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02001 Westwood Professional Services, Inc. Call 48 Hours before digging:
<br /> / GOPHER STATE ONE CALL
<br /> // �� 1 /\ /\ ) L _, ? 1 } L — ' I \ / Twin City Area 651-454-0002
<br /> n / ��� -.� L J — I / Mn. Toll Free 1-800-252-1166
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<br /> � \ /, ` "�- S , — — I i / i ,o v: LOT CORNER ELEVATION
<br /> i.•0 `�\\\ '� )S 1 Q// /'Or�b \,���o'; .a �l �T la / � I / �' rte' 22 al LOT NUMBER
<br /> `• I \ / / , � � • — — f`� _ .,� .�� •1' � / I / i t DRAINAGE ARROW /
<br /> rn l' . 1- /- / ■ — — 1; 9160 WALKOUT/LOOKOUT GRADE GE•
<br /> r� , - \✓ / 1 _ —,�;� _,T �, {1 - ELEVATION IF APPLICABLE F'
<br /> �' 2\ / / ! /( ,� o `� .F--< `1�,\ III _� /�/ ( ) SJR
<br /> V / �+ \ \ •/ // I 1 I I\,` /I ,lI % ���' I l , \i \\` - I^`I-I '1 ` W� 916 D N p.0
<br /> fig,"" ���`� / / ,I� I / I IjI ) 1 l '• /* . ��+ 9.4 0` ��_MINIMUM BASEMENT FLOOR
<br /> � \ \"� lll1I ` I I r ELEVATION ��44'w- 50/ L
<br /> ^ ` �� ---,,,._---_LI l' ' jl I IH 'r ), I _j\ , j pi \ FRONT GRADE ELEVATION ���.14�8�:,•.� /MU
<br /> DRIVEWAY .�. .e•e .��
<br /> \ \ • It\\ �__ � ;c.^a, �� _�ya--Ga—�a�-_�_ yr R = RAMBLER- GRADED FOR 8 0'OF DIFFERENCE FROM THE � `•�I��� ��� ��A a��
<br /> '_ �.�w-a r^^- _.-..L==- �'�" -5� / );_ i� BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVATION ►`�1r �'�?�A :•i�1��
<br /> � \ = ( =� -•- -��` ---------'7,---:-'/---- 1:.-T—'
<br /> o_ '�` �— — --32>— AT GARAGE / ty�' �\rte • ��j�b'�.`••
<br /> ��
<br /> __ 12� :mu. �A•�. .j
<br /> i , �� - � -�' —•' '"" '-- - -` � _ _ F8L0, SLO =FULL BASEMENT LOOKOUT, SIDE LOOKOUT, j''����.�
<br /> I \�• _ .7.1-.:
<br /> �� �TT ». / / 1"- WASHED ROCK �'�
<br /> II
<br /> (Ii
<br /> .\‘'.- -'
<br /> \,' \ -- _ •o� a _`l _ _ GRADED FOR 50' Of DIFFERENCE FROM THE LOOKOUT GRADE
<br /> / \i -�-OND r __ -1.7
<br /> .`� _ `_- -------------
<br /> 1 _�� - ---_oe ELEVATION =F FRONT GRADE ELEVATION ID GARAGE.
<br /> ` \ 0 TL$T 893.0 I -.--__.=.7,_,,---_- � •• _-ate. as �t0.„..01
<br /> ���__5a--' a
<br /> /p � '71_i=— - __ _ _ _ _ 0.�, _ FRWO =FULL BASEMENT WALKOUT, GRADED FOR 8.0' OF
<br /> - f / •
<br /> ', �C\ 0Yf(• vVIL ^_�'y' ` - r - =-r„!.,_L F2 __ a DIFFERENCE FROM THE BASEMENT FLOOR ELEVATION TO
<br /> g _ �._ .�. s \ II. ��� j� — F.
<br /> - i --- -',� _ FRONT GRADE ELEVATION AT GARAGE-
<br /> ' •Ilr *l n ,/ -+�i tr"--”'�1. ,w POND #1 _, �� h,f 1 .� -
<br /> ef: �H. � // / ,1 ti `-�ouTtETEL.= gl. 1:1...t,1 i" = , (jq f� ,
<br /> i^.\ l11111k ‘01.1:4 (� �5: � 1907 0 , Iwo) 'IIS-- '-� / ii I / it --±*---__. TYPICAL LOT
<br /> / - 7'; ii4111 14-s!,,-,"' )-'-'
<br /> x 1�1 —__� i /l I \ NOTE: ROCK CONSTRUCTION
<br /> Ili
<br /> ( I G` i --gyp' c I- ROCK CONSTRUCTION ENTRANCE SHOULD BE
<br /> #11, 1
<br /> '1 . \ �i ice._..-.�_..
<br /> 1 �`! ���ep �1 7 /�)6. A MINIMUM HEIGHT OF 1.0'AND CONTAIN ENTRANCE
<br /> 9 �"o yo2, �t '� \t ,/,41j ;; 1 -"��+"�M�•$'� j�l�, I i t _ EXTRA STRENGTH FILTER FABRIC MAXIMUM SIDE SLOPES OF 4:1.
<br /> .,1,_„1,4_ — / c•..,,,,r1,;:'
<br /> oVVV ` i '� .�, ) i.II■if I r"�,y�( / TYPE II - EADDNG WIRE MESH BACKING
<br /> NI
<br /> sI oe 0 1 J `COMM101J LO 36 jt • ,x ig,I{yy_O i le, !• ,,I I,I- ( (`1 TYPE 111 - ADD WIRE MESH
<br /> '3' 01l� '•, f 7� I t \J \ ANO HAY BALES��jj Q �iL !■ \� n��;ro°%o.� • \ ll (11, ;,y/ pia" �i4) gLh��/� '�\ .1 �� STEEI OR ��l1���111� IIY�" \ C .�\ \N j WOOD POST
<br /> �iull�s lk3y� �lJ�s�i1 I; 'Cr`tlY�,v 'd9�i �IL . f °w
<br /> r 'inil
<br /> I/AI��� ,� \ ' �/ •/ �11 SILT FENCE (T )`, \ IPIO irgle�l f I II AP•ROX-LIMIT¢ l ,h 1iyiihy,'o, -0— LBGSND STORMWA R flw�w� ,` ^/ --�. \ '`.\ j ��i �1 tot:
<br /> "�14 / I. L T '0 ;5:°:�II•0��9' 10'-0" MAX SPACING WITH
<br /> -��� I N'' =NAM .� --- ., ) C-- Ana..'`fir � I Of EE5�71Y
<br /> • ����� r i z \ ,. ;hll>L/{i1rL�L �1 / 'N f epi REM N111r.)� fi-0'.MAX SPACINGS WITHOUT TE PONDING
<br /> ' �' (' �" ✓ ='./ �.\ 111 I (PUBLIC VALUE CREDIT
<br /> 'y WETLAND N1 TIGATION 1' ,• J ♦ N )
<br /> 1 �o l' I I 1 ( )� I,�IWI�:y / �� l• 1'It!I. I��' WIRE SUPPORT FENCE
<br /> )1111114
<br /> H•, AREA, ' `���- ! i 1 11 ®- ` -rI i I , ; IF A1,� •T' k i�-``�1 I; I� I1 1_ IIID \ PONDING HEIGHT 9' MA% � WETLAND FILLNC. .t'i'L�q�'1 ' t1p—`�// ��� ,"g y „3 RECOMMENDED iI'�, ,, �Cj ��. t! I.-' '•� � //J.�-�2� FILTER FABRIC, STORAGE HEIGHTWETLAND REPLACEMENT
<br /> •/ 1 �' A WETLA D FILL .�� � lit
<br /> )- - \/ / ATTACH SECURELY. • ili _.1 1 w A �y�r .f�l�A - `� 1„ \ (Wetland Creation; New Wetland Credit)
<br /> y _�e� pfd ,• AR A�T ) '1� ` �!''
<br /> , \\ STEEL OR TO UPSTREAM
<br /> •. �� ,I Trojan,.
<br /> ��� _ ' ( <� s�i��,„VV y1' 1, PONDING HEIGHTREGRADED WETLAND BUFFER AREAS SHALLa' ��. _ a•' p s \"G,�.� f 1„ r \ ,� ' 1 36- HIGH MAX SIDE OF POST. I. o ¢.
<br /> "V;. APPRQX. LIMITS WOOD POST 1
<br /> J — 3 RETAINI \t 1 /I I�� I YYY4,'� OF,;`%IS NG \ RUNOFF RUNOFF rMODIFIEDEATNATIN/OOTASEEDry MIX 15A R 1LI I \- -g-f--�-oc Id I ALL1 ., I" -a�' �� t T ;,s`.. _, H`'... VEGR SS LDFLOWE
<br /> _. ' I I wl1\ { 7yp , l y S•• `I 7I (T'�P) ./�`. SEED MIX DEVELOPED FOR PRAIRIE REGIONS1III 1 — Illlll / (, `,) 1 .' I , / I 1I h� !. L \ 12� MIN.' "'"� '"�� '�,e� ' �C �■- U 1.---:-.--,---.-,,\ / ,,.�,„ slo,, I ..� I 1,r r, Pte, m! /•,,-,_____ ----_--,__�---------,---
<br /> ,:
<br /> ��- 4'.6' TRENCH '*e: :._, DENOTES SDENOTES ILT
<br /> BORINGNCE
<br /> 8 I 1� '��� `�:� � / WI 12- MIN.i` ;?
<br /> Df L r, 1' II �
<br /> TF1 COMPA LL
<br /> Io..�E R isr=1 "1—"': • -�q � v / 1 � cTED 11 °t1,. 8- .�u�..u�
<br /> IIQ_���I , ; t / 1 DENOTES HEAVY DUTY SILT FENCE
<br /> I � � � I. ' � IIS,`Qy ^��� �' � BACKFILL
<br /> , ,� ��- l �j•,� ��. � � �. . ��� � GRAVEL _980== DENOTES EXISTING CONTOURS 11.1U
<br /> ' £ 4. ..[11-1'.
<br /> /� , el
<br /> p1 r:��'/p I I ;\ STANDARD DETAIL DENOTES PROPOSED CONTOURS v
<br /> 4• S . ��� ,, / - it 1( I' \\\ �, TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL
<br /> �{� I r 1� - DENOTES EXISTING STORM SEWER
<br /> 1 II 1 , f\_i-g-F_- [ � I /Avt0l� ` `��'y' 1 ) 1 '''1\� I I - \\\� 1 ' TRENCH WITH GRAVEL ��� DENOTES PROPOSED STORM SEWER
<br /> 7 _ em \_ — ���`"'�J�V�4� 11 .1'
<br /> ' \ '�lo �S�_L' I� ll� \ NOTE.
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<br /> Iv I 1 \■ ■ =/+o�, .,��eji �- �l` '� f �_ '� ?,}r-TREE JTEcTiIII
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<br /> _ ��c���i�,( ` �' ��W 1 Ty yEN 1 INSPECT AND REPAIR FENCE AFTER EACH DENOTES EXISTING TREE LINEII •�rIr(I ,�. � �`4�, L411(7.,
<br /> / b\� � ^'7n // i '�•l?� I STORM EVENT AND REMOVE SEDIMENT Wr1ENr"yyyYy� L1J1
<br /> e .1 ���� ,� A` ����1��� 'e•_�FI � � �I,�I.�i'la�� ���-.� / 4I. NECESSARY REMOVAL DMITS APPROXIMATE TREE
<br /> o ; !C'� � \�� `� P'• ` l 1 iI`;/ 2 REMOVED SEDIMENT SHALL BE DEPOSITED . 956 3 DENOTES EXISTING SPOT ELEVATION
<br /> +� _ , �� wDENOTES PROPOSED SPOT ELEVATIONI po' - � A _ � it , '" /' 4 '�I'. TO AN AREA THAT WILL NOT CONTR18UTE /SEDIMENT OFF-SITE AND CAN BE ��� DENOTES BALE CHECKS AROUND Ca' -'- I �� � '' ,•`� ” J )_ PERMANENTLY STABILIZED. to AI ��i�■1 �> ��fitlArd/(1. •. `7� ' ���� 4 � a �• F,-,r..- r� � �=__ ._. C TCN BASINS
<br /> I�-,ik,� " -' �-`�� a. � ��, � ; ) � -� -- 3. SILT FENCE SHALL BE PLACED ON SLOPE EOF DENOTES EMERGENCY OVERFLOW
<br /> �,� ,A (U �04°: • ,„ Hifi , � 5 lo. \ .- f ��• CONTOURS TO MAXIMIZE PONDING EFFICIENCY ELEVATION
<br /> ia Mar
<br /> lila I"•'
<br /> , .,, ., ; \ / �`- =�:1���� i���I� „ ,„•, , SILT FENCE
<br /> I —�� '/If �Q,� ��� �� �6;4174- 7=;.11111 1 iP.atil 'ill''''.:)
<br /> I° �I ���'' II I I)r GENERAL GRADING do DRAINAGE NOTES: EROSION CONTROL NOTES.
<br /> , IN
<br /> .5 206• ',t41,7711,..;714,,,,
<br /> 40�•�"�1� !�&�I / I / ,� ) `” ,J 1'I . All CONTWRS ANO$POT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER • ALL SILT FENCE ANO OTHER EROSION CONTROL FEATURES SHALL BE IN-PUCE
<br /> ®I• I" 105-2'06iill
<br /> 1 ' i��� ��C 11� / .. I -' ` GRADES UNLESS OTHERWISE NOTED PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL
<br /> I 'Q '�'� 'vVI ����0 ^c'' I 1,,',1:1,
<br /> 7"07 TABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED EXISTING SILT FENCE
<br /> �� t �"t • '�l�� �� C �� .,� 'Ia 1, ',j�I \�,/ ;',' �' • REFERTOTHESITE PUN/RECORD PLATFOR MOST CURRENi ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED
<br /> �� �� �� ►�0 R1• I ; ---- `\ HORIZONTAL SITE DIMENSIONS AND LAYOUT.
<br /> INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE
<br /> I •' �'■■( 052 . \ � � �� �■ �' � , .•'�' I : II • AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL
<br /> •
<br /> �' I� \,I �I�I7��,/*j711��C:ll�� .■' I 1` THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING TEMPORARY PONDING,DIKES,HAY BALES,ETC.,REQUIRED BY THE CITY SHALL BE
<br /> r< � , ` � .. UTUTIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD VERIFY INCIDENTAL 70 THE GRADING CONTRACT.
<br /> III 1 •�. a�►. I7�e� _---_---_ _��Y---__+-•,.-- ' / 1 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL.IMMEDIATELY NOTIFY THE
<br /> �� �� rt•�•p•a1•�•�.t••�. �_ �� y��� �-� I ) ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PUN • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END
<br /> I MX ! Jx * �`+� �••�`0 �� 1• i I I / Of EACH WORKING DAY A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
<br /> . ' __ d \ _ J I J - : ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBUC STREETS
<br /> 1 I 2�•J N. \ ``i-- I I -I`1 •l \_ ALL CATCH BASINS AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPS°
<br /> \ ` \ '' I 1 / i %. / 0.10 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS.
<br /> .a .av ''••••,,,,________-----' I \ ( I , I ) 7 r II • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. - -
<br /> ,I. 1 , ' I`•` \��� I �- \ \ _ �\`\��' \>\'�1\'..t".
<br /> � III // J I I -"--.-i.----.."
<br /> _ I J`1 I I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES
<br /> 4111
<br /> .t1 I IG, ro — �J I I NOT FOR CONSTRUCTION ° 00 zoo' 300
<br /> jI M-1 2001103a 2001101•CDP1 OwG
<br /> Date 7/�/01 Sheet 4 OP 7
<br /> _ Trott Brook
<br /> 'a-'a'`�''W'�.W ��`a `'a'-' _^'� Prepared for.
<br /> Preliminary Grading
<br /> a� W OM lam
<br /> o �R Farms South
<br /> IlY
<br /> Westwood Professional Services.Inc. °am-'" •-�' "°�•` — D.R. Horton, Inc.
<br /> 7599 Anagram Orwe L71-
<br /> Rands
<br /> �1t Drainage Erosion
<br /> Eden Pnlne,MN 55344 ` 3E Clubdut
<br /> °r"" 1 20860 Kmbridbe CL,Suite 10
<br /> Phone 952/937-5150 Fax 952/937.5822 Piadi D.Hagen, ,ea 1>,•..l.x ar7ar Control Plan
<br /> 7/97/M 19')tc T•L••H1L a!:•......,.•. CCn•a C11. n. an
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