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Item 5.4 of Item # 5.4. River 13065 Orono Parkway Elk River,MN 55330 MEMORANDUM TO: Planning Commission A-- FROM: Scott Harlicker, Senior Planner-----1. DATE: August 28, 2001 SUBJECT: Case No. P 01-12 Request by Brian Brueske for Preliminary Plat— Sunny Acres Request Consider a request by Brian Brueske for preliminary plat approval for Sunny Acres. • Location The northeast corner of Highway 169/10 and 165`h Avenue Zoning/Land use I1 (Light Industrial) / LI (Light Industrial) Attachments • Location map • Preliminary plat • Memo from the City Engineer • Letter from Dick Hetland Overview Background The preliminary plat request for Sunny Acres is the second step in the development process that the applicant,Mr.Brueske,is proceeding through.Mr.Brueske is planning on moving his business,Aqua Pure,to this site.In order to do this three planning permits are required, • an interim use permit,platting the property and site plan review.An interim use permit was Phone:763.441.7420 Fax:763.441.7425 www.ci.elk-nvermn.us Memo to Planning Commission/P 01-12 August 28,2001 Page 2 required in order to allow the development of the property prior to the availability of sewer IIIand water.The City Council approved Mr.Brueske's request for the interim use permit on June 18, 2001. He is now before the Commission, and next month the City Council, for preliminary plat approval.Once the plat is approved the final step in the process is site plan review of the actual development plans. His business is a permitted use that requires only administrative site plan review. Existing Conditions The applicant is proposing to plat a 5.47 acre parcel into a 4.58 acre lot and a .89 acre lot. The property is located at the northeast corner of Highway 169/10 and 165th Avenue.There is an existing one story metal building on the property;it houses a recycling business and office space for a church. There is also some outdoor storage located next to a detached garage at the rear of the property. There is paved parking area around the front of the building and a gravel surface around the rear.Adjacent land uses include the RDF plant to the east and agricultural fields to the north, south and west. Lot Size Lot 1 is proposed to be 4.58 acres and will contain the existing buildings and the parking/loading areas. Lot 1 meets the dimensional requirements of the I1 zoning district. Lot 2 is proposed to be .89 acres; the minimum lot size is 1 acre. Lot 2 will have to be adjusted so that it complies with the 1 acre minimum lot size.Lot 2 complies with all other • dimensional requirements of the I1 district. Access The property has 3 existing access driveways,one on Highway 169 and two on 165th Avenue. All three of the access drives are proposed to remain open.The eastern most drive on 1656 Avenue will be moved further east to provide access to the new lot. The other access on 165th Avenue is very close to the intersection of Highway 169 and 165th Avenue and should be realigned so that it is not as wide (30 feet) and moved further from the intersection. Grading, Drainage and Utilities Grading, drainage and utility issues are noted in the City Engineer's memo. Park Dedication Requirements The park dedication requirement for industrial land is$2,000 per acre.The plat of Sunny Acres is 5.47 acres.The Park and Recreation Commission recommended cash dedication of $10,940 for this plat. Recommendation Staff recommends that the Planning Commission recommend approval of the preliminary • plat request for Sunny Acres with the following conditions: S:\PLANNING\SCOTT\P01-12.DOC Memo to Planning Commission/13 01-12 August 28,2001 Page 3 1. All comments of the City Engineer shall be addressed. • 2. Surface water management fees shall be paid prior to releasing the plat for recording. 3. Park dedication fees shall be paid prior to releasing the plat for recording. 4. Lot 2 shall be a minimum of 1 acre. 5. The property owner will agree to pay all trunk and lateral costs assessed for extending water and sanitary sewer to the site and will waive all rights to appeal the amount assessed for water and sanitary sewer. 6. The property owners will hook-up to city sewer and water within the specified time frame in the City's current ordinance applicable at the time these services become available. • • S:\PLANNING\SCOTT\P01-12.DOC N „,„ /, • R\ ( i ,.�_ 09 I,,3 / / �, ,vas l"Lf� 1 ,.. VE �,� 5Si ���Y � Taff re .I 10 .Ea LtrA E_; 1 II" NIP 11P, Rik I i \ 1 I 1H® 10 - ,\Alb jrr‘iantf A14tLE \ \ `•t OU11Dr I ,R A • 1 �` '•p D 161ST -q4:1,64- •.\,\ — I/ 160TH // °... `.i \j159TH , ;7/ N/4>/ iy� 158TH / ,i NI / I 9 / Ji N Location Map1 Elk -. Case Number: P 01-12 River • Howarc R. Green Company August 10, 2001 File: 815280J-0240 Ms. Michele McPherson Director of Planning City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, Minnesota 55330-0490 RE: SUNNY ACRES ADDITION Dear Ms. McPherson: As requested, we have reviewed the submittal package for the Sunny Acres Addition. This plat is located at the intersection of 165th Avenue and Trunk Highway 10 (TH 10). The submittal package was prepared by Hakanson Anderson and Associates and consisted of a preliminary plat; site plan and utility plan; grading, drainage, and erosion control plan; and a landscaping plan. Also submitted were drainage calculations and • earthwork calculations. Based on our review, we would offer the following comments: 1. The purpose of this plat is to create a second lot, which is proposed to be developed by Aqua Pure Solutions. The lot shown is only 0.89 acres. In this zoning area, the lot needs to be a minimum of 1.0 acres. 2. There is an existing building located on Lot 1. Since the plat does consist of both lots, it would be reasonable to have Lot 1 come into conformance relative to driveway widths. Lot 1 currently has a driveway of approximately 75 feet onto 165th Avenue. The driveway is relatively close to the intersection of TH 10. This driveway should be narrowed to meet the City ordinance. 3. A small piece of additional right-of-way should be requested from Lot 1 at the intersection of TH 10 and 165th Avenue. As shown on the preliminary plat, the radius at that intersection cuts the corner of the lot. A triangular piece of right-of- way should be added to the plat in this location. 4. On the site layout for the Aqua Pure Solutions parking lot, a turnaround should be added to the north end of the parking lot so that the last head-in parking stall can be utilized for backing purposes. 5. The site layout should indicate that all of the northerly triangular piece of Lot 2 is actually a drainage and utility easement. This is shown on the preliminary plat and is needed for ponding purposes. 6. The grading plan for the Aqua Pure Solutions site indicates a handicap stall in the corner of the parking lot. The parking area shows a 1 percent cross slope in this area but has a 4 percent grade along the curb line. We believe that this grade is too steep to meet the ADA standards for handicap stalls. The grade • should be adjusted in this location. O:\PROA815280J\0240\11r-081001-McPherson.doc 1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 • Ms. Michele McPherson August 10, 2001 Page Two 7. The storm drainage calculations account for a hundred-year runoff volume from the entire site—both Lots 1 and 2. The pond is sized accordingly. However, greater detail should be provided as to how the hundred-year runoff volume will get to the pond without causing erosion. On Lot 2, a curb cut is indicated with a swale leading into the pond. There is no detail relative to erosion protection in this area. The pond also shows an overflow in the northeast corner. This area should also have detail showing some type of erosion protection should the overflow be needed. 8. The grading, drainage, and erosion control plan should have the high water pond elevations shown on the drawing. If you have any questions regarding any of these comments, please call. Sincerely, Howard R. Green Company .- -(,,u7)7/faeeie-t2 Terry J Maurer, P.E. • TJM:mw • Howard R. Green Company O:\PROJ\81528OJ\024O1Ltr-081001-McPheQ©NjULTI NG ENGINEERS 08/21/2001 11:31 6122418929 RECYCLING STATION PAGE 02/02 • RECYCLING STATION 165o1 Hwy 10 Elk River, Mn 55330 763-441-7211 August 21,2001 Ms.Michele McPherson Director of Planning City of Elk River PO Box 490 Elk River, Mn 55330 Re: Sunny Acres Addition This is in response to the Howard R. Green Co. letter submitted to you. Here are our comments to the items listed: 1. We have now changed the lot dimensions and Aqua Pure Solutions now has 1.0 acres. The needed area was taken from our lot. 2. We feel that this is an inappropriate time.to,address the issue of driveway width. This issue • should have been taken up when we purchased the property and applied for a Conditional Use Permit. The development at this time is not on the lot which we occupy. There are no building changes or additions that we will be doing. We sold this lot in order to get out of debt. The slow economy has affected our business greatly. In the sale of this lot we are incurring expenses for moving a fence and digging a holding pond. We feel that a more appropriate time to address this issue would be when we ask to add a building to our property or enlarge our existing building. 3. The right-of-way triangular piece in question is for sale if the city or state wants to purchase it. It can be purchased at fair market value with all expenses to be incurred by purchaser. The piece in question is .3'7 acre in size. The other points are being addressed by Aqua Pure Solutions. We greatly appreciate your time in addressing these issues. )414,Sincer y, Dick Hetland President • Preliminary Plat 0� H Sunny Acreso^� H Richard J Hetland &. ___ The North line of the S. 468.00 ft of the S.W. 1/4 of I the S.E 1/4 of Sec. 11, T 32. R. 26 Arian M. Rrue s k e I \\ --- '' \ S89.26'45"E PROPERTY DESCRIPTION • L I 4r1 C�_Oma] The South 468.00 feet of the West 494-94 feet of the Southwest Ouorter of the Southeast Quarter of Y__ --- _ _ „ ; 7 L Section 11, Township 32. Range 26, Sherburne County, Minnesota. = o .---\--_..—._______. Also the Northwest Quorter of the Northeast Quarter of Section 14, Township 32, Range 26, Sherburne Tc ` l / County, Minnesota, which lies Northeasterly of a line run parallel with and distant 150 feet northeasterly \ of Line 1 described below and northwesterly of Line 2 described below 'lOrosia9•&UtYitY Ea•sinoit I ` -, �� — Line 1 Beginning at a point on the east line of said Section 14. distant 2564.8 feet South of the i l Northeast comer thereat thence run northwesterly at on angle of 48 degrees 22 minutes 00 seconds 244 \ 0 from Northwesterly at on angle of 48 degrees 22 minutes 00 seconds from said East section line �� � � - o (measured from North to West) for 1422.3 feet; thence deflect to the right on a 0 degree 15 minute -to ; a 00 second curve (delta angle 01 degrees 42 minutes 00 seconds) for 680 feet; thence on tangent to - - - said curve for 882 feet; thence on tangent to sad curve for 882 feet thence deflect to the nght on Ias / -- _ _ 0 degree 44 minute 30 second curve(delta angle 07 degrees 25 minutes 00 seconds) for 1000 feet and there termnating. Lne 2: Beginning at a point on Lme 1 described above, distant 493.1 feet southeasterly of its pont of II0 N io termination; thence run northeasterly at right angle to said Line 1 to an intersection with the North Ine CN / of said Section 14 and there terminating. \ I Oro••9• t•y Ermr't K Owner Richard J and Yvonne R. Hetlond Designer. Engineer Hokonson Anderson Associates, Inc. - .n 16501 Highway 10 Y� Anoka, Minnesota 55303 'r / \ \\ N do Surve 3601 Thurston Avenue // / \ -� , rn Elk River, Minnesota 55330 Tel. 763-427-5860 / GI ry1' Td. 763-441-7211 p1 • • // motto• \ ; / / .' fl�d ,/ _— I // � ��• L uContract Purrhacr Brion M. 8nieske _ / • I / "of 6957 Highway 10 NW ° N7 cn '.` // /� 199,590 sq. Ft , o oRamsey. Minnesota. 55303 / _ i•_ Tel. 763-427-9200 ...\ O �t \ 4 58 I¢cres % /- — �to " c a W LpG'_ _ - - — I � ow 3 rn { t I B a //o Q w to Lot Summary. Commercai Lot 2 u e /� ;C•ts I Qo • i'- / Qt4 es - _ r+1 .c_e Tota Acreage: 212.838 sq. ft - 4.89 acres Y ` Q \ \ --- + -- -- `\ JG o Q ( J -- : _ —aqe- i '� O Existing Zoning: I-1 (Light Industria) \ Q o° L N �� — TO-iq _ I c I VICINITY MAP \ / • I i '1Q 0 _ -� _ _ * .� „ \ Proposed Use: Commercial \ // I 1 I 1 1 _ -yep ` -_---\I\ Municipality Elk River Sec. /1 T 32 R 26 +\ i Ili,�l I I�jI I -- - ,ems I '--- \ - i I I i I;I ,� I ,/ ,I setbaakz Sherborne County • esy�j - I i I •b III O / I / .� Front yard: 30 ft. \ \ mss I/ W I, ;I I I Illi I I I c i.PQ1 1;1 1 I.2 i ` J' n I \ Rear yard: 20 feet A S9° - �1 -�� t"'' I I '- •1 I• --IY' / Side d: 25 feet r� I i•, / cN I N yard: I \ LA/ _ • l•I �••b� I I I I I i i I -23- /` �N a0 I N Parking: 10 feet '3 �\Ai...A $ Lei to `v _ ‘3.6., 11;1; � j j I f n oil 3E041 sq. ft I NN. d\ s: I #�� /I • , °o III Ilii"��II ��' I _ pcv089 acres a'o. IIII•11 I,09'III - IUf -1_ Proposed utRdier �\ .2 / c // .-• •••1 I 1 1;1 i`•.r, I ,� da I _ \- I --- _ Water- 0 s to `�\ I / VIII' ,, 4• .i 4 \ ?r. l / • kaq I i I I i \ I A SITE A •rilh,-. I.. =•1: t to 1oI \I V' • / i. 10lt. '! o _` . ..• .I• y - ' Lo r ...4-- - —I - - -o oi-i -__ - • — — — .. — — - — 165tH Ave. NY MS LI .. `_ _ di \ - - - \ - . -`�9,0\ - - - - -- / - - - -- - - — TYPICAL LOT ' \ ,,' f/ / 2fi 45"E The South line of the S.W. 1/4 of LEGEND \ 195.53- \ • \\j� I / � SAr S.E. /4 of Sec. 11, T. 32, R. — Y� �.a•._.Q F a.n. E---1„„ \ \ •S� \ / o j. WISING ear u>a¢ir�y n • A 7- ...??,-, l� \ / 11 v .¢. mew rRE r-1-- / /� I ---I• sac osr.A.oe•muff ENDOW rt \ N---t".\ .�? \N -a / L.GJ��^�/ All) (/.. / o rorli F I.IIt-r NO NAMED 1 RM WOOF I.ts.m (— ", -e.- KNOWS ulm NSIOUO ret>•iiac uric \ I6L •�� j {� -tea- Ka01FI MOM.°aEeilet VES \ d�• \ I'E �16h0 '{ h/ / -e- KOOies owsen mv.ime i•c I - '" `� / 5 V -cu- DENIM cls iur MC WW1 WI.= / , ,� 6 / e KaOWS lNll,Oi1 MM. +I �i�.a rt. \ �//I o KNiaWS Yuaa.a•l»e.a.eii J MOWS urt r sat \ / 013.016 warn roc CUM.( rr��-- Mama s wean rAedMr R N / 0 KNOWS sal ease• ASO Ammer sear res(sq \ /3.. 3 / / MOWS isle TALvc �L———— : riimrr Two me.a.�rt �•c f \ --)N Q / --------------- Esnar \\ / / IDI hereby certify that this survey. Plan or report was prepared by me or under my direct supervision and that I om a dulyLicensed DATE REVISION Me Ft SCALE HakansonSHEET Land Surveyor under the laws of the State of Minnesota. ll = 40• 11117111 Anderson Preliminary Plat 1 40 0 4o so . 7/27/01 \1311for ® r�� SLD Assoc.,inc. of Cha es R. Chris oph •n, MN License No. 18420 Dote Civil Engineers and Land Surveyor A U O Pure SCALE IN FEET 09)5)It GOOK 7631-427-5860 Thurston Maw,MinnesotaFAX -0520 55303 q CRC PAGE DATE 7/27/01 I FILE NO 2982.01 SHEETS .iii -,i,' :Doi _ 3.3T.,,^ 0 mi iwur6ow ANDERSON Asm0505..c 1 1, 1 1 �- 1 Ill _ O - /13 STALLS 9' STALLS — 117' TZ,7 FUTURE STALLS O 9•/STALLS _ -- , I 1 i )' -v, N N N -- 7,--T 7-777-,-----7--A_ 1 1 \l' E N ` 1 zo i1 s ' ‘ \ s,, \ \ " , \ \ \ \ ''' 1•: - f-?-14." SECONDARY \ PROPOSED\ \ , a� \ SEPTIC ,01 o \\`.,\ \ \\ BUILDING•. \ .\ \\. \\ • . . >(IorAaPIS - 03.0,.7T-7.-7-. Cn I 'SITE o I ,n ' OFFICE \ a I \\\ �� `\ F F ELEV.=89LQ0`\ \ , (2\ 6 6 F' ��NS "1GN WELLS .o WAREHOUSE\ \ T I 5P. , �I Q tO .. \ I \ `�\ \ F.F. ELEV.=890.25\ \ • . -- r1� \ \ \ \\\', 120'\ \ \ \ ,, \s N I g ~ In — — — — — — �_ a41;7) I �� i - Z ,, \ 0 .n — 251 I T'tP 50 50' MIN '. .- ._, / TO WELL TO' MIN MIN p TO W \ ELL -7 6' DROP BOXES PROPOSEDp L — — — WELL 1500 GALLON `1000 GALLON - SI - SEPTIC ANK DUMP TANK - } \ • OSI I [ \- _ I 1/2'R\61- l/r R 61—.— 3,R 3'R CO Ltii 1 � 1 ^ ^ 1 1/2' BITUMINOUS EXISTING & PROPOSED ZONING: 1-1 - UGHT INDUSTRIAL H 8" I 12" 4 H 8.-F 12 4 (TYPE 41 WEAR) BUILDING SETBACK REQUIREMENTS: AIME "M 2" BITUMINOUS BASE COURSE *FRONT - 30"Miff (TYPE 31 ) *SIDES - 25' *BACK - 20' NOTE ALL PARKING LAT TD HAVE 8612 CONCRETE 4" CLASS 5 AGGREGATE BASE RS k GUTTER DRAINAGE AIRTOwS INDICATE SP6LOUT AND INTAKE CGNPGURAnGN HEAVY DUTY PAVEMENT DRIVEWAY PARKING SETBACK REQUIREMENTS: CU B6)-7 CONCRETE CURB & GUTTER TYPICAL SECTION .ALL SIDES - 10' �/// PROPOSED BUILDING �/— PARKING STALL REQUIREMENTS: Lff *6 STALLS PLUS 1 STALL PER 500 SF OF FLOOR AREA • • PROPOSED 4" CONCRETE SIDEWALK (6' NIDE) 20 0 40 No. REQUIRED = 6 + 7200 = 6 + 14.4 = 500 = 20.4 = 21 STALLS l PROPOSED BITUMINOUS PAVEMENT SCALE 64 FEET .NO. PROVIDED - 25 STALLS INCLUDING 1 HANDICAP STALL • ------- PROPOSED SETBACK UNE 18 STALLS IMMEDIATELY *7 FUTURE STALLS (IF NEEDED) I hereby certify that this Plan or report woe prepared M me or under my direct supe.... and that 1 am a duy Csrnfien Ds.gner I hereby certify that this pion, m It and e Evaluator .der the o policies M u+ the Mireeoto specification, or report was DATE REVISION ZOO Sd Pollution Control Agency and the IndnWu°l Sewage Treatment Systems by me or under my direct supervision JEJ Hakanson SITE LAYOUT AND UTILITY PLAN Adnsory ,tt« that ' am ° Anderson 1 y "ed - WANG` ro a1 Eng, u the lows AQUA PURE SOLUTIONS, INC, 2493 7/26/01 o d CKP ASSOC.y'nC. OF Kane. R•Ch opnerson MPGA t.S.T.S. Mo. Date _ - ELK RIVER, SHERBURNE COUNTY, MINNESOTA _ O®It Civil Engmeera and Land Surveyor. 3 Jo Jahneon, P E 3601 Tlv.eM. w A•e"Anoka neo 55303 Dots 7/26/ t,,,,c No 12651 JEJ 763-427-N360 FAX 763-427-0520 DATE 7/26/01 I rxi NO 2982.01 SHEETS Ali 30, 2001 - 9 1_arn 1 / pp TpER CURB SECTION DOWN' ti cc / /TO FACILLITATE PEDESTRIAN o a^ HANDICAPPED RAMP \ _ . ... RAMP CONSTRUCTION 5%'MAX WAND,, E I w • -T1—Akn• 4. _ • . •' i INSTALL PEDESTRIAN HANDICAP RAMP o ° _< \ J7!I!_ 4� nONTION ---��V 4r a�"�/ -a I 1�=+• POND OVERFLOW c \ \ 0 - -- r'�— �= 1 ' ;- < gUTLET ® I \ �< o-e-:--e :.12 CONC. ``I �a z li ELEVATION 886-00 N. \ '" \ CURB & GUTTER I E-7, w II ' LLI \ • ar \ ' 40% 4r I f 1 in If .%, j VJ i N \•� SECONDARY I V • I PROPOSED ` \ • °. / I� I` •` BUILDING `,��• r• I o \ \'SEPTIC v • �\ • OFFICE \` --i\s,z . • • * • / I M I i `SITE I I‘.,.,,,\\\,-....,,-,1 \ F.F.ELEV.=891 00 ' F j r / c ' L N s� \N WAREHOUSE I _ 11 \ \I �, I F`F ELEV;=890.25 I I• i 1 T • i.\ .?\ . b `\ • I } t Ol ` - 7 / I0� I \ ALJ 0 / S i PROPOSED O — — j ,WELL 01� • 20 0 20 40 I — r LEGEND SCALE IN FEET m = SANITARY SEWER MANHOLE = HYDRANT ® = STORM SEWER MANHOLE FLFPG BB = CATCH BASIN ��5�RP U ELECTRIC Box Y,P �G = UGHT L G = SIGNAL POLE QJ0 ''I''ll MONUMENT I o = fWNO IRON MONUMENT O 3 IRON WITH UCENSE NO 18420.0 MARKED '0 t'' ''''' -IGF-= UNDERGROUND TELEPHONE UNE UfWeLL I�� -u6E-= UNDERGROUND ELECTRIC UNE FILTER FABRIC -E-= OVERHEAD ELECTRIC UNE - r-= OVERHEAD TELEPHONE UNE DOWNHILL /'/'''I Miy�M�M -GAS-= GAS MAIN POST '4 Y7 = TELEPHONE PEDESTAL H = ELECTRIC TRANSFORMER ' I 'I" '' a = CABLE N BOX �I 6e MIN. RIBED It' o = UTILITY POLE GU'MIRE DISTURBED AREA UNDISTURBED AREA *444011111. = SOIL BORING CO = GATE VALVE 1 "_2e - -: EXISTING WATER UNE INSTALL AS PER FILTER FABRIC WASHED ROCK -�= EXISTING SANITARY SEWER UNE MANUFACTURER•$RE WAIDAIIONS -,-= EXISTING STORM SEWER UNE -I PROPOSED WATER UNE , PROPOSED SANITARY SEWER UNE SILT FENCE DETAIL —= PROPOSED STORM SEWER UNE No SCALE ROCK CONSTRUCTION ENTRANCE —685— PROPOSED CONTOURS • -885---- EXISTING CONTOURS X 855 62 EXISTING SPOT ELEV x 855.62 PROPOSED GUTTER UNE SPOT ELEV (UNLESS OTHERWISE NOTED) 1.2%— PROPOSED DRAINAGE FLOW I hereby c«ufy that the Plan• DATE REVISION 0°°®"' GRADING, DRAINAGE, & SHEET .....�. PROPOSED TIPOUT CURB by me or P arms _ IW Hakanson neu .a • direct sueed _ Anderson EROSION CONTROL PLAN and that I a • LN:snesd ��---� PROPOSED SILT FENCE aRrtll 2 Pro - under the w,.: ASSOC.TIf1C. AQUA PURE SOLUTIONS, INC. OF PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE of the Stat • �Innesota. CKP r MDIlt - Clad Engrn«n and Land Surveyors ELK RIVER, SHERBURNE COUNTY, MINNESOTA 3 - E. Johnson, P E. 3601 Thurman Ave„,Anoka.NSNuwW 55303 Dote 7/6/01 Lic No. 12651 — JEJ 763-427-5860 FAx 763-427-0520 DATE 7/16/01 I ILE 40 2982.01 SHEETS ,ui LC _GO' - 9 torr \ / 1 1 1tt r $/A / / il' II 1 3 887 Q''7• E i x7. c \ \'.. .. cn ''. i ' a ., N � \ ' ' \ ' I \ , /--, ____Ik, , .., ._,_._ i • ., 1 Pill ' , / ss I I SECONDARY I PROPOSED - \ • \ j.. iiir \ c... ..) BUILDING �. / a1 'SEPTIC 1 OFFICE \` CP ; SITE I • \ F.F.ELEV.=897.00 �w _-- / / 6 WAREHOUSE\ \ _ \ x ` F.F. ELEV890. 5 j.....)• ... ;.. AO- c) \ I L • I / / I PROPOSED 0 — — —•� / I ,WELL — -- / aQ� % 1 = :-P ;1? O L 0 ..j - / 71 \I / 1 7 FT ROILED STEEL POST (MNOOT 3413)OR APPROVED EIXNL(3)PER TREE• 120 illet STAKES SMALL BE ORNp1 PLANT MATERIAL SCHEDULE WAWA.OF 3•INTO OROURO dv ` - PRUNE DAMAGED TREE • ftp KEY COMMON NAME SPECIFIC)TREE www , 1POLrPROPrL�1E -'b SYMBOL QUANTITY SIZE ROOT C LONG POLYEEPOLYETHYLENEPOLYETHYLENE 114 SET PLANT MATERIAL AT : 14a MIL) I 1/r WIDE SITUPS „a V Amu n.aal,as t....owe 6w➢Nc ANAL HORTME110VE IL ..AP 1111f�i •CUT AU. `• tripod m.uloat••* 14. SA Frazinus Penns vonlca lonceololoto Summit' 12 2-1/2" B&B DOUBLE STRAND 12 GA WIRE Summit AshYI 1010. FROM TOP 1/3 i R00T ML T.E.I 7 high or at wtn tM 3.-6-MIN OE/IM MULCH -'j= 2 g ` a —� 3" s• It Ili 4110 CS COLORADO SPRUCE PICEA PUNGENS 6 3-4" B&B ?A' PREVIOUSLY EXST'G GRADE .;. r.•a=—n-il