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PIMENEW STANDARD LEGEND J~ ..A ~ ~
***CAUTION*** ~ WATER VALVE : =r'~0 4
1139 ° WATER METER ~ ~ SEA L = a
Johnsonvlle 1114 s`h. s7 N.C. UNDERGROUND UTILITIES PLAN ' ~y FIRE HYDRANT 9517
~ SCALE. z tu.z s , ~ ® SANITARY SEWER MANHOLE ~ w o SANITARY SEWER CLEAN OUT (C.0.) ~'~,`~p'~.N~)NEE~•'c~~,~~
Johnsonville u ~ ~ = 50 ~ 3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-ao0-632-4949 PROFILE SCALE: ,d ~R~ .L. CENTERLIN£AY ~~~~`~~~0~~ x
tt 4 ~°~aus^' H. N rroa 1?f7 A ONE CALL SYSTEM FOR COMMUNfTY AND JOB SAFETY. V. N ~-A UTILITY POLE & GUY UTILITY POLE ~
24 ' 0 PROPERTY CORNER ~
1143 ~ ppqq PROPERTY UNE (SURVEYED)
I~ 87 CAUTION (~-----0 PROPERTY UNE (UNSURVEYED) ss- SANITARY SEWER L/NE
THE UNDERGROUND UTIUTIES SHOWN HAVE BEEN LOCATED FROM - - - - WATER MAIN ~
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE ENgNEER rI57 MAKES NO GUARANTEE 1HAT THE UNDERGROUND U11L111ES SHOWN -uCt UNDERGROUND TELEPHONE/CABLE p ~
COMPRISE ALT. SUCH U1ILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT 1HAT THE GAS MAIN ~ • ~ $
UNDERCROUNO UTLITIES SHOWN ARE IN THE EXACT LOCAl10N ~ INDICATED, AL1HOUgi HE DOES CERTIFY THAT 1HEY ARE LOCATED -uce OVERHEAD ELECTRIC UALITY LINES w ~ 1!1 ®®i ~ ¦ ~ STORM DRAINAGE PIPE ^ ~ V ~
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P/NEl9EW STANDARD LEGEND ~A, ~ ~
***CAUTION*** 1292 ~ 113 S WATER VALVE
~ ~ ~ yS a n WATER METER EA L c ~
Johnsonvipe J 114 sin, a~ N.C. UNDERGROUND UTILITIES f1RE HIDRANT ~ 9517 ~ ~ ,u~
PLAN SCALE: ® SANITARY SEWER MANHOLE ~ ;~F ~ z
° ~ 1 = 50 Johnsonville 3 DAYS BEFORE DIGGING CALL 0 SANITARY SEWER CLEAN OUT (C0.) `~D'~:~G'IN~E~;.~c~~~~ ~ ~R~ L, CENTERLINEAY COQ~`~~````~~ ~
>z TOLL FREE 1-800-632-4949 PROFILE SCALE: rr
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24 Y : UALITY POLE ~~~/V r 0 PROPERTY CORNER
rra3 ~ 4-~j----0 PROPERTY LINE (SURVEYED) ~
1108 CAUTION p~J~-----0 PROPERTY L1NE (UNSURVEYED)
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ss SANITARY SEWER L1NE WATER MA1N ~ a
FIELD SURVEY INFORMAnON AND EXISnNG DRAWINGS. THE ENGINEER ir57 MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN -UGT UNDERGROUND TELEPHONE/CABLE p ~
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rn7 AS ACCURATELY AS POSSIBLE FROM INFORMAnON AVAILABLE. THE R ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND ~ ~ A ~ ¦ ¦ ~ 11 STORM DRAINAGE PIPE ~ N ~
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L1,E arNEyEw STANDARD LEGEND ~~~~~,.~ARO/~i
CAUTION t~ trt3 ~ WATER VALVE ~ ~ c WATER METER i~ A L r ~ vi
FlRE HYDRANT ~ ~ 9517 ~ ~
~ons~n~~;ue 87 114 N.C. UNDERGROUND UTILITIES PLAN SCALE. ® SANITARY SEWER MANHOLE ~ F w
1~ ~~~ia wrirr4 27 ~ ~ t~ = 50' o SANITARY SEWER CLEAN OUT (C.0.) ;,~Q'.;YGINE~~'~~~~"~ z
3 DAYS BEFORE DIGGING CALL Johnsonville ~ TOLL FREE i-800-632-4949 PROFILE SCALE: ~R~.L. CENTEREAY ''~~~~~~GOD`N~~a~~~~\ _ r?r nul ~
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nob ~ ~ A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. V: N 24 ~ 0 PROPERTY CORNER
114.1 0~-~~1 ------0 PROPERTY LINE (UNSURVEYEDj
7108 ~ 87 CAUTION ss SANITARY SEWER LINE •
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION ANO EXISTING DRANINGS. THE ENGINEER WATER MAIN ~ ~
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INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED ~ ' AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, THE /001 ¦ ¦ !0011. • STORM DRAINAGE PIPE ^ ~ U ~
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~ WATER VALVE ~.~0 ~.y~ a
Johnsonvile Sch. 87 ~ WATER METER :0. EA L FlRE HYDRANT ~ 9517
Z, N.C. UNDERGROUND UT1LITIES i ~
- ,,,TM~~,,, PLAN Si Johnsonville as q PLAN SCALE; ® SANITARY SEWER MANHOLE ~ ~ o SANITARY SEWER CLEAN OUT (C 0.) ~ ~0'~ INE ~ ~
3 DAYS BEFORE DIGGING CALL ~I ~4au~p = 5O' R/W R1GHT OF WAY ••/~~C ti~~~ ~'~%,F G00`~~
a TOLL FREE 1-800-632-4949 PROFILE Ils4 '~r PROFILE SCALE: ~ or C.L. CENTERLINE III,
vsz ~ H H. N ~----e UTILITY POLE & GUY Z !~a c~P UTlUTY POLE
u43 24 A ONE CAIL SYSTEM FOR COMMUNITY AND JOB SAFETY. - U: 1]11 24 N 0 PROPERTY CORNER U: ~
~qg - 87 0- PROPERTY LINE (SURVEYED) -----6 PROPERTY LINE (UNSURVEYED)
CAUTION ss SANITARY SEWER LINf •
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FlELO SURVEY kJFORMAl10N AND EXISTING DRAWINGS, THE ENGINEER - WATER MAIN ~
MAKES NO GUARANTEE THAT THE UNDERGROUND UTIfJ11ES SHOWN GRAPHIC COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR v -uct UNDERGROUND TELEPHONE/CABLE p ~ GRAPHIC SCALE -u~E OVERHEAD ELECTRIC UTlUrY UNES $
ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE ~ UNDERGROUND UTLITIES SHOWN ARE IN THE EXACT LOCATION 5p 0 ~ ~ ~ ~o o a ¦ s s ~ ~ e STORM DRAINAGE PIPE a ~ ~ ~
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED 1 AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE - CENTERLINE ROAD (ALIGNMENT) ^ ~ ~ ~
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND LL1 ~TT('~TAT7*rV 1 UTILITIES. - - RIGHT OF WAY ~ Z
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286 286 2
LOW POINT S A = 17+52.46 7
PVI STA 16+03.05 X 290 OUTLET PROTECT~N #17 290 a. ~
284 284 284 284 HW25= 4,05 FT v=i a
P ELE = 269.00 288 Q25= 100.00 CFS 288 ~ 3 0 ~ ai
282 282 282 282 V25= 15,30 FPS c~ ~ F. ~ w
Do = 3.75 FT ~ Y y. la- N z
286 ZONE 5, CLASS 2 RIP RAP 286 u°'i w z ~ Q ~ ~ V w
280 STREET ELEV 280 280 280 La= 10x Do= 38 FT ~~o w dJOiz =
50 VC
27a 278 27a 278 284 Dso= 30" -DEPTH 36" w! LINING 2'84 a o IU- o o ~ x WI= 3xD0= 11.25 FT z aro~~w ~ ~~m~ Y
RETAINING RETAINING RETAINING WALL trwz ~ z~ w ~
wAu W2= 1,25xW, = 14.06 FT Q~ w z Q a x j p j ~ 282 282 ~ =zQ= a ~za~ $
276 276 276 276 ~ a ~ a
280 280 vi ! W
274 ~ 274 274 274 Z
oW 278 278 w
272 ~ 272 272 272 x
0
i / 276 276 W ~ W
270 ~ _ _ 270 270 270 .Ir a
38 Lf DOUBLE 42' ~ ' RCP ®2.63 r ~ - ~ ~ ~ 274 274
~ 268 268 268 ~ ~ 268 ~ 1 8
~ i
RIP RAP 272 272 ~ a
26s 266 ` ' 2ss 2ss OGIWJ ~ y RETAINING ~ ~ ~ ~ ~ !
270 WALL 270 E
OUTLET PROTECTION #16 38 LF o DOUBLE 264 264 264 264
HW25= 2,80 FT 36 RC ~ 2.63 ~~aa
Q25= 74.02 CFS 268 268
V25= 19.33 FPS 262 262 262 262
Do = 4.38 FT ZONE 6, CLASS 2 RIP RAP
266 ~ 266 ~ ~ o
260 La = 10 x Do = 44 FT 260 260 260 Dam= 30" -DEPTH 36" w/ LINING
W~= 3xD0 = 13.13 FT 264 36 LF DOUBLE 36' 264 ~ ~ ~ d
258 WZ= 1.25xW~ = 16.41 FT 258 258 258
W
262 RIP RAP 262 = a
256 256 256 256 c
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292 292
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. 294 294 296 296 8.
290 290 LV= . 0 ~ ~
n
A.D. 4.00 292 OUTLET PROTECTION #18 292 288 288 HW25= 4.80 FT 294 294
K = 31.29 Q25= 115.73 CFS .m
290 V25= 15.30 FPS 290 292 292
286 286 r .g~
125.0 00 VC Do = 3.75 FT 288. ZONE 5, CLASS 2 RIP RAP
La = 10 x Do = 38 FT 288 284 284 290 OUTLET PROTECTION #19 290 E
Dam= 30" -DEPTH 36" w/ LINING HW25= 2.85 FT m
286 W~= 3xD0 = 11.25 FT 286 Q25= 43.65 CFS
282 282 W2= 1.25xW~ = 14.06 FT 288 V25= 13.55 FPS 288 K
Do = 3.13 FT d
284 284 280 280 286 ZONE 3, CUSS 1 RIP RAP N a La = 8 x Do = 25 FT 286 ~ Z a
~ m D50= 18" -DEPTH 24" w/ LINING U ~ ~ ~ ~
282 282 o ~ + ~ w
278 278 284 W,= 3xD0 = 9.38 FT 2$4 ~ Y ~ ~ N z Wz= 1.25xW~ = 11.72 FT vai W z v Q ~ ~ U w
Wa~rnZ ~ ~I
to 280 ao v ~ 280 282 282 U z N .
276 276 TOP OF ~ v TOP OF m
~ w / ~ 278 278 Z prpN~W O ~~OU
274 WALL WALL i 7 ~ 24 ~ Qotr w -w 286 286 a 3WZQ ~ X>~~ 5
2ZQ2 a J?tllA
0% / ~ 276 276 1.0 , 278 278 d
272 272
274 274 w Z~ w
276 276 O z
270 270 w STREET ELEV ~
272 272 274 274 W ~ ~ w
268 ~ ~ ~ 268 z o
RETAINING RETAINING W
- _ _ - ~ 270 WAU 27 0 272 \ \ 272 ~ ~ ~ ~
266 ~ - - 38 LF DOU LE of 30 RCP 2.63% 266 8
268 268 \ ~ _ ~ 27~ ~ ~ RETAINING X70 O ~ a
64 38 LF of DOUBLE ~ WALL ~ T
2 36 R 3% 264 CP ~ 2 6 ~ ~
266 266 268 ~ _ _ 268
26:2 262 E
38 LF DOUBLE 36 264 RCP ®2.63 264 38 LF OUBLE 30' ~
260 260 266 RCP ®2,s3~ ~ ~ 266 ~ ~ m
262 RIP RAP 262 264 RIP RAP ~ a ~ 264 ~ ~ €
258 258
260 260 Q
256 256 262 262 ¦~I
W °
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N Nn N~ N~ Nr N^ N ~ ~ ~O N N N N N N N N N N
N O N N N N ~
I I I I I I H
18+00 19+00 20+00 21+00 0+00 1+00 0+00 1 +00 EE PROJECT; 3059 w