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So '3 Flo 7o fyaKq LLZ 2 __.._3f-_ ___ . .___ -- LtC•,HT POLE--_ _-_ '� C.o.P. --� '� L = Z ���..�\fjj' Boa 1$Z °l RIy uT-oF-w.ccY' C rl-,f To eEL e_ATE- hCuoor- GZ.o��irr p!d MATCH Ex1�Tt1 lLst y `` \` `1 r.r y �SC - - +67 ��/ \\sE �sR or.rLY a ��' Pow porTl h>-c�tc P c o t=ESJ� E LoT c � f�90\ 29.00 ow (-J .Y ch P, ' � .� EuT>= 7, o�tu( li-FhTJ�LL- h{L'( FEtstGE- ,Lp ��' IA i \ �Z. > , TM ash 2.3a +" A 13LOGK. 5521 LOT I Ah 0 Silt Fence: This sediment barrier utilizes standard sLrength or- extra \ \ s-Ereng][i syoLite LIc filter fabrics. It is designed for siLuations in which only sheet or' overland flows are expected.c32/ 1. live heighL of a silt fence shall not exceed 36 inches (higher fences may impound volumes of water sufficient to cause failure of Lhe < structure). ,, 1�y7 . �ti� F�At�� pESGRIPTION `° �' o 5o 2. the filter fabric shall be purchased in a conLinous roll cut to tine tifi` _17 RALT f� i" 13LOGIL S56 HI4CjHI_,8�"P4;;P. UIVIT ICo lengtar of Lite barrier to avoid the use of joints. When joints are @��/� •moo h.GGOfs,pYi`iG-t TC3 THE PI_^,T TEiEio,E.OF. A5 RELoi ,p _P Ihl necessary, filter cloth sit,']] be spliced LogvLher only at a support 25c 1� E5 OF THE Pt}F�sL-IC- OF post, with a ntinimunt G-inch overlap, and securely sealed. Construction Specifications { Y 9 li-IPl�r-1 4�1�1♦=FS CoVtiST`(r FLOP,lt7A 3. posts shall be spaced a maximum of 10 feet apart at the barrier Materials location and driven securely into the ground (minimum of 12 inches). 1. Syrititetic filter fabric shall be a pervious sheet of Qt?� When extra strength fabric is used vrithout the wire support fence, pus I propylene, nylon, I=NC-HMAR4< spacing shall not exceed G feet, polyester or ethylene yarn and shall be certified by the manufacturer or \\ T•eoP OF NoP-,THEAS-'i COPIJF-P, OF CotJG ETE �1-AP� XT supplier as conforming to the following requirements: V�rlt_ ,c��Al-� is SoppED THE- GouTHEA�-1' CoRNEP, OF THE- 4,U2DJE.C.:T PFioPEi�T'{ 4. A Lrench shall be excavated viroximaLely 4 inches wide and 4 inches PIIYSICAL PROPERTY TEST REOUIREi4ERTS ��` ELF�ATfG�t--i , 477-7 deep along Lhe line of posts and upslope front the barrier. r.__-_ _,__._. \ 1=fTTeriny'ETr`icielrcy Vlld=.,1 7.p� (minunum) JV 5. When sLafldard strength filter fabric is used, a Wire mesh support fence fence shall be fasLened securely to the upslope side of thJ 20% (max.) Elongatie posts using Tensile Strength at VIM-52 Extra Strength- \ on* 50 lbs./lie• in. (minimum)IQ�N J . heavy duty wire staples at least 1 inch long, tie wires or hog rings. Standard Strength- 'V The wire shall extend into Life trench a minhal minimum of 2 inches and sl 30 lbs./lin. in, (minimum) 2 '� not ex Lend more than 3G iflches above Life original ground surface. Irv\/, Zo.ga op-- 0 G. The Standard Strength filler fabric shall be stapled or wired to thPlow Rate VTli-51 0,3 gal./sq. ft./min. (minimum) e \ fence, and 8 inches of the fabric shall be extended into the Lrench. *Requirements reduced by 50 percent after 6 months of installation. The fabric shall not extend more than 36 inches above the original \ 12xIgcMP ground surface. Synthetic filter fabric shall contain ultraviolet ray inhibitors and \� stabilizers to provide a minimum of G months of expected usable construction �ojz s� -ro 1. When extra strength filler fabric and closer post spacing ar'e used, the life at a Lemperf 'ature range of 0° to 120° F. wire mesh support fence may be eliminated° in such a case, the filter NEApwr�L��a, APD IOLF of IZxi$"GMP fabric is stapled or wired directly to Lhe posts with all other 2. Burla shall be 10 ounces /� �Ef.GH �1D�� f�f�fl Got\ACtzt=TE M►TEF_EED E- 417r P per square yard fabric. J� �EoT1aNS AT <'\ 3: 4 51°,..bl�"E- provisions of item Wo. G applying. ' 3. Posts for Silt Fences shall be either- 4-inch diameter wood or 1.33 U. The trench shall be bacM i led and the soil compacted over the filter pounds per linear foot steel with a minimum length of 5 feet. Steel fabric. posts shall have projections for fastening wire to them. 9. Silt fences shall be removed when they have served their useful purpose, but flat before Lit(, upsicpe area has been permanently sLab ilized. LOT I b L.oT 4 `t OF-1,jCH MA4 ELEV 24°77 2 I I J 24.Z'a 24.c;4 �TJ ?8,h/FtZ <tti [ �,�� 1 QI I �Rd{ 1 I t> - �I V N1 `r 3 TYF.' 1 "re.t 10' �rYr) f7LG'�f'E- �� _� 1 SEE. bTAIL id VVV 0l9 NI/,11 �J01�DE 0 T �� � �PIL LV_A_Y L_' I � N \ CLtILI-1✓Q `f��� 2.fi �+� Z2-moo I Z4 1!i i4.7S 0 U/-JIT x Q Z3.7r, 3 CouPir _� U WaTEF, Tr_: Nh115 COUP+TS _ I F o„sf P" �✓vL. E`( G;� N iuq � tl, rr � } a0 �� I,JO-T TO S�ALI_ �.-rah--Il�c°�L�F'� T P>F_ =5 TiiE1=S A�.o1-►� �C,Hut-1;�ut..J i7G2,rv� 41g' LOT q OFF FiOs1t7 f3LOGILLt- e_j PAp,I IN[s 1= I(oOr x I T[=,EE 3°Z TREES C40 g l"A E<a (10 FT7z-�S P.oc.t411 TI=H"E / oo Fr) = 4 -O T-v EE--, L a Z6 AD' Zto t-toN - � E-H I G U L..�-iZ oPE-1-i SPaGE o0p0„ � � N 0 I DA �c I F E r I obe-- TESP = Z'�I.i r1zEE'S LOT 5 ►..1o"fll: G>✓�tT Fob. E�-i�sj"tr�.1C,t-("2E>= hfZE� �fl� )=�cG� T� EEC Q Egvrlr t:r� t�.dirlETTo �iP�Gla-ICE �('-�` c�.G. w/ax MvE l't_E hP�i+-(Ci 3' O.G. �E-Ay�P� hPP•Gf1.1C,1 3 b.c, . 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Cor1PA-GTEb To Mlt-1.oF '1831 of MAX, MP) A-_w-3T0 T-1 SO M F_T iioP t-toTE: t1-4 LIEU of a !o` t�a�� a-i-1D �O' STs`•P-aILIZEFa huv PAP , I� 10"GoGZ�I�.td- GiF•1{LL Ya�E GouR�t,� a/st-1 t� Got..l�T�.uc-'j'E.L T `i P (G PL �.,_�.,- E.�iT 10 NI I*1 �•w� (Z) � ° � t FT5 . A6PH,,&\LT LOT ,i TYPICt'LL SECTION FOB TEN Q15 COUP�T N T �. A Y -4" 21 Q3 F21Orr L _ 11 To P 31.41,„ j5" ' Grote -- -T �• I 2"C T I� W j SEGTON4 u1Fv./ t-IdTE: Pa./EM1=1�E TH1Gl�-1-IF oE� SNDc✓} A-P-r- GaM>•'/�T-.p-Ti-4iGLN.tF�j�l:L.o A-PPL`( PLExIGoLOP, L11�JF_ P,0-11..IT To FItJIgHEIP SUFLFPvGI; FC)PJIF -O yAl�� D APPL'(2'q GdATS of FL-F-XICUSHIP P�ttO Ot-It-Y P.PPL cvrJE APPLIGATIOIJ OF A GP, LtG FiESUP,r-AGEP, �O.O"l -CI.OS Gtat-�hY) APPLY COUP-7 PATCH To FII..L MIF-JC�iyt T7EPRE.SSIDt.1� j" TYPE S-� ASPIiA.L"j' G�uP,FAE-E CoUP••,SE <j " CEMEI.JTEp COaUl"A, S1 F LL GOUP1'�E. ao"ra.GT To 98y OF MAX bls4�.14�tT`( (p" ST'>�ILI�E=tom Suf�CaRsApE CoMPAGTE•� O{= MAX. t�EtJ�IT�(. h.t-4C� H~E A F P-,V o F 5v Psi . NOTE: CoUF,T SUP,F�.GIIJC� FSA.�ED QhJ THE, FLE,xtGu-aH10N COt.._OR Fli J6SH 1bYY TF_" MA'aE R>y GAL1Fop,I�fPA Pc�r�UGTS Cop�PbR/ATIOI-•! eAMt�i�rlt�L1E•, MAhs. 954 --7on- - 25Z�I ) 1r1oTE: Ir•-1 LIEU of A-L1`'� sir ty �o"�i>�SILILE� `iut,�At7rE, a CG„ G£nTEp GoquluA Got--1�T'R.tJGTE.i� #4 Bors t; 12"Ctrs. OATH�SIN N.T. 2r_411 211 IIN J�11 2$1 _fm' &] 7� a C � C� c _i G r4 rr 2 C�%sAT>_ hHA,LL t�E 13Y U�. Fain-IPP,`� `i�AT� ST`(-L.E �i2, Gttzst-TE Nc�. loZI3 p-t'PFr�n!'Era 4uAL. GouG,H f_"C' z 10M 3=a" F It.d(r �1.1 y o �l PIPE- I i 2�onps H1ex FRotJT VI EW Ca+-►c.R.ETE. MIT®ERE-D ENP �)E.GTION...I r• -r h . Fog r-'e ( _V�aY cu �vEtz-r� I cA loon whTT HI(,, H I ouTPu � TEtJIJ15 LUMttJA.IRE U� 'RLGj LIyE.HTIh-IL�,It--IG.MotttDD���Et�� R E Wit_ i1P�E oP, APPRovEt7 Eczvo-t_ 9 O.D. A.LUMtI-lurk POLE FEr`!G•E FAf�rLIG Gtl•..F 11--I�It�E. of covrz.�' FE a -I G-1 taOsT�a ELEG.TF'fle_A L AGGE�Gj 410-15) 2 y2" >L 4 YZ' HA, "PHOL=- W ITH wATEtI, PROOF Go�ER G0WC-F ETE FOoTIN.Je1 TG? P-,e 1 LE,/ELwITH Top OF AhPHAL'f A Courc7 PA.:V STEEL A r-tG.�aF', Pit >=- -1 � 1e 30" A1.lGtiG7R- �-f'h 0t_4 allo n�. t�oLT I) GIG++GLE •I I' I... II.P. 2-500 Febl, Cot-4GRETF- p'. 4Ivjt= 771t CTC�1 lAi_ LV,1CiVMX, i< ' �alz t✓ Ta P�1=- 11-tSTl1i-I.EfJ N= L r-FoTr_- vo tilcrf a\,1F_9Vl(j NvL.E. Fofz Foc�t�i�A.Tlot-t - GoNGR•ETE t-1u5"r f iZE Pcu�E� p,:;,AoI sr THE ur-lvl�-Fvee�Ea� �1L.. 143'"SGLUA2E ,� 4 T4aICIL 2c�oP`�I Ga1.1G coL.(.A� p�oTTO ®F P�51N ELEV. 22-SO n - / TbL/b L�rj� EL1�JOce>5 j I I ....-i 11 l� _�� ,.Ilf) i t011 3 k ti..l tt i� I I A1-417 1r"r;, �a•Iva.J-PER•Fc2c.TED1 _ �'` 0.2% SL-oPE 1-7' �. / CIA' i- = 'PE_P c ,fl s-re•r-� .�l"P✓i sf•�1r�t= I S/' .e1Gt 1 OF. -ej" 1­-4oi-4 -PEtZ(=OKAY Ep P,/L f-if UNipE.IzPI�P�IN PETAL_ 42- CEw7-F_F2, To GE I-V5 OF pOsTs 13W V_ J "csTm : oPP051TE POST To hFA�i= 0 J t2ATGt� ETE b wl l-{G-H w� F (1�EMo�/APaLE i Ili. 11DLE- °0 CoNGRETE FOUNpAj IDi.I To C3E 18 DIAMETER /aET 2" P�ELo��/ THE F11.1lSHEp F11JtSHF_'p GouP1T ,5L)P,FAe_E. GoUP,T huF4FAGE, -� � _ , LIC,HTII` C_j PETP\IL, L , 19/9" c AL.V. hTEEL J HcbIL AF-IGHO� OPFS�T TO r3E 17ET r'til-1Eri L"j� AT -1 GvRt�t{=1zS �a1.luFA�Tc�� E 2- GoNT2AGToM Ta I TaLt_ ELELTI=1OaL_ zo1..4nuIT'p f 2102 Td PvclRtc t!1 h1-APB. HEIG,N7 as PE7= A. r qal auFa�Tu�B�'� .' P •, 4� GoMP�G"f SotLTo MII-1. 'n ' "AKIML7M PENhiT`( g 1 1 ELE, C.7P-7ICfi\I;_.- CAI 2. 5. CO1,JC,. SLAB �`� Tom- �oUNDA�T6©ts.) SEGT1C�t*..! 250o Pst MIN. cotJCF�ETE wIT1.4 FIFSER ME�aH A p COMPACT Bolt- To MIIJ. of 95% OF Mrv4IM0M t�'ENe1T-( BLEACHER CROSS SECTION I 15017 E1A'�11J wITH 6A!-II,A �oD� I T1'f IC.AI_. SECTIONS FOR 5ETEINTION P SI S N TS - a 3500 PSI C0r.1CRETE a 1s. •P. . p: 77 30 " SQUAP�E. TENNIS NET POST DETAI l_.. H117Ew.Ol..iL. vbRl� P Gut`F� SovTH OF ' P Ext 5'f, T�t-IN I�j Ga�trT�j p. Ai a 'FEI..tGE- QOh'j" LIMITS O FiOf� 12" �- I"1w 10 ht-oPF_ I' Rp,DIUS A �250o PSI Mlr-1, r TEi.1Nl5 COURT SUP,FAGE TOP OF C01JGFiETE A ASPHALT To t3E FLU'bH w1TN 'Tof' OF TG'F-' OF f�A H Id ht1D Co1.1C. FAOTI4J� F ER I HE TEI) CU P)B FOR TENNIS COURTS 12.5' 13oTTo of SwALE I'w�nE EP6,EM t-Fi To PEE O.1' T L.OV IF-7 TWA" EoP. I vG.R I ES 30' �r- IB'xzusR,E- Cal`=CizETE MITCF= - 2o.oc�° jam'' � .. 4 " PE'R �o�bTE-p PVL �At IJ PI PE. �LoPED MIR-IF) AT 0.2/a W1'("H Cp"Mthl FtLTE2A4�C�2EGI6.TE. P -TT �PARx, ? f=ATF�FZIC.. '-< ..""._./ nu1z-Af l-.E. GLaAnt..1 QvAi�Tz �A.NP). EL I'l2t asrau>1n r-IL.TE2. "E_T_-T{u49 poT. Stec-�I�2-�i ,-ITN EtJCn &,/E2L.AAPP i tit, I.0 FEET UMPE QPZAINI G205S S CTIONI r..i .T.� , f�l�►.511�.! # 2 GATE- I O'- O" T'oP FiA.it_ 1- 13 L.I►JE POST 2" I) CONGP,ETE FooTlNcj II II 2500 PSI MIIJlMurk II II 10`-o't El�li> oP, GoP,tJ E-P1 �Pn 13.G n I-(I-IGA.L 1_n.-_5r SIB OWL'( NOTE : ALL FEt 1GINC� TO t�E C FP F-e..I Vil'4 (L, COATEp N0.1 c1A.(,E FE.htLE Fiirit-� IG... ►El�lhl I S C.OU�cT FEN C I I`\ICI P ETAI l_._ h- T. S . TYPICP.L SECTION OF ROADFROf�IT 5v./ALL 1-1oTE - qI giejv F F_F_We.E , ToP 4- P.noTT,=" hELVA4,E.5 TQ I _"0LjLt-6.p COURT DIVIPER FENCE PETAIL_ 1. Set the stakes. 2. Excavate a 4"x4" trench upslope along the line of stakes. / i Flow 1I�II III 3. Staple filter material to 4. Backfill and compact the stakes and extend it into excavated soil. the trench. i�. j111 ,I 11 tld-_ CONSTRUCTION OF A FILTER BARRIER SILT T FE. J�f E_ PETA I L_ u Ts. ►+�����������1 LP4�� 2-7/g"oq MA710M U pR/NTF4S7 NO. 185A-24X38 Z�EVI�£17 I /iof9�7 I TYpIGaL SE�TIarIS, c��C3j Lly REVISIONS I BY q w►�Je d v `iso' t At r C 0 v ORAWN �S CHECKED OATE a. $ 7 I SCALE JOB NO. SHEET OF SHEETS rTELEDIPENATIONALTRACMFAPER NO.18GA-24X3601- IALOL Il 556 XTB-MYNENATIONAL NO.185A-24X36 p SITE pAT� LoT iy I. Zottlt--ly - QS . - 2 LAIJt7 USE LoT 15 I L.oT 12- I SL_OC.K SS5 a 3, AREA Ca.L GULATIOt�lcj I W 00- oo' 0"E 122.�oG,01 fl LLF- A. TDTP.L. SITE AREA = t-7-7r72/4 hF �L g OS AGS X Z Z3 X Pb" ExI�TrNGI rMPEi�Ylbuh = 2�,SZ35F or- 0.51 2a• 22.35 TOF FINK 2Z.rg PowE LOT to C. PC0P06i_t7 P51, 3301 ',F cr- 1. 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Ga�rD a�A2S l F\ GATGFI >3AFa7 ! 4 I[a ~-�-r� � . KZq.ra3 �lrJF1.T i2ELAuil:'P '?�L•oGr+T� x 2�i.Z3 ,p z�Z q- 12.5' hE.'Z•VIC Fo f P-AP�F� C-4 Mml loH a 4E E> EV.�{•� mot= .✓a-rE•R-u+ri_l.iL Qjr.Eart,RS / 'P-e.2s _ v i rJ �. E L E�/. 22 • S ro F4ST, P.til�lEi / - 3 " 3� GOAiDIJIT ti ® �t-ELTfGtL ► 1 RTI77T Zq-"i° X Z�.°lo # (Z r ( C�147 8 N n Ex►�-r1�4 ,/ x 1.e- � � 1`qE 6J, - t'-ELOG•6T Got.�GE�101til X 25.r� ATEIZLiuE ZSTPa1.iD %r X 4� I �� �o..an, A VPvMP ExrhTi y ASP1iA3-T .,�raLi�wA.+(dj S� �c.ISTItJ[,( FI�TVPSE. '3 yy 1\ ul 15 �= 3 -rtS i` 1 y,,t7 -` G A, '` Gf lr.l HOv I f f. VQ �L -7s M= N L uT �l u T P�A�•quE i3ALl_ Ra.000E'�t'SALL_ ewl Q N ice? _I 4¢.E+W Q. , X 29.3Z 1� AP T TT�1=1=5 � a �_ I do X /$, �i £v.z2.85� N• CQVgTL✓ C ARTS TFx F_r A� or.►� S�HUi�1A ti1tiJ Z7F�rvi= t1 { -�' R-g'Trr rYr k. 24.90 �� J 416' >< I TPtiF-a/'oS, = 11.9 T2•EE-, L UT (� 8 o j Cot >7 Z`k� \ T / 29.95 ' =9Go Etter . S ,i0 X F- PowE�, LOT 9 Q \ Zq.7o of F tx,o,.l71 f3 LOG i[ 1 QARI� I N G► LI -it 1D �>2TE� EE fbl�i 2-7 ��7ED c�1�►-I>=c.T Ta t=>C IhTIr-ICq PcnN IfoO' x I TP Q • iAh/. ELE�/ 7-2 �f��Kl 14 wa ��teT W 0.5 { of O. Fj �/ t "rR Et: To P� QEt gO�Ep �1 ofiE �`� TP>EES M Eiz E Q v t, ten- 111 - ASPHALT ®41 p.Ewlo�E_0 �1=X 4 �avTToti+ oFl t+� 1 � � a/ .r2' I (SEE T/PAvEN1ET -r p spE fl J� 7 'r�lscvr lr-ac-T7>/� IS' 20 (:A �1DCA G ) llr GTcH_`rT �crR. E1 E/ 2y.Z� T TEt-tt. tt� LO U R I S q Z� r- ►or.i -./E t i i c u L_� rz oPr=u ��a�E I zy 10 Cll i / Ex �TtF-�100 _ ci 1 . , Gt r i �pO '�- i' w�4 l2 r E EE C2gMaa1L [I ZN. _ t P IM Tt= Sy sLs L`►� fE2 Mori lTrr J!q I - 1✓ ® �/,Tf SICa+-i Gah�T7 _s-- P�Q �`• L,a'`- 101--1 F SI(�vS p�.[_V�T OUP7 gp.01 T - 1��23:52 S DO Do'o"F_ 1 2.Co5' [� _ 3$� 3 �rJ= 2q.go ` ' / �, E ToTAI, Tt�tEa=S ? EQ�12E� = 461 Tiz-EE.'p - - �� + �_ 23•t► M F.1t of 5 gw"`LE Zp 36 R - 9yp� may.. �/4u7 r f ��,ID' So ppnrr.1/�yE fJoTE: C,ar-DIT Fofz Esu�iNGl rizEt= �iiZEe Loc aTE Li4t TPotr>>✓ LE r3' F2o yO �a o 2 2 y Y LOT 3 EX G �tEtDS T2 EE5 K- c�rtZ E-fl 2a.-ls °l R1 1•tT-OF-wa E� 2E C of ATE hGNdo�• GZ o66i"ci -- M,-,TC H F x I ST I N f a� EM Er�tT _ _ 'iby„�_` Z 96 • I q . `� v J lr = 1 a aX- TIE .7 "? N x24 zo 1 1(1 ST 1 N Cz PbwER „ ��--*��Z3.7� i3 I Cotilt�. �f-#!Z Er.Et_TP►IL Fb•1.G �-{U N igrull.flr�► N A A �. \ \ E" 1TER or 1LY �� 5.44 u I -�� 'T � 00 f \ t \vJ .`-'- �Fv� y (�4'�" FE1`'GE L.OT C.. 7.7 0 �L,r ,Z \ 4.ao EuTe_T:l, 1=Ei.lcF- Zo o . 9;''dr-4 t�URItJ Cot-1�Jij2UGT1 d \ a � 1 ? aLor L FtG CauGTLi Ay z � L.DT iJOTF-: 5 Fx"Ti► 61 Ptec F_�' » OF t14y Silt fence: This sediment barrier utilizes standard Strength or extra Z• vN>= hLIt7)� \� s^ rE eng[Fi synthetic filter fabrics. It is designed for situations in which only sheet or overland flows are expected. �i. or-►tE o�Ir�l�ir-ll.I�1_ \ �32j\\\ 6 - 1, The height of a silt fence shall not exceed 36 inches (higher fences may impound volumes of rater sufficient to cause failure of the structure). 1�iPDIE A,w•T AA_S. AO•lolo % To GUL-/F_F9T A•T {GIL IAF-� �P,. LEtaE►�JD pESGRIPTION `e 2. The filter fabric shall be purchased in a continous roll cut to the N QT E TRALT 1� F3LOGIL S5f3 SEP�/aSTin.r.t HIGrHL �c�l��j, UNIT lCo length of the barrier to avoid the use of Joints, When joints are �i SOD At_>- P,ETEIJTIoN t3A5irJ5 5' FE1= P.000P,ort-i To THE PL-�T THEp,E-OF. A`� RrEC.OP,DF_12 I" necessary, filter cloth shall be spliced together Onlyat a Support � � ouTsIDE f /r.L•L- TEtJN15 .T'S CouPwHEt� PLAT t�_,c� g PAC,rE �l5 of THF_ PUPx>L-IC_ REGOFp17� OF post, with a minimum 6-Inch overlap, and securely sealed, Construction Specifications o S� tiro htDEu�i�t_K, Two \ FEE AROUti+>p Tut= - PEPpiwl�TEg of THE. P� �►LirJ(,r LaT Tra LAP,GIE TP,E>: (Ext�'�It.1G�� hwAi_E Ar-tD SPII_1_lti/A�(, Ar.�D AL i_ 4gLr.ED Er�ISTrr.tCi TfzEE To 1?�E QEMWEi1 IfJt='In-r-1 t�t�lEi� GoUr�T�(� FLOP,ii�t� 3. Posts shall be spaced a maximwn of 10 feet apart at the barrier Materials location and driven securely into the ground (minimum of 12 inches). 1. Synthetic filter fabric shall be a �.c.'f'TALI- When extra strength fabric is used without tile CoMP e wire support fence, post pervious sheet of propylene, nylon, F3Et�1C.HMAI�}l� spacing Shall not exceed G feet, polyester or ethylene yarn and shall be certified by the manufacturer or TOP of t-IOPTHEAST COFSr-IEP, OF supplier as conforming to the following requirements: PLAGE NA`f' AT Cut._-,/E-RT UIJTIL 'iWAL-E 15 SopDED �� 1='rr?PoSEP EL-Ev�aTlt�t-1 7HE SoUTHEo�-7- CoF,►-•iEP, of THE 4-DU6JEC.7r PP,oPEP)T'( •4. A trench shall be excavated approximately 4 inches wide and A inches i'IiYSICAI. PROPERTY TEST _ REQUIREMENTS \ ELE�ATIor-� 2.-7i deep along the line of posts and upslope from the barrier. I iTEerin'y �ITicieircy V1h1-51 75�minrmumT I ZZ'Sa EXI ttil ��.1� X `�T 1.1 1=LEvATIc► J 5. When standard strength filter ly to. is used, a wire mesh support fence Tensile Strength ti V111-52 Extra Strength- Y _ �� PF+,At1.�/sGr� piRECTIONAL FLOW AP.F.o�N Fence shall be fastened securely to the upslope side of the posts using * � \ I J 20X (max.) Elongation 50 lbs./lin. in, (minimum) �• heavy duty wire staples at least 1 inch long, tie wires he hog rings, Standard Strength- N.P 411G The wire shall extend into the trench il minimum of 2 inches and shall IA1�/_2p.g0 , 'Q^ rN f�l►'T Strength - not extend more than 36 inches above tile lbs./lin. in, (minimum) e original ground surface. • �w -�� - Ex1�Tl►-1L1 w/iTEQ- MA-r1-1 G. The Standard Strength filter fabric shall be stapled or wired to the Plow Rate VTii-51 0.3 gal./sq. ft./min. (minimum) fence, and 8 inches of the fabric shall be extended into the trench. *Requirements reduced by 50 percent after G months of installation. The fabric shall not extent more than 36 inches above the original \ IZxIg�GMP ground surface. Synthetic filter fabric shall contain ultraviolet ray inhibitors and \ stabilizers to provide a minimum of G months of expected usable construction \\ H 1. When extra strength filter fabric and closer post spacing used, the life at a temperature range of 0' F to 120' I-. \ FSEMv�i= NEAPwAt-�5. A-T-10 IOLF of I?-'X- MP' wire mesh support fence may be eliminated, in such a case,, the filter �En.CN S1D1E i�PP Go1.iGP-1=TE N(1TE1`ED Er�lfO fabric is stapled or wired directly to the posts with all other 2. Burlap shall be 10 ounces per square yard fabric, SEC-LiatJS �T �:I SLa>�E- provisions of item No. G applying, 3. Posts for Silt.Fences shall be either- 4-filch diameter wood or 1.33 _ 8. The trench shall be backfilled and the soil compacted over the filter pounds per linear foot steel with a minimum length of 5 feet, Steel fabric. posts shall have projections for fastening wire to them, 9. Silt fences shall be removed when they have served their useful ' purpose, but not before the upslope area has been permanently stabilized. REV t 5ED J1\N, 10 , 199-7 L1G1,ATir.IG SYsTeM oN Ex1sT_ COQP-TS LE�-.l ��T> �LG. �4 ta►q � SGHUI�-'1,��N ��I�IF TE).11�1l� COUF�T� SCALE: I = 3D� APPROVED BY DRAWN BY f77. g�iL DATE: 4 DRAWING NUMBER CITY OF SEeP.ST1,�►1 , FL, IIWTWAIAI. PR/IYTISAST NO. 185A-24X36 I ��- -E P-t -A. 20 "v�lt>Lc. EAe�nL.M'F�.i'i` LOT A LOT 15 LOT I ZZ SL.04-K Spa I. ZoWlt�-lla = Q.S . ' ' .. LOT I 2. LAf.lt7 USE = P OEIL-IG 4ER�►Gt W oop od Po" F- 3• AP+EA CAt_GtJL_AT+ONGj A,. 12;,TAt_ �,ITF- SEA = 1-7-7 72-4 F �fz 400A c5 2Xog'' 2 �3 22 33 -rap of 2z.�g LOT 10 Pam. I<xi�Tt1.Jl� it�iPl:.i�pv►Guh = 2Z,S2 35F oR o.Sl A.r� f'+„1K, iz G. 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FEt.tcE ?.q.cn s� UpL-OT 1 NOTE-* AE-t.-tvC_ArF C5 EX.V- tI Zq PtEc S` �, ` aN OF i�t_P-((,ttzouNfl >cQutF�ME.� i"j \ ,�1 16 \ E 1 _ Tµ/o hETh OF c,wt NC.Ih \ I'll� Cl)V, 2. bt-1I✓ hL1C7E- \ \� Silt fence: This sediment barrier utilizes standard strength or extra s renglh synthetic filter fabrics. it is designed for situations fir which oF-►E. vr-tM1�1+-tGtp,�� only sheet or overland flows are expected. ,z�\ \ 1. live height nt a silt fence shall not exceed 36 Inches (higher fences \ may impound volumes of water sufficient to cause failure of the \\\ y G,pyAp h.vat..E o cut -PERT a"1" Iu L.DARE •�R . %J OT E - L EG E tvJ P structure). Sop P.L•1.. if+ETEP.iT10W 13A5►t�+h S FEE pE.SGRiPT101J 2. the filter fabric shall be purchased in a continous roll cut to the �� 751Di=.. OF AL-�- TENNtS COUf�+T� P LOG.K_ wHE.R S5a �EPSA.�a`T1A+.1 NIC,tHt a..t.iit74j• ur-ii T tco length of Lite barrier to avoid lire use of joints. Wlrart joints are ou ,�.�c oP,ott�tG-I Ta T1-t� f'L-�T THES��OF- A� RE-�RpED l� necessary, filter cloth shall bo spliced laycther only at a support Construction Specifications I..la h117Eµ/aLK Twa FtizE� ARovr-+A Tw Flo with a minimum 6-inch overlap and securely seated, pEp,IM11>=P,F 1'NE P� i�-1Nls La'1 -fN 1. a�D�LyE TREE- (Ex►ta'jiiJCsi� 1`_: C Y- E5 rA C..,F- CIS OF THE F'ue>L.IC. 12,F.Co1=iVc=, OF 1 . hw.*..t..E fs.r_Il7 5P11. 1.-u/A`j, Al�.ITO At-� C�124 Erclh("IrJC,i TfrEE To 13E jZrmt,11 E17 Materials ty-r:A� �NEr�rE. t�gTvRr�Et� It-It�1�-+•1 4�1ali=P. Cov►�sT`(, FLOP,Ii7A 3 Posts shall by spaced a maximum of 10 feet apart at the barrier - Cor„ipp.+r-T p `,K„+ A_ location and driven securely into the ground (minimum of 12 inches). 1; Sytititetic (liter fabric shall be a pervious sheet of propylene, nylon, When extra strength fabric is used without the wire support fence, post polyester or ethylene yarn and shall be certified by the manufacturer or 13�-t..ILHMA.PiI� Spacing shall not exceed 6 feet. PL,.AG� HA• t'3A.Ith supplier as conforming to the following requirements: A.'{' Gvt..vE-Ti," !)►.1TIL h VAl.-=- i5 So`P17E17 �^�, 11='soP Ep �+-E`'�Tlai•-1 Top OF Not�nTHEAsT COp,1.IF._.F-i OF GOI.1L)z.T EE. ht_A►b AT \ 7HE_ SouTHEAF--,T CoR►►IEP, OF THE. hv13jF-CT Pp+oPE1:2,7'{ 4. A trench shall be excavated approximately 4 inches wide and 4 inches PHYSICAL PROPERTY TEST REQu1REMEti1S � 22�ra �y� lye -icy ��E�,�,�Ttor-1 deep aloe the line of posts and u slope from the barrier. r-11 erin ictenc Vli•T=.,1 75 Willmum /� EL_E�✓ATIC.bh•-1 Z4'i'7 r y y /�`l\� �•,a. T�'A+A14.I,e.G�E.. 1�If�iE�-TIO�.i/�+L FL.O�.N' AGtiF+PN When standard strength filter fabric is used, a wire mesh support fence Tensile Strength at V1M-52 Extra Strenggth- \ •V fence shall be fastened securely to the upslope side of the posts using 20% (max.) Elongation* 50 lbs./lin• in. (minimum) ' N.1T Nl�t+l t'-ltit+rt" heavy duty wire staples at least 1 Inch long, tie wires or hog rings. Standard Strength- The wire shall extend into Lite trench a minimum of 2 Inches and shall 30 lbs./l in. in. (minimum) lug/, Z0.0ta f)(r" � ---� - EpcL�3T'j+-Y1 GARsLE t�►NE not extend more than 36 inches above the original ground surface. \ ���/v -'� - Ext'9TtF-t6� vvArF-V- MAAA" Flow Rate Vlli-51 0.3 gal./sq. ft./min. (minimum) 6. The Standard Strength fiiter fabric shall be stapled or wired to Lite � L.IL111"r PItCTI� Fence, and a incites of the fabric shall be extended into the trench, *Requirements reduced by 50 percent after 6 months of installation. �--- The fabric shall not extend more than 36 inches above the original f2'xtQ��GMP ground surface. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction 7. When extra strength filter fabric and closer post spacing are used, the life at a temperature range of 0° f to 120' F. g (©.iE 4EApv-,tsL..LA:1,, A•f V IOLF OF IZx1$'GMP wire mesh support fence may be eliminated. in such a case, the filter G0Wr-P...R-TE Ml-rF'L_ET? E-+'-4p Fabric Is stapled ur wired directly to the posts with all other 2. Burlap shall be 10 ounces per square yard fabric. SEe"[ibtJ� A-T a 3:1 df'E- provisions of item no. 6 applying. 3. Posts fo+• slit fences -shall 6e either 4-inch diameter wood or 1.33 U. lire trench shall be bac►:fitied and the soil compacted over the (liter pounds per linear foot steel with a minimum length of 5 feet. Steel Fabric. posts shall have projections fur fastening wire to them. 9. Silt fences shall be removed when they have served their useful purpose, but not before lice upslope area has been permanently stabilized. DRAWING NUMBER QA MNTXWALPRWMTFA.4T WO. i6SA-24X36