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SEE SHEE I SEE VIEW LEFT
<br /> I
<br /> •• L HWL=895.0 / - o - - o o 00 fTl o w 2
<br /> I l B B HWL-896 6 r - 8 9 4 I sl ° � rev J
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<br /> N r O \�9 / ) SEW LF-897.8 I 01 - - - -
<br /> n oo of , ' ai / co N c So, / 1 i S E
<br /> d � -
<br /> cn rn �1 rn a, rn o, o rn rn rn o o /
<br /> L � 94.7 95.9 - -X S9 X X w 9g 3 9
<br /> 7 85.7 " " w 4' /w ���', w- - -89 w •-� w - - w 898 6�� w 6� y�g �� o N ` 895 2 I LO-901.5 r
<br /> <v w 5.60 6.40 w
<br /> I r
<br /> E.O.F. E.O.F. 4.60 • . . . 96.5 _ _ \ I �.� 901.0 � o� � II o
<br /> 86.38 . . . . .� �� . . . . � . .� . .
<br /> %> > 2.0 2 888 890 8 2 - E.O.F.I / = 4" �97.9 s�% c�cD f T1 oW� 28
<br /> 94 ; � \ I I Oil cD 0
<br /> .0%� - - p2 \ ; �2 1 66 J 6.48 97.9 �o
<br /> - � - - - � - % r- - - 1-5 90
<br /> 5.33 - - 1
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<br /> a. 86.5 - - - - - - I - - - 0.1491.0 1.65-95.5 1 �� 6.20Z 9 O - _- -�N - = - - - 1
<br /> ° ° o 01
<br /> / 7.74 88.94 I . . . . . . . $. . . . . . . . . . . . . . I 01 .2. . . . . . . . . .:�-
<br /> �1.1- 8�\} } 890.6 890.6 890.9 1 888.4 9o. 893.9 1 898.9 00. 1 -901.2 1 02. 1 962.7 quo.7 co r+�
<br /> } LO=891.1 LO=891.1 LO=891.4 1 LO=8 o.9 LO= 90.6 LO=892.8 1 0=894.4 1 LO=899.4 LO=900.6 LO=901.7 LO=902.7 L0= 03.2 - I L0= 04.2 ; f rn I
<br /> �E / , 8 g l 11 10 II 14 15 11 16 I `� 17 II 18 II - 9 � 1 20 1 ; Z X 1 � � a 1
<br /> 37.4 }} / E I I SE I I SE I SE 1 SE SE SE SSE I SE I �g SE 1 1 SE I2
<br /> w I I -q00_
<br /> •6 / LF=887 I = I = I = 11 = 1 1 1 • \ ' I I
<br /> } } G 890.E L 8 O86 G L =8 9 G 1 LF8 68.9 L 893 8 6 L =8 0 G LF /896 G L 898.9 G LF900.16.9 1 1 LF='$98.0 1 1 LF=8�3:0 LF= 9:5 1 LF=900.5 I / 1 O 1
<br /> 89G 9 1.2G 902.2G .7G 903.7G m <
<br /> ao rn 902 O O O O O O �
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<br /> 6+0o L p• 7+00 rj gg 8+00 g• 9+00 10+00 \G.B. 1 00 �� / 12+00 /- $�� 13+00 14+00 o 15+00 16 7 I 1 Do
<br /> O 1
<br /> 0.70% 88. 9 0.70% 88.5 0.70% 89.041. % 89.3 00% 210.8 { 5% 93 5 969 cfl 1.4 97.E 98.4 1.40% 99.8 7 00.9 1.00% O o
<br /> x � f� f f f - � o f o
<br /> 00 16 h AV NW\ 00 � o M � m90 o � � N � � �� 168th
<br /> - - - - - 00 - - T- - ; - - - - - � - - - � 4- - - - - - - - - - - .3 00.3 - - - - - - - -� J 9.40
<br /> 890 C�Q I � - I I � I
<br /> 89.5 891.6 G 1.6 G 892.3 G 894.2 G 896.4 G 4~/ \ I
<br /> I I 1 Or rc� car
<br /> LF=888. LF=B 4 L �889.1 LF=891.0 --LF=893.2 � -9 I / o I I
<br /> w 1" II / o (!) II o } 1 t° II o o • (�
<br /> / 00 0o po po O 4.3% Opp CO . J-
<br /> } r � SE C( SEWO I v' rnTA ) �� ! N �� rn O, o co Cn �o / j I I
<br /> �1 �� 5 890 oo rn �0 34 0°'0\ 1 1 133 ' :ioc°o I O oo�rj o o oo� fTl o� 21 �q ; 1 1
<br /> 4. N rn 0=888. 0=888. I LO=889.1 I LO=891.0 I IL
<br /> O=893.2 o cn I I I I N I �7-
<br /> 9 , �00 I 887.9 1 887.9 888.6 \ 1 1 890.5 1 892.7 OI ' o 7.96 I I- c)� - LLJ - - - - - - - - 9�1. - - - - - - -` � - - - - - - - - - - Ex. 1.8 1 1
<br /> - - - - - 51 fir► 50 \4g 48 47 4� 1 ~ � 7 1
<br /> car rc�
<br /> - - -
<br /> I O J - - -1 � - - J - _- - - - 888 �J,� l oou r r
<br /> 1 O / II 0 1 o II p I ' -1 TR U C 1 1 r _ _ N 0 o II 0D N N Oo II Oo O 4.s% �/I' 0 0o II O
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<br /> o 10D 1 O N - - -- - - - - - - ` - - - - VA - - -
<br /> 6 0° 00. d -U 00 00(D - - - - - - - - - - Ex.01.7
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<br /> 6.36
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<br /> w I CD (/) o00 , . c,I� ��k 00 CA I IN \ I O \ (D II �� z. 1 �rn m � c°oO
<br /> w - ° o0 00 00 Uj
<br /> - - - o. I Tl co• N 1 00 CA 1 �,oo �, I m o 2 I I co I
<br /> cn 60 0 - - - - - - 1 \ �, 3 I I N cn I RESTORE' ` \ .rn 0o 6 50
<br /> w I c" 1 _ J 97.8 1 `bo' I °�' I CPO EXISTING' 965 , 00 fESI�3RE
<br /> I �0 , J - - - I DRIVEWAY: 3�STING
<br /> E.O.F. - - - - - 4.75
<br /> N I .
<br /> 8 �# - - - - - - - - O C/) 00 0%
<br /> 8�8 80. I II cn cn 95. cD r °' \
<br /> A I II fTl oo� 4 rn 5. Ex. 1.9 I I DRIVEWAY -
<br /> F - - - - - \100P I 45 � - - - / 6.30
<br /> cn
<br /> r OUTLET=882.8 I o°° cn 00 a f o / r < _= •
<br /> �� INFILT:880.0 T� 90.5 _ J o �' , _ ro o E.O.F. / � /% �� . _ - z _ AVE.
<br /> / o
<br /> � ,
<br /> O o0 0D HWL=883.3 I I _ E.O.F. 0° I � II Oo r 1 / 1 - to 96.3 t to -
<br /> o j 0 m 00 00 5 5 = - 9 I. 88.9 .q 0 Cn oo II 00 4� ,� O } o rt oh oh �o -
<br /> �v B-B HWL=886.4 �- ° 0000 1 � t t t
<br /> T• r-
<br /> 00cn WET VOL.=4.402 AC*FT o <� d, I v mac° y e% O�
<br /> Z 1 89.4 STOR. VOL.=6.007 AC*FT _ _ �� ��, c� - °I o rn o 1 96.2
<br /> Q - - - _ _ _ _ \ �'� - - 0.73 95.5 O� /a' I 8.60 \ ` 00 � 6.00
<br /> J - E.O.F. 874 _ \ <-� - 4.80 9 - -
<br /> 'hie \ �<p 2% \ � 0 " - - - _ - Ex 3.1 \ � 67�Av N . W.
<br /> - - - - 878 \ cP �� �lL ��`� \ `9c�,d'cp�` /// �� - - - I / P,\ RELOCATE
<br /> z \ 44 0r�' \ �° �d' ,/, / 3 ' ST
<br /> o I • / �- g TI I d" ll '� o� 1 882 ` `� / ,� o893s ' 29 N a on � �0.6 56 i \b)00 , - �94 o� g� 2� 1 I 1 r
<br /> F00
<br /> P / / LO=897.7 -� �- ON
<br /> -4 1 7 95
<br /> f '' -1 i
<br /> g - - - - - - - 80.0 \4 � ' � � J1 <.c` ° \� 989R 1 9 E .02.2
<br /> • �� sr t ��
<br /> 1 I 185.0 ,`'� LF=897.7 I STORMWATER SETBACKS
<br /> I E.O.F. ,� , . cP�cP� i �0X9 Sx' 900.9 G _ r I/ U) 0 \ • IF
<br /> fTl II 0000 - y • '� �� �/ \9 O� a yhi1L 900 j (!) �o �`' LOW OPENING ELEVATIONS -
<br /> �� zz �� �57 / ..;�'� �� II �'� / k�'�° rn i - o �C)o o!" 2 �� HIGHEST OF
<br /> PO
<br /> O� _ _ •• ' �; 1 \ i < S o 00 oN I °' MINIMUM 3 FEET ABOVE HIGHEST
<br /> 00
<br /> �6 6• '� II :' / 1 ,l S 89� eioo i o - o� J .9.56 ANTICIPATED GROUNDWATER
<br /> • I /i / 1 �+ I 7+00 7 55 00L6
<br /> �. - - - - -
<br /> - _ J , /� , •t O / g 9 G.B. 1� - - - - - _ 49 TABLE.
<br /> -. . Ex'88. 8 ... ... ... . . . . . . . . . . . . . . . g8.43 99.3 2.00 ° 0.4
<br /> 9��9 / / 2 FEET ABOVE THE DESIGNATED
<br /> 4' �N �� " , .� / / I 8 I r 1 OR DESIGNED 100-YEAR FLOOD
<br /> 87.5 + 1 0
<br /> , � --- _ 8 - �F M r cD ELEVATION OR
<br /> EXISTING ' X �' �0 ���84 / / �8g�C / /� - - i - oo cno� Cn I �N 2-7
<br /> /
<br /> E.O.F. �`b ` �. ` F/�j l s. ° N oo fTl ' o
<br /> I cD c�v 1 FOOT ABOVE THE EMERGENCY
<br /> !r i �• • , I LF- 9.4 G I 901.0 G vt° w OVERFLOW.
<br /> WETLAND 8ss
<br /> C79 �4 S 2 LF=897.8 - - - J 0.77
<br /> �� - - I I `3 / / E�/�/p + 01 - - - - - - -
<br /> � WETLAND �: 41 / �/ i) SE o - Ex.00.7 BASIN ACCESS 8% SLOPE MAX. 0 25 50 100
<br /> HWL=882.9 it -'��• 5.25 I / �0_896 I 39 0 1 1
<br /> r B-B HWL=886.4 �• r �, :
<br /> 895.7 I LO=901.5
<br /> 85.86 901.0 O cfl r O o . GRAPHIC SCALE IN FEET
<br /> / / \ I (� C.o ;
<br /> r I ,. -- '•' Og 4 1 I 6.48�- 97.9 s�� CA c° m o� 2 8 I X
<br /> 0.10 - - - 1.66 - - - - __ - �o �. `01.45 INFILTRATION AREAS
<br /> l BENCH MARK
<br /> � � . � ��, � �\� �` i 7 •, O ° o �OI=� TOP UT OF HYDRANT T E QUAD
<br /> \ _ _ N RAN A N Q A
<br /> �Oi \ 7 ' :. . . . . .�� . . . . . . 89 . . . . . . . . . . . . . �� 01 2.. . .. . .�: - \� OF INTERSECTION OF NOWTHEN
<br /> /� � \\\ �� � ry / 0-)
<br /> I J Ex.00,8 BLVD. N.W. AND 167TH AVE. N.W.
<br /> 1 \ ( EL=890.48
<br /> /4' 0 �' / X'• g ( TOP NUT OF HYDRANT DIRECTLY
<br /> -900- � \ `T J NORTH OF INTERSECTION OF 167TH
<br /> AVE. N.W. AND COQUINA ST. N.W.
<br /> \ i 7 �. EL=901.06
<br /> Pli&NEE"R engineeringSEE VIEW RIGHT 00-E G-123o74-sHEET-GRAD
<br /> N
<br /> CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
<br /> Revisions
<br /> I hereby certify that this plan was prepared by /1,� Date NN 7� HARMONY FARMS
<br /> (651)68I-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim
<br /> Men Enterprise Drive me or under ce direct supervision and that I PRELIMINARY GRADING PLAN 5.11 30
<br /> Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF
<br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA
<br /> ©2023 Pioneer Engineering,P.A.
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