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SEE SHEE I SEE VIEW LEFT <br /> � I <br /> LP-3 I i r 27 <br /> HWL=895.0 <br /> B-B HWL=896.6 - <br /> 1 1 •• I 1 <br /> 40 + + L-- J <br /> 1 a L------------------J <br /> PC: 1+67.40 Q 6, <br /> 1 C, 39 <br /> d39 <br /> 1 00 <br /> / 0) <br /> 6' WIDE CONCRETE 10' WIDE 20' REAR SETBACK i i 28 <br /> SIDEWALK r -------------� -------- r ------ y. <br /> _____ ___ 20 REAR SETBACK BITUMINOUS - -----i -----J <br /> r - r- - TRAIL r r r <br /> rI -----�I rI ----- �I rI - --I I I I I I I I I I 1 I�' WIDE CONCRETE <br /> SIDEWALK I1 ' <br /> -------------------CD <br /> (� + <br /> 10 11 /� 13 14 5 16 17 18 19 20 <br /> 8 9 1L <br /> Ln JII L —JII II —J L— —J L— —JII IL--- JI IL JI IL— JI IL— JI L —JI IL— JI IL— — IL II I <br /> --J <br /> 25' FRONT ETBAC 25' FRONT S TBAC <br /> I � I <br /> a. <br /> a <br /> +00 7+00 8+00 n ? 9+00 .. m 10+00 11-60 12+00 13+00 14+00 0 15+00 .. ? m 16-18 07 <br /> LIJ <br /> 168th AVE NW 168th AVE NW ,� x s' <br /> U) ROW <br /> RURAL ROAD <br /> moo GN 20' CORNSETBACKER <br /> SRTE T LIG T SR EET L GHT �p�p, p SECTION. (SEE <br /> (TY .) 25' FRON SET ACK ( YP ) 20' CORNER SETBACK _ I Q QITY PLATE STR-6) <br /> ---- _ _ ----------------- <br /> ---- ---------- - <br /> Q r <br /> , m <br /> - -� r- -� �- -� c0 SRTEET LIGHT I z <br /> SRTEET LIGHT � Q TYP.) I <br /> � W I I I I I I I I I ml I I 1 <br /> (TYP.) (n ~ L j �( <br /> WI v <br /> r 51 50 49 1 1 48 1 1 47 wI Ld 34 21 5 2 Q Of 1 !V <br /> W LL 3 3 , 4 1 <br /> w 1 � + 1 1 �+ 1 2 GRAVEL <br /> Z I 'n 0 o SHOUL <br /> I I I (n \ / + <br /> N OI L -J L-------------------J L------------------J = <br /> ___---J 1 I I I I I I I I U I 1 /,\ o 115, <br /> 1 ' f III------------- l\ Q w ------------------� -- r----------- Y <br /> N U 2 ' <br /> \ j <br /> \ m b 15 E E <br /> 1 \ I L -----J L----- J L- J <br /> -----------J L-- -J 20' REAR SETBACK Q t LU <br /> -1 35 32 22 - <br /> I 1 1 1 � <br /> - - - INFILT=880.0_ _ ---- 0 w TEMPORARY <br /> CONSTRUCTION <br /> 1 1 <br /> o EASEMENT <br /> -+ L Y o Y A "i/ <br /> ---- 4 6 <br /> Y r -----------------� 1 �� -� a -----� . a <br /> UI Q QI d <br /> O I ILM� <br /> QI Q ml I o <br /> mI Im I <br /> LLJ „ w 54 II z N 31 `� 23 <br /> W CO I I �-- -------- ---------1 I I � I I <br /> _ � F- z 3 6 a i i ¢ Z SR EE I.C.HT Z <br /> N II -------------------- 1 O w w (T ) 1 f�E 1G1 1R1\/EWAYS <br /> w <br /> 1 1 �` AGESS :RURAL <br /> 00 <br /> N 60 L -----J <br /> L-------------------JI OCj — N N N ----------- <br /> N O Cl <br /> PC: 2+79.11 04 R W-------------------- <br /> � • 4 <br /> ---------------- <br /> °o 100P o o � =='.. `V F`. F" 167TH AVE. <br /> 1 o OUTLET=882.8 i __-- - . `I'%� ��1i. + <br /> a _----- �_ f�a y� �,v fo �fo f fo fo — <br /> 5 5 INFILT:880.0 _ __--- I 3 Q 4 <br /> o � � oh �i oh rt o - <br /> HWL=883.3 I `-- 3 24 - t t t t t t <br /> z LB-B HWL=886.4 I 37 B B -- -- - - --- - - - I- -I ----I -I <br /> Q WET VOL.=4.402 AC*FT __--- <br /> -------------J I STOR. VOL.=6.007 AC*FT --- \ ----__ ----� ° _ <br /> 44 L L <br /> � _______________� 1 I \ \ 6b� �\ 6' WIDE CONCRETE I 6' WIDE CONCRETE ° <br /> O R \\ SIDEWALK - r--_ SIDEWALK <br /> v k �� ,/ i ----_ Y LiJ — 9 9 9 9 9 9 <br /> 56 , / + <br /> 25 <br /> L•iJ 1 , O �� i m a <br /> ,\ j i U) (n <br /> �� <br /> L------------ --JI / _ \ 2 9 W L----------- <br /> L Q <br /> .00' ------------------ / <' 43 ;. . ; Of ---- R-1A MINIMUM STANDARDS: <br /> 1 / i i iOf z i----------- <br /> �� i v MINIMUM DENSITY 2.5 UNITS/ACRE <br /> xoo "` J -- - ----- J J' WIDTH AT SETBACK: 80' <br /> `8 SRTEET LIGHT N <br /> ' ` '� ', WIDTH AT ROW: 45' <br /> - _/' / � �� (TYP.) �D 26 AREA: 10 000 SF <br /> 57 - -INFILT=880.0- / tiT 30 ON PERIMETER) <br /> (� <br /> - MINIMUM DEPTH 100' (1 R <br /> � - - - - � , ' �T� \ -o SRTEET LIGHT ', FRONT SETBACK: 25' <br /> ` � 42 � �'.� 6;°p (TYP.) __� SIDE SETBACK: 5' <br /> -TEMP TURN -------- 1 l \ > _ 0 - ' 55 CORNER SIDE SETBACK: 20' <br /> --------- <br /> AROUND REAR SETBACK: 20' <br /> SETBACK FROM ARTERIAL ROADWAY: 60' <br /> SETBACK FROM WETLAND: 16.5' <br /> 27 <br /> 41 <br /> WETLAND „ 1 INFILTRATION AREAS <br /> I <br /> 1 � 1 L--- — � <br /> + <br /> - - WETLAND �1 i! i 40 i i c r------------------� 0 25 50 100 <br /> HWL=882.9 . 39 9 <br /> B-B HWL=886.4 <br /> WETLAND BUFFER AREA <br /> GRAPHIC SCALE IN FEET <br /> I i i i i 28 { WETLAND BUFFER SIGN: CITY TO <br /> 1 .ya 1 W <br /> FURNISH, DEVELOPER TO INSTALL <br /> L--------------------i L-------------J <br /> \ 9 <br /> BENCH MARK <br /> L------------------J TOP NUT OF HYDRANT AT NE QUAD <br /> OF INTERSECTION OF NOWTHEN <br /> BLVD. N.W. AND 167TH AVE. N.W. <br /> EL=890.48 <br /> TOP NUT OF HYDRANT DIRECTLY <br /> ' NORTH OF INTERSECTION OF 167TH <br /> , <br /> �/ I I I EL E901.06 AND COQUINA ST. N.W. <br /> P I�•NELRen ineerin SEE VIEW RIGHT <br /> 00-ENG-123074-SHEET-SITE <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)681-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim <br /> Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY SITE PLAN 4.11 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. <br />