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2002 Westwood Professional Services, IncI
<br /> Call 4-8 Hours before digging
<br /> GENERAL GRADING & DRAINAGE NOTES, / - H----1
<br /> GOPHER STATE ONE CALL
<br /> • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER / - \ Twin City Area 651-454-0002
<br /> GRADES UNLESS OTHERWISE NOTED _�'- - - _ — — Mn Toll Free 1-800-252-1166
<br /> • REFER TO THE SITE PLAN/RECORD PLAT FCR MOST CURRENT 11
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<br /> HORIZONTAL SITE DIMENSIONS AND LAYOUT /• Il �����JI J EI 1\ '�_ 1f 1 / ^i
<br /> • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING /• / /• 1111,,F-:-./::-,---- ------, ' �' rn 1 ; a ��y_,-_--Y A I-I I \ i,/ - '-787TH:A E �' �, t' / a �pUTILITIES AND LOPOCRAPHICAL FEATURES WITH THE OWNERS AND FlELD-VERIFY � // �-,+�- Iam.......,.. � � - = \ � /--I! kin .'`� \PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE -2•% / / 'J,� IIiT' \ ' �'"•,' �- 1 --•"r , C-� / 1' "I'I �/ L. `
<br /> ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN �O/,' / / ,,,r,,/,,,, -/ y/ :/, r OM1\a�' \� I v'. I�`4-1 I �� I ',, __1�•w. - y'/ �` 11` i
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<br /> ALL RCP FOP STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTES '///// D / L/'/1� 4` LO 1,/ L. I.`�. J ;,..0; I )'1 _`Po `: I/1 .:y —•,•— — r / 1� FEMA FLOOD PLAIN LINE
<br /> • ALL CATCH BASINS AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED I �rj/ /, / r >+- na o ..o `� o. ��"1- I •.� �,. n. y •i �" - ^�� 1 o V 17 \
<br /> 010 FEET. RIM ELEVATIONS ON PLANS REFLECT NE SUMPED ELEVATIONS / I , `\� 'o� '•o n --`i :` I. ~ i r \ ,
<br /> / a/ �� f`y'} 1 C� 'L; e �:���►r, �'s�tITH c cLE, '" \ Ii .r =rt-� .
<br /> • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES �/ _p`�/ / / `-/•_ \--' F -r,-;;--- -/ `.� -T-� ,..I• _ / // - '\ . _
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<br /> • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES / / ,w ?"�\, \ �f]'�' �� _� - �� I -�� i.i1.," 9p �'�- `r�--,a — ��' , '� - T" / \ \, ` -
<br /> EROSION CONTROL NOTES: / / d \ f� -,T.. .2/o �• — •
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<br /> • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE '''y > N 'R "••' /
<br /> PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL - pair(-\p��\ /- . L��\T�' is{RANO ; - 11. G li •( • `� - a / �/ /, / _
<br /> VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED EXISTING SILT FENCE . \
<br /> ON-5TE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED / /r 1 5 1
<br /> INCIDENTAL TO THE GRADING CONTRACT IT IS OF EXTREME IMPORTANCE TO BE // -• /� ••Y� -� r I� �,�_ , /
<br /> AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL /� U / _' I _ \� t
<br /> TEMPORARY PONDING,DIKES,HAY BALES,ETC.,REQUIRED BY THE CITY SHALL BE / \. POND 6 (EXISTING '�'' I j: �� 4,` _"16 '/ / '
<br /> INCIDENTAL TO THE GRADING CONTRACT / - - N \\ NWL=906 0 ) ' / I ^� "/'
<br /> /' 9'- -v _ �\ I 1 \� \ HWL 100 YR=909.2 ' _ 1
<br /> • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT NE ENO / �. 1 - r I - '45 \\ �' '_ J '�._/ ,e- ' \V f� I 2 1
<br /> OF EACH WORKING DAY A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ,s _ �/ -
<br /> ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBUC STREETS G } �N \ - . ,
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<br /> 1 \ POND 919E/0(21701N-oil,: 7 •tit — - •' -- -' ',::,!/,, _ 1 T ! . hA • --131 ,• i3,127SF - ' --•"-----1-1--,":-•:
<br /> ---•/.1 /,f, `I i - "//�/�/�/ _ WE71 AND t HV>L Nt0 YR903 3 '1i 'lWETLAND FlLL `� --- -'`,\� _ • - / ' \i POND 71(FXISTING) ( _
<br /> \' c" - -• _ NV&=8990 �ij' REMOVff%CUWrERT. \ \ 7)\- (411111141.114111.3_1111111111111*.k _ f „ r % ( ,1 NWL-97.0- I 1,122SF •,,t f � ` c Y \ ' PO 700 YR-9p7.
<br /> '�'��/7 ,// - _ HWL 100 YR=903 3WETLANDFILL �1 yyy������""��_i�l� REGRADE TO ��do OI�j , �' „ \ \ / \ �',< ` \ i ; M s` CONNECT WETLANDS I ( .1 / I {11 / _ \\�c� '', i 4-L--;
<br /> / �/_ '� REMOVE CULVERT, i+lAgp�i�,:,_ \ / ' 1 (,>I r 4,° 4 \• REGRADE TO 4 \ �S �, • J . 3 z // - t „\ \ CONNECT WESthND6 _ t \�y,?\ \ \ I• 'e�_I_I ��.11'- 41g- r- �t 1 �'•• i \\ \� • � ' �_
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<br /> \. EXISTING TREE \ �\ 1`�*' ,\ .\ I �y !�y
<br /> i 7 ��' \\ \ \\. • 1 11 - LINE (TYP) � - �.ifil l' , .�5. `�'j 1�„Tj i Dip 1 ' ;\ \- / / r
<br /> j. I \ POND 1Q , / l l R is C1) •, a\. \ / . J l \
<br /> 1 1 \_ \ NWL=9010 ,/ / 1 rVIIII"�� 2 r•I �- N ,JO / � N1 P� _ m f
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<br /> 1 �1 I �. HWL 100 YR=9033,/ / -I 11 I *Pitt \- .2• r / c .// 1 Nr A :P. / y- k,\ \- \' yl• i �'IOW I��/ // 1 \1 1 -`_ \ \ / / I t RETAINING ` \\\...� \ i / '=04905 /J�i 11 wEnaND F 1` WALL(TYP.) '»; , ., .J�'22 ��4:, • wrnAND , ,i •C�/ -. _
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<br /> /f^ .�� _ 4 . l .1t2 y i 3 , 4., „. ' ° �-%-:' r• �`�----- ' ' as - , i ✓�/ 1-_\I \ \\Z 111,+ � V � r. 41'2;,3') / •
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<br /> 360 SF 1 / / p� / WETLAND f ,1 ti'1 G //
<br /> / - WETLAND FILL 1 li - ��/��1 --J 7 �,5� k.„-
<br /> :T.//� SILT FENCE (TYP) ;S's,ma" t / i -` _: l Ji ; r=�/� - _ l 1I1:::
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<br /> //i l�7,1 / NFnAND -\ ,---,/,/ , //( 1 '�l / ���� • 37 62 TR�y�IT BROOD
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<br /> , \ \ WETLAND '/ t 1_ I(' TR BRQ,��( FARMJ 9 7\/I• ' @.iN4, _ 1 11' E i 1 / I LOT 80N o` d `�,?/ MITIGATION \ / / / ` + 1 / RB AL/DO, . - _ 'Chi �L' /, / OAR .f f . ` •1 ` ' I ` .� `� ii't \ LIMITS - �� ,\ j /�� �\ CJ �\ ( � 72/; �- V \ 5 //���, 29 /161'
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<br /> �i a+a� 4.615 S.F. \ I ��
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<br /> t /� \\ A 1EXTRASTRENGTHFlLTEN FABRIC I ` '- \�y `O� :V':.,,,,`',.:,...?.1:N.:N/,Nir:).../..,,,;\C--5„)
<br /> WETLAND TWE4ADDw10.EMESHBACKINGA -- J �1 �/ I MITIGATION , _"Okiiiv
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<br /> ¢1 1 ,p ' v/ POND11 I� srE¢oR /_� �`1'�,. 1 -'�` f:.� `'�• ///�-� ) / NW=900 5) / wooD Posy _� D 45Pc.
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<br /> HWL 700 YR 9033 -'/ �� c
<br /> .�_�'•••�.e�••TT+ � �s`.�_ 1 I , `,�, ' / �/ I }� //`-`fr��, / �'...-n•Tiel0'- MOTAx.QAaNG vATH 441 . /"• Y� • _.....--,7\-\:\, • •♦ - �./A t L// .I I I I !' wIRE SUPPORT FENCE
<br /> ...-.-.1„.. • •'�• -__ _ _ o.Y�1. , •` i'-0'MAX SPACING'MTHIXIT
<br /> 1- `\ �`• � •�•� �� .• � // - b 1, O/ 'MBE SUPPOlT iFNCE yti'h�.,11111JSp'
<br /> o • , M+•• / PONDING HOGNT i•MA% >/i''���jy' M'tr
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<br /> I _ 't_ i \ / - - :LIER FABRIC. RECONMFNOEa ��A 1i• '.L`- �NII _� - _ _ - \ ` � STORAGE HEIGHT .•�• i�_�'��•LOT CORNER ELEVATIONTTACH sEaRE1r '��� c�•�.�•�,�:i+ '\ I _ N£ AND I 11 I - ` APPROXIMATE STEEL OR0 UPSTREAMSIDE OF • �..a•• 1,..1.1. '•�1;----Effi
<br /> ONDING MDONT �'=t1�_- i, \ m + 1 i LIMITS OF °' LOT NUMBERMaoD Posr / 'Yo'�t•,- I TREES TO 3i-HICKMAXNOFF POST. RUNOT 12•MINIMU .••j11 la' • lae �' .I- REMAIN (TYP.) ffDRAINAGE ARROW -y.l'
<br /> N �i;�;.Io `I1 / WETLAND 916 0 WALKOUT/LOOKOUT GRADE12•MIN,1, / 1'- WASH°ROCKI� 11 1�� MITIGATION 2,700 SF -i— r 12-MINo ELEVATION (IF APPLICABLE) 4-s mwcH •I j\ ' U 1- 1 / LIMITS (TYP) WETLAND FILL WO ® M+TH COMPACT° LIR.II1 1 e !MOT 1 GRAVEL
<br /> -. __ I - 111,---'-------------,1 "_ _\__ - - I. _ \. \ _ 924 D STANDARD DETAIL GED
<br /> 76,209 S.F
<br /> r �i1i- � / MINIMUM BASEMENT FLOOR TRENCH NTH NATIVE DACKFlLL ALTERNATE DETAIL
<br /> 1 - I -"'1 1� WETLAND `� ELEVATION TRENCH MN GRAVEL
<br /> 111I III I / 1 / MITIGATION FRONT GRADE ELEVATION NOTE'1 INSPECT AND REPAIR FENCE AFTER EACH
<br /> ,
<br /> STORM EVENAND REMOVE SEDIMENT
<br /> MIEN NOTE
<br /> NECESSARY ROCK CONSIRUCRON TRANGE SHOUID BE ROCK CONSTRUCTION
<br /> EN
<br /> DRIVEWAY A MINIMUM HEIGHT OF 1,0'AND CONTAIN
<br /> LSGHND R = RAMBLER. GRADED FOR 8.0' OF DIFFERENCE FROM THE 2. BEYOND SEDIMENT SMALL BE DEPOSITED MAXIMUM SIDE SLOPES OF 4:1 ENTRANCE
<br /> TO AN AREA THAT INOT CONTRIBUTE
<br /> AN
<br /> BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVATION SEDIMENT OFF-SITE MND CAN BE MUM.
<br /> AT GARAGE. PERMANENTLY sTARIUZED.
<br /> WETLAND FILL - DENOTES EXISTING STORM SEWER 2 SILT FENCE SHALL BE PLACED ON ROPELAMM
<br /> •---N►-11 DENOTES PROPOSED STORM SEWER _, LO, SLO =FULL BASEMENT LOOKOUT, SIDE LOOKOUT, CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
<br /> GRADED FOR 5.0' OF DIFFERENCE FROM THE LOOKOUT GRADE
<br /> WETLAND REPLACEMENT DENOTES EXISTING TREE LINE ELEVATION TO FRONT GRADE ELEVATION AT GARAGE.
<br /> (Wetland Creation; New Wetland Credit) DENOTES APPROXIMATE TREE
<br /> DENOTES SOIL BORING REMOVAL LIMITS WO =FULL BASEMENT WALKOUT. GRADED FOR 8.0' OF SILT FENCE -
<br /> DIFFERENCE FROM THE BASEMENT FLOOR ELEVATION TO
<br /> DENOTES SILT FENCE •0563 DENOTES EXISTING SPOT ELEVATION FRONT GRADE ELEVATION AT GARAGE.
<br /> DENOTES HEAVY DUTY SILT FENCE .. DENOTES PROPOSED SPOT ELEVATION - - —
<br /> �•� DENOTES BALE CHECKS AROUND 0" 100' 200' 300'
<br /> DENOTES EXISTING CONTOURS 1 1
<br /> - 980 DENOTES PROPOSED CONTOURS EOF CATCH BASINS TYPICAL LOT NOT FOR CONSTRUCTION LATEST REVISIONS200110DATE:
<br /> EOF DENOTES EMERGENCY OVERFLOW B-s 20011092 20011092GDP1 DWG
<br /> 41)
<br /> ELEVATION Dee 03/22/02 Sheer 4 OF 7
<br /> ®��'ERECEIVED Marshes Of OLIO Amendment
<br /> 302, IAa ,..at,W1 e4 r�...rna •e.—.r
<br /> IlririA4kflarleD
<br /> ��..// r1.n.p.u�.rwlI...ay ue.M NannwEONAI. R"W�` ,y >IVaPrepared for.wTsrm•Nc Ne4,,.4 Mx SYR•AOAa..1•
<br /> Dnve (^, (//� �•` �H D.R• 12t9iteInc. Trott Brook FarmsPhoe 9571937-5150 FaK 96L937-SE22 rond. 22/0860 Ke100 Drainage p[ Erosion
<br /> o,� 03/22/02 N. 17716 _- Recent°e•"d`�'/�` Lakeville,Minnesota 55044 13117 Riva,Minnesota
<br /> _ Control Pan
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