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HomeMy WebLinkAbout0034630-Building (sign)r -~- N89°55'09"W 154.50 ,~ Q 1 .72 0 ~ CO -- SWP,IE 50 153.40 154 . PROPOSED ENTIRE SITE IS AN IRREGULAR ~ wiscoNSiN BELT. sERwcE FILL AREA. ~ N ~ 153.6 N Q PROPOSED WATER PROPOSED ~ ~ LATERAL HYDRANT I WITH 6" ~ 155'3 VALVE ~ 92.50 - 156.40 156.'t0 '~ 155.60 38 Fr. RADius rG 50 FT. RADIUS FACE 155.86 ~ N 155.96 ~, ~ STANDARD SAN. M.H. i^ • 1 p CONCRETE PAVEMENT CROSSEGTION (NOT TO SCALE) ~ ~ y DRIVING SURFACE SHALL CONSIST OF ~ `.. G AV WITH 7" CONCRETE 5 R EL BASE (CONSULT CITY SPECS PRIOR TO CONSTRUCTION) 48'" CONCRETE CULVERT I I m I 0 WAL S a ro I a b ~' O -.,. ff ~ ro I 0 t~ CN I 0 a H ~' I 0 ~« ~~ ~, m f e t~ n. ~ ~~ Last ~ o _1 Rest ° lv North `~ ~ GRAPHIC SCALE y,~ I ~ 20 0 54 2p ~A EC r'~,1 , (~r ~~~ p I~ ~~~ ~~ ~°w ~~ ~~ ~~~q ~/J oOD.DD DENOFES PROPO~:ED E;_E~lP,ziON ~E~EVATl014S t~RE TO CIT! OF OSHKOSH DATUi~) ~~ DENOTES PROPOSED DIRECTION OF ~~ SURFACE WATER RUNOFF I (~ 6. 8-172" [ ~ i r f C .02 Ff. FT. G f ~ y ~ 37.0 30° 1rt ~ ~ n ! ~ 153.1 PROP. 35 FT. m ~ ~ ' `~~ OF 12" STORM / d a ~ m ~ i PROP. 8"X6" N i TAPPING SLEET/E m ~ ~ PROPOSED AND VALVE 20 ~-• N ! ~ ,~, J SIGNAGE RADIUS ~ w ;N N w ~ N ~ PROP 30 FT. TO FACE w N •~ w N ~ ]2" STORM ~ ' 6Q.'QO m 154.50 - - - - - - T~ ry.~ _` I CONSTRUCT REVERSE CURVE --------- 8"-water ---------' - -~----`------, I IF NECESSARY TO MATCH - - I ~ I P VEMENT T ~ I EXIST NG A PROP. 60 FT. ' ~' I ~ ~ ~ UTILITY ]2" STORM ' ~ I PEDESTAL I ~ i 8" SANITARY ALONG CE TERLINE t\ ' w i CONCRETE CURB IJOCTOR'S COURT (6Q ~'T.) ' 1 I ------ ---- ---- I - ]2" sroRM ---- - - --- ]z" sroRM - - - - - -- - ~ I I LIGHT POLES ___-- ' I ON CONCRETE BASES RIM: 752.67/ ; a INV: 747.92 0 >< 1 --------------------~ ~yi BENCHMARK: N.W. BOLT RIM:; 752.65 ~ ON UPPER FLANGE OF FIRST INV: ~ 742.75 ~ ~ I HYDRANT NORTH OF PKNG. I ; ! d ~ I LOT DRIVE EL.: 754.B7 I ' ~ d 43 I (CITY DATUM) ~ ~ i ~ I"~ i ~y ~ Ca REMOVE AND REPAIR ~ ~ ExisrlNG 7" coNCRETE ` ~ PAVEMENT PROPOSED SIAMESE O 6~, N .--- J s 155.86 0 ~' rn 154.35 155.00 155.3 ~ 53.10 152.05 PROPOSED TRANSFORMER PAD 155.3 I B PROPOSED GAS METER J' W I OI ~ I ~ 151.5 i i ,~ i im 1 ;~ I 40 FT. DRAINAGE I i EASEMENT ~-- 155.35 -_ ---a i ~I ~ J (P ~ ~ ~, a I i ~ b ' N N i PROPOSED UNDERGROUND I ~ ROOF DRAINS WITH 6REAKOUT DOWNSPOUSS AS REQUIRED I ~ i (PROPOSED ROOF (DRAINS UNDER I WITH RIP-RAP TOR CONCRETE ON SL~PE I 12 839 SQ~ FT. PROPOSED FIRST Ft_OOR r I ~ i ELEV. 156.00 I PROPOSED UNDERGROUND ROOF DRPdNS WITH BRERKOUZ COWNSPOUTS FS REQUIRED ~ ~ ~ ~~ PROPOSED SAN. I~,T 0' ` 1 I ~ f~ ' I .1::.I >s ` Q °' ~ ~ v ~' ' WITH CLEANOUT 155.3 ~ ~ e~ ~ I ~ 20 Fr. 155.15 ~ ~ p RADIUS TO FACE ~ 20 Ff. ~ ~ ~ 1 .10 155.01 ~ RADNS ~ D'1 ~ N ~ ~, J ~ ~ 155.20 - 154b1 0 ro FACE Q ~ ~ .~ N , S !~ ~ i b 0 N , ~ ~ ~O INSTALL SANITARY ,~~, N AND WATER LATERALS ~ r- ~~ ~ ~ AS REQUIRED FOR ~ ! D N 154.56 FUTURE DEVELOPMENT '? ~ iD O N ~A j Z © N d ~~ m 1 ~ ~ ~ ~ ~ ~ 154.5 I Q i' ~ >5 155.2D _y ~, 0 ~ ~ ~ o ~ ~ ~ ~ ~ 4 6 ~ 155.10 ~ car 11 O o . S ( 9 cr U~OU D~ ~ -( 9 ~ ~ 1 ~ b ~ 7 1 O ~Z~~ ~ ~ ! 154.65 ~ ~ .. a i I M \ O 2 154 D=D~ ~ ~ . 212.50 ~ ~ N `- ~ ~ r ~ ~ ~ --- > SQ i M &.Of7.h '` k ~ ~s i ACE TO ~ ~ ~ +- j- i ACE -- ~o~ 6 n U ~ i l5 .95 54. ~ ~ ~ C~ ~ ~ ~ ~ 155.45 154.95 NOTE, i ~ a ~ i-{ --30.0 i ALL STORM INLETS i z o D Z~, i i WILL BE STANDARD ~ m Q o a ! TYPE 1 INLETS ' z m ~ o ~~ ~ ~._._ _._._ _._ _._._ ~ ~ r ~ co Z ~~ ~ ., C~T~ ~~~ ~~~'~~~~~, ~~r~N.tA{1C' CCU~7TY, W'~ICCI~ST~ .~~ k'p1~..J1~~ 1JL.~ L Vi71~~11 ~~, 1 ~7G R~`~~~~'1) t~CTCB~~ 19, 1992 ~`~~~CS'~'D CCTC~~~ 16, 1992 fi~CTf~~3ER 11, 1992 ~~~~~~a _.-__--(.AND SLiRVEYING ~c CONSLiLTITTG LTD. i i~L7 North Sa~yex 8trset + Dshkash. Y1I ' 54901 NQ. 22C19~" I (ate) zsa-zeea i I i i I ~(` i' iV i~ i~ I J J i ~~ ~ (P J ~ I N cn ~+ r II o I iQ ~~ X55 I i r 3g I i I ill i~ a I ' aJ I~ 0 153.50 I m~Z ,_~ I r!D I ~ihl I ~IC7 I ~!y 154.10 fn ~ ~x A s PROPOSEb ° ~' ..~ DRAINAGE THROUG `~ ' T °' CURBS WITH N '~ ~ Ui ~ ~' RIP-RAP OR CONCRETE FLARE ~ ON SLOPF_ I i l5 . 0 I ~ ?53.65 I '. I ' 153.10 ~.. i i 154.20 ~ ' I i I i ~ I ~ l 4.05 o i i t NI i 154.50 r i w I ' I I I I INVERT ' EL. 748.71 I } 1 i i ' I ~ 253.4 153.0 ~ i i S~9°56'19"W p~P~ !G ~~~ ~~ o~ k+1 td1 c 3 ~'. v ®,,. of ® f ~9 s~ ~; ~, f r i y _, ~: `: ~' i ® ~ `+ C} ,', 1` ?`_ ~ M: m "^ ~ ~. ~~'~ ~: ~' ~ .~. ~ 4 o ~" 4 ~' i~ xi ~,5 ~ "~ ~. ~'4 ~. ® ~; >'. , ~; ~= s ~~:: ° try i Ifl , ~' e 921789 09-21-92 REI~SIONS