SW6220506_Plansheet C-04A- Grading/Drainage Plan_20220621

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STORM DRAINAGE NOTES
1. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL
DISTANCES TO CENTER OF STRUCTURE.
2. SEE EROSION CONTROL PLAN (SHEET C05) FOR
RIP RAP OUTLET CONTROL DIMENSIONS AND
SPECIFICATIONS.
3. ALL RCP SHALL BE CLASS IV.
I / EXIST. SURFACE I
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\ \ \\ ' r ' a/ ` \ ` \ \ I ( SCOTT A. MACKENZIE `\\ SCOTT A. MACKENZIE INVE
\ , / '/ \ , + \ P.B. 131, PG. 16 , P.B. 131, PG. 16 '
PGEIT / ,. ;'' _AAT\- `, 1 \\ \\ D.B. 9835, PG. 743 \\\ D.B. 9835, PG. 749 I P.B
/. 'iii \ \`\ +I \\ w \\ i \\ D.B. 1
\ I I I
V" - \ EX. WETLANDS
'---- `\(DILINEATED EXIST. SURFACE
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PROVID BY HAL \ \ WATERS
OWIN & ASS IATES �%x \\ \\ APPROX. 10,06 SF-------------
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BY
VEGETXV
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GENERAL SITE NOTES !' / / '''' \ \-', \\ ,,35 o
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL , / , ' , / ` \ EXTENTS OF ,A s
Q� / ' / �'�, � ,/ \\ \Vi 11 ` \ �1WETLANDS `\\
JS\ `\ �`\ ' \ DELINEATION \
INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. / +''`r a� \\ ; \\ `�''�— `\,3\\ `\\ _ _ SEAL -
THAT MAY BE REQUIRED. ` / � �� �v, \ `\ EXIST,sURRACE \\ S � - -
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS =, / `,, \ \ ` \,TERS \ // c NE
`\ A ROX. 9kH SF
ARE SCHEMATIC IN NATURE AND DO NOT SHOW \ /' %O \ \ �'3z,
EVERY OFFSET, TRANSITION, FITTING, ETC. THAT
MAY BE REQUIRED FOR A COMPLETE AND WORKING \`\\ \,/�/"i O `\ \ \�,,�
SYSTEM. \\\3e i"�------ �12) ' __-- 16 CLARENCE
3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE \1 Om Me\\ \` \ \\ \ - SABINA
STA�,6+ 48 /2a RCP
_�
axearEP N� wvm�•-1x� /�' �'' ` ` ``\ \-'3 _ �` ` \\` \\\ E\XIS\T. SURFACE 42.
IN THE CONSTRUCTION MEANS AND METHODS 't` _ _ 4_
ASSOCIATED WITH THE PROJECT AS SET FORTH IN `�A '' zD.67 LF \\\ \\`\ \�'-,� \\ \\\� `\ \\\ WATERS \
92091E a DIP � \ APPRO. \ 10,0 SF , 1,
�( i 14 WDE DRa, STA-2+95.63 \ \ - \ \ \ \ \ \ / \
\ 35_
THESE PLANS. TO 23431E 2a Ra' ' 24• RCA ' . \' 1
roaPLACED ED AHq / �'/ \\ _ `\a �� �(1w.� '/ _ ras_BLow OFF/ �IA91 `\�\\\\ \\\\ \\\ \\\ Vi EGOPATEO'//-
RExACED 91TH 39_ ara-10
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF "�°'°"""° , ' \ -- 13 I W \\\\ —36_\ �, \\ `\ 32_ SETBACK
DRAWINGS TO RECORD THE EXACT LOCATION OF - `� `\
/ \\�
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS �11 \EWND\ `\\ --- ryx�EX. WET \Ds
'`r ' a \ (DILINEA ED\eND
SHALL BE GIVEN TO THE ENGINEER UPON �� / 9uN21'-13a1a a a afar-1a - ''� `\ ADI 4/
/ \ .� 39' aRtll-20 / ' � � -/ � \ \ ` \ ` 7
COMPLETION OF THE PROJECT WITH A COPY OF THE '' \ `� ' %' OrRaar-1a / ' i \ \ \ `\ \�,.�!— QVIDE BY > IAL \ \�33�-- - ---- P E
/ '/ \ OPET1Em / / ` \ ` ` \ ,\ OWEN\ ASSOCIA\TES) ' ` '' _ ' \\\\\ D.B.
TRANSMITTAL LETTER TO THE OWNER. / �;'' ; `\ �� 1r mr OQ `\ `\ + /'' - _
/'NV 1a•-135.111 /' ' i8 `\-
5. IF DEPARTURES FROM THE SPECIFICATION OR // TDaro„o,
\ \\ x
' / 14 qDE DITCH
/'�,/,'// ( •� ` '�•� `\ / / / - \,39\\ \`I \`la \\\/I ` \ \'34\\ \ `\\\EX. 1EEA1�B - Vim\ \`\ \`\EXTE OF DRAWINGS ARE DEEMED NECESSARY BY THE CL - \
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND 1-_ ,�\ /
14' 1 T alai \ I /
REASONS THEREOF SHALL BE SUBMITTED TO THE %'. � ` \ ' 1TA TO To
\ems ' `\ ' \ DEFY\ t4 C
/ 4bOLF 1K RCP ; 5T ` ;D6.,a 19 I I \ \�yy, - - \ ,' \ r \ , _ - /
ENGINEER FOR REVIEW. NO DEPARTURES FROM THE ; C
00645X \ FIRE HYDRANT / ry \_ __ ` _ / `\ \ / /----
\ ASSEMBLY / /� _ \ \
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT ' ' \
\ \ ?� \`\\� \\\\
THE WRITTEN PERMISSION OF THE OWNER. �„= , a
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE i0 rry �'* �° a oP `\ \aTa-,a \ERED, \`\ \`\ \---� `\ � � � \�. \\\ EXIST. SURFACE � � •R
PREMISES FREE FROM ACCUMULATIONS OF WASTE O o RCP \ O `\ `\ \ WATERS
\ APPROX. 10,062 SF \\ `4 L
STA—,2+43.4a `\ `\ +} '3j\.--_---- \ \ `\_— \ 4\ I `\ •'V• V%
MATERIALS OR RUBBISH CAUSED BY HIM HIS 8'X2 TEEO`\ \\ \' 3 "1'
1
EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE 2' B" MATCHLINE l - fr, a
REMOVED FROM THE PROJECT SITE ON A DAILY + � \
BASIS. O 14190E ano, \ \\ �\\`�-- --- \ \ \
tom•) \ \ \ pTCH-11 _-_-._\\_� \ ? \ \ \\
7. GEOTEXTILE FABRICS SHALL BE APPROVED BY \\\ \ \ \26 - \`\ EXIST. _SURFACE`\\ - o
ENGINEER. \\ \ = O _ \\ �wlE„aA9906 7m EX. WET D / WATERS '
8. WETLANDS ARE AS SHOWN ON PROPERTY. \ `
\ 25 \ 27 _I \\ `\ \'\\ (DILIN TED A -`� ;4PPROX. '4662-SF ----
+ `PRO DED BY HA- \
24 N\\ I \\
9. BEFORE ANY UTILITY WORK TO BE DONE IN '-_
PUBLIC \o N & ASSOCIAI�) � \ N F
RI 23 O ------ _ / -
\ 2�'3g� 28 \ \ \\ \�-- �
RIGHT OF WAY THERE SHALL BE UTILITY a +\ 22 NNN
8" DIP
TERED O `\ \ `\\ '\\- WILLIE S. BURKS
alas-n 1 O aTA-4•+2oa2 RCP , , \ \ MYRTLE BURKS }
ENCROACHMENT AGREEMENTS APPROVED BY 1 11 � I I 29 � \ � � 6��\ '" D.B. 3034, PG. 71 0
91V ,a•-135,90
NCDOT. 1 , STA-5+12.28
O , 14 WADE DITCH FIRE HYDRANT I I \ �\ / \\\ _
1 t 1 �•7pR ASSEMBLY _ _ N/F
10. ALL UTILITY STRUCTURE SHALL BE LOAD RATED FOR 1 a ___------- __ I \\ � __ /\\ \\ r\ \\ \\ \\\ o
1 - WILLIE S. BURKS z
THE APPROPRIATE DEAD LOAD PLUS HL-93LIVE ; ', , FIRE HYDRANT __ - _ - - I I ' �/ ,35 ` - `
LOAD. SUCH STRUCTURES SHALL BE DESIGNATED i P $ ASS,`; _ _--- _ '� a ,�'�� \\ \ `}
ORCH-,4 \ \ ! MYRTLE BURKS
_ _ - _ - - - \A\\ , \` �_`r, \ ` D.B. 2758, PG. 11 Owner:
AND CERTIFIED BY A LICENSED PE OR A DESIGNATED '' _ �R" B� ,
AS MEETING NCDOT STANDARD SPECIFICATIONS - �- } _-- - ' \ ` N/F `
A 7+43.,41 ' ,` EXTENTS OFF \ \ \ \ ` \
(2, NO ILL
, - -% _t �p� STA_5+,2.28 ` )y.\ -� 0 Pa+95./3, 30 i / WETLANDS '�\ \\\` ` WILLIE S. BURKS �`
1+0Q _ __ B• PLUG / 2' PLUG W T/T/j/�(\�I ,[,�/ /]�)
5 0. ' _ �� - _ _ _ _ _ NV W-o.3t TAPPED 2 _ `` \ \ BLOW OFF I \ N.
l LL!✓ l 1 L
AND DRAWINGS. O , - _ _ ,PrE� �a,_1 w/z 01=a _4\ a+� w , II i � DELINEATION \\\ \; \ \ \ \\ - MYRTLE BURKS
11. ELECTRICAL POWER AND COMMUNICATIONS , _� == DIT I Y.B. 2758, PG. 65
FACILITIES SHOULD CONFORM TO THE CURRENTLY "�-' ' $ .� ;;°, !
u e o. i
1 ,'' ��� /' ,J I ! \\\`, �\\\ \_ �\ \`\ HUFF, L C ' 34 d
APPLICABLE NATIONAL ELECTRICAL SAFETY CODE , ," ,' 37 36 35 % / / a I P. 30'
OPEN END 1 + Omani -a O �0' a - _ ' 9gQ, VEGETATE
SETBACK \\ \ `` 1
srA-e+ao a , S'3 array-1s % \ _ \ \\ �` CONTACT.
EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS ,,. \ `\\\ , ` `
THAN 18 FEET IN ANY CASE. KV1!'-13a.1a2DLF ► l + DIP �, 2919BREEZEWOODA
a ' 1 ' ' FAYETlEVILLE, NC 283 3
12. ALL NON-FERROUS PIPE SHALL BE INSTALLED WITH ENN RCP° i ' 14' woE Oral
O ' \
4 ,4' WE DITCH TOB(•ryro 700 �
A LOCATING TAPE. � g 1 �,�
1 t I 38 , , ,-'-- 31 ! JASON WALES'B�T�S
13. CONTOURS SHOWN ON PLAN ARE FROM GIS ; '
COUNTY TOPO. NO RELIANCE IN THEIR ACCURACY. ,' I I P.B. 135, PG. 121
14. ALL CENTERLINE PROFILES ARE BASED ON ACTUAL D.B. 10841, PG. 48
/ ; / �1 WILLIFORD
s-
EXISTING GROUND SHOTS. 14? VIDE DITCH
, r , 15. PERMANENT DRAINAGE EASEMENTS RESERVED FOR O � �' FlRE HYDCOVE
RANT % ; '
PPE-2 ASSEMBLY
MAINTENANCE ACCESS FOR NCDOT AS NEEDED. '"o�, , On�-2le RCP
CM END
SfA-4+1&41 ,
NV 1r-13a.42 /
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/ I B• DIP
ON RCP
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9110-130.00 // �� _ ./ Ew
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LEGEND
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EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN
LINE
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CONCRETE MONUMENT
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WATER METER
GATE VALVE
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WATER LINE
—EX. W—
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FIRE HYDRANT
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SANITARY SEWER MANHOLE
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SANITARY SEWER CLEAN OUT
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CATCH BASIN
DROP INLET
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STORM DRAIN MANHOLE
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// � � ' /� _ ,-„_`/ �.- Ew/,e+l �_�
SEE SHEET C-10 FOR
%00� --' ROADWAY AND DITCH
CROSS SECTIONS
------------
rw .............. / 1 STA-0+24.45 ,_-
`EtY T / 8•Xa• TAPPING , i
EW SLEEVE& / / ''-00
EW---- VALVE
- ,
- yam- -
04
EW
EWW_EWI--EW EW • EW
I _ GRAPHIC SCALE_
100 0 50 100 200 400
IN FEET )
1 inch = 100 ft.
/ \ / j \ 3,
A ZERO LOT LINE DEVELOP
tax id #: 04781395240 0
04781246550 0
township: Eastover
county: Cumberland:
state: NC
i
DRAINA E
PLAN
O , ERAL
CONSTRUCTIOls
DOCUMENTS
job no.: P20-054
date: 05-10-202
drawn by: TA
survey by: LK
checked by: LK
sheet no.:
C-04