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PC WATER PARK & HOTEL 6300 EARLE BROWN
< RCP ,1 i1:7. :C' I_ /(pf�p�r¶'III �` - f ? -•. _ 64 r Il. V / = ' �A-BU 9UR�R a-eRebcrr p-auR �--86--18 P- IP P auR - gu P-suRp _ __ } Concrete 51 q^ Curb =.8 i w , - rl�, utz� P _.- w n f"L=$45.61 21 ' Stub 18 CB FL 844.19 _ , .. , •• U o In v.=837. 33 Rim = 845.33 77417T ' EA T I '•, 5� �a�� I n v. = 838. 6$ �.._ 84 7 7 71 z �{:(� � (Per Pln t j I - - .ate ,r'l �;.�:., ! - ,•g4 � .� r' srd�;Er ,b Y = �� a 8 Tree Rim=844.75 z,.. r Q� 411 !2.� r�Et Stubs C3-FL=844.29 ?' ! In 15471 c - < A8 4 (j, 9 � f 1%� Q / � •� i 1 3 I � `Concrete Curb / f r 1 t . s r: •r fi'. �''4 M Y } f r / a46. C �: � 846.,T f % / Bituminous 5b (� Surface f ; �' ;. i a a _ •` 10" Tree I C� x 1 i x i ❑umpster Rim=845.61 : [; ��' ) ` ` ; En �oj In v.-83b.14,t,.=:� 5 ' ;:.;. ' m a, } % } _ h r;•c,,"F:.3 iP Rebor Ir G l \ 846,a i � ti J _: �. s r64CZ 0 � � 30. 39 7O , , A/ rtrF :y.: f, X F3il7.1 *`,C70 1 •1 ''- i I '.�-9+'r.t° 1 `fi 38 !'V ,-i.-I .>t t ,,'`^ Set Spike r ` S / N Ga t [ - `y Wood Fence ri 511. f 1 IW Rebar 4 I T 1 1 1 - ! 1 V-1 _j rn 4. 00 i!f 1 j r F.4t�, T1�; r' 72" Tree u, r;n m rn <9 c� �NCB FL=849.27 E4 , w =1 r. + off. 22 �'x� `s 6 (} Inv =840.27 �.*; rrl. lS:4t.4�. :' �: i� I,I ,\ �\� y r]e;A� y7� •• \ +��C d7 Apron.-$40.25 `�5._ 8..5_6, Apron=840.9ri JA \ h.- - ✓ 'ARK.. of Hydrant -.. f I ; n - 849. 17 f V f r5<r. j L6 _�_. 'Do _ - --- Water Edev.=847.8% I s: x 4 ?, 4 f r h r` ,IJ I CID i 12/3Q%4Nb j24 --847J I � %i y �- ( t;:zL. rs . � $k,�• - `,.`` , I N • � "� � � � �9' f Dai ps6rS�er�t BF' _ Bitumrnous-r•.4, r 7 IV4756'?.9'=E ' S8 �� i �I c�!� I T Y (Per pldt} _ N r17 en y i "` ' `-r i '. 847 _ .._ _ i i . CU ,Cf I ( L P + f c� t No: _. _ -Curb i" 2 78 39 E .,� [`fit QQ �33.39128 CB-710 IV.P05328 E Utility Easmenf ay, :- 25.63 N •��' W it J g S \ 5S2 3 Inv, =$42.24 _._ r ' �o?�'�T. `r a 10.00 Document No. 3339 129. 35.14 N-S i a �..__.-.� _ _ >��m _ -- -S&9'06'32" 221.75 `ti j hl -� i a i i 336.77 E ye way ass 30, 32 - N89 06'32"W o ;n f 1 Dacurraen 0, 339.131. 19816 ~� 323,24 ^` N0053'28"E_,:•,;.f NO2S4'06'E f r `" r %j, tq.; r I� 1, •, V, 12.97 �.S07`29'35"Ini' ,,., = 13.02 Easernent r to co cock !,, I x 1134 L30 &' ,c! -� 7.b1:, By Doc, N 12,61 [� y r. �, r', i sQ 31 �� S87" 14 '38 " 4 �- -- z 3339 o, 5s s 7'02 " f, I ' rm �I _ _ .1A, ! u h.a r �+ 30. 75,96 i; ! !I i ' ; /g 11r �r.r, 4.,,- %" I�sT �y`' f €5 L+ 5,. i F'f b4 r i �O�sr SL2. 6 I i �� r' f 1 d L12 Ll41 0019 Sign d �y , c.Jr f/ I N f i , : UOISSIUswo �1i1U1lEj� 1 5. s Foun fain \ q 503 30'01 "E I r. s., zl fi -g49 "� s, N.. '`:� 9.26 11 I + i ! i IA o ---SW Cgrner Rrrr�=�47.88 , �, .- - _-_CB Structure 1 f fl + 1i 1 !L,,� � j Lot r Block 1 Bituminous Inv.=838.46 Surface 4P 1- "f I + j .. 48,6 ?-..1J.C= 0 :T.;��\'Wtzc� pr n-840,3 8 Q ,.'-' 3 d ,. A o 7 J 6•1G,1 ,{ t�'c+fl.f7 r _. / V -ann '70 IWA r 250 Third Avenue , North Suite 450 , Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp.com MINNEAPOLIS c3 DULUTH W 4F_ 0 15 30 60 1� CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 wow Pk 5-19-05 PUD SUBMITTAL J NO DATE REVISION ! HEREBY CERTIFY that this plan, specifica- tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE, TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE: REG. NO.: 41353 COPYRIGHT 2005 BY LHB, INC. ALL RICHTS RESERVED, PROJECT NAME: OLIVERCO, W] 0 T I L 8 &WA"IE"OPARGa BROOKLYN CENTER, MN DRAWING TITLE: SITE SURVEY A LE: DRAWN BY: TMW CHECKED BY: TMW PROJ. NO: 04480.10 DRAWING NO: C1 moo (:E) PLACE TEMPORARY � �.00 INLET PROTECTION . ........ . ..... REMOVE EXISTING 7 T_ CONCRETE CURB AND (' UTTFP Curb PIC, S8714 38 7" 4 3.31-07 847--- j, i I REMOVE F)Q;TIN( TRF[7q TEMPORARY Tj 0 PLACE ;j ree K ..-..INLET PROTECTION All SILT FENCE 4:1 C� PROTECT EXISINTG 4 TELEPHONE VAULT Z REMOVE EXISTING CURB • REMOVE EXISTING Qj LIGHT STANDARD k REMOVE EXISTING TREE AND BASE Concrete Curb REMOVE EXISTING PLACE TEMPORARY CONCRETE PAD Bituminous PROTECTION 4 �N IIj ijj Surface PROTECT EXISTING MONUMENTS (TYP 3). 10" Tree REMOVE EXISTING CONCRETE WALK mpstor N 1 41 IP Ral Arii I AI Y N CIO Jr /P Rebq� OVE F-AlalINU WOOD RAIL FENCE N87-14'381)'w set Spike Wood Fence x X's is tinn "�N REMOVE EXISTING T REMOVE EXISTING LIGHT 58 CONCRETE CURB STANDARD AND BASE AND GUTTER CONSTRUCTION ENTRANCE 0) 4 REMOVE EXISTING TREE _649 /. j 12 4n, • 4, 7 R EMOVE IN J BITUMINOUS TRAIL 'HMA RK., j Z, Nut of Hydrant __�jl '. 1 1 r ,fion=849. 17 _ SILT FENCE j PROTECT j -,J REMOVEEXISTING r,EX'ST'NG BIVNIN(ZJS CURB STRUCTURE REMOVE -------- WGter Elev.=847.81 -4 REMOVES ate' Q i, 12/5 i REMOVE 0104 EXISTING EXISTING STORM 847" TING STORM i EXIS , / SEWER STUB CBMH SEWER Bituminous -qurb LO L j., S p 87`1 4 LIN x J (1) 06 -7- 2. " I '' 84 li—L-4 F, Q FountT L 52 ---_--SW Cornerter N, totl',, Htock I gltum�nousij x/ X. SILT FENCE 00' Surface 4/1 7 ! *•.+ i r 'I f V S / -7 q; 1.4 Exis tin g Rtjildinn 250 Third Avenue North Suite 450 Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp,com MINNEAPOLIS 13 DULUTH Gil 0 15 30 60 CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION I HEREBY CERTIFY that this plan, specifica— tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE: REG. NO.; 41353 COPYRIGHT 2005 BY U-8, INC. ALL RIGHTS RESERVED. PROJECT NAME: OLIVER CO. HOTEL S & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: SITE REMOVAL AND EROSION CONTROL PLAN F] LE: DRAWN BY. TMW CHECKED BY: PROJ. NO: 044800 DRAWING NO: C20'00 f r/j f i•'` i , rl r, 1 f.r I, l j r `;, J I ,, �IA CURB r f -4 a„7ERf!, { j ELEY - 845.80 rI 'I? . 8663 !,! E 1026.76550 I a y 4 k, ELEV = 84&62 }t f N 11929233�o-xfY,, ° E 1008.49470t a gk ELEV - 845.88 ,l N 1170.515W E 1021 06524 r;"° a rt ;-= 17-EY = 84Fi,b8 7' 11 1328.i4888 a c.. •µme ... _-----.�:. .___ _.. __.,,___�.... _-_ - _- . __ _ _ Yr�� --- _ F � � 8�6 24 � 5.0 MATCH DOSING,E 10157$ 1640 CURB AN r r. - . __, ^ - t .. - 3 > x a 4� - `•.L GUTTER- rr 1'r n ELly _ : ,�. „• ' - «� N 148&3 2 03 . Ir E .�,. ELEV _ 84.43i MATCH DOSTING ` N 1+70.85�5'7 _ E 1166.25641 ' WATCH DQS1111G"% p4 2+00CURB Y - GU ,(� 4*13 NB7'14'47 ly 1+00 r 1 l r , 32013' O+ofl I I I° E r �145+.98113 1432 B2459 El EV = 847, j EtEV = 844,80 ; E 118&71738 n - 7.23 y Y. N 1445 81033 1433 46935 7.41 = 1 7.70 E 14 9.4486Y _ E 1153.65970 " 1 49217 N 431. N 1 28.87 27 ELEV _ 847141 g6 E 429. 309 E 1 77 H 1417,0290 7.68fI J"�`✓ iHV411J01190 E 15 8.06 3 fi?ol�e1� E 1056,54974 = 846,50 EID - 847.1 "10.91638 E 1089.72902 w 1210,12712 E 1086.27653 ---"\ELEV = 84&26 N 1212.35411 E 1150,59070 ELEV - 848.07 N 1187.23965 E 1131.80261 ELEV - WAS N 1393.15388 E f190.29= a" - 848.50 N 1177.76142 E 1174.92380 E ELEV - 846.58 N 1371L39241 E 1220.86316 ELEV - 647.20 N 1357.79615 E 1247,802 ELEV = 847.04 N 1344.47505 E 1225,37825 PROPOSED WATER PARK 14 = 7.73 23+00 N 1421. 550 t3 III ; $. N87W27"IY 21+00 I f ;. 9 32387 , 20400'R r- - 10 ti` Q N 1390.9fr i, rf� E 157L 11'�9 I • 848.32 p a o ELI V - 848 58 1374.46819 q E 1 2269 3 v = 4s f9 + E 1366.60475 1361 1 18�' ELEV - 848.50 N 1372,43184 .' E 1389.56763 ELEV = 84&75 N 1366.11899 E 1525.41522 ELEV =ELEV N 229 = 48,06 a 1 4 N 135332574� E 1 2.41 I 135 1 34090 E T376.29141 ',o ELEV = 847.10 Ijr l320,33931 I!j ELEV - 847.06 E 1540.46341 N 1316.48244 ji E 1537.29055 ti� A I; ELEV . 847.$ lI JI N 1 12,96634 ' 1�.03905 -_- ELEV = 847.06 ;. MATCH DOSING N 1292. R8 AND E 1534.34443 GUTS PROPOSED HOTEL tv CD) ELEV - 849,00 N 1175.26465 E 1517.84507 ELEV - 848.25 N 1164 64493 E1333.35747 ---_-,�� f t d ELEV = 847.83 \MV - 848.25 !' a N 1162.75787 N 1187.89361 \ I, � ELEV - '� ELEV - 84 . E 1121.53978 E 1269,73148 \ 16s-98e11 - \ 1 i MATCH E10511N6 N 1 - \ \ 1 Ifi CURB ' E 10%79413 E 1085.5994+ I I IN \ GLITTER \ ELEV = e47.08 , , :�`�< }f Ir I� rl N 1163.38465 ELEV- 84 O F. - ' MATCH Eb51NG I \ \ .64007 N 1127.16181 E1157.90561 ELEV - 84&25 F I ELEV = 847,55 N 1127."9% r f I I N 111B.28771 E 1f80.52815 ��� E 1125.46016 i :: i ,I PROPOSED HOTEL �rt r�� I�u� 847.8+ � r % � � � I � -- � J r N 108&20708 ELEV - 84&25? h E 1155.95597 N 107109276 I F r; + GENERAL NOTES• r r1 j `fit E f177,95570 ELEV = M25 � I r _Y J r qy B1 M= 1147.98 N 1062,4 6 l JJ 106223732 E 1325,84908 1. 8618 CURB AND GUTTER (TYP,) �' E '� t, i1r �? r l ` i c3 ELEY = 847.77 A I `r E i3'ra155 s. 1 2. DIMENSIONS ARE TO FACE OF CURB, 3. PARKING PROVIDED: 1 PER ALLS I' # ;1 + 1 PER 20R RESTAURANT TEAS = 50 STALLS Jr1 p ELEV • 847.72 E 133�1, 6 1 r µ ELEV - 84635 &00 { r , ; 1 PER HOTEL AND RESTAURANT EMPLOYEE = 50 STALLS N 1OW8009 ELEV- 84&15 ;'`'i t' `fir ELEV - 84,5 97 1019r2 . 847M � $" E 1195.5E092� E 1G2o,25366 E 1031,53280 �� .76 E 107a+19930 N 103&36659 I : TOTAL OF 35O STALLS 4q' a 1287,,0p,7,641 &( i r J d E 1062. �!{2, r r ri ,r� � 4, ZONE CIA MATCH r.�. R8TTEIi f . 5, WHERE NEW PAVEMENT AND CURB AND GUTTER ABUTS EXISTING ELEv = ;'`•4 '' { r PAVEMENT, MATCH EXISTING PAVEMENT, N IOM9084 +i )�, fN 11011,931164M\ e A.: r r� E 1114.23888 E 1330.82652 MATCHE>WN0 �I'• Q4832 ''� 5i ij: r � AND GUTTER s.. _t -�c�- � N 999.484i1 .. _ . ;....��. _ , _. r o . • _ .., d,, ,, , - :... ;. :...._,.- --H- r -.r; ..i ' ELEV - 84&59 �.. �l r}' } E �- --MATCH-E> TIN '� � �a. ,..3� E i2i&W947 i` N 994.58560 -E 1316,335IR ° ' r Ifli I �1 i ill • '',�, Ae ,•� ,� I 1 250 Third Avenue , North Suite 450 , Minneapolis, MN 65401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp.com MINNEAPOLIS o DULUTH 0 15 30 60 CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5 19- 05 _ PUD SUBMITTAL NO DATE REVISION HEREBY CERTIFY that this plan, specifica- tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE: REG. NO.: 41353 COPYRIGHT 2005 BY LHB, INC. ALL RIGHTS RESERVED, PROJECT NAME: OLIVER CO. HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: LAYOUT AND SURFACING PLAN FI LE: DRAWN BY: TMW CHECKED BY: PROJ. NO: 04480.10 DRAWING NO: C3n00 } l� e- _,1 "'_...�•.. mow-- _ -_.,.— _ — _.._ - _-- qjq r :�.,f ,, o _ ,.,- F_ •;yam, _. _.-....r �,��..• {__'. _.--..._ �_� ^-•.o--�•-- _�,_� n �__ _.. -_. ., .__. - --__ _" _ _` .— '� • / � /•f � t '`6' '��' , ' yam' `." r� r k r `r Ss�js�r fr 4tl11 f r, /r y: r' ,r p, p , �•f r'. t ,.r t ' S •1 '! /1r fy 1 J' 1. i 1 di u, f Jf I ! 818.40... it I t r 846.50 o I I{ 7q a }} j r GRAM ter. i )(ELEV 49_ I r' IJfr "i'( H - I�I! �..- f Ji? ) 'JiI •�� �� �'. 1 ' ' 17i f ¢ 1- f «cr�,;�1 1 :�' . __ .,--•u---li'�i.Eif`i7i`'--r.....,._._ � - ... MA74 ti§ 1NG MGUM 1 l,;' , ! J -- rI •' 9r" - loll ��r I iV���94a30 PROPOSED WATER PARK PROPOSED HOTEL r r, l�j ! 647M 1,k !i MATIdi RISTING I I I Ij I Il MATCH Dram PROPOSED HOTEL I I ` rs 1 _...., 1 lj � rY' r - `� ` r t, ''%•' �Y 2i-i ti-' .� I,� { r I f, .` I i err, �r • � � \ , if t i r 11 v / GENERAL NOT f I �! ! 1 I f' ' `f' / 1. SLOPE GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS, i r f, . I It. �' t`.,,�;- : FjrraJ 4_•_.f1--'1 �. � i � � t � I i i j l` /r J II 250 Third Avenue North Suite 450 , Minneapolis, MN 55401 T EL - 612/338 2 02s FAX 612/338-2088 http://www,LHBcorp.com MINNEAPOLIS © DULUTH 0 15 30 60 CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5--19-05 PUD SUBMITTAL NO DATE REVISION HEREBY CERTIFY that this plan, specifica— tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE: REG. NO.: 41353 COPYRIGHT 2005 BY LIB, INC, ALL RIGHTS RESEi7Vk'O. PROJECT NAME: OLIVER CO. HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: GRADING PLAN FILE: DRAWN BY: TMW CHECKED BY: PROS. No:. 04+480.10 DRAWING NO: C4n00 : -. _ - 12 yj t. SEINERWATER SERVICE `j :TING . -�...� CONNECTT TO E)0S11NG I CONNECT iO EXIS Rid' 844.83 (FIELD INV -840.83E ,. ��., •- ,. �._. � .uH_ _.._------- . � _.._ _ � -- - -_ -- - ._ - - - - ' NV - 840.83 SE .,•�..+ r ,.` li✓ J. ..�� _ - - _ .__ .�-- __ .. -•-- _ i _. is2 LF Rtp --- - - 12f-.�7f': _ _ , �'..� ,' r'i / .r � r }, , �r�k i:FW,,, ,.,�'.. .._.___ _.. _�_ _..___•.-.- _=.w= T�-il .. - " � µ :r ~COFIdECT TO DIMING; 14y 13 r �, T� t _?_ "•fir' WATER SERVICE .., �� \ {FlE1.0,'VERiFY).: �_•, i� ` ��_.� 4 I J1 ,,i }. r. COMH 7 RAII 646.24 •` r r� t ROW 845.68 - INV = 841.68E INV - 842.24 h ' \ INV - 841.68 SW C811H 8 i ti• i � \\. 23 LF of RCP _ , \ _ C8N j I Y i,�� a/ Y`RN - 847.41 H 9 I JI j r� G i:--. H - , R811 = 84741 INV = 842.79 E ' �' CCMECT TEf E%iSTIdG £} y r' ) ? INV = 842.79 S INV - 842.94 S INV = 842.94 W SANITARY SEINER ,' INV = 842.79 W (FIELD VERIFY) <,'• '•I l 11 I' • Y � _ EE Yam.. CBYH 4 .�.� , E l II :: lr . = •-_ _ __., _ _. _ ._ _ __ - _ �, _ - - - - EI t _- <. % :'.:• :a• RIM - 544.8a r...:- w_ _ ! ' �r <c�~-'cc 99 INV � 846.78 SW c,k INV W76 SE 24' RCP _ i iI! J p ! •. E i` :' /. , :` !_ / ;. lh �'a k h�' ��Ct�� -f - / ��'ti •� '.-r� .�',� ,' �''- ~•- s �'r;rh - \v .. CC1�« :�_.i � .._..�-..-....__._-- 'a.. I�I. � ii III[ I SIMH 1 844 RIM - .83 - ? i \h INV - 340.78 SW . I INV 8a7l NW : CBMH 5 _ M1- I U "Ff' � +� f ��; L INV 842.05 N�- ! s x/r : ^:__ 30.15 . 4 . �. r ENV ' I f *. i 1 r / i ! CB84 10 I ! i f 4 N ='841.80 ! RN 847.10 INV - 8430T0 S III NH 1 CB 3 RIM - 847.34 I RN - 80.23 ' s?:/ \ ! I I ' INV = 83$.24 N INV - 940,98 i%�, d - � ,? r ___..._1 6 LF IN' RCP r INV - 639.34 E RN - 847.04 - g',INV - 845.67 V WATM 1' SPRI SUPPLY i-,r^ f ,.,= I , � ;rfl t I 1 L •� � �`� r' I . .; 4'. �., i,• !`! •�1 1�� WATER �r SPRINKLER SUPPLY I',+ r .1. l �/ ':/ r � LL h �l' i ' _ - •--� I II; � If f, SI11H 3 RN - 847.39 i fr i 1 i INV - 841M N- f INV = 841,83E L LL r 4 J +IL! /p /� INV 841.83 S f I Ilr i �I ,Ire I i IM ;RIM = 8488 r. _ , = l I - "(r f x` a` ' INV = 841.88 j E ! CONNECT TO E14S11NG ` RIfA = 847.11 I I! r, INV - 841.80 N I '!j 78 LF 18' PVC i J WATER SERVICE i NV = 641,78 W cc lt, r-cc to {FIELD VERIFY �, I INV - 841.78 Sl _ i F CONFECT TO DIM SANITARY S (FIELD VE i f !� -� �� _,.. -'.ti v rtl 1 Ij i` t � .. I �^!i4 t I � I •R'�, i.,:___�'...:-.,,_:. � !I '� i� �r, 'r l....__ - • n • Q4A / -`�� yl / � - I' �_ �_ ,�r r �t3 ��'^ -��(.d4�`" j - ij s i . -,•_ •_. _. ._. - - - jJ, E I b N ATIER SPG �L�R SUPPLY r, 1 1 f•1 r i !, �v r I IIx i I I �: RIM - 847.77 f 1{ r tl INV = 843,77 I I I i f rll X c< .. _ �v w_1 TIP RI 847.72 1 G J I STM 2 in NV - 843.47 N RIM - 847.23 NV = 843.47E NV = 841.54 NW NV - 843.47 S - 4f 1 i ry br`• NV - 841.54E v ��� I j f z •` 1l �' J _LF 24,.+ -_t 67 LF 247 1 ` INV 840.05 I rl y-,II,,I � y � 11 ! �• - » » 'r R ` _ ' RCP iJ , 2 » 0a CP 3;3 j f .- �..,.. •, �f ''.,emu - - -- __ _ � Ir r • � jI '' I UC1 E% CM ---- ..----- ... 847.88 RECON51RI t ff INV- 841 I : NV = 841.44 N 1 1.44E � ,� (,.:• rf --� � I +' i I lit ,I _ : - I-, _ �,.- :•• ilf 1 I ��' J "_,. `• • Ir ,fl 'r i { :I.- .-.�,_.� 'i''� '`j110 C. 7' '.i (: D', c'i=i � f d'•ril fr r I r 250 Third Avenue North1210 Suite 450 , Minneapolis, MN 65401 TEL 612/338-2029 FAX 612/338-2088 http://www,LHBccrp,com MINNEAPOLIS DULUTH OF, I 0 15 30 60 CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION HEREBY CERTIFY that this plan, specifica- tion or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: _ TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE: REG, NO..41353 COPYRIGHT 2005 BY U6, INC. ALL RIGHTS RESERVED. PROJECT NAME, OLIVER CO. HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: UTILITY PLAN FI LE: DRAWN BY: TMW CHECKED BY: PROJ. NO: 04480.10 DRAWING NO: C5000 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NOTES: 10. I. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE EROSION, SEDIMENT, AND POLLUTION CONTROL REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES BEFORE, DURING, & AFTER CONSTRUCTION UNTIL CONSTRUCTION OF BUILDINGS AND PAVEMENTS IS COMPLETE AND VIGOROUS VEGETATIVE GROWTH IS ESTABLISHED IN OTHER AREAS 11 DISTURBED BY CONSTRUCTION (LE., FINAL STABILIZATION), DO NOT BEGIN CONSTRUCTION OPERATIONS UNTIL APPROPRIATE MEASURES ARE IN PLACE TO MEET THESE REQUIREMENTS. 2, AN NPDES PERMIT IS REQUIRED FOR THIS PROJECT, 12` a. BY SIGNING THE BID PROPOSAL OR CONTRACT, THE CONTRACTOR IS A CO-PERMITTEE WITH THE OWNER TO ENSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) GENERAL PERMIT MN R100001, TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. THIS PERMIT ESTABLISHES CONDITIONS 13. FOR DISCHARGING STORM WATER TO WATERS OF THE STATE FROM CONSTRUCTION ACTIVITIES THAT DISTURB ONE OR MORE ACRES OF TOTAL LAND AREA. CONTACT THE MPCA AT 651-297-1457 OR THEIR WEDSITE AT www.pca.sto,te.mn.us/water/stormwater/stornwater-c.html TO OBTAIN A COPY OF THE PERMIT AND APPLICATION FORMS, b. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE APPLICATION, PAYING 9 APPROPRIATE FEE, AND SUBMITTING BOTH TO THE MPCA. NO CONSTRUCTION CAN BEGIN 3x UNTIL 7 DAYS AFTER THE POSTMARKED DATE OF THE COMPLETED APPLICATION AND FEE SUBMITTAL TO THE MPCA. c, THE MPCA WILL ISSUE A 'COVERAGE LETTER' TO ACKNOWLEDGE PERMIT COVERAGE, COPY THE OWNER AND A/E. d. AFTER CONSTRUCTION IS COMPLETE AND SITE HAS ESTABLISHED 'FINAL STABILIZATION` ACCORDING TO THE PERMIT REQUIREMENTS, SUBMIT 'NOTICE OF TERMINATION' TO THE MPCA. COPY THE OWNER AND A/E, e. APPLICABLE PORTIONS OF THE PLANS AND SPECIFICATIONS PROVIDED IN THE CONTRACT DOCUMENTS (E,G,, C AND L PLANS) MAY FUNCTION AS THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIRED BY THE PERMIT, ASSUME RESPONSIBILITY FOR REVIEWING AND ACCEPTING OR MODIFYING THE DOCUMENTS, AND, FOR IMPLEMENTING AND 14. OVERSEEING THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) BEFORE, DURING, & AFTER CONSTRUCTION UNTIL CONSTRUCTION OF BUILDINGS AND PAVEMENTS IS COMPLETE AND VIGOROUS VEGETATIVE GROWTH IS ESTABLISHED IN AREAS DISTURBED BY CONSTRUCTION (I.E,, FINAL STABILIZATION). OBTAIN APPROVAL OF A/E FOR ANY CHANGES PROPOSED TO THE DOCUMENTS THAT AFFECT THE FINAL CONSTRUCTION. f, THE START OF WORK CONSTITUTES MAT THE APPLICATION HAS BEEN POSTMARKED FOR AT LEAST 7 DAYS AND THAT THE CONTRACTOR HAS ASSUMED RESPONSIBILITY FOR COMPLYING WITH THE PERMIT REQUIREMENTS 15 3. PERSON RESPONSIBLE TO OVERSEE BMP IMPLEMENTATION: 16 AS DESIGNATED BY THE GENERAL CONTRACTOR 4. PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATION & MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM: AS DESIGNATED BY OWNER -------------------- 5. NATURE OF CONSTRUCTION ACTIVITY: x I THE PROJECT CONSISTS OF A SINGLE PHASE OF CONSTRUCTION FOR TWO HOTELS AND AN 17 ATTACHED WATER PARK TOTALING APPROXIMATELY 72,500 SF, VEHICULAR AND PEDESTRIAN PAVEMENTS, AND TURF AREAS TOTALLING APPROXIMATELY 4A9 ACRES OF DISTURBED AREA. THE AREA IS CURRENTLY GRASSED AREAS, AFTER CONSTRUCTION, TOTAL IMPERVIOUS AREA WILL EQUAL APPROXIMATELY 4.58 ACRES, 1) AND TOTAL PERVIOUS AREA WILL EQUAL APPROXIMATELY 0,31 ACRES. 6. POTENTIAL FOR SEDIMENT AND POLLUTANT DISCHARGES FROM SITE: THIS SITE HAS A GREATER PROBOBILITY OF GENERATING SEDIMENT AND POLLUTANT DISCHARGES DUE TO THE SIZE OF THE IMPERMEABLE AREA TO ACCOMODATE THE PROPOSED 2.) USE. A MAJORITY OF THE STORMWATER WILL BE DIVERTED TO AN ON -SITE POND. 7. LOCATION AND TYPE OF TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND PROCEDURES: REF. CIVIL (C) SHEETS AND SPEC, SECTION 02315, 'DEMOLITION, EARTHWORK, AND EROSION CONTROL.' 3,) 8, LOCATION AND TYPE OF PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS 4.) AND PROCEDURES: REF, CIVIL (C) AND LANDSCAPE (L) SHEETS, A A 10. EXISTING GRADES= C2,00, 'DEMOLITION & REMOVAL PLAN' PROPOSED GRADES: C4.00, "GRADING PLAN' LOCATIONS OF AREAS NOT TO BE DISTURBED: AREAS OUTSIDE OF CONSTRUCTION LIMITS LINE AS INDICATED IN THE CIVIL DRAWINGS. SURFACE WATERS & WETLANDS WITHIN 112 MILE OF SITE: SHINGLE CREEK, METHODS OF FINAL STABILIZATION; REF, SHEETS C3.00, 'LAYOUT & SURFACING PLAN,' LANDSCAPE SHEETS, AND SPEC, SECTIONS 19. 02315, 'DEMOLITION, EARTHWORK, AND EROSION CONTROL,' 02810, 'DESIGN BUILD IRRIGATION,' 02920, 'LAWNS & GRASSES,' 02950, 'TREES, SHRUBS, AND GROUND COVER.' WATER QUALITY VOLUME (1/2' RUNOFF FROM IMPERVIOUS SURFACES): (0.5')/12 X (199,494 SF) = 8312 CUBIC FEET (CF) MEANS OF TREATMENT: ROOFS - STORAGE AND SETTLING PROVIDED BY ON -SITE STORMWATER POND, PARKING LOT - STORAGE AND SETTLING FOR A MAJORITY (60%) OF THE PARKING AREA PROVIDED BY ON -SITE STORMWATER POND, 75% OF STORMWATER GENERATED ON IMPERVIOUS SURFACES IS BEING ROUTED TO THE EXISTING ON -SITE STORMWATER POND FOR TREATMENT, STORMWATER POND NORMAL WATER VOLUME: 41,136 CF STORMWATER POND ADDITIONAL HIGH WATER VOLUME: 266,875 CF STORMWATER POND VOLUME AVAILABLE TO PROJECT: 47,899 CF 100 YR RUNOFF VOLUME 2.63 AC -FT (114,495 CF). THIS VOLUME INCLUDES RUNOFF FROM SURROUNDING DEVELOPED AREAS. (REF, CALCULATIONS 'OLIVER COMPANIES HOTELS AND WATERPARK STORMWATER CALCULATIONS' DATED 3/22/05) (AREAS & VOLUMES TAKEN BY ACAD MEASUREMENTS OF LAYOUT AND GRADING PLANS) IT IS CRITICAL TO PROTECT INFILTRATION AREAS FROM EXCESSIVE COMPACTION AND SILTATION (CLOGGING) PRIOR TO THE SITE BEING FULLY STABILIZED: REF. SPEC. SHEET C7.01, 'SITE GRADING PLAN,' AND SPEC. SECTION 02315, 'DEMOLITION, EARTHWORK, AND EROSION CONTROL' ADDITIONALLY, PROVIDE INLET PROTECTION AT ALL STORM WATER INLETS WHICH RECEIVE RUNOFF FROM DISTURBED AREAS. REF, DETAIL 3, SHEET C12.00 FOR INLET PROTECTION DETAIL BE RESPONSIBLE FOR 'RECORD RETENTION' AS REQUIRED BY THE PERMIT, BE RESPONSIBLE FOR 'CONSTRUCTION ACTIVITY REQUIREMENTS' AS REQUIRED BY THE PERMIT, IN ADDITION TO MEASURES DESCRIBED ELSEWHERE IN THE PLANS AND SPECIFICATIONS, THESE INCLUDE, BUT ARE NOT LIMITED TO: HORIZONTAL SLOPE GRADING PROTECT SOIL STOCKPILES FROM EROSION USING EROSION CONTROL FENCE STREET SWEEPING DEWATER ACCORDING TO DETAIL 4, SHEET C12.00 INSPECTIONS AND MAINTENANCE 'POLLUTION PREVENTION MANAGEMENT MEASURES' SCHEDULE: INSTALL & PERFORM EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS FOLLOWS PRIOR TO LAND DISTURBANCE, INSTALL TEMPORARY BMPS: STABILIZED CONSTRUCTION ACCESSES EROSION PROTECTION FENCE EXISTING INLET AND FLARED END SECTION PROTECTION INSTALL TEMPORARY BMPS DURING CONSTRUCTION: INLET PROTECTION FOR NEW INLETS ESTABLISH VEGETATIVE GROWTH TO MINIMIZE EROSION FOR AREAS DISTURBED BY s CONSTRUCTION ACTIVITY AND AS DESCRIBED IN THE PLANS AND SPECIFICATIONS STABILIZE STOCKPILES INSPECT AND MAINTAIN BMPS DURING CONSTRUCTION a B PRIOR TO CONSTRUCTION COMPLETION: a l� ESTABLISH PERMANENT VIGOROUS VEGETATIVE GROWTH TO AREAS DISTURBED BY CONSTRUCTION ACTIVITY AS DESCRIBED IN THE PLANS AND SPECIFICATIONS T REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT FROM STORM WATER BASINS AND STORM m SEWER PIPES REMOVE TEMPORARY BMPS m REFERENCE PLAN SHEET(S) FOR LOCATIONS OF APPLICABLE BMPS, 1=i rulLNIIAL [UK JLUIMENI AND POLLUTANT DISCHARGES FROM SITE: PREVENT OFF -SITE DISCHARGE OF EROSION OF EXPOSED EARTHEN AREAS, PREVENT ON- AND OFF -SITE SPILLS AND DISCHARGES OF POLLUTANTS SUCH AS FUELS, LUBRICANTS, BITUMENS, RAW WASH WATER OR WASTE FROM CONCRETE MIXING OPERATIONS, AND OTHER HARMFUL MATERIALS, HANDLE IN ACCORANCE WITH APPLICABLE REGULATORY REQUIREMENTS. EXISTING OFF --SITE STORM WATER RUNOFF DISCHARGE POINTS ARE INDICATED ON SHEET C2.00, 'SITE DEMOLITION & EROSION CONTROL PLAN.' PROPOSED OFF -SITE STORM WATER RUNOFF DISCHARGE POINTS ARE INDICATED ON THE GRADING AND UTILITY PLANS, BE RESPONSIBLE FOR COMPLETING THE 'FINAL STABILIZATION' OF THE SITE TO MEET THE PERMIT REQUIREMENTS. OVERLAP GEOTEXTILE FABRIC 6" AND FASTEN AT 2'-0" INTERVALS M M 07 Lj o= DIRECTION OF RUNOFF FLOW EXTEND WIRE MESH INTO TRENCH r- 5'-0" MIN, LENGTH POST AT 5'-0" MAX. SPACING WIRE MESH REINFORCEMENT GEOTEXTILE FABRIC FABRIC ANCHORAGE TRENCH, BACKFILL WITH TAMPED NATURAL SOIL i I-7 6" MIN, 6" MIN. LJ 2 EROSION PROTECTION FENCE . NTS STANDARD CONSTRUCT ON DETAIL,'926 P.t> MIMI Water Filter Bag ' - WELL. VEGETATED AREA DISCHARGIE;:HO$E CLAMPS I�lL�'E13 Bf4�3* WELL VEGETATED,; GRASSY AREA INTAKE HOSE POMP PLAN VIEW []iS�:HARGE HOSE. . -CLAMPS I~ ILTEFt aAG� ' r�r.. rr rig rierY WELL VEGETATED, GRASSY AREA I�UNiP ELEVATION VIEW INTAKE HOSE -- Filter'bags: shall be made from non -woven geotextile Inaiterial se, it - ' tl High strength; double titched "J" type seams.. They shall be capable of trapping particles larger than.150 microns. A suitable means of accessing. the bag .with machinery required. for disposal purposes must be rovided. Filter bags shalLbl replaced when they become i2 full. Spare bags shall be kept vaili ble for replacement Of thos6 that have failed..or are filled- ags shalt be located ir1 well -vegetated (grassy) area, Arid discharge auto stable., erosion resisksnt reas: Whcre this is not possible, a. geotexttle fl0W Phth shall be provided. Bags shall not be on, slopes greater than 5%q. lie'pump discharge fiose shalt he inserted into the bags in the manner specified by the. anufacturer and securely, clamped. he:pttrriping rate shall tie no greater than-:75a gprrr or:% the mak iribin specified by the anufacttlrer, whichever is less, Pump intakes should be floating and screened. Iterbags shall be inspected daily, If any problem is detected, pumping shall cease. mediatdly and not resume'until the: problem is corrected. E THIS FOR PUMPING DIRTY WATER. DEWATERI N C-) F11 TFR R A r, CONSTRlM.TION1 FNTRANIr'F" STANDARD CONSTRUCTION DETAIL #28 Filter Bag Inlet Protection Curbed roadway enunnnc INSTALLATION DETAIL 2"x2"X314" RUBBER BLOCK 9A4" WftON ROPE EXPANSION RESTRAlFrf BAG DETAIL ISOPAELRIC VIIEU'lar CURB x SIN �� 2 MIPJ f q BERM ELEVATION VIEW PLAN VIEW 1" REHAR FOR BAG REMOVAL FROM INLET Maximum. Drainage Area ='fz acre. Inlet protection is not required for inlet tributary to sediment basin or trap. Berms required for all installations. Eartben berm sbaall be'ma.intained until roadway is stoned. Road subbase berm shall be maintained until roadway is paved. Six inch minimum height asphalt berm shall be miintsined until roadway sux#ace receives final coat. DO NOT USE 014 MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS INLET PROTECTION NQLOO NTS 250 Third Avenue North Suite 450 Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp, com MINNEAPOLIS 4 DULUTH CLIENT: 0 L I V E RZ G�NPANSE Of` 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION I HEREBY CERTIFY that this I .ca— tion or report was y me or Lln er my direct Ision and that I a d L' ed Professional E 'inr�l r t 0'ws of the Stat SIGWOM _s11111A 10 DINE: COPYRIGHT 2005 BY LHB,INC, ALL RIGHTS RESERVED. PROJECT NAME: U " LIVE " 000" H T E L BROOKLYN CENTER, MN DRAWING TITLE; SWPPP INFORMATION & DETAILS FILE; 04480\DWGS\C DRAWN BY: GAS CHECKED BY: TMW PROJ, NO: 04480 DRAWING NO: 6n00 Refer to plans for casting requirements. Use precast concrete adjusting rings where necessary. See Std a Plate 4010. Variable Ht. Type B cone (Std Plate 4005) unless SLEEVE NOTES: otherwise specified. 1, Shim or adapter for 3 "non-standard" pipe allowable. 1 2. Flexible sleeve shall be ` neoprene material r ! meeting the I requirements of ASTM c-443 or the following 1 2 elostomer EPDM: Variable Tensile Strength, 1500 PSI min. (Die C, ASTM �. D 412) Gasket (Spec 3726-Type B.) Elongation at Rupture, 1 450% min. (Die C, ASTM D 412) 48" 51, Compression Set, 25% max. (22 hrs @ 70'C. ASTM D395, Variable as required Method B.) bottom riser with 6" integral base. - Durometer 50±5 (ASTM D 2240) 3. Flexible sleeve dimensions shall conform to producers standards. R. DETAIL 2/C13.00 aManholes are installed with bell Steps per OSHA requirements a end facing up for uniformity aligned over outlet pipe. and interchangeability. shall be minimum of a 4 Costing and precast rings a (when aReinforcing 2 required) shall be set on a full single line wire fabric having an mortar bed. area of not less than 0.12 so. in. per fool: of height. As required by flexible E sleeve manufacturer. 0 Flexible sleev N _O .N m I I a E Cl v II \LWater tight seal See typical E details below. N Manhole base Bevel concrete to allow for misalignment. Radius allowed SLEEVE SEAL MECHANICAL Stainless steel strap with draw bolts and nuts, or worm drive screw. SECTION R-R DETAIL 1/C13.00 Internal expanding OR locking band (Nonmagnetic corrosion resistant steel.) POSITIVE MECHANICAL SEAL EXTRUDED POLYSTYRENE CLOSED CELL FOAM PANEL COMPACTED BACKFILL INSULATION, 4" THICK. COMPACTED BEDDING \ 1' (MIN) + + + to PIPE + 1(MIN)—UNDISTURBED EARTH 4' NOTES: r, M' 1. REF. SPEC. SECTION 02317, "TRENCHING & BACKFILLING." 2. USE 2" THICKNESSES COMBINED TO MAKE 4". ALTERNATE STAGGERED JOINTS TO MINIMIZE FROST PENETRATION ENTRY POINTS. PIPE INSULATION REFER TO SCHEDULE FOR CASTING INFO. PRECAST CONCRETE COVER SLAB PRECAST BARREL SECTION 48" ' UNO VARIABLE MIN 2" OVERHANG PRECAST CONCRETE BASE T 7" SLOPE --43" per ft, 3" R SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE TIP GUTTER OUT AS REQ'D 1 3" R 3 V/. ' •a � d�•a •a d 4 MI ' 6,1 and NOTES: 1. PROVIDE REVERSE CURB (OUTFALL CURB) FOR ARCING CURB ADJACENT TO FRONT OF BLDG TO DRAIN WATER IN DIRECTION OF PAVEMENT CONTOURS. DO NOT CHANNEL STORM WATER RUNOFF IN GUTTER. 2. REFERENCE MNDOT STANDARD PLATE 71021. NOTES: 1. PRECAST RISER SECTIONS OF VARIABLE HEIGHTS MAY BE USED AS NECESSARY (NOT INDICATED). 2. PROVIDE STEPS (NOT INDICATED). 3. PROVIDE 27" OFFSET OPENING OVER OUTLET PIPE. 4, GROUT PIPE CONNECTIONS TO STRUCTURE. 5'_SHOULDER 4 SEWER STRUCTURE N TS 13, 13' 5'I WALK 5' SHOULDER 4r1 `�Py,7 2.5% 2.5% 2'5% 4, j rMA 3' MIN. CL.5 AGGREGATE 5' CONCRETE WALK BASE UNDER CURB (TYPJ 6' AGGREGATE BASE COURSE 1' MIN, (TYP,) 1 1/2' BITUMIN❑US WEAR COURSE D412 CONC. CURB & 1 1/2" BITUMIN❑US BASE COURSE GUTTER M CL. 5 AGGREGATE BASE NOTES: 1. EXTEND AGGREGATE BASE COURSE 1' (MIN) BEYOND CURB AND WALK EDGES AS INDICATED. 2. REF. GRADING PLANS FOR PROPOSED GRADES. 3. WALK SEPARATES FROM CURB FOR THE DRIVE ADJACENT TO 12TH STREET. REF. SHEET C5.00. AD SECTI 250 Third Avenue North Spite 450 , Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http;//www,LHBcorp,com MINNEAPOLIS DULUTH CLIENT; 5713 GRAND AVENUE, SUITE E DULUTH, MN 55307 5-19-05 PUD SUBMITTAL NO DATE REVISION HEREBY CERTIFY that this plan, specifica— tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE; TYPED OR PRINTED NAME. -TIMOTHY M WEDIN DATE; REG. NO.: 41353 COPYRIGHT 2005 BY LH8,INC. ALL ROTS RESERVED. PROJECT NAME: OLIVER CO. HOTELS S& VV A I E R P A RFIZ K BROOKLYN CENTER, NIN DRAWING TITLE: DETAILS FILE: 04480\DWG51C DRAWN BY: GAS CHECKED BY: TMW PROD. NO: 04480.10 DRAWING NO; C7z00 TYPICAL PLACE ('F- F- E>E�� n I I I ADA STALL PARKING SIGN 2 1 n I INSTALLED IN PARKING LOT I I I I © ADA STALL LOCATIONS (1-SIDED) L II J U-CHANNEL HEAVY r -'6" X 12" STEEL "VAN ACCESSIBLE" SIGN DUTY POST L J 2" STEEL PIPE, 4 8 a CONCRETEET IN REFER TO SITE PLAN FOR SURFACE TREATMENT. I I IT-] II 3'-0' 1 1 26' MINIMUM TO CURB u ! I I PAVEMENT PAVEMEN CONETE CURBIff C& GUTTER I I 4— O 58' I I STEEL I I CASING I I CONCRETE I —I I I FOOTING L_J 12" al 12" X 18" STEEL "NO PARKING, FIRE LANE" SIGN WITH RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. a24" X 24" STEEL "STOP" SIGN 18" X 24" STEEL "SPEED LIMIT 25 MPH" SIGN 4 12" X 18" "NO PARKING" SIGN WITH BLACK LETTERS ON A WHITE REFLECTIVE BACKGROUND, LOCATE 1' FROM PAVEMENT EDGE CENTERED WITH VAN ACCESSIBLE ISLE. NOTE: 1. REFERENCE SHEET C10,00 FOR SIGN LAYOUT. 2. REFERENCE SPEC, 02815 FOR ADDL. INFO. 3. LOCATE CENTER OF ADA SIGNS 1' FROM PAVEMENT EDGE, CENTERED WITH STALL. SIGN DETAIL (TYPICAL TI E LAST FOUR SECTIONS USE 2 TIE BOLT FASTENERS PER JOINT MINIMUM 2'. Pipe D inches Class II Rip Rap Cu. Yds. 12 4.3 15 5.2 18 6.2 21 7.3 24 8.5 27 9.7 30 11.0 36 15.5 42 18.9 48 22.5 54 26.5 60 30.9 66 35.5 72 40.5 78 47.2 84 52.9 90 58.9 GALVANIZED TRASH GUARD SECTION A --A SECTION B—B SPECIFIED MATERIALS ARE FOR HAND PLACED AND GROUTED RIP —RAP A 1+ `~ B PLAN VIEW NOTE; SEE SPECIFICATON SECTION 02317, TRENCHING AND BACKFILLING FOR RIP RAP AND GEOTEXTILE FABRIC FILTER, FLARED END SECTION A NOTE: 1. CURB MATERIAL: FORMED RECYCLED MATERIAL. ANCHOR PER MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE WHEEL STOP WITH SPACE(S) FOR STORM WATER RUNOFF TO FLOW UNDER WHEEL STOP, r. Ln �r. r � 6' LENGTH CB,ao WHEEL STOP 250 Third Avenue North Suite 450 Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp.com MINNEAPOLIS 0 DULUTH 11 CLIENT; OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION I HEREBY CERTIFY that this plan, specifica— tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: TYPED OR PRINTED NAME: TIMOTHY M WEDIN DATE; REG. NO.; 41353 COPYRIGHT 2005 BY LHB, IK, ALL RIGHTS RESERVED. PROJECT NAME: OLIVER CO. HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: DETAILS FILE: 04480\DWGS\C DRAWN BY, GAS CHECKED BY: TMW PROD. NO: 04480A0 DRAWING NO: C8mOO t--I- - - -- — 5 D k •. - _= �' m x � 1__11-� " . i ' „�: II I 4. +I y�r :4� �. `, ��°or4 00 ENS 5O 4 I ►• 1 •1 • t� i 1 i Py �i 1 - O r ! a• 0 ■ 1 1 h •1 .Y d ! l' ■ 3 i r ,q A. 7 / 1 a `• 1 0• sly 1 � M a r r'• _ r �_ii -- — }' -A I I - 1 SOD rl" 1 :+ 4 ' A i I fey lr`-1e:'' .yeti E I I B I ii- 00 }II SOD AN TINGS BY OWNER 5' METAL PICKET FENCE I WITH LOCKING GATE 'P A" WITH 4" CONIC } PA G, OUNTAIN AND FURNISHINGS i 11 8 i ijfll � SOD ,� r j.l Ir �1 8 N, l \r L` r '. ENTRY WALK 1,zl.. AVIN FOUNTAIN AND FURNISHINGS SOD SOD .., �. r � I r i ; ,I 4' WIDE MAINTENANCE STRIP, ROCK f+,; .,nfl '- Ili ; MULCH AND STEEL EDGE ..�S'0D .I11, A.,,:�, _.-._ ` _tip -, _,,._. rr N.`. . _, _ - �.... w �i, 1. I:.I u — _-- '.:, - - ram- --- — .__ _ - d \- �_ .f -, - �' ! --"-._- _ -a" -: __--- _- i_ _. , ..L _.. _" '. - ' _ I _ t�l : _... r_ r.Yr.:ri ' r Ir7-'rlr:?i'-. 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S F pE - rl 2 S3ti, € ff�r u, 'A ,1 M1'IF : 3 - ,L LLr dry 11 yVl I '.�i 1� 4 -'1 I 'q n h ,k tl 4r�lll fil!'1.i, I} tl :7 { -+ I I 1'.I, 1 i 'F -Tr : 'r rE C C F M1 1' 'fll{I1161V1r 41'Ipl t 1 �, i ! i Y� nv11q';v�l 'IYi �IYr dri'srt ii.EG1<r4,.1�h1 x..c !�9ti`lyl�i Ir i �" L r fuu}it;9±4 �' I i M1 ,JJJ1ld Msl r Ifl>} -n1 In s.., I i „I I REP IR RM AIL OCA ON I:'r, � 1* o �: I WITH NE S , SM OTH GRA E T M CH r:: s ,, I � , I Cc cri PRESERVE EXISTING TREES FROM CQNSTRU TION DAMAGE I .1 i iI, `` ! I I EXISTING TREE TO BE REMOVED I I f' ___ .._'.-----.. j _. _ __ '---.. _ _._ .- _ ...._.... _.._. ______ ....__. __.._.. ._ .; -, - - -..r.L-�kl -- l -� ' i..` j_ :: I , x / I�I �b 1 i"i1 , � " � JrI r l-1} ,�) iI/ Lr1If� 5i �'6 k I Ii , , �"i\ 1i.,}, , II f �; -- __—� \.` r r ,f R r �i ' _r . , y • -r ts—` ! i 7 i rl:l' _ ' -- , ; r r ;. , !f „' ;l PLAIN MATERIALS SCHEDULE: KEY i. j� �, r: , `i1F 1 . �I i��! I for. el QUAN. BOTANICAL/COMMON NAME SiZE/TYPE TREES - DECIDUOUS = 10 POINTS EA 6 Tilia americana 'Redmond' / REDMOND LINDEN 2 1/2" BB TREES - ORNAMENTAL = 1.5 POINTS EA 20 Syringa reticulate / JAPANESE TREE LILAC 1 1/2It BB 44 Talus baccata columnoris / COLUMNAR CRABAPPLE 1 1/2" BB 23 Betula nigra / CLUMP RIVER BIRCH 1 1/2" BB TREES - CONIFEROUS = 6 POINTS EA 4 Prunus maackii / AMUR CHOKECHERRY 6' BB 4 Prunus maackii / AMUR CHOKECHERRY 6' BB SHRUBS = ,5 POINTS EA 95 Viburnum trilobum 'compacts' / COMPACT AMERICAN VIBURNUM #5 POT 23 ROSE PAVEMENT 'FOXI' #5 POT 81 Microbiota decussate / RUSSIAN CYPRESS #5 POT 31 Ribes alpinum 'Green Mound' / GREEN MOUND ALPINE CURRANT #5 POT 43 Fothergilla major 'Mount Airy' / MOUNT AiRY FOTHERGILLA #5 POT ' 25O Third Avenue North , Suite 460 , Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp.com MiNNEAPOLIS E3 DULUTH D ■.r 0 15 30 60 C CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION B N � 1 o� Q r"o Ns �o FOR ' 3 O 0-05 COPYRIGHT 5 BY LHB, INC. ALL RIGHTS RESERVED. PROJECT NAME: - OLIVER CO. HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: PRELIMINARY A LANDSCAPE PLAN FI LE: 044801DWGSM DRAWN BY: BDC CHECKED 8Y - PROJ. NO: 04480 DRAWING N0: Ll n00 PARKING LOT 6 NORTH WEST TOP Average = 1.26 Maximum = 4.3 Mlnlnun 0.2 Max/Min Ratio = eo.50 /d -, I ,: .6a e a .0 1.4 1, ,•'� U. 1.4/Y 2 0.8 i� 0.2 $.4 0.4 2 e 1 0.2 0.3 p.3 0.3 0, 2 a 0.3 0.3 0. $.4 0,4 $.4 �1 .4 b if j' 30.5 0.6 0.6 6 0.7 A 1.2 11 I PARKING LOT 4 Average = 1.45 $.6 $.7 maximum = 3.6 minimum = 02 .6 Max/Min Ratio = 18.00 Wis. 0.6 1.2 1.9 2. d 1, r' $.7 i' - PARKING LOT 3 SOUTH WEST LOT Average = 1. 19 Maxlnun = 3.8 Mlnlnun = 0,2 Max/Min Ratio = 14.00 Ri w a Numerlc Summary Project; All Projects Label CcAcType Avg Max Min Units Max/Min PARKING LOT 3 Illuminance 1.18 3,8 0,2 Fc 19.00 PARKING LOT 2 Illuminance 0.90 2.2 0.2 Fc 11.00 PARKING LOT 4 Illuminance 1,45 3.6 02 Fc 18.00 PARKING LOT 5 Illuminance 1.57 4.6 0.4 Fc 11.50 PARKING LOT 6 Illuminance 1126 4A 0.2 Fc 20-50 PARKING LOT 7 Illuminance 1,39 4.0 012 Fc 20.00 PARKING LOT 8 Illuminance 1.30 2.8 0.3 Fc 9.33 Boundary Illuminance N.A. 1.0 0.0 Fc N.A. PARKING LOT 9 Illuminance 2.26 4.9 0.3 Fc 16.33 PARKING LOT 1 Illuminance 1.76 3.9 1 D.4 Fc 9.75 250 Third Avenue , North Suite 450 , Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBcorp.com MINNEAPOLIS c Gil DULUTH 0 15 30 60 CLIENT: OLIVER COMPANIES 5713 GRAND AVENUE, SUITE B DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION I HEREBY CERTIFY that this plan, specifica- tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE; TYPED OR PRINTED NAME: LINNEA WEYANDT DATE. REG. NO.. 22779 COPYRGHT 2005 BY LHB, INC. ALL RIGHTS RUM. PROJECT NAME: OLIVER CO, HOTELS & WATERPARK BROOKLYN CENTER, MN DRAWING TITLE: ELECTRICAL PHOTOMETRIC PLAN FILE; M\004480 DRAWN BY, ►mr CHECKED BY: LCW PROJ. NO: 04480 DRAWING NO: El mOl .xilBlo9 �WnCCr, - . . LITXaJi►.+�'.ffrl x Nees: 7� FEATURES &: SPECIFICATIONS INTENDED USE •— St 60,1,.Mlkyiways, perking lq>s sires: su�rtliiR[Iirig 8reas CON5TRUCTIaN — ftugged,.tlie-Cast, s%ngls pieta=eEumminm housing with;. nominal t .all rhickness of Ilk, . Dr4 Cast door frame hat impact•rs'sistant Architectural Ar' ea 8e Roadwayii6htirttg #tfttcpareEt,, rjloss {etis 016 thrckl Door feorfie is iully JOYel. k with or1>; pii#ue t�tlltlfar eillcont+ a;td has 1oa1 lox eatirV :and ro§4911np. 0S: Patent: Nti, Ot41490. Canada vow No. 943�i �INtStt - ..5tan6astl tinialr is dark tram .,1968) polyeatar;pawder finish; �*h ASZ dthtrrafrCttjteotural C61ors ata`statple . Anoolej So tl.PT1CAL 5Y5'1ENt {Imentad teffpMrt for sat€rcr+ot•:.unrihrtnity' METAL MAl:1D�; and Ckntriil, Ret7pgtror arraah Vyith Upoi-lcss ta,-tt n6tc artd a:s' rotatabt rx+ 2L1Aw 2 nilli, 32�W,'3.5oW;4Ql?thf= ar+d into€ctianpeabl.V Five culoit drstrcbutknrza available Type jt.(ruadtYayF, 10' to'35' Mcuntlrlg. T}'lta IIl,fhsymmetpcl, Tvpa l r (6"'erd titruwl, Type lv (vvrdr„fatYrald ttlrtttvl>' t'i . alid To p .V. 4svmn et.rr squatpJ• WMICAL 0ST'6M — oall�ast:::W eW1300 tuasrty, duiatr 3nsloYrner Erol fast atandaril 8k)t1! 31LrJ and 35ifW require Super CtiNA Palse'Stat3 irelFt fmusl or0pr.'SCWA dptionj All hallhsts are rnNfnt td ;qI1 a rorrimv61a r qmt ralfilar>o»c tray with>56n1 lase faith and flFIVQ positive 1otkllg d4scnirnoct:plugs flalrLto are copper•wound-and 19t):ta factDry tested. Pnrcnlain, mogul -hasp a6Ckd4 I3tA 12'� wit11 ctsPpe[ alley riickril-pietoil screw sh9ll.and 4antar eonroG-UL llstesl:, lidrtRgt:r 171A.:irr, INSTALLATION-Tntr,_gral arm for'pole or wall mounting. oplidnef11. LP igs' 1 dtM'':,1&b i419%CiiYj aaaiiahlu, f#§pt1:8S121i]eflS1 -- i_ L1STI C L' ar°- S'-'rida ' 41- listed sultable for Viet 14Fatioiis fkn1 ' N fJL rtt ..(� rdl . " ... p iAl9f3)Fii; 45 I6's (20:�r'.It�k +I �- � �• ., joha�on peitd in-dons=lip atientdtiiin}: #if ifirnetreitrns are',InahosfGgritlme�tsral��,t+[trigtwarras�+�G(Ei� )RDER11NC: t ll±gl IIIIATIfllflt fzartlple Asp 25dfYE SR49C i21111.spA ?51"• Ciw6se thu! lialdfardr:, fslii(aQ nc'mrmislERtire� ttiot tia;t suS1n your.rin4rts aitrt,Trilta it rsn trig �Tgtopri6tahite ArdrirWtl rsoliotass6orate,cars?alF*ntlh0'd, $miles VoHage`: hrlourtlirr§' _ 000r s S2 ?50M 2a81 fiPA ROuare nd poalo m ouilv6 { ShPippe(1' lualalfad Arafillecfurrsl; COW37 A Sp'�loijIatuse:(lxa,277'3AT,n/aTl3j Sf�ledard rniors AS? InM 240 W 8A Wall lira cket {uO dr dciwijl't 10: Oouhla tuxa'C2ti8, 24q,48DV nfa T01 1311111 Aarit' brasikrr AS2`NMI "I ASKMA2 Mali'arm adapters-PEq:NEN1A tivlstlork r9oaptacte only' {$tsr9�rt)1' AW.40.f1ml 347 DSASZ DeChrnCrve slrai fit hitrl, Inca, oor000ntrnf), t1WH w ifer 48Dx sgtraro pole on� CA Enhanced Carr".*09 reafstanco 11VLQWck T55: faG 7 Deco'rative Orvod '2rm; Q8& doattz restrike system. (2Sflfltt Teattered''Gtiinra_ S40M pole Orhy- MaVourn, Iampl net anotutladl DtO6 Dar�i:- ES.Hgr8y titksgslde shield fSR2, Sft3;,$#ibWj p5Pd Light gray —T ai§trl6uiio .- 3E12 �egmanmd.Type if roadway 5E13 : 160manted 7yp� ill: 'il5ymm@lift 8epma.nL 17[ype N 10rti4'urd'.E6ratti -sharp Culdil: 994W'- ..Sagmented_ Type IV Vida, #forward: NOW. SWi . UghteilaW Type V 'sguarR �i r.isw,r`atlucari,acl�€>am1h29 # COimu!t,FaatarYforavalit+FtitltYtnC'enxda. 3 t)ptlo[riCanrratMultptrlp:batfesttr2U; 2G7i,2A0; 377Vf 1#2G 277., 3s7ti rdal:. b0. hRosrltedinl6ns•uportantetfn;tlstmra"rsdamploeatlnnFlmtttl; h ed tt* S S OAY. May 66 cedi r e a$ nn amocoory 7 kddidunaiarchltP[au�lwfurs,avarlaEzle;we v,utiy,liiliiirliA.Ctar>i;fnr m[Yraipfortclatlan; Outdoor EC Ein,tjrgeRCy Gixcuit DltLB f3fgck` ' TP`Tampirr prom, DVI+HGGtlhittt SC441A Supor CWA Fluk4 Sialit fie[Iast 11f1N1i oxtlt, ltrtYtt2 : LPI Lamp inelu od as start_ lord: USPE Green.' QLP Less lshrp DSPG f)aFk.rvd Shipped Separet>lw' DSPH Red PE I HEMA twisi-lac5 PE (126,10 ''IdllVj 13SPF Rusi_ PE3 NEMA.twikidock PE;{54M. 084 NVEMA twist-tock PE{ifi�0111; P.E7NEMA lWttt<E:scis PE OY74 AS2VG vendal..gtiard: SC Shorting Cap !ot PER 0000 ' Aec�ssspr� t'eanrr Mounhrrg :�tpi+i#ar ' brHar�pspurgteaatalognurnTaer.Mut;tttiuusodwttlr�taond�+rtrnaernrngtF�lc}'; ' ,Mumirer Aftlxtwas .e Ei:E#: 'flits T+t�o*�1811" '3vyo�90° Three�l2�`1'hrnet�8lf° Fnut�J94' -218" :020.129.. AMII 28q:. nla_ A5T70.32041.a nto_ 2 71B' A51 25.199AgirO5 284' AST257?98 AST25.32a AST25.330 AST3r.:49a 4' AST35-199 AS135-2811 AST35-290 A5T35-3Za H&T3539aA5T35498: Sheet ,ASi.m, ASS Mata.l. Halide' Area: Lighthg Cnufficient: of Uffliaad" irritihf 1=oaR�dndles TLi ' : Tasl`rao.LTL1of1�9 Tes1NF�,rL q06- 24O1M:SR3 ]Ak 406M SR4SC Test TL101.0.6. A52 :400M SR2 .: , . AS - . G . ..... 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FaQtcan fie iaNifS based on'A,. :rnougng tlei0itt.13istiiiitiilan &RASC; t iiltiR_ tit i$ Mounting Huxylt. Catractlun'Paetor t Ptratr:ti3 zgata rur orhpt; dkstrftnrrairrl6 rdil tra.� -i%aer'. Tart p1y1Z26aIQvelkYytttrErrmGtr`ti . tlrt;l4trgrtia t-rphTrrr� wQp (Ikharep cuml. k,lfa�tr7 ti 4 Far albtfr cat 686*4600 cq?iy t tethitiaa€ ttdtd 66, TS ft, : 5,'4 9. Ta$rittta,autrentjrsftt;endNEhRAmandded�urGerstah�t,ad mft- m t* % Wrooy'cenirQkYfls..Viirtou§ Opetajin}1 3aCiM'S-can cause Aoii;; 70,17 d�arnasAa b0.*.Mr;ltlS'GrQtCry gaN'asltra! field m�s�dr�hrgpc9 �#rlt4i19191iG;;Slld �pgiA.6abaes are-tiasad an rtte:mOst eutte.nt:' delitr:d_ ltfSt111tCrt,t0tf19d¢4;: ♦=xiei iglGlcrltatn9:(fatglll? GaF'meilorlEAcfOt� Nn+ir iiRatrnl;nq. Fle3ghc£ •Eftontsla hhn �dtu -i - A' ''. Lr Fit � nd �7 9 su .<rtf �€►��� � - tluttlpor LSQhtinD float )io-ot'O.WayCiv>kervj6F1:26-0?2 AtaS�4�Gufisy�r.L'rx'f;�?: tmpr�'rra��z:�tta rat��7ri�st�-tom, . . I'p Ginact;C: t64'arigrluer al!ik?saa Paces;�faiyZ P {t . H9A iP.l Shoetfi AS2.=Ni2Ps4�taSruAykryh8yrftrairdrliia-pki:1GD +Mich€dnmia.�rnri LIGHTING FIXTURE SCHEDULE PH 1 PH I TYPE DESCRIPTION LENS 0UVER MOUNTING LAMP BALLAST VOLT WATTS MFR. CATALOG SERIES QUANTITY INSTALLED WATTS SINGLE, CUT —Off AREA LIMING FIXTUREL 0 LI 1840 TYPE IV LIGHTING DISTRIBUTION, DARK BRONZE FINISH. BOROSILICATE GLASS 5" SQUARE METAL HALIDE 30' ALUMINUM CONC. BASE DOUBLE, LICHTING I7RT9RFWI`TF- TEMPERED POLE k1l) 400 W PULSE STARTLITHONIA AS2 SERIES 4 1840 TYPE IVUGHTiNG DISTRIBUTION, DARK BRONZE FINISH. BOROSILICATE GLASS 5e SQUARE METAL HALIDE 30' ALUMINUM " CONC. BASE : ra 250 Third Avenue North Suite 450 Minneapolis, MN 55401 TEL 612/338-2029 FAX 612/338-2088 http://www.LHBoorp,com MiNNEAPOLIS 0 CLIENT; DULUTH 0 15 30 60 OLIVER COMPANIES 5713 G11 RAND AVENUE, SUITE D DULUTH, MN 55807 5-19-05 PUD SUBMITTAL NO DATE REVISION HEREBY CERTIFY that this plan, specifica— tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: TYPED OR PRINTED NAME: LINNEA wEYANDT DATE: REG. NO.: 22779 COPYRIGHT 2005 BY LHB, INC. ALL RIGHTS RMVED, BROOKLYN CENTER, MN oRavnNc nne: ELECTRICAL SITE SCHEDULE FILE: M\004480 DRAWN BY: rmr CHECKED BY: LCW PROJ. NO: 04480 DRAWING No: E I s02-- OCALA ar ra Rum' aarT #r !r :��r' 1 p+ fr■ sr nci a:r er sr aasr _ oar ■ar ■wYr army 1. µ' _ sr iiaa raw ■r! al. rw rrr aur�r r 1 � . -rliYt m� !� ara rsat ■■ I■■� saes aaa �i■ f� F lk.rr. rra etn! raiE'I ■ Nt ilk Af ■■ lE i■ rr elk rlka aar ar ra rr■ rsw wa rw `■ ■ ■ rrrl rE Stan ■■I rr ■• rwr rrr sar sr b an ■■E ■n t• ■! E■E■ as 'a ■.!r � rltr �s Vim! �i' waa'i �f� aY r■ rr�t wea ar era rr■ Rat rri rw >s ��■ so �� aM ■� ■■ !r arr � rar !! w! rwr wl�t r r# ■w ION Noun a arar rr a:r)■o! oat !r yre■ rar a! rar i■ ! Raj i w� ■� 0 �r M: U w.wr si o srr .. I �--jkjl P0 �rf nii_an ail �Ji�iI�I u:71 ! 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