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6.6 & 6.7 r-c. 4 - i // A� Item# 6.6. & 6.7. ty of ,/ MEMORANDUM �lk • River TO: Planning Commission FROM: Scott Harlicker, Planning Assista ��' I. DATE: December 22, 1998 SUBJECT: Request by Associated Developers of the Twin Cities, Inc. for Preliminary Plat and Conditional Use Permit, Public Hearing Case No.'s P 98-8 and CU 98-26 Request Consider a request by Associated Developers for the following: 1. Preliminary plat of 60.43 acres into 9 commercial lots and 2 outlots 2. A conditional use permit for a 60.43 acre commercial Planned Unit IIIDevelopment Location The southeast corner of Highway 169 and Main Street Zoning/Land use PUD (Planned Unit Development) / HB (Highway Business) Attachments • Location map • Development plans • Memo from City Engineer Overview At the November 24th Planning Commission meeting the Commission had an opportunity to review and discuss revised plans for Elk River Crossing. The revised plans included the following: IP 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD &Phone: (612) 441-7420 • Fax: (612) 441-7425 Memo to Planning Commission/P 98-9 December 22, 1998 Page 2 • • Eliminating the right in and right out on to County Road 12 • Eliminating the lot along County Road designated as a bank • Reduced the amount of retail space between the retail store (Walmart) and the home improvement store • Expanded the size of Walmart • Realigned the location and alignment of Walmart • Eliminated 2 of the 3 outlots • Reduced the width of the pedestrian access through the center of the main parking lots • Eliminated the Crossing Avenue as a through street At the November 24th meeting the Commission recommended approval of the rezoning request to PUD (Planned Unit Development) and on November 30th the City Council approved the rezoning request. The Commission is now being asked to consider the preliminary plat and the conditional use permit for the PUD. At the November 24 meeting the Commission's discussion included the following: • questioned if Crossing Avenue should be a through street III • thought the pedestrian access in the center of the project should be widened • felt the sidewalk on the west side of Crossing Avenue should be extended through the project • the need to include design or architectural criteria • the need for a lighting plan • additional landscaped islands in the parking lots • eliminating the break in the median on Tyler Street behind the home improvement building • shared driveways on the two lots closest to 3rd Avenue • landscaping Since the November 24th meeting the applicant has made further revisions to the development plans. Crossing Avenue The revised plans do not have Crossing Avenue extending through the project. It is still a private access road through the center portion of the project. The development plans also show a shared driveway for the two lots closest to 3rd Avenue. Ill \\elkriver\sys\shrdoc\planning\scott\p98-9dcc.doc Memo to Planning Commission/P 98-9 December 22, 1998 Page 3 • Tyler Street The median break behind the proposed home improvement store on Tyler Street has been eliminated. Pedestrian Access The pedestrian access between the Walmart and the home improvement parking lots will be widened from 20 feet to 24 feet. The sidewalk on the west side of Crossing Avenue has been extended through to the connection with the business park on the south end of the project. It was not extended through to Tyler Street. Staff will recommend the sidewalk be extended to Tyler Street. Design Guidelines Design guidelines have not been provided. Staff has discussed the need for some type of design or architectural criteria. Staff will be working with the developer on setting the architectural character of the project and will be looking for input from the Commission. Some form of design guidelines will be included in the PUD agreement. Trash compactor/dumpster enclosures • with exteriors that match the exterior building material and color will have to be provided for each building and/or tenant. Lighting The applicant will have to provide a lighting plan. Staff will review the plan to assess the impact on neighboring properties and the landscaping plan. Landscaping The applicant has submitted a conceptual landscaping plan. A final plan will be submitted for approval which will incorporate Planning Commission and staff comments. It will be staff's recommendation that landscape islands be more centrally located in the Walmart parking lot to better break up the expanse of pavement. EAW and Wetlands The applicant has submitted plans for wetland mitigation and an EAW. The EAW has been distributed for comments and the comment period will end on January 28, 1999. The wetland mitigation plans have also been distributed IIIfor comments; the comment period will end on December 24, 1998. \\elkriver\sys\shrdoc\planning\scott\p98-9dcc.doc Memo to Planning Commission/P 98-9 December 22, 1998 Page 4 S Drainage, Grading and Utilities Drainage, grading and utilities will be addressed in the City Engineer's memo. Recommendation It is recommended the Planning Commission recommend approval of the preliminary plat and conditional use permit for the PUD with the following conditions: 1. A developers agreement be prepared outlining the terms and conditions of the plat approval and installation of improvements be prepared and executed prior to releasing the plat for recording. 2. A planned unit development agreement be prepared and executed prior to releasing the plat for recording. 3. A of credit be provided to the City in the amount of 100% of the costs of public improvements. O 4. Upon completing all of the improvements and having them accepted by the City, a warranty bond in the amount of 25% of the improvement costs shall be submitted to the City for a one year period. 5. Surface water management fee in the amount required by the City at the time of final plat be paid prior to releasing the plat for recording with Sherburne County. 6. A sealcost fee in the amount to be determined by the City Engineer be paid to the City prior to releasing the plat for recording with Sherburne County. 7. The necessary drainage and utility easements be dedicated on the plat as required by the City. 8. All comments of the City Engineer be addressed. 9. All appropriate wetland permits must be obtained prior to commencing work on the site. 10. Restrictive covenants be put in place over the wetlands, these shall be • completed and recorded with the plat. \\elkriver\sys\shrdoc\planning\scott\p98-9dcc.doc Memo to Planning Commission/P 98-9 December 22, 1998 Page 5 • 11. A bond covering the cost of the wetland mitigation is required and shall be made part of the developers agreement. 12. Payment of park dedication fees in the amount required by the City at the time of final plat be paid prior to releasing the plat for recording with Sherburne County. 13. Appropriate cross- access / cross parking easements shall be approved by the City and recorded with the final plat. 14. Outlots A and B shall be deeded to the City. 15. A final landscape plan and lighting plan be submitted and approved by the City. 16. Design guidelines be submitted and approved by the City. 17. The pedestrian access between the Walmart and home improvement parking lots be widened to 24 feet. 18. The sidewalk along the west side of Crossing Avenue be extended to Tyler • Street. 20. The two lots on Crossing Avenues closest to 3rd Avenue have a shared driveway. 21. No access be allowed, except for Crossing Avenue, on to 3rd Avenue or 181st Avenue (County Road 12). 22. The landscape islands in the Walmart parking lot be more centrally located. 23. A sign agreement outlining the location and size of freestanding and wall signs be made part of the PUD agreement. 24. A 10 foot pedestrian easement be dedicated to allow for the sidewalk connection between this project and the business park to the south. 25. Trash compactor/dumpster enclosures that match the exterior building material and color be provided for each building and/or tenant. S \\elkriver\sys\shrdoc\planning\scott\p98-9dcc.doc 9-a ... g 6 A "0 . . ,...,.:::::, i„,,, .,,,,-, :.::,_- J J; :'= ._, ,,,,,.1L,, out-.)J' ;9D- 9, 7,D 0\i- b, -Sb I� i Nr 4 N 01kV 001 1 I Q „ ,_ 7 - o �j , 1y ,4 1c _ •11,, ilk. 1 1LLiL1 xlrt �::-' • Pki 7 ,o, - • C 4,, N ‘ f----"--7 %” »»>... \,. ...cr I ,.1 # --, r �m i' `. 'Dail► \`♦,• i f4 I ,, —68%041:61,2 .e.i. 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PM KOROTTIOS WNW 0,_ NS MR OI•004 00.00) To IOTA cm w IIIIre' CPASS\NC PN� '/// - — — — — �.�_� \ w.au1..wma 41 la 45/1.10. IZINAPPIT IITTAT IA00 S.. .0/1020 SI n. AORTAL ns 1 0 ..... i I II' \ / ////// / / / / .— -� ((-1 — ���� � I _ _ NORTH e ..,a,.... .,o........v. 1 I .. ...,..... a... 4S2 - PAAU oa �•a., "• a s.�r. �� '1^N �� rte' PRELIMINARY DEVELOPMENT PLAN PRY row Ii •"^'^� ..o"""_�•4�•'r"' •TM `n �•. � C RA °."»sIz/n-w.o RUC RIVER CROSSING ASSOCIATED DEVELOPERS ;. 4 .ax®.T r a.r. r a.. w eno r. wa , e ...r A.612//,.6531 ELK Rlven ,;�- • • • . .. . 1 / OUT`Omn1 OUTLOT / uv / PROPOSED TYLER STREET (1' /./ / / 73 n / / 3rn 2a /t 2 f ' // grais / DEVELOPMENT NOTES .4'/ .T ‘1"/".)'65 , MU...OA WM OW/ Y Kr w ur -1114214 Sr w Fur .11 WIN 4 Mt el 5 _��_ ''� .w.m s new v. Gam„6.Q9 rr, .w IHG 4,0°C” ,[m 4 __ __ __ _ - _ __ _ . a.enn.®t�mrnolOM w„1¢l. EROSSI 6 i --- \ N 1I 9 m RI 9 i! 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GRDSS A 1 SECTION A-A 941 2 I W_ I .. us-- %,--\_..... \69 J / / \ WS • / / / - / r.., .n.m.1t ,e° / / SECTION B-B (---/ / NORTH \ ' // .4.1E----A., su ,,�,_,, moo, ,_ °'._ ""^ , m WETLAND FILL/MITIGATIONrwrm. PLAN ' '¢ PRePNRRD roR mYFRA -� i0 � a -- . r✓ A °, nRIVER ASSOCIAT ED DEVELOPERS III y N 1----- -- -—-- — I -——1-1-115-44 4.1,---ei--- �`-` •O \ \ \ i L a 0s• � iiA✓✓ / / e `may 1' •\ \ 1 �a.� `�- I, /A• ,� N c C i' a P. / „,,, .4. <A \. \ ,i® \ \\ 1_- �' s 2a \\ \ ' ` \ \\ �� ® ', ' ,yam \ , „ , -- . . ,./ 0/ / / / / ,* ,-.--/ ve t,i, ,f, 1 fill :041(r y �i( �it �I� r C .��` \ V 1\ i {PJ ��Ap �y�o- �(�\rw •ic q j r 14 f4-0...„_--19---0- illillk il 1,1111 1 \\ \'� is ® �` - ®I i ipI 1 1.I 'IAMI ... f i'l-'II 'I k �1 ' �ow • ' �, + 0 E�III 4• hl 1 ' 1*4)----® * , Biu !id iii I I r 1 a ' '' ��� � ! ig i i'"i I •1 . ,„ 1, „ , a I + 1 4, 11'L- s' r it r - 0 e®= øII N rrri 1 - t � 1�� ridN, i�1 � I I I+�� d — — — - -- t .T Si rte 11{Prili 1111; g / a e I _ N. % ; v \ itifill E. 1a as 41llif i i it 2Ail li i,, 1 —— 7 \\ �'r 1 .-. 111111 s131 ig /1 f lEl *• 04 " �;4 I l i 2i" �1 -- •i�, - ; #` I 1 ig 11 i� I 117 _=-0-_-_-_____. }A,1 .. i fig Lai 1 gilt C _tt,\ 0,% 0,11 • 'elll rb Conceptual Landscape Plan Elk River Crossing Elk River,MN �"estal"oAded" I �' ASSOCIATES SRA . ..•..w.......r, s L.1eA0igmAMB.araw 0121377-210 °,:-:,=::::,'° ,+ m..100 ece1241177.1010 $$ ` t-r.r“.....c...• laralger,E.E seas .aateora.prur OW.— __ _ _. - ,Al 0 ELK RIVER C , 1 1 FOR ASSOCIATE /I DEVF7 -,, COUNTY ROAD 12 AT U. S. ELK RIVER, MINN • 40, Is „.. fro ,. 7 LT, .., itylppu .., 0 iv , ...il ...,.. . _. ,,... v. .,.�� �, �'i 1 XISTING ZONING: C3, PUD AND R28 �, PROPOSED ZONING: PUD �'`., _ -.< Al,ll�t*`,; '_ . ,,r � pm , 1 I i, VICINITY MAP • I f7 / , 2/' D DDBI N{ lifilSThAAFT Till FL4!AS 11G 11[TfB II/19/N roe Bw.o.IF RAY OI TWPETtlt IIaF!!TE U 5 /' 70 2W phonMow 67•F�� MS!!A 672/4. A to/nM BM BCI®BDUCABY,von so.n 8118 /ox 617/476- •O DAF BY BONNLS SO SALE BY MAIM DAF �1• 111 REN9W5 RAINS 9726/96 PAM- ei?e--, BM O :!ntn _. PoiuSOo.Br. E-Moi: cake OSSING ®h S INC. HWY. NO. 169 'SOTA . INDEX: p.I R SHEET NO. DESCRIPTION 1 TITLE SHEET 2 BOUNDARY SURVEY 3 EXISTING CONDITIONS 4 PREUMINARY DEVELOPMENT PLAN 5 PREUMINARY PLAT 6 PREUMINARY GRADING & DRAINAGE PLAN 7 PREUMINARY UTIUTY PLAN 8 WETLAND FILL/MITIGATION PLAN / l TITLE SHEET 171 SCALE pREpARED F0p, . B�y 6-6010 BON !PAGE 1 D 6 ELK RIVER CROSSING ASSOCIATED DEVELOPERS M/ra.crom ELK RIVER, MINNESOTA wd 10657 ICS 8 / i / 1E . I • THE T3RT LREIF TIC CF ICC 36 // r 1 l0A • Y _/ \ r / 4 /+' \' 1 / / 4/r/ \ � \u / i • ` a I y' / Y Y y' `Av // // \ n • < <Y\ \ ^<� n \ ` / /// \1 \ a Ta d /1 \ \ \---.... 7,A\..,‘ 1 ax I : e ?W 3 s \\\ I , . , 4$-/ /,9 \\ \\. . by Y / i • 1,..), i i// �e \ PAM 3 \\\'� II x 1 / \+/% \\ N) �%I / \`\ To 1 • / / \ \ • — — \ '['i 4 \ GE O E IaW 4 MV Vn W PW O¢W 0P w 6 EU.D.x2- 1 \ —_ — EXCEPT . Ot / 7 \ \ i d 1 �� _V 1 V / �,. TSwx 7,=5._,'E PM"NN[ui1M wrxwr oa¢SD''':::::2.4.._...` \ — s. \ a 7 OO PIMP n550CL1T�l Guar T.. c—( ►`_ Tu Ir '`/_ ! 1/ TRE VEST LK IE ISE SV v4 a ISE SV w SEC 35�� �-- \ I -- —� 131W — �, p. / •RTIfYw V TI[EAST LSE IF THE IC VA Q TK IC VI TEC 31 J CIMER cuEa To=ID*34 S a 1 R . •i 036 !- T.33,R 25 NM SEVENS P L 3,- � —_— —li—— J T.SJ R M ucs (:1Rn p,y_ +7 /• -r 101/EYf DI PUCE \\ M EAST LOE d'GOVT.'{Ll tla I / 1` � \ii ----- .1 ' •I ?1 T // [!A_ MACK$ I POKER URE •/ i ;51 pc,li. . I k ...... , ___ z , \ d 3 I H3 I '� / .o ISS J / -' ^'' "/ \\ / � /--- - '1 \` \ \\ �" si (Ss �c�,Y, r .....••••••••,- W I /"/ I G �- S X N"/" - `Y" % , /. i w , i ILI / \Y ('''v I/ LIE fW.RT!IOl i -c(, ) ,'/\ : I L Drauen n uau.n IT REAM'GERM,our ISIS PUN WAS PREPARED lir S[ �(6PM a ,E� aW u OWSI* MFRA,�2�.oPW Nat WGw BY APP10\ED ST a SrNlsou A 10-20-4 MC 1e\�ea.onn,+o Gou oeeD�snws DRS Pau 6 foss 612,e yn 551E SY Walla ND, Inn: BY Enna DA1E EDW, Pox RDGaWSR Prt Rea E-Mail; REASONS _ REASONS 9/20/98 Dn1E REG NO. pYePN1Y,Inc. u.\�S*5,nrn 1\Acc1O667\Nwn\eha,v 1n-21-99 R:43:f15 no, FST • I I iJOSII I TIE EAST IDE Cf Di NV VIS TIE W VA LEC 2 IN , • /) / I, 1, , / / // / /'/ • ,,,,Y„.,4 a' / 1 // ',/ Ye // �i // // s < ' I. / /'/ / S - ',`I' 1 I_t \• � / /� / ., y // ,// e '•' \ "il / 3 t6 // ../// /. \y/ g b fetir / ,/// / if / /% / / /./ / // •/• // / . ,'/// / / / /' / ( . .(�, __ 1 /T E VFii LDE ikE NV Ve Q,K W VI SCC�� N M2/'J9'E ----- . - I- '--PI-, si _au/ :C f �— I_I . f _ -I-- - 'f _- , i-- •- -! 7-\\\�, \\\ I d�Y, Ve hereby certify that this is a true°rd correct r,presentatbn ...••• ►qr 1 !` — \\ of a survey of the bo-rWerirf of. ^ ' ,Y ,- I• lT - \� .-__,---.-----7,7.'''. ( —1---I,- • , \\/ PARCEL, 1 r• • I t — / / J\ The Northerst Garter of the North,est Garter of Section 2, 1 17` ` I 16' / / ^ ..... ....:1 \\> Towns*32, 26,S ,b,rre Canty,Ihtsoto,QC0PT bat �J 0,L al I r A \/� IE°°`wih`z8 i« :Yue of 6'.°:en ua of w i«m"n z"" "`ae• I •'`I ��' q // \�., l—t ` / J 00 / PRICES 7 V 1 r l l / M That port of the Southwest Garter of the Southwest Garter of 1 I 1. — -- .� I / 9 I / Section 35,Toe**73,Ranee 26,Sherbe a County,Iesoa. . 1 / t; / IrYofes.utth Canty State 0I IEyet*wey Na 12.eaof the west I�\ ' ZZOO__ I / t3---.../.. PARCEL a . The west 200 Feet of Ur Southwest Porter f Section 35, a.1\ \ ,Towow*.33.Raabe 2C Sherburne Canty,IMwsoto INN south of 5 fty PDXES 5 F That port of VW Southe°st Garter of be Southeast barter of 3heo.00,3 t ,Tool y333,,,91WSheba-vie pe 26,She Canty,Nes rott, host of/1. MO the bcatlon of all ailorn00.If any,thereon,ond all Noble neloachnents,If any,iron or on tab lonN. Al Wvey*Nbyy or knitter ny efrect suoerOtsbn tNs 20th my of October,1990M . W McCombs Frank Roos Associates,Inc. By. Paul A.Johnson NORTH Lone Surveyor,qn.Lk.No.10938 o 50 100 2C0 .00 6160 to .25.. BOUNDARY SURVEY Mt*-i. PREPARED FOR: -.- ,NIA �' ELK RIVER CROSSING 2 A �� 55,72 ASSOCIATED DEVELOPERS, INC. hhbo,com ELK RIVER, MINNESOTA `u"Q Cr B 10667 I P .. 614'. lw ue E e. l'9'' n,w ,\ti _«, f • 6 d t '"•,...ivy ¢t /�; Imnv � 4 •Mr Q a , m 9r r9E� '1,4,,... �t k �� '�'+►t l l�a.� lnt r rI� 4,• + 44 C 197/.i YWi,,?',. '-':;': ::::',Z.,:'. y / %. RR ON M G Y f L ".",,'''''Z'76 �\ !A ,�I � 4 MI • D O 9n 4 y / - •VaFxyaYM a. • `,Try ,.:. 8 ,,.r"' 1 4 9 a r1 I 91 L1 , a / ,-` 1 JURISDICTIONAL N6666 •/ T ;fid r'i C'•y a& 44j11• 4.,' m M^911 �F i. • / / v . 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Of rdE101A I'FRA ��� m13D'C.I.A.' ��� RF>r6Mt9 01111111111.11 RYB .-.• 1♦'. •.., •.c.• /ox 61 061E COr. -'"MCGM01 FrUt RM REVISIONS REVISIONS 9/26/96 061E 9/26/96 K0.b. 21634 �� f-MOi E\sdskproj\Ass10667\dwg\pexist 102098 751 TREES LOCATED BY MFRA 4/94 PT p ELEV NAME n77 90617 8NRILE 77 099 'MUM9051 'MUM2' 1181 901.31 SPRUCE(3' 1182 904.13 SPRI0E(C 1183 90427 SPRUCE Y 984 90310 S2R1XE 10' n85 90323 SPNCE 10' n86 90316 SPRUCE 25' n87 90210 SPRUCE 37 ......._..... nes 90321 SPRUCE r n89 902n )MPLE 8' 11% 90245 CRAB r 1191 90285 SPRUCE 20' ._. 1192 900.38 SPRUCE 30' -- _ - ---- 1193 89916 8(80)9' 1194 99534 SPRUCE 32 n99 89474 88911E 1r 1202 . 080—Kuala.99913973 (4)6' 1204_._. ��} ......-._ ),:' Roy 99147 ImRLOER m6,5,,,1-9, 7 206 894.75 Im810FR 207 89643 8214. 9 i .. .; ROB 99422 CLII m 72' .. ..�. 12411291N A 420nsx11 16' 2511 X94 MIKE 4' 1252 88190 SPRUCE 7 n"J5q#Ca`.'22T' + 2542X34 (PRIX(2' tom' s '^, 2 6Ai 7 SPRUCE 2" _1257 98484 SPRI.CE r yy 12,088465 SPRUCE 3' ,{y 2599 884.77 SPRUCE 1' ., •, .- 1260 8885 SPRUCE 7 1261 881.93 SPRUCE/' a 1262 88543 SPRUCE 7 , .' R63 88542 SPRUCE 7 (261 88530 SPRUCE 7 265 98565 SPRUCE 4' 26689691 SPRUCE r tj\;, 267 86631 SPRUCE r 1268 88831 SPRUCE e 1269 88891 SPRUCE 7 1270 89029 SPRUCE r 271 09085 SPNL[3 272 891.47 SPRUCE 7 1273 89136 SPRUCE 4' 274 99173 SPRUCE 7 276 999233 0790E 1,34 SPRUCE 7 277 89358 si17 278 89724 ,...,,,,M--...213, 1279 89221 CRA1 r (2. 86125 mita Ap ,,~` (28) 89048 890(1 16 es2 90942 p�0 282 90147 10711.110(3 r 284 90299 KR m 6OA Er ' 285 98886 F11I m 8' 296 895.75 119E 15' 1295 88529 93311.112e',(2)12' (296 88513 928010 R(6)7'-IS' 297 881% 8811DC8 14)7'-14' )297 88161 BMELIE2(6)6'-17 299 8850] 9031882 13)2'2r 1300 88493 IC0810O1(2' 1701 99321 082,sre 12'1 W 1 09138 20' 1318 994.74 SPRUCE 15' 1319 89461 SPRI.CE IS' 1320 89191 SPRUCE 17 1321 88382 BAP(E lr 1322 86316 BALE 14' 1323 88362 7191.E r 1324 888384 821282 10' 1725 86411 9m 7',lr 1326 8844 7821,38 P�LNt m 2',8' 1327 88498 PIRA 8' 9332 86415 MARm 6'.9' 9332 88818 SPBCE r J z. TREES LOCATED BY SONDE ENGINEERING, INC., 12/93 ! u TREE NOTES AND SYMBOLS ..1 .. A Denotes Ash ...�.., ,. '..<,y 1 Denotes h C Denotes Cottonwood L Denotes Locust _, , M Denotes Maple " � -_ ,,.d. 0 Denotes Oak Pr r P Denotes e _• vBy roroteses Vlos. -s` "" (wtl Denotesks l�,o -' ✓t _,... PP Denotes Poplar Tree types vW sizes ore shown tt as ��- ' i•� N 6 Denotes N"Birch (11) Denotes nalber of trees n cluster • g 1 ^� -t— "�- , - ..w."""".--•�.. -� r C-1 NORTH o ao co Soo .60 am / 6w1Pa u.+ t'=loo' , " f /., )70 EXISTING CONDITIONSao« YRBfARED POR: 3 AELK RIVER CROSSINGASSOCIATED DEVELOPERS l d00m ELK RIVBR, IINNE3OTA "a °f 8 10667 i �/ P . . - . - - - . - - - / /, ` . ". OUTLOT //":4- / 1- 4^ �v 10'BITUMINOUS TRAL / + y‘‘',// `v\ \ O // `) �� cr////// \ ,,\ \\ eQ//// / \ \ >1 \ N 'I //i � \f4 '2 0 //i/ ,. ROI..T.WEI S •/' ,Q N./ \ \ a ©n, y i. NOUS TRu. % \ // OFFICE ,i / _\l \ ,0m Sr ... Z am/PdQ A LCN p room, /`// - ..1.CmW11N:Port IRRcrm 060011 j 1TM �, \ - r AI I 7 -,43 RESTAuR- 7,000 F. i .. 225 SEATS\ +� -.lE WALK \ 4 3 NOEL ZIP GPS, �M„5 -� • C LA I II 17&iTUYIOUS TRAL Cog°SS\t Z — — �71 , VTC J — z - -- -- W CAS/CONN. .RIMYt t`., RESTAURANT —— / —..--- > — — > 5,500 S.F. 7,500 1 — CC II FAST F000 —' pp OW / —— i 0 v / • (--- ) „ r ........_ / C 11/]0/.. MIR PINNED NTEPLaL PXMfMO utwS R of awn IIpRBY GSItMY ONE MMS PP0)11 IIXB MCP�AAS DpVYY IE 1c1FRA2 ralcmg fI/!.E•at WOfA 1 cUSW OI R[te. 1V Amu 1. 10/20/.. R. REA=ROUIID.R1'.AD AVT./fM08f10 AVE NIER9CCIM 7701;088 MMIO.fDRY rn1 ` I O.N `��x0 DAR RYM'Y.1MC! M0. DXR BY IF 1O OS COW. _ -REVISIONS REVISIONS RA 7L.9/25/98 IRo x1121538 1R.CeR..Fnr R m. E_4 ___ ARFw!n.be - '_sMdeularrreoxs:-.� E\sdskpro)\Ass10667\dwp\psitr 12-1-98 95940 am ESI DEVELOPMENT SUMMARY LOT 1, BLOCK 1 LOT AREA 79,100 SK OR 7.79 MIRES LOT 2, BLOCK 1 LOT AREA 49,600 SF OR 1.14 ACRES LOT 3, BLOCK 1 u LOT AREA 90,300 SF OR 2.07 AGES IN OUTL 1T B LOT 4, BLOCK 1 — —^ 76 ...n.—- LOT AREA 71,900 SF OR 1.65 ACRES ROPOSED TYLER STUEI .— — _..� L � 1 ��. .} OT 5, BLOCK 1 4SF,ua jl ._,._ ) „- LOT, 76,360 SF OR 1.76 ACRES ( / / • LOT 1, BLOCK 2 1 I I LOT AREA 350300 Sr OR 004 ACRES Il /' LOT 2, BLOCK 2 LOT AREA 936,000 SF OR 21.49 ACRES 6'CONCRETE WALK 'II / I LOT 3, BLOCK 2 LOT AREA 647,000 Sr OR 1531 ACRES 3 I'r., / 1 / LOT 1, BLOCK 3 �AR HOME IMPROVEMENT MR OPEN / I LOT AREA 204,200 SF OR 4.69 ACRES ERElla 112,000 S.F. CFN / / OUTLOT A AREA 97,400 SF OR 724 ACRES / O 1'/ // \ B ` �Ni �� 'I eV/GAMETE WALKJ OUTLO AREA 11,500 Sr OR 026 ACRES il .:-; El ' " -.7" "':- 1 1:i �• �i SERVICE/ °KEE 0 0 / 20°°°sr' DEVELOPMENT NOTES • L AREA ANALTSS ' _ DROSS MEA70.71 ACRES NET AKA 71 QL PROPOSED MING PUNNED IMT OEW.LOPLOIT ii=i FI e�I 5. EASEMENT SCE Iy FRONT YARDS 10 FEET / ,� 90E TAROS 6 FEET REM TAROS 6 FEET ...., OVER Ui IES(CENTERED) 20 FEET - —M 111111 Mr"...iv• CONCRETE WALK POLING AREAS/WETLANDS 100 YEAR!MIL SETBACKS / FN01T TARO(ADJACENT TO STTS) 25 FEET ♦407 ft / REAR YARD 40 FEET / t S ALL redw 40 ROOM TO THE NFMEST FOOT. ALL LOT AREAS ROMEO TO 1W NEAREST 100 SQUARE FEET. i a 11 / I ODILOTS A&8 SHALL LI DEEDED TO THE OTT. IN IN II S PARKING ANALYSIS —-• LOT 2,INR 2(RETAIL STORE) MOM SRF(W/E16'AN904) 197,700 Sr. PARKING RA110 5.0/1000 SF, PAINING REOARFAIENTS 969 PARKING PROMOED ACTUAL 969 — PROOF Or PAINING(ISLANDS) 10 TOTAL SIN — _— —— — --- \ \ LOT 3,WA 2(NONE IMPROVEMENT 6 REMO _ BONDING SIZE 112,000 Sr. ——— —— — -- PARKING RATIO 5.0/1000 SF. FOAMS REOUMFAENTS 360 ``— BUILDING SIZE(KETAL A 4 B) .70.000 S.F. ` `\ PARKING RATIO 5.0/1000 S.F. PARKING REOUNOENTS 190 \\ \-......-...... TOTAL PARK840 REQUIRED 750 PAWING PROVVED \\ ACTUAL 729 PROOF OF 0401 O(ISLAND5) 12 TOTAL 741 ___ ____- ____ _ 4i—I NORTH / 0 Do 100 100 I P )1 f MT .FET 6EY. °'"°N°N 5°" PRELIMINARY DEVELOPMENT PLAN =700' PREPARED PORT 4 C X10 ELK RIVER CROSSING Jr.� ASSOCIATED DEVELOPERS ro.com ELY RIVER, MINNESOTA 10667 8 r _ / . OUT rt, / 1 PROPOSE / 4' 0 // 1 / / 1 / / 1 / 3 442 i sumoV / OA. I / / I 4' / YY 1 P Z~/ `V 304 ke/ sed' . i \ . 4, aA OT s ��___ 5 I SAPrt cROSS,NG p\/ENVE 4 .rc ----- ' __--- — IDd 900 Y Si 1.63 AUi9 ) z 1 z ' r 1 3 N G 7100 Y !�I n E7 ACM 00300Y 2 20,A4R4 .33% 14w00V •CIO �ry X69'R.` a pl'�+'. HAY• N0 / i - E V.S• i i i i I , I p7 / ' �. '" ex I SEREST mem TINT THS RAs W ruruEO D e nnR/ss be R[w®SIC RA,en,Ilia DM AAA am � 1/anAeAC1\041\.�ar esu �.l�.sRw taaa DRAM Srn Arrub.(D K �A' A l0/m/M RIB SEWN)RPII10AR,,RO%WED PI,1A,O RNBQ' MV DATE A MAWS � OATE RENSN7R5 '/9Y/N CPB. DAN 9/?0/DO REG w0 71630 MCCSWp •I�ic E L\sdskproj\Ass10667\dwg\pplat 11-19-98 217:15 pro EST • U21.01 11 S OUTLOT B STREET 207 C7 xl 3 0 N7000 W N_ 1071 50ES Z Cl 204200 W 4.45 KALE 2 Xn Tri DEVELOPMENT NOTES 1. AREA ANALYSTS GROSS AREALESS T-O %'pjjn6B ACRES til NET AREA F-WAY 60,17 AC1ff6 Z PROPOSED lONNG PLANTED UNIT DDELCPWFNT 521 }g6 J. EASEMENT SCHEDULE FRONTYARD$ 10 FEET SOTS SOE YARDS 6 FEET REM YARDS 6 FEET OYER U16111ES(CENTERED) 20 FEET MASAO AREAS/REILAIOS 100 YEAR OWL 4. SETBACKS FRONT YARD(ADJACENT TO STRUM 25 FEET RENT YARD 40 FEET S. ALL 06ENSLR4S ROA€ED TO THE NEAREST FOOT. ALL LOT AREAS COVED TO INE NEAREST 100 SOARS FEET. 6. OUROTS A B B SHALL BE GELDED TO 7W OTY. NORTH 000 X0 soo PRELIMINARY PLAT „K; PREPS FOR: ELK RIVER CROSSING ASSOCIATED DEVELOPERS �5 B o.can ELK RIVER, MINNESOTA ' 0667 3 • `4EILAND °3;"^-,7/^—^'' SED PONDal# ........... �� NW.66.2 ., �! . WET VOL?0.76 a.F�� - /''" ",w.._ s r'/ OUTLOT A 4//:1 1 NU //;/ %\% \TJ' • �� ....r/..., / .4. : 44 //'' 7/ .0 .."4..""e-f.^,!.''''../ '4r#414 \\4:040 - '---"—.. ma. ii` Or / *Jr* • Jt, . , i e6211 i?<'''fil' // k\s'''' —r-- ' # AI, 1T47 N Ailt •..• 41WD 41.m. \(�� ' dry § '�"®® 0 • ,' 1 :.ee -a mo4. i/ / �. /` ,/� \\ ,I In`.., f / i /7. 30 SLOPE ,,,,..:.,--..,-.'"'"Ii\ j\\T. .;4' ..-' /- -1- 77, -.4111111.1W: w.. - . -----;-: /�� 7 / a/ � POND 11 3. / �_—/ II it(/ N W_866,0 / \ SED OND / ~ ..-+� �1 � H116.86].1 NK p r / .L \ 3 .4F VOL.I.M k.im„ r __. 1..0'—'7"..7- j ` ' ��J �% ' °' 111 y\ FFEM96.0 • ��� �� � . ossN't� . ��^•.�, tq,,tit �r .. �► �� /6'CrCRETE SIDEW Z ` / , % . iFE.897.0 1 :e6 Z 1, T 3 W _ 6% 696 _ .. Q RE403.0 100 _._ 1 - Q _ _...,�. FFE-807.0 M 6g rr 4 .1.777.-:-----="--- w. .. J ° --?..-..''-..;',4/ __,,_,_-_,,,-,..,-,.-;:.:-;;73.:--:-.--, - , / � .� .. rw, ���r.7.! ..fit :,i•'°r ��� / l TT -- 4- _. _ 1- 1 r. J - �D / -.ct-,.-1-(--;/...,- „.„._::,..,.;,.. .„--.:::_ ,-- .,...- i f ci /7 C . , .1, „BWOB H. EMxm alt PTNI,REM=PAR.siG 0.saaP er taaw.D WA pRHY TERTI Y THAT TMS PENT BAB PFEPNYD BY Mt.- B „/,B/1MI EMED in PIAY p� � �u,s Y„A• FRA ' xMm oBAW BY APPG0IED 6Y v/pS Tocz nae =WWII Li 10 k l M Pltn/HRue Mo DATE BY !MAW MD. DATE BY EH.S S DATE C6E.i. fox REVISIONS -- 110,1 CO --_____-__ 11/28196 wR 4.:ii w— > -... �1 `Mamba Frail R E-N I \edxikorn IVAte10AI,1\riw oAPf,PA[l[ IP-1--414 p.V.P1 om i:,1 y TYLER STREET I } OUTLOT B POND #13 I l ,wu., 's : r4„- ) f« 3:1 SLOPE HY&WL 8 E •m• ,11 Ii ' T 1 i� �. III x .o -15e irlI10 P' III —POND #14 POND #3 •euo.T t 5:1 NWL 8780 860.0. NQ1, ADPE I HMI 880.5 881 X 0.34 Ac.Ft IIiI F ,RI _ SED POND #4 I MM. PO I,9 _L��' NV&880.5 79.0 N3.5 WET VOL-0.28 Ao.Ft 6'IXWCSETE WALK-r III 1/11.-/1 - 1 . I ;� 2 OA- .�, y. : _8 r 311 SLOPE p �' 1/9° No�11 t /i $1, ..41141ry CZn 7i k V.;44S1 4 "Y.N r _..= 1 NOTES I,TURF ESTNBUSHNENT: mot � / ALL DISTURBED AREAS.EXCEPT PADS AND ROADWAYS SHALL BE RESTORED NTH NNIMUM 4'TOPSOIL AND SEEDED AND MULCHED INTIM 30 DAYS OF COMPLETION DF STE GRADING, SEEDING SHALL BE MN/DOT MIXTURE .-- NO.5(OR APPROVED EQUAL). / DORMANT SEEDING AREAS SHALL BE SEEDED,MULCHED.AND DISC-ANCHORED STRAW NULCHNG QUANTITY SHALL 8E 2 TONS PER ACRE. WHERE SLOPES EXCEED 4:1,A POLYPROPYLENE NETTNG OR WOOD RBEB BLANKET SHALL L - PROVIDED AND STAKED OVER THE MULCHED AREA. 7 2.WETLAND PERIMETERAND SITE PERIMETER CONTROL.AD REWIRED BY BEST MANAGEMENT PRACTICES(131/1,S),,SHNL.BE COMPLETED WITH SILT FENCE INSTALLATION. 3.PROPOSED SPOT ELEVATIONS ARE TO THE GUTTERUNE UNLESS OTHERWISE NOTED. "'I. 4.ALL SLOPES,SHALL BE GRADED TD 3:1 OR FLATTER,INSTALL TURF "'�_ ._ ESTABLISHMENT MAT ON ALL SAFES 3:1 AND STEEPER. --____ 5,CONTOURS SHOWN FON CO.RD,12 MID TYLER STREET ARE PROPOSED rM w ..._ ELEVATIONS PER OTT OF ELK RNER CONSTRUCTION PLANS �\ ti A LEGEND EXISTING CONTOURS '�„'`.� EXISTING STORM SEWER ��IN )-..Of t _ ... EXISTING WETLANDS '.... PROPOSED EROSION CONTROL FENCE LI PROPOSED SPOT REVAnII X 681.0 ��. '`.;,,,; PROPOSED CONTOUR -y -i. .^..,,�� T_ \. ,. PROPOSE[,STORM W ♦QST _-� (..----1 NORTH 6:-.,d-- ,7/ ilRo sio 400 v. "„o"° "" PRELIMINARY GRADING PLAN ,1.`OOK ;� P PORI 6 ELK RIVER CROSSING ASSOCIATED DEVELOPERS cpm ILLY RIVER, MINNESOTA `�1006667 aw 6 F! SEB-POND ' WET VOL 0,78 Aag+.,F/t''J / I � �, ,; ,A A,\ \ . \ \ 1 / / , ,,,//r,M3O Wilts,\\\ / ,, ` /,' `.\\\\\ POND #12 rat 654 0 Hitt eaco ‘l/ r/ / / v. 5a trt I ��SI , , . /// ' 0 / he 11.1i7.1 Top-7,42H iiii /, 1tioi ,_- 404V98.0 I .._, .v, .. ,/ „, .4(*.,A .// m W e I ; Allralk -egi.9 ,,.../' s lelue.2 1 'V. % IV / \ \\\/ I \ / •Y I .r�`\\7�.911���\ ,gel 1 V / ' ' I I STOMP'MX TSAN N4 OP 80.7.0 // / I NV.879.1 E ' / '11' SNI MH I I TOP 892.7 1 am IA /{ POND 011 it� 5 I �� Hitt 887.1 , HVL • 890.0 I 11ET VQ.1.01 AD.j�' 1197.3 I ' --i� Ni`. I....PROPOSED Op�18811 G . CPN 1413.7 1J tev WSW I ��, • .8$ 4 NV.881,9 rR.888.o a ELK RIVQt)i Z N. / TOP 893it INV. . 44-4-41 SW NH =•�;-------- ••••'...''N 3...4.1 I 7VE-1I7.0 Z TOP 898.1 TOP 996.3 W NV.888.0 • NV.888.8 OW a l 79 88FRONED 1 K rr[r•908.0 2 num,* 69 M NW . 1 10 / sum” t 1E,1TNF1R NM yu�p�ry ki /►, pyo ' Ei11/30/79 NS E\1ED BITE RAM.RMED MI No •.D*_ EOL;FIEDONEOT'1'' ._. M UBAG C IIILTLT�:' `�\R A1LT9 2Y0 Atm n H/10/N we HMCO NE 5toMl= ;. .. E MMKSOTA. 46 ,1 E.10/70M Awe K.=Bawer.NOB AMD roto 11 RI& I .... L.r.• CI DAH 9Y EKAIELS MO. ONE IV - IDX REASms .•.,- _ -_. DA9i71i11 CCM. 91LE :: McCombs MA Anetiou.Y1E. E-, 8 EF Mp. 21839 I\sNcknrn I`..6ss104I,7\Nv.,, 'o_._.o . ,c _ ..._. PROPOSED„TYLER STREET ITP7 0UTL0T B E - T___`_-M- � r _. r—`- 6 t POND #13 ,4 Oak Waif MM.6760 01181 f _Cp! � r 0u�1[r MM.sivaWP M A tp i t WOO • • POND #14 SED POND #3 Il NTTL 878.0 k�,=NM.880.0 HM.880.5 NMI.VOL 4 ` Z-ra RIiE SET VOL.0.31 AR.Ft 1.wn11l1�Ilwe 3 I SED POND #4 NML 879.0 . HM.880.5 ./'N. LMI MFT VOL.0.28 AR.FI FOE-IO sgal ■l SAN TOP 887.6 661A INV.885.5 .. A '�'.0 0 0 0 1 SAN MN TOP 892.2 u C::-.) NV.685.0 li •TOI N7,s•\ p�W �-.�Ih .. e.,. SAN 66 7/4/ .2101 W.1MH 859.9 SAN NH =p TOP 890.7 O O O / MN - � TOP 889.3 11 iiell 10R 960.1 I.x68,1 NOTES 1)AU.SANITARY SEWER IRES SHALL BE r PVC. 2)ALL WATER LINES SHABE DUCTILE IRON • ------V-- LL---- 1NLESS NOTED OTHERMSE. 3)ALL WATER SERVICE LIES To BE 6.OR 8•aP, AND AU.SANITARY SEVER SERVICE 111E5 TO -� �_ RE 4.OR a PVC. \ -LEGEND C105TNC STORM SETTER ..,0--P--4-.1. . - EASTNc SANITARY SEWER _ .. LIOSTNO WATERMAIN 00511NC BURIED TELEPHONE UNE 1:X151010 VENHEAD ELECTRIC UNE PROPOSE STORM SETTER 6F.. -sT.-.. .>. ..i. PROPOSE SANITARY SETTER •-s 4 S PROPOSE WATERMAN _r • PROPOSE SANITARY SEWER(BY OTY) 41..--94.% -.... .V....-0 - - PROPOSE WATERMAN(BY 0TY) --NC---v--- PROPOSED HYORANT 6t GATE VALVE ++ 4( NORTH / V il' 47 i 0100 900 7T .A 6 (1 RKY. '°MM4N "" PRELIMINARY UTILITY PLAN PREPARED POR :C ° ELK RIVER CROSSING NdP� ASSOCIATED DEVELOPERS �7 C Xcom ELK RIVER, MINNESOTA 10667 8 WETLAND B3 P — OUTLOT A / SED POND / '�:"+'?:•. MNL 666.2 XML 886.] :. T MOL 0.78 Aa.Ft / PROPOSED TYLE Qom' / WETLAND Jil `O. / RE TDRAT6N AF i1 • POND 312 / • MML MA •.(/:•: SOL 886.0 SE6 POND #3- 88i 8 / Mt .0,34 AM I / � / \\' \PI' 1T1TT kk\\\\\ / z IV•0\\\\\\\$" �\ / ♦r , a\ / 0 / �� I �--_ AAAA �\ � `111111,, 1/1:: Q \\ J CID ..... .. .......... . - iaa;.,... / 4..i.;5:§fr' WETLAND A SED POND #11 WETLAND B2 Illt 4 ; 4L1 ' 1-- 0 G 2 / OS' Hwy Nu. / � � / � � � i i i i i i i I i i I r _..........„ . , (76 fl _ow tateNR xmeav 8mm gnupFT�nrpM�nwnpwAt MEWEDy� pe,�r 1e.. -_- - 0JN D.p OFFFT 9P4g1=M&E&Lac;We.,. ma ..1612 Amu*II K tN830TA\h. / phone A X0/20,» r. MEM®60�.MDNY . _ '� ', Mil .�.. �.1.& I FRA ND DATE IT 8011883 wa DATE ST MT311MfS DATE car, fax 61 REMBIONS -. $ 8/28/98 DATE 8/28/98 80.N0 21836 '.� FRr.1,N. E–MOI AUMtLYO,6N. EAsdskproJ\AsslObt.l\dwg\pwet 1i._t�.. ,r Sl1N•RT O P9137OSED VETIM10 MARTS NI MITIGATES' P,'*3opnen: fL INC Creation Vetland 06W Upland Duffer Vet/and Bee IAc,on-site) (A[4 litigation IBOtor0tbn (Acres) (Arras) Col'nts A 4.3(17) 0.79 L31 a 071 - FII L Creation IA 11(ib IAS 066 167 026 - ELI,{R.storotEfwtbnbn 2 lb(3,04) 001 a W - - IkhO-FII 13 0.110.107 a a a - - Avoided M 0.7 mea 0.62 a a - FLens___ LCaaaI I OUTLOT B C Li C0.40 Di Do m - POO 17 069 0.11 - Creation POO 14 - - 0.54 - CO 59A C,.otbn L Duffer Totals 4F "OF 'SEW -TE 75 -6474- CUE 64iO82 PVD C039 PVD OM PVC) •irllM an*muss of 072 Acres AVG. ,•[:WE .;:...:::. \�y1 ars`"(`Scope aw(7F«s aett.701(start) '.-1rlip:':;:2;:".t yy sw stilts a'itch r Ditch .............�e:```;`3�:...-.......... a./1 B PO2NLDB75.14 Is Markey`S0F�oASane7 Lou at) :••:•:••:`\\ •::::•::•::::•:••: B B HVA.880.3 Pa StNyw*Nock 147• 162' et%l POND #13 VCA n twh NNL 678.0 ibo Repivlvnts LLD tS\t`,\t\" . HVA.872.8 ! LS0 Ac Fu-011 Ac(abPiim..op 2;279 Ac. INC 41 `II VCA ntpatmn treats —SED POND 4 SVIP PVC •079 Ac z s• 11.59k ND 879.0 N Ras-tor-01w PVC•W N:m 7a• 082 Ac HWA.820.5 Buen.Nfir PVC 067 Ac 77A•0.A9 Ac ` VET VOL-0.28 M.F) Total PV'C •-LSO Ac. ,,_..._.._.._ J Created 8.tlanis WC • 721 Ac Totol(NOatbn Crests •51 Ac 2 LEGEND 1 ......... NITIGAT EN ® FL.L • PERNN[NT 0)7IGA11O1 OLSEFVA7D11 POSTS lb4 KIN RST,TOP•6•AMA SOL 111FACD --'--.— IPL ND REEFER NEA FLATTER TINY 51 YSPCS • • QD JE\�� NOTES: /1/2 I)ORGANIC SOIL EXCAVATED FRl1N nLLE0 AREAS WALL BE SPREAD DR STOCKPILED FOR SPREADING IN THE LITIGATION AREA.THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SIT A5 SPE:'IFIED.THE CONTRACTOR SHALL SUBCOT NETLPND)4'06400.AREA TO A 0(219 OF IZ INCHES.RESPREAD TOPSOIL N AREAS WHEREVEGETATION IS TO BE ESTABLISHED TO A 141111111.11.1DEPTH OF 12 INCHES. It 910 — d k I,ETLAND C 905— Y u V R 695_" WETLAND ' S- maraca ON _ 111GATI _ -- - Ii- HAL HML.887.1 Nn&.888.0 885- 1 I ----. 100 200 \ \ SGALE VERTICAL 1•.10' HORIZONTAL 17-50' SECTION A - A 820— 7 rs ---__ --` I NETLAND MITIGATION I a l ee ,�- 1 HAL_880.5 I�. \ \ NWA--878.0 875 I I 100 200 SCALE: VERTICAL 1--5' HORIZONTAL I.-50' SECTION B - B (E.-7 , - NORTf! / 0 50 MO 203 I G a �// sT1j('�j\) 11¢T pEv. 1 1 °IO 763,' WETLAND FILL/MITIGATION PLAN -' PREPARED FOR: 8 B ELK RIVER CROSSING ASSOCIATED DEVELOPERS Rn ELK RIVER, MINNESOTA Or 8 aeeRw��m�e•.r�-..-_•zaa. .._.r•iaene�Ymers..:;..v-..�.zca- .a^�,.:. .-x. a-.�vr�ee.--r-.2v-s:�......: „.....� .-¢-T'-- -.q., r-. _., ... ,. 1, • ,,,, ,,,,, ,,,i,i' i. /-/ 41‘. '''•••:,'‘*•,,,,, 110 ,,, 1 / i ''.,'7.k .'.Li.,,.''qlk,''''.0'' '.'•,';-'411. Z...:..'::''Z''''':t' .. .7' f.i7: ..411PWAN.4.4-::4,),;;.",-,!A• 7\ ! \\ .,/ .`",41.'., • /' ' \•'• . C:J; / I///:;it./j, / , 'N, '- ' • •., ''''',I". ,,,, .• >j V.,.. .ik -' ' 0;• s,",:/„/;I',,,//1.i/,/.';•;/,', ,0::'•]..,:;,,:,,./,:.',_;'<'';..,-(.:'..'.,,,,k',',f / `••,•' 3, , '\: \\\•'e to/- 2 0\ , , ;i' ' < \ \' \\,l ..i..,'"`,\,).•,m ft,•.•,r\,/4),f/.'...„,.i.,,1.;,,-,•. :-.•4 ) ,,,.,'''/// ,,it".,!.A',.0'' "41'.'''',, /42.-0, \ \ ..., ,• . . , iii, ,. _,',. ,-.•;y.4t, ii,,- , „,,,,,,.•,..„=„,, ,• *;-„,...,.- ek \ \‘‘..,.'-\ N. ///,, ,,,,,ii:;,,i ..,:,,, ,.. . :. ,.-0,7. ,::,... \ • 4 Ji.,,i14,.:, ,„„ 4„,,.....,;,:i,7- ,, .•47fro ...,....,- .A..7.,.. orra . il ' ,.., ' 12,omt s. \, .---. \ 'Arat 46 eW -. 1/// /Aref -,, •-_-. . ..„ _ . . ____ . . ____,.. , . ,,. , „, ,. , ,. ... . , _ .• R „, ,'',,',,;:..:',Y .., - .,:0-2,7V:-- •:-'74/V.- .;'.-., : I f• -•'''-'6`,:-.- '101,40.,, . ..--- ' ...,,,,I.V” , 4 ,' ‘ ..,: , .., 0,,,,,,, --1,L4-y."--• , ,,:.0';..w., \ - ''' , I I 1 \- ,,,..•• _....- •",..!._ -. ' — 1 •.../';',. 1 . --;.---V7- 3 .. .. - -- 1 I 1 I .7.' CASICIR \. ', ,REAWRANT I 1 ' :1'' 5,500 ST. '',. \ i -,''''' 7.560 V ......., ..---- , .ai- 1 i.,-,,, ''" ...-.- -•-• '''„...-,---.,,,,,---- „.. . , ..., _..- ..,--- ...----- i 0: 3,500 ST. k - ;'''''''''' •'-” / •;',1 \ ,..,,,-.. - - '171';';'>..:1--',;'" ;''...--.' ,,, ---'._...,-''''' _,. a.-' ''''' _,., ,,,,„ _ „.._--' .„-- _---- -'a- „ .- '-- -- ----.•_---- -- -•( „...i..... .- 1 ''''' - ----- --- \•loti i , \ •-....--- -- -- --;; _.---- _,„-- „---- „--- „---- -- „ „' ---- ..- ... _-- „- -SE-LandiaTpe—PW- . )( ii/ ''.'''Y'-'.'.:.',:.'..'•‘:.'...''' . . . ,,I if+, .. ,;,,,, . ' • '• '•,...• -- l''*'' 'Z''' .. ::. 1 • -.•.. . ' i i ' .i_ _'' •N,:.-14,- -.- .. --:.,:,. ,trI ir,,,s,,, ,, r\ \ i Si* . ' • • '-'' ...... 7.*-774:1-1!- -"_ ---- i',1 ~ —' r••• ,-;,.:-',\',• .• ,- ,: ...', . . • . -,..• ,. • •• • , ,.. -N, - - • - '',A z... --. . •• _ . • . .. , . . .. . , . • _ , . ',...,- -•-• ....tor.\ ., ,;,\ . 1 s''';::,.. :iikik..., •,•.14"4 0071 . – '14 • . it\ i, \,,, .,;5iifii, , ,/ 7 • ;3;41.,7 ,... ./..,N ,.. . . • • , . . . .. 11.01Praf. -MP OVEFtSTORY TREE Recommended weds,: ---7------ --.77,-.7‹,------ ; / 41r , Qualm Wardle-Northern R i ••........,?„,. „ , I '”- • ' i....:411--,,,, ,„„,, , nd -.a..._...____., I _.�._........1 -..,,_, , o — 1 I ous�Jt e `'" R � b v 4 1 ,.. 4„ai_ _ _ g .,,, °,, If , „ , , , ,. i. �� � je .4,,,,_,..-,-,',..:. -;„1:1,. ..._. 3�3 3 14 �' ..„„.. .......„,...„.„„s„.„............ .,.,,.., I. PIC q , -„.. ?f.:47.. ` • 4, 4. * ,N i . t dtt trzw6 rostwArr CO r i z f ‘4,440a1:,_ it2o0o s.r. ,I I y ) > i _ , 4a-,�q�.�, 's,. 'die ( I 1 _ CA L.. ,, ...: { �". . , . • .: , 2Qtl0�c r ,r�! I ���� ' � w be..,....57....›.:. r e 1 � _.yg _J U : ,,,,,,d ' 't , -i--, 7 l _ Perf3pnu>friddr ( Additlorsl Notes �M �'i i t :4' VP 1. Landscape concept plan establishes the general theme EAL*s(t \\°' '' for the development area that individual site plans will follow. As sites are developed,detailed landcape plans '—�' will be submitted. W Srifir'rc - =' :�- 2. All disturbed areas not otherwise narked on the plan will be planted with standard turf grass. C 3. All wetland and wetland edge areas will be planted with 0- native native grass species as outlined within the plan. Q CCI 4. All parldng island areas shall be planted with a 0 groundcover of native grasses as outlined within the plan. ) 5. All planting islands shall be irrigated. N J �" ~�� - _ 6. Signage for the development area will be designed to al -' " _,a C.-__—_::"..:,-.:.:-..:11: `.7�._-�•. --- meet all city code requirements and will follow a common a=.. -———-- architectural theme through the use of common materials Q and color. Detailed sign designs to be submitted as development occurs, 0 0 7. General lighting standards will be designed to meet city 0 code requirements,security and safety needs. 7 Streetscape and par((— king lot lighting will use downcast o _ fixtures designed to eliminate glare. Development will 1 NORTH utililize complementary lighting standards and fixture 1 E- Lf ] throughout. Detailed lighting plans will be submitted with m the site plan approval process and will follow these . y o oo 100 Too 400 standards. do •4 air 4$1402,. y z gip 444 se1?I i()C\ SHADE TREE UNDERSTORYTREE CONIFEROUS TREE SHRUB LAYER OROUNDCOVER '`4 1y{ armw Recommended epodes: Reded speciesRecommended pedal Recommended pedes: Recommended towel: Si / Pis ernerkxree.LodPrunusn Prumartens-awry Pinus D011104808•Jed;Pia Euonymus aloha axrpeeta•Dvarf Mn 11039101X1drapop11039101X1Lisle- Blueemm — ER1098-3 C '„'rl/ l&e bicenlhoe Barra' Thornless Prunus w5tple e-Cherry Haee glom Bleck Bur Bush Amuphe anemone-Leede I HaneybaCadmus Cm us snar P-Hewthome KIN Sonia Porro glare••Smithres MpadSudropojpad•Big Blue Stem ✓� Frsd'en ansr le-White Ash Rom mime-Hardy Shrub Roes Panum*stun•Swtldglress 12198 {/ql' Hallopele Wendshles-Ox-Eye Sunflower varies --—_—.-_—�-- Sheet 1 of 1 • Howarc R. Green Comos ny ;p,t,,.TI1f E,fl►Ef:ILS L" CONSULTING ENGINEERS Formerly MSA Consulting Engineers December 16, 1998 File: 800-112 J. 0240 The Honorable Chairman and Planning Commission 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330-0490 RE: ELK RIVER CROSSING REVIEW Dear Planning Commissioner: After the initial Planning Commission review of the Elk River Crossing Development at the October 27, 1998 meeting, the developer has submitted a revised packet of drawings. The packet we reviewed was printed on December 1, 1998 and had a latest revision date of • November 30, 1998 on several of the sheets. The plan set had 8 pages consisting of a title sheet, boundary survey, existing conditions, preliminary development plan, preliminary plat, preliminary grading and drainage plan, preliminary utility plan and wetland fill/mitigation plan. In an effort to avoid redundancy and repetitiveness, we will only comment on engineering issues and only on those items that have changed since the initial review at the October 27, 1998 meeting. For reference, we have attached a copy of our October 23, 1998 initial review of this project. Based on our review in meetings with the developer and his engineers, we would offer the following comments on the revised plans: A. PRELIMINARY DEVELOPMENT PLAN • The right-in-right-out along County Road 12 has been removed • The full access along Tyler Street to the rear of the major tenants has been modified to be a right-in right-out only • The southern entrance into the site off of Tyler Street still shows a median across the access point; however, this access point is intended to be full access with a left turn lane off of Tyler turning into the shopping center • Lot 1 and 2 in the northwest corner of the site are now shown to have a common driveway • The 6,000 square foot retail store labeled Retail "B" should be on a free • standing lot o.proj./112-1601.dec 1326 Energy Park Drive • St. Paul, MN 55108 • 612/644-4389 fax 612/644-9446 toll free 888/368-4389 • The Honorable Chairman and Planning Commission December 16, 1998 Page 2 • The development plan now shows a 6-foot sidewalk extending southerly into the industrial site to the south. Generally a sidewalk is along the west and southern part of the main access road coming from Main Street to this access to the south. At that point, the sidewalk is shown on the north side of the access road out to Tyler Street. This section of sidewalk along the north side of the access road makes sense for anybody wanting to access the retail opportunities from Tyler Street. We would; however, suggest that the sidewalk also be continued along the southern side of the access road out to Tyler Street to make a continuous path for pedestrians only wanting to cut through the retail center B. PRELIMINARY PLAT • Currently there are no easements showing on the preliminary plat . The sheet has a schedule, which calls out some of the necessary easements according to the ordinance. In addition to that, easements will need to shown for the truck sanitary sewer and water, which comes from the west side of Trunk Highway 169 into the site and then follows the road out to the south to • Tyler Street. There will also need to be easements shown for the internal lateral sanitary sewer water to serve to major tenants. In addition, there should be access easements shown for the parcel of property between Trunk Highway 169 and the site. The final easement that will need to be provided, although it cannot be shown on the plat, would be a sidewalk easement for the link to the south • Out lot "A" and "B" lying on the eastern side of Tyler Street are to be deeded to the city according to the note shown on the preliminary plat C. PRELIMINARY GRADING PLAN • Storm drainage for the site has been provided through a series of catch basins and small diameter pipe conveying runoff to sedimentation ponds prior to discharging into wetlands located on the site. Generally, all the wetlands flow from northwest to southeast where the discharge ultimately leaves the site. Storm drain calculations that have been previously reviewed indicated that the ponds do an adequate job of reducing the amount of runoff to predevelopment peak conditions. We have spoken with the developer and his engineer about the possibility of taking the storm water runoff from the last pond through the Vandenberg property to the large regional pond prior to conveyance under the railroad tracks. This would help to minimize the size of the storm sewer needed on Tyler Street. They have indicated that this would be a workable solution for their development. We will proceed to work on a final design for this type of system • All ponds and wetlands on the site now have minimum 3-to-1 slopes. • Howarc R. Green Corn oany o.proj./112-1601.dec CONSULTING ENGINEERS • The Honorable Chairman and Planning Commission December 16, 1998 Page 3 • We have indicated to the developer's engineer that each of the storm sewer collection points and ponds need to have emergency over flows indicated such that in the case of a plugged catch basin the runoff will work its way to the ponds without endangering any of the buildings on the site. The developer's engineer has indicated that he has thought about this but it was difficult to show on this large scale, but they will provide that information in greater detail in the future. • There is a small amount of grading shown off of the project site on a piece of property line between the development and Trunk Highway 169. Provisions should be made to either get permission from the property owner for this work or revise the development plan in such a way that this grading is not needed. D. PRELIMINARY UTILITY PLAN • The preliminary utility plan accurately reflects the city's trunk sanitary sewer and water construction plans with one minor exception. The 24-inch sanitary sewer, which comes from the lift station, will extend north into the development then easterly to the ring load. Currently the utility plan is showing it going directly east through private property. The developers have acknowledged that and they will make this change in their plans and will • provide the necessary easement for this sanitary sewer • The lateral sanitary sewer shown on the plan is adequate to provide service to all of the lots in the development. Easements will need to be provided over the portion of the sanitary sewer through the parking lots of the major tenants and the private portion of the ring road. • We have reviewed the watermain layout with Bruce West, Fire Chief, and Bryan Adams of the Elk River Municipal Utilities. Generally, the watermain serving the two major tenants will need to be looped and more hydrants placed around the buildings. It is also possible the fire chief will want looping and hydrants along TH 169, depending on the intensity of development. Since all buildings will have to go through a site plan review, additional more specific comments will be given at that time. • The storm sewer that drains the public road within the development will be publicly owned and maintained. All other storm sewers leading from the sedimentation ponds to the wetlands and draining the parking lot and private ring road will be privately owned and maintained E. ENVIROMENTAL ISSUES • The Environmental Assessment Worksheet for this project has been review and signed off by the city and mailed to the appropriate agencies. The period for public comment ends on January 28, 1999. • The Wetland report has been reviewed by city staff and send out for joint notification. It includes a replacement plan for wetlands that are to be filled Howarc R. Green Company o.proj./112-1601.dec CONSULTING ENGINEERS The Honorable Chairman and Planning Commission December 16, 1998 Page 4 by this development. The comment period for these issues will end on December 24, 1998 ♦ Steve Rohif is working with Sherburne County regarding the County Ditch No. 10 issues. As the commission is aware, a portion of County Ditch No. 10 crosses this development. The City's construction of the storm sewer under Tyler Street will eliminate the need for County Ditch No. 10. We are hopeful that the county will work with the City to abandon County Ditch No. 10 since the City is constructing a pipe network to replace it, while still not affecting the development timing for Elk River Crossing If you have questions regarding any of these comments, we will be in attendance at your December 22, 1998 planning commission meeting. Sincerely, HOWARD R. GREEN COMPANY (700904 • Terry J. Maurer, P.E. i Howarc R. Green Company o.proj./112-1601.dec CONSULTING ENGINEERS