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<br />4—GRADING NOTES: — -
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />MAINTENANCE OF GRADE STAKES THROUGHOUT THE
<br />DURATION CF CONSTRUCTION TO ESTABLISH PROPER
<br />GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE
<br />FORA FI NAL FIELD CHECK CF FINISHED GRADES
<br />ACCEPTABLE TO THE ENgNFER/LANOSCAPE ARCHITECT
<br />PRIOR TO LOANING AND SODDING ACTMRES
<br />N 2. UNSUITABLE EXCESS FILL MATERIAL- AS SPECIFIED,
<br />CONTRACTOR VID AND LEGALLY DISPOSED OF BY THE
<br />I
<br />3. SUITABLE EXCESS FILL MATERIAL SHALL BE STOCKPILED
<br />IN A MANNER AND LOCATION AS APPROVED BY THE
<br />ENGINEER/LANDSCAPE PE ARCHITECT.
<br />ARCHITECT/ENGINEER
<br />PLANNER
<br />. ^ .
<br />I
<br />HARTFORD
<br />�GROSIP A/R WA
<br />N. trw
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<br />La., as ON I m e My
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<br />\ / 1 \ ` /���- '= " !./ f / / I / I ,G` / �' \ / 4. ALL AREAS DISTURBED OUTSIDE THE UNIT CF WORK
<br />/ '\ / t \ \`. \ \ -_- " .tom �'-� -� \ \.
<br />SE IN A
<br />\
<br />\ /' / /_ \ \\ \`. C �' _I j% .•• rf`` )�,\` `�\ \ i' 1i9a -r - \. ` \r \ / / MANNER APPROVED BY THE ENGINEER/LANDSCAPE
<br />\4 i\ `ks f / 1 �� ••1� � '- A,. \ -♦,. / = -- ARCHITECT.
<br />\ ��� '� . \- 5 PROPOSED SPOT GRADES ARE FLONUE FINISHED GRADE
<br />/� :~�„ / f� / i� / •� `\ • \ a ` ; ELEVATIONS.
<br />l/ .rij .teryr�,/ ` /�� 1 -+; �'.'^- -� e� O �.i ♦ ��
<br />/ \ �� ,O.:,,,,,...• / 'y % ■ It \`` i +� ®'�' ,, # 4 „ , •4, (� i �Y\ B. LONGITUDINAL SLOPES OF WALKS $HALL BE 5% (MAX)
<br />/ / ` ••�' �� ....../.., /� /' �'� ` \ �J� �:fL` ��,i• 11 (�A� ,i' 910NN (MIN.) TFIE DRAWINCS.AK) CROSS ROPE EXCEPT AS
<br />• / /' �//'�•^YI / \ Qom" �� it. INDICATED 7. PROPOSED SLOPES SHALL NOT EXCEED 3 :1 UNLESS
<br />%/ / / �N / \ �,. _?� • ' • A J wA `•' 4' �/ (THAN 73:11 SHALL REQUIRE SURFACE DRAVANGS BY I HER
<br />/ // 5Y. /// r / • a \> \ ti ` .� * 11 "400 ,•/ / _ -_- "STALRSIEP' GRADING. GROOWNC, FURRO'MNG, OR
<br />/ .. / �,�/ // �� S . % \ Av �Aitg,4 �y TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE
<br />/ J / ! � % / % / / , B, 77 \ 9 . \ � ` p � W I EROSON CONTROL BLANKET. ROPES L E S S THAN 3 i NOT
<br />/ - J (' �'(`Ye �' i / f "•-• / ' r \�( i -- \ , ST I�• '. -, '`1• ' t O4j 04* jl, ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD
<br />�/ / / ('\ \" / //. % / / \ \ ,� `\ \ V : \ Q, \'` �A�a �� �vW'4 r THROUGHUT THE DURATION OF THE AT CONIRACT. SHALL HAS BECOME STABILE MD MATURE
<br />/� "C / /.� / i / 'P /� •, \ }A, ��` 1 ��,+ SLOPES BE A SMOOTH GLADE OR A CCNPACTED SURFACE.
<br />� ` //' `� ;.\`A` C"1�'�`t1!�).M EXISTING
<br />.` / / /eS •,:'S ' ! �� `�- WETLAND
<br />i/� j / ::_—::Ti_ — / \\ �\ % '' /� \ \\ :� �� `' 400 �1�rL�, — EROSION CONTROL NOTES: '-- }
<br />/(! / /��� // -Mj / / ' .•' `, '� \ \ 8 / \ -. I \\ \\�s 1 N \-�i \ ,a�`{ 1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND
<br />> \•`'/ / /� • %� / // ' \\ \ ' J/ `,` \ ♦ i ' \ "°I t �47♦ 4741 EROSION O CONTROL ER MEASURES THAT MAY BE DRAw1NGS
<br />NECESSARY TO PREVENT SEDIMENTATION AND EROSION
<br />' T \ ,\ * T/ �� \ ` ti,
<br />I / �/� `/ `t` it \ • ► CAUSED BY CONSTRUCTION ACTIVITIES W ACCORDANCE TO
<br />RYFi1 Sm.
<br />limo Na MN
<br />CONSULTANT:
<br />OWNER:
<br />- ��•�_�A�A�i�G�
<br />/q.� - .\
<br />r/• •' // / //- 0) TG-S FORE r A \ l `! N�.���'�, : �4'A4 V � �� ( THE CITY ORDINANCE
<br />A
<br />t \
<br />■ \ f "`\� �d��� �1�,
<br />/� // / /� / J, / / \ 1 YAINTAINING�THETSEDINENTATKINSAND
<br />LEGACY
<br />HOLDINGS
<br />LL.., LLC.
<br />` 1`�� (1
<br />/ { I EROSON CONTROL
<br />/ ! yyuLKE �� ` \ �� 4t�P ►i I
<br />/ / �' \ �`, i. ■0 s roses 'It1L`� iS t SYSTEMS THROUGHOUT 1HE DURATION OF THE CONTRACT.
<br />�-- / \ ,`` `'f \ % �,'�� 1 - �- ■�' � �. �� ��'Pfgt } -„ a AS THIS MAINTENANCE SHALL INCLUDE CLEANING AND /OR
<br />THAT HAVE OR NO
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<br />1 C440,A, � 1 SfllCE (IYP.) LONGER FUNCTIONAL BY THE
<br />+n _ - .� P
<br />�P'� - -- I POT y001 ` (1 ENGITEERA3ILAOSCAPE ARCHITECT.
<br />?i N' Za►'I I i 3. CCNTRACTOR SHALL INSPECT MONTHLY AND AFTER EACH
<br />4 *$ LA STORM EVENT AND REPAIR AS NECESSARY ALL EROSON
<br />t.tm WELLS rrAm wuw
<br />nm nucs AVENUE Bann
<br />NOOMINGON, NN 55131
<br />NS Mat=
<br />�`(�`�
<br />i5 1 i ii 0it F11II� +4 CONTRO WNTAS ESSYTO ENSURE TIE INTEGRITY OF THE
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<br />! o _,A YL �IJ BLANKET a 4. CONTRACTOR SHALL BE RESPONSBLE FOR REMOVAL
<br />`a r
<br />.c , -•t !��' /4 t � d8 \ �� M' " ) AND SATISFACTORY DISPOSAL OF ALL EROSON CONTROL
<br />lit s
<br />\ �M .. I� ► vd �r AO r STRUCTURES UPON COMPLETION OF ALL NVRK AND SOIL
<br />- tI 1 - - •'iA ►y ►STABIUZAnON AS gRECIm BY 751E ENGNEER.
<br />a - i. IN I�� 4.1 { 7 AND INSTALL APPROXIUATELY 30 LF. OF SILT
<br />— _ � - �4gR pN S FORMER
<br />1� IfL -- �` �+ 1 i FENCE PERPENOIULAR ro NE OUTLET EACH STORK
<br />�• - I I 1 j ,Olt - 1 OW 1 DRAIN PIPE TO CONTROL AND MINIMIZE SEDIMENT RUNOFF.
<br />\ - \',1 U Il p' .i s I I __ _. 7. SEDIMENT FENCES SHALL BE CLEANED AT THE
<br />1. i `,' ,• , if A410 CONTRACTOR WHEN THE FENCE BECOMES 1/3 MAXIMUM
<br />k'\ ` A 1 4'0.0{ i OBSERVATION OF THE LANDSCAPE ARCHITECT, CITY, qi
<br />jj ?II
<br />I �[ { 4' ..r
<br />PROJECT:
<br />LEGACY
<br />TOWNHOMES
<br />LEGACY
<br />AT
<br />WOODS
<br />EDGE
<br />MINNESOTA
<br />LAND IANTS
<br />MINNESOTA
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<br />�`,#� -�• - I ' ', �� `?
<br />SYO ELEVATION INTERVAL
<br />E CONTOUR
<br />ELEVATION INTERVAL
<br />+ 422.0 SPOT GRADE ELEVATION
<br />SILT FENCE
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<br />I I BLANI�T 7W. V''dt
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<br />ALL IN STMRWAYS
<br />HEIGHT. EF BUILDING STOOPS NDI G EITHER 6' OR
<br />36' IN HEIGHT. DEPENDING ON SURROUNDING GRADES
<br />ADDITIONAL STEPS MAY BE RELINED AT THE CONNECTION
<br />TO SIDEWALKS. FINAL STAIRWAY DETERMINATIONS NLL BE
<br />GIVEN ON CONSTRUCTION PLANS
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<br />REV. THIS SHEEP
<br />ONO REV. THIS SHEET
<br />SHEETTM_E:
<br />PRELIMINARY
<br />GRADING &
<br />EROSION
<br />CONTROL PLAN
<br />i1
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<br />1 1� \
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