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7.b 2c Woolford CSG site plan, landscaping, vertical sketch REDUCE...C 0 E E Ce H 1 © 2017 Westwood Professional Services, Inc. 2 VNrooiford 1 MW -AC Solar 3 0 91 0 7 C:ommUnity S olar Garden Array Project Washington County, Minnesota Civil Permitting Plans Project Contact Information Dwg. No. Consultant Company Name Phone No. Developer Minnesota Solar Connection Andy Melka (651)-560-0131 Civil Engineer Westwood Matt Gaarder (952)-906-7416 Data Set Information Base File File Name Provider Date PV Array 0011629—WOOLFORD PVSITE.dwg Westwood 03/28/2017 Topo 0011630DTM.dwg MN Lidar 04/07/2017 T% • 1 1 A Leval Descrivtion THAT PART OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 32 NORTH, RANGE 20 WEST THAT LIES NORTH OF THE SOUTH 1812 FEET THEREOF; EXCEPT THAT PART TAKEN FOR ROADS AND EXCEPT THAT PART LYING WESTERLY OF COUNTY ROAD 15, WASHINGTON COUNTY, MINNESOTA. SOURCE: MAP DATA ©2017 GOOGLE (NOT TO SCALE) TT• • ad 1 A SOURCE: MAP DATA ©2017 GOOGLE (NOT TO SCALE) Prot Description 1 MW—AC Single—Axis Tracker Solar Project Sheet Index Dwg. No. Access Road Centerline Length Sheet Title T.100 Cover Sheet C.100 Overall Site Plan C.101 Existing Conditions C.102 Civil Site Plan C.103 Drains e Plan C.200 Construction Details Project Quantities Item Quantity Access Road Centerline Length 466 LF Permanent Security Fence Length 2283 LF 20' Gate 1 EA. Silt Fence Length 2075 LF. Class II Riprap 16 CY Earthwork Item Cut Fill Site Grading 392.06 CY 360.28 CY IMPORT= 0 CY QUANTITIES SHOWN ARE IN—PLACE ESTIMATES NO SHRINK OR SWELL IS ASSUMED NO GROUND LOSS IS INCLUDED NO TRENCH SPOILS ARE INCLUDED NO TOPSOIL STRIPPING INCLUDED Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. P"4941 MPG Checked: ADC Drawn: JAM Record Drawing by/date- Revisions: # DATE DESCRIPTION Prepared for: MINNESOTA V. SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington county, Minnesota Cover Issued for Permit Date: 05/16/2017 Drawing No: T.100 0011629CVF01.dwg 1 © 2017 Westwood Professional Services, Inc. I C 0 E F EN H 0 CL 2 3 --------------------- Y-_1 P—POH P—POH Q's - J - -------------------------------------- ............................ ..� ............... ' ...............� r� oP ............................ CL . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . 0 5 V4E—���fNFE�EPNEENEF'dEF'�F�dFENEPEE�AJV ��� �PF�FFEFFN_E_E�EF�FEhFEhFFEEEb_, 0 'E N --CE \ – F SF SFSIF —SF--SF--- EXISTING SF EXISTING NWI • WETLAND LINES .� �.-.'.�.-.'.• ......... .'.'.- .'.'.-.'.'....� / -••-••-••••-•-••••-•-•••••••••••••- . ... ... ...... ...... ...... ... ............... .-.•.-.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,11114'0ii` 7 LEGEND & ABBREVIATIONS POH -I - 340 341 —SF- --------------- --------------- EX. GENERAL NOTE: EX. NWI WETLAND LINE EX. NWI WETLAND BUFFER LINE EX. RIGHT—OF—WAY LINE EX. FENCE LINE EX. OVERHEAD POWERLINE EX. WATER LINE EX. INDEX CONTOUR LINE EX. INTERVAL CONTOUR LINE EX. PAVED ROAD EX. GRAVEL ROAD PROPOSED SECURITY FENCE LINE PROPOSED SETBACK LINE PROPOSED SILT FENCE LINE PROPOSED ACCESS ROAD PROPOSED PARCEL LINE PROPOSED SOLAR ARRAY EXISTING 1. ALL PROPOSED CABLE FROM PANELS TO INVERTERS AND INVERTERS TO METER ARE PROPOSED TO BE UNDERGROUND. Bull&mg Setbacks East — Rear Yard 75' North — Side Yard 75' Wetland Setback 75' Per Washington County Zoning Ordinance, Zone — UTC Urban Transition Reserve 0' 75' 150' 225' Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: im Checked: ADC Drawn: Record Drawing by/date- Revisions: # DATE DESCRIPTION Prepared for: MINNESOTA V." SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 JAM Woolford Community Solar Garden Washington county, Minnesota Overall Site Plan Issued for Permit Date: 05/16/2017 Drawing No: C.100 0011629SPF01.dwg I 0 C 0 E E Ce H 1 2 3 4 5 6 7 8 © 2017 Westwood Professional Services, Inc. LEGEND & ABBREVIATIONS EX. PROJECT BOUNDARY LINE EX. SECTION LINE EX. EASEMENT LINE 340 EX. INDEX CONTOUR LINE 341 EX. INTERVAL CONTOUR LINE EXISTING RESIDENCE EX. PAVED ROAD EX. GRAVEL ROAD I EX. NWI WETLAND II EXISTING NIM WETLAND ` • ••• • EX. GROUND SLOPE 1.97% I ( EX. SOIL BOUNDARY LINE t =' - PROJECT LEASE LINE EX. Iu T ------------------------------- i EXISTING � o ' I 132B ► 169B I F=-�'----------------- -- - \ 5.21% I 1 1 ♦� \� ��-------------- - — — — — — -- ------------------` I 1 \ �\-------- — - --- - --- t—T I----- ` x ' 411 I l � �,- ^off � `/...•.•.-. �. �—�-r=—r.—) ♦ - � ��� '� � 1 �......-........ i N . . . . . . . . . . . . . r] ..............:; \3C 1-.1.'.'.'.'.'...'.'...'.'.'.'.'.'.....:� - '.'. ♦ EXISTING NW ....................... Z . ......... 75 ............ ........ .................. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '-.v- . •� ..............................., � .. ...... ..........................j... ..... ...-.'.'...'.-.'.'.-.-.'.-.-.'.-.-.'.- 41 . -.'.-.-.-.-.- - - . . . . . . . . . . . 41 OVA =— ----- �1 I EXISTING I I - II —=x ----x —x X——A —z X—� -/ LEASE BOUNDARY , ... ♦ .\ �..�..' . .,._.'.,.,.: OA I ..............................'.,........ •� _ . _ _ .� .,�.... . ................... 1055 ................. { ................. . /�.'.'..'.'..'.'. .'.'. ... I '. .'.'. .'.'.'.'.'. .'.'. .'.'. .'.'. .'.'. .'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.� _J Existing Land Use of Project Area Agriculture 100% *From USDA—NRCS 0' 75' 150' 225' Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: im Checked: ADC Drawn: Record Drawing by/date: Revisions # DATE DESCRIPTION Prepared for: M I ISI N ET V. SOLAR CONNECTION WIF 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 JAM Woolford Community Solar Garden Washington county, Minnesota Existing Conditions Issued for Permit Date: 05/16/2017 Drawing No: C.101 0011629EXF01.dwg Site Soil Description 132B — Hayden fine sandy loam, 2%-6% Slope 61.93% 132C — Hayden fine sandy loam, 6%-12% Slope 8.20% 169B — Braham loamy fine sand, 1%-6% Slope 18.02% 1055 — Aquolls and Histosols, ponded 5.19% 75 — Bluffton loam 6.56% *From USDA—NRCS 0' 75' 150' 225' Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: im Checked: ADC Drawn: Record Drawing by/date: Revisions # DATE DESCRIPTION Prepared for: M I ISI N ET V. SOLAR CONNECTION WIF 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 JAM Woolford Community Solar Garden Washington county, Minnesota Existing Conditions Issued for Permit Date: 05/16/2017 Drawing No: C.101 0011629EXF01.dwg ® 2017 0 C °I> F C H z HI — ----- — — — —- -------- — ----- -- 3 4 o� 1 l C l � I vl PROPOSED JUNCTION 7 , BOX LOCATION --< _------ PROPOSED POWER \ OVERHEAD LINELO /a >-4 I . ......... .... \ I !...... \ I ... ....o... . o...... .�- ... ..�.......... ..� I I I . ---- --- - ---- ---- ---- ---- - - - - - -- -- --\ EXISTING NWI WETLAND LINE --% --------- - - - - -- - .- �\ LEGEND & ABBREVIATIONS GENERAL NOTES: 340 EX. INDEX CONTOUR LINE 1. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL DEVICES 341 EX. INTERVAL CONTOUR LINE PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES. EX. PAVED ROAD 2. SITE PREPARATION OUTSIDE OF WETLAND AREA EX. GRAVEL ROAD INCLUDES BUT IS NOT LIMITED TO ............................. CLEARING GRUBBING, MINOR GRADING, ............................EX. NWI WETLAND LINE COMPACTION, MOWING OF VEGETATION, AND PROJECT LEASE LINE RESTABILIZATION OF DISTURBED AREA. x x PROPOSED SECURITY FENCE LINE PROPOSED SETBACK LINE 3. INTERNAL ROADS WILL BE CONSTRUCTED TO MATCH THE SURROUNDING EXISTING GROUND SF PROPOSED SILT FENCE LINE ELEVATIONS TO ALLOW EXISTING DRAINAGE ______________- PROPOSED ACCESS ROAD PATTERNS TO PERSIST. --------------- _340— PROPOSED INDEX CONTOUR LINE 4. BASINS SHOWN HAVE BEEN DESIGNED TO MEET 341 PROPOSED INTERVAL CONTOUR LINE THE REQUIREMENTS SET FORTH BY THE MINNESOTA POLLUTION CONTROL AGENCY. GL PROPOSED GRADING LIMIT LINE ■ ■ PROPOSED BERM LINE 5. OVERALL DRAINAGE PATTERNS WILL NOT BE ALTERED WITH SOLAR DEVELOPMENT. PROPOSED SOLAR ARRAY 6. THE GROUND BENEATH THE RAISED SOLAR PROPOSED TOP OF WATER SURFACE PANELS ALLOWS RUNOFF TO INFILTRATE, THE AREA BENEATH THE PANELS IS NOT EX. EXISTING CONSIDERED IMPERVIOUS. 7. ALL PROPOSED CABLE FROM PANELS TO INVERTERS AND INVERTERS TO METER ARE PROPOSED TO BE UNDERGROUND. 5 6 i 1 8 J U N PROPOSED BERM PROPOSED BASIN OUTLET 4' WIDE TOP 4' WIDE, 10' LONG _ TOP OF BERM EL.: 964.50 `t OUTLET EL: 964.0001 1 \ 65 ILL. TH I I I I IQ I I l L. S S 9 rx _ 6 I 6 0 77 � I PROPOSED JUNCTION BOX LOCATION IL E IL L-i—EL I II� 1 0 0 0 0 0 0 0 0 � o - P—PUG P—PUG P—PUG P—PUG P—PUG —PUG I \ o I =---------------------------- I GL Ei 0 _X , - z I I Z 1Ch CR \J 6 rn I SECURITY FENCE LINE G 0 10) PROF C S D B M G K k �9�9E964_s s —/_ .. OUTLET EL: 9 61.00X Y-3 I L_ / SF F� -PROPOSED BASIN OUTLET , F ' F ' WIDE, 10' LONGI 4 Earthwork 1 Cut Fill Site Grading 2 wood Professional Services, Inc. 1 r I2 � 1 o la I� l I r I 91 a I I a � I 1 \ I o � � \ \ I 1 1 a v 0 ♦ I C� PROPOSED 16' ACCESS ROAD HI — ----- — — — —- -------- — ----- -- 3 4 o� 1 l C l � I vl PROPOSED JUNCTION 7 , BOX LOCATION --< _------ PROPOSED POWER \ OVERHEAD LINELO /a >-4 I . ......... .... \ I !...... \ I ... ....o... . o...... .�- ... ..�.......... ..� I I I . ---- --- - ---- ---- ---- ---- - - - - - -- -- --\ EXISTING NWI WETLAND LINE --% --------- - - - - -- - .- �\ LEGEND & ABBREVIATIONS GENERAL NOTES: 340 EX. INDEX CONTOUR LINE 1. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL DEVICES 341 EX. INTERVAL CONTOUR LINE PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES. EX. PAVED ROAD 2. SITE PREPARATION OUTSIDE OF WETLAND AREA EX. GRAVEL ROAD INCLUDES BUT IS NOT LIMITED TO ............................. CLEARING GRUBBING, MINOR GRADING, ............................EX. NWI WETLAND LINE COMPACTION, MOWING OF VEGETATION, AND PROJECT LEASE LINE RESTABILIZATION OF DISTURBED AREA. x x PROPOSED SECURITY FENCE LINE PROPOSED SETBACK LINE 3. INTERNAL ROADS WILL BE CONSTRUCTED TO MATCH THE SURROUNDING EXISTING GROUND SF PROPOSED SILT FENCE LINE ELEVATIONS TO ALLOW EXISTING DRAINAGE ______________- PROPOSED ACCESS ROAD PATTERNS TO PERSIST. --------------- _340— PROPOSED INDEX CONTOUR LINE 4. BASINS SHOWN HAVE BEEN DESIGNED TO MEET 341 PROPOSED INTERVAL CONTOUR LINE THE REQUIREMENTS SET FORTH BY THE MINNESOTA POLLUTION CONTROL AGENCY. GL PROPOSED GRADING LIMIT LINE ■ ■ PROPOSED BERM LINE 5. OVERALL DRAINAGE PATTERNS WILL NOT BE ALTERED WITH SOLAR DEVELOPMENT. PROPOSED SOLAR ARRAY 6. THE GROUND BENEATH THE RAISED SOLAR PROPOSED TOP OF WATER SURFACE PANELS ALLOWS RUNOFF TO INFILTRATE, THE AREA BENEATH THE PANELS IS NOT EX. EXISTING CONSIDERED IMPERVIOUS. 7. ALL PROPOSED CABLE FROM PANELS TO INVERTERS AND INVERTERS TO METER ARE PROPOSED TO BE UNDERGROUND. 5 6 i 1 8 J U N PROPOSED BERM PROPOSED BASIN OUTLET 4' WIDE TOP 4' WIDE, 10' LONG _ TOP OF BERM EL.: 964.50 `t OUTLET EL: 964.0001 1 \ 65 ILL. TH I I I I IQ I I l L. S S 9 rx _ 6 I 6 0 77 � I PROPOSED JUNCTION BOX LOCATION IL E IL L-i—EL I II� 1 0 0 0 0 0 0 0 0 � o - P—PUG P—PUG P—PUG P—PUG P—PUG —PUG I \ o I =---------------------------- I GL Ei 0 _X , - z I I Z 1Ch CR \J 6 rn I SECURITY FENCE LINE G 0 10) PROF C S D B M G K k �9�9E964_s s —/_ .. OUTLET EL: 9 61.00X Y-3 I L_ / SF F� -PROPOSED BASIN OUTLET , F ' F ' WIDE, 10' LONGI 4 Earthwork Item Cut Fill Site Grading 392.06 CY 360.28 CY IMPORT= 0 CY 0' 50' 100' 150' Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. P� im Checked. ADC Drawn Record Drawing by/date: # DAATE DESCRIP'1ION Prepared for: -5, ESOTA SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 JAM Woolford Community Solar Garden Washington county, Minnesota Civil Site Plan Issued for Permit Date: 05/16/2017 Drawing No: C.102 0011629GRF01.dwg a 1 2 3 4 5 ® 2017 Westwood . Professional Services, Inc. r 77- —777 I I ` � �X tI, I alo- / I0) �6� �i I a I %.rp I ..... I l DA -1 i I , AREA: 4.76 ACRES 1 EXISTING IMPERVIOUS: 0.00 ACRES T o \ PROPOSED IMPERVIOUS: 0.00 ACRES 96s' 96S 966 rn� 0S 0% M v I N X U) — — — — — — — — — — — — — — � — — — — — — — — — �2 P POH P-4 1111 P POH 111 6 7 D67 4 JD 0 0 0 6� PDA-2AREA: 3.51 ACRES [EXISTING IMPERVIOUS: 0.00 ACRES n -� PROPOSED IMPERVIOUS: 0.00 ACRES d d d id L e o v-vuo v-vuo v-vuo v-vuo H I B-POH _POH�POH P- — — 7— — — — — — — — — — — — D �CL IC = �j,-.— AREA: 1.82 ACRES r� viPER Il � �X x-EXLSTING IMPERVIOUS: 0.00 ACRES a �� DA -4 ' � F PROPOSED IMPERVIOUS: 0.09 ACRES l AREA: 1.91 ACRES �-�/. _ • • _ � s � `1 LI LI LI LI LI LI LI LI LI LI LI LJ EXISTING IMPERVIOUS: 0.A I I LOy CL PROPOSED IMPERVIOUS: 0.12 ACRES on �i tell, DA -3 AREA 5.88 ACRES EXISTING IMPERVIOUS: 0.00 ACRES PROPOSED IMPERVIOUS: 0.00 ACRES Li C3 l] ) �I. I Ill I - - - - - - - - A � - y r AREA: 4.52 ACRES I 1 -1 - - - - - - - - - - - - - - - - - . . . - - :� - \ ��� x� EXISTING IMPERVIOUS: 0.00 ACRES E O \ '9 964 I - - - - - - - - - - - -LO 6 •� 996.5r \ k .. ..............\ \ I.. .............. .\ r / y / k I I .....................�_ \ \ -� — . . . . . . . . . . . . . . . . . .... !U) I ---------------- - -�--- �\ \ DA -7 11. ...... ............. .. � '--------------------- - \ AREA: 1.92 ACRES I �----- --- ---------------- - \ /EXISTING IMPERVIOUS: 0.00 ACRES -----0 -- - ---a------------------ (PROPOSED IMPERVIOUS: ACRES ........................ ......... \� LEGEND & ABBREVIATIONS NOTES: 1. OVERALL DRAINAGE PATTERNS WILL NOT BE 340 EX. INDEX CONTOUR LINE ALTERED WITH SOLAR DEVELOPMENT. 2. THE GROUND BENEATH THE RAISED SOLAR 341 EX. INTERVAL CONTOUR LINE PANELS ALLOWS RUNOFF TO INFILTRATE, THE EX. PAVED ROAD AREA BENEATH THE PANELS IS NOT CONSIDERED IMPERVIOUS. EX. GRAVEL ROAD • •• •• EX. NWI WETLAND LINE EX. NWI WETLAND BUFFER LINE G PROJECT PARCEL LINE _X_X PROPOSED SECURITY FENCE LINE PROPOSED SETBACK LINE PROPOSED SILT FENCE LINE --------------- PROPOSED ACCESS ROAD --------------- DRAINAGE BOUNDARY LINE EX. EXISTING H PROPOSED IlvIPffitVIOUS: 0.00 ACRES �u uu u i f PAP N 019 0' 50' 100' 150' Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: um Checked: ADC Drawn JAM Record Drawing by/date: Rvisionx # DAATE T1CRIMON Prepared for: ESOTA 114iL" SOLARCONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington county, Minnesota Drainage Plan Issued for Permit Date: 05/16/2017 Drawing No: C.103 0011629DRF01.dwg a C 0 E G H L 1 ® 2017 Westwood Professional Services, Inc. CL 2 1 3 1 4 1 5 1 6 1 7 1 8 CORNET TERMIN PULL F NOTE: 6" AGGREGATE BASE, SEE CONSTRUCTION SPECIFICATIONS FOR TYPE OF AGGREGATE AND REQUIREMENTS 8" OF SCARIFIED AND COMPACTED SUBGRADE 16' ACCESS ROAD CROSS SECTION NOTE: STRUCTURAL SECTIONS SHOWN ARE THE MINIMUM THICKNESS REQUIREMENTS DURING NORMAL FIELD CONDITIONS. THE SECTIONS MAY NEED TO BE INCREASED BASED ON ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. CONDITIONS INCLUDE BUT ARE NOT LIMITED TO CONSTRUCTION DURING UNUSUALLY WET PERIODS, OR IN LOW/WET AREAS. W LAST REVISED: TYPICAL STRUCTURAL CROSS SECTIONS 11 07 14 RD02 SEE FE=NCING CUMHANY SPECIFICATIONS FOR MAX. SPACING 1. FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 3. DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER "• I CHAIN—LINK SECURITY FENCE DETAIL Illtrtwood SCG L � F� VARIES PER MODULE SELECTED TO LL_ 0> 8' 8' I O J PARALLEL TO THE SLOPE CONTOUR. 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM wQ 2. REMOVED SEDIMENT SHALL BE DEPOSITED > wQ WRAP ENDS UPSLOPE TO jX CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY HIGHER IN ELEVATION THAN THE LOW POINT. CONTAIN RUNOFF FROM OVERLAP ROLLS 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE CONSTRUCTION AREA � ��� A MINIMUM OVERLAPPED A MINIMUM OF 6 INCHES [152mm], NOT ABUTTED. W 2% SLOPE 2% SLOPE w EXISTING [19mm] EXISTING GROUNDS BIODEGRADABLE MATERIAL AND MAY BE LEFT IN. GROUND S IF EXISTING SOILS DO NOT ALLOW WOOD STAKES OR REBAR CL [457mm]* 0.75" STAKES TO BE INSTALLED ROCK, CONCRETE CINDER BLOCKS CAN POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD MIN [19mm] BE USED TO ANCHOR FIBER ROLLS. ROCKS SHOULD BE 8 8 10"[254mm]-14"[356mm] IN DIAMETER. SPACING SHOULD BE SET REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS EVERY 2'[0.610m] -4'[1.219m]. NECESSARY LL J 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT 0Uj I oQ RECOMMENDED THAT AT A MINIMUM, THE BMPS BE INSPECTED WEEKLY, PRIOR Uj > TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND 13. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED AFTER THE CONCLUSION OF RAIN EVENTS. 0 � w CD EXISTING wwCD2� 2% SLOPE % SLOPE ►-- GROUND EXISTING GROUND 16' ACCESS ROADWAY NOTES: 1. CONTRACTOR SHALL CONSTRUCT CROSS—SLOPE ROAD SECTION WHERE ACCESS ROADS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE OTHERWISE NOTED ON PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINED AT ALL TIMES. I— I— LAST REVI`, W TYPICAL SOLAR ACCESS ROAD 1071 11/07/1 wa RD01 CORNET TERMIN PULL F NOTE: 6" AGGREGATE BASE, SEE CONSTRUCTION SPECIFICATIONS FOR TYPE OF AGGREGATE AND REQUIREMENTS 8" OF SCARIFIED AND COMPACTED SUBGRADE 16' ACCESS ROAD CROSS SECTION NOTE: STRUCTURAL SECTIONS SHOWN ARE THE MINIMUM THICKNESS REQUIREMENTS DURING NORMAL FIELD CONDITIONS. THE SECTIONS MAY NEED TO BE INCREASED BASED ON ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. CONDITIONS INCLUDE BUT ARE NOT LIMITED TO CONSTRUCTION DURING UNUSUALLY WET PERIODS, OR IN LOW/WET AREAS. W LAST REVISED: TYPICAL STRUCTURAL CROSS SECTIONS 11 07 14 RD02 SEE FE=NCING CUMHANY SPECIFICATIONS FOR MAX. SPACING 1. FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 3. DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER "• I CHAIN—LINK SECURITY FENCE DETAIL Illtrtwood SCG L � F� VARIES PER MODULE SELECTED TO T 1 LAST REVISED: 07/16/13 FN01 NOTES: DRIVEN WOODEN/ REBAR* 1. FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES STAKES TO BE COMMENCE. UPSLOPE DISTURBED PERPENDICULAR TO 2. FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE AREA/PROJECT SITE STRAW, FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT SURFACE FLOW TUBULAR ROLL BY NETTING. USE A 6" [152mm] OR 12" [305mm] DIA. ROLL. 3. TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE 4'[1.219m] MAX TRENCH DEPTH SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA FLOW FLOW TO BACKFILL THE TRENCH. 4. STAKE FIBER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FEET [1.219m] MAXIMUM ON CENTER. USE WOOD STAKES WITH NOMINAL CLASSIFICATION OF 0.75 IN. [19mm] BY 0.75 IN. [19mm] AND A MINIMUM LENGTH OF 24 IN. [610mm]. STORM EVENT AND 5. ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND WHEN ACCUMULATED TO 1/3 THE HEIGHT PARALLEL TO THE SLOPE CONTOUR. 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM �o 2. REMOVED SEDIMENT SHALL BE DEPOSITED GOING AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6" WRAP ENDS UPSLOPE TO jX CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY HIGHER IN ELEVATION THAN THE LOW POINT. CONTAIN RUNOFF FROM OVERLAP ROLLS 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE CONSTRUCTION AREA � ��� A MINIMUM OVERLAPPED A MINIMUM OF 6 INCHES [152mm], NOT ABUTTED. UNDISTURBED AREA 0.75" 6"[152mm] 8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY CD APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER [19mm] ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE LEFT IN. 18" S IF EXISTING SOILS DO NOT ALLOW WOOD STAKES OR REBAR AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR [457mm]* 0.75" STAKES TO BE INSTALLED ROCK, CONCRETE CINDER BLOCKS CAN POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD MIN [19mm] BE USED TO ANCHOR FIBER ROLLS. ROCKS SHOULD BE ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE 10"[254mm]-14"[356mm] IN DIAMETER. SPACING SHOULD BE SET REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS EVERY 2'[0.610m] -4'[1.219m]. NECESSARY 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS 12. REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. RECOMMENDED THAT AT A MINIMUM, THE BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND 13. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED AFTER THE CONCLUSION OF RAIN EVENTS. IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN mo � J I— I— J 3 PM (45 DEGREES) 12 PM NOON (0 DEGREES) 9 AM (45 DEGREES) W TYPICAL SOLAR TRACKER PROFILE VIEWS (9 A.M., 12 P.M., 3 P.M.) LAST REVISED: 09/29/15 TRK01 T 1 LAST REVISED: 07/16/13 FN01 NOTES: DRIVEN WOODEN/ REBAR* 1. FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES STAKES TO BE COMMENCE. UPSLOPE DISTURBED PERPENDICULAR TO 2. FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE AREA/PROJECT SITE STRAW, FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT SURFACE FLOW TUBULAR ROLL BY NETTING. USE A 6" [152mm] OR 12" [305mm] DIA. ROLL. 3. TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE 4'[1.219m] MAX TRENCH DEPTH SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA FLOW FLOW TO BACKFILL THE TRENCH. 4. STAKE FIBER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FEET [1.219m] MAXIMUM ON CENTER. USE WOOD STAKES WITH NOMINAL CLASSIFICATION OF 0.75 IN. [19mm] BY 0.75 IN. [19mm] AND A MINIMUM LENGTH OF 24 IN. [610mm]. STORM EVENT AND 5. ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND WHEN ACCUMULATED TO 1/3 THE HEIGHT PARALLEL TO THE SLOPE CONTOUR. 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM \� 2. REMOVED SEDIMENT SHALL BE DEPOSITED GOING AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6" WRAP ENDS UPSLOPE TO jX CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY HIGHER IN ELEVATION THAN THE LOW POINT. CONTAIN RUNOFF FROM OVERLAP ROLLS 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE CONSTRUCTION AREA � ��� A MINIMUM OVERLAPPED A MINIMUM OF 6 INCHES [152mm], NOT ABUTTED. UNDISTURBED AREA 0.75" 6"[152mm] 8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY SO THE ELEVATION APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER [19mm] ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE LEFT IN. 18" 9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT IF EXISTING SOILS DO NOT ALLOW WOOD STAKES OR REBAR AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR [457mm]* 0.75" STAKES TO BE INSTALLED ROCK, CONCRETE CINDER BLOCKS CAN POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD MIN [19mm] BE USED TO ANCHOR FIBER ROLLS. ROCKS SHOULD BE ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE 10"[254mm]-14"[356mm] IN DIAMETER. SPACING SHOULD BE SET REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS EVERY 2'[0.610m] -4'[1.219m]. NECESSARY 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS 12. REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. RECOMMENDED THAT AT A MINIMUM, THE BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND 13. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED AFTER THE CONCLUSION OF RAIN EVENTS. IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE—THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH. 14. RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS OVERTOPPED THE FIBER ROLLS. THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED. W LAST REVISED: TYPICAL FIBER ROLLS FOR PERIMETER CONTROL OF CONSTRUCTION AREA LIMIT 09 os 13 „�..� GD42 WOVEN MONOFILIMENT (36" WIDE) 5' STEEL/WOOD T—POST a F� L0 \ N PONDING HEIGHT 6'-0" MAX. FILTER FABRIC, ATTACH SPACING SECURELY TO UPSTREAM SIDE OF POST WITH 5' STEEL 3-501b TENSILE STRENG_ T—POSI PLASTIC ZIP—TIES PER POST WITHIN TOP 8" OF FABRIC. STANDARD DETAIL 8„ RUNOFF TRENCH WITH NATIVE BACKFILL 12" MIN.4„ FABRIC SLICED INTO SOIL WITH COMPACTED BACKFILL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT". LAST REVISED: W SILT FENCE 1 04/20/2017 Wambnood GD07 "USED IF NEEDED" O 0 O0 O� GEOTEXTILE LINER 6" MINIMUM DEPTH 1" — 3" WASHED ROCK NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM THICKNESS OF 6" AND CONTAIN MAXIMUM SIDE SLOPES OF 4:1. ROCK ENTRANCE SHOULD BE INSPECTED AND MAINTAINED REGULARLY. ROCK ENTRANCE LENGTH MAY NEED TO BE EXTENDED IN CLAY SOILS. W LAST REVISED: ROCK CONSTRUCTION ENTRANCE 02/02/15 GD05 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: MPG Checked: ADC Drawn JAM Record Drawing i date: Rnx # DAATE DSSCRUMON Prepared for: O :ep. wvo HAFT SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington county, Minnesota Construction Details Issued for Permit Date: 05/16/2017 Drawing No: C.200 0011629DTFOl.dwg I e 2017 Westwood Professional Services, Inc. A ) i o � I � 9�0 B C 0 E F EN H 2 1 3 1 4 1 5 1 6 1 7 1 8 i Q PROPOSED SECURITY GATEu� 1 I �`. _I __—____ _ ____—_ ________— PROPOSED ACCESS ROAD n `-----------------•-------- — .`, - . — — —, — _ _ P•9�� — - ^_� — �i � -� � P POH P—POH ------------------------------ --- - --1------ --- - I !J L �! LJ ' L �L' L 1 a LJ I F POSEDr ARRAY 1 Ll PR 1 II IN s62 n�LJn.II I LI JU I 960 1111 Li L,1 LI �i F ��-I� rl r r ii 11 11 llll� lll� �1�1 1 1 r �� LLQ �� I x �5 I BLACK HILLS SPRUCE / CARDINAL DOGWOOD I — — PROPOSED SECURITY FENCE I � I I I - , • ��iri �. I I � ar - . 1 Buffer Planting Schedule Landscape Buffer Narrative KEY QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE HEIGHT THE PLANTS CHOSEN WERE SELECTED ON THEIR ABILITY TO PROVIDE GOOD 0 41 Black Hills Spruce / Picea glauca densata 6' HT. BB 15-0" O.C. TYP. 30-40' VISUAL SCREENING OF THE ARRAY FROM SURROUNDING RESIDENTS AND PASSENGERS TRAVELING ON HIGHWAY 15 MANNING TRAIL N.). WHEN DETERMINING AREAS FOR ADDITIONAL SCREENING WE TOOK INTO ACCOUNT CO 84 Cardinal Dogwood / Cornus sericea 'Cardinal' #5 CONT. 8'-0" O.C. TYP. 8'-10' THE EXISTING TREES AND WINDBREAKS, PARTICULARLY ALONG HIGHWAY 15, NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. THAT ALREADY PROVIDE A NATURAL BUFFER FOR RESIDENTS AND DRIVERS FROM THE PROPOSED ARRAY. THE BLACK HILLS SPRUCE POSSESS DENSE EVERGREEN FOLIAGE THAT ONCE MATURE WILL PROVIDE YEAR ROUND SCREENING OF THE SECURITY FENCE AND ARRAY. IN FRONT OF THE BLACK HILLS SPRUCE, A ROW OF QUICK GROWING CARDINAL DOGWOOD SHRUBS WILL Buffer Planting Materials PROVIDE ADDITIONAL BUFFER SCREENING AS THEY WILL MATURE MORE QUICKLY THAN THE EVERGREEN TREES. ALSO, THEY WILL CREATE A TIERED BUFFER WITH THE DOGWOODS FILLING IN UP FRONT AND THE SPRUCE TREES Black Hills Spruce Cardinal Dogwood (Winter) GROWING UP RIGHT BEHIND. THE DOGWOODS, ALTHOUGH DECIDUOUS, WILL PROVIDE GOOD VISUAL INTEREST THROUGHOUT THE WINTER WITH THEIR 5 BRIGHT RED STEMS. ALL OF THE PLANTS SELECTED ARE NATIVE TO THE I I MINNESOTA LANDSCAPE AND THUS SHOULD PERFORM WELL WHILE ALSO 1' PROVIDING BENEFICIAL WILDLIFE HABITAT. IN ADDITION TO THE TREES AND SHRUBS THAT WILL PROVIDE VISUAL SCREENING ALONG THE OUTER PERIMETER OF THE ARRAY, NATIVE SEED MIXES WILL BE USED UNDERNEATH THE ARRAY. THEY WILL PROVIDE EXCELLENT HABITAT AND FOOD SOURCES FOR NATIVE WILDLIFE ALONG WITH PRESERVING AND IMPROVING THE SOILS THROUGHOUT THE LIFE OF THE ARRAY. Planting Notes Planting Notes PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING 8o POSTS TO BE 2"X2" STAINED d 8o WOOD OR PAINTED STEEL o8p� DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. ,d000= SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. jl ;o I PLACE MULCH, DEPTH AS ° 8 SPECIFIED, OVER PLANT PITS - I '! DO NOT PILE AGAINST TRUNK. 2XBA _ DI FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH 1.=1 11=1 I -I I I=I I I SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD III -III—' '�I—III- FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. ". LAST REVISED: EVERGREEN TREE o4 /05 /11 a PLANTING LA29 "• I SHRUB PLANTING IIIIwNowd REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. N.T.S. LAST REVISED: 09/18/08 LA27 1. CONTRACTOR SHALL CONTACT GOPHER "ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL—IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 14. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 15. PROVIDE MULCH FOR ALL TREE AND SHRUB PLANTINGS PER DETAIL. MULCH TO BE SHREDDED HARDWOOD AND FREE OF DELETERIOUS MATERIAL. MULCH 3' DIAMETER RING AROUND ALL TREES AND SHRUBS TO A DEPTH OF 4". KEEP MULCH OFF TRUNK. 16. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 17, REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 18. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHTfECT under the laws of the State of Minnesota. Print Name Nicholas T. Meyer Signature License No. 53774 Date: 05/VW Designed: i�G Checked: ADC Drawn JAM Record Drawing by/date: Revisions: Prepared DSSCRIPrION Prepared for: sly, l MINrIESOTA .. SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington county, Minnesota Landscape Plan Issued for Permit Date: 05/16/2017 0' 100' 200' 300' Drawing No: 0.300 0011629PLF01.dwg a C 0 E E C H 1 © 2017 Westwood Professional Services, Inc. C3 i _ Cl - I 2 1 3 1 4 1 5 6 i i ram e, ----------------- od 0 a 7 NOTES LEGEND & ABBREVIATIONS 1. REFERENCE LANDSCAPING PLAN FOR EX. PROJECT BOUNDARY LINE LANDSCAPING DETAILS EX. EASEMENT LINE Por+ EX. OVERHEAD POWERLINE —4000 EX. 10' CONTOUR EX. 2' CONTOUR PROPOSED SOLAR ARRAY _______________ PROPOSED ACCESS ROAD EX. EXISTING BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA (MATURE HEIGHT: 30'-40') N CARDINAL DOGWOOD / CORNUS SERICEA 'CARDINAL' (MATURE HEIGHT: 8'-10') Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: Mm Checkech ADC Drawn JAM Record Drawing by/date- Revisions: # DATE DESCRIPTION Prepared for: t M I ISI I ET WI" SOLAR CONNECTION 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington County, Minnesota • 0' 75' 150' 225' Elevation Relationships Overall Issued for Permit Date: 05/16/2017 Drawing No: V.100 0011629VSP01.dwg M C 0 E E I H 1 © 2017 Westwood Professional Services, Inc. X steleff 2 ionshin Line A (STA 3 1 . 1 „=.gn' r)• 0 91 0 PROPOSED LANDSCAPING PROPOSED SECURITY FENCE - EXISTING ROAD (HWY 15/ MANNING TRL) +, ------ — ---__— — EXISTING GRADE i PROPOSED SOLAR ARRAY -y' 1 2 3 4 5 6 7 8 9 10 Elevation Relationship Line B (STA 0+00 to 4+25) SCALE: 1"=50', 5:1 VERTICAL EXAGGERATION 1000 ,�- ASSUMED 20' 990 STRUCTURE 990 980 980 PROPOSED SECURITY FENCE 970 �- EXISTING GRADE 9.70 � x — — 1—i—tj 960 PROPOSED SOLAR ARRAY--'-- 960 0 1 2 3 4 8 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps. Westwood Professional Services, Inc. Designed: MPG Checkech ADC Drawn: JAM Record Drawing by/date- Revisions: # DATE DESCRIPTION Prepared for: � MINNESOTA Wa'AIF SOLAR C NNE TION t 345 Saint Peter Street Suite 1600 Saint Paul, Minnesota, 55102 Woolford Community Solar Garden Washington County, Minnesota Elevation Relationship Profiles Issued for Permit Date: 05/16/2017 Drawing No: V.101 0011629VSP01.dwg