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© 2018 Westwood Professional Services, Inc. <br />WIrLD 926- V <br />\ 9.0. . <br />32 <br />I N - TIT-_T� :1r <br />0)r <br />_ 0 I-- _ N <br />I - 30. <br />I I 9 <br />925.2 926.5 927.6 I I 928.5 I I I I I II <br />I I I I II I Y I I I I <br />W I I 923.9 SEW I I I I I I I I <br />925.2 SEW I <br />927.1 G 926.5 SEW I I 927.E SEW 928.5 SE 1 92 .4 SE I I I <br />I I 1 928.4 G I 929.7 G I V G I I I SE I I <br />930.8 L_931.7 G i 93 .6 G I I 933.5 G I <br />I I I <br />12 <br />I I I <br />I I I <br />I I I I I <br />1 1 930. SE I I 929.8 SE <br />1 I 9..33:7 G I I 933.0 <br />N N N °° N \ O ' �\ �_j C._-----j rl-- 9z �3;2--- <br />M N N flr J27� <br />N 997 <br />- --J <br />3( <br />20 CL-CL 21 <br />24.41 - 2 00% -4926.39 928.: / 3 <br />s2s.s� - 24 <br />931. 6 - 932.27 931.39 - �g30.17 <br />925.26 925.3 , 1.35% N(E N <br />0.85% <br />27.9 � 28.3 `32 <br />1 i I/ 931.7 G I I 932.1 G I I 933.0 I 9 I I I I I <br />N o \ I I 934. 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I� I IN <br />912.57 O:o. QCj:: 's .930.76 I I I I I 9 30., I I I I <br />927.01 <br />912.82 n I I I In <br />O 912.68' 923.15 93 .2 I. I I. I I. <br />9127.28 o_ a I I I. <br />5.89 912.460 O O. "o I E.O.F. <br />pp <br />I <br />I <br />91262 O " Sa'Q. = <br />917.05 �%� .60 !, O 9^5.52� p' 922.99 I ■I '1I 1 <br />mm <br />LEGEND: <br />DENOTES <br />SOIL BORING <br />�.01 <br />DENOTES <br />SILT FENCE <br />DENOTES <br />POST GRADING SILT FENCE <br />DENOTES <br />PHASE 1 GRADING LIMITS <br />�980- <br />DENOTES <br />EXISTING CONTOURS <br />DENOTES <br />PROPOSED CONTOURS <br />DENOTES <br />EXISTING STORM SEWER <br />F-►►--■ <br />DENOTES <br />PROPOSED STORM SEWER <br />DENOTES <br />EXISTING TREE LINE <br />DENOTES <br />APPROXIMATE TREE <br />REMOVAL <br />LIMITS <br />I 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 />x 856.3 <br />DENOTES <br />EXISTING SPOT ELEVATION <br />�66.30 <br />DENOTES <br />PROPOSED SPOT ELEVATION <br />66.30 <br />DENOTES <br />PROPOSED SPOT ELEVATION <br />/TEMP <br />FOR TEMPORARY DITCH <br />DENOTES <br />EROSION CONTROL ROCK CHECKS <br />E.o.F. <br />DENOTES <br />EMERGENCY OVERFLOW <br />1020.0 TW <br />DENOTES <br />TOP WALL ELEVATION <br />1000.0 BW <br />DENOTES <br />BOTTOM WALL ELEVATION <br />DENOTES <br />RETAINING WALL <br />DENOTES <br />INLET PROTECTION <br />AT CATCH BASINS <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 <br />ENGINEER under the laws of the State of Minnesota. 06/18/18 Added Erosion Control <br />8 Added Phase 2 Gradin <br />07/ <br />07/05/105/18 City Comments <br />07/27/18 City Comments <br />John Bender 09/06/18 Updated per Final Plat <br />Date: 05/08/19 License No. 43358 10/12/18 DR Horton Revision _ <br />................ <br />DENOTES <br />WOOD FIBER EROSION <br />---------------- <br />CONTROL <br />BLANKET <br />(3:1 AND <br />STEEPER SLOPES) <br />DENOTES <br />WETLAND BUFFER MONUMENT <br />0000000000 <br />DENOTES <br />WETLAND IMPACT <br />0 0 0 0 0°°°°° <br />0 0 0 0 0 <br />- - <br />DENOTES <br />WETLAND <br />POND ACCESS <br />ROUTE <br />N \ I i 922'19 112s s s4 PROPOSED ADA ACCESSIBLE `\ <br />10' WIDE BIT. TRAIL WITH PH 3 <br />C <br />CONSTRUCTION \ <br />10' WIDE POND ACCESS ROUTE <br />III \ \ 22� • \ 5��� ' � V2131 925.7 26r& - -_ - - 9,s 4s CONTRACTOR. ARNT CONSTRUCTION COMPAN <br />1 I \ \ \ E.O.F. �4ECOR0'BRA WING <br />° 1 <br />/�`� �09� 926.4 /�� CONFORMING TO CONSTRUCTION RECORDS. <br />�\ \ o•g% I BY Jerrod McCarty DATE 02/11 /19 <br />926.99 e� M WEST OD PROFESSIONAL SERVICES <br />4# 929.8 <br />719 / <br />E E. 0. F. <br />3• I S 9 6 \ \ 0%'� `La \ \ \ s1sa4 <br />' I G 30.8 ° sz7.3 � ' 6 �\ \ 1 921. <br />- J <br />g2`' 922.0�921.31 <br />pJ�19 ^J \ \ \ \ \ 921.98 / 921. 7.90 <br />91 <br />\ \ 92 1 \ \ \ Yr919.068\ 921.94 <br />918.13 / <br />2 / ? � � � \ Epp 9 \ \ 5 \ �: ��s22.o1 � � � �sls.00� <br />%1 Grp \ �' Gj / 8.01 .s3 918NOV <br />� �� � 916.74 %�.919.77 921.74 <br />g'JO 93 DO �% C! rLrO�l \ \\ / /s1s.o, 116.91 g�6 <br />922.19 (918.25 I--,'9,8.03, WTLD L <br />/ 922.26 <br />".".... �C 918.99.........."." " <br />OZZ <br />D \ 1 \ j ::::... X' 8.84 r918.00 / <br />s22.07/ <br />s93312..84 G 5.81 I I IeGE�11 p 99321 9 \ \ / • 9, 8.89.�9 <br />.. <br />r s21.8. 70 <br />9�9227,0.../....r....%. ��. s. <br />1 s.4s <br />POND 2 <br />919.41mayOUTLET 919.0919.2s929SE 921.84-.y <br />HWL 920.8 <br />cc <br />920.90 <br />921.99 <br />...."."........ 918.30 <br />921.88 <br />9 <br />..... .....:........ ............. r...... <br />...." <br />............: � ::......... <br />I 921.84......... 918.44 <br />I 922.98........�21.71..... <br />EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES: <br />• ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER <br />PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL GRADES UNLESS OTHERWISE NOTED. <br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE <br />ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE <br />INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE DIMENSIONS AND LAYOUT. <br />AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING <br />INCIDENTAL TO THE GRADING CONTRACT. UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY <br />PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />• ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. <br />OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED <br />ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />• SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />SAFETY BENCH. <br />0' 50' 100' 150' <br />• PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND Latest Revision Date' 05/08/19 <br />AREAS. <br />0008260GDF04.dwg <br />Date: 06/01/18 sheet: 6 of 10 <br />pei Cry Prepared for. <br />9 Phase 1 Record PlansChedi CPDC-Pratt-Oakwood LLC Partnershir) <br />3500 Willow Lk Blvd. Suite 100 <br />Vadnais Heights, MN 55110 <br />Drawn: CTY <br />Record Drawing by/date: JPM <br />Oneka Place <br />, Minnesota <br />Grading, Drainage and <br />Erosion Control Plan <br />