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05/07/1987 - Advisory Parks & Recreation Commission a+sxa g aax .s. 7 A. to Order - D', B of C. Conse 1. 3. ®a_- 5 , ' ' itir.. 2. -on Old B ss 1 a r rooff~ F. 1 G. a e .cad- - -1 2a 3. 4 : 5a 6® 7. kble I. Adjou TO: 6, 'l , 7 s arr-.Lng to you ntl e 1 of r 1 i f Af' 7al of t' etem will n2i -)r this once items c n the t-) add-'t, Addition T din t i to 2n ion» S f_ remora each of these develo ent items with t repo OL ti. . e Ac - l t o_ ..ill t the frozr pro-,j ~y d o1 Ei lc ed i> d w r staff icernin; b... lic ?w» T i a. Gaff ,,3 thi,. ----ESS is on' " h is thk U- y t t of f u f Y® under "Parks Devel on w 7 (h cs~.a ,i4 11 r-- ter hp sion, Item , Blau awk Park, r t ~s to ded f this pl U GLAD U I, Ti ams under "Oth- F i npss & Renryr tjh-a tU >n. The: b„ c ' verbal m~ ~y the activit' 3 now 'D, Xully s'u-V . ,~u Director of Parks Re 1 KV/js i q c In with all _n f avorg , i t thi r a A. -l 1.tb as Sell t to W. t for L i. f e R _A f 1 aitieh 1 9 C are over d i it r n lan 'o g O at 1 LAP= all -zL L 1 ) a U14 L «_1496 LbLd'+JV iLOCE ,S. CS V%j .Adv w ,A , 1987 T wo ay 6 r 0 t V A qty t t Ls ,Y rc~. e,a.+ac 'C+azca c.~vaaa.n a x WOIL. Jxa L. u r Id Dir tor o c l REV C par c D initiate an offer for th t D 'pf?i c r of L b e "tst; T) r+ ¢ ca & Rec. Comm. 2 1987 re bean f of tk: on, c 1 cgS2°~ tt.....> ( red air 32® RE Lt a ?dication be a rep >f pl of 1. (b) Cc m , at (d)? RE 2c n: A dedicat ° for C I ;rial pr (e) OOE R¢ Iona. r pro al m &v/nab ~°'ry Pl^+ 1 ' i s L facil t the Lanni ig Report p - s al( E C 3 ^W° l , 10 Nj F'CS l.lm idd..I., v.[. ty C' d C._ I fl a tl t' 9 !t to IS. Visit'"''_ ise of the I °operaty ever ev _ l . the o For C To nd. A- the Co~dd~ L" v / adclb CITY OF EAGAN psi.) Mi_..,_CTe 1;r3t.i.IMINr.>,.°:? PLAT AND C(M.'z'_O.vliL USE E:MT ULTRA V Ar i T . s _H] APPLICANT: ULTRA M, !NC. LOCATTM: W1/2 SECTION 1'~ - LT 1-G HvJr- IN DUSFl ,i ?l±Q EXISTING A.~)s..q e~iC3 DATE OF PUBLIC HEARIM: APRIK 30, 190' DATE OF REMIT: Pd'RIL 15, 1987 REPORTED r'_LANN4iG AND 1-NDCNNI3)f G, APPMCAMON: An applicaLion has been submitted by Ultra IV, inc. requesting a Preliminary P± is of zf?prox_111ic?l {'i_}r ' is. ac _ 1 En r a r '°`51 3tl I i . f z-: and %ItLi cLl1' alo' iJ 1 This _,l e,: , Tract I'' of Ifop_ i re'c hand Sui-Z,ey #4 41t' i.nnLa 10.3 nacre i:o the TC'_ La lram - and 1_e9 ~ acre ,C7tl:?LA City Code permits C1~~~51; F t.,L',:C~)rdr? s r, a(1 11s in L1 districts and indoor ro?'illi, „ i <;1 recreation or I I I tLo: such as bC.iTI._1?a(7 a Lc'y and tennis clubs. Oul-door : C'u r not ,t)Or ; 1 i . i l''7 addressed. and -~e _ I),z"'..'[' .><.z_`'., c. _E.tas Conditional Use items. On sale wine and "~_'"'t' listed 1 > A I E J_ ra o liquor license will 1 be required. The .`C-ion i . t,o E - Use Permit rnquesLed now is for a pylon sign. The ' tC`p oc r ie'A on Me we H side of MY 13 is surrounded by LaHas.---; Corporation across 111 's;-hhowk Road to 1 he east. office ry pe 1100 00 us :,e Ioio'.d property 1i the 001 ¢"I ac's( an 01 f_1I111 single Family residence on the corner of Shawnee Road and HWY 13n SITE £'LAN,jr?11 f1_Df. 1, t CONCEPT: ' 1 I ; . . ` ° , 250 s e a t t restaurant requires :_f,+' 10' s wide C:;arL i'"?t4 stalls. 308 have }}1e tlt-C;V 1fjr(i in order to 0000111. C,.IuI " the needs of approximately softball teams that- may use this facility for tournamentplay. The two s>:~1 , Z?.z _1._i t,ta contains two r volleyball courts on the lower level along with the Doi ; C'ciI_ iI; Cj area and dance floor. ~ oaC and V ! i) e from 1 volleyball area is open ' L-C Me 1 C ~'';:-.n r1 Mat eating area 1 h roii1ti « q lass wall. A iri_C_yC_ dock an the ry0` ? ,r0 051I.oC"ii'flr over Looks the two .i11-f F;,_7? fields. sides f?.. the _ 1 Fen cad _ i },i:'``>r' fields are designed for Class Or C ...s0 _ the ;l 1'_1117'111 level of play. The distance f?'{J;ls home plate to the fence is 300' amateur Ample w;i r _ p 1'£:'0 has nor rr provided between the S d i . There has c o n c e r n Man a by rIoC1 tH balls ht 10( 11Ii_ 1ii1.":C7 lots with different- ownership- vxt C'. Lor of the building is I s ayf i, 1 L and very z{ zl;i"op i o'C o for 1 The its use. A R , o;- tni oied metal canopy/root design a 00 with pennants will I add Cr festive color to t h e stucco on block main 1 Y Cl(_,_ elrt Lure. Ail setbacks Ii1C'E Code requirements. Pa(-; ~l done and meets the The preliminary Landscape 'fx3€_ plan is well t`~s_, the performance standards listed in the landscape policy. Screening he large park- ing area was the main concern and the mixture at plant material, sizes and species will also create year runs interests. _ at the PT ___i_ k;la w'r'b intersection The c propC9s.?Li pylon v, ''yiT1 along HWY 3s e :r£_' 3_<.=a_£ I,xii not ~Nv(=tY designed 4e but the oca on X25 ,q Et. r s 27' ht' _ ha:: proposed meet the requirements of the Sign Ordinance. E..b.t.''j,. ~S~~A`d x.36 DR A 3_i&'a`-~L2 d..nW 'This { o'^':~n .i_-`if _ y Y. _~A is _I ~~.,at. a . l~ n of V IL L and M ..:r,h o w s that ae r 6 rat l slopes from the _ , ti ,._qr_ Road to t h e east with a o f ; € A l£ i J n a F 1. cam. _L e I. E. ? a 1_ a o oxI I Crary 42'. Subsequently, the 6 i i va._ zay grading plan t_:_ Ala ~y 5~.~ ,_t1Jt.~ or T Ji v'~3 with Vie upper le-vel -ti consisting of the parking lot and main floor facility with the lower level incorporating two recreational 1 fields. ,`lia has had a considerable '7 This site a._i~1~.(':,t.Sa'4~ amount of construction demolition and sludge ash Oil deposited from tto Seneca Waste Pb aJ eat:T:'_'.n . _ [ rnL operations to achieve its current elevations. The attached, f 1. and Water Conservation District report discusses this impact in greater detail. The 4PEVA is air C ?fib.-. i ground 5I =1 t:er to determine the extend of pi>> ent-, t con 1 'a ,n associated with this fill material. The proposed ape of the roar._rt..otia%I softball ...elds, does not inset t.,io i & /f ? slopes _`5 ia_ t y Lhe _'1 a.r recreation standards. in addition, a 206 flat area €11110,11 be provided outside of the foul lines adjacent to the parkin-,,, -loit. ,d: stone oC1:LC , is not reflected in the submitted grading plan_ It, s also., t.:r i l` reco C(_-,c ded that intercepting drainage ss b._~ ? tSf 1. L __F~ i , ; adjacent to each a ti,:`- - f? etd s foul line to ynt.__ .UPT. and preV 6=n drainage i'....;e1 the parking lot .s i.dv slopes from S_'r:-sSy.a the playing surface. The grading required for the proposed pariving; lot construction adjacent to, T.H. 1 removes the mi 1iri l 1 over the existing ~~~63 trunk trunk water Either a revised 5'F~il'l~ plan vtil_- l. water 1[cc3'<'; i< . _ 1 ~r;r T~~."i existing trunk t water will have e t have to t-sE submitted this 'Md.. Or main Ya`i~ C7 be lowered in place to conform to the new grades. The existing ditch along the east property line should _.a be shaped to its final on t 3 .a _ a ot_ a J uqt, I: 1_y e L n i., e i -w t , norll:an nt. vegetation to conform to the overall site development. There is an existing 42" trunk storm sewer facility whicb parallels - - ..=ict :.i its. ~ti'k Road traversing this site along the western edge of the parting lot facility. An intercepting C01 t._'ii bas ".i. coati iC:6 le should be constructed between the `.oio 051 . ii iet zs- to provide MUM 2Y:, 1"a'le for the previously referenced drainage 503 1 eu P Existing drainage ,rates w'.._[ either have to 3 provided for or r eL . r e L nu a i - `l of 1 t. u e < ra _i_ t * ra properly Areas. The innerna 1 parkins !at storm sewer svni en is ~bleauane no hand W ` s =CA L .1 : i 3 I is c5 ..v ± _ s..._ , Ie' f > ac ,ha lac R ,_a to provide i future extension to the east to hand 1 rte- _ _ _ Comprehensive Storm Sewer Plan,, " light - l revised detail site qradin--,, of these s an should be prepared am! resubmitted. n crier o address these cnovomis. <x_ L L reduce/relocate fig restaurant . 1 1'c its r t_', - 1. manholes. L.i_~ _ i f ; _1 C UTILITIES: x<:;a . :r~ sewer _T and _r 'ti~I1tor main . of sufficient 1 ~3 ~Y' 6 _2 3 ,4 ti is v:~.~ i+ _ Acd i g 1 ? I `__7.1T 1 L :J i a 1, Row to t a i o ide adequate service to t h i s proposed . A'eL o, ..',cal: As 4 _ 4_t 1 w mentioned, _t it 1. anticipated that t_ i' L the ' t rum water main z - , : 1t to o iLl; v S a v to be _ , 0 1 1 0 . _.u tCJ the proposed change in 1"ea s The internal placement CC er1ete fire hydrants for ,rr, in7Z f. l,.? t' I l' .r _ °~1 y L c°y, -the , -C.._ rd Lt application process. . T.H. 1.5 a --1 _x kh a..e'v{'= Road, both of which are currently 'U' _ ._r7 its ultimate i..0 g'1 standards and 4 a1 aS_' l nj !in, the a1 2,c , r--. 11, I `i C d from this development. However. with this and other 1141.2' _ i _ c i _ . . , . .i..11 i t ; in t._., _ r 1 1 i ' ' a i l L 1 park, it is anticipated t _ ! ' i _ 1 r , n_,_ 7sed i I t _ ,C emit"'_ s C t I E ultimately require t 11- i_ C3 v_ '3 ti- 'J C of .1 traffic control C I? on '111, 1 at B ac 111aCr Road. The into 1..._t. ',-tr 1ng lo";. configuration a'l_, circulation appears to conform to Cl Ordinances and s" t . _ Ht1C var. the northerly p 1 moss_. access on l;C°!C i1c3G Road does not fi:i° t r5 0- _ the ~.1>a. i~ d .r..'~.. _<a,5' to ~ C v C". L~_lat a st:r , i,Jol.~t_ o1~' L -~i,, lit y on t t oIh o side. Therefore, c revised parting jot layout will have I_ be suC? iii - . . C, t E : ` t_1 and S. v1 ,v , U to ; ensure ~ ~r t' c. c ! .F , y 'D `1 C('ll l;";. 40111,- 1. yo , The parking stalls located on the north i_ of _h northerly most entrance are located in A an i area that will be C ' V e r y ,_i c, et 1 r i i:1 L to foul 1 . 1_ s a The parking - a l ! ratio requirements SI_J,_. ! i$ he et: i vc_.c see j those stalls can .k be L ls t;ci nctt a„ if not. -h should be relocated T provide an adequate ti. p, 1=,. at" from the : l i f ? .l o 1 1Ci The )._%l_ 1 i1 entrance closest to T.H. .1 p:._iti _ -,i, s adequate 017 and :-z .-r WiLL not create a unpacAy problem. Pa e EAt;EM RT / RIGHTS'-OF-WAY/ P RMITS: Any .edI nc excavation v;' r', w. performed within T.H. ..J i'i -_I.1. require .f.ie f1 t)0 1. per-'lit f-roi"I Mn OT r .nT r ~ po., x _ hs L e from the PCA should be F _ e., f . v 1.: in regards to the acceptability of the existing fill material in relationship to the proposed development and e _ t _,_ng ground water system. There does not appear to be any other utility, or street located outside 'tC _ of this development- permanent o `C. r.>f construction easements. requiring additional ASSESSMENTS: The proposed for development under the Ultra !V Ott - o f application bas been previously assessed for xtY a.aC_'1 Sari . t S sewer, water and storm sewer 21101 k. ` _ 7 at' the proper t : T - I S . io'.v ~evi?'A ~ r~ _la- ~ improvements instal n~vL f Z e TJ r. ;C:.~_ s,. _~~iS~~~.a!=; Road . -"t- inadvertently C3 iPtmit_ c C"c 1506 o 11" _ t l v The assessments '°1 t l - t a 's _ col based 'fin objections submitted Erom the property owner at t.`"1'' hearing 1i on September '.iq 1986. .3Lc 3. ilen v, _..n development CII this property should accept here outstanding special assessments, This property has n:ot been previously assessed for its j c t nra l. benefit Ham the trunk sanitary _,ewerr, 1water 1 ~1' ti .z0d it `l1 ?a 1 C.' facilities adjacent to this development. This responsibility should be of plat on the rates _ -i, affect at the ~ condition t - approval based J.: that hat~ approval. are all identified o,o,.~ follows: These time Item Quantity Rate Aga ou.nt Project g Blackhawk U, Streets 150'(1) c. 3 t6//f; $13,914.00 1_(.00, Lateral Benefit from Tr 2n} Water Main 719.36' 20 l5 / 1 14,783.00 15 r Lateral Benefit from. Trunk Sanitary Sewer 244.87' .-:>mthO/af : 3,,e?OH00 4 Lateral Benefit from 740' J.- 'f 2`79 & .a2` Trunk Si_C~31'_i=. Sewer 0.). /=f (,~`)it ~w r i~ 42S ' B _ a a o , h - w lc 0(1 W Streets 2 2 ' g 59.271/ f f 13, r 1 3 3 1 0 B L ac7 !t G1t Rix.. Storm (2) Serge 225' t3 W 94/ ` 2,236.83 428 `Unassesse frontage for Sl_ne4 i, wi,. Road. Project 1108, nll.vi.t : i_ be a.djrl:is -.:_1 or interest i.i.C'-, rreui since Sept code;. 16, KinaL assessment hearing). s~ r~._ ~ -1x; will be in accordance f, ~ Ti-~- Lr final ~ ~ ~ r~U 'I'- ~ and rates ~;'___L with plat 0_o ...;1, , 1__< p_ l .i f:''_ year. ' ONDIITTO S ; ULTRA >_G A1. 3t ' ION _s, All standard l't..-ring conditions shall be c. CihC'< <_'d to. o, The detailed landscape plan will be required w7 X31 the Mu_` p? cta and the fKancial quarentee € ' after the date of installation. 3 E it j<bi g iot A1 _t' i'q plan shall be submitted with the s Lral plat. No direct - - - - :.v, p1. .....~Ca source ~ia1 f_i visible from : -i.~~~`a 13- 4, i All S1 n ordinances shall be aCLif'T-c-.C_,. to, l plat silia be subject _ to .:t Par W Dedication Poq:1 ' d l1 i t_ i z i'_ ; parties will he allowed. 7- -i2 northerly m o s t ' r't3 lti ; "C -r_ x ' exiting main entrance r o t lii „s Corporation on thn t side. A a ,7 7 I~ t a ' X i i I g arid d ! " - ; . n.t:,e p l a n _sus_ Lie _ !t. ..1ca provide the installation of softbal-I fieLds compatible to City I. u' c:. recreational r C. d: S :'1 i other a l. t A E' E. °'1 C concerns. t i1e ,A. , ' , , 7 . . ~ , G t L 11e i s t i a q t U r_rz u" F;r rt s c'-w'1~. r .I~~ water ,t"; "Ain ; i,, ~Jtutc,_ zl be the fu l _ responsibility of t,..., dev L. :?Il1c. nt , 10- This d e v el o p m e n t. ± : R . F. = provide a. 1f s l_" r i p, . storm I i sewer extension to ~ mac,t i ti~_ S Road for future extension the •i: to ~ , ea_ _ handle _ L CI 3aC C !I- The northerly most portion the parking shouLd rMuced .1 or ~.~c_uYe , to impact of _C=u U3l=? x.,:0111 the- ~ softball complex. _A, T i regulatory agency permits and./or comments 513 111 be obtained prior .:.a- This development shall accept full financial r.. o_,..l..1_,,1i7 , t i_ ,3CiC_ I- i. IE -n' ti.:L t 1,u c l i 7ti... associatcol with the development of this proporty. 14- This development shall pr v_I'l;a c1 aqLI drainage 3ti eltenLs i. o'_ ,`1y l proposed 1 i f'p' system or C 3 ' iiv 3C;_ pcatem. providing `sorvice to other private/puhlic properties. rr; x.D 55 II A ~ i 2 x, r ~ 4 rye { = x 0) if i fl i' it i i tin ni i~ ! 1 c i i Tar l 17 l f la i) \ LL~ W.;ACXHAWK MAD MTRA IV L E A~ tl" P 9 445~-C+a y. I N k s ~.1 da ~,~to 1~a^t8+ a',d Pa~ a'd ts•~' u'd' 7s-o w I tl a' ~ id-/ is-J a+d~ u.d tsb' yy~.p~ tUa^G IG rs+J 1 ' 4 t5'-d ~ a'C t f rid sc..o` Heise =-.=rXz=n V Y IIL TRA IV FLOOR PLAN r as-sa-Data A , ewr «n m.aru (rol Pl- b b+I 1 _{Y r 'IIII' n ~ i i iM\ f [ R'f Ll (1 ey- M1 . I ULTRA SECTMN w.. .5 N }a * i:. r~ W Oki I 171-1 111i~lllllllill 1 ~ ~ ~ ~ , Heise ! > Vanney ULTRA v ELEVATI 8 M & Associates d.o. ~A warQ.. a.~.wme. W..m.aw rx mini wsromt J! J T 1 f i i E p '''ar't Z V"C4 •'~n, z ` ~rlX' X11 z ! i s "ar ~ Y t r 1 a >jK + y kb f Bock 11 I E 30APE AROH'TEGT: ULTRA- 1AN4 U t t LT N . .51TE FI.f.N s.«.w. +aLAVc VLAW.I-* • bt*trr« uwy L.~w:_~ sr® awrt,~-crao ~A~f°, M~ahE®:frn ea!8§ •r!/ti!-p4y.1 4+•~• - w,SrMtni L:.t't l`1I:,,J411i1 7f a . ~.-g M { . 7e 1 "ItO4 b-°} 4,1 ..,~_Y, -'Y 'r r .n--. .+_yr. _.1~. .i+AA?.,. e.4L_«` q'S f' L..~~s_":'3+.w~ W r 1'. 7 J'p Wit { a ( ? c o Rc - eel a~c~,C1 }l e - n 4 T E i=i j ;ibex -*`--°---__~....,.w.__ C SWAWNEC FROAo (64' RO%4 44 0.0) # I= 2 . t'. t ~ y r ,'"'°^a.....°.,,,,, . { •!°rt os "V, L1JI r~" q n 1> 4 'L A rx, A\NX~ 1 ? \ \ \V ! j liP+ rt t / j/t rr / } \ 1 m~ e~(~i t / rE ,r 1 t C Ott t ~v t v• 4 \ \ 1 \ t t _ d 5p rR-.R:r. ROAO ( RdW 44 B-0) - - - - - - - - - - - - - - - " `o O lilil ~'L yJ`e1 ~ c~ 3 1•• fJ 1 .n. ? ~.u - g v f% f Nmwawn tfa 7 111V1ii 3H v tr i. L a N f 7 N NA J 1 i /PP4 R K Eagan V -Interceptor if FOX RIDGE C- B n.. Wasle Metropolitan- Control Cornrniss'io'n Seneca Plant 54\ 17 r , v a j 7 11 ADDITION \,k w- B\ r.. I LL a l.. 1 ME RO CENT OLACKHAvb`K . PARK SUBJECT PARCEL ULTRA IV FIG. +2 city of eagan SANITARY SEWER approved: standard PUBLIC plate # WORKS MASTER PLAN M DEPARTMEN Nv f 1` r/ a /Q 69' fT .4 r ~ J.c ~v x y U -'R. f CEa.: IN DUST, ,Tf zk A b, -8 ~ \ kk A-k h AP3 830 E P=39 69613 < .j-.,~ 841.4 703 iq L .P 41 ADD "A P- 3 7 - A 7"17, 3 1 1 -~ti" /ice 9 A GCG 'R A P_ 2 Gam/ / ' I 6 AP- 6 795.5 $04.2 q1 r` ¢ it r , F A-o 7j Fl - el, V -..1 / w Are-35 2 3 sC f" o l li.t w F J `-r C-t .4Z[i 1. r- 1 fJ 88?.6 SUBJECT PARCEL ULTRA IV- F If, s 'a 7n I ® d { i Of eagan approved: pi P Li AaY~ . r. C WORKS DEPARTMEN AST PLAN S1 xv,-T N U fIA RK pr Lr X FOX 44 RIDGE n ~i, /mow 16/I 6.9 mr(~ - 10 60.7/ an 78 1 61.0 95 80 106.E TREAJMEW 68.8/a4.0 Pt NT 1001, P vl SITE r j `~O ® ` (32M.G01 F a i_1 C 1 tirF,S 7,0.3/ 91 $.1/ 92.0 (~i it 7 71.4/8 .0 , ~ 9Q EL, 95 ~A~-: r 92 69.5/8 10 ~1!{pl1 A.L r Gu i " R> J Go/ 4' 60i 11 ap e 93604/78.0 61 1 1 r , ` 9 ~vtEl! 69.Q/70.0 51, D37 D : ; 1,~ 84.7 e w . ~ 0/65.0 Ti KENOF ~~.q C i^ r 56.07 rC. cPti AD' (pr 95 94 J~ r9 l CK 8"'.. 73.3! 74.0 9 5 6 1 59.51 /I~, vK HILLS 71 7. 0 7537:7 6.A = %QO a tTf 64.3/84.0 fYn. 135 i 12'" i.7~1 r-!~,r- 9a ! Sll t 57 t60 , 5 r 56.2/77.0 8 ao B EY.®_ _ BLACKH4 K ' I~ I y~y rt` / }r I i' LT PARK ys' r t rt 129 6 l ~ t-- r QQUHAVFN PARK ~r~F~ 136 .4z61.0 8~ 1~ ~ ~ 1 1 51.7/67.0 6w r{ i' 23 IT ~m g A. ULTRA IV PARCEL F I G3. *3 approved, standard city of eagan PUBLIC plate WORKS MASTER PLAN EDEPARTMENTI r A4, - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLACKHAWK RD. I _ c 1.w Iw i I 1/ fir'/ f ' f 1 -_"'_fi \ N ~N\\ l\ ~~t 1 j _1- III 1 R `^e `h:?@c?} ° -°°f rte? \ ^g~- \ \'~.../„Q ,rr "~._~r'~" ;90 13 (a•fl ' oa oe) OVOW 33NMVFIC SANITARY LATERAL BENEFIT 244. 87' AT'"' LATERAL E F T 719.3336 ' Ito LATERAL B ! 740.Q' _,-TS 150.0' CITY or EAGAN PLANNED DEVELOPMENT AMENDMENT, "N TND 5 , SUBJECT: COMPREHENSIVE GUIDE PLAN AMEND D AIND PRELIMINARY PLAT (LEXINGTON PU 2 2 2ND APPLICANT: TRI-LAND PROPERTIES LOCATION: NE4 SECTION 26 EXISTING ZONING: CSC WITHIN LEXINGTON SOUTH PD DATE OF PUBLIC HEARING: 30 APRIL 1987 DATE OF REPORT: 21 APRIL 1987 REPORTED BY: PLANNING & ENGINNERING APPLICATIONS: Seperate applications have been submitted by ';_izrd Properties requesting an Amendment to the Lexington ;ot~!, F.D., a Rezoning of 57.6 acres from CSC (Community Shop, 11g within the Lexington South P.D. to a P.D. R-1 (Siagie, x"~3ri1i_ r) District, a Comprehensive Guide Plan Amendment and a rYr}_ Plat consisting of 169 lots located south of Diffley Road west of the Northview Meadows area. COMMENTS: The site is surrounded by unplatted R-3 land, NorLt-,ttcw Meadow Additions and the Lexington Pointe 1ST Addition to the north and east. The Highline Trail/Parkland and CSC (Ceini urkity Shopping Center) designated property is to the south -vest respectively. The north/south NSP Powerline acts as the ..,,;tern property line. This 57.6 acre/169 lot proposal has a gross density of 2.93 units/ acre and net density of 3.66 units/acre. The lots range in size from 10,500 sq. ft. to 19,250 sq. ft. - averaging 11,870 sq. ft.. The minimum lot width is 73' at the setback line. Since the Lexington South P.D. allows sideyard setbacks of 15' betvv n buildings no additional sideyard variances should br .illo7v,-u(+. The corner lots are larger than most and will easily ci ccom(jdlate the 30' setback required along both streets. GRADING/ DINAGE: The land within the proposed developmers.t :"I' rolling open topography with very little or no mature ve9et it .c,n. The site has elevation differentials of approximately 30'+/-. The greatest elevation differentials occur in the southeast corner of the proposed development. Due to the inadequate preliminary design of the proi^c facilities, only a conceptual analysis of the S V' coy be performed at this time. The development propose y, i? - rage for Blocks 4-6. The development proposes to drain. its easterly portion into the proposed ponding area in the center of Lexington Pointe lst Addition. The outlet for this ponding area is proposed as a condition of final plat approval of Lexington Pointe lst Addition. The development is proposing a ponding area westerly of Lots 1-8, Block 3, as a part of this development. Y.e po it proposed to handle the runoff generated by the of the development. The outlet for this ponding ponding area in the center of Lexington Point is 'tion. No erosion/sediment control plan was submitted with this application. UTILITIES: Sanitary sewer of sufficient size, capacity and depth is° readily available through the existing 10" subtrunk located ih Daniel Drive. Internal lateral collection systems will provide individual service to the proposed lots. Water service to this proposed development is readily available through the existing 12" water main located within Daniel Drive. Internal lateral facilities can be extended to provide service to the individual lots. To provide maximum flexibility for the future commercial land use, this 12" trunk water main will have to be extended westerly within Lexington Pointe Parkway to the existing CSC zoned property. Subsequently, this is not considered a trunk water main but the lateral necessary to service the future commercial uses and shall be the full responsibility of this development. It is felt that a firm commitment for the future use of the westerly adjacent property through a rezoning is necessary to properly design the utility services to their most economical and efficient use. STREETS/ACCESS/CIRCULATION: Access to this proposed development is readily available through the recent completion of Daniel Drive and the proposed Lexington Pointe lst Addition. However, when Daniel Drive was installed as a condition of the Northview Meadows 2nd Addition, it was understood that any future development would require its northerly extension and connection to Diffley Road. The location of this Daniel Drive intersection with Diffley Road must be in a location approved by the Dakota County Highway Department to ensure proper spacing between major intersections, taking into consideration the commercial property to the west, the elementary and future high school sites to the north, and the future Braddock Trail extension to the Stafford Place Addition in the northeast. The County will allow one major access onto Diffley Road between Lexington Avenue and Braddock Trail. The development appears to be extending Daniel Drive westerly to a point just south of the westerly entrance to Northview Elementary School, then north to Diffley Road. This location is acceptable to Dakota County for a major access point. A secondary access to Diffley Road will be allowed at the approximate westerly boundary of the proposed development. The intersection of Daniel Drive and the north-south connection to Diffley Road shall be a "T" configuration. EME S RIGRTS-OF--WAS /P"FIRM ITS: This devc 2.; n T JJt shay. a full 80' right-of-way dE_ciication is provided for Dan el ti)Hv,. o its County approved int'r, actions with Difflcy toad. Lexington Pointe Parkway is to be designed with an 80' right-of-way dedication. All other internal streets within this proposed residential development shall have a minimum 60' right-of-way. All ponding easements for this develop shat" '-c. incorporate the maximum storage volu capacitie handle the highest intensity use of t.. surrounding property in accordance with the overall Master Plan. In addition to the County Highway access permits, this deve? Irv shall acquire all regulatory agency permits necessary foi. the utility extensions. ASSESSMENTS: The underlying property it "ter cr' tom: ~ L", this subdivision has been previously assessed for tr.",_ink areii -.~~Ltary sewer and trunk water main at the single-family rates. There are several pending assessments for streets and utilities associated with Daniel Drive under Project #475. However, Daniel Drive was installed under that pro jec', anticipation of this property being developed on :i co] Subsequently, the pending assessments are gre«'- >r 1 r -pis would be required with the residential develc -)la_'i-1_t ii proposal. However, it is recommended that this assume those additional assessments beyond the resiuen'iala~ as a condition of the proposed downzoning. This property has not yet paid its trunk area storm s<<<=mar . assessments and as a condition of final plat approval should ac--: them as follows: Item Qua €s. _ ;ty to A z r. un Trunk Area Storm Sewer 2,012,-372/sf $.053/sf $106166-1 All final assessment rates shall be those in effect at the time of final plat approval, based on final plat area calculations. CONDITIONS: LEXINGTON POINTE 2ND ADDITION 1. All standard platting conditions shall be adhered to. 2. No side-yard variances with buildings less than 15' apart shall be allowed. 3. This plat shall be subject to a Parks Dedication Fee. 4. Downstream trunk storm sewer facilities shall be ordered for installation by Council action prior to final plat approval. 5. An erosion and sediment control plan shall be submitted and approved prior to issuance of a grading permit or final plat approval. 6. In addition to all common lot line drainage and utility easements, appropriate utility and ponding easements must be dedicated based on final design alignment and elevations. 7. This development shall be responsible for constructing a 12" trunk water main within Lexington Pointe Parkway to provide service to the adjacent commercial property. 8. This development shall be responsible for providing a sanitary sewer stub to the adjacent commercial property. 9. Major and minor access locations onto Diffley Road shall be in accordance with Dakota County Highway Department recommendations. 10. Daniel Drive and Lexington Pointe Parkway shall be dedicated with an 80' wide rights-of-way. All remaining interior residential streets shall be a minimum 60' wide right-of-way. 11. This development shall be responsible for the acquisition of all regulatory agency and County permits in the time frame required by the affected agency. 12. This development shall assume its assessment responsibilities associated with trunk area storm sewer. 13. An 8' wide bituminous trailway shall be constructed along the west side of Daniel Drive as the responsibility of this development. 14. This development shall be responsible for a parks dedication fee. 15. The westerly extension of Daniel Drive and its intersection with the north-south major and minor connection to Diffley Road shall have a "T" configuration. 16. A detail storm sewer system shall be submitted and approved by staff prior to issuance of a grading permit or final pla approval. fI t i r~ a AK PAR~q ERH lo, D-11 D-11 D•I11 M~l - cPD Dk1 4Ff "4 L ~ t ~ , ~~t D I - D~ P i ADD ¦ --'w--'OE LEXIHGTC~,--POL SECU1D GENERAL DESCRIPTION " LEXINGTON POINTE 2nd ADD. - - - l4 t e ".,'ER SHEET DEVELOPER/ OWNER, LEXINGTON POINTE TRI-LAND PARTNERSHIP OF P~."fA3 A Rs E SECOND ADDITION AGAN sE R-3 R-4 ;u._-a, ^t~r ~a sunr€ rat SCr : ACCESS. Lill A st 3c / i { R-3 ;i~ `r! a.ws• i . _ J t NC'f7T}f/EW trf.ADO'kN EN'S AtX7f7CXi -CSC U EXlSTIt3 " ZONI 4-7 % m _,nA +t~r +,;7~-~+ ~~~~-,-/``^^•_i"-,, Jr"~, z.... .,cam INO E~ ST 47 G "Ell KF VC3TC N TPAi_ y ` w-" { 1 1 f ~ X, PARK % i v Y y PAf}( i t 1 RL ~~I ..N ARY PLAT I E 'NC°r3N POI NFI `,:TDITIQN F SQUA zi 855:s °~R «O JP-21 J00 Z. 815.3 JP-23 840.0 852.2 7J ?',a,, ' 8574 36 N` NC TH' W a$/ er tN 1843 1\ 27" RK v! ? fI_.e.__ _ ft J89911.9,9' 86 0 8207 624.0 1 88 .4 \ 840.0 -N <7 _ - - \p 926 Q9 al \ L.S.-18 a 945.0 Zr!' R=I 12 T P-26 V ~ 24 Q ~ o DIFFLEY ROAD ~04~ • : _ H 0 p `®a j I J-z 30' AUDITOR'S sU + No. 80.0 KENSIN :N H . • If3 _ al j V PLACE " ~ { t- 00tE 0 JP-52 10 aDD.~ JP-68 862.0 O~\wa [ kDt k p~3 878.0 f 1.1 •°w 1 J-bb C ~4 r~ ~E2 JP-50';_ a tt, NI L 884 L C__ 899 ti VUT L P-4 Ei t,t Ss L) PARK 9 3' PARK 91.3 St'ANZ LAKE 893.6 xwnDD 88..5'ARK" S.-24 ZuY L - 69 GH7~' 93~ ~s ~rG oAK 7$ 2a,~ ~A~t c~z .s' a i t2° r l f J~ _L P 46 ELt NONO f) L ~2 { % tk 1 898. m LP 4' s a 8792, ~.m r. 96 0' LP-37 GC17 ~`940~ _ e2• i2 , 9006, 878.3 15' F1cE, SO.OAKS ( LP-33 RARK- a8a.6 1?~ lT~ 1 s10Q , 12' 1 ©81 87 f3 5 S U 34 888,3- LP 3 p OVERMIC~ UP P, 879 889G -47 30 . 15.0 17 LP~''~6i - 908 5 ~ ~ 862 p , ,-S8 R~' 17.4 -r ` 910. 908.3 71 26 2a - 8s4, -I 5 L 190' 916.0 LP-6 9 2 US LP-45 I - op!;~; 878.3 LP-28 LP-38 910.7 P-68 i" 915.0 ti 865.0 878.5 41 JA KO TA >'a 924 P-2 0 i COUNTY LP-21 92 N---?7 312PARK 900 8860 LP-27 f 9 2 2.0 925.4 t v^ - j LEXINGTON POINTE ADD. FIG. *1 ! approved: standard PUBLIC STORM SEWER plate # WORKS MASTER PLAN DEPARTMEN11 l ` " "i , •c 1 t 1 r Q -J Z a An" 0710 , d Z- q 1 c 1 «c a ~ I JQ: A: a •V4 .1- ~ P; ~ ~ ~ cf ,~E of a t5. v ~ I~ fit'-- b yt i fy, }A t 4.,y `h~ `~'1 e to ~~~k I t I r? 4?!t= ~t r+~e 14~-/t I i a a~-' cj it 1 11 W ~ a! "CCC 3 7 tt C~CC', y Pan ~,U !)1~1'~ r' 1 ^ 1.41 r T f*~ ~ ~ IOWr~: It I OLD t Z f I II lr f 'i dint! fly ' I Iry y`~ I I 9 ! ~.~xwctaN 45 TARY SCHOOL ACCESS ~ UNPLAT7ED EXISTIsa--C S-C_ ZONING, TF" N I KENSMITON a r. l ij I ST ITI C~' y ti p, se TdiAt. ~ ~ ~\f f\"i: j-~ "•j._:J `4`t_~ _-\k r° ~Y''~~ K~ :4~~..\~^-^~i''` ! \ j i ' ` t ' -rr C~ At ~l 1=1 j 21 PAII w.-._.......»_....._..... _ _ PRELIMINARY PLAT LEXINGTON ° POINTE « 2ND ADDITION UTILITY PLAN Tr21 LA ND INC 5 m.°w. ..n.-...... ....•......o ew .m. ,i. w« e.. ° PLANNERS EHG,1111 s«o a..s..w .u ~,.J _ SUA VEYORS d~ w uasaw s era+ N. • C. 2 f 9 t ~ Ovn PT. m14°L >E! 4 SE 23,T^ R23 CGUNYY 3T4PC P NCGNWX9 - '+G 34 'a:^.-Y" .l r" 1 ~t-..,Y!! (M1•,'",q. \ _ ~ ~Yj`~} I ~ ;r ~ -3R - ~ ~tt ) ~"r -,_.~9'---~' ~ 'mod ~ ING" LEXINGTON POINTF' it ADD r:...r.4 x t S•:•: .wit"'` x.: " .a \:L; s NRI x f k r t .ic p ZtZ aL~` ~ ~ .~.4 y~cr~'+•%+f. . -.._.~',1. +•.°.i- -~-r...r .'-t-x:"'t t «rs~ *~'t r A 7 ~ i LEXINGTON POINTS 2nd ADD. SCHWANZ . ~ !r:-.~ • -r. ~ . ..r~; z.. 012°OS ;..y~. u~ '1.4,=rv " • ..r... tf ~.~v F i r a •°fyi.:. ~:~^4•:',tt....'p.®~ 1 } ~ l T f#, 4' ~-,Y J~ LAK dl -,A °I STORM TRUNK AREA 46.2 Ac. 3-1 1 3a ions - 1- tear o )rofit (Civic, f d 5, P of ty' u> of Di 101, 1 1 1 11 t 1 e ion Prof,. 2. Lin. Jo- l.' , f C y 6 r f aci" time ° 2. _aril, 1987, _c o s I 'ily by Cii e Fir )f td Reere f :n for al events c cacsrrt l1 t rid Blue k .so incl 11de 1 I tis fr L t upvhol ,A r t lease, daily. AdditionPI 1 2. G ~G adu,,= ocd for grQuF.a '.t. a "leas u ;a h -~h 1. would be identified as a lde ' e 'Room of a a~ 4.he the January 20, 19P4 CATIONS BETWEEN CITY & COMMUNITY - USE OF COMMUNITY ROOM - OLD CITY HALL 1. Community Use of the Community Room 1.1 The Parks & Recreation Department is authorized to approve and schedule the use of the Community Room by non-City groups in ac- cordance with approved regulations. 2. Regulations are intended to permit and encourage the use of the Community Room by the general public without decreasing the use as needed for City programs. Pending review after one year, use by the general public will be limited to Special Event reserva- tions rather than regularly scheduled meetings. 2.1 Activities sponsored by City departments shall have first pricsity. Approved non-City groups shall have second priority and will .re- ceive permit according to the order of receipt of applications. 2.2 Applications for use of the Community Room should be submitted to the Department of Parks and Recreation not more than five (5) months nor later than two (2) weeks prior to the anticipated use. 2.2.1 Time of occupancy shall begin and terminate as stated on the user's permit. 2.2.2 Organizations receiving permission to use the Community Room are responsible for the conduct of participants. 2.2.3 After the application has been approved and signed by City author- ities and a representative of the organization, it becomes a con- tract with the applicant and/or organization (s). They may not sublet or transfer their permit to any individual, group or organ- ization. 3. Cancellations: In the event that a City activity must pre-empt a scheduled activity of a non-City group, notice of such action must be received by the Parks & Recreation office seven (7) days prior to the date in question in order that the non-City group can be given reasonable notification. 3.1 A charge will be made according to the Fee Schedule For a_T-j_y sched- uled activity by a non-City group unless seven (7) days cvanc no- tice of cancellation is received by the Parks and Recreation office. 3.2 The City Council retains the right to cancel or pre-empt any activ- ity at its discretion. 4. Limitations of use 4.1 In its concern for the public interest, the City "c<<.incil_ reserves the right to deny the use of the, City Community oo to any group or individual. 4.2 No group which limits membership in or attendance at its activities on the basis of race, color or sex shall be allowed to use the City Community Room. 4.3 There shall be no smoking in the Community Room except in those areas provided for that purpose. Alcoholic beverages or liquor shall not be permitted at any time. 4.4 The applicant and/or organization agrees to assume all responsi- bility for damage or liability of any kind and further a; es.s to hold harmless the City of Eagan from any expense or costs in con- nection with the use of the Community Room under this agreement. The City Council may require the applicant and/or organization to furnish a certificate of insurance to guaranty the conditions of this agreement or any liability incurred by it. 4.5 The City of Eagan is not responsible for the loss of Frson:,l items. 5. Priorities for scheduling the Community Room 5.1 City related activities such as parks and recreation programs, fire department programs, other City department activities. 5.1.1 No fees shall be charged. 5.2 Organized youth groups holding an activity on a weekday , u-ri ,cr the hours between 8:00 A.M. 4:30 P.M.; on an evening, or or Sat- urday or Sunday when a City Staff person is not normally on duty: 5.2.1 No fees shall be charged. A building Supervisor will be on duty. 5.3 Community organizations engaged in volunteer activities or non- profit groups composed primarily of Eagan residents, organized to promote or engage in local civic, educational, charitable or recre- ational activities. 5.3.1. No fee will be charged during regular working hours. Supervisory hours will be charged at the current approved rate. A building supervisor will be on duty. 5.4 Non-profit organizations engaged in fund raising. 5.4.1 A fee of $15.00 will be charged for a 1-3 hour reservation. In addition supervisory hours will be charged at the current approved rate. A building supervisor will be on duty. 5.5 Groups or individuals engaged in private gain. 5.5.1 Permits for such individuals or groups require the approval of the City Administrator. 5.5.2 A fee of $50.00 plus b.zil<is.g supervisor costs at the current rate will be charged. I 1987 RE: t. Issu- UT e Cit_, because it prow. trail Tine `I,Im1 ® :tio 11ou rears _onal ---tic e® d olicy 0 PI 1983 facili y tr, i'_ to w ".vatic pro°° ° fief; a J ° wredit._ pi ) t1 ec g Pilot ob Paa ° At with official rc Unisys, t' j [that they we 1 'ding the trail fir of the t f For thy. C they have W, lout t 3 of t log and could ill be developed. Fc Con on Recommendation ° n should re iE. .on on Unisys' r~. I/ ,jam CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT, VARIANCE E AN ROYAL E ADDITION) APPLICANT: PARTNERSHIP ROYALI~ LOCATION: SE 1/4 OF SECTION 3.1, EXISTING ZONING. AG (AGRICULTURE) HEARING: {~x APRIL 30, DATE 1. dAe PUBLIC HEARING: =~'A.A~°4 1-b~ DATE 0 REPORT: APRIL 21, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENT APPLICATIONS: Two a. ; 1 ; , i i. . o ions h a v e been submitted requesting r e z o n i n g I i_ s[ A (a (...i c I. c a a_ t t.:. a d d. ) to (a _ . i .I. 1' ) and a preliminary plat consisting of 73 lots on 47 acres abutting Safari Pass on the east and Highway 3..? on the west. -3.Fyam'-. Valley and the } Cs- . y@._ , water _ south and and undeveloped agricultural r ._~_a+-_a abut } ~ to t ..<ryste .li_. to ~ the north, ZONING "GE) LAN'; .D USE: 'Phi site is heavily wooded, full of hills n cat i T:ot__A3_n depressions suited extremely well for upper bracket housing. The Comprehensive Guide Plan designates t+ a as site and the land . to the north 1)-.L1 (0-6 units/acre). !.'h 73 lots give Lhis plat an, overall 1.5 A T units/acre. Tne average 17,0100 25,00S.F. The smallest 15,000 WE. caI:!, the largest 95,000 S.F. that c°on ains a pond a onq 1-35E. Al! lots n et or T exceed f- lot standards. Two lots have direct access onto Safari Pass. if approved as is, stove pipe shaped Lot 8 should ~'e given distinct cutback requirements - ;'z OrKi}.. to ,.oi, infringe on the privacy of the adjacent lots. The house pad in the proposeC_-_l location works well. he 'front' setback should stay a minimum 70' # 3 o+tl,. h L'?F a. n property line or match the setback of Lot 9 if that home is built 9.. irstw S7 dP Y` sc b:,...'. I"a of 15' 1- I1 G i i:7.sr he distance between the housing but no infringe on the flexibility of that lot to be built on. A variance will be ti '`J to La _ for t..1>e. cul-de-sacs in excess of 500' cc: v is the westernmost lots and the one,. :1 € ng road to the water tower. GRAD I NG/DRAI GE: The proposed site offers extremely rugged topography. mixture of mature trees, numerous ponds and low areas, _ t d elevation dit- t e ' " r : - i i t . L als in excess of E Z 0 pa u or minus. t . proposed grading has major impact an he existing ,{:.3;w areas within l being to the site. ~ miA7~.7 C'' i-t a.._va,, are filled t c..,.),°.3da._ e house pads. .he proposed partial iaL filling o three remaining '.&w areas greatly their o.. dw € c ; storage volumes. One a. of -L:`3 23 i:) ndi, : g areas reduces a which is greatly at t. c _.;z by the 1.rot?o e{d filling is a designated Po:,d1.rla area in the `p Chernti .'f Sewer plan. D tam1ndd analysis of the proposed 9. t.?¢ _),.`t0. must ha completed prior to issuance at a grading permit. The de'vc op.'i. has failed to resolve staff's concerns regarding the ;z1.G;11_Lit,;at1t impact on the extensive vegetation with this proposed, grading plan. The proposed handle preliminary storm sewer design is inadequate to the rur oft_ generated ,'"."'_y% th is and not provt<.a adequate draining for landlocked low gees created by the proposed grading. TThe low area at the terminus of the proposed storm sewer does not have an outlet, The proposed street d4:.' standards grades } are e'v'L thin i': ! s i.J y..this c ]r;sid: _i ng t_" e, ta...e, C E lF aL...on di: r centi t LI(.-'ugho€l.. S~.h.,.s site. The developer has failed to address staff's concerns regarding the proposed elimination or the access road _3.« t` e r_sevo1 site. This may affect the feasibility of this cul-de-sac. The preliminary plat fails to define ,...he intent of the _proposed street stub and cul- de-sac street running along its northerly boundary, An inadequate erosion and sediment control an was submitted with the preliminary plat. The erosion and sediment control plan should be revised and submitted to the Dakota County S:°aCD staff for their approval before a grading permit is issued or final plat approval is granted, UTILITIES: Water main of sufficient size presently exists along the ' entrance the ~ Safari Pass and . t _;~t _~"aP"ti`~' to >«w'<xk..~'.i` tower site. The development proposes various water main loops to ensure adetyuat , pressure throughout the development. The deish- 'id water ii-,Iains On the two e-,terl y cul-de-sacs should be interconnected. The proposed water main connection along Lots i? " 8 and 11 12, Blocs 2 is not recommended. Water .aUt.vfte to Lots 8 and 9, Block 2 can be obtained from the existing water main along Safari Pass. The development is proposing to stub water ttait1 to the adjacent northerly property for future service and would ultimately connect to the existing water main in Safari. :E`r'ai.l Trunk sanitary sewer installation .4_s required prior to construction of the necessary lateral sanitary 4. ew to C;er , c k;.hie proposed deve 1_opmerxta Sanitary sewer of sufficient size and depth exists along Safari Pass to serve Lots 8 - 14 inclusive, i..oek 2. T b.`.. ra r no o e h n ,:a r i 3 t a r . r > ?i C. t1: e` c o1 ri 'F a,i i. C: _ _ c. 1 ~1 y O 'r~ a I. C t_; , 1 n `"R portion of the development ~ wr will. not. be a'l lo3Pd. A southeasterly sanitary sewer lateral can be constructed along i.. water tow('_:_ 9 4 i ' access rC,'~ t~ d to serve Lot's 1_0 is s_'3 C,~ l1.1,- r eg C`~~.;~ 2 , r v as a. In' t_3x3 tiPz,:: sewer in Safari Pass. Lots 8 and D, ock 2} lic) 1 '1 _ u be served from " existing cant c r sewer in Safari Pass. i t= a' F'~ "xsu;`w~~,.,~..s~ssxs C E 1 C i.3.~?aa.~~ ,~°+~..~_.aa....,.ULATI.ON~ to this is de d a Mari Pass on the east and through 5. a N Briar Ov. , s o t A}- pi__ iV c:x .x. x e ,_,aId Addition on the ,=<;+~ths The development is in ,.a.) :1",uo' 4+1., t , 1 CL _ policy of maintaining interconnection P roadways between e~r cN "l ~ L ra roadway i_„1 _ Z'> _ ,u~~f~r?a communities. The ~ ,~1='i -is CJ<~s.ri ~ !.aa2T i o this site w i l l have minimum 60' right-of-way. right-of-way c"A-de-sac streets are acceptable. : ..<Ld - " design cul-de-sac i not , acceptable. An aC.... d..z a C <c_d-±..grS cul-de-sac with center islands is avaiDible fro.-ii staff. The prop .3(0 ;U 1 ..1t sac sh all have a minimum radius us of 6M v The minimum roadway width on the proposed cul-de-sac streets shall • be 28 s 7 c.. _ M s " s ' rb to Han of Ta e proposed e,.. an., , , th_r~ roadway minimum width aaal. b 321 f L. t"n y t ~A`~.~.R_a.t~- p^ qtSAg' .S. ~~g a.~mm ~k.... F. ,s2a.1ue ~sgS~_ ~>~1°aa This ~ development p~n,S~`ei`~~e,c~.f.. x'F ~"a~IL.3 c.lal1. ensure x_„r. t~... , ~ s.1..h a 3a. _:_1 easements and utility easements are all `z dedicated 3 . on s s,se.a.! the final plat. The pon.7ing easements for this development shall be dedicated to incorporate the maximum storaqe volume capacities necessary to handle the runoR (generated by the proposed development, The 50' half right-of-way that presently e'-xists f(:""r ~-"-"af'ari -,,?ass exceeds the minimum 3E0' half right-of-way required by the City for as residential street. The City ` 7 w i l l vacate the ,r e s i_ ,i 20' of the existing 5 4a half right-of-way adjacent to the proposed development upon submission of the appropriate petition by the developer. 3..,}Y all permits This development shall be responsible l the necessary ry I: l e aE c qu1.ro(1 by Moot to construct utility improvements within 11 right-of-way s::~ -a`9 ' l_t1 ~JUthe2. regulatory agencies a necessary (r t o and _.,.1.. prior final p1_ approval. 5: spa.'_. d site a1ca been assessed sanitary sewer fC%1 I~S~s~:~dSS ~w,A~ax'~~L'~ proposed has d ~~f.?~) trunk and water area under Project #254 at i_h single-family rate. (1 0e 3,,. meat will be. responsible or assessments as a condition of final plat approval. o es r intiC4k Rate P21 iint$t. ? Amount ` F ' f ;_rt.ls. ; storm sewer $0.053/SF 2025540/SP $107,350.00 316 Lateral benefit 31 7, H 0/r `3 7,598.00 366 waLer main (B) b en_ . r, c $'~;R,i 7 J.~ t 3 6'r $ 13,925.00 254 Lateral water main (A) Street Safari Pass T35„44/I1 1011/f t S 35g8.30w00 254 zota.h„ $164,70204 (A) Safari Pas(13) Water tower road Al _1 L'3_n a as ~~es ..me it% oi1 at on s re'l 11 be c,~1 cila at.:d bas :Ut.a on z.;, final quantities ca_ .ti d in the final plat and in accordance wit-in, the rates t.. in n effect _t s.. the time of final plat approval, CONDITIONS: E GZ,.N (I r:. E ADDITION' - in revised grading plan }`ac. ..1. be submiMt-,ed to Staff for their approval prior f i n a l plat approval. e o 1 _c_ e € c- two ar _...t shall be cP .sr_ed: t', minimizing filling existing low areas, and, (2) revised street grades o : the cul-de-sac street providing access to the water tower Ate, Downstream storm sewer ';n+:..1 _ i i_i eS shall b ordered b Council action, prior to final plat opproval. intercept the 3- Storm sewer facilities shall be designed to adequately runoff generated by We proposed development. shall, be a t.;_C_a 4- The appropriate _ :to,: 'ng area easement :_len' Ia, :cit. ' n on e the final plat. 5- The development shall _1abi`, an :i i / ear control plan, acceptable to staff. 6 . Slope easements from the affected residents of Briar Oaks of Apple Valley ist Addition shall be the responsibility of this development. `P The e ':3 m!'t_'iei. :k s7c:;zlb responsible for Y,..k` s3t se'~vE'I. f development ~3i.,_0 .t~s:; storm m sewer the existing drain .h water tower site 8- The dead-end water mains in the two westerly CU!--de-sacs shall be interconnected e 9- The proposed water main connection in the southeasterly corner ot the development whLcln follows the 1 mmon lot line shall be eliminated. .;pater service or Lots 3 and 9, Block 2 can be obtained fr'oms, existing water main in Safari Pasrm 10° The development shall be resjionsF:i?e for providing a water main stub ~ to the adjacent northerly property. 1P Trunk sanitary sewer Ln;>f_i_Lat ?I"1 shall be ordered K? C:}o Council 'action prior to final plat approval. 1` 12. The proposed sanitary sewer alone the common lot: lines in the southeasterly, ~.i:EC feF _ of the proposed _ d a_.ve `.l .~p:enC1t: c sal_I. not t be ~ allowed. 9€ Block 2 C. t o be pro-,.l provided _t3 e Sanitary sewer rE'r'. .r.C:t for Lots c and from rom :h existing sanitary sewer along Safari Pass 14. Lots 10 14 inclusive, B.OCR. M. ,.h_<__.l_ be served by a sanitary sC`we' l+it.~Z..::f _ which connects c„t;~ to } the existing sanitary _ `Ffivver in Safari . ` Pass. PAGE 15, The proposed entrance/through roadway .L i..: the _L t e shall be dedicated with 601 _ C iii. t d,Xr The street width within the 6ae right-of-way shall be minimum 32' I ci(,: t .i'xrb to face-of-curb. 1, The proposed c-,.,_l.--de----.ac stceet shall be dedicated with a 50' wi&,i minimum - right-of-way, €„?k, radius on the ua''l.u _ the cul-de-sac, and a minimum street width of 28' f ,.E . -o f 2 b to face-of-curb. i t . in addition to common lot line drainage and u'`1 _ i r ed7 .pm_sl['.`r _h .z s(, responsible a. i:I1' additional easements required for Mai approval of plans and specifications. 18. _ C~ t shall be the responsibil 3.. t' of this e6 elor.i m Yl t to provide utility s_ ._.viL to each individual fot in L he proposed development,, z -19. standard Mat conditions shall be adhered to, 20. Variances for the (2) 500'! cul-de-sacs shall be granted. Y ' This plat shall b s u b j e c t to a Parks Dedication fee. m 8:1. Bloc ha have 15sideyU._. ?t.b°_..,1s c.:1in t., tt.Sv:?t Lo 9 or _n n1nun 70' from the southern, property ...r. nem d 'r 1 7~ v7rxv Ai A N R A A, P al 1 t l 1 l f i D'1 CSC j ~D 117 vs t f 1 r DIV LD--I to b-j NB ~B Pi RB D -I ate- 'III Iv CPD/ m D-iV D.1 D-II D-I 4 'J 11 d l: GENERAL INFORMATION E~ 4-4 VICINITY MAP PHASE 3 PHASE 1 32 k, j~ 3 ;o • ' % ' z 31 - 29 2 5 3 a%` 3429 35•°4' Jl L___ 19 r s ' „r \ e c sa - 20 2r s 26 -1 -100 0 100 200 309 q ~'f $ e o f,! 1 u 77 2 1 } i „pnr~~ r a ! (•21 25 W 0 2a 7 23 24 ` nµ L~ 18 - ; 22 1 / / / / ` -!fir ,f \ • ( LEGAL DESCRIPTION 21 A 16 / _ ® m k l a 1 31 1 - J 40 8 B 13 I i Ba S i t! S 22 17 J } !~""~"-.'_"----_Yi Z 3 ~ ms a i{ °MO~owate3io e,eni or u.r rtkt =a iii it i<.e.li~iBi• p. ~V ro fj j " 23 nr / / a r „u ,e, x« r !n ! 34.. t F~ ; / 1 9 •J I / Y,/ ~ '1 v~ ~ "t .,t' u~ t., e a faute.a»t 24 1. .e 4 ~V 14 / / 7 `t`• t 25 .f•.r , i $ 4,:a:.'nr°3.`s.w.e..~,"w ai ( Pia f 14 13 l 33 ~4 'VQry1? `„»s : e 1 20 11 r 7 •,A,,1 12 i 1 32 a ~ _ ~t~' ~ ~ - "`t_1 a`o°B to .t.r'» 14 \ -"-'I' r/ 9 t a " nau0 tents in f.iy •a6 le8 jP,rea 27 a~b 13 zB 12 11 R 14 1 s1 a•~ 1+ ~ 7 ~ I31 34 29 a ' f 3 5R, \ ~~~h,5 pF a $ \ z 1 PHASE 2 PHASE 2 PHASE 1 PHASE 3 $ [ CoNSULTINO 4NOINI AS e.e».aao .v a "c <r setae.+ae ean11013E Pi ANN'A$ +n® LAND IUAMOA$ RELIMINARY PLAT h N V' I N V 1.1 /L[-~ ic.,i'~ 9Nt4 A9Y ALf S 1 f_ 11°°ee i9 s'o.o a . g{(+}{ g OF w nw ifP ROAD C o fl8 , INC. a ~p a mateffi_ e. is ix- Lti UFiIY ®A ALL. :tl E. MINwE 30YA 69]34 a" v7 1, 1009 -w I4i8e tin[[T, OSMUtvit,l[, AtinroS 1041 SSSlB Pn 4)$-3000 LEGLUD d~^G'' e3 - r rer uri arn•w e.~ex i a v~OVC+tEE OFlEGivOrv OF Et,'OFACE ONd NACE r~` R c / ! s,L vt CONSTFtUCTiO 1 ! LOT TERRACING DETAIL -~-trPSr,uc Ea. ro , \ > LOT LEGFNU % i•#Y~i~ ~NO~CA tES ENV-AOt-E t+fl sl- 8 ES Y iNOiCA tEt SAE OF SUR CE Da _ , " - Tt P~/f " l r 1 t Ft~ t itlj`~r it % HOUSE TYPES PRELIM GRAD/NC 140 EROSIC C PI l!(I .a.. T PR t 1'; EAGAN ROYALS s33sr Ei s. c - ttfl[i tUflfaSYtii C, urflxf SOtd 33}}F FN 43['3040 S~ CY) W o ~ Q O 0) in N p z H 2 a a `If v O 1 1; ssvd iavivs 1 \ p U1 la- 1 k _ ( N f - ~ r , t =i ? ~ 3/rte O t m ILI s< MSui ~ r ml r9 z w 0 ° z 01 t pp A ofap \ F 1 1 ~~'y I is AP-26 A 88&5 'ap-2 MARL " 8E, 6.6 A- cc .'.O AP- 9^,. 11- s t "A P, }88Q.5 ~ ~.a , 1 _ Fyn AP-50 88.5 01 k'ss 894_0 F. A-It A dd' nE~ s1si ~ U) C7 llp } AP,,'-1 AP -4 930 OA 94 43 V 946 43 946.6 r ~ I `3 r f i@ ~lr ~s4 a } twi ,o ' L P -11 -5 J (k f~ / = DAKOTA I COUNTY F, $ 3 ,..sA-yy 90C 8-xx 01 F.^ t j OF P 23 W APPLE - VALLEY A CT ~ C EL X.XX WORKS MASTER PLAN EPA DRTMEN SCHOOL g1 f % r y L 'all v A ~ f ~v J C ova' r 81 1 ~l~r, RtJ6Ewtr' q1 T I~ 8n 153 46.0/ 72.0 - 145 ao.~'1 tL f l NQTRO ' Po r'.. ~~4t' l2 , N1ARf 16" '400 "m aw tG? ( llt taY RAHN -_r' 152 39.0l651o ..;0449,0 00- r- ~ F'F kK 236 A~.It' . I 1 f rx a BI J i fr7 , LE ° is J~ `t 1 Ili- art t - t ' 29- 1 L_1 ?ti<< o )37 30 ' l DRIVER 222 7'' 2. 16" 2~} + r In LEST F C '7 0 1 I ( ENTER, B7 197.0 r 1 f ~ 1.5/56.0 228 a !131 30.8/55,!C, 227 ?Q" R~OGECLIP;~,1 LJ a- A 9 7 9 Rr. IA 4 100 G~ t~1 ADDITION F 223 8 r r 8111' -1 :933 ~ 8 ~1~ i ~ . i 1?~~ ' 224 86.0/ 9. V~~ " I / 1.OtY ~t18 s am air, t ! 234 ° SQ11 5` 81t r 8 01 1 I( ( t 1 / ~k i7 DAKOTA COUNTY PARK ®AB 1~~._ 4 \ II •i e s e SAS r J f t3 sxt p 7 E S R23w 226 25.8/33.0 APPLE VALLEY city WATER approved: standard LIC plate WORKS MASTER PLAN E ® AI 1 40 t<" ; /Vo r i Qt 250 0 (A O pA w~E t 2 9 "'~rs r ICH? '1F WAY PLAT NO. 19-14 1LINK ST0P.M SEVVLR T 46.5 Ac. STREET/STORM SEWER LATERAL 1,011' ,00000 WATER LATERAL BENEFIT 1,116.66' CITY O:a.~ E GAN SUBJECT: REZONING, PRELIMINARY PLAT (COUNTRY HOLLOW ADDITION) ENGINEERING C ~R~., g ~ . APPLICANT: PROGRESS ..~-~.'~i...~F.."a.i:s ~~.~L.: ba~ a: EXISTING AOCAS-,.TLOCATION: SE .j'4 OP SECTION nCTIO' ,.1 ZONING: AG (A GR.ICULAURAL) TRITE OF PUBLIC HEARING: APRIL 30, 1937 DATE OF REPORT: APRIL 22, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENT PP]ICATI MS: Separate applications have been t LJ i g u,c L[ tJ..1 :r i1i, requesting a x 3 .xFig of E5e4 1no ,,..t_1rnl acres to R-°1- n l. 11, r e a 1 , ) a.. Ld a preliminary plat i.t?i the Country i~'4 llo. Y y, Addition. This plat consists . ~ t~ lots ya._, located north ~ of 1. ? _ l,7 Road and just east of Dodd Road. 1 November. 56 .uci:l Use Map designates this area D I be A - p units -per _,~..~3"._v. No i~iJ amendment will .:1 SITE . 9.N/C OD:E CON O IIANCEm This plat i 11 iJ i; .<< .6 ai agricultural r c on -?L-1 four sides including the area on the south side of D i t k : ' ? Rt_)ad> x , ; t site has rolling topography .r; some very steep slopes. The hillsides along h western v property line and the area abutting t' ZEi.. _i_ ,A are among the staepest, containing dense hardwood trees. This save plan will a majority tzf those creating a natural buffer especially to Difit1- Road. A single es: to Dial ley will serve this property with si'u. e mentions to the north and east. The 1_c. vary in size from ?_2F:.1 _J r 00 - 5CS000 S.F. Most are between t 12,000 14,000 `;a The larger ones a. Niue to `>?;di_09 a:. n 3S or undo 0 l o C hillsides. All lots will meet cv exceed the i. g width at the t line. Staff recommends that Lot C, 1v)cY; _Lg be _i..p ,t3 granted a 30' setback along Dill 1 " n ROat ® Code 5E.1' due the.. 1001 right-oh-way width. .h? Lot w i l l have ~ r its driveway on the proposed street the area along Di I1.a y will act as « side yard. GRADING & DRAINAGE: ThI proposed development is located adjacent to av_)??'tt? F.'x t;i .C_ 1Y7 rough anti variable s,_'. gr3plh`r w.T:h axi-iim,117, 1 differentials of approximately , The 3v 2 r located to 1_ west andsouth adjacent to Couj Li Road O. Because f.I L. the severe topography. major grading will be v ) [ ; [i al over Me majority ,Jr3 i. 5:' of the property to provide the requLred storm water ;e capacities and better define t __s::_. drainage basins in relationshil-) to .._"_e adjacent buildable lots and streets. The preliminary ad., n, Jlari w 1001 _30_"x C«'',3 not Ci`' t an lE r` _ L_ ~_s)._ ,ito. '1 ;_ce:n ota _._...e property to accommodate this development proposal. 'This development Located in the lowest portions of the era 1 1 larger drainage basin for the extreme eastern. po _ix.n of the C: E n c i_al 1 , t.[i') Comprehensive Storm Sewer -h-EAR required the majority C this proposed development be used for > o :.:1 water d t. s. o a.i purposes. However, t':1: ~ - ~.t detailed ,i:: this )..,C7~_,~iC11z of r through analysis the drainage the storage; volume within this _7_ development .)c-7~_Ia t-9 has been reduced to , t required 63 acre feet o storage a , 1 i c1 I`da _er elevation established at 800 d_1 an ''T,t L. O ed high water flood elevation of 818.0. This development c= 1 _t. require the installation of a major trunk storm sewer l i f t sta< `II with a force 11131,, outlet t_ the pumping i water v_ northwest to Dodd Road 1101 into t£...._ gravity storm sewer system being, constructed as a art of the 1.1v'.__c:;d_ . i`..aCgai._ a.t1.,. s_ ..F'at111 :s coi1t,2ep :10ve1«[ 110tita Storm sewer l 3 t f r I. will have t be extended to the east line this ''S O 1'1ealt to provide outlets t a r 11-,e S_1 _ponding areas located to the 1st,. Siai E._3r i'r, a dt:-'.'..,, sewer extension will also have to be provided at the north property line near the westerly street extension and 1:113 be sized to c cc om:is} ]cam t,i direct runoff fro1--,.,, appri;7.1a,atel_V 14>O acres to the :';ort s i',nut 0:_r storm sewer extension must be provided to the north property l i n e along the common rear lot lines within t > l . 3 C . i . 5 for . : u L i 7 r ; = . iL1i7offe I t is not ;nr-it:'I .xtJCl that storm sewer interceptor 10 v .;"a ,a l 3 have to lce ex ._!130:1 to the south to the County Road right-of-way all future drainage should be conveyed and directed approximately 200' east of this development into the easterly part of Pond JP-26 as part of the modified Comprehensive Storm Sewer system. Due to the sever.: topography along the westerly edge % this of ~ tIl x dP_Veis}l _i!F}i:>ty specific c..xci.(iYlr'S! i_va _tiG?t and stabilization will have to be performed on the de slopes ,_C3 direct water ..3 c°..'z,. mon of _t.ines _ to propagate the existing drainage pao .-rC7 based cai existing contours. EROSION & SEDIMENT CONTROL: Refer to the detailed report prepared by the S) L and Water Conservation District- a 9..c+r`~i:n3 „p c1_ L f.' concerns pertaining to this t s development. UgTg IL03IES: Presently, sanitary ,,ewer arid b'+7ai_er ut e1.0 fad] .1_Lie necessary to a] low this love I 1pir.'iit are not immediately available in t_lxe area. A major trunk sanitary sewer lift - a _on will be instal led within this - sr ,,iztel ~ 7m: t ..f ifi under Project ~a ,.~_..,a ,,._!~c., 9il _ as _ -ii-. ~ _ - ~ the overall . C.eal. Hill _ Farm concept development a ~ `i,:-Ti This sat., station will - i_, sized acccrainoly to handle L 1 from the internat lateral r to 1 - A This , t service W _ l ,;;<h1 '-1 , .e+ flows qh a force main to the , . . _ _._-.Y.,, _ _r . . ._.~,as a Dodd Rt cd and County Road 3 0 into the c_. .s* g tr,N_ sanitary I' d1L Eic." yn _ r._ a3 k sais S _arYC ~nt. _Ii the - a.,S<a a, - _ c~ fS l _:)z.. of - _ir. .j v L o1, l,leT_`. to TI LU~, corner tucure w i t h to the easn to service Mure subdistricL C-55. Water avaiLabiliny for this development will W)veto be virovidec'. t.zoL!CIP~ . ~ installation and a extension _E~-._ trunk 1. water main I_ e Lsystem f room the intersection of Dodd and n C> Difflay Roads to the east , z.. , line of .i_: iti vc-{ C?''1c.r.1. ,f'I~..:. will ,._>C7 require installation C of c1 trunk Cl 1>,_."tit.-_ reducing station a ,.1' 1.d,. adequate pressures, 'or ~ r { ,0...._i U ._s it 1s a.rai1 °v water for this development be looped lit a1- "rh".1e,._ t. rZ y to the r-a?al~ water 1:7.ia extension in C,=emu Road being provided as a part of Eagan Hi-IL Farms development under Project 491. SINAA a_"d$ .zz,` _F T'T : ~ ,~~,,~zs~ ~s'4a _~..."~'~O N ~ ')l!`' to the :7 p and rugged topography general area and undeveloped adjacent IC-- a property, there is _ ii - one feasible access to this F'- vel i Ti t from County Road 30 near the C 1.1 ...er%i end of this development. This ..i = L. loiei. 7u. b:'_e!i t- d 1 , t T"i l P. ,a x L1 t . s. r _ t grade throughout Y _ : . C ' V 1_ 0 A , } =?t L 11 X _ _J Y 1 I u!-i r 1) 0 in c _ i.1. a r a u J_ intersections and a minimum of 75' from the existing _ of County Road in order to accommodate emergency and maintenance 4/' _ll cle a this, -ee . ' must ~ . Q 1- r. 111 1 r r , either on the adjacent. a ti ? _ i v . , t : _ , '7.'i3e1'rtir or within this F e1v!`%tT[o,7t: for T i l l . proposed Aead-end stub streets. The proposed location of the stu,,:) streets have 1 ea1L;. evaluated 5,1 . appear to be properly 1(',C L-T I. with one :-~.a._-,~Fl~i;..Jr.« Three stub streets to the north are being proposed. a The m! Cl 1 : street should be shortened and permanently en]:ly c:1 l'_ . _ s.3 c"_'C't max, to its _I II 'mpat I i i ty for continuation based on existing ain! forseenble future grades. County Road 3 0 I f ` . etY Road) adjacent t t h e e southern oUI':r.arr J, }.11is development presently exists as two-lane rural county road. There is no il mc;.ai .a ._-v or long-range ran°F schedules for L he upgrading -J.f- I , .-1+C,_,._,_ of the ` county r_ ~_>c , ~_i rC?<_~.a. system C',' Zto . low 1w )J Je( t-i traffic , r _ i u, I,,-, . : r » L current status is .1-. {i':';lLi:.i :C1 ha;?C? iP ~hi_s pC ;p+;3 e,-s development. EAS$`:t EAT/.R IOH".'3-O&`_--WAY PE£411ITS : This ,s1 :1 ? t:t''. d or i" F.C _iC at nq Ti 60 bax l f ricjht-of-way for Dodd Road' I,_, i a %l_°s easement .Cl . wconstruction i r .T I., I r_`;A 11.1 F. cti l_, o 3ia.:r ; streets shall '-!C' 'C- _1 MLIT li , _ t ii of 50' with ,zli ' radius fa. the C Urr o,11C7 and a minimum 8+ wide street surface Y streets shall have Ca minimum 6 0' s 1 c-3 ht - J f fU U « With 1 M1 nil;: Um 32' street surface. the I < addition to J 1 common lot line t 3 l i l aqc' and utility easements, additional easements Ti i. common so?. + xa., sha1~ ue L;i e_al;..«l.. f-'.'d sufficient w i nth to accommodate thc sanitary sewer, a~t water and/or i storm sewer extensions as requi-red with t ha ..:........e.i approveal plans an,.-'. The specifications. easements necessary for the water main Loo pi _ sewer a ? . CZ storm force mz in outlet across t , : e.' property to the north. and west to Dodd Road . l _ be the c s i_ or _ v . . _ _ i t_ s`,l__ -~-_Ie ~G _7 ~o_a??"; u - this C5 l+l r a Also, all temporary outside of the boundaries of this development P shall acquired and, dedicated prior to final plat approval. A'.11- _ . l_. L at. ti.:.Y" a agency permits shall be a ql:. _ i . , ' . C s within t h e 3pXii, 1et£I tiT[iE', frame as required by the affected agency (County Highway, M. CA, Department of Health. etc.). ASSESSMENTS: i..}. have _ been 1).?^;_'_ to the fact that no utilities previously ,p-i installed in this .as this development shall be responsible ._o.:. all trunk area sanitary sewer, water and storm sewer assessments as ft condition !-%~d- . final plat approval .,.,.,.?t.t :.'1'1 the rates in effect at the time of _ final plat , _ p 3 1"~ ,_'~~i?rc~l s3IA C_;~~a~._x quantity calC;J._ :L_.tJ[S providing i,pr'._pr ate credits for _ ,.a 5.0:%1 public riqht-of-way and io.,'d1.Gip easements. In addition. this development shall pre,,O-t' 1.L l E assessment ,TCL1gati005 to the upgrading of Count Road 30 based on 25% of the ;.3':"~F_?~~. equivalent at , 3_1) residential rate in effect the ~ t`s;1;*;~ C 5w - final-l, -t K~_ci app7c.T,dlm These av`sE_ssaetlt, iiL)liga'_io7J_s are estimated as follows: Item Quantity R yea Amount Project T r i. _7 t < . Area c:+ ter 3 7 . 8 7 ! ac $1, 250/ac $47,338 491 (pending) r Trunk Area Sanitary Sewer 37.87 1,300/ac 49,231 491 l.pe idire_+ j Trunk Storm Sewer 1,650,000 of 0,053/s 1 87,450 TOTAL Q84,019 COUNTRY HOLLOW CONDITIONS: 1e All standard platting conditions shall be adhered to. <,B This a h 1, be i" ct to a r Dedication 3 Kot 1. Block 1, shall have a 30' Fistbaw or more alonq Diffiq,,7 } 4 The _ , , C...:. nam, most iu water ai_ °z:1 k ~-r,.. , w.-. - ._,_t Litiw:i> _~,~a to service 1, 0, develo-omcnt prior to final plat approval, t s dedicated tor Me future F 7f _di g EV Conntv Road 3L'm r, i ` have a ti.. streets shall ~ i c ,'c minimum K< J. h-- o7 i ay of 0' AM) 60'. 6a _ addir ton to the 0 common 1ct, line ...:.e-,_,<t. .1 ta_ _,..4-;.. s _t easements shall be dedicate! of sufficient width M accommodate ewe: tI L-. l 'Vi'e t_esvs (Ye of c. .i.L sJ ca cI' -C71: r'src-#•7® 7. This deveLopment shal L provide and dedicate appropriate pondin,_ - .ra s Ci-o i s providing < . r 033 of stonracle based an 1-i contralled water elevation oE 800.0 sai a high 1 _ _ f . of HMO. ~l <J, 'i This development shall install th.. ;_eqLli i chrnnetization _ a 3 ~ . _ C' , _ f r' l i . L or to convey existing drainage swaics alona proposed common lot lines into the e.S- 1:f 4 storm i sewer y f ~1® A minimum ,'_r drainage and utility l h over these drainage S This development shall be responsible for the acquisition of dl _ .L as . ' _ _ F _ s outside the boundaries of _ this development necessary to provide wf ater service and trunk storm sewer force main Ll t serve this I, -.`,%r i) ,,„r,t. _',n to '-"ny accommodate temporary cul-de-sacs or dead-end .I_Y 'I fi 5, required by the aEfected agency. L T"- _ C Cry 10 t. t"i.e p r c', [-c' ,i 'e I C r c', t: he Gi Cl) .1.1 I.. Ii,.' shortened and permanent , ( .5 1 12. This Movelopment shall be responsible for al 1 related' C',, I L - 1Q V _ sA. t v .ss r ions ' L. L a ed i S . l s approva L. ' % DAKOTA COUNTY SOIL AND CONSERVATION 0 Fo .«.y Formi 24 Phone: (612) 463-8626 Mir April 7, 1987 TO: Hike Foertsch City of Eacan f`RON: Lynn ? . Chakoian Dakota County SWCD RE: Country Hollow Preliminary Plat R , . t A preliminary plat proposal for Country Hollow '7as submitted for erosion and sediment control review. Site, r':.ng and utility plans were submitted. An erosion anc. i ;t control plan has not been -u`itted. SOIL AND WATER REVI Soil Resources Three soil textures are found on this site: sandy loam, loamy sand and Quarri silt loam areas are present. The s'- loam and loamy sand areas have a seasonal watertabl:, 13 greater than 5 feet below the surface; these areE. not to pose limitations for th- ,v-loroment. The , : It loam presents limitations for t rvelopment--the se rat watertable is +2-1 feet below the surface. The Quam soil areas are outlined in blue on the attached site plan. 1) Soil borings by a geotechnical firm should focus on determining if the watertable is perched. 2) Removal of this 1 material and reel zc:~ with appropriately cc tz? fill should be where street or buildi.: c,nstruction is indic,itc:. Water Resources Two storm water holding ponds are to be constructed within this development. The storm sewer pipes entering the ponds may need stabilization. AN EQUAL OPPORTUNITY EMPLOYER 3) The on-site drainage plan should be analyzed to determine if the outlets require stabilization. The site drainage plan also includes an outlet for the low area in the northeast corner of the plat; the inlet does not show grade in the direction the arrows indicate. 4) We recommend that this area of the drainage plan be reviewed by the engineering staff. We observed three steep channels entering the site from the south and one from the north. These channels carry water from significant drainage areas. Fill of the type proposed on lots 11, 43 and 42 in block 2 will not be adequate. The channel entering the stormwater pond through lots 12 and 13 will be difficult to restabilize after the ponding area cuts have been made. These channels nose serious problems for the stability of lots on this site. 5) In the erosion and sediment control plan, address how the channels entering the site and the fill placed within the channels will be stabilized and where offsite water will be directed. EROSION AND SEDIMENT CONTROL: No Erosion and Sediment Control Plan has been submitted. The plan should follow the "Checklist" and "General Criteria" provided by the City of Eagan. Some specific information follows that may be useful in preparation of the plan. EROSION CONTROL MEASURES Within two days of completion of rough grading, the entire site should be seeded and mulched to stabilize the disturbed areas. 6) Seeding and mulching details, as identified on the "Checklist", should be specified. Structural measures needed for erosion control on this site may include temporary gravel construction entrances, silt curtain , and storm sewer inlet filters. 7) Detailed plans and proposed location of the structural measures on a site map should be included. The lots on steeper areas need to be "benched"; this grading practice directs drainage into the hill and towards the street. 8) Show the benching feature on the grading plan and Provide a benching detail sheet. EROSION CONTPOL "I MACPMENT All erosion shout ly inspected ann saint i d n 9) The individual resoon:ible for maintenance must be identified on the plan. 10) We recommend that a stag' t placed on the development Plan that the h,~ -il-.,rs will be responsible for E & SC dur :ruction. Construction schedule :c' erosion control will be necessary. 11) Include schedules for installinea utilities, revegetation of those disturbed areas, building construction and blacktonoing. Disoosition o-of erosion any. -,,-`,cent control to be ad( r, d, 12) Include a contact person responsible for final clean up of the site. CONCLUSIONS We have been in contact with Progress '_-:oineering other projects and have informed the ~o: t. this er sediment control program and our requir_ a. for r a,.. We hope that Erosion and Sediment Control ;Mans are submitted with future Preliminary Plats. We recommend that the Preliminary Plat be approved, but an Erosion and Sediment Control Plan be submitted t serious drainage concerns be addressed before a graLA ng permit is issued or final plat approval. cc: Warren Isrealson, Progress Engineering ro<ao tgpFO~o^ ~ _ t 1 ,4t CN 4F i I - M~ ~'I AUDITDF'S SURD N0. 42 I ! 111U \ C7 PIE D I W ti D-11 D-11 1N to ® - _ ® P HS D-11 D-11 I NB D-1 PD D-11 D-11 P O£ ON HVS) ti £C ti41 3,80_CG.6fi N .1 _ rv V i y ~ n ' ~ ..Y 4 f Q i Cl k F~F s n . S • s ..J m _ C 6 -00 rp yk a r~ ~ \.J a p Q fry p m n o, . rv n n C?m tl 2 rv 4.:~ m t _ N R . e _ J~~ p c9 . a o, 1` tS1 " r tl - Y ® v e 81 M, J 1 G jjj444{ W I 7 3$YYSYS:Y$S%SS = &Y$Y$d$ Z $3Y3Y8'$ • e < ES ' mE r v, + d y~ f X 8YY$.3.SY YY$ ?X$ Ala l 1\. a.,~ O ( g~ m r _ ~N89 SS'08 [ _ ~ _ `pro ~ ~ - - - " _ O m m~ ft n3 aR~ ~Z r t C9~ O I f Q f U ex7 w } - N W W N J A P~\// l m Y9 pG ~ r ~ x N .-r r • ~ ~ CSRV~ NC zao$' ~z r l® FE~ mil w ~ar t V C7 li 111 _ c€7 7t sJ Jr ~1'~ '`d It 13 K%K w C-ii /IAUDITOR'S SUED NO.4 l t A,i mom, COUNTRY HOLLOW SUBJECT PARCEL FIG. +2 city of eagan approved: standar - PUBLIC plate m t WORKS MASTER PLAN DEPARTMEN tS { f.".7 fit, oQ''.V 8822 f J P 0 J-p JP-55 873.0 79.4 ~``~r t r 9 ARE jp- 2 JP-54 855. 885.4 J-0 R JP-21 "rl~l..S.t?J 81 5.3 r ~ 840,0 i r 23, J, Ole 4 Sgy ~ JP-34 J-s F -25 884.0 JP- 5 JP-22 N- = 817.0 891.9 ' 8s4.C7 8M7 ~ r t 89 4 840.0 ~JP-29 a lam" :r r. f~ 926.0 L, 945.0 if; - 2 '76 8 9 J A 30' c I W L ( Fz,l1 R`S h O. 4( JP-2$ 956.0 J 9694 n _J JP-68 rf ' hb JP-50 964.0 LP-' Now H l 971.7 HILL --v ARK 89v Bb 2 4s COUNTRY HOLLk, i' SUBJECT PARCEL FIG. .;an Isi city ap s v a fa Y 1. 6' L! r r IT WORKS MASTER PLAN DEPARTMEr, r' iST: RCenf 12"1 2 r,. 67.0 I I4 38.4/56.0 1 11, { 53. 72.6, 71.0 :.i %12"~ $8.0 50.3/67.0 " I79 16" f2 amm dam *ON" 117 53.7/7.0 y 2 >`a 12'° $5.0 {6 66.7/ 85.0 M.G. GROUND STORAGE 12" 5000 G.P.M. BOOSTER H.W. L. 1059 .0/ t0'+ 20" 1020 1879 4 30 1 784687/ 74.0 185 , y 85.2 /95.0 188 16" AUM N0 42 + SUi3b_ 74.4/82.0 84.5/95,0 Lx DDLE '89 12°° ? iefd 1 c a ,IE s7f 200 70.8 / 76.0` r 16 o 1 V.. 12'° I 1a2o -26 t. 1~~\ 020 1 03 4 /S.V 47.6/630 88.4/99 0 /i~\ 19p 2" , 197 . 4.6/87a " . 2 10 2- 0 198 (9947.5/63.a 50.6/66.0 t \w. 1 5 + 1 t. 93 7/1 COUNTRY HOLLOW FIG. 3 city of eagan 1 _ standard approved PUBLIC WATER _ plate WORKS MASTER PLAN E PART ELI t f { SANITARY ip L TRUNK 37.87 Ac. STORM SEWER TRUNK 37.87 Ac. •::p;::?: :WATER AREA 37.87 c. I I { f~ # j: a % cif r a s d q,.N, ,.yr b as :'e5 gg 11 a r°aj S h 5 Y f• 't~ f. .p f f r CSAN. NQ.',SO 0 zS t -N ox 5 CITY OF EAGAN SUB~.~,EC`t: PRELIMINARY PLAT (BLUE UIDGE ADDITION) APPLICANT: L.A. .EAUKKA DEVELOPMENT E;NT LOCATION: S # $ SECTION I FISTING ZONING: P.D. PLANNED D 1VELOP E'NT DATE O PUBLIC HEARING: APRIL 28, 1987 DATE OF REPORT: APRIL 20, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENTS ATA3 ~.,..H ~ m a,l has ,_3een submitted requesting a An application preliminary plat for the Blue Ridge Addition. This plat will S. l rei?lat 0:11 i ~ t s S and a, of ' the Lone t } a Addition into . i ) m 3 ,ot t o r an, office/showroom and WO OUtlCit._ containing 37.25 acres; _.~~~~ttirt`,, x w i g- " ;i z 149 to the west with Lone Oak Road 4.o the ...;e u. ; s l cz Planned Development Agreement designates this area: oi f_._cep Mice- or research and development, t , n [ ? < r ' 1i necessary, The e t,a r<.. ar. i.l vti iY i of the b..1 ;r,t i n,-' wl.. 1..L 6; a `o of ? ice, 201 light manufacturing or assembly 014 20% wholesale/warehousing. The 0n 1._L building is 90,000 5 s BU.I.LDiNG SCI laE PLAN: The building ? s very similar to the Silver i.; 1. i Plaza along Highway 13. This one story building bu I , - n • g w i l l nave ..001 y loading area (_t : a the interior portion with access to Lone Oak Parkway ~ is pZ. vi.< i. •.,l near the NE C C. L s i <; W the plat. All. building and parking setbacks meet ode requirements. The applicant 1;- ptop o in, 9 ' width s t a l l s . Given the j e.{ b u i l d i n g 9 stalls will be required. - 3.4G have been provided. e separate drawing L oit proof of parking shows 452 spaces. The floor area ratio (!at coverage) is 211, Phase a of tIi 43Yi exhibit (pr)p"_s d Lot and the area directly south) were ae0. grcrrti for S4i\£ {a..00 ) T . Sn_ w. office and I',09'..3 S.F. retail an acres. .7,3x9 The proposed A 01 l i i 0 ` . w i l l be constructed of dry v 12 a material ,s<il:_ as to stucco, along the l=o_ :'s the building, ii7i f_r. ted br facing and dark k green reflective glass and a 2a berm to the grade fan E t_b a No ~_i,.. units are being shown on the elevations/sections. Therefore, 3 appears that the parapet wall xvill. be tall enough to screen them, The preliminary landscape plan works well conceptualiv on all sides. i z.1. r~ r C' 3 ,x':'1:?:`rt runs along H; g `r, 149 and modifications in plant 11 t_eria1 selections may be necessary t t f-:,. to not interfere ,`'hose utilities. 50i._1~_]5 _!..of screening will still C' required. GRADING/DRAINAGE: The proposed graded as part of the Lone Oak Addition. The site qently ..3 ;Jlp s Rom .on-_ Oak P a r k w a y towards 9 , State ?1~-x.,~. Highway 1_9.e preliminary erosion and sediment P;fnti Tl an was not submitted J with the preliminary plat application, The l site is proposed t „r..' through is ..,±1 s.. drained two separate storm _.'ih/er systems. The northerly part of t a te- 2 a. <j vim. C, l L intended to drain by storm sewer __cdc C;Nc. '_x? sL if"'q storm sewer ill Lone t._t._,,. Parkway. is.. i-.:;, existing .c;.-1m ,.,<e, has .1 z. z. _nr. capacity v .3 . this drainage area. T h e S'? _T W'i r L "?C'? Wn or the i (approximately 7.6 acres) will drain b storm sewer into a isuL1.1Ye storm sewer others d ' , e . i _a d . _ . . F as t " . 3 ' . . , , a on the plans. I t j.... for assumed o- ~ . t purpose , 3 Kli report that Lt- _ t$_ .-s nk storm; sewer by o t h e r s will convey the , :ai.n.c` to Pond ,'?l., owe T('_ in oT,c,1 don't provide information regarding -h trunk storm sewer by other,,-_', relative to its size and alignment, UTILITIES: Sanitary sewer c . s ic e ei. size and depth to serve tzi ' .~s... c,1.e are readily available along Trunk Highway 149 ava Lone Oak Parkway. one 5 q9 service is proposed , 'al. 1:00 a is ? t in ~'7 a ~~~4s~.L i a. Munk Highway r,1~' C.1 t_ x_. other is proposed from x, the existing sanitary sewer in Lone Oak Parkway. .r.- G _,a a, -in 1 i'"g ,Ya r Ti t i~ _ s2.._= will be served b v the existing 12" Highway 149 and Lone OakParkway. Also shown ?s a proposed C3 rs water `t loop ,{a ,_vr s_g the south side {..a the siM connecting the existing 12" waver mas n in T r u n k _1 x `Z 119 to _h__ existing 12" water main in Lone Oak Parkway. Hydrants are how and it recommended that a s_c provided n Trunk ,h > r .`rradditional r} .~~.~1~.,~ be e along Highway on the north and south side of the building. S T,..EETS-a sS~z J 7 7u IO N: Access to this _ :i. _ / ACa},.,. E/ "C. ~RCU,LA;k. Le is ~'S Z 3 s e d .t.. o -111 Lone not Parkway in two different locations. The northerly e'aY1._x_anc:" proposed as a right in - right out entrance only. T southerly entrance c sh acn" entering into but ! nL. am The City contracted to have an independent traMic consultant study tt-...e traffic circulation along Lone Oa; a Parkway. The e t e=-. uS.. t4 of the study recommend moving the `iec~jor access to proposed development approximately 230 Net west of where currently proposed, The site "t 'd will have to ;b~i-~ redesigned in accordance ~d_r~ai this recommendation. m The parcels that make up this have been assessed in the following manner: De 11pliq 12 SanKary Sewer Truni, r (A) at Area C/ I Storm Sewer T C/1 302, (R) Storm Sewer Trum, Mult'i Parcel 410-00200-010-75 864 acres 13.27 X x . : ' it a (B) Parcel 210-00200-020-75 assessed multi. PENDING A SEES li NT s a ? IZO"P :.an S FISSF.F A & n.., T Eol[ .1 nn '_Lsms=n, ace proposed as i condition at final plat approval; r ec # d) r oti.O {Sx.' 2t c" x xa w Ainou...nt 12 (1 ) Water Area -l_ 3,170/Ac 1/3 Ac c $1,05-,, 1 (2) Aiii t Water Area i l 3,170/AC 1.72 AC 5,444 (1) Area f c_,,t, t=If the section line i.e. amount that is in Section (2) Balance 10-00200-010-75 which r2' ti. not previously fully assessed for water arei The assessments a f o r only those areas going tollot 1 of the proposed Blue Ridge Addition. In _t_i addition, there are additional a~_, assessments due on C+t~.t) b: B ',`?he1; that develops. 00, 4- ....~1,~,t ,:3®i`., of u._toF,. Bp that w!_;_ was 10-00200- 020-75 was assesscd storm sewer trunk at the multi residential rate. f~F- . t a5 The portion of t'.1t.L.at i_ _ 3 that is the remainder of 10-00200-010-75 1. an ma d iv_dal obligation for water area that is approximately 1.98 acrusThe final assessment rates shall be those . z effect at the time tJt - t= t. _ .I _a n ,1.. ! n approval b a s e d on 5 fl d p . 3 :a. area and t r 0 0 L a g calculations. BLUE RIDGE CONDITIONS- 1, Al. tcanr and platconditions shall be adhered 5..o.. No fan units shall be usable. 3. A landscape planting plan will be a ....'_ed with the final plat t a. submission. The financial. guarantee shall not be released until n-C z . after one year from . the ~,."k_ C.~ w installation, k wide ;-)ar y xu stalls shall b approved,. a lighting plan shall be submitted. No t T e source the shall be 'r from Highway 'c-^ 9 or public streets. 6. . - to a dedication . r 1 a subject 7,.;Lz.,-^~ s ~ eeA i The developer shall submit an approved rota - ? wall prior to final plat at_ api'r :'va l.,, S. The "storm sewer trine e others" Chas be designed and constructed in accordance .,-e ~ City standards ~;?'1C~. tC, A .c ~ i ~ prior to _ ?let approval. C The developer hall be responsible for the maintenance of the internal storm sewer system. 0 The developer shall submit an a :tto°` r 1 1l v control plan prior to final plat approval. 11. The rt & water main along the easterly side of the dove tor, ment .,.,,all be located within Outiot A. _ A 20 foot utility easement shall s~F. provided for the proposed 8" water main :a IC;C1C l southerly amide of tot E 13, Two additional hydrants shall he located alone the forth and South side of the proposed building. 14. The development shall move its major access point approximately 230 west of where currC^e__u`x' proposed 15. The proposed development shall be responsible ior obtaining the a: rtaoriahe Deportment of Health permit for water vain e» er1 itor . 16. T development s h a l l be responsible for obtaining r.`,i nece , try down stream pond lx ' easements, 17. No fan units shall bevisable, I,p A landscape planting plan will be required with the final plat submission. The financial. guarantee shall, not be re e ea ed until after one year from the date of installation, 19. 9 wide parking stalls shall be approved. 0 m lighting plan shall be submitted. No t s i C t .t. i C; n SOU C CC shall be v1. +e], from Highway 149 or the public streets, Shall .Ci 1.1 a- 3 jC CC 4.. to a parks dedication fee, 1'H t J. ~1 KY j 1. DD~r Ito k~j logo! 1 T d I [ ; - v i'K A- 0 a j /r a g1 ~q~, l co AT rq -213 • T i s; ro a 1 ,yy -'jl r 7 gr PO F n x n m ~,„s !ks'S I ! . v' y~," ~ f ( A - (`G AVE. -77 I 'A " It ~,;r t r'1,1f PRELIMINARY PLAT OF BLUE RIDGE LOT 1 tt it !t, xm LAND DESCRIPTION OUTLOT "A" OITLOT E a auTIaT F 11.1 iaxe o.a OUTLOT B Own er//Developer L. A. LAUKKA t g~ w,... 55.,6 Total Area of Parcel 2,049,723 Sq. Ft. or 47.055 Acres Area of LOT 1 427,110 Sq. Ft. or 9.805 Acres as z+°;a w Area of OUTLOT A 25,103 Sq. Ft. or 0.576 Acres Area of OUTLOT B 1,597510 Sq. Ft. or 36.674 Acres r szrr:.~7 w nn....f { PI a • • SHEET I OF 7 c f ~c k E V t S 1 0 N S Z r `B SITE DATA SITE AREA 9.81 AC 4y10 S.F. GROSS FLOOR AREA 96,000 S.F. F.AR. .21 NUMB OTALJ ER OF PARKING SPACES Z 9x 12 x 315 HANDICAPPED/ 'i2 x 49' fTYP,Y 7 2.2% PARKING RATIO 3,511000 SF, Ui Z SHEET V-200 • R E V I S ION S iu 9Nv 1. , { X nay i T _ z r• ? El TYPICAL TREE PLANTINL: DETAIL zoo NOTES Au son E PL NT N6 BEDS AN¢ PE ANTER9 AAFE iO BE tRDOE ' F , DES IN T BEG' DEG BrA TIXt E QUALIE EO RRGai ON \ " ? 7" f J `U ai 0 F AL RY LANDSCAPE ARCHITECT ","IT iRAC 88 EES AND S B AID B O ADD BV ED n0 I 'l G RE INSTAL I EO AID DONS P G AS 8 E E EO ALL ODO EG Ea. ^ ` _ !LL~t! ,ANGSC E TRNCTGR 0 E VT i IES O OE'ERTY / S E J +r« ~z z z Efl 1t zE 5 IE THERE AN A. E A TWEEN rE MEER GFft Ni59iOwN ! G L~ _i • ' i /TYPICALSHRUBPLANTINGDETML 'E Oll ON iHf P=AN al,DTHE IIRC kY OF "`4 E"' OWNAY K ANT ~B T, Tf N7) J! t I III, All R AI NH0 %1-11 L N 4 LAI(( PRECEC Q tiE EOtilO O, fFT NE AME t G EL. m RTO oR 7RERV c Mc was AssacTatlaE -E E EN T BEPAIR ALL EA RAGE TO PROT•ERTY FROM KANTINU RATIONS AT ND f LOST % TOT E -NR t y Y 6 GVAR MEE C RANT AiEH AL THROUGH ONE DAIDINAR SEAT £RCM fAE P EIN4E "PTA<E. 9 ALL RGPOSED-HIS SHALL RELOCATEOCA9E1OLL1AS SHGYN 1'/y~7~ ON THE E1ANS ] PLANTING SCHEDULE SYM BOYANICAI NAME/ COMMON NAME OTY SIZE R SEMARES N no ' ` Ar - - F 5 qe Qom. .ate W. awn w .~=Li ,+CF txz W1i' _ r - ea 44-) TYPICAL CONIFEROUS TREE PLANTING DETAIL Z Z 73 i SHEET J NO. W s~` \ f f~ E I " x ~ 1 M / 0 '9 O v (ONE GRADING AND DRAINAGE LONE OAK PHASE EAGAN, MINNESOTA 4 pS ; e 2 5~;4p*°~p~ J~u PLANNNG H B T ATION ~c~A ~."ne~~oo wwlWP BHi~#. ~M ww / / p ~ f ` p i tt ~ \\~f//off G1 O 0 SANITARY SEWER LONE OAK PHASE EW AND WATERMAIN EAGAN, MINNESOTA zu) m r iQ IL ..ING ranNSCaNEE INN W .1 ENGINEERING hRCHDCHItEtC ;UflE i'~~ aE s 3 tepOMOfoo W 1f 11, EE PmY f tP4+.fE D 6., ~M t ~ F CITY OF E G N SUBJECT: REZONING, CO-11PREf-1ENSIVE, GUIDE PLAN \I ! DME ,aa'fR..k....L'fl pp g.~~"~53n'S ~'?a qE~~`S. g PLAT (R !i ~"4t~~ .s d'W i.~at'.s S. ~1.. g a~ag .fiL ,:~2b 5.Ca LEROY ~g q y'5 BRAUN 3 ADDITION) APPLICANT: LP04I~:.~'I .ER AND GERALD LOCATION: N 1/4 OF SECTION 15 DATE R a` I N PING BONING: R'-"4 (MULTIPLE) OF PUBLIC HHYEAR_..NG APRIL 28, 1 98?b DATE OF REPORT: APRIL 16, 1_g98 7 z4EPOI1TED.r BY: PLANNING AND ENGINEERING DEPARTMENT _ a a _ t o'. i _ have teen , .a 1 ii..i tr..:. APPLICATION: w) separate ? . .J t r :,a rl U rezoning of . (J ' . oii d S _ . _ a c r e s t v <a C S L.' (community s.1:? ' L_xv con Le,_ ) district and - preliminary plat for the .+,rs o one :ins a 1 0i0 S„ 01 i d with h ice. w:3 tenants. P 1e N , E,rt,r..i`-..., g 1986 [ and Use gjc`a,' designates this area D-i~_1, mixed residential, (13-6 us n 3_t.,°~s `')e f,_ _r.j . t c.:'T A2 amendment will be necessary, _ f,t_;~r the site is vacant '--i f,_ c ? :}.J o C: SITE PLAN: Cut i':' a. .i?a-- _ cI1. _~I. _ along yl~~ Avenue. The rear portion rises quickly to wooded knoll nearly 0' above street grade. Across _.)uckvi0i_ 1 Drive to i. north and east is x, Town Centre 7 0 8th Addition (Cdt...) „ Pot' L otva e2 (-.;C) land is to the west and +d undeveloped property _ n Cq with i Hidden lJ ti o. _,,vrihu'nes .I. to the south separated r. -mi this plat by the mature t r e e s on i both sides of the property line. The F? ' l ; a.l. d.., ? g coverage is 13% gross area, 17% net et arEn1 and 30% is Perm,'.tt ?ua All building and parking setbacks _oltt orm 1) Code requirements, The 12,000 S.F. bu.ildii<, occupied by . a,.,.i.,.1, fit-at (3,330 S.F.) and H<SI.;:+jaY°.°.. li,uni; {8,640 S.F.) would share parking and single loadinq "t, on the back W the b.w? lvi i, Code requires 80 _01 '`?1d{' parking stalls for a building this size r have been provided (1:150 up to be r < 20,000 Sm`t.`x)m Since on ) i" - proof of 4.!_ stalls cannot b~.. demonstrated with this layout, i variance will R)._. to i L. O ? t h e proposed number. The loading area w i l l be s ' , = c I f r o m t south by the Er'nle change alone. A three Li t_u.] tv-.I_ -y"i11 bu . , ' . r ) t u t. : 1 along the southern property line of t h e area between levels iarue e?tC.)ugh for planting, Jit s.di,, 00110 7iree 01>1205 ial_ s. at. be '.I will F. t>e . ~ u' ~ ..-...E» A in al . .~,~S S~< ~L t~7 c i-%. S..cn... ~ i ,i grading plan 41`i Ll be required with the final >Y..._ submission. it must be compatible witi', t h e _ 1 i_2 u n t and species oil the no tr ]I; e r c 1_ a properties, Pr i} r y ,:?it o E?e, be determined prior t the final, '?U -d.i'i t I _ S c ti as should any mounted o t .t since no pylon has been requested at this Y_ime. (aRADI NiG{ '0IH INAGE~ is two-acre development located an ne 101 side o- D,k..kbbf ood Drive just east of Denmark Av_'"i;.a.c, is pi opoa,eb v-,, . ~ co1TFl!'aC~°s From the t_.c~ of adjacent to s(._. u - , ___~~y1d~~~~ ~_F.~i_._a.G townhouse to t i o 1 i_ on J the south to the bottom , : i. pond the east, i.. 1 , ( 0 t_ is . _ 28' e i F i q t,1 1 t C i. e n . L pr v~ J ! Es s, construct "j_ 15° high terraced retaining wall al;(' the e south --Lt; s A oJ " q a substantial portion M this its - _ v ..3 t i r'q i, The q? 1d.._, s plan also proposes to complote the MoveLopment of the south l of Pond n f r 1 v e in the eastern corner to accommodate the City's st or, _ 7 .v 2_ requirements. ~ This repV involve - _ _ o 4 . a _ Sri. of t_J T;1e?"l' o.. to c~ loading dock on the south :1 _ the li'`.. _ xl. g Eh a semi-recessed resu 1 t ing 101 cross s lope grade of this soiuulner- se-r-f ice -oacl Ji- S pe not feasible or aC__tpT abwea To ot t.<_iL an acceptable 20 cross slope the v 0,1111 .t1 aid C_~.i.: another I..... to the height of the r:-`tc. in.i l.g v'JaLl. Due to the __,aCXE'<.ua__e preliminary design of the overall drainaq~_. plan submitted with MS 0]t ? .._a o."!; extensive enq~neering reviews had Lo be performed to ensure sure continuity for the e existing < 1 _ [ patterns i n addition to handling t h e runoff _ ' '1 er .;t _ A E1. olri thi's ,ti.jt(. __~:A ~~ifl._.'_Tta~~~1t l`~t iris Load of per f f!.;.'C~ _.ti ~L~ i_ a review, , . U r. ? . bad c L u i - l assign } 1. to > s _ n on behalf ._i L the developer. Tbesc results indicate additional storm sewer facilities, being 1" qu f Y'= to handle both ._i._. . i_t_o_"._'a and external 120.1 0]' as K affects the d2veinpment of this property and Us proper discharge into the City pond on the east end. The drainage nag_ system as J[' ^sf,iJ lvf _ t b this 3 pT_"` 1 i_.:.. 1:; _ o' is in-:. dec ua. a and u, T c i'_ .b_e without incorporating !he p_ t_' 1 _i iu _ design C he City's review. UT 11, 1 T i ES w Sanitary sewar and water service of sufficient size and elevation is immediately available within Duckwood Drive Lo provide this proposed 3 n1_ to , ~ ,s3.? ~~i~C-Cw 1...._ existing l3e water lateral service stub Ft"o"i ia" iVt D_ 1. t.r`' will. have to ,.X- erx to the 't'0 , r 1 to be property 1_T1"l:~ t continued with further development to the west, providing for proper Looping. The s i z e of the ' individual 'V 1 services s o f the building w i l l be reviewed :_1 part of the building permit application process. s x t This application proposes to construct only half of the required common Iriving aisle alcnig the west property line. This i:5 inadequate for proper t. a.w ( _ _ ,_a. r v ii,rit _ona Either the entire driving aisle CiiOU.[i _.01.11.1 Wed within this development or adequate ale easements should be obtained to ail low the construction of ZE.. 1 0 1 l driving aisle width t.. along _..a.. west property line. i1 driveway access points to :_J~~,_ w.(_;:.e __11:?~ v_. a.. i'1r'±. acceptable The two ~ 2. or compatible with Dl 7 oT'I o' driveways on the (11)01.'1 .,_.111' of Dun,_w+_}ts C, Drive or the common internal cross easement dI`iv rdg ?31sl e through 1=a property Lo the west. The access drive at tt' nJI" __,Cero I?JsL i Point of 9- C t - property i'~ uilC. be eliminated and relocated approximately 160' 1 d - h o, p r o p o s e d major entrance - into the Town Centre 70 >~`~:1 Addition ~~~i~~a'eFt,t .).lid[: f,;_ and constructed at i ,ini°, :'l 30 width .,7,'. 1,1iOtL to proov _ _ or 11ie re,, -i SS tx af_ W movement from the west. AL s a€ t h e _T o _...t se- _y iii- i G'A'Y.°;z S 0 1 1 . 1 1 1 y . < b c,r e L?]11.1.,u ( : , : _ ' C 1 -I P _ d c ~ J s 'cI _..W t 1'tw r sr?'l 1.. ir ma to l' driveway access. ThA v, will require _3. redesign of L__., iTI i.. e7 n:'1.l traffic circulation and parking fat configuration which OOUICz then for customers, employees and t acc.. c'.`- should he is ! to 3 minimum _ L,''_._ ,iW As slJ r the com, i oL c• j vt'- z_7 .t it sVsLem qu ca,_, _ tri lw3y along _ s a . . i;T~~ side of D~.~.r.~I..~~~rJ~t Drive c3~. i ~S this is voL1~ti,~~A.~~, S E SS '_NTS: his .1:' ? )H..H '1 w prcv _ 1 assessed for L_ frank _ , r•. r 1 T ° 1 , 3 1-r-, ~-~trw'vt improvements Onr ilm nKi sting Dockwood Drive, However, a 1 1 previous assessments ware levied ar nhe single-f"Mily or : ` . ' . residential 1 ;1 a and not it _1.'I _ r . senj _r_.,r is l rate. ,F _h5;.> property has um yet en issessea for trunk area storm 1 sewer. to this _111 ~~tA :_c fiF ~ M., _ _H-; Jell,.,_, I.: YAM 1 _ proposed commercial use, These . as _ laws. j t al x m t < t_ 3 Amount ro . Water Trunk Area D , . . . . , o l a r s _ (Upgrade 353.16 E t i x Q& 52 40 Lat. Benefit from TruDk 1 7 Main ( pq.'. 1.>w) R.38/10 2,934 429 r k Area Storm Sewer 60,721 f. 5,129 42'') Tot i $17a t44 Rate r...t.,c.__ i`f._Y'eC,_e between commercial and residontial rates. final _.~__r ,1 a._ ,i~I_, :1cSt _ L.-- C) 'l on vyi -x.17 t.. . N _ ' et in _ _i nd it..t Ii,I Cdr? 11 be hisea a he i At _ in _I1 _,;t at s A,t of final plat applicatinn. .IFASE_`Pl EN% £ a" s..I Gitz1ar..- Ot`.._--WA PERM 1 S: A . aL J right-of-way must be o% o_ the existing D.l_.k,5o_.i t ?1?' s Adequate Vic,s'y'i1C.r';;.;= for dedicated i the po,...di`<<1 area '7J previously been ..%.'-H'' t _ 'H ; 'h C`i7'' in easwrn corner of this devolopmanf. There are no outside agency permits anticipated a « requirement gat. R & B CONDITIONS: I , was _ standard platting conditions shall be adhered to, 2, variance to allow 9 parking stalls shall be approved. 3. A landscape plan shall be t i_'i t ?__he with the t in al plat submission compatible in sizes and species with the adjacent commercial properties. The ' financial guarantee shall not F7 until s released - R d'. ter one year from the date of installation. The Ss, portion of the parking lot shall be suitably screened In the residential d to the south. 4 This aI t sh i adhere to E~:_F Sign Ordinances. all applicable _ib N s rooftop fan units shall b ! _ 6e T trash enclosure(s) must be located next within toe building and approved by the Fire Marshall. No perimeter trasn, enclosure will bi allowed. 7. No exterior storage shall .t permitted. the J . All four sides of building shall be constructed of the same materials. 9, Shall be subject to a parks tied ? our i n fee. L J_ The two proposed driveway connect be .,J!xao _Jlc ; t.: s.Lo one TI d ,?f access ,j1) Ci Ki11~? _o1. 1_60 southeast v._ ,._o northern most corner. A 3 cross 'aS.,iie_d_ and driving 0 Is_t _ sh .rtvvr _ ~ 1 ~ be dedicated . .i.C ,l f-. major l`~a'~ it tir .T~ ~ t.. to, west2rly property line. € corner _4A1 L i., .'C:'Y7 CC-l1t t Cif. ,t~C~_ >?.Q area in the southeast provide the required storage volume in accordance with the Comprehensive Storm ewer system. s - l .:,fs~l i_ i ac' an internal ststorm sewer system. This > development shall --1 to handle the ons.t,F' runoff and the drainage from the west W discharge it into the pon3ing area in the east corner. if any portion of this project is to be _ _I"fv? i'.W under City contract, the project mast be l'it-hur ize 03 Council action prior to final a approval. 13- The nte,.,._al traffic circulation and parking lot layout shall incorporate the minimum 24s driving aisle _,'1L with coIIci F`to and ~.~~i~~ gutter perimeters. especially in those areas where it encroaches on adjacent private property- 14. A revised 1 f z 0 d i. I r:.- 11 shall be t I l s?l i i .l providing proper cross slope! and parking l o t grades f''in ,-f}.e, service road_ o't the west and south side of the facility. This development shall accept i t s r n obl q e 0 . `i ? pertaining to additional <+4?j upgraded special assessment's. 17 - - - . - a'LZt~~ ~,sF_.i r,i~l.[lei"b._ >>il~is S ~.k'`_IiCs l~t"1' g~t e 4~d~'~~._ _ taL _ _ - to _.P`" G. _ property ine , or cant _ nua i.on_ of e v . .6 7 Thi developme,,,: sh ali be ,"e p _n, 1_'d_e, fur t_he Lttst llation oC c~ ..sfe 8 i~,_ !iiliTAJ:_1s t"~2~_~.. iblC)"f;tt L ?i`'t~1,'C~C~i A_i",..vcam 51--1 r 20 G fJ` I ~ ce II v s,. na ` 11! I f l ~ ~ ~ qµ6 IR. I~ ~ 4 L, AR ft EtiGLF- ` ,y ~E b hll i V ly _oFfaaarm~ "'P n I 4 ti ~ 2,N a. - 16 4 * D -N R&D D-11 D D-ih' 1 1 z LB ~T Pty ' LY1 D-I IV D-I VICINITY MAP 'JI 1 91 ~ '~*a" 0~3 tP ~c~n®n tlt.. eS , ,r o ~ go tzo c ao rto 6 CAR(S j I ) 1A ~'y 7A£ 5e n--TtJ op raC 1W gvJt xTCft aF SEC./S~ T. 2.)~R. z'*., UH rto Tx COUNT y,~ Rt~N n/E fCrA (Y'M4 LO+trN Ex Ly d P TIiC LOT 1 a. xE<oAnFn rc-r oe r000N rely" F)4f7 A -11-01 I I I ( °s. 7,CARS wo ( \ sn i b I I I 11~CA~S I 1 j GROSS AREA 90865 S.F. I I( 12(CA S I I I \ NET AREA 68721 S.F. ~--L PRESENT ZONING R-4 PROPOSED ZONING CSC LOCK y BUILDING SIZE 12000 S.F. co NUMBER OF PARKING 59 ir 441 cZk. U m _ a> LOCKER U-~ A STORAGE ' r .[net: et.e rr .ui ?K~i rt.o _ _ w xe -`u gyp CONSULTING CNOINEERS PRELIMINARY PLAT ..eo .e ~wou _ ROBE PLANNERS ®ntl LAND SUAMOR3 s~.r.~~a a. „o RE PAkEU FOR, GINEERING LOY TR COMPANY, INC. o c CERTIFICATE OF SURVEY AND GERALD BRAUN IDpO EaiT ~46w STREET, ;UNnSVtt.LE, u~nn[Spis a51SY Pn 431-SOpO wnL SOYA FAG- L., . ` • _ ,o ":".gib a .,i . i t I ! k I' ° • r r~ ! E( i! i I¢ I 9 4 4 t:L t ! f_1 N sa^ - _-_'LocNEn s rr8 t k ate'!, c?~f~p. rf " , umne. :.P .a.s sv sae a.xr _ _=a PRELIMINARY GRADING fi CaQO pftELERfOfl: CONSULTING 4NDiNttAt. r_~tl_ea•-s-j EROY ROTFIER KON94AS -4 LAND SUAV4VOAS •.aa : s AND DRAINAGE PLAN . ti GERALD BRAUN NESOTA CMPRNY, R AND B ADDITION E. WIN) CAST 440. S. -ILL4, MINNESOTA SS11T MB 412-SOOO y N aG 4.le Y\~ \ D To ba 94 too T T-J__ T I I ( I I ~I ~ 1 Rft ck1'rn ro R AND B ADDITION ll v as'se"' \ ~ ~\^v BcA. s 0 COCKER STORAGE F"'l OR Taf NAt'c t~q COXSUtPlNO EXOBXf Efl4, • } - _ J RREFAREO FOR Ac sE PIPXNERY and IRNp SUOMORS ` ®N: x_ - = LROY BOTHER RING COMPANY INC PRELIMINARY UTILITY PLAN GERALD BRAUN 3ptin aAitJNF ^OiA tOQO Ed4i -4- V-EEI. RiiakSV l[IE, HiPowE50ia 559}i tU +31 ~ ~ / .:•.o tR~ r 112 FOX {8a: RIDGE f.. (..~.9! X50/t f rt / J~ '~f f l / 1 E 3.93.0 57 /73.0 463/E2,0 / iori { 7 5 ''4• EA f i I r'/t j1 t SITE 2 56.2/67.03T t 2N[? DDITIONi Ta" 30 55 !Y T I 's i s 30 " 084.7/98.0 1 , ' tIk k~S 78. /96.0 E C s r { I. J!.. - - Q ! 53.3/68 'K D6 r/ l u 11 i,`i ~h ~1 k .2.6 J ~ 1_,l r I d ~r %0 18 2. 6 67.0 5L 1 SUBJECT PARCEL FiG. city of eagan sal I~~ t PUBLIC WOR WATER approved, (e KS MASTER PLAN LARTME..V 8554 D 26 1874.8 S. 7 I A _ .8 8 9, Io Des ]to -DP 30- Ga _ $ 48.0 rd 0 8 P'. 2 0-r p601 'bEPd CEf~TTI~NPa L..... TOh R 901 24C- tf~ HTS 1B / - , ? 0 ~1~" 11 Ir DP2 904.2 I DP--l A pDlw'. 4,~ WTi7i 89.0 L /897.6 1 Q"LEA '1ftK 882 7 Gt~H j! I~ i I T 12 z r DP -2Z' 873.1 $71.0 ' .wr ^k4FTC fl - L X tG'f~N 882.E rl` r 880 P~g86.4 j f P'r CF 1 $44.0 --x-698.7 cz, ~i 8472 r 88 r' G ! 901.5 JP-6~ 99 7,3 JP-2 893.0 t LT5 C+l 1 892,3 844.0 k~r'{1JG' ~1 ~1 iw S 9 3. 3 Q, s - 12* j P J 24" - ; { II 8~ $15.7 1 JP'®44 K 890.7 I 1,~ ( a~ hcp4 P ~NE 8300 895.7 1 JP-5 E ,r- b 1 ~ c 83410 ~ t . N 'P T ~g rv r~ I y CITY t1 ~i HAIL T P4, (4 92' JP 10 v ~u f a/.O D. 830.0 5 r SQUARE El P - 2' '-J P -49 80 862.6 8 3b. :368.0 S 818.1 SODS 8300 48 P- 9 P=3 .7 870.6 `1 830.0 ...36, NC 8T3< P' 7-PATCH IPlL8W~.4 27 3 s 872.4 t / i 865 2 \Rf I a~ Jdd SUBJECT PARCEL FIG. *1 1 - - roved : standard LIC STORM plate : PUB 'WORKS DEPA TRMEN MASTER PLAN XX. i j j I rye ! F ~ E • +a.,s d S3 3 .i 'o m i z ma co m caGam mY b:. g m (7) i me = d" j ^a fn ('yIwy s81 ,11 `a9 Ava' s' i! 'O' s 1 S 'LR RUN'K AR EA - 6 8, 3 63 16 R AIL W" ®atttt DUCKWOOD DRIVE UPGRADE .363.16` fames f ~ pry ::a,; °~~L;. m ./'gyp :°a,".°.°. ; : Tat . n 'n r fal C) ~ < az m m > `ri .0 zz r C xr- z m m -ate -C I~ mom` m o o co nt z 0 co m 0 -4 t-l AGy 00--1 (1) ~i I ern zzmm IC zmzicza> g Pt cnr C)Mm CD (D (D I CD 0 0 C) -4 CP k.. Rt °o h) 0) 1 431 e t A O co CA v3 a) 0 > mt 'Z s WATER AREA 1.68 AC ` 363 A LATERAL A E .16 CITY OF EAGAN' VU ;_1, l IZHN NH, 1- t2S='WM ,e, RY PLAT, ] ANUH pp aAURENT 1 I3.. i UN --ItU.. _ A 1 ANI) n (t 1 ° '1e EX117ING ZONING: A (AGRICULTURAL) DATE OF PUMIC - ' . D m PI ANN Ui , AND N ri N ( , APPLICATIONS: S'T Q a cis l i C , ~ hppp ul V ad 5-1, , V5 /xq3; 1, i W (l\ if- ''t=> t;;:' 1. - 1 p:j f ...1 r nn" r . l LlI'1-l<.1''` t'K'L C;_ Hy, Wu1 & M _ - _ , Wk. 1 i r ~ [ C ~ ?C ~cocal 1i.un.f i~ Ku Plan WFW~.!P~ rLn' ' no ,n'.i iit i ate' 1 NA G11: There its au o1 r a.: . - sA with Lots subdivision. it is m 1' y splitting i... large d Lo a l_. r 1- : socand i.J u_' , ;..1 bLE' Lot. Any y excavation activity I i L be L< C 1.f;-) place A, ,Ui the -1u'_ 7 z. of a i.:<<1 i:...'i Y permit issuance. W,IU. T.IESo Sanitary b'`It3r and bya =T' main of sufficient depth .-"1; capacity was recently installed within GoLCien Me1 vow Road as cz part of .._.,e Sunset rd Addit.LCl3 to he north. ',3u _.eve k;};;>e_ .inaicatC_s and t~,~ 1= two CCL~.._f~Ii ,ti<ca.i sets of sewer c1 ~Y1~~ wct .°r services were X1'1. tc'tl ._~-i e', 1s-1. z this 1'. 'iou improvement to this property in anticipation of , t~1t; l't. split. This will S1aV.-, to he __C E thrcna". A Cd- tiot-1 ? 7. n7c. P,c 1-t_,n as E:.i__sti_1-, record plans 1C.) not reference these, ionsSTMEETS,i GoLden Meadow ]Road adjacent to this d evict 10[Men t Was recantly upgrided to its uLtimate design section and is adequate t.,:,, A _ --V S This - -i. 7 - -i - h in the cost Yr, ties. tievelco3ment contract for the Sunset 3rd Addition. No add i t i ona r been -r" 3 rs viounly levied f r., sewer. water and Si :t m sewer. ti!r'V'rg is storm sawer assessment was lavied aqvinst only the first 16,500 sq, ft. of _.a a acre due to Us homesEe3led _ lot status at that. r-'h e 't- e Me (i'_''w t ,J created parcel will be responsible for Lime. this _ _ = _ I 0 area 551 storm sower a e s s . . S w_ o v e r i t s entire acreaae (1.3 -'a _ _ cs) with the pi v J ns oa_ e ov storm c. s v I_ assessment F allocated - - against the .~r..l. Z~, homesteaded site. This is ide_r ifia, as follows: Item Quantity Rate Amount Project Trunk Area Storm 56,628 st JO O5. /oi. 3,00i 5:3 Sewer Pinal fiqures will b based on final f area calculation 1 n1 rates in t . J `='cT.. i 1 1 0 1 ' b ` 1 of '_L',aat. _ r ._a-_ approval, C (I' D T S: \T T,_ N` I ADDITION All Mansard I 0Kr *`O "n A 1 This development has_ _ 7,. t<:z_i_1 s_ar, Lary sewer and 'd Ate_" services to the newly created lot or accurate record plans must , .r't and s=~s~~.i t°u to the City v` s- i the x"SI 2~~ce and locations of sewer and E, er services ar e.. r.' it w lots, 4 development shall _ its _ _ _~~.r,er assessment ob l t7at nn ..,r L..iF. entire ure.e created by Mr. newLy created lot. x H0. ' Vol 2 ~ tt ie A -0 PAP 00 Preliminary Plat For: LAURENT FIRST ADDITION Armand Laurent 776 Golden Meadow Road Eagan, MN 55123 Sheet 1 of DELMAR H. ' LAND SURVEYORS INC Req~ete'pd Unger LTwt of The Stale of Minnesota 14750 SOUTH ROBERT TRAIL ROSE MOUNT. MINNESOTA 55068 PHONE 612 423.1769 SURVEYOR'S CERTIFICATE J r 9044 /9G "w Golden Meadow Roa 407 T- - 198 1 c} t+} w of F-- A I fr, % cs- > It a, T" \ \ I 664 9? _ I® -r;27AI, e2360 II W N ® 11GHT _ N D; I Proposed drainage and utility easements to be 10 feet in width and adjoining Golden Meadow Road and 5 feet in width adjoining side and rear lot lines. TA E ISTRATION 25 4SONO86 rROM: a VRAA, u Lnr.%, %_h g rn 'A -P ION DATE: MAY 5, 1987 ri. w RE: a rata c~ ~ to -vep thy. a L _ The 131 itted 4 to Lals, firs' T1 with of las' ren jean for t 5. This is I .o offer ti J P(s 2( also € i. stair: to t)y Ca SLa,zz, (ag by -1--a-, Lth ii tree c__ i b '1 l a q1 lit;, r a. y, p' ow sI Over 1 The The la ing invE cont row in Despit _ laving three all fields at - d Hill, one at Rahn a it Hill f' llo ro " TI have arrivE j in t 'al empl,;-- - hav arc. 1 1 _y to help .a l _1 r°oss/Blue Shiel ' ssisted the dept with it: to G< Health" walk bookle' A. copy is enclosed. T will to he ---blip At Hall. All th serv! ,e, as 1 Is y. C, use. Contracts he an r i to the f( the LCMR/L An ad $90,000 on to the City Sa f( t" is D.N..'s t `A y is p putting the facility f z y ir's plans, be , -.tei . D< 45 rogra y t expect' abou' Le pr( uur.' to s,rc a.a9 , c .fully submitted, Kit/js 2 3830 PILOT KNOB ROAD, P.O. BOX 21199 BEA BLOMQUIST EAGAN, MINNESOTA 55121 7yor PHONE: (612) 454-8100 E(' A, S' May 7, 1987 c rs Mr. David Brown c dr otor Commercial Property Manager EUGENE VAN vVERBEKE Upper Midwest Management Corp. Clrycferk 1106 South Broadway P.O. Box 834 New Ulm, MN 56073 Re: Easter Egg Hunt' Dear Mr. Brown: Mr. Tom Hedges, City Administrator, has forwarded to me your letter dated April 13, 1987 for response. I believe your letter makes quite clear your positio involvement of the Park and Recreation Department in con jlrr " Lo„ business sponsorship of recreation events. I will try to your comments, in order to set out the position of the I " :~_id Department so it's quite clear. First, you should not be surprised over the involvement of the City in an Easter Egg Hunt. I'm sure you're aware of the fact that the City had been the sole sponsor of an easter egg hunt for a number of years, and it was only this year that the City had intended not to sponsor a hunt. This was cause of a number of reasons which were influencing our decision to Aron ti-e program. Please refer to the 1987 Parks and Recreation cal 1 ' gym, , t i,)rogram brochure in which there is no reference to any East(" The Parks and Recreation Department became involved in the co-sponsorship of this year's Easter Egg Hunt at the request of the merchants of Eagan Town Centre. Inasmuch, as we are in the business of providing recreation for the community; we were more than happy to co-sponsor this activity on ~n basis. Inasmuch, as they had voluntarily stepped forward to span,on 'uch event - and it is the City's intent to promote and provide opportunities which are meaningful, low cost and of interest t,.- the department was more than happy to cooperate and lend ou,-,,, I'm pleased to see that you are now willing to sponsor an Easter Egg; Hunt for next year. A sponsorship by Cedarvale is somewhat of a change in direction from that which was displayed several years ago. Previously, the Cedarvale merchants ran an Easter Egg Hunt on the grounds of Blue Cross/Blue Shield. The Parks and Recreation Department also ran an Easter Egg Hunt -,t 3,`.3 Rahn Park facilities. Attempts by the City Parks and Recreation D'v <t `y punt to work cooperatively on a 'oint ve~itu;-e, were rebuffed. THE LONE OAK TREE THE SYMBOL OE STRENGTH AND GROWTH IN OUR COMMUNITY J 1: April 13, 1987 Mr. Tom Hedges City Manager - Eagan 3795 Pilot Knob Road Eagan, MN 55122 Re: City Sponsored Easter Egg Punt Dear Tom: I was somewhat surprised to see that the City has decided to enter 1le Easter Egg Hunt sponsorship. I realize that other cities may do this from time to time, but it usually is for some public area. Since the City has entered the >pon:=,orship in junction with private businesses (Town Center), you will be happy to that Cedarvale will be pleased to take its turn next year.. Since the City er this type of joint venture, I was sure that it was your j )t~,it to s- 1 'he to other retail centers in Eagan. I'm sure the 30 a_valt, appreciate your reserving our center for next year. Please inform your Park and Recreation staff to get a hold of me in plenty of time next year to properly plan the Easter celebration. Maybe you could tell me how much of our $165,000 property tax bill goes to sponsor this Easter Egg Hunt at a competing Mall. Sincerely, UPPER NIP ! MANAGEMENT CORPORATION David Brown Commercial Property Manager DB/rg Upper Midwest Management Corporation 1106 South Broadway P.O. Box 834 New Ulm, Minnesota 56073 (507) 359-2004 Easter Hunt Page Two May ,5, 1987 In regards to "taking your turn", if you feel you would not like to wait until next year in order to take part in sponsoring a parks and rec-riation acts we have a number of events throughout the year, whit, i,. sponsors. For example, Foodfair and McDonald's arm ly $200 worth of merchandise for an upcoming "Fun Cun i Pro,-, " bi_Ue Cross/Blue Shield of Minnesota are joint sponsors of a City walk program. At this time, sponsors are needed for a Junior Tennis Program. The department would be more than happy to include Upper Midwest Management Corporation/Cedarvale as a co-sponsor for this program, or a portion thereof. Regarding the advance notice for next year's Ha ' .,li- eelebrat:" , t entirely up to your organization. As wax done tliis year, I Parks and Recreation will act in an ad - o ry~ capacity, utili , "ur in running the event and communication. c ia-nels to make kn wn of , n F i. te1, Egg Hunt. While we are uncertain of what the exact costs were to Eagan Town Centre, we would expect that the actual cash outlay was approximately $250 to $300.00. Obviously, there were other indirect expenses involved, of which we are unaware, including various contributions from the merchants at the Center. The City of Eagan's contribution was limited to staff's time. In summation, the City has long sponsored Easter, ants. Ho , t a year, acted as a co-sponsor, limiting it's involy x LL to an ad,, La. The Department of Parks and Recreation is involved in providir, and Recreational services and not promoting businesses or business establi-,hments. However, we certainly not opposed to having business establishments help sponsor recreational activities, if they so wish to become a part. Sincerely, Ken Vraa, Director of Parks and Recreation KV/bls cc: Tom Hedges, City Administrator Roger Martin, Chairman - Advisory Parks and Recreation