20131208 Ver 1_Site Plan_20131119

all,
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APJI Ar M
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ELM CI'Ty. NORTH CAROLltT.A_.Z76 L�L9_
7
OWNER/DEVELOPER:
ROCKY MOUNT-WILSON AIRPORT. AUTHORITY
7265 AIR TERMINAL DRIVE
ELM CITY, NO H CAROLINA 27822
CONTACT: HANS HESS, AIRPORT
DICKSON GENERAL ENGINEERING CONSUCCANT:
W,K. :► CONI
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
PREPARED BY:
BARTLE ENGINEERING & SURVEYING, Pi
P: \_CADD \_LANDPROJECTS \R WI \13037 \DWG \13037CP2. DWG 11/13/2013 3:16:25 PM
SEAL
20106
S.
SIM
LOCATION MAP
NO SCALE
SHEET INDEX
CP1 EXISTING CONDITIONS
CP2 DEMOLITION PLAN
CP3 OVERALL PLAN
CP3A PAVING PLAN
CP313 FENCE REMOVAL 8c INSTALLATION PLAN
CP4 PLAN &PROFILE
(STA. 10 +00 - STA. 22 +00)
CP5 PLAN &PROFILE
(STA. 22 +00 - STA. 28 +00)
SE1 SEDIMENTATION 8c EROSION CONTROL PLAN
B1 BUFFER IMPACTS
DT1 DETAILS
DT2 DETAILS
BID DOCUMENTS
NOT • R CONSTRUCTIO

LOCATION. MAP
NO SCALE
S50*32'32"E EX. 6' CHAIN LINK FENCE
SITE 1DATA
2
DS 1367 PG 586
LOT AREA. : 458± ACRES PIN: 372600787733
NOTES
/
/
— AREAS COMPUTED BY COORDINATE CALCULATIONS
— NO GRID MONUMENT FOUND WITHIN 2000'
WELL
— ALL DISTANCES SHOWN ARE HORIZONTAL
0.1 HOUSE
— ALL RIGHTS—OF—WAY ARE PUBLIC UNLESS NOTED OTHERYSE
GAS BLD 7-
— THIS PROPERTY IS SUBJECT T0 ALL RIGHTS—OF—WAY, EASEMENTS,
EX FT
RESTRICTIVE COVENANTS AND ORDINANCES.
— THIS IS NOT A BOUNDARY SURVEY �
AIR
MH
BUILDING
—
DISCLAIMER:
THE UNDERGROUND UTILITY LOCATIONS SHOWN HAVE BEEbll TAKEN FROM FIELD \
CON SURVEY INFORMATION, ON SITE UTILITY LOCATES, AND EXIISTINGDRA9NC3, THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROU041D UTILITIES SHOWN
ERV10E DR ABANDONED. ALL SUCH UTILITIES IN AREA EITHER IN S \Y ^
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES \
� ' ~
SHOWN ARE IN THE
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM ~�=� = ' -���EXACT LOCATION INDICATED ALTHOUC� HE DOES CERTIFY THAT
INFORMATION '
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDB �GROUND UTILITIES.
,
�
y
~~
CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO LAND \_�
DISTURBANCE ACTIVITIES. // / �� \ \ Yg� \ �� \ \ � ���/������ .�,` ~*�;�������[/ // . ..
VIRS TIE 13
ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE
LOCALIZED (GROUN
D) NAD 83 (2001 ADJUSTMENT) HORIZOINTAL
'INV. 142.22
INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM, WITH NAVD 88
ELEVATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL EX. 50" . ... ..
POINTS 1 AND 2 SHOWN HEREON WERE ESTABLISHED UTIL12ING �­�q \� - ........ . 4.1/_ ..
GLOBAL POSITIONIN 45
G SYSTEMS (GPS) IN CONJUNCTION WITI�-i THE
DISTURBAACTIVITIES.
` NORTH CAROLINA GEODETIC 5uRvEru VIRTUAL REFERENCE SYSTEM
TO 146 6 L
LEGEND. ( ) WHICH IS BASED uPow THE cowxwuALL, opu*Amws
THE VRS SURVEY TIE WAS 'INV. OUT=1 39.0\ HANGA
REFERENCE STATIONS (CORS).
PERFORMED ON AUGUST 20, 2013 BY RING ED EXISTING DROP INLET C2 IN
x^AA EXISTING HAND AUGER LOCATION
SIN U.S. SURVEY FEET UNLESS NOTED OTHERWISE.
URVEYING, � /zm.so
0 EXISTING TELEPHONE PEDESTAL EX, Q,N HANGAR
coO EXISTING SEWER CLEANDUT ns~- ,
cx. �FEo
0 EX|3T|NG SEWER MANHOLE ~--� INV. ��u�zo
EXISTING POWER POLE ~� '
EXISTING LIGHT POLE ' �
| | EXISTING TRANSFORMER '
Q�
EXISTING WELL ` EX. DI
> EX|ST|NC FLARED END SECTION ,
4�1 INV. 136:8D
EX. MH
\TOP 145.92
6 INY. IN 139.92
----- ooc ----- EX. UNDERGROUND ELECTRIC LINE \ /
------ S ------ EX. SANITARY SEWER LINE ` ��
LOCATION
TAN JUNCTION BOX,
------ w ------ EX. WATER LINE ` �v 7
-----
GAS LINE - � n EX. UNDERGROUND
-----uGT '---- EX. UNDERGROUND TELEPHONE LINE � �` ' /
EX. ASPHALT
BL
�
EX. CONCRETE
X. METAL 1k,
AIRCRAFT
HANGAR
co
Y.
E� 15"-FES- C7 /A ...Ex. bi.. ..CbN'C."
Al
TOP: 148 02
EX TOP OF HEADWALL 142,53
CMP 60" RCP INV. 136.33
OVER-I 5'
CONTROL POINT " 1 ` ` '
ID (IRON REBAR) / `
/ ` `
/ N: 787707.78
E: 2326493.29 ~~ -/ /
EUV: 151.30
AIRCRAF
_A HANGAR/OFFICE w w
/ /�' ~ NC GRID NAD 83 (2UU1 A[��) �~� /
' / /-- ' ' ' NAVD 1388
` ^ ' ' MAIL
BOXE! FIFE: 148.74'
`� // /
~. ` `
TOP 150.80 `~ �
+ ' ~
//�`- ~ / rY�� ^-/w~ �v�v `` ~
`=,/ / / wm,��a C/� '++
' 16 / ���w~ ~'
—'-``-`-~` ` cxmnwo'
DITCH ` ~
' / ~` -
`
~~ '
. . � EX
.GATE
J" `
c� �u^
�^ raS.
wm ��s.90
/
, , /
CONTROL PONT # 2
'
. "���- ,� / (PARKER KALON NA|L)
N� 7688O4 73
-' - -
53 ~^ / E: 2326082.37
° , ,_ � ~v
^� EL\�15G13
`~` / ' f�>
/ NC GRID N4D OJ /2OO1 ADJ.)
NAVD 1988 ' '
/sx m
1AR AR
BARTLE""ip"""' �i
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893-1725
License No. C-1551
p1 p:\_CADD\_LANDpROJECT5\RWI\13037\DWG\13037Cp2.DWG 11/12/2015 1:38:10 PM
ROCKY MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
DATE: SEPT. 2013
SCALE(H[)R7):
1 50
SCALE(VEAT):
1 5
REVISIONS:
PROJECT: 13-037
CLIENT CODE: Rw8
CADRLE:13OJ7CP2
FIELD BOOK: 320
DRAWN 8Y RF
SURVEY BY: TB & DB
0 25 50 100 21
2
�
�
�
( QW FEET )
BID DOCUMENTS
NOT FOR CONSTRUCTION-
ROCKY MOUNT OUTSIDE
Hkar.musu. 10611111m
lami
NASA COUNTY
���K]�^ ��|
.-~'~.. . .
SHEET C
SEAL
BARTLE""ip"""' �i
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893-1725
License No. C-1551
p1 p:\_CADD\_LANDpROJECT5\RWI\13037\DWG\13037Cp2.DWG 11/12/2015 1:38:10 PM
ROCKY MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
DATE: SEPT. 2013
SCALE(H[)R7):
1 50
SCALE(VEAT):
1 5
REVISIONS:
PROJECT: 13-037
CLIENT CODE: Rw8
CADRLE:13OJ7CP2
FIELD BOOK: 320
DRAWN 8Y RF
SURVEY BY: TB & DB
0 25 50 100 21
2
�
�
�
( QW FEET )
BID DOCUMENTS
NOT FOR CONSTRUCTION-
ROCKY MOUNT OUTSIDE
Hkar.musu. 10611111m
lami
NASA COUNTY
���K]�^ ��|
.-~'~.. . .
SHEET C

LOCATION MAP
NO SCALE
LEGEND
®
EXISTING
DROP INLET
HAED
EXISTING
HAND AUGER LOCATION
EXISTING
TELEPHONE PEDESTAL
co O
EXISTIING
SEWER LE NOUT
O
EXISTING
SEWER MANHOLE
Ss
EXISTING
POWER POLE
*
EXISTING
LIGHT POLE
❑
EXISTING
TRANSFORMER
d
EXISTING
WELL
.
EXISTING
FLARED END SECTION
EXISTING CONDITIONS: '
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE
CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT OR ENGINEER FOR POSSIBLE CLAR'lI!FICATION OR RECONCILIATION,
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL NOTES:
WORK WITHIN THE NCDOT RIGHT -OF -WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. ':3
CALL ONE CALL CENTER AT 1 -800- 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT OR CITY RIGHT -OF -WAY. ALL METHODS SSIHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDDS.
WELL ABANDONMENT TO BE SCHEDULED AFTER NEW WATER SERVICE TIE -IN IS COMPLETED,
DEMOLITION NOTES:
1.UNUSABLE EXCAVATED MATERIALS AND ALL WAS 1 E RESULTING FROM DEMOLITON SHALL BE DISPOSED OF AT
AN APPROVED PERMITTED OFF -SITE LOCATION B'' CONTRACTOR.
2.CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON
OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES, CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
REQUIRED TO MATCH FINISHED GRADES.
3.COORDINATE WITH THE LOCAL UTILITY PROVIDER FOR REMOVAL /RELOCATION OF EXISTING ELECTRICAL
TRANSFORMERS AND /OR LIGHT POLES.
4, SIDEWALK AND CURB & GUTTER TO BE REMOVEGI TO NEAREST JOINT OR SAW -CUT IN A MANNER SUCH THAT NO
JOINT IS LESS THAN 5 FEET.
5. ANY EXISTING CURB & GUTTER OR ASPHALT DA�,rIAGED DURING CONSTRUCTION WILL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
5. EXISTING ASPHALT REMOVED TO BE SAW -CUT.
DISCLAIMER:.
THE UNDERGROUND UTILITY LOCATIONS SHOWN HAVE BEEN TAKEN FROM FIELD SURVEY INFORMATION, ON SITE
UTILITY LOCATES, AND EXISTING DRAWINGS. THE SlIURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES P' THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT 7HE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
EX. 6' CHAIN LINK FENCE
N/F J \
ROBIN ANN B. STICKNEY � • 1
DB 1367 PG 586 /
PIN; 372600787733 i/
/ / EXISTING WELL
/ .. � TO -BE
ABANDONED °BY
/ /\ CERTIFIED WELL_
SRp o�° / `\ CONTRACTOR /
F I / HOUSE _ A:s.' - /
REMOVE ALL EXISTING 6 r� GAS # :- .:
\9f'i�''A FENCE FROM GATE TO POINT �j ,% TANK EX. METAL ' , I., \ e
\ \ \,o OF BEGINNING OF EXISTING 8' °`! / `, AIRCRAFT - /
BG� 'A�, ,, \ - -- HANGAR /OFFIGEe� 1 /
\ �T��O FENCE (SEE SHEET CP3B} ,�-, / i /F-I' \O BUILDING _ r , 1.
\ \p0 2�ps l 2 / �FN 6 '\. FFE:_ 148.21' I�
\ o ��' F ly -__ -ter °
. ` \ \ 9' �// /Off' 1y* %'( - -- , e . °
\�F� ~.
o SAW -CUT /� //! \. _�- /
% \ ASPHALT y \ _ ;.._ . . CONO:
. \ \,, ,�, ­ ­ . . I a, � I . �­ I / . . . : , �/ /
. � / I . , , . I . . .1 "1111:" I . I ,. .I I , . ,. ., , .
4O \ �,. \ /�/ \ ASPHALT �P /
\tiF \ \ `\ \ ,_ /
\ ' /' w
\ �. \ mac, `' \ � \ /// ./ \ \ O /r° `� /, Q� .., . /
\LCD \\ \ \ \\ \ // J , \. 1 _` /
0
\ , /
\ s \ \ \ / % ! / y \. \ \ \ EX. 24 "FES / : /
\\ \\\\\ \ " \\ \ //� !/ J \ \ . \° `ENV. 142.22 . .. :/ 11 - \ EX. 60' FES ( /.j "�� , v, ..
\ \ INV. 133,83\ \`� \ \lr;�; //, �.Jr _ \ `- I / /
\ \\\ Ex, MH ; \ \`. 'r / r - BLDG. 6 =
` -�' i % /' ` ,EX. METAL - = % / ?,
\\ TOP 146.2\ - -, , 4 / // �-: AIRCRAFT = /. Ic \ INV. IN =139.11 \ �- -_ /; // �/ 1\ v\v, ouT -139. \ - - -; // / g \� HANGAR a
\ S, \ ° ., m :: /l,;,o`y FFE: 1 6.53' !
\\ \ �m ~_ ,: /� /! ' �r'�J " / CONC / EX. 24" FES
\ , * fir-__ - .: , INV. 139.99
\ /
\\ 1 / �/
\ '\ - -- / X. r C /dhC HANGAR
\ ` - - i // ELL -= DOCIR TRACK as
LOCATION INDICATED ALTHOUGH HE DOES CERTIF,( THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE I \ m \ /r f 1, / Ex, 2a" FES
\ \ \ b- i / -- \ 4 PC OS /- -"'�.. INV. 139.29
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. \ \ ,= \� v, / \ 2
UGE EX. UNDERGROUND ELECTRIC LINE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTIILITIES LOCATED PRIOR TO LAND DISTURBANCE ACTIVITIES. \\ \` �/ o � 1 _ \ - IS/TING -WELL os- . . .
S EX. SANITARY SEWER LINE / > \ f//: ' ° TO BE
/ / /I y //!I y / ABANDONED BY / 1.
W EX. WATER LINE \ / / I / / Cl / / / / / s.� /I I . r /" - , -CERi1ElED WELL
G EX. UNDERGROUND GAS LINE \ \ / / / I/ '7� -- -- -Ex. MH - -/ -y I ` / J CONTRACTOR /
\ / / EX. MH9.13 / / /! ! /4,. RCP I / EX. DI \i /
/ / / 0 / - \ .: !! / � APPROX. TOP 142.45 - - f /
- - - -- uGT - - - -- EX. UNDERGROUND TELEPHONE LINE \ / / / /L INV:139.58 / / : / _- toN) /
EX. ASPHALT / / / y i / ?�' / !// h /! %// N I 1ocA I - - - - I, 3.6:86 / .
�� \TOP 146.92
/ / / / / O \, /
// // ! / , eD Q21 INV. IN 139.92 \ 8 / / /
a. \`4 / / J� �O ! / - _ ! . _'` f. /I Q c 4 INV. OUT 139.82 \. ..
EX, CONCRETE / / / ! _ /-' f � oP \ _ :/
` \a \ / / ! q / APPROX LOCATION
t / / / / w, / ! /t GAS OF POSSIBLE �- - J /
\ / y // ,Q5 0 / ` 1 PUMP TAN \ JUNCTION Sox. '
PAVEMENT REMOVE I 1 ,
�\\ \ \ / / /I / / �J� `�' // REMOVE PAVEMENT A6 S OWN 1 .` 11.:H0 SE / /-
- \ \ / li 'Qw // AND EXISTING BOLLARDS IN �` e0 r '
/ / / FRONT OF BUILDINGS 6`co EXISTING WELL TO BE
I _ - _ _ \ \ / // y � / / / (SAW -CUT) ; . � _ - ABANDONED BY "° /
____
EX, 15" FES \l I ` - i / / / SAW -CUT /! %_ ° \ \ CERTIFIED `WELL
INV. 146,00 - - - \1 ` _ -, / ASPHALT' /
! --- - ONTRACT OR 11.1
°, / // / / _ / ! = BLDG. #S�J= = (WELL HOUSE T0, / /
�� - ° / /! / / ;�- -% - y /.. - EX. METAL > \ $/
° \
`REMAIN)
G ___ kr
U ! / AIRCRAFT
,` / /.....-.-^-..---e -\.��` / y / \ / / REMOVE ! 1 _ -1 HANGAR \
, , - �- \ /! / /1 \ / CONCRETE / _ �_ °-FEE: 148.58'=
_ -- \
/ :: - / \ FLUME
-- \\ ° ! \ v
\ �{'.
_ ,� ___ _ �:, .. �.� -� �\ // /.\ \ REPLACE EXISTING 01 WITH / \ INV 13 ouT
! / / / - y- \ \ _ I \° - - ° � \ / NEW ON -SITE MASONRY
i /! / / / .._ e \::.4T \ / jam\ \ \ TOP "1 4 f
! / , - ` ° \`Q \° ` ° BUILT BOX &NEW GRATE INV`' 6. as 1. �x 1S "-FES- _ \ \ O /, ° \ \ \ - y } EX oI �. \ CON C `/
.,
//� / / �, / IN.V.' 146.48_ . ° �\ . ° ° / j \ \ , °, C+ /' T P 14 P
;' / / // i `'.�`. ` \\ `\ \` \-/ °\ ` \ \, - ! V : INV 14569 REMO EXISTING i �. 8
/! /' . / % \ °'' �° `\ .:: \ \ `, / °`4 I \ ° ° e� \ \° / / Q TREES &SHRUBS IN �� / 11 ;� / // . �G'\\ ! - \ HATCHED AREA 1.
/ /// / / / / \ \ `` EX. ': RCPT ' \�� /. // `�° \ \ \'e \�\ - /: �! r., - ..,- �y
J I �\ ._ DRA N I EX r
/' / 1, / / ; // \ INCA. 147:90. , \\ / \ / \ ° ` \ \ \ � i ,
r
/ �! / , \ n. //` °` ° - \> FILL ENTIRE TRENC I -�_ Q� /;/
! ! ; /� - AND EXISTING 15" CMP _.. \ r
/ /! ;! / ��: - \ \ / `� , ° \ °, `\ ° ° / > 'TRE CH -D A1N� / EX. TOP OF HEADWALL 142.53
\ -f5'N
/ / I� /;. / ° ° e \ ° \ ° \ \ ° - - . ° \ ° WITH F'L.DWABL.E FILL �' / 60" RCP INV. 136.33
\NV�14ti �3 \ / �\ , , \ \ \ \ ° /
�_
,/ /��! / f / /`'' \ ''./ y './ \\ - \ °`° MAIL \BOXES °e \\ r/ / BLDG #4 -� - "�._, yyELL %
` / '�'\ \ \ ° ° ° . \ \. ` TOP 1' -�' _•., '=
/ ! j ,° \. :: , \ / EX. METAL /
2® / /��,`. � , ; � \ 11 !` \ \ems \ e ,\ KEY. PAD Top --- AIRCRAFT EXISTING WELL
RELDCAT>
Q / J / / . / > p / j / \` \ \`\ l,: e\ ° °,.`\ ° ° 'LOCA`tiON \ ° \ s HANGAR OFFICE = -�� •... TO BE /! /
/ % ` 70 ,NEW SATE, \ .� /
=� / ABANDONED BY
V // // / / / / / \ \ \ \ ` _ - BUILDING -.
°\ �\ ' ' \ ` \ 4BOXES \� , (SEE \SHEET .SP3B }� ` - �' FFE: 148.74' = CCONTRAC 0 L /
/ ! /
`C' /
+ / / '; / / / \ \ \'' \e\ ° `� \�,, Co NG TIz41NI '', '\ /! ��
0 f fi / \ \,\ �\ FORMER, ` ! ,•..___. - -., / j/
. ° / EX, MH \ ° °e \\ - GAS //
�I �' /l / / , TOP 150.80 \ \ ° ! ! . /
/ TANK .•
// / l EX. t R/ P INV. SAW CUT \ ° e�° e e ° .,CONCy ( \ f / / RAD / /.. \ i -INV. 148.16 ° ° \ e C / v.
1 _ \ ExlsnNC \ e ` `,,, y1E'fER I ... /
/ / I! \ I ' NEL
4: DITCH PA ! e
/c, `, REMOVE ° °1� °` >>--- ,.r *7 ...1 �.-
/ - ASPHALT /CONCRE iIr ° �� ° ° ° %� 1 1
i.c r.
/ l' °EX. 12 :RCP i' I
/ / // / do STONE BASE INV, 14'6.. - - ° ` %
/ / I °
......, .! rEX. ;i S RCP \ • \ \ \ ....::... • ° ....... GAT'
,v D /
/ // , INV. 145.90 / PAD ! ! /
! / :..
/ / ! / j / /•
/ . :_
/�� / ' / „
'.:. -- -..
., .. -
` �ONC � /
.. Fi0 /�:o / / / i
A
\:: , F �® EX. 24" FES , . %/ ! � ^'�'i: >,, `,... 11
\ \ \ \ INV. 142.53 J . \ 4
` / /...
/, /
/ /
/
\ v� / / \\
\T\ , . !
I
.�.` --- : , , :.
/ � \ J . .. ` ` 'UGC / , /E '. DI
/ GRAPHIC SCALE
\, T i ?' 148.48 �,'
/ / / \ I / /Ih . 143.28
,
:;
( ,�. ...
P; \- CADD \- LANDPROJECTS \RWI \13037 \DWG \13037CP2•DWG 11/12/2013 1:38:10 PM
• 25 50 100
® --
■ '®
PROJECT: 13 -037
CLIENT CODE: RV,t
CADFILE: 13037CP2
FIELD BOOK: 320
DRAWN BY: RF
SURVEY BY: TB & 'DB
2
CA
e
0
U
5
0
( IN FEET )
1 inch = 50 ft,
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
NASH COUNTY
ZONE: PI
PIN # SHEET CP2

LOCATION MAP
NO SCALE
LEGEND
[D
EXISTING
DROP INLET
HA®
EXISTING
HAND AUGER LOCATION
❑
EXISTING
TELEPHONE PEDESTAL
coo
EXISTING
SEWER CLEANOUT
0
EXISTING
SEWER MANHOLE
0
EXISTING
POWER POLE
EXISTING
LIGHT POLE
EXISTING
TRANSFORMER
©
EXISTING
WELL
>
EXISTING
FLARED END SECTION
UGE EX. UNDERGROUND ELECTRIC 1_' 4E
S EX, SANITARY SEWER LINE
w EX. WATER LINE
G EX. UNDERGROUND GAS LINE
-- - - -UGT - - - -- EX. UNDERGROUND TELEPHONE LINE
EX, ASPHALT
'
EX. CONCRETE
+ + + ;_ + PROPOSED ROAD /DRIVE EX. 15' FES
+
. ++. _ +_.. t.._ +. _ _+_ _+.]
INV. 146.00
45° BEND .
J
/
�J
J
/
%yam `J/ J /
EX. 15'• RCP
/j... INV. 148.16
1 P
NV. 148.33
EX. 24" FES �J f
\� INV. 142.53
`\.r_ _ .:, .��•� GT_ A.J.
/
/DRY BORE 3' WATER \ • / ',: / E :. of
To= 138.48
MAIN (MAINTAIN MIN. 3' NY,� 143.28
COVER)
CUT IN 3" TEE AND,
,q(2) 3" VALVES
41A2 '0'
/ S50'32'3
2 "E
3.52'
\ 1. J
/
EX. � MH
, e 892..
N/F
ROBIN ANN B. STICKNEY
DB 1367 PG 586
PIN: 372600787733
2" BLOW —OFF
ASSEMBLY
(SEE DETAIL)
1" PVC SERVICE LINE
GAS BLDG, #7 ,
TANK EX. METAL
AIRCRAFT /
HANGAR /OFFICE ==
REFERENCES:
SURFACE TREATMENT: NCDOT SECTION 660, TABLE 660 -1 STRAIGHT SEAL
CRACK SEALING: NCDOT 657
PAVEMENT REPAIR: NCDOT SECIFICATION 654
PAVEMENT MARKING: NCDOT SPECIFICATION DIVISION 12 AND DIVISION 10 (AS APPLICABLE TO F- ,HINTED PAVEMENT MARKINGS)
RC PIPE: NCDOT SPECIFICATION DIVISION 3 AND DIVISIION 10 (AS APPLICABLE TO R, PIPE)
CULVERT HEADWALL: NCDOT STANDARD DETAIL 838.27
PAVEMENT REPAIR NASH COUNTY STANDARD DETAIL 1.16 FOR SECONDARY PAVED ROADS
(WATERLINE INSTALLATION)
SSlpy s�'9 V
SEAL ENGINEERING & SURVEYING, PC
�
20106 �� = OVERALL PL,
F� �;s• 1906 NASH STREET K,ORTH TELE: (252) 399 -0704
` '�° F�'GINE�� WILSON, N.C. 27893-1,726 FAX: [phone]
License No. C -1551 www.bartiett.us.com
P:\—CADD\—LANDPROJECTS\RWI\13037\DWG\13037CP2.DWG 11/12/2013 1:38:10 PM
ROCKY MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
DATE: SEPT. 2013
SCALE(HORZ):
1 50
SCALE(VERT):
1 5
REVISIONS:
PROJECT: 13 -03'
CLIENT CODE: Rlt<<;'
CADFILE: 13037CP2
FIELD BOOK: 320
DRAWN BY: RF
SURVEY BY: TB & I3B
ro
c
v
z
( IN FEET )
1 inch = 50 ft.
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
NASH COUNTY
ZONE: PI
SHEET CP3

LOCATION MAP
NO SCALE
LEGEND
ED
EXISTING
DROP INLET
HAED
EXISTING
HAND AUGER LOCATION
D
EXISTING
TELEPHONE PEDESTAL
coo
EXISTING
SEWER CLEANOUT
0
EXISTING
SEWER MANHOLE
0
EXISTING
POWER POLE
EXISTING
LIGHT POLE
EXISTING
TRANSFORMER
®
EXISTING
WELL
>
EXISTING
FLARED END SECTION
UGE
S
w
G
�.0.o0o�n�o_
EX.
EX.
EX.
EX.
EX.
EX.
EX,
MIL
UNDERGROUND ELECTRIC LINE
SANITARY SEWER LINE
WATER LINE
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
ASPHALT
CONCRETE
L & REPLACE ASPHALT
S50.32'32 "E
EXISTING CONDITIONS: / / 3'52' N F
J \ / ROBIN ANN B. STICKNEY ?, % °•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. AniY ADVERSE \,J J/ OB 1367 PG 586 ,,X.% •'
CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENITION OF , J PIN: 372600787733 .
THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION, \ JJ /; / //;•
ASPHALT PAVING: \JJ J \ °" :', <' %f�•
ALL NEW ASPHALT PAVING AREAS SHALL BE 2" OF SUPERPAVE SF9.5A MIX OVER 8" CABC. \ / \ O r , ;; ;• -° --
\ O
ALL OVERLAY AREAS SHALL BE 2 INCHES OF SUPERPAVE SF9.5A. \ J / \ �•, �`. WELL
- "l-
\ HOUSE °
GAS
EXISTING ASPHALT REPAIR: JJ / \ \ 1'p-g71 � TANK J X. META
\ iD EX. METAL
� 'A� � ;fit;, ^`e ,-,."
AIRCRAFT
EXISTING THERMAL /OXIDATION CRACKS IN THE EXISTING ASPHALT MUST BE PREPARED BY BLOWING OUT THE , / \ \ \ \BG� .^> ,'y •• :.HANGAR /OFFICE
CRACKS WITH A HOT COMPRESSED AIR HEAT LANCE WITH A MINIMUM OF 125 PSI COMPRESSEID AIR PRESSURE BUILDING /
TO REMOVE ANY VEGETATION, DIRT, DAMPNESS AND LOOSE MATERIALS FROM THE CRACKS. IDIRECT FLAME /J / \ \ \ F�pp �c� _ ••• '' 6' FFE: 14$.21'
DRYERS ARE NOT ALLOWED. THE HOT AIR LANCE SHOULD BE USED TO DRY AND WARM THE ADJACENT / \ \ \ sp • i�' >'` '�' NC lr --:-
PAVEMENT IMMEDIATELY BEFORE SEALING WITH A HOT POURED NON- RUBBERIZED ASPHALT ClR;:ACK FILLER. / {
OVER BANDING SHOULD BE LIMITED TO 2 INCHES AND CRACKS SHOULD BE FILLED FULL -DEP LH. THE WORK
SHALL COMPLY WITH THE REQUIREMENTS OF NCDOT TO 2 INCHES AND CRACK SHOULD BE FILIL ED J/ �� FS' �p { r i•` = /
FULL - DEPTH. THE WORK SHALL COMPLY WITH THE REQUIREMENTS OF NCDOT SPECIFICATION 'SECTION 657. y /�,
.r
IN LIEU OF THE HOT — POURED NON— RUBBERIZED CRACK FILLER, CRACKS 1/2 INCH OR GREAT` R IN WIDTH MAY , / A O
BE FILLED WITH A FLOWABLE NON— SHRINK NON— METALLIX GROUT AFTER THEY HAVE BEEN CL'�AT ED WITH THE JJ , �\ �� y�>y�\ \ \gyp F` %/\ • <��,� ' �'t, `l X ' r� /
HEAT LANCE. THE GROUT MUST FILL THE ENTIRE DEPTH OF THE CRACK. AREAS WHICH EXHIB ALLIGATOR , . �,
\ \ 9 SPACES.
CRACKING SHOULD BE REMOVED AND REPLACED WITH ASPHALT BY MILLING OR EXCAVATING T:iO A DEPTH OF . �`
c )�
10X18 <<
4 INCHES BELOW EXISTING GRADE.
�� 0 \ \ /. /`� \y \A'SPHALTI.�.
J \ �,. \�
FOLLOWING PREPARATION, A SURFACE TREATMENT TO RETARD REFLECTION CRACKING IS TO BE PLACED. / , \ \ \
CONSTRUCT THE SURFACE TREATMENT IN ACCORDANCE WITH NCDOT SPECIFICATION SECTION 05,13D, TABLE / �� r'02 J �, \' % >,` ^ y'`�� y/
�. .....
J
660 -1 - STRAIGHT SEAL.
ASPHALT WEDGING: v \\
ASPHALT WEDGING TO BE APPLIED AS NEEDED TO OBTAIN ROAD SECTIONS AS SHOWN ON SHEET CPS. \ // y / \ \''�' \'� ' 'f ' ` ' 1`ly`�I ` /. /
PAVEMENT MARKING: \ \ % /J \�� \� \ `�. 9' 18 x,!
< 11 /
MARK PARKING SPACES AS SHOWN, LINES TO BE 4" WIDE - COLOR WHITE. /
BLDG. #6
EX. METAL
/ } r �.i :
Y _'�
REFERENCES: , / j`• ��' All
/ / j J �� \ ��•' ��\� HANGAR
SURFACE TREATMENT: NCDOT SECTION 660, TABLE 660 -1 STRAIGHT SEAL / / / JJ sue,- y ' �- = 1 6.53 /
CRACK SEALING: NCDOT 657 % y �4. ' <
r, /' '
r/ -� CONC
PAVEMENT REPAIR: NCDOT SECIFICATION 654 / / i / / \ \ \� t„ �r<`,�t,• °�_�
PAVEMENT MARKING: NCDOT SPECIFICATION DIVISION 12 AND DIVISION 10 (AS APPLICABLE TO PAINTED PAVEMENT MARKING, � / JJ / / \ \ '} �\ �� j�.' EX. � ; -._ l CONIC HANGAR
RC PIPE; NCDOT SPECIFICATION DIVISION 3 AND DIVISIION 10 (AS APPLICABLE TO, RC PIPE) �Z / 4'` / WELL DOC:R. TRACK
CULVERT HEADWALL: NCDOT STANDARD DETAIL 838.27 �, / y
PAVEMENT REPAIR NASH COUNTY STANDARD DETAIL 1.16 FOR SECONDARY PAVED ROADS
(WATERLINE INSTALLATION)
CI
ed
} GAS'
PUMP TANKv,
H0 SE
1> ti CONCRETE SIDEWALK. /
5 SPACES �� `< : ,� 5'X 20.5' /
00'X18 1
INSTALL J `' =- CONCRETE DR /
.�:
r WHEEL S QPS ��� 1. �` _ 12'X 20.5' i
EX. METAL
AIRCRAFT
CONCRETE PAVING DETAIL
NO SCALE
P: \- CADD \- LANDPROJECTS \RWI \13037 \DWG \13037CP2,DWG 11/12/2013 1:38;10 PM
ROCKY MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
DATE: SEPT. 2013
SCALE,(HORZ):1 : 50
SCALE(VERT):
1 : 5
REVISIONS:
GRAPHIC SCALE
PROJECT: 13 -037
CLIENT CODE: RWI
CADFILE: 13037CP2
FIELD BOOK: 320
DRAWN BY: RF
SURVEY BY: TB & D3
s
N
U
( IN FEET )
1 inch = 50 ft.
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
PIN #
NASH COUNTY
ZONE: PI
SHEET CP3A

LOCATION MAP
NO SCALE
LEGEND
ED
EXISTING
DROP INLET
HA(l)
EXISTING
HAND AUGER LOCATION
O
EXISTING
TELEPHONE PEDESTAL
co O
EXISTING
SEWER CLEANOUT
0
EXISTING
SEWER MANHOLE
0
EXISTING
POWER POLE
*
EXISTING
LIGHT POLE
EXISTING
TRANSFORMER
(3
EXISTING
WELL
>
EXISTING
FLARED END SECTION
UGE
S
w
G
I+ + + + + +
..j
EX.
EX.
EX.
EX.
EX.
EX.
EX.
PR(
UNDERGROUND ELECTRIC LINE
SANITARY SEWER LINE
WATER LINE
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
ASPHALT
CONCRETE
)POSED ROAD /DRIVE
- ........ ......
_ \ \
\ \ / S50'32'32 "E
3.52' N/F
ROBIN ANN B. STICKNEY
DB 1367 PG 586
PIN: 372600787733
\ / / \
\ / / \ \ \ ,Peso• F•
\ y MH
/ / \ T•OOP 144.16
, �1�1 (5).137.91 • \ \CEO �
/ I ri�o137.88 \ \ P 96
> NEW 8 FT.
\ \ \
Flo \ \ \ CHAIN LINK
` \ FENCE
INSTALL NEW 8' FENCE.
CONTINUE TO EXISTING 8'
FENCE. APPROXIMATELY 575'
TO EXISTING FENCE
,....0 WELL
HOU`
/ GAS
TANK
/ �F�CF L /��
BLDG. #T
EX. METAL
AIRCRAFT
ANGAR /OFFICE- /
BUILDING /
FFE: 148.21'
2
\ \ \
Ex. 24 FES
/
Cr 6JwO s ..:::...:/ INV. 142.22
\ / l \ \ / 3p _ -_ /
EX. 60' FES / /_•-- �.
133.83
BLD7G. 6'
J� O EX. MH \ / / = EX. METAL
/ J ti� / / / , \ \ \♦ tOP 148.28 /� .P- AIRCRAFT Rc:/
\VNV.IOUT3139. J �d \ HANGAR
FF X6.53':
EY•, 24" FES
+ / �. 3• .yt. / _ � r CONC: / IN.It% i3s,ss
j
/ 1 / ° / , / \ \ \ \ .✓ Ex. = co C HANGAR
WELL DOOR TRACX°
EX. Z' FES
/ / / J� �O / e // \ \\ \ { j• /� ° Za RCR.� /� INV. 339.29
\ J o
MR ��22 RCP D
I
\ / TOP:149.13 i % a�APPROX. TOP 1142.45 / r
C/L INVA39.38 / lv y / L00pSi0H)
INV, 136.80
I/G H
EX. MR
/ / 2 Q• 4 }• TOP 146.92
INV. IN 139.92
9O .INV OUT 139.82
NEW 8 FT. c, y / „o APPROX. LOCATION
CHAIN UNK- r Q, PUMP GAS OF POSSIBLE TAN JUNCTION
SE
eox
/
FENCE ^�
rco
EX. 15• FES
INV. 146.00 �.-
W BLDG
EX. METAL.. /
AIRCRAFT -�
LJ `.; ` HANGAR
-.4 •�,v.. • FE: 148!58' /
.., -� p / / \ P. •.'. . \R '� TOP to 3
`Q / y / \ / vt • h �a - . NV.-:L a7 IN -
/ \ /•':' • Ex\ .. 'wv,, 5.13
OUT
\9(� ��\ (/N @ / // l'.'' // INV.:* 8.49 \
/ Ex. 15" FES \ O\ 8 ..'' . y / EX oI .,.CON 'C
/ INV. 146,48 R/ '�\ .f / // TOP 74802
\ \::� ci'�R\211 \� y � •F .; :;'•y••'•'�' � /� INV 14569. �' 1�`t' /
��l // / / •;fir •,/ ¢� /i l \M ` Q} r
3 / / EX. 13`. RCP
f/ INV. 147:93, KEYPAD .' :.•. .�•. y /,/ 1 . lz
RCP $ •• ;•' • �\ •• •v'• 'J / EX. TOP OF HEADWALL 142.53
•'•' 60' RCP INV. 136.33
Fy
\ ..
/// / / ., i �` \,� \\\ .'_:• :`:':; � `' � O WELL'
• _ ...
c4^ . / / ` "' �' • / \ \: ,, `... �G.T\:.,.._ \`? •••• ••••••• E)(, W( .29 • � BLDG #4 f .. ..
-- EX. METAL
2® Q > / / \ \ \ `� W ,.; ' •:; ;;.•;
IN 14330 AIRCRAFT
// •�i10•'' • .';� :' :• HANGAR /OFFICE
BUILDING /
/
Q® �` �� ` �� // / /`: / / / / / / / r \ \ \ •. ;..• .�
`•'•.'•.:•:.
�•' ''' ' '1• • �JV / s
FE: 148.74'
1 4-8.7`4' i RELOCATED,
GATE LOCATION CONC. TRANS -
FORMER
^
PAD • s•, ' �/�_�
PV �G /// TOPN50.8�0 \ \ Cr��� O� GAS 0
/ INV 141.53 CONC. P TANK /
INV. 1 48S6P / vvv \ ' \ PAD ELEC. Jv� / . \ d 4
EXISTING \ \ METER w v" C dtr c• CID
\ \ QUO
\ d
IX. 15 RCP
ER..... \. \ 4 �/' / INV. 148.33
\ \
ROCKY
MOUNT - WILSON \ \ \'\ ?jT• ®" �% ��/ /
SIGNORY \ \ : \ \ �`
\\ �O / /
''9 3 /
\ \\ NV. 142.535 /JV
EX. of
r r TOP 148.48
INV. 143.28
(/NF
22.5• BEND
1141 \ \ (SCH 80)
EX.
REASCAPED
/'�r
DIRECTIONAL BORE 3"
WATER MAIN (MAINTAIN
/ DITCH
/
NEW 8 FT. CHAAN
/ LINK FENCE
/ (12' OFF EDGE O
/ PARKING LOT)
/ f
v
BEGIN NEW
FENCE
EX B ,'ICK WALL
AT BU!ILDING
EX. DI
TOP: 150,02'
INV: 144.62'
EX. ASPHALT
EX.
EX. WELL HOUSE
(7.15' X 7.15')
11% iUlt),
a� SS/p'�'y B A am m IT L NE T T L
SEAL �'�__ ENGINEERING & SUR PING, PG FENCE DEMOLITION
., 20106
ALL PLAN
1906 NASH STREET NORTH TELE: (252) 399 -0704
f %v At '��-�. FN�I N EF� ��c ~` WILSON, N.C. 27893 -1Z�6 FAX: [phone]
BNB- License No. C -1551 www.bartiett.us.com
''<<l11111117```
P : \- CADD \- LANDPROJECTS \RWI \13037 \DWG \13037CP2,DWG 11/12/2013 1:38:10 PM
E
PROJECT: 13 -037
CLIENT CODE: RWI
CADFILE: 13037CP2
FIELD BOOK: 320
DRAWN BY: RF
SURVEY BY: TB & DE,
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
PIN #
NASH COUNTY
ZONE: PI
SHEET CP3B

`EX. 11�5'7 FES
\ LEGEND
INV. 1
CURVE TABLE �6.00
CURVE LENGTH RADIUS DELTA TANGENT CHORD BRG. CHORD LD EXISTING DROP INLET
­GT-
HA(D EXISTING HAND AUGER LOCATION
C1 140.17 90.00 8914'07" 88.81 N75'54'38"E 126.43
EXISTING TELEPHONE PEDESTAL
C2 137.74 100-00 78*55'13" 82,32 N81'04 05 "E 127.11
coo EXISTING SEWER CLEANOUT
"c' -E
C3 57.94 10000 33*11'53" 29.81 N58*12'24' 57.13 0 EXISTING SEWER MANHOLE
C4 72.6 41'35'43" 37-98 �N5400*29"E 71.01
of,' 0,0 0-0 EX. MH 0 EXISTING POWER POLE
TOP: 149.13 EXISTING LIGHT POLE
h
C/L INV: 13
4.
EXISTING TRANSFORMER
1 5pp FES EXISTING WELL
INV.-1 46.48` - EXISTING FLARED END SECTION
160
158
156
154
152
15C
148
14-6
144
142
140
138
136
134
132
130
00
6
LO
b
4.
V.
DRY BORE 3" WATER-
z
MAIN (MAINTAIN M IN.
3 COVER)
3" VALVE
W/ BOX
�
CUT IN 3" TEE �yFs \ U`' , \ \\ \ `.\
3" VALVE W/ BOX
GRAPHIC SCALE
40 0 20 40 80
N OTE:
NOTIFY AIRPORT MANAGER AT
FEET
LEAST 48 HOURS IN ADVANCE IN 1 inch = 40 ft
FOR ANY SERVICE INTERRUPTION.
INV. 14/.' 3"X3"X1"
1-3" VAL
1-1" VAL'
•\ \ ` ' \\ \ \ \\ • \ \ � ` '� 11 JrN -.v Y!*!Tl -..'.
zm
ou
\w
148 E I
EIP 14 94
f
EX. MH,,://"
TOP ;rZ0.29
P4148.35 1 NWZ 143.30
DITC
5
"ORPORA 751F ROAD EP--14 11
P=1 48.45
\. `�� ".
STA. 10+00 ISTA. 22+00
PLAN VIEW
UGE
EX.
UNDERGROUND ELECTRIC LINE
s
EX.
SANITARY SEWER LINE
w
EX.
WATER LINE
G
EX.
UNDERGROUND GAS LINE
-----UGT
EX.
UNDERGROUND TELEPHONE LINE
.................
.........................
EX.
ASPHALT
EX.
CONCRETE
DoCO 0 0
MILL
& REPLACE ASPHALT
C,
'y
X., Y 'N'5 x!
ASPHALT
OVERLAY
+ + + + + .71+
NEW
ASPHALT
11,U] I K U I I PC
EXCELSIOR MATTING
N 0
a
LOW PT ELEV: 148.53
"'. V.
0-
......
MIN. COVER= 36'
MIN. SEPARATION BETWEEN PIPES= 24"
9+50 10+00
11+00
12+00
13+00
14+00
oil- %1 11181"
CARP
S BArl I LETT
I'L-r-%N
SEAL ENGINEERING & SURVEYING, PC PROFILE
20106
A,
1906 NASH STREET i`.'10RTH TEIE: [phone] (STA. 10+00 - STA. 22+00)
- po,
114 -1726
WILSON, N.C. 27893 FAX: [phone]
License No. C-1551 www.bartiett.us.com
P:\-CADD\-LANDPROJECTS\RM\13037\DWG\13037CP2.DWG 11/12/2013 1:38:10 Pi?
15+00 16+00 17+00 18+00 19+00
ROCK"Y MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
20+OC
DATE: SEPT. 2013 PROJECT: 13-037
CLIENT CODE: P11w
SCALE(HORZ): CADFILE: 13037CPZ
1 40 FIELD BOOK: 320
SCALE(VERT): DRAWN BY: RF
1 4 SURVEY BY: TB &.,: DB
Nawolm
21+00
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
9m.
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
tD
06
22+00
NASH COUNTY
ZONE: Pi
SHEET CP4
NEW ROAD
ALIGNMENT STA. 18+00 ST'
22+00
------------
HIGH PT STA: 18+00.53
HIGH PT ELEV: 150.18
LOW PT STA: 19+91.99
HIGH PT STA: 21+20.0 C
LOW PT ELEV: 148.53
......
STA:18+25.53
HIGH PT ELEV: 148.94
PVI ELEV: 150.08
PVI STA: 19­'66.98
PVI STA: 21+20.00
K: 62.43
LVC: 50. 00
BVCS: 18+00.53
PVI ELEV: 14"8. 38
K: 62.47
LVC: 100. 00
PVI ELEV: 148,99
K: 62.50
LVC: 50.00
-
AIRPORT
-- _EXISTING
OAD CL
F
J
BVCE: 150.18
EVCS: 18+50.53
1EVCE: 149.78
BVICS: 19+'-0.98
BVICE: 148.c.8
EVICS: 20+ 98
20+95.00
BVCE: 148.89
EVCS: 21+45.00
- - --
I
1
EVICE: 148.58
EVCE: 148.89
--------- - - - - - - - - ---
- - - - - - - -
-
-040%
-1-20%
F EXISTING GROUND
----------- --------- I
---------- . ...... T
4_ " MIN.
EXISTING
WATER LI\IE
- - - - - - - -
GROUND ALONG
ALIGNMENT
- - - - - -
- - - - -
36' MIN.
- - - - - - - -
- - - - - - - - -
EXISTING GROUND
- - - - - - - - --
ALONG
36" MIN. 1-,,IEW ROAD CL
------- -
2- 4--- MIN - -- - - --- --- =31 C_WATER__INi_
EX. 15" RCP
WATER LINE ALIGNMENT
_L_____(LEF-T--SID E-OF-C-OR
SDR-21
--E-RO-
ORAT Aay
?
24" MtN_
-3-" P_V_C_WA_ TE
R-LI.N-E (SDR-21'
ROAD)
---------
- - - - -- ----- - - - - --
..... .....
EX. 24" RCP
24" MIN.
(LEFT SIDE 0
CORPORATE
M11 IN..
EFT� SIDE
-------- - - --- I I
TO EXISTING I ----------------
--"L*I"N,E:"-,---------------
W-A-TER,
EXISTING
_rt;W_E[EV
SEWER UNDERGROUND
"-141.22--C'OINTR�NC70R-Ta-"VERIFY�-'--------------------
ELECTRIC.
L I
­
'--46 LF @ 0.3�,77v
- - -
18" RCP
I
--------- -
__LO
PRIOR
CA-T-ION-&---DEP-1H ____
I
TO CCINSTR�CTION
----------- - - - - -- ------------
--- ------- - ----------------
I - - -----------
........
BID
DOCUMENTS
- ---- --
NOT FOR
CONSTRUCTION
co
N 0
co
co
0
L0
t0
00
u)
0
N
N
00 00
00
r-
00
IJO
(0)
00 Lo
cl j
Ln
U-)
Ln Ln
O
C5
u')
d
Lr)
C5
Lr)
d
L0
6
b
6
L0
O©
Ln
0)
Ln
ai oo
(ji 00
cd 0)
cd
0)
Cd 0)
C6 00
9+50 10+00
11+00
12+00
13+00
14+00
oil- %1 11181"
CARP
S BArl I LETT
I'L-r-%N
SEAL ENGINEERING & SURVEYING, PC PROFILE
20106
A,
1906 NASH STREET i`.'10RTH TEIE: [phone] (STA. 10+00 - STA. 22+00)
- po,
114 -1726
WILSON, N.C. 27893 FAX: [phone]
License No. C-1551 www.bartiett.us.com
P:\-CADD\-LANDPROJECTS\RM\13037\DWG\13037CP2.DWG 11/12/2013 1:38:10 Pi?
15+00 16+00 17+00 18+00 19+00
ROCK"Y MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
20+OC
DATE: SEPT. 2013 PROJECT: 13-037
CLIENT CODE: P11w
SCALE(HORZ): CADFILE: 13037CPZ
1 40 FIELD BOOK: 320
SCALE(VERT): DRAWN BY: RF
1 4 SURVEY BY: TB &.,: DB
Nawolm
21+00
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
9m.
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
tD
06
22+00
NASH COUNTY
ZONE: Pi
SHEET CP4

�o
GO
a
LEGEND
HIGH PT
CD
EXISTING
DROP INLET
,A (1)
EXISTING
HAND AUGER LOCATION
O
EXISTING
TELEPHONE PEDESTAL
co O
EXISTING
SEWER CLEANOUT
O
EXISTING
SEWER MANHOLE
0
EXISTING
POWER POLE
*
EXISTING
LIGHT POLE
D :40%
EXISTING
TRANSFORMER
®
EXISTING
WELL
EXISTING
FLARED END SECTION
UGE
EX. UNDERGROUND ELECTRIC LINE
--
EX. SANITARY SEWER LINE
s
W
EX. WATER LINE
G
EX. UNDERGROUND GAS LINE
- - - -- ucT - - - -- EX. UNDERGROUND TELEPHONE LINE
EX. ASPHALT
EX. CONCRETE
� 0 0 0
P
MIL & REPLACE ASPHALT
0 0 0 0 0
I L
i
V AY
P
AS OVERLAY
ASPHALT H L 0 E
r + + ++ + + + +. . . NEW ASPHALT
L EXCELSIOR MATTING
._
GRAPHIC SCALE
0 0 20 40 80 1E
( IN FEET )
1 inch = 40 ft.
N
3 "X3 "X1" TEE ! !
1 -3 VALVE W/ BOX ! Ex. MH / ,3 X3 X1 TEE
a; 1 -1" VALVE W/ BOX ! rZO 146.26 / 1 -3" VALVE W/ BOX
°! /INV. IN= 139.11 E;�:. 60 FES / 1 -1. ". VALVE W/ BOX
90 INV. OUT 1 9.01 I4 � ,133.83 „
BEND y Y/ t r �, � 1 �ucH 40) SERVICE LINE
PROPOSED 3 PV WATER LINE (SDR =21) ! ! II; /fr ir/ J / �� r X2 >.REDUCER TO
4.
; i. l /�,/ w i , PVC WATER LINE
SDR -21)
DITCH 2 (S =0.4 %) DITCN,1 s ! \� �� _ V
S -1'1 ! \5 `_ - =__ �_ /' / / N32 °_39'4571E 800.34' _ >
C� 147 p - ___ - - - -_ -= 7 �� x X t r r .r. '- r r r -,_ r- - .r r d
_1 _
© _r T 7th- _ _
rl
�_r r_,rt f
�*70
_ - 'r-,•• ° �-'-� �--t sR 1 '`7^•� - ..t_...:. -y. I
y 7 y r/ J /
), ( = -r - r�' +��." �j _ ! +..._ --r - r -, xs..._ r -T x ....,r•_ r r r - 4
- °'Y I U° I'� /�Lf t°�..._ / . -'�, -. -'T '�^� ! -r `f x
"�1. �(� �� GT - -- -BEND - - -- "t. �_^ r IrC', "` rte, - �`` / /" OW -OFF
_.._r I . r� 1 , w w , _ _ 2 BL
�- ,..I so `sa' -. s�x, to "RC = OP ?SE+D'r PV'- -WATE -- LIN SDR -21�t - e r ASSEMBLY
W _, �-` ;T: I- (., -Ir ;_ iAPPROX. S V '-- - s T 3 »X33 'TEE �' , s S _ �' /
�. ;'7 °, r` -i_ - LOCATIaNj� -�-- ( 1 (SEE DETAIL)
Z f � /
r \0�1 " (SCH 40) G r 1 -3" VALVE W/ BOX } h 1 I "
SEllVICE LINE : `moo- -_ -- m�< 171 VALVE W/ BOX
�`;: ��EX. o r uaF _ ucE m A \ \ \\ \ o ��\ 1�- ;;�,' \ \` \ \ff . , ' r��t (�9AA�� \ \� \ \�` �. I `\ �\ \ \ \\�\�`'� \ \\
\ \� \ \.: i TOP 146.92 c'Q / \ >• \ \ 1 \ BLDG # \ I
\\
INV. IN 139.x2 �o \ \,` BLDG. #6 \ \ I h \ o \ EX. METAL \ \ \�
\\ BLDG;#5 \ \� \ V h INV OUT 139.82 tiJ / - 1 V >I \ EX. METAL I �, \\ \ AIRCRAFT \ \ I
\\ ,. EX. METAL \ \.;\ 0 1 t f �.k o \\ \HANGAR OFFICE\ \�
\ \ \\ I o \ \ AIRCRAFT 0 I I \ / \ i
AIRCRAFT HANGAR \ (� I I I \� BUILDING
i
HANGAR `FIFE: 0146.53'\ I ! \ ` `� \ OFFE: \148.21
;FFE: 148,58,\
' s ! I \ lux ` \ / � - •4' i •. � ` � f I \ \ \ e r . . I, ` ` G.9 °_ .— —..,. —
' QP
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
Ln
00
CORPORA TE ROAD
0 -0 ,0
PLAN
22 +00
44ffz+1
24 +00
tpt,9 9
SEAL �'' ENGINEERING SURVEYING, PC LA FILE
20106 \
r . �p FiyG F�
1906 NASH STREET ORTH TELE: (252) 399 -0704 (STA. 22+00 - STA. 28 +00)
. ;:. all, �� �� INE F..� WILSON, N.C. 27893 -1726 FAX: [phone]
�T S. B PRA
�` License No. C -1551 www.bartlett >us.com
25 +00
26 +00
27 +00
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
28 +00 28 +26.38
ROCKY MOUNT - WILSON REGIONAL AIRPORT
dMIGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
1" PER
1" SF9.5A OVERLA
FT.
2" SF9.5A /
8" ABC
STA. 24 +50 - STA. 28 +26
No Scale
STA. 22 +00 - STA. 24 +00
No Scale
1" PER I 1/4" PER FT, � 1/4" PER FT. I d"
FT. 1
2" SF9.SA
8" ABC
STA. 19 +00 - STA. 22 +00
No Scale
R PRFT. 14"
^ E 4 E P d"
P 1 / PER F
I / T. '*—PER
e
R
FT. Ft
2" SF9.5A
8" ABC
STA. 18 +00 - STA. 19 +00
No Scale
NOTES:
ALL WATER YO PVC SDR -21 UNLESS OTHERWISE SPECIFIED,
WATER, SEWER AND STORM DRAIN LINES SPECIFICATIONS;
• MIN. 10' LATERAL SEPARATION BETWEEN 'fNATER /SEWER LINES.
• MIN. 24" VERTICAL SEPARATION BETWEEN WATER /SEWER, IF WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON
IS REQUIRED ON BOTH LINES. DUCTILE 13✓:ON IS REQUIRED ON BOTH LINES, DUCTILE IRON SHOULD EXTEND 10'
PAST INTERSECTION ON WATER LINE AND TO THE NEXT MANHOLE.
• WATER /SEWER CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS
POSSIBLE FROM THE WATER MAIN JOINTS.
• MIN. 24" VERTICAL SEPARATION BETWEEN STORM DRAIN AND SAN. SEWER OR DUCTILE IRON IS REQUIRED,
CONNECT NEW SERVICE LINES TO EXISTING SUPPLY LINE AFTER 3" MAIN HAS BEEN TESTED AND ACCEPTED.
FOR PIPE INSTALLATION UNDER EXISTING PAVEMENT, SEE PAVEMENT REPLACEMENT DETAIL FOR SECONDARY PAVED
ROADS (NASH COUNTY STD. N0, 1.16 ON SHEET DT2)
ALL WORK TO BE IN ACCORDANCE WITH THE ':ROCKY MOUNT- WILSON REGIONAL AIRPORT STANDARDS AND
SPECIFICATIONS.
CONTRACTOR RESPONSIBLE FOR COMPLYING �tj`ITH ALL REQUIREMENTS /CONDITIONS OF ALL ENCROACHMENTS & PERMITS
INCLUDING PROVIDING BONDS /INSURANCE IF F;EQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINA71NG REQUIRED INSPECTIONS BY MUNICIPALITY IF REQUIRED.
UTILITIES SHOWN ON PLANS ARE LOCATED AFPROXIMATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT.
CONTRACTOR TO BE RESPONSIBLE FOR REMOIt'AL. AND REPLACEMENT OF THESE FACILITIES IF DAMAGED.
SEE SEDIMENTATION & EROSION CONTROL PL -;NS FOR DETAILED MEASURES.
REFERENCES:
SURFACE TREATMENT: NCDOT SECTIOh 660, TABLE 660 -1 STRAIGHT SEAL
CRACK SEALING: NCDOT 657
PAVEMENT REPAIR: NCDOT SECIFICATION 654
PAVEMENT MARKING: NCDOT SPECIFICATION DIVISION 12 AND DIVISION 10 (AS APPLICABLE TO PAINTED PAVEMENT
MARKINGS)
RC PIPE: NCDOT SPECIFKATION DIVISION 3 AND DIVISIION 10 (AS APPLICABLE TO RC PIPE)
CULVERT HEADWALL: NCDOT STANDARD DETAIL 838.27
PAVEMENT REPAIR
(WATERLINE INSTALLATION): NASH COUNTY STANDARD DETAIL 1.16 FOR SECONDARY PAVED ROADS (SHEET DT2)
DATE: SEPT, 2013 PROJECT: 13 -057
SCALEHORZ : CLIENT CODE RWI
( )1 : 40 CADFILE: 13037CPZ
FIELD BOOK: Z20
SCALE(VERT): DRAWN BY: RF
1 : 4 SURVEY BY: TB & DB
REVISIONS:
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
PIN #
NASH COUNTY
ZONE: PI
SHEET CP5
HIGH PT
STA. 22 +66.51
ELEV:- 14840
-STA 23 +1- 6:51_ -i
ELEV: 148.20
__ _____----- - - - - --
I
\co cD
`fl
gt
N
w
cn v
- -
------- - -. - -_ _
ASPHALT
—
OVERLAY
_
+
07
v � _
LOW PT STA: 25
LOW-PT ELEV: 1_
RJV_31A_25 ±89.9
PVI ELEV:1
K­:-36-.99-
LVC_L000_0
+80 72
145.-52
145.19
+
-------
-
1
i - - - - --
-
I
I
_---------- _.- ___ -__ --
--
-I
_
_
I _ KIG1=f PT-
- --------- - -P -VI
j PVI
cod
—ce oo
N
cn v
m
it
I
I
I
—_
v v�
—
D :40%
I
—
- -
--
_
»
--
- - -- (1 E TSDE
-- - - -- -- PVC
_
A —-
O R LINE i Sp
F- CORppR ATE
I
R_ 21
ROAp)
j 24"
EXISTING GROUND
WATER -TER �-
MIN.
ALON G
I- GNMEN -T
EXISTING ROAD
3WATER-L7NE-
(RIGHT S_1D�.OF
SDR
CORRORATtr
36' MIN.
_
2" PVOd
TO BLOW
WATER LINE (�
-OFF ASSEMBLY
DR 21
--
4®
_
d --21
-ROAD
EXISTING
8" PVC
- -- -
INV. ELEV=
3" PVC WATER
(CROSSING CORPORATE
138.96
LINE (SDR -211)
ROAD)
I
_ —
--
371 LF @
-INV: EL -EV=
0.69% EX.60'�
134..06
• CP
I
co co
�- ,-
T
d- .-
N CO
�• ,_
00
d" �-
Co o
(o
�- �
� —
t6
mot• �
1
to 0
� �
ui
a- �
t
vi N c
mot- �
co ac'
�t �
LO
cD iCn
�- �
r cp
mot- �.
n
oo 0i
a-
22 +00
44ffz+1
24 +00
tpt,9 9
SEAL �'' ENGINEERING SURVEYING, PC LA FILE
20106 \
r . �p FiyG F�
1906 NASH STREET ORTH TELE: (252) 399 -0704 (STA. 22+00 - STA. 28 +00)
. ;:. all, �� �� INE F..� WILSON, N.C. 27893 -1726 FAX: [phone]
�T S. B PRA
�` License No. C -1551 www.bartlett >us.com
25 +00
26 +00
27 +00
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
28 +00 28 +26.38
ROCKY MOUNT - WILSON REGIONAL AIRPORT
dMIGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT
1" PER
1" SF9.5A OVERLA
FT.
2" SF9.5A /
8" ABC
STA. 24 +50 - STA. 28 +26
No Scale
STA. 22 +00 - STA. 24 +00
No Scale
1" PER I 1/4" PER FT, � 1/4" PER FT. I d"
FT. 1
2" SF9.SA
8" ABC
STA. 19 +00 - STA. 22 +00
No Scale
R PRFT. 14"
^ E 4 E P d"
P 1 / PER F
I / T. '*—PER
e
R
FT. Ft
2" SF9.5A
8" ABC
STA. 18 +00 - STA. 19 +00
No Scale
NOTES:
ALL WATER YO PVC SDR -21 UNLESS OTHERWISE SPECIFIED,
WATER, SEWER AND STORM DRAIN LINES SPECIFICATIONS;
• MIN. 10' LATERAL SEPARATION BETWEEN 'fNATER /SEWER LINES.
• MIN. 24" VERTICAL SEPARATION BETWEEN WATER /SEWER, IF WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON
IS REQUIRED ON BOTH LINES. DUCTILE 13✓:ON IS REQUIRED ON BOTH LINES, DUCTILE IRON SHOULD EXTEND 10'
PAST INTERSECTION ON WATER LINE AND TO THE NEXT MANHOLE.
• WATER /SEWER CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS
POSSIBLE FROM THE WATER MAIN JOINTS.
• MIN. 24" VERTICAL SEPARATION BETWEEN STORM DRAIN AND SAN. SEWER OR DUCTILE IRON IS REQUIRED,
CONNECT NEW SERVICE LINES TO EXISTING SUPPLY LINE AFTER 3" MAIN HAS BEEN TESTED AND ACCEPTED.
FOR PIPE INSTALLATION UNDER EXISTING PAVEMENT, SEE PAVEMENT REPLACEMENT DETAIL FOR SECONDARY PAVED
ROADS (NASH COUNTY STD. N0, 1.16 ON SHEET DT2)
ALL WORK TO BE IN ACCORDANCE WITH THE ':ROCKY MOUNT- WILSON REGIONAL AIRPORT STANDARDS AND
SPECIFICATIONS.
CONTRACTOR RESPONSIBLE FOR COMPLYING �tj`ITH ALL REQUIREMENTS /CONDITIONS OF ALL ENCROACHMENTS & PERMITS
INCLUDING PROVIDING BONDS /INSURANCE IF F;EQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINA71NG REQUIRED INSPECTIONS BY MUNICIPALITY IF REQUIRED.
UTILITIES SHOWN ON PLANS ARE LOCATED AFPROXIMATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON PLANS OR NOT.
CONTRACTOR TO BE RESPONSIBLE FOR REMOIt'AL. AND REPLACEMENT OF THESE FACILITIES IF DAMAGED.
SEE SEDIMENTATION & EROSION CONTROL PL -;NS FOR DETAILED MEASURES.
REFERENCES:
SURFACE TREATMENT: NCDOT SECTIOh 660, TABLE 660 -1 STRAIGHT SEAL
CRACK SEALING: NCDOT 657
PAVEMENT REPAIR: NCDOT SECIFICATION 654
PAVEMENT MARKING: NCDOT SPECIFICATION DIVISION 12 AND DIVISION 10 (AS APPLICABLE TO PAINTED PAVEMENT
MARKINGS)
RC PIPE: NCDOT SPECIFKATION DIVISION 3 AND DIVISIION 10 (AS APPLICABLE TO RC PIPE)
CULVERT HEADWALL: NCDOT STANDARD DETAIL 838.27
PAVEMENT REPAIR
(WATERLINE INSTALLATION): NASH COUNTY STANDARD DETAIL 1.16 FOR SECONDARY PAVED ROADS (SHEET DT2)
DATE: SEPT, 2013 PROJECT: 13 -057
SCALEHORZ : CLIENT CODE RWI
( )1 : 40 CADFILE: 13037CPZ
FIELD BOOK: Z20
SCALE(VERT): DRAWN BY: RF
1 : 4 SURVEY BY: TB & DB
REVISIONS:
BID DOCUMENTS
NOT FOR CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
PIN #
NASH COUNTY
ZONE: PI
SHEET CP5

LOCATION MAP
NO SCALE
SITE OATS
LOT AREA: 456± ACRES
DISTURBED AREA: 2.9 ACRES Q
EROSION CONTROL LEGEND
ELr_`' - -- - - --
EXISTING CONTOUR
ELEV
PROPOSED CONTOUR
®
LIMITS OF DISTURBANCE
- X - X -
SILT FENCE
° ° ° °°
oovoo°
ROCK CHECK DAM
7_7_17_11_ . I
7
SCALE /DITCH W/
EX. CONCRETE
TEMP. LINER
�]
INLET PROTECTION
SM
ENERGY DISSIPATOR
TEMPORARY CONSTRUCTION
ENTRANCE
® EXISTING DROP INLET
n® EXISTING HAND AUGER LOCATION
TELEPHONE 0 EXISTING PEDESTAL
cc EXISTING SEWER CLEANOUT
O EXISTING SEWER MANHOLE
f5 EXISTING POWER POLE
* EXISTING LIGHT POLE
❑ EXISTING TRANSFORMER
® EXISTING WELL
EXISTING FLARED END SECTION
uGE
EX. UNDERGROUND ELECTRIC LINE
S
EX. SANITARY SEWER LINE
w
EX. WATER LINE
G
EX, UNDERGROUND GAS LINE
- -UGT - - - -- EX. UNDERGROUND TELEPHONE LINE
-- -I
EX. ASPHALT
'? ".;,•• ` ; �'
EX. CONCRETE
°000n.
MILL & REPLACE ASPHALT
;� n ti000001
I � s --
_ --
ASPHALT OVERLAY
. , . . + «+
:' +
'
NEW ASPHALT
- "_.f'+_;
NEW CONCRETE
STORM DRAIN SCHEDULE (10 -YEAR STORM}
I
i.._... ' !
"E
....... . __ _.. -._. __ ;_ . . _ . - ___
n - 0.013
. - - - --
_..__ -_ -- _ __._- _ _ __. ___ -- W_.___ - --
/' s5o•32'32
1. _ - _ _... - - -I
_ - - __ 1_ . _._ - .. _ - -
-- -I
- - -- - - - ____!.______­__­71 ' - - - --
I
I -° I ---- -; - --- - ; - --
i - - -, -- -
// 3.52'
/ N F
\ / \ // ROBIN ANN B. STiCKNEY
- -
A tc I Cc Cc Qi C I
_. _ .. -. _ _..__. __ - - - - - -- -- - -- - - -- - -
I I
i -
! !
8 7 P 8
PION: 372600787733
9l �?_
ENGINEERING SURVEYING' PC
- I O REGIONAL
1 50
SLOPE Dtheo
FROM TO ! PIPE ' INLET INLET TOTAL ; INLET PIPE TiME OF iINTENSITY RUNOFF; RUNOFF' DSCH.P:G SIZE
- -
Vfull
--
Qfull �
LENGTH
-
SEGMENT
--
UPPER
LOWER
/!
\
_ - -- -- - - - - - - --
o RUN AREA AREA AREA TIME TIME CONIC 1 _ ___ _;_COEFF ,_COEFF_�_.__ ___L___._ -__;_ -
(SF) I (ACRES) (ACRES) (MIN) (MIN) (MIN) 1 (IN/HR) ' i 1 (CFS`I I (FTIF f) : (INCHES) (INCHES)
(FT /SEC)
I________�
(CFS)
PIPE
(FT)
I TIME
. (MIN)
INVERT
INVERT
I
//
\ /i !
; I //
: ' ► -- -- - i - 1 ► \
- - - - _ . - - .I. _._ _.____ _ _. _ .. -. .
IN FES C C 5416 ' 0 12 0.12 5.0 5 0 5.0 7.54 0.48 0.48 0.5 0.0040 6.6 (_ _12 2.9 2.3 30 0.2 146.27 146.15 �� \
. -.. ._. _ . _._ .. _ _ . _.- . _ -..... - -- -. 1___­__.­._ - - - - - -- -� - _ - -__ -- - _ �/
S
I
17
s.
IN FES B B ' 18595 0.43 � 0.55 S.0 5.0 S.0 - 7.54 ; 0.73 �_ 0.67 _ ; 2.8 0.0040^ 13.0 1 -® 15 3.3 4.1 46 0.2 145.98 145.80 \/. / \ \ Off,
-- __ _____..._ ._ __ _ ._ ; - - ___- . _.._. __ _...._ __._._ _ ____. _ ____ _.__
__ __
7.54 0.31 ! 0.41 I 6,3 0.0036 18.0
. _. _ _.... ___. 6 ! 5.0 5.0 S.0 i ' � 18 3.6 ! 6.3 48 � 0.2 � 145.41 ( 145.24 / r'''
IN FES A A 65578 1.51 2.0
DITCH CALCULATIONS I I ! 1 '
_..__._._.. _ _ _ _ ___ ___._ --- -___I_ __.__..__ - - -. -_ ______ __
i i 1._._.__ __ � ! \ \ -7p/, y \
1d -YEAR DESIGN STORM _
-. _. 1­1­_­­____... ______- _.__. _..___. _ _...-.. . --- _. _.. - . -- _. _ _ . -- - _. . _ . -.. _ ,......__,._.,._..�-..___. -__. - i_____l_ -- -j - _- __I___ ___ ___ _ __.____i - -- I- /\ / EX. MH �' q
n 10.015 - - \TOP 144.16 G'lr�
__- -.. _. ___ -_ _. __.__ _._. _ __ _. _____. --_- ___,__ _ . _...-- -.... ._-. __. -- . - --.- __._.._ -___._ r--- _ °_;_____._.__.._- _._�__ _! _ _l__ ._.______._- I S) =137.91 '. T� /
LOCATION DRAINAGE; DRAINAGE RUNOFF RAINFALL REQUIRED; DITCH BOTTOM FLOW j SIDE FLOW WETTED'HYDRAULIC MANN., ACTUAL TOP SHEAR PERM I TEMP. TEMPORARY / / ( \ F`CO
._.._......_ _____._- .__.- ..- ._.__- ._.._._ ..__._._ _.. _.1..______...__. __ -- _ _. ___ _. / / 1tJ�(W)i137.86 \ \S� �6'
AREA AREA C.OEFFiGiENT; 10 -YEAR , FLOW SLOPE WIDTH DEPTH;SLOPEjAREA� PEPIIIUIETEI2 RADIUS VEL. CAPACITY WIDTH STRESS LINER 1 LINER LINER TYPE 1 / O
__.. __ _ _.___...._ __- __. - -__ - _ - ___ __ ____ _ . _______ __ .. _ _.. - __ _ ._. - -_._ ..._ . _- _ _ . , __ __ _ �_ __ ( _
SQ.FT. ; ACRES c IWHR Q S I d I y ! M A ; P ! - R V -) Q W (Ibslsq.ft.) REQUIRED ( REQUIRED // <\ \ \ .,OX \ 9
1 I I I i %,. I \ , \
`• :'''..
ic\ %
e ®`'
/ ^,!''' • - - LIMITS OF
I `.�
/'- l-s, � ,' DISTURBANCE
o j \ ! /+
.e
s e
1
uM�� OF f ;.;e
DISTURBANCE ,/'i.f/ ELL,' - __ . ,
,�, 'r _­ �.­ - 11 .;, /
,� ;\; GAS/ k i BLDG, #7 _ : -
%e + -
'r M
�i %r' f AIRCRAFT
�:
-.+, « , /
o, ••j �� - HANGAR /OFFICE s _ ,
^D)' '� t' `, - . I° BUILDING _ . /
= Ti , A Fyc s �'�' _ FFE: 148.21 • .. '
" / F - �.�.--_
it
='� __ /
SWALE 3 6416.34: 0.124 0.48 7.54 0 45 0.0050 0 0.28 3 0.24 .!.80 V. 1.85 0.45 1. f I 0.09 NO NO WA ! _ -
___.__ -. _. __ - -_ _____..._____._f_­1 •..__,.1._-_...I__.- __- .-�__._
h.; : ,<\ CONC: .
SWALE2 7010.07; 0.161 0.47 7.54 0.57 : 0.0050 ': 0 1 0.31 3 0.291 97 0.15 ! 1.96 0.57 1.87 0.10 NO _NO :.: I NIA __ ! y ! v vv \ �;,-\"p \ \y ; , ,v y�,. ;/ i ;y.� , - - -
SWALEI : 17001.58' 0.390 0.76 7.54 2.24 0.0040 0 j 0.54 3 ' 0.88y '':343 -1� -0.26 -1 2.54 2.24 3.25 0.14 NO I YES _ 1 EXCELSIOR MATTING /! / A A Q/q ' A \t2 :`�,' %/ j''i �;`�: <; ' \�, .' ,' /
._..__. - . _ ._ _._ _ _ _ _ . _. _ __ - __ _.__. __ ,... ___- -.__.... _:.- ........_ __. i. -.__.... _____- __- _____.__ 1_._._____1._____..___�__..._ ._._.__________ � _ �__:_� _-_ / v , \ F I ,,,r, ' � .. x -,•.. ..." >, .
DITCH ! 2249.99, 0.052 0.55 7.54 0.21 ; 0.0200 1 0 0.17 i 3 1 0,081 1''.05 _� - 0.08 I 2.58 0.21 1.00 0.21 NO I YES ! EXCELSIOR MATTING / /! Av v ,,,Q /9,p\ \1_O SILT � I >'~ `•/ �::�'':• %,y,,�,,r ' / /
.... .. - ­­­_1­____ - -- - _ _ - - -- _ - -- - \
- - __._ - - -- -,- - - -- -- -
___41 _ 10. , 3 1- . , __ / / \ \\ q,I, o \ �� x FENCE .�. ;°.. !1 •' :, f t•' \•
I
0041 0 -'-" ! 3 1,63 .66 0.35 I 3.16 5.14 4.42 0.19 NO YES IXCELSIOR MATTING / ! C
DITCH 4 (B. PIPEA &CHECK DAM) 74270.67; 1.705 0.40 7.54 5.14 0 1 _ _ _- _ -- _ __I _ _ -- -_ ____ I, 1 \ 6 9'1' \ \,'•.
- ... - - - - -- - .- -- . ---- - -- _ .. _�. - _ - _ - ! _ - _ _- - - - -_ \ L , 1. , /.. > \, / /
/ \ y
y \
G C
DITCH 4_____. ____ 0.55 7.54 0.45 0.0040 0 0.30 3 0.26 "i•88 0.14 1.70 0.45 1.78 0.07 NO NO hYA / s \ .c` / e ; ; ,r O r�. ,. ^
- I -- - - - . - - - - _- - - - _1_­_.____­__________ I ° ! _ \ .n C'O \ / - <',- , `^A•SP.HA( T''`; •< %..: >. ' ri
_.. _ ...... ..._ . .. _ __. __._. -r ___ __ F` \ t' I" '`/ SILT \�.< ,, ,.; > .
DITCH 2 4645.32 ! 0.107 0.55 7 54 0.44 0.0040 ? -0 0.30 I 3 I 0.261 1, .87 0.14 1 1.69 0.44 1.77 0.07 NO NO WA / \ A / / �!` ` : ' \ ' , ' ., %: .
/ \
-.._ _.. - ____. __._... ___ _ --.___ :.__.____. ._---- .._.________._._._....._.
_. __. _. _ _ _. _ _ . _ -_. _ _ �_. __ -- -_ -I__ -: ___ ___ _ _ _ _ � ! / \ \ \ , f �,✓ a \ 'FENCE /" `` %•.: / /
DITCH I 6264.71 I 0,144 ; 0.55 i 7.54 1 0.60 1 0.0110 0 0.27 ! 3 0.221 ':.,73 0.13 2.67 0.60 1.64 0.19 NO YES ! / \ \\ \O� \ / j ` \ ✓ ', ^ j' I 11 I I 1 IXCELSIOR MATTING / f , �!< �• ' • ~;\` y ''
/ \ s \ -, \ \ mil`'Ii / ✓_ \\ , ° Z� /
!! !/ \ Ff \\ 2� SILT FENCE OVER \ }t,,,: I� f %��� ��vP �� ��5 ��rT ; 5,� \;% / �Q j
\ �. a AND AROUND PI k '',�z�. v \ y „
/ a° / \ \ OU D EX, P E .,. 7 iP ii ,.< , \O.. a ?',`co' \ ° cti �� \I
! m / ` RE -GRADE AND \ \ \ ,,� II ,� ' /�^ yy\ ; ti' ,�./ �u - - - _ -
/ \ RESTORE SLOPE. \ y ®. � 1 ", ,,`C. , l , - `�,,i� �'\ Ex. 24" FES / 11, ! \( , ti ( ".� , y .Y(7�< ` ' \; \, >\' >, , . , \ `INV. 142.22 /+. ;
! / PROVIDE EXCELSIOR, . 5,�� 30•\ e \ ' �: , y�, ,� �: % \ `, 1' \ i
\ // / MATTING FOR ANY \ Ex. so° FE* S ` \, Il ; #' y,� v- ' oQ /\ I -_ -r � J ^ / ' ,: i /
! / DISTURBED AREAS. INV. 133.83 ','� ^ i { ; � .I ' ✓ ev . I Q 7 ). _- ,,i . ,r ,_ _ /
// y // SEED AND STABILIZE \ w \ - \ i� i , t #> �'��� /y? `1 ' .. � :�- \ , j /.
/ / / IMMEDIATELY. .. o ,/> >/ v^ �/ = E_D. #6`
\ EX. MH >• \ < /. ,• ` _-- EX. METAL " `� / 2
/ / / \ \ TOP 146.26 \ \ y J ;l , ;, , % ' , \ y_ - - j u,.
! \ \INV IN =139.11 ci' ? j / ��/`! / 'I" AIRCRAFT RC
/ / N V. OUT =139. � } t /7 .,� __r j H-NGAR a
!/ / \ \\ s, \® -I� "' i ,' r/` / /'� , .o`y s I; '� FFE: 1 6,53' - / :/
/ y / /� \ �. tI / ra Fib - -'t_ 4�
/ / \ \ \ /' k'( I ' /r\\, /' l/ -1 - = �. -` ! .GONG EX. 24" FES
/ / / / \ \\ ? tl� . i '{(;t i ��'� /!} /. 1, i ®Hf F i- ' / / INV. 139.99
19 ,1I• . 1. lltdl� t ONG; HANGAR.
/ \ \ II,,'l, �, %' U41 If `r 'fir' \� r / .." j ♦ WELL C.
! / / y / / \ \ ' \ \ }}I\t I i rD.00R TRACK. .., / ^as Ex. 24° FES
�i ..
DISSIPATOR PAD /OUTLET PROTECTION SCHEDULE 1 i / / / � I I ird '- r "'' 2� 'NV. 139.29
- _- -- . - - - - -- - --- - - - - -, -- - - -; -- - - -- --- - - - - -- --- 1 - ----- -- - -__ __-__ _ / {�`II I n l ' . r _ , -
�_ e -
{NY_DOTMETHOD) _ _ `� - _ / / \ \ "ty��' .,�< / i °m --
- - -- - - -- r- - - -- - -I - IL_____.________,._ _- RON - - - -- - ' -STONE ! 050 // \ / \ ,-- as % 1. I /y ! I pro
_._'.. - _ __ -- I I I NUMBER I APRON'. _, _�__ 1_ / / / / RE -GRADE 0 � I,C; / /t t --I 11 ( _ _ _ _ _ _ _ _ _ _ _ _ _ ____ .� .- __..._.1_ .__ _ �1_ _ 2_ _- 3 _ _ _ 4 _ _ 1 // /// EXISTING DITCH -� .j =,,' ;''• • \` p` f' `' i , ! I - '` \ - °'/ '..
.. _ - _ _ - - _ __ _ .__ ----_
LOCATIONS Q(full) s Q (10) ; V {full) { V {10) PIPE DlA I - -I OF PIPES I LENGTH -1 WIDTH CLASS 1.DEPTH I STONE / ! y / / / ® �' 0` _ ry 3i r y'` \,'` /
_ .... _. .
CFS j CFS ` FPS FPS INCHES ;ZONE1 M 1 INCHES ; SlZE ! ! v '� ! ✓� ,' t' > >' / , 1.4, � \ / ... /
j (La)FEET FEET !STONE
PIPE C ! 2.3 ; 0.5 2.$7 1 2.30 12 i 1 ( 4 1 ! 4 4 A 9 / -TOP: 149.13 / /4 \Q' 4� ` N- // P I / EX. DI
/ Q O� G. e 4.. RC
__... _____._-- _I_.- ._..._..___ L___.._.__.__I_.-- __ -__? i _. 3_.___ / / / C/L INV :139x8 MITS OF '� `- %` -- /� ' ox. I%
,�1 .-n ' // pPPR TOP 142,45 _..:
PIPE B ! 4.1 -2.$ 3.32 , 3.55 15 I 1 1 4 1 I - -5- - -1 5 A L- 9 ~'~ 3 / / DISTURBANCE ? I loGp INV. 1 6:80
_._ _. _____ -__.. .. _._. __.____
10N /
PIPER 6.3 6.3 3.56 I 4.03 18 I 1 4 ' 1 6 6 A 9 i 3 / / y // / / - `� , `1 " //Q 1 y \EX. MH 1 /
/ ! // / Q? / ® �lv� i,`� �`� O }�1 70v 146.92 ( '' -
DITCH i_'__0__.5_ 1.70 6 ! 4 { 1 2 - - -2 -.. _ i.. - A - 1- - - - -9- - - - -3 - / / ! J��'�o r / i - t.., Q /�Gj� <�j_ - q -col § irNiv.ouT1339.82 /. . _
__ _ - - __ _ _ -_- -_- _ _. _ __ __ __ /
/`
pG.. __ � - - / °.
DITCH 1 ; 1 0 6 . _- _ __ -__ -2.67 6 _ _ -__' ___1 __j 4 II__. __ 1 _._- '__. -- 2 .__._ -'__ -- 2 ___ '__ A r 9 I 3 / / ® P ...
_ . _. _... �. i _ (- - - -_ _- ,-- __.- _ - -. -__
/ / / , ~ ` / ` , `•„f / O APPROX: LOCATION - ,,. -+,!I
I .` /! / / O / ® Q� `' ^ _Z /I P `� �AS,. OF POS 'SIBLE °--
`ra ` 1. 2 / / y // / J,°J rytx / t, 4` r �k , %;' , / , , 4t PUMP TAN \ JUNCTION BOX. ° / a
- 1`\\\ / ! / �S 2�Qv n0 I e ti ��G 8
CHECK \
11 / « Q / FENCE C / o ✓ • ;r �c., v / / y
1 D 1 r; -_ -` \/ / /?�/ / Q Gj OQ / L ///� ^� /•„ �'�� .i =L' _ `° ono w IN, / 4
EX. 15" FES �. I � I n . ' - / y !/ / ® (�� Q /� VZ // %\ i. : ' i' \ ' I�\ / 2
INV. 146.00 - - i• _ , \ / / / / - k 4 / o` ��`', / /\!tom/ �% '''''Y M fr =- \ \ ` .
'l4-8 W` °uQ,• / / PIPE C (12 RCP) , / \ . . ✓` . +: _1 - \ o
`, // / / / L =30.00' - - -}9'/� /'/�1/.,�'':�.�:'4:. BLDG. #� \\ / //
X _ _, _ _ / / / sm 0.0040 ® ; / , T :.." <: ,' _ EX. METAL f
/ a' -140 °\_ h ® `` ° c `pro LIMITS !! y !/ INV. IN ==46.27' // / ♦� ` . vll i I °�' AIRCRAFT \Se \ '/ /
D -
> / - r..► --•-�- .at* � ISTURBANCE ! � INV. OUT 146.15' / ! « Y�.� _ � HANGAR _= /
«.«
-� �� 15-f -.00 ° / ! 1 \ / I ' l \4 ,� �1�� « + ♦+ \. FFE: 148.5$' \ \
g. ' // `� ---' r*a // / \ 8 (15 RCP).`.'.' �_,._.- -�� \
40` `F t :' ?. ° - ° \7r° ! // j \ ® . +. «« �) /S. � /s -'�i� TOP i.48 3
S= 0.0040 C \ IN, «« « /
® �,.: ...:. u) `� .. :.: �: :: `. `@ / y / \ INV. 1N= 145.98' ^ ' �.•,- .•.•. «,GL'i j�� \�Oa -' - .'y SITE NOTES:
„, ...
° ..
i T /./ ✓ _ ° \., q. .... W ° ! INV. OUT =145.80' . /♦• « +« « .• +. «..t,h
- Sp �� �,, ° / \ ` \ « +.'« .lye. « �S=`\ �� /;� �l. _'_ INN .l3 OUT ', t,
/ .: ' k6 ti 1
® - /' I ; ' \4�..�o:,. \ ! ` ° '�' s + + + + +/+ + + .�, e' I .,, ;,TOP 1 _ i:. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL
/ /\ . \ ® •+ �° • «• / « `<. ; `"`,INV.: 6 49�\ IN OR ADJACENT TO NCDOT OR COUNTY RIGHT -OF -WAY. ALL METHODS SHALL
/ , ,..,.. /' ! i i A. t 46 b8- fo -_- ° \ orQ� �..: °ly / e ° \ °" \ + ,-.X, DI, /n /> > •'CONE
� '• ../ i \ I% .:.. Zl�. \ \ / °\ ° a PIPE A (18 RCP) +fig +� I ''e• /'•,/ ;' ; ' �• ., CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND
\ /. =48.00' I 1A'1. / i Q
/ 5\ /.... / \ r:; °\ L �' a5� / NV >�,Ya5.59;t .r /' '-I. A, .` NCDOT
ti
r.1 « « . " STANDARDS.
/.
i \.° \ / 2 °� � INV. IN= 145.41' �' !/ ,. Y . , 'LIMITS OF I
Jl....� .
/. / \ \ I¢ .,..•,r' g / _ \` „\\ 1 CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR PHONES &
`� \ / ® • °\ e CHECK INV. ovT =14x.24' �I .+. + . s ! !�! \"-', \� , DISTURBANCE / LIGHTING.
`_ �.
" / / \ EX. i5 � -CP
... .
! I ` / INCr: 147.: / .� / �'. ° `� ° \' DAM / . «.• .f♦�«+ «�.• :� 1' \,'f,`.:y;. .', `,`Y.:'- Z. .:
/ r i � 5 y, °�° , \ , (�, +• EP= 147.79 _. __ �- \ <r UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING
/ / / , , / \ \' / / a ~SILT`•° ° \• « + f. ` . , ,'. 'y .. / AND GRUBBING SHALL BE DISPOSED OF AT AN APPROVED PERMITTED OFF -SITE
„� ° ° '� ° . - P= 147.91 -REEL _ 'E)oSTING 01_WTH:_ \ .. e �j
` ! "../ / I / \'' ® FENCE. x "tom `X"` - .� ..` ;i F LOCATION BY CONTRACTOR.
- ' / ,' \ `. -- Nf1Y- 0t1�STE MASONRY �` / EX. TOP OF - iADWALL 142.53 % EX, RCP / ° ° .1` �'
/ k / / ,( \ O 80" RCP INV. 136.33
.. :... / / r / / INV�t47:93 ° ° `% `.��. jy ®\ °` °. • . , ° \ « •: +•�•« P h + « ♦' BUILT- BOXfdrHEW GRAZE-= /' /
/ ° \ \� ` o ° dj r r7 / "' -- - - / ASPHALT PAVING TO BE A MINIMUM OF 8" CABC AND 2° SF9.5A. L'LL / /:L./:�/ , EP 147.94 �_
/ / //` / `� / \�•� �`� ;: \\ \x ° �' l Q{1�'' 1 '•'•'•' '••• EX. MH' /` ' BLDG #4 �-_ -- WEkL / COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS
/ /� ` / �' ° K Ax ° `:' ' « +'+ +' rs� TOP 150.29 / - - OF ALL ENCROACHMENTS &FPERMITS INCLUDING PROVIDING BONDS /INSURANCE IF
IJ r r J \ °y !`°° \�� .��® ° « «� / EX. METAL
r / r '.n ; / ! . �` \ *,` ° ` '�; « \ iNV�� 43.30 %
/ ,/ J/ Y, i / \,: w t �-" `� AIRCRAFT =~ ,' / REQUIRED. 1.
- �; ::: � \ y, .t♦ « I / HANGAR /OFFICE _ :i'
�� /� f �j, _; // r / / / /^ / / \ .� °° �,� �__� - / CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS. 1. / / / �..o . =1 s 35 _ _--�� BUILDING -�- .
!. / � ! / % ` /' r / / \ \ - �' .. 140 , ' • \ , . > .« ��« . « J` FFE: 148:74' / CALL ONE CALL CENTER AT 1- 800- 632 -4949 FOR LOCATIONS OF EXISTING
11 / � / / / ° + r' ° « + + • -°_. UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION.
n / t '�' / / EXCAVATION AND GRADING PLAN NOTES:
' 'I r \ �, 7Y EPr =14 &1. !°'' R BY PAVING TO BE GRASSED,
CT. lq,. , i � - .. ,. ALL AREAS NOT COVERED D, LANDSCAPED OR LEFT
0 / �j i / / - / EX. MH �. ` ' ,, -GAS - l - / NATURAL AS INDICATED.
G r *2•. / TAN EP.= '1'48.45 . s _`l_ --., .:.: V
/ I TOP t 50.80 \ ° \ t�j(CN Ohl /' l . ; ��_ ' : /
f ex. 15' RjcP / wv:t4rsa LIMITS OF \� .^ ° '. �S ',,,C0NCy .- . „ _..._. - --
/ / ELEC. c� . • 4 r . ; CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR
/ 1/ 1 `
INV. i48.i6 / DISTURBANCE ° PAD / _ J A L < •.. `. . ' •04 .:. �,, r FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SiTE BEFORE DISTURBING,
Q \ EXISTING \ ° \ *, 1 METER
d ! ` r •'�. .. J ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES,
4 O / / DITCH ° °\ \t ri. PANEL / �: ., \ ��' CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED
;/ / f ° \ / \
,�,� a / �° V �_�� ,.� ` . u �� TO MATCH FINISHED GRADES.
, . TEMPORARY \- ---�� '
,�
CONSTRUCTiO
/ / / °EX. 14 .RC`P -, .� . .
v %': \ BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK
/ / / i 1 / ENTRANCE (20'X100') INV, la�,�f�° :•. ,.•.,.., . /
LIMI; OF / / Ex, tS" CP / �° :';9 \� ; `... �' \ I `! ITEMS ESTABLISHED BY THE SITE PLAN, CONTROL POINTS SHALL BE PRESERVED
•
! INV, 14 &33 °\ �� /� ` " 1: HELICOPTER / AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF THE PROPER
DISTU„BANCE`�a,,.� / / ` ° \se t % . '
!/: / / \ �, ' : ' LANDING` ;' � \ / WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS
`' _ t' POD'. UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS
/ /� // / f EX. r2^ FES' cortc'.:.
/ j / / INV. 146.90 ! SATISFACTION.
\� PAD. % . .. 11
,9/ / / / / r / / EXISTING CONDITIONS:
:..
�A I /
/ / : .;' . ;� • -' *• \. _ t ,. {' THE CONTRACTOR SHALL 8E RESPONSIBLE FOR REVIEWING ALL EXISTING JOB
® L 1 / C / CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING WORK SHOWN ON THESE
?�,, /Q� ,/ \ / , '.. C,ONC /. - // DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR 1-1
.\ F,O ®� / / `` \ , j! POSSIBLE CLARIFICATION OR RECONCILIATION.
:. .
_� \ \Fi4 ®�® AA1, /y� ',<�' : :` �/ i' / `.: CONSTRUCTION SAFETY:
,.
EX. 24 FES +�
.. /
J
\ �r r . : -: •. h,4 / THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL
.:•. -
\ \� INV. 142.53 ` PROVISIONS FOR SAFETY SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
:..
i J •a I /
A
\ \ `� _ -J O /� /: / 6�Q'f NPDES Ston ler 0lsonarye Penny for Cwsifuman At WIIes MG01) bWMENRIOINst°n of Water Oua01y
` ... \T 777 ... .. J / . .
f
:.....�
/� / r
\..
I. �. / / /
° '�.
'r / %
--
/ - c ..: X D
r
E 1
\ +�':' /i ,/TOP 148.48
y \ / ;. I �' r INV. 143.28
1\. / -- % `rte ?' 1 fir' \
G__e
WALL
IN
a' ./ SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION.
r.: ,, .. .
1. -
.. ' ! ® ®(� j 11 A C t� 1 c OFFSITE BORROW TRENCH BORROW,
c
+ BID" V
..... ......
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS
.' ''' THAN 25 AND LL LESS THAN 50) AND SHALL BE FREE OF ORGANIC MATERIAL OR
.•... ` I
NOT R CO N STR V CT ('0 N DEBRIS PLACE FILL IN 8" TO 10" LOOSE LIFTS AND COMPACT TO 95% OF THE
GRAPHIC SCALE
1 0 25 50 100 21
( IN FEET )
1 inch = 50 ft.
D
NOTIFICATION OF COMBINED SELF - MONITORING AND SELF - INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED iN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND- DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUTMENTATION
OF THESE WEEKLY INSPECTION TOOK EFFECT OCTOBER 1, 2010. TO SIMPLIFY DOCUMENTATION OF SELF- IN11:SPECTION
REPORTS AND NPDES SELF - MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE
SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF - MONITORING PROGRAM OF THE NPDES
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF- INSPECTON REPORT IS THII_
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THF:
APPROVED PLAN, THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CON,'TINUED
UNTiL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED
AT:http: / /portal.ncdenr.Org /Web /Ir /erosion . iF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FURM,
PLEASE CONTACT NCDENR LAND QUALITY SECTION OFFICE AT (919) 791 -4200.
STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, THE MOISTURE
CONTENT OF THE SOIL SHOULD BE MAINTAINED WITHIN t 3 PERCENTAGE POINTS
OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE SAME TEST. OFF -SITE
BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS
CONTAINED IN THE ADA OR OTHER LAWS. ENGINEERS ARE NOT LICENSED TO
INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE
THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE.
DISCLAIMER:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEE
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
.. is 11.1
DATE: SEPT. 2013
PROJECT: 13 -037
SCALE(HORZ):
' �41 "
Y,:.
[ M
CADFILE :103037CP2WI
ROCKY MOUNT OUTSIDE NASH COUNTY
9l �?_
ENGINEERING SURVEYING' PC
- I O REGIONAL
1 50
FIELD BOOK: 320
DRAWN BY; RF
= SEAL
L-A
SCALE(VERT):
SURVEY BY: TB & DB
ZONE:
NORTH CAROLINA Pi
f
L : a
4.1 4'a'
20106`
" `�' INE�� <~,
1906 NASH STREET NO(I TELE: (252) 399 -0704
WILSON, N.C. 27893 -1725 FAX: [phone]
HANGAR ACCESS �; D. REHAB AND WATERLINE E T. PROJECT
N/A
REVISIONS: A NCDENR COMMENTS 10 -7 -2013
t °' , ,.
' F `' '
''
# SHEET SE1
" "', S. Si'•`��.��'�
License No. C -1551 www.barilett.us•COm
A NCDENR COMMENTS 10 -31 -2013

LOCATION MAP
NO SCALE
SITE DATA:
LOT AREA: 456± ACRES
DISTURBED AREA: 3.7 ACRES
EROSION CONTROL LEGEND
EXISTING CONTOUR
ELEV PROPOSED CONTOUR
�... LIMITS OF DISTURBANCE
- X - X - SILT FENCE
SWALE /DITCH W/
TEMP. LINER
© EXISTING DROP INLET
i,,1) EXISTING HAND AUGER LOCATION
O EXISTING TELEPHONE PEDESTAL
coo EXISTING SEWER CLEANOUT
N SEWER o EXISTING SE MANHOLE
E M OL E
:f EXISTING POWER POLE
EXISTING LIGHT POLE
❑ EXISTING TRANSFORMER
O EXISTING WELL
> EXISTING FLARED END SECTION
UGE EX. UNDERGROUND ELECTRIC LINE
S EX, SANITARY SEWER LINE
w EX. WATER LINE
G EX. UNDERGROUND GAS LINE
- -UGT - - - -- EX. UNDERGROUND TELEPHONE LINE
1111 U 1111j
ARp��
EX. ASPHALT
?.'.;;- •;` %;: %';:
EX. CONCRETE
MILL & REPLACE ASPHALT
SEAL �\ -
;,
,F is
ASPHALT OVERLAY
! ♦'♦'.'. +' +'
NEW ASPHALT
r' `__.��? NEW CONCRETE
\/ S50'32'32 "E
i 3.52'
N/F
!! ' ROBIN ANN B. STICKNEY
\/! DB 1367 PG 586
B1- TEMPORARY BUFFER IMPACTS !� ,/ \ PIN: 372600787733 ':'`>.`,•
! 7 r` ` /; • - LIMITS OF
® '-
ZONE 1 IMPACTS =2432 SF '� / ---
\ � !! \ ! l,�.,,`,•'�' DISTURBANCE
ZONE 2 IMPACTS =3115 SF
UMITS OF
TOTAL IMPACTS =5547 SF (0.13 ACRES) \
DISTURBANCE %;\ � ELL;
jjOUS.E -
GA
h' Tq�K
! \EX. MH \ \ \�'G ,• s AIRCRAFT /r.
TOP 144.16 \ \�G� �'�' ,j ,, \� = PHANGAR /OFFICEP r /
IN (�S�)=137,91 \ T�'c �ry % ; , +�� BUILDING f
!! i I►►(W)- 137.as \ \ \,A o 2�6 Z v'l FqI E FFE: 148.21' ;
C®NC j
p/0
SILT ,\ <, � G` \z
FENCE j f� , M, /! ! ��° �'`'� f
81 -ZONE 2 ' P ' �� SILT \`Y..ASP,HAL�T� y\ /
NCE .<\�
\ IMPACTS
SILT FENCE OVER \ rl i�-�`C I� ;1� `�„ ✓ </ s� . 0 �& \ "� r�Q j
! \ �• \ AND AROUND EX. PIPE
\ \ ' i 3-i °, " <- >,31'Q ! 1 /%
\ \° \B1 -ZONE 1 }#+- I/
RE -GRADE AND
RESTORE SLOPE. Q� �<' �•.: _ /., \ ` •\ . \� \ EX. 24" FES /
PROVIDE EXCELSIOR IMPACTS \`. \ ,� 1�rr o/� �' J , -INV. 1x2.22
! MATTING FOR ANY \ EX. 60" FES ;.
\ ' / DISTURBED AREAS INV. 133,83,-'-,N
SEED AND STABILIZE \ �`' \ v` • ✓\ �_- ..._,_�
IMMEDIATELY, y� <: .v�•`/ ELDG. #6 f
/ \ Ex. MH EJ:. METAL
f / TOP 146.2\ ,>'\r� p RCRAFT u
\ INV.. IN =139.11
V V. OUT 39., �. t HANGAR /
m
// :CONC: / EX. 24." FES
/ INV. 139.99
-mil_ ,.
. t QONC; HANGAR
// ®WELL /
ar. i I i PpI•rP .^ t�, , / e\ rD0a5 EX. 24" FES
OR. TRACK'
INV. 139.29
RE -GRADE
EXISTING DITCH
j !
7L-EX. MH j �! - £ 7V2 N : i J. /, 1 r4 S ✓
/
TOP: 149.13 � , a' RCP 1 EX D`. �
C/L INV: 139.58 LIMITS OF `- .- _ �,y /!' rvAPPR °� I' TOP x•2.45
91STURBANCE _� / N. I �ocA�10 e INV, 1 3.6:80 f j
� SEX. MH � `\ ._
\TOP 146.92 4.
�O `2 i ,,Q2�`O' / INV, OUT 339.82 \ i
AS APPROX- LOCATION
PUMP s OF POSSIBLE
TAN
•� JUNCTION BOX-
SILT `'r o
p f
FENCE ! yn0?/`n j \< �'' '` -�' K '` 6 ~C0 \ ` ` •per-' r / `�
EX. 15" FES `�� i .ate , a` -� / ! Q /i /� /may f j. %� -`� Aj\ i
INV. 146.00 \I _X_ !'Y; /,.,'' / y',• j
t4R m \v ! / PIPE C (12" RCP} ! O �• /�\ . �,'\
W `� L -30 00' ! / , ��' �? : t °: f.:.,. BLDG Ito
_ e e S= 0.0040 - - /_ - / �. ' \ , �' ,.,, 5:•;,.; • \
r X s INV I = i _ EX. METAL - y.. j. % �� _ <, t LIMITS OF !' / j / N 146.27' ® % l yt? ♦ `\��%
- _ ' \• ��
'DISTURBANCE
h ' _ < ^.�,, �/ - AIRCRAFT d•
�� -
�' \ INV. OUT 146.15'
/ . • , HANGAR
8(15 RCP}
/ PIPE � !.
S- L=46.00' + .`.`i` Q \ _ "`�EX�D( ♦ 1 f
/ S= 0.0040 w/ _
INV. IN= 145.98' //��.,•,...' °.., .. « «. �+, ' �,, . ,• �,< `" �.` _ - 70P _148 .3 '
>Q
jY `e / \ INV. OUT =145.80' A- d' . ♦ «� "� \;; i INVst: :47'1N
^ n
/ e v SO �:::. `.. !�\ �l \ ®�LY r`j {'i �. INV .13 OUT
! >
••* -=•-..
® •.EX.` 0!: y ✓� : ,` .INV., 6,.49 CONC.' 6
IN 146.48- - _ e R /(/ 'fit ..Zi. �� \ / ! . PIPE A 18" RCP ,' !` '. r ... � • \ ' y`.
� \ \' ° \\ � } r' � ♦ ♦`♦ ♦ i/ '. \•TQP.iI "° <� ". /\. i \ ``<,; •
\ /
L =46.00 •tl• A7 / i 'j•. -' �'' '.; �` :..
NVS ,t'45:69 '
' �'� ,. ' ` /' `` �.` e ` `@• `' ! ` � e S= 0.0036 � " �v'� / ) n , \ • C:V y' 1,
.2� •'i' +'l \. -♦ \; . Q'. ;C <. i`. 'a•
`CJ INV. IN= 145.41' -
_ _ >
' e ;' . �...: � ` \ `• � `• \ •. INV. UT -14S ♦ '
�M'
., MITS o
TURBANCE
°EX.�`5', .RCP ! \. `/ '._ \e ` ° \� • ; ♦ ♦',• ♦ ♦ ♦`+ `f3♦ / /t\ // ":�. -- ,� ^''>• /'..' -'�Y'.'`<•, i :'/
7 / % \ INV, 14,1. ... \... e e ms ` \ \fie \ i Li q+ �+-+/ .a % +�' -
t�•�♦� _
<% \
/ .. ! f� -. SILT -�`\ ti� ti`♦ t♦ - ,.°• -'
EP 147.79 �.
�� y = RfPLACE_QOSIINC`OI
FENCE. f... !
_ o I' ♦� ,� P 1 NEW- ON= SITE..MASONRY _ _ / j EX. TOP OF HEADWALL 142.53
/ Ex. RCP ` \ \ a �.. - ♦ i'i' E. i 4
% / l IN\/�147: 3 %.. '��. fy ®\ ` ` P BUILT 80)i dG_NEW-C�tA7E_ `\ / 136.33
/ � ..... , e \ \ : '''.•••i` . . . 1\ O• �.. =--'�_ 60 °° RCP INJC
1 / ' 7.91 '
pq
At
/��. {/ t / \` % h• �/� �- e� °\ ty; EX. MW
2 ittk {j�, i' •`, i TOP /150.29 EX. METAL /
`� \ ayli yam'' +': `43.30 (!�.
! . \ �° _ . , ,\. .'. / • -- ---_ AIRCRAFT _- - - -.•._ /
:: .. , '.t\�. , , e ' ♦� . i � . ..i.+ e, a. . .r . > .. AR /OFF ICE
` 1 8.35 BUILDING
-140 ' iv FFE: 148.74' ..-
:!
f
/
f
..
\ . ` j :�/ 1 �t / / j \ \ • \ '1`. i ,
• {i♦ T i i' ��' %•• TI \�N - \` •i ♦ .\ ja ♦ \ _•--- "J-- '��-.- >-
Q / '\•'`•t r� « ORMERe PAb-�
EX: 1.5_ RCP j
Llldl3S OF EX. ,15" RCP /
DIS7.IRBANCE � �� //' ! / �INV.'148:33
/
-._
,j
\ ® EX, 24" FES -
\ \ \ INV. 142.53
\ G'( / ..
/EX'
A /TOP 14848
/ (INV. 143.28
LCE'
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us.com
TOP M 50.80
INV: 141.53
EX. BRICK WALL
AT BUILDING
LIMITS OF \� .� CONCy/ ELEC.TAN
DISTURBANCE,_ �.
EXISTING' \`� `\ 2 .\ PAD f MC'fEl� �J :t _ \.\ 'Oaf.
DITCH \ , ­,PANEL
INV,, 14�:$YR�
\ \ / HEt_ICOPTER'' /
//: LANSING •/ I j
EX 1'2" FES GONG: 'PAD.' �• /
INV. 146.90
GRAPHIC SCALE
( IN FEET )
I inch = 50 ft.
0
DATE: SEPT. 2013 PROJECT: 13 -037
CLIENT CODE: RWI
11r%11 m SCALE(HORZ): CADRLE:13037CP2 ROCKY MOUNT OUTSIDE NASH COUNTY
ILSON REGIONAL 1 �0 FIELD BOOK: 320
BUFFER CTS DRAWN BY: RF
SCALE(VERT): N/A SURVEY BY: TB & DB NORTH CAROLINA ZONE: PI
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT REVISIONS: Q NCDENR COMMENTS 10 -7 -2013 PIN # SHEET Bi
zL NCDENR COMMENTS 10 -31 -2013
1111 U 1111j
ARp��
S/pv9�q�
SEAL �\ -
;,
20106
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=;Iwo`.: �s:�; �
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LCE'
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
License No. C -1551 www.bartlett.us.com
TOP M 50.80
INV: 141.53
EX. BRICK WALL
AT BUILDING
LIMITS OF \� .� CONCy/ ELEC.TAN
DISTURBANCE,_ �.
EXISTING' \`� `\ 2 .\ PAD f MC'fEl� �J :t _ \.\ 'Oaf.
DITCH \ , ­,PANEL
INV,, 14�:$YR�
\ \ / HEt_ICOPTER'' /
//: LANSING •/ I j
EX 1'2" FES GONG: 'PAD.' �• /
INV. 146.90
GRAPHIC SCALE
( IN FEET )
I inch = 50 ft.
0
DATE: SEPT. 2013 PROJECT: 13 -037
CLIENT CODE: RWI
11r%11 m SCALE(HORZ): CADRLE:13037CP2 ROCKY MOUNT OUTSIDE NASH COUNTY
ILSON REGIONAL 1 �0 FIELD BOOK: 320
BUFFER CTS DRAWN BY: RF
SCALE(VERT): N/A SURVEY BY: TB & DB NORTH CAROLINA ZONE: PI
HANGAR ACCESS RD. REHAB AND WATERLINE EXT. PROJECT REVISIONS: Q NCDENR COMMENTS 10 -7 -2013 PIN # SHEET Bi
zL NCDENR COMMENTS 10 -31 -2013

CONSTRUCTION SEQUENCE: A
STEEL FENCE POST
1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. A PRE - CONSTRUCTION MEETING MAY BE !REQUIRED AT
THE DISCRETION OF NCDENR. ADDITIONAL INFORMATION MAY BE REQUIRED BY APPROVING LAN[, QUALITY
WIRE FENCE
ENGINEER BEFORE PLAN APPROVAL IS ISSUED. CONTACT LAND QUALITY AT (919) 791 -4200 /:' LEAST
48HRS. PRIOR TO CONSTRUCTION.
HARDWARE CLOTH
2, NO WORK TO BE DONE ON SITE UNTIL THE EROSION AND SEDIMENT CONTROL PLAN HAS BEEN - PPROVED AND
PERMIT AQUIRED DR A NOTICE OF VIOLATION WILL BE ISSUED.
FILTER OF t INCH DIAMETER
¢' 57 WASHED STONE
III
WIDTH VARIES
3, INSTALL APPLICABLE E &S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING ( INCLUDING
FLOW DIRECTION 16"
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
DEMOLITION) ACTIVITIES.
o. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE ACCORDING TO PLANS AND AS NEEDED.
GRADE ACRE AND THERE IS A LOW AREA. USE
_
d L --
lvlll�lll`tii__.11,_ - -i!
I- =_III- FREE- BQARDi' (MIN.)
I IW I1 "I
PIPE "A" TO BE INSTALLED WITH DISSPATOR PAD AND DITCH# 4 TO BE CONSTRUCTED WITH - D-IECK DAM,
AS A REPAIR OF SILT FENCE FAILURES.
I I _ I : I
"�
AS SHOWN, PRIOR TO INSTALLATION OF CONSTRUCTION ENTRANCE.
b. TREE PROTECTION FENCE TO BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF GRADING PERMIT,
SLOPE AND SIDE SLOPES FLOW
LOW DEPTH
C. SILT FENCE AND /OR TREE PROTECTION FENCE MUST BE INSTALLED AROUND THE PERIMETER zEPARATING
(SEE TABLE ON S &E PLAN) (SEE TABLE ON S &E PLAN)
EXISTING PEDESTRIAN TRAFFIC AREAS,
SIDE VIEW
d. INSTALL NEW CHAIN LINK FENCE AS SHOWN PRIOR TO REMOVAL OF EXISTING FENCE AS SHO'tvN IN THE
DEMOLITION PLANS TO ENSURE CONTINUED SECURITY.
4. WATER LINE INSTALLATION:
o. PIPE INSTALLATION AT DITCH CROSSINGS SHALL BE DONE DURING DRY PERIODS AND STABILIwD
IMMEDIATELY.
b. RESTORE PAVEMENT AFTER LAYING PIPE ON CORPORATE ROAD AT APPROXIMATELY STA. 23 -50. (SEE
FILTER OF 1 INCH DIAMETER o
° 4 on
DITCH /SWALE
DETAIL 1.16 ON SHEET DT1).
# 57 WASHED STONE °
5. SLOPE REPAIR AND FLARED END SECTION REPLACEMENT AT STA. 24+50:
co ° �� �., g °;o
TYPICAL SECTION
o. SEE NOTES ON PLAN.
°
° °
SILT FENCE FABRIC TO OVERLAP ° o0 0 ,
°
°.�
NO SCALE
6, BEGIN GRADING AND CONSTRUCTION OF NEW PAVEMENT AND RESURFACING OF EXISTING PAVEME:'•IT AS SHOWN
HARDWARE CLOTH 8Y 12 INCHES 0o0q.�.800
00 0000 °o S' o oo°°oo oOff
ON PLANS.
o. CONSTRUCT AND STABILIZE SWALE #'S 1 -3 AND PROVIDE CHECK DAMS. INSTALL STORM DRAM PIPES "B" &
CONSTRUCTION SPECIFICATION:
°C° WITH DISSIPATDR PAD AS SHOWN ON PLANS. INSTALL SILT FENCE OVER AND AROUND STORM PIPE
b. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER. PERMANENT COVER MUST BE ESTABLISHED WITHIN
SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA,
7 TO 14 DAYS OF ANY PHASE OF GRADING AS DESCRIBED IN THE NEW NCDENR STABILIZATICi!,! TIMEFRAMES
ON WIRE FENCE ON WIRE FENCE
A14D DISPOSE OF PROPERLY,
(EFFECTIVE AUGUST 3, 2011).
c. EXISTING ROAD WHERE PROJECT CONNECTS SHALL BE KEPT CLEAN AT ALL TIMES OR A WASL.J STATION WILL
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS A
BE REQUIRED.
0.2 -FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED
d. ALL PAVEMENT ADJACENT TO EXISTING BUILDINGS MUST BE RESURFACED SLOPING AWAY TO = 1REVENT
PLAN VIEW
PREPARATIONS AND SOD BUILDUP,
STORMWATER FROM GOING INTO THE BUILDINGS. PLACE TEMPORARY COVER (PLYWOOD WITH '.VEIGHT ON
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL
TOP I.E. CINDER BLOCKS) OVER EXISTING DROP INLETS NEAR ASPHALT TO BE MILLED TO PR- c!YENT ASPHALT
FIREFLY,
FROM GOING INSIDE THE BOX. COVER CAN BE REMOVED AFTER MILLING ACTIVITY IS COMPLETED WITHIN THE
AREA,
STEEL FENCE POST SET
4. T4E PROCEDURE USED TO ESTABLISHED GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE
8. TOPSOIL STOCKPILE AND WASTE AREAS TO BE REMOVED BEFORE FIN
HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE
ODNDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR A TEMPORARY LINER
SUFFICIENT TO WITHSTAND ANTICIPATED VELOCITIES DURING THE ESTABLISHMENT PERIOD.
9. ALL APPLICABLE E &S CONTROL MEASURES TO BE PROPERLY MAINTAINED UNTIL A VIGOROUS ST; =',ND OF
PERMANENT VEGETATION IS ESTABLISHED.
MAINTENANCE:
10, AFTER UPLAND AREAS HAVE BEEN STABILIZED, REMOVE SEDIMENTS INCLUDING THOSE BEHIND C: ECK DAMS.
SILT FENCE
REGRAOE AREAS ACCORDING 70 CONTOURS AS SHOWN ON PLANS AS NEEDED AND RE- SEED /�SGETATE AND
FABRIC
AB
DURP,G THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL, AFTER GRASS IS
STABILIZE AREA.
RLAP
12
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL, CHECK IT AFTER EVERY HEAVY RAINFALL EVENT,
12
INCH INCH
IMMEDIATELY MAKE REPAIRS, IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD
11, WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, I+ CLUDING
CROSSING FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
WASTE PILES, REMOVE ALL TEMPORARY MEASURES.
GRADE
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS
CONDITIONS AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
MAINTENANCE:
`
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK Ar�J AFTER
NOTE:
BURY WIRE FENCE, HARDWARE CLOTH,
AND SILT FENCE FABRIC 6 INCHES INTO
FRONT VIEW
GALVANIZED TOP OF B WIRE
..r KxII EXTENDS TO TOP OF BOX
x �' h°;*
EVERY RUN -OFF PRODUCING RAINFALL.
THE TRENCH
'�t`� '�!'`Y Y <.^.t
•,•�y °'l ^• `i •+ - STANDARD METAL
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND /OR REPLACED AS NECESSARY.
POSTS 2' -0- IN
�G�Z�A'Y ✓' r' GROUND
PREPARATION:
SEEDBED
.:. .
STANDARD SILT FENCE OUTLET
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVi; -ABLE.
NO SCALE
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
�- V
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO c" PEEP,
B' max. standard strength fabric with wire fence
N5y WASHED STONE PLACED TO
A HEIGHT OF 12 " -18" MIN. ABOVE
6' max, extra strength fabric without wire Vice
L = The distance such that points
TOP OF BOX
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR ;ULTIPACKER
AFTER SEEDING.
A and 8 are of equal elevation
N s:
_•:;:i:;:i;1:::�:_:. , •.:•:.::,:a�; �;= 1 = .::..:::::. :::...::
;;• :_:_:_..__:._: •. .•
�::::: r; i...",.1,,'- :..,:p:T,::EE::'
SILT
INSPECT AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH USING EMULSIFIED ASPHALT AT A RATE DF 435
Steel ;::r::,..;._,._:...n: -:..:•:::'(,
-' •' '': =il i - =� <;'? -::: =:: •-;a;i.+;it:::::• r::.:: -:: <:_
post
FENCE
VOLUME TAKE ENpTS RUT
GAL /ACRE.
i
% { t l I II ' Plastic
A B
1 TEMPORARY= VARIES
FOR THE NIXT RAWOL CARE 0 DAMAGE OR UNOE THEFABRIC
DURING SEDIMENT REMOVAL.
t or
wire
... ,,.:,.... ..- ;I':,r;4•:�:.:.. +.:;•'!....• `.. .;;:
I ..
-I - -
2 STOCKPILE
FLOW
WHEN THE CONTRIBUTING DRAINAGE AREA HA5 BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY, BRING THE
SLOPE
t.:: ;, :; n::. ::_ :::.__ : ^• >;; '
.�a-;; (c-ii:•1.::;iE;:ic =? ": r!�i:fiF'`.i':i;_.i s: i': <i::i'i:xi::r..:i: ��
`;
�\ �� \ \�\, \\ ��\ /�` /�\ /�` /� \
DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT,
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET,
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED WILL
Wire
PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT 3E
fence ! I
COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS
CAN
turd
�` ! -1
STOCKPILE STABILIZATION
CATCH BASIN % YARD INLET PROTECTION DETAIL
LARGE CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS LODGE.
_ =r
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB /ACRE.
/
Figure 6.83a space dams in the downstream dam is the toe dam.
STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3)
DAYS SHALL BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES I.E, PERIMETER SILT
NO SCALE
VIA
check a channel so that crest of at elevation of of upstream
9 P
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A
HYDROSE GUM SLURRY.
_
_ B down A 4
forward'along
FENCE). P
SEEDING. STOCKPILES TO REMAIN IN LACE FOR 30 DAYS OR MORE SHALL RECEIVE TEMPORARY
the
24 Filter
CHECK DAM SPACING DETAILS
NCDOT N5 WASHED STONE
IF A MACHINERY BREAKDOWN OF Y2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING, THIS SHOULD COMPENSATE FOR DAMAGE TO SEED, BEYOND 2 HOURS,
fabric
NO SCALE
6° DEEP MIN.
FULL RATE OF NEW SEED MAY BE NECESSARY.
TEMPORARY STOCKPILE WITH SILT FENCE
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN
NO SCALE
TO PUBLIC ROAD --°-
ONTO STEEP SLOPES IN DRY FORM.
CRIMPING STRAW MULCH
ens
fence
1.5' min.
9" min
_
o
Cross
- -
- - - - - 6KA 1�tfi
^'
10' MIN. 0 o CLASS B RIPRAP
APPLY AND CRIMP HALF OF THE REQUIRED AMOUNT OF STRAWS IN TWO DIRECTIONS BEFORE APPL1`i4G AND
CRIMPING THE REMAINING STRAWS FOR BETTER ANCHORING INTO THE GROUND.
View
Filter
- -` ,V�
_`t ?a .
w �,• r ;
:, t`'tg�ry < qS, %
-
ti, Y' "�•et,.. tea, ' >i
t
f 12a WHICHEVER OIS GREATER
FILTER FABRIC
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERA. ON
Steel fabric Backfill trench Natural
post / and camp ground
�i thoroughly
Zrx sky:
r` ` �
g"�"°i4'•',,rr���!: }?�`
�: 's,.�'@:j`
CAPACITY OF PIPE = DITCH CAPACITY
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE EN_iNEER
/ � �
/ ,.1s?
r`
a" R
k: r, \
PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 .
u
,
'
°' 4' 1,
.
Filter Cloth
Figure 6.17d Temporary Channel Liners; Washington State Department of Ecology
''
TEMPORARY DITCH CROSSING
L%ps� �?cY
m o
B,.
nt'n
Plan View
12" of NCDOT #5 or #57
Excavateclwnnel to design
Overlap b" min. grade and crass - section r:
f
-y
NO SCALE
SEEDING SCHEDULE:
Zq"
I
washed stone 1 5'
TEMPORARY SEEDING
' :1
.
'"
-
taI {LU: rt ?s,,k4` Dasign depth �Yi �`�s "' Lon itudinal
' d`'' f g
SEEDING MIXTURE WINTER /EARLY SPRING SUMMER FALL
Class B Riprap �, r yt t v
?�{y`>
,,� L o M1c':, r, onchar trench
Overcutchannel2 "toallowtwlkmg•`
SPECIES RATE(LBJACRE) RATE(Le /ACRE) RATE(LB /AC ; ;•E)
40 -
.,F•.I. J'Vil- 2'moX.at
c'i r+ '} p 'c% ; center
eta .+:.1n,t:1,t�l;rrt,,_°° -,y'�`
during seedbed preporot+on n1uc�,d+uo.�tawu"ae tL
GERMAN MILLET _
RYE (GRAIN) 120 - 120
w
I^%+
ANNUAL (KOBE) LESPEDEZA 60 -
Filter Cloth+ y •r , "'�
SEEDING DATES 12/1 -4/15 4/15 -8/15 8/15 -12/ +B
SOIL AMENDMENTS
SILT FENCE DETAIL
} �✓� ,•,~
a` 6'
(�s/ �6°
Typical installation s{�(
with erosion control iS i! JJJ
lrxti�•
dQ d Mt
Q p�
LIMESTONE 2000 LB/ACRE 2000 LB/ACRE 2000 LB /AC iE
NO SCALE
to
a' reiinforcement mot
-'st gtT tNj3t." i1tFr of fslr °
J�v _�
�
FERTILIZER(10- 10 -10) 750 LB /ACRE 750 LB /ACRE 1000 LB /ACF!=
Cr'05S-SeCi'iOtl View
6 •? �'.'�' ' b' " '" �
Q
STRAW MULCH 4000 LB /ACRE 4000 LB /ACRE 4000 LB /ACF:_
EMULSIFIED ASPHALT TACK 435 GALLON /ACRE 435 GALLON /ACRE 435 GALLON /ACRE
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
Intermittent check slot Longitudinal anchor trench
dam.
PERMANENT. SEEPING.
INSTALLATION SPECIFICATION 5
shingle -lap spliced ends or begin new
roll in on intermittent check slot
Q
a \
SEEDING MIXTURE WINTER /EARLY SPRING SUMMER FALL
CHECK DAM CROSSSECTION VIEW
SPECIES RATE(LB /ACREI RATE ,LB /ACRE) RR�,(LB /ACF! =1
TALL FESCUE 200 200 200
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE
FENCE. CHECK WITH A LEVEL IF NECESSARY.
NO SCALE
Prepare soil and apply seed beforef F' 'f a;A r'
6° MIN. o 0 0
COMMON BERMUDA 10 10 10
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS,
installing blankets, mats or otFjjE�l
w
GERMAN MILLET - 15 -
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
temporary channel liner sys#
SEEDING DATES 2/1 -4/15 5/1 -8/15 B/25 -10 /?
PRESSURE.
t t ; t y
'`' 3 t U
N.C. DOT y 5
WASHED STONE
SOIL AMENDMENTS
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
THE FABRIC TO POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
CONSTRUCTION SPECIFICATION.
iS;i < 3t
I� {` ' *:i
LIMESTONE 3000 -5000 LBS /ACRE 3000 -5000 LBS /ACRE 3000 -5000 BS /ACRE
5, ATTACH EACH
FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION,
c
LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS
57� ir" "�jsr4�'frq
NOTES:
FERTIUZER(10- 10 -10) 1000 LB /ACRE 1000 LB /ACRE 1D00 LB /ACFi=
NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
THE CHANNEL BANKS,
r
FAO x4
STRAW MULCH 4000 LB /ACRE 4000 LB /ACRE 4000 LB /AC' - -,_
EMULSIFIED ASPHALT TACK 435 GALLON /ACRE 435 GALLON /ACRE 435 GALLON/'ACRE
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE THE GROUND LEVEL.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS
,,. rye..;,, °,,.• :,,.._.. ` J�k „f� 2;i.i: *i�•" :I s �jd; „r
;•.. >2s;,...,.r :..,,i...:e rte h.t..t f$ttf. -.,t .. _., ,,,,. i,. _..,tl
t +1' a + au's� • ai �� &.'j?�xj??9F,• "'k is�� ;8°�ni;..-
AP.PILICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS F THE VI A
0 E DE CE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
8, THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS. TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME
�,, .,
HYDROSEEDING
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS, COMPACT THE SOIL IMMEDIATELY NEXT
AS THE TOE ELEVATION OF THE UPPER DAM.
'
MATERIAL QUANTITY
TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
} +
A. N.C.D.O.T. 5 WASHED STONE SHALL BE USED, PAD TO BE 100° L x 20'W x 6"0
SEED 200 LB /ACRE
EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
8. TURNING RADIUS TO BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
FERTILIZER 500 LB /ACRE
EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
7. ENSURE THAT THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS.
STRAW MULCH 2000 LB /ACRE
DAMAAGE OR BLOCKAGE FROM DISPLACED STONES.
NOTES,
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS.
TACKIFIER 100 LB /ACRE
MAINTENANCE
1. Design velocities exceeding 2 ft /sec require temporary blankets, mots or similar liner. to protect
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
MAINTENANCE:
seed and soil until vegetation becomes established.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY,
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
2. Gross -lined channels with design velocities exceeding 6 ft /sec should include turf reinforcement
REPAIRS IMMEDIATELY,
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Y2 INCH OR GREATER)
mats
MAISiTENANCE
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME INEFFECTIVE, REPLACE
CLOG THE CHANNEL WHEN NEEDED,
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE, AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
PROMPTLY.
NOTE: TEMPORARY LINES MUST EXTEND TO THE TOP OF BANK FOR DITCHES.
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
('"� DOCUMENTS J�
B I D U NT
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE, TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
EDGES OF THE DAM, CORREDT ALL DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
V V L! 1 Y t
CLEANOUT.
CHANNEL,
0 TEMPORARY CHANNEL LINER
NOT FOR CONSTRUCTION
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
1 NO SCALE
CONSTRUCTION ENTRANCE
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
NO SCALE
SEDIMENT OVER THE DAM, ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
DATE: SEPT. 2013
PROJECT: 13 -037
11 lop
Es" A R T L Em Em 0 T T
CADFILE:1 CODE: 7CPZWI
ROCKY MOUNT OUTSIDE NASH COUNTY
SCALE(HORZ):
911
_
WILS00"N
N f A
FIELD BOOK: 320
- SEAL �?
ENGINEERING & SURVEYING, PC
SCALE(VERT):
DRAWN BY: RF
SURVEY BY: TB & De;
CAROLINA ZONE:
NORTH OL A PI
20106 ��
N/A
`,-
<C,,,,
1906 NASH STREET NORTH TELE: (252) 399 -0704
HANGAR /ACCESS D. REHAB AND WATERLINE EXT
w�ESON, N.C. 27893 -,726 FAX: (252) 399 -oso4
®.PROJECT
REVISIONS: NCDENR COMMENTS 10 -7 -2013
PIN # SHEET oT1
License NO. C -1551 www.bartlett.us.com
Q NCDENR COMMENTS 10 -31 -2013
P:\_CADD \- LANOPROJECTS \RWI \13037 \DWG \13037CP2.DWG 11/12/2013 1:38:10 PM

F_
ANGLE
kINGS 01- *3 RI iNF
�
HAR AS SHJWN
f
Nsr,•�.L,tTlt�,l
111/4° BEND
750
.950
A , A
3,500
11'Y LT I
1,000
`_-
!,ilNltdUh? loco psi
7,500
CONCRETE PAD
1 1,250
21500
4,000
PAVEMENT
A. AREA TO BE TiVAPED.
I�I '• III!{
B. G” OF CRUSHED STONE.
?Y {� • "Z' =-
PLAN
r
SF9.5A .*
D. 8" CRUSHED STONE.
e z
RINGS OF �3 REINF
BAR AS SHOWN i, SA.ND FIL_
� b .
FINISHED —� LO i
VALVE DON
GRADE
VALVE --
IN PAVED AREAS, REMOVE AND REPLACE
v 90A BRASS FITTING
30y, , — THRE /`,ED COUPLING
TRENCH EXCAVATION.
PRIVATE
IIOY.
VALVE BOX
TrU. {PED
27" D1AQETER
`)
BACKFILL CONCRETE BLOCKING
SECTION A-
POUREDI SO THAT 2. OE I FITT GSO OR
r _
"
FLANGES ARE COVE RED. THIS WILL
_NA.SH COUNT
APPLY TO ALL VALVES: AT ALL
i 2" CATE VAI.V1=j
LOCATIONS.
REVISIONS —
Df \TE DESCRIPTION
PIPE (D12" It'! LENGTH!
-
° ° -- C01iPORA1'li�� {V STOP
STD. NO.
1,.0
N,` SI-1 CO(.'.97i
TYPICAL VALVE
BOX INSTALLATION
STANDARDS
00— ,, 111111/,1 "'
/ .
%
0 '
BAffM--`"1"`LETT
SoA ENGINEERING SURVE G, PC
1906 NASH STREET NOR77H TELE: (252) 399 -0704
`• ; °B ��iNFE `� WILSON, N.C. 27893 -1725 FAX:
fF �`�. , ; >� �,, •, F .��, � (252) 399 ®0804
''%1r S gP� License No. C -1551 www.bartlett.us.com
'�� /1lIIIH1/N \\
}p _I,,`I!1; El ' 1 * -0" MIN.
I -
1�. i I EI
-I I I i
711 • = -141- l i } 11 1 it -_
8„
SFQ_TIQ " zC2
SIZE OF CONCRETE BLOCK OR CUBIC
FEET OF CONCRETE-
TOTAL RADIAL THRUST _ T
WEIGHT, C.F. OF CONCRETE 150
NAS:14 COUNTY
STANDARDS
FINISH GRADE
REINFORCING
4 °5 U BARS
SS BARS
UM ANGLE 30"
VERTICAL BENDS - THRUST 150 P,S.I.
ANGLE
SEE V v_VE BOX
�
6" PIPE
S" PIPE
Nsr,•�.L,tTlt�,l
111/4° BEND
750
.950
1,700
3,500
22Y2° BEND
1,000
1,800
3.1000
7,500
30° BEND
1 1,250
21500
4,000
PAVEMENT
A. AREA TO BE TiVAPED.
I�I '• III!{
B. G” OF CRUSHED STONE.
?Y {� • "Z' =-
C. 2" BITUMINOUS CONCRETE SURFACE COURSE
SF9.5A .*
D. 8" CRUSHED STONE.
A
E. NEW CONCRETE I /2" THICKER THAN EXISTING
CONCRETE, BUT NO CASE LESS THAN 6 INCHES
THICK:*
VALVE --
IN PAVED AREAS, REMOVE AND REPLACE
v 90A BRASS FITTING
30y, , — THRE /`,ED COUPLING
TRENCH EXCAVATION.
PRIVATE
('_
' BRASS LINE -1 1
TrU. {PED
REVISIONS
`)
BACKFILL CONCRETE BLOCKING
y
r _
"
MIN, 1/3 CJ AT
3000 P.S.I.
_NA.SH COUNT
PAVEMENT REPLACEMENT DETAIL
i 2" CATE VAI.V1=j
�.2" THREADED BRASS
�S
PIPE (D12" It'! LENGTH!
° ° -- C01iPORA1'li�� {V STOP
�'--; OR WATER )b STF IBU
SERVICE 5rDDLES.
TI N
I
O:
I
i• BLO`N -OFF ASSEMBLY FOR 2" MANS ARE -0
BE CONSTRUCTED AS A CONTINUATION OF
`
THE MAIN WITHOUT THE SERVICE SADDLE ArID
wrnioUT THE CORPORATION STOP.
2. CGRPORi %ZION SFOP SMALL BE LOCATED
--
REVISIONS
IW -TOP Cf Y A1'LR i.iAltJ.
(D: \_1 "E_ _.— DESCRIPTION
_
--
STD. NO.
N. SF1 COUINI'V
STANDARD
2" BLOW -OFF ASSEMBLY
STANIDARDS
=Q
00— ,, 111111/,1 "'
/ .
%
0 '
BAffM--`"1"`LETT
SoA ENGINEERING SURVE G, PC
1906 NASH STREET NOR77H TELE: (252) 399 -0704
`• ; °B ��iNFE `� WILSON, N.C. 27893 -1725 FAX:
fF �`�. , ; >� �,, •, F .��, � (252) 399 ®0804
''%1r S gP� License No. C -1551 www.bartlett.us.com
'�� /1lIIIH1/N \\
}p _I,,`I!1; El ' 1 * -0" MIN.
I -
1�. i I EI
-I I I i
711 • = -141- l i } 11 1 it -_
8„
SFQ_TIQ " zC2
SIZE OF CONCRETE BLOCK OR CUBIC
FEET OF CONCRETE-
TOTAL RADIAL THRUST _ T
WEIGHT, C.F. OF CONCRETE 150
NAS:14 COUNTY
STANDARDS
FINISH GRADE
REINFORCING
4 °5 U BARS
SS BARS
UM ANGLE 30"
VERTICAL BENDS - THRUST 150 P,S.I.
ANGLE
TOTAL RADIAL THRUST - LBS.
d!' PIPE
6" PIPE
S" PIPE
12" PIPE
111/4° BEND
750
.950
1,700
3,500
22Y2° BEND
1,000
1,800
3.1000
7,500
30° BEND
1 1,250
21500
4,000
9,500
VERTICAL THRUST BLOCK DETAIL
�*+14N may,
'yJ //h9
zm I ��
Uj
COMMON TRENCH
(FINAL) BACKFILL
(NOTE
#12 AWG BLUE INSULATED SOLID i
STRANDED COPPER LOCATOR WIRE
ON TOP OF ALL NON– FERROUS
PIPE. ATTACH WIRE TO PIPE WITH
ZIP TIES AT 5' INTERVALS. —
-11
i
FAF
I WAWA
. an
.: ■■■v
■■�■!�_
0
L
A,
CONDITIONS
WA
UNDISTURBED
EARTH
FOR ALL PIPE, PLACE A
METALLIC WARNING TAPE 12"
TO 18" ABOVE TOP OF PIPE
CAREFULLY COMPACTED
SELECT EARTH (INITIAL)
BACKFILL (NOTE 2)
HAUNCHING (DETAIL 511.02)
BEDDING TYPE (DETAIL 511.02)
FOUNDATION STONE IF
REQUIRED (SEE DETAIL C01.02)
TRENCH WIDTH=
(PIPE O.D. + 12" MIN.)
(PIPE O.D. + 24" MAX.)
TD. Nd .
1.05
n
12" CC D n
� E
��� i.: r � g sue, t;. ,�.ryii.�! `:�,Y -�'. 1 „�<Y %�
°'+.... �.:, ....t.c?. •fie. .,�
UNDISTURBED
SOIL
A A
O_
SECONDARY SECO111IDARY
PRIVATE
PAVED ROADS UNPAVED ROADS
PAVED DRIVE
l�
NOTES;
A. AREA TO BE TiVAPED.
I�I '• III!{
B. G” OF CRUSHED STONE.
?Y {� • "Z' =-
C. 2" BITUMINOUS CONCRETE SURFACE COURSE
SF9.5A .*
D. 8" CRUSHED STONE.
A
E. NEW CONCRETE I /2" THICKER THAN EXISTING
CONCRETE, BUT NO CASE LESS THAN 6 INCHES
THICK:*
IN PAVED AREAS, REMOVE AND REPLACE
PAVEMENT A 4lNIMIUN; OF 12 INCHES BEYOND
TRENCH EXCAVATION.
PRIVATE
SEE SPECIFICATIONS FOR GRAVEL DRIVES
CONCRETE DRIVE
REVISIONS
DATE DESCRIPTION
y
STD, N0.
_NA.SH COUNT
PAVEMENT REPLACEMENT DETAIL
�S
STANDARDS
-�;
TYPE i
(NOTE 1)
FLAT BOTTOM TRENCH WITH LOOSE DIRT
(FLAT BOTTOM IS DEFINED AS
UNDISTURBED EARTH)
TYPE 2
FLAT BOTTOM TRENCH WITH BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE OF PIPE
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
IYHE S
PIPE BEDDED IN 4" MINIMUM LOOSE 'SOIL WITH BACKFILL
LIGHTLY CONSOLIDATED TO TOP OF PIPE
(LOOSE SOIL IS DEFINED AS NATIVE' SOIL EXCAVATED
FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL,
FOREIGN MATERIALS AND FRO,E'EN EARTH)
ITf t 4 IYYt 5
PIPE BEDDED IN SAND, GRAVEL, or CRUSHED STONE PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
TO A DEPTH OF 1/8 PIPE DIAMETER, 4" MINIMUM, GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
WITH BACKFILL COMPACTED TO TOP OF PIPE. COMPACTED GRANULAR OR SELECT MATERIAL TO
(APPROXIMATELY 80 PERCENT STANDARD PROCTOR, TG? OF PIPE, (APPROXIMATELY 90 PERCENT
AASHTO T -99) STANDARD PROCTOR, AASHTO T -99)
(SE! ECT MATERIAL IS DEFINED AS NATIVE SOIL
EXCAVATED FROM THE TRENCH, FREE OF ROCKS,
ORGANIC MATERIAL, FOREIGN MATERIALS AND
NOTES: FROZEN EARTH)
1. For normal water pipe sizes 14 inch and larger, consideration should be given to
the use of laying conditions other than Type 1.
2, Consideration of the pipe —zone embedment cy_nditions included in this figure may
be influenced by factors other than pipe strength. For additional information on
pipe bedding and bockfill, see ANSI /AWWA CE,00.
REHAB ROCKY MOUNT - WILSON REGIONAL AIRPORT
HANGAR ACCESS RD. AND WATERLINE EXT. PROJECT
,e • ' MAIN PIPE EMBEDMENT
DATE: SEPT. 2013
SCALE(HORZ):
1 50
PROJECT: 13 -037
CLIENT CODE: RN
CADFILE: 13037CP2
FIELD BOOK: 320
SCALE(VERT): DRAWN BY: RF
1 : 5 SURVEY BY: TB & DB
REVISIONS: L NCDENR COMMENTS 10 -7 -2013
BID DOCUMENTS
• •
CONSTRUCTION
ROCKY MOUNT OUTSIDE
NORTH CAROLINA
2mi
NASH COUNTY
ZONE: PI
SHEET DT2