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HomeMy WebLinkAbout20041764 Ver 4_Site Plan_20100928 p EXMH-5^ RIM=380.63 ,MH B" S 373.45 1~6f=,T80.C6` 8" W 373.09 SSMI SSMH-D7A 8° E 372._ 99 SSMH-D7 RIM=379.62 RIM= ~ g" N 8!MW3374,95 8" W 374.50 17~~F 00.55...--•-v°~ AS-BUILT LEGEND 8" E 374:04,_..--- 0 AS-BUILT SANITARY SEWER MANHOLE 8" E 374.68 AS-BUILT SANITARY SEWER CLEANOUT URI~ DES C4 SUS 9 ' ft W .2 LF SSMH-DS 6~ 342 42% Z~Og°~ "0° AS-BUILT WATER RVALVE BOX NE AS-BUILT WATER METER RIM=383.81 G ~FH AS-BUILT FIRE HYDRANT 8" SW 376.58 ~ a" a 376. ~f ~r ~FDC AS-BUILT FIRE DEPARTMENT CONTROL ~pj~' AS-BUILT PRESSURE INDICATOR VALVE HB AS-BUILT RPZ IN HOT BOX - , ~ ~,p ~ V AS-BUILT AIR RELEASE VALVE MANHOLE EX-CB ~J ~ TOP=384.36 --W.. p AS-BUILT END SECTION 16" W 377.09 k~a =s3a.r~~ ~ 36" S 377.48 CB-45 ' ~ C8-44 ? A5-BUILT STORM STRUCTURE S ~ ~ _ 42" N 376.81 uR~ ~ TOP=384.02. M RIM-383.09 AS-BUILT STORM SEWER LINE SSMH/SMH SANITARY SEWER MANHOLE s ~u ~ 48" W 371.16 48 W 370.10 MH .MANHOLE ~~W - CB-46 48" E 371.06 1 LF 00. 07 48 ~ ~ -a TOP=: n"~ - CB CATCH BASIN 7.4 LF n 58%, SSMH-D4 01.769 `t W 372.40 3:~"E~~ ~ RIM=383.96 DCB DOUBLE CATCH BASIN DI DRAIN INLET "=~9 ~ T 48" E 372 ,ws~ 8" W 377.36 ~iy H 8" NE 376.96 , JB JUNCTION BOX FES FLARED ENp SECTION ~E ~S' ~ x.54% r fry F~ ~-s , 3926 LF ~ K ~ S~ ..._.-..S~lvtrh~-~6~3 ,'l F~T RIM-384.14 W,~.d-~^"""""'_. j 3 DCB 47 /Q t,~.,~c:~=~..~~~-^"x`'75.49 e.,r..,.~»~-M t tr 0 30 60 SMH-D 75.17 21 g / MH 46 SCALE HOR 1"=60 Ff. VER 1°= FT. "m` 30" W 375.36 2 / TOP=383.55 04 M - 330,8 LF ~'4 48" N ~S'..89 8.0 LF ' 24" W 375.05 RIM 89.59 48" N 368.98 01.25% 134.2 lF 8" 361.37 ~ ' jam..---DCB-47 48" S 368.65 I . F x.509, E 381J S - NOTEo lF % TOP-383.67 82 1 8" SE 378.55 " ~ ,.r: a~~ 24" S 375.29 " F C LIGHTWEIGHT LINEWORK SHOWN .a ~ ,08% 24" N 375.27 1F 03 r HEREON IS FOR REPRESENTATIONAL PURPOSES ONLY. INTERIOR STREETS, DI-56~ ~ 110.3 _46 ~ RIM=3 . 9 =i p1.8 y CB 9~, b\ BUILDINGS, PARKING, WALKWAYS AND 1F TOP=387,88 ~ rn 4" W 78 i,118;;i.-~-..-- 18" S 380.79 N M OTHER BACKGROUND INFORMATION IS 24" E .9 1~ 24" W 380,28 ~ ~ ;tt e y~~ TAKEN FROM CAD FILES PROVIDED TO ~ 30" E 380.21 ~ ~ _.°1 CB-55 ~ ~ i ° ; EDR ENGINEERING BY THOMPSON N TOP=390.28 ~ w ~ ~ . , 24" W 383.78 •o ~ ~ CONTRACTING. THIS INFORMATION IS ~ 24" E 383.68 ~ DCB-52 ~ CLEA~t,OUT ~ TOP=383.58 ` i GRAPHICAL IN NATURE AND IS NOT w i DERIVED FROM THIS SURVEY. ~ ~ ~n 8" SE 377.98'l; w~. 24" S 377.53'. 1; 24" N 377.3 .-~6.0 LF 2. SEE SHEET 2 OF 4 FOR VICINITY MAP. w ~ ~ ®1.337 TOP 383.56 gt \ SSMH 1 k ~ 42 CB-49 24" S 377,68j7;;~ ~ RIM= 4.51 ' 0 =384.04 w~ TOP=387.81 24" N 377.61 IA6 73.82 5.49 Z J 18" S 381.76' ~ ~ ( ~ ~ 1 SW 37 8 73.71 r 1 " W 375.24 18" N 381.66 ~ U ~p•~t \ CLEANOUT ~ 3.67.93 ~ r~~ " E 367.67 of -m~!. ~ R ~1' s ~ m~$. zls. DI-41 ~ W'~4 ~ CLEANOUT 'TOP=383.20 C8-4 TOP=372.15 FQ jl ~ " ~ ! DC8-53 RIM=36 Oa " NW 367.40 6.1 LF RIM=384 GRE 8" S 367.30 ®0.667 TOP=383.53 a RIM=384 INTE PTO 54" SW 36iJ3 ~ °~~H~~ i~;R ~ 18" S 378.78 ~ RIM=38 1 . ~ in DCB-53 ~ ~ CLEAN T 1 0 18" W 378.55 i 1..~ ,9 TOP=383.50 24" N 37 .48 ~ l.~ ~ ~ ~ CB-50 18" E 378.59; 9.1 LF ( ~ s ~ TOP=387.75 a~~~`.., " Y° ! ~ ~ ~ ~ w.. s d. _H. ,.a~~ ®1.43% t ~ t l1 18" S 382.50 - ~,...~-w"".r- ~,,.M.~:=-.~.r:»1'bCB-54 ~a " DI 40- `1 ~ _ 9.0 LF 18" N 382.41,-_.---- DCB-54 TOP=383.76 TOP-383J9 JB-73 01.337 1"" ~ - 24" W 375.39 ' TOP=383.74 18" W 379.01 ~ RIM-384.7 LF ----.'s".!'"-"^"r gyp ~ ~ 3 4• 48" N 366.79 18" E 379.09 18" N 378.91 ~ " ~ 24" S 37 33 % 6.0 LF ~J a ' 24" E 37 ~ ~ 48" S 366.79 i TOP=387,84 ~ "J°~~"` y 4 ~ . <M~°~»~ r DCB-5 t"'w ®8.36% M TOP=3 .73 ~ II II i 18" N 382.62 ~ v y~~ P~.~ _ }1~ JB 74 10" NE"J.0 SSMH-8~. \ CL~"a i~OUTS 21 / 18" SE 36 `+~43 CB_5 RIM=371.3 ~ ~ S ~ - . ~ ~ RIM-384.1 ~ t~ ~~~s (11~~ 15" W 379. ~o ' • ~g•o 24' S 376. w , 1 7~ S ~5 ~ 63% TOP=370.69 6" E 364.30 LEAN " INT `OR ` ELF ' 18" NW 364.97g" 5 363.9 "t ~ / , 54" W 362.34 ~ , - s~ Q~ 24" N 376. L• y~ ~v rn - 10 -10 ~ ` 54" NE 362.27 ~ ~ ®3.567 DCB_72 ~ ~ TOP=38 TOP-383.74 38 ~ DCn_72 18" W 380.29 LF\48" W 5.89 ~ -383.80 0 38.0 8 E 3 5.85 W 5.89 60% r E 3 5.85 ~ 214.7, ~ TOP=376.97 ~ ~ .,:11 E 380,50 24" S 3 i 01.13% -„"',-^"'.p ~ i':w~:. rn 27.3 CB-7 12" NE 372.22 ~ ~ ~ ' 3 CB-7 ~ , o"~ S 366.67 " 3,3 C "8 DC9,r7.1"_. 01.62 -~."'""".y.~- ~ a g-gS-OE T 3 4.17 ~.88~ 1.88% ~ 3.30 ~ M 54;~ W .363.92 ~'-=-~",.~.-.n°"'"~ 48" W 365 88.26 OP=38i -,,.y (j"CB-71 FL E N 66.32 ~ .t,.;;-...~ g ,4 18° S 367, ~,8 +t'•~~,'38O.24 TOP=383.57 FL . I E E 6.32 48" W 365.61 ~ N' 5~ E 363.72 11~ ~ N I18" S 367,91 ,r 73 ~.-7 DCB-26 ~ W " ` .j~ :,1 18" W 380.07 ~ 5. I ' 5.21 ~ r TOP=370.57 \ ~ I J rn - s1Y'~ 24" N 379.65 I f.,,,_,... rs C . 5.9 LF ~ ~ _ 5.0 LF / 5" SE 365.97 ~ i T =388,23 02.887 N 24" 5 379.22 N 383,38 ~ TOP=37229 ®3.80% » ~CB-28 ~ r u- t x\18" SE 369.54 OP NW ~ 65.78 O ~ LL r S 383.18 8° S 369.39 yy 4p' S 365.60 ~ti, _ pp i CLEAN T 1 ~ N 369.19 i ~ j b 1,1 , Jd\ '1 ~ - ~ l+ FH vw~ > ~ ~ 6.8 LF ~ DCB-70 03.537 TOP=383.79 \~S a SSMH-9 7 DC8-70 18" W 37$,94 ~ CB-8a - 24" N 378.49 ~ pp=~ TOP-383.78 24" S 378.25 DCB-69 h~'h°j~' S4 ~ CB-8~g N ~ RIM=37 89 OP= 1.49 ° ~ F/ C,n ~ .79 CB-66 8.9 LF 18 E 379.18 TOP=383.5 SSMH-5 CB-57 ~0ti• 18" N h~ SW 375.36 ~ ~1 ® jj ~ ~ ~ ~ 8" S 36 .55 ~ 18" N 375.26' ~ I ~ 's ~ TOP=387.77 ~ 8" SE 379. RIM=383.58 TOP=3 2 4 01 9.1% ~ 18" N 382.32 ~^s~;~DCB-6 18" W 378. SW 367.85 42" W . 6 cB-z7 ~ ~ Oi i 9.0 LF ~d~~ o _ _ S 367.96 03.89% t~ 24" S 381. ..~.J 8 24" N 378.08 ~ `SMH-2 , ~ ~ ~ _ 42" SE 2 41 18" E 378,97 (F M=384. a 8" W 367.55 C - ~ ~ ~ ' I I ~ ~ TOP=370.82 ~ d': - I 30 8" ~ ro M IRIM=383.45 8" E 367.55 TOP=38 08 6.9 L N 371. , ~ ~ . i.. - 6" NE 76.81 S H- .._w---,..-•-.~"'~`.~ 24" N 365.12 )P=38 08 IL~,.,,.--- CB-13 \ p 24" S 364.97 S H-6 1 TOP=374.75 `F• _ 00.43% CLEANOUT ~ ~ " S 3 5 RI~ 3£ CB 65 ~ ' S 371. - „ RI =380. 18" NW 370.60 ~ ~ ~ g" '.89 /yJq ItOP=377,00 TOP=387.79 ns CB 59r-..,---• - ~ 8.. 24" N 381.52 C 8" S 366.76 TCyC 18" N 371 9Q_...---.... ~y~~,~ „~~..»•d J~ ~ r~.w ~ J •4i4F.'.b`•. ~ ~ -_~1,8 .374.80 G SE EANOUTS "CE-ANO T % /gO3 q 8" S 3 24" S 381.24 ~ r , ~H . N i'~ 42 00,52% L ~`~4 ~ : , ° g•~ SW 37 I C TOR I ~ 127.1 L ®j~ i, 2% r,C..~, 0 ~ ~4,~r~ ...--~-""`v~~~,.~~~.^. DCB-26 N ' ~ ~ JB 38 '0 ~ ~.,c ,..~.^~'W» ~ TOP=370.64 Sy 18' x.10 ` • ~ 24" N 364.44 I r 8! - 36 . 1 ~ , ~ SyF 24" S 363.24 ~lq 1 ~ 1 8" S 3 42" NW 3 . , ~ ~ a in 73% RIM- a.- 31 LF r ~ s•R ~ 193.9 1F 2 TOP=379. , . , 1 -n ~ DCB-63 " SMH-3 _.r•.-.." L 18" E 373. q 379. ,3.1 LF 42 S ~ FT ~ ~ ~ DCB-26 l :y q 3 I~~~'J 6:9 LF--~'t TOP=370.64 .373. / rd' / ®1.45% jk`'24" N 363.14 ~ OP=383.39 84.43 4% ~ ,J " ~t, ~ s-^ 9 3.0 1F 0p.6 ~N gv ,~...W--~-"' LEA OUT Q ~ ° \ r, ~ V ~ ~ ~ 46" S 362.99 m 3f~ N 376. 1 ~ N 70.50 6ry ,yv=;.u, lco V,, t 6.0 LF 30 ~5~~~O°"SF I r, t ~ S 376.8 ~ ~ ~ Q r 'i ~a: ,y 01.83% u T , F ~ c1~ \s TOP=387.61 `~lF'~~i 68~..;;:~- DC8- 3 ~ ~ CLEANOUT 182_;,_0..-; ti, ~E:; RIM=3 ~ a 24" N 380.36 ii •Ir TOP= 3~~ ~ ~ C - 6„ N 3 0 a M 24" E 380.26 11 r: 24" W 377.21 TOP=383,93 { 8"W3 4 \ ~ ~ 1~Y~y%' 36" SE 376.59 .y, 18" N 382.92 g" E 36 6 ~t ? ' ~y ~ TOP=383.62 A U.~CEA T ,~;OP-373:25 ~ H- 0 \ ~ 36" SW 375.15 pq, 36" NE 375.09 \ \ 1, w~ NW 363.10 \ ~ I RIM=3 .44 1 SSMH- \ x",42 362.85 t~ 8" N 38.44 ti ~ _ tl RIM=375.33 ~°a ` 4 3,56.25 s wv, ~rF -20 /C -62 TOP 6383,53 CLEAN U I CB-23 OP 3 .4 36" W 375,50 ~ 1 r 8" 365.42 e,,, \ \ ~ .n RIM-371.43 - 36" NW • .81 ,9 f~r,,~...---"""'~ TOP-382.44 36" NE 375.37 r+ ~ CB-21 ~ ~ 8" N 362.09 \ ~ IM=369 1 ~ 8" W 359. ~L _ 15" SE 37 36" E 3 5.79 \ \ 8" N 3 ~f,4 s 66.9 L / if ~ ~ ~ 02.62% ~ 147.31E ~I-76\ o ~ ~ 48" W i.Dt 01.27% ( \238 DCB-22 48" E ' ~0.7 g'S~° 'A m ~ TOP=38O.4'i~ ~ r1 - ~ N 6" NW 376.26 \ X32 r°~, 4 (F TOP=368.15 12" W 372.88 \ (F ~~3 42" W 361,89 ° 6.0 LF 48" N 361.89 y0°I° ~9• G °fl CB-43 N --____,~a TOP-381.27 18" SE 372.65. \3q A TOP=395.48. - 12" E 376J2 ~ n t3q ~ 01.50% ` 48" E 361~~.7 ' L 1 n ~ DCB-23 \ ` 125 SSMH-1 ~ I 15 SE 390.93 % CJH~~•._-.- ° A~~ES _ W ~ ~ CB-25 \ .,.w•- RIM=36 10 TOP=37i.i8 ~ TOP=368.96 .A„»~ 8" N 57.50 ®Ri F` R s \ ~ y rtl ~ ~ \ 24" W 36419 4 3 S 18" NW 366.53 \ ~ DC8-22 8" 363.40. ~~,l~ 00.65%~ TOP-370,14 4" E 365.98 329.0 LF_OD.54% , _ - y _ -24" E 36419 ~ r~~.,.y„~ g9~6~F 00.85%TOP=368.22 FH ~ E 357.40J+^~ 12~~ - ~ ° . ~'I?CB 23 24" W 363.2~~~~~~„~.~°'°""'~ 8" SE 357.30 ' , SMH-18 -~--~"""~X~ CB-22 15" S 366.84 SMH-18 ~ TOP=368.93 42" NW 3~„?6 , 5.9 LF 24" W 364.18 SMN-15 ,~r, RIM=36$.96 ~ SMH-16 r---" TOP=381:74 RIM=36$.96 15" NW 373.18 y-,""°"~~5 _ 363.37 '90 ~ 15" E 373.18 / 'x"384 ~ '"^ti ~ < 8" SE 3.1 -.N~36337 RIM=365.97 00.17% 24" E 364.1 "'"6T"98 _ RIM=368 ,J 8" SE 3 3.1 8" W 357.48 g 1 ~ 53% p ~ 8u"t1CM 3_5~,.J.S~,,.,~,•~ FH , 8" E 357.3 33 ' „ . 0-^"..~--^~~.~-~"""" 8~ SMH-17 TOP=364.74 I,~ x~~ ,^~~..~s~ I,~--^''",.__.- ~ ~3(F RiM=365.49 15' S 3~,9.,~~ h~ N r ~ ~ RISER ~ X09 8", E 359.492140.4E ~ 4~~~~`~` _ .<~~~--M"~~°~--....."-'""''~~ I- I TOP=370.08 F 09 ..M--~ ~ 15"" NW 366.06 / ~ ~ 15" N 365,96 ~ 15" SE 365.86 ti I ` 9.8 LF 02.17% CB y4 -f"'~ NOTE, ~ ,0 CB-42 6 ~ 1 ~ ,0y COP 366.67 P-364.41 > MH-4 fES-5A IS UNDER g~¢,a?~~'I~~~'OL50Ntl50REtl1.",":~iti~i v 15" N 355.86 RIM=353.35 WATER. UNABLE TO nlCT9it~Y~'317P;ti'21N?Q w' / 75" NW 358.87 1$; W 355.57 .~,?q 12° E 348.12 RECOVER INVERT Z M TO=390.29 15P NW 386.93 CB-18 /r 15" SW 358.82 24 SE 355.38k 24" NW 349.08 INFORMA110N J TOP=365.41 15" SE 386.73 15" E 361.66 ] B-17 / 18" E 358.82 ~w 24" S 349.07 v.10 l u 9 d 3 J _ OP=365.6 W 361. 1? TOP=365.63 W 361.03 t 13 015" NE 36{ 015" NE 360.93 in 1'~ FES-5 24" INV N 348.78 - - - AS-BUILT LEGEND Q AS-BUILT SANITARY SEWER MANHOLE HOPSON ROAD ® AS-BUILT SANITARY SEWER CLEANOUT AS-BUILT SANITARY SEWER LINE IMPROVEMENTS "p AS-BUILT WATER VALVE BOX (SHEET 4) AS-BUILT WATER METER ~FH AS-BUILT FlRE HYDRANT ~fDC AS-BUILT FlRE DEPARTMENT CONTROL ap` AS-BUILT PRESSURE INDICATOR VALVE AS-BUILT RPZ IN HOT BOX AS-BUILT AIR RELEASE VALVE MANHOLE g~ AS-BUILT BACK FLOW PREVENTER p AS-BUILT END SECTION p AS-BUILT STORM STRUCTURE AS-BUILT STORM SEWER LINE SSMH/SMH SANITARY SEWER MANHOLE MH MANHOLE. .w -=x", CB CATCH BARN . AP DCB DOUBLE CATCH BASIN ~ ~h, , . \ ~ DI DRAIN INLET JB JUNCTION BOX 1 N~ FES FLARED END SECTION ~ , ~ W W O 30 60 _ : (n W NOTE. SCALE HOR 1"=60 FT, W (n I. LIGHTWEIGHT LINEWORK SHOWN VER t"= FT. v VIC NITY MAP C HEREON IS FOR REPRESENTATIONAL PURPOSES ONLY. INTERIOR STREETS, Z (NOT TO SCALE) BUILDINGS, PARKING, WALKWAYS AND. J OTHER BACKGROUND INFORMATION IS U r H TAKEN FROM CAD FILES PROVIDED TO ~ ~ Q L' M EDR ENGINEERING BY THOMPSON ~ CB-3 TOP=372.28 CONTRACTING. THIS INFORMATION IS 10" S 368,14 GRAPHICAL IN NATURE AND IS NOT ; ` DERIVED FROM THIS SURVEY. 54" W 359.34 C' » 54" E 359.19 ~ ~ • J ~ .wee 1 ~ ~ u F' LF ®0.56% •69% » "„e ~ x ~ 309,3 M,•.-•--" "w ~x~ ~ ~ ~ k~a ~ n,~, ~ ' u. RIM= 72.0 12" S 36 tt7 ~,xi,,, »~u ~ 4 I V"° ~.o m ~ 8 58.7 LF 3 ~ ~ 321.93 ~ 321.6 X8.96% F ~ JB-34 RIM=372.7 n.,, ~ 5MH-1 RIM=327.2 ' 18" N 367, 5 ~Fj » 10" W 316• a 10° SE "PLUGG " ~ ' M " ~,o ~ fLOWI.INE 315.72 ~ YlL Wb ~ W9B F ~4» u ~ - J m~ yx, SMH-6 ~ .8 ~1y. 9~° M(~r »i» Ni" CB-8 RIM=348.69 33.331 TOP=347.99 10" W 331.14 15" 5 344.69 10„ E 330.89 ~ ~ 15,8 Lf to . E T 357.47 " 1 m" ~ n i " " ORFICE 81 i MH - C~• r ENING W 353. SMH-7 ' JB-36 TOP-371.77 RIM=372.65 15" E 368,32 ~a°° 8" N 351.16 » ~ RIM=346.73 , ~ CB-4 12" N 366.00 18" S 368.17 ' » n 48" S 351.05 10" SW 332.05 ~ ~ h1~ N ~ ^7 .71 8.3 x,41% x .~,~-'•%~~OLF"'" RIM-3 TOP=338.11 "",,,N~ S 330.14 12" W 365,56 N ~ hry » 10" E 331 13 a, 12" S 365.27 ° M ~ , „ " ` 138.3 ~ ~ ~\~~,•55y° f ~ 15" NW 333,86 10" W 329.85 • ' ~~~v'"`~"`~~ 0" E 329.74 SMH-4 , m GB"° 7 ~N ~„~°°=^~,m,,, RIM=347.24 H~ r ' • ~"'E ' '^a• 1 D" W 329.20 -340. , ..~j ~ m - ~ ~ ~ 352 ~ o TOP=348.08 , ~~~~r",,,-,~,_. ".•4i, µ 10" NE 329.0~;,.,,,.~°^.:::.:-' ~ 6~~° 10" :S 8,31 g " Fh' , 203 lF k ~ 10" 328,21 ®1.1% 15" SW 343 83 ' ~ ®0.4Sq ~ ~ 119 . ~ ~ w ~a 19 ~ e ~ ~ s r 1 C, ,w:~"(y~ ~ ~ n ® FES-3 ~0 15" INV "~'""""®p ?8%RIM=342.9 "V~ ~ ~`~p.~'Ay' o ~ ~ wr SE 326.96 CB-6A FE. ti~ ° ~ ~ / ~ r ~ " p~ STORM MH TOP=346.42 36' /'R•~ _ 1, MH-5 ~I° fES-7 6?.6 Lf 36" W 337.58 `""..,.yy , 46.42 36" INV 36" E 337.43 2584 ~F CLEANOUT~ 5~....._,. ---t s ~ ~ RIM-348.75 J _ ti 15" NE 341.77 E ; e^ 8 ~ !F RIM-343.73 h ~ oj, ~ ~ ~ ~g c.-- JB-35 ~ 48" N 340.15 , ~ 15" SW 341.55 341.77 E 338.11 x~'"„":.."'"~T ~ r J P ~ _ E ~~g 15° SE 339.68 0 xM1l RIM 372.70 " 48" SE 332.68 ay " F, ~ f 18" S 364,86 ~ 4 I ~ ` ° 15 NW 330.48 ry~i ~ 341.55 ~0`3jq r 24" N 364.5 B-1 3 ~ , ~SA ry~~ :'~'h~ ~ ~ ®0.36% RIM=346.75 " E 364. 3 / 0• 24 4f 70P= 1 J? CT :29s 7.6 36" W 335.90 113'21 ~a ®1.o FLO ~ e N 353 ® ®1.1~~~,~ AND 4 ? , CB-6 JB-3 36" NE 335.80 RIM=357.01 24" a~ ®1.8g% B- TOP=344.73 W 1 ° 48" INV 6.2 ~ T =344.6 e 15" NE 340.53 36" W 336.48 36" E 336.31 ~'N a°j W 331.37 12 9 r NOTE: SMH-8 SW 3 .44 15" W 340.33 ,q -n ~ FES-4A IS UNDER CJ RIM=345.21 ~ ~ 15" SW 40.60 ~ ~ WATER. UNABLE TO 15" 339.68 RECOVER INVERT ~ FES-3A 10° SW 333.49 V F 7 ` INFORMATION 15" NW 340.77 8" INV 10" NE 333.31, ^'"RIM 37$•7 "~-,.36 NE 329.48 ~°1° ro 3 6. Q h. ~u,a 1'' ~8. ~ sm Nor / rn O / ~0' / NNM 4 r, ~ TOP=348.27 15° SE 343,52 ,5 FLOWLINE,,,~JSL-356?F2 . / 15° NE 343.47 II EASE ~k6WC(PT~ E 35 ~ ~0~ TE%~EWiO IN B-16 GRE E ~IEFAA (~tlf.T TOP=372,48 SMH-12 4" NW 367.93 RIM=352.47 ~ SMH-13 FLOWLINE W 355.63 SS - 0 0~° RIM=356.61. FLOWLINE NE 355.23 8" W 346.59 MH-3 RIM=345.89 6~ " _ h 8" E 346. 2 -4 R - .7 9®0 8" SW 351.18 HW SMH-9 y ° CB-10 15" SW 341.72 h 6 8" E 351,06 02% CB-11 ~ 15" E 335.94 15" INV RIM-350.94 TOP=348.35 SSM ~ 8,. z •67 111.1 LF. ®4 OP=350.87 1t r,. --r W 335.23 10" SW 343.19. 15' NW 343,90 s =3 .G9 ~ L,. w ,33.3 LF ~,F,...-~•g;5'L ~ _ c•.~h,,,341,54 10" NE 342.92 8~,1:,.36.r, r ~ w. / ~ F;', SVY";,~k,,04 rn ~ ®2.13 30' INV i B SW 65. ~ _ - , ~ ° ~:1~ N ~ SW 329.11 RIM= f,,,.~ CB 13 ~,,NE ~.1. ® , ~f MH _18 - g4'4 ° 6,3 RIM-~.2 ~ TOP-354.80 168. 4 r _ (~p•14% 8" V 356.. 15° SE 351.10 5 ~ E v,~° SMH 11 _ in,.:~- 8" W 366,17 4 WLIN E 3 x•229, `'`~..rR7tp RIM=353.10 .y k CB-12 nd SyI ~.CF_~ 8° SW 345.09 6ti. ltd /`Q .409, ~!g lF CB-19 1. ~ TOP=350.78 l~ 8" NW 345.24 92 TOP-371.74 ® ~7 ~.5g% 1~ 15" NW 342.31 ~ G~c 8" E 344.72 48" W 357.70 g ~ G n/ ,5, 8 15" NE 342.26./ "j• ~ ~y ~ 48" E 357.66 2'~ ~ ~ V Q ~4R/ R/~ 1p as ~ ~-r..._~ , SMH-14 30° WV ~-.r 499, RIM 365,6 , / NE 329.99 ~ h~ • SMH-1 8" W 354,,,5;,. r" ~o M=354. , 8" 4.3~ 8' W 344. 9 SMH-1A ~ 0" NE 343. 9 RIM=353.86 - .~•'Y r,r'' 8° NE 345.37 ~ ~ y .y r ff H W W 2 W W (n v W Z J Z U 4 - _ _II MATCHLINE SEE SHEET 1 4 ° MATCHLINE (SEE SHEET 1/4) ~ o n ~ a E~ Qo3 311 k6 r ti, .9 1 51 001 ° 10n ~1 311 91 lT. 6a• 92 eP~ dt 16 „ 5 16' ~ 6~ ~ y5 , 13.1 Gti ~l~p~~ ~ C,0 '51020 3 6 s n 1 /'f Ge h• ~ 52 g6 r""' ~ 30 3. 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AS-BUILT STORM STRUCTURE AS-BUILT STORM SEWER tJNE ~ .g (F SSMH/SMH SANITARY SEWER MANHOLE ~ MH MANHOLE ~ ®1.8~ ~ 9, 9 CB CATCH BASIN ~(j• ,k2 802 693 •~'~J' GepQ,3~ 39 6~3 ~'/?7 1 n 1~ 36 DCB DOUBLE CATCH BASIN 15 n 50 DI DRAIN INLET JB JUNCTION BOX a~ FES FLARED END SECTION ~ ~ 38 CF NorE; ~ 9 X36 ~ 03 c~ eo3~ 30122 LIGHTWEIGHT LINEWORK SHOWN 0 30 60 03 6yo 6y „ C\ 3a 1~5 yE HEREON IS FOR REPRESENTATIONAL -SCALE HOR 1"= 60 FL \ PURPOSE5 ONLY. INTERIOR STREETS, VER 1"= FT. BUILDINGS, PARKING, WALKWAYS AND 996 OTHER BACKGROUND INFORMATION IS tF®? kp 302~~k0 TAKEN FROM CAD FILES PROVIDED TO 'sg G~oe~~~ 3~10~,9 EDR ENGINEERING BY THOMPSON \5y yE CONTRACTING. THIS INFORMATION IS / f 6 GRAPHICAL IN NATURE AND IS NOT ~?6 0-~ ~1g ~5 ~ k DERIVED FROM THIS SURVEY. (F ®3 ~pQ ~~5151 - S8g\5 „ y~ ~ G ° q ~ ~ r 2. 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