Laserfiche WebLink
1 <br /> INV. ELEV 0I 0' <br /> / 11 .96233 LEGEND <br /> GRADE CHANNEL F-ATEND -�i <br /> TO MATCH CULVERT INVERT II -`J / ~ 1 PROJECT BOUNDARY I I <br /> ' -- - PROTECT EXIST. 1 1 / / / <br /> - -" - RD <br /> POWER POLE <br /> TONKAWA --�- �' HCSAH 135 r 1" = 80' (plotted 11"x17") _ <br /> •`v;� -co may, �` �\ yes � `` \ <br /> ® A EXIST. WETLAND A (2.98 ACRES) <br /> „ - <br /> PROTECT EXIST. ' ' 1 9ss IEG- r \ MCWO BUFFER SETBACK (20 FEET) <br /> /SURVEYMONUMENT <br /> / A 24^ CMP 1� <br /> INLET PROTECTION INV. ELEV. 962.76 1 t / THIN SPREAD AREA (1.60 ACRES) <br /> PROTECT EXIST. 'Y // q66' - (SEE DET <br /> SURVEY MONUMENT i i <br /> /� <br /> EXISTING CATCH BASINS <br /> APPROXIMATE LOCATION OF TEMPORARY B' / I 1 / /'• <br /> MATERIAL STOCKPILE AREA �� EXISTING MANHOLE (SAN) <br /> �� <br /> / '?�i� r / '/ ► .01 <br /> o;r ji4� EXISTING TELEPHONE PEDESTAL <br /> t /) c SILT FENCE <br /> /3r / 1/l11 <br /> (SEE DETAIL) r �,i!// <br /> TEMPORARY !I/T ! ti � A, ) / �., + a, _ ".. '. / EXISTING UTILITY POLE -�- <br /> CONSTRUCTION / I /Y �* k d�k� ,1� �/ / ' -% 'i wv <br /> ACCESS POINT ! 1 �. 'S.�. A Y .� , EXISTING WATER VALVE <br /> �... +� r '��EXIST COMPOST PILE TO BE REMOVED <br /> r v AND SLOPE STABILIZED VdTH EROSION <br /> V -i <br /> x j/ a / ► EXISTING WOODCHIP TRAIL <br /> 1 / y Y kP X,a '� CONTROL BLANKET,CLASS IV,220 S.Y. i • �• <br /> / y'\��'S�ky o / F <br /> A (TO REMAIN IN PLACE) <br /> p (' .1V�h k C�- c 10" PVC <br /> INV, ELEV. 966.52 10"f PVC ' i / PROPOSED WOODCHIP TRAIL <br /> _4 / / <br /> / � INV. ELEV. 976.90 <br /> H // /� //�',� EXISTING CONTOUR <br /> PROTECT EXIST. / u <br /> POWER POLE T -/�' j <br /> / --� EXISTING INDEX CONTOUR -------06'------- <br /> �t / PROTECT EXIST.CULVERT <br /> I AND OUTLET PROTECTION <br /> Z / / /� EASEMENT UNE - - - - - - - - <br /> 24" CM INLET PROTECTION + 0�1 y, <br /> INV. ELEV. 962.46 O ' (SEE DETAIL) -**A <br /> 1 :� <br /> y' I / S /• A'` ,' PROTECT EXIST.CULVERT ;/ ,' STORM CULVERT <br /> 1 l n335 / /"AND PLACE 6-INCHES OF FILL /1 i OVER EXPOSED PVC PIPE EXISTING UNDERGROUND WATER N <br /> / <br /> L Y� y O ' I ) / i 10^ PVC ' /! i ) G <br /> ! R I J , I / INV. ELEV. 967.83 <br /> EXISTING UNDERGROUND GAS <br /> 970 1 '"sy 1 I \ /\ 4 S ' EUG <br /> \ EXISTING UNDERGROUND ELECTRIC <br /> 24^ CMP g O / / / 1 l \ r ruG <br /> INV. ELEV. 962.42 EXISTING UNDERGROUND TELEPHONE/ / ( /• / / / �9,p� C+ / / y i f ( \ � <br /> / 24" CPP' �'in ! ,) /�,///l _\ EXISTING OVERHEAD ELECTRIC EOH <br /> INV. ELEV. 974.31 <br /> ' EXIST. SURVEY MONUMENT • <br /> Sol# ' � PROTECT EXIST. <br /> �I .� / =/ PROPOSED GROUND SPOT ELEVATION <br /> _ _-,/ � , _ � '� SURVEY MONUMENT %��4 <br /> GRADE CHANNEL E AT END I \ ,,., -' �' ' i - / PROPOSED SILT FENCE <br /> TO MATCH CULVERT INVERT <br /> �00 24" CPP PROPOSED LAND COVER: <br /> -, --- PROTECT EXIST i' INV. ELEV 983.90 ; <br /> SURVEY MONUMENT -_ =_= -'18^ CMp GENERALIZED CROSS SECTION B - B' ENHANCED UPLAND FOREST (2.07 ACRES) 0 <br /> __INV. ELEV. 987.69 NOT TO SCALE ENHANCED LOWLAND FOREST (0.82 ACRES) 0 <br /> MAX.ELEV OF THIN SPREAD <br /> PROTECT EXIST.CULVERT- HYDRIC SOIL:964.5 FT. AI[TO BE DESIGNED BY OTHERS <br /> . �\ItII `b RAIN GARDEN (0.05 ACRES) 0 <br /> v � ;� <br /> \U\\I\\�1`•''„ 1 I INSTALL CLASS II RIPRAP 7 I I '- 4^PYO /' ��^ �QEMS T?GRADEFOR OUTLET PROTECTION ( ' •�� ��� y / WET MEADOW WET MEADOW WET MEADOW 2.14 ACRES0.1 C.Y. i /- WL-962.7 ( ) <br /> -•\j111111 M I I ^,• 1 / ) / �' THIN-SPREAD HYDRIC SOIL <br /> / - INV-961.6 DEEP MARSH (0.50 ACRES) 0 <br /> SIN I ! / 4' PVC 1 (_1 FT.THICK),TYP. <br /> 11 III I<, I 10" HDPE Y / INV. ELEV. 985.37 - - I <br /> /Ililll(R Q 1 // EXIST.GROUND ELEV.=963.3 !�SL PE, WETLAND EDGE PLANTING (0.08 ACRES) O <br /> ill I INV. ELEV. 984.38 � y� 2' <br /> 2.5:1TYPIICAL FLOW DIRECTION <br /> III / PROTECT EXIST.CULVERT <br /> llJlt�rllit ' I i / <br /> GENERALIZED CROSS SECTION A -A' <br /> \ <br /> -,,ti !� NOT TO SCALE <br /> T <br /> DEEP MARSH• ,SWALE , MAX.ELEV OF THIN SPREAD 5 4'DEEP CUT BELOW <br /> PNT x r PNT x Y PINT x r WETLAND BOUNDARY HYDRIC SOIL:964.5 FT. EXIST.GRADE <br /> A 437492.06 164703.73 I 437676.50 164526.34 Q 437729.24 164567.18 TONKAWA RD. (ELEV-966 FT.) (DEEP MARSH) <br /> SUMMARY OF EXCAVATION B 437529.81 164698.49 1 437692.94 164522.82 R 437720.41 164618.41 ---- WET MEADOW <br /> 1. TOTAL EXCAVATION 2,588 CY C 437559.14 164725.90 K 437719.10 164456.01 5 437699.44 164643.49 ---------962,7 <br /> 2. HAUL OFF-SITE 807 CY <br /> D 437582.18 1EXIST.GROUND ELEV.g 963.3 <br /> 64683.33 L 437707.93 164381.50 T 437667.24 164659.84 INV-959.3 <br /> 3. THIN RE-SPREAD MATERIAL 2,048 CY E 437621.41 164639.84 M 437729.50 164411.42 u 437640.11 164704.00 THIN-SPREAD HYDRIC SOIL <br /> 7 <br /> F 437623,30 164601.43 N 437725.72 164441.44 V 437605.15 164750.73 (5 1 FT.THICK) <br /> W/ASSUMED 15%EXPANSION -2.5:1 SLOPE, VARIES <br /> G 437630.66 164568.97 O 437740.80 164451.96 W 437580.50 164756.88 WETLAND BOUNDARY <br /> H 437653.15 1 164539.54 1 P 1 437752.84 1 164470.76 1 TYPICAL 17.6-81 (ELEV=966 F1.) <br /> NOTE:POINTS A-C 8 L-N ARE CENTERLINE OF CHANNEL COORDINATES <br /> HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME <br /> DRAWN BY: EMK JOB DATE. 8/13/2014 N0. DATE BY REVISION DESCRIPTION SHEET N0. <br /> OR UNDER MY DIRECT SUPERVISIIXI AND THAT IAMADULY LICENSED PROFESSIONAL ��� - >1 APPLIED ® FINAL DESIGN SUBMITTAL <br /> APPROVED: DMN, OM JOB NUMBER: 12-0975 ENGINEER UNDER THE LAWSOFTHESTATE OFMINNESOTA. NELSONRESTORATION DESIGN <br /> E ECOLOGICAL 3.0 <br /> CAD DATE: s/1s/1+ 51GNATURE. bull <br /> ASERVICES, INC. HRGreen ORONO, MINNESOTA PROPOSED RESTORATION PLAN <br /> DA <br /> CAD FILE: 120975c*t2O14O8I3-R*wLdw9 TE:W15rz014 Daniel Mielke REG.NO. bu <br />