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CONNECT TO <br /> SEE VIEW RIGHT BROOKSIDE <br /> ELEMENTARY <br /> IIIII I CONCRETE SIDEWALK <br /> ° BROOKSIDE <br /> ELEMENTARY SCHOOL ;9 Q <br /> PT: 6+17.58 <br /> DEMO EXISTING <br /> PC: 1+67.40 <br /> o BITUMINOUS <br /> - - - <br /> t DRIVE <br /> t <br /> 6' WIDE CONCRETE 10' WIDE <br /> SIDEWALK 20' REAR SETBACK BITUMINOUS <br /> TRAIL <br /> r-------------� r-------------� r------------r <br /> I \\ \ X <br /> 1 ` \ 17 <br /> -7 <br /> 8 <br /> 10' WIDEg 13 BITUMINOUS I I I I <br /> �� ❑T ,� <br /> TRAIL <br /> 6 <br /> I I <br /> o 1 25' FRONT SETBAC <br /> ..: �.. a.. • ° <br /> CROSS SCHOOL m <br /> \: DW Yi ,/,,,0 <br /> +00 7+00 8+00 ? 9+00 - m 10+00 111&0 12+00 13+00 A I � "G <br /> 1 R50� x cn n m o GRADES. ( - 1- <br /> P � BOC AVEN W GRADING P/ ) 1� <br /> w 168th 168th AVE NW <br /> 1 20' CORNER SRTE T LIG T SR EET L GHT �'O. <br /> w �. <br /> o 1 5 \ / SETBACK Y YP. �' ------------- <br /> "-_---------- 0 (TY .) 25 FRON SET ACK ( ) 20' CORNER SETBACK <br /> z ------- ----------� x� Q <br /> m I I I C) <br /> _ SRTEET LIGHT F- Q I <br /> ° -_ ------ - I ' W m <br /> Q G <br /> L -- --_ -7 (TYP.) n L j <br /> 50 1 1 N <br /> F- Q 1 49 I I 48 47 wl w 34 <br /> . 52 w 33 <br /> w • <br /> �i <br /> + <br /> PC: 4+29.1 4 Z I //� a <br /> V 1 <br /> ° 4 N 01 L------------------J L------------- <br /> ^. - ------J 0 <br /> I I W t, <br /> + -------- \ �I <br /> --------- <br /> r- N <br /> • o I I \ I I I I I I I I I •�. I I <br /> � \ <br /> O - L ------J L--------------- L------------J PC: 1+67.40 <br /> { I � �----------� L-------------J 20 REAR SETBACK 0 t 1 1 <br /> w L------------J R20' - - - - - - 3 5 3 <br /> Lo �O 20' CORNER SETBACK BOC 53 I _ 0 <br /> NRLT=880 0_ _ <br /> p 168th A NW7 �� 10' WIDE <br /> 0 1 <br /> Z <br /> --------------- <br /> --- ----- BITUMINOUS <br /> o 0 1 � I 1+0o aD c� x � 2+00 2+35 , i -o - TRAIL i - <br /> • 22 - + ------------------ 46 -----------------� 1 F`Z------- -� r-------------� r � r------------- I <br /> C � ~� r �11 1 Y UI U <br /> = Q Q Q <br /> m 1 I m <br /> m <br /> + I LJ w l w <br /> U) N <br /> r z <br /> I __________________Cl) 1 SRTEET LIGHT 54 0oF -_- � <br /> 3 <br /> I I I I 13-P (TYP.) 1 W W I I 14 <br /> U• � O ------------� 6 ' 00O O. BWC <br /> I I <br /> 03 Lam; L-------- <br /> • �, 1 I I I I I 1 ' <br /> oN , SEE VIEW LEFT <br /> o C PC: 2+79.11 N w <br /> ------------- L----- _ <br /> 45 N R-1A MINIMUM STANDARDS <br /> 3 1�j I II r <br /> z J` � Uj MINIMUM DENSITY 2.5 UNITS/ACRE <br /> 1 ISLAND FORT RIGHT 8� 100P -"-"" w <br /> o OUTLET=882.8 I N WIDTH AT SETBACK: 80 <br /> p I TURN IN RIGHT TURN Y _------- "---" <br /> OUT ONLY Q 5 5 INFILT:880.0 I i ----- I ;- 3 WIDTH AT ROW: 45' <br /> LLJIHWL=883.3 <br /> L--_ ---_ -----I m z AREA: 10,000 SF <br /> o 1 B-B HWL=886.4 I \ 37 MINIMUM DEPTH 100' (130' ON PERIMETER) <br /> N Q LWET VOL.=4.402 AC*FT --- <br /> �____ _� __--- ---___ FRONT SETBACK: 25' <br /> z J ---- STOR. VOL.=6.007 AC*FT \ <br /> Z 1 1 z I � �- `� � ------ SIDE SETBACK: 5' <br /> Lv 0 CORNER SIDE SETBACK: 20' <br /> -------------------- 1 44 6�� \ 6' WIDE CONCRETE <br /> 2 z \ Rb \\ SIDEWALK --� __ REAR SETBACK: 20' <br /> SEE SHEET 1 N 0 _ <br /> 1 � � ` Q ' � SETBACK FROM ARTERIAL ROADWAY: 60' <br /> 4.20 FOR SETBACK FROM WETLAND: 16.5' <br /> 0 1 PRELIMINARI� Lv 5 6 / <br /> z ° TURN LANE LAN---------� I ,' ����w �1 <br /> ' ` 38 CURVE TABLE <br /> 1 - , <br /> 1 6' WIDE CONCRETE <br /> SIDEWALK �� 0+ L---- ----------J �� �, g ; 2C CURVE DELTA LENGTH RADIUS TANGENT PC PT <br /> 00 ------------------ ' <br /> m R4 1 // <� 43 i ROAD C1 90.36'45" 166.06 105.00 106.13 4+29.14 5+95.20 <br /> w i 1 I i / �//7i \ sX �__ CURVES <br /> SRTEET LIGHT <br /> oo -- - C2 90.00'00" 384.85 245.00 245.00 2+79.11 6+63.96 <br /> ,' � ,� <br /> 1 _ (TYP.) \ QD�L C3 43'10'43" 75.36 100.00 39.57 1+67.40 2+42.76 <br /> w \ / 57 _ -INFILT=880.0 T <br /> TRAIL C4 8914'34" 77.88 50.00 49.34 3+43.38 4+21.26 <br /> o - - r CURVES <br /> CD i I �/ \6+00 <br /> ° TEMP TURN 1 ► \ 42 C5 103.09'54" 45.01 25.00 31.52 5+17.10 5+62.11 <br /> rL------------J ----------- <br /> a AROUND - y - r C6 57.00'23" 9.95 10.00 5.43 6+07.63 6+17.58 <br /> r <br /> 1_ <br /> 41 ! INFILTRATION AREAS <br /> WETLAND <br /> I\ <br /> WETLAND I 40 + ® WETLAND BUFFER AREA <br /> �1 1 / / i i � <br /> o I <br /> HWL=882.9 <br /> B-B HWL-886.4 i i i i i WETLAND BUFFER SIGN: CITY TO <br /> � , , �N FURNISH, DEVELOPER TO INSTALL <br /> - / BENCH MARK <br /> �I TOP NUT OF HYDRANT AT NE QUAD <br /> --------------- L--------- <br /> \ \\ OF INTERSECTION OF NOWTHEN <br /> t / ' I BLVD. N.W. AND 167TH AVE. N.W. <br /> I \ \ <br /> I � / 0 25 50 100 EL=890.48 <br /> 1 i /•��� � `\. � . ' ' TOP NUT OF HYDRANT DIRECTLY <br /> NORTH OF INTERSECTION OF 167TH <br /> . GRAPHIC SCALE IN FEET AVE. <br /> N.W. AND COQUINA ST. N.W. <br /> P I�•NELRengin eerin <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 4.10 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 />