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<br />/ OUTLET 915.0 / ' /\\ \� zti1. ! E.O.F. \ \ % sT - - - 811 or ca11811.com
<br />/ \ / i rn E.O.F. P T- Common Ground Alliance
<br />925.5
<br />H WL 916.5 i / �\ � 927.E � \ � / � •/,� • -� ' 924.05 �° �
<br />• / / i9 926.69 \ \ / / \ lit ■ ■ 925.96......' rn
<br />40 ti� 0 923.05
<br />92. 6 ■ 922.67 O.F.
<br />• / LP r'�� G \ \ �\ \ C ■ ■ s .....'...'.'.'.'.'.'.:...'.'.'.'.'.".. 925.88 26.5 M EROSI ON CONTROL NOTES:
<br />CONTRACTOR: ARNT CONSTRUCTION COMPIANY \ �o •��' / �� 923.19 .....'::.'926.04, 923.51 926.16cV �
<br />r 926.23 926.60 \ \ / OA \ P91 • ALL SILT FENCE AND OTHER EROSION CONTROL
<br />'I
<br />RECORD DRAW/NG �,� / 2? \ \ F. 9 29 9 / \ ::::: : .925.53. %INE LAND I F� A C FEATURES SHALL BE IN -PLACE PRIOR TO ANY
<br />925.85 922.11
<br />°��"L9 02 g / 927.E \ \ g2�' \ \ `�,� s �Z :.........26, :'. '..' ............' .......'.'........ :_.,..\ :' :.
<br />CONFORMING TO CONSTRUCTION R CORDS. 9ti / o. g �. 12,81'0 SF.:.'. / ° .'.. 923.04 EXCAVATION/CONSTRUCTION AND SHALL BE
<br />\ \ 6...........................'...'.'.'.'.. .
<br />/ 'I rn G `\ cS i 9Z "" "" ' ""' "•" "' MAINTAINED UNTIL VIABLE TURF OR GROUND
<br />t �10 °Jg�L_'/ ate. \TEMP ROCK EXIT O N 926.04..'.'.................'.'.'......'. 06 o .' 926
<br />BY Jerrod McCarty DATE 0 11 19 / \ mod, \ �, \ �, , `\ ::...::.. ........,. 922.13O „0 921,91 COVER HAS BEEN ESTABLISHED. EXISTING SILT
<br />WESTWOOD PROFESSIONAL SERVICES \ \ / / / / O 9�1 • 9 �O \ AFTER STREET S tr1 O / i \� (�ZZ,1C 922.00 7921.
<br />O� JO r
<br />pJ \ ° \ � �-� 921.00 n� 26.87 O � 926.03 _� �...�j FENCE ON -SITE SHALL BE MAINTAINED AND OR
<br />PHASE 1 IS PAVED \ 922.02-920.95 917.25 O° 922.94 Ci."" 923..
<br />� o,.�.,o�'� REMOVED AND SHALL BE CONSIDERED INCIDENTAL
<br />'� • 17. 7 922•( TO THE GRADING CONTRACT. IT IS OF EXTREME
<br />914.38 �20.87' TEMP DEWATERING CFg,7.,7 x 918.z7 ' IMPORTANCE TO BE AWARE OF CURRENT FIELD
<br />916. 55�' 915.62
<br />O ti • 'L 9 915.46�� /✓ PHASE 1 STREETS TO TE�491855ASIN
<br />y �\ 9 / ya 9 g. dE9,5szz.o3 9n.3: CONDITIONS WITH RESPECT TO EROSION CONTROL.
<br />03�ry'fj• \ G / G OJZ -_- �6 N 921.97 920.96 911.76/ / 924.4044 / 921.88
<br />D \ / \ \ cs� (s \ ` s11 7s-� 911.72 91257 TEMPORARY PONDING, DIKES, HAY BALES, ETC.,
<br />927.82 / 922.90
<br />GRADING CERTIFICATION / �� \ \ / / / �. �-° 9 \ \ 4 / \ \ \ t �`�92462 s1s.4s POND 7 928 9z74o s1zs2, REQUIRED BY THE CITY SHALL BE INCIDENTAL TO
<br />/ / / / 9 \ 922 8g \ �, / X 92s.s2\ X 911.80 OUTLET 9 2 2 _ s12.2a o - O - THE GRADING CONTRACT.
<br />DENOTES FIELD CERTIFIED ti° \ / ��� rx \ �' / / x 911.76 920.91 °
<br />\� r925.25 \ 912.46
<br />O \ O / `L 2s.s o 2 911.78 _ 915.59 C • ALL STREETS DISTURBED DURING WORKING HOURS
<br />GROUND ELEVATION (TYP.) / o,^��� �ry /� G 9930 \ \ \ / mac+, \\ I \ c1 \ �' 4'0 �91190 %� g23' v°C MUST BE CLEANED AT THE END OF EACH
<br />/ \ / ° 9 S1 • J 05 / \I'[/ V / / �Np \ \ ` 916.25 X 911.79� 915.90 � ' . 92 74. \
<br />922.02 925.74 .'.' r :'.'..'.'. I S WORKING DAY. A ROCK ENTRANCE TO THE SITE
<br />.{O , �• N '�� I , \ , ' { / 929.86 917.05 ��491z sod MUST BE PROVIDED ACCORDING TO THE DETAILS
<br />OJZ �9 \ W \ i � '.'\. 911.85/ /�.............�.:........ \ �� �912.95-
<br />8 / \ / // �•� g2 / \ I cp \ 922.08 / .. �.' .'.'.' .'..' .'.'.'.' / / I I , r PO� TO REDUCE TRACKING OF DIRT ONTO PUBLIC
<br />X STREETS.
<br />�� / �J1 \\ �, \ \ 30 m 1 92os4 TEMP BASIN 7 916.36 30.00 917.80.
<br />ti / N z N 1930 / .. I29.01 / -I nU T E
<br />•� G g / •o / (,, \ 0 4 \ N � 927.08 \X 924.72 911.90 XTEMP SKIMMER :::� 925.84-� X 921�`rp 922.09 .
<br />• / SEED &MULCH ALL DISTURBED AREAS,
<br />LO DURING CO STRUCTION 923.0o EXCLUDING ROAD BEDS & PONDS BELOW SAFETY
<br />y 3 / / 917.82 / �O \ t�jtW -� 916.04 I� 921.98- H
<br />\ i i C N �V 911.83 X 922.12' ' ' ' ' 923.12 BENCH.
<br />OCP \ 1 r i
<br />� / ' / � \ \ ice•.. ..'. i '.'.. V 921.09 .. ... ��:_._._� �JC'923.14-
<br />IE 916.0� / \ / 917.84 '������ � � � \ / � � � � \ � � � � 92 X7929.05 / / .....� :.� .� � .i •PROVIDE DOUBLE ROW OF SILT FENCE FOR
<br />914.71
<br />916.04 \ 920.92 N' - GRADING ADJACENT TO WETLAND AREAS.
<br />2c0 rjo \ / 1 9 .96 X/916.93 7JZ / O ... •�
<br />910.95'917.93 / ` Q 915.08 /.'.'.'.' .'.'.' .'.'..' 9 .�•: ::' - G�
<br />/ \ i 925.44. ` Y 93
<br />910.83 \ X\ 14.987 \ X 927.1 917.34 g
<br />\ \ _ \ 922.07...932.29
<br />/ ty O y .. 915.00 / \iiiCCC\\\ \ V / .. . 1
<br />�905./ 4 o \ o \ �� N \ CA ff 925.6929.52' / 1
<br />44 rn �' `� W E L AND I M A T:.::.::.......5 o 0 0
<br />/ \ -31'0 W a` O I X 935.66 1 GENERAL GRADING &DRAINAGE
<br />° / 915.90 rr �W "' 931.96 O O 10 4.8
<br />X 920.64� ..'.'. / g08 48 FUTURE 18 EOF CULVERT \ �3 1
<br />914.95 / �� \ - 8,730 SF::.::.:::. ° °o 0 0 0°0 : I \ 1 3 1 NOTES:
<br />917 � � 905.57/ POND 8 TEMP EOF DITCH \ \ 7. •ALL CONTOURS AND SPOT ELEVATIONS ARE
<br />"�`�' 912.87' / / 1 O o O o o O o 0 0 0 b g 34.8 I g 1
<br />/ ° / ' / °� °'°�' �' �` : sis.o4/ " IE = 920.0 Lo \ c� 4 . ° °o°o° o °: :. I I
<br />�• / Orl /ti �9 9os,92 905.83 �.... \ (,,w \ 922.12.. P ROCK EXIT o 0 0 0_ 1
<br />� o 0 0 � �� I I I SHOWN TO FINISHED SURFACE/GUTTER GRADES
<br />s,�9 / sos.7s 919.05 ( rv, \ \ - 9zs.43 92s.oa A TER STREET �-JDc o0 000 0 °. I 34 s UNLESS OTHERWISE NOTED.
<br />° 3 0 �° 30, ' ° 911.83 x 905.74 \�\ 9 , , \ PHA E 1 IS PAVED o 00000 0 .o.. o I 1
<br />�.� Q9 0� / \\:4� \ \ �u� g34.8 8
<br />/ ^_ / � � _ 7�sosss 914.97 l � � � 1 • � � 922.02��� ����932.33 o O o � � � 1 9'J REFER TO THE SITE PLAN/RECORD PLAT FOR
<br />\ �' o \ \ f 1
<br />/ °� ^o O• Ot 905.65 Ix 917.41 N \ \ c9 { 929.37 O o I I O g38.0 MOST CURRENT HORIZONTAL SITE DIMENSIONS
<br />\ \ / ° O / / \ \ / tip' POND 8 �� N 925.17 9 SE 7.4 AND LAYOUT.
<br />REMOVE EX. FES / h rL �., . 909.75�.: 9�5.93 '� \ � ������ � � 93
<br />\ \ ° \ / / i NQ CA CA 924.99° SEWO G
<br />915 98 905.76- OUTLET 916.0 X g05.48 i 931.4 /::::.:::::: o O qq • THE CONTRACTOR SHALL VERIFY THE LOCATION
<br />�_\ / I ` cv \ N� \ 9z7_�o / °o°o d° 938.0 G 1 1
<br />O� h 914. i...
<br />gg g37• I - AND ELEVATION OF EXISTING UTILITIES AND
<br />/ ►� / t / X 910.44 905.37 905.61, H WL 920. 0 X 905.89 gp5.79 � � � \ r X 929.ao 1 � TOPOGRAPHICAL FEATURES WITH THE OWNERS
<br />X 909.61/__:: \ \ 0 0 _-_9z8.41..:..:` • 934.3 ° ° - 935.51
<br />905.39 POND 8 TEMP DITCH f - �/ _ \ �rn _ _ _ _i AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE
<br />\ O �O O O O X 922.97 X 905.70 91235 o \ a CL-CL _ CL-
<br />,,,, ° IE = 916.0 914.96 9 co Ww J v' "� "� - 'tP CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
<br />�j \ °o "2�" h• X914.95 / c N POST GRADING SILT FENCE 931.59
<br />�° � O � 930 0000 000 o Ory��. >> A s18.3s'.'.'._'.� 91s.00 91p 905.38 905.s4 / .�. � 915.99 � � � o� \ ry � - �� '� ���� � � � � � � � � 35.4 � ENGINEER OF ANY DISCREPANCIES OR
<br />/ u. X 905.70 - / �� VARIATIONS FROM THE PLAN.
<br />REMOVE EX. STMH ° c� o 0 0 0 / 908.74/ 918:so �. ? w �"� 24 O.E
<br />O O O O 917.83 910.12
<br />930.8 O O O O° 915.92 915'02 911s1 j... Q N N 5 ••• k35.s8 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL
<br />C�916.03 : _ X 905.75 X 914.94 \ w \� w 3 ►►► ��
<br />o,`L�1t• \ o,� O � / o 0 0 � �� [� � � N \ N o w 21 93�3 23 �_ RULES.
<br />923.38 919.82 914.9'4'915.06 915.99 905.63 915.95 / \ W W 1.85� 935.56
<br />O 907.93 E.O. F ► w _ - 1.33% N►i
<br />6 909 92 / / 933.04 934.31 ' *POSITIVE DRAINAGE FROM THE SITE MUST BE
<br />Oj O916.03 910.68 x 919.18 W 1 32•
<br />\ � Cf O O O � � 917.69�...�.�. \ �• 9
<br />O O O O O 92c915.06�C/ 910.30 \ \ / l 932.46 933 27 933.88 PROVIDED AT ALL TIMES.
<br />916.00 � �� �� �������� � / 922.26
<br />O�O O O°O O° y11.74 907.60 X 914.96 / / i / \ \ r0 / / ••• a 936.00
<br />/ v O O O O O 916_.1_3 ° Q 915.98 905.64�C/ XX 908.18 \ �j - I
<br />r0 ? \ O O O 0o0O :Q° 914.98 905.69� �X,914.99 917.70 ` 911.90 / OJ / ,� g / -►►► mod- I
<br />O O O O O O 911.18 - ° 911.67 917.64 .. 915.01 \ / 3 1 Ni tr1 HP -
<br />O \ 9 ��� � � O• 93 34.9 M rn � 34.9 5•
<br />o / / 933.61 W _ 934- - - -34 % M .% 5•�
<br />I I ti� o ---
<br />924.05 905.64 907.59 �916.03� X 91\00 %8v�{ Qj \ M
<br />X 914.93
<br />I w w
<br />\ 919.89 O 917.60 917 45 / '�j u' 933.33 ' LP rn
<br />930.27 ° 9Q 909.95'X\ 9\25 917.32 . / \ 933.0 I I 33.95 I J i0 W
<br />916.11 / O �X 907.57 915.94�''''' / \ �° / CL-CL G 935.4 7 (tD,,
<br />" \ 914.93 \ �\ \ \ OJ t� / I C I (l1
<br />O X 917.69' / O� fn
<br />9,0.01 0o W�LAND IMPACT 914.93 1� � is 936 g36o 1 LO(��
<br />/ \ \ 905.25 O O C X 911.18 \° / 93 1 I O
<br />923.48/ r.' °O 1 0, 570 SF
<br />934.76 �6 \ \ G a 1 1 928.1 I I-
<br />I O I / 911.35
<br />/ -/ o'�`ti j9zo.55.. POND 8A TEMP SKIMMER TO DISCHARGE / /' 91s.o4//-
<br />�,. 91608 TO TEMP DEWATERING CHANNEL � X909.� °
<br />�9 .67 p • / 915.11/ IE - 916.0 905.99 � \ o „
<br />911.27 �J 914.91// % \ C� �6� S C' g0 \ 1 1 931.1 I I 4 I I o � 905.28 O 19.88 \ �,° y,� q� / / / 1 1 POST GRADING SILT FENCE � I J I `-
<br />/ / ��D / / \ \ \ �,° \ \ 931 1 1 3 -I-- I 0 . I o z
<br />i \ • r0 915.9s 93 1 �9 I I d I o
<br />/ X 905.98 // \ \ / . 35.48
<br />O'O. �rL 915.37 907.59.' � \ \ , \ \ / � � _ _ 3 .• I -
<br />f X 922.35i. 0
<br />\ /
<br />L ... 41 X 910.59 / O �/ \ `3is / G ~J�' i / G� - - �pto
<br />✓.. / / 905.84 / 910.03 3 / / i 3 W
<br />................
<br />..
<br />91, 906.11 906.02-p 0 N D 8 A x .' 9i s.14 �° /
<br />X 915.46 / r8. n� / S ��� p�. \ \/ I �
<br />1 / 99L,1 �° �l��' \ / / 912.34 904.47 4 OUTLET 916.0 / 9 0' °.. ° s ' ' \ ti ■� w
<br />921.97 X 905.93 �906.53 % ^� �\' / O / \ \ / WTLD G �'
<br />/ 9ry'� \ 3/ 905.81%X / // Qj nC��j O \ \ \ / ".'.:�.:.'..'. Crl rn G7
<br />,5 % `09.22 H WL `19.9 X 968.19�`� `v B 0 T 9 30. 0
<br />912.48 X 906.89 \ �p,�t� • / / I '.'.'.L'.'..: I ■ - - �-
<br />/ ® Xi--907.56 910'08 �•'/ POST GRADING SILT FENCE / co \ \ 3/ / / 1. OUTLET 931.5-
<br />" " -X915.02 996.12 M M
<br />X 914.91 \ i 911.sz / o) 4•S Dc° � \ / :..:.1. ....... H 910.26 X 905.56 r / WL 931.8 _ -
<br />915.09 '1 / O \
<br />X 915.06 916.10 I g /
<br />I rp''\ \ \ .':'�..............:.:.:...........:....... 912.92 / '.'916.15 •`S � 2 \ \ / / / ... � 31.9-
<br />34.0 / \ \ / I I 9
<br />I � � 9J��6 \ ....'. 916.08:..'.'. .......................... .. 915.02 X 907.64 ..' ' )C� 920.08 n0,' C 0 (� / / /� � \ / I 1�, � 32.53
<br />909.55 / CO^' n/ \ I I ■\4
<br />'.'... ...' 919.85 \ rn� rn ►1%: 9 33.6 9
<br />:. --
<br />y% L O
<br />�� 921.18��
<br />M
<br />X
<br />914.90
<br />................ .............. 921.88..... ....................... � �915.08_ 912C(915.05.. .. 01
<br />...... 916.14 �915.01_ ... 6
<br />' 916.01 ' \
<br />X 915.01-
<br />/ cV
<br />924.11.. 915.94 '919.98 / / O) I s
<br />3
<br />4 .......'.................... v.�`915.96 I X 915.01 2 lT\ 37
<br />926.03 .........
<br />REMOVE 572 LF OF EX. STORM SEWER' I i920.00. " .'.'.'.'.'.'.'...916.12.'..'.'. 1
<br />925.76 �.'................... • �� • M 6.6.'.....
<br />.'............... Cq O
<br />�. ...
<br />[Ir rn c0
<br />926.30 �.........X 920.32 r7 r,)� I I �O) I I M
<br />..... ...... ............ o CR
<br />POND 5 w /
<br />I :':'1:':': (�
<br />...... X.....T/... I ... . /
<br />I °f v� �. oMirn °' rn I I °�' /
<br />925.60.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.:.jC. 925.10,... ...... 923.74 ....'.'...'.'.'.'..'.'.' I U TLE T 9 2 4.5 \ .............. ............'.'.'............ 924.27 n I 1 I r) 1
<br />931.22 1 0 O O) I I I • E.O.F.
<br />REMOVE EX. STMH - - j0 930.62 927.63 O) I
<br />I o HWL 925.4 931.9
<br />97
<br />00
<br />TEMP BARRICADE -
<br />DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION :. DENOTES WOOD FIBER EROSION I o \
<br />�SF� DENOTES SILT FENCE ss.3o DENOTES PROPOSED SPOT ELEVATION CONTROL BLANKET xB009RD LBG1ID i-- -
<br />Psr- � DENOTES POST GRADING SILT FENCE 'l66.30 (3:1 AND STEEPER SLOPES) I I _ GRADING CERTIFICATION
<br />TEMP DENOTES PROPOSED SPOT ELEVATION I�RD AID ROCK CONSTRUCTION ENTRANCE (TYP.)
<br />DENOTES PHASE 1 GRADING LIMITS FOR TEMPORARY DITCH GRADING CERTIFICATION DENOTES FIELD CERTIFIED
<br />g 1:1DENOTES WETLAND BUFFER MONUMENT DENOTES FIELD CERTIFIED I HOLDOWN ELEVATION (TYP.) \
<br />80 DENOTES EXISTING CONTOURS DENOTES EROSION CONTROL ROCK CHECKS � .�� � I � �NTLD
<br />s980 - DENOTES PROPOSED CONTOURS LOT CORNER ELEVATION (TYP.) \\� I
<br />E.O.F. DENOTES EMERGENCY OVERFLOW °o°o°o°o°o - - 1 �� INLET PROTECTION TYP.
<br />DENOTES EXISTING STORM SEWER o°000°000° DENOTES WETLAND IMPACT 1 -� (TYP.)
<br />1020.0 TW DENOTES TOP WALL ELEVATION °o°o°o°o-0 1 II I III sssssssssssssss�s 0' 50' 100' 150'
<br />�►►� DENOTES PROPOSED STORM SEWER 1000.0 Bw DENOTES BOTTOM WALL ELEVATION _ _ • ssssssssss� �* \ I A \\ I
<br />DENOTES WETLAND DRAW POND DOWN WITH ■ ss� FLOATING SILT CURTAIN DURING POND ALTERATION Latest Revision Date: 05/08/19
<br />DENOTES EXISTING TREE LINE DENOTES RETAINING WALL FLOATING PUMP TO EXPAND I � � ■ ■ �` \ ` \ \ `\
<br />DENOTES APPROXIMATE TREE n I 0008260GDFOl.dwg
<br />REMOVAL LIMITS 0 DENOTES INLET PROTECTION POND ACCESS ROUTE
<br />AT CATCH BASINS Date: 06/01/18 Sheet: 3 OF 10
<br />I hereby certify that this plan was prepared by me or under my Prepared Oneka Place
<br />Westwood direct supervision and that I am a duly licensed PROFESSIONAL Revieione > area for.
<br />Designed, �"Grading Drainage and
<br />?NG1NEffit ands the laws of the State of Minnesota 06/18/18 Added Erosion Control 01/3 /19 DR Horton Revision CPDCmPratt-Oakwood LLC PartnershiO6/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision Checked: JHB
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 07/05/18 City Comments 02 11 19 Phase 1 Record Plans Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments 05/08/19 Revised Block 6 Grading Drawn: CTY Erosion Control Plan
<br />Toll Free (888) 937-5150 westwoodps.com John Bender 08/17/18 Updated Streets & Pads 3500 Willow Lk Blvd. Suite 100
<br />Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 09/06/18 Updated per Final Plat Record 1AM10% by/date: JPM g g
<br />Vadnais Heights, MN 55110 Hugo,
<br />Minnesota
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