SW7121216_APPROVED PLANS_20130201

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

SCI-IEDULE OF DRAWINGS
SHEET
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TOWN5HIP # 5 -CRAVEN COUNTY
NORTH CAROLINA
_} VICINITY MAP
:. L':. L 000'
13"
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KING CREEK
F
APPRC-AMD
i(.*TF CAROtVN EWRONMENTAL
$
MgwWEMENT COMMISSION
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Div -4cN Oh WATER 4A11AUTY
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COVER
OVERALL $ PHASING PLAN
SITE 4 UTILITY PLAN
DRAINAGE $ EROSION CONTROL PLAN
ROADWAY PROFILES
ROADWAY DETAILS
WATER DETAILS
WATER F EC DETAILS
STOKMWATER BMF DETAILS
PROJECT REVISIONS
NO.
DESCRIPTION
TE
l
5MPDETAILS
41,/07
.12
j1220.12
2
PW5 COMMENTS
. 12
3
STORMWATERRE ISED
DEVELOPER
COASTAL PIEDMONT DEVELOPERS, LLC
803-A EAST MAIN STREET
HAVELOCK, NC 26532
OFFICE: (252) 447-1 529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW DERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
HERBERT J. NOBLES, JR., PLS# L-2403
18G CAM FEN ROAD
EAYDORO, NORTH CAROLINA 2651 5
COPYRIGHT © 2012 DY 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 THI5 DOCUMENT NORANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR DY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR DY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
no
FINAL DRAWINGS
Released for permits only,
not released for construction
llllitilllll,
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ti o
F ? SEAL = 9
;o C 438
llllllll 111 I
CARoL''.
1014;,p
EAL
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'VXk' °.
COVER
SITE IMPROVEMEN-li for
KING CREEK
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
A.
SCALE: DATE: 1 1. 1 3. 1 2
PROJECT #: 201 1 -02 1 1 SHEET: 01 of I G

4AGEND V
GENERAL NOTES
I SYMBOL DESCRIPTION PG. DET.
BOUNDARY INFORMATION IS AS PROVIDED ON THE "SURVEY FOR BRYAN, LLC", DATED AUGUST
7, 2012, AND PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703). Property LIn85/Right Of Way Lines
��. 2. DEED REFERENCE DB 1 909, PG 47f I 3. PARCEL ID# 5-006-0I-A. - - -
-
,4. THE EXISTING 51TE 15 PRIMARILY FORESTED. Property Minimum Building Lines
5. ANY COMMON AREAS ARE TO BE DEDICATED TO THE HOMEOWNER'S ASSOCIATION.
6. ELEVATIONS ARE BASED ON NAVD 1988. TEMPORARY BENCHMARK 15 PROVIDED ON THE TOP 404 Wetlands - _
\ (�"'♦.., I T EXISTING CONCRETE MONUMENT, p THE RIGHT SITE, AT THE ENTRANCE TO T PR PROJECT AS SHOWN ON THE PLANS. THIS BENCHMARK CARRIES AN ELEVATION
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING DMI- ARK(5) Blue -Line Stream Buffers
PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE
I I ENGINEER. _ - f
O' X 70' Sight Triangle
8. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. _ter r�i
9. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" AS PER FLOOD INSURANCE M \
RATE MAP # 372645300J , DATED: JULY 02, 2004 AS ESTABLISHED BY F.E.M.A, THIS REPORT "" Proposed Water Valve Box 12 W3 \
IN NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM
10. 404 WETLANDS ARE PRESENT ON THIS TRACT AND ARE AS SHOWN. NO WETLAND
I I \�NEUSE RIVER DISTURBANCE IS PROPOSED. THE ENFORCEMENT OF WETLANDS REGULATIONS UNDER SECTION 10. Proposed Reducer
404 OF THE CLEAN WATER ACT AND SECTION 10 OF THE RIVERS AND HARBORS ACT 15 WITHIN
THE JURISDICTION OF THE U.S. ARMY CORPS OF ENGINEERS. INQUIRIES CONCERNING
PI"OpOSed FUShIng Hydrant N/F I I WETLANDS MATTERS SHOULD BE ADDRESSED TO THAT AGENCY. hUQ + 1 2 W3 +r�
1 1. STREETS IN TH15 SUBDIVISION SHALL BE PUBLIC AND BE CONSTRUCTED TO NCDOT STANDARDS rT
I VINCENT WAINWRIGHT I AS REQUIRED BY CRAVEN COUNTY SUBDIVISION REGULATIONS. STREETS SHALL BE OWNED Proposed G" Water Line (5DR 2 1) 12 WS
_ ANGELA BAKER I AND MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME THE ROADS AND COMMON AREAS ARE 7 h 1
-�- - �DB 2045, PG 205 MAINTAINED BY NCDOT. THE FOLLOWING RESTRICTIONS SHALL AL50 APPLY - - H
A. PAVEMENT WIDTH SHALL BE A MINIMUM OF 20.00 FEET. Proposed 2" Water Line (5DR 2 1) 12 W5
I I B. RIGHTS -OF -WAY AT INTERSECTIONS SHALL HAVE A RADII OF 25.00 FEET. ^ ��
C. RIGHTS -OF -WAY AT CUL-DE-SACS SHALL HAVE A RADII OF 50.00 FEET H� Proposed End -Of -Line Blow Off 1 2 W4 M"(
IWITH A RETURN RADII OF 35.00 FEET. HHH
II I D. STOP SIGN AND ROAD NAME MARKERS SHALL BE INSTALLED IN I _ ACCORDANCE WITH COUNTY AND STATE STANDARDS. Proposed Water Service 12 W7 P"I 1
I I 12. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS
I o Fool EASEMENTS $ wAY 9 Q Existing Utilities IT
I �ACf'�T��tprti(�� � M �
c TERM"AtJSNG ALL'REAR Lor`CvII n
I I I I D. OTHER EASEMENTS AS SHOWN ON PLAT P-# Pipe Label I I R5
13. TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS:
I I I I A. 10 FOOT SIDE SETBACKS
I B. 15FOOTREAR SETBACKS. AD-# Area Drain Label I R6
C. 30 FOOT FRONT SETBACKS, UNLESS OTHERWISE NOTED. 1r1'
L I D. 75 MINIMUM LOT WIDTH AT THE FRONT SETBACK LINE. y
® H
14. THIS SUBDIVISION TO BPipe Flared End Section I I K7E SERVED BY CRAVEN COUNTY WATER DEPARTMENT ^,
N/F JERRY LEE RUTH BRYAN AND INDIVIDUAL SEPTIC SYSTEMS. f^
N/F N/F ALLEN G � NINA D FOSTER 15. PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY THE CRAVEN COUNTY HEALTH Pipe Outlet Protection 1 1 R7 ^ j
MILTON HUGH EVERETTE, JR. JEANNAN A. BRYAN NOPP15 I DB 1655, PG 34 I DEPARTMENT. 'f
DB 2425, PG 342 EIP AT I REA TABULATION FOR KING CREEK AT CHERRY BRANCH: C M
DB 3036, PG 509 DB 945, PG 817 GATE _ - Ditch inaCenDtee Lion Arrows
HIGH DENSITY AREA: 44.38' ACRES g
Ex. cesAa 566"4055'E 827.13' I - b
LOW DENSITY AREA: 14. 12+- ACRES r
'- - TOTAL AREA: 8.50, ACRES.
EaISTIISG'bRA4iLk7SAD�b aREnnniN _.` _-_ _ _ _ _ _ __ ]
f MACDONALD ROAD i _ d' 17. THE TOTAL NUMBER OF LOTS IN -PIN G CREEK AT CHERRY BRANCH 15 eO 1
NI/F GO RAN (PRIVATE) `^ 18. THIS SUBDIVISION 15 NOT IN A ZONE CONTROLLED BY ZONING REGULATIONS.
' 19. ALL PROPOSED CORNERS AUTO BE MARKED WITH IRON PIPES. Storm Drain Line 11
R5 / 1 y 11l
PHYLLIS J LITTRELL uruRF
20. ALL ROOF DRAINS SHALL BE DIRECTED INTO THE ON -SITE STORMWATER SYSTEM.
DB 192, PG 924 DeveLOPMeNT F� uruRE (j H
( / DEVELOPMENT
\ O O 7 Temporary Construction Entrance 13 EC M l l
- - - - - - 21 5007 5F 2 157 SF 24
0.49 AC 9788 SF 0.49 AC
I SJt Fanra
\ 0.45 AC 15000 SF 25
N/F 0.34 AC
10
DOUGLAS A # 5z84 SF N/F I
I BARBARA G BOWMAN O r
O I 0.35 AC GEDID 2 WILLIAM CLARK
DB 1500, PG 56 23 � DB 2376, PG 124 I
I ( 0.35 AC 1I ) AC 15046 BE
AC I I 26 I
I N/F
15552 BE ELF AT GERALD WILLIAM CLARK
II I O I / I Z 0.36 AC FENCE COP. EX, ANGLE DB 1673, PG OO 1
N/P IG238 SF I IG236 SF
22 27 IRON 564'S6'43"E 598.89'
0.37 AC 0.37 AC 1 5000 SF /
D13 28 R , PIS 1 35 I 0 0.34 AC I so6z sF 38 39 46
cp I DB 2873, PG 135 a 0.35 AC 565I SF 1 LOPM
O 0.36 AC 2 0.07 / 6017 5F DEVELOPMENT I `L6
o > 0.37 AC 23 100 SF J
((� Q 6340 SF 6340 SF 2 I I 28 \ 0.53 AC 5s
J z 0.38 AC 0.36 AC O 1 5200 SF 37 I I
O l
I j soon C I 0,35 AC 15121 SF 40
0.34 AC
�I N/F Q O4 4 o.3s AC 0.34 AC
15181 SF ( 30009 SF
O 1 29 0.35 AC ' 0.69 AC
I ERIC E# CATHERINE W C 63405E 63405E O
IERCKSON Co '�I 0.38 AC 0.35 AC 20 15200 SF 36
2 o DB 1250, PG 72 m '',�i I 15000 SF I 0.35 AC Q s1s cF I 4 I 44
I 9 I O01; 5 0.34 Ac O 15152 SF O / 4134z�SF I KING CREEK
I 30 1 0.35 AC 1 55OG SF 27- 20
16340 SF I G340 5F / 0.95 AC
m I 1 5200 SF 35 ' 1 0.36 AC
1� N/F o.38Ac o.3eAc O SA;HOW;NSW
O (� 0.35 AC /
ROBEPT COLON I s000 sF 1 i 0 3s CF 1 + M1558
/ 49 �A21
Z DB 158G, PG 262 z wl O I 1 6 0.34 AC 3 I f / 42179 5F
I G340 SF 1 I G340 5F 15200 SF 0.36 AC / r 0.97 AC
GG' ACCESS 0.35 AC I 0,35 AC I 0.35 AC I t 1 42 i / e
i 1COASTAL PIEDMONT j 1 8 Ef
ISOOOSF 158945E I I 0394AC / r/ / F/ 404 WET ANDS
l�l DEVELOPERS, LLC O I 17 O I 32 1., I I / 50 6
034 AC 036 AC `L6
1 DB 3 109� 6966 SF - - 6966 SF - - 6366 SF - 6966 SF- - - - 1 28522 SF-
_ PG 644 0.39 AC I 0.39 AC 0.38 AC� i \ 0.39 AC - I \ 0.65 AC W w O
U5 FORESTRY SERVICE
51 / DB 1253, PG 589
! I _.�_ O_ _Gt7mW✓-(rveLrci®_ _�_�_�_�__ ___�_._�._ 257235=
- - - - - - - - - - 072�4
0.59 AC /
4 L
I + I I 0 90 I - -G3 53 0.53 AC
BOUNDARY LINE DATA
LINE #
BEARING
LENGTH
IF
514°49'21"E
31.91'
L2
55' 00 30"E
36.89'
L3
5161 1 6' O 1 "E
4e.55'
L4
534° 51' 50"W
38.20
L5
529° 39' 40"W
61 .27'
LG
50' 23' 56'E
81 .57'
L7
57 5 I' 04"E
65.64'
L8
533' 29' 44"E
93,44'
L9
53' 15' 23 E
37.31'
LID
537' 1 3' 09'W
69.23'
LI 1
51 5° 05' 59"W
44.0&'
L12
51'28'58"W
43.94'
L 1 3
536° 50 25`E
71 50'
L14
556' 23' 22"E
1 17.96'
LI 5
553' 54' 30"E
57,CS'
LTG
527' 53' 38"L
24 84'
L 1 7
523' 0958"W
22.04'
L18
553°38' 17"W
59.30'
L19
519'50'20W
41.'7'
L20
51 1- 58' 061E
2351'
BOUNDARY LINE DATA
LINE #
BEARING
LENGTH
L2 1
537' 23' S0"E
42.30'
L22
552' 22' 00"E
78.93'
L23
535' 18' 10"E
65.21'
L24
52G' 22' 2 1 "E
44.39'
L25
559' 31' 58"E
54,40'
L26
N80" 13' 43"E
72,54'
L27
N87" 19' 36"E
26.50'
L26
51 G' 58 23"W
70.45'
L29
518° I5 03"E
34.53'
L30
539° 06 39"E
64.63''
L3 1
5 14° 49 2 1 "E
32.66'
L32
S69° 35' 42"W
33.74'
L33
N78' 07' 17"W
32.59'
L34
N8G' 34' 1 5"W
54,40'
L35
572' 23' 19"W
10.20
WE w I 15170 5F 54 15 sF 73
p > 0.35 AC rr
HORTON �Q 0.3e 6 CF I o.35 AC 62 6 I 6 59 5 57 56 .55 15383 SF / 7.72 SF
DB 2277 �� 15099 SF 1 505G 5F 15013 SF 15056 5F 1 501 2 SF 15054 SF 15276 SF 15170 5F 0.35 AC f 72 AC 6 L 14
PG 108 -U 64 0.35 AC 0.35 AC 0.34 AC 0.35 AC 0.34 AC 0.35 AC 0.35 AC ' 0.35 AC
Q 74
N/F 7s 12 sF I I - _
1 5423 SF "� 404 WETLANDS ) 322007 SF `
I HORTON 0.40 AC 1 0.35 AC �„'� _ - _ .3 7.39 AC \
LA
DB 2975 1 _
G 84 188 t 65 "1'POPOSED FUTURE m L20
5;z9sF 66 O O O O O O _
28345 SF \ ` C.35 AC O 67 68 69 70 7 I 72 I' ST,ORMN%ATER FACILT(If
N/F 0.65 AC X AA(POND# ), -
1 5645 5F 51 52 SF 5 10 SF 5068 SF 5026 SF 5072 SF 5030 SF
MONK FC4MMON AREA) _ -
DB 2404 T 0.36 AC 0.35 AC 0.35 AC 0.35 AC 0.34 AC 0.35 AC 0.35 AC - _
PG 580 �♦ I� ---J / J �/- - - ` _
MONK �� - - - - - - - - - - - - - - / WETLANDS 6 I
DB 87 404 E.
2977 m / / - J
\ 37204 SF.'(<25
PG32G I 0.85AC �\ -- -KL-
\ 392�D 85 84 83 82 81 80 79 78 I 77 76 75-
N/F N/F \ 925 AC 22204 SF O O O O O O O I O O 'ON,D#2 - _
5253 5F 1 51 74 SF 15000 5F 15000 SF 15000 SF 15000 SF 16367 SF 16366 SF o000 5F 15520 SF I E,Q w S<
HER 13ELCHER 0.51 AC 0.35 AC 0.35 AC 0.34 AC 0,34 AC 0.34 AC 0.34 AC 0.38 AC 0.38 AC 7 34 AC 0.36 AC
DBLC707 DB2977
G 691I E I I�� -- J \ _ 1 A,
PG 407
EIP NMP N67°22' C'W 2559. 16' (TOTAL) - N/F L 4 f-
PRICE
�N «. 52.00' I I I I I \rF I N/F N/F N/F BOWERS CZERNIAK N/F
DB 2259 \ 35 I
NIP N/F N/F N/F N/F I N/F N/F I N/F W N/F WALLACE COUGHENOUP HOLLAND I I I DB 2583 PG 522
> W°T \ N/F N/F KAMMERER MCFADDEN v BARES REYhOLDS DB 22 16 DB 2284 DB 2603 DB 2228 DB 3087 PG 334
AMSPACHER COLVELL BENISCHEKVON PLUERECAMPANELLFGRUDZIECKI BROWN
BEST N/F DB 2 1 43 DB 2574 DB 281 O DB 232 1 DB 2484 DB 275 1 DB 2 1 52 DB 2 1 87 I o DB 22 7 DB 2809 PG 648 I FG 104-� PG 65 I PG 599� PG 285
DB 2 1 G3 DB 2849 PG 295 n PG 3G3 FG 79G
PG 603 MUTERSPAUG PG 280 PG 591 PG 306 PG 257PG 573FG 754PG 820PG 272� I �-
DB 2655 - - - _1I COASTAL PIEDMONT
PG 344 - DEVELOPERS. LLC
- - - - - - SECRETARFLJ5 DRIVE
60' RiW IPueuC) ' DB 3 109 Wl lI TE HORSE RUN
PG G44
WHITE fIORSE RUN SECTION Th1REE B
SECTION THREEA I I 5LI501VI5/01V
UGDSLSl01 B) I I I I I I I I (P. C. G, 5L 1,5I -5)
(PC.
I I I I I I I I
Temporary Check Dam 13 EC3 O 5 VM
K r,
' e Permanent Earthen Dam 13 EC4
' - LD - Lm1It5 of Disturbance
GRAPHIC SCALE
'.GO'_-, �
c+
NOTE. TI-115 SCALE APPLIES FOR
24 X 36 511T5 ONLY �--
PROJECT REV15ION5
NO, DESCRIPTION BY DATE
l BMP DETAILS JGT I I.29. 12
2 PW5 COMMENTS JGT 12. I4. / 2
3 STORMWATER REVISED JGT I2.20. I2 J�
C�
I�Wr/J' F'4
r 1 J
O
DEVELOPER W COASTAL PIEDMONT DEVELOPERS, LLC
803-A EAST MAIN STREET i
HAVELOCK, NC 26532
OFFICE: (252) 447-1 529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A. ^�^
P.O. BOX 1309 - 401 HOWELL ROAD'.." V
NEW KERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) C3G-2448
LAND SURVEYOR
HERBERT J. NOBLES, JR., PLS# L-240 A
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
FINAL DRAWINGS
r 1
Released for permits only, •
not released for construction.
o`'1GIN'`rr, .♦x4S� CA
1:1 ITT,r,„ i rr
♦ o ^ Go�p OIL �c r'
F = SEAL 9 15014F. -
-o C-438 r
A4
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9183*,`l,,♦ rlfP�'�GT•ttt�O `♦♦ w
OVERALL SITE * N;ASING
SITE IMPROVEMENTS for
KING CREEK
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
DATE: 11.13.12
PROJECT #: 201 1 -02 1 SHEET: 02 of 1 G
4,

NeusE RIVER \ GENERAL NOTES
II I `"'^✓ I . BOUNDARY INFORMATION 15 AS PROVIDED ON THE "SURVEY FOR BRYAN, _LC", DATED AUGUST
I I N/f I I 7, 201 2, AND PREPARED BY HERBERT J. NOBLES, JR., PL5 (L-2703).
VINCENT WAINWRIGHT 2, DEED REFERENCE DB 1909, PG 47.
�A.
ANGELA BAKER I I GENERAL WATER NOTES 3. PARCEL ID# s SITE 151 RI
DB 2045, PG 205 4 THE EXISTING SITE IS PRIMARILY FORESTED.
I . WATER CWNEP: CRAVEN COUNTY WA7ER DEPARTMENT, 252.636.661 5, 2830 NEUSE 5. ANY COMMON AREAS ARE TO BE DEDICATED TO 111E HOMEOWNER'S ASSOCIATION.
I I I BLVD, NEW B`_RN, NO, 28562. WATER SUPERINTENDENT IS RUSTY HAYES. G. ELEVATIONS ARE BASED ON NAVD 1965. TEMPORARY BENCHMARK 15 PROVIDED ON THE TOP
2. IN THE EVENT T HAT THESE NOTES OR SPECIFICATIONS ARE IN CONFLICT WITH OF THE EXISTING CONCRETE MONUMENT, ON THE RIGHT SITE, AT THE ENTRANCE TO THE
I REQUIREMENTS OF THE LOCAL UTILITY AUTHORITY, THE LOCAL UTILITY REQUIREMENTS PROJECT AS SHOWN ON THE PLANS. THIS BENCHMARK CARRIES AN ELEVATION OF I SHALL OVT 8.51'. (5
ALL BE
SPONSI
LE FOR FIELD VERIP ICA1 ON Of
ING
I I I I 3. CONTRACI OR SF'�. IN SUCH CASE, NOTIFY THE ENGINEER REGARDING DISCREPANCIES. 7 HALL BE R SPONSIBLE OR D 5 OVERY OF EX15TI G UNDERGROUND PRIOR TO ANY CONS, THE CON] RACTOR TRUCTION ERUCTIONAND SHALL REPORT ANY DISCREPAANCIIESEIMMTED IMMEDIATELY O 1AHE
INSTALLATCN5I N, IN ADVANCE OF EXCAVATING, BY CONTACTING ALL APPLICABLE LOCAL ENGINEER,
WORKING ARCJND ALL EX 5TG U1IIUTIE5 AND RSMALL LTAKE N CE55AKYXPRECAUTIIO 5 O TO 9. PORTIONS OF 15 PROJECT E CAUTION WHEN 8, EXISTING CONTOUR SCALE EE N✓T SCALHIti- ZONE �X" AONDTZONE At AS PER FLOOD INSURANCE
I PREVENT DISSJPUON OF SERVICES TO CUSTOMERS. RATE MAP # 372645300J , DATED: JULY 02, 2004 AS ESTABLISHED BY F.E,M.A. TH15 REPORT
I I I I 4. UTILITY LOCAL ON5 SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, 501H MAIN AND IN NO WAY 5UFERCEDE5 THE ABOVE MENTIONED FIRM.
SERVICE LINES FOR THE FOLLOWING: SANITARY SEWER LINES, ELECTRIC LINES (OVERHEAD 10. 404 WE] LANDS ARE PRESENT ON TH15 TRACT AND ARE AS SHOWN. NO WETLAND
I AND JNDERG6DUND), GAS LINES, TELEPHONE LINES• CABLE TELEVISION LINES, DISTURBANCE 15 PROPOSED. THE ENFORCEMENT OF WETLANDS REGULATIONS UNDER SECTION
I I 1 I 5. THE A ONTRAC'OR 5HALI POTABLE
B COORDINATE AND
RECLAIMED
RELOCATION Of ANY EX 5TI G ELECTRIC THE
404 Of I ME TOE JUR15DICTIONNOf THEER UST.USTAND SECTION 10 Of T. ARMY CORPS OF tINGNEEHE RIVERS
I INQUIRIES CONCRS ACT ERNING
S WITHIN
RN NG
AND/OR TEUIF� -ONE POLES OR LINES
TH THE LOCAL UTILITY COMPANY AND NOTIFY THE WETLANDS MATTERS SHOULD BE
THAT AGENCY.
I I I I I I I I CORRESPOND G PROPERTY OWNER PRIOR TO COMMENCEMENT OF ANY WORK,, INCLUDING 1 1 . STREETS IN1'H 5 SUBDIVISION SHALL BE
PUBLIC OAND BE CONSTRUCTED TO NCDOT STANDARDS
NCDOT ENCKCP.CHMENT PERMITS. AS REQUIRED BY CRAVEN COUNTY SUBDIVISION REGULATIONS. STREETS SHALL BE OWNED
G. ANY WATER U AIN5 NOT HAVING THE NECE55ARY 3G" OF COVER SHALL BE DUCTILE IRON AND MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME THE ROADS AND COMMON AREAS ARE
PIPE, MAINTAINED BY NCDOT. THE FOLLOWING RESTRICTIONS SHALL AL50 APPLY:
WE I I 7. WATER LINE L LITY CONSTRUCTION SHALL NOT BEGIN UNTIL AREAS OF WATERLINE A. PAVEMENT WIDTH SHALL BE A MINIMUM OF 20.00 FEET.
WE I I JERRY LEE * RUTH BRYAN I CONSTRUCTI-- J ARE ROUGH GRADED TO BE WITHIN ONE FOOT OF FINISHED GRADE AND B. RIGHTS -OF -WAY AT INTERSECTIONS SHALL HAVE A RADII OF 25.00 FEET.
ALLEN G * NINA D FOSTER FILL AREAS A°5 COMPLETED AND COMPACTED. C. RIGHTS -OF -WAY AT CUL-DE-SACS SHALL HAVE A RADII OF 50.00 FEET
N/F N/F 8, WHILE TE5TI1_ . THE CONTRACTOR SHALL ENSURE THAT CHLORINATED DISINFECTION WATER WITH A RETURN RADII OF 35.00 FEET.
UNCH MILTON HEVERETTE, JR. JEANNAN A. BRYAN I NORRIS I DB 1 855, PG 34 I NOT BE DISC-ARGED DIRECTLY INTO A STORM DRAINAGE SYSTEM OR SURFACE WATERS D. STOP SIGN AND ROAD NAME MARKINERS SHALL BE INSTALLED
DB 3035, PG 503 DB 945, PG 8 17 DB 2425, PG 342 EIP AT I WITHOUT THE 'RIOR USE OF APPROPRIATE DE -CH LORNATION METHODS. ACCORDANCE WITH COUNTY AND STATE STANDARDS.
GATE 9. REFER TO 5PF-IFICATION5 SECT ION 02665 FOR WATER DISTRIBUTION SYSTEM. /�2 DRAINAGE AND UTILITY EA5EMEN15 ARE AS FOLLOWS:
rx. zcr'Az 566'40'55"E 627. 1 3' I 10, ALL WATERMA 'd5 AS SHOWN HEREIN SHALL BE PVC 5DR 2 1, CLA55 200 UNLESS A. 10 FOOT EASEMENTS ALONG RIGHTS -OF -WAY.
_ 5'
OTHERWISE' -OWN. �� ' B. 15 FOOT EASEMENTS CENTERED ALONG ALL 51DE LOT LINES.
l�x'STNGZ,RAv�L R qno ro rz nnAin _ _ _ _ - - -- - - h I I I . WATERMAINS =1ALL BE INSTALLED 4 FEET FROM 1 HE EDGE OF PAVEMENT OR BACK OF C. 20 FOOT EASEMENTS CENTERED A._ONG ALL REAR LOT LINES.
-
M ACDONALD ROAD (I) FLUSHING HYDRANT ASSEMBLY � __ CURB UNLES_ JTHERWISE SHOWN. D. OTHER EASEMENTS AS SHOWN ON PV+1.
% \ 60 RAN (PRIVATE) (1) 6 X 2' REDUCER I ��� 12. ALL WATER VA_VES SHALL BE LOCATED OUTSIDE OF PAVED AREAS UNLESS APPROVED 13. TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS:
N/F (I) 2" GATE VALVE 4 BOX OTHERWISE. A. O FOOT SIDE SETBACKS
PHYLLIS J LITTRELL 00.00' pO 230,00' Cp(I) 00 LF - 2" PVC EX END f WED) � I I 13. WATER VALVE 5OXE5 LOCATED CUT51DE OF PAVED AREAS SHALL BE PROTECTED BY � B. 1 5 FOOT REAR SETBACKS.
DB 1 192, PG 924 I� L 1 - DEVELOPMENT I / = 1 FUTURE CONCRETE VA VE PROTECTOR COLLARS AS PROVIDED IN THE DETAILS. WATER VALVE C. 30 FOOI" FRONT 5ETBACKS, UNLE55 OTHERWISE NOTED.
CVEWPMENT I BOXES LOCAL _D INSIDE PAVED OR CONCRETE AREAS SHALL BE LEVEL WITH SET FLUSH D. 75 MINIMUM LOT WIDTH AT THE FRONT SETBACK LINE.
L-43 �l O / 4=� I 0 ,��WO7J WITH FINISHED GRADE. TH15 SUBDIVISION TO BE SERVED BY CKi,:'EN COUNTY WATER DEPARTMENT
AND INDIVIDUAL SEPTIC SYSTEMS.
O 0 ! ,-
- 1 NI 21 507 SF \ 21 507 SF
- 0.49 AC 19788 5F 0.49 AC m 24 O 1 K 339'- -� ? 15. PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY THE CRAVEN COUNTY HEALTH
\_0G45 AC 1 i 15000 SF O N DEPARTMENT.
\ (I )END OF LINE BLOWOFF ASSEMBLY O (cn 25 TD m I 16 AREA TABULATION FOR KING CREEK AT Cr"RRY BRANCH:
`i4-92' 'L /- J 3.660.34 A� - m 5284 SF �� 3 HIGH DEN51TY AREA: 44.38'- ACRES
\ N/F m 8 _ WE LOW DENSITY AREA: 14. ACRES
1 A2.56, �74.0 T I O ' 0.35 AC - a
DOUGLAS A d V L - GERALD WILLIAM CLARK rorAL AREA: 4e so= ACRES.
BARBARA G B04VM {N O h o O 7. THE TOTAL NUMBER OF LOTS IN KING CR'_`_K AT CHERRY BRANCH 15 90.
b 7 M I I DB 2376, PG 24 8. THIS SUBDIVISION 15 NOT IN A ZONE COWROLLED BY ZONING REGULATIONS.
I DB 500, PG 56 ° m
I 1 I oI 15209 5F m o 15209 5F p 23 ({ o I g ��' 1 O (1) FLUSHING HYDRANT ASSEMBLY I ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES.
0.35 AC I ro 0.35 AC 5048 SF € o o 26 v (I) G" GATE VALVE 4 BOX / 20. ,ALL ROOF DRAINS SHALL BE DIRECTED INTO THE ON-51TE 5TORMWATER SYSTEM.
- -�7� 7a \ N� /' 7a- 0.35 AC
- I 00 h EIP AT 6" PVC EXTEND CAPPED) GERALD W LY/LIAM CLARK 1
I o 111
\, i S. 14' FENCE COR. 1 (I) END OF LINE BLOWOFF ASSEMBLY
l DB 1873, PG 001 W09
-1-68 28`- _ EX. ANGLE W/ G' GATE VALVE B Box
0 6 I 12 O 1 (-/ x
'� N/F ` 162OF e I I C238 SF 22 Oo I- -_a 90,09' IRON 564°56'43"E 8e&E8el
0.37 AC m i I m 0,37 AC I (I) FLUSHING H RANT ASSEMBLY
JAMES R WATKINS in uT _I ( I50005F I O i 27 21.14' N 6.44' j -�\ 6.96' 1�-GI--- 42.03'
d o 9oea 9e ea - 0.34 Ac I ' so62 5F m 38 39
DB 2873, PG 35 "Q `° 0.35 AC �`° / r i° '_^ FUTURE zone iv
\ i 24.00 ��� O y-g�Op- O 19.91' 10 36 ACF DO7 ,+ I m 1 16017 5` DEVELOPMENT II 1 p 4� 6�
I I 1 > oI O I o I c O 13 00 I O e{ 0.37 AC - 4,40' S1jjjjj 231005E 2 1
I� cv_r 8 0 1 6340 5E O i O i / 6_0 -_. 1 25.69' `1� ° -c 16340 SF a 28 0.53 AC S
z 0.35 AC 0.38 AC 2 I O m 0.23 8 '81 0
J 1 0 h- 4 O O 50O o 1 Q( o0 15200 Sr o 37 z7.3z e I -3 7 - -3
V I 1 F90-B6'- -F9B.00'- O I 0.34 AC O I 0.35 AC _Ot° 1 5 m N 255 40 r I m� I
Q H9600�- 1 9.91' 0.35 ACv^i ffl5f
I /47t _ _ N a 15005 SF -�-IW06 0009 SF
0 4 0 l 0 1 4 se oo�
N/F F ,' �I 163OF ( 1630 00 o 29 0.34 AC O 0,35 AC p I O� �U.68 AC
EPIC E CATHERINE W O I , 4 -
ERICKSON t 'z n 3A Ar 0.38 AC I o 15200 5F Q 36 o I o-I-6-7. 1�'- %�'� -..� f I0 ' 3'*8'S5
I I`) (I) FLUSHING HYDRANT ASSEMBLY �._ y.ge. 00'- O 20 O - ro 0.35 AC 00 N - m �l "
DB RICK O 72 m 5 (1) 6" X 2" MJ REDUCER (DIP) O O 9.91
Z o lal - - aI s000 sF g 9a.00- sz n sF 2s.zo' I 4 1 a 2,CO
1 w 10�•,, OI O ( o I i 5 NL- OtO� - O 30 0.35 AC 4.45' �i I S IO O� 44 O f l ^ 41 34-2E9 SF
1 O �_g 1,6g= 0.35 AC 1 550G SF
I G340 5F I G340 5F '
o o 5200 SF O I N 20.26' / T� 0.36 AC 8 0.95 AC
O >; 0.38CM 91 I 0.38 AC o
-+9o-ee'- � � I_..- -r9ci.oc�-- � v� � � I10
� 0.35 AC �� I zo.00' 35 'I' �
N/F - I,�) 8 m 9 0 ' 8 -h96.00'- 1 5671 5F 6
ROBERT COLON N =1 - --- - �1 O 0 T + n
1V = N1 I 1 s000 sF o I - 0 36 AC I A9' 43 / /I C 49
f= DB 1586. PG 282 W of O /,- �I o I o 6 Ig 0.34 AC O I o O 3 I Oo 100.00' 99.63 I I 3 5505 5F / / 42179 5F
v \ IO 380AC IW04 + 1� 0.38 AC O t50t00-� I 15200 5F 0o I 1 .\ � .36 Ar� / ! / ,L'� \ \
G340 5f0.97 AC /
L---reoae, I r9e001 �� 0,35 AC n O I 42 a /
60' Access - - ( �w I 0 BOO` 33 34 - 116964 SF
( COASTAL PIEDMONT b o o' I ° 000 SF ( 1 F `I + N o.39 AC r / < 404
DEVELOPERS, LLC o0 O o o O 7 Oo of 8 �_ s 555 5 I i / 50
o N O -I 16366 SF `0 32 0 O \
DB 3 09 O 1 6966 5F '\ O O 6966 SF O- 0 10 16966 5F O I I I 6
I I I �03}- PG G44 ( °�� 0.39 AC �W03 0.39 AC 00 ,35 AC I ( �n ( A a 3 / 4 \ 28522 SF
�/ _J j O 39 AC -(1) FLUSHING HYDRANT ASSEMBLY I N \ \ 0.65 AC
WATER PLAN KEY NOTES fin/##�
1. TIE TO EXISTING 6 PVC WATER LINE AT LC_iTION A5 SHOWN WITH (2) 90° DIP BENDS AS
NEEDED. REFER TO 5'1EET 13, DETAIL W = FOR TAPPING SLEEVE 4 VALVE DETAIL.
2. REFER TO SHEET 13, DETAIL W 13 FOR 5-__L ENCASEMENT AND CARRIER PIPE DETAIL.
3. REFER TO SHEET 12, DETAIL W 12 FOR G-E VALVE 4 BOX DETAIL.
.0T 4_ REFER TO 5HEET 12, DETAIL W7 AND 5F-`_T 13, DETAIL W I I FOR WATER SERVICE LINE
INSTALLATION DETAILS.
5. REFER To 511EET 12, DETAIL W8 FOR WATER LINE CR055ING STORM DRAINAGE LINE DETAILS.
6, REFER TO SHEET 12, DETAIL W3 FOR F_J5HING HYDRANT ASSEMBLY INSTALLATION DETAILS.
7, REFER TO SHEET 13, DETAIL W 12 FOR :AFPED END INSTALLATION DETAIL AND END TREATMENT.
6. REFER TO SHEET 12, DETAIL W5 FOR T'[CAL TRENCHING DETAIL.
9. REFER 10 SHEET 12, DETA',L W4 FOR T"ICAL END OF LINE BLOWOFF INSTALLATION DETAIL.
10. REFER TO SHEET 1 2, DETA',_':"✓9 FOR T"PICAL LOT SERVICE LOCATION DETAIL.
I .50'
4 9.61
3.6 I &
KING CREEK
27- 1 20
�5A;HOW;N5w
/
15##�
SIT__E
PLAN KEY NOTES -
REFER TO 5H T 7
. DETAIL R 1 FOR TYPICAL PAVEMENT SECTION DETAIL.
2, REFER TO SH _T :
DETAIL K2 FOR TYPICAL CUL DE SAC RADII AND
DIMENSIONING3.
REFER TO c_ I !
. DETAIL R3 FOR DRIVEWAY ENTRANCE DIMENSIONING
AND DEl A L
7,70' 4. REFER TO 5H_ET 1,
DETAIL K4 FORTYPICAL 15LAND CURB 4 GUTTER
DETAIL, CLPB 5HA_L
BE INSTALLED A5 "SPILL CURB."
5. REFER TO 51EET
. DETAIL R5 FOR TYPICAL 51ORM DRAINAGE
TRENCHING t IN5T-_.ATION
DETAIL.
6. REFER TO S'EET
DETAIL RG FOR TYPICAL AREA DRAIN DETAIL.
7. REFER TO SHEET
DETAIL R7 FOR TYPICAL PIPE END TREATMENT DETAIL.
wolf y / ` K _ woa
\ J �I\ I laloo �- 50 r z+oc - -- 8 `s+oo ----------t---- e oo -----' 'o.00 ie+oo 66�91- 1 '-/ o �Ay� \ \ - w US FG RESTRY SERVICE
_ - O 165.00' `� 65.00' \ 25.01' c' 64.99' 00.00'
(WO o - -_� 18.. , 5 y Ati �� \ DB 253, PG 569
---+- _ --- -�--I--�-- - - �sg
�- o w--'---- L------------- ----- ------------- O 59 AC " o
0 6o�w PusL sh
- - - - - - - - - - - i 52
1 ecv IG5.00' I g9,_ (I)b X6"DIP TEE 9A g8 Li
2 - 59:Z7' - ('. X 6 X G" LVE 4 BOX R0557.00' 87.00' 87.00 87.50 87.50' 66.00' 9.05' 4.90' /'� \ 2290 � 3 d�
(I) 6" TAPPING SLEEVE AND VALVE p 8 ���ddd
( I O 6" - 90° DIP BENDS C 63 X 6" E /WO5 (1) o' X G" X G" DIP TEE L 53 ?0.53 AC y
60 LF - 2-3/4" STEEL ENCASEMENT PIPE _, �� 90 10 (2) e GATE VALVE 4 BOX \ 0 /� �(2) G" GATE VALVE 8 BOX 5383 SF \ . / / +
N/F a m 6966 SF 5170 SF 54 s \ 0.35 AC \ K 3 7�
HORTON 0.39 AC 0 3s AC 62 6 I 60 59 58 57 56 I 55 O+ ^ . 75071 sF
DB 2277 Q O O N 79.00 - I O I " O( O O I O "I' O I O O' 5383 5 ` / / 72 ACg / O�
<v z __ 5099 SF 505G 5F 501 3 SF 1 505C SF 1501 2 5F 15054 5F 1 5278 5F ^ 15 1 70 5F t; 0.35 AC / \ �6
/ PG 106 - p O 0.35 AC 0.35 AC 0.34 AC 0.35 AC 0.34 AC 0.35 AC 0.35 AC 0.35 AC , / go \ y
�O 89 -'�I.; I�� E4 ��I I� I� fiI - O fiI O tl a5 N _ /
(I) EXISTING 6" WATER MAIN Q 75 2 SF N O 505 1 \OA x& 130.49 / 74 S
_ I I a3s ncF J a.a4 1 L t oa -' M 404 WETLANDS 3 / 322007 5F
N/f 0.40 AC 25.33 I' _
HORTON 60.00' -' --- +g N ` Ow! 59. 1 O' 27.9 ' 57. 1 O' 29.9 42.00' 03.6T �i l y W / / 7.39 AC
/ \ DB 2975 _�52-9-3- I \ i V / 40. 12' _ 55. 10' .90' 52.60' 3.9 50.60' 5.40' 48. 10'
+
0
Cn / 0.98 25.90'
PG 84 I N. "
24.65' o\ \ 65 �I O O O O O O O I 506 r \ mo w- M
/ 51295E I PROPOSED FJTURE ^ M a ` y zo
88 � . t 0.35 AC � ( ( I I 2 rc\
O,G5 SF \ 67 0 68 69 0 70 N 7I O 72 N STORMWATER FACILITIES
N/F 0.65 AC / o `� o / 66 I AREA (POD 3# 1) / \0 m
MONK / o \ TO' \ 1 5645 SF 51 52 SF 51 10 C 5.35 C 5.34 C 5072 SF 1 5030 SF
�' �� N N '\ V / 0.3G AC 0.35 AC I 0.35 AC ( 0.35 AC 0.34 AC ( 0.35 AC 0.35 A.0 l (COMMON AREA)
/ -
\ DB 2404 / 2 2 ISO 11- / I - - - - - ''(I) Fws,'vG HSEMBLY y y
PG 580 WE Ali / � s s\O \ 9\ � O O O O � 071 O O O O O O \ -' ASSEMBLY � �
\ MONK ,� x- �. w 6.65, 20.72' _ _ - - _ _ „
DB 2977� m 87-- 85.00'sss� bs.00' as.00' bs.00' a5.so' as.so l y 404 WETLANDS
372045E\' �_____-__-__-_ __-__- -__-__ __-__-__-__-__--__-__- ­37�� / .� I' 6�
PG 32G 0.85 AC ~�---__ - -_«-_i=__�-___�--_a+oa I - '� - ; y ,� .. • + JS`
io+oo _ R
68.76�-_-_- 54.05' 00.00'----_100.00-_ --I 00 00' _---- 100.00' 65.00 ,) i r 85.00 43 33'
\ 3�" �' 37.20' O 39.2" 30.27' 502 -/ I \ / •• "' " ��bJS
EL
86 (-- .(I) FLUSHING HYDRANT ASSEMBLY-
\ ( / 3o9oACF / O 85 84 I 83 O 82 I 8I I 80 O 79 78 o I I o 77 76 I 75 II \� \ 4VPRtr�E
N/F / 22204 C ry"7t 1 5253 5F 15174 SF 15000 5F 15000 5F 15000 SF 15000 5F 16367 E= Q 4 6366 SF 5000 5- 1 5520 SF I POND#2 - ER \ \ b
N/F BELCHER \ V / / C.51 AC > 0,35 AC 1' 0.35 AC I 0.34 AC 0.34 AC I 0.34 AC I 0.34 AC I O 38 AT N I N 0.38 AC 0.34 AC 0.36 AC I I I / � \ a, +rybJS�
BELCHER DB 2977m\4•
DB 0 1 707 PG G9 60 -/ O O O O T 186.7T 53.40, 1 841 10,42' 100.00' l.
100 "W
NE-'22'00"W 2559, 10(TOTAL)TAU
EIP NMP I I
N/F N F
82 0o I I I I I I I I i I I N/F I N/F I WE I N/F
N/F N/F N/F N/F N/F N/F N/F N/F N/F WAL ACE COUGHENOUR HOLLAND BOWERS CZERNIAK
N/F U REYNOLDS
BEST I AM5PACHER I COLVELL 5ENI5CHEK VON PLUERENI CAMPANELLA I GRUDZIECKI I BROWN I KAMMERER I MCFADDEN I Q BARES I DB 2809 I DB 22 6 I DB 2284 I DB 2603 I DB 2228 I DB 3087
DB 2 143 IDS 2574 DB 281 O DB 2849 DB 232 1 DB 2454 DB 2751 DB 2 152 DB 2187 DB 22 17 PG G46 PG 1 04 PG G51 PG 159 PG 285
DPG 803 IMUDBR2855GH I PG 260 I PG 59 1 I PG 30G I PG 287 I PG 573 I PG 754 I PG 820 I PG 272 I PG 295 O I PG 363 PG 796
PG 344 �- �- O O O - -C CA5TAL PIEDMONT -
SECRETARIAT DRIVE DEVELOPERS, LLC
O
60' R/W (PUBLIC,' DE 3 109 - WHITE HORSE RUN
PG e44
N/F
HARRI NGTON
DB 2583
PG 334
7 WHI TE HOR5E RUN F- 5ECTION THREE 5
5ECTION THREE A I I 5LI501VI5/01V
P CU5 1V 5/�9-B)I I I I I I I I I I (P, C. G, 5L l 8 / -5)
I( I I I I I I I I _0---j--j-----�---
w _✓
675.54' C
WE
PRICE
DB 2259
PG 522 -
' LEGEND '
SYMBOL
DESCRIPTION
PG.IDET
Property Lines/Right of Way Lines
-
-
- - - -
Property Minimum Building Lines
-
-
404 Wetlands
Blue -Line Stream Buffers
�j
-
10' X 70' Sight Triangle
1
HProposed
Water Valve $ Box
12
W3
Proposed Reducer
-
_
ti�o
Y
Proposed flushing Hydrant
12
W3
-
Proposed G" Water Line (SDR 2 1)
12
W5
- -
Proposed 2" Water Line (SDR 2 1)
12
W5
*--►4--
Proposed End -of -Line Blow Off
12
W4
Proposed Water Service
12
W7
OExisting
Utilities
_
_
F'4
Pipe Label
1 1
R5
AD-#
Area Drain Label
I
R5
®
Pipe Flared End Section
I
R7
Pipe Outlet Protection
I
K7
Drainage Direction Arrows
Ditch Centerlines
I
Storm Drain Line
I
K5
Temporary Construction Entrance
13
EC I
��-
Silt Fence
13
EC2
®
Temporary Check Dam
13
EC3
ePermanent
Earthen Dam
13
EC4
- ,o -
Limits of Disturbance
GRAPHIC SCALE
100 50 0 10
�C'
NOrf. 7_H15 SCALEAPPL/E5 FOR >�
24"X 36" SHEETS ONLY.
PROJECT REV1510N5
NO.
DE5CR/PTION
5YA12,20,
/
5MP DETAk5
JGT
2
PW5 COMMENTS
JGT
3
5TORMWATER RffV15fD
JGT
DEVELOPER
COASTAL PIEDMONT DEVELOPERS, LLC
503-A EAST MAIN STREET
HAVELOCK, NC 28532
OFFICE: (252) 447- 1 529
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW KERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR., PL5# L-2403
15G CAMPEN ROAD
BAYBORO, NORTH CAROLINA 2851 5
FINAL DRAWINGS
Released for permits only,
not released for constructio+
```l\llll lflf/ffl `t\ittl Iff11
,. ` G INFO ''•, •```RB An '' ^ V
14 t
r
fir? ogYOR9 j 1c'° °°�C Sro� yJ4
EAL(
F = SEAL 1014 -
3p C 438 ¢ v ` = -
SITE UTILITY L'AN
SITE IMPROVEMENTS For
KING CREEK
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
SCALE: I ": 1 00' DATE: 1 1. 1 3. 1 2
PROJECT #: 201 1 -02 1 1 SHEET: 03 of 16
'l.
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:L

STORM PIPE DATA EROSION CONTROL NARRATIVE, NOTES, * SCHEDULES LEGEND
PIPE DESCRIPTION INVERT EL OUTLET EL. LENGTH SLOPE NARRATIVE
. DI5TUK1iAREA: SYMBOL DESCRIPTION PG IGJT.
P 18 inch RCP 7.00' 6.75' 83' 0-30% LIMITS OF DISTURBANCE 15 AS DEFINED BY THE SILT FENCE PERIMETER AND AN AREA ROUNDED UP TO 45.0 ACKE5.
N/F I I P-2 24 inchNAP 6.606.60' 50' 0.40% z. EXISTING co DmoNs: Property Une5/Ri6jht of Way Lines -
V I NCENT WAINWRIGHT F-3 24 mcn AGE 8,60, 8.60' 50' 0-40% EXISTING TRACT 15 PRIMARILY FORESTED AND ABUTS RING CREEK. TRACT DOES INCLUDE 404 WETLANDS, BLUE -LINE STREAM AND _
ANGELA BAKER P-4 16 inch KCP 10 Go' 10,40' 41, 0.46% ASSOCIATED NEUSE RIVER RI FABIAN BUFFERS (N NG CREEK), AND COASTAL MAR5H LANDS, ALL OF WHICH MILL NOT BE D15TURELID
I
DURING THIS PROTECT, ---- Property Minimum Building Lne5 �DB ROAR, PG 205 I P-s a n nKCP 9.00' b.bo' a3' o4G%
3 P-6 36 inch CPP 8-50' 6-10' 159' 1 51% CONSTRUCTION OF A LOCAL HIGH DENSITY/LOW DENSITY RESIDENTIAL SU5DIVI510N WITH ASSOCIATED ROADS, WATER LINE5, STORM - 404 Wetlands _ =
P-7 24 inch RCP 10-00 9-80, 41' 0,49% DRAINAGE LINES, A WET DETENTION BASIN, AND DRAINAGE SWALE5 TO SERVE 90 PROPOSED RESIDENTIAL LOTS.
P-6 24mchCPP 9&50' 6-50' 1CA' 1.8G% 4" SOIL5 (ACCORDING TOTHE NRC550U5MAP OF GRAVEN COUNTY), Blue -Line Stream Buffers
P-9 24 inch CPP G.50' 6.25' 1 5' .G8% ADFFNPAULE LOAMY SAND AuDi CRAVEN MLCK (CT), AND NORFOLK LOAMY FINE SAND (Nob).
F-10 24 inch RCP 8.30' 8.20' 27' 0,37% 5. RIVER BASIN: _� I O' X 70' 51 ht Triangle
I I I I EROSION CONTROL KEY NOTES I REUSE
g 9 n^
I . REFER TO 5H LEI 13, DETAIL EC FOR TEMPORARY CON5TRUCTION F-I I 3G �nrn CPP 8.00' 7.40' 159' 0,38% INN
ENTRANCE DETAIL. P-12 3G inch CPP 7.40' 7.20' 84' 0.24% _ 6. RECEIVING 5TREAM: Proposed Water Valve � BOX 12 �U✓3 V'
KING CREEK (SA;HOW;N5W)
2. REFER TO SHEET 3, DETAIL EC2 FOR TEMPORARY SILT FENCE I `1
INSTALLATION DETAIL. P-13 36 inch CPP 7.20' 6.60' z3r o.z6%
I 7. POST -CONSTRUCTION 1DE BUGLES MANAGEMENT: ' PPO OSed Red UCer _ •n
3. REFER TO SHEET 13, DETAIL EC3 FOR TEMPORARY CHECK DAM DETAIL P-14 16:ncn KCP 9.50' 9.30' zT 0.74% P �
I LOTS DRAIN TO ROADSIDE DITCHES. ROADSIDE DITCHES FLOW To STORM DRAINAGE PIPE NETWORK, WHICH OUTLETS INTO POND.
I 4. REFER TO SHEET 13, DETAIL EC4 FOR PERMANENT EARTHEN DAM DETAIL F-15 24 �ncn CPP 9.00' G.Go' I68' 1 43% POND OUTLETS INTO LEVEL SPREADER wIm VEGETATIVE SHELF ( I oo LF LONG x so LF RIDE). STORMS BEYOND rnE 1 o YK OVERFLOW nl ' ��
I I 5. 30' VEGETATED TO BE U5ED A5 A CONTRACTOR ALTERNATIVE TO VIA EMERGENCY SPILLWAY. n- Prop05ed Flu5hing Hydrant 12 \Y3 :A
I STANDARD SILT FENCE IN AREA5 A5 5HADED. F-16 42,,& CPP G.GO' G. 10, 205' 0,24% 'AYQ
6. REFER TO SHEET 1 I, DETAIL EC5 FOR BA51N SKIMMER DETAIL, SKIMMER I GENERAL
P-17 48 inch CPP A. 0' 4.75' 36' 0.99% ry
TO BE INSTALLED FOR SURFACE WATER DRAWDOWNAND TIED DIRECTLY 1. coNTRAaoR SHALL GRADE ALL Lors sccH mqr FLOW FROM BUILTUPONAREAS AND BUILDING ENVELOPES BE DIRECTED TOTHE PfOp05ed 6" Water Line (SDK 2 i) 12 �'<'S � LL
TO OUTLET 5TRUCTU RE A5 TEMPORARY. 5RIMM ER TO BE REMOVED ONLY F-16 48 inch CPF 4.75' 4,00' 40' 1 .8G% ROADWAY OR Om ERW'5E INTO THE 51ORMWATFR MANAGEMENT SYSTEM. ANY ROOF DRAINS INSTALLED SHALL BE DIRECIED INTO THE F7 Ir ,
WHEN PROJECT IS FULLY STABILIZED WITH GROUNDCOVER, I STORMwgTER MANAGEMENT SYSTEM.
P-19 18 inch RCP z00' .50' 69' 0.72% I-y 1
N/F ' 2. NEEDS TO SECTION 02270 FOR EKOSION CONTROL SPECIFICATIONS. Proposed 2" Water Line (5DR 2 ) 12 �^ 5
P-2D 48 inch RCP 3.50' 3.50' 1 52' 0.00% 3. REFER TO SECTION 02930 FOR SEEDING AND MULCHING SPECIFICATIONS.
N/F I JERKY LEE � KUTH BRYAN I 4. WORK INCLUDED IN THERE DRAWINGS 15 NOT TO BE COMPLETED PRIOR 10 P40JDO PERMIT DOCUMENTS BUNG 05TAINED. THE --
P-21 36 mcn RCP 6,50, 050' 1 I' 0.00% CONTRACTOR SHOULD NOTIFY THE ENGINEER IF QOE5TION5 AR15E CONCERNING PERMIT STATUS. F ►•I
ALLEN G NINA D FOSTER►F Proposed End -of -Line Blow Off 2 LV4
N/F N/F P-Out 24 inch RCP 6.50' 6.50' SI' 0 00% 5 THE CONTRACTOR IS 10 SCHEDULE AND HOLD FIRECONSTRUCTIONCONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING � ^/ ' +
NORR15 DE, 1555, PG 34 CONSTRUCTION WITH ALL APPLICABLE PARTIES. THE CONTRACTOR SHALL PERFORM ALL WORK, CLEARING, GRUBBING, AND OTHER LAND --
MILTQN HUGH EVERETTE, JP. JEAN NAN A. BRYAN I I D15TUR51NG ACTIVITY IN ACCORDANCE WITH THE NORTH/ CAROLINA EK051ON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ��
DB 3031 PG 509 DB 945, PG 817 DB 2425, PG 342 EIP AT p p p 6 THE CONTRACTOR SHALL NSTALL APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO CLEARING, GRUBBING, - Proposed Water Service 12 U✓7
✓ 1 -\ ! - / GATE STOI\M �TI\U IiTU \E DATA EXCAVATION, FILLING, OR ANY OTHER LAND 015TUREING ACTIVITY WITH THE EXCEFT;ON OF TH05E OPERATIONS NECE55AA` To INSTALL
ex. aEanR / ��-, / . // / w 566O40'S5"E 827. 3' Q %
1 i - MEASURES. �T
_ - _ _ - _-_ h STIR. MAX. O PIPE IN INV. IN. PIPE OUT INV. OUT RIM EL. CONTRACTORSHALLSHALLPRov1DEANDINsrgLLSILrFENCINGANDornERERosloNcoNTROLDevlcesrocoNr OLsoIL wsting Utilities
_ M P"
E
o-- - _ _ rZISTNGZ,RAV�L ROAD TO REMAI + S EROSION DURING OFF -SITE UTILITY CONSTRUCTION AS NEEDED. ANY AND ALL DISTURBED AREAS SHALL BE GRADED AND STABILIZEDX h '�
/r / Q h --.. o-�-.a-r> .. AD#I 3G, 12.50 IMMEDIATELY FOLLOWING UTILITY INSTALLATIONS.
XI{{ _ TIE;, _ --- ( _ A .5. P- 7.40' P- 1 2 7.40' 8. FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES SHALL RESULT IN THE CONSTRUCTION P-# Pipe Label R5
..._�R _ - __ AD#2 3G" 1 2.50 "_.'.`�- 9
\ PHYLLI5 J UTTRELL T 7 TU /1 - P-12 720' P-13 7.20' ALL ROOF DRAINS SHALL BE DIRECTED INTO THE ON -SITE STORMWATER SYSTEM R6
DID 92, PG 924 t s evELOPMFN I i \ I FUTURE I AD#s av' P-13 6.6E zoo Aalwnes BEING HALTED UNTIL SUCH TIME AsCONSTRUCTION SEQUENCTHE MEASURER ARE E A APPRoveD, AD-# Area Drain Label
u` '> DEVFLOPME E05 P-I5 6.60' P-16 6.60' 1 INSTALL APPROVED SEDIMENTATION AND EROSION CONTROL MEASURES AS PROVIDED IN THE PLAN OR AE OTHERWISE DIRECTED ROTHE
\ l r 8 / 0 1 1 0 ® Pipe Flared End Section R7
yy � / ENGINEER. .•
y S O % 9 !/� 2. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION ENTRANCES AS SHOWN ON THE PLAN AND
_ { - 2 1507'SF 2 1 507 SF I AD#4 a8" P-6 6. o' 1 z.00INSTALLED PERTHETEMPORARYGRAVELF ,
..._ `\ O 45 AE•.._, �`�J 15 00 SF ,I I � ~l , om P-I s 6. 10' P-17 6.10' ENSURE TEAT THE
MUD AND SEDIMENTS TRAGRING OF
FROM OF MUD PAVEMENTS DDBIE ONTO AD ENTRANCE DETAIL. THE S 15 MINIMIZED,
SHALL TAKE L DAILY RE ACTION ro 2$J$��' Pipe Outlet Protection V• .p
s 049 AC, \ / 049 AC 0 AC �' 25 m AD#5 45, P-17 495' P-18 4.75' 11,00 4. TO WETE SITE RK qR ACLEARING, RRAUDC�NGHAPD STRIPPING A5 ADJACENTPAVEDVED ROADWAYS MINIMIZED, AND SHALL DAILY REMOVE ALL r- Dralna(�8 Direction ArrOWS I `7. J�
O 5 GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A MANNER AS TO MINIMIZE SOIL EROSION, SILTATION, r
N/F `3 ,H ( (�� 14 I 5284 SF N/F AD#G 24" 10.50 OF DRAINAGE CHANNELS, DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO PROPERTYOUTSIDE THE LIMITS OF THE WORICAREA. _ ','• 1
q - Y 5 AC N _ PW 6.50' P-9 6.50' S. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHEc'. DAMS, INSTALLCATCH BASINS AND CULVERTS WITH INLET
DOUGLAS A GERALD WILLIAM CLARK AND OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS HEEDED MAINTAIN DIVERSIONS ALONG TOP of FILL SLOPE DAILY. ------- Ditch Centerlines F
BARBAi2A G BOWMAN v, q' -� 7 --.. 1 v ��� >-- i., \PO9
T !/ t` DB 2376, PG 1 24 AD#7 24 P-Out 6.50' P-21 6.50' 9.50 6FW15H THE SLOPES AS SOON A5 ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCHDB 1500, FG 56T'i 5�F '� 23 T MMEDIATELY. �{F OUT 2a" 8.50 7. COMPLETE FINAL GRADING FOK ROADS AND 5TABIUZE WITH GRAVEL. Storm Drain Line f'S v
_. P-Out 6.50' `8. PERMANENTLY VEGETATE AND MOLCI'. ~' +�
I / ( ( 035 AC \j `. (J.35 AC 1 504 5F 26 1 -
\. \ \\\\ SSS2 SF\ ` N/F 9. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURS AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
I /,1 O$S AC'I V 10, ANYFILL MATERIAL NEOE55ARYTOCOMPLETE PROJEQGRADV6 WHICH IS,NOTABLETO BE GENERATED FROM THE SITE SHALL BE Temporary COn5tructlon Entrance. 3 EC
0.3G AC R AT G RALD WILL AM CLA K OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FAc L:TY. L ,
{ ANY EXCESS MATERIAL HAULED OFF -SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE EXPORTED TO AN APPROPRIATELY
' I 2 ( FENCE CO ` !, IRON
EDB 873, PG 00IR t PERMITTEDeoRRowFAau -a -o- Sllt Fence 3 EC2 R
�' nnn
re
-� N/F ` .. ; �; I G238 5F n, T 62 '8 SF 1 _ 2 2 . 27 - �� -- - / 564°56'43"E 898.89' / - I 1. THE FIELD CONTACT FOR THE MAINTENANCE OF PRO oNEN ANs DMiENCE NTALO:NCONTROL DEVICES SHALL BE THE CONTRACTOR'S Temporary Check Dam
. 0.37 AC T 0.37 AC / 38 'A`' '/ \ ( „ - _ - _ �1 f SUPERINTENDENT.
® p Y 1 3 EC3 ,
JAME5 R WATKIN5 \ +S000 sF
DB 2873 PG 35 � , : I " `ET.34 AC 1 5062. 5E P (-- v 39 - / _ `,i �' 2. ALL ER051ON AND SEDIMENT CONTROL PRACTICES WILL BE c"ECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF wI
((� , ... _. L - I _ 0.3y AC 1�., -,I 565 SF \ 2 / 07, FI�,TURE / c PRODUCING RAINFALL EVENT BUT IN No CA5E LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATEY TO Permanent Earthen Dam 3 EC
�( _ _ 'L _ i`' `t `b 36 AC '`-_ p' v ' ! 1- 60 'V DEVELOPMENT" 11 ,/ 41 � ' �- I MAINTAIN ALL PRACTICES AS DESIGNED. I" .�
.37 AC _ - _ HAS BEEN APPROXIMATELY 50% FILLED.
I I - . , j 0 / 3 SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE CAPACITY K
tt.: ,.13'� ! I I3 ' 1 , x f V ', i !'_)231005
ham• --' 13. i A. - :,.. ' ,5., iPb W L. Y j !�\ V
' AG h ` I `� / GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SYSTEM NO LONGEK DRAINS PROPERLY. _
t {� 53 Ac - Io - Limits of Disturbance
f C1 7 `, 1 C340 5F 1 ) i ;E I �3AO 5F j " 2 I ) . 2 V fN` % - " -� ; _ I G ) 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FE'.CE WHEN IT BECOMES ABOUT 6 INCHES DEEP AT THE FENCE. THE
" J -,N .'' `^ �/ SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A FARRIER.
J O I O.38iAC '
Y .�. 5200 5F )- / t 37 ._r
t I e. /', v" _ _ / \ }I- '', ' S. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NEGL5ARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
�I { ,_ 104 AC ` A` d3�AC ( t `T5 121 5F j 45zr 47 m ,t 1" " J ! PLAN To MAINTAIN A vlGozous. DENSE vEGErgrlvE COVER.
` 1. ' u I +. G. PROVIDE A GROUND COVER TEMPORARY OR PERMANENT) ON UF05ED SLOPES WITHIN 14 CALENDAR DAYS D DAYS FOR 5LOPE5
�7.3 S--=AC \, - 1 ' 151 5R, / � 1 � �,, �t� j STEEPER THAN 3: I) FOLLOWING COMPLETION OF ANY PHASE OF GRAD,N6; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED
/ ' --- - r" 5I 8d F' 30009 sF / _ , '
N/F � - t t -r / 4 ' 2Q / ,0.341AC \) \. , AREAS WITHIN S WORKING DAYS OR 90 CALENDAR DAYS (W-.'.CHEVER IS SHORTER) FOLLOWING COMPLETION OF CONS/RUCTION 03 GRAPHIC SCALE
I > CATHIF (.. ", �7 1634 5F -) i< i `�-16349..bF i �" -_.� <✓ \�. `��__ ,\. ,_ / j r 0.35 `C ..i B,b9 Ad F, _ 7. 30 DEVELOPMENT.
ERIC EER CKSON NE W 0 3b nc f ( I _9sa AC s200 SF \. -_- 36 _ I jt d\ l / g WET DETENTION POND TO BE USED AS WE D ENTION CE WHER q'P CABLE
1 C _ VEGETATIVE B ND TO B BE USED N L ED OF SILT FE BA5IN TYF:DJG- THE DURATION OF THE PROJECT. DA51N WILL 5E CLEAN OF
I 4
(� '^ I__ , ij. - 20 I _ O$5 AC -� O �` _ I ,\-- -\ SEDIMENT AND RESTORED TO DESIGN POND CONDITIONS PRIOR TO E': GINEER'S CERTIFICATION AND FINAL 'JSE 1 0O cJ0 O I O H _
DB 250, FG 72 ro IO ;'� p / - _ 5000 cF _ 1 0 � -'! 1 /,-� I ,) L} I Y )1, I �` I I T, 9. MECHANICAL PUMPS TO BE USED 10 BRAIN WET DETENTION POND PC_ JAINTENANCFJEMEKGENCY.
J r' / 51 z s \ - 44 f
3 \ 15 ;( < % 48 KING CREEK NOTE: THIS 5CALEAPPL/E5 FOR
s _ - I 3O -„i ' 0.3 C, I550 t' 1
Qk �) \ ) 1 _ 41i329 F�+ m'
=" Ct s c[: ` I G340 SF '` "" `� `. 6340 SF\ ..i r. 0.36 A� 0.95 RC % / C ` 27- 120 24"X 36" SHEETS ONLY,
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D6 1586, PG 282 z ;. ' (J O <' 1 16 ', `,._. 0.34 SF \
49
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60' ACCESS " _
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f COASTAL PIEDMONT
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0.38 AC
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N/F N/F HARRINGTON PRICE
I I I I I I I I I I I W I N/F I N/F I WALLACEII COUGHENOUP HOLLAND I BOWERS I CZEPRNIAK I DID 2583 DE, 2259
N/F N/F N/F N/FN/F N/F N/F N/P N/F UPLYNOLD52226/ PG 522
BN/FEST I AMSPACHER I COLVELL I BENISCHEK VON PLUERENI CAMPANELLA I GRUDZIECKI I BROWN I KAMMERER I MCFADDEN I UQ BARE5 DB 2809 I DB 22 1 G I DB 2284 I DB 2G03 I G 59 I D �3 887 I PG 334 _
DE, 2143 DID 2574 DB 2510 DE, 2849 DB 2321 DB 2454 DE, 2751 DB 21 52 DB 2I87 O DB 221 7 PG 796 PG 648 PG 104 PG 651 �-
DB 21 G3 N/F I PG 260 I PG 591 I PG 30G I PG 287 I PG 573 I PG 754 I PG 820 I PG 272 I PG 295 u I PG 3G3 -L-
\ PG 603 IMUTEK5PAUGH
T-
DB 2,555
PG 344 COASTAL PIEDMONT - -
SECRETARIAT DRIVE DE',/eLOFeRs, LLC - N,
DE 3109 - PG WHITE HORSE RUN - -
644
WHITE HORSE RUN (- �- -T- �- I I SECTION THREE B
SECTION THREE A / I I I I I I I I I 5UBDIVISION I I I I 5UBDI VISION I I (P. C. G, SL 18 I -B)
I(P.C.G,SLI49-B)I I I I I I1 i I---��----------------
PROJECT REVISIONS
NO. OE5CRIPTION BY DATA
l 5MP DE7AIL5 JGT / 1.25. 12
2 PW5 COMMENTS JGT 12, 14, 12
3 5TORMWA TER REVI5EO JGT 12.20. 12
DEVELOPER W COASTAL PIEDMONT DEVELOPERS, LLC
603-A EAST MAIN STREET
HAVELOCK, NC 26532
OFFICE: (252) 447-1 529
CONSULTING ENGINEER
TH1 MA O S ENGINEERING P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW 5ffPN, NORTH CAROUNA 28563 r 1,
OFFICE: (252) C37-2727 FAX: (252) G36-2446
LAND SURVEY OR
HERBERT J. NOBLES, JR., PLS# L-2403
186 CAMPEN ROAD
6AYBOIRO, NORTH CAROLINA 2551 5 ¢yl
FINAL DRAWINGS
Released for permits only,
not released for construction.
Attulu )fI
lAllounllrff'f4
.G` V� INE� x., .4�1� olt2.
c,Ogp'aR� p o o' `S'Io,,, V
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3Z C-438 ; IU144 (�
�1f1 9 8 ll�x /Il4i]IIl1l`AI
ftftlllllll
STORMWATER C\PLAN
SITE IMPROVEMENT for
KING CREEK
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
SCALE: I ": 1 00' DATE: I I. 1 3. 1 2
PROJECT #: 20; 1 -021 SHEET: 04 of I G
/

77- 77TT

- -
- -- — — — 2100
Ip
0
— -
P L+C
o` --- -- ----- ------
15013 5F \ � 7 \ 4 64�99 /� 8 00' /\ 80.00'-�-��- ��-80.00' --�80.00' -- -- �80.00' -- — ----- -� - ---
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20.
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STEPH EN COURT
LEGEND
SYMBOL
DESCRIPTION
Lines/Right of Way Lines
jFG,E,)Property
— — — —
Property Minimum Building Lines
404 Wetlands
Blue -Line Stream Buffers
,.n
I O' X 70' Sight Triangle
_
1 2
W3
;,
A
NProposed
Water Valve # Box
�n
Proposed Reducer
AA
^l
oProposed
Flushing Hydrant
2
\V3
—
Proposed G" Water Line (5DR 2 1)
2
WS
JAi
— —
Proposed 2" Water Line (5DR 2 I)
12
W5
Al
1
e
„
_
Proposed End -of -Line Blow Off
12
iW4
Proposed Water Service
12
W7
~ I 1
M .�
OExisting
Utilities
I,-#
Pipe Label
R5
ri t
AD-#
Area Dram Label
I
F,
1 Ih Al
F ��
®
Pipe Flared End Section
I
K7
r. ;1
Pipe Outlet Protection
I
PR7
Drainage Direction Arrows
Ditch Centerlines
Storm Drain Line
1 1
R5
M
Temporary Construction Entrance
13
EC I
r
0 o
Silt Fence
13
EC2
®
Temporary Check Dam
3
EC3
K
� K
Permanent Earthen Dam
EC4
(13
✓ n
y;
— 1D —
Limits of Disturbance
GRAPHIC SCALE
O
O
m
N
O
Q
M
0
0
m
0
iv
0
(V
0-_
0-
0
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0
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0
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0+00 1+00 2+00 3+00 4+00
STATION
5+00
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7+00
M0
0.01
z
N
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0
7+673 1
40 20 0 40
g bq�pd
NOTE: TF1/5 SCALE APPLIES FOR
24"X 36" 5/ ffT5 ONLY.
PROJECT REVISIONS
NO. DE5C9IPTION 5Y DATE
l DMP DETAIL5 J6T 1 1, 25, 12
2 PW5 COMMENT5 J6T 12. 14. 12
3 5TORMWATER REUI3ED JGT 12,20. 12
DEVELOPER W
COASTAL PIEDMONT DEVELOPERS, LLC
603-A EAST MAIN STREET r
HAVELOCK, INC 2b532 W
OFFICE: (252) 447- 1 529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLI28
OFFICE: (252) G37-2727 FAX: (2525 2) G3G3G-2448
LAND SURVEYOR
FiERBERT J. NOBLES, JR., PLS# L-2403
18G CAMPEN ROAD
BAYBORO, NORTH CAROLINA 26515
FINAL DRAWINGS
Released for permits only,
not released fo construction.
Ill\ll 1111Iltl
%%.N`NI�IGINE4 . '1., �.4�V' C Rot`'�,
F = SEAL �y - SEAL, _
5Z C-438 -< _ ' 101
�1983�` N Ty�O M1
. �IfIllllllll\ 1 IIIIU I I
ROADWAY PRIlI ES
GRAPHIC SCALE (HOR.) SITE IMP ROVEMENTS for
KING CREEK
40 20 0 40 AT CHERRY BRANCH
GRAPHICSCALE (VER.)
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAKOLINA
4 2 0 4 SCALE: AS SHOWN DATE: I I. 1 3. 1 2
NOTL.• TH1,5 5CALE APPLlE5 FOR
240X36"51-IEET5 ONLY. PROJECT #: 201 1 -021 51-IEEL 06 of I G

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2.72'2.73'274'275'_2.64'_254'
2.4 2.32' 2.2 �' 2. 1 1' 2.00' 2.00' 2.00' 2.00' 2.00' 2.00' 2.00'
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11+00 12+00 13+00 14+00
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i •
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I
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_
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l 91 75' 8.44'
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/
01
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55' 91.68'
20,20 6.96' �I
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0+00 1+00 2+00 3+00
STATION
ME
4+00
GRAPHIC SCALE (HOR.)
40 20 O 40
GRAPHIC SCALE (VER.)
4 2 0 4
NOTE• TH15 5CALC APPLlfS FOR
24"X 36" 5Hf4fT5 ONLY.
'
LEGEND
T
PG. LEi
_
5YM BOL
DE5CRIFTI ON
Property Lines/Right of Way Line?
- -- -
Property Minimum Building _ine5
404 Wetlands
-
_
�f"✓3
Blue -Line Stream Buffers
1 0' X 70' Sight Triangle
M
NProposed
Water Valve # Box
12
Proposed Reducer
Y Q
Proposed Flushing Hydrant
2
NJ3
-- -
Proposed G" Water Line (5DR 2 I)
1 2
VV5
- -
Proposed 2" Water Line (5DR 2 I)
1 2
WS
• ►F
Proposed End -of -Line Blow Off
1 2
V✓4
"Y �/ 1
e
Proposed Water Service
1 2
,/
r. .,
OExi5ting
Utilities
xxx
F-#
Pipe Label
H
rF n
`/
AD-#
Area Drain Label
PC
Pipe Flared End Section
I I
R7
n
Ne
Pipe Outlet Protection
I I
R7
--iiii
Drainage Direction Arrows
Ditch Centerlines
N l
I
Storm Drain Line
I I
R5
n�
n '
M
Temporary Construction Entrance
13
FC 1
., - r,
--
Silt Fence
13
IEC2
®
Temporary Check Dam
3
EC3
✓
ePermanent
Earthen Dam
13
EC4
=
%
- m -
Limits of Disturbance
_
V
GRAPHIC SCALE
NORTH
ARROW5
40 20 0 40
ON PLAN
NOTE.• TH15 5CALf APPLlf5 FOR
TH15 5HEET
^
1
24"X 36" 5HffT5 ONLY.
^I
PROJECT REVISIONS
NO,
DESCR/PTION
BY : DATE
l
BMP OfTAk5
JGT
l l . 25. 12
2
PW5 C0MMfA1T5
JGT
12. l4, l2
3
5T09MWATER REVl5fD
JGT
l 2, 20. / 2
H
DEVELOPER W COASTAL PIEDMONT DEVELOPERS, LLC
803-A EA5T MAIN STREET r
HAVELOCK, INC 26532 W
OFFICE: [phone]
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW KERN, NORTH CFAX: INA(25 28 3G
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
t1ER15ERT J. NOBLES, JR., PLS# L-2403
18G CAMPEN ROAD
5AY50RO, NORTH CAROLINA 2851 5
FINAL DRAWINGS
Released for permits only,
not released for construction.
tI1I111 I1IIlI ``tt Llil ll/II(
o` 1GINE ',x ,,4�0♦�ARO r,
F R l a
sslo�' r,
H = SEAL ='y = \SEAL
- c'Z C-438 014
C
♦
CA
I 11
I
J
'
19$3* N C. vii
IIIIRIIIItitl``` IIIlilllll\l
ROADWAY PROF{LES
SITE IMPROVEMENTS for
KING CREEK
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN DATE: I I. 13. 1 2
PROJECT #: 201 1 -02 1 SHEET: 10 of 16

�._ Lip 31
RIP RAP TO EXTEND ONE
E FT ABOVE TOP OF BANK
c C_ 8 A_ a c o
G„-_ 24" W ( A i
� w —
I
-e CURB AS SPECIFIE.✓ D y i id
/ d
TYPICAL ASPHALT ,
Q,
G
SECTION
C TT W R3 ., � L 0 dr 1 7"
U
�/ R I
F X �. D tiC�f
�r �o w. 30"5TANDARD J�
� - - \
IL T>
r 12IY
� "Note.' 15LAN0 CURB TO Of LN5TALLED
s r- y.
Mom. � �R M� ` A5 "SPILL"CURB.
"" , - 18"'o- COMPACTED 5UBGRADE AS R-OD ``_r, r,' `L/ �, -,T ' LJ ` AI
9
.. f F tt.1-'N� CONCRETE FLARED END SECTION �
1 JOINT FILLER TOP CURB / � ' � � � � M
SELECT FILL TO EXTEND
� - , - - E 'I
�v s � _ (DIMENSlON5 MAY VARY)
18" BEYOND STONE 1 /8" RADIUS GUTTER LINE
13)
j SEE STORM DRAIN TRENCHING
• - COMPACTED 5U5GRADE Q
DETAIL FOR BEDDING V L�
RIP RAP APRON
I A7 EFIAL5 r 1 ,d i i� .;'.
DIVEN51ON5
—I/z" LONGITUDINAL BUTT JOINTS NON-WOV`N 7 I"
ABEL D15CRIPTION DFPT/ WIDTH LABEL DESCRIPTION WIDTH JOINT FILLER —... ,� _/'� , A (:FnTFNII FABRICT i
.l
of
5FSSAASPHALT 5URrACLCCNSE
1s"
20'
A EDGE Of PAVEMENT 20'
B STABILIZED EARTHEN SHOULDER 6'
C DITCH FRONTSLOPE VARIES
D DITCH aACK SLOPE VARIES
E RIGHT OP WAY (rOTAU VARIES
TRANSVERSE EXPANSION JOINT
NOTES.'
/. CONTRACTIONJOINT55HALL DO PLACED AT I O'INTERVALS. EXCEPT THA TA l 5'5PAC/N6 MAY BE
V5ED WHEN A MACHINE 15 U5fD OR WHEN 5AT15FACTOR" JPPORT FOR THE FACE FORM CAN BE
OBTAINED WITHOUT THE U5f OF TEMPLATES AT l O' INTER . 5.
2. JOlNT5P4C1NG MAY BEALTERED IF REQUIRf0 BY THE ENG "fR
T D'1 ---
\.�
t
_::�`'�„'
=
� �
�. G v a-..,., nF �i� nnl olio ni len Ri iov
v �
.•I I�
r'1 ^ /
T�
� Ir
0
CRUSHED AGGREGAT- PAC CJARSC
6"
71'
Q
"ALTERNATE: TENSAR GEOGRIDN
--
--
03
Gu55 a OR BEn ER SELECT aACK FILL
--
--
lVUTE5 o, w,v,rv.w,vry w„v,.i ,v,,,, c.E ,,..�,,.uE,. �, ,,,� .., _ ­, �.,, �.� v,� , v,v„�,. .., �....... - I-- "
/. PAVENEP T WIC: H5, R/GHIOP V:�AYS, ROADWAY DIMENSlON5, AND PAVEMENT DESIGNS SHALL BE A5 APPROVEO METHODS. WHERE SUCH JOINTS ARE NOT FOR'.'fD BY TEMPLATE5, A MINIMUM DEPTH OF T h
NOTES:
SHOWY r' (JNLE55 L THfR11 ,5ESPECIPIEO. Wi7ERf DISCRfPANC/ES OCCUR. IF ANY, CONTACT THE SHALL Of OBTAINED. (1 ^l
ENC INfE I -OR
7/RECTION.
ALL C
4. ALL CONSTRUCTION JO/NTS 5HALL BE FILLED WlT H JOINT Fl� fR ANO SEALER. 1. FLARED END SECTIONS MAYOR MAY NOT 6E USfO. REPfR TO PLAN DRAWINGS ^ V I
2, ALL _51_06RAL?f SHALL Of P/KD COMPACTED. PROOFROLLED, AND/OR TfSED FOR 0EN5/TY A5 5, fXPAN5/ON JOINTS SHALL BE SPACED AT 90' NTERVAL5 AA - TO ALL R/G/D 05JEC75. AND/OR CONTACT THE ENGINEER FOR FLARED END LOCATIONS. L l�
PROV/0E7 /N -E 5PfC/FICATION5 PRIOR TO PLACEMENT OF ANY PAVEMENT 5fCTION MA7ERIAL5 OR 2 PIPE END TREATMENT WITHOUT FLARED END SECTION TO BE INSTALLED IN A SIMILAR
FASHION TO TH/5 DETAIL.
CURB AND GUTifR.
DETAIL 04 - CURB AND GUTTER DETAIL DETAIL R7 - STORM PIPE OUTLET PROTECTION
DETAIL R I -TYPICAL SECTION — -- -
- AND END TREATMENT <
- -^i
I'^
,� PI-.U.vim 'o- �`-
r
COMPACTED BACKFILL IN 8 AlL 7;1
P INCH LIFTS AND 95% MIN,
i. \ / FULLY GRASS STABILIZED
/ 1 DENSITY OR AS SPECIFIED
�/ % BY THE ENGINEER 00,
� L
NATURAL GROUND
5
25 _ _ 11!� - I—f— m • rr
1 COMPACTED SELECT (� ( (
BACKFILLWHERE SPECIFIED �_= 1211tI_ (( III
B i O TO BE INSTALLED IN G` LIFTS , `�_ = I
AND 95% MIN. DENSITY
V TY/ / _ STONE TO EXTEND TO 1 2' - =I
BEYOND PIPE SIDES (MIN.)
— -- 1 0' - 20'
S �
F)Q 1 20 I 0'R TYPICAL 5WALE
_ 20' PVMT O.D. #57 STONE
PvO I G ~'
MIN. G" #57 STONE BEDDING
ASPHALT --- ^ (TYP.)—.___
VARIES VARIE _
R.^/ NATURAL AREAS COMPACTED ABC STONE
FULLY GRA55 STABILIZED ^
AS SPECIFIED PROJECT REVISIONS
r�
COMPACTED BACKFILL IN e NATURAL GR A— NO DESCRIPTION 6Y DATE
.—�. _ _ 6MP DF7AlL5 JG'T l 1.29. l 2 h
INCH LIFTS AND 95%MIN. iq
A I DENSITY OR AS SPECIFIED T — _T I���
/ i + — :I -(� 2 PWS COMMENTS J6T 12. 14. /2
/ BY THE ENGINEER - �—) _.}
— ww �— o4 cn j _ —I — 3 s roRMwa reR eeVisfD ✓6 r rI z. 20. / 2
DITCH STONE TO EXTEND TO 1 2
BEYOND PIPE SIDES (MIN.)
°o BA5E D_ -,
2' MIN
- y T�
#575TONE 6 - TYPICAL CHANNEL
NOTES:
I. THIS DETAIL l5 FOR ROADWAY DIMENSION PURPOSE5 ONLY
2. REFER TO TYPICAL SECTION FOR ROADWAY DETAILS.
MIN. s" #57 STONE BEDDING DEVELOPER
DETAIL R2 - TYPICAL CUL DE SAC DIMENSIONS PAVED AREA5 coasrAL PIEDMONT AIN 5TP 0PERS, LLC
-- ET
DETAIL - TYPICAL 5WALE ___HANNEL
OFFICE: (252) 447- 1 523
DETAIL R5 -STORM DCK, NC 28532
RAIN TRENCHING DETAILS
CONSULTING ENGINEER
Tt10MA5 ENGINEERING, P.A. 2 ^
GRADE ASPHALTY P.O. BOX 1 309 - 401 HOWELL ROAD {
SCHEDULE NEW BERN, NORTH CAROLINA 28563
GRASSED PERIMETER OFFICE: [phone] FAX: [phone]
PVC END ?VC VENT
CNERRYB r O/RCP TO RIM CAP PVC ELBOW PIPE PVC PIPE ) Y
BL_LA}D IN CL OF z LAND SURVEYOR 4
EXISTING DITCd wATERsuRFACE o ^
PVC END e o FIERBERT J. 5G AMPEN ROAD
LS# L-2403 ^
- P 1 NOTES: CAP BAYBORO, NORTHCAROLINA 2851 5 r
ORR „f 5 / RLICTURf TOP 5LAB NOT 5HOWN FOR SCHEDULE 40
yzy ' EXISTING PAVEMENT CLAN, \\\\ Pvc PIPe ! R\\ r
2. ORA f 5/R(JC7I/Rf55HALL Bf PROVIDED AS PVC TEE \ \ `ORIFICE
4' ; REIN ICED MASONRY, MASONRY, CASTIN-P ACEPVC\ PATE FINAL DRAWINGS
ROADWAY PAVEMENT SEA ON 1 /2 HOLES IN FLEXIBLE
PVC TEE
,{ �� REIA. ,^ICED CONCRETE OR PRECAST CONCRETE.
EXISTING IO' x 70' (TYP.) 3. ORA =Sf S TRUCTURE BA5E 5HALL Of PLACED ON
ox/SIN G' G< ':uLARBEDDNG. UNDER51DE Released for only,
' SIGHT TRIANGLES 36 4. MN _ ^n coNCRfTSTRfNGTH oFPRfcasr not released for construction. V 1 �✓
! 1 ��/ - O/qM/ � ...E STRUCTlJKE5 TO BE 4,000 Ps/ A 2,5 1 `
I EXISTING RESERVED 36^ DAY < Bc—OM ro ELEVATION of OUTLET POINT
_T MN IUlnul
_ / / CQ ' S. 6' OF \!� fARANCE SHALL BE PROVIDED ON BOTH
t N 6o'Access EAs=MENT ao THE PIPE TO THE INSIDE WALL OF THE END VIEW FRONT VIEW ,,:'N j�G INE�p'AX,, tx cAR0/',
I (PER CHERRY BRANCf- G. CA5 LACFAND/OR PRECAST CONCRE7f `�J y,`.+"'+�,q� `I,�'rr . O4 ,o"" SS fI�'� 1 1
G PHASE ONE MAP p0$
ORAINr FSTRUCTURES LOCATED WITHIN PAVED OR' �'', ��
PARCEL 1. D. 5-006- I -01 2 PLAT CAB. D, 5L 700) w 1 G" WIDE STEPS IN aLLED 7" AReA ces5/BLf 7o rRucK LOADINGS 5HALL BE NOTE5:
N/F LYN DA f l ORTON ! I m Q FROM FACE OF WA _ TO BACK OF OE5/G . =7 TO MEET AA5HTO H5 20-44 LOADING. I. SKIMMER 5HALL Bf INSTALLED A5 500N A5 BASIN = Fx. " SEAL � y - - L ` .�. EE L h..�
1 212 CHERRY BRANCH DRIVE ) STEP AND AT VERT AND OUTLET POIN` GRADING 15 PREPARED AND
w N SEPARATIONS
NOT 1LCENTER OF 7 A5 T)P- „AL T DRAINAGE 5T RUCTURfs O � R 8 �N 55TALL ROMAN IN P.f.CE UNTIL SUCH TIME THAT THE O C-438
V ^S�
r 1 ROJEC GRAD NG COMPLETE AND GROUND {,
- DGOTI- LVERT TO TOP OFCASTINQ SHALL HAVE y~� ~i ✓ ` Gj ��
1I PARCEL I.D. 5-006- -O'3 STEP TO OUTSIDE C= BOX. WALL; 2"THICK WHENTHEDRAINAGE COVER ESTABLISfD. ARM ASSEMBLY p ., (rD11
1 TRU RE DEPTH fXCEED5 B' IN DEPTH THE 2 PVC DRAIN WEEP HC' E5 DRILLED IN THE PVC A5 o rri
Gp =- N/FROBERTCOLON PRECAST Boxes_31NT5TO C 'a 1983�`o``
1 .Y BOTTC .' 5LAB 5HALL Bf REINFORCED. SHOWN IN THE Elf TA ARE TO Of 5/ZED AS SHOWN ?�
300 CHERRY BRANCH DR'VE BELow F
BE SEALED WITr =JTYL
1
//Iplllltl IIIIIT f
8. OUR '.,"l WALLS ARE NOT ACCEPTABLE ON
RUBBER JOINT ;CANT TRAIN, :f 5TR✓CTURES. — "C" ENCLOSURE r}
I r I PROPOSED PAVEMENT s. conlrRAcroRSHAL� INSPECTrnfsKlMMfR H
BASE EXTEND,- BEYOND 9, CLAYB cCK 5TKL/CTURE5 ARE NOT ACCEPTABLE DEVICEAFTER EVER" ZAIN EVENT TO ENSURE THAT
WALL EXTERIOe SDGE /0. 57fP5 42E REOUIRED ON ALL DRAINAGE lT /5 FUNCTIONING P<OPERLYANO WITHDRAWING ROADWAY DETA L5
57_90C _'RES GREATER THAN 36" IN DEPTH, WATER FROM THE WA fR SURFACE. IN THE EVENT
T ,1 OTC / 1. 5TEP52E TO BE PROVIDED ON 'NON PIPE' WALLS. THAT THE SKIMMER 'S NOT FUNCTIONING PERSPECTIVE VIEW 0
3 _ + 12, "YPE M , "ORTAR TO BE USED IN MASONRY BOXES. PROPERLY, THE COh �4.ACTOR SHALL REPAIR PRIOR o WATER ENTRY
CHERRY BRA\CH SOUTH 13, Sff51 =PLANFORPIPfLOCATION5. TOCONTINUANCfOF'ROJECTCRADING UNIT 51TE IMPROVEMENTS for
#{ SITE BOUNDARY G^GRANULAR
MATERIAL BEDDING G �' PLAN INVERT ELEVATI� •. 4 6 aCJOS WIDTH FOR NO PIPP WALLS SHALL BE OPERATIONS.
I' III KINIC. rRFFK
EXISTING 6O' ACCESS EASEMENT
I
/
i y
v
7
3,�� �aNv.) 15. ALLCC%LcKETEPIPE usEDISTOBfCLA53
CONCRETE BLOCK PRECAST CONCRETE FORMED INVERT 'dlNIML L(
PVC TEE DRILLED HOLE SIZING (EVEIVLYSPACfZA)
/�
T CHERRY BRANCH
# OF DRILLED HOLES
(I OF DRILLED HOLES (IN.)
2 '
(fMIN.) /
� �
/'1 l.�
5
I/2"
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA i
DETAIL R3 - DRIVEWAY DETAIL DETAIL RG- TYPICAL AREA DRAIN i)}
DETAIL ECG- BA51N SKIMMER DEVICE scALE: N.Ts. DATE: 1 1.13.I2 f
/ '450' _.
PROJECT#: 201 1-021 5HEET: I I of 16
`i

To--X Noyes:
REFER TO TYPICAL TAPPING SADDLE DETAIL FOR SERVICE SPACING AT MAIN.
2. REFER TO LOT SERVICE LAYOUT DETAIL FOR TYPICAL SERVICE LOCATIONS AT t
�+ -A -� A �I ors.
t
P 1 Q� �:r REMOVABLE 2" NPT PIPE CAST IRON METER BOX '�'
\ METER VALVE
/ VALVE BOXES IN CONCRETE WATER METER (TYP BY OT ERS) ""`oo t o
�� - •` +,• a 2PROTECTOR RINGS
" BRASS PLUG �
SERVICE LINE BY OTHERS r,\\�'\\\\p\\��`�p�,�;,
li 4rj �j r�rr itprr /�" q
,:..i,/nG.
(IN UNPAVED AREAS) > z
2" FEMALE � I �j t TYPICAL ADJUSTABLE�/�/%'j�/AAT CONCRETEBRICK N
COUPLING / /�/%v j/ j //\��T �iAAi, r- VALVE BOX �,VA %'
/ / /„A V ANGLE STOP 1
% \/� % \i\//� r\ \/i / > z M
2" GATE VALVE h
LD CIO
X 2" BRA55 PIPE
PLAN VIEW 900 BEND PLAN VIEW 450 —\%\ % ?%\ %/\' THREADED RODS
f
° ° PLAN VIEW TEE
22 /2 - I I /4 BENDS TYPICAL ADJUSTABLE VALVE Box #57 STO/\\// ? ';``'`,;,%r >r TAPPING SADDLE
v TYPICAL\\/\\/ RODD AINT FLANGE
NSGTO CONCRETE r r r^ \\ WATER MAIN a
' l�il�iY�iT���Y��\���Y�
BLOCKING SERVICE BOX SET r
CONCRETE SUPPORT BLOCKING
THRUST BLOCK SCHEDULE
PIPE
SIZE
HOLD
DIMENSIONS
90'
45'
22 1/2'
11 1/4'
LAT.
TEE
INCHE5
E MIN
B
A
A
A
A
A
A
4'
18"
10"
10'
6"
6'
6"
I Oil10
Gil
18"
12"
16'
9"
6
6"
12'
12"
81.
20''
16"
22'
12"
5pi8"
16'
16"
10
28"
20"
26
14"
10
10"
201p
20"
1 2
30"
24"
2911,
1 6"
124
24"
14
36"
27"'
35
19"
12
12"
27
27"
6
36"
30"
38'
2
2'
1 2"
30'
30"
90° EL50W " AT € £ulAi 3/4" PE TUBG IN ( DR )
CONCRETE BLOCKING " CAST IRON METER BOX
(REFER TO BLOCKING DETAIL)CORPORATION
STOP
�E 24" LONG 2' BRASS NIPPLE (I — — 4
4 X 8 RED ORS... ..
1
II MIN. r err ,000
UNDISTURBED SOILS - I
CONCRETE BRICK
O`Oc0V00`YY\��Y�\�l.
MJ PLUG l''// 2" TAP
CONCRETE SUPPORT BLOCKING
24" LONG 2" 13RA55 NIPPLE -#57 WASHED STONE BED
rr
WATER SERVICE LINE ELEVATION (TYP.)
-.I
)(
oN O
TYPICAL SECTION "X-X" PLAN VIEW LATERAL
OYA, V, AY
DETAIL W7 — WATER SERVICE ELEVATION f
DETAIL W I-THRU5T BLOCKS DETAIL W4 - TYPICAL END OF LINE BLOWOFF ASSEMBLY - Q
—__ TYPICAL METER BOX DETAIL 1
CONCRETE PROTECTOR RING
WATER VALVE 4 BOX (TYE.)
VALVE BOX 2 RING5 OF #2 REINF.171
\ n
- BARS AS SHOWN _
FINISHED GRADE OR ROADWAY SURFACE § /
a ,
A / SUITABLE EARTH IN G" LIFTS
ILL TO
BE COMPACTEDD IN 6'
��•.. / 143 A
2DIA. 24" x"
L�
MAX./ 2" MIN. PIPE OD 1 2" MAX./G" MIN. z / //'// // //•/
PLAN SHEETED TRENCH VARIES SHEETED TRENCH
PLAN m STORM OR UTILITY PIPE
/�
P OTECTOi' ��?� �� t� ��'� /� �METALLIC TRACER TAPE FOR
CONCRETE VALVE R � � � ' "' "� " �. �/ �N �N
RING (USE IN UNPAVED AREA5) ��'��j'���\ ��AT�� `���'L",,A�/�j /vA��' NON-METALLIC PIPE INSTALLATION -
�27" DIA. COMPACTED BACKFILL \� N INSTALL #14 GAUGF_ COPPER WIRE p TO BE PULLED UP IIi51DE EACH /';i z r>~
2" 4-3/4" \ \ PROJECT REVISIONS
1 J 4 -FLANGE FITTING WATER MAIN VALVE BOX FOR\
-- - - - — LOCATING WATERMAINS // j j\\\\\\\\�\\;\\ \/ // // //\/, a, \\ \\`\\ \ j,// // // // i D� \\ NO. DESCRIPTION BY DATE
BRICK SUPPORTS\\\\\\\\
BMP DETAILS JGT l l . 29. l 2
(AS REQ.) ' r
3��� WATER MAIN
6" MIN. COVER 2 PWS COMMENTS J6T !2. l4. l2
2-4
SELECT MATERIAL
COM PAC ED I N 3 NCH LIFTS ..��� �' `� /\
FILL
VA'I VE BOX MJ GATE VALVE \ \PROP \ 3 5TORMWATER REvii JGT /2 20 /2
r ..�X
inAA. y /.AA%\%AA%AA%iAA�V��V `. AAV�VA%AAA/AA�VAAV AA/VA�
SECTION A
CL MAIN _- 1 -� i- Ate, �i /i /� �✓
v�� / UNDISTURBED EARTH
COMPACTED BACKFILL / "NOTE: WATER MAIN TO BE DUCTILE IRON WI-1ERE t �)
NOTES:
UNDER STORM CULVERT OR LE55 THAN 18" ABOVE
VALVE BOX PROTECTOR RING SECTION X-X 5ELtA10LESARE NOTSNOWNFOR CLARITY. STORM CULVERT, Io'EACHWAY. DEVELOPER ^�
z. NONFYRff1VC0NEeRwneREurosuirAeLEBAcrFi«
eNcouNCOASTAL PIEDMONT DEVELOPERS LL s0/Ls ARE reRD. C
603-A EAST MAIN STREET
DETAIL W2 - WATER VALVE5 DETAIL W5 - TYPICAL TRENCHING DETAIL W8 - WATER MAIN CROSSING UNDER STORM DRAIN HAVELOCK,2
OFFICE: (252)) 447-152
29
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
CO DIA. THREADED RO S (CONTINUOUS FIELD NEW KERN, NORTH CAROLINA 28563
ADEQUATE -,
COATED WITH BITUMAS-IC, NOT REQUIRED IF OFFICE [phone] FAX: [phone]
WATER MAIN BLOCKING IS PROVIDED DRAINAGE PIT
LAND SURVEYOR
HERBERT J. NOBLES, JR., PL5# L-2403 n
} ° IliCAMPEN ROAD ^
°
O BAYBORO, NORTH CAROLINA 28515 r1
i�
0 0
3' TYPICAL 3' TYPICAL_ i
2 G FINAL DRAWINGS
VALVE Bow PROTECTOR RING w Released for permits only, r
PLAN — _ not released for construction.
TYPICAL DITCH OR SWA E Z Vl d
I I I =1
— —�
AST IRON VALVE
C ( ) .....-:1��-�' - ) <IJI �UIII[Itf ft� >>I�l
Box see sPEcS. III LI II I I I I I— I I,-- I I I I f �11 I I I' III III_ I I
24"X24X6" FLUSHING HYDRAN` (SEE "I — �i ```i GINS �1Ah0
REINFORCED SPECS. FOR MODEL
CONCRETE PAD NUMBER) "2 �, 0az
-
a�— = �I w`• ;VO Mtn' 09�=
4"MIN
3/4" DIA. THREADED RODS w W �c - ,Q�� AL
(CONTINUOUS- FIELD COATED WITH _' E _ O SEAL
5ITUMA5TIC, NOT REQUIRED IF 1_L=1 — 1I1 O _ Q, �yQ. z c-4se �, �; 0147
=11 1=
6" GATE VALVE ADEQUATE BLOCKINGIS PROVIDED) N III m (IIII 1— -III --- y CAR�� N,•��F
SEE SPECS.) 30" MIN. THRUST BLOCC 3000 .5.1. CONCRETE WATER MAIN - _ _ _ _ _ _- _ '. 'f 9 8 �` `` Q.
6" DIP COVER PLACED AGAIU5T UNDISTURBED EARTH (TYP) RIGHT OF WAY `il� i 3`
DO NOT BLOCK DRAIN HOLES ON HYDRANT
- OR TOP Of DITCH SLOPE
WATER DETAIL,
{ — DEFLECTIONS AS ALI OWED
o° 2' DIA. X 2' DEEP DRAINAGE PIT
°°°°°°°°°° (5EESPEC5.FOR COMPOSITION) BY MANUFACTURER SITE IMPROVEMENTS for
og 8o e a °°ooe o
THRUST BLOCK-3000 P.S.I. 6" DIP o ° °
CONCRETE PLACED AGAINST a8ope°oo° KING CREEK
UNDISTURBED EARTH °
M.J. LOCKED HYDRANT TEE ELEVATION DETAIL W9 - LOT SERVICE LAYOUT
AT CHERRY BRANCH
1
OR TEE WITH APP'D. PIPE
RESTRAINT TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA u
C
SCALE: N.T.5. DATE: I I.13.12
DETAIL W3 - TYPICAL FLUSHING HYDRANT DETAIL WG - WATER MAIN CR055ING UNDER DITCH
PROJECT #: 201 1 -02 1 SHEET: 12 of I IS
ILL
t � t

-- -- - -- - — ..., ._.. - _ -_ t .
_-,
MAINTENENCE
A
BOLT roRDUL ns FER
V;,LUfA TURER55FLCIFICATIONS
NOTE: KEYTHE STONE INTOTHE DITCH BANK5
'
)ND:5TUR5ED
GROUND
I .
INSPECT CHECK DAMS AND CHANNELS
A MINIMUM OF 15" TO AVOID WASHOUTS
AAr e -vL'F,
CASING LENGTH PER PLAN
FOR DAMAGE AFTER EACH RUNOFF
FROM OVERFLOW AROUNDT IE MIN_
�
1
SEAL BOTH ENDS OF CASING
2.
EVENT.
REMOVE SEDIMENT ACCUMULATED DAM
MAXII11UM SLOPE
oo
MIN FREEBOARD
USING WATERTIGHT
osgo 0
°i
STEEL CASING PIPE
CONCRETE OR BY USING A
BEHIND DAMS AS NEEDED TO PREVENT
o�000 o
8
NIt
a
FULLY WELDED AT JOINTS
HEAT SHRINK WRAP
DAMAGE TO CHANNEL VEGETATION
0
#5 WSSONDE 0 o 0 0 00�
FLow —�
go
;
-
A
3.
ALLOW THE CHANNEL TO DRAIN
o00 Dog 00
X
al
o X
AROUND SEAL
THROUGH THE STONE CHECK DAM AND
$o �oo 080 080$0
S C TAi PING LEtVE
i
w
w�
�—TEMPORARY
PREVENT LARGE FLOWS FROM
GRA55 75'- 00' AHEAD �
o 0 0 0
OF 0000p oo 0000�000'0
s
WATER MAIN
CARRYING SEDIMENT OVER THE DAM.
-�
-
CARRIER PIPE
4.
ADD STONES TO DAM AS NEEDED TO
-CONCRL',t BLOCKING
MAINTAIN DESIGN HEIGHT AND
#I RIP -RAP
f
cRoss-SECTION.
PLAN L♦
^^
PLAN
A
7
I' VARIES
MIN
�
CONCRETE VALVE PROTECT OF ��,�. >Z
� ������ ���R
�'
�y�y
y
.n
:LNG (USt IN UNPAVED AREA�)�T7i�
� .'
�%���������
JOINT
UNDISTURBED GROUND
A
-
✓y
Tom,
>
I O' MINIMUM
A
N.
ccMPAcreD ©ACKFI J
O
SPACING OF PIPE SUPPORTS NOT
- -
' z - -
ADJU5TABLE VALVE BOX (TYP.)
' FEET FOR PVC CARRIER
TO EXCEED 4§
C-RRY RIP -RAP UP SIDES
,7
•M
!
m
S. 5. TAPPING 5LEEVE
# I RIP -RAP (TYP)
*4,
SPILLWAY (TYP)
"
?
/�
•
!
MJ GATE VALVE -
FLANGE FITTING
t FULL GASKET
CARRIER PIPE
ENCASEMENT SIZING
fMINIMUM
a
REEBOARD
_ .. oo�
STEEL CA51NG PIPE
wATER
°
m
+
MAIN
� o
UNDISTURBED GROUND
VALVE 5UFPORF
° a 4 N
w�
CONCRETE BLOCKING l��I
-
SECTION A -A
u0-E5-
CONCRETE BLOCKING C
CARRIER PIPE
512E (NOMINAL)
STEEL C-SING
PIPE _.D )'
CASING PIPE
WALL 1HICKNE55'
G"4UNDER
1254
3/IG"
8"
114"
10"
2_
114"
1 2"
2-
114"
14"
2c
3/8"
1 G"
a
3/8"
18"
2=
3/8"
ICI
18" INTO BANK (TYP)
'x
#5 WASHED STONE
y
~
I
VARIES
^
V
SECTION A -A
FTTING5 AND f O M ARE TC 5 RO TtD rRO ✓ SLEEVE FOOTING "NOT,: ALL 5Tf,L TO Bf 5 TUMlNOU5 COA7ED.
D GRL r B .,F G N_ T CcR r SECTION X-X
T-.L vo D s e L-TV.Lt, eEe E a
5'1ALL HAVE Tt ORT r 'R A5 FO' '-ED � AN �' L
NT�tS L :A TJ5 DETAIL EC3 — TEMPORARY GRAVEL RIP —RAP CHECK DAM
-- — — "..
DETAIL W 10 — TAPPING SLEEVE VALVE DETAIL W 13 —TYPICAL STEEL ENCASEMENT M
a I.
18" VIN. 24" MIN.
M �
z r�
R/W TOP SLOPE TOF SLOPE
��---- --t ---- —T -- e
A A
PLAN —� __ —� c/L DITCH MIN. ^• r
SADDLE TAPS Q�
SHOULDER
SO B
TYPICAL SADDLE TAP SPACING M/N FLOW LINEi
C/L TYP. CROSS
PIPE/5WALE
PLAN SECTION A -A
2"-3" COARSE AGGREGATE BASE
G" THICKNESS (MIN.)
1k PROJECT REVISIONS n
FULLY GRASS STABILIZED
X'A e a a e NO. DESCRIPTION BY� DATE
�/ �� GEOTEXTILE FABRIC _
OVERFLOW I _ _ 5MPDfrAlL5 J6r i 1,29.lz
� -�- ' MIN. I � ,
// �' '• - '• '• �' �' 2 PW5 COMMfN75 JGT / 2. l 4. l 2
�\\/\/\/\ \ 3 5TORMWATfR REV15ED JGT / 2, 20. l2
50' MIN.
/ // // / -
TYPICAL OULTLET DITCH/5WALE
— GEOTEXTILE PABRIc V� V� V� V� V� V� V� � �
TYPICAL SADDLE TAP ELEVATION /��%�/��/��/��/��/��/�� �� ��/,x/��/��/��-:��<��/��/�
�i ///i //�//� /i /
NOTES:
TAPS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL SEPARATION OF 24" SECTION B-B
2. MULTIPLE TAPS ON THE SAME SIDE OF THE LINE SHALL BE STAGGERED A SECTION 4 DIVERSION R DIRECT
MINIMUM OF I" VERTICALLY TO PREVENT DAMAGE TO THE MAIN.
RUNOFF FROM R/W DEVELOPER ^/
COASTAL PIEDMONT DEVELOPERS, LLC
3. SERVICE SADDLES SHALL BE INSTALLED A MINIMUM OF 1 6" FROM PIPE JOINTS,
DETAIL EC4_ — PERMANENT EARTHEN__ DAM SHAVE EAST MAIN STREET
DETAIL W I I - TYPICAL TAPPING_ SADDLES
DETAIL EC I — TEMPORARY GRAVEL CONSTRUCTION ENTRANCE HAVELOCK, 2-152 ,
- OFFICE: (252) 447- 1529
- - CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. 50X 1309 - 401 110WELL ROAD
NEW BERN, NORTH CAROLINA 285G3 .n
VARIES AS DIRECTED BY ENGINEER OFFICE: (252) G37-2727 FAX: (252) G3G-?448 r_
8' MAXIMUM LAND SURVEYOR
STAY WIRE5 AT 1 2" INTERVA-5 HERBERT J. NOBLES, JR., PLS# L-2403
MIN. 12-I/2GAUGE F1 TOP STRAND I 8G CAMPEN ROAD
SET TOP FLUSH WITH FINISHED GRADE
O GAUGE MIN. BAYBORO, NORTH CAROLINA 2851 5 ^
IN AREAS l'. TH A5PHALT/CONCRETE
LINE WIRES 12-I/2 �•
GAUGE MIN. FINAL DRAWINGS
Released for permits only,
BOTTOM STRAND I w
Y r i tii
rn
10 GAUGE MIN. not released for construction.
F
= 1 > I TYP'CAL VALVE BOX
1� A
)1-
SIL- FENCE NOTES
h>\ q poi
TYPICAL CONCRETE
BLOCKING - 4� o <'o :> ` ;�� �� 4i��i�%'o `. 1. ;LIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND
— `.VATER/5EWER MAIN FILL SLOPE SHALL HAVE A r,1!NIMUM OF G LINE WIRES WITH 1 2"
MJ PLUG W/ _ -
,h N STAY SPACING.
TEMPORARY
I PERMANENT
Sep -Apr
May -Aug
I Dry Sods
Wet 5o,ls
Seed Typle
Minimum Application
Rate (Ib/ac
Bahia, Pensacola Var.
30
25
Bermuda
50
50
30
10
25
25
25
25
Carpetgra55
Centipede
German Millet
Kobe Le5pedeza
20
Tall Fescue
50
Totals
1 100
50
115
100
^.
,•`` OGINE44,N�
'., .C
p Ro
LI r
SEAL 9
F= SEAL =9 = 1014 LV`\ - ~"
cZ — -UA
198,34
, r l
RESTRAINT SYSTEM
GROUND LINE 2.
-1LTER FABRIC SHALL BE A MINIMUM OF 36 IN
TO
j
r�li ID �TIS�i O�1T
T-
NORMALLY CLOSED GATE VALVE
VIDTH AND SHALL BE FASTENED ADEQUATELY
WATER EC DE LS
FULL JOINT OF PIPE
(REFER TO PLANS FOR VAL Xf _91=)
3.
IR
THE WIRE AS DIRECTED BY THE ENGINEER.
STEEL P05T5 S'1ALL BE 5' IN HEIGHT AND SHALL
DETAIL EC5 - SEEDING APPLICATION RATES
)
,
4.
5E OF THE 5EL =-FASTENER ANGLE STEEL TYPE.
FA T N To wooD
;VIBE FABRIC ALL Bc 5 E ED
S-
- - ---- - --
S TE I M PROVEMENTS for
w
_
POSTS WITH NC` LESS THAN #e WIRE STAPLES
1/2"
KING CREEK
r
LONG.
N
wIRE
AT CHERRY BRANCH
FILTER FABRIC
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
DETAIL W 12 - STANDARD TEMPORARY END Of
LINE PLUG DETAIL
SCALE: N.T.S. DATE: 1 1,13.12
4
DETAIL EC2 —
TEMPORARY SILT FENCE
PROJECT #: 201 1 -02 1 SHEET: 13 of I G
T

STORMWATER POND PLAN
/ °:201
75' —1--4.5' I— 10' I C 99 1O, 10 —I— 45' �L_ 7.5 —I— 3' �I
'1 (VARIES) 'I`
I— TYP CUT
I I I I I I I I I I I I 3
FLAT
TYP- FILLI /BERM
3
TEMPORARY 5TOP.AGE EL.: 85 1 w _t �A �X A�/
\ \;
.0I IO �/ I� V :K-110 _%T TOP TA _3NELF EL 7.0 / // A/
.5' ..
I PERMANENT POOL EL.: 61
.- I_ _ - _ T �. BOTTOM5IIELF EL CO
\ \ VA VA V
\ \// , T-- I SEDIMENT REMOVAL EL 2.0\ \/, j \j
X /\� \ \ / \ \ \�\\/'BOTTOM POND EL 0
\
\ .A .A
CROSS SECTION "A -All
I I
I �
I I
TYP.'ILL BERM
T.5'
I 'I—
I 1
I I
I
X/\ i /!
v/A; v ,
// A\
10'
IC
39' 1 I' 179'
(VARIES) 5 'I 5 'I` (VARIES)
I I
I I I I I
I i I I
I I
0 DO
CROSS SECTION "D-B" - POND LONGITUDINAL
/'S6'
-I` 4.5.
I
I
1
!
'.5' I� 3' —I
I
TYP, CUT
I I 3
--2
0
PI Sw Ar PI Sw Ar PI Sw Ar Z �
w
Z Sw Ar PI Sw Ar PI Sw Ar PI Z �
O
VEGETATIVE SHELF PLANTING DETAIL (TYP.)
Perm.
Pond Graded So 1
i
12" Modified Sod
SOIL MODIFICATION
/ ":5'
VEGETATIVE SHELF PREPARATION * PLANTING
I . SOIL PREPARATION - THE CONTRACTOR 15 TO EXCAVATE BEYOND THE FINISHED GRADE OF THE VEGETATIVE SHELF
BY 1 2" IN ORDER TO INSTALL 1 2" OF MODIFIED FILL AS INDICATED BELOW.
2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHED GRADE THROUGH THE PLACEMENT OF 1 2" OF
MODIFIED SOIL. THIS SOIL SHALL BE MODIFIED TO INSURE A SOIL PH OF APPROXIMATELY G, WITH A MINIMUM OF
1 0% ORGANIC MATTER. OFF5ITE COMPOST CAN BE USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL
LIME CAN BE USED TO INCREASE THE 501L PH.
3. THE CONTRACTOR SHALL STRIP AND STORE 51TE TOP501L PRIOR TO POND GRADING ACTIVITIES FOR THE PURPOSE
OF TOP DRESSING THE POND, AND BACKFILLING THE VEGETATIVE SHELF.
4. VEGETATIVE SHELF PLANTINGS SHALL BE INSTALLED UPON COMPLETION OF ANY CLEANOUT AND RE -GRADING
NECESSARY DUE TO POND BEING USED AS A SEDIMENT BASIN DURING CONSTRUCTION.
5. VEGETATIVE SHELF PLANTINGS, AS INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAYS OF GRADING ACTIVITIES.
SHALLOW WATER PLANTS ARE NOT TO BE INSTALLED BETWEEN OCTOBER 15T AND MARCH I ST. IT IS
RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF PLANTINGS BETWEEN AFRIL 15T AND AUGUST 315T.
G. SLOW RELEASE FERTILIZER 15 TO BE INSTALLED TO EACH PLANT WHILE BEING INSTALLED. SLOW RELEASE FERTILIZER
SHALL FEED THE PLANTINGS FOR A MINIMUM OF 12 MONTHS.
7. THE OWNER 15 TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF IS MAINTAINED ACCORDING TO
THE OPERATION AND MAINTENANCE PROCEDURES ON FILE WITH NCDENR.
5. 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.
9. WEEDING SHALL TAKE PLACE AS NECESSARY IN ORDER TO EXPEL UNDESIRABLE VEGETATION.
I O. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR PURCHASE INFORMATION.
CONTAINER SIZES VARY, BUT TYPICALLY ARE OF DIAMETERS LESS THAN 4".
POND GRADING AND CONSTRUCTION SCHEDULE
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY AT THE SAME TIME AS EROSION
CONTROL MEASURES ARE INSTALLED AND USE THE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT
GROUNDCOVER 15 ESTABLISHED, THE CONTRACTOR SHALL DE -WATER THE POND AND REMOVE ALL ACCUMULATED
SEDIMENT AND RESTORE THE POND TO THE GRADE AND CONTOURS AS INDICATED ON THIS PLAN. ALTERNATELY, THE
CONTRACTOR MAY "OVER -EXCAVATE" THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT
ACCUMULATION. HOWEVER, AFTER PERMANENT GP.OUNDCOVER 15 ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE AND VERIFY TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED.
EMBANKMENT MATERIALS AND GRADING
ALL EMBANKMENTS SHALL BE CONSTRUCTED OF UNIFORM NATIVE MATERIAL, FREE OF EXCESS SILT, ROCK,GRAVEL,
DEBRIS, AND VEGETATIVE MATTER, AND COMPACTED TO 9507. OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH A5TM
D 1 577 FOR 8" TO 1 2" LIFTS.
POND VOLUMES
Elevation
ft
VOLUMES
Forebay Pond Total
ft3 ft3 ft3
APEA5
Forecay Pond Total
ff- ft2 ft2
Temporary Storage 6.50
Vegetated Shelf Top 7.00
Permanent Pool G.50
Vegetated Shelf Bottom G.00 _
Bottom (top sediment) 2.00FP';
Totals
9� 7
32454
42371
14000.
40G2
4G727 G0728.d=
14226 18258
8 . `-0
29649
38599
34554
111M
3443
1282G IG2G9
7 '9
27055
87880 10553G'
G2 71
24250
30521
1 9G90
23897
P424GI
,
I G GGO 204121r
4237
E
T
0
L
S
PROJECT REVISIONS
NO.
Dr`SCRIPTION
l
6MP DETA/L5
2
PW5 COMA4ENT5
3
5TORMWATPR 9L705ED
gi
I, DAT,F
J6T I 1 1.29. l2 .
JGT —'-2, / 4, 22
✓GT '. ' 2.20. l 2
DEVELOPER
COASTAL PIEDMONT DEVELOPERS, LLC
803-A EAST MAIN STREET r
HAVELOCK, NC 28532
OFFICE: (252) 447- 1 529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD r
NEW BERN, NORTH CAROLINA 285G3 r
OFFICE: (252) G37-2727 FAX: (252) G39-2448
LAND SURVEYOR
HERBERT J. NOBLES, JR., PLS# L-2403
18G CAMPEN ROAD
BAYBORO, NORTH CAROLINA 2851 5 -
/ FINAL D DRAWINGS
Released for permits onl
not released for constructi
`��llllr4rrrr1 ```,,I IiLrrrr
`�OGI%IE'4N!!! �'' �l'� CAR0LI
�'r�
4ssi.
SEAL 9��
h 2 SEAL =w c = tot 7 �'
C-438; _ - _
? 4.
!!! 1 I11\
rrrrrrnu�"`
S
STORMWATER PO D# I
SITE IMPROVEMENTS for
3
KING CREEK -t
AT CHERRY BRANCH
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN I DATE: 1 1. 1 3. 1 2
PROJECT #: 201 1 -02 1 1 SHEET: 14 of I G

_
Ar PI Sw -Ar PI 5w Ar PI Sw
\ 9
}n
_` � � • ,r' 1) 3' z
` P-Out
w
' \ _
e / P-21
OUT _ 1 � - Ar PL �Sw
Ar Arrowhead (SaIttarla Ar gloPIba), 5w Ar
on IPI = Pickerel weed (Fontederla
j AD#7 I
\ 3 HOL corada), Sw = Sweet flag (Acoru5 spp.)
DB
\A PG VEGETATIVE SHELF PLANTING DETAIL (TYP.)-
1 0' Veg. Shelf
w /
/ / --'�:® �\ ✓ W ,r "'_-- , - s�_ Gy:- y f// / ° / / / 6 hZ/Lu
FerRl. POOI
OQ�' I MIN . 4 TY Pond Graded Soil
W
- I
/
x� u Ocz W I I 2" Modified Soll
I �.���—� - eV ���. ; � - - `� (_•..., �II � III � I
TRASH RACK DETAIL SOIL MODIFICATION
10 � �1 VEGETATIVE 5MELf PREPARATION PLANTING
%/i I - - -
` - � I I SOIL PREPARATION THE CONTRACTOR IS TO EXCAVATE BEYOND THE FINISHED GRADE OF THE VEGETATIVE SHELF
I
I BY 2" IN ORDER TO INSTALL I2" OF MODIFIED FILL AS INDICATED BELOW.
/ 2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHED GRADE THROUGH THE PLACEMENT OF 121, OF
MODIFIED SOIL THI5 501L SHALL BE MODIFIED TO INSURE A SOIL PH OF APPROXIMATELY G, WITH A MINIMUM OF
1 0% ORGANIC MATTER. OfESITE COMPOST CAN BE USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL
ZIPQ I I I I LIME CAN BE USED TO INCREASE THE SOIL PH.
I I I! 3. THE CONTRACTOR SHALL STRIP AND STORE 51TE TOPSOIL PRIOR TO POND GRADING ACTIVITIES FOR THE PURPOSE
OF TOP DRESSING THE POND, AND BACKFILLING THE VEGETATIVE SHELF.
Q I h j l I I I I 4. VEGETATIVE SHELF PLANTINGS SHALL BE INSTALLED UPON COMPLETION OF ANY CLEANOUT AND RE -GRADING
\ �Q +� I I 1 NECESSARY DUE TO POND BEING USED AS A SEDIMENT BASIN DURING CONSTRUCTION. I I 5. VEGETATIVE SHELF PLANTINGS, AS INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAYS OF GRADING ACTIVITIES.
I I I I N/F SHALLOW WATER PLANTS ARE NOT TO BE INSTALLED BETWEEN OCT05EP 15T AND MARCH 15T. IT IS
1 j I COUGHEN RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF PLANTINGS BETWEEN APRIL I ST AND AUGUST 3 1 ST.
Ih ff I
DB 22 G. SLOW RELEASE FERTILIZER 15 TO BE INSTALLED TO EACH PLANT WHILE BEING INSTALLED. SLOW RELEASE FERTILIZER
' I BOTTOjVj POINT I .0 . I I I I PG 10 SHALL FEED THE PLANTINGS FOR A MINIMUM OF 2 MONTHS.
7. THE OWNER IS TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF 15 MAINTAINED ACCORDING TO
=/�a I P THE OPERATION AND MAINTENANCE PROCEDURES ON FILE WITH NCDENR.
L 5EDIMEI�T STOi AGf % 5. SEASON, ALL PLANTS THAT
---5- -- _ -/ DID RNOT SURVIVETHEINITIAL APPLICATION SHALL BE REFDLACED AND/OR REIN5TA LED. � N
- - -E` - VEGETATIVE SHELFBQTTOM CC)9. WEEDING SHALL TAKE PLACE AS NECESSARY IN ORDER TO EXPEL UNDESIRABLE VEGETATION.
PERMANENT PO LF TnO.5_O /j� O. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR PURCHASE INFORMATION.
VARY, B / CONTAINER SIZES VA UT TYPICALLY ARE OF DIAMETERS LESS THAN 4".
POND GRADING AND CONSTRUCTION SCHEDULE
�Q/ \ -� - - -- _ o — TEMPORAR �JTO GE S' J_-- CONTRACTOR SHALL INSTALL STOKMWATEK POND AND EMERGENCY SPILLWAY AT THE SAME TIME AS EROSION
O
CONTROL MEASURES ARE INSTALLED AND USE THE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT Q�Q GROUNDCOVER 15 ESTABLISHED, THE CONTRACTOR SHALL DE -WATER THE POND AND REMOVE ALL ACCUMULATED
- - — — - CSEDIMENT AND ONTRACTOR MAY TORE THE POND TO THE GRADE AND CONTOURS AS INDICATED ON THIS PLAN. ALTERNATELY, THE
QQO ---- 4 ACCUMULATIONREDVER EXCAVATE" THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT
CJ HOWEVER, AFTER PERMANENT GKOUNDCOVER 15 ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
�o TO DEMONSTRATE AND VERIFY TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS PS G4g8 CO OURS ARE PROVIDED.
EMBANKMENT MATERIALS AND GRADING
ALL EMBANKMENTS SHALL BE CONSTRUCTED OF UNIFORM NATIVE MATERIAL, FREE OF EXCESS SILT, ROCK,GRAVEL,
GRAPHIC SCALE DEBRIS, AND VEGETATIVE MATTER, AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH A5TM
� D 1577 FOR 8" TO 12" LIFTS.
'r T �" 20 I 20 TRASH RACK WITH RISER TOP
f �.;-, ? ANTI -VORTEX PLATE E TRASH
MIN
GUARD EL. 8.50'
STORMWATER POND PLAN STRAP--
/ °r208" PVC 5CH. 40
24" CMP
1 - 24' CMP
8" PVC CR055 EL. 6.50' INV. _ 6.50'
ATTACH POINT FOR SKIMMER
DEVICE. CAP # SEAL AFTER --- 36" X 3G" ANTI5EEF PLATE
TO BE PLACE IN EARTHEN BERM
66' SKIMMER REMOVAL
— 3' —I 7.� 10 —T— 4.5' I ' —1— O -- I O' 10' 4. 5' --�— ZS' 3
I i I (VARIES) 'I` I I I 1� 'i g' STUB
Tyr,CUT CAULK OR SEAL
1 1WATERTIGHT
_ 1 3, ORIFICE CAP
1 FLAT HO BERM / r
TYP. FILL p 4" m LE II II I I I I II 'r. r�l
II— 3' 'll 7.5'
I I i II
TYP. FILL IBERM
10
CROSS SECTION "C-C'1
/ ": 6'
36' 5 11' I 5 1 10'
'II` (VARIES) �� I 'j` (VARIE5)
I I I I
I I II
CROSS SECTION "D-D" - POND LONGITUDINAL
rel
7.5' 3—I
I
1
TYF CUT
I I 3
FIAT
76- 7T
EL. 2.5' —'- -CONC. SLAB
Q.
12"
POND Imo ° -GONG. 51-AB
EL I.00'
i 1 O'-0" - —{
OUTLET STRUCTURE DETAIL
N. T.S.
3 TC' WIDTH
-' CCNCRETE (3,000 P51, FIBER
CONCRETE WEIR R`-IN`CRCED) on 4" ABC
5' 6' LENGTH = 15' 6' 5'
CONCRETE
I
Fr FrONDOP EL. I 1 .0' i SPILLWAY FOND TOP. EL, I I 0
////.. .. .. 4:1 TOP L. 4:1
9.5' (LEVEL)
CLA55 8 RIP -RAP SLOPE
CONCRETE WEIR DETAIL E-E PROTECTION W/FILTER FABRIC
POND VOLUMES
4
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
/ DMP DETAIL5 ✓GT / / 29 11,
2 PW5 COMMENTS JGT / 2 / 4 / 2
3 5T09MWATE9 9EV15ED JGT l2,20, l_
T
DEVELOPER
COASTAL PIEDMONT DEVELOPERS, LLCl j+�l
603-A EAST MAIN STREET z
HAVELOCK, NC 26532
OFFICE: (252) 447- 1 529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW KERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-?448
LAND SURVEYOR
HERBERT J. NOBLES, JR., PLS# L-2403
NORTH
CA CAMPEN ROAD
BAYBORO, N NORTH CAROLINA 2651
FINAL DRAWINGS
Released for permits only,
not released for constructi n. vy
``���nlurrrrr ,
�1GINE '''., . �� CARol`', a
Esslo�;r,vn\
F _'v SEAL SEAL
-� C-438 - = ; loth �()
flr,�l'�t9,813I mil.*`��`l`
p
STORMWATER P `�D#2
SIT E IMPROVEMENTS for
KING CREEK
AT CHERRY BRANCH
c
TOWNSHIP #5/CRAVEN COUNTY/NORTH CAPOLINA F:
f
SCALE: AS SHOWN DATE: 1 1. 1 3. 1 2 ks
r�
PROJECT #: 201 1 -02 1 SHEET: 15 of I G
M,