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<br /> _ VVASHING7.ON
<br /> GRADING & EROSION CONTROL LEGEND
<br /> _ PROPERTY LINE
<br /> R EG - _ _ -
<br /> \ 18"RCP (gggN IUq - _ -960- - - - - - PROPOSED CONTOURS (MAJOR)
<br /> �ONEDg RAI _ - - - - -964 - - - - - - PROPOSED CONTOURS MINOR
<br /> �► \ 0G �RLIN �RO ( ) 3701 WAYZATA BOULEVARD
<br /> GTON NO A D
<br /> EX. STTM�i-I NORTH A TH
<br /> SUITE 100
<br /> - RN RAILOR/7-y EXISTING CONTOURS (MAJOR) E L 1 - 1
<br /> RIM=934.8 � ��� � ROq�) EXISTING CONTOURS (MINOR) MINN APO IS, MN 554 6 379
<br /> INV=929.7(E) PH: 763-475-0010
<br /> / - ?g4� - _ - - www.srfconsulting.com
<br /> 813.56 PROPOSED SPOT ELEVATION
<br /> - TC = TOP OF CURB PREPARED FOR
<br /> _ NM 4.46 18"RCP HP/LP = HIGH/LOW POINT �7 � \ �
<br /> 934.56 » 934.51 � -
<br /> ' •' ' � _' 9 4.39 ~ EX. CB EDX --DECK
<br /> EL EXISTING ELEVATION
<br /> ELEV. /
<br /> _ \ „ properties
<br /> BW/TC935.22 - - - - - - - - - - - - - - -9-a4 �� __ _-» RIM=932.4
<br /> 934.7 ' - �`�'`��� E M 9X. B 3.5 INV=927.1 ± = MATCH EXISTING, FIELD VERIFY
<br /> TW 935.79 /I r - F ' -"� NV_ - BW/TW = FINISHED GRADE AT DENNIS PROPERTIES
<br /> II /}1 ' 19 ae3.60 - - - D 'V� EX. CB LOW/HIGH SIDE OF WALL (DOES 2214 FIFTH STREET, UNIT 3,
<br /> _ NOT INCLUDE BURIED WALL OR CAP) WHITE BEAR LAKE, MN 55110
<br /> 934`.2Q_E`� CB - � RIM=932.8
<br /> BW/TC 935.10- RIM-� 45. 93.6 �+ -�uc� - - - - - - - - - - - \ -` - - - - - - - 651-247-7007
<br /> - - - - - - - EMERGENCY OVERFLOW
<br /> TW936.45 � 4 = _ - � � 944.50 EOF
<br /> 932.5� 932. _ \� \ \ � u_ EX. CB U. _
<br /> �� ` 933. 7 * - - \ 9 0' VER - 7 -obi NIV-928.1 PROPOSED SURFACE SLOPE PROJECT
<br /> a / / 932/57 933.33 L0 _` �\ �1 -uc - _ _ - EX. 3�
<br /> 49% / 932.99 -f 934.45 f934.18 ` �- 'u_°uc - - - - - - _ RIM=932.1 SILT FENCE
<br /> TW 936.00 77
<br /> � 45 -
<br /> BW/TC 934.76 / - / UG
<br /> 933.41 �4.15 ♦ 34.1 '
<br /> 1 ♦ �,♦ 934.60 934.61 z
<br /> / I / N � ,. �°=°G-! BALE DITCH CHECK
<br /> 934.26 1 0 1 I 93 88 ",rd�d a„ 934.70 934.63 93 .00
<br /> I / ~
<br /> / / j� 1 `L ► / 34. 0 /� 0 934.27 - _ ` °u-ouuc��� - ' _000000000000000 - BIO ROLL W
<br /> W 4 7% 935.28 W /
<br /> 11 / _ 3I ° z.o ti o .88 M 5. 1 934.10 0� / f W
<br /> / 1 5 /� * ° 93�40 93 $ f s / r ti
<br /> / % / ` '1 "' / ✓ I $80 1 934.58 / 933. 5 �. ou \ 16 oF
<br /> INLET PROTECTION
<br /> i I 934.64 934.44 ` 00 00 00 00 00 ROCK CONSTRUCTION ENTRANCE _
<br /> 32.27 93 b I 935.5 1.1% 935.50 1 ' o q5 33.2 0,5 0 0 ERF M
<br /> 932.50 1 I 934.60 F E =I935.50 S W B U I L I N G / 3 64 w o i ^�
<br /> � � j 935.43 1 / �� � � Q0
<br /> 935.50 • • 34. 7 4 1934` , 932.92 ' i 933.38 i \ / .8�6 935.40 I 935.35 � o / �
<br /> % I 935.50 934.88 935.45 1 1 - -_ ��' 11
<br /> cc - - - - \ 1RIP-RAP
<br /> 32.97 -I _ _ ,\ = 9 5.50 F E - 935.50 1 ' \\ / �N 9 4.31 934. 2 ` ` ` 934.20 1
<br /> // it 931.94 ` ° 934 67 934.44 1 . 1 935.28 9 4.53 ` \ I _ i
<br /> - 1 I 2 � o ' 933.98 STORM SEWER (SEE UTILITY PLAN)
<br /> / x I\ �n ` + I, �� 934. 06 ' \ -4.1% I o l0
<br /> - 932-50- /r\ 1 932.719 ! 93 �' I A 93 �� \ \ I o �j 1 �� - �� DRAIN TILE (SEE UTILITY PLAN) -
<br /> // - = - N _ _ _ \ !o. i I 935.2 35.35 NW B U I L I N G \ I m o/ Q
<br /> / 93 . 932.0 / t_ _ �� , _
<br /> � _ � 1 t � \` � RETAINING WALL
<br /> I - ~ N 934.81` - _ _ _ _ FFE - 93 35 10� 34.34
<br /> 934.1� _ _ - TIP-OUT GUTTER Ur
<br /> 932.00 _ - 931� / 4 1 . o / / a
<br /> 1 =
<br /> 9 1.5 / 931.88 I / 14.2 .25 s s.oi \ / / 1 - OVERFLOW ROUTE 0.5% MIN. SLOPE
<br /> / a 934. 9 FE _ ( )
<br /> / i i - - F 935.35 1 - - '3 ° �. LL
<br /> _ ° - - - - - - - -
<br /> �32.50 I
<br /> 9 i _ 931.85 / / 934.80 g34.80 / _ ® \ -0 , / 4 _ LIMITS OF DISTURBANCE
<br /> 933.04 934.�5 _ - M l' W
<br /> 9� -5 _ _�� / 933.1 /'1 /_ 934.60 / _ - _ _ J k\ \_ 935.25 i� / Im o O 00
<br /> _ I I °' z
<br /> 932.0 / 934 - - ° .61 i - - - " 0 1_I�� I 1 IBC M
<br /> 3 .20 ► �� ��' -o.si / 1' FFE - 934.80 - - - \ a / 1 U-I TW 932.40� TW 2. 'a '/�� / I - - _ S E�U I L D I N G 934.80 = _ N a 1 / < I I x I II ' FM
<br /> O O
<br /> u 9 % 34.60 • % 1 \ �� ` 934. \ ,1 93 l�\ - I'' Ln
<br /> ,,,rt - FFE = 934.8(�
<br /> BW9 ,:,^� BUILD _ \ \ , - _ =
<br /> o �I I �/� /� [; �� - - - �' .�• 934.60D _3 �S. / o ��� / s I j Q z
<br /> I� I \ ' C
<br /> Ln
<br /> �� 934.80 D 934.80 D \ OV \ �y34 _ \ 933.70 �, oo _ X�X ' G
<br /> v ,c O -� / _ V--�
<br /> v Zg n�l i irk l h /r 1/ V C
<br /> 1r, ;.,.;-; ri I
<br /> FF€=9�4.80 933.21 \ ♦ � / , 93��6 � �� \ �.
<br /> g 9�(� 929 1 -U!!1�1�I�IA�Ai!il/ IN
<br /> 934.80 D - = - I \\
<br /> 3� t���i���/,�in,��/ , - v � 931.68 �I
<br /> ������i���! 929.8 (EX) �% _ 3 \ N \ 33. 0 V� I X -
<br /> sy `. 934.80(D) '� fl I� \� 3 3°I° `� O
<br /> DECK TYP. 934.80 D ,, w ' I . 933.75 D �\ 933. / ( \ / > _ Q
<br /> 927. 932.0 ♦ ( ) 929.0(EX) o _ z =
<br /> � �� ,� 111111 I IIIIIIIII �► .l,i��, ;- -
<br /> X _
<br /> x_ �
<br /> EDGE OF ICE MEASURED ON FLOOD PLAIN 928.651 ►� ' . �i' ., - - �3 0 - / 93 s4 1 - _ _ - -
<br /> 12-05-19 � � � 934.80 D \ / / � CERTIFICATION
<br /> ILDING 2\ 93 �
<br /> EGG LAKE 934.80(D) i 5 9�3.10 ,VQ I hereby certify that this plan, specification, or
<br /> ICE ELEVATION - OHWL EDGE OF DELINEATED - - �� \
<br /> 926.651 FLOODPLAIN FILL AREA OWHL 926.651 928.3 (Ex) \ \ \ °' I �_ / x 4 report was prepared by me or under my direct
<br /> WETLAND 934.80 D \ \�33.75 \ g 4 , -931.47 I / supervision and that I am a duly Licensed
<br /> (TOTAL = 3,100 C.F.) � "o FF yr5, \ Professional Engineer under the laws of the
<br /> 934.80(D) 934.80 D ! C 3.� _ I State of Minnesota.
<br /> 933.25-. 931170
<br /> DOCKMEM GRADES TO MATCH EXISTING BETWEEN 928.0(EX) L \ \\ \ - 931.60 -931.85 lv x
<br /> BUILDING WALL (EXPOSED FOUNDATION) ,� \ \ 932.41 \ I I /
<br /> (ELEVATION 934.80(D) � ,�II'I�I ,,,� \� � y � �. � I
<br /> AND WETLAND LINE. MINIMIZE 927.3 (Ex) ��11I���lh vv v� v ��° 9 •76�, I x
<br /> VARIABLE) BUILDING ROOF STORMWATER DISTURBANCE FOR FOUNDATION WALL 933.75 D \ \ \ 931. 5 I Signature Name:
<br /> TO SURFACE DRAIN TO CONSTRUCTION AND USE TEMPORARY NO PERMANENT IMPACTS WITHIN �, \ 932�70 2.00 I MICHAEL C. AARON
<br /> PERMEABLE PAVEMENT, VIA MATS FOR ACCESS ROUTE, PRIMARILY IN WETLAND AREA. MINIMIZE DISTURBANCE 933.75 (D) ` \ \ N. /' 11 I v Print Name:
<br /> DOWNSPOUTS FOR DECK/DOCK CONSTRUCTION AND USE 929.0(EX) �l \ 932.70- `' I I Date: XXXXX Lic. No.: 25721
<br /> WETLAND AREAS. (TYP.) FFE 9`32.70 933
<br /> DOCK TEMPORARY MATS FOR ACCESS ROUTE, �� \�
<br /> 934.80 D PRIMARILY IN WETLAND AREAS. (TYP.) \ \\\ ,( /♦ 2.31 \ 931.25 I v' ISSUE RECORD
<br /> 933.75 D I � �[ �\\ / / � � \ I N0. DATE DESCRIPTION
<br /> \\ I \
<br /> REMOVE (CUT) VEGETATION I \ \ � \
<br /> 0 10-22-2021 CITY SUBMITTAL
<br /> ABOVE WATERLINE ALONG 932.70 D \ \ �� �� \I \\ \ I 1 03-18-2022 CITY RESUBMITTAL
<br /> 50'+/- WIDE CORRIDOR �� �\ / \ \ \\ / \ v E .
<br /> AT EACH DOCK 932.70 (D) \ I\ RIM
<br /> -
<br /> AT (EX)
<br /> 931.79 1 31.35 \ �� \ I N V
<br /> 932.70 D ` `.\\ 931.5 I \S \` / \\\ \ J N V
<br /> 932.26 D PAW 92�5�0 ! 1 931\24 \ \ \\ \ I > SILT
<br /> T 93z�. ♦ i \ \ \ I 1 CO
<br /> g 6 \ - -
<br /> v
<br /> T 14 ` 91J 17 930.85� 15TR�P-
<br /> BW o
<br /> DOCK \
<br /> (ELEVATION e - \ t 11 I IIM° I dp \\ \ "I �/ ® - - - - PROJECT INFO
<br /> VARIABLE) I T � Ig �, \ \ \ « DRAWN: N. SCHAUFENBUEL
<br /> 1 111 rl \ \ I `� DESIGNED: N. SCHAUFENBUEL
<br /> \ I I ( 11 � I \ z`z
<br /> CHECKED: P. SCHROEDER
<br /> CP � uc - - PROJECT NO: 14356.00
<br /> o �-o� ) �u - o a- SHEETTITLE
<br /> ��
<br /> \ 00\\ II E `° OVERALL -
<br /> APPROX. N RIM
<br /> / \ of PowE ° 4.9 INv GRADING PLAN
<br /> I�^� «� WITH GUY IR
<br /> ROX. LOCATION OF
<br /> RM MH SHEET
<br /> -0_ - - FN\45) d27.57(PEtCFLAN)
<br /> f�&C ALE F ft NEE RT
<br /> CIO
<br /> THIS �CQAT_"
<br /> 12"RCP PIPE BENDS
<br />
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