|
© 2018 Westwood Professional Services, Inc.
<br />HP c i - - o _ o LP
<br />i O - - - 931.81
<br />HP
<br />SF
<br />•Q \ tt
<br />30.06 1.00% 31.06 9
<br />��, I REE1 - ,.0 '
<br />0. F.`� -
<br />26.5 ■ 931.97 , , `/
<br />6.60 .......................... (V N
<br />' .:.:X-929.65..:.:.'.'.'.'.'.'.'.'.'.'.'.'.X932.06 G - - - �� - - O 6 � n �
<br />04.'.'_..':.':.'....'..'.'..'. ...1...�......�....: ... 9g� - N
<br />`..............�k3 N 9
<br />926.18 3
<br />-
<br />i
<br />G 934.5 I I G 4• G 932.6 X CL C
<br />g1_. - �. .o. G 933.3 G I I 934.0 G 934.3 G
<br />...�.. .923.11.....d.. .. .926.18 .... SE SE 30.8 I SE 929.4 I I 4.3
<br />p. � ,, 92 SE I 930.1 SE 1 930.8 SE
<br />931.1 SE
<br />918V27
<br />� S E
<br />55 A p t3 ... ..
<br />O 917.33 OQ. I I I I E.O.F. I I I I
<br />912.57 930.7 I I I
<br />912.82 927.01' 93 EMP tfH IN .
<br />I
<br />91
<br />T2.25 - O - 912.68 dp 923., 5. I I .
<br />\912.460 O �9�20.0.. fl. I I E.O.F.
<br />\ 912.62 0 Qo 929.2
<br />■�912.60 _O 915.52 000'.�.922.99 -
<br />930.52
<br />7.02
<br />917.86. 918.53'
<br />2 91X PON D r n X 926.46
<br />7.
<br />�80: n....U..T...IE:T 923.d-�v2x2.09
<br />6- � 922.12� I 28.3 928 925.2 027922.09D923.14 2 28V �9-28 -E.O.F.92312 929'r
<br />............927:2 � 7F
<br />TEMP
<br />-- RO-C/K-- �EXIT
<br />931.80 1
<br />�
<br />I I I I I I AFTER STREET
<br />932.47 X 932 96 I I I I I I I I I I �� I I� PHASE 1 IS PAVED
<br />- I
<br />I I I 934.5
<br />I .
<br />936.14 34.4
<br />>34.a I I II 9gs. I I I I II II I I 9 /♦♦/ I
<br />512
<br />3 7 81 1
<br />1
<br />I I
<br />931.5 1 1 s3 . 1 X g I I 927221 I
<br />932.8 I I I 29.0 I 1 928.0 LP
<br />934.5 934.7 1 1 934.0 1 SE 934.7 SE 933.4
<br />34.$ g34.4 I II I E I I O SE 936.0 1 1 934.2 I I 33.1 SE 932.2 1
<br />SEWO I 937.9 SE I I SE 937.2 I I G G I 931.5 I I SE 931.2
<br />I I 937.7 I 937.3 G I I G 937.g 936.6 G 935.5 I I I 1 G 1 1 G 931.2 I
<br />-938 I SEWO g3-7 I 936.9 G I 937.4 I I G 11
<br />WO g3$ o f \ G g37.1 II I I I I I 1 1 0 rci I 2 I
<br />931.4 1 _-_-moo ---J E,O.F.-- _ ---- M ---- � \ 24
<br />G I I _ - - a> M ''� 935.E - - r� c�N - - CL-CL
<br />_ Call 48 Hours before digging:
<br />•b - -� - _ w�� / 3 '•� ✓�, /' / \ \\ ��� 92� \ \ \ 811 or call811.com
<br />-932
<br />92 �' / \ gti29� \\ \ � \ \ \ 921.987 Common Ground Alliance
<br />)4.919
<br />88 30.17 C�Vvo 92 \ \ \ 922.01 I 91 £
<br />� \ g / -•- - - G; /�918.93
<br />5 ig 930.00 cd .L �� (j �2Fj1 \ \\\ .... /918.01 916.91 O
<br />x 930.15� N -- JO \ V �U
<br />uo \ DENOTES SOIL BORING
<br />Sao-9 _ LQ_ \ \ \ \ J :'::.:: /88 �°-' 918:00 iSF� DENOTES SILT FENCE
<br />/ a - \ G 9 1 \ ' \ 922.07� / ....918.94
<br />932 "� p g2 \ y \ / / �/.a22 ��T� DENOTES POST GRADING SILT FENCE
<br />8.88 919.02 .. 921 87�
<br />91
<br />g31: 26 /........y::: DENOTES PHASE 1 GRADING LIMITS
<br />931.8 I I 9331-B I G O g2� / \ 9 / \ \ .. 1-> / pJ20 .�C9218f..: 0 DENOTES EXISTING CONTOURS
<br />9 \ %...........922.17 98
<br />G 932.4 I 1. G I Ew \ \ 919 41 . r1'� 918.1 s
<br />92g. 919.28 gZ./ 918.86 �980- - DENOTES PROPOSED CONTOURS
<br />[r 929. I I SE I I \ \ � . �-•-::� :. .... � � .... 921.84 � ��:...... �.
<br />.' '..92' ....
<br />I I I g2� ' �. ' szz.77... . DD DENOTES EXISTING STORM SEWER
<br />........... .... .
<br />rl:I I 4 \ / 920.90 - . . . . • 918.30 �►►� DENOTES PROPOSED STORM SEWER
<br />rn I ^ a 9`L7 9 \:..:....921.88 •21:99� _:_:...... .
<br />DENOTES EXISTING TREE LINE
<br />.....
<br />I I TDENOTES APPROXIMATE TREE
<br />............ .........yam ........
<br />f 921.84-...... - 918.44
<br />........::::............. • REMOVAL LIMITS
<br />1 I �. 2.98......... 921.71...
<br />x 856.3 DENOTES EXISTING SPOT ELEVATION
<br />I I
<br />.... .. gBppRID LDGEp �66.30 DENOTES PROPOSED SPOT ELEVATION
<br />2 •4 GRADING CERTIFICATION 66.30 DENOTES PROPOSED SPOT ELEVATION
<br />DENOTES FIELD CERTIFIED /TEMP FOR TEMPORARY DITCH
<br />s2,as GROUND ELEVATION (T)P.) X
<br />N 1 / ' •:••• 919.51 _ DENOTES EROSION CONTROL ROCK CHECKS
<br />I ONO) I. EXPANDED PHASE 1 E.O.F. DENOTES EMERGENCY OVERFLOW
<br />O1020.0 TW DENOTES TOP WALL ELEVATION
<br />287 - 1000.0 BW DENOTES BOTTOM WALL ELEVATION
<br />28.5- _ _ °i° WE AND IMPACT -
<br />2 .0 DENOTES RETAINING WALL
<br />CP� M X 921.07 918.05 1,450 SF DENOTES INLET PROTECTION
<br />w CNN o ..o...• AT CATCH BASINS
<br />�� O • E.O.F. ................ DENOTES WOOD FIBER EROSION
<br />I ° 922-5 10' WIDE ADA ACCESSIBLE BIT. TRAIL/POND ACCESS ROUTE CONTROL BLANKET
<br />2 • _ _ x 921.34 917.79 �8 I v (3:1 AND STEEPER SLOPES)
<br />--- -- -�
<br />I o� - - 4 1:1 DENOTES WETLAND BUFFER MONUMENT
<br />935.51 ''' 935.98 29 ,.22 `9i� 30 9� / ::.:922:.:....... - ......
<br />t9 ...921.57.....'..............'.'.'.'..'.'.'.... r� .........
<br />... 26 H P �9 28 2 - szs.31 .. - o o O o O
<br />�3 s2i,s� sn.8, o 0 0 0 0
<br />CL- 0.60% 935.94 - 935.04 7 93 .13 - 9 sz� o :..: . . . . :.:. :::..�... DENOTES WETLAND IMPACT
<br />;35.45 A � / =� 6 E.O.F. 3 -- 922.30. '.'...'. O O O O O O O O O O
<br />/ 922.06 921.94 O O O O O
<br />N 9 27/ 927.7 / .....vzu.... 9_-920.03 "i�922.13... ....'.. .......''.'. /
<br />935.00 N. Z \�� = X918.41� �.. ..............
<br />35.88 to �- _927.s4 / ••-921.87 X918.49_�ss918.50K. 921.88 ••••••••••••••• ••�•• 918.04 / DENOTES WETLAND
<br />935 44 A E.O.F. - J f.. . . . X.91 T 56 . % ` '.' ............:...... . 921.79 ,
<br />O� � c� - -M / \ 21 / 918.53X
<br />N' tO 36.4 _ 935.45 - 935.6 0 - �; _ _ - - - - - !'� `� - - - �. 2� 9,7.48 ....................'.-.-....
<br />ram- % O .' . ' X 917.24 914.01 :.:.:.. 921.90 / / POND ACCESS ROUTE
<br />6.3 -- I -- ��r--- x �........
<br />I I % N 918.50
<br />�4 0 LP i I 938 I I M 93 I 1 3 G .4 I _� - 28• / 913.57 913.40�912.92 917.62 917.54' -.. ...... >.:- /
<br />•6 o I I 93 .0 I I / 908.40 , . ,... .
<br />:c G 935.8 I I � G 93 .5 I 1 � � � � ��9os.z7 � �X 914.65 N �
<br />0 936.0 G I 935.1 G I I wo 926.0 I \ I �o �M N O .. 918. 917.56 X 908.04 9 X 90 05 910.59-
<br />- I 938.3 G I 93 WO 927.5 I ' rr / �R� X/ I /
<br />- I 938.6 SE I SE 930.3 937.E I I V I �5 ' ; °' POND 3 / 7% ry' ..:.:
<br />I I I I sEwo 4.4 I I sEw 933.3 I I I N �^ O o I 921.84 907.9¢ 908.00 / / / X 917.64 O� . ... .. RSCD LBCB■1D EROSION CONTROL NOTES:
<br />\ / \ \ X 908.12 912.31 f918.76
<br />9 I a� I I r / �, I .. 9,2.82 OUTLET
<br />I I I / N<v o�.- _921.79% / GRADING CERTIFICATION
<br />I I 908.11 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE
<br />2e. I ��-I-f�dVL 920.9 X 908.23 921.82 DENOTES FIELD CERTIFIED
<br />J I 1 1 I I I / rnV I :. ' 917.63 908.24V 90812� 91s.74 PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL
<br />(n I 37.4 •2fi• I / \ , :.'.:.:.:� Ila 45� 'TEMP SKIM %G912.96 LOT CORNER ELEVATION (TYP.) VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE
<br />913.19 ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED
<br />I I 11 932.5 1 1 93 4 I 9??•5 1 926.0 I / r �9 2 / 00 .9zz.00 DURI G CONSTR TION
<br />O J N� 3 921.86 .'.'.' \ /� / ,. INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE
<br />I I I I 934.4 933. 1 I / O 1 O , , \ \ \ 908.53 908.93 /..::::: .:::::::: p AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.
<br />- - - - I 1 ^• N / o� 1 /\ X 917.50\ 913.69 • . ... .. .. �/ TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE
<br />9 I 1 1 1 I I N N / ( x 9, 8.53 \ / / ....' .'.'.�
<br />]C 909.42 X 917.4s'.'./ INCIDENTAL TO THE GRADING CONTRACT.
<br />_ - 1 1 I 924 I / �p�j / n/ O •� 921.92 913.91 //
<br />��o d: I 921.90.... .. \ 90 01 ..' 91.8.53.�.�.�.
<br />- 2 �_ o> ►) rr / N \\\ \ - / :.f. s21.20 \ \ \ r • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END
<br />O o) al c� N °� 912.30 s21.3o I OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
<br />°� - - - - - - 31 1 .¢ J I l O1 I ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.
<br />..
<br />I2 cn �' 38.6 3 .4i7C917.70............. / 9
<br />30�w-
<br />............... s17.4s�SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS &PONDS BELOW
<br />921.88 0, \ SAFETY BENCH.
<br />c,0 921.90_ �% 921.95-.. /
<br />$ \ �rn rn / rn N "� TEMP ROCK EXIT ` I:..:.:.Ls,s.54- .........:..........�i... \
<br />r� A ...... .:.:.....:... o� � � rn� I .. �'.. � s2,.s2 2 \ • PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND
<br />AFTER STREET \ s2,.5s.
<br />�� MM r7 Mn }: : / rna rnN 1 ::::::.:.:.:.::::::.:......y :.:::. / g \ I AREAS.
<br />938.141 \ o1� m , ... - PHASE 1 IS PAVED a� N 1 �� �- /
<br />�rn rn 9
<br />NN ` ......'.'......921.85:,. 9
<br />W �/ �I o �, /0' GENERAL GRADING & DRAINAGE NOTES:
<br />/ o. \ c� I :.. 3 \ 0
<br />�I 39� - - / 1 30• 0\5- - - - 10. ��: •ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
<br />Un 3 938.51 8• - - - :: I ,� i93� 30. - - - - 20.:: ::: : I GRADES UNLESS OTHERWISE NOTED.
<br />14
<br />�\
<br />o C°tp '8 \ 1• / O ��'' _ • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE
<br />O y I O �• I / n' !I)G 4 O I �, • 1 DIMENSIONS AND LAYOUT./
<br />rn °j� /:: RBCXMW LBGMW tc �, cn0 I T 930.49 N a;
<br />Iv N I pNjp� WTLD M
<br />GRADING CERTIFICATION rn \ �,�9 c9 . THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING
<br />;P \ n UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY
<br />�q \ 9 I O / • • • • DENOTES FIELD CERTIFIED °1 �, �, 928 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
<br />�j \� �� \ \\ "� / HOEDOWN ELEVATION (TYP.) I O i 1 N `� 0 N rn 1 . - - - - - - 2g.0 . ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN.
<br />-94� 27.71 1� ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
<br />....
<br />/ �S �.Io p�(� o
<br />POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.9/ gWTLD J . N
<br />85 wo
<br />/ :.:.:........... WTLD J ° "� / 930.2 ( \ p N E.O.F. _..�� cv
<br />1I
<br />BOT 919.0 Wo 924.8�....
<br />01 ITI C7T 010 0 _ ..� o?_ / ...,..._. :......:.. ...:..../ �I � 1 �� --... ....�_.................. .... .. ...... .
<br />■ ■ ■ 9
<br />L D ��� ` / I CONTRACTOR: ARNT CONSTRUCT/ON COMPANY , 18.5 TW
<br />\ � RECORD DRAW/NG 18.0 BW WETLAND IMPACT
<br />V I I CONFORMING TO CONSTRUCTION RECORDS. POND 4
<br />2,140 SF
<br />\ OUTLET 919.5
<br />_ � /, -• I I BY Jerrold McCarty DATE 02/11 /19
<br />WESTWOOD PROFESSIONAL SERVICES HWL 921.3 1
<br />I
<br />Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />I hereby certify that this plan was prepared by me or under my
<br />direct supervision and that I am a duly licensed PROFESSIONAL Revieione Designed: Y Prepared for: C,
<br />i?NGINEffit ands the laws of the State of Minnesota O6/,8/18 Added Erosion Control 10/12/18 DR Horton Revision CPDC-Pra
<br />06/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision Checked: JHB
<br />07/05/18 City Comments 02 11 19 Phase 1 Record Plans
<br />07/27/18 City Comments 05/08/19 Revised Block 6 Grading Drawn: CTY
<br />john Bender 08/17/18 Updated Streets & Pads
<br />43358 09/06/18 Updated per Final Plat Record Drawing by/date: JPM
<br />05/08/19 I.icease Na
<br />tt-Oakwood LLC Partnership
<br />3500 Willow Lk Blvd. Suite 100
<br />Vadnais Heights, MN 55110
<br />Oneka Place
<br />Minnesota
<br />0' 50' 100' 150'
<br />Latest Revision Date: 05/08/19
<br />0008260GDF02.dwg
<br />Date- 06/01/18 sheet 4 of 10
<br />Grading, Drainage and
<br />Erosion Control Plan
<br />
|