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<br /> Q U ~ Z w
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<br /> •C p ~m ~ m W T
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<br /> ~~C J ~N^ O N ~ T'
<br /> x91.1? x9175 UJ ~~v~ x 9123 -
<br /> 91?.ox-_„ .913
<br /> ~ 91a~ , 911.e ~ 91p 911,1 90& - . _ _ 2
<br />77 T 91284 911.9 K91a6 - 911 r912a'- 13: Z O
<br />A D ara5x 8f0.6x ~ - - - _ _ T 91 t.b? E,Np WAIL 9 8"(VERFY) WM - - .t
<br />R0 _ _ 910 Y aoae" 1C8 910.35 T 911.15 - - - WALL ' ^ ~ ~ T 91Q66 tN, 906, ' , ~YStONE RETAMt'' ~ ,l...x•~!!~¦:~"' - - ~ 4" A ~ H f 9fQ11- 1 5" 914 a y14 W Q
<br />N T ,s" st OU
<br />C x ypD.s r ypg.9a _ _ - 909 l ~ T y09.9e E>~ wN1 - f%•,,4„ 916 ~ 6" `10" ~ W ~ ~ 8„ 10»:., 1 5 ~ t . 9-x--~4- _-91S3,rwf _915 ~ "91Q2 ~ , ~ I r$ Z O
<br />x PER „ ~ 90x.1 hH~ r 90a s l
<br />~ Eta W~'I' J „ , ~ • Y-4 _ _ _ _ LIGHTED 510N -12" S" 1 ~ • w A„ ? _ 913 _ _ _ - 6" j~ ~ 9;5~ - d
<br />x~' 1 tC8 901 bT T 908.93 4~~ '~5 4 - 0""' - _ 9121 - 9 x ~I 1~ ~ ~
<br />~ . f' r~ -910 1.3 gpa.35 3" " --L- - - ~ __-tea. ~ x9121- - x91.1? !4 12 18„ ( ~ q Q71 - 9f2. 3 Z
<br />x g0 1 y., 1 1 gpv".^^- v~ 35 - x917.9 91,19 Q
<br />1.61 t2" - ~ 1 -907 T ~ 913_ , ~ ~ 10.35 x - - ' 4.5 -pFA• ~ 10• 909.7 x - ~ ~ W V t 9 ~ ~ ~ ~ ~ - 914.? ~~9~4' a b
<br />i t t~~
<br />--906 9p6.91 Tc1~~ y" 'io"--- -12- - - ~9 / I Q ~ I I ~ 9~ ~ I J
<br />poi to - 3, ~ ~ -5" - ~ 1 9}0'93 i~ gll4
<br />~xt0 tb" SK T x,18 4" ~ M ~ - g10,95 ~ nCy. ash p02 6 . ~ ` 3 1 ~ OK x FLR. 917.92 1 ~ =00 W • ~ ~ o~~~F
<br />g ~ ~ gwil b~5 .31 ' ~ ~ - 1 91a~ ~ ti0 . _ _ g0~ r 9~ ~ , - y - oN 9, STEEL LAIONG k I ~ I „ STEPS, TYPICAL I ~ ~ ~ a ~
<br />~ . R» 2 909.2 x ti' ~ ~ q W z 909,b ~ ~ `~`~i x rY _O V1 W
<br />, 91 - - ,05 c~ ~ 9o9s - . R" - - - 1 811 E~ TN5 15 '6 ` - - ~ r,>: ` I 1 Ira ` 3 ~ >
<br />i 6 903 T ya~~ , , 09 sl+s 90Z 4' pl1 :Sir:' 6„ I ( .r a~WQ'~
<br />'tlMt 8~ ~ I ~ I TC~ TO A4' • 909.3 x • ` ~ 6~' 90 Y6 ` ~ ' R' .911,3 9_1L-'"-- 1 pll,le ~r lso' , ~ ' i I ~ a s {~1
<br />1 9~' V4SZ~ ' 1R,. \ i I - - - ~ I \O 909,6 w b" ( I ~ I 4" ~ l x D099 917511 x TCB 908.86 ``9 t0" O~ 909 b a x 913.9D ~ I r~ N N ~ ~ ~ w
<br />x i - - ~ I ~ 1 ~ ~ 10. ~ 1 NV. 905,5 1 r,--\ 1 1 1 1 1 I I r p t1" ST 910?x s 11 I 1 1 ~ I~ I Q F- W 1- ~ ~ w rn o
<br />IS„ S 81+1. 808,4 \ ~ ' ~ \ 1 i ~ ` , I I ~ FLR. 913.9) x I ~ ~ ~j Q~~~1- 1 ~ I ~ = OWtr
<br />`~'Dp ? ` _ ~'~9~7 i' /',1 I ' I T909.19 j x9i0.J x910,9 -~l ~ s SAN SQt.I r TI~l1 910.96 1- H ~ w
<br />81TliAf1011S ~ a' I NV. 1698,49 i/ r ' 4' I I .Oy ~ ~ YEAfY ~ ~ NV. 902.4 } - ~ O ~ I N r) 1 ~ W J~ ?'?;''':i; POURED WALLS ' o. ~ I o, F- ~ W D ~ Q
<br />t~T~ r~ x 90L2 / I j l l l l \ x 90A 1 I ~ 99 -<:a ,''f`~~:.:.,:. I, tr ~ d
<br />b " GA * \ 13 r ~ N. A. ~ .9 / l r l I I r/ _ ~ x 909.2x 909.7 909.7 ':'•'r` ` `s''<;;, ~ U Z a W O
<br />1b `ety ~ , Q~I I 1 909.3 91aa 911.E 911.1 911,1 _ ~ 908ta ~7x g, / / l , ~ I r ~ 90A7x TRMISFORAER ~ w ~ ~ I ~i r m o O~ 7 Z pp 2-UE CONNS. M ~ p W ~ - V12 2
<br />~ / U/ ~ r I ~ 91x1 ~ n~ ' Yb» 9~ i,, I r I I ~ 91Q0 FLR 913.91 ~ ~ I ~ qx =>~F-O~ ~
<br /> 4--' 1 I I II S>-~d~ w f ry
<br />_ - i I / 01 1 I j /~~11 rrx i I I 11 ~ -v)mr~ tY 1
<br />~ - ~ r ~ r I 01 I I 1 ~ I ~ 1 r` I I i ~ t~o~
<br />/ . „ ~ ~ ~ • / 1 ~ 1 I ORT/GRAVEL PARKING I ` ~ I ~ ' l p6,' ~ , , ~ ~ ~ , I ~ r I Ir l q ~1 ~ I 1 I Ai ! I l I I I 14 "
<br />I ~ I v. l ; ~ g' 0/ , l I 9If?x 9/aJx ~ 90A9x f N I / ~r I I ~ 1 1 1 1
<br />~ I to , l x9101 r 9?cex r1 1 ` ~ 1 / I r x i. 9N.ax 9 .1 I 1 I i 91 J I ~I 1 Oll I I ~ 1 I I 1 ICI I I I ~I I ~ 1 I I" I I 1
<br />I I ~ gQg~ / r I I ~ ~1 ~I 1, 9120 al oil BLOCK OFFICE/NAREHdUSE ~ I ! 1 1 Q
<br />~g, 1 908 ~ l r i ~F I--' ti r I J a 1 , l ~1 ~ ~ FLR 913.96 x r~ I Ir , j ~ H ~ ~ ~ 11 ~ 1 STORY KITH MEZZANINE ~ ~ r I ~ ~ y~1 a E-I
<br />I ,I I r ' l f I l ~ 1 I I I ~ H
<br />i ~ r l r I x ~ .0 I b" r l r I ~ ~ ~ ~ ` i 1 II I I p~ ~ 1 1 I I i M
<br />r ! ~ 1 6 1 l I / ~ o 0 ly 1 ~ 1 ~ "~j~g"11 ] ~ A
<br />90 ' r ` se9.9 ~ ' + r ti~ LEGEND: t`$ ATE ' I 91o.3x l 9098 ' ' 1 91Q4 x1,1 a A I ~ I 11999. ~ ~eI 909a 910-_ I I Ix I x r~4~
<br />~ tip G ~ 91x9 / 911.4 I f 909.9 DS 1~ 1 I^ I I W
<br />'lye, yo9,, I ~ 911.J 91d? 911.r x F1R913.90 I~iI I~ II I I 1 1.
<br />PROPERTY LINE APPROXIMATE ' e~ b" I s^ 'Q~ 1 911 „ - _ - - " - - - ~ x a ' ~,r~~ ~ 9, - - - ' i ~ 909.ax s ~ 909.8x,:...., ~ i ~ ~ •~I ~ ~ V
<br />909 ~ ~'•o \ i ~ CONTOUR LINE . 9 - „ 6" \ - ' , , . ~4, I ~ F
<br />J' \ m x9111 - 9 ~ = „ 9oa.a SPOT EL . T=TOP CURB) ~ Q,~ ` ~ , x 91x8 r i 1 .I~ f/1 ~ ~y x FLR 913.82 i 1~ I n W rls:
<br />Tr+r-roP WALL 9, m . t I 1 ! a I
<br />) 90, 1 r,' \ ~ I \ ~ I I II ~ ~ y ~ Z FLR. 913.94 x I I I x ~1 ~ a z DS i 112"I I ~ v` ~
<br />,q~ '0a Iv \ CHAIN LINK FENCE ~o \ xyfo.3 ~ I 1 I~ rn A ~
<br />p, I \ ~ \ . ~ 909.s CONCRETE CURB gt, I t ` 9fa1~ y,~J x 909..7 x 909.5 ' 9097 I x 1~
<br />•m l 1 ~ \ i I DS Ds I r e o I ~1~"' M W U
<br />CONCRETE ~ I IN ~ , 90St7x 90AJx v ~ v \ 1 9, ~ xFLR813.91 I I IA W O 1
<br />- " DOYMISPCt_1T 1 911.r x ` BRUMNOtJS t 0~/ , DS 11 \ 1 / t 1, ~Ix~~ x a F
<br />_ y"~- X911 ~ . \ ~ tt ~ v x 1 I L~ ~ E, 1 1 t w
<br />GAS LINE ~ , ~ ~ , ~ , °i ~ '2 \ ~ I I x M ~ I , I II ~ ~ 1~ H
<br />R I A ~ '0, ` S, ~ \ ` x 91ae + 9YJ9Jx ' - - UNDERGROUND ELECT C C BLE ~ , ~ rce 9obat , I I I I I ~ FBI N Bt 1 x FLR. 913.90 I I 1 I. Q W
<br />~3 \ ~ ° ~ IN, 905.0 , e" sAN SANITARY SEWER/MANHOLE 912 \ ` - - ~ 9n~3 11 1 I I ~ 9095 - 1 1 r II I a
<br />~ ~ \ x9ra3 1 , I I 11 1 E..1
<br />ta" sT , . ` ` ~ ~ E-~, STORM SEWER/CATCH BASIN \ ` \ , , 91x0 ~ 11 1 1 1 = O W I r l l o I I ~ ~ Q Z
<br /> I ~ I ~M A
<br />WATERMA I N/HYDRANT ~ a,~~~ m, \ a , \ ~ , ~ 1 i ~ I M lob I ti ~ W FLR 913.94 x l r ~ 1,~ I x T^
<br />• VALVE ,`p ~ ~ ~ ~ I x 11 II Q'~ V J I 1 1 I 'I
<br /> 1 1 1 2 11 ~^O~I V1
<br />- - --u OVERHEAD WIRE/POWER POLE ~t 1 909$ I I I I I I "'11 W
<br />~ LIGHT POLE e, ~ ~ \TS, ` ,p4 ` ~ ~ 910 111 411 z
<br />` ` \ ~ ` ~ ~ 1911.07 T 91 L 1a T 91x9? T ~ T 19 T 91d.~d" 910 RAl1P x SLAB 913.92 ~q ~ I 0~I ~ ~ f 1 . T~ 1¢19 T 91dad" 1' ..911.8 x ~ g a l l I j "I V 1
<br />CONIFEROUS TREE
<br />DECIDUOUS TREE ~ , ~ ! ~ ~ ~ ~ . 91,1{9 ` . ~ I 1 16 911.8 - 91?~__------+3__..-_--- - "';'i--I ~g 11 II ~ bi ~
<br />t~ ~t, ~ ~ .914 - I 1 a° - I 6" -911------- 10"- ------1O~iii-~~D\ ` I ~I1~ ~ ~
<br />- x 91,14. ` ` ~ 8" I ~ • l , - - ~ t of 8. ~al ~j U ` - - - - ~ ~ / ~ I I I 1 1 9ENCH Ir1ARK: ~ ~ e" 9f0- 10" 0 I ~ 4 1 TOP NUT HYO. w 0
<br />'~?,y s, ' 913_ - - - - ' $ ~ e., ~w - g12' 91Q7x ~ Q~ J e, 910 x91Q5------..---;----- X01 EL. 910.89 u=i
<br /> 909.8 909.Jx `.0 SNI~/~fR,/'~ y4~I ~~$y( ~•~•~r.. . .~~..r_xw.~~.~_•~.~t•.~~Wf~ir~.i~ixi:i.'xii -~~.r_y!J NI Q~
<br />~ ? \ T 9!! - - - - - ' .-a-? i ~ ~ ice- _ _ TELE PEC .~a ~ 909?~ \ TELE. PE0.~Q~_ _ _ ~ - 3" ~ x 9(~8 _ _ - - - - - - - - O ~I~
<br />\N ` T 91x97 ~ T 9fa f4 T 90x97 T .90d9b 110 ` ~ I T 91090 fr SABLE T 90>~f51- - - _ T 90437 T 9L1R06 T 907.71 9(jf - _ _ r ~7~ l 907,79 I
<br />NOTES. x 911.6 ` ~ a" sAn `91 ~ 9 - - L4~~ - TCB 908.86 TAH 907.82 8" SAN NV 902,5 WV. 899.7
<br />D ` 909.6x ~ x 91aa 909.0 pOD, p`x- TIAi 908.52 90flJ 9018 I x - 907,8 907.5 807.7 NV, 898.6 8" WM 6„ ~
<br />e~~?~i a" WM X
<br />All dimensions are in feet and decimals unless otherwise indicated. Elevations are on a sea level datum per City of New Brighton control. Site bench marks
<br />os shown. 9 T H A V E N U E E S. TCB 906.91 mss
<br />BENCH MARK: NV.9D1.7 ~ ~
<br />Property lines shown are per survey by BRW, Inc., dated November 15, 1978. TOP NUT HYD. Easements, if any, are not shown. Obtain current title work and verify E1. 914.18 ~c
<br />easements before constructing improvements.
<br />Railings, roof overhangs, building trim, splash blocks, dock doors and other building details are emitted or simplified; verify as necessary for design
<br />and construction, Shrubs are not shown. Parking/traffic signs in street
<br />rightrof-way are not shown.
<br />Underground utility lines are shown based on visible surface features, partial
<br />locator marks, available site plans, and records of Ra°rlsey County Public Works,
<br />City of New Brighton, and Northern States Power (electric and gas), Underground 4
<br />telephone and TV cables are not shown os accurate records are not available. Utilities in street right-of-way ore not intended to be complete. Lawn sprinkler 0 40 80 120 w
<br />lines and other private underground lines are not shown as no records were
<br />available. DRAWN BY
<br />STATE LAW: 48 HOURS BEFORE EXCAVATING, CALL GOPHER ONE-CALL, 454-0002, FOR PEN/JVC
<br />FIELD LOCATION OF UNDERGROUND UTILITY LINES. This is a free service which SCALE: 1 INCH = 40 FEET BELAIR BUILDERS, INC. CHECKED BY
<br />locates utility-carpany lines but does not locate private lines. Contractors excavating on site shall provide for location of private underground utility
<br />lines by contract locator service or other suitable means. 2200 OLD 41GHWAY 8 JVC
<br />NEW BRIGHTON, INN 55112 n~Tr
<br />W/ IL
<br />AUGUST, 1997
<br />PROJECT NO.
<br />097083
<br />SHEET NO.
<br />c 1
<br />SHEET 1 Of 5
<br />
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