SW8181016_Approved Plans_20190227

ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION
TO PUBLIC USE, BUT HAVE NOT BEEN ACCEPTED BY THE STATE AS OF I, JOHN L, PIERCE, CERTIFY THAT THIS PLAT WAS ,1��i 41 i tttt ft NORTH CAROLINA, ONSLOW COUNTY
THIS DATE. THE DEVELOPER SHALL IMMEDIATELY PETITION THE NORTH CAROLINA DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY >t� CA 1!
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWty,'rg.., .•t.•. ��f'1r�, I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY c
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE e}.�,»o• SS'°A�,,. 4'. ''. THAT JOHN L. PIERCE, A PROFESSIONAL LAND SURVEYOR, PERSONALLY c�
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CLEARLY INDICATED THAT THE RATIO OF PRECISION *• - ,*t� ,�, 7 z
APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE AS CALCULATED IS 1: 10 000+; THAT THIS PLAT .. . OF THE FOREGOING INSTRUMENT. !t��� Q
ACCEPTED INTO THE STATE ROAD SYSTEM, THE DEVELOPER HAS PROVIDED THE N WAS PREPARED IN ACCORDANCE WITH G,S,47-30 AS : E" "• MY HAND AN OFFICIAL STAMP OR SEAL, THISt� DAY OF
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. ceI AMENDED. WITNESS MY ORIGINAL SIGN ORE, L- '� 1_1, 20
LICENSURE NUMBER AND SEAL THIS _ __ :{ Q: "�
Q
DAY OF _ �'.'1,' �d»» ..... 18 1 t I
III
_____ __ • Q ! _ ZC) N.
__ a______._,.__ - _-_4a7 --__14 _. t' '�!!�'�'/A/ `,,..0,G>''�' �t� ' } B ���•.'r/,r __ TARP PUBLIC --- � �• ``� SiM
AO
DATE OWNER/AU RIZED AGENT ________ // P '` �� ` ©pp
EIS s JOHN L. PIERCE P.L. L-2596 t t 1!I C�' IY COMM r ION E `, �:. DECEMBER 28; 2023. °�y� `I 1..4
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED �---�... 294.97• r tNG R©
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE.. �`' •-•..,..., N/F � � t� � � ' �' `
—
��
______
EIS EDWARO B, SANDERS agt 'AFE BETTY SANDERS 0 {
0.8.375 P.549 do i;.8.533 P.509 ( /C � pp
,�"1 J'"! _ ____ ______c/21 .�f tst.s4 'i//�/ ��\�~ - TOSCALE —
APPROVED DISTRICT-ENGINEER A //#1 f pfil,INiG`,�� VICINITY MAP NOT SC
36.
�n .� S 80'47'42^ E 79;.
3,7,85,
I
N/F
�► NOTE: THIS [MOMENT ORIGINALLY ISSUED AND SEALED BY:
ANNE L. DAMS - S 83'40'.48• E 1ts7.e4 ko
/-- ~ `- JOHN L. IIERCE,PLS, L-2596, ON 5-28-19.
co
D.8.727 P.450
,`;' 27 oo THIS MEDA SHALL NOT BE CONSIDERED A CERTIFIED
w n / IL
"" ,,, '�- -- DOCUMENT,
41 r ���,�+�'�
EIS g' -� f/' '� N.�, 404 1
1 `� ~-- -...` ``
UTILITY y'� o ,ry J, ,/ �',.
CPS DATA: ESMT. ��� a `� a \ �,,.� . _ — 1 l `",_-
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH 4 r �,,...-- -- _,.�°'''r.,„„„. , c: r
AMERICAN DATUM OF 1983(2011)(epoch 2010.00). / , .s-��' ....--�', ~ ''P\ III
IiI+ 1111111111111
ELEVATIONS ARE BASED ON WORTH AMERICAN VERTICAL DATUM / j 1^_3©, ;� 404 ". `�� — l2a '� ��I III III II I III I II II II�1 III III
t" DRAINAGE
OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolina EIS h s \ Doc ID; 01431188000105/29/ Type: CRP
GNSS Real Time Network RTN "ON JANUARY 16i, 2018.. / , © /� '. EASEMENT \ �, Recorded: 05/29/2019 at 03; 15:35 PM
UNITS OF MEASUREMENT ARE US SURVEY FEET. t5' s e042s3• so5�. 2 �a� ` `>" �`� \ Doc ID: 80 1 pofe 1
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\ 050 Ac. r� II ADJACENT LOTS Al TIME OF ROADWAY
@i'� �Y 28,581.48 S.F. '� w cp CP �© CF
`, ' `' ,r 0.66 Ac. `a °4- Q I CP tr12 Li? �,� {BUILT TO NCDOT SPECS.) EXTENSION,
32,337.87 S.F. ‘14,> `O °� `A c�a/ EPK J1235. ` 0.74 Ac. N • 2 G o ^ To
r v CP t`H,t (LOT 15) = 80.04 S.F. (0,00 Ac..)
EIS ..+ '"1 3t7,753.95 S.F.
0
J ` .+. fl 71 Ac, :, z x / �"' 'a, ,.,,, +•" 4 (LOT 16) 3,283.70 S.F. (0 0 AC.)
CP 9 404/ / NEIL ANDS CP 2E1 8\ 4'CP 48.83' 30.71' 115 4n4 illEltMft)S y� CP © (LOT 1 7) = 685.18 S.F, (0.02 AC,)
/ + ;o. B9S C� ORAtNA �p �p�
t 43+2 `1 �' \ Ca EASEMENT ... — '-59 L18 CP Cp s8s8 pt
/ `�, Ni , �+ +.53' ~ r �1 � 5`� r } (LOT 18) 910.81 S.F. (0,02 AC,)
�,�l/ \ p CP < \\ � � ,� ,°°�,,,, ,39 CP
FINAL. PLAT
N 1 \I . .... .� ` .... .�. .�'1 36 73.3t' S t(1 S
_ r 91,47' 35.t7 `' ttfl
/47/ '',� . ^ CP SHOWING
I ` CP N 73 4. g 94�` ,,. +IIE 12g56 CP N sa t 24" w 152.09' Cp L =t CP t"t
'I° t18Se S Pe /56" W
TIDES END SUSDI VISI ON
�� s �P N/F (Planned Residential Development)
Z a, \ JAMES H. HOBBS JR.
//
�� De 1191, PG:248 PREPARED' FOR
� Q 1 1MLSC+N LAND FIVE TIMES MB'28, PG• 72 BEAVER CREEK INVESTORS INC. (OWNER)
J '` ' 4° � STUMP SOUND TOWNSHIP, ONSLOW COUNTY NC
��'�, tttgm TRACT DATA: PROPERTY LINE IS c, OF ISAAC CREEK BRANCH
EPK �,c^ �' \ TOTAL AREA 1 ,142,585.08 S.F. (26.23 AC.)
LEND PREPARED BY
tili� ', >rJ Z TOTAL NUMBER OF LOTS - 33 LOTS EIP = EXISTING IRON PIPE JOHN L. PIERCE Cfk ASSOCIATES P.A.
�,,..-�� . ,4.4 CP C,, \ AVERAGE LOT SIZE -0,70 ACRES 30,458,22 SQ,FT.) EIS = EXISTING IRON SIAKC NORTH CAROLINA LICENSE NO. C-188o
s LARGEST LOT - LOT 1fi (1.71 AC.} SIS = SET IRON STAKE
''�� Q' � 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
�/ , SMALLEST LOT - LOT 2 (0.33 ACRES} CC = CONTROL CORNEF;:
R�qG \ AREA OF WETLANDS - 6,85 ACRES ECM = EXISTING CONCRETE MONUMENT PHONE: 910-346-'9800 DATE: MAY 28, 2019
�°c ��-,_.. — '• \ TAX MAP & PARCEL NUMBER - PORTION MAP 762, PARCEL 1 EPK = EXISTING PK NAIL SCALE: 1*�- 100' F.B. 821 , PG.
�-,..�. PIN NUMBER - PORTION 425702871687 R/W = RIGHT OF WAY „r . CE�VE
11
Rj`N �,. EXISTING USE - AGRICULTURAL & WOODLANDS EOP EDGE OF PAVEMENT JOB L�,117--155 4
PROPOSED USE - PLANNED RESIDENTIAL DEVELOPMENT PP = POWER POLE
�``.� �,, ZONED - RA LP -- LIGHT POLE © yER/DEVELOPER; 100 SO 100 200
WATER - ONSLOW COUNTY WATER SEWER AUTHORITY CE = CENTERLINEY' 4a
BEAVER CREEK INVESTORS, INC.INC
SEWER - INDIVIDUAL SEPTIC SYSTEM1
REFERENCES: \•,,� FIRE DISTRICT & ISO RATING - ©!STRICT TURKEY CREEK, IS0=6 S'T = 10 x70' SITE 1RlFNGLE P.O. BOX 1685
D8: 4695, PG: 187 S.S,E & U.E. =SEPTIC SYSTEM EASEMENT JACKSONVILLE, NC 28541
��"� RIVER BASIN _ WHITE OAK & UTILITY EASEMENT 910-346-9800
MB: 75 PG: 85, CABINET 0 (TRACT 1 ) C,E„ = ROAD CONSTRUCTION EASEMENT . ,
MB° 74, PG: 58, CABINET 0 100 .. ADDRESS LABEL SHEET 1 OF 2
�a

I, JOHN L. PIERCE, PROFESSIONAL LAND SURVEYOR NO. 2596, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED:
CERTIFICATION OF SOIL SCIENTIST CERTIFICATE AS TO UTILITIES AND DEDATION
A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION I, R. h,AYWQOD PITTMAN. , CERTIFY THAT I AM A LICENSED SOIL SCIENTIST IN
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT THE I HEREBY CERTIFY THAT THE PLAN AND SPECIFICATIONS FOR THE
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; STATE OF NORTH CAROLINA AND HAVE EVALUATED THIS SUBDIVISION AND FOUND WATER AND/OR SEWER IMPROVEMENTS OR HERON WATCH AT TIDES END
THAT THE SOILS WITHIN THIS SUBDIVISION PROPERTY ARE SUITABLE TO ACCOMMO- SUBDIVISION HAVE BEEN REVIEWED ANtAPPROVED BY ONSLOW WATER AND
DATE THE SUBSURFACE WASTEWATER DISPOSAL SYSTEM NEEDS OF EACH OF THE SEWER AUTHORITY, THAT SUCH WATER�ND Oft SEWER IMPROVEMENTS HAVE
Li B. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY LOTS DEPICTED HEREON. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE ONSLOW BEEN CONSTRUCTED, AND THAT ONSLt WATER AND SEWER AUTHORITY
OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE COUNTY HEALTH DEPARTMENT MUST ISSUE IMPROVEMENT PERMITS AND CONSTRUC- HEREBY ACCEPTS THE DEDICATION SL HE WATER AND/OR SEWER
THAT REGULATES PARCELS OF LAND. TION AUTHORIZATIONS, AS APPLICABLE, FOR THE LOTS SHOWN ON THIS PLAT. IMPRO ENTS ALONENG DEDICATION
TH ASSOCIATE' EASEMENTS.
THIS _ --DAY OF ' Q 21?.._
Li C. ANY ONE OF THE FOLLOWING: _ --- _~�� } '
1 - THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF _
U + �� ONSLOW WATER AND SE - R AUTHORITI1
LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT SIGNATURE DATE
CREATE A NEW STREET OR CHANGE AN EXISTING STREET. ql/ ‘71 /;//:
2 - THAT THE SURVEY IS OF AN EXISTING FEATURE, SUCH AS A
BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH '
AS A WATERCOURSE. COREALT: I+1'>C►e11flittor i-Oltrami t� +'.t� _ .r s►.� r
Y • 21L8 345.00 • 20 53.61 $ 56'44 31 E 215,21
3 THAT THE SURVEY IS A CONTROL SURVEY. C1N. 1 DISTANCE 36 169 2s o0 10331915'5 55R 5 5s 36'34" E 31,3 '
1" N 54 36'34" E 3t.36'
Li S 01'49 45` E 56.06 2 �' S.00' 24758'32.so" S 56'22'06" E 91.21
4 THAT THE SURVEY IS OF A PROPOSED EASEMENT FOR PUBLIC L2 S 15'41'3 " !r 29.23' 29.6 25,OQ �•758'32.47` S 33'37'S4" w 27.95'
CERTIFICATE OF IMPROVEMENTS INSTALLATION GUARANTEE S 11'28'35" w 53.34' 29.7d 340.00' 5'01'04.36" S 02'09'10" W 29.77'
UTILITY AS DEFINED IN G.S. fit-3. / L4 S 10'40,31, E 55.89 30.49 20,00' 87'21.28.04" S 39'0002" E 27.62'
�L6 $ 3317 6 E 84,25 9 57. • 280.00 11'45'30.09" S 88'34'31" E 57,36'
I HEREBY CERTIFY THAT ALL IMPROVEMENTS HAVE EITHER BEEN INSTALLED 16 S 42'17 31a,, 84.25' G]0 ling 78.76 '55 3 .40 . 81'34 57 E Q:
....I D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CAILGORY. OR GUARANTEE 1.7 S 18'26'44" E 50.88
2
BY AN APPROVED SECURITY FOR THE TIDE'S END SUBDIVISION ;L8 51 26'53` E* 39,85 61. ##
SUCH' AS THE RECOMBINATION OF EXISTING PARCELS, A L9 S 47'59'08" E 48.50 2624 + ••+• :• • `•
AND THAT THE FILING FEE FOR THIS PLAT HAS BEEN PAID.
COURT-ORDEREDSURVEY OR OTHER EXCEPTION TO THE 110 s 55'00'22" W 40.96 5$.63 :
DEFINITION OF SUBDIVISION; L1i N 71'58'48" W 26.24' 340.## 11'45 30.09 N 88'34 31' W 69.65
l L12 S 77`59`52" W 26.13' 53.04 +� +� ••
illill
- t I 1_ _ __ -- l.13 S 29'59'25" W 42.00 G# 176.41' •## +•
T -- T L14 N 65 58'03" W 69.23' C18 29.80 20.00 85'22 27.66 S 80'23 59 W BENIIIIIM
1 E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH DATE OWNER/AUTHORIZED AGENT L15 N 88.45'55" W 86.10' C19 47.1 200.00 131004.28- S 30'5743 W 47.02
THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST`plC11111►t/if L16 S 85'49'29" W 79.54' * 31.37` ## 71'53'57.36" S 11'44'18" E 29.35'
MY PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED i 4' G A R O C/ t/i# L17 Sat 34'39" W 65,17' 237.6'' : 247'35'36.96" S 76 06'32" W 91.41'
L18 S 851)9'4-3" W 90.75' 80.80 t 17'48'24.71" N /848'33'" E 80,41 '
(A) THROUGH (D) ABOVE.. �$4<<\...4•i 0lyq• y1 '', L19 N 56'16'149"� W 6.4.90' 29,80 20.00 85'22'27.66" N 04"S8`29" W 27,12'
Q. �� • �, L20 N 59'07'26" W 48.51 95.2 600.00 •R
IIE
9 :9 L21 S 59'48'09" W 54.80' 180.:' 285.00' `
Z i j„..)
.4' L22 N 18'09'56" E 10.00 15.99 345.00 239 18 19
• L23 N 18'09'S6" E 72.47' �1tl53' �� • r ,r r
• �� L24 N t 1`27'57" E 23.95' L $8 97.53' #� �. • 00
--'" '�"` �O: L25 ; O1'S6`21" 16.15` C29 105,E 540.00 11'09 01.84' S 44'08 36 E 104,93
JOHN L.-PIERCE, _ SSIQNAL LAND SURVEYOR NO. 2596 40 �a .. C�-- L26 00'14'20" E 7.96 30 105.01 5 •.#0 11.0901.84 104.93
i• •4:441D 5'P•• c2• 127 13 01'2.2" W 7.94' 105.01 540.00 11'09 01.84 .• #
L28 N 19'53'52" W 8.23' �16.39' 54t1.00' 1'44'18.61`
'f./,yOHN Q�````�•
CERTIFICATE OF APPROVAL FOR RECORDING L29 N 29'41'05" W 16.10 16.79 ## . ,
/l)r�l'+1���,`` L30 N 43'36 39' W 15.83,
L31 N 58'59'45" W 8.04 47.73 55,00 =WEEMS 8631 54 W 46.25
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON )-32 : 6804`56" W 16.20' C36 40.61 55,00 42'1833.64 MIIIMMENnli 39.70`
HAS BEEN FOUND TO COMPLY WITH SUBDIVISION REGULATIONS OF 1_33 S 82'41'461' E 44,01 90.15 •# 5 �O # . 40,40
THE COUNTY OF ONSLOW, NORTH CAROLINA, AND THAT THIS PLAT 134 N 85'32'44" E 81.35 �37.17' :# ## 86'29 ,14
OWNER'S CERTIFICATION AS TO WATER HAS BEEN APPROVED 8Y THE ONSLOW COUNTY PLANNING L35 S 8532'44" W 81,24 9 20.29 280 se 4'0908.60 0
L36 S 37 42'45" W 24,64 C40 45.88 55.00 47'47 30.75 6
I CERTIFY (I) THAT I AM THE OWNER OF THE LANDS SHOWN ON THIS MAP AND OF ALL OF THE DEPARTMENT L37 N 19'54'20" E 60.82 C41 48.32' 55.00 50'20'03.98" 8214 » 60,04
46,78
WATER INFRASTRUCTURE LOCATED ON SUCH LANDS, (II) THAT ALL REQUIRED WATER IMPROVEMENTS FOR RECORDING IN THE OFFICE OF THE REGISTER OF HEDS OF L38 - 37.42'45' E 24.64 63,50' •# 56'09'19.13" - .• 0
HAVE BEEN CONSTRUCTED WITHIN THE STREETS AND/OR UTILITY EASEMENTS SHOWN ON MAP IN ONSLOW COUNTY. L39 $.70'05'40" E 20.00' 97.24 55.0f] 101'1810.45 N 59 410 E ••
L40 54'05'2$''' W 2a.0©' • 6.78 55,00 7'03 43.76 S 6604
ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY ONSLOW WATER ANO SEWER L41 . 35'54'32" E 19.30 C45 55.10' 338.76 9'19'11.75" N 8018 39 E 55.04-
AUTHORITY ("ONWASA"). (III) THAT ALL SUCH WATER IMPROVEMENTS ARE HEREBY DEDICATED AND 5 vi \ 1q • ,, ti i E 33.88
L42 N 17'57'Otl L43 65'42 23"" Wtt.25: 3.52' 0'35'44.93' #
CONVEYED TO ONWASA, FREE OF LIENS AND ENCUMBRANCES, (IV) THAT ONWASA IS HEREBY 1 L44 ®2.60 600.00 0'14 52.43 S 7 '38 03 E 2.60
65'42'2 ' E 33.8$ • 77.05 600.00 7.21 28.85 S 69'49 52 E 77.00
GRANTED A PERPETUAL EASEMENT OVER ALL STREETS AND UTILITY EASEMENTS SHOWN ON THIS _ - L45 S 172418 E 24.78 9§.75r 600.00 9'14'20.05" 5 61'31'57" E 96,64'
MAP. AND (V) THAT THE UNDERSIGNED WARRANTS TO ONWASA FOR A PERIOD OF 18 MONTHS FROM DATE SUBDIVISION A'+ iNISTRATOR 88,10' :: 9t'4a'50.48" N 61'47'S1" W 7a.98'
THE DATE Or THIS CERTIFICATION THAT SUCH IMPROVEMENTS ARE FREE FROM DEFECTS IN 57.88 ## 60.1 7'5 .84" N 6; 47 29" E 55 25
57,88' �+• fi0'17'55.84" S 6'1'4T29" E "55.2�5'
MA"fERIALS AND WORKMANSHIP. "4 -. ,_4`
r 3frFi?3s:4-1•'' 3't19'43" C 34.87'
414. :8` S 12'36 43 W 13.97
THIS 1'" ±_ DAY OF ._. '-' ' __, 20_Lq 63.88' •� 1� . •. 3 t: $ 44'03'54" E 31 3
-�� C56 �(� �� 2'S9 38.04 S 4t)'03'S4" E 31,3
t/ C58 • :` N 46"19 47 W 76,98'
OWNER: P>'i`firfrt.! .l'641- `' /A'AI'"'`, v••f , _
C.�- NOTES: # 5 N 6'Q6'12" W 20,01
'
•a »• +• 3 4.00 N 76'08 20 E 98..74
BY: -__ 28€1..00 76 19.4ES" E 79.4 7'
1. SE FRONT-25'; CORNER SIDE STREET-20 1; SIDE-8 ; REAR-15' • 278.76 71 39'46" E 57,86'
�� OR AS SHOWN HEREON. 12.36; 30.00' I 66.44r5.3° E 12,36`
TITLE: ___szE_.___ __._i___________ I 05
2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY LNLESS OTHERWISE C66 21.29 33:.76 3.3602.78 N 73' 102 E 21.29
NOTED.
3. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
CERTIFICATE. OF OWNERSHIP AND DEDICATION
4. ALL HOMES TO ONLY FACE STREETS WITH Al LEAST A 25' MINIMUM
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN BUILDING SETBACK.
AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION
JURISDICTION OF THE COUNTY OF ONSLOW AND THAT I HEREBY ADOFT 5. PORTION OF LAND IS LOCATED IN A 100 YR. FLO0I ZONE PER EFFECTIVE
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT; ESTABLISH FIRM 3720425700J DATED 11/03/05. THERE IS PRELIMINARY FIRM
MINIMUM (3720425700K DATED 6-30-2016) THAT HAS NOT BEEN ADOPTED.
BUILDING SETBACK LINES; AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, WATERLINES, AND OTHER SITES, IMPROVEMENTS AND EASEMENTS
6. NO LOT SHALL HAVE DIRECT ACCESS TO TAR LANONG ROAD.
TO PUBLIC OR PRIVATE USE AS NOTED.
' ) 7. A PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS AS
d be Lig I v SHOWN HEREON. THEIR DELINEATION IS CONSISTENT WITH POLICIES AND
_-__ _____ REGULATIONS OF THE U.S. ARMY CORPS OF ENGINERS. LOT OWNERS OF
DATE OWNER AFFECTED LOTS ARE ADVISED TO CONTACT US APM( CORPS OF
ENGINEERS REGARDING DEVELOPMENT WITHIN THE 4)4 WETLANDS. --� -
REGISTER OF DEEDS
_____________ __________ --- 8, NOT WITHIN 1/2 MILE OF VAC).
DATE OWNER
9. NOT WITHIN THE FPOO. FINAL PLAT
ENDHOWIN G
ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION TIDES ED SU D D I VI SI ON
TO PUBLIC USE, BUT HAVE NOT BEEN ACCEPTED BY THE STATE AS OF
THIS DATE. THE DEVELOPER SHALL IMMEDIATELY PETITION THE NORTH CAROLINA (Planned Residential Development)
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION STATE OF NORTH CAROLINA PREPARED FOR
OF THE STREETS REQUIREMENTS. THEDDEVELOPERISHNALL BEF ERESPONSIBLE TFORRMAI RESIDENCY COUNTY
OF COUNTY OF ONSLO BEAVER CREEK INVESTORS INC. (OWNER)
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH' STREETS ARE I,?. . 1.4-T4V-t~' , REVIEW OFFICER OF ONSLOW COUNTY,
ACCEPTED INTO THE STATE ROAD SYSTEM, THE DEVELOPER HAS PROVIDED THE CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED STUMP SOUND TOWNSHIP, ON SLOW COUNTY, NC
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. MEETS ALL. STATUTORY REQUIREMENTS FOR RECORDING. PREPARED BY
JOHN L. PIERCE ASSOCIATES P. A.
___ _ '~ ~/ NORTH -
_� -- -- LICENSE NO. C 1888
. vs?hi '"'"----... ✓�+"� REVIEW OFFICER DATE
" - _' ______ 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DATE OWNER/AUTHORIZED AGENT PHONE; 91 1-346-9800 DATE: MAY 28, 2019
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED SCALE: 1"= 100' F.B. 821, PG. 66
jCEI
vE
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. JOB #2017-18584
11
BY:
100 0 50 100 200 400
M... _________________SI/4 ;Li 9'
APPROVED DISTRICT ENGINEER
. __ a
SHEET 2 OF 2

ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION
TO THIS DALIC USE, BUT HAVE NOT TE. THE DEVELOPER SHALLBEEN IMMEDIATP TED BY THE STATE AS OF I,ELY PETITION THE NORTH CAROLINA DRAOHN L.WN UNDERRCE, CERTIFY THAT THIS PLAT WAS MY SUPERVISION FROM AN ACTUAL SURVEY♦N•V, � ICAR®I/I� NORTH CAROLINA, ONSLOW COUNTY
•
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN♦ Q.�,,.,. . . �, e, I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE : 0°•°OFEs'p•.••2 1i THAT JOHN L. PIERCE, A PROFESSIONAL LAND SURVEYOR, PERSONALLY c' '�
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CLEARLY INDICATED; THAT THE RATIO OF PRECISION Z �;"QP �1"• 7 APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION a
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE 34 AS CALCULATED IS 1:10,000+; THAT THIS PLAT OF THE FOREGOING INSTRUMENT. II��r) e
SEA! - MY HAND AN OFFICIAL STAMP OR SEAL, THISf_ DY OF i.
ACCEPTED INTO THE STATE ROAD SYSTEM THE DEVELOPER HAS PROVIDED THE er WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS L�?`,N9 20
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. I AMENDED. WITNESS MY ORIGINAL SIGN RE, a
I LICENSURE NUMBER AND SEAL THIS . '<9t �pQ.1, ` 1111111/l
DAY OF �s1 20 _--- 'I:"v °•,O gUR`!�•' Cli �� ���\ B '7��� it��` LN•
�Cy' L...P`•P\♦� ♦.‘� FT��!i�� -- - TARY PUBLIC- ---- Pd-o y1M� :*000000.1M1
DATE OWNER/AU RIZED AGENT t' - --��
q JOHN L. PIERCE P.L. L-'2596 '1RI 1 j j j j j\+` ` Y COMMI'it�ION E) 'E$ DECEMBER 28, 2023. rep
4R
EIS --1 `� e0.4r4z•r 1:::
® rr _ Z�` CANOjNC RA
A
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSEDI
I -"� �`4'97 N/F = �°t CV
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. �' -� EIS EDWARD B SANDERS A ,MFE BETTY SANDERS % `�C (� �f t O
0.B.J75 F.549 8 D.B.SJJ P.509 0 .�` Op `f (v
18i94 ,���i��; NC ����� - VICINITY MAP NOT TO SCALE -
--71.0~� CnAA4P1( 4j2 �� ? q /llllll1111�\\ f^1 --7
APPROVED DISTRICT ENGINEER rJ7a3�4T42.E ��� # �,;
v :� '•
rt.
I N� NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
ANNE L. DAVIS : s e34o'ae•r 6764, ®� JOHN L. PIERCE,PLS, L-2596, ON 5-28-19.
D.8.727 P.450 '. w __ 275
.0
0
' THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED
41
ri
ry m /e t \ ` •-- DOCUMENT.
•
r / vowel I' _� v�
EIS n o l / / \` ``
UTILITY M a s +/
ESMT. `•e o 8 J\ i ��� \���`\ CP G`
GPS DATA: h
ALL COORDINATES AND. BEARINGS ARE BASED ON 1NE NORTH / 4'' •
11111111111111111111111W1FITT!AMERICAN DATUM OF 1983(2011)(epoch 2010.00). o ! •••_-1i5�- ,- r 3 / \ CP\\
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1 t"-3o' s� es DRAINAGE , d s Doc ID: 014311880001 Type: CRP
OF 1988 (NAVD88). ESTABLISHED USING NC North Carolina EIS S 0 EASEMENT ' \ J'd Recorded: 05/29/2019 at 03:15:35 PM
��/ -. Fee Amt: $42.00 Page 1 of i
UNITS OF GNSS IMEASUREMEN Time FT ARE US0 SURVEYN A FFEET.Y 16. 2018. 15' S 9042.53-r 30e 2e, Z 4 1.','►3� O 84.65.355 S.F. ® J `�° `® Onslow County NC 9
UTnJTY ik
a, 24 ,4a Ac. z, \ e \ Rebecca L. Pollard Reg. of Deeds
0'1 / �' 76 113
ESMT. 46.78134 S.F. , `
w' (FROM c. POWERUNE) S �'42'3J' / 07 Ae 56.036.4J SF. +� 5 BK PO
n 453 r 16t.2J�� 25 �307j 23 s6�`i°' �.N �... 4`
~ 33 "t~ 46,107.17 S.F. 04 �`� s )?3 , O 25'MBL / / CP P._td). 4 MA- O
20'.30' 1.06 AC. + '<, r"'- , -` J 306 41. 1 42.ole . w E 305 • ( 1 N `
Sign Eemt. o.9e Ac. ��� �� 4Jd, JJ7ys. s� C� ♦� S
NA
\ el
zXCA)c, 1.6 L
acct.()
p 745q�• 1101r r `\ 103 S' ,+ / 24'Osst�SF. 'q,� \1 6, 1
geo / .-,. 61.,,‘
8 w cze ° 31 i 2 2 \\
^' o' tJ3.6J• - J3.104.22 S.F v
o ^�'� c? .'� / 0.76 Ac. '^ I I304 47.766.42 s.F. �` \ / w REGISTER OF DEEDS
IC5O c: /. /---• _ ` \2454�.E iJ```` 7 2RAINAGE 1,pc i� 26 i ' 0 / t.tOAa _`_� / '
O 5.es. C, \ EASEMENT ti 3O 7
4� J 0 7 S 8918'38" w 206 3W 404 1 TLMIDS AE
O
O Q ?SWB� 1�100 CJg C NN\1105I ,,,it' eB�* �JyJ� v Le // �I� ��
N I.- 3 . t5' 20'R30' 1- a \ e ♦ A K t r. i _`►\ *�
'� ^' ESMtTM Sign Earrtt. "��` y °$ �• 30 4 e J,,y. I I \ CP MIMI MOP 1
o . ♦ `� 9J� N e9'Je3e E a i ee.lsaet, s, \ o
a P es o (FROM c. POWERUNE) mu .• & c �� ,7.164a7 s.F. \
v t0 y, t S, N 0.39 Ae. „e 3, e2.25. 8 * 2 1(302� 3oe.n' - �'\ ` __'>
394.04 S.F. K •3 i 1 N 84....• E
1=- / / EIS I463I 26•ti oes63 S.F. O 0.01 AC. `yo,. ♦♦\ ti\107� +`� 29 Al' N z t le e9Je']e•E tes.0o a4a.71'
Ce p ♦ •� [ 1 .,' BEAVER CREEK INVESt17R5 MC.
O N y 7J 4, 104 e o < 0 ®w, I $ %.62' 7se0' 3> % ' CP D.8.4695 P.t87 r
Z `-' so,, h 9R 14.506.te S.F. o • ♦ 17.t4356 S.F. 4" C I ry n = / TRACT 2
wtoJr®• ns `q. o.3J Ae \�\ a�, ` `♦�\ 1ng Ae. 4A 28 e� Ct�� W. y\�[ Z �A 39,878.22 S.F. / / 104 WETLANDS , M.B.75 P.85
/ / � r' O ' - -a7 0.92 Ae. V
U r / EI$ `�,` �i\ �JJ ♦ C\`\ a 16.0.38 Ae. , • -27 :4" ..� la N `' 3D® :5,4 1� i+ ,A �° / 1 • _-"
Z Z L25 THRU L32 as �(� J��\ ,�'' c, $ `� 22.06�92 SF, j -, U Co2 8 S"; 17 to -` . c6
/ / E9 �" 106� C ♦, •. ` `Jlej? .� �111 0St nc. �I J o a 18 Ti O \ Ti :..i6
J 16,52e.t6 S.F. /L. 1EIS �• �� A -' •
/ , J.3 A. •
ft- Ct6 '�` •` ` '` �� 7S'Ai �I ' te.4oJ,7 S, t6.2J6,e SF. 'f - -���\ �� S 64A FOFt FUIU �'� ' / ,
EIS t0b 3 S /P\® `4 CI. `` Rt I o Je Ac N o.s7 Ac.�. c41 ./�� acsrt+��0 c• i
,t ''f , I200�7 Ai '. T � '°!�/' 11131 �� °'v ,. I119 1123 i� c'p -r t,/, `,\..„...... e. . F.- _ triad,
//A�� , i rDa P �� I Qa �� S . c4 Ct, �a V 7J43�. M `ST, V,• 25M - _�1� �__J ` 6 •`• cb�
t 17 A 8
/ / ~� N 8 / :, p c i/✓o Ae ,\110 o7Jr' c� 1157 c s -, I'luG f 17.770.69 S.F. ti,, 2 �_ a . c3e CJ9 69 63' C61t0GE. ' N N u ! C 5 L]J - Ct0 O • WILL /^� 0.4t Ae. rQ 20.26J.t2 SF. a 7J4 1_34 /� e6 AGE ESMT ZON1E X
/ y,O^+ = EIS 4 9 ^ Q O C\ 283. Ae. �` C47 .5. E rM � 5 Q'10 pR1VE ^ ' R/" / :41
,,%�i2 [REMOVED fFROA Ga QQ ' o I2D2I� o .�, �I201 0 1 I1t2I' - 2'JO' h6 _ S ' Public R/M'/ a66 � % lENaPRopERT1' w CP
2 b,53,F S 64.40'SS'E +>'.er 1 n" `� `1 t 4 '04.113' L35 - '"• �n 'Tu 1 O10
��'� I-� �` a 6SO 63.00• c CIS C45 �♦ � '
/ / o I i , I`�y/I 116 - - --_-__-_ t1.2r 1120I 11221 _cct3,�__ - It26� 16 ti'
o 20 11 I , h f1181 ----- [124 46
ZSMBL ' `w ��
�� t * • ( 5 )�\ 7t ro 20.50t.48 S.F. ,e 1 D
C P b \-/ •
ro o \ A/ 2 0.4.7 Ac. 1 2 1 3 z : 74,567.04 S.F. •+
Y 22.932.11 S.F. eft W = 14 t 5 1.7t Ae.
J 11 •
u
O.SJ Ae. \` CS? C,'S` : A 11 o d U
.' ^ 2J,2s4.6S SF . a ' $, f h
if J EIS 1��` 1206 23;M _ 205{ c 0.53 Ac. 2J.36J.91 SF'. _, 16.759.21 SF. `"• 20.010.73 S.F. •AREAS TO REVERT 70 OWNERS OF
f• 6 I. Z . 2,e5,oe Sr
i 0.54 Ac. c' 044.17527
c ! 0.46 Ae. g ADJACENT LOTS AT TIME OF ROADWAY
O 2b.r�la 5F �+ C 50 A4'. f u W
CP
ti N• '1. =o , \ . J M ea : a w, jc P �t1 �(tt ��� (BUILT TO NCDOT SPECS.) EXTENSION.
EPK yne \ 0 }' " 0 0 in J toJ / vti CP ® (LOT 15) - 80.04 S.F. (0.00 Ae.)
32.337.67 S.F.
V\,---- ...-4-....... EIS t2J , i , 0.74 At. _ : z ,^ -- r I / ,. © (LOT 16) - 3,283.70 S.F. (0.08 AC.)
3 �/ y 30.753.96 S.F.
Ac.
•
CP
404 WETLANDS CP \ DRANNAr 10/CP 46 e3' 30 it Lts 1+ '�'� WETLANDS `OS>; CP © (LOT 17) 685.18 S.F. (0.02 AC.)
• / / h 70'est7, g]%� �N <� \` g EASEMENT \ �,� 453'• �'� �69 t U6 CP CP 84 C7se.6y. 6t�\� N (LOT 18) = 910.81 S.F. (0.02 AC.)
CP/ 4/ .so• cp 0� , \ '� ✓/ r. CPS FINAL PLAT
\s 1 _ /i s6.oe �� ems• 35;r v Y��,�` l s SHOWING
b CP N 7j J4. 67��I .,6 gt CP N 66'51 24" . •.,•+n CP .^ rP
3s I. 6 5 SS;45 r� TIDES END SUBDIVISION
_ \ ` CP d JAMES H. CBS JR. (Planned Residential Development)
_� $, \ -) DB:1191, PG:248 PREPARED FOR
s� MLSUN LAND FIVE TIMES MB:28, PG 72 BEAVER CREEK INVESTORS INC. (OWNER)
/ / '/ \ �Z��� 2_ \ STUMP SOUND TOWNSHIP, ON SLOW COUNTY, NC w- 1.
, [,..
�{, ���� TRACT DATA: LEGEND �'�'^' Le+E IS € OF ISAAC CREEK BRANCH
/ EPK .o`� \ TOTAL AREA - 1,142,585.08 S.F. (26.23 AC.) PREPARED BY
til'o ���^�•+, TOTAL NUMBER OF LOTS - 33 LOTS EIP = EXISTING IROI, PIPE JOHN L. PIERCE & ASSOCIATES P.A. '..,`�
�'' C .4, .9 2°� \ AVERAGE LOT SIZE -0.70 ACRES 30,458.22 SQ.FT.) EIS = EXISTING IRQN STAKE NORTH CAROLINA LICENSE NO. C-1884
LARGEST LOT - LOT 16 (1.71 AC ) SIS = SET IRON STAKE
al"/'a� �'�, SMALLEST LOT - LOT 2 (0.33 ACRES) CC = CONTROL COFNER 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
cows. \ AREA OF WETLANDS - 6.85 ACRES ECM = EXISTING CONCRETE MONUMENT PHONE: [phone] DATE: MAY 28, 2019
ock�_ " A �-"4 TAX MAP do PARCEL NUMBER - PORTION MAP 762, PARCEL I EPK = EXISTING PK JAIL SCALE: 1"= 100' F.B. 821, PG. 66
Nis �- . O \ \ PIN NUMBER - PORTION 425702871687 RAW = RIGHT Or WAY
Ski*.......-- �� EXISTING USE - AGRICULTURAL do WOODLANDS EOP - EDGE OF PA\EMENT JOB #2017-18564
PROPOSED USE - PLANNED RESIDENTIAL DEVELOPMENT pp = POWER POLE
\ ZONED - RA LP = LIGHT POLE OWNER/DEVELOPER: 100 0 50 100 200 400
\ "^� WATER - ONSLOW COUNTY WATER SEWER AUTHORITY = CENTERLINE
SEWER - INDIVIDUAL SEPTIC SYSTEM BEAVER CREEK INVESTORS, INC. MI in
\� FIRE DISTRICT do ISO RATING - DISTRICT TURKEY CREEK, IS0=6 S T. 10'.70' 9TE i SYSTEM
P.O. BOX 1685
MI 01111 NMI 111111111111111111
REFERENCES S.S.E do U E. -SEPTIC SYSTEM EASEMENT JACKSONVILLE, NC 28541
DB:4695, PG:187 \ k UTILITY EASEMENT 910-346-9800
M8:75 PG: 85, CABINET 0 (TRACT 1) '� RIVER BASIN = WHITE OAK C.E. = ROAD CONSTRUCrON EASEMENT SHEET 1 OF 2
. MB: 74, PG: 58, CABINET 0 ` . 100 = An0AESS LABEL \:
.
..---

ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION
TO THIS DATE. THE DEVELOPER C USE, BUT HAVE NOT
BEEN L IMMEDIATELY ED BY THE STATE AS OF I,PETITION THE NORTH CAROLINA DRAOHN L.WN UNDERRCE, CERTIFY THAT THIS PLAT WASMY SUPERVISION FROM AN ACTUAL SURVEY``���N 1CAR0//// NORTH CAROLINA, ONSLOW COUNTY ci11
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWI�� c• /, I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY t e
OF THE STREETS AND SATISFACTION OF' THE DEPARTMENT'S RESIDENCY HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE ` :�EESSIp�,��.�i� THAT JOHN L. PIERCE, A PROFESSIONAL LAND SURVEYOR, PERSONALLY z ,
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CLEARLY INDICATED; THAT THE RATIO OF PRECISION _:QP �'��Z' APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION z t c'�t
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE AS CALCULATED IS 1:10,000+; THAT THIS PLAT OF THE FOREGOING INSTRUMENT. �J a •
ACCEPTED INTO THE STATE ROAD SYSTEM. THE DEVELOPER HAS PROVIDED THE 3 SEAL _ MY HAND AN OFFICIAL STAMP OR SEAL, THIS_ DAY OF cr'' t- -.a
WAS PREPARED IN ACCORDANCE MATH G.S.47-30 AS
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. AMENDED. WITNESS MY ORIGINAL SIGN RE, L'2596 20 a
LICENSURE NUMBER AND SEAL THIS __-- •' CZ..:• - -^7-_.
I - :9y rp 11111111i, I " !
DAY OF "� 20/ _ :���••�SUR •' �i`��� �`\`` BET //i -- ---- III
�N
_c b 2 _ /44.C. . x... y ;'/�ti�V l •P1EPG�` ���0 TY/', TARP PUBLIC ��o \ sM �i
DATE OWNER/AU RI ZED AGENT - -- - /1�I111111111`` it o l
EIS JOHN L. PIERCE P.L. L-2596 ;�IY COMM113�ION E> f .S DECEMBER 28, 2023. y� �R cgHa c
-� s 80'47 - ` /H R
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED �_2.�`.97' N/F _ 0 . �� 0
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. `� -_ EIS EDWARD B. SANDERS & ,MFE BETTY SANDERS3. ��C+ < (� �F
D.B.375 P.549 0.8.533 P.509 O ,�.`
% G �. .Y,y
2 . LA.ir, C ��2 yt�' I
r81gjI a //i��; NC ����� - VICINITY MAP NOT TO SCALE -
APPROVED DISTRICT ENGINEER .i s ����Itllll�``
;.t JJ783�4T41'E 794.88•
I
t.
w
o
N/F i NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
S e34o -- JOHN L. PIERCE,PLS, L-2596, ON 5-28-19.
06i27 DAMS
n �•E 1ez6'' W /
/ __ oo Op THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED
275.
N o / �`..�� DOCUMENT.
W h /
4044 E1%AC �� �� _
UTILITY
IS ^ b r z s / �/f ��-� /� "�►
GPS DATA: ESMr. �,e e 8 /i/
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH / 1 4'• z w i I \ CP GA
ELEVATIONS ARE M OF BASED ON2NOF2TH 2010.00).
DATUM 1 t"-3o' j/� r� f> ' oaA11vAGE 3 \ \\ llhIJJIllllIIl IIlI IIf�IIIIIIII�ft lI IIII��III�IIIW1�IIIIIIIIII
/ m / 4, \ Doc ID: 014311880001 Type: CRP
OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolina EIS o '�, EASEMENT ' \ ,�a �,b \ Recorded: 05/29/2019 at 03:15:35 PM
GNSS Real Time Network RTN "ON JANUARY 16. 2018. / s : ,�°� / w� 0• \ Fee Amt: $42.00 Page 1 of 1
UNITS OF MEASUREMENT ARE US SURVEY FEET. 15 604z53•E 30e.za' j j.b" 24 e4,65J.55 S.F. R �• \ Onslow County NC
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( 6 ) \ 0.50 AG. S ,3 ADJACENT LOTS AT TIME OF ROADWAY
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Lt8 CP L17DES END SUBDISION
/ \ NsaJADDBESIH91 HOBB48 (Planned Residential Development)
NILSON LAND FIVE TIMES MB:28, PG:72PREPARED FOR
BEAVER CREEK INVESTORS INC. (OWNER)
/ / STUMP SOUND TOWSHIP, ONSLOW COUNTY. NC
DATA: = PROPERTY LINE IS OF ISAAC CREEK BRANCH
// 09, LEGEND PREPARED BY
EPK .air c TOTAL AREA - 1,142,585.08 S.F. (26.23 AC.)
ti�� ,-� •'-; TOTAL NUMBER OF LOTS - 33 LOTS EIPEXISTINGIRON PIPE JOHN L. PIERCE & ASSOCIATES P.A.
'/ ."ti,�ro s ' \ AVERAGE LOT SIZE -0.70 ACRES 30,458.22 SO.FT.) - EIS = EXISTING IRON STAKE NORTH CAROLINA LICENSE NO. C-188A
LARGEST LOT - LOT 16 (1.71 AC.) SIS = SET IROl STAKE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
AI'" R� .•�, SMALLEST LOT - LOT 2 (0.33 ACRES) CC = CONTROL CORNER
Y R\ \ AREA OF WETLANDS - 6.85 ACRES ECM = EXISTING CONCRETE MONUMENT PHONE: [phone] DATE: MAY 28, 2019
• si/�� -"'\ • \ TAX MAP & PARCEL NUMBER - PORTION MAP 762, PARCEL 1 EPK = EXISTING PK NAIL SCALE: 1"= 100' F.B. 821, PG. 66
PIN NUMBER - PORTION 425702871687 R/W = RIGHT 0' WAY JOB #2017-18564
ars \ \� EXISTING USE - AGRICULTURAL & WOODLANDS EOP = EDGE OF PAVEMENT
PROPOSED USE - PLANNED RESIDENTIAL DEVELOPMENT PP = POWER SOLE •
ZONED - RA LP = UGHT P)LE OW IER/DEVELOPER: 100 0 50 100 200 400
4� _ _
WATER - ONSLOW COUNTY WATER SEWER AUTHORITY ( = CENTERLINE , BEAVER CREEK INVESTORS, INC.
SEWER - INDIVIDUAL SEPTIC SYSTEM S.T. = 10'x70' SITE TRIANGLE P.O. BOX 1685 I= Nil -��
REFERENCES: FIRE DISTRICT & ISO RATING - DISTRICT TURKEY CREEK, IS0=6 S.S.E & U.E. =SEPTIC SYSTEM EASEMENT JACKSONVILLE, NC 28541
DB:4695, PG:187 \ & UTIUTY EASEMENT 910-346-9800 •
MB:75 PG: 85, CABINET 0 (TRACT 1) "^► RIVER BASIN = WHITE OAK C.E. = ROAD CONSTRUCTION EASEMENT -
MB:74, PG: 58, CABINET 0 SHEET 1 OF 2
11001 = ADDRESS LABEL

I, JOHN L. PIERCE, PROFESSIONAL LAND SURVEYOR NO. 2596, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED:
/� CERTIFICATION OF SOIL SCIENTIST CERTIFICATE AS TO UTILITIES AND DEDICATION
L�f A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION I, R. HAYWOOD PITTMAN , CERTIFY THAT I AM A LICENSED SOIL SCIENTIST IN
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT THE I HEREBY CERTIFY THAT THE PLANS AND SPECIFICATIONS FOR THE
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; STATE OF NORTH CAROLINA AND HAVE EVALUATED THIS SUBDIVISION AND FOUND WATER AND/OR SEWER IMPROVEMENTS FOR HERON WATCH AT TIDES END
THAT THE SOILS WITHIN THIS SUBDIVISION PROPERTY ARE SUITABLE TO ACCOMMO- SUBDIVISION HAVE BEEN REVIEWED AND APPROVED BY ONSLOW WATER AND
❑ B. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY DATE THE SUBSURFACE WASTEWATER DISPOSAL SYSTEM NEEDS OF EACH OF THE SEWER AUTHORITY, THAT SUCH WATER AND/OR SEWER IMPROVEMENTS HAVE
LOTS DEPICTED HEREON. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE ONSLOW BEEN CONSTRUCTED, AND THAT ONSLOW WATER AND SEWER AUTHORITY
OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE COUNTY HEALTH DEPARTMENT MUST ISSUE IMPROVEMENT PERMITS AND CONSTRUC- HEREBY ACCEPTS THE DEDICATION OF THE WATER AND/OR SEWER
THAT REGULATES PARCELS OF LAND. TION AUTHORIZATIONS, AS APPLICABLE, FOR THE LOTS SHOWN ON THIS PLAT. IMPROVEMENTS ALONG WJTH ASSOCIATED EASEMENTS.
THIS __ __DAY OF /'�'4 , 201..F_
C. ANY ONE OF THE FOLLOWING: i -
r
J LT ONSLOW WATER AND SE R AUTHORITY
1 - THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF SIGNATURE DATE
LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT 11 ��q,
CREATE A NEW STREET OR CHANGE AN EXISTING STREET. P/
2 - THAT THE SURVEY IS OF AN EXISTING FEATURE, SUCH AS A /
BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH / CURVE ARC LENGTH RADIUS,DELTA ANGc.E CHORD pEARING,CHORQ LENGTH
AS A WATERCOURSE. v Cl 218.87 345.00 36'2053.61' S 56'4431 E 215.21
C2 331.66' 540.00' 35'11'24.14" S 56'09'47" E 326.47'
C3 36.05' 20.00' 103'15'55.51" N 54'36'34" E 31.36'
3 - THAT THE SURVEY IS A CONTROL SURVEY. LINE BEARING DISTANCE C4 16.29' 280.00' 3'19'57.95" N 01'18'37" E 16.28'
L1 S 01'49'45"-E 56.06' C5 238.04' 55.00' 247'58'32.50" S 56'22'06" E 91.21'
4 - THAT THE SURVEY IS OF A PROPOSED EASEMENT FOR PUBLIC L2 S 15.41'32" E 29.23' C6 29.66' 25.00' 67'58'32.47" S 33'37'54" W 27.95'
CERTIFICATE OF IMPROVEMENTS INSTALLATION/GUARANTEE L3 S 11'28'35" W 53.34' C7 29.78' 340.00' 5'01'04.36" S 02'09'10" W 29.77'
UTILITY AS DEFINED IN G.S. 62-3. L4 S 10'40'31" E 55.89' C8 30.49' 20.00' 87'21'28.04" S 39'01'02" E 27.62'
L5 S 33'56'10" E 80.67' C9 57.46' 280.00' 11'45'30.09" S 88'34'31" E 57.36'
I HEREBY CERTIFY THAT ALL IMPROVEMENTS HAVE EITHER BEEN INSTALLED L6 S 42'17'36" E 84.25' C10 38.56' 278.76' 7'55'35.40" N 81'34'57" E 38.53'
OR GUARANTEE L7 S 18.26'44" E 50.88' C11 23.05' 25.00' 52'48'57.84" N 51'12'40" E 22.24'
❑ D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, L8 S 51'26'53" E 39.85' C12 261.72' 55.00' 272'38'48.08" S 18'52'25" E 75.96'
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A BY AN APPROVED SECURITY FOR THE TIDES ENO SUBDIVISION L9 S 47'59'08" E 48.50` C13 18.24' 25.00' 41'47'56.34'. N 83'26'59" W 17.84'
COURT-ORDERED SURVEY OR OTHER EXCEPTION TO THE AND THAT THE FILING FEE FOR THIS PLAT HAS BEEN PAID. L10 5 55'00'22" W 40.96' C14 58.62' 338.76' 9'54'52.68" S 80'36'29" W 58.55'
L11 N 71'58'48" W 26.24' C15 69.78' 340.00' 11'45'30.09" N 88'34'31" W 69.65'
DEFINITION OF SUBDIVISION; / ' a Lit S 77'59'52" W 26.13' C16 53.04' 340.00' 8'56'17.14" N 78'13'37" W 52.99'
- --1 g__-_ _-_ 1//4L 11vt.5 L13 S 29'59'25" W 42.01' C17 176.40' 600.00' 16'50'41.33" N 65'20'08" W 175.76'
L14 N 65'58'03" W 69.23' C18 29.80' 20.00' 85'22'27.66" S 80'23'59" W 27.12'
❑ E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH DATE OWNER/AUTHORIZED AGENT L15 N 88'45'55" W 86.10' C19 47.13' 200.00' 13'30'04.28" S 30'57'43" W 47.02'
29.35'
THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BESTN010111111 / L167 S 85'49' 9"9" W 65.1779.54' C2o 237.67'31.3 25.00' 247'371'53 '36.9 S 76'06'32"18' E 91.41'
�/ L17 S 81'34'39" W 65.17` C21 55.00' 247'35'36.96"S W 91.41'
MY PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED `e GARO(�4i��. L18 S 85'09'43" W 90.75' C22 80.80' 260.00' 17'48'24.71" N 28'48'33" E 80.48'
L19 N 56'16'49" W 64.90' C23 29.80' 20.00' 85'22'27.66" N 04'58'29" W 27.12'
(A) THROUGH (D) ABOVE. `��,r,`Z' SS1ON ...� �� L20 N 59'07'26" W 48.51' C24 95.23' 600.00' 9'05'38.12" N 43'06'54" W 95.13'
Q•.. - L21 S 59'48'09" W 54.80' C25 180.80' 285.00' 36'20'53.61" N 56'44'31" W 177.79'
Q .c>, ' ,,k� L22 N 18'09'56" E 10.00' C26 15.99' 345.00' 2'39'18.19" N 73'35'19" W 15.99'
Z ia. SC!' •: - L23 N 18'09'56" E 72.47' C27 105.35' 345.00' 17'29'45.36" N 63'30'47" W 10494'
¢; L24 N 11'27'57" E 23.95' C28 97.53' 345.00' 16'11'50.06" N 46'40'00" W 97.21'
�+--•; >�i+- O: L25 N Ot'S6'21 E , 16.15 C29 105.09' 540.00' 11'09'01.84" S 44'08'36" E 104.93'
JOHN L. PIERCE, ESSIONAL LAND SURVEYOR NO. 2596 -�" 4"' 10: L26 N 00'14'20" E 7.9s C30 105.09' 540.00' 11'09'01.84" S 55'17'37" E 104.93'
, •..oj,,..•?".°,SO::•\�.,'CZ' L28 N 19'53 52" W 8.97,17 C31 105.09' 540.00' 1'44'181.84" S 66'26' 9" E 104.93'
C32 16.39' 540.00' t�aa't8.6t" S 72'53'19" E 16.38'
'� `f0 Q ‘N CERTIFICATE OF APPROVAL FOR RECORDING L29 N 29'41'05" W 16.10 C33 16.79' 55.00' 1729'39.90" S 08'23'28" W 16.73'
'////HN11 1���`` L31 N 58'59'45" W 18.Q C35 47.73' 55.00' 49'43'515.22" S 86'31'54" W 46.25'
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON L32 N 68'04'56" W 16.2o C36 40.61' 55.00' 42'18'33.64" N 47'27'12" W 39.70'
' HAS BEEN FOUND TO COMPLY WITH SUBDIVISION REGULATIONS OF L33 S 82'41'46" E 44.01' C37 90.15' 55.00' 93'55'05.00" N 20'39'38" E 80.40'
THE COUNTY OF ONSLOW, NORTH CAROLINA, AND THAT THIS PLAT L34 N 85'32'44" E 81.35 C38 37.17' 280.00' 7'36'21.49" S 86'29'57" E 37.14'
L35 S 85'32'44" W 81.24' C39 20.29' 280.00' 4'09'08.60" N 87'37'18" E 20.29'
OWNER'S CERTIFICATION AS TO WATER
HAS BEEN APPROVED BY THE ONSLOW COUNTY PLANNING L36 S 37'42'45" W 24.64` C40 45.88' 55.00' 47'47'30.75" S 48'41'57" W 44.56'
I CERTIFY (I) THAT I AM THE OWNER OF THE LANDS SHOWN ON THIS MAP AND OF ALL OF THE DEPARTMENT L37 N 19'54'20" E 60.82' C41 48.32' 55.00' 50'20'03.98" N 82'14'16" W 46.78'
WATER INFRASTRUCTURE LOCATED ON SUCH LANDS, II THAT ALL REQUIRED WATER IMPROVEMENTS FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF L38 N 37'42'45" E 24.64' C42 63.50' 55.00' 66'09'19.13" N 23'59'35" W 60.04'
( ) L39 S 70'05'40" E 39.55' C43 97.24' 55.00' 101'18'10.45" N 59'44'10" E 85.06'
HAVE BEEN CONSTRUCTED WITHIN THE STREETS AND/OR UTILITY EASEMENTS SHOWN ON MAP IN ONSLOW COUNTY. L40 N 54'05'28" W 20.00' C44 6.78' 55.00' 7'03'43.76" S 66'04'53" E 6.77'
ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY ONSLOW WATER AND SEWER L41 N 35'54'32" E 19.30' C45 55.10' 338.76' 9'19'11.75' N 80'18'39" E 55.04'
L42 N 17'S7 00" W 11.25" C46 3.52' 338.76' O'35'40.93" N 85'16'o5" E 3.52'
AUTHORITY ("ONWASA"). (III) THAT ALL SUCH WATER IMPROVEMENTS ARE HEREBY DEDICATED AND n ,q L43 N 65'4z'23" E 33.88' c47 z.6o' 600.00' O'1a's2.a3" 5 73'38'03" E z.60'
CONVEYED TO ONWASA, FREE OF LIENS AND ENCUMBRANCES, (IV) THAT ONWASA IS HEREBY 5 L I I Lao N 65'42'23" E 33.88' C49 96.75'5' 600.00' 7'21'28.85" S 69'49'52" E 77.00'
L45 S 17'24'18" E 24.78' C49 600.00' 9'14'20.05" S 61'31'57" E 96.64'
GRANTED A PERPETUAL EASEMENT OVER ALL STREETS AND UTILITY EASEMENTS SHO ON THISC50 88.1o' 55.00' 91'46'50.48" N 01.47'51" W 78.98'
MAP. AND (V) THAT THE UNDERSIGNED WARRANTS TO ONWASA FOR A PERIOD OF 1 MONTHS FROM DATE SUBDIVISION A INISTRATOR C51 42.20' 55.00' 43'57'58.96" N 66'04'33" E 41.18'
29
THE DATE OF THIS CERTIFICATION THAT SUCH IMPROVEMENTS ARE FREE FROM DEFE TS 'N C52 57.88' 55.00' 36'1755.84" s 1 ' ' " E 55.25'
C53 35 48' 55.00' 'S7'36.41" S 3'09'43
" E 34 8''
MATEFc .»,_ AS.;, 1h"JnKMAtvS- = C54 14.00' 55.00' 14'35'15.27" S 12'36'43" w 13.97'
C55 63.88' 600.00'6'06'00.08" S 44'36'43" E 63.85'
C56 31.35' 600.00' 2'59'38.04" S 40'03'54" E 31.35'
THIS ?'$ DAY OF "'7HIl.� 20-1�_-. C57 77.22' 285.00' 15'31'23.80" N 46'19'47" W 76.98'
OWNER: ��t/to -' " I. '" 4."`$'/L C58 8320.57' 285.00' 16'48'03.17 N 656'30'5 " W 20.01'
(�- NOTES: C59 83.57' 285.00' 16'48'03.17" N 66'30'S7" W 83.27'
C60 99.09' 340.00' 16'41'54.55" N 76'08'20" E 98.74'
BY:___ C61 79.74' 280.00' 16'18'58.89" N 76'19'48" E 79.47'1. SETBACKS: FRONT-25'; CORNER SIDE STREET-20'; SIDE-8'; REAR-15' C62 57.96' 278.76' 11'54'46.44" N 71'39'46" E 57.86'
OR AS SHOWN HEREON. C63 12.36' 340.00' 2'04'59.87" N 66'44'53" E 12.36'
TITLE:___s!_L __ --6- C64 12.05' 280.00' 2'27'55.53" S 66'56'20" W 12.05'
C65 37.51' 338.76' 6'20'37.56" N 68'52'41" E 37.49'
2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE C66 21.29' 338.76' 3'36'02.78" N 73'51'02" E 21.29'
NOTED.
3. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
CERTIFICATE OF OWNERSHIP AND DEDICATION
4. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 25' MINIMUM
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN BUILDING SETBACK.
AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION
JURISDICTION OF THE COUNTY OF ONSLOW AND THAT I HEREBY ADOPT 5. PORTION OF LAND IS LOCATED IN A 100 YR. FLOOD ZONE PER EFFECTIVE
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT; ESTABLISH FIRM 3720425700J DATED 11/03/05. THERE IS PRELIMINARY FIRM
MINIMUM (3720425700K DATED 6-30-2016) THAT HAS NOT BEEN ADOPTED.
BUILDING SETBACK LINES; AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, WATERLINES, AND OTHER SITES, IMPROVEMENTS AND EASEMENTS 6. NO LOT SHALL HAVE DIRECT ACCESS TO TAR LANDING ROAD.
TO PUBLIC OR PRIVATE USE AS NOTED.
7. A PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS AS
6bilfj b q v) -el SHOWN HEREON. THEIR DELINEATION IS CONSISTENT WITH POLICIES AND
DATE OWNER REGULATIONS OF THE U.S. ARMY CORPS OF ENGINEERS. LOT OWNERS OF
AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY CORPS OF
ENGINEERS REGARDING DEVELOPMENT WITHIN THE 404 WETLANDS.
REGISTER OF DEEDS
DATE OWNER 8. NOT WITHIN 1/2 MILE OF VAD.
9. NOT WITHIN THE FPOD. FINAL PLAT
SHOWING
ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION TIDES END SUBDIVISION
TO PUBLIC USE, BUT HAVE NOT BEEN ACCEPTED BY THE STATE AS OF
THIS DATE. THE DEVELOPER SHALL IMMEDIATELY PETITION THE NORTH CAROLINA (Planned Residential Development)
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION STATE OF NORTH CAROLINA PREPARED FOR
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY COUNTY OF ONSLOW BEAVER CREEK INVESTORS INC. (OWNER)
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF tQ,�,,Q��,,
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE I, hando� ��t`-t r��U�`� , REVIEW OFFICER OF ONSLOW COUNTY,
ACCEPTED INTO THE STATE ROAD SYSTEM. THE DEVELOPER HAS PROVIDED THE CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. PREPARED BY
4 JOHN L. PIERCE & ASSOCIATES, P.A.
qkno-t0-441A-lliina-,--) 5 -a9-1 ! __ NORTH CAROLINA LICENSE NO. C-1888
s1 ViI)/ -� ,,,144.1044....,
REVIEW OFFICER DATE
DATE OWNER/AUTHORIZED AGENT 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 28, 2019
SCALE: 1"= 100' F.B. 821, PG. 66
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. JOB #2017-18564
..7 100 0 50 100 200 400
...Z11.441__C2.4"4 5/2. /LI NE mi 1111111•111
NM NM NM MIM1111111.11111111.1111111.11 MIIIIIIIIIIMIIIIIIIMINIIMIIMM=
APPROVED DISTRICT ENGINEER
SHEET 2 OF 2
____________ ._.____. r - __ _._____:_

--- PROJECT Tides End Subdivision CRYSTAL COAST ENGINEERING, PA
tc = 5 mills 205-3 WARD ROAD. SWANSBORO, N.C. 28584 125 = 8.5 PHONE: [phone] - FAX: [phone] EIS CPS DATA: -
ALL COORDINATES ANO BEARINGS ARE BASED ON THE NORTH
- E ,
AMERICAN DATUM OF 1983(2011xepoch 2010.00).
C = 0.38 FIRM LICENSE�: C-2553 ELEVATIONS ARE BASED ON NORTH AMERICAN 11CAI DATUM
'`� \ OF 198e (NAVD86). ESTABLISHED USING NC 'North Carolina
o GLASS Red Tens Network (RTN)'0N JANU�R'C le, �11R
INCR. INCR. TOTAL TOTAL OUTLET ti N N 23. 9t r / UNITS OF MEASUREMENT ARE US SURVEY FEET.PIPE AREA 025 AREA 010 DIAMETER LENGTH GRADE HWtD VELOCITY ZONE LENGTH WIDTH TYPE • iL. l `r J 1,,
A 0.24 0.78 0.24 0.78 18" 74' 0.509'0 <0.50 5.0 II 8' 4' CL 8 ' \� / / �S 80',d4rjr4 ( •( et
gwoN �'
8 0 51 1 65 0.51 1.65 18" 42 0 50"' 0 60 5,0 II 8• 4' Ct. B e 7 i.►_•
C 0.26 0.84 0.26 0.84 18" 4Z 0.50% <0.50 5.0 II 8' 4' CL 8 \� r
D 0..29 0.94 0.29 0.94 18" 45 0.50°� <0.50 5.0 II 8' 4' CL B N ' 1\ \ ` _, ' - ' �R G c
/ / 1 _ / CO
CV
w a `• \ 1�.1` J :------1------ ..--.
-" / `__ '� �<.y� /// � \ �- �.' ,,_��v��-� +,2.1e - VICINITY MAP NOT TO SCALE -
Flow computed with Regression Equation ` ''-�®� /�j' / .,aac I \\; -\ +10.5ot\ 404 W�Tt N S jZ
/1 ;
Special Notes: ` 0 �� 1.� / ra
1, Unless otherwise noted, storm drain pipe shall be CI IV, Wall B (ASTM C76) and meet AASHTO M170 with WATERTIGHT Tongue& Groove Joints. ,n - - ��- , / ,
and meeting NCDOT Requirements. r\ \\ ........--":„..........1-____...!„,.
'/ , "\\
/ \ '',`- _ \ �• ( oO 1 �� r s' ��/ rSi.
/ i
2. 5torm Drain Installation shall be in accord with NCDOT requirements. !� p5 f, ` {e , _-_ \ ' / z
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'. +27.1: • ,�Q /• '; , '\�.\ `� O - ` a'So ` \'�r� \- II�E �� O �• ,� ' ',, , �,.� . ,' ' , - " CP j �... ^ -
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LEGEND; - 4• 4 ' / I • `/ \ +24.99) a - ��. , - ' ,
EIS = EXISTING IRON STAKE \ Q. ' / \ •i D - . 8 -� . _. • _ . - •- .. , ;a t ( +'�' -" n \�j ..
EIP EXISTING IRON PIPE - . -
ECM EXISTING CONCRETE MOH. Z• h i ` o• . ' _f 1 \ `__
1 a�RVE I t.'EPK = EXISTING P.K. NAIL Q) I v 1 V Y `� I , \1 9 n `R�97 _ o C I 8+76.53� \\ iJ -' \ � i 1 �r ` ) `\` \ \, `1 320.OQ" zx _ 0 00 CURVE , 2__ , 16 , 1 - • _ . .' / CP
SIS = SET IRON STAKE S m S I ---__ s _ _
SCM = SET CONCRETE MONUMENT a '- I I / c 49.er --__ _ A 8362' -------- - - -- _
SPK SET P.K. NAIL r� ` r -� T 2501' _ _
-�R JI 00' o U r , 9.
RCP = REINFORCED CONCRETE PIPE 1 �/ / 10 N •
` S. `` I { { I �^
3 .�2' co 2 2Its { • `_ '
Q = WATER METER T n \ ‘ t
S. \ R40.00 ~ /J '• rl ; �0 ` 1 ) --- �.
CPP CORRUGATED PLASTIC PIPE _U / �� / ®� 0 \
.,. WV = WATER VALVE _ • \ S. \ ti. / ,\ amo \ \ €10 1�/ ® ~ /,'r/I \ ' 1 ---'/," /` . / S.
PP = POWER POLE \\ S \ +` /
St_ = SECURITY LIGHT \ ' N. . _ _ `-, - _ '
C/L = CENTERLINE ) /
R/W = RIGHT-OF-WAY zske� \ - '• • - / ; .
N/F = NOW OR FORMERLY / _ _ Li 1 - r _ - I , `{ 1',,, -
FH = FIRE HYDRANT n 6 Sy\ -- _
z ' I I - ' \ t' I P
1 , ._ .. _ - `� - ) ,�, `;� ',t�q MCP
INV = INVERT / zS- / \ • A
1 - �� -- - �= �- y'CP,.• =�`_ 1
GW = GUY WIRE • \ i \ ,, J \ �. --� \ 1 / -- _ •\�
n n n n n n = SILT FENCE \ / • 'l • / ; .- 2t _ / -' - �- % ✓ , C'
-E- = POWER LINE •s / J - 0 \ `�.Ok�" _-__ � -�' •. ' ' - -- - - %� / �j�I ,
CP = COMPUTED POINT �- ?�- _ . / - ;� y'° .�.! -- \ .•. 1 r t
ST = 10' X 70 SITE TRIANGLE _ .� ^ .. ` , ,P '__ ` ..r. -
E.O.P. - EDGE OF PAVEMENT -_,`s "� _ c \ �0 - - Gt V, \ _ z2 ._ l/� ?` ` 1 `�;"' � 4_t+MEfL DSO ^�
D.E. = DRAINAGE EASEMENT \ ` __ � �- `� / I �' psi-4, \ ,.1 - ..._ . - - . ` . i
I
S.S.E. = SANITARY SEWER EASEMENT C 404�VETLti S -- CP \ �,e 9ff ,� ` "-- \� � �i�/ _ _\ i f/, .' , // - . �''� ,
D.U.dcA = DRAINAGE. UTILITY h ACCESS ....... \ +,�y- \ \ `J U9� - P e r t t n S e
U.E = UIIUTY EASEMENT \ :`� r C \ ., _ _' r 9 ". -i.1�-
_ S. _ �, i I y it L Cr::C i 1\ �,
S.T. - 10'X70' SITE TRIANGLE _ �� --- - -_ y NOT RELEASED FOR CONSTRUCTION
__e= POINT OF OVERLAND (SHEET FLOW) - _- _ _ (-r:,` \ Nk-- - `_ -l `\ \ / ',.'y 20 '.' ' ' i I f -
• i
CP \ �\` - _ , \ e / � t9 I ��\v N C'''''>/ 'Y / SKETCH/PRELIMINARY►l 26 .� - % _ P WA R PLAN
.� ■ ■ .� ■ ■ �. = LIMITS OF DISTURBANCE �` `� "-' �t)4 WE'.ANDS _. _
J =. - - _ �1 4 CP/ 2pQQ0Ess/6;��% RAINAGE STORM TE
- 8 GENERAL GRADING/D
- - - - = PROPOSED SWALE _
CLUSTER BOX UNIT FOR CP ... "�" ,�� CP _� �- Lf23 L22 C , ``' r SEA_
CBU - -. '+\ - C . I = � .� PLANNED RE510ENTIAL DEVELOPMENT
CENTRALIZED MAIL • t, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
- 2A ' '9 - - t SHOWING
S �- ,...../... ' ( ' 11 I 1' 0..• DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
�'`''` �'/ / , 1 ' • ' '� v•'.0 grJ[a�`{•" ti 4 MADE UNDER MY SUPt_Fiv15l0N (DEED REFERENCES SHOWN TIDES END SUBDIVISION
RRSP= RIP-RAP SCOUR PAD i r , ,- �i ,, »..• G
• �� ,' , / ,' 'r /���tiN L. PtE���`� HEREON); THAT THE BOUNOARiES NOT SURVEYED ARE PREPARED FOR
DAM r�Iltt,. CLEARLY INDICATED; THAT THE RATiO OF PRECISION
ROCK CHECK AS CALCULATED iS 1:10,000+; WITNESS MY BEAVER CREEK INVESTORS INC. (OWNER)
OCORIGIN SIGNATURE, LI SURE NUMBER AN SEAL
t THIS ORIGINAL
DAY OF , 201� . STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
„w- = SEDIMENT TRAP/BASIN BAFFLE Legend •_ Crystal Coast Engineering, P.A.
9 N PIERCES& EASSOCIATES P.A.
D BY
-ThPROPOSED CONTOUR W/ELEVATION •
Chill and Environmental Consulting Engineers JOHN L
`a- EXISTING PROPOSED
E " John R. Freshwater PE JOHN L. PIERS: L-2595 NORTH CAROLINA LICENSE NO. ATE
David K. Newsom,rPE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
.(t
WATER MAIN (size as noted) - EX y� W,M._ _,,-.?';w•M,_ .. - a 205-3 WARD ROAD. SWANSBORO, N.0 28584 PHONE: [phone] DATE: OCTOBER 2, 2018
% `; �� PHONE: [phone] FAX: [phone] SCALE. 1 60'
WATER VALVE H BUSINESS LICENSE #: C-2553 F.B. 821, PG. 66
FiRE HYDRANT �`
� � JOB #2017-18564
BLOW-OFF ASSY. N-o ►H REVISED'
WATER SERVICE --• PER NCDOT /119%8/,8 OWNER/DEVELOPER' GRAPHIC SCALE
ST. DRAIN (size as noted) t : -- PER TRC: 11 26 18 BEAVER CREEK INVESTORS, INC. 6o a 30 ea 120 240
'' / / P.O. BOX 1685
STORM DRAIN INLET 0 JUL- PER ONWASA 11/28/18 JACKSONV1LLE, NC 28541
Sewer Force Main None Proposed JUL 2 Q 241U REV LAYOUT 1/28/19 910-346-9800
Sewer Force Mein Manholes SO None Proposed BY: RELOCATED SWALE 1/30/19 ( iN FEE )
i inch s 8T ft. SHEET 3 OF 10
•
- - - -

, i
EXISTING ROAD } 2 ONLY S PE NOTFS
EROSION AND SEDIMENTATION TOP RIM OF DITCH I MINIMUM ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE. CONTRACTOR SHALL FURNISH NGn)aT
al
...- - - - t OMNER YMTH APPROVED MX DE9aNS FTtOM ASPHALT SUPPLIER. CaRITRACTOR'S SUPPLIER
C��NTROL NOTES L�J SHALL EMPLOY A CERVITIE ASPHALT RED B TECDOT Q U PERFORM WROGR caNTROI
OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDOT QUALITY CONTROL PROGRAM.
TT:
=_ s.
�" TM[ 1�HTRACTDR SMALL PRQNOE A aERTTf7ED QMS RaADNAY TECNMCIAN AT ALL mil
1. Sediment control devices and structures shall be Installed, (--- 1 STEEP CUT OR ALL SLOPE _�_ =fir DURING PLACEMENT of ASPHALT. TECFirldAN SHALL PERFORM ALL TESnNc AND -
!I=TfT=i rr-*-T- ooCUME79rAnaN AS REQUIRED eY NCDOYS p/AIJTY CONTRaI t�RaORAM
maintained and amended as needed to provide effective _ /
control of accelerated sedimentation until the contributing J
watersheds ore stabilized. III 2 . 1 SLOPE C/L
R/W R/W II 11- (MAXIMUM)
2. Construction Sequence:
A. Notify Engineer, Owner anal Land Quality Section prior III I---'. 6I
to beginning construction. \ I i1_7-
r • RIGHT OF WAY
B. Install stabilized construction entrance. \ u I ! NOTE: ti
C. Silt fence, temporary diversion ditches, and sediment traps shall be installed where shown \` 50' MIN. CROSS SECTION A-A STABILIZE ALL DIVERSION DITCHES WITH E., I ,
and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on wr„l5 MIN. LENGTH v 20� 6 6
the details sheet for every erosion control measures. Viler THICK I I TEMPORARY SEEDING AND LINE WITH "EXCELSIOR •�Ti 8'SMOULDERI. pAV20' SHOULDER DITCH
D. Excavate temporary sediment traps and divert all surface \GEOTEXT1LE I CURLEX I" EROSION CONTROL BLANKET OR
drainage from disturbed area to sediment traps. FABRIC !EQUIVALENT. 20'
E. Install Proposed swales (using Erosion Control Blanket as shown on detail) and install Rock
Check Damns. SECTION wall f.
F. Install Stormwater Structures and Inlets Protection. I, �I ® oil1• �'� ' a 1 4:f r ,
G. Complete rough grading activities. Maintain erosion control devices as necessary. 12' M---IN. POST T VE GRADE
H. Complete fine grading activities. Install surface treatments (asph, (SEE NOTE) UPSLOPE TOE
concrete, or A.B.C.) as indicated.. PLAN VIEW
I. Stabilize (seed and mulch) those areas not to be paved and/or built 1.5" SF9.5A
upon. Provide Temporary Seeding if not In recommended seeding Construction Specifications
dates for Permanent Seeding. I 6• I
J. Maintain erosion control measures as needed to assure , "'•+ 6 !•
full functionality. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
K. Upon stoblizing site with permanent groundcover, remove need- designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use SIDE SLOPES P I TCH Ty p i ca I C u I -d e-Sac D eta i
crushed atone. TOP RIM 0 U Z' MIN, •!6" ::C*,:/
and re-construct swore, per ,wale detail If necessary. 2. Length - As effective, but not less than 50 feet. 2 1 (MAXIMUM)
L. Seed, fertilize, and mulch all disturbed areas within these timeframea: 3. Thickness - Not less than six (6) Inches. NO SCALE Street Cross Sections
**NOTE: PHASING OF PROJECT TO COMPLY WITH THE DESIGN STANDARDS IN SENSITIVE WATERSHEDS" 4. Width - Not less than full width of all points of NO SCALE
ingress Or egress. Minimum of 12'.
SITE AREA DISCRIPTiON STABILJZATiON TiMEFRAME EXCEPTIONS 5• Washing - When necessary, wheels shalt be cleaned to ,,,,E�TENINNA:(mwoul .�sk-wi .ell 'ow .•• �'"w -1wwwnwoilwelei"-`
Perimeter dikes, swales,
remove sediment prior to entrance onto public right-of- It
ditches and slopes 7 days None way. When washing Is required, it shall be done on an STEEP CUT OR FILL SLOPE ------_` °��. ' . N., 'ilk. �. `'te "�. IN, � °� IA, �'�• . Ili.., �
area stabilized with crushed stone which drains into an % `R ' '''k "R '9l ,, 'V, N `R `•R `0.\ `1N.
'High Quality Water Zones 7 days None approved sediment trap or sediment basin. All sediment IIA Width
shall be prevented from entering any storm drain, ditch, `►s Tt4., .' N., %. . - 1".. ~` ''kt, - '1/4- `1/4
'Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are or watercourse through use of sandbags, gravel, boards oR �kc-- N. N. 'R ‘. C R Its Min. e• Mln. Overfill 6"
not steeper than 2:1 14 days are allowed or other approved methods. t• /b• For settlement
.( a'B'
6. Maintenance - The entrance shall be maintained In a Stone
'Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length condition which will prevent tracking or flowing of \ •
sediment onto public rights-of-way. This may require EDPLAN �1E1/�I \\ 1,0 4' Mln. \ • ti�� �
'All other areas with periodic top dressing with additional stone os conditions i �'
slopes flatter than 4:1 14 days None except for perimeters and HOW Zones demand and repair and/or cleanout of any measures used to N2:1 Sidi /�/i
sediment. Allsediment, spilled, dropped. washed or a p Max
trap opp
x .-. , Y:,''ram.^2, :.~' Slope ZP SCRIM Aoaaewi Mow+wow
L. Upon establishment of permanent groundcover, remove accumulated tracked onto public rights-of-way must be removed t t� FNter
sediment from storm o;,) Fabric Compact F111 Natural Ground 'l�''
water storage basin and restore to design conditions. immediately.
3. Seeding Specifications STANDARD TEMPORARY DIVERSION DITCH "' '�- Material.
Install necessary mechanical erosion and sedimentation control practices ,'\�i,i/7- \�'' '�' 1//���\//;'/
-'- -104-
before seeding, and complete grading according to the approved plan. Temporary Construction Entrance
PROPER INSTALLATION METHOD WAY SECTION 0,6ii::11
Lime and i needs shown a bring testing.
by soil test. Contact
NCDA for additional information regarding testing. When soil test are EMERGENCY SPILL `
available follow rates suggested on Individual specification sheet for NO SCALE 1. Remove and properly dispose of all trees, brush, stumps and other 6" Min. 1�
a•e" �/ r 1acr Y:
99 objectionable material length g Mk,, 1.0' Mln.
seeding mix chosen. Apply lime and fertilizer anal work into 4-6 inches of 2. Ensure that the minimum constructed cross section meets all 1/3 Length St a WO �� T
soil by disking or other suitable means. Operate machinery on the contour. 1 __
When using hydroseeder, apply lime and fertilizer to a rough, loose surface. design requirements I Sllt Fence I RIMY
Complete seedbed preparation by breaking up large clods and raking into VEGETATIVE STABILIZATION 3. Ensure that the top of the dike is not lower at any point that the Baffles - ��^�
design elevation plus the specified settlement Mflni`M�IOC��- \Fitter �' ,I euus Iaan �� Jr�
a smooth uniform surface. Broadcast seed into freshly loosened seedbed PER SEEDING SPECIFICATIONS '�
that has not been sealed by rainfall. Seed mixture shall be distributed 4. Provide sufficient room around diversions to permit machine r t 1Nk Fabric 5 Max.
dV
uniformly and covered with a clean straw mulch. All mulch shall be crimped / 3 regrading and cleanout o1;n 4' Outlet Plpe m°J1wuLEY aO.c°OMa�"0M `` aIIn.IRILava+ww.�o..
or asphalt tacked to help hold in place. Material and application rates i I I I i i I 8' MIN I 1� I S. Vegetate the ridge immediately after construction, unless it w11 >.. ,�
ore as follows: remain in place less than 30 working days. ,1,5' -Min /f/,�- �-\='\"/•''
2' TYP �./,; . ,-\/ \. •:- �f /'//�:..\; ,c�,` Il1E4...d;110
INSPECTION AND MAINTENANCE 1
_
TEMPORARY SEEDING EROSION CONTROL BLANKET
Ground_ Seeding Mixture: Winter/Early Spring Summer Fall �� '-`j <CURLEX I OR EQUAL) - PINNED Inspect once a week and after every rainfall. Immediately remove sediment Fofrdoth
- Species Rate(Ib/ac) Rate(Ib/ac) Rate(lbjac.) AS NECESSARY TO PREVENT DIS- from the flow area and repair the diversion ridge. Carefully check outlets Skimmer (See Sed
RyeLODGEMENT, and make timely repairs as needed. When the protected area is Trap Schedule for(grain)) 120 -0- 120 millet
-0- 40 -00- S permanently stabilized, remove the ridge and the channel to blend with the size/orifices CROSS-SEC?iQN OF STONE OUTLET SECTION
Annual e (Kobe) 50 -0- - Typical Roadside/Conveyance wale
German mill natural grade and appropriately stabilize it.
PERMANENT SEEDING NO SCALE
Seeding Mixture: Skimmer Sediment Basin Detail Skimmer Detail
5oecfes Rate(Ib/ac) NO SCALE
Pensacola Bohiagross 50 NO SCALE
Common Bermudagrass 10 vEGETAnVE STABILIZATION
German millet 10 /PER SEEDING SPECOFTCATiONS
Seeding Notes.
1. Where neat appearance is desired, omit sericea, I 1 ?
2. Use a common Bermudagross only on isolated sites y � I t4' AIN , �
where It cannot become a pest. Berrnudograss may (SEE GRAION1G PLAN) Iw fit+.• >*Sr 'Y 'vI' +�.^'< + x i :,} 7r `'? ,
en i sale rasa. $ ..„, 1„,..i:„.„,,,. �, . , ' , �,". NOTES
be replaced with 5 lb/acre c tp g •r w bi '^-`-- I. BAFFLE MATERIAL SHOULD AE 5ECLRRED AT THE BOTTOM ND SIDES
p / --- i LSING ST PLES OR AY TRENC HiNG AS FOR SILT FENCE.
I �11 4flOST OF THE SEDIMENT WILL ACCL/vtLT ATE IN THE Al ST AA'i,
Seeding Dates: ';i - - - al _- .• WFBCH SHOULD BF.READILY ACCESSIBLEl
FORMINTENANCE.
EROSION CONTROL BLANKET
April 1 - July 15 '�- s■J ?. PROVIDE?B4FFi,F,S(LISP,TWO IF LESS THAN 20 FEET N LENGTTI).PROVIDE
(CURLEX 1 OR EQUAL) - PINNED ! �. � ,T' _
AS NECESSARY TO PREVENT DIS- ��I - z- t i� ��t -..,•
Soil Amendments: BC'TpM WIDTH (B) LODGEMENT. - � S BAFFLES FOR DRAINAGF,AREAS GREAIT_RT'HAN 10 ACR}iS.
Apply Ilme and fertilizer according to a soils test, or apply 8.2 ••t ."` 4 BAFFLE SHALL BE 700 G-`M2 COiR EROSION BLANKET.
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10- I'NLET ZONE- see - TOPS of BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
-a -a- �- ;ji "!• INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINT''ALL
2 MIN° -
10-10 fertilizer Trapezoidal Conveyance Swale WEIR(PERPENDICULAR TO FLOW) _ I • = �1t '-"'- ,
Mulch: - - - - - -r
Apply 4,000 lb/acre grain straw or equivalent cover of another (MAX.} �.. -= s:i s.eyllsms 7' - -
suitable mulch, Anchor by tacking with asphalt, roving, netting, ~ `'O • • , 1 �e ���' {
or by crimping with a mulch anchoring tool. Swale Details NO. 57 STONE rO�r • • • • 7 1
• •Oil • =� Ii r.� ,• • • • =
1 THICK ,,00 :.`0- 0,, ; ". , , xe�
Maintenance: NO SCALE nr,o� CROSS SECTION
• • • • 0• PLAN VIEW
Refertilize the following April with 50 lb/acre nitrogen, Repeat ^ 0 • • • • • , M
as growth requires. Mow as often as needed. 000 • • • • • • •
4. Contractor is responsible for maintaining all erosion control "� •••••••••••••••••• Z S P?'ORTROPE SUPPORT POST
measures and for amending measures as required to prevent 'DO' TYP, 100 TYP, • • • al
• • • • • ' TO WIRE TO 24"INTRO BOTTOM STAKE TO
accelerated erosion from taking place on this site. • • • • • • • • PRE''-N SAGGING OR SIDE SUPPORT WIRE
Once all areas have been stabilized, contractor Is to remove • �• • • • • • • I , \
5. ••
••
••
•\ -
temporary erosion control measures, regrade, dY mulch to Ill••�•••••••••- • • • ••
restabilize these areas. o` FENCE.4iT)FABRIC
6. For additional requirements, see the approved erosion CLEARING LIMIT (TYP)
q PP '. L' • • • • • • • • • • `
and sedimentation permit. . •• •' R „c' O ••••W -�-_-_- ��` *_, lon
BURIED IN TRENCH
pp� • ••••� f 5 `ELPCK "-'Otlftltllr.,
ULTRAVIOLET RESISTANT MACK)MRIFI '� 6"N6"TRENCH. ,
FABRIC OR EOUrvALEHT SECURED TO MIRE -� $ COIR MESH OR TRENCHED INTO BIOTTOM STAPLED}OR SIDE `
MAN METAL sups OR TARE AT e"OFT • Prop.toProp' N G E 0- FABRIC " " ' BACKFILLED:\�D
coins. Home Home CLASS A RIP-RAP COMPACTRD -
'AIN-
12 GAUGE 4•X4. OR I"x4• WELDED TARE HOCKED Ciao
PREFGIWED CHANNELS ON METAL POSTS
',
SECTION VIE'�•k AT OP�+'L4G . . ..
MAXXAM SEDIMENT sTORAaE LEVEL REMOVE - r
1� MINIMUM 4' MINIMUM - `w.
SEDMENT*HEN THIS LEVEL IS REACHED • - �'•C ' >,/
OR AS DIRECTED Br I+sPECTOR. R R/W
r •
�� Skimmer Sediment Basin Baffle Detail
///''/� ROADWAY D A iV ' l
�isoe'ilioiti ., 0
ROCK CHECK SCALE
�' - - Not to Scale Crystal Coast Engineering, P.A.
± 1/2" MESH HARDWARE CLOTH z ,
Configuration "'�- • r r '''4Y . ? •- a Civil and Environmental Consulting Engineers
_ Typical Lot Configu _�:. 10e.V ."..�..�.
T 12"min. of NCDOT5 rj ft ••i'j��Iy'�`-�-j Y �yI I �h�i1 z y
I4° CA or57 washed stone w MIN . r -••^•Y'' i
� s -s=ss - David K. Newsom, PE
�� NO LE J I I �- � ��j�.'y`�' r��r�!•�r 't
John R. Freshwater PE
1.5 ft •- ■r- • '•• .
- _ �� , le
!��s:•=i�r.�Sr 1 \ \
205-3 WARD ROAD, SWANSBORO, N.C. 28584
3600 cu ft/acre 5 ft MAX c :: ! 1 21 tj PHONE: (910) 325-0006 N FAX: (910) 325-0060
See Schedule • 4.r s.111'11± f
�� ,L'�,t, RIP-RAP sr "Z. 1 License No. C-2553
NATURAL tAADE = 1 1
;• CARRY APPROXIMATELY 12•of FABRIC INTO TRENCH, '`~ ° / ////� B X 16" DEVELOPER:
•... 1/ --COVER WITH sal MO TAMP aACKrXy, (,�;, ', `•':•:- ' 0 0 0 0 0 0 0 0 0 0 '/ /' _' i 9,s. ,`
/ CONCRETE BLOCK / BEAVER CREEK INVESTORS, INC.
. t4 5fFmin. FfLs - FAgR "-.' %�= / 1
P.O. BOX 1685
,_ __..-. -. -.. CARRY e°OF VIBE INTO TRENCH. . .ri � :� � 0000000000 r _ �+ , ,,,,pE d,rp.i JACKSONVILLE, NC 28541
I
See Schedule CROSS sECTIoN �•t / -v DET SHEET• �M:�: .� " , , To AIL SH 910-346-9800
STEEL POSTS AT a OFF CENTER MAXIM. :111.162,
A _ /' At.
•r■r- e' � '_=y;_ , P03P�V,E+ DRA�RTAGE �,\ w�i:� 1s DESIGN SETTLED 21" MIN OVERFILL 6• •• INLET \ \ 19 se►t E-OP SHOWING
D TOP FOR SETTLEMENTilii A
Pavementt Schedu e IOU ! t�Q, �.4. �1-. TIDES END SUBDIVISION
\ / I •f -��• l .�_ ci� PREPARED FOR
o + Silt Fence Detail PLAN U \ \ C� Y ►TiC��' ••r ti•�.t- ' �/ EOP
i=, --, ,_► ': s, , ; k WASHED STONE .'.,:+.,. � Rojo o �- � BEAVER CREEK INVESTORS INC. (OWNER)
rn
NO SCALE I 1 R - II III l- 'ei1i-'1r'I=i=i ",-•,,,.• ,^�--r C) - / •
m D _I I �I(-I (WE ) .r. ■r•■=,■.-..._ r .-.r •-.•._� POSITIVE DRAINAGE So�S,
_77
^ INSPECTION AND MAINTENANCE _ 1. l -Ti Ii- s•�•�7~ �•T= =: _ /
4 ft MINI -111=:II; -•r•T'•`�•' '� PLAN R�vr, _ �- ,,� STUMP SOUND TO�NNPREIPARED BY
ONSLOW COUNTY,
: Inspect once a week and after every rainfall. Make any required repairs �� ;11'I 5 ft /
ry immediately. Should the fabric collapse, tear, decompose or became ;;,� ?;;.. ,...`i:�.'_.�':,iy�J�- AX it -�T SL SIDE #5 1/2" MESH HARDWARE CLOTH EECIP _ ��/ JOHN L PIERCE & ASSOCIATES P.A.
(effective, replace It promptly. Remove sediment deposits as necessary to `.,�� �.,...o,: FILL SLOPE MAX
provide adequate storage volume for the next rainfall and to reduce ` � 1/2 D =1 EVE-PO hGY BY-PASS WASHED NORTH CAROLINA LICENSE NO. C--1888
pressure on the fence. Take care to avoid undermining the fence during RIP RAP , 2' to 3.5' lr 6' BELON SETTLED TOP STONE ,:" '•- -- ❑ E / 409
t/3 D INSTALL GEOTEXTiLE FILTER �I-- 1:1 SIDE SLOPE j!eci�iie'% I I -� ❑ ❑I I ❑=''
° cleanout. Remove all fencing materials and unstable sediment deposits and TYPE PER I MAX OF DAM •s- I'--°•.....in.... ���sy. X - -�
- J
• JOHNSON BLVD. ACKSONVILLE, NC 28540
( FILTER FABRIC UNDER FABRIC '� "" -,er-• ' i PHONE: - - 2, 2018
bring the area to geode and stabilize It after the contributing drainage PLAN I •I•U• •• - _ _ I• _,
�• , ,_� •+••• "- - ❑_ - ❑ �._:•.•: 910 346 9800 DATE: OCTOBER
' area has been properly stabilized. ) G RIP RAP 3 ft MIN r ''1 I_I l L I11=1 I I-. // CATCH BAS'v i I 1 =111=111= _ I SCALE: 1 r�= 1 D0' F.B. 821, PG. 66
SECTION `v'�W 3 -.-
lti
1/ 1/ 1/6 STONE SECTION NATURAL GROUND I -� LDEPTH VARIES - Entrance e a I
1- M� JOB #2017-18564
w 1. 0 = IiISIDE DIAMETER OR WIDTH a I- 1
CULYEPT
O 2.OMI IlMUM STONE THICICNJE55 TO BE Z �'�• '1 CONVENTIONAL TEMPORARY SEDIMENT TRAP SECTION A-A -•� • •
5 "NO TIMES SPECIFIED STONE DIAMETER. - _ er �'1 Itt I n C Cc.>E. TOTALLGTH NO SCALE DOUBLE CONCRETE BLOCK FILTER �,
OF SAP AROUND DROP INLET NOT RELEASED FOR CONSTRUCTION
Rip Rap S Co u r Pad *SILT FENCE BAFFLES TO HAVE
cn e"BUTS SPACED 8-APART 0 6"ABOVE NOT TO SCALE SHEET 8 OF 10
W
NO SCALE GRADE.O'
Q
__` __ --- -

PROJECT, Tides End Subdivision. CRYSTAL COAST ENGINEERING, PA ,
tc = 5 mins 205-3 WARD ROAD. SWANSBORO, N.C. 28584 EIS an DATA:
125 = 8.5 PHONE: [phone] FAX: [phone] •
C = O.38 FIRM LICENSE t: C-2553 \ Am tnC COORDINATES
o BEARINGS ANOa ( epoene2A o ").ON NORTH
` ELEVATIONS ARE BASED ON NORTH AIIERICAN 11CAL DATUM
II-
.._ -_
INCR. INCR TOTAL TOTAL OUTLET °' h ., CLASS Reali N�t�ak Y J ARY t tSTABLIVED USING NC 'North �Carolina
^• h ^ N 23. 9 UNITS OF MEASUREMENT ARE US SURVEY FEE
T.PIPE AREA 0_25 AREA 010 DIAMETER R LENGTH GRADE HW/D VELOCITY ZONE LENGTH WIDTH TYPE "
A 0.24 0.78~-0.24 0.78 18" 74' 0.50% <0.50 5.0 II 8' 4' CL 8 -.._S ${r4� , ,t �NOp
8 0 51 1 65 0.51 1.65 18" 4Z 0.50% 0 60 5.0 II 8' 4' CL 6 7 q.' I _______,/ Ma jb
C 0.26 0.84 0,26 0.84 18" 4Z 0.50% <0.50 5.0 II 8' 4' CL B ' \l - _ O
t'W
D 0.29 0.94 0.29 0.94 18" 46' 0.50 ` 2e / ( - l l°� <0.50 5.0 II 8' 4' CL B h \` �N
% r� I' _ \ '"0 RD
1 , J __ � C.N -
Is.
w \ + 1` J i �// ♦ '� +u.te 1
VICINITY MAP NOT TO SCALE
' Flow computed with Regression Equation • �/� / �'7 +,4.ao �, +Io.sot 404 Wt TL NOS ;
Special Notes: n s - • \ I\ /� \.�'�/ / `�\` -_. \ / \i' / rrIN
C‘
1. Unless otherwise noted• storm drain pipe shall be CI IV, Wall B (ASTM C76) and meet AASHTO M170 with WATERTIGHT Tongue& Groove Jo .. / 'L. ; • / �,J _ V U ,' / �,
and meeting NCDOT Requirements. \ \ ✓' �,- ,e // i l\ `-_-' , \ \ ® S'''g
-
i 2. Storm Drain installation shall be in accord with NCDOT requirements. �J _� _ G-Np5/ ) ,e t , _ z
J I / • �� �`_ �• �+' / `` ` \ / �,fJ -'' r
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/ i� I ���,�` + 2311 ,�K /, , . i \ 0 1r � CP ^� j ; LY/`
I / I 2p'f,30. ® � -_ lis- ' / --'.\_ p8[_ , , 1 I , 1! \ -- I r' �, / r �' t, r'' '
aa _BS`MBf �/� +2405`1 ,'/� .y `♦ \ ,`� I `' `' / '' \
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t / k I / / !-, EtS ; ♦\ iJ! \ •\ y, J� / f I
i t +22.25 I I - _ _ ' �;``\t t , f ', �� I r i.
Z / /PP ' rb� i \ 1 t - • _ ( Ir i ` :'\ \ 1;'ll : r C '
? l / \ 3 ti \ ♦ CURVE `i / I , • 7/ /...43 L-k*J- •q- \ • . A 343.94' ._ \ M --I` I - '' ♦' --- ' �J p
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•
I / / , .` c 338 38' r ; ,_ `--_ - - ;%,404 lV1tANi I 6 \ �:
/ r / i// WM h -' c_,\S V ♦ \ \I •\ .\ T 177.39' "'` \ D 1. I f_ I
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f o (7 ‘-' 0 C, 5+01.87 , _ 0 .' °
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Et /Ce ./ / 0.00 Crr \ I I _ \,` e .� ,•.1 V/ ,\`♦• - //' t l\ 1'' O
EIS 0 �+� \ = "-\ 6 J I - ' T m Ti:- z:"
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_ ,. R 230.OG Q� / / /n`` .` T S4.OS' .' •, 1 cI: J_ �� i. i ' V - /
71.19' // r i _?J•. �' $ \ •"�.` I / ' R 31t00' J ® LE 8
T 38.03•/ / es).
ybr�. \ J C 41 - _ �= -�f-- �' • `*1P.W,� + ' \� d• I / / /1 - I
,' • // •
v i
/p•- J 1 \\�., \' 02 _ ` �t ZD•75' r= F _ t r� a1y \ 1 t'��j�• l-� ?•AZ-{'r"i' fI /_- t., ,. • END {� 6 --_-
(� +27.1: ,�Q / /I `\\ -` • \` �, \ RS / , \"O� - _� / ,�•�� '• ) ,' r J CP ./ ' ' s`z , n / , �� 1 O •- -- .; "`� r' It ,1, `� ` ZONE x1�� F" IO �/� D. ' ►sr • \♦ -� - ---- ` ' _ Ras /r4�'// '3.���� i '• •a ' / , - ��'/' � OP(.EGEND: (L 3 l / 1d +2a.99� - o o _ ,/ / /r , /f t - --•�'r y 'l.
EIS = EXISTING IRON STAKE \ Q. ' / \ t - �� . -, - ( _-'
EIP EXISTING IRON PIPE r� 1 g - - ` - \_-
. , .:
ECM = EXISTING CONCRETE ION. n ^ 1 ! ..�/ \ 1
1 �
2) \ I
EPK EXISTING P.K. NAIL m j I r 9 . .: 1 0+00 \ CURVE 1 �- \, t 6 ,',1, it,\`a \,\ 1 •`
SIS SET IRON STAKE m I ----___ ___ - -
SCM = SET CONCRETE MONUMENT v 1 ---- ---- "
I 7 A 83 62' �� 25 I,IgI- \ 1t 1 a 1 \ `\ CP '.
SPK SET P.K. NAIL C7 _
RCP = REINFORCED CONCRETE PIPE o-- " 11 - ,, 10 c -•`-tT N ` \ 1 \ \\\
/ T 31.�2' o% +25.42 ` , \ \' ♦ i. . - .` ,' / ,'
❑W WATER METER Z . 0 \, \. R40.0o 4. // / \' 1 \ '' - 11' I�``, `� ;, _- -':.-.2.....'"-
--" •' ','
CPP = CORRUGATED PLASTIC PIPE C� / I 's, / @V 0 _
1 t • ;_.
_ WV WATER VALVE ♦♦ \'� - ,. ® 19 ; 't.'F 1� ' ,, ---' -`_ /' / _v\
PP = POWER •
POLE , ♦♦ �� 11 \ `- �/ _ , _�-. ,.. "/�; _ . .
SL = SECURITY LIGHT \ \ r \ --- / '"
C/L = CENTERLINE _-_ F _ • --- ' ' r' _ - - - - - , ' ' /„
R/W RIGHT-OF-WAY EIS \ /
O - \\
N/F = NOW ,jr FORMERLY ( �S as 24 ~ '` T. $� I t t- - _ r 'I r r r , i _-
FH = FIRE HYDRANT 11 6 \ �� ,` C+ I l'�_,.� ,----. `' t" 4IICP \ {`P
INVERT `I 1 �s` � / ,• � _ ,\` , t r'• ` 1 -_ '• ,," '�,♦ � ;•,�.� ^�- � \r`♦ �`\/ CP,L� �\ ! 1�,
GW = GUY WIRE \ „� r j �'. --I \ ''4• -b. ; " --- _-_ - "_=__ _ _ '� - �'13 "'
n n n n n n = SILT FENCE v \ ', •, • 2t __i` �.,,. ,. ' ,- _-- ', ✓
-E- = POWER LINE 's I 't a 0 �O �` __.i '% '' _ ,-- // / r CP?
I
CP = COMPUTED POINT _ c
_--
= t ' /_ ---_- 'y - -----`' �- ti� '
ST 10' X 70' SITE TRIANGLE O -► .��' _ - _ I 'GQ- ,- -- \ - ,-- ----
E.O.P. - EDGE OF PAVEMENT ---`4.•w '. E1S �!' "- _� `- Si '- \ / \ --__-=_ ` I
O.E. - DRAINAGE EASEMENT \ 'a `' Q' _ `` ;_ �▪ll,�• .� r •
S.S.E. = SANITARY SEWER EASEMENT /' 20 ` 404.9VET,,„NtiQS Cr' \ +1697 is _ "-- -\ ''�i \ ' �/ • _ \- .
D.U./ScA = DRAINAGE, UTILITY do ACCESS C -- _ `� -" 1
+ \ 4 ` '� ', • ' _ '_ - ��_ `. `,` \a ,^�yL_�,r��+� � L�9 \♦ � ° / �`I a ( Perm ' tinc Se -) ,
U.E = UTILITY EASEMENT -- - �_
S.T. 10'X70' SITE TRIANGLE - • �I�J_ -��� \\ ' '� �'• ' - ' - RELEASEDS
_ ==' \ O NOT FOR CONSTRUCTION
POINT OF OVERLAND (SHEET FLOW) ° \ _ ;-` -\\ ' 1 `\ _ ,e i y ,� ` I/, C .
/, CP '` \ \ P�(N ''� `Y / SKETCH/PRELIMINARY :vi,,,
IL - ;..
26 `' ` �' . . - -- ��: C ��0 .•UFEss;o;��,r;� '" AGRADING/DRAINAGE STORMWATER PLAN
... ■ ■ ..I. ■ ■ = LIMITS OF DISTURBANCE
- • - • - . - • - • -' - • - - PROPOSED SWALE - ---- N. , _ `.� ` �.�'� ~ S C \1 ��� a' '' ', _ �' .Q s��l GENERAL
L2 clip f ;e
CBU -CLUSTER BOX UNIT FOR \ CP ` CP/ ✓- L2 L22 '
�'� �� / CP ' L � PLANNED RESIDENTIAL DEVELOPMENT
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS '
,' C - 24 ,' �, i9 ; 1, .:�9 ?;�• DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY SHOWING
CENTRALIZED MAIL ' S( l
RRSP- RIP-RAP SCOUR PAD 1� ` \ - ' ✓ ♦�� _ I ;�'�p ti0 SUH� - ' 4, ` MADE UNDER MY SUPERVISCN (DEED REFERENCES SHOWN TIDES END SUBDIVISION
/CP ( �� ',' ,i� tiN"�' ''LPG``� HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
PREPARED FOR
/// L. p1.%'.. CLEARLY INDICATED; THAT NE RAT10 OF PRECISION
ROCK CHECK DAM /rrr1111• AS CALCULATED IS 1:10,000+; WITNESS MY BEAVER CREEK INVESTORS INC. (OWNER)
i •• la SIGNATURE,DAY LICE RE NUMBER Z�Q.SEAL STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
Y' = SEDIMENT TRAP/BASIN BAFFLE a end i Crystal Coast Engineering, P.A.
9 PREPARED BY •
= PROPOSED CONTOUR W/ELEVATION EXISTING PROPOSED Chill and Environmental Consulting Engineers JOHN L PIERCF� L-2596 JOH NORTH CAROLI A LLIICENSESOO ASSOCIATES, P.A.
�`® E John R. Freshwater, PE
WATER MAIN (size as noted) - �X�" W,M ___ _.,,_„?"w•Mf_.._ I.,(,
David K. Newsom, PE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
t - Q‘ 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: [phone] DATE: OCTOBER 2, 2018
.. ,� 0\\ PHONE: (918USI25-00 LICENSE FAX:
C-2553 325-0060 SCALE: 1"= 60' F.B. 821, PG. 66 i
WATER VALVE Dd N •
FIRE HYDRANT -C*H -4 ` • JOB 2017-1$564 •
BLOW-OFF ASSY. Dao ►M REVISED
PER SED EROS 10/23/18 GRAPHIC SCALE ,•,;
WATER SERVICE 0 -� �'`"' '`s�'i PER NCDOT 11/19/18 O 4ER/DEWLOPER:
ST. DRAIN (size as .toted) A
PER 1RC: 11/26/18 Q OX 1685 INVESTORS, INC. e0 0 120 240
STORM DRAIN INLET 0- fl, JUL 0 PER ONWASA 11/28/18 JACKSONV'ILLE, NC 28541
Sewer Force Main
- -- None Proposed REV LAYOUT 1/28/19 910-346-9800
Sewer Force Main Manhole O None Proposed B;: - RELOCATED SWALE 1/30/19
1 inch = 60 tt SHEET 3 OF 10 ,-.
l'

EXISTING ROAD + 2 } ONLYRPAvr HATFR
EROSION AND SEDIMENTATION TOP RIM OF DITCH MINIMUM flu.
ONLY a1DFRPAVE ASPHALT MIXES ARE AOCEPTABLE. CONTRACTOR SHAM FURNISH NCOOT&
SHALLWEMPTMlOY ATIF1W ASPHALT PLANT TES(F+NIaA�i�P�O�P£�IFOMAI�oi1CAUNSCONTROL�
CONTROL NOTES I__ �141-InII OPERATONS ANDA ACTIVITIES AS REQUIRED
BY NCDOT auAUTY CONTROL PROGRA,A.
' 1 8., TF/E �{7pAfr7gR 9iAU PMlaV10E A QR11FiED aM1 ROADNAY TECHNK7AN AT ALL TIMES
(---
1. Sediment control devices and structures shall be Installed, STEEP CUT OR FILL SLOPE - m_ ; DURING PLACEMENT of REQUIRED
B CDOI'SIAN sHS AOWAYM ALL TESTING ANO
II-�iT'i-'�- _ DOCUMENTATION AS REgUIRW BY NCDaT•S OUAUTY CON1ROl.PROGRAM
maintained and amended as needed to provide effective _ /
control of accelerated sedimentation until the contributing -
watersheds are stabilized. 2 : 1 SLOPE C/L
R/W R/W I II ITT (MAXIMUM)
2. Construction Sequence:
A. Notify Engineer, Owner and Land Quality Section prior II-
to beginning construction. I TI- I. RIGHT OF WAY '
• - B. Install stabilized construction entrance.
_ _ NOTE: y�
C. Silt fence, temporary diversion ditches, and sediment traps shall be installed where shown 50 MIN. C R Q C� C`�Ti QN A-A N LI ZE ALL DIVERSION DITCHES WI TH
and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on f:;..tg•MIN. LENGTH v ' 20' 6� ��
the details sheet for every erosion control measures. alma THICK TEMPORARY SEEDING AND LINE 'MTH "EXCELSIOR „9• 8Y -
D. Excavate temporary sediment traps and divert all surface \ NGEOTEXTiLE CURLER I" EROSION CONTROL BLANKET OR
SHOULDER PAVe7dENT r SHOULDER DITCH Y
•
drainage from disturbed area to sediment traps. \ FABRIC EQUIVALENT.
E. Install Proposed swales (using Erosion Control Blanket as shown on detail) and Install Rock �\ �' 20'
Check Damns. SECTION
F. Install Stormwater Structures and Inlets Protection. A -411111--
1•
G. Complete rough grading activities. Maintain erosion control devices as necessary. 12 MIN. POSITIVE GRADE 1• 44f r :,
H. Complete fine grading activities. Install surface treatments (asph, (SEE NOTE) UPSLOPE TOE _ _
concrete, or A.B.C.) as indicated..
I. Stabilize (seed and mulch) those areas not to be paved and/or built PLAN ViEW
upon. Provide Temporary Seeding If not in recommended seeding Construction Soecificotions
dates for Permanent Seeding.
J. Maintain erosion control measures as needed to assure 1. Stone size - Use MSHA size No. 2 (2-1/2• to 1") w AASHTO t /'�
full functionality. designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use I Typical C u l -�.1 a-Sae Detail
SIDE SLOPES TOP RIM OF DITCH 2' MIN.
K. Upon stablizing site with permanent g►oundcover, remove seed- crushed atone.
and re-construct swales per swale detail if necessary. 2. Length - As effective, but not less than 50 feet. 2 . 1 (MAXIMUM) I
L. Seed, fertilize, and mulch all disturbed arena within these timeframea: 3. Thickness - Not less than six (6) inches. ," 'X NO SCALE Street Cross Sections
"NOTE: PHASING OF PROJECT TO COMPLY WITH THE DESIGN STANDARDS IN SENSITIVE WATERSHEDS** 4• Width - Not less than full width of all points of
Ingress or egress. Minimum of 12'. NO SCALE
SITE AREA DISCRIPTION STABILIZATION 11MEFRAME EXCEPTIONS 5. Washing - When necessary, wheels shall be cleaned to
*Perimeter dikes, swales, remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an STEEP CUT OR FILL SLOPE -�� '�s. `t. %, '� N. % lit ‘A., `�- . '
ditches and slopes 7 days None area stabilized with crushed stone which drains Into an I% "i, % AIK % pit. % % % `‘. Width
*High Quality Water Zones 7 days None approved sediment trap orsediment basin. All sediment
shall be prevented from entering any storm drain, ditch, la N. 1% N. IN % t '%-
Overfill s"
*Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are or watercourse through use of sandbags, gravel, boards • 'c. `�. _ N ., `�, '! `8, R '2 `"t N. 'kk. °1 `Yn. ,6• Mln. 6• Mln. For settlement
not steeper than 2:1 14 days ore allowed or other approved methods. `c/ a•B"
6. Maintenance - The entrance shall be maintained In a o Stone\
*Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' In length condition which will prevent tracking or flowing of ;
sediment onto public rights-of-way. This may require A 4' Min.
9 Y• Y qu A -� . �� E U'J 1.0 ;
periodic top dressing with additional stone as conditions •
*All other areas with demand and repair and/or cleanout of any measures used to Sa2:1ge
Sid. ".
1 14 do None except for perimeters and HOW Zones Slope rP
4, r washed r o w � � •• • Max IDIOM Aom■wx rweaia Coco
slopes flatter than daystrap sediment. All sediment, spilled, dropped. ae ed o
tracked onto public rights-of-way must be removed " Fester '1�''
L. Upon establishment of permanent groundcover, remove accumulated immediately. c I '` -Compact IYIII
sediment from stormwoter storage basin and restore to design conditions. v Fabric Natural Ground
STANDARD TEMPORARY DIVERSION DITCH MatArai.
3. Ss4din9 ececificotme ,�// ��\ ,.. /,„,,,, .//: .
Install necessary mechanical erosion and sedimentation control practices
gradingaccordingto the approved plan. \
Lenore seeding, and ecomplete Temporary Construction Entrance
Lime and fertilizer needs should be determined by soil test. Contact PROPER INSTALLATION METHOD EMERGENCY SPILLWAY SECTION � •`��� l♦
foradditional Information re ardin testing. When soil test are
NCDA q 9
1. Remove and properly dispose of all trees, brush, stumps and other 6" M . O� ' 1Y:
available, follow rates suggested on individual specification sheet for NO SCALE � � .
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of objectionable material Length 5' Mln. p•Be t.°. Min.
machineryon the contour. 2. Ensure that the minimum constructed cross section meets all 1/3 Length / I �, •
soil by disking or other suitable means. Operate 1 '
Mien usingh roseeder, apply lime and fertilizer to a rough, loose surface. design requirements Sllt Fence . nar
enpthe topof the dike is not lower at any point that the Baffles I ...-r`'``. , >. Mune
Yd P Y 3. Ensure that 11dflX� t1�Lam- HMI
Complete seedbed preparation by breaking up large clods and raking into VER sEEDiE STABILIZATION
smo
oth uniform surface. Broadcast seed into freshly loosened seedbed PER SEEDING SPECIFICATIONS design elevation plus the specified settlement -t \Fester �� I ��� ��`
that has not been sealed by rainfall. Seed mixture shall be distributed 4. Provide sufficient room around diversions to permit machine 'Ff.
Fabric 5• Max.
uniformly and covered with a clean straw mulch. All mulch shall be crimped I I i i I 3 regrading and cleanout o i� 4. Outlet Pipe ,a a,COMM r.Ik LOOM Rum mew
1 I l i I I I I I I I 5. Vegetate the ridge immediately after construction, unless it will
or asphalt tacked to help hold in place. Material and application rotes e' MIN 1� ,`
remain in place less than 30 working days: / / 1�� 1
are as follows: 2' TY° / 1,5 /tin iii�1/�� ��`\� \ : / /! \�,;' �, 01
INSPECTION AND MAINTENANCE �Naturd t1-ound
ll
- 1
TEMPORARY SEEDING I EROsION 1D R EQ BLANKET
Seeding Mixture: Winter/Early Spring Summer Fall <CURLEx 1 OR EOUAU - PINNED Inspect once a week and after every rainfall. Immediately remove sediment Faircloth
Rote(lb/act Rate(b/act AS NECESSARY TO PREVENT CIS- from the flow area and repair the diversion ridge. Carefully check outlets Skimmer (See Sod
Species I Ra120b/oc� LODGEMENT. and make timely repairs as needed. When the protected area is
Rye (grain) 120 -0- 120 Trap Schedule for
permanently stabilized, remove the ridge and the channel to blend with the size/orifice4 CRASS-SECTION OF STONE OUTLET SECTION
Annual Lespedeza (Kobe) 0- -0 _0- Typical Roadside/Conveyance Swale natural grade and appropriately stabilize it.
German millet -0- ,
PERMANENT SEEDING NO SCALE
Seeding Mixture: Skimmer Sediment Basin Detail Skimmer Detail
Species Rate0b/ac.)
Pensacola Bahlog
rass 50 NO SCALE NO SCALE
Common Bermudermudagrass 10 VEGETATIVE STABILIZATION
f
German millet 10 /PER SEEDING SPECIFICATIONS
Seeding Notes. 111 1
1. Where neat appearance is desired, omit sericea. 1 IIIIIIIII _
2. Use a common Bermudagrass only on isolated sites VARIES tt' �v J
r y�
where it cannot become a pest. Bermudagrass may t K w s,.. f-; .•. Y'
(SEE CRADNKi PLAN) I 1 -fl+ 4I. r " 1 - xy NOTES:
be replaced with 5 lb/acre centipedegrass. , c .
g•i '' 1_ BAFFLE t1ATERIAL SHOULD BE SECURED AT THE.BOTTOM AND SIDES
' � .•1 I - ; -} USING STAPLES OR BY TRENCHING AS FOR SiLT FENCE.
Seeding Dates: EROSTDN CONTROL BLANKET -- -�_- '')wear�•0��_'_■s assitimise�' - - __ T SEDIMENT�1ILi ACCUMULATE iN THE1ST BAY.
April 1 - 15 ( LEX I. OR EQUAL) - PINNED •81�e /!
P July I CUR y._ ., * r` WHICH SHOULD BE READILY ACCFSS[BLF.FORMA[MAINTENANCE.
y AS NECESSARY TO PREVENT DIS- w"���• - . - ? PRUYIDE?BAFFLES(USE TWO IF LESS TITAN 20 FEET IN LENGTH).PROVIDE j
Sall Amendments: - �`•011111.11i` ' `�` - S BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
BOTTOM will (6) LODGEMENT. •: +a•` )
" Apply lime and fertilizer according to a soils test, or apply g.2 _ _ - ■•:r::r., - as: 4. BAFFLE SHILL BF.700 G tvt2 COIR EROSION BLANKET
INLEZ ZONE- en ill! � "�•� Ae. S. TOPS OF BAFFLES SHOULD BE Z INCHES LOWER THAN THE TOP OF THF.BERMS '
3,000 Ib/acre ground agricultural limestone and 500 lb/acre 10- 2' MIN. ^ 5' .. 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFFE•REACH RAINFALL
,D-,° fertilizer Trapezoidal Conveyance Swale _WEIR(PERPENDICULAR TO FLOW)
,••
Mulch: (MAX.) ]� - w:_��e.�`i -, ..; - - - ,� ��'-
Apply a4,000 mul Ib/acre groin straw g equivalent cover of another • • • , 1 '} - = - •'' -, . , _ >'
Y O:. t y
, -2
suitable mulch. Anchor by tacking with asphalt, roving, netting, ' • • • 7 1
or by crimping with o mulch oncharing tool. S wa I e Details NO. IC STONE • • •
NO SCALE ..._ ,--„,„--
1� THICK • •• •- •�• PLAN VIEW'
Maintenance: � 140
� CROSS SECTION
Refertillze the following Apr(I with 50 lb/acre nitrogen. Repeat ••••_••� ••_•`` M
as growth requires. Mow as often as needed. M
• ••• ••• • ••• 2 SLT PORT ROPE SUPPORT POST
4. Contractor Is responsible for maintaining all erosion control • • • • • ••••. TOWIRETO 24"INTRO BOTTOM STAKF.TO
measures and for amending measures as required to prevent 00° TYP. 900° TYP, i f,'=! • • �- • PREVENT SAGGING OR SIDE
`� • • • ` / \ SUPPORT WIRE
accelerated erosion from taking place on this site. n O # • • • • • • • •-
5. Once all areas have been stabilized, contractor is to remove �'�( • • • • • •`
temporary erosion control measures, regrade, do mulch to >' <;:0-').-)
;??" • • •••-• • •A• • • •ror ad iti these areas. , ^� .,' •••�•••••-••••`.`_ •-•�••,`
ININNI
6. For additional requirements, see the approved erosion CLEARING JMIT (TYP) -_-�- FENCE AND FABRIC
■ •Iasi.• a 7 ••♦• -_--•�_ BURIED IN TRENCH :-EL POST ``'``hl)`t I I 1 f i1"�
and sedimentation permit.
r.
oi
ILAR,
ULTRANa[ET RESISTANT(elApk)MIRIF1T MIRE �'
FABRIC OR EourvALENT SECURED prop, N - BACKFII.LFD:<tiD RENCH_ \ i 1 COFR MESH i SI?vBOTT STAPLED E
FATM METAL OR C AT e-OFF Prop. G E 0 FABRIC 6c,FP CTED TRENCHED INTO BOTTG�f OR SIDE
CENTER. , Home Home CLASS "A RIP-RAP }r .
12 CAUar t'xt' OR 1'x4' VIDEO MIRE HOOKED ONTO -
PREFOR/AFD aHANNELS ON METAL POSTS. �•
itNC
• T ACE REACHED REMOVE 1' MINIMUM 4' MINIMUM 71 SECTION VIES -- �G
•
MA1■M1M SEDIMENT STOR �,� , ' V V ,,,
• cis
AS T MIEN THIS LEVEL IS REAGTIW �y '�- - �\
as AS°MELTED ay■ISPEcyoe. ^', R/ " ,
_ Skimmer Sediment Basin Baffle Detail ,
ROACWAY -�
�� ROCK CHEC< DAM
SCALE
•
• - - Not to scale Crystal Coast Engineering, P.A.
• t '/2" MESH HARDWARE CLOTH 3
-• - . • ._.t-re-." _ 1 = c Civil and Environmental Consulting Engineers
• • = TypieaI Lot Configuration 12"min. of NCDOT #5 5 ft •'� +':' v ®avid K. Newsom, PEl•�� - or57 washed stone MIN �r a.'_r_ ••
a• • �� NO SCALE I 1 f . - . - Ailiiiiiia \• • • •a �t 1
John R. Freshwater, PE
•
5t
�.e��. � _ �� •��.�. , ` 205-3 WARD ROAD, SWANSBORO, N.C. 28584
3600 cu ft/acre • �iiw? , 5 ft MAX -�• i _ 2,0 1 PHONE: (910) 325-0006 FAX: (910) 325-0060
See Schedule �• .� ����xT�?1 '�'e* - 1
ote - �� • . .� .i• - - / /J/J/�f /J License No.: C-2553_t_ . . . • 2' •
-_NATURAL GRACE • }��� ��•��4! �•.. • •/ /��IlI��/ X 16" 1 1 0
rs..._b �T� "'�n.
-1. CARRY APPRoxIMArELr 12•aF mien INTO TRENCH, �'` 1, r a Q a a a a a a a a a 8" 1 DEVELOPER:
--COVER MN sal ANo rAMP BACxrtlL [w...�.,� *It, t'mfrt• FlL1L F .' ,. CONCRETEBOCK 5. �y,, 1 BEAVER CREEK INVESTORS, INC.
41
e•OF MARE INTO M41,401. :• •• ;: .`� ao000oaooa .- P.O. BOX 1685
_. cwe+r Al'lama ! 't' `1 , •• '''''.7"-.,, 7-0 g10K3046�800NC 285
' """"""' see Schedule CROSS SECTION ;, /// ///, _ �:� A II> p� = \ pTo�-,,sA� . Rig, DETAIL SHEET
lTEEL POSTS AT a OTT CENTER MAxMUAI. t„v A •
• -.re 1 `` } SHOWING
•"" ;;�; ,:: NLET '°` - "-'` TIDES END SUBDIVISION `
- � Pavement Schedule ` PREPARED FOR
�!��::rils DESIGN SETTLED \ 21" MIN OVERFILL 6• AA ` \ ` E E°P
TOP FOR SETTLEMENT = :r- we■aa: \ �r+,r'
410:1 F
`�-` \ \ t �•K;.� = �r�-r>•�� REMADE DITCH ��. �° DEAVER CREEK INVESTORS INC. (OWNER)
Silt Fence Detail i l PLAN V_, _ - _ Z.F.:
' , - \ _ •. r 'i:7�:�•�. Iy5 WASHED STONE 4041044000
., f�- +. 1 POSITIVE DRAINAGE •�0� S S� 30% / �" E
-, \ 1:-,1 -1 .r •r-.-.. s-f d= TO PROMOS -Id 12"%
"� NO SCALE f_ _v t•
111=1 I 111, (WEIR) -Q f. ' • • _.
"' ° 4 ft MIN '~ � --=- , , eL9►�. w �1,� STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
INSPECTIONiv AND MAINTENANCE _ _ -- RI - '
week and after everyrainfall. Make any required repairs �►t, •A!_EI 5 ft /---
Immediately. PREPARED BY
Inspect once a e r -T_ _ �� �/
h Id the fabric collapse, tear. decompose or become =!:.;.;::: -•1/.�; •-=,f►. AX _ 2:1 SIDE _ --- JOHN L. PIERCE & ASSOCIATES, P.A.
Sou P N�i • .;..4 :'=:Q l SLOE htA�( +f5 i/2" MESH HAR7wQ�E CLOT}+ Ex. E--
o leffective, replace It promptly. Remove sediment deposits as necessary to `�:,�.^�,����,'' 1/2 D FtLL WASHED NORTH CAROLINA LICENSE N0. C-1888
=1 f ERG ENCY B'-p A� I--• --- c P-�
H.
provide adequate storage volume far the next rainfall and to reduce ' Z' to 3.5' ��A SIDE STONE
�• pressure on the fence. Take care to avoid undermining the fence during RIP RA° INSTALL GEOTEXTILE FILTER � 1'1 SLOPE 6• S�� �� ❑� ❑- A-•• Ex. L` /
1/3 D I- MAX or DAM - �. �/ 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
0 cleanout. Remove all fencing materials and unstable sediment deposits and (TYPE PER FILTER FABRIC UNDER FABRIC , cp
--r
bring the area to grade and stabilize It after the contributing drainage PLAN) - - III• - v
❑❑ :- _� : : AHONE: 910-346-9800 DATE. OCTOBER 2, 2018
RIP RAP
area has been properly stabilized. SECTION `.' EN 3 ft MIN - I -1� Ii-
-1 --, 1/6STONE SECTION NATURAL GROUND .J CATCH EA�lESI '- 1111-1 1 - Entrance Detail SCALE: 1 n= 100 F.B. 821, PG.
66
/� /� I JOB #2017-18564
a
W I I. D = IrISIDF_ DIAMETER O? MOTH • .i + � � w J
OF ZO 2. MINIMUM STONE THICK. `_55 TO BF Z -r1 � :, 'T ? CONVENTIONAL TEMPORARY SEDIMENT TRAP SECTION A-A I i
PP IFI IC DIAL iF_ t? e r m t t n c S V
,, T,vo TiMES S EC ED_
NO SCALE
CD TOTAL LENGTH DOUBLE CONCRETE BLOCK FIL NOT RELEASED FOR CONSTRUCTION `'
OF TRAP
Rip Rap Scour Pad 'SILT FENCE BAFFLES TO HAVE
AROUND DROP INLET
Z B
t3•SLrTs SPACED 8•APART a ts•ABOVE NOT TO SCALE
W GRADE. SHEET 8 OF
10
N NO SCALE
w
_____�

T i + r
�rql:
R
ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION
TO PUBLIC USE, BUT HAVE NOT BEEN ACCEPTED BY THE STATE AS OF I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \\IItIII11/ NORTH CAROLINA, ONSLOW COUNTY '
THIS DATE. THE DEVELOPER SHALL IMMEDIATELY PETITION THE NORTH CAROLINA DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY`�N\ NA CARogl,/ o '
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWNN% Q. • . ( ♦, I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY cr "1,I
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY O " ESSj'••• i� THAT JOHN L. PIERCE, A PROFESSIONAL LAND SURVEYOR, PERSONALLY Z
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE � 'pF O . '!.
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CLEARLY INDICATED; THAT THE RATIO OF PRECISION �:QP �s'''. 9 APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION cT
OF THE FOREGOING INSTRUMENT. , Q !1:
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE 3 AS CALCULATED IS 1:10,000+; THAT THIS PLAT ( FI
ACCEPTED INTO THE STATE ROAD SYSTEM. THE DEVELOPER HAS PROVIDED THE cr N WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS MY HAND AN OFFICIAL STAMP OR SEAL, THIS`_ •
DAY OF 4
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. m AMENDED. WITNESS MY ORIGINAL SIGN RE, L- k _. 20 I ,c:.
I LICENSURE NUMBER AND SEAL THIS r Q:�
DAY OF -✓1M , 20 __ v ti0 vt�� \\\11i11111/// 244
a
44
_ t�j°� �l.0 ,��py'••SUR' .Q.VC`�� �• Bfij' ��♦I -- - - ---- .100 ON �N. Bpi I •a<�
/. // L. ; �\� �� Q Tf- �i TARY PUBLIC ��a SIM a�
DATE OWNER/AU RI ZED AGENT '-'= 1111111\\\\ ` • RO T4R�A
JOHN L. PIERCE P.L. L-2596 C�IY COMM►��ION E) 2f 1:$ DECEMBER 28, 2023.
EIS 5 :o {- �i 1VONC 1
'.` e0'4T42`E 1.., S n RD. e..
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED 294.97• 7+
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. _' N/F 11 O c^ �:
EIS EDWARO B. SANDERS & WIFE BETTY SANDERS �� ��G, (�` �� y �
0.8.375 P.5.9 de 0.8.533 P.509 O .3].` O
yiq, .,��, `�. rn
-7,,e-adhal C:k."041( �j2 1 ra�94 ♦♦i�rY ��� - VICINITY MAP NOT TO SCALE -
I a ////il NIC�`��
APPROVED DISTRICT ENGINEER h s eo4r42•
J37.85• E 794.e6•
I N/F NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
ANNE L. DAMS i S 83'40•y E ra7.a4• -
D.B.727 P.450 H JOHN L. PIERCE,PLS, L-2596, ON 5-28-19.
lw
n 03
W 275.00'� THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED
^iNs_' t \\ �-- DOCUMENT.
4 EIS lr ' // / \\\404 t11J110! _ /1 �� `_
o r / ��
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GPS DATA: / ESMT. `A6 0 ,� /
= 8 / / \
ALL COORDINATES AND.BEARINGS ARE BASED ON THE NORTH 4• 1,, =�,/ \ CP P\ m m
AMERICAN DATUM OF 1983(2011)(epoch 2010.00). o !',•t�i 3 JJJJ Ol1OIJJ! 11t11JT�I�IIIIIi ��III�IIllllllll��ll��
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1 t"-3o' :, it 20' \ III1
OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolina EIS o m DRAINAGE / \ Doc ID: 014311880001 Type: CRP
,_ EASEMENT tpo�'b Recorded: 05/29/2019 at 03:15:35 PM
GNSS Real Time Network (RTN)"ON JANUARY 16. 2018. / s so4?'s3• z 1�'pe .. a• Fee Amt: $42.00 Page i of i
UNITS OF MEASUREMENT ARE US SURVEY FEET. is' E 3oa.2e• ik
.6■ sue. OnsloW County NC
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58,038.43 S.F. 41
/ ;IT
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1114:,_i
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_ \q• ;, 2e58t 48 SF ..IN
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_� s$ \ CP �- JAMES HN N/F
JR. (Planned Residential Development) .
�� WILSON LAND FlVEITIMES 2 9:28, PG:72 BEAVER CREEK INVESTOFRS INC. (OWNER)
/ iiZ .,,,,
4.
‘ {,
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
m 9, %"
/ EPK
`/o99� �w, \ TRACT DATA: PROPERTY LINE IS OF ISAAC CREEK BRANCH
LEGEND PREPARED BY
2V:.0- c+ TOTAL AREA - 1,142,585.08 S.F. (26.23 AC.)
/ ti�P ��� ''�S TOTAL NUMBER OF LOTS - 33 LOTS EIP = EXISTING IRON PIPE JOHN L. PIERCE & ASSOCIATES P.A.
�/ , .,ti,/ti ' , \ AVERAGE LOT SIZE -0.70 ACRES 30,458.22 SQ.FT.) EIS = EXISTING IRON STAKE NORTH CAROLINA LICENSE NO. C-188A
gy LARGEST LOT - LOT 16 (1.71 AC.) SIS = SET IRON STAKE
a�W 11� �� ,oo\nr• \ \ SMALLEST LOT - LOT 2 (0.33 ACRES) CC = CONTROL CORNER 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
N.GS t7sA TAX M AREA OAP & PARCEL NUMBERACRPORTION MAP 762, PARCEL 1 EPK = EXISTING PK ECM = EXISTING NNA ATE MONUMENT PHONE: [phone] DATE: MAY 28, 2019
\ \ \ PIN NUMBER - PORTION 425702871687 R/W = RIGHT OF WAY SCALE: 1 100' F.B. 8214 PG. 66
al'"� \ \ EXISTING USE - AGRICULTURAL & WOODLANDS EOP = EDGE OF PAVEMENT JOB2017-18564
\ 4� PROPOSED USE - PLANNED RESIDENTIAL DEVELOPMENT
ZONED - RA PP = POWER POLE WN
LP = LIGHT POLE OER EVELOPER: 100 0 50 100 200 400
\ I/
WATER - ONSLOW COUNTY WATER SEWER AUTHORITY
SEWER - INDIVIDUAL SEPTIC SYSTEM c. = CENTERLINE BEAVER CREEK INVESTORS, INC. MN MI Elm= iwwwwomummi
CES: \ FIRE DISTRICT & ISO RATING - DISTRICT TURKEY CREEK, ISO=6 S.T. = 10'x70' SITE TRIANGLE P.O. BOX 1685 NW NM IN IIIIIIIIIIIIIIM 11111•111111111111111MMINIIIIIMINMMIIIIIII
REFERENCES:
PG:187 S.S.E & U.E. =SEPTIC SYSTEM EASEMENT JACKSONVILLE, NC 28541
DB:4695,M8:75 PG: 85, CABINET 0 (TRACT 1) \4j► RIVER BASIN = WHITE OAK C.E. = ROAD CONSTRUCTIONS
SEASEMENT 910-346-9800
MB:74,. PG: .58, CABINET 0 1001 = ADDRESS LABEL SHEET 1 OF 2 1 _

4
ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION
THIS DATE. THE DEVELOPER IC USE, BUT HAVE NSOT HALBLEEN IMMEDAETELYD BY THE STATE AS OF I,PETITION THE NORTH CAROLINA DRAWN UNDERHN L. RCE, CERTIFY THAT THIS PLAT WAS MY SUPERVISION FROM AN ACTUAL SURVEY ♦\\%IHIIGAA ///// NORTH CAROLINA, ONSLOw COUNTY oli'' P(.
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION MADE UNDER MY SUPERVISION DEED REFERENCES SHO ♦♦ ///, I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY z lE.
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE QQ,.pFES3jp1•...L�i. THAT JOHN L. PIERCE, A PROFESSIONAL LAND SURVEYOR, PERSONALLY i t;
REOUIR MENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF CLEARLY INDICATED; THAT THE RATIO OF PRECISION '�.•QP q'• APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION z
OF THE FOREGOING INSTRUMENT. /�(� Q •
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE ; AS CALCULATED IS 1:10,00AN THAT THIS PLAT - SEAL MY HAND AN OFFICIAL STAMP OR SEAL, THIS,I�!_ DAY OF �'
ACCEPTED INTO THE STATE ROAD SYSTEM. THE DEVELOPER HAS PROVIDED THE e: WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS _ L2589 _ 20 Q
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. cc
AMENDED. WITNESS MY ORIGINAL SIGN RE, „ •:._Si tV3
I LICENSURE NUMBER AND SEAL THIS
DAY OF -'�^'� 20C ,/'�0'• SUR !i ♦♦♦ ♦♦�` BED'/ /I -- - `l fCO� al SMpN 1N.
I /i/ '/�/ rGP�'♦♦♦ ♦♦♦ u rf. /� TARY PUBLIC Nd` 0 )1
Iii11/11 111111�\ ICY COMMIe ONE f 2�S DECEMBER 28, 2023. 9y TqR Cq m
DATE OWNER/au RIZED AGENT - -- - �� r- �.• ND/Nc
JOHN L. PIERCE P.L. L-2596
I EIS �.� s 80'47 `0 RD.
�� . E
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED �` .�97' •
N/F m� Y Q <t„
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE. -` EIS EDWARO B. SANDERS & WFE BETTY SANDERS F
0.13.375 P.549 & D.8.533 P.509 no C .��`
• G y'v
'81�gj' / � ♦ VICINITY MAP NOT TO SCALE -
APPROVED DISTRICT ENGINEER h JJ7 s soar42.E 724.86. .........
94�.
6, 85'
I
d NOTE: THIS DOCUMENT 0-RIGINALLY ISSUED AND SEALED BY:
je1.11040101 C:LAA904 --:/2 yt?
JOHN L. PIERCE.PLS, L-2596, ON 5-28-19.
N/F s e3 40 e4
ANNE L. DAMS 4a'E 167
liiiii10
D.B.727 P.450 ^' W �75.00� THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED
�/ / t �. - = DOCUMENT.
•
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GPS DATA: EST' �'° 8 //
2 ^' -------- .0
/ CP
G IJIIIIIIIIIIIIIIIIiI IJIIOIIIIIII HIIIIIIIilllllllllllll IIII
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH /
4 ' _
AMERICAN DATUM OF 1983(2011)(epoch 2010.00). �v'�` � /; \ cP\
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM / 1"-30' �� 20 \
�� DRAINAGE / .r \ Doc ID: 014311880001 Type: CRP
OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolina EIS o / w. EASEMENT \ e �, \ Recorded: 05/29/2019 at 03:15:35 PM
z .o° °rJ b�. \ Fee Amt: $42.00 Page 1 of 1
GNSS Real Time Network (RTN)"ON ,JANUARY 16. 2018. s epjzss• �' . `t. Rebecca County NC
UNITS OF MEASUREMENT ARE US SURVEY FEET. 15' a 30e.1e• + ,6 C 64,65355 S.F. \ ,� \ L. Pollard Re of Deeds
UTILITY 10' . 24 1.48 Ac. ,,• \ �.
ESM T. e� / 46.7e3 3t S f. 58 038.43 S.F. / / N ` ` gK 7 6 P13113
• .... (FROM t POWERUNE) s 60'42'S3' �ii! i t 07 Ac 1.33 Ac. i10S \.� ?�
� E t6t.2s 23 :55
�• �•
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•
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•
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o w eJ' „` 33.104.22 S.F. u
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Q _o
•
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te
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0 1r� ESMT. . \ ♦ 4 es, N 21 1 9682 S.F. o
a (FROM POWERUNE) �U �� C � 17,164.J7 S.F. n ��38 F \ \ \N J^ 394.04 S.F. 0.39 Ac. b� 81 25' g y� N 302 305'lt' v i\ `-~ _/I- / / EIS (4631 2e,213.63 S.F. O 0.01 AC. �\ \♦ I107 29as 7DN e429,Y Ere oNN0.65 Ac. 4, �104\ ♦ C? \`� r �t� M e9'3e'3e' E 1eS.00 4z4Q71' ig \ BEAVER CREEK INVESTORS INC.
m ^ 96.e2' 75.8C z 37' CPD.B.4695 P.187
," Z '✓v77J504t' wy Sti t4,506.16S.F. \ c� 17,143.56S.F. �h~ 28 �' m (trage:: �, / / TRACT 2
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; � • �.�``� Ac : •- �0.9 2Ae5.F.// 404 1EILANOs �/ M.B.75 P.85
+ 16.See s.F. 27 4 300 ui+I / a 4' �'! JJ \ 0.36At. ..� U C a1UQ Y r4 to E15 ? C ` o ! 19 \ ,0' GE.Z Z = / L25 THRU L32EIS (4 `fti�� 20 ^9 ct =1067.92 SF 2D " v o 17 \EIS6106 u ♦ sAC? �. �111 os Ae. J I oe 18 / \ r�.V/ \ \5 ›J WQ� = m m 16.925.63 S f. ., / 4r .w,e/
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_ 'P yE0 IF ROAD IS' I av°'i = EIS O /9 ^ o C 0.47 Ae. �� C47 5�.E 10i _ �....e� QJD OR1VE Q0� R� / �S 1BE REMO roApJ01Nk1Clya n m 202 / �\ c 112 ez. 30 TIDES _��'� / EXTENDED RT0 CP
a . / e 201 1-- Jo' cte "�`- R c°e /j / PR13PE �.
r/ k•e•,W,. Ai s e4 4o ss• i v r \\ �h. '9.2o. _ S 82'41'46•E 10443 (Publ c,4 _/''�,. ,� / O
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m I O 't• ® __1J _ 2'' 126 16 ' • '�
// o W 20411 W j '? 0 10 i116� _118 27• 120 _------ - (1241 - STMeI a
Q il b O \\ / n' 20,501.48 S.F. h C 13 Z Z 74,567.04 S.F. I
/ �? ro m / 2 0.47 M. 12 14 0 1.71 Ae. .+
/ 22,932.1 I S.F. C2 .0 O O O = C u 1 5 '_. 1,
0.53 Ac. \ CJ? G5‘ 11 o d
/ �� -�� N 23.234.65 S.F. h •o i $� try
>�A 206 25 __ 0.53 A� o 21383.91 S.F. •• 16.759.21 S.F. `. 20.010.73 S.F. '°
/ EIS 1 11 O Mel ��205 i N T 0.54 Ac. ': 0.38 0.46 f ' ADJACENTOLOTS AT TIME OF REvERT TO £ROAOWAT
21,851 08 S.F- <v
6 \ ,; 2e SAI.te SF. RS OF
W 0 50 Ac. W f m ' `i2 CPS/ ��0 CP (BUILT TO NCDOT SPECS.) EXTENSION.
h * ^ 0.66Ac . v J � f CP /
O •'J o o c „ / CP ® (LOT 15) 80.04 S.F. (0.00 Ac.)
/I EPK r 32,337.67 S.F. n n o.3>.
`\`` EIS i'J `_.� 1 30,753.96 G5.F. _ _ // �. ` 0.4 i ® (LOT 16) 3,283.70 S.F. (0.08 AC.)
/ 404 IIETLANOS Cl' \ 20' e'' "CP 46.e3' 30.71' lt5 r.. 404 SETLMIOS 0,5. CP © (LOT 17) - 685.18 S.F. (0.02 AC.)
\ CP N 96.9 f a ORAINAr \ 3S4
/ 70�yt? 3 \ o EASEMENT 4 5] ,^ u6 CP CP t 4 �1 +t (LOT 18) 910.81 S.F. (0.02 AC.)
w 1�.�. � \�4 ,0069 ,>9 ' '` FINAL PLAT
/ A./
Ri
[ \ CP li V„,,,,,.01:
CP
SHOWING
W/ \ CP N 7J34. 6?.941� `' ������,,�pg,266° 2 w t52.09' Cf 11DES END SUBDIVISION
t I0.6 CP N 86'Si 4" UB Cp 117
3131. CP
W
// " "a.34, ,/55�45 N� (Planned Residential Development)
y \ CP
JAMDES H. HOBBS JR,
r/ a� DB 1191, PG 246 PREPARED FOR .
/ WILSON LAND FIVE TIMES U8:28, PG:72 BEAVER CREEK INVESTORS INC. (OWNER)
/ \ g.g �� -° STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
' iO` TRACT DATA: PROPERTY UNE IS OF ISAAC CREEK BRANCH
/ EPK `�4��'i±�' \ TOTAL AREA - 1,142,585.08 S.F. (26.23 AC.) LEGEND PREPARED BY
til+p �V� '�; TOTAL NUMBER OF LOTS - 33 LOTS EIP = EXISTING IRON PIPE JOHN L. PIERCE & ASSOCIATES P.A.
/ c.•..% '0� Z� \ AVERAGE LOT SIZE -0.70 ACRES 30,458.22 SQ.FT.) • EIS = EXISTING IRON STAKE NORTH CAROLINA LICENSE NO. C-1888
' ' ti $ LARGEST LOT - LOT 16 (1.71 AC.) SIS = SET IRON STAKE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
a/t1�'a� �.4, SMALLEST LOT - LOT 2 (0.33 ACRES) CC = CONTROL CORNER PHONE: [phone] DATE: MAY 28, 2019
a\o \ AREA OF WETLANDS - 6.85 ACRES ECM = EXISTING CONCRETE MONUMENT
N��,s ' ����` • \ TAX MAP & PARCEL NUMBER - PORTION MAP 762, PARCEL 1 EPK = EXISTING PK NAIL SCALE: 1"= 100' F.B. 821, PG. 66
.
PIN NUMBER - PORTION 425702871687 R/W = RIGHT OF WAY JOB #2017-18564
--
are"--- \ EXISTING USE - AGRICULTURAL & WOODLANDS EOP = EDGE OF PAVEMENT
PROPOSED USE - PLANNED RESIDENTIAL DEVELOPMENT PP = POWER POLE
ZONED - RA LP = LIGHT POLE OwNER/bEVELOPER: 100 0 50 100 200 400
4'N WATER - ONSLOW COUNTY WATER SEWER AUTHORITY
\ SEWER - INDIVIDUAL SEPTIC SYSTEM = CENTERLINE BEAVER CREEK INVESTORS, INC.
REFERENCES: \ FIRE DISTRICT & ISO RATING - DISTRICT TURKEY CREEK, ISO=6 S.T. = 1.E. = SITE TRIANGLE P.O. BOX LLE,
S.S.E & U.E. =SEPTlC SYSTEM EASEMENT JACKSONVILLE, NC 28541 1
DB:4695, PG:187 & UTIUTY EASEMENT 910-346-9800
MB:75 PG: 85, CABINET 0 (TRACT 1) "^� RIVER BASIN = WHITE OAK C.E. = ROAD CONSTRUCTION EASEMENT
SHEET 1 OF' 2
MB:74, PG: 58, CABINET 0 !Tool = ADDRESS LABEL

I, JOHN L. PIERCE, PROFESSIONAL LAND SURVEYOR NO. 2596, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED:
/� CERTIFICATION OF SOIL SCIENTIST CERTIFICATE AS TO UTILITIES AND DEDICATION
L7 A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION I, R. HAYWOOD PITTMAN , CERTIFY THAT I AM A LICENSED SOIL SCIENTIST IN
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT THE I HEREBY CERTIFY THAT THE PLANS AND SPECIFICATIONS FOR THE
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; STATE OF NORTH CAROLINA AND HAVE EVALUATED THIS SUBDIVISION AND FOUND WATER AND/OR SEWER IMPROVEMENTS FOR HERON WATCH AT TIDES END
THAT THE SOILS WITHIN THIS SUBDIVISION PROPERTY ARE SUITABLE TO ACCOMMO- SUBDIVISION HAVE BEEN REVIEWED AND APPROVED BY ONSLOW WATER AND
❑ B. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY DATE THE SUBSURFACE WASTEWATER DISPOSAL SYSTEM NEEDS OF EACH OF THE SEWER AUTHORITY, THAT SUCH WATER AND/OR SEWER IMPROVEMENTS HAVE
LOTS DEPICTED HEREON. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE ONSLOW BEEN CONSTRUCTED, AND THAT ONSLOW WATER AND SEWER AUTHORITY
_ OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE COUNTY HEALTH DEPARTMENT MUST ISSUE IMPROVEMENT PERMITS AND CONSTRUC- HEREBY ACCEPTS THE DEDICATION OF THE WATER AND/OR SEWER
. ,THAT REGULATES PARCELS OF LAND. TION AUTHORIZATIONS, AS APPLICABLE, FOR THE LOTS SHOWN ON THIS PLAT. IMPROVVEfMENTS ALONG WITH ASSOCIATED EASEMENTS.
THIS °_.__DAY OF _/`�'4 , 2011_
❑ C. ANY ONE OF THE FOLLOWING: /� f= L ONSLOW WATER AND SEWER AUTHORITY
1 - THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF SIGNATURE DATE -�
LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. { '
•
2 - THAT THE SURVEY IS OF AN EXISTING FEATURE, SUCH AS A i /�,
BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH CURVE ARC LENGTH-RADIUS,DELTA) ANGI'E CHORD pEQRING CHORE), LENGTH
AS A WATERCOURSE. C1 218.87 345.00 36`2053.61 S 56'4431 E 215.21
C2 331.66' 540.00' 35'11'24.14" S 56'09'47" E 326.47'
C3 36.05' 20.00' 103'15'55.51" N 54'36'34" E 31.36'
3 - THAT THE SURVEY IS A CONTROL SURVEY. LINE BEARING DISTANCE' C4 16.29' '280.00' 3'19'57.95" N 01'18'37' E 16.28'
L1 S 01'49'45" E 56.06' C5 238.04' 55.00' 247'58'32.50 S 56'22'06" E 91.21'
4 - THAT THE SURVEY IS OF A PROPOSED EASEMENT FOR PUBLIC L2 S 15'41'32" E 29.23' C6 29.66' 25.00' 67'58'32.47" S 33'37'54w W 27.95'
CERTIFICATE OF IMPROVEMENTS INSTALLATION/GUARANTEE L3 S 11'28'35" W 53.34' C7 29.78' 340.00'5'01'04,36" S 02'09'10' W 29.77'
UTILITY AS DEFINED IN G.S. 62-3. L4 S 10'40'31" E 55.89' C8 30.49' 20.00' 87'2I'28.04 S 39'01'02" E 27.62'
L5 S 33'56'10" E 80.67' C9 57.46' 280.00' 11'45'30.09" S 88'3431" E 57.36'
I HEREBY CERTIFY THAT ALL IMPROVEMENTS HAVE EITHER BEEN INSTALLED L6 S 42`17'36" E 84.25' C10 38.56' 278.76' 7'55'35,40" 'N 81'34'57' E 38.53'
OR GUARANTEE L7 S 18'26'44" E 50.88' c11 23.05' 25.00' 52'48`57.84" N 51'12'40" E 22.24'
❑ D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, L8 S 51'26'53" E 39.85' C12 261.72' 55.00' ,272'38'48.08"S 18'52'25" E 75.96'
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A BY AN APPROVED SECURITY FOR THE TIDES END SUBDIVISION L9 S 47'59'08" E +8.50' C13 18.24' 25.00' 41'47'56.34' N 83'26'59" W 17.84'
AND THAT THE FILING FEE FOR THIS PLAT HAS BEEN PAID. L10 S ss'oo'zz" W 40.96' c14 58.62' 338.76'9'5452.68" S 80'36'29' W 58.55'
COURT-ORDERED SURVEY OR OTHER EXCEPTION TO THE
L11 N 71'58'48' W 26.24' C15 69.78' 340.00' 11'45'30.09 ,N 88'34'31" W 69.65'
DEFINITION OF SUBDIVISION; /y ' e L12 S 77'59'52" W 26.13' C16 53.04' 340.00' 8'56'17.14" _N 78'13'37" W 52.99'
-�(-' 1---- --- 1/KL�1.�+5 L13 S 29'5925" W 42.01' C17 176.40' 600.00' 16'50'41,33" N 65'20'08" W 175,76'
L14 N 65'58'03" W 69.23' C18 29.80' 20.00' 85'22'27.66" S 80'23 59" W 27.12'
❑ E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH DATE OWNER/AUTHORIZED AGENT L15 N 88'4555" W 86.10' C19 47.13' 200.00' 13'30'04.28" S 30'5743" W _47.02'
A 11111j /' L16 S 85'49'29" W 79.54' C20 31.37' 25.00' .71'53'57.36" S 11'44'18 E 29.35'
THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST !� / L17 S 8134'39" W 65.17' C21 237.67' 55.00' 247'35'36.96'"S 76'06'32" W 91.41'
MY PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED It\"Cp.R002,,,, L18 N 85'09'43" W" 90.75' C23 80.80' 26.00 17485'222 .71" N 28'8'33" E 27.12'8
(A) THROUGH (D) ABOVE. �� ••'"'•
't gS10Nq''• °#� L20 N 59'0T26" W 48.51' C24 95.23' 600.00' 9'05'38.12" N 43'06'54' W 95.13'
Q',`•F ‘••: L21 S 59'48'09" W 54.80' C25 180.80' 285.00' 36'20'53.61w N 56'44'31' W 177.79'
0 :Q9 _ L22 N 18'09'56' E' 10.00' C26 15.99' 345.00. 2'39'18.19" N 73'35'19" W 15.99'
Z a , ¢ - L23 N 18'09'56-" E 72.45' C27 105.35' 345.00' 17'29'45.36" N 63'30'47" W 104.94'
• L24 N 11'27'57' E 23.95 C28 97.53' 345.00' 16'11'50.06" N 46'40'00" W 97.21'
`' -..--%"TqG-�: Ot �. L25 N 01'S6'21" E 16.15' C29 105.09' 540.00' tt'09'01.84 S 44'08'36" E 104.93'
JOHN L. PIERCE, ESSIONAL LAND SURVEYOR NO. 2596 '' "I'.:V�� L26 N 00'14'20" E 7.96' C30 105.09' 540.00' 11'09'01.84" _S 55'17'37-E 104.93'
°o'' ,,•'�?:V.�•�P. 6q' � L28 N 19'5352" W .23' C31 105.09' 540.00'C32 16.39' 540.00' 1'4418.611" S 72'53'39' E 16.38'
'.'��OHN L.Q `%%‘ CERTIFICATE OF APPROVAL FOR RECORDING L29 N 43 36'39" w- 1 .83 C33 16.79'. ' 55.00' 44 31'58.55.00' 75" S 39'24'17" W 16.73'1. '
. �1//11111111�` Lit N 58'59'45" W 8.04' C35 47.73' 55.00' 49'43'15.22" _S 86'31'54--W 46.25'
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON L32 N 68'04'56" W 16.20' C36 40.61' 55.00' 42'18'33.64" N 47'27'12" W 39.70'
,.1 HAS BEEN FOUND TO COMPLY WITH SUBDIVISION REGULATIONS OF L33 S 82'41'4.6" E 44.01' C37 90.15' 55.00' 93'55'05.00 N 20'39'38."E 80.40' __
THE COUNTY OF ONSLOW, NORTH CAROLINA, AND THAT THIS PLAT L34 N 85`32'44" E 81.35' C38 37.17' 280.00' 7'36'21.49" S 86'2957" E 37.14'
L35 S 85'32'44" W 81.24' C39 20.29' 280.00' 4'09'08.60" N 87'37'18" E 20.29'
OWNER'S CERTIFICATION AS TO WATER
HAS BEEN APPROVED BY THE ONSLOW COUNTY PLANNING L36 'S 37'42'45" W 24.64' C40 45.88' 55.00' 47'47'30.75'r 'S 48'41'57 W 44.56'
I CERTIFY (I) THAT I AM THE OWNER OF THE LANDS SHOWN ON THIS MAP AND OF ALL OF THE DEPARTMENT L37 N 19'54'20" E 60.82' C41 4832' 55.00' 50'20'03.98" N 82'14`16" W 46.78'
WATER INFRASTRUCTURE LOCATED ON SUCH LANDS, (II) THAT ALL REQUIRED WATER IMPROVEMENTS FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF L38 N 37'42'45" E 24.64' C42 63.50' 55.00' 66'09'19.13" N 23'59'35" W 60.04'
L39 S 70'0S'4D" E 39 55' C43 97,24' 55.00' 101'18'10.45" N 59'44'10" E 85.06'
HAVE BEEN CONSTRUCTED WITHIN THE STREETS AND/OR UTILITY EASEMENTS SHOWN ON MAP IN ONSLOW COUNTY. L40 N 54'05'28" W, 20.00' C44 6.78' 55.00' 7'03'43.76" 5 66'0+"53" E 6.77'
ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY ONSLOW WATER AND SEWER L41 N 35St'32" E 19.30' C45 55.10' 338.76' 9'19'11.75" N 80'18'39" E 55.04'
1.42 N 17 57'00" W 11.25' C46 3.52' 338.76. 035'40.93" N 85'16'05" E 3.52'
AUTHORITY ("ONWASA"). (III) THAT ALL SUCH WATER IMPROVEMENTS ARE HEREBY DEDICATED AND /� L43 N 654223" E 33.88' C47 2.60' 600.00' 0'14'52.43" S 73'38'03" E 2.60'
CONVEYED TO ONWASA, FREE OF LIENS AND ENCUMBRANCES, (IV) THAT ONWASA IS HEREBY 5 `� I 11 1 / I L44 N 65'42'23" E 33.88' C48 7705' 600.00' 7'21'28.85" S 69'49'52"E 77.00'
• L45 S 1 7 24'18" E 24.78' C49 96.75' 600.00' 9'14 20.05" S 61'31'57" E 96.64'
GRANTED A PERPETUAL EASEMENT OVER ALL STREETS AND UTILITY EASEMENTS SHOWN ON THIS C50 88.10' 55.00' 91`46'S0.48" N 01.47.51" W 78.98'
MAP. AND (V) THAT THE UNDERSIGNED WARRANTS TO ONWASA FOR A PERIOD OF 18 MONTHS FROM DATE SUBDIVISION A'�INISTRATOR C51 42.20' 55.00' 43'57'58.96" N 66'04'33" E 41.18'
THE DATE OF THIS CERTIFICATION THAT SUCH IMPROVEMENTS ARE FREE FROM DEFECTS IN ,�,� ,., C52 57.88' 55.00' 60'17'55.84" S 61'47'29" E 55.25'
"" C53 35.48' 55.00' .36'57'36.41" S 1309'43" E 34,87'
MATERIALS AND MMORKMANSHIP. C54 14.00' 55.00' 1435'15.27" S 12'36'43" W 13.97'
C55 63-88' 600.00' 6 06'00.08" S 44'36'43" E 63.85'
THIS 2$ DAY OF yN , 20_L43__. C57 7735' 600.00' 2 59'38.0i S 40.03'54" E 31.35'
C5 77.22' 285.00' 15 31'23.80" N 4619'47- W _76.98'
C58 20.02' 285.00' 4'01'26.63" N 56'06'12" W 20.01'
OWNER: 12,•••"..e.4. r/, IhNAlt, r f,Lu. NOTES: C59 83.57' 285.00' 16'48'03.17" N 66'30'57" W 83.27'
C60 99.09' 340.00' 16'41'54.55" N 76'08'20" E 98.74'
57280.00' 16'18'58.89" N 76'19'48" E 79.47'
BY:___ C61 79.74'
1. SETBACKS: FRONT-25'; CORNER SIDE STREET-20'; SIDE-8'; REAR-15' c62 57.96' 278.76' 11'54'4-6.44" N 71'39'46" E 57.86'
OR AS SHOWN HEREON. C63 12.36' 340.00' 2'04'59.87" N 66'44'53" E 12.36'
TITLE:___s,ZL __ �i C64 12.05' 280.00' 2'27'55.53" S 66'56'20" W 12.05'
C65 37.51' 338.76' 6'20'37.56" N 68'52'41' E 37.49'
2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE C66 21.29' 338.76' 3'36'02.78" N 73'51'02" E 21.29'
NOTED.
3. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
CERTIFICATE OF OWNERSHIP AND DEDICATION
4. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 25' MINIMUM
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN BUILDING SETBACK.
AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION
JURISDICTION OF THE COUNTY OF ONSLOW AND THAT I HEREBY ADOPT 5. PORTION OF LAND IS LOCATED IN A 100 YR. FLOOD ZONE PER EFFECTIVE
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT; ESTABLISH FIRM 3720425700J DATED 11/03/05. THERE IS PRELIMINARY FIRM
MINIMUM (3720425700K DATED 6-30-2016) THAT HAS NOT BEEN ADOPTED.
BUILDING SETBACK LINES; AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, WATERLINES, AND OTHER SITES, IMPROVEMENTS AND EASEMENTS 6. NO LOT SHALL HAVE DIRECT ACCESS TO TAR LANDING ROAD.
TO PUBLIC OR PRIVATE USE AS NOTED.
7. A PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS AS
'6/ Jiq -LDAIL--
v s SHOWN HEREON. THEIR DELINEATION IS CONSISTENT WITH POLICIES AND
DATE OWNER REGULATIONS OF THE U.S. ARMY CORPS OF ENGINEERS. LOT OWNERS OF
AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY CORPS OF
ENGINEERS REGARDING DEVELOPMENT WITHIN THE 404 WETLANDS.
REGISTER OF DEEDS
DATE OWNER 8. NOT WITHIN 1/2 MILE OF VAD.
, r
9. NOT WITHIN THE FPOD. 1 FINAL PLAT
SHOWING
ALL STREETS HEREON HAVE BEEN OFFERED TO THE STATE FOR DEDICATION TIDES END SUBDIVISION
TO PUBLIC USE, BUT HAVE NOT BEEN ACCEPTED BY THE STATE AS OF
THIS DATE. THE DEVELOPER SHALL IMMEDIATELY PETITION THE NORTH CAROLINA (Planned Residential Development)
DEPARTMENT OF TRANSPORTATION TO ACCEPT STREETS UPON CONSTRUCTION STATE OF NORTH CAROLINA PREPARED FOR
OF THE STREETS AND SATISFACTION OF THE DEPARTMENT'S RESIDENCY COUNTY OF ONSLOW BEAVER CREEK INVESTORS INC. (OWNER)
REQUIREMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF =�.� .�.Q,�,�,,
ALL STREETS AND PROTECTION OF RIGHTS-OF-WAY UNTIL SUCH STREETS ARE Ihanda `�,,tCJ�� , REVIEW OFFICER OF ONSLOW COUNTY,
ACCEPTED INTO THE STATE ROAD SYSTEM. THE DEVELOPER HAS PROVIDED THE CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
COUNTY A MAINTENANCE GUARANTEE FOR THESE PURPOSES. MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. PREPARED BY
qh(pjjakAl
----- -
JOHN L. PIERCE & ASSOCIATES P.A.
S -a9��� _ NORTH CAROLINA LICENSE NO. C-1888
.1."/2.41 hi �1 ',PA lowiS REVIEW OFFICER DATE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DATE OWNER/AUTHORIZED AGENT
PHONE: [phone] DATE: MAY 28, 2019
SCALE: 1"= 100' F.B. 821, PG. 66
DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED JOB #2017-18564
SUBDIVISION ROAD CONSTRUCTION STANDARDS CERTIFICATE.
100 0 50 100 200 400
J_ZILA4 L_C42-1A4 5/2 /1/_? • NIM NIN INININININ
APPROVED DISTRICT ENGINEER
- - • SHEET 2 OF 2
4 1' . _.. _...__... -_. .
f

T
. mot.
Q
I U
z
CPS DATA,
0
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH -
AMERICAN DATUM OF 1983(2011)(epoch 2010.00). Cr -
VI
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM ti
OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolina
GNSS Rea! Time Network (RTN)"ON JANUARY 15, 2018E
. N('��0 Qk\nV t ON`N
UNITS OF MEASUREMENT ARE US SURVEY FEET. \
7.------ A-o. 7Aq�`
/4
NOTES: .i.
�o/4
1. SETBACKS: FRONT-25'; CORNER SIDE STREET-20'; SIDE-8', REAR-15' OR C'� R�\
AS SHOWN HEREON F,
2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE x
.t NOTED. ��
3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
N/F o 4. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND - VICINITY MAP NOT TO SCALE -
n. - m EDWARD B. SANDERS & WIFE BETTY SANDERS b PAVEMENT- INTERSECTS TO HAVE 30' RADIUS.
1 „ D.8.375 P.549 & D.8.533 P.509 0 5. TOPOGRAPHIC DATA BASED ON NAVD 88 & LIDAR.
�If'vTIG AR N{ AIIC r_I 6. ALL CUL-DE-SAC WILL HAVE 40' EDGE OF PVMT. RADIUS.
( 1INTERSECTIONS
7. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
F `
1N 4 j 0 a O7 r L E 2 I i I I o 8- DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET
Ill IN 23044; W 0976'1
\ a NTER EC ONS ACCORDING TO STATE STANDARDS.
n
- - __ 9 IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 501E CONDITIONS
it 3 N `'13 16 42 W 'lF 47 I / \ PRIOR TO CONSTRUCTION & CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH
4 N / z 1 2 1 1 W 4 7 4 J / O o N.C.D.O.T.'S COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
r [I Z 10. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
1,5 N 66 16 10 \Al j 47 04.i 1 S
1 8�'4 '4� E 294 / E- SWALES AND TO STABILIZE SIDE SLOPES PER THE STATE'S EROSION CONTROL 1
I b J 8 . 0/ 39 W 1 f 0 00' �9� /. , ° - SPECIFICATIONS.
j r T EIS * ^"^ �. \ U< 11. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
IL ' N v L C� 1 W 42 9G J Z z 12. ALLHOMES TO ONLY FACE STREETS WITH AT LEAST A 25' MINIMUM
\
I1 8 - `� 86 52 27 W 120.58' �: - '. -- / BUILDING SETBACK.
s :d j 13. CON RACTOR IS TO CONTACT THE N.C.0.0.T. MAINTENANCE OFFICE AT
L .a IN 71 r 00 W 7 .) I R `' \ 1 H4Va.ee II LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT ON ANY ROAD BED
II 1 i, ''j 7 j z-)F3 W 33.041' 'I ii \ — / I fI I I THAT IS TO OT ACCEPTED FOR STATE MAINTENANCE.
4 4' -E J / 14. AFTER ROAD IS PAVED, ALL HOUSES UNDER CONSTRUCTION MUST PROVIDE
i h i 4 Y1J 1 45 1 3 / aa>e 79
4
86' I / A STABILIZED CONSTRUCTION ENTRANCE AND KEEP IT MAINTAINED UNTIL
r
t7r) 22 ' W l 4.0 9(� ' /� k "•
`• . ` ( \ THE PERMANENT DRIVEWAY IS INSTALLED.
+� \� )F JA. „n 4, >e / I 15. ALL ROADS TO BE PUBLIC AND BUILT TO NCDOT STANDARDS.
A h 1 z' I /3, I oe>•zil�ea Aon/ \ -' 1 \ 16. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W.
`''A +' \ i \ ' / l - \ \ \ 17. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE R/W,
` ` + )� , IZ O1. - m�' \ „ + // /� --t--\� \ 'CP 1 „ / 18. ONLY ONE-SECTION CAN BE DISTURBED AT ANY GIVEN TIME AND EACH
1 1 1 U4r rl �) 1 \\ u,S \ / > / / \ -` / t o 2 SECT70N MUST HAVE ADEQUATE GROUNDGOVER BEFORE THE NEXT SECTION IS
1 o� `� - >, DISTURBED.
Lr + z' \ ` //� /'/ / / .,.A I / `\ +'0x,\ 404 DS r 19. NO HOUSES, BUILDINGS, FENCES OR OTHER STRUCTURES ON SITE (UNLESS
/ H t� :Ic3 f)J' v ) r \ (,. i /
J
"J � 4 1 )J o it10 ' / c �\ i J`'�_,�� �l \\ \ \�w l a/ y 80'4/ TG., a zo SHOWN ..
_ 4 a 7 1 \ •
" \. --� t 5 3 • 20. PORTION OF LAND 15 LOCATED IN A 100 YR. FLOOD ZONE PER EFFECTIVE
t` ` 2 9 dti' /O `i4 /\ 0 I \\ -_ i / l !\ / / ---• ( ( 8:.63;, 1 -
,0C; I / 6 \ \ • \` \ <\ \ , \ J \-- ,. FIRM 3720425700J DATED 11/03/05. THERE IS PRELIMINARY FIRM
34 1 /r W iC) 59 J / / / Z ter.=r "?� '%yp'it . \\ ,,,'\\ / _ ° \� ` (3720425700K DATED 6 Q 2016) THAT HAS NOT f3FFN ADOPTED,
''�
r i !I '/ !✓ -��%i�i- -�� / / l \ \ �(F\ 1 \ 21. ALL PROPOSED STREETS ARE 20' IN PAVEMENT WIDTH.
dv 1 7 , v IS
f ;� ii +� . N N 22. NO LOT SHALL HAVE DIRECT ACCESS TO TAR LANDING ROAD.
Al i )t J`-i / / / / \ - \ \\\ / \ �/ -4 '- r \ / • ( 23. A PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS AS
[' \ \ '+L-- � / Ny/ / / SHOWN HEREON. THEIR DELINEATION IS CONSISTENT WITH POLICIES AND
, . • , 1'1,2.09 l / / ' / �' 'xx-n g1,,g1;p� \,\ \ V` i • > REGULATIONS OF THE U.S. ARMY CORPS OF ENGINEERS. LOT OWNERS OF
z A A .� ��v ,� ° . �� AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY
4rJ ;ti E F-, l//'
P° /�'�� \ ro / \ , \ q / 1 CORPS OF ENGINEERS
z 1 / / i' / ^''+. m° i \.\ a \ \ ' 06'N </ /I "N \/ .I REGARDING DEVELOPMENT WITHIN THE 404 WETLANDS.
4 W f1 4 1 / / I1 //ice/ r 1� I r \, \_' ' '� ✓ 40 + C../4
24. PER 15A NCAC 048 .0124 - THIS TRACT IS LIMITED TO A MAXIMUM OF 20
/ �/ f /, ��I �� s.-_ - \���! ) �" 6 ACRES OF DISTURBED LAND AT ONE TIME. THIS SHALL BE ACCOMPLISHED BY
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,�,y♦isl:•r . ) 5 5744'37' `N 783.84' - n
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/�'�/ F,� /��__- - ;'Q, \ \ TOTAL AREA - 42.69 AC. (1,859,485.52 S.F.) ,�'/ ` // 1 xzr 1'-, \ TOTAL NUNBER OF LOTS - 33 LOTS / ;/ ;/ / / , 21 --- \ a
NC,.P�• �� -� �_,, \ , AVERAGE LOT SIZE -0.70 ACRES 30,458.22 SQ.FT.) c / ,/' ''/ / ;�; / �° ->6 l
�— 1\ \ \ LARGEST laT - LOT 21 (1.52 ACRES) e,///// /% ,�j�' /' %f / T )k�� --� \ \, SMALLEST '_OT - LOT 2 0.33 ACRES / //'�////f i`!. /;//�\ AREA OF WETLANDS - 6.85 ACRES f' A`"/ /////' //'// -,A \'.s
\, TAX MAP k PARCEL NUMBER - MAP 762, PARCEL 1 ��<� p r t t i ,� Set ,�6
\_�\ PIN NUMBER - 425702871687
EXISTING WE - AGRICULTURAL & WOODLANDS Area S.F. Acres •JJJ
\ PROPOSED USE - RESIDENTIAL DEVELOPMENT `Lot 1 28,213.63' 0.65 / NOT RELEASED FOR CONSTRUCTION
\ ZONED - RA - /
LOT 2 14,506 18 0 33
•
"` WATER - ONSLOW COUNTY WATER SEWER AUTHORITY -LOT 3 15.525 16 a 36
2.932 COVER SHEET
SEWER - INDIVIDUAL SEPTIC SYSTEM LOT 4 o.41 PLANNED RESIDENTIAL DEVELOPMENT
LOT 5 22.932.11 0.53
FIRE DISTRCT & ISO RATING - DISTRICT TURKEY CREEK, 150=6 Lot s 32,337.67 0.74 6" WATERMAIN 1,647 LF (4() GRADING, DRAINAGE & MASTER STORMWATER PLAN UP
LOT 7 30,753 96 071
RIVER BASN = WHITE OAK 2" WAIERMAIN 532 LF SHOWING LOT 8 20,263.t2 0.47 1
LOT 9 20.501.48 0.47 FIRE HYDRANT 5 EA I i I
LOT 10 23,234.65� 0.53 BLOW-OFF ASSY 3 EA TIDES END SUBDIVISION
E-Er'Nr). LOT 11 28,581.48 0 6s� A
WATER SERVICES 33 EA
Elr, EXISTING IRON STAKE_ LOT 12 21,851.06 0.50 �,1-) { ,1 PREPARED FOR
,,, F T HN7 Ir TAKE LOT 13 23,383.91 0,54
_ BEAVER CREEK INVESTORS INC. (OWNER)
LOT 14 16._ Z1 0.38
EP EXISTING IRON PIPE LOT 15 20,010.7.3 046
ECM - ExI ,ITNG CONCRETE MONUMENT LOT 16 74,567 04 1,71
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
EPK EXISTING pK NAIL LOT 17 39,878.22 0.92 Civil Design by: PREPARED BY
SF'K = SET PK NAIL LOT 18 16,238.18 0.37
Cr, _ (.;(.1MPIJTEr POINT DENSITY INFORMATON FOR ZONE - RA Lot 19 16,403.17 0.38 Crystal Coast Engineering P A OWNER/DEVELOPER: JOHN L. PIERCE Sc ASSOCIATES P.A.
TOTAL AREA = 2E23 AC. (1,142,585.08 S.F. LOT 20 18.925.83_ O.d3 BEAVER CREEL INVESTORS, INC.
c. = Ct.NTERLJNF._- ) -LOT 21 66,159.68 ,.sz � NORTH CAROLINA LICENSE NO. C-1888
RiW - RIGHT OF WAY AREA WITHIN R/W FOR STREET = 2.88 AC• (125,245.21 S.F.) Lot 22 47,766 42- 1.10 Civil and Environmental Consulting Engineers P.O. BOX 16ffi
Ecl= = EDGE OF PANT MFNT AREA MINUS R/W = 23.35 ACRES (1,017,339.87 S.F.) LOT 23 64,653.55 1.48 David K. Newsom, PE JACKSONVILLE NC 28541 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
MB( == MINIMUM Hi111._DINC LINE DENSITY = (1,017,339.87/20.000) = 50.87 LOT 24 58.038.43 1.33 John R. Freshwater, PE 910-346-98(0 PHONE: [phone] DATE: OCTOBER 2, 2018
TOTAL NUMBER OF LOTS ALLOWED = 50 LOTS LOT 25 46,783.34 L07
N jF = NC)W OR FORMERLY �oT 26 33,104.22 0 76
205-3 WARD ROAD, SWANSBORO, N.C. 28584 SCALE: 1 = 100 F.B. 821, PG. 66 •
PP = POWER POLE TOTAL NUMBER OF LOTS PROPOSED = 32 LOTS LOT 27 22.087 92 0.51 __ PHONE: [phone] ^' FAX: [phone] JOB #�2017-1$564 °
SP = SERVICE POLE LOT 28 16.588.96 ^0.38
E OVERHEAD POWER LOT 29 17,143-58 0.3s_ License No.: C-2553
LOT 30 17,16437 a33� REVISED
PER TRC 11 26 18
OW = GUY WIRE LOT 31 24.123.17 0.5s 1d0 0 50 100 200 400
- SL= = SECURITY LIGHT LOT 32 46,107.17 1.06 PER ONWASA 11/28/18 mis so moo oNsiminimmio
LOT 33 42,762 86 0.98 MI MI MIMI
Total 1,005,121.13 23.07 REV LAYCJT 01/28/19 r
Ri FE.ft .SE;
D8 4695, PG:187
RELOCATD SWALE 1/30/19
MP:75 PC• 85. CARNET 0 (TRACT 1)
MB:74, Pc SO, CAIIINE T 0 REV PER JEQ STORMWATER 2/21/19 SHEET 1 OF 10
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19 •*• '''' ..6s .;•,:•/' -2,,,.1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 4.4.0474
00 1 _.,. . ., •&'') I -2 :DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
RRSP= Ri P-RAP SCOUR PAD .. .
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E C.') = RCCK CHECK DAM ..A. •- -
", '•,w---."••• '.i ',:: AS CALCULATED IS 1:10,000+; WITNESS MY BEAVER CREEK INVESTORS INC. (OWNER)
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L• ? o‘o THI S.L42__ C A Y OF _
, 20_7_ . STUMP SOUND TOWNSHIP, CNSLOW COUNTY, NC „--v-v-v- = SEDIMLNT TRAP/BASIN BAFFLE Legend ii„,.,
PREPARED BY '3 4a.-1,,.•
-6 i _________ JOHN L. V.140*
- . PIERCE & ASSOCIATES, P.A. .,ff(L
o ----\--fa . PROPOSED CONTOUR vv/ELEVATION 7) " -..--°:";. ;
2 1 CXiSTING iV,OPOSED ,4:`v'IP
& 1 ''''' Crystal Coast Engineering P A, ., . JOHN L. PIERCE P.L.S. L-2596 NORTH CAROLINA LICENSE NO. C-1888 t.....
-0 1
?" 7111 Civil and Environmental Consulting Engineers 409 JOHNSON BLVD. JACKSONVILLE, NC
WATER . 1><
John R. Freshwater, PE PHONE: [phone] DATE: OCTOBER i '„-: 2018'I'''' f David K. Newsom, PE SCALE: 1"= 60' F.B. 821, PG. 6F•f7`,I:
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(.., FIRE HYU-,,,,...' -C(r1-1 -44 I i Cf :, 205-3 WARD ROAD, SWANSBORO, N.C. 28584 -,,,,!-:!•1,
JOB #2017-18564
,
BLOW-Ok l'OSY. X-o 044-41 . - A
‘ BUSINESS LICENSE #: C-2553 BY:___ _____
JAN 3 1 2018 '
,
E , WATER SLi,v ;;E 0 --4WD GRAPHIC SCALE
REVISED OWNER/DEVELOPER: X",Al•
5 - ST. DRAIN '.,..z.-,e os noted) BEAVER CREEK INVESTORS, INC. 60 0 30 60 120 240
E
PER SED EROS 10/23/18 4,:.
co STORM 0:., , , INLET 0
PER NCDOT 11/19/18 JACKSONVILLE, NC 28541
Sewer Fo;,_.-: ,elon — — None Proposed 910-346-9800 •.,..
0 PER TRC: 11/26/18
z I : ii-41
r_u $ Sewer Fot _ ,.., Main Manhole ® None Proposed PER ONWASA 11/28/18 ( IN FEET )
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REV LAYOUT 1/28/19
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UNITS OF MEASUREMENT ARE US SURVEY FEET. I
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:.:. .4. ' '-'1%, '' . I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
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409 JN0OHNRTsH0NCABRLOyDLI.NA LICENSE NO. C -1888
JOHN L. PIERCE & ASSOCIATES„ P.A. ,
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JACKSONVILLE, NC 28540
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Crystal Coast Engineering PEA. JOHN L. PI P.i_.S. L-2596
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John R. Freshwater, PE ,
WATER VALVE IX 11110.41 PHONE: [phone]
David K. Newsom, PE EL .,.,:-,..":,'..'.::'
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BLOW-OFF AG,,,. ><-0 04 41 J) PHONE: [phone] ,--, FAX: [phone] JOB it-2017-18564 2018
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E.O.P. = EDGE OF PAVEMENT --------, _, ( , LI S
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\ ....... ..---
D.E. = DRAINAGE EASEMENT
404 WE',LANDS CP 1 al
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S.S.E. = SANITARY SEWER EASEMENT
D,U.8cA = DRAINAGE, UTILITY dc ACCESS
U.E = U TiLi 1 Y EASEMEN T ..:.i-' . --- --- -- --. 7 7 •- .---. \
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,-__, -, ,,,,... 1 1 \--— \ ,9
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. -'r.----
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_ ,, NOT RELEASED FOR CONSTRUCTION
,.. '''''
eat& aNtroNNEWS = IN NNNUNNN = LIMITS OF DISTURBANCE T6 • \ \.--"' — —-' 404 WETLANDS -- .., , „. , WATER DISTRIBUTION PLAN
— --- -
— — — — — — • — — PROPOSED SWALE .. ,,, - -... ....-- --
- _ . ---. — — CP N k - ..,,
\\I . I.-I..,-, ,,, & SEPTIC LAYOUT PLAN
• CBU = CLUSTER BOX UNIT FOR CP --
---. ---------.......---• ..---......
. _-
--- -- CP L.7:.3 L22 -,
- N.‘ *c", '
CENTRALIZED MAIL L.25 ----- -- --- • -- CP -,."•• 0 ..,,,,,t ,:11,,,-,„ .•) 4,, `:. PLANNED RESIDENTIAL DEVELOPMENT
< --------- -.7: ? •*.c .' ''' -r*. -.' --- I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY SHOWING
Lo RRSP= RIP -RAP SCOUR PAD - •••
- - , •t, : -
CP MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN TIDES END SUBDIVISION 44'LL
,r; -- HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE --.,
D -OR 1-
CLEARLY INDICATED; THAT THE RATIO OF PRECISION PREPARE
Fp' = ROCK CHECK DAM AS CALCULATED IS 1:10,000+; WITNESS MY BEAVER CREEK INVESTORS INC. (OWNER)
.,,, ',,, ..'. , v
co 1/ I ‘`. ORIGIN4SIGNATURE, LIC_WE NUMBER ANZSEAL
SEDIMENT TRAP/BASIN BAFFLE -----
,ht1, THIS_ DAY OF , 20 e,t STUMP SOUND TOWNSHIP, ONSLOW COUN i-Y, NC •- ,,,-..-..,
•-tct
Legend PREPARED BY
„..... 4
'
„ JOHN L. PIERCE & ASSOCIATES, P.A. 4,4','"'
.“ ' L=IN.Q. FROPOS:D '::4; Crystal Coast Engineering P ____
Civil and Environmental Consulting Engineers
I •A 111 JOHN L. PIER...',E P.L.S. L-2596 NORTH CAROLINA LICENSE NO. C-1888 , -,.,
/ \
WATER Nim.'. ,",ize c....- n..ited) W.M. _,.__9.". WY: _., -
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
- .1 ••-\
to,44" John R. Freshwater, PE PHONE: [phone] DATE: OCTOBER 2, 2018
a. WATER VAL._. i>.<1 >4 / David K. Newsom, PE
<--
)•\ - -4 SCALE 1”= 60' F.B. 821, R-Cv...--4..‘•- ?p I'VE ::
FIRE HYDRA.. - - - FH Ai ' , / 205-3 WARD ROAD. SWANSBORO. N.C. 28584
,...i 1 L
PHONE: [phone] -• FAX: [phone]
BUSINESS LICENSE #: C-2553 JOB #2017-18564 1
BLOW-OFF ,'...,..,Y. >1'3 04-2' 00e,
JAN 31 2018
WATER SE, ,,,,...L.- GRAP..IC SCALE '
O ti ,
t7) REVISED OWNER/DEVELOPER: %
.... BEAVER CREEK INVESTORS, INC.
ST. DRAIN c;...ze a s -.ued) .. PER SED EROS 10/23/18 60 0 " 6° 120 v _ • __ 240 ,:`, -•:- 1
STORM DR;.„ , ,1`41.1.T 0 0 P.O. BOX 1685
co
PER NCDOT 11/19/18 JACKSONVILLE, NC 28541 ,L,'*.0.._ MP :-',.' g' 7i-te'.. 74-`','
Sewer For .e. ; in -- --- --- None Proposed al ' 7- - ' MI. ''.,-,,',...,,E'W.-41,6•,,,
O PER TRC: 11/26/18 910-346-9800
z None Proposed
Sewer For.-t, :,.loin Manhole ® PER ONWASA 11/28/18 ( IN FEET ) ,,a
,,
leret,
REV LAYOUT 1/28/19 1 inch = 60 ft. SHEET 4 OF 10
CL 0
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.�1 V AND LJ SLDI\IEtvl �T5�1 V Eki I .v:; ROAD 1F &
_._,__ TOP RIM OF L l I\;i .__ IN ONLY W WAVE ASPHALT MIXES ARE ACL£P,A&E ere a. seAu_FURNISH NCI)
I UWNfR WA APPROVED Mix DESIGNS FROM ASPHALT SUPPLIER. i"?NTRACTOR'S SUPPLIER
::::•:::,7.•,_,L",,,,.,,
.q - '� *,ALL E PLOxvA CERTIFIED
TIVIBES AASRAT PI ANY PI A i3YT riNi QUALITY CCam TO RT G d QUAJTY CONTROL
i `� I_ NOTES iI I Ila1 „ -22
-..."-"E.e
� �,-ram
I. 1. .Teat control devices and structures strait be installed, STEEP CUT OR FILL SLOPE -, �_ 1`'„ - ��-e -III--r' Ss � = tHE mum ea.SHALL. PROVIDE a CERTIFIED oMs ROADWAY PERFOR TFl ',1 AN AT ALL TIME
r=1 I I_i�I �I -I i CURING Pt �- iaF'NT OF ASPHALT. TECHNICIAN SHALL, PERFORM A I._ TESr7NG ANt9 '-.
rr �-nined and amended as needed to provide effective �/" f 111=11-',- 00CUMENIAIION AS REQUIRED BY NCDOrs QUALM CONTROL Pf,.t..NAM --^A-_-J M
a ni of accelerated sedirrle,':tution until the contributing err _.., ,
" ` �fll-f �._._ 2 1 SLOPE r
c/L
a reds are stabilized. R yy R W
2. / , -11
1 el iction_St 3eitlan : I � 1z_ iII- (MAXIMUM)a Nc'y Engineer, Owner and Land Quality Section prior 'q'11=1_i� ( -
gyp' e
.,ti l l{�. - r i
to toll stabilized
construction.
In.:, stabilized construction entrance. I r-__eel' NOTE: RIGHT OF WAY
51it fence, temporary diversion ditches, and sediment traps strap be installed wrrere shown 5D' MIN. CROSS SECTION A .t� TApILIZE ALL OIVER:aiON DITCHED WITH ryti `
ere.; on all down slopes of areas to be disturbed. Follow maintenance requirements as stiawn on a 6"MIN. / LENGTHI 5' I v
I
, t` a details sheet for every erosion control measures. •' THICK TEMPORARY SEEDING AND LINE WI "EXCELSIOR ____-____
i! �� 8 .� 20 6_ ..., ,._. I ,
f:;• ;vats temporary sediment traps and divert all surface \GEOTExT1LE CURLEX I" EROSION CC NTROL BLAt JKET C12 SHOUII:t.t PA✓L,P�Lr•;r �..SHOULDER C:ii (
dr<,;nage from disturbed area to sediment traps. FABRIC
:t,:il Proposed swales '.,sing Erosion Control eloniiet as shown on detail) or _ en_all feeek EQUIVALENT. 14_ _
20
p
r ,e_:k Damns. SECTION L_.n._`____ it
install Stormwater Structur es and Inlets Protection. I--e -I -i ( �-
Complete rough grading uctivltles. Mau:tarn erosion control devices as asory. 1<' viler'.
4' PFP FT �/
Complete fine grading activities. instal surface treatments (ash, taL. r+vtE) I UP SLOPE TOE \ POSITIVE GRADE N.
n ` -"'- -a \ rvp r
(asph,
or A.B.C-) as Irldicoted.. -.r
stabilize (seed and muter,) those areas not to be paved and/or built PLAN
upon. Provide Temporary Seeding if not in recommended eeeding tile eee.,
C nstruc;: r , ifs attars / j
dates for Permanent Seeding. /' - / / ' - /' a 'Fg.SA
Maintain erasion control measures us needed to assure 1. Stone size - Use Mbrie• size No. 2 (2-1/2" to 1') or AASHTO en'
_t_ _ •
full functionality. designation M43, size 2 ( 2-1/2" to 1-1/2"). Use 1 �t � ! rc e.
1f�un stablizing site with permanent groundcover, -,emove seed- crushed stare. SIDE SLOPES r 2' tt4;,.. Typical V u 1 -d 5 a c Detail
TOP RIM OF G' C I AlMe n M ;
ir:d re-construct swales per swale detoil if necessary. g2 : 1 (MAXIMUM) I �.e
Sme', fertilize, and mu[ , ; 11 disturbed ;;teas within these k�ir,efiames: 2. Length - As affective, but not less than 50 feet. \ .
l ��
3. Thickness - Not less tF.,. , six (&) inches. . NO SCALE r r
*self aiNG OF PRGWLCT T COMPLY W1Til THE DESIGN STAND i:JS IN SENSITIVE WATERSHEDS"
4. Width - Not less is t Mil width of all points of ^» t toss ..% "act n ........__--
ingress 4r
or agrees. Mln:r,,,,rrr of 12'. �� � -V - NO SCALE
5. Washing - When necese y, wheels shall be cleaned to \ - . -
�[_"1r _._ ekes, swales, STq-iLiZAT10N TIMEFR E EXCEPTi 1#S remove sediment prior ;�a entrance onto public right-of- 'S sk` `.__.. ,S,
*Pr dikes. way. When washing is squired, it shall be done on an STEEP CUT OR FILL SLOPE- see `'� `. ''. ��� N '."- - N `��, ��
dit< r:1 slopes 7 days None area stabilized with c,.s.,ed stone which drains into an i ` `
approved sediment troll, or sediment basin. All sediment �� e, se, see ` �s \i\ - - 1
•Hie ;c:;t Water Zones 7 do None Width I
y Ysshall be prevented from entering any storm drain, ditch, st---s `Z� sSe. ���
I *SI eteeper than 3:1 7 days If slopes are 10' or less in length and are or watercourse througi', :.-se of sandbags, grovel, boardsN, sSe, see- % ` - -% `� Overfill 6"
i not steeper than 2:1 14 days are allowed or other approved metr,c•ds. Min. &' n. /For settlement
6. Maintenance - The end mice shell be maintained in a (• B'
ee
condition which will pre'e�nt tracking or flowing of /\ \ ..;:-la\ •
L - ,
• •L;;,., ar flatter 14 days 7 days for slopes '}teeter than 50' in length sediment onto public r e es-of-way. This may require \'\ f �f-h
periodic top dressing e:.;n additional stone as conditions \ �- PLAN VIEW _ 1.0 �`.w-- • I 4' Min. I
*All ear r€,as with
demand and repair are, Jrsr cleonout of any measures used to
slope �,', i time >:1 14 days None except for perimeters and HOW Zones x ��, ,,�.- �Slo1 Sided!
trap sediment. All sea„went, spilled, dropped. washed or . ,✓ Slope =;/
! L. Upon establishment of permanent groundcover, remove accumulated tracked onto public ri<,: .s-of-way must be removed �a ��' d �� Filter - Max. �/ / is x`' CfA�`�"000" r
sediment from sterrnwater storage
3. � C, ,, ,Ifieatia� � . ��,N;>," !:::-AD TEMPORARY DIVERSION DITCH '�
ire-t ,fl necessary mechanical erosion and sedimentation control practices '
before seeding, and complete grading according to the approved plan. �! n n i.r n�� x
"+• PROPirR INSTALLA,;:� f C=U I '� '
Temporary Construction '
orn cI d fertilizer needs should be delrmined by soil test. Contact ' EMERGENCY SPILLWAY SECTION �` /
4 fief a ''':anal infurmoticwr regarding testing. When soil test ore - ----- -
of e., fc,'ow rates s_:gges°.ed on individual specification sheet. for NO `SCALE 1. Remove and properly di •rise of eii trees, brush, stumps and other 6" Min. 1
)s ?s}r=1 mix chosen. Apply lime and fertilizer and work into 4-6 inches of objectionable material CI.B,.
so by disking or other euitable m,:ans. Operate machinery on tare contour. 2. Ensure that the minimur,r constructed cress section meets all Length 1 5' Min. �l.0' Min. .:• ,
When using hy-traseeder, apply lime and fertilizer to a rough, loose surface. design requirements I �/
Silt FenceKOMI JOINT
3. Ensure that the top of tee dike is not lower at any point that the --nAAT
Complete seedbed prep�ratiun by breaking up large clods and raking into VEGEiA:,VE STABILIZATION Baffles - hlLax. t:CLg�- (" ++oat
o emooth uniform surface. Broadcame seed into freshly loosened seedbed S`` design elevation plus the specified settlement -'1' �+ ��Filter <'•y + I � t
PER uiNG SPECIFICATIONS i
1 that has not been sealed by rainfall. Seed mixture shall be distributed 4. Provide sufficient room around diversions to permit machine 2';� Fabric 5"Max.
uniformly and covered with a clean straw mulch. Ail mulch shalt be crimped 3 i [- regrading and cleanout n- 4" Outlet Pie °'"rT`""' `"'` "'"'
M - to(ti'fl.Cl F°iF CAi N'.k+.- ei-en„.... Ii.,3r�1 PIK 1AN=MAN SHOWN.
or asphalt tacked to help hold in place. Material and application rates I ( I i I 1 1 �-' I 1 1 1 I rl 5. Vegetate Ehe ridge immediately after conskruction, ur;!ess it wiN - r ;.
GI ; follows:
8• MIN 1l i remain in lace less {:ho;i 30 working days. 1.5 Min
G. GYP
1lli.�sl lllll �
I iNSPECTiQN AND MAiNTENANCE Natural Ground
ltI r'=:;izARY SEEDING I I i EROSION CONTROL BLANKET r
1 <a<ui}I Mixture: Win ter/E<erly Spring Summer Fail --r I <CURLEx I OR EQUAL) - PINNED Inspect once a week and after every rainfall. Immediote,y remove sediment Faircloth
I ! t,ye?Lee) Rtiaa(Ib/ac) R,;r. ;^/ac) AS NECESSARY TO PNLVENT MS- from the flow area and repair the diversion ridge. Carefully check outlets Skimmer (See Sad
Lye
F yc { rain) i -0- 120 LODGEHENT. and make timely repairs as needed. When the protected area is Trap Schedule for
permanently stabilized, remove the ridge and the channel to blend with the size orifice$ ,
I I Annual i_espet (Kobe) "�c> -i- / CROSS-SECTION OF STONrEE. OUTLET SECTION-°- -0- Kcal Roadside/Conveyance Swale
German millet - . - 40 -O- Typical natural grade and c�;.loprintely stabilize it.
s,�.
Per;MANENT SEEDING Nam. SCALE Detail
s,;tdln..� Mixture: Skimmer Sediment Basin Detail Skimmer DC ai
4cies Rata(,fb1ac) -�Pensacola Bahiayrass 50
NO SC; �.� N0 S0ALE
C.:srnmon Bermuu,.gres:s 10 �vEGETArIv£ IA=:; :cA5ON
¢p (,termer millet 10 PER SEEDING SvE( I;CATIONS
iSeediry Notes:
1. Where neat appearance is ds.dred, omit sericea. T�. T i i I I ] III �1 i I I i
r'
2. Use a comm en Bermudagr:,ss only on isc>loted sites VARIES 1rw' MIN 3 1 •
where it cannot became a peak. Barmudagross may
(SEE GRADrvr� P AN) 1 1 • d hh ¢t AF NOTES:
tee replaced with Ib ocr a cents ode rose. ''
P / p 9 I .� irl i ' r �:
e I. BAFFLE NIAfl'aa 11.SIItH LU l;},NI , t l'I I) \7•"Pill Boll u\i,�:'�U:�(iJI :;
� 111" �� � - LrSIIv< 51.yf'I I SOf:lit iRl tit ,1IVGASIUR��l1 1 I1:�y('I
Y,'� Dotes: , ! ! 1 1 ! I � 2. NIOS'I OF 11i1 tie 1>1VIf NI \\ill A I t NIL,I Al[ IN lilt IN I
\1, r"'
EROSION CONTROL BLANKET
• WHICH Slk,l 1 U 111:IZI .\I)il., \ I l SSIIli I 1(4 MAIN I I \.\r1
i l..iril 1 - July 15 -\ (CURLEX 1 ❑R EQUAL) - NT DI ..,.. ,..- „r„r ,may, y;... ,,,A. „ - - .+ 3. 1'ldt ntIIDF 313.\i.Iles(1-,S1. i .tr)II I,i.es I'II\\2(i1.11.,I iN LIi Nt;Iff).I'P.UNIi)i.
AS NECESSARY TO PREVENT D[S ,';' ,Y rf !f i. 5 HAFF'LI.S 1 I}R DRAL GE Aki.,A`i GREATER i.l i:AN it)A,. Ilia.
Sr~ii !?triply lI ants: BOTTi;is vAOTH B LODGEMENT.O � ': 'w+.,, "`�°?rr$`: _::_ •� �y,�.;, 4. 13:A1'f1.1 S[LAI i.11 700 i :AI;t'uit� K()Sir)'v 13i;ANhI�.�I'.
Apply time and fertilizer according to a soils test• or apply Di-.2
y INI,L7] ZC)NT, Ot ' S. Pr)PS ul'[3:vF1'1,1 5 ShIOI'I,D fi1.21y('IJI(S f Ovt1'.R iI1:AN'PHI luPuF ilil{BERhIS is
A,+)04 ibjacre ground oy iculi�a+.�, limestone and 500 lb/acre 10- MIN. t ^ is «.F .. ,-;;.,,a 6. INSPECT B,N1,1.I1S FOR RI::i'.AIR")\I..L�A'WEEK.,V 1.).APIi.RE.yCIIRAINi:ALL
r1--10 fertilizer •wr wn< �-� ., we.» ..aaarri" a'�
Trapezoidal Conveyance ace Swale \f _.i=?s;PERPENoicuLAR TO FLOW)
f �, \, I v r f rather I _. _ � - �� ��)�
------------- -� -� • 1 (Mi A X.)
r,r>ply 4,CC0 Ib/acre grain straw or eq'.Irva eat cn a o o -
suitable mulch. Anchor by tacking with asphalt, roving, netting, 4 - , . 'I kk
\,r by crimping with a rnuich anchoring tool. le Details NO. 57 STONE ••,.-•---1 , 1 I •' y "Y .. I f '� M. 1 d
- 1' THICK • � - ^ .
Mart{E:r+once: SCALE N 41411141 :
h;efertilize the f:A'lowinApril with 50 ib/acre nitrogen. Repeat '� t
g
as growth requ;,�.;. Mav as often as needed. I'f,lvN VihAV (. r I '� `'1�r'i'1ON
/I),
. 4. Contractor is responsible for maintaining all erosion control �-- .W.•W-• w Z SUPPORT ROPE; 51'i J OR i ION I' `
rneor.ures and for amending measures as required to prevent iGi,' TYP. 100' TIP. M TO WIRE I-t) 24" iN 1I O iitl'li,,\1 S I \kI Ir)
..':.':-•'_.,'',•,',::„..,:,',:
accelerated erosion from taking place on this site. 11 PRE�•ENT SAG<IINU OK S11)1, s('l i t RI \_1 IIZI�,
5. Cnce all areas have been stabilized, contractor is to remove 8...40...t„,
si - � .� I / \ \
testab,ory erasion contras rvla sores, ,eyrudis, 8s mulch to PI -*.� _ ---"______,F.7"-
restntyii;ze thaw areas. _` - !
6. Fa ^cI=?;tionai requirements, See the approve;} erosion CLEARING LIMIT (TYP) � • • I•I �CEANDFA13RlC - _
*erne s..a•`srSa■ r.pa•ra►t.♦ra■ a�a • • S ` i'IEDINTRENCII Ff' S I
ors, .,_..'mentolion permit. • tSTLELPOSFi
-�e"-� � 5
e
o d
- -; -�FAGRI NCM EQUIVALENT(E7c.RED MtR3n C Coe. "d Esi 1 OR Sltl l l.,AR.S PAPLED OR
FAFIft1C EQUIVALENT 5xt�.'RF.IT Ta CEO- F A -�I C 6"N('„ I NCH.
varn r+ETAt CUPS CM wE AT a" OFF Prop. Prop. I `N 13AChF.I I I u.L\D lt!.�;�:iLU INTO It(>i'lOh1URSIDP,
/ ceNIER. N Home Horne CLASS "A„RIP-RAP CO'.t:., •J D
• t2 ere r e'er` aR Vxe *wee wet" Hooke. '.iwr0 -_
AI\
PRLFOR,r O i5NritLS ON METAL PoSIS. 7 -
'r" • MAXIMUM SEIYMENT sToRA%"'E LEVEL. REMOVE 1' MINIMUM 4' MINIMUM SECTION V1FW .A f OPINING $
%•:0IdENT WNEN THIS ECM_IS RE ACHEll �'""-'-"""'
ar As oIREc c uY rrvsFECTOR. R/ R/W __ - /
•
: mm r sediment Basin ale. Detail
" ° %/ ---ROADWAY---- - ; v.,' e .
I, ; 1, -- ROCS CHECK DAti9
NO SCALE
1 � t
•
_ Q
__... y� `�/ `N Nti1: iG SCGie ' rye c Coast . d' e n I P.A. �; �s
1 • �. r -- t 1/2" MESH HARDWARE CLOTH 7 r..I rn j . t� �
. Typical Lot Cone sguration .:. ..- -t�. -;i� � d LL,
Civil and EnvirorzeritIl "oi, Ling Engineers
12"min. of NCDOT )
i l 's• • tiInI oC t
is NO SCALE or #57 washed stonne r.. . . . '(- �.) r =' David K. Newsom, PE
„1 tit 1. r_ ZOii,' _ ` \\ John R. (=r l�vat.y- PE
Yu µ 1 : ft •:•:* , \ ,
f=`{-= o FAX: 910 325-0060 �.
-.� 3600 cu ft/acre t 5 ft MAX % \ 1 I J 2G5-3 WARD ROAD, SWAN5B:� O, N.C. 28584
_ ENS /�'""�" I See Schedule �=!
1 2Q PHONE: (910) 32� 0006 ( )
,� '''':::,:
n••� ;'a �?� ...le:.. I License No.: C-2'a53
•
I w- NATURAL GRADE • V �� F l i:' 'S • s I�//���
CARRY APPROXIMATELY i2" aF FABRIC INTO TRF..NCkl, ' • �
- _- • - - .. ^-CaVLR TNT}I salt AND rAAi€' RACICFli.L• �a --_- ' •\ "T � ��� }• -'' .'.,.1,C .,,,..,, / ° 1
OEVELOF ER:
I -.: ` - '; ' i If nnRR rr CONCRETE BLOCK BEAVER CREEK INVESTORS, INC. :r
1.5 ft I" FIi TER FABRIC �') iJ _LI U I]L I][ I 5 y`' \ BOX 1685
• ,. CAFt{iY B'OF wiR;=INTO t12ENai, 'T•� �� ♦ ♦ --
� 5 • =IPe �,,S lJli;III IJU U / :�: '\ �� 1� REGRADE DITCH JACKSONVILLE. NC 28541 t,'
MINiMiid ;, _ :...... DETAIL E Y 910 N-580D
i < I see schedule CROSS SECT',ON %/j�% `�
SitrX. POSTS A7 d'aFb'Cidr''fE.Fe MAXIMUM. - _ / 5 ICY o+�. ;, J�
•0.4 (/i/ / i. gi ceanAcrca ilu , \ TO PROVIDE !`, ,I I-
%- 1 , / /�A\ su3c..,,,k , ,a , PGS/RVE DRAINAGE
r ', " -X, DROP 1 o' SHOWING .;
- ` `e�ri�•Y�ri DESIGN SETTLED \ !; MIN 0`"` Ri 1LL b" Y I INLET i � A \ 19WT 1 C. )t, 1.SI
TOP ,- i I Pavement S_-. e �� �T- TIDES END 5U13i..+l V �IQN �,I
D \ FOR SETTLEMENT
Silt Fence Detail - -• : - 4 .d,� 3--
: - \ /Ci�C`\' A - PREPA(cEC� FOR AgO
��
/ \\ " REGRAOF DITCH
-__.-__ ----__. '1 ` :_ -_ ,_, s ,,a WASHED STONE ` s ^ ; \�, 4E � � ; /- �� BEAVER CREEK INVESTORS INC. (OWNER)
z TO PRG�riOE ti G
si 'v0 SCALE
POSITIVE DRAINAGE • ` St_gyp iI-IINL_I i;;, , ` �; (Wei( t ?- Ih11 _, >ii. III I ,!,. . -6 �, �= STU SOUND TOWNSHIP, ONS OW COUNTY, NC
INSPECTION AND " F TENANCE 4 ft We i �I 1 �, PLAN
ree :� fi t III-_ , 1 �' ,,�,I, .,� R/w F�
e !respect once a week and after every rainfall. Make any required repairs A?Tr-I t 5 ft � ��.. , -I1!-- ��
i I �, I/ s/ p PREPARED BY / /� P.A.0. mmediately. Shotila the fabric collapse, tear, decompose or become eles7r r MAX -'-- -'i " .�' _ r 2'1 SIDE #5 + i� " MESH HARDWARE CLOTH E f LiV it L. PIERCE ASSOCIATES Il1TESr i r1
<- provide a replace it promptly. Remove sediment rainfall
itsan CS necessary to 1 1/2 0 FILL .I T.:-,_2� B . SLOPE MAX - _ f
- provide adequate storage volume for the next rainfall and to reduce r ' tom EMERGENCY BY-PASS WASHED =r- t I G/L �/ NORTH CAROLINA LICENSE NO. C-1�3 ,ij
a pressure on the fence. Take care: to avoid undermining the fence during Rife TRAP 2' to 3.5' 1 V t-k I i;- \1.1 SIDE SLOPE 6" BELOW SEF LLD TOP STONE II 11 _ - I I I EA_ 0P-
cieanout. Remove oil lancing materials and unstable sedimenk deposits and 1/3 D INSTALL GEOTEXTILE FILTER
MAX of DAM
W .----------
re, 4109 Jt HNSON BLVD. JACKSONViLLE, NC 28540
____
(TYPELAPER FILTER FABRIC UNDER FABRIC ( ` 0
bring the area to grade and stabilize it after the contributing drainage (� ( -- Lit IPHONE: - , 2 1
LAN) RIP RAP - - �..I - _ t I I� R -
:W c,ti+ has been I;r�,F,:crl., sized. ,r:r_ 3 ft MlN t � '0 'E• 910-346 9800 DATE: OCTOLEf� 2
8
-, _. .� ,:�,d ILW NATURAL GROUND - / -r 11 _I I I _ u t
t - - _iE1=1i(-I ' A1CH BASIN �' iI1=i11-Ii -=ili-lil_ SCALE. 1 - 100 F.B. c321, PG. 66
.T � STONE SECT '`JN r / PIH VARIES / Entrance Detail
`1/ -. --1/3-- 1/fi
te
I . 0 = 11151DE DIAt,,IETLo Ot'.MS I I I I N3 SCALE __ _.� JOB #2017-18564
pF CULVERT ~ I »
` _C IVENT�O 1 ,'�" POR Y SEQi;� ENT TRAP SECTION A-A ♦ G
C 2. tv111Jir.IUM STOiIETN'.i r IIE,a I t �o��
T';\'O TIMES ��:FI D Jk - i O NO P c r � t t ,-. ��. t,ittei � �*
TOTAL LENGTH AL` DOUBLE CO�`JCRE E BLOCK FILTER g
ee OF TRAP
RipRap Scour Pad LLT FENCE BAFFLES TO HAVE AROUND DROP INLET
<> • 1 s"SLITS SPACED 6"APART ® fi"AeavE NOT RELEASED FOR CON
NOT TO SCALE SHEET 8 OF 1Cl ;
cn M NO SCALE GRADE.
-
w
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it t
.
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.,:.� ,j,:way',ya3,Y6i,7ikds."�.'.+'3,1"4�>",.n::�+'....•.r.-...,....�W•_
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c
',L..:.,�. _. - _ .
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-:,aW1YYY.ascaa`5". _ _ _ _ - V
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TEST PRESSURE = 150 PSI TEST PRESSURE 2 w
PSI
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•
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n1TiENSIONs <FT) VOLUME o J
POPE TYPE T DIHENSI +S „ . OLU1E • e c� m
EQUAL 1 � ¢¢ `t w to a1
SIZE FITTING k' ri Q ¢ w
SIZE FITTING CONCRETE ,1 k Z 0
L: / CONCRETE RP( TYPE i w o z w m ca w
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. 11 + ---- ---- -�-- --- II 1/4 1.00 LO, 1.00 0.04 - -
i
/ f_QUt�;. 1 I �' O z(...---Li m> 0 - ___ ._. _...-.. _
• Ifs ¢ a Jz
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i I i .I! INCHES INCHES _ ` w �' J-W ��_ __ _._�.__,_
45' L00 tA0 1.50 0.06 45' IAO L� _ i•30 I p.06 O
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f„ \ ,a ^^ "v f 40' 1.00 1.00 2.50 0.09 c w m >zjzz,
J• T, SEC. NLiE I ! TEE L00 1.00 2.00 0,07 TEE i.30 1.50 ^:A G:-� aZ J f a p w m RESTRAINT GLAiJD,10 �` EQU+;L 1 ; 2 cnpwa WmJr ., i / { 90' 90' - cl 2 z w o vi ¢ _I' ./ , I 11 1/4" lA0 1,00 2,50 OA4 Il 1/4' 1.00 1.00 50 } 0.09� ` mz Z a a ¢ vi a.... 5
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INCHES P z a VU UwQQUI_ i. -i I 3 I,uu 1.00 I 2.50 0.09 INCHES 45• 1.50 1,5) r..50 0.13 ' i N Q o a O m >EQUAL - -' - z 0r I a _ _ _ _1 11 11• ' I I 50• 1.50 1,50 2.50 0.15 90" 1.50 1,3,' 2.50 . 0.t5vl z s N w ww? roZ a _ "� `_i"li I.: _,_._....- , : ..,, ,,.,,. �,�„,.,,,,,,,,,, -- - ___.._. _ r_s t.l m O 0 a wm q v���� T , Z 2 I v11_ `� (._ ! 1: =_ __ I EE 1 0.
.50 1.50 2.00 {{ 012 TEE 1.50 150 , 2,00 012 Z Q O w - - WI _._ -_._ - ,_..- �`
It, 11 j .. _. 6 __ i_. ? . ' WW Z -+Z Z NV7 0-III : • __ - - 1 - ¢ - :.:
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zQCowI
��. I :.: I I_ 4' 1.50 1.50 2,50 Rl5 11 1/4" t.50 l50 2.50 0,15 o ao o = oOmzi • II- �� ` 4 „9c.• WmWw�w �wwgJ wit ,I » t_ w. NIW „9 `-- I - oo LLz �Qoa� v, w a, 6 ._._ ISO 1.50 2.50 0,15 22 1/2' 1.30 L30 2.30 0.l5 •, v ,-, c; w+- La.l i 1 c .._ o o wINCT .:. 45' 1,50 L50 2.A 0,15 INCHES 45' [,50 1.50 2.50 0.15 a0` _ O- o a.z W D m o NUNDiS IRKED SOIL-_ __ 4FOR ±EN (( ? i, 1 i J 2,00 2.00 300 0,28 90' 2.50 2.00 ; 3.00 0.33 w ~w ¢ ?Q m a© O ¢ Q, = _ 1 � �- O z J� � � cv ww� ¢ p .,X., BAR I- l'•:.'''''.
`__ "",....___ �+ 1 ' xV7 m� C7 C•7 F- � N �LL.IOW� O ¢ InJ ,tom `. , "in. rt. 2.00 2.00 2.50 0.23 TEE 2.50 2,00 1 r 50 0.c m wwm : ' tJ - LL ��° 7 � ..: �azQ C_i � �: ,Mr � �iafYQW Z Z 3i �J ',' � �I $
Q ti rr] ,D ^ O tT a w Q Exvi:iu
Z w ;¢ •WIDEN TRENCH TO ACCOMMODATE - • u. i/4' 200 2,00 2,50 0.23 11 1/a 2.00 200 ? 2,50 0.23 « z a (� ¢ ¢O c c7 0 O v. •ANCHOR IF RI•t:IUIREDi ? n w o (Y cn - m > W u1, :'''
(!1Cjx -- } I �,z o Y rr o m iliF••,F-� - Q. >w }t�i 22 1/2' 2.002.00 250 0,23 22 I/2' 2A0200 2,00 023w w O w z w a ro Z i w Cw7 C:i
8 8 maD wm J w O
' • :- UVCHES INCHES }I U45' 2 00 2,00 2.75 0.23 45' I 2,00 e.ao ` ?_.73 0.,:3 ��. r z o r J x + J CY<L O 1 C+:.` =ii i. TRENCH WIDTH I I- vl- r +£: Ii=I- I� ; rRi�SEtiC1,,. - - z w a- o F= :•.I ,� �...- C\�• 3000 o o T o¢ z <� a w -'�IN�VRr ;9 •2.00 3.00 0,39 90' 4.0 2,00 3,00 0,50 ! O ¢ ¢ O a a m J
y��• a L�
t = wa r•' C1
O W V)I-V) X000=Qw r,J • . ,..i . .I''.' . .f'. .•, ' •;� C�J Iv')
1 -1 1 1-1 -1 111_ t TEE 3.00 2.00 2.50 0.32 TEE 4,00 2.00 i 2.50 0.42 1 z w w '� . I ••
1 iI 'li ` ( II-11 �� m o �`�z �> �isai:Ocwn wciro 1
�' I -� -11 �" MIN t li 1/4• 2 00 2.00 300 0,28 1. 1/4' ' 2.00 2.00 I 3.00 0.28 % � '� z z m= w �w o >w w 'r I CT7 C'.
_� i I / w J 1 - > O v C MIN. _ S" MIN. r_
I I - I _I f �'� • 0 ¢ �_ L�a cn m.--1¢ z:- n "Y BAR i. CyILI Li l
1- �\i � Ir a Q o J a¢ CLEARANCE -�i3" ARANCE
- t.
1 - :11 / 1 -� 22 l/2' 2.00 800 3.00 0.28 !/2' 3.00 200 ; 3.00 0.39 cv .• w t` = U ¢ a- F `+� r,/ i 12
!1V''''A
J- •-"" :._,;�a w..., = 1 it_I INCHES 12 S, ! __} N p rA r' z ., o z w a¢u",....) C_ INCHES �, + ¢ =N JRCING REQUIP,EMENTS Mi IA :7 j45' 3.00 2,50 3.00 0.47 I 4 4.00 r.50 3,00 1.:;1O Q- o R r. �" I�L 3' MIN j - ¢ �.,ri 90' 4.30 3.00 3.30 0.94 90' 330 3.Oc 3.50 1.1.3 W w w L� I-D. PIPE REBAR SIZE "X" BAR iL.GrH "X" BAR WEIGHT "Y" PAR TH "v" BAR WEIGHT N0. RE4UIRC t ct• • _,_ _ .._11
_ ,_ . f 7'"• XM 1 II I TEE 4,50 3.00 3.00 0,01_...._ TEE 5.50 3.00- 3A0 0 97 ► v ) `t 36" 5 2' 2"+ G.C. :iPE 1.043 LBS/FT 1`-i" i.l CBS. EACH X-24, Y-I2 q kil ��+ t i �' `,i 6" �d s G1 (,y: v ( Gc_m r 4£7" do greater Y6 3'-0"+ C.p. F IPE 1.502 L8S/FT~ 1'- i.9 LBS. EACH X-24, Y-I2 211 1/4• 2.00 2.00 3A0 0.28 11 1/4' 2,00 2.00 200 0.28 � J ~ y_d LIJC T , 1 =
l... rez 4 I J- z ti.
EQ.,r x,.� ., ,7,)
9 " _ 1_ }- ��� o ¢ n "g ?- ST COLLAR, AND THRUST SCHEDULE w C 1- ur) 2-
• 3' MIN 16 16 y` O Q X a •------ _.- - „,,A O s ., ; LL C_..w .. I "?-_ 22 1/2' 3.00 2,00 3,00 0,39 22 1/2' 4,00 2.00 I 3.00 t;;:0 I-- '� C,
f INCHES` o¢ \ I.O. PiFE "8" "C-6`-16', 0"-2 t", 0"- 6',
I " ! E I I I�'I +7' 4.00 3.00 3.30 0.04 INCHES 43' 3.30 3.00 i 3.50 ' 1.13 q cn 0 t,j J 1 P- a (r C„; .+',
I I__ i I r-- - \ w G c_ 1 6 36" i,-4" 1.-/. 2. 3" 4« i J 1 } 7 i
h .Il 1 90• 6.50 3,50 3.50 1,54 90' 7,Sa 4.(30 -3.30 2,41 S [,�•.--�` �. • Z ,A• ' ,•%<•... :' W - '- - -' .. �-,.\ _ //�•� ? r' 1.,, Li7I "
,,..-, I '' .•. . VI 4$" & greater 1' b" T'-y" $• \od [t� .I t_? [.TEE 6,50 3.50 3.G0 1.32 TEE 7.50 4.00 I 3.00 L72 l rq t' C-:
UNDISTURBED l ``
EARTH " �-d ' " '"''' V [ �d
LUi .
C`
CHART NOTES: , :,;`: . • Et rn NOTES: _
�_ 6 1. IF BLOCKING EXCAVATION IS IN LIGHTLY COMPACTED FILL AREAS, OR IN AREAS MERE BOULDER:, 'R STUMPS HAVE +' ;:•�' ID 0 1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. " 1 ' )
i BEEN REMOVED, BLOCKING SIZE MUST BE RE-SIZED FOR NE SPECIFIC LOCATION/CIRCUMSTAN`L - A NC L'+CENSUJ 4 2, REINFORGNG P.,'RS SHALL SE DEFORMED AND ,T,_D TOGETHER.
i } i
PROFLSSTONAL ENGINEER. ° 'r i' `' U 3. WENCH t;OTTG:I,J W10TH IN ViCiNiT t OF THRUST BLOCK INSTALLATION :.),,ALL BE THE MINIMUM WIDTH a ga tU
�.. A I<T Lc I
1. CONCRETE BLOCKING I EL FORMED TG it, L ACCESSIBILITY TO F€'f3iNi.. AND POURED AGAINST 2, BLOCKING SIZES SHOWN IN THESE TABLES ASSUME THE FOLLOVONG: ,J z: Y AS SHOWN ON `"TANDARD EMBEDMENT DETAIL. „� �-
UNDISTURBED EARTH.
a. ULOCKINC IS CONSTRUCTED IN RESIDUAL SOILS AS SHOWN IN DETAIL -_ •2. ALL FITTIsl.:-; SHALL €.j€_ Yt�A1- 'E"D 1N C-iLi ?TiYi..f_NE TO PREVENT CONCRETE r ;!,t T i o Z 4. BACKFiLL it\hj=) IN 6" LIFTS PER STANDARD `MBEfJMENT DETAIL, i t! -I C
4GN,AC iNG b. SOIL BEARING PRESSURE 2000 PSF w coW o
_ i t-' a
g. FITTINGS, E;:d..TS, OR LNOS Of MECHANICAL JOINT EENDS, c. VELOCITY OF FLOW -. 15 FPS }
3. CONCRETE TO BE MI^JiiALJM Z',i.'•L:0 PSI SD 2.t DAYS. 3. THIS DETAIL NOT APPUCABIE TO REDUCING BENDS.
FI 4. WHEN 10 SACKRETE IS U`_:r'D, I SHALL E PROP ERLY MIXED PER MANUi'" RIFT SPECIFICATIONS. 4.NEITHER THE WEIGHT OF THE CONCRETE BLOCKING NOR FRICTION BETWEEN CONCRETE E'�OCKiNC :,:,D SOIL WAS ADDED o u ci ::- j F
5. FOR REQUIRED DIMEIvSION`:,, `,,.';: WS-SI32 5 INTO BLOCKING SIZES COMPUTATION. THEREFORE, BLOCKING SIZE IS CONSERVATIVE. 'CO p
Onslaw Water Sewer Authority
�_, 3 �----
T
4
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APPROVED METHOD FOR
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TYPE 1 11'-' = GATE/TAPPING V,,,_,' COVER '�. :
FLAT BOTTOM TRLNCH i BACKFILL LIGHTLY \�, FIRE HYDRANT, PUMPER NOZZ E WjSTORZ ADAPTER TO BE POINTED ? r • .-•-R, ►--,,.
(NOTE 1� 3 PERPENDICULAR TO STREET ICONSOUGATED TO -_ JtERLINE OF PiPE ��AT BOTTOM ii1tNGH WITH LOOSE DIRT v . 'l ,. . „,I. 6OCTOM IS DEFINED AS UNDiS1URBEi7 (FLAT 80Tt lii S$ DEFiri D AS UNDISTURBED p �Y J i `WATER :�:t _ EARTH) 1 } v2EARTH L� © '� ` ) a' pObi 1 TPAFFI FLAN 1V --�' C C ,:C GE BETWE�1-7
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FROM THE TR_ a'::;i, FREE OF ROCK, ORGANIC MATERIAL, VALVE II
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Pilx BEDDED IN SAND, GRAVEL, OR PIPE BEDDED TO ITS CE : :rtl_!NE IN COMPACTEDSIDE1. FIRE HYDRANT MANt.!FACTURER SHALL BE AS REQUIRED BY PROJECT SPECIFICATIONS.
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Cf<`J:-,'-- STONE TO A DEPTH OF 1/8 GRANULAR MATERiAL 4 NiMUAI UNDER PiPE. VIEW 2. FIRE HYDRANT SHALL BE INSTALLED USING HYDRANT TEE.
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3. BRANCH PIPE SHALL BE DUCTILE IRON. 0 WATER ;,4 '..:.µ:
PINE DIAMETER, 4" MINIMUM WITH COMPACTED GRANULAR OR .;(.;.:.T MATERIAL TO TOP OF 4. FIRE HYDRANT'S '1;IL.:_ BE INSTALLED IN TRUE VERTICAL POSITION. r 1 • o
BACKFILL COMPAG,L::+ TO TOP OF PIPE. PIPE. (APPROXIMATELY 90 PERCENT STANDARD NOTES 5, AU.. JOINTS 06�1 FIRE HYDRANT ASSEMBLIES SHAH BE RESTRAINED, MAIN I I ,
(APPROXIMATELY 80 PERCENT PROC'i0f2, AASTO T-99) 1. CONCRETE SHALL NOT CONTACT GLANDS, COLTS OR ENDS OF MECHANICAL DOLTS. 1 6, ALL F,RE HYDRANTS SMALL GE LOCATED 1MTriiN DEDICATED STREET RIGHT-OF-WAY OR A 20-FOOT PeSuCLY ,I ;• '
STANDARD PROCTOR, AASiTO T-9�T) (SELECT MAIERiAt. i;; +- 0 AS NATIVE SOIL c OEDICA:ED BOLLARD
ANENT UTILITY EASEMENT TO ONWASA, - F ;"•,T „X .f r. -2,:,'
OR ENDS OF MECHANICAL JOINT FITTINGS, TAPPING SLEEVE AND BOTTOM OF VALVE T n ��r• ,
7, INSTALL BOLLARD GUARD POST AS PER ORATMNGS OR CONDITIONS MANDATE. TAMPED j sa#;`
EXCAVATED FROM THE IRENCI , r kEE OF ROCKS, ORGANIC SHALL BE WRAPPED IN POLYETHYLENE. 8. HYDRANT SHAD NOT BE INSTALLED SO THAT THE FINISHED ELEVATION OF SUPPrIONOING AREA INCLUDING •
r MATERIAL, FOREIGN A fE;,,,', a AND FROZEN EARTH) 2. SEE STANDARD THRUST BLOCK TABLE FOR AREA OF CONCRETE REQUIRED. ( '
,-1 NOTES; LANDSCAPING, MULCH, GRAVEL, ETC.) IS A8v^\E ?FI! MAXIMUM BURY LINE OF Inc HYDRANT. BACKFILL , k'''`_'-
co 3. TAPPING SLEEVE SHALL BE TESTED IN ACCORDANCE W1TH ONWASA REQUIREMENTS. - SUPPORTTE Y JAN 3 1 2018 '
fs 9. MAXIMUM PERMISSIBLE EXTENSION LENGTH IS 2-FEET.
0 • 1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION C .;:_J BE 4. TAPS ON SDR26 PIPE SHALL REQUIRE LOk3 SS TAPPING SLEEVES, 4 10. IF HYDRANT LEG 15 LESS THAN 10-FEET LONG, THE HYC?ANT SHALL BE RODDED BACK TO THE VALVE. s •; J /� �.::
N GIVEN TO THE USE OF LAPIN+;, CONDITIONS OTHER THAN TYPE 1. - t,
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2.CONSIDERATION OF THE PIPE-ZONE EMBEDMENT CONDITIONS INCLL D IN THIS 3' NOTE:
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THE CAW RACTOR IS RESPONSIBLE • :`� ACJUSTiNG THE FIRE i
2 i; ADDITIONAL INFORMATION ON PIPE BEDDING AND BACKFILL, SEE ANa:,')WtdA HYDRANT TO STAY WITHIN GCJaiPLIANCE.
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