SW7110105_APPLICATION_20110221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEQ
CIO I
YYYYMMDD

SCHEDULE OF DRAWINGS
SHEET NAME
for
CLI915 T
TOWN5HIF # 7 —CRAVEN COUNTY
NORTH CAROLINA
IVLIJ.JL I�\JntJ VICINITY MAP
l '.-500'
croaten I,:" Cf:
Timm,
CMM
co r spefa `
c.A «ram . f
coA r..S7**-
c r„ 0001vt. ocos
ITE
1 15 OLD Ch ERRY PT RD
I
COVER
2
EXISTING SITE
3
PROPOSED SITE
4
GRADING, DRAINAGE, # EC
5
PARKING * DRAINAGE DETAILS
G
EC * UTILITY DETAILS
7
STORMWATER DETAILS
x
�
M
�
r
V
zzV'
PROJECT REVISIONS
O
N
NO.
DESCRIPTION
BY
DATE
~5�
OWNEWDEVELOPER
CROATAN CHURCH OF CHRIST
3445 OLD AIRPORT ROAD
NEW BERN, NC 265G2
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 2e5G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2446
LAND SURVEYOR
ROBERT H. DAVI5, PLS# L-2432
7175 HIGHWAY 70 EA5T
NEW BERN, NORTH CAROLINA 255G2
COPYRIGHT © 201 1 BY THOMAS ENGINEERING P.A
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
FINAL DRAWINGS
Released for permits only,
not released for construction.
�l�unllllrap A �`'I IIIIi
GL
I
5,o¢p`pRA�G �o4oESS�9%
_
SEAL - - E L
- _
C-438 9
lot
*1953.`.
I,IIIl IIIII
1
II IIlltlil��` Itll��
G I BBS FARM RD
' z
covE
o W 9Q
.
C�
SITE IMPROVE%Of'
azz�
z
for
CROATAN CHURCHRIST
U
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":500'
DATE: 1 .5. I I
1
PROJECT #: 201 0-02G I SHEET: 01 of 07

41 17 OLD CHERRY POINT ROAD
IDS 2702 PG 402
DB 2149, PG 47G
PLAT CAB. G. SLIDE 1 21-H
`
LEGEND
a
5YM130L
DESCRIPTION
PG.
DET.
x
�x
Property Lines/Rrght of Way I-nes
-
Property Minimum Buildmg Lmes
-
-
GRID NAD 83 Coordinates
«.
per PC: G, 5: 1 2 1 H
�
-•'••-
Existin 8" Water Line
9
N = 473.958.22
-
<.<,
E = 2,598.792.03`
a
.
J•'.
k
It
Z
;vy r
NEW BEP.N' NC 285G2
75,32G +/- SF
1 .7� AC
nn ^,or•+r n� I n-
�Y Existing Sewer Lines
x O Fxistin Utilities _
a- Proposed Water Service G W
Proposed Sewer Service
Drainage Arrows G r^
` "' `�v : '•,i' :, E ., .,'�' sYc'�' „ ECG W
P-# Pipe Call Out V
C-# Channel Call Out H
Proposed Stormwater Pipe 5 KG Z
Asphalt 5 P, I
Traffic Dimension Arrow 5 PI I
Handicapped Parkmg Symbol 5 R9 I, H
N
- Silt Fence G EC2 W
- - Limits of D15turbance
W f
® Temporary Check Dam G EC3 '
IN
Pipe Outlet Protection G EC4
5RICE5 CREEK BIBLE CHURCH soh
DB 2 149; F> 47G Temporary Construction Entrance G EC I
PLAT GAB. G, SLIDE 12 H
i Block # Gravel Inlet Protection G EC5 MW
Proposed Trees 0 i
S� yip
, ;a .. ,.. .,.< n•.< .,--, n' «_ ,.. >. a ,.,_. ..-_ _ ,r ..<.e,. '._ x. .+.L- ,.. ,? <. -. n .. ., ,,
... >,3 a _, ,,_ .,, ✓� s.,, r. .}.. x. -n. - x.
.. a >. n.
�.'^_. s R n. ...Y.Y , c..t > ,..._ .._. ,...... ..n ..c.- .. a ...... .._, d ,..
r _., .. , r,. e i .. , ♦. v a, _a 9. .. .,.. ✓ .. a ... a..,-.=r 'e.- , _,__ t _ u .-,.. _'r .>< _ ..,,_.. ,:...>+.. .<... .%__ .-.. .._ 'e
,«- (
... 4 r -.: %. .._..
._. -.. ,..-_ v
1 + �4^ $ -s � #>s., as - ,h{ n.� - -} ,,, i x .ec s-:.. ks; �s }s: - '� a "� s �> :*�". "a- •'..,. ~a �� ,. F
T f g i
i r :- :. ,, �r x. <-. ,. ' z':.' ,. •`,z- , .i-? 'v eL: ^YcF > I i
GRAPHIC 111
SCALE
<
,
n
t <
_, ,
20 20
,, e #...R�, ,n .<_ i x .<o-, , :.. �^x v.- _, _. .. ?ice ro.• .. w ., ., -Ta _ R x -_.
.,r. Al
. rv.:. , ,,., i- : `¢!..- n a _. N', si =i : r x 'z '' y ♦ 4-�i[:, Ta, " ( 3 z e- a' 'u a i f ,fir 3 - >i x'£ '�k' Ys. a 'L^ 2 �€ ;?`+� a "t `i'< ` 's r
s
a c' "� d•.. -,< 4 3 r= rr _ i� 3� "
-
_ „
Al
���
TN
,
E
x t � t
t r w x. f
y S Y 4 v"
k
5 vg�
a em05
£
: ^� 'IX >°i•-,�.:'l , ,r�v.v�'. .+ y x. ..._ ,r<_. v=s , "E.« .,. ., .. `.: ?kr yp& ��K� �, §a��4 i,H'+"' K y�' '4 .'.a,
t myt�r. r S
nv
i^
_
i
_ � a
- - Es 8 Wr!r PL a n -, Ex. 52wer Lore, ifla',r--
-
- iS tide kif r �( C)4 EP
- - _ OLD CHERRY POINT ROAD (SR 1 1 1 3)
Es. 81' Water
(31 Off EP +i.)
GENERAL NOTES EROSION CONTROL NOTES SEEDING APPLICATION
BOUNDARY INFORMATION 15 AS PROVIDED ON THE "FINAL MAP OF THE 19. TH15 PLAN DOES NOT INCLUDE LIGHTING UTILITY LOCATIONS OR I . REFER TO SECTION 02270 FOR EROSION CONTROL - -
DAVID T. CRAWFORD RECOMBINATION DIVISION", DATED DECEMBER DETAILS. SPECIFICATIONS. TEMPORARY PERMANENT
13, 2010, PREPARED BY ROBEKT H. DAVIS AND WHICH REFERENCES 20. THI5 PLAN DOES NOT INCLUDE ON91TE IRRIGATION LINES. IF ANY. 2. REFER TO SECTION 02930 FOR SEEDING AND MULCHING P_A r V ,-A
PLAT CABINET G, SLIDE 1 21 -H OF THE CRAVEN COUNTY RfG15TER OF 2 1. LANDSCAPING PLANS 5,ND TREE LOCATIONS AS SHOWN HEREIN ARE SPECIFICATIONS.
DEEDS. FOR CONCEPTUAL PURPOSES AND SUBJECT TO CHANGE. 3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
2. TOPOGRAPHIC INFORMATION IS AS PROVIDED ON THE "SURVEY FOR
22. CONTRACTOR TO SCHEDULE `RECONSTRUCTION CONFERENCE NECE55ARY. AND MULCHED ACCORDING TO SPECIFICATIONS
TOMMY BATTEN RENTALS. LLC", DATED MAY 4, 2005, PREPARED BY PRIOR TO CONSTRUCTION TO INCLUDE ALL APPLICABLE PARTIES. IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOKOU5, DENSE
ROBERT H. DAVIS AND WHICH REFERENCES PLAT CABINET G, SLIDE 23. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERY OF EXISTING VEGETATIVE COVER. L
1 2 1 -H OF THE CRAVEN COUNTY REGISTER OF DEEDS. ELEVATIONS AS UNDERGROUND IN5TAL-ATION5. IN ADVANCE OF EXCAVATING OR
4. THE WORK AREA SHALL BE GRADED SHAPED, AND
PROVIDES ARE REFERENCED TO NAVD 88 FROM MONUMENT CRA 117. H a-=
TRENCHING, BY CONTACTING ALL LOCAL UTILITIES AND BY OTHERWISE DRAINED IN SUCH A MANNER AS TO MINIMIZE
3. DEED REFERENCE: DEED BOOK 29G7, PAGE 107. PROSPECTING. CONTRACTOR TO NOTIFY EXISTING UTILITY OWNERS 501L EROSION, 51LTATICN, OF DRAINAGE CHANNELS,
4. MINIMUM FRONT SETBACK 15 30 FEET. AND LOCATE SUCH UTiUTIE5 NOT LF55 THAN 48 HOURS PRIOR TO DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO
5. MINIMUM SIDE 5ETBACK 15 10 FEET. EXCAVATION. IN THE EVENT EXISTING UNDERGROUND UTILITIES PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
G. MINIMUM REAR 5ETBACK 15 15 FEET. CONFLICT WITH THE PROPOSED FORCE MAIN ALIGNMENT, 5. FOLLOWING CONSTRUCTION, THE WORK AREA SHALL BE
7. 517E ADDRESS 4 1 15 OLD CHERRY POINT ROAD, NEW BERN, NO CONTRACTOR MAY ELECT TO PROPOSE AN ALTERNATE ALIGNMENT
28562, FOR ENGINEER'S APPROVAL, OR CONTRACTOR MAY REMOVE AND GRADED TO PRECON5TRUCTION CONDITIONS AND SEEDED
8. THI5 PROPERTY SCALES WITHIN AN UNSHADED ZONE X ACCORDING TO REINSTALL EX15TING UTILITY LINE. EITHER OPTION SHALL RESULT IN AS DESCRIBED IN THE SPECIFICATIONS.
THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE NO INCREASED C05T FOR THE OWNER. ALL SUCH MODIFICATIONS G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
RATE MAP "3720549700 J11 DATED JULY 2, 2004. THI5 STATEMENT SHALL BE SUBJECT TO THE APPROVAL OF NCDOT. CITY OF NEW ON EXPOSED SLOPES WITHIN 2 1 CALENDAR DAYS
DOES NOT 5UPEP.CEDE THE ABOVE REFERENCED MAP. BERN, AND EXISTING UTILITY OWNERS AS APPROPRIATE. FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
9. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. 24. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
10. TOTAL 51TE AREA 15 75,32G 5F (1.73 AC) AROUND ALL EXI57NG UTILITIES AND SHALL TAKE ALL NECE55ARY WITHIN 15 WORKING DAYS OK 90 CALENDAR DAYS
I I. F-Izou€CI PRECAUTIONS TO PREVENT D15KUPTION OF SERVICES TO (WHICHEVER IS SNORTER) FOLLOWING COMPLETION OF
NO 404 WETLANDS EXIST ON THE SITE. CUSTOMERS. CONSTRUCTION OR DEVELOPMENT.
187. ]T - , ANDICAP PARKING SPACES = 2. 25. EXISTING UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON 7. THE CERTIFICATE OF PLAN APPROVAL MUST BE P05TED AT
14. PROPOSED WATER 5ERVICE 15 BY THE CRAVEN COUNTY WATER DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION WAS MADE THE PRIMARY ENTRANCE TO THE JOB 51TE AND REMAIN UNTIL
DEPARTMENT. AVAILABLE TO OR D15COVERED BY THE ENGINEER. THERE 15 NO THE 51TE 15 PERMANENTLY STABILIZED.
15. PROPOSED SEWER SERVICE 15 BY THE CITY OF NEW BERN. THE GUARANTEE A5 TO THE ACCURACY OR COMPLETENESS OF SUCH 8• ALL EARTHEN MATERIALS BROUGHT ONTO THI5 SITE ARE TO
CONTRACTOR SHOULD CONTACT THE CITY OF NEW BERN REGARDING INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND BE FROM AN APPROVED BORROW MATERIAL SITE,
S.T.E.P. SYSTEM INSTALLATION 4 DETAILS. COMPLETENESS 15 DISCLAIMED.
I G. WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN, 25. AERIAL IMAGES 5HOWN ARE FROM 2007 AND FOR CONCEPTUAL
17. TOTAL DISTURBED AREA 15 1.5 ACRES +/-. PUKPOSE5 ONLY. WHERE EXISTING CONDITIONS VARY FROM PLAN
18. ALL ROOF DRAINS TO BE DIRECTED INTO THE ON-51TE STORMWATER CONDITIONS_, NOTIFY THE ENGINEER.
SYSTEM.
PROJECT REVISIONS
NO. OffCRIPrION BY DATE
N�
f 1
OWNER/DEVELOPER
CROATAN CHURCH OF CHRIST
3445 OLD AIRPORT ROAD rT,
NEW BERN, NC 28562 W
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD l
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
ROBERT H. DAVIS, PLS# L-2432
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 28562
FINAL DRAWINGS
Released for permits only,
not released for construction.
yGI, J�!lnNE '' ,4.N CAA o
al ,
,ogPOkg
H G SEAL �4 4 S AL �\ -
a
C-438
CAti, �� @
R„ 't,,,,, , ,,,,\ •' ;
EXISTING ITE
SITE IMPROVEM NTS
for
CROATAN CHURCH OF CtIRIST
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":20' DATE: 1 .5. 1 1
PROJECT #: 201 0-02G SHEET: 02 of 07
7
r,
T

IRE LAN D
DB 230 1 , PG I G8
GENERAL NOTES
I
EIF� 54'46'23"E 75.95'
I
I
I
I
I
1
I /
I /
I
�I
NI
3
DAVID T. CRAWFORD
roI 1 17 OLD CHERRY POINT ROAD N '�
DID 2702, PG 402
I ( ro
ro
I \,
I
I
I \
I
' rr
Ex. 8" Water
(3' Off EP +/-)
BOUNDARY INFORMATION IS AS PROVIDED ON THE "FINAL MAP OF THE
DAVID T. CRAWFORD RECOMBINATION DIVISION", DATED DECEMBER
13, 2010, PREPARED BY ROBERT H. DAMS AND WHICH REFERENCES
PLAT CABINET G, SLIDE 12 1 -H OF THE CRAVEN COUNTY REGISTER OF
DEEDS.
2 TOPOGRAPHIC INFORMATION 15 AS PROVIDED ON THE "SURVEY FOR
TOMMY BATTEN RENTALS, LLC", DATED MAY 4, 2005, PREPARED BY
POBEKT H. DAVI5 AND WHICH REFERENCES PLAT CABINET G, SLIDE
T F DEEDS. ELEVATIONS
- F THE ER O 121 HO ECRAVEN COUNTY REG 5
AS PROVIDES ARE REFERENCED TO NAVD 88 FROM MONUMENT CPA
I 17.
3. DEED REFERENCE: DEED BOOK 29G7, PAGE 107.
4. MINIMUM FRONT SETBACK IS 30 FEET.
S. MINIMUM SIDE SETBACK 15 10 FEET.
G. 'MINIMUM REAR SETBACK 15 15 FEET.
7, 51TE ADDRESS 41 15 OLD CHERRY POINT ROAD, NEW BERN, NC
285G2.
8, THIS PROPERTY SCALES WITHIN AN UNSHADED ZONE X ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
RATE MAP "3720549700 Y DATED JULY 2, 2004. THIS STATEMENT
DOES NOT 5UPERCEDE THE ABOVE REFERENCED MAP.
9. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
10. TOTAL SITE AREA 15 75,32G SF (1.73 AC)
PROJECT IS HIGH DENSITY.
12. NO 404 WETLANDS EXIST ON THE SITE.
3. STANDARD PARKING SPACES = 54, HANDICAP PARKING SPACES = 2.
14, PROPOSED WATER SERVICE 15 BY THE CRAVEN COUNTY WATER
DEPARTMENT.
5 PROPOSED SEWER SERVICE 15 BY THE CITY OF NEW BERN. THE
CONTRACTOR SHOULD CONTACT THE CITY OF NEW BERN REGARDING
S.T.E.P. SYSTEM INSTALLATION * DETAILS.
F WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
TOTAL DISTURBED AREA 15 1.5 ACRES +/-.
8 ALL ROOF DRAINS TO BE DIRECTED INTO THE ON -SITE 5TOKMWATER
SYSTEM.
19. THIS PLAN DOES MOT INCLUDE LIGHTING UTILITY LOCATIONS OR
DETAILS.
20. THI5 PLAN DOES NO- INCLUDE ON51TE IRRIGATION LINES, IF ANY.
2 1. LANDSCAPING P_AN5 AND TREE LOCATIONS AS SHOWN HEREIN ARE
FOR CONCEPTUAL PURPOSES AND SUBJECT TO CHANGE.
TO CHE P N T N CONFERENCE
22. CONTRACTOR 5 DULE RECO S RUCT O
PRIOR TO CON5 T 2UCTION TO INCLUDE ALL APPLICABLE PARTIES.
23. CONTRACTOR 5-1ALL BE RESPONSIBLE FOR DISCOVERY OF EXISTING
EXCAVATING OR
INSTALLATIONS,IN ADVANCE OF EXC V UNDERGROUND
TRENCHING, BY CON -ACTING ALL LOCAL UTILITIES AND BY
PROSPECTING. CONTRACTOR TO NOTIFY EXISTING UTILITY OWNERS
AND LOCATE SUCH UTILITIES NOT LE55 THAN 48 HOURS PRIOR TO.
EXCAVATION. IN THE EVENT EXISTING UNDERGROUND UTILITIES
CONFLICT WITH -HE PROPOSED FORCE MAIN ALIGNMENT,
CONTRACTOR MAY ELECT TO PROPOSE AN ALTERNATE ALIGNMENT
FOR ENGINEER'S APPROVAL, OR CONTRACTOR MAY REMOVE AND
REINSTALL EX15-AG UTILITY LINE. EITHER OPTION SHALL RESULT IN
NO INCREASED C05` FOR THE OWNER. ALL SUCH MODIFICATIONS
SHALL BE SUBJECT TO THE APPROVAL OF NCDOT, CITY OF NEW
BERN, AND EXISING iJTILITY OWNERS AS APPROPRIATE.
24. CONTRACTOR 5�AL: EXERCISE EXTREME CAUTION WHEN WORKING
AROUND ALL EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT DISRUPTION OF SERVICES TO
CUSTOMERS.
25. EXISTING UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON
DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION WAS MADE
AVAILABLE TO OR\ D'5COVERED BY THE ENGINEER. THERE 15 NO
GUARANTEE AS -0 THE ACCURACY OR COMPLETENESS OF SUCH
INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND
COMPLETENESS IS DISCLAIMED.
25. AERIAL IMAGES SHOWN ARE FROM 2007 AND FOR CONCEPTUAL
PURPOSES ONLY. WHERE EXISTING CONDITIONS VARY FROM PLAN
CONDITIONS, NOTIFY THE ENGINEER.
BRICE5 CREEK BIBLE CHURCH
DB 2 149, PG 47G
PLAT CAB. G, SLIDE 12 I -H
N4°4f,'24"W 2G I Gn'
EROSION CONTROL NOTES
I . REFER TO SECTION 02270 FOR EROSION CONTROL
SPECIFICATIONS.
2. REFER TO SECTION 02930 FOR SEEDING AND MULCHING
SPECIFICATIONS.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
THE WORK AREA SHALL BE GRADED SHAPED,
, AND
OTHERWISE DRAINED IN SUCH A MANNER AS TO MINIMIZE
501L ER0510N, SILTATION, OF DRAINAGE CHANNELS,
DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO
PROPERTY OUT5IDE THE LIMITS OF THE WORK AREA.
5. FOLLOWING CONSTRUCTION, THE WORK AREA SHALL BE
GRADED TO PRECONSTRUCTION CONDITIONS AND SEEDED
AS DESCRIBED IN THE SPECIFICATIONS.
G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
7. THE CERTIFICATE OF PLAN APPROVAL MUST BE POSTED AT
THE PRIMARY ENTRANCE TO THE JOB SITE AND REMAIN UNTIL
THE SITE IS PERMANENTLY STABILIZED.
8. ALL EARTHEN MATERIALS BROUGHT ONTO THIS SITE ARE TO
BE FROM AN APPROVED BORROW MATERIAL SITE.
SEEDING APPLICATION
TEMPORARY
PERMANENT
5ep-Apr May -Aug
Dry 50d5 Wet Sods
eed I yple
Mmini Application
Kate (lblac)
3ahia, Pensacola Var.
30
25
Bermuda
30
25
Carpetgrass
25
Centipede
10
German Millet
50
50
25
25
Kobe Lespedeza
20
Tall Fescue
50
Totals
100
5�:
115
100
_ii
N7'31� ' g'
wi
UP —
WOO"
NO GRID NAD 83 Coordinates
per PC: G, S: 12 I H
__//
N = 473,958.22
E = 2,598,792.03
BRICE5 CREEK BIBLE CHURCH
DB 2149. PG 47G
PLAT CAB. G. SLIDE 12 I -H
EIP
N��2 =
LEGEND
SYMBOL
DESCRIPTION
PG.
DET
Property Lines/Right of Way Lines
® ® _ —
Property Minimum Building Lines
Existing 8" Water Line
—... —
— - - —
Existing Sewer Lines
OExisting
Utilities
0
Proposed Water Service
G
W I
0—
Proposed Sewer Service
Drainage Arrows
G
EC(
p-#
Pipe Call Out
C-#
Channel Call Out
0
Proposed Stormwater Pipe
5
RG
��.
Asphalt
5
R I
Traffic Dimension Arrow
5
K I
Handicapped Parking Symbol
5
R9
Silt Fence
G
EC2
o
— to —
Limits of Disturbance
®
Temporary Check Dam
G
EC2
I
Pipe Outlet Protection
G
EC,
Temporary Construction Entrance
G
EC I
Block �- Gravel Inlet Protection
6
EC`_
Proposed Trees
Drainage Area Label
Proposed Spot Elevation
GRAPHIC SCALE NO GRID per
PC: G, 5: 121 FI
20 10 0 20
PROJECT REVISIONS
NO. DE5C91PTI0N BY DATE 7
OWNER/DEVELOPER
CROATAN CHURCH Of CHRIST
3445 OLD AIRPORT ROAD
NEW BERN, NO 285G2
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAP.OLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
ROBERT H. DAVIS, PL5# L-2432
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 285G2
FINAL DRAWINGS
Released for permits only,
not released for construction.
1 ,`1llllll lltf f/!/
�.,,
`,,llllil
C
.`�4`t� A of
�,•` �1GINE�,
F = SEAL 2 c
= AL
-o C-438
0147 -
,,,�'
PROPOSED SITE
SITE IMPROVEMENTS
for
CROATAN CHURCH OF CHR15T
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAPROUNA
SCALE: 1 ":20' DATE: 1 .5. I I
PROJECT #: 2010-02G I SHEET: 03 of 07
I

SEEDING APPLICATION I
TEMPORARY
PERMANENT
5ep-Apr I May -Aug
Dry 5oil5 Wet 50d5
Seed Typle
Minimum Application
Rate tb/ac)
B sl1,3, Pensacola Var.
30
25
Bermuda
30
R
Ca1petgra55
25
Centipede
0
German Millet
50
50
25
25
';o'oe Le5pedeza
20
Tall Fescue
50
Totals
1 100
1 50
1 15
100
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
-
I5 inch RCP
23.90'
23_60'
31'
0.32%
'-_
15 i1 RCP
23,50
22 In'
133'
05G%
OJ
S I,,h PVC
21 .50'
24.50'
101,
-2.97%
STRUCTURE DATA
5T
TYPE
PIPE OUT
INV. OUT
RIM ELEV.
-
D I
P-2
INV OU1=23.50'
26.92'
I
I
1
EIF► 54'48'23"E 75.98- -
1
I
IRELAND
DB 2301 , PG I G8 p I
C) /
� N
;n DAVID T. CRAWFORD
rol 1 17 OLD CHERRY POINT ROAD N
DB 2702, PG 402 I �O
ICO
� I
I
II
1 I:5
�1
I I �,
I IHE
eI
1 eI I
J r:
--
I26.15'�
5RICE5 CREEK BIBLE CHURCH
DB 2 149, PG 47G
PLAT CAB. G, SLIDE 12 1 -H
LD LD LD
26.25'
N4'48'23"W 261.
LD LD LD LD LD LD -
C-T-
EIP
=3144
6 ,
EIP 00i INC GRID NAD 83 Coordlnates
0777-7 LD LD per PC: G, 5: 12 1 H
N = 473,956.22
r E = 2,598,792,03
15' 1 - 7`11I Ct
SHEET FLOW TO BACK
I I I
FUTURE DEVELOPMENT I \
it
'mcaGaav . -Z/'- ^
:MUHao„vrGaK:Ram t
v:=== '
hWf ; / 93.5'
PROPOSED tHDRCH '
I
s ,E /
4 52 Sf 5
07 /
P ' ,.b /
/
sae( Prop. 5.T.E.P. System
-"Control Panel '
75 � / . •, // I % /
7.60'
27 50'
Bill 12
aP _ / DA-A21
` _ m
o Ex 8 Sewer Force Main-1 - ,_ Ex. G" Sewer force Main
m (5 Inside R/W) /-(4 Off EPTIE
Sao e.l i4 I - - - - - - c re Ns23zzz4+I
o.. -53., _ __ _ ____ ._ _
Ex. 8" Water Mam-,,� �-
(3' Off EP +/-)
GENERAL NOTES
BOUNDARY INFORMATION IS AS PROVIDED ON THE "FINAL MAP OF THE 19.
THIS PLAN DOES VO INCLUDE LIGHTING UTILITY LOCATIONS OR
DAVID T. CRAWFORD RECOMBINATION DIVISION% DATED DECEMBEP 13,
DETAILS.
2010, PREPARED BY ROBERT H. DAMS AND WHICH REFERENCES PLAT 20.
THIS PLAN DOES VC` INCLUDE ONSITE IRRIGATION LINES, IF ANY.
CABINET G, SLIDE 12 1 -H OF THE CRAVEN COUNTY REGISTER OF DEEDS. 2 1.
LANDSCAPING PAN5 AND TREE LOCATIONS AS SHOWN HEREIN ARE
_.
TOPOGRAPHIC INFORMATION I A PROVIDED ON THE SURVEY FOR
S 5
F PTUA_ J P
OR CONCE PROSES AND SUBJECT T HA O CHANGE.
TOMMY BATTEN RENTALS, LLC% DATED MAY 4, 2005, PREPARED BY 22.
CONTRACTOR TO SCHEDULE PRECON5TRUCTION CONFERENCE
ROBERT H. DAVIS AND WHICH REFERENCES PLAT CABINET G SLIDE
PRIOR O CON.T RTO INCLUDE ALL APPLICABLE PARTIES. R ES
12 1 -H OF THE CRAVEN COUNTY REGISTER OF DEEDS. ELEVATIONS AS 23.
5V _ B
CONTRACTORAL E RESPONSIBLE FO R DISCOVERY OF EXISTING
PROVIDE ARE REFERENCED NAVD 88 FROM MONUMENT 1
S C O CRA 7
TA
UNDERGROUND :VS LLATIONS IN ADVANCEF O EXCAVATING OR
3.
DEED REFERENCE: DEED BOOK 29G7, PAGE 107.
TRENCHING, BY --ON-ACTING ALL LOCAL UTILITIES AND BY
4
MINIMUM FRONT SETBACK IS 30 FEET.
PROSPECTING. CONTRACTOR TIN TONOTIFYEXI I EXISTING UTILITY LTYOWNERS
,.
MINIMUM SIDE SETBACK 15 10 FEET.
AND LOCATE SUCH UTILITIES NOT E O L SS THAN 48 HOURS PRIOR TO
G.
MINIMUM REAR SETBACK IS 15 FEET.
EXCAVATION. IN THE EVENT EXISTING UNDERGROUND UTILITIES
7.
SITE ADDRESS 4 1 15 OLD CHERRY POINT ROAD, NEW BERN, NC 28562.
CONFLICT WITH THE PROPOSED FORCE MAIN ALIGNMENT,
S.
THIS PROPERTY SCALE WITHIN AN UNSHADED ZONE X ACCORDING T
S N R O
P, LE
CONTRACTOR MAY CT TOP P RO OSE AN ALTERNATE ALIGNMENT
THE FEDERAL EMMANAGEMENT AGENCY FLOOD INSURANCE
FOR ENGINEER. APPR OVALOR CONTRACTOR MAY REMOVE AND
RATE MAP "3720549700 J" DATED JULY 2, 2004. THI5 STATEMENT
REINSTALL EXI57NG UTILITY LINE. EITHER OPTION SHALL RESULT IN
DOES NOT 5UPERCEDE THE ABOVE REFERENCED MAP.
NO INCREASED CO5T FOR THE OWNER. ALL SUCH MODIFICATIONS
CONTOUR INTERVALS SHOWN A EAT ONE FOOT.
R
r
SUBJECT O
SHALL BE SUB ,.T THE APPROVAL F O L O NCDOT CITY OF NEW
✓J.
TOTAL SITE AREA IS 75,32G SF (1.73 AC)
BERN, AND EXISTING JTILITY OWNERS AS APPROPRIATE.
.
PROJECT IS HIGH DENSITY. 24.
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING
�-.
NO 404 WETLANDS EXIST ON THE SITE,
AROUND ALL EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY
3.
STANDARD PARKING SPACES = 54, HANDICAP PARKING SPACES = 2.
PRECAUTIONS TO PREVENT DISRUPTION OF SERVICES TO
4.
PROPOSED WATER SERVICE IS BY THE CRAVEN COUNTY WATER
CUSTOMERS.
DEPARTMENT. 25.
EXISTING UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON
13.
PROPOSED SEWER SERVICE IS BY THE CITY OF NEW BERN. THE
DRAWINGS ONLYTO THE EXTENT SUCH INFORMATION WAS MADE
CONTRACTOR SHOULD CONTACT THE CITY OF NEW BERN REGARDING
AVAILABLE TO O� D 5COVERED BY THE ENGINEER. THERE IS NO
5.T.E.P. SYSTEM INSTALLATION * DETAILS.
GUARANTEE AS -0 THE ACCURACY OR COMPLETENESS OF SUCH
I <.
WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND
17.
TOTAL DISTURBED AREA 15 1.5 ACRES +/-.
COMPLETENESS 15 DISCLAIMED.
8.
ALL ROOF DRAINS TO BE DIRECTED INTO THE ON -SITE 5TORMWATEP. 25.
AERIAL IMAGES SHOWN ARE FROM 2007 AND FOR CONCEPTUAL
SYSTEM.
PURPOSES ONLY. WHERE EXISTING CONDITIONS VARY FROM PLAN
CONDITIONS, NOTIFYTHE ENGINEER.
I.
jol DA-C I I
(pt � FOREBAY
2913
23' -
.21,- 1M1JJ
VN
III � mo NmN
PROP. STORMWIATER N{II .I I°
WET DETENTION BASIN I } I
PP - 4,234 SF
8,50'
8.30'
I I�
P
R2290.09'
27 6C
_
EROSION CONTROL NOTES
I . REFER TO SECTION 02270 FOR EROSION CONTROL
SPECIFICATIONS.
2. REFER TO SECTION 02930 FOR SEEDING AND MULCHING
SPECIFICATIONS.
3. ALL SEEDED AREAS
WILL BE FERTILIZED, RE SEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIG
OROUS, DENSE
VEGETATIVE COVE .
R
4. THE WORK AREA SHALL BE GRADED, SHAPED, AND
OTHERWISE DRAINED IN SUCH A MANNER AS TO MINIMIZE
SOIL EROSION SILTA
TION, L ON OF DRAINAGE CHANN
ELS,
DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO
PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
5. FOLLOWING CONSTRUCTION, THE WORK AREA SHALL BE
GRADED TOP E ON T T R C S RUC ION CONDITIONS AN
D SEEDED
AS DESCRIBED IN THE SPECIFICATIONS.
G. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
ON EXPOSED P WITHIN
SLO ES W IN 21 A C LENDA R DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
7. THE CERTIFICATE OF PLAN APPROVAL MUST BE POSTED AT
THE PRIMARY ENTRANCE TO THE JOB SITE AND REMAIN UNTIL
THE SITE 15 PERMANENTLY STABILIZED.
8. ALL EARTHEN MATERIALS BROUGHT ONTO THIS SITE ARE TO
BE FROM AN APPROVED BORROW MATERIAL SITE.
Weir
4
PROJECT SCHEDULING
CONSTRUCTION H SC EDUCE
I . WORK INCLUDED IN THES
E DRAWINGS IS NOT TO BE COMPLETED PRIOR TO
PROPER PERMIT DOCUME T5 BEING OBTAINED. TH N ED E CONTRACTOR O H ULD
S
NOTIFY THE ENGINES QUESTIONS
R IF OJES ONS ARISE CONCERNING PERMIT
R STATUS
2. CONTRACTOR 15 TO SCHEDULE AND HO
LD OLD PRECONSTRUCTION F N CON ERE CE
AT LEAST ONE WEEK PRIO TO STARTING T R CONSTRUCTION.
3. INSTALL AND MAINTAIN TENP. ORARY CONSTRUCTION ENTRANCES AT
LOCATIONS SHOWN IN THE CANS. INSTALLTEMPORARY
EM ORARY SILT FENCING AS
NEEDED.
4. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINEDIN
SUCH A MANNER AS TO MINIMIZE
J SO L EROSION SILTATION OF DRAINAGE RA GE
CHANNELS DAMAGE TO EX: TIN 5 G VEGETATION, AND DAMAGE T P E O ROP RTY
OUTSIDE THE LIMITS OF THE WORK AREA.
5. COMPLETE SITE CLEARING.
G. CLEAR WASTE DISPOSAL AR. ONLY AS NEEDED.
_
7. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND
CHECK DAMS, INSTALL CATCH BASINS AND CULVERTS WITH INLET AND
OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED. MAINTAIN
DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
(5, FINISH THE SLOPES AS SOON AS ROUGH GRADING 15 COMPLETE. LEAVE THE
SURFACE SLIGHTLY ROUGH_NED AND VEGETATE AND MULCH IMMEDIATELY.
9. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
IO.PERMANENTLY VEGETATE, AND MULCH.
I I .AFTER SITE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
INSTALL PERMANENT VEGE-ATION ON THE DISTURBED AREAS.
12. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH 15
NOT ABLE TO BE GENERATED FROM THE SITE SHALL BE OBTAINED FROM AN
APPROPRIATELY PERMITTED BORROW FACILITY.
BRICE5 CREEK BIBLE CHURCH
DB 2 149, =G 476
PLAT CAB. G, SLIDE 12 1 -H
MAINTE C` S NAN � CHE DUCE
I . ALL EROSION AND SEDIMENT CONTROL PZACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWIN^1 Ev' `
RY RUNOFF PRODUCING
RAINFALL
EVENT B T U IN NO CASE LES N G S THAN NCF EVE Y R WEEK. ANY NEEDED
REPAIRS WILL BE MADE IM MEDIATEL TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM T1E!NLET PROTECTION DEVICES WHEN
STORAGE CAPACITY HAS BEEN APPRCXIP: ATELY 50% FILLED. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE575TEM NO LONGER DRAINS
PROPERLY.
F
3. SEDIMENT I WILL BE REMOVED F .. J FROM EH D THE SEIMENT FENCE WHEN
BECOMES ABOUT G INCHES DEEP A` -H`_ FENCE. THE SEDIMENT FENCE WILL
BE REPAIRED AS NECESSARY TO MA'NTA'% A BARRIER.
4, ALL SEEDED AREAS WILL BE FERTILIZE), R`SEEDED AS NECESSARY, AND
MULCHED ACCORDING A' V R 6 TO SPECIFIC 10 5 IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DEN5E VEGETATVE COVER.
5. PROVIDE A GROUND COVER (PEMPORgR"OR PERMANENT) ON EXPOSED
SLOPES WITHIN 2 1 CALENDAR DAYS FOLOWING COMPLETION OF ANY PHASE
OF GRADING; AND, A PERMANENT GR.OU'ND COVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 9( CALENDAR DAYS (WHICHEVER 15
SHORTER) FOLLOWING COMPLETION OF ON5TIRUCTION OR DEVELOPMENT.
G. POND TO BE USED AS WET DETENTIOV Ba51N THROUGH THE DURATION OF
THE PROJECT, BASIN WILL BE CLEAN OF 5`_DIMENT PRIOR TO USE.
7. MECHANICAL PUMPS TO BE USED TC DRAIN WET DETENTION BASIN FOR
MAI NTENANCE/EM ERGENCY.
LEGEND
SYMBOL DESCRIPTION PG. DET.
Property Lines/Right of Way Lines
- -. - - Property Minimum Building Lines
- Existing 8" Water Line
- - - Existing Sewer Lines
OExisting Utilities
Proposed Water Service G W 1 /1P
0-- Proposed Sewer Service
f� Dramage Arrows G '
ECG d
P-# Pipe Call Out C�
zv�
C-# Channel Call Out F- ^,
u
OEMProposed 5tormwater Pipe 5 RG z ~
Asphalt 5 K I
r.� Fq
-. Traffic Dimension Arrow 5 R I i Fi n
Handicapped Parking Symbol 5 R9
�6.d�
o Silt Fence G EC2
- L9 - Limits of Disturbance C,
^ /7
® Temporary Check Dam G EC3 ^ M
Pipe Outlet Protection G EC4 M V
Temporary Construction Entrance G EC I C�
LA
Block * Gravel Inlet Protection G EC5 H ��
Proposed Trees
T} Drainage Area Label
Proposed Spot Elevation
c
GRAPHIC SCALE NC GRID per
20 10 O 20
PROJECT REVISIONS
NO. DESCRIPTION 6Y DATE
OWNEWEVELOPER
CROATAN CHURCH Of CHP15T
3445 OLD AIRPORT ROAD
NEW BERN, NO 285G2
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
ROBERT H. DAVI5, PI L-2432
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 28562
FINAL DRAWINGS
Released for permits only,
not released for construction.
rll
r�r r
r , � r ,
j�4GINE4'., N� D 04�,r
,P
0
R'
o
'O
0
9
.v
F = SEAL �' a = 4 AL
3Z C-438 ¢ 101 7 -
:o
v:
0` J
I N
9 S `.i,*``t`��` '! Nr+i`t r tTo ``l•
r, r nn
DRAINAGE, GRADI , * EC
SITE IMPROVEMENTS
for
CROATAN CHURCH OF CHR15T
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: ":20' DATE: 1 .5. 1 1
PROJECT #: 201 0-02G SHEET: 04 of 07
'.z
LA
+ +
1 ,•I, 1 - � i li

BRICK MAY BE USED TO
6" ABC STONE BASE I- I /2" SF 9.5A ASPHALT
ADJUST FRAME t COVER
TO SURFACE ELEV. MAX I'
f
INLET
I /4"
FIFE
g
4. ..a OUTLET PIPE
SECTION C-C OR D-D
CURB LINE OR END OF
PARKING SPACE
O O O O O O O O O O O O O O O
00 00 00 00 00 00 00
°
o
O 000 O O O O O
—IIIIII—III—IIIIIIIII—III—IIIIIIIIIIII—III-
11 1 I 1 I I I=I I I I I I=I I I=I I I=I 1511 I I I I —I I I —I 11 1
6f
A D
CL PARKING SPACE
-III—IIIIIIIIIIIIIII—III—III—IIIIIIIII—III-
SECTION X-X 8" A
�
BRICK MAY BE USED TO ADJUST
FRAME d COVER TO SURFACE -
F
2" GRID
� ( I
SUITABLE COMPACTED 5UBGRADE
/4" x 8"
EXP.
ELEV. MAX I' X
DETAIL R I - TYPICAL PAVEMENT CROSS-SECTION
DINT
114"
�- S
6
e
O
<ET
Q C
HEADER T
CouR5E5
O Y
1
_ _
(
5' 1
5„
V (^J
v
^
PLAN
I—B+ 16�
I
6" SECTION
Y-Y
OUTLET ELEVATION
Y
4" CONCRETE 51DVVALK EXPANSION JOINT MATERIAL
ZO„
DIMENSIONS FOR BRICK JUNCTION BOXES
AREA DRAIN NOTE5
q
n A
e �
TYPE
DIMENSIONS
PIPE
D
OF BOX
SPAN
A
AND PIPE REINFORCEMENT COVER
WIDTH EIGHT BARS DIMEN910N5
1. MORTAR JOINTS TO BE I/2" TO I/8" THICK.
B H NO LENGTH A e CONCRETE TO BE USED THROUGHOUT.Z
1 1
O
�.
M
IIIIIIII-III-III IIII-I-I IIIIIIIIIII-III-III-
III I 11I I I, I I I III I II II I II II I
_III —I
_ ;
III I1 I I I II 11—I I —I 11—I 11—III
AD -A
12
2 0
32. USETYPEE, F AND "G GRATES UNLESS OTHERWISE
2 0 2 3 12 3-1 3-4 3-4 INDICATED.
1
ICI
—1 —III
—III—' _IIIIIIIII— I I-1 �—
AD-B
1 5"
2'-0"
2'-0" 2'-G" 12 3'- 1 " 3'-4" 3'-4" 4. JUMBO BRICK Ni -_ BE PERMITTED. CONCRETE BRICK OK 4"
50LID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY
'
�h
(.1
AD-C
8"
2'-4"
2'-4" 2'-9" 4 3'-5" 3'_g^ 3 _8"
SUITABLE COMPACTED 5UBGKADE
AD-D
24"
3'-0
3'-03'-3" 16 4'- I 4'-4" 4'-4" BRCK'
/�
AD-E
30"
3'-4"
3'-4" 3'-9" 1G 4'-5" 4'-8" 4'-8"
r�
�•�
NOTE: ROUND ALL EDGES WITH 1/5" RADIUS TOOL
AD-P
AD-G
36"
42"
4'-0"
4'-8"
4'-0" 4'-3" 20 1 5'-1" 5'-4" 5'-4" DETAIL R5
4'-8" 4'-9" 22 5'-9" 6'-O" 0-0"
'I
yY
DETAIL R2 SIDEWALK CROSS-SECTION
6 5'-9' 26 6'-7' 6`;0 6';0;, TYPICAL AREA DRAIN
DETAIL R9 - HANDICAP PARKING SYMBOL
m
-TYPICAL
—
AD-J
60"
6'-0"
6'-0" 6 3' 28 T_1' T-4"
0-9"
AD-K
66"
6'-6"
6'-6" 30 T-1 T-10'
_
SHEETED OPEN
J
TRENCH
TRENCH
2"
1211
rN
h'1
11
O
SELECT MATERIAL
COMPACTED IN G" LIFTS
MAXIMUM 3/8 (�)
LLJ
RESERVED
o
I III-
PENALTY 3,8" (YP)
PARKING
$10 0
24" MAX 2" MAX
1 2" MIN G" MIN
GS 20-37.G
VARIES SEE GRADING_ PLAN
SELECT MATERIAL
COMPACTED IN 3" LIFTS
n
PROJECT REVISIONS
NO,
DESCRIPTION
BY
DATE
_
I
I-
z
TYPICAL PAVEMENT SECTION
1 .5" SF 9.5A ASPHALT TOP COAT
I ICI
____ I I
I I I 1 1-1 I I 1 1 I I 1 1 1 I I 1 1 I 11 1 1 11 1 1 I I I 1 I -III
NOTE: BOTTOM OF THIS SIGN SHALL BE MOUNTED ON POST
AT GO" OR 54 ABOVE FINISHED GRADE. PENALTY 51GN SHALL
BE MOUNTED SLIGHTLY BELOW THIS SIGN.
6" CABC COMPACTED STONE
_
— 1 I-
SUITABLE COMPACTED SUBGRADE
I
UNDISTURBED EARTH
W
STANDARD EXCAVATION
O
BELL HOLES NOT SHOWN
OWNER/DEVELOPER
G
CROATAN CHURCH Of CHRIST
DETAIL R3 - TYPICAL GRADING SECTION
3NEW BERN 1RT NCO2856O2D
DETAIL RG - TYPICAL TRENCHING
DETAIL RI 0
- HANDICAP 51GNAGE
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 255G3
O
3„
OFFICE: (252) G37-2727 FAX: (252) G3G-2445
3'-0"
22°
LAND SURVEYOR
W
\
ROBERT H. DAVIS, PLS# L-2432
3"
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 285G2
FAQ
FINAL
W
DRAWINGS
a
�C) w
/
/
1 2" (TYP)
Released for permits only,
_ w
s/oF
cURe w
not released for construction.
Ul)
q K
or /
H
CA
o
,`0�13
SEE VARIES VARIES PLAN
12
50
GRADING—_ SEE ING
SEAL
FACE OF TURNED DOWN SIDEWALK
e. _ °.9 : 101AL4
~
~Z;
i' CAv, NP'`
O
TYPICAL PAVEMENTSECTION
DETAIL R7 - TYPICAL RAMP DETAIL
,'^
','�1983. C_'
1 .5" SF 9.5A ASPHALT TOPCOAT
PROVIDE PAINTED YELLOW TRAFFIC DIRECTION ARROW AT
G" CABC COMPACTED STONE
EACH LOCATION SHOWN. DIMENSIONS SHOWN ARE FOR
p.l
SUITABLE COMPACTED FILL
VARIES
LAYOUT PURPOSES ONLY.
PARKING DRAINAGE D,ETAI L5
SITE IMPROVEMENTS
' e � e'. .e .
° 4"
4.
ICROATAN
"-
°` -' I I=1 I I I 1=1 I I-1 I —III I
for
45° —I
CHURCH OF CHR15T
31,
t
\
SURFACE OF ASPHALT COMPACTED SUBGRADE
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE. N.T.S.
DATE: 1.5.11
DETAIL R4 - TYPICAL INVERTED CROWN SECTION
OR CONCRETE PAVING
DETAIL RI I - TRAFFIC DIRECTION ARROW DETAIL
DETAIL
R6 -
TYPICAL TURN -DOWN 51DEWALK CR055-5ECTION
-
PROJECT #: 2010-026
SHEET: 05 of 07

000
A poo0o goo op A MAIN R/W (TYP)
AL 0 0 00 00 00 00 00 0pp CORPORATION STOP FYP)AIL -
000 o00 0000 �cb000
E<cc(
00000 00 0 0 o po
000000 000 000000o poopO000O o o Sdo WATER
� 000 00 0 0
00 p0 008 00 0000 00 0 0PUBLIC ROAD 0 oo00p000 O ct> o0000' 0 000 000 00 000 SERVICE SADDLE (TYP) CAST IRON
r 00 0 0 0 0000 g po000000�b OUTLET PROTECION NOTES y
METER BOX (Ll P) M VI
' opp0 �0p&000 00o La IS THE ENGTH OF THE RIPRAP APRON.
r PLAN
0 000 0 p N
r PLAN 0 0 2. d= 1.5 TIMES THE MAXIMUM STONE • >'�
DIAMETER BUT NOT LE55 THAN G". x V
z 3. IN A WELL-DEFINED CHANNEL EXTEND THE
APRON UP THE CHANNEL BANKS TO AN CURB STOP (TYP)
2" - 3" COARSE AGGREGATE r 0 ELEVATION OF G" ABOVE THE MAXIMUM TT
BASE TO BE MINIMUM G" IN DEPTH r ,- ' 'n TAILWATER. DEPTH OR TO THE TOP OF THE CAST IRON V rj
BANK, WHICHEVER IS LESS. j METER BOX (TYP)
4. A FILTER BLANKET OR FILTER FABRIC SERVICE UNE O WATER METER (TYP BY /� V
SHOULD BE INSTALLED BETWEEN THE RETua1NG z WATER COMPANY) ^
TYPICAL 3/4" BRICK KIPRAP AND SOIL FOUNDATION. SDP WAS HE 5PTONE (TYP) H
` (I 2) CORPORATION _
STOP (TYP) N
AS KQ'D
14' MIN. , _ 000 00 000000000_= \ \ \ \ rY
\\/\\/\\/\\/\\/\\/\\/\\ 00 00 opo 000 00 0=//\\\\\� rn f.
=08 r.�
�0 0 o p p p p =- /\\/\\/\\/\� ELEVATION
WATER
A Y
SECTION A -A FILTER BLANKET \
MAIN
H
d (I 8")
ZZc�
DETAIL EC I - CONSTRUCTION EXIT DETAIL
- — DETAIL EC4 - PIPE OUTLET PROTECTION DETAIL W I -TYPICAL WATER SERVICE LAYOUT
� v �
VARIES AS DIRECTED BY ENGINEER O
8' MAXIMUM r1
STAY WIRES AT 1 2" INTERVALS M „
n L11, i^
MIN. 1 2-1/2 GAUGE Fi TOP STRAND K J
10 GAUGE MIN.
LINE WIRES 12-1/2 0000o O00000000 0
GAUGE MIN. WIRE SCREEN 0 0 0 0 0 0 00 0 0c, 0 r M
0 0 00 0 0 0 0 0 0 0 0 o
BOTTOM STRAND DEWATERING 0 0 00 o Oo 0 00 0 000 Oo 0000 O
- TEMPORARY
O GAUGE MIN. SEDIMENT POOL 0000
0 00Opp
00000 0000
000 000 0 0
0000000000 $0 ® 00
16 000 0
00 000000 0
SEDIMENT ...-..i�'n00000 p000 Q00 � 0
��.::::.............
" o O O O p
DROP INLET 80� O
SILT FENCE NOTES W/ GRATE
�oo0 0
000
i
� 0Ooc
Q000
Op0 o0o
p0 O O
p 0�00
0 O O
00 �o o
H
z
Oho 0 o
n W
r"'1
p 000
0c) 0
W
FILL SLOPE WIRE SHALL BE A MINIMUM OF 32 IN WIDTH AND 0 p o0 00 SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 1 2" o Oo 0 00 0 0p0 0 0 0 0 000po PROJECT REVISIONS �}
N STAY SPACING. NG TYPICAL CRO55 SECTION O� pO p00 O0 OOo 0 0 8� po0� �0000 NO. OE5CRlPTION 8Y DATf T
2. FILTER FABRIC SHALL BE A MINIMUM OF 30 IN o 0 0 0 0 0 0 0 0 0 0 00
/ GROUND LINE WIDTH AND SHALL BE FASTENED ADEQUATELY TO 0 0 0000 00 0 00 0 00 000_
THE WIRE AS DIRECTED BY THE ENGINEER. 00 00 00 0 00 0 00 00
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL
rT
` \ � / BE OF THE SELF -FASTENER ANGLE STEEL TYPE. PLAN
4. WOOD POSTS SHALL BE A MINIMUM OF GIN r
7 HEIGHT AND 3" OR MORE IN DIAMETER.
0 5, WIRE FABRIC SHALL BE FASTENED TO WOOD W
I _D POSTS WITH NOT LE55 THAN #9 WIRE STAPLES
WIRE
� FILTER FABRIC
1 - 1 /2" LONG. O
OWNER/DEVELOPER a
CROATAN CHURCH Of CHP\15T
•
3445 OLD AIRPORT ROAD
DETAIL EC2 - TEMPORARY 51LT FENCE DETAIL EC5 - BLOCK AND GRAVEL INLET PROTECTION NEW BERN, INC 285G2 W
G" MIN.
CON51JLTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD O
MAINTENENCE CARRY RIP -RAP JP slDes of sPILLwAY A NEW BERN, NORTH CAROLINA 285G3 .4NOTE: KEY THE STONE INTO THE DITCH 5ANK5 OFFICE: (252) G37-2727 FAX: (252) G3G-2448
I . A -,PECT CHECK DAMS AND CHANNELS A MINIMUM OE 18" TO AVOID WA5HOUT5
2 LAND SURVEYOR W
','"(. t; DAMAGE AFTER EACH RUNOFF FROM OVERFLOW AROUND THE ti MIF.
V'-NT. DAM MAXIMUM SLOPE
RODERT H. DAVI5, PL5# L-2432 A
2 0VE SEDIMENT ACCUMULATED r Mw. FREEBOARD °$ 7175 HIGHWAY 70 EA5T
3 -IND DAMS AS NEEDED TO PREVENT $ o�00000 1 NEW BERN, NORTH CAROLINA 285G2
D n RAGE TO CHANNEL VEGETATION #5 WASHED o000 $oo o
STONE
TONE
3. A,_ OW FLOW THE CHANNEL TO DRAIN 00000sp0008o0 8�0
TIi TOUGH THE STONE CHECK DAM AND 80�000800080$0
I`, -VENT LARGE FLOWS FROM TEMPORARY GRA55 75'-100' AHEAD o p��p
OF CHECK DAM `�._o0 0, p00 �000O0O0 �p0 FINAL DRAWINGS 1�1�
CARRYING SEDIMENT OVER THE DAM. Released for permits only,
not released for construction. •
4. ADD STONES TO DAM AS NEEDED TO .
MAINTAIN DESIGN HEIGHT AND #1 R�-RAF
�,�TOSS-5 ECTI ON .
PLAN A FULLY GRASS STABILIZED
I' VARIE- llpnultl,� .0IIIII(II "r4; W
E MIN NATURAL GROUND NATUKA_ GROUND ``,L yGIN I�,r` .`4 Ess"
CAR
3: 1 OR 3: 1 OR 0 „
o' MwIMUM FLATTER 2' FLATTER\/\/\/\ " F SEAL
Ox/l/
X �X DEPTH VARIES cZ C-438''-0147Q
� �v � �fi-
/CARRY RIP-R4P OF SRILLWA (YF` S DES /�//
a 1 RIP -RAP P) \� \ 1 9 S 3
/\! / ,'Illlfl lllllll��, /IIIIIIl111`
MINIMUM FREEBOARD \\\\/\\/\\//\\�/\\//\\//\�j/\\/\\/\\/\\\/ \\\\\\ jj 1�
/fib\ a EC UTILITY DE IS
18" INTO BANK (TYP)
/ / 0 51TE IMPROVEMENTS
#5 WASHED STONE for
VARIES CROATAN CHURCH OF CHR15T
SECTION A -A
TOWNSHIP #7/CRAVEN COUNTWNORTH CAROUNA
DETAIL EC3 -TEMPORARY GRAVEL * RIP -RAP CHECK DAM
DETAIL EC5 - TYPICAL SWALE SCALE: N.T.5. DATE: 1.5.11
PROJECT #: 20 1 0-02G SHEET: OG of 07

- L7 LD LD L LD LD —
I
I 24'
-223-- — - 22 2
yyy j / I 2 / rya
20'
I
j i I j - - I �
I I,
T
i PROP. STORMWATER
PP - 4,234 SF
2
24
25
g .
z7 a � . �`sCk' -"air-:
GRAPHIC S LE
0 5 O 0
LD �. LD LD
-2 29'
LID LD
27
—26— —�
- - 25 �� 1
1
PERM. POOL ELEV. 24.5'
INLET If 2 1 .5' +/-
POND BOTTOM FL 1 8.5'
3' WEIR @ EL. 25.5'
5' BERM L. 27.0 +/- G" X G" X G" TEE \\
5' 5' CAP W/ 1 .25" HOLE
1 0' VEG. SHELF @ ELEV. 24.5'
RIP -RAP LINED
ONCRETE (3,000 PSI RIP -RAP LINED
(FIBER REINFORCED) P-OUT
ON 4" ABC STONE G" SCH 40 PVC TO DRAIN
PERMANENT POOL
OUTLET PIPE DETAIL C-C
N. L5.
SCREW PLUG
FOR MAINTENANCE
ABC STONE PAD
I I I I I I
10,0' 15'; -F' IE5 1' rt- 5,0' --t-- 5.0' --I-- 6.0' r1l-3.0' 1
CROSS SECTION "B-B"
I I I I I I I I I
1--3-0' —y— 6.0 --7— 5.0' —j— 5.0' --i— I 1.01 --y— 3.0' (VARIES) --r— 12.0' , �� 31 .O' (VARIES) --y—
CROSS SECTION "A -A" - POND LONGITUDINAL
/ ": 6'
POND TOP: EL. 27'
LD
LD _ LD
D �
/�_Co verflow Weir
I Ic
I
l7 I
O
N
I
I
27, 10' I
_q4ftw=wM
I
POND VOLUMES
1 0' Ve'l. Shelf
Perm, Pool
Pond Graded Soil // /����7
1 2" Modified Sod
SOIL MODIFICATION
/ ":5'
VEGETATIVE SHELF PREPARATION * PLANTING
3' TOP WIDTHI . 501L PREPARATION - THE CONTRACTOR 15 TO EXCAVATE BEYOND THE FINISHED GRADE OF
REINFORCEDD)) onn 44" CONCRETE PBER THE VEGETATIVE SHELF BY 1 2" IN ORDER TO INSTALL 1 2" CF MODIFIED FILL AS INDICATED
CONCRETE WEIR " A6C
BELOW.
3' 1, 4' LENGTII = 5' 3' 2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHE) GRADE THROUGH THE
6RA55ED CONCREre POND TOP EL 27.0' PLACEMENT OF 1 2" OF MODIFIED SOIL. THI5 SOIL SHALL EE MODIFIED TO INSURE A 501L
: +/-
PH OF APPROXIMATELY G, WITH A MINIMUM OF 10% ORGAIJIC MATTER. OFF5ITE COMPOST
CAN 8E USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL LIME CAN BE USED
4:1 WEIR TOP EL. 4: \,\\�/\\ /\\\ \ TO INCREASE THE 501L PH.
3. THE CONTRACTOR SHALL STRIP AND STORE SITE TOPSOIL PRIOR TO POND GRADING
ACTIVITIES FOR THE PURPOSE OF TOP DRESSING THE POND. AND BACKFILLING THE
VEGETATIVE SHELF.
VEGETATIVE SHELF PLANTINGS, AS INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAYS
OF /\/�\// /i\\��//i/i %i\/\`//fi✓i�/}\///\/i:%\ \//\\/ \//\'///\\\ �\\//� �' /\ INSTALLED BETWEEN
OCTOBERN ST AND I MARCH HI ST. IT 5ALLOW ARECOMMEN ETER PLANTS D TO 15TTALNOT TO E ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL 15T AND AUGUST 3 15T.
5. SLOW RELEASE FERTILIZER IS TO BE INSTALLED TO EACH PLAN- WHILE BEING INSTALLED.
CONCRETE WEIR DETAIL D-D SLOW RELEASE FERTILIZER SHALL FEED THE PLANTINGS FOR A MINIMUM OF 12 MONTHS.
N.T.S. G. THE OWNER 15 TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF 15
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDURES ON FILE WITH
NCDENR,
7. FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING
SEASON, ALL PLANTS THAT DID NOT SURVIVE THE INITIAL APPLICATION SHALL BE REPLACED
AND/OR REINSTALLED.
8. WEEDING SHALL TAKE PLACE AS NECESSARY IN ORDER TO EXPEL UNDESIRABLE VEGETATION.
9. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR
PURCHASE INFORMATION. CONTAINER SIZES VARY, BUT _YFCALLY ARE OF DIAMETERS
LESS THAN 4"
1 11 I I I
5.0' --t-- 5.0'
Pool
Pond Graded Soil
1 2" Modified Sod
SOIL MODIFICATION
— / ":5'
U LJ U- U U U
' w
tAr ) -t-rt} IDw) -. -1.. Fir. ) t ri) 15w) -.. I _Nr )- It ri 3.. 15w
Ar = Arrowhead (Saglttarla longlloba), PI = Pickerel weed (Pontederla
corada), Sw = Sweet flag (Acoru5 5pp.)
VEGETATIVE SHELF PLANTING DETAIL (TYP.)
/ ":5'
0
PROJECT REVISIONS
NO. Of5CRlPTION BY
i
0
OWNER/DEVELOPEP ^r.(
CROATAN CHURCH Of CHRIST •
3445 OLD AIRPORT ROAD r
NEW BERN, NC 28562 W
W
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD ` O
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR W
ROBERT H. DAVIS, PL5# L-2432
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 28562 A
W�
FINAL DRAWINGS a
Released for permits only, �/� •
not released for construction. V J
1 �
C
VG,I,N +� ririr �,� �� , Rol rrrr
Y5°ogP OR g? �c ?4°4E S job r
F ' SEAL = 9 =
o-438 0147
C �'' -
rri�t*tl gg3*t`11�
Ir„,tt,tt
STORMWATER D TAILS
SITE IMPROVEMENT,
for
CROATAN CHURCH OF CHRIST
TOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: N.T.S. DATE: 1.5.1 1
PROJECT #: 20 1 0-02G SHEET: 07 of 07

F171
CD D
CL
0
U jW
14¢ ..
mp
NC GRID NAD 83 Coordinates
per PC: B G: 191 H
N - 47$ 950.22 feet
E - 2.598, 722.03 feet
0
EIP
SIP N 05'84'40' W
48.71'
ETPM 40.03•
8 B7'27'Bm E
LINE BEARING
Li S 05*15.56, W
L2 N 04.48.23• N
LEGEND
EIP - Existing Iron Pips
SIR - Bet Iron Rod
of - square feet
Ex - Existing
C/L - Centerline
R/W - Right of Way
Intx - Intersection
DISTANCE
8.15
5.86
GRILLES
214E-4
( 2 )
7% 326 +/- of
411E Old Cherry Point Road
( I )
19.938 +/- B f
4117 Old Cherry Point Rood
Lappega Per
am 2301 P. too
005 +/- of
N 97'27'56e N 2N.66'
IRELAND
2901-166
0
to we
to
SITE
VICINITY MAP - not to scale
NOTES
CERTIFICATE OF SURVEY AND ACCURACY
I. ROBERT H. DAVIB, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UBDER MY BUREIVIBION ON
MARCH 2. 2605 AND UPDATED DECEMBER 13. 200, DEED DESCRIPTION
MOW RECORDED IN BOOK 9702 PAGE 402. nlAT,Tai, MOARIEB NOT
SURVEYEO ARE CLEARLY INDICATED. TMU�L M"'Pa ZSZOM AS
CALCULATED IB 1/10.000+. AND TNT? .MAp. PARED IN
ACCORDANCE WITH DE 47-SO AS (�, - ESS:,�,'•- �.
WITNESS NY ORIGINAL SIGNATU IlZ sr i THIS
IM DAY OF DECETBE R 21MIS.-
PROFESSIONAL NANO SU1RV&OR L'2432..
T N• ..�`
••d•�71 t16/'Ic
I. ROBERT H. DAVIS. CERTIFY THAT THIS SURVEY CREATES A
SUSOIVISION OF LARD WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF L-AND.
/7-/3-lo _ •r / .
DATE PROFESSIONAL LAND BURVEYOR L-2432
CER, FICATE OF OMlERBIIP AID DEDICATION
I HERESY CERTIFY THAT I AN THE OVER OF THE PROPERTY SNOW AND
DESCRIBED HEREON. WHICH IS LOCATED IN THE SUBDIVISIOW
JABHISIDICTIOM OF THE COUNTY OF CRAVEN AND TWAT I HEREBY ADOPT
THIS PLAN OF SUBDIVISION PURSUANT TO ARTICLE III. SECTION 304
OF THE CRAVEN COUNTY SUBDIVISION ORDINANCE WITH MY FRq CONSEMIT
AND ESTABLISH MINI" BU TSB LIRI i AS
1 g.- % 11-10 \
DATE OWNER
CERTIFICATE OF REVIEW OFFICER
CRAVEN COUNTY WORM CAROLINA
p•
p
O
THIS RECOMBINATION PLAT DOES NOT ADDRESS THE ISSUE OF THE
d
EXISTENCE OR NON-EXISTENCE OF WETLANDS WITHIN THE
RECOMBINATION. THE ENFORCEMENT OF WETLANDS REGULATIONS UNDER
I.
REVIEW OFFICER OF CRAVEN COUNTY,
i'1
SECTION 404 OF THE CLEAN WATER ACT AID SECTION 10 OF THE RIVER
CERTIFY THAT TN MAP PUT TO MHICN TNIS CERTIFICATION IS
=
AND NIAIBOIi1B ACT OF 1aSG I8 WITHIN THE JURISDICTION OF THE U.
AFFIXED IffT'S ALL BTATUYORY`J_��^4`R9 FOt ISO.
m
B. ARMY CORPS OF ENGINEERS. INGUIRIES CONCERNING WETLANDS
MATTERS SHOULD BE ADOESBFD TO THAT AGENCY.
``
a Js
v �!fii
<
DAVID T. CRAIFOD Reeoebinetlon Division CONSISTS OF 2 LOTS -
DATE I REVIEW! OFFICER
•
2.11111 +/- ACES
m
0
N
LOT LINES ADJACENT TO STREET RIGHT-OF-WAY ARE SUBJECT TO A SO'
UTILITY EASEMENT.
MINIMUM BUILDING 99TRACK REaN1111901T8 ARE 30' ALONG FRONT LINE.
CERTIFICATE REGISTRATION TRATION 8Y REGISTER OF DEEDS
G
10' ALONE SIDE LIM AHD 15' ALM REM LINE.
CRAVV COUNTY CdeRY NIORTH CAROLINA
LOTS ARE SERVED BY A PUBLIC SEWER SYSTEM BY THE CITY OF NEW
SON AND A PUBLIC WATER SUPPLY SYSTEM BY CRAVEN COUNTY.
FILED FOR RIMUMTI2N 04 THE _AC OAY OF `
THIS PROPERTY SCALES WITHIN AN UNSHADED ROE X ACCORDING To THE
2010. AT 1� ( A.M./P.M.) AM OLLY RECOFWM IN
FEDERAL EMERGENCYMANAGEMENT AGENCY FLOOD INSURANCE RATE IIAP
p
3700542700 J• DATED JULY 2. 2004. THIS STATEMENT DOES NOT
PLAT CABINET SLIDE LIa AND
US
SI1M81CM THE ABOVE REFERINCED MOP.
_A_
,, oo tt rr yy tt__
Off0 BOOK PARE
0
M
REFERENCES; OR 2702 P. 4DE
OMM1Ft DAVID T. CRAIFO D
1117 OLD CIEIWY POINT ROAD
0
Was UM MOM CAROLINA SWISS
282-670-1201
COPYRIGHT 2010. W ERT H. DAVIM PLS
ALL RIGHTS RESERVED. ADDITIONS, DELETIONS, AND/OR
am
REPRODUCTIONS APE PROHIBITED. ONLY COPES
IFIED.BY
goNBI�p,�IIB�'�RppRRR��gRBypRIIIIIEIIIIpBp��B�pujjBBBBIIIIIIII
DD,,�BB�MM��EE®®�D'�DBODI,��IIppBD�� 'IM'MIII'ID'RBBNIGBI�
IBNYYUBINaafNNWN1aUBSYS�■0{GOM01R
WITH EN DEEDS SI BE SEAL 0 LIVE ORECERTED
O BLEB
p
C
r
Image ID: 000001887032 TYPO: CRP
Reco2010 at rded:AMFISSION
STER OF DEEDS I S GRANTED
eAmt- $21.00 I of
TO MAKECOP
o
Workflow# 0000038572-0001
m
Cray" • NC
Sherri 0.. Richard Register of Deeds
I
BK29 '04 po900
I.
FINAL MAP OF THE
30•
DAVID T. CRAWFORD
to up
CERTVICATE OF APPROVAL BY 92DIVISION ADMINISTRATOR
Recombination Division
THIS PLAT REPRESENTS A SURVEY OF PROPERTY THAT 18 NOT SUBJECT
4115 6 4117 OLD CHERRY POINT ROAD
TO THE APPROVAL OF THE CRAVEN COUNTY BOARD OF COMMISSIONERS. 1
W
.r.
of
HEREBY CERTIFY THAT THIS SURVEY IS EXEMPT FROM THE CRAVEN
NEW BERM, NORTH CAROLINA
..
COUNTY SUBDIVISION ORDINANCCE AND MAI BEEN APPROVED FOR
8
r
DEEDS OFFICE.
RICO DATIOI AT THE DRAVEN Cowes
to ��
07 TOWNSHIP CRAVEN COUNTY
—qF
• w
DATE MSION AOIIIH9TIATCN
m�
ROBERT H. DAVIS, PLS
SURVEYORS AND PLANNERS
$
«.9
Graphic Scale 1' - 40•
7175 HIGHWAY 70 EAST
!V
NEW BERN, NORTH CAROLINA 26562
m
$::
phone/fax [phone]
as f
0 90 20 40 ® ao 100 120
Revised 12-13-10 06047.02

1 Ul 1 f
V
NC GRID MAD 63 Coordinate
per PC: 8 S: 12l H
N - 473. 00.22 feet a:
EIP E - 2.598. 792.03 feet m~.
BRICE$ CFEDt ISLE � M
Z 2149-478 6 S: 5
ED
r
g
I
SITE
VICINITY NAP - not to scale
N O T E S
CERTIFICATE OF SURVEY AND ACCURACY
I. MOSERT H. DAVIS, CERTIFY THAT THIS MAP WAS DRAWN UNDER NY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION ON
MARCH 2, 2005 AND UPDATED DECEMBER 13. GOLD, DEED DESCRIPTION
WON RECORDED IN BOO( 9702 PASS 402.�M, T"TsiN MOARIES NOT
SURVEYED ARE CLEARLY INDICATED. TMA]1° AS
CALCULATED IS 1/10. 000+, AND THIE�t ..R1Ap. �PAAPUNO N
ACCORDANCE WITH 69 47-90 A9
WITNESS NY ORIGINAL BIaNATURr •lam MANGER'-AjIL TM28
13TH DAY OF DECATSER 2 06.
PROFESSIONAL LAND &W&fM LV43a .-
- Q'B
I. ROBERT N. DAVIS. CERTIFY THAT THIS SURVEY CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS AN ORDNANCE THAT R(EGU AAJTEES PARCELS
DATE PROFESSIONAL LAND SURVEYOR L-2432
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AN THE DOER OF THE PROPERTY SHOWN AND
DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBIOVIBION
JlRISIDICTION OF THE COINITV OF CRAVEN AND THAT I HEREBY ADOPT
THIS PLAN OF MMSY1510M PURSUANT TO ARTICLE III• SECTION 304
OF THE CRAYON COUNTY SUBDIVISION QDINANCE WITH MY FF4 CONSENT
AID ESTABLISH NNIM W TNi�B LII AS N O .
DATE OWNER
CERTIFICATE OF REVIEW OFFICER
c
p
CRAVEN COWRY WORTH CAROLINA
p
O
THIS RECOMBINATION PLAT DOES NOT ADDRESS THE ISOM OF THE
a
EXISTENCE OM NON-EXISTENCE OF WETLANDS WITHIN THE
AT
RECOMBINATION. THE ENFORCEMENT OF WETLANDS REGULATIONS UNDER
I.
REVIEW OFFICER OF CRAVEN COUNTY.
2 )
'
CI
SECTION 404 OF THE CLEAN WATER ACT AND SECTION 10 OF THE RIVERS
CERTIFY TTN MAP PLAT TO WHICH TNIS CERTIFICATION IS
N
75. E +/- of
=
AND MARSOURS ACT OF IBM IS WITHIN THE JURISDICTION OF THE U.
AFFIXED NEW ALL STAT FOR INS.
-'
It( co
Z
411E Old Cherry Point Road
8. ARMY CORPS OF ENGINEERS. INQUIRIES CONCERNING WETLANDS
MATTERS SOU BE ADDRESSED TO THAT AGENCY.
� .
pl. /S
8j
m
+
<
DAVID T. CRAWFORD Meambination Division CONSISTS OF 2 LOTS -
DATE REVIEW OFFICER
IL
�
�
,II
2.18E +/- ACEB
m
oa
LOT LINES ADJACENT TO STREET RIGHT -OF -MAY ARE SUBJECT TO A 10'
n
go
UTILITY EA8@BI1.
_
Z EIP
,
MINIMUM BUILDING SETBACK REONIREEMTS ARE 30' ALONG FRONT LIE.
CERTIFICATE OF REGISTRATION BY EA OF OffD6
to, ALONG am LINES AM 15, ALONG NEAR LINE.
w
CRAVEN COUNTY NORTH CAROLINA
9V
m
A,
a
a
O
LOTS ARE SERVED BY A PUBLIC SEWER SYSTEM BY THE CITY OF NEW
�
BERM AND A RELIC WATER SUPPLY SYSTEM BY OAVEN COUNTY.
FILED FOR REGISTRATION ON THE DAY OF `
a o
J
w
THIS PROPERTY SCALES WITHIN AN UNSHADED 7DNE X ACCORDING TO THE
2010. AT /t.Jh ( A.M./P.N.) AM OULY RECORDED N
ENT
FEDERAL ENERSENCY MANAGEMAGMY FLOOD INSURANCE RATE NAP
O
9720549700 J• DATED JULY 2. 2004. THIS STATEMENT DOES NOT
PLAT CABINET SLIDE LU-8— AND
O
-
9UPSICE E THE AIM REFERENCED MAP.
DE® BOG( �, 9l y PACE S
a
M
R � 9702 P. 402
3E
OWNER DAVID T. CRA1FOD
4117 OD (h6pY POINT ROAD
V
NEW BERM, NORTH CAROLINA :OM
REBt1TE9-W OEM
202-670-1201
am
aP N 85054'40' W
ie I..
6 67'27'561 E
LINE BEARING DISTANCE
Li S 05,16'55' W 9.16
L2 N 04'46'23' W 6.86
LEGEND
KIP - Existing Iron Pipe
SIR - Bet Iron Rod
sf - square test
Ex - Existing
C/L - Centerline
R/W - Right of May
Intx - Intersection
(1)
19.05 +/- of
4117 Old Cherry Point Road
L.appage per
DE 2301 P: 168
WO +/- of
N 87'27'58e W 2D.65.
IRELAND
2303-188
Am
0
0
0
0
M
Cl
CL
a
:N
a
0.66' We
to KIP
IIHHAGNM8146111 1YD 1111WEUI111
Image ID: 000001887032 Type: CRP
Recorded: 12/15/2010 at 11:57:02 All
Fee Amt! $21.00 Page 1 of 1
Workflow# 0000038572-0001
Craven. NC
Sherri 8. Richard Register of Deeds
BK2964 PG900
CERTIFICATE OF APPROVAL 5Y SUBDIVISION ADMINISTRATOR
m THIS PLAT REPRESENTS A SURVEY OF PROPERTY THAT 18 NOT SBJECT
yK TO THE APPROVAL OF THE CRAVEN COUaHTY BOND OF COIMISBIOMERS. I
HERESY CERTIFY THAT THIS SURVEY I8 EXEMPT FROM THE CRAVEN
w w COUNTY SUBDIVISION ORDINANCE
I�JAN�DD MAN
@KEEN APPROVED FOR
« E:O CATION AT THE rRA
jr RVBI CONT2 DEEDS OFFICE.
a h
m .I W
�
• m GATE ION AMIIIBTMTCR
mti
w�
= X
u
Graphic Scale 1' - 40'
M t�i
S:.
m }° 0 10 20 40 W so Add ISO
COPYRIGHT 2010. ROBERT H. DAVIS, PLS
ALL RIGHTS RESERVED. ADDITIONS. DELETIONH'a. AND/CR
©FOMOUCTIONS ARE PROHIBITED. ONLY COPIES
WITH ORIGINAL SEAL 6 SIGNATURE OR CERTIFIED BY
REGISTER OF DEEDS SHALL BE CONSIDEFED VALID.
REGISTER OF DEEDS IS GRANTED
PERMISSION TO HAKE COPIES.
FINAL MAP OF THE
DAVID T. CRAWFORD
Recombination Division
4115 6 4117 OLD CHERRY POINT ROAD
NEW BERM, NORTH CAROLINA
i7 TOWNSHIP CRAVEN COUNTY
ROMT H. DAVIS, PLS
SURVEYORS AND PLANNERS
7175 HIGHWAY 70 EAST
NEW BERN. NORTH CAROLINA 28562
phone/fax [phone]
Revised 12-13-10 08047.02