Loading...
HomeMy WebLinkAboutProject Details� . .. .. �g�« . �',u.w�' �..y yv„< �... . . � . . . . • " •. 'XY � � . _ . ;' , .. ^ � . � . . . � . . . . . . . � . . . . . � �.. , . � : � � .. � �. � � � . . � � . . . . :: � . . . . . '�� . . . . . . . . . . . . r . . . . � . . . . . . # ' r+t . . . . . . _ . . . . . . . . i "�,t+; . . . . . . . . . .. ' ?. . . . . . . . . . . . . . .. 1 C. �` -��" . . . � . . . � . . . . �`�.: '�. . . . . . . . . . . ;�,< � . . - . . � . . . . . y. � . . . . �«a . +: . # { + -$� .. .. . .. s��� . . . . . . . — 3 � �s . . . . . . # Y . . . . j . . . . . . . . . � I- A' . . . " x:` . : , . , . �. n . � ' . . .� }. `� �� I ��;. � Y � � e �� � .: . ,� ��: `Y� '. .. '- .t.�.� . . . . � . . �, , 1 � �. t ' � . . . . . . . . . � . � . r,.. 51; ,,.�.. .. d ,��y , ��, i. .3 . . '; _ . - � „ � tr + .,'. . -.. .. .� : . .w, _ . , � . � . . - . ' . * . . '. . . � . . > I �. �y�'? t* � � Y2�`r , � � �' S �."t�^��� � ze . ' '�i ��.,=i. f�.. . . . . . . . . . . . . . . . . .. , � ' , _.� ,� �«k`! � . . � -. . _...�� . . . � . �� �. : . �� . t �. � �. . � . -. . � :.�`,c"�._ 4,�,,�;e i'• � � �:�� ,� . ,. �:-: . . �.�:: 'c,. . � �_<�w., .�_..:<-: . . . _, . .- . .. � . � .. ... . .. . .... . , �:: _ . . ..�.._, . , .,�. �..:. �. : t•. - � . �� � �, ... ,.. �. ..�.... . . . a� ' . . . „ ., . .... �=A �: . . , .., ., _.,... _ . ...,.. , . .r , �..:. ,.. _ . -,- . _ .. . �` �, . . . a. . � �. x... N . . . � . . .. �.. �,. .` , ... c:.,�.'.. ,� .� . . .. ....._ - . :.. .�. _�+ �. .. i_: � . . . '�. . �, , ::' n.�.i.,:• z z. . . . , . _,..,. , , ...,: .. .._.. . . . _ _ � , . %_.. . . . ^� . . , .... .:.. . �, ._. ..t . �a , .< ..., . . , . . �.. ,. � , .,.<:. 'z <, . .. . . .. , a is. ..- , . . .. � > , ..-.. . . , . ;;. , , ,� w».;�.. . _t � . ..�: . ..., . �_� , . � . ,: . , . .. . _ . , . . . .., � f, � . . ,.. .., �:t. . �, . . . ; .. ��: 4. „�.,. ...- �� . . . . . , .:,,, , �. . . . . . . . ..: : . � � . ... .. . : . ... � . , '. ' . . . . . . . .. . -'. .. ...{ �:'. ..� r......;. . ... _ . W Z�� ��� �W ¢ z 3z= Zz� � �- � � �Of- �p� w ? AQ�WQ� � U A . � _ ai�4lFAfr>,i�I/i;�, . Inst�llation Guide °� ��� - ?'E1�PORARY SEEDING � ` Staple Patterns Guide siopes ��` F�pure S-2� P��nnntnt Sted Mbciures Staple pattems apply ro all North Amencan Green erosion r - UpOn COnpl�tton Of �a�th nOHRp op�rotlof►s� � 3, control blankets. Staple pattems will vary depending upon � J Q s ope length, slope yrade, soil rype and average annual 9' W rainfail. N ApplY 150 po�x+ds of' s�rrculturnl Ir,�sta►� prr 7000 sq, ft <nppro�cinnt�ly � �3' SptCMS S«�e►0 Ro t� Stltobla pH Stt• Su1'tobdlty tf��• tons CCr�) M ne�d�c� 1.�. peCOi'oY�+p to iWl t�s� Spr�od 23 The following are yeneral staple recommendations based on length of slope and slope grade. Specific pattern place- 4 lbs/oevy tbs/1000 V�� pov�ds of 1-12-12 snolys�s f�rtllrs�r Cor �qutvalent) p�r 1000 sq. ft, ment of sta les are illustrated in illustrations A, 6, C, and �ft, Dra�phty Drnr+ed V�t (oppro�r�nnt�ly 1000 pounds p�r acr�) or f�rtYtze sccordk+p to soil test. P 4� — D.Increased staple rates may be necessary depending � OddtlOf►pi 1SQf Of 32-Q-0 <o�M�+Onkln nrtrate) r oere Of' t alent A upon conditions. For si[e specific recommenda[ions, con- � L�v�l end S�ope+p. Open Arfpf �f�urfoce lnyK es sui�sal. � � rl x tact your ne�rest authorized North American Greeri dis- 1. Toll F�sCw 33 .B S.S-&3 2 I 2 tribu[or or call North American Green technical services. -- -- - I stapie per sq. yd. 300 ' ^ — ^ ^ � ,.._, ,� � � . 2. Tntl Ftseue 2s .6 S.S-8.3 1 Vork tr,e ond f�rt�Uz�r into the soll to a eNpth of four neh►�s �Fur� 5 z s�rP�es Pe� sq ya � R�d Ctover� 3 12 possbt�. E�u�+xnt shou�d operat• �t npht �npies to th� siop�. 3. K�ntucky Wu�prnss 15 ,4 5.5-7,5 2 1 ?s� � Cre�pr►fl R�d F�scue IS .a �PP Y Y �+0 �� rnb r+dicot�d �+ F� S-1 by 3' �J�, s � t sr�d un�'o.nt �ccor � ��,�, ,, _ broodcnstx►p, �1tr+p, or hydrsut�c appl�catqn. Cowr s�eals to depth `'� ,��; 3.i ,�,,, �� ���� � � -- - � — w+d�cnt�d. S�e Fp� S-3 on pnp� S-a {'a �ednp dotts. �,o St+�p BaMcs end Cuts � �,,,, e •C'. � �� �i 4, TaU F�scw IS .4 5.8-7.5 2 1 2 Frn tM seed b�d �dlo�np sKdnp �rth o rotl�� or evltpock�r unl�ss B N,`, A � K�ntueky Blwprass P3 .6 • euI oek�r s��d.r es us�d ���" 2. � hP �PdY wulcfi o� sll stop�s tFwt �r� st��p�r �,o ;� ` 3. Tntl F�scw 33 .8 3.5-8.3 2 1 tF+nn 6 p�rcrnt rwdot�ty after sNdmp, SK pnp�s 5-10 and S-lI Por x x r,, A B B � f�� odaMlwrwl wulcfi�q uqp�st�a�s, •lso F�p. S-7 on psp� 5-13. �-. 'I H �Q�i� tr Or�1Vf�1� 10 �� �_ I.�.� clnples per sq yd n� 3 I 1 1 I I Low M<tllHiyh 3.5 staples per sq- y0 � � l.nrns ond H�ph Mat+t�nanc� Ar�ns "°" "°`" Channel Chrnnel � Siope Grz�ient And w 6. Kentucky B1wpress 40 9 '.5.8-7.5 2 1 sno,���„«� Cre�p�np R�d Fsscue 40 ,9 �q�w�� S-3 Approxr+nt• S�ednp Dnt�s �or C�ntrnt Indonn '" � S. �• SureLock� Staple Gun � ��� � -� T. P�r�ro+wi Ry�prnss 170 4.D 3.0-7.5 1 ��� ;� I. Prepare soil before ins[alling blanke[s. 4. The ed es of aratlel blankets mus[ be CTurf Type) �.,,��a �, «.�.� 9 P T�����y ��� ��s �r,� a �� �.� including application of lime, fertilizer stapled with approximately 2" overlap. 8. ToU ��sCw 370 4A S.S-8.3 z 1 2 For EasV Installation '��` ?g '�"��i and seed. NOTE: When using SCC225, 5. When blanke[s must be spliced down the .Jon F�b Mer Apr Msy Jun Jul Aup S�p Oet Nov D�C .1 p.R.�`y�,� r�b���� do no[ seed prepared area. S�C225 slope, place blankets end over end r 1- Pref�rr�d 2- VM� Ta•rot• � Innoeulnt• Nth sp�elfle n�weulonts — SureLock Staple Gun For Easy Inscauauon Of Erosion Con- must be ins[ailed with paper side down. �shingfe sryle� with approximatety6" over- — \,r— — trol Blanke[s, Geotextiles And Sod 2. Begin a[ the [op of [he slope by anchoring lap. Staple through overlapped area. the bianke[ in a b" deep x b" wide [rench. Approximately I 2" apart. Vhto t Or Ry� _ _ The SureLock gun will reduce inscallauon time and cosc Backfill and compact [he trench after Surelock is designed for trouble-free operation under the s[�pling. REFER TO GENERAL STAPLE PATTERN F1pur� S-1 T�rporory Seedr►ps �°ri _ � _ touyhest cond�[ions. x. � 3. Roll [he blankets down the slope in [he GUIDE ON PAGE 15 FOR CORRECT ,_ — Iwxwol SureLock's staple chamber is endosed...that means protec- direCtion of [he water flow. STAPLE PATTERN RECOMME N D A- ' Ry��e^oss — � — uon against dirt. Easy-to-load staple cartridyes make TIONS FOR SLOPE INSTALLATIONS. � SureLock the m t R k os cost-e((ective metho f r in Ilin of S�ed 1000 S �� Acre �nor s d o s[a g K�r►d 4 . erosion control blankets, sod, and other matenals [hat must ' � _ P��raMfrt SNdnp D�tts be secured to the ground � O� Vheot or Ryc 3.S tbs. P bu. Cowr s�ed 1' to — — 1 1/2' d��p _ Mon-1rnQot�d� � \ , � -t- �< � SPr'='0 Octs Z.3 tbs. 3 bu. Covrr s�td 1' dr�p � �� _ t_ _ _ 1rr�pnttd \ �^ h ' n � , �~ �.. �.�s} top lo�ding � � �� � � v,°; �'��p�c cti 3mbcrhol�ls � � Mnuol Ryeprnss 1 lb. 40 lbs. Cov�r setd 1/�' ai�epi Dor�ant " � �4 �� �3 �i<�uif�s , � S��dr+Da� � �.�= � �,� �, �+=' - , � 3 c<aitn�lqez� � � irr�potwn n�ed�d durnp tiks p�nod To eont�oi 5� 'X � � �ros�a� �t t*+es ott�er thnn n tfi� stwdtd ar�os, :ti •� ; , — us� r+ul ch. ' - '. r :" K. - Y � � ` J , —�1� ,,. ,, ,, _ _,,,,. _ �-.; �-- �..,i'a • Lett s�.�+wer s��dnp dst�s woy be •xtrndrd S 4� � `� � ~ ys rwlci� rs eppt►►d. ` t� Inertes• sreelnp appt�eot�on by SO% � � F- � O �-- � F- �� � � � 0 z �— .� � � � �U � � QO U� � � _ �____ � � � � � �. � SIIT iE110E fiT[# iAAtlC SKCIFiGT10N5 fOIYFCIT TSi00 OR EQIIINAIFNT PR�ERtt TESi PROfE'DIRE _(�J� VALIE � ,.�., (�tAY TENSILE ASTM D1632 PUINDS Ib5 z � fiRAB EIONGAit�t ASTM 04632 PERCENT >50 � � m PlRCT1AtE �$TM D1833 POUHDS 90 � TRAPEIA[DAL TEAR ASTN D1533 POIRIDS 75 A 11�LEN HIIRST ASTM D3786 PSI 255 W � VATER FLDV RATE ASTN D4/91 flpn/tf 170 A PEIDQTTIVITi A$TM Dl491 SCCi 2.0 M 'a PERIFADILTTY. K ASTM D4491 qVSEC 0.1 t M AlI.S ASill W75I S�eve S�ze 10�60 �' � ��i �-O O �stn oi�s� Nn us-o2s e vnart�C vE1C�+T ASTM D3776 oziyd` 6.o GUARD P�ST 1'-0' p racK►css uTN nm ws eo • � UV. RESISIANLE ASTM W355 PERLENT �0 (S00 t�LRi) STRE►ICIiT . . • � RETAlIED � � • • , • • • Y�i � o � {� . ap � . . . • ; � , GIIARD POST , ' • �, a • • µ... • 6' 0 STEEL TUBE COLUMN � � � � , • 11 6• FILL W/ CONCRETE %� � � ■ POSt SCT PUSiS AND STAPti T1f • '� � � • ° • � � 1 EXUVATE A � � v� �SN . . . . GUARD P�ST �• x�• T�ncH Fo+ctnc v�cu+c �n • . � p �� �� �K �T CONC. PAD Hl�LL BE � . � . =� /� � � TRENCH 4' X 4' ��� ff • •F�USH W/ AVEMENT � � �� T� v�sTS. �' ' � � 6' CONG, SIAB W/ 6X6 • \j W � , • � WOOD GATES . ' �1.4/1.4 �/.u,F. . • p � W � . .. . . 52 . • � � � , • , f PITCN• SLAB 1' W .°�a� o • • • GUARD POST , 45' o � . GUARD POST � PaTFEIi TSb00 �� � � � • � � / � • � , 3��F��� 4��� I� FiLTER TO T►f V1RC COIPALT 1F[ � �"'�f 1�� O' F�� FF)IGiNG AND EXCAVATED SIDL Tlf TRDICH CDPACTED 1'-0' 15'-0' IAp67LL ,�� DUMPSTER PLAN � AJNALE���� CNO SCALE> �R1—�i SHEET � I� � ' � A 1 PLAN EIEVATIUI PDIN72 'A' �D DE G��/� '�� � 1Q(}ER TIiAN PNNT 'B' oF �,,��11���! SILT FENCE DETAIL W�RK �RDER N0, ��tX�C�I � DATE DRWG, N�, �yov�ll ,. I 4 � �., \ .. ,�7�. � � �: I li . h �