SW7060805_APPROVED PLANS_20071203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW!J/%��%�
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

CRAVEN COUNTY REGIONAL AIRPORT AUTHORITY
CONSTRUCTION PLANS
TMHANGAR TAXILANE EXTENSION
NEW GENERAL AVIATION TERMINAL PARKING AND ACCESS ROAD
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PROJECT
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VICINITY MAP
CRAVEN COUNTY REGIONAL AIRPORT
NEW BERN, NORTH CAROLINA
AUGUST 2007
THE LPA GROUP of North Carolina, p.a.
TRANSPORTATION CONSULTANTS
5000 Falls of Neuse Road, Suite 304
Raleigh, North Carolina 27609
Member of THE LPA GROUP INCORPORATED
CHARLESTON, SC • COLUMBIA, SC • CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC
DAYTONA, FL • JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL • TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA • BATON ROUGE, LA • KNOXVILLE, TN
INDEX OF DRAWINGS
SHEET TITLE
SHEET No.
COVER SHEET
C-1
SUMMARY OF QUANTITIES
Q-1
PROJECT LAYOUT AND SAFETY PLAN
PL-1
TYPICAL SECTIONS
TS-1
PROFILES
P-1
DEMOLITION PLAN
DP-1
GEOMETRIC LAYOUT AND MARKING PLAN
GL-1
UTILITY LAYOUT PLAN
UL-1
GRADING, DRAINAGE AND EROSION CONTROL PLAN
z�, GD-1 to GD-2
DRAINAGE AND EROSION CONTROL DETAILS
EC-1 to EC-2
FENCING DETAILS
FD-1
MISCELLANEOUS DETAILS
MD-1
SET NO.
APPROVES `—'D
NORTI; CAROLINA ENVIRONMEN I
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Sto,mwakr Permit No. S '7 E C ;_. _ Hu l .
1

GENERAL NOTES
SAFETY AND SECURITY HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES EXIST. CONDITIONS/UNDERGROUND AND CONCEALED FACILITIES
1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 5. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN 8. ACTIVE APRONS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE CLEANED UP OF ALL EXISTING UTILITIES AND PIPELINES IN THE CONSTRUCTION AREA. ANY
• OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, BLOWERS OR OTHER APPROVED DAMAGE TO EXISTING UTILITIES OR PIPELINES (ON OR OFF AIRPORT PROPERTY)
AC 150/5370-2E.
ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE CONTRACTOR'S EQUIPMENT, BY THE CONTRACTOR AFTER PROMPT NOTIFICATION BY THE ENGINEER DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
• AIRPORT SAFETY SELF -INSPECTION - AC 150/5200-18B. RESPONSIBILITY TO INSURE COMPLIANCE WITH SAFETY REQUIREMENTS AND TO OR AIRPORT OWNER. DUST GENERATED DUE TO CONSTRUCTION ACTIVITIES SHALL BE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY THE
• PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT MINIMIZE INTERFERENCE TO OPERATIONS DURING CONSTRUCTION. ADEQUATELY CONTROLLED AT ALL TIMES. A PROGRAM OF REGULAR PAVEMENT AT NO ADDITIONAL COST TO OWNER.
INSPECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR AND COORDINATED WITH
AC , PART10-. 6. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE THE AIRPORT OWNER, AND THE ENGINEER. 15. CABLES WILL S LOCATED AND MARKED A CONTRACTOR PRIOR M CONSTRUCTION.
� FAR, PART 139. PLANS ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL CONTRACTOR SHALL PROTECT EXISTING CABLES THAT ARE TO REMAIN. ANY CABLES
EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF DAMAGED DURING CONSTRUCTION WILL BE REPAIRED BY
2. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED 9. ALL EQCONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE CONTRACTOR.
EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING THE REPAIR OF CABLES AT
USING THE HAUL ROUTE SHOWN ON THESE PLANS. CONTRACTOR WILL BE BY OWNER PRIOR TO CONSTRUCTION. NO ADDITIONAL COST TO OWNER.
NON -WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR
RESPONSIBLE FOR SECURITY OF STAGING AREA. 7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE CONTRACTOR'S CONTRACTOR'S EMPLOYEES AUTO PARKING. 16. ANY UNPLANNED, UNAPPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION
3. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. ACCESS ROAD, CONTRACTOR'S STAGING AREA, AND HAUL ROUTE SHALL BE RESTORED OF SERVICE TO ANY LIGHTING CIRCUIT REQUIRES IMMEDIATE NOTIFICATION OF THE
THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE PROJECT. IN ADDITION, 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. ALL NECESSARY REPAIRS
AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER ALL EXISTING ROADS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. WILL BE AT CONTRACTOR'S EXPENSE.
OR AIRPORT OWNER. SHALL BE MAINTAINED DURING CONSTRUCTION AND RESTORED TO THEIR 11. CONTRACTOR SHALL MAINTAIN ALL SAFETY DEVICES SUCH AS STAKED LIMIT LINES, 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF
4. FOR ADDITIONAL SAFETY AND SECURITY REQUIREMENTS, SEE SPECIFICATIONS PRE -CONSTRUCTION CONDITION. FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING ALL ELEMENTS OF THE CONSTRUCTION.
(SECTION 01030). NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. SHALL BE REPLACED IMMEDIATELY.
TEMPORARY MARKINGS, BARRICADES, TRAFFIC CONTROL
12. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. 18. SEE SPECIFICATION SECTION 01030 AND 01530.
PHASING SCHEDULE LEGEND �' 13. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE
PHASE DESCRIPTION OF WORK PROJECT LIMITS INFORMATION SHOWN ON CONSTRUCTION PLANS.
INSTALL SILT FENCE ALONG PROPOSED PERMANENT FENCE LINE. - - AIRPORT PROPERTY LINE
ACCESS / HAUL ROUTES
PHASE 1 WORK SHALL INCLUDE THE INSTALLATION OF THE NEW PERMANENT l \ \
FENCE FROM AVIATION DRIVE TO THE START OF THE TEMPORARY FENCE. X EXISTING FENCE
1 ALL TERMPOARY FENCE SHOWN SHALL BE INSTALLED DURING PHASE 1. XX PROPOSED FENCE \SRC
\ \k
TYPE 1 BARRICADES SHALL BE PUT IN PLACE AS SHOWN. v TEMPORARY FENCE
TYPE 1 BARRICADES \
INSTALL REMAINING SILT FENCE AS SHOWN ON THE GRADING PLAN. \ ` .
• • • • DRUM BARRICADE
PHASE 2 SHALL INCLUDE ALL EARTHWORK, EXCLUDING THE DEMOLITION OF THE
EXISTING ACCESS ROAD AND REGRADING OF THIS AREA. PAVED ROAD
2X
- -
- - INSTALL PIPE P-1 WITH ASSOCIATED EROSION CONTROL FEATURES. � GRAVEL ROAD RESTRICTED AREA---
EXISTING TREELINE
INSTALL EROSION CONTROL MATTING AND CHECK DAMS AS GRADING EXISTING DITCHES/STREAMS
OPERATIONS ALLOW.
INSTALL SANITARY SEWER SYSTEM, INCLUDING SEPTIC TANK AND DRAIN FIELD. /
CONSTRUCT TEMPORARY ACCESS ROAD AND INSTALL DRUM BARRICADES, AS -� \
3 SHOWN. DRAINAGE PIPE SHALL BE INSTALLED UNDER TEMPORARY ROAD TO \ /
PREVENT PONDING OF WATER OR FLOODING OF THE ROAD.
PHASE 3 SHALL INCLUDE DEMOLITION OF EXISTING ACCESS ROAD AND GRADING 11 ���� \ ' \ • //
OF NEW ROAD. CARE SHALL BE TAKEN TO PROTECT PIPE P-1 DURING THIS PHASE. CONTRA TC3R'S \
INSTALL PIPE P-2 AND ASSOCIATED EROSION CONTROL FEATURES.
I STAGING REA INSTALL REMAINING PERMANENT FENCE. \ \ �'\. / �V /
COMPLETE FINE GRADING OF ALL AREAS TO BE PAVED. \ / / O
4 INSTALL WATERLINE AND DUCTS AS SHOWN. Q
_ XX
ALL PAVING OPERATIONS - INCLUDING MILLING, BASE COURSE CONSTRUCTION, / /+
AND PAVING - SHALL TAKE PLACE DURING PHASE 4. x xX + / /
X
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NEW
GA
�
If TERMINAL
By OTHERS
CRAVEN COUNTY
REGIONAL AIRPORT
(I amen emmtq
NEW BERN, NORTH CAROLINA
THEM.
GROUP
TRANSPORTATION CONSULTANTS
THE LPA GROUP of North Carolina, p.a.
5000 Falls of Neuse Road, Suite 304
Raleigh, North Carolina 27609
Member of THE LPA GROUP INCORPORATED
CHARLESTON, SC • COLUMBIA, SC
CHARLOTTE, NC • GREENSBORO. NC • RALEIGH, NC
DAYTONA, FL • JACKSONVILLE. FL • ORLANDO, FL
SARASOTA, FL • TALLAHASSEE, FL • TAMPA, FL
WEST PALM BEACH, FL • MOBILE, AL • UTTLE ROCK, AR
ATLANTA, GA • BATON ROUGE, LA • KNOXVILLE, TN
Designer:
BZW UUq"
�N CAR
...........
Technician:
RJT/CDH ,
Checked by.{�` _
03
BZW ���iC•..frygNEEf�.= �Q=�:
Project Number:
RA081095
60' 30' 0 60' 120'
NEEL
GRAPHIC SCALE BAR
REVISIONS
No. Description
Date By I
UI CRAVEN CO. PLANNING REV. 1 9/17/07 1 BZW I
FAA A.I.P. Project Number:
Project Name: NEW
TOP DIAMETER GENERAL AVIATION
, MIN. to 20"MAx.
NOT TO EXCEED TERMINAL PARKING
/ N
/ / x 6" to 8" BASE DIAMETER & ACCESS ROAD
STRIPES (TYP ORANGE OR FLUORESCENT
RED -ORANGE ULTRA VIOLET Drawing Name:
CONTROL POINT STABALIZED IMPACT
N=488,969. 1193 _ RESISTANT PLASTIC
/ E=2,585,200.1060 to 2" MAX.
ELEV. 12.38' BETWEEN CIRCUMFERENTIAL
WHITE ORANGE &RETROREFLECTIVE PROJECT LAYOUT
\ STRIPES (TYP.) STRIPES, 2 ORANGE & 2 WHITE MIN. AND
X
,/1 ,♦ I I_ _I 21"MIN. to 24"MAX. SAFETY PLAN
X - X GENERAL NOTES: DIAMETER
X 1. BALLASTING SHALL BE ACHIEVED BY THE SAND BAG OR TIRE-SIDEWALL BALLASTING METHODS. CRAVEN COUNTY
/ DO NOT PLACE BALLAST ON TOP OF THE DRUM, NOR AS TO PRESENT A HAZARD WHEN STRUCK.
Autocad Drawing Reference:
2. IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON CRV095 PL1
NON-RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING -
+ A NON-RETROREFLECTIVE COLOR AND NOT OVER 2" (INCHES) IN HEIGHT. Date: Drawing Number:
AUGUST 2007
15' TEMPORARY ACCESS ROAD; DRUM BARRICADE DETAIL PLA
I Business Unit:
N.T.S. (N.C.D.O.T. STD. DTL No. 1130.01) RALEIGH

1
LEGEND N=489105.54
NOTE: E=2584860.39
GRASS/PROJECT LIMITS
EXISTING CONTOUR Q1 }
1_'.ALL AREAS WITHIN TH� E PROJECT LIMITS SHALL BE `� � � � - � � - � � -
SEEDED AND MULCHED ACC RDING TO ITEMS T-901 AND \ �P
Leo
o
T-§05 OF THE SPECIFICATIONS AND SHEET EC-1.
10
,
130FINISHED CONTOUR 2. THE AREA OF THE PRO ECT DOES NOTCONTAI,N AND IS
�.
tc
� 70 � GG
NOTDJAOENT TO ANY W�TLAND AREA.
N=489105.54 +
COORDINATE LOCATION I /T • ARE
/�
E=2584860.39 ,RESTRICTED f 1 R�1 / / . ' FFj► / HH'+'
e 2 MIN \ A- /
k 10.50 SPOT ELEVATION / S .. _
�4Q _ o�
SEE COORDINATE LOCATION 10' - 7S
/EE i
CRAVEN COUNTY
REGIONAL AIRPORT
graven (Ro n tV
kA SPOT ELEVATION TABLE I I DITCH THIS SHEET I� /. } NEW BERN, NORTH CAROLINA
0.4% FINISHED GRADE SLOPE w
XX XX XX Xx XX XX XX XX XX XX XX ` . /' S\ / TH E
IL
NEW STORM PIPE LPA
`°
10 GROUP FA&
P-1 I �- I o.5°r \ � �� '/ TRANSPORTATION CONSULTANTS
0 y
PIPE NUMBER H + }
J �"/�Y j / f' ° ADD THE LPA GROUP of North Carolina, p.a.
TEMPORARY SILT FENCE x I °�° 10 11 B \ /
6 �° � � `� \ 5000 Falls of Neuse Road, Suite 304
SHEET EC-1, DETAIL 2 / I �J 12 A °�/ 'o� Raleigh, North Carolina 27609
I K� ,}� '� \ �� C Member of THE LPA GROUP INCORPORATED
+. f fi �� CHARLESTON. SC • COLUMBIA. SC
C
PIPE OUTLET PROTECTION � I ��K '� � �"�"`' � �7��a� ` / ./� r 'F'
SHEET EC-1, DETAIL 3 N M x 3.aF's'x k': rr' // ` t� \ CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC
r DAYTONA, FL • JACKSONMLLE, FL • ORLANDO, FL
RIP RAP CHECK DAM k BB } \\ WEST PALM BEACH, FL LLAHASSMOBILEE AL • UTTLEP
EXROCK, AR
SHEET EC-1, DETAIL 5
I STING LA APING TO
,� / ! �' BEIRELOCATS ATLANTA, GA • • BATON ROUGE, LA • KNOXVILLE, TN
I I � �$ / \ C
IWET Designer:
DETENTION DH/62W
CULVERT -INLET PROTECTION fi ,kr��_
SHEET EC-2, DETAIL 1 I % p. ¢�_ -25 194. / C N CAR
�~ �� BASIN , ' � ,, " ,���• ..•���.,,
BOTTOM ! j` v 1' MIN Technician:
MATTING FOR EROSION CONTROL RJT
SHEET EC-2, DETAIL 1 m I N . , ;� ELEV.= 5.00 =409 3 .16 F ` �-
I E= 5 2.1 PAVEMENT CUT AND PATCH - 0
6' Checked by
EXIST. PAVEMENT MILLING ° 4a NEW3:1 SEE DETAIL
Z GENERAL AVIATIONh s TGB ?�iC R.•
� x' � �a - -� �.�- � � � AVIATION DR. DITCH - •'•�c�NEE, �:
I o� _ _
ti O •. .� 4 .., a, �.�„ ,s>�rtz:xb ��`": C.�. / 0 TS 1 �i, •. ...
�y4xh' � %
u•=
I A TERMINAL 5s.+:� ��< '` tt� .� a ,�'. ��. '.., � � Pro ect Number: �. /Q .�
+�' ems'+` xx^.' xn �*� a; 4n � '' 1 i
F NEW PAVEMENT I F.F.E. 15'45' Ps
k +saM x., 2' : x w'3: _ -. _- 3. i�
2 BY OTHERS � , ,� '.' co � �� ,>,,�"�` ���: ,�z� � x �� x
RA081095
N=488801.50�.' �`: N=489042.46 IF
E=2�84988.87 � � �� ; �' � �� x -.-� E -,2585170.83
5' MIN. 01.0% SHOU DER
12 ° _ / � / r �
a , /� N=489154.30
FROM BUILDING TYPI AL cO % E=25 233.77
J
\ - -
10+00.00 q, ' h /;
,
N_ a
m
-488750. ,777
E 2584988 97 = »..
g' S Y '+i. � +s '. 60
30 15 0 30
M1
ri i M3
V N wi. Y 1
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f
y
3 Y
E`-2585232.44 G-O GRAPHIC SCALE BAR
4 06.00
a z ii Mq z
- 1
X
\ 41
y 12 9.61 � 4 907 � : F REVISIONS
-- �� N=488872.47 N=488955.53 10 �( =2 32. 5 2 :
,
C L POIM - 11 +� // ' / No. Description Date By
N�a2 �525' q E=2585080.64' E=2585183.02 Gt \
COORDINATE LOCATION
SPOT ELEVATION TABLE
I.D.
COORDINATES
SPOT
ELEVATION
WET DETENSION POND
A
N=489114.70
/ E=2585062.19
B
N=489129.89
/ E=2585059.25
C
N=489153.66
/ E=2585146.03
D
N=489137.64
/ E=2585157.22
E
N=489084.87
/ E=2585172.02
F
N=489062.84
/ E=2585172.99
G
N=489047.69
/ E=2585154.79
DITCH
H
N=489112.58
/ E=2585036.64
7.98
1
N=488961.32
/ E=2584917.37
8.93
J
N=488935A 9
/ E=2584906.17
9.07
K
N=488895.14
/ E=2584911.35
9.26
L
N=488848.42
/ E=2584930.72
15.40
M
N=488833.08
/ E=2585051.14
13.51
N
N=488862.14
/ E=2585072.91
13.26
P
N=488852.38
/ E=2584980.34
15.03
Q
N=488873.99
/ E=2584996.53
14.76
R
N=488891.60
/ E=2585009.72
14.54
S
N=488926.01
/ E=2585035.50
14.11
T
N=488961.23
/ E=2585061.88
13.67
O0 E ,565,034.2000' X L 0�� O ' O 10, O .`� i - Q�i ;OO
�- --rT-
N ONMOL POINT C`7
488883.81 -- £=2565:200. ro6o / O /
CP m=2585160.2
N= 8988 1
E- 585 57
�forV
D �
/ Q TIEGRADING
-J�v��� / _.._�� X X
10MIN. Q PARKING LAYOUT REVISIONS ��V �' 'o \ © DWQ PERMIT REVISIONS 11/15/07 BZW
FROMEP (TYP.) �(� � \ � �`� © 9121/07 BZW
15
CRAVEN CO. PLANNING REV. 9/17/07 BZW
X FAA A.I.P. Project Number:
TIE GRADING 8' MIN. Q
FROM EP TYPICAL
e�
oM X X Project Name: NEW
LO3 0.3% S� X �( X
/ IV
GENERAL AVIATION
TERMINAL PARKING
& ACCESS ROAD
Drawing Name:
GRADING, DRAINAGE
AND
r
EROSION CONTROL
1 64
LF OF
2-15" RCP,
_
P-1 cLAss Iv,
®0.3%
PLAN
INV
IN =
9.00 W/ ENDWALL
INV
OUT
= 8.82
65 LF OF 2-12 RCP,
CRAVEN COUNTY
CLASS IV, 0 0.3%
Autocad Drawing Reference:
P-2 INV IN = 10.00
INV OUT = 9.78
CRV095 GDI.DWG
1 50 LF OF 12" RCP,
Date:
Drawing Number:
CLASS IV, 0 0.5%
AUGUST 2007
✓
P-3
INV IN = 5.41 W/ENDWALL
GD-1
X -�
INV OUT = 5.16
Business Unit:
RALEIGH

60 LF OF 2-15" RCP, \\ COORDINATE LOCATION SPOT ELEVATION TABLE //� , �� ,� x----------------- ------ _-'---� � _,� �( _ CRAVEN COUNTY
P-1 CLASS IV, 0 0.3% _
INV IN = 9.00 W/ ENDWALL \ SPOT SPOT / / / / I / / - - - - - - - - - REGIONAL AIRPORT
INV OUT = 8.82 \ I.D. COORDINATES ELEVATION I.D. COORDINATES ELEVATION / / / / - - - - - - - - _ 1 I �F I I� % �`
65 LF OF 2-12" RCP, \ \ \ \ T-HANGAR AREA DITCH T-HANGAR AREA DITCH (CONT.) J / / x / / - \I i i I I I I I I X �1'Mt1Rli �ltlttt
P-2 CLASS IV, 0 0.3%
INV IN = 10.00 \ AA N=489167.61 / E=2585229.68 9.68 MM N=489482.28 / E=2585353.58 8.09
INV OUT = 9.78 \ \ � � I I I I I +
\\ BB N=489245.85 / E=2585196.77 10.65 NN N=489515.07 / E=2585336.46 7.45
0 50 O OF 12" RCP, \ Cc N=489277.95 / E=2585195.29 8.66 00 N=489527.95 / E=2585250.89 7.74 CLASS S IV, 0 0.5%
P-3 INV IN = 5.41 W/ENDWALL \ \ \ \ DD N=489317.87 / E=2585190.92 9.89 PP N=489524.35 / E=2585154.43 7.74/
INV OUT = 5.16
\\ EE N=489360.71 / E=2585169.50 7.90 QQ N=489561.78 / E=2585328.91 5.83 x 1 1 \ _ / 1712
FF N=489398.05 ! E=2585167.62 7.57 RR N=489617.52 / E=2585344.11 8.73 `-� I' NEW BERN, NORTH CAROLINA
A \
GG N=489400.69 / E=2585147.97 8.90 SS N=489623.69 / E=2585373.76 5.60 \ _ - - - - - -_ - - \ '
HH N=489431.65 / E=2585183.99 7.24 TT N=489667.63 / E=2585421.65 6.50 \ 1 II THEIL
._LPA
II N=489456.12 / E=2585214.62 6.90 UU N=489675.28 / E=2585411.14 5.41 GROUP -
JJ N=489503.18 / E=2585281.45 6.20 W N=489684.86 / E=2585397.91 5.41 / \\ \\ TRANSPORTATION CONSULTANTS
/ . KK N=489514.10 / E=2585293.80 6.05 WW N=489692.03 / E=2585403.41 7.42 i \ I THE LPA GROUP of North Carolina, p.a.
" \ \�L�-/L N= 4"/"/ 8. 9/'\ \4/. 5\1..° ,15 / ,\E."/\.= 2�" \5�8"" ,.5./n2"�\�6�/. 7/�o/ .. ' 5\7 7.88
.88/XXG/ N/\/ =/ 4,8/971( ,` 3�r.6/// /-1 / // E// /= / / 2/'58/53_51/- 8I/\I1/.2�
\ /3 5.16 ---
v�II I IIIII\I IIIi IIIIIII IIIIII II II I II I II III\I � III II IIIIIIIiIIIIII /\II IIIIIIIIIIII /rIIIIIII(IIIIIII
/IIIIIIII /\lIIIIIIiIIII1II
IIIIII
5000 Falls of Neuse =R'oa%'
,•'d
, .�.N�SuuaitNeEWq
304
0
4
Raleigh, North Carolina 27609
SC
_ E A eMember oTHLPGROP�`,`�
INCORPORATED9
`=•
;
;
- - - - CHAR
LOTTE, NC • GREENSBORO, NC • RALEIGH.NC
DAYTONA FL • JACKSON%ALLE FL • ORLANDOFL� \ SARASOTA FL • TALLAHASSEE. FL • TAMPA. FL//A // WEST PALM BEACH, FL • MOBILE, AL • LITTLE ROCK, A
_
R
ATLANTA, GA BATON ROUGE, LA • KNOXVLLE, TN
PDP
\ Designer:} CDH/BZW �CAA?q� ....
EXISTING PIPE TO Technician:
BE R MOVED RATA i�ofi
JChecked by
TGB
Project Number:
1, MIN RA081095 9/i`7/a
7
HH00 0-
FF DITCH
\RESTRICTED ARE > WW-RR
7
xx } TT 30 15 0 30 60
INN GRAPHIC SCALE BAR o. DD REVISIONS
No. Description Date By
/ LEGEND
MML I 03
BB EXISTING L\\ANDSCAPING TO \ \ ) GRASS/PROJECT LIMITS 1Q I
�' - - � N I
BE RELOCATED-
. A 1 /
Aso � � EXISTING CONTOUR I
WET
DETENTION c N 489. 7.0 \ I I \ \
- BASIN / -25 1CIA ` I \ 11 ( \ // \ II 130 FINISHED CONTOUR I
RO TTO M �, i/� G �• , I I V�-- Z1' MIN I I \ I Av I I N=489105.54i---------- ---.----

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NOTES:
01. AREA BY COORDINATES.
02. SURVEY PRECISION = 1: 111000.
03. FLOOD REPORT.,
THIS PROPERTY SCALED IN ZONE SHADED X & AE PER FLOOD INSURANCE RATE
MAP NUMBER 3720548800J EFFECTIVE DATE JULY 04, 2004.
PORTIONS OF THIS PROPERTY DID SCALE IN A SPECIAL FLOOD HAZARD AREA WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
04. PUBLIC WATER SERVICE
05. THIS SURVEY IS FOR THE PURPOSE OF CREATING LEASE BOUNDARY LINES AND IS NOT FOR CREATING A
SUBDIVISION OF LAND IN CRAVEN COUNTY WHICH HAS AN ORDINANCE REGULATING PARCELS OF LAND,
06. DUE TO SOIL CHARACTERISTICS, SPECLALLY ENGINEERED FOUNDATIONS MAY BE REQUIRED.
07. PROPOSED UNDERGROUND ELECTRIC.
08. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH
FOR EASEMENTS OF RECORD, ENCUMBRANCE$ RESTRICTIVE COVENANT.S
OWNERSHIP TITLE EVIDENCE~ OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT
TITLE SEARCH MAY DISCLOSE
Erasion Control Provisions
NO LAND DISTURBING AC7714TY BEYOND 774AT REQUIRED TO
INSTALL APPROPRIATE EROSION CONTROL MAY NOT PROCEED
UN77L EROSION CONTROL MEASURES ARE INSPECTED AND
APPROVED BY THE PLANNER.
SCHEDULING OF A PRE-CONSTRUCRON CONFERENCE MITH THE
(,LVERAL CONTRACTOR IS REQUIRED PRIOR TO
INITIATION LAND DISNRBING ACTIVITIES
INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH
BASINS WHEN APPLICABLE.
PROVIDE WASH POINT FOR DIRT TO BE CLEANED OFF VEHICLES
THAT MAY OCCUR OFF OF EVSRNG ASPHAT AREAS
SEED OR OTHERHISE PROVIDE GROUND COVER DEVICES OR
STRUCTURES SUFRCIENT TO RESTRAIN EROSION FOR
ALL EXPOSED SLOPES NITHIN 15 SHOWING DAYS OF
COMPLE77ON OF ANY PHASE OF GRADING.
CONTRACTOR SHAD. INSPECT AND MAINTAIN AS NEEDED ALL
EROSION CONTROL DEVICES ON A IEEKLY BASIS AND
AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL
EROSION CONTROL DEVICES IN PROPER WORKING ORDER
MAY RESULT IN A STOP WORK ORDER.
THE GENERAL CONTRACTOR RESERVES THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD
THE PLAN OR 175 IMPLEMENTATION PROW 70 BE
INADEQUATE
2----------------------
6
9 X-6.8'
OO
u
Z
O
LL
J
O
W
� �
N
N
a
LEGEND
01.0= EXISTING IRON PIPE
02.0= NEW IRON PIPE
03. R/W = RIGHT OF WAY
04. EIP = EXISTING IRON PIPE
05. SQ.FT. = SQUARE FEET
06.M= CONTROL CONCRETE MONUMENT
07,= P.K NAIL
UTILITY POLE
09. a = CENTERLINE OF EXISTING PAVEMENT
10. P/L = PROPERTY LINE
11. ohe = OVERHEAD ELECTRIC
12.Q= NON MONUMENTED POINT
13. C-1 = CURVE TABLE
LINE WEIGHT LEGEND
®� = PROPERTY LINE
-•-••-••-=EASEMENTUNE
- - = DASHED LINE
NOT SURVEYED
PLOTTED BY DEED
OR COMPUTATION
------------ = PROPERTY TIE
NOW OR FORMERLY
CRAVEN COUNTY REGIONAL AIRPORT
DEED BOOK 1129, PAGE 6
PLAT CABINET C SLIDE 17
\\EXISTING HANGER
BUILI'lDING\
FINISH FLOOR ELEVATION=8.08'
in
GE 6
A:1
i
i
i
/ AL BU1DLM6 A96A� /
1 5,760 +/- sq.ft
J ,
/ 0.13 +/- acres
}� 1 METAL
SS
gow
�/ ✓ / /
�-CENTERLINE SWALE DITCH - 7 --- -
55
P-- b5
� TOP SLOE SWALE DITCH -
RE(GRADE-LOCATE) EXISTING SWALE
NOW OR FORMERLY DITCH TO ACCOM/ATE LOCATION i
CRAVEN COUNTY REGIONALPORT SAME SIZE SWBUILDINLE AND MAINTAIN ,( _/ ; � &/ /
DEED BOOK 1129, PA
PLAT CABINET C SLIDE 17
J- 3000 PSI CONCRETE @ 28 DAYS
95%COMPACTEDSUBGRADE-I-i
GRAPHIC SCALE
( IN FM )
1 inch = 20 fL
EXISTING ASPHALT TAXI WAY
-------------
LM
W ♦'
e • ° -
r
PROPOSED a `
' CONCRETE '
e •t �
- - - - - - - - - -
nc Q�v
CDC
ieh / / �A, /
/ tip P / NOW OR FORMERLY
/ CRAVEN COUNTY REGIONAL AIRPORT
DEED BOOK 1129, PAGE 6
e/ PLAT CABINET C, SLIDE 17
Sri
-Nb
1 1� * SF
C3 0 11
PK NAIL CENTERLINE - CENTERUNE
INTERSEC17N WILLIAMS ROAD, NCSR 1167 &
�i AVIATION DRIVE` NCSR 1175, EXISTING PAVEMENT
VICINR Y SKETCH
t
/ x
I
D
C3
KNAIL
i
ELEVATION=11.50' /
i
Ng /
/
Seeding Specifications
NOW OR FORMERLY
CRAVEN COUNTY REGIONAL AIRPORT
DEED BOOK 1129, PAGE 6
PLAT CABINET C, SLIDE 17
Ftl PernletMFd 8eed11g
- - - - - - - - - -
nc Q�v
CDC
ieh / / �A, /
/ tip P / NOW OR FORMERLY
/ CRAVEN COUNTY REGIONAL AIRPORT
DEED BOOK 1129, PAGE 6
e/ PLAT CABINET C, SLIDE 17
Sri
-Nb
1 1� * SF
C3 0 11
PK NAIL CENTERLINE - CENTERUNE
INTERSEC17N WILLIAMS ROAD, NCSR 1167 &
�i AVIATION DRIVE` NCSR 1175, EXISTING PAVEMENT
VICINR Y SKETCH
t
/ x
I
D
C3
KNAIL
i
ELEVATION=11.50' /
i
Ng /
/
Seeding Specifications
NOW OR FORMERLY
CRAVEN COUNTY REGIONAL AIRPORT
DEED BOOK 1129, PAGE 6
PLAT CABINET C, SLIDE 17
Ftl PernletMFd 8eed11g
kWant 15 - No anbw
b/«
5-10--to rKININK -----
how
o- '----
b
3wvfo, LnV.dtaP
Ibba/w
Fell FRI11et1er4Seeding - OMilliledi-
saplaro- 1 - F-Wr y 2e
r.�rlWn. (N. nRn.OM wpPM 1« r. .M)--
(AFpopthIF
er♦ Grow._-
..� ___ _.1S
W/ae (ewwFFtlF02
tWraw WANSMd
V*dm Te1g10FVy0awr_---.__.Naa.m,r
, - rMrwr 2s
IS" .-----'---
z taee/aa
to-10-10 Far14w._-------
_.7W 1W/M
Soft PerlMW t)eedY,p.-._--
-. Mad i - April M
5-to-10
-==.i000 Pori/«
saamNO s.troa Laep♦de>b ----------M
In/=
��..m.
Spare Iennenis BeeIIII - adlpedP..___-__.-_Ape
I - Ab is
Fw#M. (lei Nhao.n aVadnd m. Cad"Y-0poroopl•1a«
avFG
*she. Thdeh.----�
---.2 hxw/ee
lals iTpring iSla --nes 8Ge3e.-_
-_ Ift. 15 - rune M
U.
-- 2 bro/x
--------.1000
Nr/M
so-osN� salved-4
caamaa bmado G,aa (hwiod)
0 IM/aa
ew/x
*show Maeh.-.-_.----
-_-_..2 Saw/.
H1eletter TeWpar" Cover.--.ra,»
M - Amps
IA,a.-------'----_-.2
lmw/=
10-lo-to.0G
IM/ae
*shoo RAM-----------'-------.z
1ma/«
T. ulah will be doubled N arlmpi g Is the mMMd used
4
1
VOTE 2
NOW
_6fEgv_mTL'
WER FABRIC
MRTAR 100X OR EQUAL FILTER CLOTH IN 3'-0" WIDTH
SECURE TO FENCING. EXTEND FABRIC 1Y INTO
EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED.
VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR
NORMAL SPACING 8'-0' MAX,
REDUCE TO 4'-0' NEAR LOW AREAS
fOY emtl1\�'�
WELDED WIRE FENCE 4' SPACE
TOP & BOTTOM WIRES ARE 10
GUAGE MIN., INTERMEDIATE
WIRES ARE 12 1/2 GUAGE MIN.
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
SELF -FASTENING STEEL POSTS,
DRIVE POSTS 24' INTO GROUND
MACE POSTS AT
LOW POINT
110' MAX
Eq
`,i' S7EELL DRIVE PO515
NOTED uM. 24' (EXTRA DEPTH
i REQUIRED FOR UNSTABLE SOILS)
Toe in backflll into trench and compact the
soil firmly to anchor the bottom of the silt fence so that the runoff Is forced
to o through the fence. No runoff is to flow under the fence.
2. To increase storage capacity and prolong the life of the silt fence, excavate a
6"x6" sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
sift fence.
5. Silt fences shall not be used at pipe outlets or In areas of concentrated flow
(creeks, ditchlines, swales etc.)
APPROVED
TYPICAL SILT FENCE NORTH CAROLINA ENVIRONMENTAL
MN
Not to scale D�IViEION OF WATER QUALITY
Date G- -NC" 20 6
-t.
G'
F"MOP05ED HAN&M LOCATION o
CiRAVF_N COUNTY RE 5HONAL AiRPORT
For
.�`1ticat`rr'. Tarheel Building %5tem5
�.o4C� ,SS,ROZ f�.
No. 7 TOWNSHIP CRAVEN COUNTY NORTH CAROLINA
'�� 'Y DATE: 0710212018
i9 L-3767, ya
Q`t`'•`�C REFERENCE: DEED BOOK 1129, PAGE 6, PLAT CABINET C. SLIDE 17
�r n„ BUR„o ti'C:. CRAVEN COUNTY REGISTRY.
,r��rrl+DrltL to `'t�
0710212018 BRAG L. 5WITT, PL5 #3767
LAND "VEYIN6 - 5RE PLAN DE516N
001KOWWAL PLA►rlNll+w9 - C.OMM6aG6V. - RMV001A"
NHN BERN, NC. 26561
207 TIGINO COURT
CRAVEN COUNTY REGIONAL AIRPORT PO BOX 12142
200 TERMINAL DRIVE [phone]
NEW BERN, NORTH CAROLINA 28562 b1sultt 1 ogmall.com