20100965 Ver 2_More Info Received_20210803

Strickland, Bev
From:
Bobby Billingsley <[e-mail]>
Sent:
Tuesday, August 3, 2021 3:46 PM
To:
Pullinger, Robert C
Subject:
[External] Carolina Club Site (Craven Parcel ID 7-035-002) - Stream Determination
Application (2 of 2)
Attachments:
CarolinaClub_Preliminary_8-2-21.pdf
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Chris, attached is the preliminary plan. File size was too large to include in original email.
Thanks,
Bobby Billingsley, PE
[e-mail]
ThomasEngi neeri ngPA.com
THOMAS esr 1983
ENGINEERING, PA
Phs. Address: 1316-B Commerce Drive
New Bern, NC 28562
Mail Address:
PO Box 1309
New Bern, NC 28563
Office :
252.772.8011
Mobile:
252.671.2408
Fax:
252.636.2448
Virus -free. www.avq.com
1

N cGHIN" MONUMENT 111111 ADJACENT PROPERTY OWNER TABULATION ##
"McGHIN" �
N 472924.38
_ E 259z258.48 _ - - _ / - - � l D - '
_____________ _ __ _==-___- _= ==------------------- \--, x. Design (SRY21C) ---------------
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/ _ �\ / \\ `� // I`,I I J' \ - i '` o� 9602S� '� jm 0.27AC I 10006SF y�///�� ---�•• \\ ' / -
\ I / o L 0.23 AC / l 5 `� •
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TAG
PARCELID
OWNER MOW ORFORMEJ4LYj
ADDRESS
DB
PGG
01
?-03?-0i2
4MLLIAMHBARBER 7RUS7EE
4024USHWY70E
3d55
74a
02
7-037-018
LifLLIAATHBARBER THUS 7EE
4022USHWY70E
35ii
T03a
03
7-035-00i
G0,RYA4 ALEONA M CA,SHV&L!
4020 USHWY 70E
2302
345
0#
?_OU_OTa
LULLARDN WESIT,JR.
4018 USHWY?0E
792
85T
05
?-034-020
SHEREERAYNOR WATIWRZHT
4014 USHWY 70E
2957
571
08
7-034-0i5-E
J'OSEPHS.AAPRILD.NICHOLSIM
4012USHWY70E
28'J0
d49
0?
?-03U-0i?
SHARELLBHUTCFENS
40i0USHWY?0E
21740
803
08
?-0344T5-B
JONATHANOWENS
4005USHWY70E
3553
T045
09
?-03"T5MC
VIf1LIIlAHBARBER TRUSTEE
4003 U.SHWY70E
85TT
T93A
i0
?-034-0i5-A
IAfLLIAMB BARBER TRUSTEE
4000 USHWY?0E
35TT
T93a
11
7-032403
ANNABRADFIELD
42 T E. THURAAK RD
i34i
5S8
12
7-032-004
JOHNA. & KAY E. SHIELDS; JR
4i9 E. THURA4W RD
iS20
449
i3
7-032-005
ELISEJWPIDYPCHA,K
4i7E.THURA414NRD
2890
079
1#
7-032-000
JAMESGUY ACKETFE.JR.
4T5E.THURAWN'RD
2352
378
15
7-032-007
W3LIAMMSANDERS
4i1E.THURA4WRD
W37
ii4
18
7-032-043
GENE CARLTON& JESSICA BOODWARD
470E.THURAMNRD
3l20
330
i ?
?-032-008
RICHARD D. & I/IRGINIA L. SELLHORN
49? E. THURM&W RD
2703
349
i8
7-032-044
UIRGIATAL.ST.A7EN
403E.THURIIYNRD
TT24
7i0
I
7-032-0T3
JAAfERAY A SHEILA RA YALLEN
40i3OLD CHERRY POINFRD
974
233
20
?-032-0i4
JOHNH WrLLIAMS;JR.
40 T5 OLD CHERRY POINFRD
2884
093
2i
7-ow-N3
JOHNH.NdLLIAIZ
40 TO OLD CHERRY POINTRD
278T
I194
22
7-035-004
GARYGARERA
402TOLD CHERRY POINFRD
W74
574
23
?-035-005
PATRICK Jd BERA4NGG,HAM
40,23 OLD CHERRY POINFRD
T335
732
24
7-OW-000
KELLYHBECK
4025OLD CHERRY POINFRD
T054
92T
25
7-035-007
TOO BUSINESS PLAZA. LLC
4027OLD CHERRY P'OINFRD
352i
T05i
26
?-035-023
JOEL D. I SHARONJ D UNCAN
4i01OLD CHERRY POINFRD
Wag
540
2?
7-OW-009
ROBERTJAIMESCRAB TREE
4 T05 OLD CHERRY POINTRD
T558
48i
28
?-035-010
ROBERTJAAESC.RABTREE
1i07OLD CFIERRYPOINTRD
T558
48T
29
7-035-0fi
SHIRLEYJEROME
�109OLD CHERRY POINTRD
?75
Tag
30
?-035-0i2
JDPW C. 11 CAROL A REED
c, rr OLD CHERRYPOINFRD
2950
098
3i
?-035-0i2,A
JEFFREYLEEADONNAI�LSON
L,'gOLD CI-ERRYPUJYTRD
2403
308
32
?-03?-0i9
BRICES CREEKBOLECHUNCFJ
4250 U.SHWY70E
2i49
409
33
7-OW-025
CROATAN CHUNCHOFCHRI.ST
4TT5.OLDCHERRY POINTRD
Na7
T07
3. PARCEL ID# 7-035-002 & 7-035-030.
4. CURRENT PROPERTY ADDRESS IS 4016 E US HWY 70.
5. PROPERTY ADDRESSES HAVE NOT YET BEEN ASSIGNED AND TO BE ADDED ONCE PROJECT
APPROVED AND ASSIGNED BY THE CRAVEN COUNTY.
6. TOTAL PROJECT ACREAGE IS 50.49 AC ±.
7. THE EXISTING SITE IS PRIMARILY CLEARED FIELD.
8. ANYAERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT
ACCURATELY REFLECT ACTUAL FIELD CONDITIONS.
9. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S
ASSOCIATION.
10. ELEVATIONS ARE BASED ON NAVD 88.
11. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
12. PROPOSED PROJECT IS HIGH DENSITY, WITH MORE THAN 24% COVER, AND PROPOSED WET
DETENTION BASIN STORMWATER CONTROL MEASURE.
13. THIS PROJECT DOES NOT SCALE WITHIN THE 100-YR FLOODPLAIN OR FLOODWAYAND SCALES
WITHIN ZONE X" AS PER FLOOD INSURANCE RATE MAP 3720549700K, DATED JUNE 19, 2020 AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
14. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN.
15. RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF BRICES CREEK
(27-101-40-(1)).
16. THIS SITE CONTAINS NO KNOW BLUE -LINE STREAMS, HOWEVER, A BLUE -LINE STREAM
DETERIMATION AND CONFIRMATION IS CURRENTLY IN PROGRESS.
17. NO KNOWN SECTION 404 WETLANDS EXIST ON HTIS TRACT.
18. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
o\ � 7200 �F \ \ n / 7200 SF � \ r - 5' MB_Tz' �I B ° \" > 1 - \ "I I N �246 SF u, l • I FOREBAY /' / / • /m - - / / _ °43 _ A. 10 FOOT EASEMENTS ALONG ALL RIGHTS -OF -WAY.
1 / o\� /0.17,AC-- \ a yo/ � \\ \ --7 MI 1 u-;� S,M� \N 5'MBL-t33L--7' lm /0.21AC 44 • I / 1'/' COMMONAREA'C'//i lh O�Tm s�B� oo') 8. 10FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES.
l \ \ /, L'_' _ \ g, N 0.17A1i;M1 IA. � 4 t' - I �_ - l\ CJs g/ /� <� / r
\ \` $ a"e _ \ \ GE Es , 1 p -� _ -- / / • 96 h/ y \ /T so' C. 10 FOOT EASEMENTS ALONG ALL REAR LOT LINES.
\ L-' \ 36/INA I \_ �II 4SF I - �� 68 �\ ` s'MBL _ 1 -� /\ }�=_L-___ / • /�� / , /
I \ L��1 \ W b \ L_O RA /(, 27 NI \ \� - N \ �I / \ - • \ \���� , J / / '/
\ 5 MB 25 \ \ r 12p'i-' m\ \\\ 0� 19 AC I 1� N \ 7200 SF ,� \ ' 7S r 1 , �120' o IBi • \ I I_ / • / 8921 SF / / 4c / m x414 D. OTHER EASEMENTS AS SHOWN.
�' , \m 7200SF N� ` 1-/� 14 -\� ` MgL---_ \ M M - /- �, _ \/ • p\ I-� f�• 0.20AC/ ' 9�\ h/ 19. TYPICAL MINIMUM BUILDING SETBACKS AREAS FOLLOWS:
1 \0 0.17AC5' _ \m 1 • • /K h . / v ,Ism '\
-11 I \ 5' ,- N _ 9330 SF / o / \ m'( / \ _ - / / / f / s
/ \� 7200 SF =\ ` -' � � \ \ \ -X \ _ i _ �1 \ gam- h • WALKING' • 4 / 882�S� / \ g / Mew A. 20 FOOT FRONT SETBACKS
/ o y,� � 0.17AC5'-L ` r's' 8 ,\ , �'-_„�ors'Molm\ \� 0.21AC �\ m) �' • • ••••p••• / d:2DAC /98 / <\
/ / \� y M _' -_ c� MB I - \ \" / �\� ') `� ••••• • 2p'M / / / 4t / b / / \Js 1 \ o / \�\ o \ - _ 95 3 F B. 5 FOOT SIDE SETBACKS
- �I-- I -- ,\ \_N - I\, � / i , 67, r \� \ S.Mg� '' -1/ / \� 2AG15-fig' \ /zo\�� / / / / � 8685SF/ / 0/ /� 1is, _ \\ C. 15FOOTREARSETBACKS
I20 --' \m 7200 SF ' \ / - _ � / m M \
/ L-- MBL m\ o \ /- �_ I \� 1 u __ '/200$F \ I\,-' -\2U '\ - `` \/' / � 40' <�o• / / / 0.20AC/ 99 C,/ /s B<
��5 26 1\ �\ \; 0.17AC - / -a m \� / BL-I, r -' y5' o E R=230. �$ 41 -- / � / /, > D. OTHER SETBACKS AS SHOWN AND NOTED.
l' ,I\ '7200-8F -\ fix\ 13 \� I\ S,MB��,-,tea_ >Im % \N 0.17AC5''-- ��3 \ �\ �'-/ `_�- / / / 8457SF / so,
m /, - s � -J / / / 4� 20, PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY CRAVEN COUNTY.
I / o / 7200 SF `\ I \, - \ m \ 1 \ 77 \ _\ s , / o s
THE TURF CLUB LLC o\� 0.17 AC _ _ L I �L i ' o � MgL \ m \ %/ ��'M, / / 0.19 AC/ try 100 y j 21. ALL SINGLE FAMILY DETACHED LOTS SHALL PROVIDE A MINIMUM OF TWO 2 OFF-STREET
J - L ° d- 0.17ACsMB_ (~'S'I 9 nV 1y6'-�� \ I cy,\� 886'6zSF_/ < / / / / / /� % ( )
\ 5__ ,_-� z m \_ \ \ �� ' � S' z_ \ \ ° � f, 6 %/ / 8131 SF / �/ \- PARKING SPACES.
PARCEL ID 7-035-002 _ \ ��� \ m\ o 5 Mgi \ I I \m 17200 SF \ - a 66 1\ �\ \ M� -' J I / l 0.19 AC 101 / o , 22, THE TOTAL NUMBER OF LOTS IN "CAROLINA CLUB" IS 175.
NIB - �- t / / �� \ m/ / m \� oI 15' o M / / / A'ti h/ /m ?O
\�5 27 0\ \ \� z\\� \ 0.171AC -- - o�� o,_ �Y006SF I I\''- �MAILKIOSK� \ C- / �5 S S) 11 � 12 �\ \� MgL-- a Mg, I N / 7s uNITs t so, / 7805 SF / ,, � � F 1 23. THE AVERAGE LOT SIZE IN "CAROLINA CLUB" IS 8,681 SF.
DB 2327, PG 688 / / m 7200 SF "\ \ � --1 o Io 15' _ \ IC/ 20 / 0 6 .
I. / / \� 0.17 AC _ f -\ml 7200 SF \ I �- ��2p \/ o v\� 0.20 AC - / ° g-- g� \ O so, �e< / l 0.18 AC/ 02 / /� ? ?s. '\ 24. THE MINIMUM LOT SIZE IN"CAROLINA CLUB" IS 6,617 SF.
PLAT CAB. H, SL 24H `' \�` 5, ---' - )o _' �I ` MgL-�Q n 10 A9-'_-'gs i ' 152'S'� m�ti , 20`.�e� 60, _� �2pM j / �89SF, /�_, B<��� 1�_ 25. THE TOTAL LENGTH OF STREETS IS 7,354LF±.
MB 0.17 AC 5' - 6' 0 _
`\ I-_' �2p�� �\ / \" _g51 `I\ m °' \ B< 0. , - `� n 26. THE AVERAGE LOT WIDTH IN "CAROLINA CLUB" IS 60 LF.
49.23AC± \___ t. m\ o \. y'M ,\I \� F "\ / '�8866SF/--, r � /- > `o / J l / U84'C
- 0\'///
/� / ( 5'Mg 28 �\ --�� m I 0.20t�C s \m0.20 f j Ay // Q �Q 151 / / \ �O'\\ /�?0, / /F .�, /fie ,S 27. SITE TABULATION:
\ , / ti ' \ 7200 SF ' \ `� 11 \ t \` \ , MgL - �/ -\ , __''\\ -- L - Q7200 SF / < r0, � 7 B� / %AC �/ `3 °'B<1\ LOTS: 34.88 ACRES
/ �/' �� 0.17AC--� \� 8866 SF \II \�-I-g5' -- /m 0.17AC/ � 75U , 2p�� °',q/y, ei. "._o, / 104 , /-"f_ COMMONAREA/OPENSPACE. 5.35ACRES
BL _ L ,5 MB 175 m\ < _� q MBL \ �- / /^ �� / MB rp ra// s \ y , / 0�� , �_ 12 RIGHTS OF WAY. 10.26 ACRES
\` 5' M_ -' _ -1 _ \ N o.20 A�- Mg-, o _ h / < ob;
/ \ m / 8400 SF 6 , r� \ a / 9446 SF �i ,
- _ / _9 ' - - \ � / 18866 SF - � - I m\ 1- \S, �/ m I � � \ o / a , s \< / 6 / e o , �.
_ _ I�- \I \ -- - Mg m "\ 153 �\ ^\ - Me b /� 0.19 AC' U o / zBG s' / 0.22 AC ' /6� �- TOTALS 50.49 ACRES
r MgL 95 0 _ 15 \_ c,\� - _/ < / a49 / zo,� e\ / < ,/ /
I M y' ,I � \� m � I 0.20AC \ \- n\ -\ so: �� /h o, / / / MBA ss
2g �x 9, N -'" 65 \� \ \m �000 SF I CONCEPTUAL L W 6400 SF / < 60' \�ti C> 28. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES, UNLESS OTHERWISE SHOWN.
\ / ��� \ \ \, > MBL \ / � / - - ys- g, 2 / / / \ / 4 %� �_
32 <,'' \� 9000 SF ` \ m 8866 SF - \ ` / - - , --��\ `° \ - / 0 2f 4 ,MBL, `� PLAYGROUNDS, MB` ° �� , �° 0.19 AC (� 148 , / 2o,ye s6 \2'e� // ,/ MB/ / / 6 IPF '- \ 29. OPEN SPACES &COMMON AREAS SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME
----/ / D -\ 0.21 AC S- - - 3 \� 0.20AC L BL \ \ / ° / �7200SF ` '7 n s9' ss / // __ /'g 1-k- AS THEYARE DEEDED TO THE PROPERTY OWNERS ASSOCIATION.
/ / %� 95' _'-� b \ N �5' ' �_y M 1�4 m \ a -/ \`/\ \ DOG WALKS, & ° ,s 'm/ /m j / / �� x� 124414 SF /5M �e< / 30. PROPOSED WATER SERVICE OWNER IS CRAVEN COUNTY.
\ / _ - / - > \ '12 -\ -\�- - / a\ " \ / \ OPEN AREA / 'fie y / 0.17 AC p 147 / �o- ? n a �q - /� /
J 5' Me'-- �� _ �-'� ^ 0 �' / m I N\ MB \ _ / 1 \ g / �'4 [ - \ o- 2i l
' �\ � ° 5'Mgr I8_JMa\ - - � ��-- (f w ',o' \ -' o „/ /b / /- "'e 13 / _ - a M m Q=fi m\ °o COMMON AREA 'D' / / \ \, g0/ /` 7200 SF / / , s \\@ / / -M,ro 31. PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN.
/ -5I MgL �\ g \ g5' _ I II \ l 88866 SF \ r \r ,\ � \` / 0.21 AC I 154 � \ FOREBAY \ v / �e h / /g� 0.17 AC 146 '�� /' / N O 32. REFUSE SERVICE TO BE PROVIDED BY GFL.
/- / /o\ MgL \` / 64 -` ' ✓`'- ''\ \ \ _}- --i �\ 60, -�/ /" �/ \ \ <� 106 / 33. PROPOSED WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
`-_'\ \4--�200 SF/ N\ - a \ '--4 - �\\ 0,2 AC ,�, \\m 4 \, ' \ ,o'Mgi12fl \ 9fi31 SF \ / - \ < / g / /m 9t48 SF/t / \ ,/ \ //
THE TURF CLUB LLC - \1 l L _ <' � 9b 0 ESM? - ' /' ' �s / /� 2\ �6263 SF` - J IPF ONLINE 34. FIRE HYDRANTS ARE TO BE INSTALLED AT INTERVALS NOT TO EXCEED 500 FEET FROM ANY LOT.
/ a\a-'0\171XC __� \ ' Sg ` I\` g< _ \_ P L / \ INpGE/ 0121AC 5,M8/ ^ �2 / _ \ �B< i b 0.2�Al �$ / o\ N @72.7'
- L %- / t ` T1u _ - ) \ 10 I- \, 0.24 MB 1 z0, v i- � \ � - / / \ 4 _/ so' l / m��` `� 1 \ I F \ 0.37 /A l y,M6 -' 35. ELECTRICAL TO BE DESIGNED AND PROVIDED BY DUKE ENERGY PROGRESS.
-'\ \ 5'`IIB _-'1 - \� OAC �Mg� m\ 12 ° \ -/ / 10'MBL 173 V J w ` /y'� /5Mg"s;B:" '' '%I �6?' ��,s'a,l o .off ,?�/ 145 �\\ `3 --�/�
PARCEL ID: 7-035-030 - \ \a Mg,- �' b' 1 �/ o\ / < $Q 'S�� o rn \w -- 36. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SHALL BE BY OTHERS. ALL
y� m\ �, \ \� \ ` \ - N\ / ',Y \ 8740 SF - / ^ uQ, / / I ! sy,T r.\S 0126 SF \ Iw \ _ 5' M `tom
( 7200,SF \ pl� \ \� N� =o / _ _ r� o � o \__- -/ m/. UTILITIES TO BE LOCATED UNDERGROUND.
DB 2327, PG 696 ,' \ � �/ 31 I-\ 'S MBL m \ �� m �' I I I , --
/ \ R\ _-i2d` �\ _� m\- \� 0.20AC -\ 155 /\ MB 7s /,'` I 1 - vl I 03, 0.23AC \ �/o
y\ \- /� 177_A6 _ / 3< F / \ b/ / - < _ / 16 m - ,S ' /\ r- 07 37. PROPOSED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND
l [ \ \m 9000 Sr �' 46 �� r MOB - \ ,\'" - a ri h , i�!s 4 P, / gI - � < � � � � \ � I \� � � PROFILE DRAWINGS.
PLAT CAB. H, SL 24H l \ 0.21 4E ' \ \ Iv zI\` / ' \ SO 0 $F / `�\ \ 5' n^g%'' r'' o\\ �\ o, 9125 SF / / r '" 1 / I m ,7 `0I - MBA M6 / ' /' m 1998 SF j /\
/ 7200SF \ 2b' m p / / \ ��- \ \ 0.21 AC / g 1� , hl I I I" / > / 6 IB sue/ 29 �\ 1
+ _ / \- \ - - gL , \ a _ 0 m\ o ;�'\� 1 y I _ - \ 1 i ^, ' I r 1' I 160 � / / , / / �"\ 144 m m 0.28 AC �/ � �� 38. PROPOSED STORM DRAINAGE SHALL BE A COMBINATION OF REINFORCED CONCRETE PIPE AND
1.05AC- ! - \\?Me�_'�_'� o N 0.17AC5'M- o �\ \_" O.JJjj ACyMB,� / C S,MgL \/\\ _ os\e< /= / / �56 I �I ` I > 0/ / / ?� T3 �/5 8 �\ u 1- M
m 72 SF N\ \ \A 31 -- \ / 9077 SF b y 1 h 1. ° M a HIGH DENSITY POLYETHYLENE HP PIPE.
/F- �Zp' \ \ --- ", a \� / I - , 172 1 I 15 _ 9190,SF /m \/ rs. I � 7994 SF o1 r IN s BL -� ^ ( )
/ L M
N I e I_
_ ' - .- -t 1 \ - /, "I 39. SIZE OF STORM DRAINAGE AND UTILITY PIPING IS TO BE DETERMINED.
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5"_'BL �°, `7� , L� ti0\- • /7 I \ J
A _ -7373 SF MB / / / ' WETDETENTION \ • \
/__ A, 7200 SF N\ 0 / r 16 \r \ / " / -- L. ------ TMBL JN r-_ l / • / / 1 I �
� I\� ° \m 72fSOSF `\� \mI /6 m1 r+-- 1 5'Me[ - ���-�% ��_0.17AC . '/ \) [, BASIN ✓\ /� 1 \ (
co\-,� 0.17AC _- o \� MB_ \� 9402SF . - I �32'- s'MBi 1 I - M _)c. / ' ' l�,
\- 5.MOL-H' _1 m \-N 0.17AC5 L \� of ml. - 'may \) �\� \�' B< / • �� 1 \ \ 1 � \ IPS\
(-i �_' �i0- � �\ � \ t-'- ---\ \_ 0.22AC "I IN I- --by glv l� � 7�-� 1 2 / r ?�'s,�� �/ i / / -- / / \'/ �• . _ \-
MBL �\ '''"_i20` SMBLm\� \ sMBL ___J NI Il 79YtSF7 �1 s- 1. 103�,$SFI I - m MB[ _ / 7\ \\ Chi - / z �k No°\\ z
C 6' 24 ,�` I _ 46i /. I I I / / \ / / • s'y, O?, \
-- 15 1_\ \------ __� /'0.18AG/5'MB,� of to --1; 94 m .11 \,�' / / r• _ B< so, �
\ �` - yp --\zs 0 24 AC / o o / ^ s F
Boundary Line Data
#
Distance
Direction
L 1
38.38'
N26° 30' 20"W
L2
124.25'
N32°32'08"E
L3
66.44'
N24° 38' 35"W
L4
110.75'
N82° 08' 18"W
L5
91.53'
N57° 52' 05"W
L6
58.72'
N43°31'52"W
L7
40.46'
N32° 00' 47'W
LB
60.84'
N35° 58' 03"W
L9
52.25'
N40°14'20"W
L10
33.04'
N38°23'20"W
L 11
58.61'
N21 ° 07' 54"W
L 12
87.89'
N8° 58' 19"W
L 13
50.64'
NO' 50' 11 "W
L14
134.48'
N29°58'29"W
Ell e ore you dig.
-_-_____ -- __-----__-_-.518°00'24"E 98.85' I W-�
rp
l 2 I
R/W EASEMENT R/W RAn/ I
_
_"�" _� --_� -- `
Ex
_
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( I /
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\- \I
GRAPHIC SCALE
-aw- _ _ � - - __;_
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-- 1 I-ww-"w-
r
rr
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ARIGHT OF WAY
z - -2 FRIGHT OF WAY -
_=_ _- -- _,
I 20++=2 _�-_
- ,w erry { ^ r Y = - -
/I ` I I
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\
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8 PAVEMENT &PAVEMENT
ioo <SR 11 ' >�
_ _-_
--
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_ -.
- 1ps
J
STANDARD LOT CORNER LOT
EP-EP - - ,/ 1
_- __ -_----------
- \
- -_
r
100 50 0 100
THIS SCALE APPLIES FOR
ro " "�� "'- "7i11
___
r __
___,�___ _
___
-
24"
' / 31,
IPF l /-/ /I
TYPICAL LOT ENVELOPES & EASEMENTS
24"X 36" SHEETS ONLY.
_
`' /
I
__ _ �'
\ \ /'---
-
I
`----'`\ `-
_t
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NOT TO SCALE
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LEGEND
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SYMBOL
DESCRIPTION
-
Property Boundary Lines
--------
Phase Lines
0
0
N
�^ (M�
�
0 __*
Lot Lines & Corner Nodes
7V
L
-1S
5
�
N'^
V l
N
- RNJ -
Right of Way Lines
- - -
Roadway Centerlines
i
m
...,
W
W
- - -
Property Minimum Building Lines
- - - -
Easement Lines
�:
-.1O
"S
Z
Q
N
Isolated Pond Areas
Proposed Lots
C)
-
10' X 70' Sight Triangle
rY)
ry')
-
Existing Contours
O
CIO�
N
Ln
N
Neuse River Riparian Buffers
- -
Proposed 8", 6", & 2" Water Lines
O
N
H
Proposed Water Valve & Box
1
C.,�
ttV,
O
Proposed DI Reducer
- -
Proposed Flushing Hydrant Assembly
♦/� I Proposed End of Line Blowoff
Proposed Water Service
S �_ I Proposed Sewer Manhole
ss - I Proposed Gravity Sewer Main
0
Proposed Sewer Cleanout
P-#
Storm Pipe & Label
®
Pipe Flared End Section
Outlet Protection
-
Proposed Ditches & Swales
PROJECT REVISIONS
NO. I DESCRIPTION I BY I DATE
CURRENT PROPERTY OWNER
THE TURF CLUB, LLC.
310 CRAVEN STREET
NEW BERN NC 28560
DEVELOPER
NOLAN COMMERCIAL CONTRACTORS INC.
PO BOX 7227
JACKSONVILLE, NC 28540
CONSULTING ENGINEER / SURVEYOR
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 1316-B COMMERCE DRIVE
NEW BERN, NORTH CAROLINA 28563
OFFICE: 252 637-2727 FAX: [phone]
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CAROLINA CLUB
SUBDIVISION
'A PLANNED UNIT DEVELOPMENT"
TOWNSHIP NO. 7 - CRAVEN COUNTY - NORTH CAROLINA
SCALE. 1" = 100' I DATE. 08.02.21
PROJECT #: 2021-007 1 SHEET: 01 of 03
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McGHIN" MONUMENT " ADJACENT PROPERTY OWNER TABULATION O##
McG�
N 472924.38
- w=-=-_-v-=--- --�-v_--=- --- �--�----✓--�----�--- ----2 �=-------- '-�--'=-=- ---�--=--=-- --Z =-= -=- �---� -�_ =� �_ -_'��--�-���, i \v%-' �"�� - , Ss°21,- �'✓-� _ I� _�_= R-5777 --= �-�- - ,-_------------ -- -----_-__ _-_l __-��---_------------'-�-_=-,- ---_--
_-
•Ex. Design (SRY21C) �-:==
A, ---------- ---- Per NCOOT TIP
Lr� 24 • °
Public - 32' B
1o'Fs - - _- _ ----- C-BC(Varies)-------------------------_----------
- ,-
-- - -- - -- - ---
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(CITY OFNB) --_ --- -
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WWI
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aki ♦ i _ i _ i k a + L ,� ♦ • k r �/ • a?• r� '' i
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/ / • • • • I - \- - " �� . 1 4 ,e •�� !.' !R' y R L 10 L 17 R + • r /s
( �\ � i + i • _ •k 1 r,�• � a �r�L8 �_L9 /� i � -- Lr2 \,�- •T�i � �� �'-'��--__-�_�
�� r,I r +1 _,- �\ a • •� _ /- ' R L7 / a N20°30'2 AkP-1.99'41
+:. _-,', •�
r �' r• a\� � �-' r s • a L6 I FIV 41# 11,�a; • ' • /\ - - � � !--t //\� - `- L14
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CAROLINA O
CLUB SITE
r
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N7
VICINITY SKETCH
ill - 1000,
IPS
+ _.' • J \' - Y •a All
GENERAL NOTES AND SITE DATA
r ' �+ / s ♦ + ~ s //`�/' + 1 1. BOUNDARY INFORMATION AS SHOWN IS AS PROVIDED ON THE "RE -SURVEY OF LOTS 3, 10, &
• 7VS°a 49 • * 31 / • + �+• a . + r - / / \ \ ^ \ t+ PORTION OF LOT 15 H. C. HARGETT SUBD 1.053 ACRE & 28.510 SQ. FT. PARCELS FOR THE TURF
-_�22j4' ••°. k �a IPF + _ • ----� �� �� , \ �// \ i +i CLUB, LLC."AS PREPARED BYJERRYRYAN PLS (#L3302), DATED JUNE 27,2005, AND RECORDED IN
y V i• • • ' a r ro\ _ - \ / / + 1 . • + $ PLAT CABINET H, SLIDE 24-H OF THE CRAVEN COUNTY REGISTRY.
r - • w r • r t 1 L6 a / J 1 - / r -\ \ \ = a / i ♦ e �a + 1 • 2, DEED REFERENCES: D8 2327, PG 688 & DB 2327, PG 696.
1 +� - i r `� • • •' IPF `• ♦ a' \ \ - - - a � � ____ _--. a + • � � - - -__ � _ -- \ (/ � \ % / / / / � \ J S � \ r 1 \ � � � % \ � � a • i ♦� ° , � 3 PARCEL 1 D# 7 035 002 & 7 035 030.
' • • 4. CURRENT PROPERTY ADDRESS IS 4016 E US HWY 70.
' 1 ; 0' • + I / / + / ' ° • r • 5. PROPERTY ADDRESSES HAVE NOT YET BEEN ASSIGNED AND TO BE ADDED ONCE PROJECT
• • / • ♦ + ♦ a v A i _ , j / / + + 1 • APPROVED AND ASSIGNED BY THE CRAVEN COUNTY.
-25' �N ' M + / \ I /' // < / // ; 00 ' i• • 6. TOTAL PROJECT ACREAGE IS 50.49 AC ±.
\\ \` 7 1 • • •� i� / / / \ /I ° • • , i• •* • 7. THE EXISTING SITE IS PRIMARILY CLEARED FIELD.
M + • I o • _ _ / / r • +• , • 8. ANY AERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT
• , ra j ' j 1 +� r<4e + °+ ACCURATELY REFLECT ACTUAL FIELD CONDITIONS.
• e • \ - L3+� i' �- -� / - // // / • ,• r ♦ �" ` 4 9. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S
v + ' i •; // L--:7 ASSOCIATION.
/ 1 • + +1 ASSOCIATION.
\ _\ *► / `_ G / + % +,. • i • �•'• 410. ELEVATIONS ARE BASED ON NAVD 88.
/2x N /' , • + • i • •i 11. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
\ Q W / a + •� • • �� 12. PROPOSED PROJECT IS HIGH DENSITY, WITH MORE THAN 24% COVER, AND PROPOSED WET
+ k \, • // c -- / / M _ _ -'/ • I , • *� ;' DETENTION BASIN STORMWATER CONTROL MEASURE.
a , / - _ a i* 10 • • • ' 13. THIS PROJECT DOES NOT SCALE WITHIN THE 100-YR FLOODPLAIN OR FLOODWAYAND SCALES
L a► aVfN / /' l 1 // /- n ►/ r• a WITHIN ZONE "X" AS PER FLOOD INSURANCE RATE MAP 3720549700K, DATED JUNE 19, 2020 AS
f , I r . �• / a � • ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
• i' \ /' 1 - ® / • ♦ • r • 14. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN.
\ \ • r • _ 1 a i * 15. RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF BRICES CREEK
--/ ` • (27-101-40-(1)).
•%. • V'► • 16. THIS SITE CONTAINS NO KNOW BLUE -LINE STREAMS, HOWEVER, A BLUE -LINE STREAM
_ �v �/ G'p �� /I vv �/' v y 1 DETERIMATION AND CONFIRMATION IS CURRENTLY IN PROGRESS.
+ y►' 22- 17. NO KNOWN SECTION 404 WETLANDS EXIST ON HTIS TRACT.
266 _ _ / \ 8 O --'_ 2-So •A • • 18. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
v0� + • •� A. 10 FOOT EASEMENTS ALONG ALL RIGHTS -OF -WAY.
• ; �1 / pia �t + / �, i' ` --- - 26 ti r '� •� B. 10 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES.
+ L� 1 AV - -_1• /' `v / -I / _- / / r' i /' _-� �v A i </ • 4,1 C. 10 FOOT EASEMENTS ALONG ALL REAR LOT LINES.
�e v L/ /' v� v� / • a 1 ram+ D. OTHER EASEMENTS AS SHOWN.
/ • /: ` _\\ x y; \ ♦J 19. TYPICAL MINIMUM BUILDING SETBACKS AREAS FOLLOWS:
• , 1 +� , I �\ ' i + /� �� _ ^ i a� • ' • A. 20 FOOT FRONT SETBACKS
� / - ` - - � / /�� // /'> \ % � �� • /' � � v � B. S FOOT SIDE SETBACKS
�v
- ( �� + / / • + �// - _ C. 15 FOOT REAR SETBACKS
/ I �
Al' < �' 'I 7- D. OTHER SETBACKS AS SHOWN AND NOTED.
+4, \\ i!! - ` ��\ -- / /- \ ' l 20. PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY CRAVEN COUNTY.
21. DETACHED LOTS SHALL PROVIDE A MINIMUM OF TWO O OFF STREET
EX. POND ' /' ' v • S w
� ALL SINGLE FAMILY O 2
i �' • / C '� +• PARKING SPACES
a / \ / / \ • / / r•TUr II 'lC � 8,1 L�Ir+ - \ / / o2.os„ 22. THE TOTAL NUMBER OF LOTS IN "CAROLINA CLUB" IS 175.
. y r / IP rl�C�'C 1(r-/ 11ttJ li /j �•, J / C Fs + 11 23. THE AVERAGE LOT SIZE IN "CAROLINA CLUB" IS 8,681 SF.
' • �► `w/ • •• _ - J -' ~ % 6 \- • \ ''26. • • 24. THE MINIMUM LOT SIZE IN"CAROLINA CLUB" IS 6,617 SF.
° •' / -- ^ 1
/ • --' • • PARafL ID 7�j 35-Og2 ,\ w • �17 f 1 a a 25. THE TOTAL LENGTH OF STREETS IS 7,354 LF±.
• "+ ,• : + +%1', i // ' < ' 2°' DB 23�7; �G 6881 _ \ - // / / / L ` • 26. THE AVERAGE LOT WIDTH IN "CAROLINA CLUB" IS 60 LF.
• ` + / �/ / / • �` • 27. SITE TABULATION:
I _ •� ° ♦ • .- + �� ;_�� �� PLACA�H, SL-,24H ,'� v' / \/ �i LOTS: 34.88ACRES
All • , /
i r r '� + • V L • - -/ • \I _ ✓ 49.2<3 ABC ± • / +• _ COMMON AREA/OPEN SPACE: 5.35 ACRES
+ v '70 I1 / 12 RIGHTS OF WAY: 10.26 ACRES
•► + • ♦ • a o - - , - / / .+ , %' TOTALS 50.49 ACRES
♦ i •+ ' 1 32 * M /I / • • - \ \/ + y/ " J •r[, 28. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES, UNLESS OTHERWISE SHOWN.
n + • ✓t - 7 \ I / + / \29. OPEN SPACES &COMMON AREAS SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME
• / ': -- n \ / AS THEY ARE DEEDED TO THE PROPERTY OWNERS ASSOCIATION.
' • • + _ _ i \ \ / / s>� ° - _ / �j C/ // / / = i 9 + . % r J / 30. PROPOSED WATER SERVICE OWNER IS CRAVEN COUNTY.
L
• � � ♦� r '` -` � C, 4'03"W 199.96� � I • _ / , // � � -�,�0 1� � 31. PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN.
,,ya • ! • V rr a �` ' �> i \ '' / • % , 1 �% -L I- IPF / Il v / i� -�, �I ,� 32. REFUSE SERVICE TO BE PROVIDED BY GFL.
• THI& AREA TQ•BE - - \ !! 33. PROPOSED WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN.
+ • a ' • ♦ ` . a a • , �/� /�/ l \+> �� ` /- /�•R 1 • \_--� /' \ \ IPF ONLINE
• S r "�` (/� I / _ _ 72.7y 34. FIRE HYDRANTS ARE TO BE INSTALLED AT INTERVALS NOT TO EXCEED 500 FEET FROM ANY LOT.
+ rr + a + :. • } _ at 2`�'_ , - - / / - \ I / R-� COMBI NED / , / I _ ' ffJ a l @ 35. ELECTRICAL TO BE DESIGNED AND PROVIDED BY DUKE ENERGY PROGRESS.
h / / AS PART OF • / �/ .36. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SHALL BE BY OTHERS. ALL
"a , 1 " • r • + • }7 ^ �' // ° ! o % ° _ _ _♦ • �_ UTILITIES TO BE LOCATED UNDERGROUND.
• r e- • + gy�q►f ra \ /' _, �7 / _ - I \ / v I CAROLINA CLUB - iZ ' /I �i _ • / \ ✓ 37. PROPOSED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND
• a �� " ' • 1 �i +j. i' / r j _ \\ '\\ �• /--- ^/ `i ! /I / / ' �� \ /\ PROFILE DRAWINGS.
+ • �i , w v ♦ ♦ I / 26' _ _ 1 _ / 0 38. PROPOSED STORM DRAINAGE SHALL BE A COMBINATION OF REINFORCED CONCRETE PIPE AND
• + • • • / � p , I 1 w 1 ,_ // / \ � / III � \/ - ' // HIGH DENSITY POLYETHYLENE (HP) PIPE.
• •,J `. • • i. I •�, a 1 / _ � 27, I / H /I • • {/ // /� 1 /' '' ^ �, . 14 39. SIZE OF STORM DRAINAGE AND UTILITY PIPING IS TO BE DETERMINED.
• 'IV, • 'M `I \ I ` / > - -' / / 40. STATE OF NC SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
� + • r • � •° ) • + �• ��' /^ / + m \ �� / *% ♦ � _, --`� / / � / 41. STATE OF NC STORMWATER PERMIT IS REQUIRED (HIGH DENSITY).
I ♦ • • ♦ r r o L / ti + I 2 / - _ `� i' / j • 42. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
• '• ♦ • • • a1 % �%! 1 + \ /2� • \ / '� ' i `y / ' 43. SEWER EXTENSION PERMIT IS REQUIRED.
p • +' V, , • • Al•► 1 � THE TURF CLUB- L'IL - - - �` l , ` , -' -/ �143.Oi� r+ 444. UPON APPROVAL OF THE PRELIMINARY PLAT, SUBMISSION OF CONSTRUCTION DRAWINGS AND
� • v �' - /
• • • • .• ♦ f \�✓ - ° \ / -' ', I +► 1. - PERMIT APPLICATIONS WILL BE SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND
} + ►� `� T / > PARCEL ID. 7-Q35-030 j ' / . ' / • ' ' C / �i APPROVAL.
' 1 r • • • a9 i ,+ • < i` � / % \ + k k /_ / // ♦ + , 45. STREET SIGNS ARE TO BE ADDED TO THE STREETS UPON SITE WORK COMPLETION.
+ r• + f • •• /, DB 2V7, 696 IPF s2r 1r53"E 1oo.sr / �� / / ,\_/ / d;: / / \ \• /I • // ,'- -/ h� +' A <� 46. THIS SITE CONTAINS NO KNOWN PROPERTY OR BUILDINGS ON THE U.S. DEPARTMENT OF
,' • • ` � +� / - - _ _I / _/ ` \, y INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES.
• S22°12'53"E 82.65' �i >
it
+ / PLAT CAB•.H, SL 24H , / /
> +• c, ♦ ♦ ♦ + 1 • ; • + ♦ ' a "1 • i a 7 A/ -i' I / - I V /' - w o 15 r • 41
t
.Ar a� j .• 0- v v / I
f 411e a S / d \ , / j / ' IPF
4*1
ally•+ '• •• 4,+ °o I !\- / \ / i' \ / /I • • •a ♦ •
e ♦` ♦ *4♦l i 26 �► r \ /I� / / / •
sa
AP
_ -•-.ter' _ � - - � \ //' \ .Z M - •
a •� ♦i--___S17°52'>0" �_ Y / • ' .! +�, a a.a+ E •~'M 1
_ w f^
4r r --- PS 4 i.� / �i • �� * a til a r'I r•♦a + • ~ O • ` --�703. 6,._ - - I...
33 ` • •'� •?21a --�-.__96.sT _�-- • + I � I *o . ••+ '{�•a•k♦ ,•• � \U AW ►' Ifji1� ,�
1 a. • • ' j \J • a 99.63' P_F - '� ♦ • ► • G//\�.'� ��+ ' r r• .p • • 4.7oo.2s . f►� r 18 ° I �` 2� a, • • + •
+ �'��` ♦ a 1 `�'- i S17°52.10"E 600.0o'(1)-.�. lP_F + _ 1000 ' •~ + iv-- -- ; °I •• ` ' • ' a.
Boundary Line Data
#
Distance
Direction
L 1
38.38'
N26° 30' 20"W
L2
124.25'
N32°32'08"E
L3
66.44'
N24038'35"W
L4
110.75'
N82°08'18"W
L5
91.53'
N57° 52' 05"W
L6
58.72'
N43031'52"W
L7
40.46'
N32° 00' 47"W
L8
60.84'
N35058'03"W
L9
52.25'
N40° 14'20"W
L10
33.04'
N38°23'20"W
L 11
58.61'
N21 ° 07' 54"W
L12
87.89'
N8°58'19"W
L 13
50.64'
N0050' 11 "W
L 14
1 84.48'
1 N29° 58' 29"W
TAG
PARCEL D
OWMER {NOW ORFORMERL)9
ADDRESS
DB
PG
01
7-0374T2
VWLLIAJLIHBARBER 7RIII
4024USHWY70E
3555
74a
02
?437-0i8
111ILLIAMB R0,RBER TRUSTEE
4022 USHWY 70E
35TT
T05
03
1-,335130i
;rRY.M+. &LEOW. M CA.SHM!!
4J20 USHWY?JE
2502
345
01r
?-JU-JTI
LMLLARDN WEST.JR
40i8 USHWY?iaE
7D,
351
05
7434-025
SHEREERAYNOR WAMVIARIGHT
4JT4 US HWY 70E
225?
5?1
06
7-W4-0T5-E
JOSEPHS.IAPRILD.NICFIOLSON
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4WO USHWY 70E
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ANW ER.':DFIELD
421 E. THURAWJ' RD
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43D E. THUR.WJJRD
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W - / S.WIDTH UNKNO N) • * • 7y' - ,
R •
• �! •,N `N a a cCDo 25 ' • ° i •+•I+'�' ° •
® �'w-a,"_ . • 2 �►�� 24 r air •i • COPYRIGHT© 2021 BY THOMAS ENGINEERING, P.A.
• . ! 23 22 ` '� ' ALL RIGHTS RESERVED. THESE DRAWINGS ARE
" ' INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
Know what's be�OW. I - �- y $ i o 4W • • •
_ _ _ i I I A- " " TIC: CORNER TO AXLE # + �\ __ -�.0 I� ; ®• ,.,_". N71°55'W1.8'-- a •k a�
Call before you dig."�\ --____ -�- PS
.S18'00'24"E 98.85' , "'•-„„, A
---ww -" _.GRAPHIC SCALE EX
+
Rd (sR
Int
100 50 0 100 (°ubiic)-22'+Ep"E-P µ % �3i= -J G c 1 -��__ �_�`� y
THIS SCALE APPLIES FOR i ( �� • r �'" -'- -� _r_ �-_----____-
24"X 36" SHEETS ONLY. • I„_ Ayy pv,- I r -� -- ?
A • M
a
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34
`00'24" IPS18F
♦ •a
• l♦' •
THE PROPERTY OF THOMAS ENGINEERING, P.A.
If
,. • NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
• ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
1• • • LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BYANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING, P.A.
LEGEND
SYMBOL I DESCRIPTION
Property BoundaryLines
- - - - - - - - Phase Lines
0 1 Lot Lines & Corner Nodes
- R- - Right of Way Lines
- Roadway Centerlines
- - Property Minimum Building Lines
- - - - Easement Lines
Isolated Pond Areas
Proposed Lots
10' X 70' Sight Triangle
- Existing Contours
-'-
Neuse River Riparian Buffers
' Proposed 8", 6", & 2" Water Lines '
N I Proposed Water Valve & Box
4 I Proposed DI Reducer
Proposed Flushing Hydrant Assembly
Proposed End of Line Blowoff
Proposed Water Service
Proposed Sewer Manhole
- ss - Proposed Gravity Sewer Main
0
Proposed Sewer Cleanout
P-#
Storm Pipe & Label
®
Pipe Flared End Section
Outlet Protection
Proposed Ditches & Swales
PROJECT REVISIONS
NO. DESCRIPTION I BY I DATE
CURRENT PROPERTY OWNER
THE TURF CLUB, LLC.
310 CRAVEN STREET
NEW BERN, NC 28560
DEVELOPER
NOLAN COMMERCIAL CONTRACTORS, INC.
PO BOX 7227
JACKSONVILLE, NC 28540
CONSULTING ENGINEER / SURVEYOR
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 1316-B COMMERCE DRIVE
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
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EXISTING SITE
CAROLINA CLUB
SUBDIVISION
"A PLANNED UNIT DEVELOPMENT"
TOWNSHIP NO. 7 - CRAVEN COUNTY - NORTH CAROLINA
SCALE. 1 - 100 DATE: 08.02.21
PROJECT #: 2021-007 1 SHEET: 02 of 03
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CURB TO HOOD
TRANSITION ' ' 1
36' B/C - B/C ALIGN BACK OF CURB
4N TO BACK OF HOOD U-) n
"A M' ° ° ° Itr Itr Itr -.,_ (OAPD)NOTES:
WAY PAVEMENT SECTION MN
O �1MJ
U, l✓ ° ° ° ,, -
WA / WA WA *oo' �� = 1. FOR CATCH BASINS THE RIM ELEVATION AS
-III- SHOWN ON THE PLANS IS TO BE THE TOP OF
`k , , - ��A -I IIII I -� BACK OF CURB ELEVATION. 7 CL Li)
2. DRAINAGE STRUCTURES SHALL BE PROVIDED AS L ^ 1
° °° nt�/A / WA WA REFER TO ENGINEERING ` V
3,000 PSI CONC. SPECIFICATIONS FOR HOOD, GRATE, REINFORCED MASONRY, MASONRY, .� S
It< It< It<� 48" AND FRAME ASSEMBLY. TOTAL CAST -IN -PLACE REINFORCED CONCRETE, OR
/ ° WIDTH TO MATCH WIDTH OF CURB & PRECAST CONCRETE.
WA WA I� Ox12 GUTTER SECTION, UNLESS NOTED 3. DRAINAGE STRUCTURE BASE SHALL BE PLACED
4' SIDEWA / % l �- TOWARDS STREET 1/4"/FT. OTHERWISE. ON 6" GRANULAR BEDDING. /�V
Q
a 4. MINIMUM CONCRETE STRENGTH OF PRECAST �S
DRAINAGE STRUCTURES TO BE 4,000 PSI AT 28
(j�� 30"STANDARD 3s, DAYS.
/ • / CURB 8c \� �\ �� �� �� j��j� j �� �� �� �� �! 5. 6" OF CLEARANCE SHALL BE PROVIDED ON BOTH N E
GUTTER I _ /\/ / � /// //� /� /� / / / / / SIDES OF THE PIPE TO THE INSIDE WALL OF THE L N
e • / 0 1
eA _
1/4'/FT ` 1/4"/FT, I=� SECTION CONTROL JOINTS , , 6. CAST -IN -PLACE AND/OR PRECAST CONCRETE
a DRAINAGE STRUCTURES LOCATED WITHIN PAVED Q
WELL COMPACTED MAX. 5' SPACING IN O A ■
w 16" WIDE STEPS INSTALLED 7" AREAS ACCESSIBLE TO TRUCK LOADINGS SHALL ,
-_-_- _ c�1 SUBGRADE EITHER DIRECTION. � • a FROM FACE OF WALL TO BACK
-III III - - "-1 I I =III -I I-1 I' -I - 1/2"EXPANSION JOINTS OF STEP AND AT VERTICAL BE DESIGNED TO MEET AASHTO HS 20-44
rn
-I-III_I I=II I I 11 _III -il
M SOMAX. 20'SCING. SEPARATIONS NOT TO EXCEED LOADING.
-12". 15" CLEARANCE FROM 7. DRAINAGE STRUCTURE WALLS SHALL BE 8" THICK o
(�nV CENTER OF STEP TO OUTSIDE AS TYPICAL. DRAINAGE STRUCTURES OVER 8' IN ^ ;
a OF BOX. DEPTH (INVERT TO TOP OF CASTING) SHALL HAVE V
' I = PRECAST BOXES JOINTS TO WALLS 12" THICK. WHEN THE DRAINAGE MO Ln
-� 4'-0" 2'-0" MIN. 30" 15'-6" 15'-6" BE SEALED WITH BUTYL STRUCTURE DEPTH EXCEEDS 8' IN DEPTH, THE W
6'-��� PLAN RUBBER JOINT SEALANT BOTTOM SLAB SHALL BE REINFORCED.
12'-0" 18'-0" 18'-0" I 8. FOUR INCH WALLS ARE NOT ACCEPTABLE ON
BASE EXTENDED BEYOND O
TYPICAL CONCRETE SIDEWALK DRAINAGE STRUCTURES.
WALL EXTERIOR EDGE
30'-0" I 30'-O" �_ 9. CLAY BRICK STRUCTURES ARE NOT ACCEPTABLE. V
10. STEPS ARE REQUIRED ON ALL DRAINAGE
60' R/W STRUCTURES GREATER THAN 36" IN DEPTH. 1-I1
11. STEPS ARE TO BE PROVIDED ON "NON -PIPE" O
R / W R / W 6" GRANULAR WALLS.
ATERIAL BEDDING 6" PLAN INVERT ELEVATION 12. TYPE M MORTAR TO BE USED IN MASONRY
(INV.) BOXES.
3" CONCRETE BLOCK PRECAST CONCRETE 13. SEE SITE PLAN FOR PIPE LOCATIONS.
FORMED INVERT 14. INSIDE BOX WIDTH FOR 'NO PIPE' WALLS SHALL
BE 36 INCHES.
DETAIL G 1 -TYPI CAL RESIDENTIAL "COLLECTOR" STREET 15. ALL CONCRETE PIPE USED IS TO BE CLASS 111,
MINIMUM.
(CURB & GUTTER) DETAIL G4 -TYPICAL CONCRETE SIDEWALK DETAIL G7 - TYPICAL CATCH BASIN DETAIL
SIDEWALK ° �•• NOTE: A PORTION OF ONE OR BOTH RAMPS
EXPANSION JOINT MAY EXTEND OUTSIDE THE RETURNS
���YYYYYY t` tx SEE NOTE 1,• SIDEWALK
32' B/C - B/C R1/2"611 R3" 24 ,..A "e1. .� • °, • e • e • SEE NOTE 17 •A A
CURB AS SPECIFIED TYPICAL ASPHALT a t■IA ° ° ° e ° ° ,°.A °
EXPANSION JOINT ° ° ° ' ° • e - EXPANSION JOINT
R3"` R1/8"� TT SECTION • °0•
°»lq ib/k106 ib/k106 " tMA • oo
6oOo°oOo • °
o °o °
WA / WA WA M,# aT a °
M4 L °
°" 30" � 4'X4' MANEUVERING / • ti o � � 4'X4' MANEUVERING SPACE,
``ku SPACE, MUST FALL SF� ` �/ \� ��9 MUST FALL WITHIN
�.10 CROSSWALK LIMITS. SEE
30" STANDARD WITHIN CROSSWALK 2 8 rLpT ( 1 Z M
° AW / WA WA �0�" LIMITS. SEE NOTE NOTE 9 & 16. � i
& 16. 2 2'
° 9 ISOMETRIC VIEW Co
WA WA I COMPACTED SUBGRADE AS REQ'D NOT LESS THAN 2' FULL DUAL RAMPS
4' SIDEWAL�C °° / /AA PROPOSED OR HEIGHT CURB BETWEEN ANY RADII
\ / �FUTURE SIDEWALK RAMPS (40" MIN. FLOOR WIDTH)
° t�
n _ e Jj I (4' STD.) \0 4'-0"MIN.
• 30" STANDARD 48" ,°.A A.
" r^
/ ° • CURB & BACK OF SIDEWALK / j LONGITUDINAL BUTT JOINTS 'q . " UTILITY STRIP SIDEWALK(5'STD.) vJ 0)
-II >r 1/4°/RT. GUTTER DROP oo (MAX) oo (MAX.)
° • e ° 7„ R1/8" R1181, t i6 DROP �I T NDR 3 6" 2' DETECTABLE 0 02 (MIN.) 0 01 (MIN.)
1 / �� ` 6" e ° ( ) R WARNING DOMES 84
U (j 1 /�'
a • • • • 6
�1/4"/RT °j 1/4"/FT - °
° DROP CURB
I=1 0.04 (NORM.) 0.02 (NORM.)
`k 13141, ° • (( 6TER B
� • ° °°° P � ,
_ �7 #5 REINFORCING BARS TYP. °o° 'oo'o° ° • ° A. ° °
2_-I I -I I-1 I -III-III "-1 I I =I I I I I I I-1 I -I MIN. EDGE WN) ° . �_ • " • • °. • °•_ 1- • PROJECT REVISIONS
NOTE.'FIRST 5 LF OF VALLEY GUTTER TO BE POURED XwN6. ° 8 "• • •• _ �_-
_-III' MONOLITHICALLY WITH CURB &GUTTER 2'O 4WA ,A.A • A. • " I-III-�i' I EXPANSION NO. DESCRIPTION BY DATE
�I i lI IIII =III I IIII III- -III=1 I I TI=1 I I _ VALLEY GUTTER - -
_ 12:1 MAX. DROP JOINT
of I -I -III=1 I 9 CURB RAMP 8 .fir
y I . I-' 111
X 4'MIN.
8'-0" 4'-0" 2'-0" MIN. 30" 13'-6" 13'-6" SEE NOTE 17
of NOTES: SECTION B-B 4' CL Q)
12'-0" 16'-0" 16'-O" 1. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAYBE ISOMETRIC VIEW CURB
-0" 5'-0" ■
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE SIDEWALK CURB MIN. DROP CURB TOP OF O
ELEVATIONS TRANSITION CURB TRANSITION CURB
30-O I 30-O �_ OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
60' R/W 3. CONTRACTION JOINTS MAYBE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH •
R/ W R / W OF 1-112" SHALL BE OBTAINED. VARIABLE CURB
4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER.
TRANSITION SLOPES GUTTER
5. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND TO ALL RIGID OBJECTS. NOT TO EXCEED 10:1 SECTION A -A
6. CENTERLINE OF VALLEY GUTTER IS THE FLOWLINE OF THE CURB & GUTTER. (0.33%) CURRENT PROPERTY OWNER
TURF
T 3�0 CRAVEN STREET
CURB C
DETAIL G2 - TYPICAL RESIDENTIAL "LOCAL"
STREET
(CURB & GUTTER)DETAIL G5 - CURB AND GUTTER DETAIL DETAIL G8 - STANDARD CURB RAMP DETAIL NEWBERN, NC 28560 0
DEVELOPER W
NOLAN COMMERCIAL CONTRACTORS, INC.
PO BOX 7227
RAMP WIDTH AREA
VARIABLE
BASE DIAMETER
/ \ 0 0.9"R TO 1.40"R
/ COMPACTED BACKFILL IN 8 (D
INCH LIFTS AND 95% MIN. W • �•• O • Qe Q •• O ° TOP DIAMETER
DENSITY OR AS SPECIFIED J • oO • oO •O , ° O" • J OF NO LESS THAN 50 %
I �j6 I 0' I \ BY THE ENGINEER . o •o °_
o o •o • TO NO MORE THAN 65%
I I o fo q• °b • o
OF THE BASE DIAMETER
COMPACTED SELECT 0.65"
BACKFILL WHERE �{ �{MI "
�\\/\\ 0.9" TO 1.4" 2.4
�//'//' SPECIFIED TO BE 77 j-0.20"
\\/\yj\� INSTALLED IN 6" LIFTS AND MIN. DENSITY ° 95PRECAST CLASS "B"
/o - *
35 R I so,R\\ \\\ °.off \\�\\ CONCRETE OR
� I I 3� 32 \\\/�\�/�\\ o /\\�\\ APPROVED EQUAL.
MEMEW
®
/ /
�=M
I
I
JACKSONVILLE, NC 2854U
CONSULTING ENGINEER / SURVEYOR
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 1316-B COMMERCE DRIVE
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
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o = �° PRE��VA�
L
�/ DETECTABLE WARNING F R CORD4TI �_
I \\ \\ \\ \ \ \ h
BC -BC � < \\\,\ ,\ y/�\���\�/�\ SEE NOTE 13.
I \ // // // \///\\ // // // ASPHALT (TYP. DOMES C '
CONV�1'A10ES�y�OI,;c�1LES 4�,~
rr
I ///\ COMPACTED ABC STONE „ rrr 1 9 g,3 1ti r �1 1
I so I I 60' ///�y//y///�y//y///�y//y � B=X-(A+9)
R/W / / ///,/,/ / ///,/,/ / ///,/, AS SPECIFIED / / / / / r G T ♦ Q)
\ \ \ \ \ \ \ \ \ \ V rrIII7I I I I Illlt`� T III I I i I I I I11�
R/w /vv vyvyvvwv/vv vyvyvvwv vv vyvyvvwv i��i��iv��w��i��iv��� B =DISTANCE FROM FRONT EDGE OF SIDEWALK
�y�y�y��y�y�y��� o ROADWAY
COMPACTED BACKFILL IN 8 /�/� TO BACK POINT OF 12:1 (8.33 /)SLOPE. PLAN SYMBOL • �
NATURAL AREAS INCH LIFTS AND 95% MIN. \\/\\ \\�\\�\\� \ \�\�\�\/
DENSITY OR AS SPECIFIED\i\i/�*BACK OF SIDEWALK DROP REQUIRED FOR ALL
I BY THE ENGINEER WCR ■
SIDEWALK SLOPES. FOR PROPOSED
BACK OF SIDEWALK DROP REQUIRED FOR CURB RAMP V
SIDEWALK SLOPES 0.04.
PRELIMINARY PLAT DETAIL
THICKNESS MAY VARY FOR APPROVED EQUAL
- R/W R/W- _ RIW i R/w- \� \\i�\i oa \%\ \\i \ \` PRECAST MATERIAL
�> CAROLINA CLUB
NOTES SUBDIVISION
STANDARD OFFSET /\ i\/ \/i\/i \/i\ 1. Detectable warning domes shall cover 2 0 length and full width of the ramp floor as shown on the details.
\i;\i;\i;\i;\%�\i;\i;\i;\i;\%\i;\i;\i;\i;\ 2. The entire ramp shall be Black in color or any color with a 70% contrast ratio and approved by City Engineer. "A PLANNED UNIT DEVELOPMENT'S
NOTES: PAVED AREAS
1. THIS DETAIL IS FOR ROADWAY DIMENSION PURPOSES ONLY. TOWNSHIP NO. 7 - CRAVEN COUNTY - NORTH CAROLINA
2. REFER TO TYPICAL SECTIONS AND CURB & GUTTER DETAILS FOR ROADWAY
DETAILS. SCALE: NOT TO SCALE DATE: 08.02.21
DETAIL G3 - TYPI CAL CUL DE SAC DIMENSIONS DETAIL G6 - STORM DRAIN TRENCHING DETAILS DETAIL G9 - DETECTABLE WARNING DOMES DETAIL
PROJECT #: 2021-007 SHEET. 03 of 03