NCC232263_Site Plan or Location Map_20230816

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IS EXISTING IRON STAKE PROJECT: Wedgowooa CRYSTAL,COAST ENGINEERING,PA Sediment Storage Device Sizing CRYSTAL COAST ENGINEERING,PA
EIP EXISTING IRON PIPE le•6mine 2054 WARD ROAD,SWANSBORO,N.C.28584 205-3 WARD ROAD,SWANSSORO,N.C.28584
ECM EXISTING CONCRETE MON. H0• 85(25 Yee,storm) PHONE.[phone]-FA%;(fl10)325 OW0 Project: WBdgnW00d Pl:oAo PHONE:[phone]-FAX:[phone]
Elk EXISTING P,K,NAIL C• 03215:104 Family) BUSINESS %:C35S3 Date: if-Dec-20 BUSINESS LICENSER':C-2553
915 SET IRON STAKE. GPS DATA:
9CM SET CONCRETE MONUMENT ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH INCR. INCR. TOTAL. TOTAL OUTLET
54 SPK SET P.K.NAIL IPE AREA Of0 AREA G,0 DIAMETER LENGTH GRADE NM VELOCITY ZONE LENGTH WIDTH TYPE
NOA RCP REINFORCED CONCRETE PIPE AMERICAN DATUM OF 1963(1011)(epoch 2010.00)' 3.14 B,BI 3.24 0.81 24" 4p• O.Y1% 0]8 5SIpe 11' 8' CLB MIn Surface Ares$A-
3`4R WATER METER ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM ( ).0.01 x Peak Inflow Rete(0)
I08 L CORRUGATED PI.ASTC PIPE OF 1886(NAVDBB),E3TABUSHED USING NC North Corollno tA2 3.08 1.4'2 306 16' 4p' 0.60% 078 4.5 fps 10' 5' CLB Peak Inflow Rale=C x I x Drain Ares
WV WATER VALVE CNBS Real Time Network(RTN)"ON D)-22-18 1.14 310 9.14 3.f0 18' 4' 0.50°b 0.65 gs'Ps f0' S' CLB C- 0.26
PP POWER POLE 2,01 547 2,01 647 24" 40' 0,50% 060 es 10' 5' CLB In/hr I• 7.5 010
SI, SECURITY LIGHT 1,27 3.95 1.27 345 16' 40' 055% 0.70 4.5los 10' 5' CLB ( )
SITE C/L CENTERLINE 1.06 EBB 1.06 2.A0 'no- 40' 0.68% •0.or 4.tl rye 10' S' CLB
4/W RIGHT-OF-WAY 248 8.75 208 8.76 10" 40' 0.53% 4.5 ups 10' 4' CUB Conventional Trap Volume
=3600 x Disturbed Area
N/F NOW DR FORMERLY 1.0E 2.77 1.0E 277 IS. 40' 0.50% 082 4.51px 10. 5' CLB Skiimmer Basin Volume(TV)c 1800 x Disturbed Area
9N0r+P FH at HYDRANT 2,64 7.18 2.64 7.10 8" 40' 0.53% 1.10 4.5Ips 10' 5' CLB
\ INV OW OVERUY'MRE J 1.12 3.05 1./2 3.05 10" 54' 107% 0.85 4.5los 10' 5' CLB Skimmer OHflce
-E- POWER LINE K 1.13 30) 1.13 JOY 18" 42' 0.50% O65 4.5Ipe 10' 5' CLB NumberDevice Drainage Dl Alec tl D SA N Width Length Depth In) Diameter
CoZ ' 19 o n50% 0.95 Stan iv' S' CLB Area Area Type cfe) (a0 (cf (ft (RI 1fq (In) (In)
gq L 210 5.71 2.10 571 ( ) I (I
SiD.E..0 E PUBLIC DRAINAGE D POINT
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PUBLIC ORAL SITE TRIANGLE 8 M 161 4.92 1,81 992 10. 40' 0.50% 0.05 5 los '10' 5' CL B LINE 7YPE/SYMBOL LEGEND
E.O.P.• EDGE OF PAVEMENT C N 4.30 11.70 0,11 1062 35k14 40 000% 0.90 6.,,fps 18' s CLB Phase 1
D.E. NAEA9 UTILITY
0 800 1e02 987 258E 32.54" 48 0.50% 0.85 7.5 fps 15' 16'' CL9 EXISTING WATERLINE Phase
"02 02'Sed Trep 0.3 127 540 7 20 4,2
TRY k UTILITY EASEMENT P 126.001a0,0' 134.87150.6' 244' 58 0.40% 0.85 PROPOSED WATERLINE n/0 n/a
9 S.E.&A••PUBLIC SANITARY SEWER k ACCESS EASEMENT - D &01 191.88180.0' 289'M3' SB' 0.40% 0.05 ].S 1pa 16' 18' CLI LB 02 02.Sed Trap 0.3 127 540 2 84 4.2 N8 rife
• D,U,&A•PUBLIC DRAINAGE,UTILITY k ACCESS EASEMENT R 503 148.21159.6* 2d4" 62' 0.60% 0.67 ]5fpe ttl' 16' CLI EXISTING GRAVITY SEWER LINE 2A 04 0.4 Sk'nTmBr 0.8 340 720 11 32 2,1 1,5 0,75
U.E•PUBLIC UTILITY EASEMENT '� S 135 3.67 1.35 3,67 18" 40' 0,55% 074 4,5 fps 10' 5' CLB PROPOSED GRAVITY SEWER LINE 2B • 09 0.9 Skimmer 1,8 764 1620 1G 4e 2.1 1.5 1.00
VICINITY'MAP- NOT TO SCALE ST.• 105(70'SITE TRIANGLE T 0.61 2.20 0.81 2.20 18' 40' ass% 0.55 4.5 fps 10' 5' cLo ------------ EXISTING SEWER FORCE LINE
CBU• CLUSTER BOX UNIT FOR U 1.96 3.97 2,27 9.11 18" 40' 0,50% 0,95 4.5 fµe 10' V CLB 3 7.5• 3.3.Skimmer 14.0 8345 5940 43 148 1.0 1.5 1.60
• PROPOSED SEWER FORCE LINE
CENTRALIZED MAIL it V 0.81 2.20 0,61 2,20 18' 52 0.50% 0.55 4.5los 10' 5' CLB -• PROPOSED WATER SERVICE 4 7,4 5.3 Skimmer 14.4 6286 9540 43 148 1.5 1,5 1.50
W 1.63 4.15 1,53 416 18" 40' 0.50% 076 4,5 rya 10' 6' CLR r 5 5.6 3.5 Skimmer 10,9 4757 6300 30 160 1.3 1.5 1.25
4'S ), 2.62 7.13 2.62 7,13 te" 52 0.50% 110 4,ls 1c 5' CLe PROPOSED SEWER SERVICE 6A 1.3 1.3 Sk'nmer 2.4 LOBE 2250 19 56 2.1 1.5 125
Y • 2.12 5.77 474 910 24. aD 0.50% 100 58 fps 12 B ALB �MH2 PROPOSED SEWER MANHOLE
z 438 3.70 tab 3,70 16^ 52' 0.60% 0.79 4.5 fps 10' S. CLB P. PROPOSED FIND HYDRANT
:7:
2.4 2.4 Sk'nmer 4,7 2039 4920 26 78 2.1 1.5 0.75
• v C, .m+"'"" M 2.03 5.6E 3.30 922 24" 0.50% 0,80 5.5 fps 12' 9' CLB • PROPOSED FIRE HYDRANT 1:4. 1.4 skimmer2.7 1189 2520 20 60 2.1 1.5 0,75
Swab Celcubatboes 1 ee 147 4.00 1.47 400 18' 40' 0.50% 0.75 4.5 fpe 10' 5' CI.B DIP DUCTILE IRON PIPE • 9,4 8,1 Sklmmer 18.3 7959 14490 39 205 1.8 1.5 1,50
--I "' I CC 293 7,15 263 7.I6 G R r 31 359 2880 21 64 2 1 1 5 1 25
1 / 2 .83% 1.10 (Sipe '0' CLB $$ $ANTARY SEWE i6 iB Sk none 1Project Wadgewood Subtl'v,nion Cry tat Coast Enaineerfna,PA ; 1 - ,, 1 aD ie8 5.1t 4.6t 12.21 x 4. o' 05U% 1.00 5,5 rya 2' 6' CLBFM SEWER FORCE MAIN ' 0 B 06.Sad Trap 1,2 510 2160 13 39 4.2 nla n/a
1 EE 137 373 137 3.73 24 40 033% 1.0 4.6 ryet0' 6' CLB : ()q OA Skmmer 0.8 340 720 11 32 2.1 7.$ 075
I 2S) T _ I FF 0,35 0,99 0.35 0.95 18 0 0.50% ,0.8, 5fps S' S' CLB
By.DKN I r,w 1.01
" T. -, 40 0.29 070 0.29 0.79 16. 2 05p% OM ae 10. 6' CLB 11B 10 i D SkrmmBr 20 849 1000 17 50 2.1 1.5 1.00
•
�� -i Hit 0.20 0.54 0,20 0,54 10" I. 1.045, <050 9.5 fps 12 5' CLB 12 13 /3;Skimmer 2.5 1104 2340 19 58 2,1 1.5 1,25
P/cadurc, 11 Fr1 --'
Adjust y untllz"•4,m e,e+ex L 0,ae A2+33 L_,- 7) 1Phaab2 1 13A 24 1.4Sk' er 4,7 2039 4320 26 78 2.1 1.5 1.25
� _ m � 13B 2 A 1.4 Skimmer 4.7 2039 4320 26 •78 2.1 1.5 1.25
\`- 1 Seepllel Notes'.
Whewset I ""- _ `'� `'��1' 1.Unless mile.*noted,storm drain plan shell he CI,.WellB(ASTM C76)and meet AASHTO M1Y0 web WATERTIGHT Tongue B Groove Joh,. 14 38 3.8 Skimmer 7.4 3228 6840 24 140 2.1 1,5 1,25
8 Ullon wd1l1 In=D.03 ~_` - 1 and near n9N000i Regliremn+le,
y trial depth 1"` / / !7 (Sc /`"'��J� 1 1.stern Dram inntu ntonnnal oe'nnwpNw nNCDor requirements. / 15 3.2 32 Skimmer 6.2 2718 5]60 20 140 2.1 1.5 1.25
A.By v My' ) M'3 {I\ •" ``I S H E E T S / , 1 \J%4 1 V I J.Pion N:JN be Cants.COALIX Corrugated AII1m,Pipe lO Gouge min. / 16 O.N (i.8 Skimmer 13.3 6778 12240 44 132 2.1 1.5 1.50
P=Be 1+M°A' 1 (� 4.Pipe 0 shell be Canteen MMus Coml rise Alum Pipe,.Gauge Min / 17 68 6.8 Skimmer 13.3 5778 12240 44 132 2.1 1.5 1,25
R A/P 1 5,Pipe O she)be Contecn CORLIX Corrugated Alum.Plan 14 Gauge Mn. 18A 02 02 Sed Tap 0.3 127 540 7 20 4.2 I/O n/a
x. AR 11 N>V°y 1- i,, Ln2 1 Qom' 1 SEE PLANS F 0 R GUM IphARa 3 0.2 0.2 Ned Trap 0.3 127 540 7 20 4,2 n/a n/a
U •
." Z ° ' ,BRANCH R D WIDENING 19 • 9.4 8.1 Skimmer18.3 7985 14580 48 164 1.8 1.5 1.50
021 R lined ." 1 ('n3 1 20A 18 18 Skinner 35 1529 3240 23 68 2,1 1.5 1.25
5Sf m141 .a te-m 11 �1� 5)II / 20H 15 1.5 Sk' ar 2.9 ,274 2700 21 62 2,1 1,5 1.2,5051 d U nee L ,- 111111111A Irv`'4"'
I / 21A 1 5 1,5 Skimmer i 2.9 1274 2700 21 62 2.1 1.5 1.25
0 f ,lined /' I / 21B 16 18 Skimmer 3.1 1359 2880 21 64 2.1 1.5 1,23
03'I Lop -rke �_ �r, 4 L / 22 15 05Skimmer 3.1 1359 918 21 64 0.7 1,5 1,25
Location Ott S B y A P R ;, VEL R - /; - / .+ '
Swam n.pt 0.0060 1.04 0 CH I.97 5.1E 0.36 104 2.04AK. T I YMUI Required • Cd) / "^a`te. Phase
Swale 6.60 I0.0060 1.72 Al0 0 2.87 6.19 0.48 1,72 2.30 O.K. Temporary Mall Required O toed f• I1 ^ is� II II, // 112C= ,,,�'�/,mcw'' //'y/ 218 24 2415kimme, 0.4 170 20020 8 23 2.1 1.5 1.25
I / .;Sk mmer 3.5 1528 3240 23 68 2.1 ,.5 1.25
Swale 6,64 0.0060 1.73 O 098 2,89 (3.20 0,47 173 2.300)K. Temporary Matt Required 1 I I ` "'""" :Skimmer 4.7 2039 4320 26 78 2.1 1.5 125
Swale 4 0,10 00060 1,59 0 09 2.70 6.00 0.45 1,59 2.260K Temporary Matt Required 11q �S'(EAD PV' 0 - //--;;��� �. „51' "° '• 25 22 20,8106,er 4.4 1903 3600 25 78 1,9 1,5 1.25
iSwale 5 1.84 0,0250 023 0 1140 0.63 2.91 0.22 0,23 2.90 O.K.•Temporary Malt Re91'red IR C� v.1,BE 7,,,,'::::'''''1':\
1 (,:/ / ,. 26 9.4 8,1 Sklmmer 18.3 7985 14580 35 225 1,8 1 5 1.25
Swale 8 3.72 0.0080 0.97 0 (I79 1.87 5.00 0,37 O97 1,990,K T poary Matt/Required 18 /i Hsi . /�� �1' "w5 (" " / +I /- v� ...,,. � j -i F-`--'-.�\ "m o�\\�td� o` 27 2.1 09 Skimmer 4.1 1792 1620 24 73 0.9 15 1''.',
Swale 7 3.97 0,0220 0.54 0 064 1.21 4.02 0.30 0,54 328 O.K, T p y Matl Required l \' ")"s, it\t,‘
Swale 8 7.94 0.0060 2 06 0 t 05 3.29 6.62 0.50 2.05 2,42 O,K, T po ry Malt Requ red f- 1 / \ ( Hd 0
5wale9 4,33 0,0260 0.54 0 f164 1.21 4.02 0,30 0,54 3.58 O.K T 0 ryMatf Required n 1/ �� (t� �) 11 / ''^\ \ �?� �:% \ UI ) L�-1 I I �sa °O�Swale 10 868 0,0060 2,25 0 1 O8 3,51 6.84 0,51 225 2,47 O.K. T p ry Man Required ,w* 111
Swale 11 5.54 0.0060 1.44 0 0 91 2.51 5.78 0 43 144 2.21 O.N T pore Matt Required 1 - "urn,. 1 / �., I II Iry I $E£T 11 / .*" \\ - qS \ _--C@ll LOTION Erosion Control PhasingSwale 12 0,10 0.0060 1,07 0 0 61 2.02 519 0,39 1.07 2.03 0K, T po ary Mett Requ Iran 'L=L"= �'�-'yf:c,T"s" 1 u I' t� 1 a,+ C SHEETS 2 8 �c 14 �1,• - \
Swale 13 5.30 0.0000 1,38 0 090 243 5.89 043 4.38 2,180.O.K.•Temporary M¢n Required +^+, \ _ 'o \.':. Note: Each phase shall be completed and stabilized
Swale la 3.10 0,0060 0.96 0 0.79 1.80 4.98 0.37 0.0$ 1.99 O.K. Temporary Matt Required 11''�-SHEETS 6, 12 f 18 '1. ,;r t C07y vegetated)pproceedIng
(complete) ve etated prior toto
Swale 15 7,40 0.0060 1.8E 0 1,0E 3.S' 645 0.48 1.9E 2,370K.•Temporary Matt RBpulrnd .L A\ �,\ '\ r\ L,`-/ subsequent phases.
Swale itl tl.W 0.0060 2.00 0 1.05 3.91 6.54 0.50 2.08 242 O.K.-Temporary Matt Required .,1'", 1 v\\QJ \\ /' /� �:l } �31 '
Swale 17 2.60 0,0060 0,88 CI 0.69 1.43 4.38 0.33 0,88 1.82 O.K.-Temporary Matt Required •,11 1'( ('he) 1. //,yr \\ \\\�� TWO `� Q ( SECT 1
Swale lA • 10,60 0,0110 2.03 0 1.04 3.24 6,58 0,49 2,03 3.27 O.K-Temporar Matt Required \ WESTL NE CT, II 1 r�/qp" \\ \ 'S _ /
y I 'en I Al "f17.2,�..".., J \ �'-� C7.1 / ( I ,r Disturbed Area=35.3 Ac.
Swale 19 • 6,48 0.0600 0.53 0 0.53 1.10 3,97 030 0.53 5.490K.-Temporary Men Required <_,l 1 "-- <4ai«s.-.-.- "°^'"^" "" / 4p5 \ \ $46 \\\\ @5 Sf (.:/ // T, n --- `
Swale 20 '. 1.10 0,0600 0.09 f 033' 0.33 209 0.16 0,09 3.37 O.K.•Temporary Man Required „M" L -, (1E1 I I I T, (2n) \`\ SLCT 2(y .0 / / 67,2.. SECT 2
5wele 21 1.00 0,0180 0,15 0 n 39 0.46 207 0.18 0,15 2.19 O.K.•Temporary Men Required "•' \---", _.) I II \ � - *I;
\\\\ L-' j rA'� Disturbed Area 38.0 AC
Swee22 3.50 0.0080 O.pt l 0)7 1.]N 4,tl7 0.37 0.9i 1.970K,-Temporary Man Required '1 \.� /I 1 ". `„,
/1*y ) ., \\ �� / �a� ....
Swale 23 4,50 0,0080 1,17 0 085 2.18 5.36 0.40 1,17 2.090K..Temporary Matt Required 99 99 ifill,
11 \.� I ,. .w, X ^(.1 (7� Q SECT 3
Swab 24 2.50 00050 0.65 0 065 I;39 4.30 0.32 0.65 r800K-Temporary WS Required B ice.., 11 1 0 0 s' \\2 Disturbed Area=19,1 Ac
Swale 25 3,70 0,0050 0.90 0 0/9 1.86 4.98 0.37 0.96 1.99 0 K Temporery Matt Required (tag)\I A r \\
Swale 29 490 0,0050 127 0 08 ' 2,29 5.53 0.41 1,27 2,140K-Tereporery Matt Required
1.L1-- 1\ ,,./ ! ''/ zoo \ � SECT 4
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r-- -- 1 i C> AMBLESIDE LANE
s^:'"'" Disturbed Areo=19.4 Ac
Swale 27 3,10 0,0040 0,99 0 000 1.90 5.03 0,38 999 1,630N-Tarr Temporary Matt Required •I - 1 1 M
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Swale 26 3.90 0.0080 0.94 0 078 1.83 4.93 037. 094 1,970K-Temporary Matt Required ^')_ �� °� \ "_w
Swab 29 7.88 0.0040 2,44 0 112 3.73 705 053 2,44 2.060K.•Temporary Matt Regued I 1'l° \\ ") 3 Total Disturbed Area=111.8 AC
Swale 30 5.50 0.0100 lull 0 UBJ 2.01 5.25 0.39 1.11 2,68 O.K. Temporary Matt Required l PARRI �'� \ I � \\�S
\\ �'� C� C-�
Swale 31 2,30 0.0050 0.65 0 0.88 1,38 4.20 0.32 0.60 1,67 O.K.-Temporary Matt Reg i red 1 LA ` l9e
swan XL 4.,u u,u,4u u.ro u P.+J +.ar 4.43 uaa u./u a/nun emporery Mnnmenu raq ( ) PLACE `.� � / II ,\\ y10° �)`\` 6' 35 \\\�i9� Ftibil Disturbed Area=112 Act
SW01e33 tMA o.D,zo 0.e9 0 0.80 150 6.09 one 0,09 tea06-temperer Matt Required
filiiih('� `��/... I \\\ �j `' uR' �� \\\ L ,\.,,"„,,., __---
Jveel34 8.50 0.0130 1.15 0 0.04 2d2 5.31 0.40 285 30]O.K. r p ryManRequired 7+ ( ) 3 // ,111 \\\ g6 _ • L,.. \\ -� a ,J4stiiC:,Ai
'34pp4a ReNbV Og tTeaos Index UT New River
Swale 35 ,020 OOOBO 2.85 0 11 397 7,10 0.55 285 2.5]OK. 1 pU ryManR y' tl 3 5£.GT• r I I /�}\\� �._� -\ %Rk14iA{JS M1Ae (G',NSVJI Stream ndeX lS{1)
Bwale 36 3.00 00090 064 0 O.sB ,.37 4.20 032 0.84 2,100.K-Temporary Man Ray' d {1F O):Y SECT,R I I 111� `))\\\ a4%� (0 o
Swale 37 e10 0.0060 150 0 .0_95 2.TI 8.01 0.45 1.69 2.250K.-Temporary Matt Required "^'a�A I 1 \ O =.».uv fr,( , AU Predominant Soil T Norfolk O n
�-' I a I (,"�' ....,.,.,,," FF s2'mm ed II Types o Loamy F ne Sand
Swale 39 5,80 0,0060 1.51 0 n93 201 5.99 0.40 1,51 2.230,K.-Temporary Matt Required I L� C4ii -
Swale 39 S20 0.0069 1.35 0 0.80 2.39 5,84 0.4E 1,36 2,10 O,K. Temporary Matt Required / •"•I°''i7fanaililiti() I I 111 S H E E T S 3 9 8c 15)® / [/,� GOOddSbOfO FIr1e Sandy LGdm
Swale 40 13.70 0.0060 3,58 1 1.29 4.95 5.13 0.61 3.56 2,77 UK. T p rary Matt RequreU •1-' _1 I 1 `,6s""" _.- /4 I-x M / ,• 0 Ington loamy Fine$and
Swale 4l 9.30 0,0060 2,42 U 1 3.71 7.03 0.53 2.42 2,51 O..K T porary Matt RewoedArt/ 1 t ,4'{. i x ;`) +°* P8�y',,t ne;(,•c0) QlOPrc =C I A
Swale 42 0,80 0.0060 1.25 U 0.07 2.26 5.48 0.41 1.25 2,13 OO.K. Temporary Man Required W \ / j�/Aw�",,;[aa.,��.'p%`'°"C' i
Swale 43 12.I0 0.9080 3.30 0 1.St 0.80 7,90 U.5B 330 2.710.K.-TamPomry Men Required /0r C_� OQ(J 11 ��\ \ / / '•a`µ'•f.M+,. \� =(.28)(7.5)(125.6)
e/ono\ FO 633E 964q
Swale 44 2.70 0.0080 1,51 A 0,93 266 5,90 0.59 1.51 2.71 O.K. Temporary Well Required / Rp 0 11 11 (� �� `�\\ N693 =264 cfs
Swab 48 1.50 0.0060 0,85 0 0.68 1.39 4.30 0.3E 085 1,80 O.K.(Temporary Mall Required ' e R/ I I ( 11 :) ® \
\ .\\ VF �' �_ --' I,JOHN L.PIERCE,CERTIFY THAT THIS PLAT WAS C)10 0St =C A
Street Swale. i \ �ae.) I I 11 P "... / P
,most cancel eacax(e) I ��i ls_) __J L. I I C3 (v`' �i) / °° DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY l *w (125.6)
µi r)) ' `k'-� - -DES.....,'- O \O / MADE UNDER MY SUPERVISION(DEED REFERENCES SHOWN ��~ =376)cfs 5)
WootlfoN 5.68 0.0207 0'7A 0 0.73 1.59 4.61 0.35 079 3.58 O.K. Temporary Matt Regulr0d ,k'
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
Slater 9,84 0.0119 0.89 0 0.77 1.76 4.84 0.36 OM 276 O.K. Temporary Matt Required - CT 01 ` _ ^""""
�.,.+� • @' / 0, I t� �s®� \ / CLEARLY INDICATED; THAT THE RATIO OF PRECISION
Anbbede 2,75 00265 0.34 0 0,54 0,86 3,38 0,25 0,34 3.20 O.K. Temporary Man Required Cf Cz,+ -(51) GT N+, \\ _-
/ '� AS CALCULATED IS 1:10,000+; WITNE MY BRIGINAI.SIGNATURE,
GdIe+ON 3.00 0.0080 0.58 0 0.69 1,43 4.36 0.33 0.88 2,10OK. Temporary Matt Required r." \ /;\ (7ui)? ,�. ^``A\\\ (4e) - P `\\\=�) /4i` LICEN SU RE NU ER AND SEAL THIS_ 91566//
'Ellington 4,39 0,0063 121 U 0.86 2,21 5.43 041 1,21 1.990K. Temporary Matt Required C'7)\� \J h� /;i) \\\ ,1) `�\ / R DAY OF___. �Viei.' ^� aZAO,r SPECIAL NOTE:
Lnnenburg 3.79 0,0066 0,94 0 0.75 1,83 4,93 0,37 0,94 205 O.K,Temporary Matt Required = \ c �. y \\\� NE Y =� \�\ / �eO Q` gG31.%Ci ay ALL SWALES AND DRAINAGE FEATURES OUTSIDE OF STREET RIGHT
Luncnburg 20.20 00050 5,75 0 1,54 7.10 B.73 0.73 5,75 2.05 O.K. T porery Matt Required P _��=\w CC CJ �G // �`\N gLE$)CC),-A (O `V\� e,Lao/Q�OKm ortlr yy�w OF WAY SHALL 6E MAINTAINED 6Y SUBDIVISION H.O.A, AND ARE
FRrneh 1.78 0.0244 0.23 0 0,48 0.63 2.91 0.2E 023 1800.K. Temporary Matt Required , S/ V'. - \ AM Cn140� \ •\ _._______ A""_+.�_^_'__ _t� _1' • _ NOT THE RESPONSIBILITY OF NCDOT, NCDOT WILL ONLY MAINTAIN
Hanish 3.01 00070 o.)z G p7i toe a4e o33 0.7E 2.02 O.K. r'p yMan Required ' »' I _. N///��� \\ / ' JOHN L.PIER .P L-2596- DRAIN GE FA
Haih+e 2.3.03 O.0070 041 0 0.71 1.9] 346 02] 0.72 2.BOOK TemporaryMatt Required , ' Y-- r 7B 7 /e,` \\ - -SC CUES INSIDE THE STREET RIGHT OF WAY, AND ONLY
B¢leleed 3s7 o,ouo On n ps5 131 4.n o3, osD 2b1 O.K. Temporar Mau Required I ( ) / \1 \�\/� �,G%L 6 U�' AFTER FORMALACCEPTANCE OF THE STREETS INTO THE NCDOT
Belatead zm 0.0120 0.39 1 asT''-n.9a s.x o.z] p39 2z4 OK.remporery Man Required O - Lr �. . `F°" ^;.vQ444't7o gOq'4Er O�y�� SYSTEM. SEE RECORDED FINAL PLAT FOR ADDITIONAL DETAIL.'.
�'""'• ""'• '�') T -+�91"""'"'"""' ilithhik,
- 1 i - ',,` Q` REGARDING MAINTENANCE OF EASEMENT AREAS OUTSIDE OF
Watemfield 084 0.0068 0.18 U042 0.53 1.68 020 Ot6 1.SB OK.-TemWrery Man RngUred La! it (" ` Nam•••\+OK.-Tenporary Malt Rapulred " S1)'l 'TIN '�\J 1�7 f C...� •,/,A L.P \\\\
waterer Id 240 00050 0.88 0 U69 1.43 4,36 0.33 0.88 16e O er3e4ntri Sl-RF.ET R/W. N,C.D.O.T.
_� / /1 _ ,.U. r---.-^ 7 '?( /i G "'"' £' ()1UF8T.IUSId SVtrl .(R+vxrea1J 1 wl - / ."r .a.." r )i,,uo'D d R 1,�, 33 35 ,7G624 ,r I tp, 6 r L,L R 1 RaarS@ _ Crystal Coast Engineering, P.A.
(., _] �d� m Ai yy ll r,p)&MrB desRegd.
�i, ft 7� ( /i �� II
i I1 OBxs"tee 6 G.V.0/9zlram Ae6Y DENSITY INFORMATION FOR DONE
z C J I/G> C Civil and Environmental Consulting Engineers
wwm +, il.'' '// J I111 �- 4-- I.
- MI6 sneer G, aH d m1A RID David K.Newsom,PE
hh F�"'T "i"" TOTAL AREA=126.93 Ac.(5529'78.69 S.F.)
lu (k-y ' I // d e 6'raa e Gv„Hydrant as 56^ John R.Freshwater,PE
jN�_ Fri AREA WITHIN R/W FOR STREET-30.10 Ac. (1311290.04 S.F.) 205 WARD ROAD, 580R N.C. 8584
I I '�i* 5� I T -may y>l'1 Naas. (06'x6 Tea 0 G,v„Hydrant As ay.as' AREA MINUS R/W=96.83 ACRES(4,217,888.65 S.F.) -3 ASWAN 0, .C.
4 i�+` _ .. ,, 113ACKS.FRONT-20%CORNER SIDE STREET-20%4IDE-@'I REAR-15'OR
DENSITY=(4,217,888.65/10 00U) 4'21,79 PHONE: [phone] �' FAX: [phone]
/ / As SHOWN HEREON TOTAL.NUMBER OF LOTS ALLOAGD IL, LOT; License No.: C-2553
C> 2. ALL EASEMENTS ARE 20 DRAINAGE AND UTILITY UNLESS OTHERWISE U fi%8 Tee,H G.V Hydrant A6my„6X2'
'S. , _..� / ,'� J /� J A "" = NOTED. Tapped Plug&2"In-Line G.V. TOTAL NUMBER OF LOTS PROPOSED 2,50 LOTS '
l -- L / ��1' `,r9 / 3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
F ( -- ql „'t / _,- 4. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20'RADIUS AND ©ex6 Tee,8'x6"Reducer 82-0GM, REVISIONS:
• PAVEMENT IN1ERSECTS TO HAVE 30'RADIUS
-- "/\� i 5, TOPOGRAPHIC DATA BASED ON NAMO 6E k LIDAR, (n)6"x6 fee,5'In-LIneGV,8,610 V. 2-25-2021 (COUNTY TRC)
' -7 7- euw.. i =w 6. ALL CUL-DE-SAC WILL HA\E 40 EDGE OF FOOT.RADIUS, 6-3-2021 (ADDED TURN LANE &
Ct �'I 1 J, / °°"we 0 Mx6 Cross&3.61 G.V.
o.xn„ta '7, SIGHT DISTANCE ARE 10'X]0 AT INTERSECTIONS.
5
T R�" `,J 1o..ewe „es,esnrw I 6, DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET 5 0 MWA`TER REVS)
= C16 96 30 23G DO 0 e x6 Cross&2 6 G V„6"x2'Tapped
C7/ 18548 3C00'- -___ .=r:4d2Fwrye,w 1 INTERSECTIONSITISHECING TO RESPOE5lANDAROS Plug&2GV 6-5-2021 (NCDOT) COVER/INDEX SHEET
I Ci B__?tt???i 63 90 __ 9 IT IS THE CONSTRUCTION
CONTRACTOR'S CONTRACTOR'S
R TO VERIFY BOIL CONDITIONS 6 C,9 40311' PRIOR TO CON3IRUCTON k C04TRPCTO S RF^^SPONSIBILITY TO COMPLY WITH (ly`2"Blow-OR Aasy. 10/04/2021 (COUNTY TRC)
- I N C00,T S COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. / 1-31-2022 ONWASA
620 }1B 4Rr - 10 SITE CONTRACTOR}0 SPREAD SPOIL FROM ALL DITCHES AND t'i 6 C.V..1 Jt.6'DIP,6X2"Tapped Plug
SWALES AND TO STABILIZE SIDE SLOPES PER THE STATES EROSION CONTROL 2 Blaw:if/Ay. TRACT DAIT,9� 3-11-2022 NCDOT PREPARED FOR
SPECIFICATIONS. 3-22-2022 NCDOi
_...-_ M G.V.,1 Jt.p DIP&Hydra'n Aa@y.
I DRAINAGE PIPES TO HAVE FLARED ENDS. �aACREAGE6 BEAVER CREEK INVESTORS INC.
TOTAL 12,91 Ac. G,529178,89 S.F.) 3-28-2022 N( ) CDOT 3
II ---- 2.ALL HOMES rn aNLY FACE STREETS WITH Ar LEAST a 20'MINIMUM (nos 22.51Band TOTAL NUMBER OF LOTS-250 LOTS 4-4-2022 ONWASA/NCDOT SHOWING
CC i', o • • 194 BUILDING SETBACK,
'I s prsade/Ater 31io0ei qn Table 13.CONTRACTOR IS TO CONTACT THE NC,D,O,T.MAINTENANCE OFFICE AT AVERAGE LOT SIZE-0,39 ACRES
}-; _ _�_• LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT ON ANY'ROAD BED Water 0 t'ca(Permit 5-4-2022 NCOOT �^' ��7 /-�
C1F-;2196 ,.. a w to loos LARGEST LOT--LOT 111(1.86 ACRES) 5--11--2022 NCDOT • WE DCEWOOD SUBDIVISION
C2/ __14810 1 L8/ES Na. • Level3preader-- filter Strip THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. 7
I. .�.._� 1a,AFTER ROAD IS PAVED,ALL HOUSES UNDER CONSTRUCTION MUST PRONDE 0"Walerma 2921f SMALLEST LOTS-LOTS 189&190(0.28 ACRES) -De Ice 010 off Len th R H fl Vel f e�len m R Width ft) Sla /) z,•. B arall0 10 r A STABILIZED CONSTRUCTOR ENTRANCE AND KEEP IT MAINTAINED UNTIL Flre Hydrant ASSy lea LINEAR FEET OF PROPOSED STREET= 13,387.57 RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC •
401. 41 0.102 0.90 41 30 1.00 081 41 0,095 OW 4150 4.66 0,81 1,02 THE PERMANENT DRIVEWAY IS INSTALLED, BLOW Off May(TOmpdttvy) 2aa ZONING = R-10
1S.ALL ROADS TO BE PUBLIC AND BUILT TO NCpOi STANDARDS. PREPARED BY
I INE fiLA31NG DI STELN4' fi.W 87 0.103 9.96 fi) 30 1.00 131 GI 0.0956 , 67.60 0.'IU 1,34 1.,01 16.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W. TAX PARCEL MAP N0: 54- 63.4
78'1s z6 EE_52.43 • 3.7z 3e oao2 S J6 3e o et o,7s a cos. s000 aov o), 0E n.o05 N/0 0-APPROVED MA ER 511 ARE To BE USED WHIN THE R wam'onanne@iaamnzz-oozzol WATER/SEWER - ONWASA JOHN L. PIERCE & ASSOCIATES, P.A.
�u Lm I_i 38'3407 W 34,00 y,2�y.q� 18. ONLY LINE-SECTION CAN BE DISTURBED AT ANY GIVEN TIME AND EACH 6 Weternein MG It FIRE DISTRICT&ISO RATING=NW ONSLOW 5
__ 7,94 BO 0.303 0.9@ 90 30 1,09 1.60 80 0,p!15B ss}oa� A0.60 U.I5 1.60 1.09 ' /
S 3 ,02'a010 E 55.46 30 1.00 1.14 tl7 00)55 A J4 6'1.00 0.10 SECTOR MUST HAVE ADEQUATE GRUUNOCOVEH BEFORE THE NEXT BECKON IS fi Wdlsm,nn 12,6'J511 NC LICENSE lm.--1$$$
---T�----- afi6 a) oan3 ose B7 xa4 xD4 DISTURBED, 2 Waterman ,,539Lr THIS SITE IS NOT WITHIN 1/2 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT(\,AD)
EI, 14 N 4a_3440 E 96,23 - 19. No Houses,MOLDINGS,FENCES OR OTTER STRUCTURES ON SITE Water s as 251 eafnrrPlmtp0 1105/ 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
• 530 93 0,104 0.9I 93 30 1.00 3.07 53 0.0959 511 5361 010 2..0) 1.04 (UNLESS
Ii- - ,3'O8 70 W 41,55 SHOWN),
5 • I 9 39'S6 3, W 32.38T s,7o 37 0.104 a.9> 37 30 3.0o u.Ja 3J o.o9s9 37s1 ono o.7a x,o3Fire s rvi066 y s2oa SETBACK REQUIREMENTS FOR R-10; PHONE: [phone] DATE:E: JANUARY 29, 2021
__r
10. No PORTION of THIS PROPERTY IS WITHIN A 10o m.FLOOD ZONE PER B1nw off Asm' Lose • FRONT=20' - OWNF.k DEVELOPER:
L7_$4U'2051 W 75.,59 6,40 63 0,303 0!lli 65 30 1,00 1.30 63 0.0957 I 65.61 9,10 1,30 1,04 FIRM 37[U4hg11,OH k 1720444000K DATED,06-19-2020. - SCALE: 1"= 20O' JOB #2019-19591
=" - 1.1n a O.1D4 p81 ]t 30 1.00 042 11 O.o96) Z1. ALL PROPOSED STREETS ARE 20'IN PAVEMENT WIDTH. (GUM BRANCH ROAD WILL HAVE A 50'SETBACK) DEAVE CREEK INVESTORS,INC.
LB N 45 rig 00 E 93 6911.61 ao9 022 1.01 22. No LOT,HALL HAVE DIRECT ACCESS TO GUM BRANCH ROAD. • S u. .;ar • SIDE=8' P.O.BOX 1685 L3 N 10'1331 F .,_El TT_,5U 1 •
4,50 45 0.104 097 as 30 1..00 0.91 45 0.0959 n5.61 0.f0 091 3.04 23 A SMALL PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS A5 0 S'.f,' r ,26281t JACKSONVILLE,NC 20041
} L10 N TESL 4 - i'i 1 3.70 37 0.104 0.97 37 30 100 0,74 37 00939 A.58 S7,61 0.10 0,74 1.,03 TOWN HEREON THEIR DELINEATION IS CONSISTENT WITH POLICIES AND 10"HBn Myatt 1311f SIDE(S)OF CORNER LOT ABUTTING STREET=20' g10._346^9800 200 0 100 SOD 41)() B(.1D
8 Rt.•ER 14 f1. - --"- "'"""" REGULATORS OF THE V,S,ARMY CORPS OF ENGINEERS.LOT OWNERS OF REAR=15'
E N.177 P,235 CAB"0" 1 4.90 49 0,104 0,97 49 30 1.00 0,99 49 0,0359 4,73 49,61 O.. 0,99 1,04 AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY CORPS OF ENGINEER'S M I' 53 ea - --
E, O BADS P.691 1. 5,50 56 0204 0,97 55 30 1,00 1,11 S5 0,0959 5.30 55,51 0.10 4 REGARDING DEVELOPMENT WITHIN HE 404 WETLANDS. C 'on@ 251 ea 0001 PAM House) •
•
1,11 1,0 e 24 NO BV UINC OP OPER THIN-HS SUBDIVISION.ARE L.00,ED ON !¢I '- - -' "-- -'-
li - 1, 7,66 77 0,103 0,96 )J 30 1,00 ].,SS J) 0,0959 741 77.61 0.10 I,55 • 1,04 THE NATIONAL REGISTER,f HISTORIC PLACES,. fump Imrllrnran ...M.4.5RP II '
- - - --- ..._._.__.�_____� SHEET 1 OF 41
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