2018.05.07 CC Packet - Laserfiche WebLink

Home

o 2017 WestwoodProfessional ervlces, Inc. Call 48 Hours before digging: _ 940 o I \ \ 811 or ca11811.com P.75 1 cs \ \ \ Common Ground Alliance 934 \ \ W 93•920 J 9 LEGEND: �r 1 S ^� 922 � 9 DND 5 5r _p S`F' �'q 771, w 1 ��, / 9`�c' 92826 DENOTES SOIL BORING Cri 1 \ �\ 6, \ 1 p� / / _ �►� / �SF� DENOTES SILT FENCE rn 1 TE PO 940' °'/ \ - - - 9 �� _ PST -SFS DENOTES POST GRADING SILT FENCE /\ \ 1 CL -CL- - _ g� 93 934 932 IIIIII� IIIIIIt DENOTES HEAVY DUTY SILT FENCE - 40.6 � 9 n X93 \ N �3 2 �-` �S� ��934 00 934 ; 2_ - - - ry 9 ---980- DENOTES EXISTING CONTOURS 2 PROPOSED \ \i _ --- N_------- C`-- \ \ TREE - - - �` 2 c0 / M 931.54 "? 34� �980- - DENOTES PROPOSED CONTOURS l 0-M>--0 DENOTES EXISTING STORM SEWER \ LIMITS (TYP.) 1.5 - - / 4Q 5 I �o3m 3\ TEMPO RY // / \ 936.4 �► TEMP I I 938.5 1 935.5 935.9 93 I 936.4 935.9 o p I DEWATERi / / 9� F-►►� DENOTES PROPOSED STORM SEWER \ r o HANNEL P / ,3 938 _ 936 I 936 WETLAND KES 2 cv `� ,� I 1-6 I T STORM SE 9A S) - - _ 938 938 DENOTES EXISTING TREE LINE \ rn I 40.5 - 930.50 AS NE ESSARY o ' `�� /-y0 942 .l 940 - 940' I DENOTES APPROXIMATE TREE \ LIMIT OF / o I I I I- TEMP o c 942 1 942 �1 REMOVAL LIMITS PHASE 1 I 0' I Ike - so9 ;� } I 944 ' o °� / 936.4 WO 932 WO 936.4 935 9 LO 935.5 935.5 W0 1) 935.9 WO 936.1 WO x 856.3 DENOTES EXISTING SPOT ELEVATION i - UTILITY & 3 •� N I B .,B '�� \ \ 0 \\ /� / 0 I WO 0 O 942.8 I I O 1 O 66.30 STREET ' X931. 3 0'� \ �/ 94 .4 G G 944.4 I I G 943.9 11 G 943.5 G 943'9 G I 944.1 DENOTES PROPOSED SPOT ELEVATION CONSTRUCTION �� \ def I I �I 66.30 DENOTES PROPOSED SPOT ELEVATION E.O.F. \ TEM 9�S L - 934.14 941.34 941.18 4- - - �>EMP FOR TEMPORARY DITCH --- ------ �- - X942---J--------� -�'-- /"� TEMP DENOTES EROSION CONTROL ROCK CHECKS 942 "' "' E.O.F. DENOTES EMERGENCY OVERFLOW I 10� l / / \ 5 0.60% X 8 _ _ 9 42 10 °�� // \ / 9�� \ - I i 942 TEMP LO - - - m - e I- -+ - Tw=1020 DENOTES TOP WALL ELEVATION I M \ / / / 9�s .6 942 5T Bw=1000 DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL RE- ( ��/ �� / �� // // 944 942..62---� N - - - - - - - �---.--------��942- -4 --- DENOTES INLET PROTECTION - - - - - - N ,/44 I I 944 944 1 AT CATCH BASINS \ ^� \ \ // 944.4 G I G 944.4 - 1f 1 \ 3 r I I G 943.9 � 9 I 843.5 G M :\ o�, � \ �/ �� \ 1 // 3 I I R 936.4 f I R 936.4 I I R 935.9 N I y� / \ \ 1 95r / I I � 9 35.5 R 0 3 3 \� �\ / I I a' 1 I A , I LIMIT OF T I I \ V9 N 9% I l PHASE 1 I 13 N I 4J' • d �S E 0`F A 1 UTILITY & 7H a i :5 If N ��--- ---� G N -------N DENOTES WOOD FIBER EROSION Ill EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 943.9 I---- SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONTROL BLANKET I 944 G 1I OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM .5 943.0 G (3:1 AND STEEPER SLOPES) I� 944.0 935.9 R 935.7 W0(1) I 935.5 7 WO 935.7 WO TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - 936. _ _ sNys 942 DENOTES WETLAND BUFFER MONUMENT -9401 15 y DENOTES EXISTING TREE TO BE REMOVED 940. STREET A E.O.F. �, / /// / \ \ \ CONSTRUCTION - - J, ,� - � DENOTES EXISTING TREE TO REMAIN 942 �I I I - ; � -,n L - - 40% "'- -----938 _ �p�^ / / \\ = 7.2 °' - 938 E=37. °; NI - - - �- - - - - DENOTES WETLAND FILL 'p / ai 942 - 0 42.i - �� - - - - =35.8 __-942- 42.6- - / 9 9 `9�3. �.�F- - = - 940 - - - - - -�, �- - - - - - -� 0 1 9 1 �- - - DENOTES WETLAND oo u 940.0 1 1` co 12 1 0 UO 1 942 1 1 I `o I 1 � rn� - - DENOTES WETLAND BUFFER 3 I 944 °' °' rn DND DENOTES DO NOT DISTURB O.F. I I 5 O 94\1.9 � �. 43 P. 4 935.4 935.3 R I� i I 0 �I \ I 943.4 1 943.3 G I G I �5 /tK II I 1 0 0) 1 1—, 1 1 7 j A- 6 1 KO o POND ACCESS ROUTE 936.0 R 42. 1 1 I II 0 P. 43.1- f- 9A2 - -3 L-- -- - -- 944.0 G / I - - - •�9 s M o� N • I I co' rn I I9�\ o9 940.� 2 5 L 94 N p � °,�� rndo- EROSION CONTROL NOTES: 2 do rn / rn • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE 00 9 L �� 9Q � - 6 0.60% % ; IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE - - o _ 8 - 2 / C) �\ 1 rn 938 MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN o' 942 i tx G \ / 1 ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED I 9� \ L-� 28 / / / AD 3S6 / / 942, ►►► „� i °� 32 - - - - - - - - - AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE \ O �, �� 1b \ , � � GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF w0 C14\G \\ fid' 3SS / / 943 0') 942 5 \ I I \ / 935.5 9 926 924 928 \ , ------ _ - N ��--- ---� r N -------N - - - -930 - - � / ossie - - / POST GRADING I'll EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS �- � I---- SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR I I I I I 944 G VARIATIONS FROM THE PLAN. OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM .5 943.0 G 943.5 G If 1 943 7 G 1 I� 944.0 E.O.F.WO 935.7 W0(1) I 935.5 7 WO 935.7 WO TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - 936. _ _ sNys 942 - -9401 - - 938 938 1936 935.7 936.0 935 R -933.50 CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 9 32� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE 93 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. �� dpi • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 0 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE ioc MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & >01 PONDS BELOW OUTLET ELEV. 0gGENERAL GRADING & DRAINAGE NOTES: \ �,/ / • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED - - 93p- / SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 934 o� • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT " O / HORIZONTAL SITE DIMENSIONS AND LAYOUT. I� 934 I Ele 930.7 (WES L00 / 0 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF - - - -930 - - \ / ossie - - / POST GRADING I'll EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 932 - 932 SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR UN`0 TEMPORARY DEWATERING E. - - / VARIATIONS FROM THE PLAN. OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM / � �� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POND BOTTOM=920.0 SILT FENCE (TYP.) SEWER AS NECESSARY - a Pv • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. POHl H J` TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - POH- - - - � _ __ ____ -,_ - _ _ sNys NVS / S _ NVS / co RE= 37.88 A \ g" U'I A�` �`• / C=929 ZI 8•, FV J- '�F •Q X. M s / WAT SAN ro R a / f SAN 08 \ SAN ).71__ yes \\ \ \ \ \ Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 08/01/17 City Comments - i��fj/ 09/22/17 City Comments - 6/y7y/ 02/19/18 Record Plans 05/02/18 Updated Plat Additions john Bender I • Date 05/02/18 Lio nse No. 43358 SAN NVS SAN Nes S N NbS AN NYSE NVS EX. MH -2 Ne RE=929.00 EX. MH -3 I -R-C-= 9�0 IE=910.72 IE=912.00 PVC I i 1 DedxnedL AM Prepared for: Checked: DJW Drawn: SFB Record Drawing by/date: JFM OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 11111111111!11111 i 1711!111 ADELAIDE , Vulzo.I)IV r (Latest Recision Dat665/02/1850' 0008463GDF01.dwg nDate: 05/19/17 sheet•. 5 OF 15 Grading, Drainage and Erosion Control Plan