20141187 Ver 1_B-5358 Revised plans 11x17 121014_20141212

-L- DETAIL 1 DETAIL 2
Y- TOE PROTECTION
Q-) Pl Sto 11 +09.61 PI Sto 14 +0894 PI Sto 16 +7220 ° + +° s °le) SPECIAL CUT DITCH
ZS = 0' 28' 44.5'l L = i 19 59.0" (LT) L = 5° 2T 497 (LT) Ew�e< hRELINIIN RIy PLANS N
D = 0 39' 226" D = 1'245J.0' ' D = 2 l8 539" 2. e °` < Ly
N°tur°I °�S \° Dnch DO NOT U56 F CONSTRUCTION Q
Ground b E` �°
L = 83.6Y L =9423' L = 236 .02'
T = 41.80' T = 47J2' T = 118.10 ' -L- PT Sto. 17 +9OJ2 d= 1.5 Ft Min. D -1.5 Ft.
R = 10,000.00' R = 9,050.00' R = Z475.00' o9.n' e5.a7' b= 2.o Ff. Ge °te ee
SE = 0.02 FT /FT SE = 0 .02 FT /FT -L- PT Sto. 19 +56.05 ��` -L- PC Sto. 15 +54JO Type °f Liner= CLASS B Rip Rap FROM STA. 16 +00 TO STA. 16 +50 -L- LT.
RD =SEE PLANS RD -SEE PLANS 22171 LT ��G2v 7691 LT j'Iplgr O FROM STA. 13 +05 TO STA. 13 +75 -L -LT.
EST. 18 TIN RIP RAP }
O 1f1u11V1f 1111 Fp11fr'.RM1i 8411 IIII rl I_t.. +44.1.55.40 �Y, +37.03 1(111"
1� .....,....�...� _
._. 3 +6/.82 A I ) I;rll I 1 I II:^ I1 +:'. EST. 40 SY GEOTEXTILE m
L- PC Sta. l
m If 1 r v W 11 1 -L- POT Sto. /9 +43 .13
II f II'.^ III IL V41f 1,11vI
" __ -°� -� - -. SSE J 192.08'LT �1�1\1r11 \ II.1 IAIP IQAI4
+TV1911:fi'.i•42'W ..,.._,...,. ._.......... _ ...w...„_ ..._..._......._.... .... _... Smmm 16 .06' LT .... .. ... ........_.. ... _....
' 180.86' LT 'n ...........:._, ... ., .
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+, 1 II .:. Ilr�i'�\I11I9r II11 �:1�.ti 7 .84 R -L - P T Sto. l0 AO Z
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I.' ° \� J,i.0 i 2 PT #- 3 +6.24' y 1 N 125.00 li'�II`,il III \l QA 1 "IVp Bt( ➢A 0 �,.,.
/ u 1117 bMl \I lI�I 141[PM1911y a +I
IL L
Il w�n:::mwm - II O N= 1708567.56 176.24' LT N I f kl* VIr 1JYf I, AP \ f ll il] Ml I �I I 1111111"1II,I Qi .. III ILII �'
II 1 II' EL- STA 14 +45.75 166.06 LT I i h +1 4 III it\ II SPECIAL DITCH �, W I11 I VOVI "I IF, if FIR !I R I I"" r IIII +R r -:V N "W O CJ
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':11' \N I'u)Wlk PERMANENT UTILITY EASEMENT (WATER) I = W
ly 1 & hl'NC I' \1L li if Ib9I 1!11:1 PERMANENT SANITARY SEWER EASEMENT SSE W izi 2
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PROPERTY OWNERS NAMES
NO. ADDRESS
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- I WAYNE R. BLACKMON & SYLVIA J. BLACKMON 2101 FRANCIS ST. lL,l '' - - -
EL = 8/99T �co 0 W
W d
N
] MODEL FARM PROPERTIES LLC. c
311 MODEL FARM RD g
V{
N. ::. VC 379'
O
840 � �7� **�..•'� w 1 84Q �y
,,,,,,, ,,,,,,(,,,,,, 3 FARAKH KHAN 306 MODEL FARM RD � ^ Lv � K - 37 ^-)+•, � ,,,,,,,,, ,,,,,,, }}}C���i(/i
4 DON A. LEE 312 MODEL FARM RD _ DS = 30IiIpt) u w
SHEIKH KHALID MEH OOD I,,,�
314 MODEL FARM RD m f W
V'"1 4m 1 f �l
W :: t'} I
b
RAYMOND WAYNE CHAMBERS J
316 MODEL FARM RD
W J ZiJ
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W [►1
830
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PROPOSED
R P �
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W
820 � r � �2 DATUM DESCR I PTI ON
�� THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
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! + XISTI 77_�540111 _ t C7 ©' "' " " °° "" "" IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY ° °' ° ° °' ° ° ° '° ''° ° °'° .3 � +lea
RCBC HYDRAULIC DATA P F T "BL-3"
G S SLRVE OR MONLMEN
RO ND + O
U �
Z
C� �o
WITH NAD 83 /NSRS 2011 STATE PLANE GRID COORDINATES OF
DESIGN DISCHARGE = 440 CFS 2�a 1 C "x$" CBC , `�
NORTHING: 796332.46(ft) EASTING:1708587.56(ft)
DESIGN FREQUENCY = 25 YRS (1 SILL IN LT BARREL 25 SILL IN IRT B�RREL) O vim W� ELEVATION:817.24'(ft)
1 l l ) ..
'- -- .....;.; - - -- THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT ......I ° ° °' O
DESIGN HW ELEVATION = 809.8 FT 1
1
z �J
BASE DISCHARGE 5 0 C F S
(GROUND TO GRID) IS: 0.99991558
jLj THE N.C. LAMBERT GRID BEARING AND
800 _
°������� BASE FREQUENCY - 100 YRS r,,,, 1 �� �����
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
- +
BASE HW ELEVATION 8/05/ FT
"BL -3" TO L- STATION 10 00.00 IS
EL li 1� -1 -1 O
�...S Bab 0 6 2
1 )
445.72 S 87 °24'31 "E
OVERTOPPING DISCHARGE _ !1175 CFS � ° ° °° °° ° ° °°
1 w
: ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
►a
OVERTOPPING FREQUENCY= ! 500 YR S
ti
790 - �,,,,, �,,,, VERTICAL DATUM USED IS NAVD 88 790 ,,,,,,,
OVERTOPPING ELEVATION - 819.8 FT - -- ........... . .-- --
Il
l l ) ) ........) 1
i. 1 BL 3 o
DATE: 12/32012
D AT E 0 F SURVE Y l2 - / - 2012 L STA. 14 +45.75 SCAL:
1" = 50'
780 7SQ
W.S. ELEVATION �° 13.82 LEFT
��� DRAWN:
FT ELEV. SLK
AT DATE OF SURVEY
806.0 I I I�
CHECKED:
GSP
1
�,,,,,,, PROJ. NO.: B -5358
r- SHEET:
10 11 12 13 14 15 16 17 18 4