SW5240801_Plansheet - Grading/Drainage Plan_20241104

TED G. GUPTON LEGEND
FINAL DRAINAGE DITCH SCHEDULE PIN #286015620792 LINES SURVEYED
D.B. 1528, PG. 335 /
LINES NOT SURVEYED
ID DA Q 10 LENGTH HIGH LOW ELEVATION SLOPE INITIAL MANNING VELOCITY / - OVHD DISTRIBUTION LINE(OVERHEAD)
(AC} (CFS) (FT) (FT) (FT) DIFF. (FT) (%) LINING n (FPS) COMMENT �O GUY WIRE
PD-01 0.89 1.7 290 261.41 257.75 3.66 1.26 BARE EARTH 0.020 2.94 LINING REQ / G GAS LINE
PI�02A 0.34 07 227 261.41 255.76 5.65 2.49 BARE EARTH 0.020 2.15 LINING REQ \ � / \ � � � - _ � - - _ - - - \ \ � � \ \ � CATV UNDERGROUND CABLE
_'R12=D�'�9"1fll \ \ 1 I \ - - - - - - - - - GRAVEL LINE
PI�02B 1.03 2.0 225 254.37 252.00 2.37 1.05 BARE EARTH 0.020 3.82 LINING REQ \ - - \ \ \ 1 I -
- \ \ 9= RIGHT OF WAY LIMITS
PD�035 0.15 0-4 295 261.91 255.30 6.61 2.24 BARE EARTH 0.020 2.61 LINING REQ
R/W ROAD RIGHT OF WAY
PD-045 0.70 1-9 470 261.91 251.00 10.91 2.32 BARE EARTH 0.020 3.82 LINING REQ � �\�
D}05 0.61 1.7 235 263.00 249.00 14.00 5.96 BARE EARTH 0.020 5.18 LINING REQ
5
X J //� --- --- DITCH LINE
P \\ \ \\ \ \\ \ \ \\ \ \ \ I I I I I \\ I / LO COI` I \ \ \ \ j/l=�\1 W WATER LINE
UT UNDERGROUND TELEPHONE LINE
TEALPORARYROCK CHECK DAMSIWATTLES ` \\ \ \\ \ \\ \ \ \ 1 Y I I I I N I \ \ / \\ \ \ \ \ '\\ WOODS LINE
ID SECONDARY MANNING VELOCITY DEPTH MIN. DEPTH CHECK DAM NUMBER NUMBER \ \\ \ \ \ \ \ \ \ \ I ' I / I I I 1 --) \ / I \ \ \\ UE UNDERGROUND ELECTRIC LINE
LINING n (FPS) COMMENT in in SPACING (FT) REQUIRED PROVIDED \ \\ \ \ \ 1 \ 1\ �� \\I' I I N / \ \\ \ \ \ \ S SANITARY SEWER LINE
PD-01 EXCELSIOR 0.035 1.94 EXCELSIOR OK 6.5 12 150 2 2 I „ \ \ \\ \\ \ \\ PD-05 END I I I \ ( \\ \ \ \\ -X-X-X-X-X- FENCE LINE
\ \ \ \ I \ \>\ \ \ \ \ / 0 PROPERTY CORNER(FOUND) J EXISTING CONCRETE MONUMENT
3 PI}02A EXCELSIOR 0.035 1.41 EXCELSIOR OK 4.7 12 150 2 2 / � � � �
Mo PD�02B EXCELSIOR 0.035 1.40 EXCELSIOR OK 8.2 12 100 2 2 / \ \ \ \\ \\ \\ \\ ma`s FG - 249.00 \ \) \ \ \\ \\ \ \ \\ \ \, LIGHT POLE
( o TREE
o PD}035 EXCELSIOR 0.035 1.71 EXCELSIOR OK 3.4 12 150 2 2 \ \ \ \ \ \ \ I \ 1 \ \ \ \ \ \\ \\ / �Q, STRUCTURE vvv
C14PI}045 EXCELSI©R 0.035 2.52 EXCELSIOR©K 6.0 12 150 \ \\ \ (NTS) NOT TO SCALE X WIRE HEIGHT LOCATION
00 PD�055 EXCELSIOR 0.035 3.40 EXCELSIOR OK 4.9 12 60 4 4 \\ \ \ \\ \ \ \ \ \ \ I' \ \ \ \ \ \ \ / / \ \ \ \ POWER BOX
r- \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ \ \ \ \ M o Pt POINT NOT SET
Q r \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ I / / \ \ N o CP COMPUTED POINT ❑T TELEPHONE PEDISTAL
? \\ \\ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ I I ( \ \
Ld Notes: j \ \ \ \\ \ \ \ \ \ \\\\\ \ \\ \ \ I\ ` \ \ \\ \\ / CONTROL POINT SIGN POST
Z 1. Q10 taken from Rational Method. _ _ _ \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \ \\ \ \ \\ \\ \\ \ \\ / \ TIMBER FOUNDATIONS
2. Manning n value for b are earth=0.020 per NC ESC Manual Table 8.05E \ \ \\ \ \ \ \ \\ \ TELEPHONE PEDISTAL
\ \ \ \ \ \ \ \ \ \ \ �� \\ \ \ \ / C FENCE CORNER
3. Manning n value for excelsior (curled wood)matting=0.035 per NC ESC Manual Table 8.05E \ \ \ \ N \ \ \ \ \\ \ \ \ \ \ \ \ / I © WATER MANHOLE
0
z 4. Tractive Force(Shear Stress)was also evaluated and found to be sufficient for the proposed lining. 01 \ \
Q \ cS \ l 1 I ) I \ \ \ \ \\ \ ( \\ \ \\ I I \ Q WATER METER
< 5. Ditch will remain the same between ESC phases and Final Grading plan. \ \ \ \
z I -� \ \ \ \ l ) I I \ \ \ \ \ \ \ \ \\ I I I \ I \ \ FIRE HYDRANT
Q I I I I \ \ \ \ \ ` \ I \ \ \ \ \\\ \\ \ \\ \ I �\ \ \ \ \\ ® WATER VALVE
�� \ \ I\ \ \ / \I \ \ \ \ \ \ LOD o LIMITS OF DISTURBANCE
0) I 1 \ / / I \\ \ \ I I \ \ \ I I I ( \ 1 \ \ \ \ PROPOSED LIMITS OF
tip° GY DISTURBANCE (TYP)I / I / \ \ \ \ \ \ \ TEMPORARY/PERMANENT DIVERSION DITCH
\\ \ J II I II ESS \ \ I ( ( \ \ 1 \\ \ \ \ \ PROPOSED DRVIEWAY CULVERT
L `\ / I I 015633084 \ \ \\ 1 \ \ \ 1
o 65 PROPOSED MAJOR CONTOUR(5-FT)
>w _ _ 678, PG. 166 \ 1 1 7 \
\ I I 1 B. 586, PG. 490 \ \ \ \,� rso\\�\ 1 I\ I. \ C \\ I I \\ 64 PROPOSED MINOR CONTOUR(1-FT)
N - - I I D.B. 893, PG. 621 II \ ss \\ \ \ \ / I
I I `b . GB PROPOSED TREE LINE
\ I I I h ZONING\
I \ \ \ \ \ \ I \, GRAVEL ACCESS ROAD AND SHOULDER
LO
� STEPHEN DEAN \ � N I \ � \ \ \
c BATCHELOR 1 `s' \ \\\ / .. \\ \\ I 1 \ ,,
/ / \ \ I 1 \ 1
o PIN #286015623232 N o \ \ \ �O , N N N 1 I �\ \\✓ / \ \ \\ \ I \ "Ji.:'' ';` �' '' �` ';. � ' CONCRETE APRON
> N co: D.B. 1165, PG. 416 \\
� ° LO ZONING: GB U) 6� /
� coo \ -7 PD-02A
�' \ ► 2 / // // / I END \� _ _ \ \ \ 111\I \ \ \\ \ \ \ \I \ GENERAL NOTES:
°- I PD-05 START
/ \ \\ \ \ \ \ \ \ \ \ 1. SEE GENERAL NOTES SHEET 2 FOR GRADING AND DRAINAGE
° 01' \ e / 2so - EG -252.00 \\\\ \ \ \ \ \ ` NOTES AND GENERAL GUIDELINES.
STEPHEN DEAN 6� \ ( FL 263.00' I FL 253.54' FG - 252.00 _ \ ) \\ BATCHELOR S3°13'16"W \ \ 2 - \\ \ \ \ \
\ - PIN #286015624653 / I ' 1\ (- ' 26 / / 5 2 _ - - / \`\\ \ \\ \ \V SPOT ELEVATION KEY:
o - D.B. 1845, PG. 706 / ti \ \ \ \ \\ I \ \ 25
OING: GB `O I \ l \ > \ \\ \\ \I
EG EXISTING GRADE ELEVATIONCD 2�3>O N c14
265 \ \ \\\ \ \ \ \ \ \ \ ( FG FINISHED GRADE ELEVATION
u, w O I PD-02B \ \ \ \ \ \ HP FINISHED GRADE HIGH POINT
N 1 U) \ I I START \ \ \ \ \ \ \ \\\\ \\ \ \ \ \ LP FINISHED GRADE LOW POINT
260 ) FG 255.57 FG 255.00 \ \ \ \ \\ \\ \ \ \ \ co / / I FL FINISHED GRADE DITCH FLOW LINE
1 89 08 „ �'� / N OEP-1 / \\ I I ' FG 255.54' FG 255.69' rnD FG 255.12' \ \ \ \ \\\ \\ \ \\ \\ \\ \\ %� / / I YB YARD BLANKET ELEVATION (BY OTHERS)
INV.=254.37 I
\\ S2 34 30 E °� \ / // // FG 255.42'
c OEP-2 / \ \ \ \ \
\// INV.=255.76 / / I I� I m
LO (A
n ¢ / 25$ JN \
/ / / � `
c0 W
: PROPERTY
� � � � +■■ D PD-02A G 25 - cn I GG-
3: LINE 604
� � END m0) a- SEE SHEET 10.1 FOR DRIVEWAY -
\\ \ \ \\ \ \) \\\
\ \I
11
I
FG 256.40'
c \ � �- APRON AND CULVERT PLAN AND / e� \ / / , �, ' 0 15+41 / \ m
6�\ co I PROFILE. / \I ( / / ti 15+p
2
3 z a m // N I / N LP 256.26'
U) / o N 256 GG FG 256.22' GG - -9\- '�+�GG GG FG 256.09' /-/ 7-
\ \
\\\ I w CO 1 l / l / o 2+0o I I I +64
LU / 00 FG 255.78 E+00 I 1
0+00 / 7 1
-
LO 6 �\ I PROPERTY LINE (TYP) // PD-02A /� ""'� r' ( FG 256.05' c = - NORTH-SOUTH BASELINE I I I I I 1 r J \ 1 1 1 \ \ 1
7\ START e� / 2so \ \ ( ii
FL 254.76 K
O D \ \ au ae-1 N 1°04'21"W / \- =� - ��
o I END113.30
PD-01
- 2s1 START _ 2s2 I I
+ ( FES 2 / 259 ��` \\ \ - / // I I / I II X - I I I I \ \ \
I _ I I I I I I \ I 1 I to t 1 ( I I I I I I
rn I I` INV.=257.50 0 ;";' I 25s l I - - _ - ` \ - FL 261.41' / / - I I I I I II FG 254.88' I I I I I I \ \ \ 1 / CV \ I I I I I I 111
Q 15" CL. IV RCP 51'LF FL 258.69 \ \ 265 °3 /' DITCH 004 I I II
I ( ) \ \ 265- ` , ) I FG 254.29 FG 255.00
z i \\ 260' I�� \ - / FG 255.03' FG 254.88' I N I I / I ` \
Q \ %'`'' ( I c 260 262 \ M ) ( ( / FG 254.40' FG 254.91' _- - - I I / c� PD-04 END
10+00 \ .4 ! FG 254.28
w
C, �� ,
I ., ' goo / I
Z \ r )11+00 �6� +00 263 I FL 253.38 o� ,
1 I o ' _ HP 263.27 I - - - > > 253
e" " \ )
PD-04 / I Ln 253
o I \ ' PD-03 r;�?s�! ,, , © START / I I 01 - 255 1 I EG - 251.00
0 END 2 z5s / FG - 251.00
Q I , z5� 261
G _ \
\
� - - ' \ \ \\ / \ \ \ / xi� L
NOD LODE` so Y LOD LdD pz ? � 60 /LOD
p 170 LD LOD �
LOD
p FES1 LOD 00.01' N
)I 1I\\\f1\
'\\�
Graphic Scale
\ 0 124.66Q + INV.=255.35 \ 0502�2 E 30 0 30 60 FT
�(e0B381 - lS4°03'36E N
_ FL 5 START (0 N feet FL . - -260� 1 inch =30
O
I \ - - - - - \ // \ DITCH003 - - - - - _ �- - - - PROPOSED REVISED
\ \ �� \\ \� - - - - - - - _ I I \ ' PROPERTY LINE (TYP) TREE LINE "
1 D
o ` A 256 , UKE
/ 1 I 11 I
°' I JFG ELECTRIC, INC. RICHARD HOWARD FERGUSON AND WSP USA ENERGY®
C:
a - PIN #268015628604 WIFE, IRENE CREEKMORE ENVIRONMENT& INFRASTRUCTURE INC.
co PROGRESS
D.B. 2130, PG. 386 WIEANDE DRIVE,8403
SUIT
FERGUSON 5710 OLEANDER DRIVE,SUITE 110
cn AZONING: GB PIN #286015721905 TEL:[phone] FAX:[phone] 411 FAYETTEVILLE STREET
1 D.B. 1697, PG. 311 ENG.LICENSURE:F-1253 RALEIGH N.C. 27601
\ / / ';F(,nND TRACT TELEPHONE NO. [phone]
unwmngp,phf,
F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TL ;. ;�N CARO''- TITLE SPRING HOPE 115KV
E 05/10/2024 ISSUED FOR REVIEW- 95% DESIGN WMN BBC TL ��..s� `' s SUBSTATION REBUILD
D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL _ = GRADING AND DRAINAGE PLAN
052297
0 C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL %7 _ LOCATION 805 EAST NASH STREET, SPRING HOPE, NC
T FINAL DRAWINGS - R_: �
0° B 03/01/2024 ISSUED FOR REVIEW- 30% CONCEPTUAL RS WMN TL 0 �V,= SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. NO. 170911AO1
o FOR REVIEW �'.,,,Z�ll�ji"H,������� +•`r DRAWN WMN CHK. ML APP. TL
A 12/15/2023 ISSUED FOR REVIEW-25/o CONCEPTUAL WMN BBC TL PURPOSES ONLY 08/01/2024
0 N0. DATE REVISION DR. CK. APP. DATE 08/01/2024 JOB NO. 7818230203 DWG NO.: RDC-28668- 10 OF 18