SW3230604_Plansheet - Grading/Drainage Plan_20240104

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PARCEL ID:01144011 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - /
OWNERS:LONG KRISTIE PROPOSED SWALE "A" SECTION VIEW Q
- - _ - - " - - - - - ROETHER / 35'STREAM- " +
ZONE:RA-40 / / BUFFER + + ++ ++ + SCALE 1"=5' LJJ
/ \ / / + + + + + + + +
/ �CRISCO g=CH 1 . - + ++ +�+ +} + + + + +_ + +
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+ + + + + +. . +. . . + + +. . + +� + +. . Rip Rap Apron Design \I i i I I I
�' }+ + ++ ++ + + + } + + +I+ .+ . . .t ++ + � \�.� NCARD ''�,�
+ + + -� +- s< - j1` / Project: Cavalry Ridge PH2o FEss/o .+ � + + ++ + + ,1_ + + +} + + + + + + - \ ` . _ �� �/ Structure: 101 - HW _ :2 SEAL _-.ram + } + } + + 1 1 /
+ + ' +/ + +. =+ + + + + + } + + + + + + + / ��y�y�i% ji \r / NCDENR Erosion and Sediment Control Planning and Design Manual = -
+ ++ + + + + ` + + i �� + + + + + + + + 1� \ 1 u /�`
+ '+ + + + + }� } + + . / \ + + + + } + + _ � �,/ ���„ Do = 30 in. d5o (6"min.)= 8 in. 04550
+ + + / I + + + \ - ��I + + + + + + + + + + + + +� + + +� � I ` / �111�\ rye \
+ + + + + + + + + + + + + + + + � + + + + + + + + �+ .- .� � I Q10= 28.7 cfs dmax 12 in. � N.E G \\
+ + + + + + + + + + + + + = + } + + + + + + + + +_ -+ v� - - - - - - - - - �, FIN IC.K\�
+ + + + + + +. . .+ . . + + + } + + + + + + ++ + + + + + + + + + +. y I y - 3Do = 7.5 ft. th= 18 in. �� IIIIIItt6)10312024
\ + } + + + + '� -� + + + + + + + + + ++ + + + i I �a (1Urnin.)= 16 ft. V= 8.0 fps
+. + - - - - -
+ + � +� ` �% + + + ++ + �� -_-dl� ~� W = 18.50 ft. Class= B (NCDOT 1042-1)
+ + }
+ + - - - - - - - - - - -
+ +- + "
+ + EX. WETLANDS _
+ TO REMAIN. / I I / I D
+ + UNDISTURBED, TYP- I- I-
\ Outlet W = D + L 9 !j �' � Z �
+++ + ++ - `' // \ Z pipe (Do} o a I' i i i Ill U Lu W
+ + + + / ` J/y \ diameter ! U
+ + La
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+ ++ + + �17 �/1 510-� \ T 20 -Z- g r _ - I 3
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} +\ I DRAIN FIELD, TYP. _- - ;l I `iiI Si; - - v '
+ + + + (APPROXIMATE) \ :. _ N m m m
+ + PERMANENT SWALE'A" o / r _= _ . t `_ I I I I a� 2 a m
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\ ` LINE LAST 50 LF W/CLASS B "� \ 1 -- I it II� Ij a m
+ ++ + I \_ I \ RIPRAP, MIN. DEPTH= 18" - ' v"2iS' rO a a
+ + + + (SEE SECTION VIEW) '% s o lw- N N N
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+ + + + + \ \ /\ ' ptl 1/ PERMANENT PROP. CLASS
"+ V�j SWALE 1S RIP-RAP APRON 35IOF 15I HP 0.91% 3 5 10 20 50 100 2 0
40'TREE SAVE AREA + / �I/ ;" \ Wt=7.5'W =18.5' I l 35'OF 15"HP @ 1.51% ,' @ 00 500 1000
�_ � - II z INV. IN:507.74 3
192,025 SF=4.41 AC + + + + / - :: ;' - - >.::'' J / L=16'D =8" INV. IN:507.63 Discharge(ft /sec)
+ j _ so- INV.-OUT.- 0
- - - - - - + + + � / \ _ � '.,' _;- � _ �.� :>; ,� �' � l INV. OUT:507.10 LL
+ + -k / / \ '�:''` 0 29 OF 15"HP @ 6.42% �' o T
+ + + + / INV. IN:510.72 35'OF 15"HP @ 2.89% `e I PERMANENT \ Curves may not be extrapolated.
s 40'OF 30"RCP @ 0.62%
t + + + + _ - - - - �o INV. OUT:508.86 INV. IN:506.68 101-HW IN
IN:502.05 ® I SWALE 2S II 7i
+ + / INV.OUT:505.67 , \y / Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(Tw<0.5 diameter). r `
+ - I PERMANENT = _�� / +
+ } EX. TREE LINE - _ � N ^ 'INV. OUT:501.80 -
/ + + } 27'OF 15"HP 0.89% V ' o N \\�"I'y%% SWALE 1N = _
- + + INV. IN:512.65 �/ + cn o N ►�
+ + + INV. OUT:512.41 p `�
+ + 55 wa FM 510 ivo UJ
+ + + _ - - _ _ J .N N
+++_++
+ + ++ ++
+ + CL r � N
PARCEL ID:01144013A + + + + Spy o, �► ( ,
OWNERS:JAMES AND +. ° L � v
JUDY MCCLELLAN +
ZONE:RA-40 + + + + - 510 _ 505 O
+ + 27'OF 15"HP @ 2.50% �\�` II 510 O � O I ' '
- - - - + + + + / INV. IN:512.59 S>� =�V4 s.. 100 FES �\ i�jt��i o �y U ELI W
+ + INV. OUT:511.91 ��� 35'OF 15"HP @ 2.65/0 W O
+ ++ + _ INV. IN:
O
+ + / ' s - INV. OUT:505.30;\� PROP. 10' 135 OF 15"HP @ 2.63%
�+ + + I. / / '� I UTILITY MT I �� INV. IN:506.95 I ��%%/�I11���n ct z
+ + + l :e `S20 �IU�\ PERMANENT SWALE 13 \ // INV. OUT:506.02 I I l l+ ! + ,. LINE W/NAG S200 �` I I -----------------
+ V Q
+ + + �' \. \ I I 35'OF 15"HP @ 0.79%
/ \ I
+ + } + � / � '.. � \ Sao. I ', , PERMANENT SWALE 12 INV. IN:507.71
520' / \++ + ++ ++ / © i``~ 14 + I INV. OUT:507.43 I I U ct
+ / \ APPROX. LOCATION OF J\
+4 + + / ' \ CONCRETE DRIVEWAYS I I I I I
�t (TO BE INSTALLED I I
/ + ++ + \+ I / I PROP. PRIVATE WELL, t \ S T HOMEBUILDER)Y I I I I PRIVATE
} + + + 4 / TYP. (APPROXIMATE) 2p I 1 I PROP. 10
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+ + / \ _o �- SEPTIC FORCEMAIN
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+ } + I c� \ �� PROP. 10'PRIVATE I I I
+ + `) \ SEPTIC FORCEMAIN J I I
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+ + + / / EASEMENT \ \ I I I I U O
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+ +(
I. PHASE 1 -AREA RESERVED \ \ I
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+I FOR PRIOR DEVELOPMENT �,� \\
PROP. PRIVATE FORCE MAIN
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+ + +� I _ \ �, I \ (APPROXIMATE) I I m �
+ ++ + I I
+ + I X -X-
+ I \ .+ + ++ + +�i I FM�FM FM�_FM�FM - - / I I '� M n m
+ J I ` FM PHASE - - - - w
++ ++ + }d I Y 1 \ -�M -_� M�FM�FM -I I .�� GRAPHIC SCALE o
+ + + +I I I
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I. I I I, \ PHASE 1 0 40' 80' Sheet
- ( IN FEET ) C-4. 1
1 inch = 40 ft.