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02002 W>st.00d ProfessOnol Ser.nces• Inc
<br /> Coll 48 Hours before dlggmq
<br /> GOPHER STATE ONE CALL
<br /> u• —'—sra— k ro=- — — 4. ,o, , AL I T.., City Aro 651-454-0002
<br /> _- -- - —+(n— ,� 470 4. 550510 sra sro $ra -sro sro VD MO VP oleNn. TOO Free 1-800-252-1166
<br /> _ - � sJ� �' EXTRA STRENGTH FILTER FABRIC
<br /> N' ,� A. ; IA I a1 TYPE II - ADO WIRE MESH BACKING -
<br /> �� `�`
<br /> • A.
<br /> TYPE III - ADD WIRE MESH
<br /> \� y, AND HAY BALES •
<br /> �r%qv
<br /> 13,` � . i .io STEEL OR :lia:�.i�^'�.i�;i'}::!' /�WOOD POST\�. .\\ ,ir. 1` � rl1L. '!i;i Fels.,..:71
<br /> ``, \\ \ a1 1' ,N. ,iL. - ,..f,'
<br /> ` ' 1>:.,,,> 10-0 X SP ApNC N1TH
<br /> \, \ .� -.1„ .11.0111 �� WIRE SUPPORT FENCE
<br /> „44111001
<br /> `�� ...� - �' •. ,` II, A.
<br /> :0'TL0T
<br /> ,.,„,. .7..;-:'
<br /> ' - 6'-0" MAX SPACING WITHOUT
<br /> w - -_ `-- - SORENCPONHEIGHTMAX
<br /> •
<br /> EOMMENCED FIFABRIC�00'
<br /> 1��A'�••\ .�lr iJ• ATTACH SECURELY
<br /> \ \ \' O `` \\ • \ �1 ,)`\ r �.b��, �1 \l 1 $7EEl OR TO UPSTREAM PONDING HEIGHT
<br /> / ^\ \ `~ 'It f, WO HIGH MAX SIDE OF POST
<br /> i \\ - `' SA ��-. \ \.\\: `� .r.,..n.r �, ry' A��♦P`�,v ���� ����� WOOD POST RUNOFF RUNOFF
<br /> / A.
<br /> �r _-t --- \-1\ ,\`I lvlr�� ��/�t� �� \ � n.....-..-wc �� ,w����♦��i♦�•�ro��� S:7/ � - 12' MIN.
<br /> :/ �� ( \ _I J %, � ��\ . F`�v ♦ _.eY V" .-I 12" MIN/ , • .• .• w�I �' -. .".6" TRENCH
<br /> \ 1 �//fir / �• 3 +� ♦ .��o` .moi CI. WITH cONPACTED ♦ -
<br /> / / ``� �1�//(`�. it.\ r .�`j• �I (`�r-' w/�ti� 8'-~ -- i :. I�l�, I `���,i\�\ 'i \`�•� \•4• � ®�� � `�'! i BACKFILL// �� i `� --� •fl� ���1`\\ 3 i`:, �� ` GRAVEL
<br /> (\� /, 6� -- ///// fi,v.Q.` X18:/ -a �l� /• .� t F\ i JJJ! STANDARD DETAIL
<br /> ` \ \ I/ 1 ! 1 l �i•�w��Ae.,/►( b,"1/4.�,��r,�a � A. �•� \ ,•tF �+\�\ �� TRENCH WITH NATIVE:BACKFILL ALTERNATE DETAIL
<br /> \. ; ..Ah � a� '¢��� `!� / �[� •��` �- CV♦'�/ 1��4 _i-.'_."" .�t.tFC� ..,,m4.4-‘,..„,,
<br /> �\ \k 1•t� TRENCH WITH GRAVEL
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<br /> ��,�= NOTE:
<br /> \\.,� �� \ ! I f \ �� \ l �Si�F +� 1 �__- �> -*IV ..,� I 1� ��Fu1�1 ,/ j 1 INSPECT AND REPAIR FENCE AFTER EACH
<br /> \\ \ \ - \�,_ �.�'';. .777a .� J -� \ l�\�� �- fa �.i ,1 I STORM EVENT AND REMOVE SEDIMENT MIEN
<br /> \` / i /( \s ..N\k.\` � �� `Jyy. I • /..-J-- �.
<br /> Oroo.—„,,,V
<br /> -'� I ��j V1,,�_ �iY`I� II ) /,� NECESSARY
<br /> ,�\\` r / V / \ .� ``�� -y1 �\ �•L.?/. A c-- _ `\`i �,`�<,�`E`_ ���I, ' �w F / 2 REMOVED SEDIMENT SHAII 8E DEPOSITED
<br /> \�/ %N ? �- � \ "_ �� Aiii, A ai ' \F 7T"�� &El• ' TO AN AREA THAT WILL NOT CONTRIBUTE
<br /> \` /� t \ / \ \ \``� .�� � /"� / t `\ ' rr.,�:, ►�` w- (' ,'L�s� . '\ ,l `(/ ` 7/Y ` '• :ip'� � ��!. ♦�, NZAA1� �..- I• L u.110SEDIMENT OFF-SITE AND CAN BE
<br /> r//, ' { sl ' / ? . `\ 1 �� ,-•s•�-.- �.+•p"�' w ` re I♦�t• V ..0 Ih=' PERMANENTLY STABILIZED
<br /> \ "i ; ,%/ i !1` \ '1 \ y f 1� 1�. ��� ♦��V� a1`►\�c�c"r i yy� ti� SILT FENCE
<br /> \'�+/ /�L', 1 ? (� �'• J �' � t>_ �.> j �♦ V�� � � I*' I 3 SILT FENCE SHALL BE PLACED ON SLOPE
<br /> \ \ �. / f�� ./ 4,'
<br /> ' •/?,'j r/ I • ` l���) �1 ��y.���f'� c--- ; ���`�101, Ir'Aril CONTOURS TO MAXIMIZE PONDING EFFICIENCY
<br /> I \\\'\' ••'.i I / i \4..0 2/
<br /> /?; Nt i iiipi 0.$�iil"P" r \ 03113v..---' 1�� —ter--- �e. �Ligli. I
<br /> 1\ j�/ / .`(/ yr--;,----.,--).) ? I i
<br /> A� II. - r -----.7--,__,.........00w /'' �iI��1� 1�� (ROLLED TO PROVIDE�.' \\/ /0 / / :I i i I I� I�� I r� p4 ���..�, \ ��', g 9I 1 r72 ,,.OUT- RING)
<br /> :'I // 1 `7 1 wAI� PMF,.. -� ! w R Imo^—r' \\ `� II����� sago
<br /> _I �E ►�liu�ti OUTSIDE MH PALL
<br /> a / / ,0 •l/1 r "? 1 ` „� r ijr p I \ �` 1 1111 111 K 11 1 \ TO FLAT BAR. r
<br /> ',% /.//!/ I f, l ,�!_//���@�a 'I��R�‘ i I oureor AR �I► _ 'iI e
<br /> / _/ i ; ' ��'�11 111 11 ` 1 � fi E9 �1 Y I�II III I �� \ Ro'nDE.- .
<br /> �' �� y� 11 , Nit.883 0 elo 1{1 NAG&1 k ■n.r-T P ro eats
<br /> •' , , , �, /I/;? 1 j` ; I\,, .�N�' --'- 41..'t1 I, Wt.887 8 \ \ 1 1Y ii �u ''�11 all rimer i 41,�� -�-i.\ ����' ,: ►� 1 / % : ' Y 1:uprialitilituartal� 1ad \ _..�_.. J n1i1� u� aiI ► /''
<br /> III
<br /> / I 'r� l ��'ii- 1(�I�r,� I ' `I`•-..�1.� 1 A �� AA IAi :E:• y� r<� // ; 1Y �Yi evn� X1111 � � e1��19 E' i8 �'fyril�1tt ` r, :7
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<br /> int �I ����sa� ✓✓ a� ,� ����� ���� (�Ir ., TO !/—� 11, �� V ,11iii, a �1 L= p/ ��. �� — — \_/EI 1� _� �����,_w�-11.11 �i�_��NF.� ��� NOT CAPPED GALVANIZED n SMOOTH BAR\ . aRL_���..�'� . �� cRArE n Z sec7loNs •• 0 C.EACH WAY
<br /> ` \tet{7r , i I I=��+���'4 ,l - �+. f ' �_ �w _' (PROVIDE}1/. •
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<br /> \ .?-:,e. \7 �a,L� �1��m/r���• JAS ', �� t ` 14,„:11
<br /> ,111� �' J-1/i OPENING)
<br /> = �' f. -ice 11�{{}� \—=1 ��� 16�' 11 ' f�/ ��z�" E1�la ��Gi� f:i 1� o��r�1a ,,I Ri 10 •` \ 1 C i r
<br /> `/ ‘,...1 r , 9 111 1A/, E1 ail Il 1 q 'moist Fi 11
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<br /> � Ei ii iG i ■ iG i ICitG� i +• TF1... i� iiia �t�:� ht` Z/TLiTT A �1 Y` �1 Y 1. I. v� 1 1\\� NI �3i1: 'n1 1 • I11 1 1ef�11 1 1\ ;\\, /— I L1� pp'' �' t .Mt n• Ids um nl n n: ut�ul' '1pg1'` iu ��.
<br /> \\ / � % �Le1/�•3i�rn/ ����1 L�m�� tm�FI�T� Ilei. .rte ��r1 i �` ihillinglaqY ��IG��i� 11 '!I �I I�r,111111I ` Y``\ q . RIM ELEVATION.ee.s
<br /> \\\� \ C• .m.m m• -Inky .7k=• •e.i=o-,.. I 1 .� 1G it I p IG it RCP`wTLET
<br /> •. ► 1 �\ i Pc �7!Ir Gats.! 0■.•M .11®_L.. iI ist1 �1,i E3 La'nierI I I ..ri L�' ��i 1� •1�II I` 1��IIIIG i�1�11 ,i ;\
<br /> \^ \\ \\ \ / ` _ _ _ _ I �' , �IJ-.�� 1'W �� - l O IE-I LEJA r.-DIAMETER CRIME
<br /> ti . �.��IS'►'.�.��'_ _ � i-_riii...�✓ L.�..u�) cam.• _Lanier
<br /> ..._ I m .�0' .� � �a K El -
<br /> MU 0
<br /> R ■IN ■RAIN _ ,L,_ . \ `/Y
<br /> / ~ \Z
<br /> • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
<br /> o GRACES UNLESS OTHERWISE NOTED.
<br /> u
<br /> • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT GE LEGEND I paMp-SUMP ELEVAnOn•80.0
<br /> HORIZONTAL SITE DIMENSIONS AND LAYOUT SJPFT• / LEGEND: i• e-
<br /> DENOTES SOIL BORING ELEVATION SFCTION A-A
<br /> N • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EmSTING-VER Q-O / t / DENOTES SILT FENCE
<br /> UTILITIES ANO TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY �rTI�
<br /> 0 PRIOR TO OONSTRICTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TE /` {7000CSOOCi DENOTES HEAVY DUTY SILT FENCE Sr RCP CLS•O.OS
<br /> ENGINEER OF ANY DISCREPANOES OR VARIATIONS FROM PLAN. � _ SO' --P-_-_ DENOTES EXISTING CONTOURS STFTCOM
<br /> .•�,•�� / N i S
<br /> lIME
<br /> o • ALL RCP FOR STORM SEVER SHALL BE CLASS II UNLESS OTHERWISE NOTED ,7�. 11a♦/ �j.�>♦�J MOM —960 - DENOTES PROPOSED CONTOURS
<br /> '� /tet♦ 0...�' ���i`L'V4 C—>+- DENOTES EXISTING STORM SEWER
<br /> • 0 0 FEET RIM ELEVATONSONS ON PLANSREFLECT THE GSUMPED ELEVATIONS.ELNPED = .aeairr.s♦)e�OIVO lk.
<br /> c "•1.-,, 704. .7t.t •��•ei-'"--4".""" , o--,.-0 DENOTES PROPOSED STORM SEVER X
<br /> ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES / -•�.2.Ay.► 1'i ,.1t_ �l r,.�
<br /> v ."-'4,1 1, am 4.,�7 ' DENOTES EXISTING TREE LINE
<br /> v • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES- /12"MINI �•>>j t!�C� 7A�♦/ ry -. RDENOTES EMOVAL LIMITS
<br /> APPROXIMATE TREE
<br /> $ EROSION CONTROL NOTES: 1-- WASHED ROCK s ass 3 DENOTES EXISTING SPOT ELEVATION
<br /> igJ x_.» DENOTES PROPOSED SPOT ELEVATION
<br /> • ALL FENCEANO OTR EROSION CONTROL FEATURES SHALL BE IN-PLACE7 /-N DENOTES BALE CHECKS AROUND
<br /> o T
<br /> PRIOR TO ANT
<br /> OTHER
<br /> EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL
<br /> n, VIABLE TURF OR GROUND COVER HAS BEEN ESTABUSED. EXISTING SET FENCE � � CATCH BASINS 0' 100' 200' 300'
<br /> - ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED DENOTES EMERGENCY OVERFLOW
<br /> INOOENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE E 0 F ELEVATION
<br /> a AWARE OF CURRENT FIELD CONDITIONS PITH RESPECT TO EROSION CONTROL.
<br /> y TEMPORARY PONDING,DIKES.HAY BALES.ETC..REQUIRED BY THE OTT SHALL BE
<br /> m NOOENTAL TO THE GRAONG CONTRACT. NOTE:
<br /> ROCK CONSTRUCTION
<br /> • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE ENO41,
<br /> ROCK CONSTRUCTION ENTRANCE SHOULD BE ENTRAPICE NOT FOR CONSTRUCTION L.Rada..DM.o n./oz
<br /> OF EACH WORKING DAY A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED A MINIMUM HEIGHT OF 1.0'AND CONTAIN l-i 2002IDXRGDPOI DWG
<br /> ACCORDING TO DETAILS TO REDUCE TRACING OF DIRT ONTO PUBLIC STREETS. MAXIMUM SIDE SLOPES OF 4:1 10•te 0$/26/01 shoe! 4 op 7
<br /> 0.
<br /> Elk River
<br /> •...r.W N. .I .AM,•waA WAaIB10MAI. * I'I'•` D•i�.k IMM for Prepared
<br /> DD° °®°�°�' .°°°� wa r...rr.arrTw „a m -. r, Preliminary Grading
<br /> °� Centex Homes Station Drainage & Erosion
<br /> Eden ha1Fk■.MN 553M Dm.m n8
<br /> Fhones 157937-5150 Fuc 157937-5172 J•••0 AE McCarty
<br /> 12400 WhlteW$ter(hive,Suite LX120
<br /> D„• 09n6/oz w ,1955 •—+a•-••••••�" M;,e,MKailk. Minnesota 55343 Elk River,Minnesota Control Plan
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