Laserfiche WebLink
N N <br /> cn t <br /> ~ Z ~ tai. <br /> t0 <br /> rn > ~ N ~ I <br /> (n J.Q'~~ ~ ~ <br /> ~ ~ CV C C ~ C r- N <br /> ~ O N Cp m U J ~O ~ <br /> Z <br />7 ~ ~ Z 0 <br />A~ ~ gO f~ yjp,~„L 8°(VEWFY) WN _ _ <br /> ~{$TONE R~A~ vYALt SAS . F' <br />T Y . ss U N ,s <br />C~ ~w~ W a ~ wxu. t W ~ <br />„ ~PF'r) ENC' "~-^.'r <br /> EDGE w• ~ ~ z ~ t0 EX15t~`1G~. ° tlGHTFD ~ _ d <br />R 15 ~ 3 z <br />Gp <br />o ~ ~iCE i °D I W U <br />wt~ u~ FE <br />~ p ~ S~ `QOPtE RE ~ ~ ~ ~ <br />~ ~ ZZr <br />t ~ ~ ~ O~~W <br />HEAVY-DUTY PAVEMENT ~ ~ _ _ _ I I ~ ~ F-D~F- <br />~D t ~ PPS ~`5 11111) to <br />WAIL I pR~ 9 SS ~ I~ VW- N <br />Ft~ <br />I Z-O'}< Q ~ J <br />,~tJ ~ <br /> I N~~~ r- <br />12" ST faN ~ O ~ W d <br />I I SAN SER. ~ ~a <br />~ ''s" I VF.f~Y ~ ~ W O I } <br /> ~ _ ~ <br />a GNS At ` \ I V k, ~ I ` ` `rLy I K4 ~o~ N <br />V3~WCgi m~>~~ ~ <br />~ I ,,y~ ~ =~~N~ ~ <br />"'1 P 1 d~ I ns I z -~~n~$ ~ <br />POND PROPOSED BUILDING ADDITION <br />~ 1~5 ~ ( ~o <br />~ I I ' <br />a \ > I <br />I I N <br />m I BLOCit OFFICE/11'AREiiOUSE <br /> f S'~ORY 16TH I4EZZANINL I 1--~1 <br />I 0 <br />°qr I I Fp Q <br />o\ ~ I ~ ~ A <br />~ I <br />~F 4 4 4 4 os I <br />~'F 1 0- ~ <br />S R - I ~ W d - - ~ I ~ ,,,,a ~ E-a <br />DENOTES PARKING STALL COUNT ~ 3 <br />HEAVY-DUTY PAVEMENT ~ ~ O ~ ~ ~ ~ <br />~ I 9T i ~s F ~i ~ I~ ~ W <br />%P a qr ~ ~ w ~ <br />s, ~ - - - ~ ~ 1b f us ~ F""' Z ~ ~ <br />N ~ N a A ~ <br />~ ~I 8o W ~ w ~ ~ os ~ O <br /> Q <br />~I 1S ~ ~ ~ W Z ~ h I ~ <br />~ tih ~ ~ ~ x <br />~ 6 S4 PROJECT DATA: y I ~ E ~ w ~ <br />- - - - - - ---------------J BUILDING AREA sAwcuT ~ ~ ~ <br />3 w ~ ~ o ~ w <br />EXISTING BUILDING 90,000 S.F. <br />NEW ADDITION 57,900 S.F. ~ ~ g , ~ iso ~ A ~ A z <br />x <br />TOTAL 147,000 S.F. 9' ~ ~ <br />~ HEAVY-DUTY PAVEMENT N TYP. 0 • ~ ~n <br />G . w <br />a, ~ AUTO PARKING TRAILER PARKING Z <br /> ~ ~ ~ ~ v~ <br />REQUIRED 190 14' SPACING 24 J ~ <br />lr~ GATE PROVIDED 54 10' SPACING 34 ~ W m~ I ..J 1""'I <br />4 P s x ~ H F~ F- <br />PROOF 138 sw I H- W <br />~ ~y W O <br /> ~ J~ ~ a <br />f ~ ?E1F. PED. o J` D. 0 3" GAS, APPRbX. . <br />110U-iTA91.E ERJR9 2 ~fTASLE Y C1&8 ~ <br />8" SAN <br />NOTES: O E E 4 a^ SAH E r1 <br />8" WM 6" Mr1,t 6» li O <br />1. Coordinate all drive entrances with the City of New Brighton. LL <br />2. All concrete curb and gutter is to be 8612, unless noted 9 T H A V E N U E S. W, S. ~P. o <br />otherwise. ~ <br />3. All dimensions are from the face of curb, unless noted otherwise. <br /> W (/7 <br />4. Check all plan and detail dimensions and verify before layout. W <br />5. For topographic notes refer to sheet C1. <br />6. All striping is to be 4 inch wide white paint. Submit point specification to engineer prior to work for approval. I <br /> I <br /> ao o <br /> 0 40 80 120 W a <br />KEYED NOTES: 1 DRAWN BY <br />DENOTED BY ON THE PLAN _ , _s • PEN <br /> SCALE: 1 INCH = 40 FEET ~ i <br />~ Match existing curb and gutter. No ponding of water allowed. i. CHECKED BY ~ ~ i <br />~ Contractor is to follow all of City of New Brighton standards C.J.H. <br />and specifications for driveway entrances. AUG ,141997 DATE <br />3 Match new bituminous into existing. Resawcut edge if not AUGUST 12, 1997 <br />r~rnc• iA~i' <br />sY Doin. No ponaing aiiowea. PROJECT NO. <br />a See Architectural plans for dolly pad locations. p h`1 ` C97083 <br /> SHEET NO. <br />5 Replace curb per City of New Brighton standards and specifications. <br />C2 <br />SHEET 2 OF S <br />