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02001 Westwood Professional Services. Inc.
<br /> Call 48 Hours before digging.
<br /> GOPHER STATE ONE CALL
<br /> Twin City Area 651-454-0002
<br /> LOT CORNER ELEVATION
<br /> Mn. Toll Free 1-800-252-1166
<br /> • F•
<br /> I
<br /> 22 t LOT NUMBER
<br /> DRAINAGE ARROW
<br /> 916 0 WALKOUT/LOOKOUT CABLE 'GE /
<br /> -• s\‘‘`'.:
<br /> N ELEVATION (IF APPLICABLE) 06•
<br /> •
<br /> �- c I I Ti - :Irii
<br /> • - iii
<br /> MINIMUM BASEMENT FLOOR'^ ^' \ = \ ELEVATIONl��a0`�II If\ •"•i '�I14Ik1 /` �� " �� cuTuT LL 's I\ \\ /' r ,,-'
<br /> NIIIIII
<br /> FRONT GRADE ELEVATION 'L."�..•:L �i`I`�� UM
<br /> 1 _ - �/��i.a ao Ye.HNl-eBaeL.. .4,44:::"� L s
<br /> c• il�: _ �•�t191t DRIVEWAY a wA. 7�..:�•.v:�.-itt
<br /> NI11'Firfli ' ' \' !h: ' -1 \' - - ,- A`I R R M / `���i �i��:•L�;'!.•���{� i�'1.1.►.i��-_r_pp•C�=.5i�l.. t I`,'� ,\� t R'., - A BIER. GRADED FOR 8.0' OF DIFFERENCE FROM TIRE �blip JJ��A�✓��\ '''''''
<br /> '1I Ir.�-!•'_ VI►ice - - �.•_�L1u:2.ir�. BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVATION ►`-1/-Al'it;t4 ;114)41-
<br /> IY17_.e::. LILT q 11:/ .d\/►�.\\,\ I ; yTi a9 pp --5/ - AT GARAGE. ` !��/i•� 1':1I 1 dill
<br /> y•ifiiir _ _ ___�1 i ill 1 i�L IUS "• .■� �tl_ /` o;;�.— / 1Y MINIMU, �riil 7•:nl.
<br /> ,. nm■111154O- ql•+•-�tli�1/ 11� * IALLIR1Ll11LA 1 T. - "/imi! ra' FBLO, SILO=FULL BASEMENT LOOKOUT, SIDE LOOKOUT, / 1•- WASHED ROCK "L-i,Fe••
<br /> 11H1%.C.' ;-••w
<br /> •`.I , 1►% ;�� " _ T�� `�\\\��r�\\�1\ !! jjijii
<br /> ��(y��+� �' !! r 5 ( GRADED FOR 50. OF DIFFERENCE FROM THE LOOKOUT GRADE`r. ,`JI�I i\\Y71@1\\► '!,!' iVZ
<br /> F •\7 1 V1i\'I1N\L1\ ,\ •i ',q6g\jl�� •gDS�9��'I' \ '96 Si Be ILIYi■61111 ;'I `� li Ildlin / ! DIFFERENCELLFROM THETBASEMENT FLT. OOR ELEVATION 0
<br /> 1 , � 91 .��. SX'� 990i99A ie3 ,/IIrlFllaq' 1+,.'..• \ t / yJ..._
<br /> 1i►. ; o- 9D.].B e. e r R J / FRONT GRADE ELEVATION AT GARAGE.
<br /> ` 1 4't;0;
<br /> �\ �`, ` '� 111tl�7L171 ! lot /r / �\ 6`� gD11%114 3�gDS IAf '111i,\'Li `p �` Cir I;i ���I- 1.'L\11\71L11 r •�g6DS, \ �'I\�r;�►�'Y ' S. •1"//
<br /> TYPICAL LOT
<br /> C�k�A d Deb 1 i7►t.I� -� ,, t ovr / I II0464.,
<br /> - ! NOTE:
<br /> 11111f1LHI �����► 0T 9 10T 9 9s 3- ` ata . A ' / i f ROCK CONSTRUCTION
<br /> ROCK CONSTRUCTION ENTRANCE SHOULD BE
<br /> I -' ``,Q'9 '` `\ a 99 3,!!. 1, 0 , �.ir`\ `.\ I ENTRANCE
<br /> �;,>_ -;� ��• ��. > t A MINIMUM HEIGHT OF 7.0' AND CONTAIN
<br /> ` ^ ��•a\ •,`� t ii.' •'�,/`� , J �• /tib 1 1�. APPROX. LIMITS OF? EXTRA STRENGTH FILTER FABRIC MAXIMUM SIDE SLOPES OF 4:1.
<br /> I �. rp��_: ,�'�"� \W'-�'f�• % ;WOA>:, r 4'/ X. TREES TO c, TYPE II - ADD HARE MESH BACKING
<br /> .1,/,';
<br /> i = qeo`�o���\ i1 a A ? `1 ;i1,, ,j, _ MAIN 1TM�,/ TYPE III - AOD`IRE BALES
<br /> i _
<br /> W4 i � I, 0 `` a� A/ ..4.,/ -,:::::_......:___1",,,,
<br /> ( \.`- --, SPEEII OR-
<br /> WOOD
<br /> R ANO HAY �i�F�
<br /> I � ' `'� /6•`�� •
<br /> .I�^ ,= 'v� r \ `•/I�,, .',// ,,,,„:„t \ `--- �./ -- ‘,C._11‘.‘1:1--------__,_---._.2"`\
<br /> ?1 ` I WOOD POST I F
<br /> W' \A111412-,;;*.,111k/ri ,- SID;zj•• /`"1 . --.-% 1 -__ —` \: -- !.I' nom 7LEGffi�IDa „� . z' ?s. a° � Wb \ T _ - {Y- 7,,,,..:-_-:.7..1.,-,-...,%X. - :��R`� , l:�^7 • ` C, � ' n: _ \ ^I- y ,, .:I;, -o;e 10'-0'MA%. SPACING WITH
<br /> D ,•0 9b .„ -�\ •v 'C•,/ �l \' I -•.. =\��.a,; -tom WIRE SUPPORT FENCE STORMWATER PONDING
<br /> --y-9e- dt' 9 � 1�/ � •. ;\ �' - 1 I '� \ 'c` 6•-0•MAX SPACING WITHOUT
<br /> •1411,4.‘15
<br /> ye P,�9ea�< � \��'i' \ y , % „,_,"1,,
<br /> (PUBUC VALUE CREDIT)
<br /> ' I �` )7� / e� �,� _ I TREE PROTE610' t I (,` .} \ `3- \ •"__ `IRE SUPPORT FENCE,.. (,� ` ���•� ` '�4, / \ FENCE (T'/P) t ,,\ \ v\\ ; iWW"111 0H 'i.- ' // 5��:%1� 1M) .tom�, - ! i �'\ `\ \) �1 '• -' ! \ _ `. PONDING HEIGHT R9*MAX ECOMMENDED ............ WETLAND FILL
<br /> 1 /��d fl' r i STORAGE HEIGHT/ r `�A >\ E' 1 - I;r \ / FILTERFABRIC, WETLAND REPLACEMENT
<br /> WefibndJ ♦♦♦ 1L ' / •�"-'-� - \`\ ATTACH SECURELY (Wetland Creation; New Wetland Credit)
<br /> % �A. `� / g�' i'/i- �(t' �' \ STEEL OR TO UPSTREAM
<br /> • I 11/ - - 5._ `,' f1�771 �Q o,,, � /' i '� \ \\ :I ` 36•HIGH MAX 510E OF POST r - " REGRADED WETLAND BUFFER AREAS SHALL
<br /> BE'.,t N k' 4 aE1lAIHD nu_ �) r ,, \ ` t ;'D
<br /> ' ,.,IE. `ms. LOT 32_-- - ' ', / -' A
<br /> y W000 POST RUNOFF RUNOFF MODIFIED, A NAD TO TIVE MN/DOT
<br /> ASS WILDMIFLOWER
<br /> ' ,, /••F / - _�41r4.6.\
<br /> � \ Yr-511„T F" .J�I t -/ , 'ill \ \.\W \^ _---- -'iT SEED MIX DEVELOPED FOR PRAIRIE REGIONS
<br /> `,'I ,'•� t •,�_ %••\ �-%;(EYP_}- i \ '-'r.; \ `i,• T 12• MIN. $ DENOTES SOIL BORING
<br /> 3 F��, \•`'� %:.- �- •w+• �' \ ' • !) L-v 4•.6' TRENCH 12”MIN .�..�1�. DENOTES SILT FENCE
<br /> I•If ' i, •��_`*t 'C-'�';.',-' - \`\^" .;.i,
<br /> I', I WITH COMPACTED 1_\, 8' DENOTES HEAVY DUTY SILT FENCE
<br /> I , ,I , `�,,,�• :: ,4 Jr \ .\�'`\ ( `EX X. LIMITS OF BACKFILL
<br /> R= I 1� � `�;• .moi'%", , �j \ \ � ` \ \ I• EX. TREES(TYP,) GRAVEL R. vs DENOTES TREE PROTECTION FENCE
<br /> ( - / 1.1;o-44.4.y41,,,.,, ,. ..„;/-
<br /> A.
<br /> /►��I41 L.An -\ 3 i -3-KI
<br /> o .!�� ``• t .P,:_.__
<br /> ^/ �' .1 a _ \\, STANDARD DETAIL DENOTES EXISTING CONTOURS
<br /> 11' �;fl y,r4 V � 'j' •�cr ` ;� �' • ,/ •,/" _ • '�i Z l,,\ TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL e
<br /> ��' �- _ .-�,`=.-_/ /.• I / \ TRENCH WITH GRAVEL l- —� DENOTES PROPOSED CONTOURS
<br /> •••r'llti ( -•� DENOTES EXISTING STORM SEWER
<br /> 1, A�10
<br /> �. '�� ,`:. \ S ;�n ! /- NOTE:
<br /> I' .�11��/ `• r`�'y '"iy t �� a-• - //i \ tl S f F-•►--1 DENOTES PROPOSED STORM SEWER
<br /> 1' ' \y ' - - _"-----.17-- " ''':--n--,,,,..\,.\\-,` \ "..,,T.',„:1:,..'
<br /> ' ( _ • 1. INSPECT AND REPAIR FENCE AFTER EACH
<br /> {' /{ Ay •.A� ^ d\-•�'• y �a�'"i `%f 1( ("'------•
<br /> = �- \ j ,' c STORM EVENT AND REMOVE SEDIMENT MIEN DENOTES EXISTING TREE UNE
<br /> i I * ,,:.:2',1„.
<br /> Yr t t' A\ I �' / `L\ `~•\....._-_.___--_---
<br /> . _..-/-----7..,
<br /> / - i i Ji , ` NECESSARY. !'YYYYYI
<br /> -\ DENOTES APPROXIMATE TREE
<br /> 'T��, I 1 �r( �/ 1 \_- / , 1 /,,.........,....}'
<br /> i•--.�JREMOVAL UNITS
<br /> ? '1,1 1 i 16 '•C` �. 6'- ` i !'-•�� / • -- --' 1 W
<br /> i' I I o�� '" G t` '3� r._.'�z-_---.... `\� ! 'i 2. REMOVED SEDIMENT SHALL BE DEPOSITED .We 3 DENOTES EXISTING SPOT ELEVATION
<br /> s lt' \ , f t I , r- ` �' /'�\ TO AN AREA THAT WILL NOT CONTRIBUTE
<br /> !!lip'• SEDIMENT OFF-SITE AND CAN BE
<br /> • %I1 I ` '‘I, 1y' � 4• - .fir` A /��� '^I 1 i `—.1/7,----_=,---7,'N:1'--.-------1—::-.
<br /> v --` ,` --r-�. J / % 1 i `-g DENOTES PROPOSED SPOT ELEVATION
<br /> \ / /"` CATCH BASINS CHECKS AROUND
<br /> ' r, f ie+�r� ��`" �\ - I r• t °) .,,f •-�. -�\ / � PERMANENTLY STABILIZED. A-.
<br /> o lit 1 .1 .!!� 'oma• ...4,,.._.---____,„0-,,,-- Ai\.-, ; I l , If;.r , \,\\��'', \ ", 1 ( i 0-
<br /> !I v ` I / + e. �\4 '.� `I i \\\ y \„,', I ) I 3- SILT FENCE SHALL BE PLACED ON SLOPE DENOTES EMERGENCY OVERFLOW
<br /> IW .I I ! �� .�,. \ i CONTOURS TO MAXIMI P EO.F.
<br /> cc- MAXIMIZE PONDING EFFICIENCY.,� `j I :Yi I1 Off/ r1 �� �rr.�"� •��,, \ i i I J E CIENCY. ELEVATION
<br /> T' , catligirt4trit• Ilk ,�.,\ !'SIA , y mew 1� i •►� 1e• .-�� i `f t7,1
<br /> u I I I+ !' ��.;•it `` �`% ?�`�/.-yr 1 w '`�� 1: /� b i`SSILT FENCE
<br /> E 7 •^\\ ,,' ,,• , ,. 1 � ! i""• /' ''- 7-i f ,,�R? 1 926! 4 �j� �I�� '• ' r /• Ia C • r 32 ,,�� _7,, a r C'..�r. a.! — _4 _ - —�'I . •u..-_Aye 1I�Itbll uattt'i� 1!i \N',,\\\�� ;•
<br /> N , ;; ' . 1 I y I ��a� j*�� I. t``;..111'D9iNi J , . `,,,,.�.,.. \ GENERAL GRADING do DRAINAGE NOTES: EROSION CONTROL NOTES: X
<br /> o / • ,-,:-. .- :t.......,,,,4-;',•: -- C\� W\ ::',..;.2,,,,,,,,, v • ALL CONTOURS ANSI SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE GUTTER • AU.SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE
<br /> t;- ` GRADES UNLESS OTIIERWiSE NOTED. PRIOR TO ANY EXCAVATION/CONSTRUCTION ON ANO SHALL BE MAINTAINED UNTILFENCE c I ' 1 �. ;\W\ 1 i�,c I ` \'‘` ..-9.-:',',\,...\, ... 4 t:!�r,V i/ r, ',(�` - i i �\-� NABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FE
<br /> s:,\,
<br /> \ \. ` .7• f�i \ �i ` ' REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT ON-SITE SHALL BE MAINTAINED AND CR REMOVED AND SHALL BE CONSIDERED
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<br /> -_CSI_ � ,iI \\\ri.v i\\, \��.\1\ \t I `�>, �\ t i I.
<br /> ` /1--'- \ i`V\
<br /> 1 "i ,\.} :\ �\7 ` .,'\ : (1 \-- '/• hr;, /� / \v ,�p/ , , c • HORIZONTAL SITE DIMENSIONS AND LAYOUT. INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE
<br /> N I I i "'` , \::\W ,,1\,,c , / I._� .\ , '`\ j i , 1 I ( (r,, I •. 1_' v. i\:,
<br /> ! l ��`� ,_ ('' a ',,(, / , \ 1�• \,W „....,:i/ //"-\,' AWARE OF PONOIN FIELD HAYCONDITIONS WITH RESPECT TO EROSION SHA
<br /> 1 ' ' �\ \l `\ `'\`\\s� ,iT:, J'lit`.\ '-`// /j '�I i{ I j,'! ('r' p`tW•:.1.t tj i �/ \.G. • THE CONTRACTOR STALL VERIFY THE LOCATION AND ELEVATION OF EXISTING TEMPORARY PONDING DIKES,HAY BALES,ETC..REQUIRED BY THE OTT SHALL BE
<br /> t t `\ W�'. �\\.\:: }--✓ I �- / \';' _.i , ,,- T I :i i<r`..`,11 r( \",l l�"off \ .\,`,A's�i t ``�
<br /> \,\,,. _ _ / � r- �� t} U11U11ES ANO TOPOGRAPHICAL FEATURESAWW1 THE OWNERSDIAND FIELD-VERIFY INCIDENTAL TO THE GRADING CONTRACT.
<br /> m 1 \ \ , / /s' ` //!\; `• �?3=„ I ; I ; l \„-'+i!tm\`?;:17,4';‘i ' \Y ii` i I tr t./".7:-':�`_�__-• j 1 PRIOR TO CONSTRUCTION. INC CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
<br /> >i
<br /> I \`\``-\ `-!✓> .:Y' / / , .`. 1I\T1 , _ ENGINEER OF ANY DISCREPANCIES CR VARIATIONS FROM PLAN. • ALL STREETS DIS URBEp DURING WORKING HOURS MUST BE CLEANED AT THE ENO
<br /> E OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
<br /> u • ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.
<br /> • ALL CATCH BASINS ANO MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED
<br /> 0 0.10 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS.
<br /> RJ • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. I
<br /> II • POSITIVE DRAINAGE FROM THE STE MUST BE PROVIDED AT ALL TIMES. •
<br /> 0• 100' 200• 300'
<br /> NOT FOR CONSTRUCTION
<br /> NI I P-10 20011101 200111010011 DWG
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<br /> S•T•C•/ or. 2101 Shameor
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<br /> Fischer
<br /> .941114=1
<br /> � "� `917--,r
<br /> �" Shade Tree Construction
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<br /> .Westwood Professional Services,Inc. o . n LG+�iBdiltg, Drainage Sc
<br /> 7599 Anagram Dnve //////���� �/ '�
<br /> Erosion Control Plan
<br /> Eden hame,MN 653M V/l F ._ we.4
<br /> MOH Phony.9521937-5150 fax:952/937-5822 rrAnde PPP...FLIrn,II 1Beth Ulysses St NE
<br /> o 12/21/01 Rrr N. 17716 Roomy/12.•-1•e by/A•1• Hut Bethel,Minnesota 55011 Elk Rive,Minnesota
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