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Recommended Toe-In Method <br /> Set Posts Firmly (Post Shail Be Oak or green <br /> treated. 2' Minimum post embedment) <br /> t/2'RAD. <br /> Fnbric per MNDOT 3886, 6. 3' RA0. <br /> 4,_ Fasten rfth Lath, Nnils or v2•R <br /> � �• Staples. Color shnll be <br /> I 1 <br /> internationnf Orunge <br /> �SLOPE 3/47ER FT� <br /> � <br /> " 2'f—� _J 8618 <br /> WIRE MESH(14-1/2' MIN. GA) � 0 N <br /> 6' Min. Depth � � <br /> s�' POST(METAL �R FIITER FRBRIC (36' MAX.HT.) 8' l8' <br /> 'yti WOOD 2'X2'> Q A Oi9 or Disc Trenc h �B Lay in Fa bric & B ac k f i l l \ <br /> �yG EROSION CONTROL �� � � <br /> �i <br /> FENCE - iYPE 1 � � � <br /> Stee� Fence P09f9 snan be ° � _L___\ SURM❑UNTABLE <br /> used to Su ort Snow in � T <br /> 2� HIGH Fence (Woven wre may be � Heovy duty tabric (MNDOT 3688) �12� 3/4' ^ <br /> BERM substituted for Snow 48' wide fabric / e e <br /> BACK FILL 6'X6' TRENCH Fence} 2' minimum post -SL�PE 1/4' ER , � �B CURH TO HE USED AT RADIUS. <br /> embedrnent. 75.��g. SEE CITY PLATE N0. STRT-5 <br /> DIRECTI�N OF � <br /> RUNOFF FL�V �� <br /> i <br /> E EROSION CONTROL � 'R S. B618 <br /> 6� Min. <br /> � � UNDISTURBED SOIL ��E - TYPE 2 r <br /> Steel Fence Poets shall EXPANSION JOINT <br /> Q be used to Support Snow Heavy duty fahric (MNDOT 3886) (BOTH SIDES) <br /> 1'To 2'Washed Rock �p.� Fence (Woven Wre may 48' wide fabrie <br /> NOTE: F,a`� be Subsituted tor Snow � CURB CUT DETAIL <br /> Q' Fenca) 2' minimum post <br /> Rock size should be 1"to 2' in size such � embedment. Hnv�,st.�.soi� <br /> as MnDOT CA-1 or G-2 cou/se oggregate. iwo rebon dnven Nrouqh eaN <br /> 1.3'to 2.0'in Q fM grou�d. <br /> Baka to bs r wd 6'Eelor <br /> A geotextile fabrie may De used under the rock 9�d� <br /> to prevent migraGon of tha underlying soll Into / <br /> the stone. Silt Fence✓ �EROSION•CONTROL n��'-'o qro�uaarw� <br /> FENCE - TYPE 3 <br /> ROCK CONSTRUCTION ENTRANCE EROSION CONTROL FENCE HEAVY DUTY SILT FENCE CONCRETE CURB & GUTTER <br /> NOTES: <br /> 7.Gratn to ba mods In(2)%ECES <br /> X 2.Atl matd ahaN be hot-dlppW-qalwnlzeA <br /> � Sse Dsta1 A-A <br /> B618 CURB <br /> 24'-0" & GUTTER "'� 5/�%O.D�7 si�. <br /> 12' q� (SEE PLAN) <br /> IU <br /> " 3.OR 3.0% I m SOIL BACKFILL <br /> — o Hd. Ha. <br /> � STANDARD CURB Se°�0"° <br /> GRATE CATCHBASIN <br /> 4'TOPSOIL, SEED 1 7/2� - 2341 Bituminous wear Course I 3g' <br /> OR-S00 3� - 2331 &tuminoua wear Course �0' � �� � <br /> 8' - Ciass 5 Aggrcqate , t00S Crushed I Gw�i� 6' <br /> 6' - Class 4 Aggregate Base �p• _L �s��TM B� <br /> Compacted Subgrode = _ 0 4'o.a E�a+w�r <br /> �2' He�Haad SWiniw <br /> Subgra0e Stabilization Fobric �p• � .� ' ���r St4�N BdV,M7NUNC <br /> (Supac 8NP or Equoi) N�t�«�e wo.nms <br /> I .3' SVuoturo Requirp(Y) <br /> �^ 0.5' 2, FlNSHED Piwe Qote Pm Orawhg <br /> � 1. INSTALL FlL7ER FABRIC BENEATH GRATE, <br /> SURMOUNTABLE `� I"' <br /> WRAP FA6RIC TIGHTLY OVER CATCH BASIN <br /> CURB & GUTTER 9 9, s.��e t/a'sim MatE <br /> '-o' F-F N I = �M��� � CURB OPENING. AND BURY fABRIC iN SOIL �/�, �n..-s}e.o <br /> � � � o.s' BEHIND CASTING AS SHOWN. <br /> o I W rovsa� <br /> �-�{ m 2. CLEAN OR REPLACE FlLTER fA6RIC ON A 9'totz' <br /> 3.OX 3.OX _ I o REGULAR BASIS AS REQUIRED BY iHE q DETAIL A-A <br /> N.W.L�930.0 �� � <br /> MPCA STORNWATER PERYIT. `H',c <br /> WO - "�4 <br /> �^ iz•Rcr '� <br /> 1 1/2' - 2341 Bftuminous wear Course „� = F y�p� �^ <br /> OR SODOIL, $EED 3� - 2331 Bituminous wear Course � <br /> 8' - Claes 5 Aggregate , 100R Crushed '+� <br /> 8" - Clasa 4 Aggregate Base � , <br /> Compacted Subgrade � .r <br /> Subgrade Stabilization Fabric pVER EXCAVATE BOTTOM MINIMUM ��r <br /> (Supac BNP or EQual) 2' FOR SEDIMENT STORACE <br /> No�s: Mo�wiukaoy <br /> Paured Cmvete <br /> CATCH BASIN EROSION �'��Pro0���4��°"'°�'"•t a«�we aro•d <br /> TYPICAL SECTION TYPICAL BASIN GRADING HOUSE PAD DETAIL CONTROL PROTECTION POND OUTLET DETAIL <br /> �1008 I EereD�certlt��Lal tLia plan ru prepved D7 me or mdu �s9��d 9Y• Ge�k R'qxtNrroA.aea9e�e DaM <br /> Date: Deacrition: Dnte: Descritioa a� ��u��arrot�o� Sehoell & Madson, �t1C. CREEKSIDE it� ORONO, LLC. CREEKSIDE in ORONO �2/03/04 <br /> 1 09 05 Cit Commenta CB 9eJ mdc tha len ot We te ot YmneeoG. �� _ _ Engineering •Surveying•Plonning ORONO, MN <br /> Soii Testing •Environmental Services 1177 MAROVETTE AVE. S., SUITE 2509 <br /> y �RiK" � "��""l` ���� MINNEAPOLIS, bIN 55403 <br /> qKK�g�r � 1DSBD q'ayma Babver4&E�s 1 554 Tltd 8tred NW.9ub 100 (612) 558-1491 ��� $� <br /> n.� iz/os/a ey,Na, wtsi ���w��� ���►��-� TYPICAL DETAILS 4 a q- <br /> (o5?J s06-7001-ter(B62)546�OE5 (793)24F-0lOB-fa�(8521546-BOQ6 <br /> Sldl ProJect Nnmber. 84096-001 <br />