CONTKACTOR KNOWS OK CAN REA50NA13ALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT fN TfJL PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO P\EPOKT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK KEQUIKED TO BE RE -CONSTRUCTED BECAUSE OF 5AIa EKKOR, DSCKEPANCY OR CONFLICT. Uj OD �- M Y w r H W Q LLJ I ¢0 LLI :D (3 W Q Ln Z (-- Q Q mZ z C U I v, v o 2 W Cos I .�J I LJ G U 4 V Uj OD �- M Y w r H W Q LLJ ¢0 LLI :D (3 W Q © Z (-- Q Q mZ © C U I v, v o W Cos I .�J I LJ G U 4 V Uj OD �- M d H W Q LLJ ¢0 LLI :D (3 W Q © Z (-- Q Q mZ I A MINIMUM u T PRIOR T7 NGGING UTILPIES PRNTLCHION CENTER 1-B00-28�77411 RG/q\isr No. 28372 PROFESSIONAL �• Fac I �y�.�-`� ., �Rk A. BaS�� DRAWING NUMBER c - I of 6 SHEETS GRATE INLET OWV !'TOP ELEV 5.42 D SAN. M/H r TOP FLEV 6.26 3,02 � owv MATCH EXTG �I I PAVING CLEWS /,/ - 1e 1.48 /DRIVE TO BE CONSTRUCTED TYBRISA STREET 60RSV n.l j/♦ OF PERMEABLE MATERIALS AS �-= �_-_�-�_�_ ..._GRATF INLF.T - -� �(/ PER CITY OFTYBEEI5LAND KLGP.ADt AT 0.27% TO 1 /STOP ELEV 5. 1- -LJ � � �� REQUIRf-MILLNT5 AND BE 25' FLIMINATE HIGil 5FOT5 IE 3 18'--� WIDE (max.) AT R.O.W. LINE EX1511NG 5TORMI � II - _------ ---- -+------EPGE Of PAVING �� �' � a� 0.94% PIPE - 95 LF 24" --- ----- _ DIA. I'IA51#C AT O% 24" P AS'T'IC PI�'I_._� - -- -- - --�G � +.'�- <��- �-f--, '1 '-' - �f - - ------ �� --- _----- - - - -_ m _ _a _ e -----LAS'PIC� - ---� -..-�- ..�-� �� L IE 2.9 j' f'// / / / ' r f PROPOSED �� ,✓ / / ,' / j / t' GRATE INLET IE 2.94 + n �' y' }' FJ'-y'`-�- f ' ' / / / ' / / / / ' FG G.2 TOP 6. I 0 ° 1i QF 6` , / -' , ` / / / r n It 2.94 GRATE INLET Q� FG E. 1 y �' }' }' IE 3.00- + / / / / :' , / r' 0 ` Dc b �A r; }' o ' , / / , ' f / ` rF + + TOP ELEV 6.05 °� P1°�� y� rf Fr� + + i / / / / '/ : i AI2K P----;=�--- +- _-�'----...-p_,`�_-.. _-�_ �-- �� �T'-ar_.� _t`-r--�_ _ -- - NAIL IN I'/P /' ELEY� 7.37 o `� �� / f��'__/ /- 3 j ..� NAVD\1988 +« ,fir �'• f f , �� U ��`� � + �' �2-- --�f�� -�� / /' / . / / / � � ' SWALE ��0�� 35 LF 15WALE XT , 14% ci _} BROKEN CMF .' }`J -� 08°0000 E 17.08°ti _ /..��y •' f / / 3� f FG 6.4 C14Y�) - - - - - - + Z ....... Q�SL° frfr - ° y r�- mac'-~ "/' ' ' / / 1� \�' '' // : / ,� 0 j i'RiMP [I,�• OWNI �J + ��4 ��F: + Q / `�. // / /r/ j / f / `.J `' . ' fQ / /� / 'f / ' ;./ •�� _ y N 66°25'04"W + \\�� r} USx J ,' Y G.7 / / ' . /' / / ' / ' : / ' �° / f',f • / �♦ ; 119.68' O rr + •,� ,', / , ' / nl / i / ,, TG 6.7a / , ' / j ' / , - ', / rl" i / . , / f ti r / 14� Gd ,DRKEWAY / / / +O�'// ' / ''♦ / j,/ I I I3. P. bf f (A§ PER ,C`1yII..]�WG4S.) ,, FGF .5 / ` y'+co 0 ' ' +'� i / �'Yt /' ' T / / f / j J / / / f / / j / , e rco •' ,a\ � � 'y:'_` , r `r .;t'�, 1"• fi��` �� A ':.-� ,,•': r �� F�� 1`' 'mss i „'.�'vr"�l�ry. s r, a �`d.Y'�.v 5. 'q'i-''" `x -•",� %4 ` i �3 y{` I I ''•'� \ y� 1 I � `' f��3'�y�, •- d � '�Y I ""+'A �;? _ '� {�` i :r>, � Qy� s � � s'�'1xr o �' i e.k .�( F •°y1 'V i i I i �� �) , ^� `'.,t ,yD: .' r To 9sr _- ''xrr , ': s J• - ` .. ` �' t� - ' .. ', " 4 � • I s I I '�, LOT 2 0 U � ti .• O? A�� �' LQ L +rl - w ti � jo ..• I ,i� ,2 i' � L ,� f `�..� Y�?'a ?;^';ri -?s hw f •' '� �w�ta_ • -.g �j 3 s I . +`\ \ r5 •''•.ti ''• ` I '� ,rr -'� "` fir, r x kT i a - 4 'x - '. -A� '�� I s h FG G.G - \ ,. '\- �c� ;\ s I ; i� r `� '`� " x ,sy' l�' A s _ �['_��f-e FRO705ED POOL Af'tA FLNCE IS TO BE �'' '•. � kms° S � +,�- :� '-�„ INSTALLED A5 TO NOT 065TP.UC7 SWALL r1 FLOW - TN.15 MAY BE ACCOMPLI5HffD BY 1' �• ,. ?�•,`a_"-"•-� e' c' 1. x':,4.' � I .,`� e .•',y .;¢ � I E �1 L1=AVING THE FENCE BOTTOM A60Vf_ TrIE ;, R 5WALE 0K BY MAKING SURE THE WATER 15 \ • } 1 I . _� : ALLOWED TO FLOW BE. THE PICKETS FG 6.2 , ` ` 11�aL z oti k,l �5• hs I " ; I - ••r • •••'•+ � � �Ss •`�� , ��� M ltl-{ E � .�y • V.s• • Ri��Q� ��� , ,;� I <. f � l \�•, I >4 L'O,WER UEL ,E fl �o\\- re. 6 - •v5 •'•.,, I - �-- : �i - .a --�* ���dar I e i IOP SWAi�"A'1 00 LF 'ti - _ r - - - - - - - - I i x SWALE "D" 70 `t L LE 5WALE AT 0.3% s'LL -�`� .I e \` SWAL AT 0.3% /. i �`{'''•,h'• ••�a - • 1b' -E•� POOL :........ �..-.,.....................~"w`.-�............... -R..S ..(POL.. .,6t,.. N 66°12'42"W _ I N 66'12'42"W --- .-- Il L 9.56' 51.21'- 4 1F 1p +�0" 1" IPF \11 5N/AI E "C" 35 LF TD 6.40 L= FG 6.7 SPECIAL BUILDING SET BACK LINE NOTES I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PAKT:Of'.THE BUILDING. 2. THE MOST OUTSIDE PART Of THE BUILDING INCLUDES ALL SIDING, SHUTTEKS, GUTTERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK Or ANY KIND OK TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER_ AND ARCHITECT TO' MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF: THE BUILDIING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM Or THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED O/EKHANG. 4. CONSULT THE TYBEE PLANNING AND ZONING DEPAKTMEHT FOR BUIL-DING SET BACK LINE REQUIREMENTS If A GUTTER SYSTEM IS JTILIZED AND TOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAfTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THETYBEIE PLANNING AND ZONING DEPARTMENT rOR BUILDING SET BACK LINE REQUIKEMENTS If A SPREAD FOOTING IS USED. G. CEKTIFICATE Of.00CUPANCY WILL NOT BE GRANTED IF ANY PART Or THE BUILDING (INCLUDING SIDING, SHUTTEKS, GUTTERS, D(.ANNSPOUTS, DOWNSPOUT BOOTS, TRIM, WATER. TABLE OR ANY AE TF-CTIC WORK, ETC.) -EXTENDS OVER THE BUILDING SET BACK LINE WIT BOUT A VARIANCE. 5WALE AT 1 . 14% PROP05ED POOL ASA FENCE 15 TO BE 1 15TALLED A5 TO NOT 065TRUCT 5WALE FLOAT - THI5 MAY BG ACCOMPLISHED BY LEAVING THF FENCE BOTTOM ABOVE THE SWALL 0K 5Y MAKING 5UKF THE WATFK IS [ALLOWED TO FLOW BE WEEN THE PICKETS M n r\ ED r-'% cC� r� c 1'•-r lc' C31 A N I 1 " = IQ' GENERAL BUILDING INPOKMATION NOTES: l. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGEA ORDINANCE5. 2. PROPOSED BUILDING5 ARE TO BE SUPPORTED ON PIERS OF, FOUNDATIONS WHICH WILL 5AT15FY FEMA ELEVATION AND IFEMA ZONE KEQUfKEMENT5 AS WELL AS TY13EE 15LAND REQUIREMENTS. GENERAL DRAINAGE NOTES: 1. THE SETE WILL NEED TO BE GRADED A5 SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FDR5ffEN TO ALLOW FOR PROPER DRAINAGE, 2. OUTFALL POK THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEI~ EXI5TIN'G DRAINAGE SYSTEM AND EASEMENTS. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A 5A5E ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE 15LAND PLANNING AND ZONING DEPARTMENT. PREVIOUS`APPROVAL NOTE: 1. THE CURRECT PROPOSED APPROVAL HAS ONLY CHANGED FROM THE APPROVAL Of PLANS FROM PREVIOUS OWNER BY A SLIGHT RELOCATION OF SWALE AND HIGH POINT EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE E'ASEME'NTS TO BE PRIVATELY MAINTAINED. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WI THIN FLOOD ZCNE "AE -12" AND "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051C 326 F, MAP REVISED SEP'TEMBE'R 26, 2008 (88 DATUM). 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. Special Pre -Construction Note : Contractor to verify ail existing and proposed structure locations (drainage, sanitary, etc,), tops and depths prior to ordering materials or beginning construction. LEGEND I TEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB EXISTING PROPOSED TRAFFIC AND RIGHT-OF-WAY NOTES: 1 .'ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OFF TY3EE ISLAND, GEORGIA PEK50NNEL. 2. ANY AND ALL Nf_CE5SAKY PERMITS MUST BE 05TAINED FROIV', THE CITY OF TYBEE €SLA;�D PKIOP, TO COMMENCEI,. F-INiT OF ANY WORK WITHIN RIGHT-OF-WAY. HEAVY DUTY FKAMF WITH GRATE; CL AR ,OPENING - 22 3/4", WT - 295# N'ENAIi fiR-2 i95 (CIRCULAR) O NEFNAH /�R-.3�D3 (RECTAL;GJLAR) OR EQL;IVALI-,NT. #4 BARS ;C) 6" 0J7 (2„CLEAR) AROUND OPEN,NC 2.2 3/4" PRECAST CONCRETE, OR 1 8" BRICK W/ 1/2" 1: 2 MORTAR -ON OUT IDE Lil ; >I D + 18" SQUARE F -FOUNDATION SLAB (CONC. ONL'0 FLOW LINE 00 �- 22 3/4" l D + 18" SQ. i GRATE INLET DETAIL FG 12.3 12 TPS 12.30 5PffC#AL AE AND VE ZONE NOTE5 : I. BUILDINGS IN "AU ZONES ARE TO HAVE Tht MN15HED FLOOR 5ff A MINIMUM OF P ABOVE FLOOD, 2. BUILDINGS IN "Vt" ZONES ARE TO HAVE TNI; LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF I' ABOVE FLOOD, 3. BUILDINGS IN At AND VE ZONES AKE TO HAVE ALL ELI-CTKICAL, PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I ` ABOVE FLOOD. 4. FLOOD VENTS ARIf REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUAKE INCP-i / SQUARE FOOT OF FLOOR PLAN AFEA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMtTER. BOTTOM OF OPINING SHALL 8L 12" OR LESS ABOVE ADJACENT GRADE, 5. BREAK AWAY WALLS ARE KEdUIRED IN "VE" 70N63.' C. COORDINATE 51TE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATION5 ARE SET AS PER CODE. NOTES: I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2, CONTRACTOR IS RESPONSIBLE POR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING Of CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3 • CONTKACTOK 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. -I. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE, 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WMFRrw POSSIBLE X TREES TO BE REMOVED. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE e{P=CTE TO 'rIAVE Y,NC7WN OF AN PKKOR, DISCREPANCY OF, CONFLICT IN THE PLANS, 5?CCIFICATIOI\15 OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PIR03LEM PRIOK TO CONSTKUCTION, HE SHALL NOT BE ENTITLED TO COM?EN5AT€ON POK ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTKUCTED BECAUSE OF SAID ERROR, DISCK1rFANCY OK CONFLICT. Survey Information : Survey : Reynolds Surveying Date of Survey May., 2016 Datum : NA VD 1988 vl 00 i W(j S' w I h z u UO W U Cd a ::) � P o, x W z ❑ (�' w 0) d2 Z A, j XO 3 W W Q Z I w f -- K W n 00 �Qm C 1 �MC700 C/' o .. c, � O W � T� V 1 0 o I 00 i W(j S' w I h u UO W U Cd a ::) � P 00�E x W z ❑ (�' w 0) d2 Z A, j XO 3 W W Q Z I V f -- r I Ij 4 b U n Ci to CONTACT A NN110 OF /2 HQURS PR[OR TO DIMN(, 1�,�. pSir37EL'7J�,C. C/ UHUT[En PROTLCTINN CENTI=R 1-800-282-7411 RG�9�� x,15 T R� � No. 28372 PROFE=SSIONAL f I -G-17 9Rk A. BOS�yF DRAWING NUMBER C-2 2 OF 6 SHEE1 r5 00 W(j �F- UO W ._j < 0 w a ::) � P 00�E x W z ❑ (�' w 0) d2 Z A, j XO W W Z m f -- CONTACT A NN110 OF /2 HQURS PR[OR TO DIMN(, 1�,�. pSir37EL'7J�,C. C/ UHUT[En PROTLCTINN CENTI=R 1-800-282-7411 RG�9�� x,15 T R� � No. 28372 PROFE=SSIONAL f I -G-17 9Rk A. BOS�yF DRAWING NUMBER C-2 2 OF 6 SHEE1 r5 1 _GRATE INLET 0 WV TOP ELEV 5.42 SAN. M/H r TOP ELEV 6.28 P�—[E 3.02 � 0 W al I P-1 I A I �f � - 1E 1.48 SD2-NS \ LIMIT'S OF -___-_ __- TYBRISA STREET 60 P/W CO 1 DISTURBANCE -- ------ -- ---- --- -- _— _ GRATE_ NLET__— — DU -- --- -- - __ _-=bl I 1 TOP ELEV 5.91— — - SAKI. hi/H ' IE 3A8-� DS aLa-I — — — — -- — — -- — — �' �. of PAVING--I� 1 —. o 9 Ds2 + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STIC YIrE _.--. ---_-- + ® ..,6 -�+� --- `��L- - - -----f_--- ------------ --- -----._-� �_._�T--== ------ T PIPE 2.94 �ry -/ -\ G qj IE 2.94J f }�qQ' 4Pv ti \ DS 1E 3.00- J > +� \ \ a^ �� a~ 1 GRATE INLET \ \\J + \ TOP ELEV ' 6.Q5 ON � \ L1.! S 2 + \ 1 7�..J NAIL/IN P/P SENCHf IARK —F'---_ �YJ> �` \ -p-- — - p —---p---,-P .-p.— jp`/-�_'_� LIMITS O F" _ _ °�� � 4 v. �F ~ a``¢ L �\ --�����_ — \ NAV 1988 1988 DISTURBANCE L.q OWN1�g� 168°0000 1I7.Q8o� ------ --------- - - - -- )KEN CMF CRIMP IP OM - - - - }- - - - - 1�2" RBF RBF S 65°15'13"F: NN �--'=��� 102.1G Q� \ N ,6°25'04"'N �yP � � ��' \ �' \� � � 9.68' ; A \ DU o�` r + X % DRIVEWAY � t� (AS PER CIVIL f?WGS.) +\\\ \\ DS I E \z DS2 kF \ L A j Z 10 + Ah 13 AE 12 t �e�' U \ V1J °tip\ +�� \ v -� 'V � LOT 2Q +n° DS ��\ �� \ 4�,u� F \ Q� , z ° ` m DSS �.�d' \° \ `- �� I DU DslT\ L,0 I 21 -_ SMB A 15 \ ���� � DS2 \ � RESIDENCE ,�� �,' \ � .,. FIN. FLR, ELEV 16.5 `<� \ PORCHES 16.16 I ,d 4� LOWER LEVEL 7.0 h° + OXI F"..- LIMITS OF. - LIMITS O DISTURBANCE DISTURBANCE �F {: XN X� T i '^ --- N\ I N 66°1'2'42"W �_ 119.58 S D 2"N S N 66,12'42"W 51.21' 1"+IYE' ! I — ' — -`- _` --- _.. — _. — \11 °T j h w.` DU \ Ds SD2-N•S `\ D S 2 LOT 16 +� STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH_ .IN THE 25 OR 50 FOOT -STREAM BUFFER.' 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 LOR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. WETLANDS NOTE. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND/OR .STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER -ARE SUBJECT TO PENALTY BY LAW:FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. solL EROSION AND SEDIMENT CONTROL PLANT - PHASE 1 ! = 10' Erosion and Sediment Control Phasing Initial Phase Phase ! 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. BMP REMOVAL NOTE : - 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED, LEVEL II CERTIFICATION N0. 2104 ISSUED 11-5-05 EXPIRES 11-5-17 SOIL EROSION LEGEND NON SENSM.VE TYPE SEDIMENT BARRIER Sd 1 --NS SENSITIVE TYPE SEDIMENT BARRIER FINISHED TEMPORARY HAY BALES CONSTRUCTION EXIT Co MULCHING 08 DISTURBED AREA STABILIZATION D52 WITH TEMPORARY SEEDING rJ DISTURBED AREA STABILIZATION QST WITH PERMANENT SEEDING DISTURBED AREA STABILIZATION Ds4 WITH SODDING CHECK DAM d—S STORM DRAINAGE OUTLET PROTECTION St INLET SEDiMEN'T TRAP Sd2 SEDIMENT TRAP Sd3 GEOTEXTILE Ge CHANNEL STABILIZATION VEGATATION �h ROCK RIP -RAP SWALE CONCRETE a LEVEL SPREADER LV RETROFIT Rt DUST CONTROL DU FLOATING SURFACE SKIMMER SIL EXISTING FINISHED GRADE � Uj GRACIE z' VARIES 1.0' VARIES I U rJ o�a ��� 1(i 1 0 Ld Z } I- ELEVATIONS SHOWN ON PLANS SWALE 'A" DETAIL a w not to sante EXISTING FINISHED GRADE GRADE VARIES 1.0' VARIES �lr=`fr��(r=., 3 - ti1Er- ELEVATioNs SHOWN ON PLANS SWALE "B" D ETAI L not fii e EXISTING FINISHED GRADE GRADE VARIES 1.0' VARIES �Vr ' .1{F�r�1f .E 1= .4 ELEVATIONS SHOWN ON PLANS SWALE "C" DETAIL n7A to .ad. EXISTING FINISHED GRADE GRADE VARIES 2.0' VARIES IrF11 i _.ir1� - N .. 3 3 ELE now SHOWN ON PLANS SWALE "D" DETAIL n to e SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE GLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAI[,S TO REPORT THE PROBLEM PRIOR TO CONSTRUC77ON, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: I"= 10' O 10' 20' 25' 0 � Uj U z' U d(PLd I U rJ o�a ��� I 0 Ld Z } I- � 0 a w Li 0 � Uj U X 1-'0 v! w Oa U d(PLd I U rJ o�a ��� I U7 Ld Z } I- � 0 a w Li W 00 N � Uj U X 1-'0 v! w Oa UO d(PLd � o�a ��� <Z::)z a} U7 Ld Z } I- A MINNUX OF 7; FRIAR TU DIGG'MG W 2 IL Z a. O z 0 w Q w U) z Z O U) X W ,J 0 U) _ - (UTILITIES PRUTECTI[DP1 CFWLR 1..£300-282-Y4! 1 - R G1 IST No. 28372 PROFESSIONAL �1 FNGI DRAWING I\IUMSER C-3 3 .OF" 6 SHEETS GRATE INLET 0 WV 'TOP ELEV 5.42 SOIL EROSION LEGEND SAN' M/H NON SENSffNE TYPE SEDIMENT BARRIER /--TOP ELEV 6.28 I SIE 3.02 0WV �I I SENSITIVE TYPE SEDIMENT BARRIER U I I �i -• IE 1.48 S 0 2- N S 1� � , �LIMITS o >~ TEMPORARY HAY SALES TYRRISA STREET 60' R/ 1'11 '''STURBANCE CoQ CONSTRUCTION EXIT Int f I TOP ELEV 5.91- - - / SAN. M/H MULCHING D S �,� _ 1D QI PAVING��u- --�� -- _ - - _ - - - -- - - - - - - a S02 -NS ' DISTURBED AREA STABILIZATION -- ! +�° X-i �� a-S� a�-�---� -5� + c� ice` �I, _ r F -�- - - - -� - - -- - 1 WITH TEMPORARY SEEDING -f 24PI,AfTIC_k'SPE---_.__ --_-- tate\ -- _,_... --.--- �--------------------- -�-�� QN - -- - + �i -r __ +r �q _ WITH PERMANENT SEEDING ----------- -( LL PIPE _ -7-J - - - - - - - -� ----.-�- l` ` IE X2.94 IE 2.94-'l I DISTURBED AREA STABILIZATION ' - - - - - - } G t: S D 2"1 WITH SODDING i { +�Qqy �Q�y' \ 't DS IE 3.00- J �' p f rE F6n +�� n� GRATE INLET D."� i t A I TOP ELEV 6.05CHECK DAM Z BENC ARK _. - - _ - - - _ - h p- _._BR--=�j -- f�C, —p�—Q—tip --_ -r-f-r-=-- �-N��--n-------�-� Q�y ,Q -., ._----...... P- -� qn�yp--��- �--F\\\ \-`� 4-�� p - - �- (.—�_—)�.✓ _ r . ` _--- --i ,;- p -n �_ NAIL [`P/ P P.pLE 7.37 STORM DRAINAGE OUT LET PR OECTION LIMITS OF NAV 1988 fINLET SEDIMENT TRAP+yr'-_DISTURRANCE ° )KEN CMF 68o00 4anJ 5/6" RBF _ - - - - - p �....�......_.��..r. .... CRIMP 7;- o IPP S 65'15'13"E o /- �, , + 1 /2" 1131 SEDIMENT TRAP 102.15` + ` P ���� f } f +b � � \� 119,68 5'04+'W ° 41 GEOTE MLE T' } ,. DRIVEWAY +�� (AS PER CIVIL DWGS.) I" \ � D q,� CHANNEL STABILIZATION a ♦ ,'r, : _ _ VEGATATION + f f yo �L� _ ROCK RIP --RAP +� \ fly _CYD CONCRETE 2 co LEVEL SPREADER Al 41 RETROFIT +` +�. AE 13 b" AE 12 , �F ; o DUST CONTROL ��77 1�l�':'�y •.. ON {e� v E '�� LOT 20 +n° DS ,G FLOATING SURFACE SKIMMER ,fes•[ " ti. � \ " ' LI . LOTl S.ViB A 15 \` 2 xe SIEEL FRAME. RESIDENCE *1�1 FIN. FLR. ELLV. 16.5 + I x `M ` � PORCHES 1 6,16 ' \C7''y LOWER LEVEL 7.0 0 �\ },2 +rl. --- iX LIMITS OF U LIMITS OFt I . ham.. 1 •S, \ � I I DISTURBANCEDISTURBANCE `.. i �WtRE-BACKING WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS. AND/QR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES, LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED ARtl WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. BURIED FABRIC ti :' •.,1y y, 4P +� �` DROP INLET FTE o i `/G/�j ., •.L „g4 + ° �D� +� _ + X WITH GRATE t BURED �" •--- FAB= IN SD2"NS N 68812'42"W 51.21' < \ *? DS21 + SD2-NS LOT 16 +6 h N 66°12'42"W ti I� 119,x' __ 1"+IPF r� �� �,_�-�-_._ SOIL EROSION AND SEDIMENT CONTROL PLAIN M PHASE II SPECIAL CONSTRUCTION NOTE, IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. GATHER EXCESS AT CORNERS 1. FOR STAKES, USE 2X4 INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART AND SECURELY DRIVE, THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. 3. TO PROVIDE NEiTJEi) StmwiY TO THE INSTALLATION, • FRAME WITH 2x4 INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT MAXIMUM OF 1.5 FEET ABOVE THE DROP INLET CREST. 4. PLAICE THE BOTTOM 12 INCHES OF THE FABRIC IN TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL 5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. L3• THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELDW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. Ts MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT FrYPASS FLOW. INLET SEDIMENT TRAP DETAIL FILTER FABRIC WITH' . SUPPORTING FRAME S d 2 — F N.Ts. Erosion and Sediment Control Ph assn g Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. 8MP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL II CERTIFICATION N0, 2104 ISSUED 11-5-05 EXPIRES 11-5-17 SCALL ! " = 10' O 10' 20' 25' I 1 v; 1 iu7 v i U z W o C)o A dU) 0 WofZ) W P�(50�¢ �n Elf -z W 0 0.. 11 I U) LI W W Z m j n � w w i n iu7 v U CO W o C)o A dU) 0 WofZ) W P�(50�¢ Elf -z W 0 LLI >Y co U CO W ,� C)o A dU) 0 WofZ) X (D P�(50�¢ Elf -z W 0 0.. 11 I U) LI W W Z m j I i z z 0 >W z W D W U? z z 0 UJ 0 IY W J_ 0 In WNTk':T A MINIMUM OF 7P HDURS PRIOR II] DIGGING �-A Q"a—E1c9_0 IU T11 III_ S PROTECriUN C: N TER 1-E30D-282-7� I 1 /gyp R G q� GtiSr No' 28372 PROFESSIONAL I tA A. B10 ©HAWING NUMBER C-4 4 of 6 SHEETS 1v GRATE INLET pwV 'TOP ELEV 5.42 , _SAN. NI/H a� / TOP ELE:V 6.28 1 1 `—IE; 3.02 �, OWV a1 � {' IE 1.48 2 U11III LIMITS OF TYBRISA STREET 60' R/W' GO DISTURBANCE ----.__..-----w..�--_._.._------�---.--------- � � �—TOP ELEV 5.�31�----- SAN. K/E1 IDS4 IE 3.18—, 11 � -aon —ED OF PAVING ----c^��^Q � 1 _— — — — — — — — — -- — — IE 2.9 fft � ` --��� / ' ' /, / � f' / ,T S D �-F IE 2.94-� 1 �v f; DSS _J 1/1 IE 3.00— TOP GRATE INLET �4 S D 2"F' TOP ELEV 6.05 SENC ZJ II AI2K _Sy _P — N_ _ _�F._, QF--_..._�,,. I' - /- -�--illl•-P----- _ NAIL/IN P/P ��� ���v / _r.�—i j�, - = ELEV� 7.37 LIMITS o F - - v _ _ QQ� _4� Q_ �, - , _ , �- NAVD\1988 DISTURBANCE �� tits �68°00'00E 1-17.08o' ♦ ���7 ' ♦ / ' o ! I oL7wM,bC�FOKEN r ---- +n o� ----1/-2»—RBFCRIMP IPF5/8RBF f N 66"25'04"W102.15' rS 65,15,13"F •� / ' ' , / f•, / �; ', / ,%', / .� G �� ; ,DRIEWA' Y/,' i ,r , ,fr ,' '_ ' , / k i t7 , 0� �;' /' (A� PER " / / , , ♦ , , / , / - , / /J: , / i co �� -•ti p , '+ ♦' ,/ x 0 �'r-/ / / / ' / , , .' f / , f , ° ! rD WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS .AND/OR STATE -OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER FERMI T :APPLICATIONS AND APPROVAL. LOT 20 f \ r N 66'I2,42„w 119.58' 1"+IPF X11 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III I " — 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROSION LEGEND NON SENSITIVE TYPE SEDIMENT BARRIER SENSITIVE TYPE SEDIMENT BARRIER TEMPORARY HAY BAIF5 CONSTRUCTION : EXIT MULCHING DISTURBED AREA STABILIZATION WRH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WrTH PERMANENT SEEDING DISTURBED AREA STABILIZATION WrrH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTD(TILE CHANNEL STABILIZATION VEGATAMON ROCK RIP—RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL FLOATING SURFACE SKIMMER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCRON STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE EN77TLEO TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE --CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Erosion and Sediment Control Phasing Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase Phase 11 1. chis phase shall include construction of .any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Ph ase 111) 1.. This phase shall include outfall protection, any revised inlet - rotection and any other permanent devices. BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL II CERTIFICATION N0. ,2904 ISSUED 11---5--05 EXPIRES 11-5-17 5CALE: I " = 10' 0 10` 20` 25`' w Q EX < F 0 U0 d<0Ixuj Z� QUO cJ wm� QRZZ _jZ U a CO 1 C Z r - r � L C p � Z Iii W I w Q EX < F 0 U0 d<0Ixuj Z� QUO cJ wm� QRZZ _jZ U a CO 1 C Z r - r � L C p Z Iii W U7 W co Q EX < F 0 U0 d<0Ixuj Z� QUO 2 wm� QRZZ _jZ CO w0 a CO U) Z U)rW�/� ' .J. i IL J 0 F-- 0 U f^ W Q Ld Ua Q Z Q Z 0 U) 0 E1� W J 0 U) MNTAM R MININUM LII-- 7P HHJRS f'RIUR TJ DIGGING c5 Pnarfcrr�y IJTILNISS PRENECTION CENTER t -Bo0-.'_D!2-7411 RO�q ��.�'kST No. 28372 PROFESSIONAL �Rk A 805 DRAWING NUMBER C-5 5 OF 6 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.14 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.10 ACRES. 2. DEVELOPER / CONTRACTOR PAUL MURACH 2075 STONE POINTE DRIVE NW KENNESAW, GEORGIA 30152 3. 24 HOUR CONTACT : PAUL MURACH 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING*. 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER -ACRE FERTILIZER: 1500 POUNDS OF, 6-.12-12 PER ACRE 18, MULCH - MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY, BY: HAND.' MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER `MULCH PLACEMENT TO MINIMIZE LOSS BY "NO OR WATER. THIS MAY BE DONE BY PEG AND"TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH -BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cuc (Chipley-Urban Complex). 20. THIS DEVELOPMENT IS WITHIN FLOOD ZONE "AE --12" AND "AE -13". ACCORDING TO F.I.R.M, COMMUNITY PANEL NUMBER 13051C326F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "At -120 AND "'AE -13" AND IS LOCATED "THIN THE 100 YEAR FLOOD ZONE. SPECIAL -NOTES. 1 THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TOOR, CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2.- THE INSTALLATION OF EROSION -CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3., EROSION CONTROL- MEASURES WILL BE MAINTAINED AT ALL TIMES.. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND .SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE -SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND .. It R `P I SONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES. AT ALL TIMES. 5.- STATE WATERS :DO NOT EXIST ST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER -HAS VISITED THE SITE PRIOR TO -DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS: FOIA :THIS PROJECT IS THE ADJACENT TYBEE ISLAND ,. DRAINAGE SYSTEM 'MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY., DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZE D'W1TH TEMPORARY SEEDING. 10.'AMENDMENTS .'OR REVISIONS� TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN. ENGINEER. - 1. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESEMEASURES ARE TEMPORARY, 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES*, ANY VARIATION FROM THE RECOMMENDATION OF . THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED,-.-,. MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 14. DRAINAGE: ALL EXCAVATION SHALL 'BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED* BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE S ITE DATA ZONE........ i ........................................... AE- 127, AE -13 TOTAL ACREAGE .............................. 0.14 ACRES ESTIMATED DISTURBED ACREAGE.... 13.10 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS 'a sediment barrier, that pr6du.ut or practice must RATE JANUARY- ANNUAL 11 U, W-1 III I FA 1141 1na MARCH- CENTIPEDE SOD OR 10 Lbs./Ac MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) Uj 0 'I MARCH- COMMON BERMUDA Q MARCH- ��II�WI�W� 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) APR . IL- BROWN TOP MILLET40 Lbs./Ac JULY_ COMMON BERMUDA (HULLED) 10 Lbs./Ac AUGUST perc6nt Feet AUGUST OR 7 2to5 -"5 717777.777 -Th BUILDING CONSTRUCTION 10 Lbs./Ac SEPTEMBER - RYEGRASS 40 Lbs.lAc SEPTEMBER COMMON BERMUDA (UNHULLED) 10 Lbs./Ac FEBRUARY Ain areas where the slope is greater than 20%, FEBRUARY OR CENTIPEDE SOD 112 Bu./Ac slope to the barrier should be provIded. X OEM V MIN, MAINTENMCE OF SEDIMENT CONTROL 1, USE 01' WOOD P(_)STa OR AS 'SPEC11- !E"�Q We [Hr F-ROS111PA, AND P()JJJ1KjN COIiRTX Fl Art. 2, H!'10" IT (#j ;S fCt BE SIrt,:M' ON -,-HE EROSION, SEDIMENTAT AND POLIOTION QUNTH01 PLAN. Ffgurii 6-27.1 Table 6-2.7.2 Post Size Table 6-27.3 as#eners for Wood Posts Typo Min— Length Type of Post size, 01 Post S ITE DATA ZONE........ i ........................................... AE- 127, AE -13 TOTAL ACREAGE .............................. 0.14 ACRES ESTIMATED DISTURBED ACREAGE.... 13.10 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS 'a sediment barrier, that pr6du.ut or practice must RATE JANUARY- ANNUAL < MARCH- CENTIPEDE SOD OR 10 Lbs./Ac MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) Uj 0 'I MARCH- COMMON BERMUDA Q MARCH- CENTIPEDE SOD OR 10 Lbs./Ac JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) APR . IL- BROWN TOP MILLET40 Lbs./Ac JULY_ COMMON BERMUDA (HULLED) 10 Lbs./Ac AUGUST perc6nt Feet AUGUST OR 7 2to5 -"5 717777.777 -Th CENTIPEDE SOD 10 Lbs./Ac SEPTEMBER - RYEGRASS 40 Lbs.lAc SEPTEMBER COMMON BERMUDA (UNHULLED) 10 Lbs./Ac FEBRUARY Ain areas where the slope is greater than 20%, FEBRUARY OR CENTIPEDE SOD 112 Bu./Ac LEVEL II CERTIFICAT-roN NO. 2904 ISSUED 111-5-05 EXPIRES 1/- 5-17 SILT FI OI4T VIEW r- PERFORMANCE EVALrJA-TlOf4 FENCE - TYPE NON-SENSITIVIZZ For i� product or practice to be appmed as mAy. ac". - - 3: Q� 5 0 'a sediment barrier, that pr6du.ut or practice must 0 LU < W have adocumented P -factor no qjk,,aMr than < :E Ir` y 0-646 for nwsensitivb areas oral -tactor no z Uj IM < _j Z greater than 0-030 tar sensitive ateas, as spec- ❑ < Z fieriby GSVV(;(,. For.complete test procedure:; Uj 0 'I < and approved products list please visit Q )nfw-y ov- z FAFE!Mv­ Table 6-27.1 Criteria for Sediment Barrier !E_, Maximum Sf0pL_­ -IT Lwid,Slopc. Length Above Fence perc6nt Feet A I 2 100 4�- 7 2to5 -"5 717777.777 -Th 6 5 t 10 50 IX 10to20 25 181, %Itm. >20' 15 Ain areas where the slope is greater than 20%, a tlat area length of 10 feet betweenthe toe of slope to the barrier should be provIded. H _71F 10- .1,dz NOT :0 5 -,AJ-, LC r.SECUW,(Y FA311NED IG FOS,-,- Rte' j Foj,)� LLV BE 0 . 5z_ A OF 19" fk 'ARkr,Lij 10C� iHER A§;Utg) aARFtj�,A�iX - . . I O,;T !0 1 __�4P IL4� w1flFigur#r 6-27.5 - L� I FI OI4T VIEW mAy. ac". - - 3: Q� 5 0 WW 0 LU < W 12 < :E Z < z Uj IM < _j Z ❑ < Z LLJ Uj 0 'I < 0 z Q z FAFE!Mv­ IX X V MIN, 1, USE 01' WOOD P(_)STa OR AS 'SPEC11- !E"�Q We [Hr F-ROS111PA, AND P()JJJ1KjN COIiRTX Fl Art. 2, H!'10" IT (#j ;S fCt BE SIrt,:M' ON -,-HE EROSION, SEDIMENTAT AND POLIOTION QUNTH01 PLAN. Ffgurii 6-27.1 Table 6-2.7.2 Post Size Table 6-27.3 as#eners for Wood Posts Typo Min— Length Type of Post size, 01 Post �Guage Crown L89s staole,5; . Post ; Softwosd 3"dia or 2/4 Wife 314" 112" NS 4' Oak . Staples 17 m in. wide long . 5 ruin. Steel 1.31!) Ill , min wage Length Bu�on, N 'l�l P0 $I al HeadsSteel 4" 1.3ib,ift min Nails 114 rnin, 1 314'., 4 min. Oak Z'xZ' Note, Filter Fabric may efs. be attachedw. the post by wire, chovs, and pockets or any Other method proWed mimimium P -factor, as; required by GSVVCC, is mot. FASTENERS FOR SILT FENCES OVERLAP AT -F�ABMC ENCS 87L �7 FEN'[ tqQT �CAV' H _71F 10- .1,dz NOT :0 5 -,AJ-, LC r.SECUW,(Y FA311NED IG FOS,-,- Rte' j Foj,)� LLV BE 0 . 5z_ A OF 19" fk 'ARkr,Lij 10C� iHER A§;Utg) aARFtj�,A�iX - . . I O,;T !0 1 __�4P IL4� w1flFigur#r 6-27.5 - L� I A MINIMUM CIF 7L TIES FROTECTITIN ' ENTE R 1-80,-7411 Ca R G/ GIM ST 4n. 0 283722 6FESSIONAL DuAWING NumBER -6 6 OF 6 SHEETS 'e _D Ul 3: Q� 5 0 WW 0 LU < W 12 o� P (902 U. :E Z < z Uj IM < _j Z ❑ < Z LLJ Uj 0 'I < 0 z Q A MINIMUM CIF 7L TIES FROTECTITIN ' ENTE R 1-80,-7411 Ca R G/ GIM ST 4n. 0 283722 6FESSIONAL DuAWING NumBER -6 6 OF 6 SHEETS _D Ul 3: Q� 5 0 WW 0 LU < W 12 o� P (902 U. :E Z < z Uj IM < _j Z ❑ < Z LLJ Uj 0 'I > < U) 0 z LLJ z A MINIMUM CIF 7L TIES FROTECTITIN ' ENTE R 1-80,-7411 Ca R G/ GIM ST 4n. 0 283722 6FESSIONAL DuAWING NumBER -6 6 OF 6 SHEETS