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Home My WebLink About07/31/2002 Env Bd PacketCity of Lino Lakes Environmental Board Meeting July 31, 2002 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Behm's Century Farm /6th Through 10th Additions /Preliminary Plat Review B. JADT /Plat Re- Submittal Review 6. DISCUSSION ITEMS A. Draft Subdivision Ordinance Discussion /Jeff Smyser B. Highland Meadows Park Landscape Design Review 7. DEPARTMENT REPORTS A. Forestry B. Solid Waste Recycling C. Other Environmental 8. ADJOURN • • Agenda Item 5A Environmental Board Meeting Date: July 31, 2002 Topic: Behm's Century Farms /6th through 10th Addition /Preliminary Plat Review Background: The Environmental Board has reviewed this area in the past. Behm's Century Farms 6th through 10th Additions is one of the areas excluded from the Residential moratorium. Mr. Gary Udhe submitted a Preliminary Plat for review on July 15, 2001. Behm's Development is located in Section 7, with Lilac Street on the South, 4th Ave on the East, Sunset Ave on the West, and Main Street on The North of this Section. Attachment 1 Analysis: Attachment 2 shows the MLCCS and AES Ecological land descriptions for this area. Superimposed on the MLCCS is the lime green area showing a 3f, or Mesic Forest classification. The MICCS shows an Oak Forest dry subtype. In the field a few years ago, Steve Apflebaum described this area as a Mesic Oak Savanna. Mr. John Johnson has indicated the areas observed during this field trip as the areas in white with the lime green boarders. Another significant area observed at the time was the wet meadow area on the NW side. At that time, we had a lengthy discussion about restoration opportunities associated with development. There have been no unique wetland species found on this site. For the most part, the soils are hydric in the proposed phases of Behm's. Mr. Johnson has completed extensive analysis of the soils /water relationships in this area and will be there to report his findings. The development site is agriculturally ditched and flows to CD 10, and ultimately to Marshan Lake. Wetland delineations are depicted in blue on Attachment 4. Park, Greenways and Trails have not yet been defined. Rick DeGardner, John Johnson and I, intend to get together to discuss. Rick needs at least 4 acres of contiguous open space for active park needs. How this can be worked into the greenway issue will be discussed at the meeting. Please refer to the Attachment 3 for general greenway concept. The Area shown as Outlot B on Attachment 4, is an area that is a mosaic of wet and dry landforms. Mr. Johnson has indicated that the Rice Creek Watershed has agreed that about 50% of this is wetland. Tree preservation has not been resolved. There are many trees on the site. The Oak Savanna areas should be looked at for preservation as well as any woodland areas that can be matched into a grade plan for preservation. Options: Open for Comment Recommendation: 1. Detail a Tree Preservation Plan. Focus on Oak Savanna Areas and general Landscape /grade plan that preserves as much as possible of the remaining trees. 2. Preserve wet meadow area. 3. Buffer important resources /Native plantings in buffer areas and created pond and infiltration area. Signage indicating areas protected. 4. Control covenants or device to prevent destruction of buffers. 5. Maintenance schedule for buffer areas. 6. Sequencing plan that would protect all soil, wet and buffer, and tree areas during construction. 7. Detail a plan that sequesters parkland and greenway /trails. Environmental Board Comments: Attachments: 1. Location Map 2. Resources Inventory 3. Soils/Water /Greenway 4. Surface Water 5. Preliminary Plat Submittals • Behms 6 &7 Location lap • 0 ,o • • • (1)(7) Behms 6 &7 Mlccs /AES Inventory Attachment 2 0 0° 0 0 10 00 (n �oogq�q 0000 440 a ,- oQ<7 09000000 0000000000 0.000000 000000 000 O• r,000000_0000 wv 000000000 000000000 000000000 000000000 000000000 000000000 000•- - 000000000 O • .^ 000000000 00000000'• 000000000 0,500:000 0000.0000 000000000 004000000 08-0\ 0 000 000. ■00 0000•''09.0 0000 00 0 1 - 0000000. 00 0, ' 4 00000000 0000 00 00 40 OO�tl900000000 004 �°'y00000000' 0C O • i O( 0 0.:00 000 0) .<7, COO 00 00 <0 OV0VVV0000000 000 0000000000000 000', 0000000000 00,0 0000000000 00000 000000000 000000 00000000 0000000 000000 40'0'000000 00000 000000000 00000 00000000 000000 0000000 000000 00Q 00000000 0000000000000 00000 0000000000000000000 0000000000000000000000000 00000000000000000000000000 00000000000000000000000000 000000000000000000000000000 000000000000000000000000000 00000000000000000000000000 0000000000000000000000000 000000000000000000000000 0000000000000000000000 000000000000000000000 000000000000000000 00•:•000000000 000000000 00000.000000000 00000••00000000 000000.00000000 00000••00000000 000000 000000 00000 00000 000000 AO t.0 000 00000000 •O• .O•.O•. oo � � 00000.000 000000. 0.00'0 0000000.0.00,0 b0000000 O• oo•,0000 00000000.0.0000000 00000000 0. 00)0000 0000000'•0.0'" 00 00000 00000 0000 000 000 0000 0: 00000 0000• 0000 00000000 0000000 0000000 000000 00000 0000 Q, 0`0000 00 0 0 0 00000000 x••00000. -• 0.0000• 000000,0 00.00000 0000.,.••0 0000000`0, 0'0000000 000000000 v00000000 000000000 000000000 00000 000000000 �• = , 000000000 OAOQ 0000000000000vvv00., 0000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 .0 0060 000000000 000000000 000000000 000000000 000000000 000000000 000000000 0000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 _424. 0000444 0000 L ^"^^00 00 000. 0 0 0000 J 0000 00000' 000 ,0000000000000 0000000000 00000000000 ,ob00000000 4 00 O "- 0 - 0, 000000000 000000000 000000000:._ 000000000- 00000000 00000000 00000000 00000000 004440.0 - ,\ I _ (NJ ._%�000400RO0. n�00000000 00000000 00000000 0000000 0000000004 _ 00000000000000 /-)0∎ 0000000000000000000000000000. 00000 00 000000000 000000 •000000000000000000000 000000000000000 •000000000000000000000 1 • 0000•• •000000000000000 t l'• 0000000000000000 . 000000000000000000 •000000000000000000000 0 000 000 400000 N mu" mrnmr FAR1p 61u Mine ,trier lam AMlrnrrr v PRELIMINARY PLAT BEHM'S CENTURY FARM 6TH ADDITION THRU BEHM'S CENTURY FARM 10TH ADDITION CITY OF LINO LAKES, MINNESOTA V01°9 Wv4 of �*° ANDOVER HAM LAKE SITE COLUMBUS TOWNSHIP FOREST LAKE TOWNSHIP OKA ,MPLIN HUGO BROOKLYN PARK GOLDEN VALLEY ST. LOUIS PARK MINN APOUS DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: STREET 10.00 J 1 10.00 -J 10.00 1 REAR LINE BEING 10 FEET IN WIDTH ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH ADJOINING STREET LINES AND REAR LOT LINES, UNLESS OTHERWISE SHOWN INDICATED AS SHOWN ON THE PLAT INDEX: Cl PH1 R1 El P1 P2 P3 P4 P5 P6 P7 01 U2 U3 U4 U5 U6 W1 G1 G2 G3 G4 G5 G6 COVER SHEET PHASE PLAN REZONING PLAN EXISTING CONDITIONS PLAN PRELIMINARY PLAT (SHEET LOCATION) PRELIMINARY PLAT PRELIMINARY PLAT PRELIMINARY PLAT PRELIMINARY PLAT PRELIMINARY PLAT PRELIMINARY PLAT UTILITY PLAN (SHEET LOCATION) UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN WETLAND/FILL/MITIGATION GRADING PLAN (NOT INCLUDED GRADING PLAN (NOT INCLUDED) GRADING PLAN (NOT INCLUDED) GRADING PLAN (NOT INCLUDED) GRADING PLAN (NOT INCLUDED) GRADING PLAN (NOT INCLUDED) CA Pro Mets%D.asd-sta•A QJTIR PARCEL670- 001‘620009A7- 9 -02d.o 0711312002 ta4026 PMSOT km)hryori-E- LEGAL The Southeast quarts of a. Northeast Motor of Lelka 7, Mendip 31, Rase 22, Mal. Gourds I5r.sets Pad outhee t quarts a to Nstlng! Mats of Setts 7, Ta.sd,4 31. Rene 22, swept Nos pade Morbid s follows l.piadp at 5e Norte s et thaws Of 5e Soutrs.d Ouster of the Naas! !brats of goons 7. Tashi► 31. Ilea. 20. Isms !wit dap the Met IM of Southwest quarts of the Northwest Ousts of Nm5a, T.. d.tso. of 120 bet a.m. rut SS to Nora be of Seuth.ed quotes a the Mathes Sister • Maws a 350 rest those Nora ,Rh to West Ms a to Soatrs.t Worts a the Northwest Warts b • aokt a br neatkn with to Nara of the said NDathhweet Ouster; aws.�M�MMy dons the Nora M a Se Ss5as! qurts a the Notated That pb�s d the !west. earner .f Se Saath..t Caste of the Names.! Arts of Seeds 7. Nos East alas I e Sawa Rs of .dal Nara..t Mara • Mess a 205 feet a.m. Nara .d pe bbd ash Re West to a the said Narthwa.t quarts • iron. of 175 feet, a.m. Whet .d posed ea to South be of Se odd NarS.e.t quarts to • point a Intmeotlon sttt the Met M of .aid Northwest Quarter: a.m. Sea dots the Wed Res of add Hartbeest qu.tsr to the odd of begaths and d.. ..qt ' That part of the Saraw.f Ouster at ir to Northwest Oa of Lean 7, Ms* 31. Noss S; bv6d as lobes 5p. st • pint . the teed Me at said Sauae.t Martyr of N. Maawt 5.41. edam 535 tot South of ao oars of Mal Southwest Gusts of a. texts* Oaartr uses rot prdd with Se North Ike of add Soutest quarts of to Northwest Osier • atones of 1047 bet these Seta meld .tlh 5e least 6e of odd Sawed Gusts of the Nara.* Gusts • maws of 705 bet awes Met meld .Nh Re North tie of sold Southold Starts of N. Mortised quarts • dishes, of 1047 bet to th. Wad IM of sold Southwest Osier a the Northwest Gusts ass. North along sold 11Mt ewe • ease, of 205 fest to a. pold of MOWN& wad dew seep! That pert ate Seute.d Oasts a the Northwest Osier a Setts 7, 31 Ross 22, ds e.d as false MgYswq at • point in to West M a said Soathwt quarts of to Northwest Gush doges 326 Mt South a the weat 0.a of sold Srra.ed Oats a the Northam! Oats ors. Est padd SS the North bes of M4 So.te.t garbs of to NorN.eet Oats • Melons of 1047 bet Ste, South pedal with Re Wad re of .4 Sodas! Oats ef to Northwest Gusts • Malmo. of 205 foot these Mod HMI .5. a. North Me of .old Ssatrsoot garter, el to Nrawed Omar • dishes. of 1047 fed to Re Mod M. of Mal. Sanest Oats of the Northwat Mats th... North don re 54 o • Sshse. of 706 bet to N. pint of tegl ntn, Mal o Cain* N.e Mo The Southeast Oatr of the Northeast Costs a adds 7. Toes* 31, Ross 22. Mena Cent% I51...o . EXCEPTING the blo.eq desrl0.d prods of pep t$ That Pet of Setts 7, Tesedlp 31, 54p• 22. Mode Cam* !.meet, Aearbd -. Ole. C000nasss at 5e Southwest thorns of sold Reuthwed Ouster of 5e Narthwe.1 Guru of Sets 7. Noss North 00 doses 27 .buts Sts wards Mot .. as seed bsa.n, airs N. Wed Me et Mal Saa6e.t tutu of to Northwest Oaatr of Seats 7 • Means of 170.00 fed to to pelt el beads N.nes . odd hosts a North 00 Morose n .wars a wood% Wes111 04..ng ad Wet Me ef to Sooteest Oats a� Oats a anion South Ss el sold South, Oast of the Northwest 32 Seaton • ddyes East 75 3 fee Mews South 00e degrees 27 .wads 22 mends Est alas • M pada SS sod West b e a Se 5.uth.eet Ouster f the Northwest Custer with SmNa Moths .4 Ni > la afore Northwest Quarter a Sods &Ism el,750.50 bat b the t of beeind , NOS to • o.nty reed .r 5e Mot 33 Mt and .eddies 2.00 was red of .rd Conti toad AND That part of Seeds 7, 54044 31, Rose !7, Aneha Casts is Mnamb Modred s Mows Carenanabo deR n ub: Sea caw of 1 aster a Iha Northam* Guts a Sean 7; those Nat 00 mused Mats. d.pp• 4 fbeden 1a54.s .taddab bee el Mortised Cesar of mn7•stfn x3!8.00 batbSe the Seth 00 dosses 37 nitrates 22 seams Wet al.n M4 Wesel re of to Sodhee ! quests a M Ouster of Ssolon 7 • abase at 150.00 feet them North d dorms 32 wads 14 soon* Est drq a Me mild wMh the South Ms el add 1.ut.set wartor ef the Northeast Sorts of 5estk. 7 • setae el 750.00 fst Nees San 00 swats 27 Moots Ie 7�• mends 1160..00 get Me pima theme SeW. sold degrees 32 swsrslw authors! Omar ds Mel %donee lee cold .M odd South bate 5aute.t Gusts el 5e Northeast Oats a Seas 7, • Mree a 700.90 !sot b Ss Pond of Ma55O, .►}at to a sooty did suer to lest 33 feat and a.waYws 2.50 ar. End of add sob reel MO Lob 1$13,14,16 and 15. Riede 1. 114N127 00401 wad Ina 4 51oah 1. SUNSET OMCS, soot the West 16A15 fast, •mss b to resoled plat . MN and of nerd IN to Moe of the County Meader, Men Canty. N.nsdq MO Lett Omni MOM ..0.*, te Ms nerdd plat . de .d a record In to OAes a to Cants R.oarder, Mo lets 10. 10. 17. 15, 19 and 70. Sisk 1, 1810 AR PAM lent sosedino to to neadd plot an M sad of roost! In to Ogee of to wets g .14., Men aunts Y..,.as. MO Outlets 4 C. and 0, apses Camay Fuld 6114 ACCITON, ..orbs to to rsoad.4 plot an go .d of Bard In to Ogle el to aunty Rester. Male. C.tmt N.nsela. MO That gad el estd C. STREET Ms ..tny of the Norlhorly steels. ate Est b. ef Lot 15. gook 1, 150 AR PARK NORM weed g b to recorded plats Mad of nand to to ORks of ue Counts Records, Male Cow* ldbae.ob wad s.tny ate Est Rlyet -shay M of Candy Road Ns 53 NOTES PROPOSED PLAT ZONING EXISTING PLAT ZONING MINIMUM LOT DEPTH MINIMUM LOT WIDTH MINIMUM LOT AREA BUILDING SETBACKS NUMBER OF LOTS BEHM'S CENTURY FARM 6TH ADDITION BEHM'S CENTURY FARM 7TH ADDITION BEHM'S CENTURY FARM 8TH ADDITION BEHM'S CENTURY FARM 97H ADDITION BEHM'S CENTURY FARM 10711 ADDITION R -1 R 135 FEET 80 FEET 10,800 SF. FRONT REAR SIDE 30 FEET 30 FEET 10 FEET 54 28 26 24 24 TOTAL LOTS 156 TOTAL AREA 95.12 ACRES WW1 CENTURY YARN DIN ADO :MN IOTN ADO. rr%Pe, i.r11.4%O.ei- men•h!l1LLT1Y PARfr1 A'M-OM 620001b.r/AAPa.n PPHyASE1 and PHASE 2 EQUALS 6111 /NEVII N OUTLOT B INCLUDED N 6TH ADDITION 611H ADD. 54 LOTS 7TH ADD. 28 LOTS 8111 ADD. 26 LOTS 9T1-1 ADD 24 LOTS 1011-1 ADD. 24 LOTS 156 TOTAL LOTS 'D JUL 15 2002 CITY OF LINO LAKES CAR:. STREET 13 el 'To AWAIT UNWAY SAFETY 'EA PH1 ecHM5 cEN TURY TARP 6TH 100. 1I/RU 10TH ADO. G \Pre Ncts ITOT PARTEL6'10-001 \670001647 9-62 d.e 67/13/760?- 124026 PM ['T SEE ATTACHED LEGAL DESCRIPTION SHEET C1 001110 .OW0. INIVIARIk ..ritAl ta 1 i Kt 'MA lair UNWAY SAFETY AREA :i. RUNWAY --- — 1 1 1 / 1 I 1 1 1 / 1 1 / / I I L— 1 —I� :a / j I I j .:iii �►' 1 .. 1 1 1 / 11 I 1 1 / / L l 1 / / /II . 1 J! CA::.. S • — 1 REVISIONS ti OEIS mum FARM 41$1 ACIO. SOU tolw ADM CAP,41Pcis9021-1,Pc-VVU-T01 P A R C E 1 . 6 3 0 - 0 1 M 1 6 3 0 0 M 0 7 - 9 - 0 2 4 . 0 07A5/2002 IVAN PM C T 1 a -3333 .3 333333333333 •..33333.1,33 133333 333340 303 4.33333,33333 JUL ZOOZ ail OF 'ONO LAKES --------- 0 • — • 't El BENY'S CENTURY PARIA 6TH M0. THRU 10TH A00. C_\Pr9ketT\NeT -Crm 211CI.ITd1 PARCE1630- 001\63WOIbd7 9- 02e1.0 0_/13/2002 12-0026 PM CIT 110111011®1 INN 1101 110110110110111011101$101110110 1 111a111111111MI111E1111.110111111111 11111111011 own 040.4 1011iFd11 ®l10111s11No11ma 11al 11 CARE. STACE a ei 1 11- 1110110 !1!01110111 ®11 ®11o111f011011 It .1 UNWAY SAFETY AREA -a n RUNWAY 1 1 1 1 i 1 1 ! > N / 1 jOsa_ / 1 / 1 / 1 1 1 1 6 T- / • / / I 1 1 � % 1 on 1 / Lsl- I1 1 r m REVISIONS • 66161'5 CENTURY FARM DM 1100. 111161 101M A00. 1 / 1 \ \ ` \ \ `— i \\ — � TE, _ ,�_ ._. iv ea II 1 1 �e \ �i/ / ,// \\ .\ \` \ ■ �� ,16 / / osT 1 / \ /' 1 1 1' ; I I 1' / % ..► \y, ►r ;1 I • I 1 ,/ ,/ 1 1 \ \� I - _--_,' ! - --�� i / / ■ , "' ' \Prokcts \D.ot- Geo -2'l L1TDR PARCEL670- Oo1 \630001bd7-9-D2else 07/1112002 12+0006 PM CDT 1 j ,ykir 1 1 I 1 / / —\ Z\ \\ pp. i I 1 11.1 1 I / \ \ k Zak_ It i I 1 /�\ •1 1 / rf . \ I i FT I, \ \ \_I \__�/ /� —1 \. — -/1 I ■ l {. \ / 1 !$ / vl 9 / ~— -:--P \, / 11 /' -ice` . - -� \\ Af\ `\ \:/;/ w / / / /, , 4�\ C /jTi6i \ 9 � I\: / /,/,/,. /4; , /,--0/43.,,e4,;/,/,/ ,---; / / \ I \ \ \I\ \fir - -i, // / /�' /'. \\ \ \ \�� ` \ \(`l \1 ` \ w� 1 — • —_.___ `-" QOM 7 � \\ \ L/ ` `� \ 1 �� )1 1, /, /// \\/.\ \ j ` fli I— ------- 4 -------- J. ---- 1..:14.,____:::...., 1 Imo_-------- 1 -_-_ rte_ _ _ \ ' , l / / r l /;'/ �` \! \ rTi 1 — I //i �� - _ _ _ 9-1 911 i \� r i,,,,,,,,,...1 ll l/1 r�r'� ;�_— \ \\ `\ ` III jII — —_ \\ ! \`p // /, :\ \ \ \ - - -- _III 11 I I (S ..}:,: _ - I0 if GRAPHIC SCALE m ZOO ( IN FEET ) 1 Ines - 50 It DEMI CENTURY tutu 6TH A00. Tau tons A00. C o kets \D•es -{r.0 2 \1Q.IT(Yt PARCEL63Q-00I\630001td7 4 -42:1.0 47/I32002 t2O626 PM C�7 0,1 1 11 11 1 11 11 11 11 • 1 I, 1 ,1 1 1 . 1 1 1 1 - POLE SEE SHEET P4 / crow MON 1 I! 1 • • e GRAPHIC SCALE "0 e• 1 M1 caMET 1 Inch - 00 R .1 \T! 1 1 ----- - - - --- • 1 N t- 1 / OIPI`LOT 'A !/ ! 1 , 136.12E S.F. / 1 ts '• I / 1 11011-1111E PEW 90. PO'• /ER ASEMENT 4 1 1 I , 1 / 1 1 1 1 / 1 / 1 / 1 / Jt � - - - MON 11111 / / 4 \ \ 11 —1 (i \ — — - ----- / t�1 \\ 1% /6,7//7///7/. en9, 1 • 0 \ r 1 6,6,7'.7.1. 1 \ \ \\ IIE71 \ 0 \ 1 / / 1 / 6 1 1 1 1 1 1 1 1 1 t / —^1 / 1 1 \ , - / / - ~�`\ 1// / l / '• I 1 /1 1 1 „ 1 (y\ 1 \ / 1 / \ _ - In 'a Tv Fink 8_ / — 1 114#40# , V+ 44 it • • 40:44841 46. #00,41" •"•4* -4r4p. r- 1 \ 0 L- 46 , \ 12,2 S' — SEE SHEEN' P2 - - -17 / / , r \a 111. 10 s.\ / / / / / SF 127 4 /1T r'`1t 85.10 .418 S.F. 11; 1` m P3 DEW'S CENTURY FARM 6TH A00. 11*U 10TH ADO. 0\P.o 1Rets\0.OS- 0re0- 2\NOUTOR PARCE1 .630- 001\630001b47 -9-6 d.n 07/13/2002 124026 PH CDT GRAPHIC SCALE (MV6T) I huh - 60 ft :14_.'. -- / , / - / - , / / , / / / / -- / / / / / , / , / / / / / / / / / / r 3 11.832 S.F. 12. 3 F. .,. :4...h 1014.72 167.0- $I 1 II 11 I1 11 1 I1 1024-1. NE POLE •0. 90' POWER EASEMENT 0 14 - - -.. MQhLOE POLE OUTLOT A // SEE SHEET P3 ' P4 • • 12.629 S.F. • • 30 • \1 r 0•sralesls •p•os- fre93•IQI.ITOt MC iftj0- 4091 \00110197 4.024.9 0 /13/2002 1Z0O26 M COT GRAPHIC SCALE • r ` r i I 2 1 10.804 S.F. • 10. 1 1 les L - -J - -J 1 , 1/ • 11. v JI • u, 1 Wets GO It. 3 10,804 S.F. r R 1 1 1 1 -1 .I 10,800 S.F. 1 43 - -J Vr f. • ;rte - -, 1V 4 10,804 S.F. L--- - -J r O •. 10,800 S.FI 441 L J r - -5 - -, 10.804 SF. L - - - - -J r- - ---1 10,800 S.F. L- --5 --J / O • 0 • 11161 a: 6 10.804 S.F. L----- r r 1 10.604 S.F. 0 11,614 S.F. 6 -__j 40.00 r L , J 14,114 S.F., r 00 2 , 10,804 S.F. L • 135.00 10,800 S.F. '4.400. 40..40\ ri /71„1. 197.0- OND- 3 /L:0..87 RE 19 /11 4■40. 0/ 4*)44.4141:407i 1 i!c°. vr ---------------------- t 011L- 1 L r • am-sat pow • • , 1 Ir t- / J L 1 J r-- - - -RP b • I\ ✓ 4 ,/ 10,804 S.F4 1 - U 0 R- - - - - J V 14,114 S.F.', 8/ L - -- oo - 74 / / r- - -1 5 1 11,597 S.F. I J RECEIVED JUL 15 2002. -LY 4c 1.010 LAKES- - 7 � - -t 112,590 L. 11 1-&-E.1_ 14-14 �� I l 1 11,141 • I. I, t 11' 11 1 11 1`11 `111 I'� I 1, / \ \\ pp\ I/ 91~'1 Tl/j11.L1+'lll` / • 1 1 sF.1 - - - - - -! 1 1► d\ / / 1 I / I / I:, 12,226 S.F. �9 1 1 • / 1 L_L. 40.110 / 135.E - - - - -9 r \ h I - - mew S.F. 7 ig 1 1- L 12.150 S.F. Ni; F. 6 _1 -• -- - -- - 0 sd p ARE \�/ .o \y/ '//1\ • \' • \\ • • \ 2 • 1 / ▪ - - \/ 12.883 SF. ? -- /. • \ / \ ` °% ` i \ / 16,555 S.F. .• / • • • • J of • -- yQf -LJfIE / ,041 '.0 1 ` • so • <- \,1412/ 1. -' -- , • "1" i • 1 • / ' \� / s/ • • 147.I.111.11:11111:17:11110L1 :11L:111:41 t I I '4 \ • 1 f • • • / -; Iy111 IIL \ / Y • / iirs 439 Vrt$ x ;\ �t /1 as \ 1 'III II '1/1'11 'It ill • 1 / • >1‘,\/11) 111 Id \\ 1 1 • ` \\ \ I \1\- 1 1 1 1 \\ , 41 / -- 'Hi . \ I e \ 20.04 S.� I 11 \ • 065 _jr- I I f emu,. \\ \` J -\5154 'J� ''I� II - -1-- 5tltl'I't • -1 •• - t 1� '''I' I t \ , • ORORI + \ 11 11 I '1 - - - -, NNL , t'? 11t�111 • / 11 1 1, II I I, 1- - - _ . - - -- 11 1111 , I'I' i 1 1,_ j1 1 III • ,3,880 S.F. - - X01 1 1.62 / L ^ -17 4 1 K7.7 1- 23.89 /\ / • / • • / - 1 _^ /_ • 1� C1-6,250 / lu • • • 13.x;9 SF. • fr J 1 \ • • / • • • ,��; pONO C5UTL -bT' // A - - - 41,037 S.F./ 4/C SEE SHEET P6 • • // 11 111 1 1 1;g' ri 11 11, t,1 IIII,I III I 1' I I 4 4 4 - 1------1::::::‘41:654...1111:11 1141: 'it 47: , ■ si.ki 0 iiii,1111111;111:1:Iiiii;IIIIII:siiill till.1111 1 1 III 1.14A wall "WR4A9011.1" "1111 tit 10 14111 ‘1.....4itirrIfil 111.13/4/1/11.11113:1111r, :1\1 1 HVI1- 40\141 4. 13m2 & SEE SHEET P7 REVISIONS P5 11 - GRAPHIC SCALE a 10 110 . 1 / l 801-181E ruz ._ - - M � Ui 9IY POWER ` / i 7 {r te � ' ♦ t i , i ▪ - - -- - W L w w\ :/ // i▪ ' 13.768 S.F' / \ N. 1,' / \� , ,\ I P' 2 0,\ 135.00 -- s-o'o —:— J --try. • iraee :s.F. L / \ • 11,064 s ('5 13.147 S.F. J0 14.932 SF. I 1 I- - - -1-J 901.0 - 111 PICT ) l Inch - 60 It. REVISIONS 0 P6 TAPre brta %New - Yarn- P\/QITIst P*PM RIM PH d.n 117A1/PPIP IPPOPR PM L?T 11 ®11 =11 =11 ®11 11 ®11 11- 11111111 ®11 ®11 =11 SEE SHEET U3 El 1 t- o N W 2 2 VI W a J 0 2 �11®i1U11i�1 tt�lll� 1 1.111.1111.11122.11 LW CARL STRE 11- 11= 11 ®11>11131II ®111ffi11 911 = 1111 ®11 91 SHEET 14 SIM J J m iit91113 -- - -'MLCT g'-- 115 11=111=1111>1911111111f1@!1 1— RUNWAY SAFETY AREA" • RUNWAY = -- REVISIONS • 1 1 1 I 1 1 / 1 I 0.t(u' / 1__'_1 ! �tY1 J_ j v- 1 _ 1- . . - - -- -1-- I / i a.. a9aesa.',',' -s4-sP • a • I.e.. ait P O tt 1 I / l f � U1 DOFFS CCRAOFF FARM 6TH & 71S1 MOTIONS e. for4Aliwer;ZC:-..s-2NROLITOR IMAM AIR-ORMAIRIMIbd7-4-1r.d.n, (17/11/nOR 1PilkAA PM CD WETLAND PLAN WETLAND POND AREA WETLAND FILL WETLAND MITIGATION ■•••••■•• •••■•••..M •I• • Ts THE --------—----- . ‘1:•:'.1. 13 2 -- ' ---------- .. ... ' '' • - - / ' ..- % .• . ,.. %.• _ _1 -------- - - - -- L I L.. -- - • I - -- --- ------------- ----------- -- s. ---------- I '•• ------- ------------- ---------- -------- ."• ---- - ----- \ -------- „, • \ '•, ------ W1 Agenda Item 5B Environmental Board Meeting Date: July 31, 2002 Topic: JADT /Lino Lakes Commercial Center /I35W and Cty. Rd. 23, Preliminary Plat Review /Re- Submittal Background: JADT submitted proposal earlier and this plan was re- submitted after staff input. Please see Attachment 1 for Original Submittal. The Environmental Board did look at the site without a specific plan proposal in 1998. Please see Attachment 2. Although the Memo on Sept 24, 1998 is Titled "McDonalds ", it is obvious that the Board was reviewing the entire JADT site. Analysis: In 1998, the City negotiated a tree for tree replacement agreement on this site. The Tree Inventory for this site indicated 454 significant trees on the JADT site. There were many smaller trees, particularly Oak trees on the McDonalds site. Today there are 23 or 24 significant trees left. See Attachment 1 (yellow line around trees). The new plan calls for the removal of the group of trees in front of the "V" shaped building. There are four or five trees left here. We have received no significant tree /soils /protection or sequencing plan. There appears to be no possibility of joint parking between Target/Kohl's and JADT. This is unfortunate because the JADT site appears to be very small for the facilities that are designed in the plan. A Landscape Plan is submitted. The landscape plan as it stands needs some revision. Trees lined on Apollo drive should be changed to Oaks, so they are similar to the McDonalds site. Crimson King Maples and Schwedler Maples should be changed to oaks. Adjacent to the Freeway, Colorado Blue Spruce should be changed to White spruce, and Scotch pines to Austrian (salt tolerance). The dwarf cranberries should be changed to Highbush cranberries if screening is an issue. Ground seeding in drainage, buffer and swale areas should use the same seed schedule as Target/Kohl's (Attachment 5). There is no irrigation in the plan. This needs to be submitted for areas of all plantings other than native planting areas. It is strongly advised the Developer hire a competent landscape company to install all Native areas and maintain them for the first 3 to 5 years. It is hard to tell what the "V" shaped building has in front of it for surfacing. This should be a pervious type paving if possible. It appears there are yellow twig dogwoods planted in this front area. I suggest that several tree - planting grates be installed here. Burr or Swamp white oaks should be placed here. The Surface Water /Mitigation Plan was previously approved by RCWD. Since we required sequencing and protection of the resources (soils, water infiltration areas, and trees) from Spirit Hills, McDonalds and Target, we should ask the same from JADT (attachment 4). A BMP plan was also submitted from Target (Attachment 3). JADT should duplicate this or work jointly with Target/Kohl's. Options: 1. Approve 2. Recommend Denial 3. Recommend approval with the above changes and agreements. Recommendation: Option three Environmental Board Comments: Attachments: 1. Old Site Plan 2. September, 1998 Environmental Board Recommendations 3. BMP /Target 4. Sequencing Plan 5. Seeding Schedule 6. Preliminary Plat Proposal 7. JADT Plans ;;NlivAlmg; 14, . °;i; ill lin S t %gli 3W.12A • emorandunl 04ehteAt 2— To: Brian Wessel From: Marty Asleson Date: Seirl '? t' i 1 ? J Re: Environmental Board Recommendations for the McDonald's Site The staff green -sheet recommendations presented to the Environmental Board at the meeting held on September 24, 1998 were approved with the following additions and specifics: That the plan concepts sketched by consultant Dennis Grebner should be considered this plan. specifically, consideration is given to eliminating the removal of the woodland ast for ponding. consideration is given for using this woodland for surface water infiltration. That consideration is given for the establishment of berms between the woodland to the east and the road for the purpose of slowing water runoff and increasing infiltration. 5._ That woodland areas circled on attached map be considered for preservation purposes. 6._That consideration is given to the over -all grade plan and the possibility of eliminating the storm pipe from the bituminous area on the west side of the building, and that consideration be given to surface draining water from the site through berm/woodland area. 7.—That consideration be given to minimizing advertising, sign light spillage and that options be explored for low impact to areas outside the business district. 8. —That a surface water management plan be developed for the entire business district to maximize infiltration capabilities on the site. July 24, 2002 9. —That native vegetation is used in areas determined by the design committee to be appropriate. 10._That soil disturbed in construction areas be rebuilt and modified to support landscape materials and surface water infiltration. 11._That joint - parking areas be given consideration as a possible way to increase greenspace (including tree -save areas). 12._That a tree preservation plan be submitted with the grading plan. 13_ That consideration is given to maintaining some area to the extreme south as a natural area. Memo To: Michael Grochala From: Marty Asleson Date: June 21, 2001 Re: BMP/Target Site RECOMMENDATIONS The following Management practices should be addressed in relation to storm water Management Housekeeping practices on the Target/Ryan site: Effective stormwater management should be a high priority because this will eliminate concentrated inputs of aerially - deposited and roadway - related pollutants to Lino Lakes lakes. Management Practices Housekeeping Practices These are used primarily in urban areas to keep impervious areas clean and are most effective when applied on a continuous basis either year round or seasonally depending on the nature of the problem. These controls are likely to reduce pollutants by 25 -50 %. Individual practices include: • Street Sweeping • Street Maintenance • Collection System Maintenance Catch basin cleaning • Storm sewer flushing • Litter Control • Chemical Ap • Iication reduction • Deicing materials • Pesticides and fertilizers • Safe Chemical storage improvement ,11/4y/kt-t- Construction, Monitoring, Operation and Maintenance Plan For Infiltration Basins in the Spirit Hills Development, Lino Lakes. The overall objective for this maintenance plan is to ensure the longevity of the Infiltration basins designed as part of the stormwater management plan. Introduction Infiltration basins are designed to retain and infiltrate the stormwater runoff generated for a given design rainfall event. The success of an infiltration practice is dependent upon a number of things: naturally permeable soils and subsurface material, sufficient depth to the water table and /or a restricting layer such as bedrock or a hardpan layer, proper construction, proper operation and maintenance and pretreatment of stormwater to prevent clogging of the soils. In addition, a review of the soil borings of this development shows that there is sufficient depth to the water table to prevent a water table mound from forming underneath the infiltration ponds and affecting roads and other infrastructure. As a result, the following issues are addressed in this Operation & Maintenance Plan to ensure the short and the long -term performance of the infiltration ponds: • Ensure Proper Construction of Infiltration Basins /Ponds • Minimize Sediment Loading to the Infiltration Basins /Ponds • Develop a Monitoring Plan • Short - Term Maintenance Requirements • Long Term Maintenance Requirements Construction of Infiltration Basins /Ponds Proper construction is extremely important in ensuring the successful operation of an infiltration practice. The following recommendations regarding the excavation, timing of construction, equipment requirements, and landscaping plan will be incorporated in the final plans and specifications. • Excavation of Materials in Infiltration Basins/Ponds Page 1 • Initial grading and excavation of materials in the infiltration basins /ponds must not exceed 2 -3 feet above the final grade. • During the construction process, stormwater infiltration basins /ponds may not be backfilled with any material unless authorized by the engineer in writing. ▪ Final grading of the infiltration basins /ponds requires excavation of the remaining 2- 3 feet of overlying material down to the naturally occurring permeable subsurface material. This shall be done with a low ground pressure D4 dozer (LPG), low ground pressure D5 dozer or 864 traxcavator (rubber Tracks). Soil compaction • Minimize compaction of underlying soils by not traveling over the infiltration basins /ponds and surrounding buffer areas with heavy equipment except to the minimal extent necessary to grade and construct the infiltration basins /ponds. • Grading of the final 2 -3 feet of overlaying material should be done with light earth- moving equipment to minimize compaction to the soils. See above for the recommended equipment. • Once the final grade has been established, the infiltration areas shall be treated as a septic area. No other heavy earth moving equipment shall be allowed to traverse these areas. If the silt fence has been disturbed, the silt fence around the ponds and infiltration areas will be replaced. Using Infiltration Areas for Sediment Removal during Construction • Each infiltration basins inlet shall have a temporary sediment forebay. The main purpose of this is to offer some sediment deposition areas for the larger particle sizes. This is an attempt to reduce the deterioration, plugging and surface clogging of the basins infiltration capacity. These proposed forebays are approved for this project. Landscaping of Infiltration Areas • The establishment of native vegetation that can withstand wet/dry cycling and fluctuations in water levels, are salt tolerant and have a deep root systems promotes the infiltration capacity of the underlying soils. The basins, pond benches and mitigation areas shall be seeded with the City of Lino Lake seed specification. It shall be seeded per the City of Lino Lake planting specification. The developer shall allow any specialty seeding contractors to bid on the city seed and planting specification. See the City of Lino Lake's specification - Appendix B. Pretreatment ▪ The inlet forebays shall serve as minor pretreatment areas prior to the water filling the infiltration basins. Other best management practices noted on the final grading plan shall be implemented and maintained. Inspections and recommended actions may be made by the project engineer, City engineer and the Rice Creek Watershed District inspector. • Monitoring Plan Page 2 • Monitoring of infiltration practices is important in evaluating their short and long term performance as well as in the identification of their short and long term maintenance requirements. It is recommended that visual observation of the infiltration ponds be performed by the developer of Spirit Hills on a routine basis. The Developer may hire personnel to do the monitoring if he wishes to do so. The change in standing water depth above the basin floor over time should be checked: • 1. A StrathAyr double ring infiltrometer test shall be done to get an initial infiltration rate. 2. A minimum of six major rainfall events per year to monitor long- term infiltration rates. 3. After each major rainfall event in the first few months of construction to monitor infiltration rates. This visual inspection will provide information on the degree of surface clogging that may occur over the years and will help to identify the short- and long- term maintenance requirements. As a general rule, the ponds should infiltrate the volume of water generated from a 2.5" rainfall event plus the run -off from the Minneapolis -St. Paul median storm of 0.34 "in 72 hours. Limiting the loading time to 72 hours allows for plant growth on the bottom of the basin and prevents the development of anaerobic conditions in the soils. Maintenance Plan The developer shall be responsible for maintaining the stormwater management practices located on the site prior to city acceptance of the project improvements. This shall be at the time of substantial completion. Substantial completion is that state of progress of the work when the work or designated portion thereof is sufficiently complete in accordance with the contract documents, so that the owner can utilize the work for its intended use. The homeowner's association shall be responsible for maintaining the stormwater management practices located on the site after substantial completion or project acceptance, whichever comes sooner, but not before the homeowner's association is a legal entity. Page 3 • Short Term Maintenance Requirements Vegetation Short- term maintenance would require partial re- vegetation in areas where the native vegetation is not able to survive. This should probably be a minimal requirement for the developer as the seeding contractor for the project shall be responsible for the establishment of the vegetation until the city or homeowner's association takes over the project. Due to the native planting seed mixture (MNDOT 25A), which is proposed for the stormwater areas, the developer will be required to contract a landscaper to perform a prescribed mowing or burn once prior to handing the project over to the homeowner's association or the city. The homeowner's association or city shall contract a landscaper to perform a prescribed mowing or burn once every five years. Permission for the prescribed burn shall need to be obtained from the city fire chief or the MN State Fire Marshall. This is a good short and long term maintenance technique to ensure the healthy and continued growth of native species. All risk for the fire is taken by the landscaper using the burning technique. Erosion In the event that the side slopes of the stormwater management basins erode the following short- term maintenance requirements may include: 1. Excavation of sediment where it is accumulating in the basin with Tight earth - moving equipment. 2. Re- grading of the side slopes and bottom of basin (if necessary) with light earth - moving equipment. 3. Re- seeding as originally specified in the vegetation management plan. 4. Installation of an appropriate erosion control blanket to reinforce the side slopes if deemed necessary by an erosion control specialist. Long Term Maintenance Requirements Depending upon the quality of the stormwater being infiltrated and the ability of the buffers to treat the stormwater, the soils in the infiltration ponds may become clogged with fine material over time to the point of infiltrating the runoff generated from a 2.5" rainfall event plus the run- off from the Minneapolis -St. Paul median storm of 0.34 "in 72 hours. Expected long- term maintenance would require minor rehabilitation of the infiltration ponds and infiltration trenches. Page 4 Infiltration Ponds/Basins •The rehabilitation of the infiltration ponds would require the excavation of accumulated fine material with light earth - moving equipment and re- planting with native vegetation. Excavation would occur in the following manner: • 1. Remove the accumulated fine material and topsoil with Tight earth - moving equipment. 2. Excavated material shall be hauled and disposed of off site to prevent the material from re- entering the basin(s). 3. Excavate down to the naturally occurring permeable, sandy material. 4. Following excavation, re- vegetate the bottom of the basins as specified on the final grading plan. or 1. Burn existing vegetation or mow in late fall with a rotary or sickle -style mower 2. Aerate affected sediment basin with an Aerway ground - driven, rolling -tined aerator /cultivator. Minimum of two replications (passes). Minimum of 3.5" tine penetration into the soil. If the infiltration practices are designed properly, are constructed as specified and protected from erosion (buffers, vegetation, etc.) the basins could very well be maintenance free in the long run. In the worst case, the timing of the regularly scheduled maintenance should not be different than any similarly designed swale, ditch or NURP pond in the city. The long term maintenance shall be taken over by the city or the homeowner's association when the project improvements are accepted by the city. Page 5 • Memo To. Mike Grochala From: Marty Asleson CC: John Powell Date: July 11, 2001 Re: 0 & M Plan /Spirit Hills /Additional Comments This is in reference to the Rice Creek Watersheds request for the City of Lino Lakes Approval on the submitted O &M plan for the ponds and infiltration areas for Spirit Hills. I think the plan is good. I would like to see a more definable standard for "compaction" on page 2. In the fine sand soils I would like it to say the soil compaction should not exceed 80% Standard Proctor, or 1.28 gm /cubic centimeter in areas where structural support standards do not have to be used, and as low as possible in adjacent areas to structural compaction areas. I have discussed this with William McCully and he prefers to use existing conditions for soil density measurements. In that case, and assuming there is not a preexisting compaction problem, a measurement should be taken to reflect the preexisting condition (preferably the measurement would be in terms of bulk density). On page 2, the "Landscaping Infiltration Areas" section, should be rewritten to say "seeding schedules will be established by the City of Lino Lakes, and be planted by a qualified landscape contractor as approved by the City. A 3 -5 year maintenance contract with such a company is required ". Lino Lakes Environmental Memo To: Jeff Smyser From: Marty Asleson Date: 07/24/02 Re: McDonald's Site Plan /Building Permit Issuance Pete Klugal has asked me for a review of the McDonalds site plan before the issuance of a building permit. My comments are as follows: • The only reference to tree preservation plan that I see is item 8 in the planting notes section of MFRA corporate drawing no. 022 — 0342. We need to have the save trees and the removal trees from the tree inventory located on the site - grading plan. We need to have the tree protection fences located on this plan. We need to have all planned ground disturbances defined ( such as utility corridors) if they are in proximity to protection areas. We need to have indicated on the plan an established staging, and building - materials storage area(away from protection areas). We need to have an excavation and tree waste storage area located on the plan. We need the name of the project supervisor with a telephone number located on the tree preservation plan. We need to have a definition of how diseases such as oak wilt will be prevented on the site. We need to have a description of tree removal methods I.e. trees will be directionally felled away from save trees. • City approval for the Planned Development Overlay Landscape Design Standards included a one -for one tree replacement for phase I ( McDonald's and Outlots A and C ), and each of the 275 trees identified on the site(excluding Elm and Boxelder) removed be replaced. We would need a schedule for these replacement trees before removal. Replacement trees will consist of overstory trees with a minimum of 3 inches in diameter, or evergreen trees with a minimum height of 8 feet. • The Black Hills Spruce located on the SE corner will pose a visibility problem for traffic in the future. Replace these with red/white oaks. 4 • • Quaking Aspen in islands would be very short lived. A better selection would be green ash in the NW islands and Swamp White Oaks in the prairie area to the South. • Since we have been selecting native materials for flowers as well, I would suggest replacing the daylilies with Black -Eyed Susan, or Purple Coneflower. • The comer of the Lake Drive (NW comer)sodded areas should be rounded off and planted with a low growing wild seed mix out to 6 feet. The same should be done for the native area on the NE side. The low flower mix should be used here with Junegrass and Blue gramma. • One additional white oak should be planted on the SW comer and three white oaks (white or burr) should be planted on the NE comer. Thirty feet of clear zone should be maintained from any trees and the intersection corners. An additional grove type planting should not deter from view corridors on the NW comer. • Although an irrigation schedule is mentioned in the Landscape Plan, I see no irrigation drawn onto the plan. All sodded areas should indicate this and be designed so that overspray does not go into the native areas. • The following list of native seed should be used for the native planting areas: Seed Pond Area Grasses: 1. From normal high water to highest 1 -year water elevation - 38% Big bluestem ( Andropogon gerardii) 15% Canada wild rye (Elymus canadensis) 10% Switch grass ( Panicum vergatum) 7% Indian grass ( Sorgastrum nutans) All above PLS. 13% Blue joint grass (Calamagrostis canadensis) 2% Wild rye (Elymus virginicus) 1% Green bulrush (Scirpus atrovirens) 3% Wool grass (Scirpus cyperinus) 1% Giant bur -reed ( Sparganium eurycarpum) 10 % Cord grass ( Spartina pectinata) • Page 2 All above by bulk weight. Pond Area Forbes: 2. From normal pond water elevation to top of 1 year high water elevation - 4% Sweet flag (Acorus calamus) 1% Fragrant giant hyssop (Agastache foeniculum) 4% Water plaintain (Alisma subcordatum) 4% Swamp milkweed (Asclepias incamata) 4% Panicled aster ( Aster lanceolatus) 8% New England aster (Aster novae - angliae) 1% Red stalked aster (Aster punceus) 3% Canada tick trefoil (Desmonium canadense) 8% Joe -pye weed (Eupatorium maculatum) 6% Boneset (Eupatorium perfoliatum) 2% Grass - leaved goldenrod (Euthamia graminifolia) 1% Sneezeweed (Helenium autumnale) 2% Giant sunflower (Helianthus giganteus) 4% Common ox-eye (Heliopsis helianthoides) 2% Great StJohn's wort (Hypericum pyramidatum) 11% Tall blazing star (Liatris pycnostachya) 2% Wild bergamot ( Monarda fistulosa) 1% White prairie clover ( Petalostemum candidum) 2% Purple prairie clover ( Petalostemum purpureum) 2% Mountain mint (Pycnanthemum virginianum) 6% Black -eyed susan (Rudbechia hirta) 3% Stiff goldenrod (Solidago rigida) 2% Tall meadow rue (Thalictrum dasycarpum) • Page 3 6% Blue vervain (Verbena hastata) .5% lronweed (Vemonia fasciculata) 4% Culver's root 2% Golden alexanders (Zizia aurea) All above by bulk wt. 3. Grass Blend for area between 1 -year highest water level to top of pond: 35% Bigbluestem (Andropogon gerardii) 7.5% Side oats grama ( Bouteloua curtipendula) 2% Canada wild rye (Elymus hystrix) 3% Switch grass (Panicum vergatum) 25% Little bluestem ( Schizachyrium scoparium) 25% Indian grass (Sorgastrum nutans) All above by PLS wts. 2% Kalm's brome (Bromus kalmii) .5% Prairie dropseed (Sporobolus heterolepis) All above by bulk rate 4. Forbs blend from top of 1 -year high water to top of pond: 1% Yarrow (Achillea millefolium) 2% Fragrant giant hyssop (Agastache foeniculum) 6% Leadplant (Amorpha canescens) 2% Butterfly weed (Asclepias tuberosa) 2% Smooth aster (Aster laevis) 4% Asure aster (Aster oolentangiensis) 2% Canada tick trefoil (Desmodium canadense) 3% Stiff sunflower (Helianthus rigidus) 9% Common ox-eye (Heliopsis rigidus) 3% Bush clover (Lespedeza capitata) • Page 4 8% Tall blazing star (Liatris pycnostachya) 6% Wild bergamot (Monarda fistulosa) 4% White prairie clover (Petalostemum candidum) 14% Purple prairie clover (Petalostemum purpureum) 14% Black -eyed susan (Rudbechia hirta) 2% Gray goldenrod (Solidago nemoralis) 1% Upland goldenrod (Soildago ptarmicoides) 3% Stiff goldenrod (Soildago rigida) 3% Showy goldenrod ( Solidago speciosa) 7% Hoary vervain (Verbena stricta) 4% Golden alexanders (Zizia aurea) All above by bulk rates. 5. Upland Areas surrounding pond and other restoration areas: Grass Blend: 30% Side oats grama (Bouteloua curtipendula) 25% Blue grama (Bouteloua gracilis) 42.5% Little bluestem (Schizachyrium scoparium) All above by PLS wts. 1% Kalk's brome (Bromus kalmii) 1% June grass (Koeleria macrantha) .5% Prairie dropseed (Sporobolus heterolepis) All Above by bulk wts. 6. Forb seed blend for top of pond and other upland areas: 1% Yarrow (Achillea millefolium) 16% Lead plant (Amorpha canescens) 2% Butterfly weed (Asclepias tuberosa) • Page 5 3% Heath aster (Aster ericoides) 3% Azure aster (Aster oolentangiensis) 1% Golden aster (Heterothca villosa) 3% Bush clover (Lespedeza capitata) 1.5% Showy penstemen ( Penstemengrandiflorus) 4% White prairie clover (Petalostemum candidum)‘. 18% Purple prairie clover (Petalostemum purpureum) .5% Prairie rose (Rosa arkansana) 18% Black -eyd susan (Rudbechia hirta) 8% Gray goldenrod (Solidago nemoralis) 2% Upland goldenrod (Soildago ptarmicoides) 1')/0 Stiff goldenrod (Soildago rigida) 5% Showy goldenrod (Solidago speciosa) 12% Hoary vervain (Verbena stricta) 1% Golden alexanders (Zizia aurea) All above by bulk wts. Seeding Rates Grass Seed (Broadcast) 15-16 lbs. PLS /acre 8oz. PLS /1000 sq. ft. Grass Seed (Drilled) 8 -10 lbs. PLS /acre Wild Flower Seed (Broadcast) 1-5 lbs. Acre 2-4 oz/1000 sq. ft. Recommended Seeding Dates Optimum —May 20th to June 20 Range —Spring Thaw To August 10 September 20 to Freeze Up • All transitional areas ( sod to native or native to street) should be seeded with blue gramma and June grass with a low seed mix appropriate to the site. • Page 7 e iminary Plans For LINO LAKES COMMERCIAL C Lino Lakes, Minnesota • DEVELOPER: JADT DEVELOPMENT GROUP, LLC 4175 WEST BROADWAY MINNEAPOLIS, MN 55422 (763) 592 -0911 CIVIL ENGINEER: R y an Engineering LAND DEVELOPMENT SERVICES 434 Lake Street Excelsior, MN 55331 (952) 947 -9100 wwwryanengineertr►p.com TUR RECEIVED JUL 1 5 2002 CITY OF LINO LAKES PLAN SUBMITTAL 7/15/02 INDEX SHEET NO. C -1 C -2 C -3 C -4 C -5 DESCRIPTION COVER SHEET PRELIMINARY PLAT PRELIMINARY SITE PLAN PRELIMINARY UTILITY PLAN PRELIMINARY GRADING PLAN CERTIFICATE OF SURVEY © 2002 RYAN ENGINEERING. INC. LOT AREA DATA RETAIL/COMMERCIAL AREA LOT NUMBER BLOCK 1 1 2 3 4 Total LOTS 1,23 & 4 DO TOTAL PLAT Ci N IN H 41 io iZ I� i 202* AC AREA 88,525 SF 59,284 SF 59,444 SF 95,605 SF 305858* SF 305858*SF JADT ADDITION UPLAND AREA CALCULATION Sq. Ft. CROSS 9'1E AREA 305,858 EXISTING UPLAND AREA 285 876 PROPOSED UPLAND AREA 279,484 PROPOSED UPLAND AREA, LOT f PROPOSED UPLAND AREA. LOT 2 PROPOSED UPLAND AREA, LOT J PROPOSED UPLAND AREA, LOT 4 85692 54339 54,569 85,884 Acres 7.02* 6.56* 6.42* MIN. SETBACK REQUIREMENTS [SCI From Streets Principal Bu6ding — Local Street Principal Building — Collector /Arterial Parking Lot/Driveway Front Yard Rear Yard Principal Building Accessory Building Parking Lot/Driveway Side Yard Principal Building Accessary Building Parking Lot/Driveway From Residential Dlstrkt Between Principal Structures Setback 50' 50' 15' 50' 30' 10' 5' 10' 10' 5' 35' 1/2 the sum of the bldg. hts of 2 bldgs. N8912'02 "W 888.38' - -S1 /4 COR .4' OF SEC. 8, 1, R.22 see12'02'E 216.21 N__ N1 /4 CORNER OF 7 SEC.17, T.31, R. 2 . ANOKA . MON. A3 9 :it oe` to 004? R=484.96, „ Del to =20'2816 Tan W7.67 AGREEMENT AND PRIVATE UTILITY EASEMENTS COVERED BY DEVELOPERS AGREEMENT. Dat l EASEMENTS 10' AROUND PERIMETER AND CENTERED ON LOT LINES AS SNOsN. DENOTES MNDOT OR COUNTY ACCESS CONTROL DEVELOPMENT DATA zomNG` E>OSTING ZONING RETAIL/COMMERC/AL PROPOSED ZONIN& RETAIL/COMMERCIAL SETBACK REQUIREMENTS PER PUD LEGAL DESCRIPTION 1 RECEIVED JUL 15 2002 CITY OF LINO LAKES OUTLOTINO LAKES COMMERCIAL DEVELOPMENT. ANOKA COUNTY, MINNESOTA. DEVELOPER: JADT DEVELOPMENT GROUP, LLC 4175 REST BROADWAY AVE MINNEAPO/JS MN 55422 762- 592 -0911 0RN£R: JADT DEVELOPMENT GROUP, LLC 4175 NEST BROADWAY AVE MINNEAPOLIS MN 55422 Ryan Engineerilp LAND DEVELOPMENT SERVI 434 Lake Street Excelsior, MN 55331 (952) 947 -9100 wwwryanervInserinacom 1 beaky artily Dad ed. play .pidllatbq a upwt .a pnpw.d by as or under my died op.NNon and that 1 am d duly regbtteed Dow d lli. weer the we d Die State R.phba6m Date LINO CIAL COMM CEN ENTER Lino Lakes, MN for JADT DEVELOP GROUP, LL Project No. Dig✓tal Drawing Nerve BAeBMAPEDWG Drawn By GUI Checked By PAIR Dote 3/13/02 Recisions e/0/02 MEWED aBMrLL 7/!1182 Ier. PER CRY COMIEN 8 Issued For Data Schemage Deign Design Development Preirninery Review Final Review Bidding Conslruclion Preliminary Plat C -1 ® 2002 RYAN ENGINEERING. INC MIN.. SETBACK REQUIREMENTS ISCI Setback From Streets Princpa1 Building — Local Street PrimOat Building - Collector /Arterial Parking Lot/Driveway Front Yard PERVIOUS /IMPERVIOUS CALCULATION Lot Pervious Impervious Pond/Wegond Aron Total Sq. Ft. Sq. Ft. Sq. Ft. LOT 1 88,525 SF 48,267 (54.510 37,425 (42.3X) 2.833 (3.2X) LOT 2 59,284 SF 23922 (40.429 29,417 (49.6X 5,945 (10.0X) LOT J 59,444 SF 17,814 (30.0X) 36,755 (61.829 4,875 (8.229 LOT 4 98.605 SF 43,625 (44.229 42.259 (42.8X,) 12721 (1.3011;) 35' 1/2 the sum of the bldg. hts of 2 bldgs. EASEMENT NOTE: CROSS ACCESS AGREEMENT AND PRIVATE U7n1I7Y EASEMENTS TO BE COVERED BY D£VELOPES AGREEMENT. i .) WETLAND 1 5,107 — • 10.35 acrsq.es ft. BUILDING DATA REFER TO ARChNIEC1URAL BRAISING'S FOR EXACT BUILDINC DIMENSIONS SITE DATA Sq. FL Acres CROSS STE AREA 305.858 2021 RIGHT OF WAYS 01 0.01 NET STE AREA 305,858 7.02* BLOCK 1 305,8581 7.02* RECEIVED JUL 1 5 2002 CITY OF LINO LAKES 1 0' 50' 100' 150' Ryan Engineering LAND DEVELOPMENT SERVICES 434 Lake Street Excelsior, MN 55331 (952) 947 -9100 wem rysnendnee Irchcom I Meby wetly that this Plat. :cedamWn, or report cat Prepared by me or under my skeet eeeIYat end Mot 1 an w duly nepletered of under the Iwo of the Piste Sigiamee Regietrollea Na Dab U N p LAKES OOMMER AL CENTER Lino Lakes, MN for JADT DEVELOPMEtift GROUP, LLC Project No. Digital Drawing Name SASEMAPSONG Drown By 01.0 Checked By PIM Date 5/13/02 Re0w+aas e/DiE2IEWED 8 EW& 417/0¢ NEV. PER a1Y commas YAs/aa REV. PER art commas Issued For: Date: Schematic Denim Design DeveMprnent Prelminery Review Filet Review Bidding Conetrucfion Preliminary Site Plan • C -2 LEGEND gas= Sanitary Sewer WATER HYD. W/VALVE STORM SEWER SANITARY SEWER WATER HYD. w/VALVE STORM SEWER ERDES ED BY 01HERS SANITARY SEWER WATER HYD. W/VALVE STORM SEWER 1- 902.49 R— 1.3 1- 999.94 RCP 0 0.59 1..898.64 FASEMENT NOTE: CROSS ACCESS AGREEMENT ANO IVA7E UTILITY EASEMENTS 70 BE COVERED BY DEVELWERS AGREEMENT. WETLAND 1 15.107 sq.f. -_- • 0.35 acres GENERAL UTILITY NOTES • THE CONTRACTOR SNAIL VERIFY ALL DUSTING CONDMOWS PRIOR 10 CONSTRUCTION AND NOTIFY THE =ER OF ANY DIFFERENCES. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, PROJECT SPECLF7CA710NS OR AS MODIFIED HEREON. • • UNLESS OTHERWISE NOTED. OR AS SPECIFIED IN THE ABOVE NOTE; ALL MATERIALS CONSTRUCTION TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 EO Or THE STANDARD U7TU1ES SPECIFICATIONS FOR WATER MAN AND SERVICE LINE INSTALLATION AND SANITARY SETTER AND STORM SEWER INSTALLATION BY THE CITY ENL;INMESTNC ASSOCIATION Or MINN.' AND 70 THE STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MIN0L DEPT. OF TRANS, /2000 E017704 RIMMING 7HE CURRENT ADDETDUAL • THE CONTRACTOR SHALL RECEIVE THE NECESUARY PERMITS FOR ALL WORK OUTSDE OF THE PROPERTY 11197S RECEIVED JUL 1 5 2002 CITY OF LII4O LAKES • SET ARCH. PLAN FOR EXACT BLDG LOCH T1QIL SEE S7E PLAN FOR LAYOUT DLIEHSONS SERVICE ENTRY LOCATIONS 70 BE COORDINATED MIIH THE ARCHITECT. • VERFY DUSTING INVERT LOG & ELEV. PRIOR TO BEGMVINO CONS7RUCT7 N. • THE WATER SERWCE SHALL BE INSTALLED IM771 A MAN OF Z5 FT or COVER. • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS 077AMMSE NOTED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL' FOR FOR UTILITY LOCATIONS PRIOR 70 UTILITY INSTALLATION. 0' 50' 100' 150' Ryan Engineer LAND DEVELOPMENT SER 5 434 Lake Street Excelsior, MN 55331 (952) 947-9100 Www+Nenengineertlpcorn 1 booby certify that It* Plan 19edflwltut or neod the paprad by me or under my dime swastika end that I am o duly registered Stele eI dunes the Iowa of the knetlre RefebatlarI Dee /L�►INNO LAKES RCIAL CENTER Lino Lakes, MN for JADT DEVELOPM GROUP, LL Profet NA DIW ae Oraow Nom* BABBAAPNDWO Dram By Chocked By PIrN Dots WW02 RerMs/ons 4,110%02 IMBED 6a81161L ND/O2 REV. PIM CRY OO MENTS 7 /6/0Q REV. rat arr commas issued For Date: Schematic Deem 1)11/On Development Preliminary Review Rad Review Bidding Construction Preliminary Utility Plan • C -3 © 2002 RYAN ENGINEER810, INC. LEGEND TREE INVENTORY e NO. S/ZE TYPE 927 — 1 2 8' BBOO X 3 8' BOXELDER X 5 20' POPLAR X 6 6' BOXELDER X 7 4 ELM X 8 4' ASH X 10 27" OAK X 11 36' OAK X 12 22' OAK X 13 6' CHERRY X 14 5' CHERRY X 15 1r OAK X 16 12" OAK X 17 13' OAK 16 1r OAK (DIR.) 19 14 OAK (DBL) 20 21' OAK 21 20' OAK (DEL) 22 16' OAK (DIAL) EXISTING CONTOURS PROPOSED CONTOURS SILT FENCE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 815.5 FINISHED FLOOR ELEVATION DRAINAGE DICTION LANDSCAPE YARD DRAIN 4 DROP CURB SECTION SUPPORT NET FLIER FABRIC TOTAL CAUPER INCHES ON STE TOTAL CAUPER INCHES SAVED TOTAL CAUPER INCHES LOST X x X X x x 372 200 172 ALL TREES DESIGNATED TO SE SAVED SHALL BE FLAGGED AND PROTECTED BY SNOW FENCE PRIOR TO CONSTRUCTION. NAME SOIL TOE -IN TRENCH FOR ENVIROFENCE METHOD 1. Plop the aaamaata6an control fabric aide of the fence In N. **Ike of the anticipated sediment 6o. (net .Me of the system way train the Row) and poufkn the poke *dad Un bock walla the trench. 2. Ulu a a sledge hammer er Nmiar device to drive the pot* Into the ground ante the bottom of the industrial netting in o.proulnatdy 2 bslo. grand keel. (See diagram) 3. Loy the bottom 6' of ndbnentatkn control fobrk into the trench. 4. Baikal the trench with native sot and compact. SILT FENCE DIVERSIONARY DIKE • / ..- 900 /"' _ _ • e� 6g4 100�R. / 5/ —/ ▪ - / / / ` // / / / /< / // // . i /, // - - -- / / 0 // \' / `3 �_ _' -- i / -- \\\ \\ i` / WETLAND 1 / 15.107 sq.f1. 0.35 acres GENERAL GRADING AND DRAINAGE NOTES '(nw"cALjE FASPMENT NOTE CROSS ACCESS AGREEMENT AND OVATE UTILITY EASEMENTS TO BE COVERED BY DEVEl.OPERrS AGREEMENT. lye `113. Wl / / % � / tom / ." / / -- -Ti----- // / 600 / ...-- / / - - / / / / ��/ / / �� / i CONTRACTOR SNAIL CONTACT GOPHER STATE WE CALL fpm UTILITY LOCATIONS AT 454 -0002 ne CONTRACTOR SHALL WAVY The LOCATION AND DISOWN OF EXISTING URUTES AND TOPOGRAPHICAL FEATURES 10114 17E OWNERS AND F0W —tesfv PRIOR TV OY S7RUCTPoA4 TINE CONTRACTOR SHAG IMMEDIATELY NOTIFY WE ENGINEER OF ANY ORSOEPANCES OR VAMATICWS ALL CONTOURS AND SPOT ELEVATIONS ARE 6000eW 7D 0NRSdED SUPFA TIER GRADES UNLESS ST/ONN OTI/ERNS; REFER TO PARING 604N FOR DETAILED SPOT ELEVATIONS, DAAOE PERCENTAGE; AND NEW7ICAL aRtE INFORMATION ALL SILT ROYCE SNAIL BE N PLACE PRIOR TO MANOR OF EARTHWORK AND SHALL BE LUM4TAO*0 UNIX MALIE TUN' 0R GROUND COVER IS ESTABLISHED, AT WWI 711E IT STALL BE REMOITA TEMPORARY MOW OWES HAPBALES ETC.. REWIRED BY BE 07Y SHALL tE NCEENTAL 7D TIE 04ADI N0. 71E OONRRAC70R SHALL USE A ROCK CONG 7RDCDON ENTRANCE ACCORDING 70 WE NAILS ALL SWEETS DISTURBED DURING 60I.TING HOURS WJST ar a1MIED AT RE HAD OF EA]H WOWN7v0 DAY. GRAM * FLIER FABRIC SHALL BE NSTAEIED PER DETAL AT ALL CAM BASKS (INCIDENTAL). / RTE CO RRAC704 WALL WSW P067DtE DRANAOf S MANTAAED FROM DE WYE AT ALL IVIES .// MIME CPROPER DRAINAGE DLWNIG TRUC7 DITCHES 1 OR 7D MUST BE FRONDED WIT A P0017 E OUTFLOW 667NN 7 DAYS Ltr caPLE77ON OF CARINO ALL NEWLY GRADED SLOPES SHALL BE SEEDED, FERTILIZED AND emLO/ED N AC ANNE WIN RE CITY SP£OV7047/ONS SEED SHALL BE MIXTURE NO 504 AT A RATE OF 75 POOPS PER ACNE MULCH MATERIAL SHALL 0E TYPE T PLACED AT OF 2 TUNS PER ACRE ALL PONDS SHALL =ER 4 A WERAND STIED NXTLRE NO 254 ABOVE WE MIL PER CITY SPETSICATTOS TO THE UNITS OF DE PROPOSED CONTOURS AS WORN IRE LINTS OF CLEARING AND GRADING MAU. ON THE INDICATED 01� 01ANS UNLESS DE CTYS PROPERTY, WERE SHALL BE NEED RN MEE PRESERVATION FENCING PRIOR TO GRADING. PLACE ORANGE COVS7RUC7TON SAFETY FENCE KONG WE PERWE7ER OF DE INFILTRATION AREAS TO PREVENT COLPACMW OF RE SOILS DO NOT OVER— EXCAVATE vex AREAS FOR BORROW MATERUL PS RECEIVED JUL 1 5 2002 CITY OF LINO LAKES FINAL GRADING OF MM7L7RA710N AREAS SHOULD NOT OCCUR ONM THE CONTRIBUTING DRAINAGE AREA 15 CONSTRUCTED AND STABILIZED. 0' 50' 100' 150' Ryan • Engineer LAND DEVELOPMENT SERVICES 434 Lake Street Excelsior, MN 55331 (952) 947-9100 t...rya asnpbgeyg agyt 1 hereby certify that 04. plan, apniAmtkn. ar noon was propose by me or under my Arad ssednlm and Not I am a duly wader the Ian of the Iteehtrdee Nfe. Dot. LWO LAKES COMMERCIAL CENTER Lino Lakes, MN for JADT DEVELOPMME GROUP, LLW Project ND Digltol Drawing Nano DTONn By OLG Checked By PIM Date 5/19/02 Revisions 6/10/02 RENEW BIIRBFAI. BJD/02 MX PER CRY =AIMS 715104 REV. PER car =M6618 Issued For Date: Schematic Design Deakin � ary Review Final Review Sicking Construction Preliminary Grading Plan • PAps C -4 • • 1.$ • • , • 112 I APOLLO DRIVE (1----- 41; IP '■',,,...._, --...- .. :%--- ; EsICLOSME PLATT-A 17+4 ?,../;CE •t, s .....„„, . \ ...s. .N. .s. ....., N.„ ... N. ..,.. WETLAND I N. "... ....-:'...... 15007 'N Eq.ft. 0.35 \ OC,013 8irt101,4r.t.7.. ITE PLAN • 50 . a iv BO 60' rfetwihk J" ReCe‘\1°) K K 416 architects trenneepolle newport beach della. KKE Architects, inc. $00 Mot avenue north InInnommen, mn 05401 012/3304200 612/342-0257 hut MDT DEVELOPMENT Key Man 1 horsoi certify that this p.m "pee wagon. of 'heart re* p•oponstl oy or or Lawlor .r.4 groat ovotwiton, and that I o Licensce A■Ghtset cedar tho lore of the Rota vInnoioto. Pr:nteo slono eltrature+ Mao, L'oonso No. Date Ration Desalpdon 745.02 REVISED CITY StBIATTAL • co/ •zot-,‘' LINO LAKES RETAIL Lino Lakes, MN Site Plan • hoject 0206J058.01 DiwAre Pinter 4" 2' 3003 A-101 Dram by Checked by KA ,1* • / - • TENANT 4,400 SF, r/ • \ 11,00 B.A. N -N 400 P. • TENANT ES! I502 • .• 2,509 So RETAIL 4,172 S.F. (i1E3S!5 S.F. LEASAEL..E) ci N. N 0 TM K K Zip architects rninneapolt newport beach dallies KKE Architects, Inc. 300 first avenue north mInnaapolls, nm 55401 012/830-4200 812/34241257 fax JADT DEVELOPMENT Key Fian I NORTH heroinj urtify ntot th. pia% sonelflootion, or report VIM properod Inj rm. or ord., onj ouporviston, end INA I on, o clo4N L:norsno A•chnoot. -..nda- lonn 0 th• Moto of Minnow. PrIntool No•nen 510.mes. Pato, 1.1eonno u. Na. Data Ratan Damietta 7-1542 REVISED alY SUBWiTTAL LINO LAKES RETAIL Lino Lakes, MN Floor Plan • FLOOR PLAN fr,■„2,10, sin.. 1-o- PloOct Data Down by Checked by 0206.;05801 Mots Number A-201 K. • • • T.OP. PREFIR COPIN6 *2 PREPIR MTh. LOANS *I — VANED BOX AIDIGNIES TYPICAL AL.ORAKE SIGH AIM.A TENANT !!,!!!!!!!!!!!!!!!!!!!!!!!11!'m iiiiI I TENANT T . TE-N-ANTT ' TENANT 1! IIIIIflhIIIIlIIIrIIIII i !!!1111 I I --PREP*, *M. CORNS *2 ANS= PORTION OF BUILDIRS entAkellteeD POR CI.ARITY FRONT ELEVATION 4- AIELED AVRTION OF MILD** - SIRAISFTENM FOR GAI' —ALLM. VORERROHT INTESRALLY COLORED ctJ re (4° MOH ertDr,K) EITESRALLT COLORED (6. 41644 BLOCK) C 4.14V 43 MOANS \-DRIVE-UP MACON IDE ELEVATION 4A'ERIALS CORNICE EFS SIGN AREA EFS ACCENT CMU :IELD CHU BASE CHU METAL_ CO°ING, *I METAL CO'ING *2 W NDOW FRANE-5 DRYV1T DRYVIT ANCHOR ANCHOR ANCHOR UNA-CLAD JNA-CLAD BUCKSKIN SANDLEICOP BE I GE WINTER WHITE :301 - SMOOTH CEDAR *420 - ROCKrACE SADDLE 1051e. - BANISHED ALMOND FIAR.TFORD DARK BRONZE T TENANT r TENANT L_ L r TENANT L YEN-ANTI- I It! ! !! 1111; 1111111 1111 ! mommolow=gE = 1111111E TWIN. *IL CORNS KK1. arch itects minneapolis newport beach debts KKE Architects, Inc. 300 first avenue north minneapolle, on 55401 612/330-4200 612/342-0257 fax JADT DEVELOPMENT 00 —PITESRALLY Ca.ORED ceti MER6 (4" 41611 BLOCK) IRIESRAL.LY CCLORED CMU sew re ASH MOCK) VS' • E. 1.1P PRECAST INTISSRALLY COLORED CM) PERS <4 /11611 BLOCK) NT!6RALLY COLORED Cm! SAM' re As- pLoac.) 671rSIDE ELEVATION • 1•-0• TENANT 7,-'---11111!1! ! I I I .-2-.11111 r TENANT -11 r TENANT ir TENANT -1 rTNTYPICAL REAR ELEVATION ^-s,„„fy yr • 1-0. I ...tics certfy thee Les plan. speetinatlen, or report was propered 0 ye undo, ny area sypervEles end hat a* &kJ -*weed Asc.lited -vier the ken *1 16 Stens Mmesotp. IPMtve Noma SlyneWAs =et. Lleense O. Na Date Revision Desolption 7-15.52 RtVSED COY SUBMITTAL LINO LAKES RETAIL Lino Lakes, MN Elevations Protecr 0206.1015401 Drawing Meteor Date J.. 2 2°02 A-301 DIM, by Checked br _ ICA • • • APOLLO DRIVE k.; ,,,•••••• .4*•• .44 Loidstsape Legeld Srrol Decidirz.,s Tees Sy-Ice Botanicd Name/ Commas Name 0 [Acme Mateo taMpecturre Compact Amur Maple • Presets crasifera Furoleleaf Para .0 [Syringe reticulate Tem Lilac Large Deciduous Trees Aar plantInoldese Orlmsor King' Cemsan King Norway Maple „.4 Aar planrnoides Ichendlerf Schemer Norway Maas Root Site Outstay Snee. (Balled/ %rimed Gnaw ,H14.1 saw/ 1 r 1 i it' ; Beamed Carper \ \ •••••••• Evergreen Trees itt 414SP0 -0,042 Existing Trees ( rOurtus pas/stria 'Sovereign' Med/ I Sovoreigr Fin Oak seam: 1,1,1 a sordoto 'Omerniplree (krentscre Lit: else Linder :dated 2 Cadtpe:j F.C4IIIP6d I Jurapems selfsame 'Sky Nosket' Sky Rocket ‘Eastern Reaceelor [Lilac %mires sr,,Ina,u. Rims spasm% 'Fastigate 1 Columnar Scot& Fils Rotate* Nan/ Common Nen. TEretting- Ti"renaCTo ',rubs ( (--- 3aled; I 5 - 4' I I tR Byelaw,' f CO.rus gamts 'F•cirorred I Tel s'elowkwfq lecosier Dogwood 3.41aosa Tell • 02".115 $41.C100 WM. .saotl R.000 Opaeote 1 s data tta' k m Knosa Lm• = I 15 ; I 'MI , 012120101 &Oft.; ToornpnolAm. ■;!-4 We, kentrloon Cr2,2e'ry V't•znur, Caller Average Lae Affect.s ipr Carer Or Si. Low ShrJ:. ft ir--- ilves 1 : erred 1 erre ler IV 4'% T. 117;--tmees 1.0.0berg‘i e 'Atrzeurc..rec' ' .o4-Loo' -opmese Sortarry \ e —1 n Spreading Everg ee^ ( ' r i ...) ,... * s 1 lora cusplectc •6.anc. 1 . k; T i 3.,.., 4.parare Yee Turf Tree - Derno (Lost 2.- 1.0a Casting Low cone, F-.. . - ly40.025 AN175GAPE PLAN -••••• ,4•• 44. 50' 0' 25' Nf?' 100' r-- 6-40/7,& Seale 93.19:1,!.ded7/..1 r,c.:r.„.4: r [ m i 9arlaped). LI TM / BMW/ Ramped / "k Ballad/ 1(•• Our:aped UR G-01 (1 .. [C fontalnr Toil — II Callan I Cer tatter! Tall ( j Existing Tree Invomory NO. SIZE TYNE 6' 2021110•4 2 r 111022,222 • 0 200461.1:121 4 & 029010121 o 20' POPLAR • & 004251:11 4'J 6 4' AIM • wmx Sr OAK II OAK ▪ 23. OAK 10 I. CAIRRY 4 0001000Y • OAk 10 20 OAK 01 0,0640 16 rt. OAK 11012J 10 OAK MI./ 20 21 oAk 21 20401011201J OAt (OW • Ail. l•ferge PESIONA-T02 . TO OE oe.vs 50141.1 4".• FLA6550 ASV PROTWT= 5140/1051402 MGR TO CON6-01LTI0N, 2216 Rtge ,290 • a'l • Soo 0*. 126 J K K IT architects mInneepolls newport beach deltas KKE Architects, Inc. 300 first stove north mInnsspols, roe 56401 012439-4200 612442-9257 fax JADT DEVELOPMENT Key Plan • I berebte aortal lenot tka plat specification Or report ma prepared kit As or vele' my drea supemiNes, std Mat 0600 E/Ig Licensed Aellskeen under the Imo ef the 5tete a. i•f-emeeto. Mosso le, No. Date Re*Ion Desaiptbn 7.1542 REVISED CITY SUBMITTAL LINO LAKES. RETAIL Lino Lakes, MN Planting Plan fto)sa 02004058M Cheek. fiumber .I'o 71, 30L-301 Drawn by : Chedcad by KA PLANTING NOTE-5 . COH1RAGTOR 554.1. BE R° ISLE_ POR FAMILIAR IIVS RINSE? W TN AL O'F@R 517E iM'ROVE'•Q.T5 PRIOR TO 5''AETn:6 L.AM'DSGAPE Y40RK. 2. CONTRACTOR SHALT. USE CAU'70N MILE EXGAVATN6 TO AVOID DISIURB NE, ANT EX19TNS UTILITIES. W 571' UTILITIES ARE EN000N-E457. GON"RAGTOR !N.\.L PROMPTLY ADVISE 6541504. CONTRACTOR AND CANER. 9. CON1P.AGTOR MALL. MAINTAIN AND M'IER A.. PLANT MATER AL UNTIL MOMS FINAL ACCEPTANCE OP PORK M65 E5EN GRANTED. 4. CONTRACTOR saial 0.e R!SPGNSIBLE FOR PROVIDES CEiMTTY Or PLANT MATERIAL PopmeNNTW Pr 0045C..5 01 TM PRANKS A5! /CR COMFVTINK SPECIFIC QUANTITIES OF MAIM Ur.Ii1N5 505 LATERAL TRAVA AR BPAGM6 PATTERN AT THE CSOENTER PISTAN^.RS 9HOYLN. MERE 6510."0 COVER ADJOINS CURBING, SIGNS, 45. NAYS OR POLL_, MSNIMJM PLAN-M6. V STANCE 51.6,,. BE 12' FROM CENTER OP PANT 10 CLR54 5, NA-14.3 E-C. MW!M,M F:.ANr1V5 'DISTANCES SHALL BE 24' FROM CENTER Or ALL TIMM. 5. 5546RADE PROVIDSD BY GENERA. CONTRACTOR TO EE AMIN OM P:OT ALES5 OTHERWISE ARMED UPON. ANY IMPORT =OARED SI-ALL Be G,,!6N 9AA17"41.0AM 7OP50L b. PINISN GRADES M ALL SIMS Mt TO Er 9' 55.0%7 PAVtNb SLRPACSS PRIOR TO !9.AOB'Btr OP DARK M.K.CM AND I/2' :N LANK AREAS PRIOR TO 4rM,OS i15. 7 UPON COMPLETION OF P1441544 GRADS AND 140051 TO 44Y0ROSFS. APPLIOATON LAWN AREAS TO BE C34I$ATE0 DAILY BY MEANS OP PI10P055G TRRISATOM SYSTEM, 70 PROM101B 5957 6ROTRH. REMOVE ALL PEWS BY PAM/ALLY PU.L.INS OR BY 9•514765E NTH Rg14 'UP 44REIGDE PER MA7L¢AGTIRER9 SPEGP:ATON6, INCLU7IMS ADEQUATE TIME FOR CHEMICAL D:SSPATON PRIOR TO HYLRL4E5'D APP1. GATIONi. A.I. SPRAYED FLEAS SHALL PAW' ADECPA1! ":ME FOR 01544,04E TO BE 1005 EPPEGTIVE, AND SHALL RECCNE REPEATED APPLG6TIME. P '30555657'. PRIOR TO R0NOVA.. PILL ANY VOIDS CREATED N ORAL"! BY PEED Remo/ A.O.IPREInARLO Cr 4. 41X7/51: (SEE NOTE 5), PRIOR TO MYPROSEF/D APP IOAT CN. O. PREPARE ROLL MI NYDROS LA/94 AREAS !1174 THE 40..0545 MATERIALS, PER 1000 55. PT. OF AREA. R CU. YDS. OQGARC COMPOST, 200 0-19-0 14E3T.LIL7i, AO 254 AGR GI31tRN. 6TPBA7. 514515601 MATERIALS EVENLY AND 455044\ CAL.Y Tt1. MATERIALS TNOROU5H,Y MO SOIL TO A 12EP7H or 6 . SRAM 5400-4. 5.! REMOVE ALL ROCKS U.INM AND DEBRIS. ROLL POR „•44555. 9. DAMKFILL MUX POR ALL RANT MAMMALS TO 0055151 OF SOS S T E SOIL AND SOS COMMI1GIA. PL Nt7N6 •11.04 7MOR0»(,'Y Y )®, 1440165514140544 PLANTV5 TABLETS (0I1 APPROVED 5LEET17NT/ PER INAMPACIRERE SPEC .14406110'15. FOR RROPOP0405ONS, LSE 004 4)50144. PLAN" MIX 'NTFN0ES Poe ACID -L cArNS P -.NT5. 0. ALL PLATTING BEDS To 'WANE A 9' MIN. LATER OF 154055.4 PC3M SARK MWAHi. 'I, ALL PLANT MAMMALS 54.61 CD.\ "OCH4 TO A.A.N. 5TANDAR0 FOR 14.2`ERY STOCK, (LATEST EDITION/ .A 6ENERAL1 ALL PLANT MATERIALS PM45SHED SMALL BE +-PAL 744Y RPPROEYTATIVES, TYPICAL OP TTE5 SPECIES OR VARIETY AND SHALL HAVE A NoRmALPORM CJ,' ' 6510544 THEY SHALL BE P4_L. YELL- 55.44GHE2. /ELL -POCPC 7 425,, PO NAVE A VNORO/S, P8L JEVEWPE0 ROOT 5T5-EM. Al PLANTS 54A1-1- 515 HARDY IMDER 0LM41 4 0040177056 51MIL4P. TO 74.05E ,h THE :.004.17" OP -H! PRO E0T. 5. 7073NS, !MUSS, BROOM COVER, OJANT'7ES. SPECIE AND VARETF5. 512159 AND C07DITON AS 5507 ON T7MT146 PLAN AND PLANT UST. PLAN'S TO BE MFALIN/. VI60ROUB, F!1.- P0.IATED MEN IN LEAF. 79¢1514 FROM D.5EA55, 15.(1517, PESTS, DECAY, NARMTUi. CARROTS, ALL PEWS AND NEED 50079. PLANTS 5446:.. NOT 55 OVER -4RDKN OR ROOT - SKIM,. NO 9.5457'5171055 51-ALL BE MATE /9T -0'.7 PRn181 APPROVAL PROM T3 ARGMTE4T. 0. SMALL TRES AND SHR.55 A M.10104 OR S6' M0.4 DADS TO PREVENT DAMAGE •ROM 0/3114 WING GARS, UNLESS WNFE. -9TOrS ARE FROVID0 LT4LL 1MES 45' 1451 FR04 ALL CONCRETE 5ID_WALKS, PATIOS. ETC 3. ASPHALT WINS OVER -RAN5 INTO PLMT1/46 BEDS SMALL BE 6' OR LEES. 515354. CONTRACTOR SHALL BE 55PON5BLE POR G4,I45 5.'t RE4'0VI115 ANY M C=5 PA /545, SQIARE 5.A/MKS. 6. ELEVATION - o PLANTER DETAIL L'S0I Not To Scale ELEVATION 9' -6" CONCRETE CURB AND 6.171251 MR LOCH. STANDARDS NTH e0• PAGE ( ^ ASPHA:7 PAWNS 0 ND' / (M 1'14; MIN THICKNESS / 1 70 : U2 1_.. (a5-40 NPU WINS SAM " " COMPACTED BASE , MATERIAL APPLY +S OVER 64411541.E 'P A66R56ATE 9T yr,. - ILE68 RECURS! a 4.)`bt To Scats ONGRETE CURB AND GUTTER DETAIL -- -- C04PACTEO SOIL 4.4566505 Q - Y IMAM. x414' PT. ' L70O°9 M 915 LEVEL N, AND CUT FREE Go ANY 01466E CANNED BY DRIVM6 57.6555, DO NOT 5TACE 74510/544 ROOTBALL. MANTRAS BACKFILL M X. e- 5ee SPECS. 2' N4PI. MULE4' LATER SSE", SPECS. KEEP M,LCH 'ROM • CONTACT P5T4 TC"4K AND 1 STEMS 5. .1 IREE 5/4' REIWORGED WEBER NOM 4.15 6TH9 4RAPPED AROUND DIME FOR EACH TIC TO PROTECT 55S PROM 61RDLM6.:.EAVE ENDS LONE TO A1:.ON POR 69.011T4 OF TREE. x4' MOOD BRACE NAILED TO STAKES. RBN40VE 7555 RDO'T5A.1, PROM CONTANCR OR 7414E PROM 5 4 B• MMETALL 1' MOW PINI544 GRACE BEFORE M4.('144 5� 61451.1ela. CAN AND 1.00591 ANY WAD OR ROOTS B44561P4s 44001 BALL PRIOR TO ...AWNS. PR, ROJ6HEN 5.`N GLAZED RIDES OR PT WORE 5.457/46. RECAMME 4067 0145 55! SPECS. UNDI51%45 2 X DIAMETER :'. 109161.. EGIDUOU5 TREE PLANTING DETAIL Not To 5140114 HANDI- CAPPED RAMP DETAIL Not To 5140414 TRASH ENCLOSURE GATE DETAIL Not TT 544* L-96 N'✓p 71454/09 2 P.Y 09=9 IMSEBR POSE 5) • 2 GAPE 5ALJ. /4 5 TAMED 0 4 E 004 T:ROJS TREE. SET PLANT i .4107E FRS- MADE TO ALCM FOR 5ET1.IN6 DP '-OI. 2' MIN. PMP 14.471\3 AREAS AAER VAS N -S'4 DEEP 1L°MOV_ AFTER Ti414)51, PANTER PIT 461756T,ON PIVBN GRADE -__ 964441414,44565 SPECK 1 -- 2-12' DUN". P.T. LODGE : E STAKES, DO VDT PE\ °'RATE 5100754.. CNT 0PI< ENO5 OF GONIFEROU5 TREE PLANTING DETAIL 55 P DAMA`� 'No: To Naar. ,4 i...ANDSGAPE BED DETAIL To Scale NOTE, PROVDE JOINTS AT 20' -0' 06 MAX EXPAN1Of JOIN' .." - /2 RA1215 . ,n. PREMOIL50 00514555045 °. 511.1.55 _.6d1.4N1.4dW.4 NY1P, STOP 14E544 I' EPTER SIDE O. -VW -- CONCRETE 51DEi4ALK •- -- TOOLED CONTROL ..CN- . ;. . . ✓ OONSTR.Y'ION -VATS • 64- 144.4065.4 NM, STOP MG;. • :Ti-ER SIDE 05 .DINT CONTROL JOINT nii3,DE WALK JOINT DETAILS .04 To Seals PRTP,4,'4T1..�" -'.. CON'S 04 751"0 PC. BLO0K!NS TOM 4.14744. PPM,- -.. PARTED n SLAB E1_ 100'-4.' PL441756 5ACK51.1 M IK • ME SPECS. 2' MIN. M4.GN 4.67551. 54! 5Pe4S. KEEP ',UCH FROM CONTACT WITH '51.75 AND 571555, .7' "54719 (-- `PLANT 510010 4. PROM % 55G74.. TAOE P 4051 VE 5 e 14 144 4 65147E WORE MACH 15 • 455.115, CUT AND L.005154 6147 G50540 N 051 510 07 5 ENG4RiJ5 40011541.1 PRIOR TO 5551195. PLA TIN6 PiT. -, RDU5H11 ANY 6.4315,' 51059 OF PI' BEFORE PLANTS* /5,15.15165, 50: - -�%- r-n E3a0 m44- i..�.[� -444 -4k 4°46.t .V PLANTINS TABLETS PLACE, PER MAWS. REGOM1 44D6TON5. NE 5°P05 j_.2_ X P :A757E5 CP a001343.1. SHRUB PLANTING DETAIL Not TO Soars I45TAL. P5R MAA: AC .NERS SPEC`K.ATI0N5. ANDSGAPE EDGING DETAIL t TO 5coa, YE, 105 -0" x 4/ GAT. imam • MIT.. CORPS TRW. WOOD SLOCKINB 65011051 50.75 e 4'-0. O.G. • - -- e' ROCK PACE CM • 45/11467 1451 GONGRLTE ASPHALT �150LATON BOARD j - 4 SEALANT KONG SLAB - 5 +LP 5T 40144 4. ./---- PROVIDE TRIANGLE OF L. 100 •.O" II r IA a x 8 VELD ATIWIImN'IMRA�I'M� ' ■ CORNERS (PANT) +F -- II sx;+ n; p__- - I �6' COMPACTS, �n -') I': 6514/.451 PILL - • j PREADED ROD mow TO STEEL SUNSET P.A7'5 ---2 x 4 TREATED BLOCKING BOLT TO WARM- P4/ Se DIAMETER GADMNM PAWED BOLTS TRASH ENCLOSURE GATE ELEVATION -� STEEL SLEEVE (PASO -_ 5745.157 MOO 51551. __ -- -- 45. CANE BOL'. 0154 -. °.51667: Not To Seale SEE 5TR0r. TRASH ENCLOSURE SECTION No- To Scab KK a3i, architects minneapolis Newport beach daItsa KKE Architects, Inc. 300 first moue north mYnsspous, ran 55401 512/359.4200 O 12/342 -9257 tax JADT DEVELOPMENT Key Plan 1 hereby ce,iPy Cwt 44tls plop, ep14Plre4on, er report Pew prepared oU ma or under' 4 14"83( euperv415 , and that 1 an 0 duly LUcersed AT:h5554 map the lams of the Mats NI MR•Meoto. P amrcaln„tw�o, Nome. Paa. "• - Moose 5, Nn. Date Revision Daaiption 7.1502 REVS CRY SUBMIRAL LINO LAKES RETAIL Lino Lakes, MN Landscape Detials PoRet Pats Drawn by Checked by 0206.:095.01 • 71 L-501 • • es m d0� ea « m .e u se cs ea m m •« 'b3 65-T'd -'.a- �•a---sn'•Ra- 90-- ey --p✓rN N e. m Y co �� N N « m w m 00 o. . w el N e. 0 N N Y w w w 04 03 0 0. e. N .. 0 e1 01 N R OS w w Y w r e1 e1 se N 04 Y os ea eS• e. IN s• s a u e) .0 m 0.1 u 04 u W m u Y Y w w N Of • e1 w w m w Y00 Y.,..0 APOLLO DRIVE- SJ 1.1 e 10 0 04 AD OP 4. 14 • CV 4n OA la I ta al io . O 4� MAW. 640.e5N$ .4 1.4 . 4 u a0 w 1 m Jm 441 O. m;a.m«04$404 0. 89.4.04_30 _ M u u u OS OA DI w • N N 0. e1 a IN w 01 w 01 ., • e N w e. at M at s. ea 04 -I a sTa 00.--00- 00 .00 IW ' o. M M Le u 4. a 0 1172 8r1.41BI e. O 0 2.0 0 r u r e Al 4P.Atl1?�i, I 01..' 0.'l 1 w r 5 II 5SF•0 wIa > .• tot 0 o rirt ♦A 44.14, 4.143744 '11A...111A m Y 4 r• 1.r 1 e.I .. 01 OA 0 IS 0 4 4. t e ▪ is a I .• I Y! .. .� w • Im &S. 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Photometric Lighting Pion 1' . 50-0• - 901 0. 15 50' ba' (rr. 411 i .al 4.Pntla'ro 9chedJ.a Prop0. 4:1 P.-ejecta Turco' al Labe 1 Arrangement L.merro LLP 12e46141ol 1119 6 '.a 1 61861.E 92000 0.100 lAceraw- 961aan VO4- '00.4# -X-4P (90' mtgl' - -_-IJ� a lb 1961619 92000 0.900 Nrbror -Ed1On VX •4.00-61'-X-9! (50' mtg) 1•«� 6 2b BAGG -5A10K 82000 0.700 Mc6rw -Edbon VXM- 400 -M- -X-99 (90' mtg) •154aar0mlan men Yew 0-3045 a pas wn1 aaanNamw bow aw Mai monist/ belONlndao5 Me trans Yn.9 r.. ore. rna• rrIu 0 tread TYPE e T161 IMP D11011141163 1141150 Lai arwwswelw- iwwrfl awls . 164404ea.1a0 LYmkare Location bowna 5 Project. All Project. 5eo80 Label X Y Z Orle/t 1119 2 b 4061 -204 90 160 0 el lb 9064 -141 90 9402,46 0 25 2b ! 9016 -254 90 194485 0 24 26 ! 9172 401 90 154465 0 0 26 655 -500 90 40 0 10 26 2990 -412 90 155.225 0 11 26 5041 50 90 555556 0 16 b 9490 -405 50 40 0 5 b 5141 -422 50 241099 0 26 b 5262 -561 50 25631 0 . 29 b 9566 4546 90 210 0 90 b 9212 -159 50 240.443 0 .59 26 5916 -205 90 40 0 '54 la 9656 -224 50 90 0 159 b 5675 -295 50 90 0 56 b 5144 5960 176 -254 50 50 210 10 0 0 55 la '54 lb 5522 -222 50 1548511. 0 5totlatical Mob 9- Nna'1! Project. All Proecte 1.10..1 Awo Max *Its Avg0n' PIpIYR -krt Lot 1 200 12 O5 4.00 14Ao Lot 2 222 1.2 0.4 ; 5.% 16.00 Lot 5 Lot 4 1.49 41 0.5 ! 296 1 9.40 199 15 05 16.11 129.00 mtnneapolis newport beach dales KKE Architects, Inc. 300 erst seem aodh MInwpoI., gm 58401 612/3394200 612/342 -9257 fax JADT DEVELOPMENT ;-a (JULSE 8130 Blue Mels W eta. 100 66anatonka, W1 65343 Ph 962.2174400 Fax 352- 506 4000 www.pdugxdaetu.oOm Key Plan NORM No. Date Revision DetafpBm 745.02 REVISED CITY SUBMITTAL LINO LAKES RETAIL Lino Lakes, MN Photometric Lighting Plan Prapd . _ _ _ 0209JCDDDI mby 2127. L -60 05-d by KA. • `I 0w0e10 c f!I.144511..111040. MEMORANDUM July 24, 2002 to: Environmental Board from: Jeff Smyser, City Planner subject: Draft Subdivision Ordinance Agenda Item 6A As you know, city staff, planning consultant, and a citizen task force have been working on a new ordinance to govern the subdivision of property in the city. The Development Regulations Task Force consists of City Councilmember Jeff O'Donnell and six appointed citizens: two members of the Environmental Board, two from the Economic Development Advisory Committee, and two from the Planning & Zoning Board. The task force has completed the draft subdivision ordinance and we now are bringing it to the full boards for discussion. Of interest to the Environmental Board are probably the resource inventories for sketch plans and preliminary plats, tree preservation requirements, and a minimum buffer requirement around wetlands. We will discuss these and other aspects of the draft ordinance at your July 31 meeting. Please remember that the subdivision ordinance governs subdivisions: that is, the division of property. Actions such as commercial site and building plan review, variances, planned developments, and many others are governed by the zoning ordinance. The task force is working on revisions to the zoning ordinance. These will come to the Environmental Board for discussion later this year. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651- 982 -2400 • Fax: 651 - 982 -2499 • TDD: 651 -982 -2410 Agenda Item 6B Environmental Board Meeting Date: July 31, 2002 Topic: Highland Meadows Park Plan Summary: Rick DeGardner received a Park plan design from Brauer and Associates. There are some very nice design features in this plan. I thought you should see it, and forward any comments you may have back to Mr. DeGardner. The large copy of the plan is missing. I have taken the CAD files and tried to recreate it. Comments: Attachments: 1. Highland Meadows Park Plan 2. Specifications • dard xaula.V11117■010M0151 NMI CD (3) White oak 1) Northern red oak wool a• 61. win/ au.1.1.1■■• xesn 1.410.1011. wan, 111 aware. am ol V/ aal■ OD (1) White oa Areas to be sodded type P • • • 4i-km,fimeirti-- 2� SECTION 02936 SEEDING PART 1 GENERAL 1.01 DESCRIPTION A. This section includes installation of seed, mulching and fertilizer 1.02 - RELATED SECTIONS A. Section 02938 - Sodding. B. Section 02940 - Erosion Control Blanket. 1.03 REFERENCES FS O -F -241 - Fertilizers, Mixed, Commercial 1.04 DEFINITIONS Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.05 MAINTENANCE DATA A. Maintenance Data: Include maintenance instructions, cutting method and maximum grass height; types, application frequency, and recommended coverage of fertilizer and herbicide. 1.06 QUALITY ASSURANCE A. Qualifications of workmen: provide at least one person who shall be present at all times during execution of this portion of the work, who shall be thoroughly familiar with the type and operation of equipment being used. Said person shall direct all work performed under this section. B. Standards: all materials used during this portion of the work shall meet or exceed applicable federal, state, county and local laws and regulations. All seed shall be free from insects and disease. Species shall be true to their scientific name as specified. C. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging and location of packaging. 1.07 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. B. Provide certificate of compliance from authority having jurisdiction indicating approval of seed mixture. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. B. Deliver fertilized in waterproof bags showing weight, chemical analysis, and name of 1 • manufacturer. 1.09 SUBMITTALS A. Materials: Prior to delivery of any materials to the site, submit to the Owner a complete list of all seed to be used during this portion of the work. Include complete data on source, quantity and quality. This submittal shall in no way be construed as permitting substitution for specific items described on the plans or in these specifications unless approved in writing by the Owner. - B. Equipment: Prior to commencement of any work, submit to the Owner a written description of all mechanical equipment and its intended use during the execution of the work. C. After the work is complete submit to the Owner "as- built" plans including a listing of all species installed, and quantities installed. Mark in red ink on the original planting plan any field changes or deviations from the original plans. PART 2 PRODUCTS 2.01 SEED MIXTURES A. TYPE I SEED MIXTURE - TURF GRASS SPECIES LIST 35% Kentucky 31 Tall Fescue 15% SR 3000 Hard Fescue 30% Annual Ryegrass 20% Kentucky Bluegrass B. TYPE II MIXTURE: WET -MESIC PRAIRIE SPECIES LIST Grasses / Sedges / Rushes oz/acre Andropogon gerardii 32.00 Avena sativa (oats cover crop) 320.00 Carex scoparia 4.00 Elymus canadensis 32.00 Panicum virgatum 8.00 Spartina pectinata 2.00 Forbs Anemone canadensis oz/acre .25 Asclepias incamata 3.00 Aster puniceus 1.00 Aster novae - anglia 1.00 Brauer and Associates, Ltd. Project #02 -13 • Coreopsis palmata .50 Echinacea angustifolia 1.00 Eupatorium maculatum 3.00 Eupatorium perfoliatum 3.00 Helenium autumnale 4.00 Liatris pycnostachya 2,00 Monarda fistulosa 1.00 Oenethera biennis 4.00 Physostegia virginianum .50 Ratibida pinnata 4.00 Silphium perfoliatum 2.00 Solidago rigida 1.00 Solidago speciosa 1.00 Thalictrum dasycarpum .25 Verbena hastata 3.00 Veronicastrum virginicum .10 Zizia aurea 1.00 C. TYPE III MIXTURE - MESIC PRAIRIE SPECIES LIST Grasses 1 Sedges / Rushes oz/acre Andropogon gerardii 32.00 Avena sativa (oats cover crop) 320.00 Bouteloua curtipendula 16.00 Elymus canadensis 24.00 Panicum virgatum 16.00 Schizachyrium scoparium 24.00 Sorghastrum nutans 32.00 Forbs oz/acre Amorpha canescens 1.00 Asclepias syriaca .50 Brauer and Associates, Ltd. Project #02 -13 Asclepias tuberosa 1.00 Aster ericoides 1.00 Aster novae - angliae 1.00 Coreopsis palmata .50 Echinacea angustifolia 1.00 Heliopsis helianthoides 2100 Lespedeza capitata 1.00 Liatris aspera 4.00 Monarda fistulosa 2.00 Ratibida pinnata 6.00 Rudbeckia hirta 6.00 Solidago rigida 1.00 Solidago speciosa 2.00 Verbena stricta 2.00 Zizia aurea 1.00 D. TYPE IV MIXTURE - SAVANNA SPECIES LIST Grasses / Sedges / Rushes oz/acre Andropogon gerardii 8.00 Avena sativa (oats cover crop) 320.00 Bouteloua curtipendula 16.00 Bouteloua gracilis 2.00 Bromus pubescens 8.00 Carex gravida .50 Elymus canadensis 4.00 Elymus hystrix 4.00 Elymus virginicus 2.00 Schizachyrium scoparium 32.00 Sorghastrum nutans 8.00 Brauer and Associates, Ltd. Project #02 -13 Sporobolus heterolepsis 4.00 Forbs oz/acre Anemone cylindrica .50 Anemone virginiana .50 Aquilegia canadensis 2.00 Aster sericeus .25 Campanula americana 1.50 Echinacea angustifolia 1.00 Eupatorium purpureum 1.00 Geranium maculatum .25 Helianthus occidentalis 4.00 Heliopsis helianthoides 4.00 Kuhnia eupatoriodes 1.00 Lespedeza capitata 1.00 Liatris aspera 2.00 Monarda fistulosa 2.00 Oenethera biennis 1.00 Penstemon gracilis .50 Penstemon grandiflorus .25 Ratibida pinnata 4.00 Rudbeckia hirta 4.00 Solidago rigida 1.00 Solidago speciosa .50 Verbena stricta 2.00 2.03 MATERIALS A. All grass species shall be supplied as pure live seed. Submit to the Owner lab germination test results for all grass species. For species that are not typically tested, submit an affidavit that describes estimated purity. B. Seed of all species native to Minneapolis shall be from within a 200 mile radius of the project site. Brauer and Associates, Ltd. Project #02 -13 • C. Straw mulching material: Oat or wheat straw or hay for erosion control shall be dry, clean, seed- free, weed -free, and free from foreign matter detrimental to plant life straw. Hay or chopped cornstalks are not acceptable. Wheat straw may be acceptable if well threshed. D. Hydro Mulch Material: Wood cellulose fibers meeting the MnDOT Specification 3882 standards. E. Fertilizer: FS O -F -241, Type I Grade recommended for grass, with fifty percent of the elements derived from organic sources. 1. 1/2 lbs. Nitrogen per 1000 SF 2. 1/2 lbs. Potassium per 1000 SF 3. 25 lbs. Super - phosphate per 1000 SF F. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. G. Herbicide: Round -up H. Wood Fiber Blanket: Uniform web of interlocking wood excelsior fibers with a net backing. MnDOT 3885 shall apply. Brauer and Associates, Ltd. Project #02 -13 • PART 3 EXECUTION 3.01 EXECUTION FOR TURF GRASS - TYPE I MIXTURE A. Examination: 1. Verify that prepared soil base is ready to receive the work of this Section. 2. If weeds have emerged prior to seeding operation apply Round Up herbicide as per manufacturers instructions and remove. B. Fertilizing: 1. Apply after smooth raking of topsoil. 2. Do not apply fertilizer at same time or with same machine as will be used to apply seed. 3. Mix thoroughly into upper 3 to 4 inches of topsoil. 4. Lightly water to aid the dissipation of fertilizer. C. Seeding: 1. Apply seed at a rate of 6 Ibs per 1000 s.f. evenly in three intersecting directions. Apply 2 lbs. of per pass. Rake in lightly. 2. Do not seed areas in excess of that which can be mulched on same day. 3. Planting Season: May 15 to June 15 and August 15 to September 15. 4. Do not sow immediately following rain, when ground is too dry, or during windy periods. 5. If weeds have emerged prior to seeding apply Round Up to weeds as per manufacturers instructions and remove vegetative matter. 6. Apply seed with a Brillion slit seeder. 7. Immediately following seeding apply straw mulch at a rate of 1.5 tons \acre. Maintain clear of shrubs and trees. Disc anchor mulch. Lightly roll seeded and mulched area to achieve even, uniform surface. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. 8. If area to be seeded was treated with herbicide, seeding shall occur no less than 14 days after herbicide application. 3.02 EXECUTION FOR NATURAL GRASSES /FORBS - TYPE 11, 111, & IV SEED MIXTURES A. Examination: 1. Verify that prepared soil base is ready to receive the work of this Section. 2. If weeds have emerged prior to seeding operation apply Round Up herbicide as per manufacturers instructions and remove. B. Fertilization: 1. No fertilizer shall be applied. C. Soil Preparation: 1. Notify the Owner before beginning work of your schedule for beginning and completing work. 2. After grading is complete and at least three weeks before installation of seed, chisel plow or rip soil to a minimum depth of 18 ". 3. Immediately following chisel plowing or ripping of soil, disc, harrow, rotovate or otherwise till soil to a minimum depth of 4" to create an even seedbed free of Brauer and Associates, Ltd. Project #02 -13 large lumps of soil and debris. 4. In areas with a slope greater than 10:1, ensure that the disc tracks or furrows run parallel to the contour so as not to encourage rilling. 5. Remove all foreign matter larger than twelve inches in any dimension from the areas to be seeded and /or planted. 6. After completion of soil preparation, the Contractor shall schedule with theLA -E/ Owner a final acceptance inspection of soil preparation. D. Execution: 1. Before beginning seed installation, the Contractor shall layout all seeding zones using flags spaced approximately 20 feet apart. The LA -E /Owner must approve the layout before seed installation begins. 2. Seeds shall have proper stratification and /or scarification to break seed dormancy for spring planting. 3. All legumes shall be inoculated with proper rhizobia at the appropriate time prior to planting. 4. Seeding shall be preferentially conducted as a late fall dormant seeding (after November 1) or in early spring (as soon as the soil is free of frost and in a workable condition but no later than July 15). 5. All seed shall be preferentially installed with a rangeland type seed drill or no -till planter, such as by Truax, or equivalent as approved in writing by the LA -E/ Owner. 6. If soil is too wet or the area too small to install seed as described above, a mechanical broadcast seeder, such as by Cyclone, shall be used. Hand broadcasting of seed may also be employed. Within 24 hours, or as soon as site conditions permit, broadcast seeded areas shall be rolled or cultipacked parallel to the contour. 7. Hydroseeding may only be used if seed is spread in a separate operation and the ground cultipacked before hydromulch is installed. 8. Within seven days of seeding, crimp 2,000 pounds per acre of clean straw for erosion control at a rate of 1.5 tons per acre to achieve a uniform distribution of mulch. The mulch shall then be disc anchored. 9. If area to be seeded was treated with herbicide, seeding shall occur no Tess than 14 days after herbicide application. 10. Install erosion control blanket on all seeded areas that have a slope of 4:1 or greater as indicated in section 02940 - Erosion Control Blanket. 3.03 CLEAN -UP, REMOVAL AND REPAIR A. Clean up: the work area shall be kept free of debris by the Contractor. After seed installation is complete, clean up any remaining materials, debris, trash, etc. Avoid driving over seeded areas to minimize disturbance B. Removal: after work has been completed remove any tools, equipment, empty containers, and all other debris generated by the Contractor. C. Repair: repair any damages caused by the Contractor during completion of the work described in this section. 3.04 INSPECTION After completion of seeding, the Contractor shall schedule with Owner a provisional acceptance inspection of the work. Brauer and Associates, Ltd. Project #02 -13 • 3.05 MAINTENANCE A. Contractor maintenance period for all seeded areas shall be for one month from Date of Substantial Completion. B. The Contractor shall supply all the necessary equipment, materials and labor for proper maintenance each type of turf. C. Maintenance for Turf Grass Areas (Type I): 1. Mow grass at regular intervals to maintain at a maximum height of 2% inches Do not cut more than 1/3 of grass blade at any one mowing. 2. Neatly trim edges and hand clip where necessary. 3. Immediately remove clippings after mowing and trimming. 4. Water to prevent grass and soil from drying out. 5. Roll surface to remove minor depressions or irregularities. 6. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. 7. Immediately reseed areas which show seed germination and growth that is unacceptable to the Owner. Continue reseeding until satisfactory turf is established. 8. Protect seeded areas with warning signs during maintenance period. D. Maintenance for Natural Grass Areas (Types II, III, and IV): 1. The Contractor shall submit a maintenance plan before final acceptance. The Owner may choose to enter into an agreement with the Contractor for maintenance or may choose to maintain the site itself. 2. The maintenance plan must include specifications and schedule for mowing, burning and herbicide application for three years and a perpetual program thereafter. 3. Each time the prairie grass reaches a height 12 to 16 inches the Contractor shall mow the area to a 4 to 5 inch height with a flail type mower. 4. Water to prevent grass and soil from drying out. 5. Roll surface to remove minor depressions or irregularities. 6. Immediately reseed areas which show seed germination and growth that is unacceptable to the Owner. Continue reseeding until satisfactory turf is established. 7. Protect seeded areas with warning signs during maintenance period. 8. Immediately reseed areas which show seed germination and growth that is unacceptable to the Owner. Continue reseeding until satisfactory turf is established. E. The Contractor shall notify the Owner /LA -E when all seeded areas are ready for inspection and final acceptance by the Owner. The Contractor shall provide the Owner with a 48 hour notification to accept maintenance responsibility once final acceptance is approved. 3.06 ACCEPTANCE AND GUARANTEE A. Provisional acceptance: the work shall be considered 90% complete after all seed has been installed and the Contractor has completed all required clean up, removal, and repair as described in 3.03 of this section. Brauer and Associates, Ltd. Project #02 -13 B. Final acceptance: the work shall be considered 100% complete after the Contractor has met or exceeded the performance standards given in this section, and completed all required clean up, removal, and repair as described in 3.03 of this section. C. The Contractor shall guarantee Type 1 seeded areas will meet or exceed the following performance criteria one (1) full growing season after provisional acceptance: vigorous growth of seeded areas to the expectation of the Owner/LA-E. C. The Contractor shall guarantee Type II, Type III, and Type IV seeded areas will meet or exceed the following performance criteria one (1) full growing season after provisional acceptance: 70% plant cover, seedlings of three planted grass /sedge species found and seedlings of four planted forb species found. 3.07 RETAINAGE A. Owner will hold 10% of the contract amount as retainage for all seeded areas until the seed establishes vigorous growth at the end of the guarantee period. B. If the seed does not establish a vigorous growth to the satisfaction of the Owner /LA -E, the Contractor is responsible for re- seeding and maintenance until turf establishment is deemed acceptable by the Owner /LA -E as described in paragraph 3.05 of this section. END OF SECTION Brauer and Associates, Ltd. Project #02 -13