NCC240871_Site Plan or Location Map_20240326

LINE SCHEDULE
® TO
Line Bearing Distance Line Bearing Distance Line Bearing Distance
L1 S 78°42'24"W 22.07' L25 04°58'25"E 30.77: L50 16°07:46:W 9.95: 1
L2 S 59°51'06"W 97.03' L26 21°18'54"W 75.92, L51 15°49,41.E 10.24, \ , 1 \
L3 S 51°47'44"W 48.42' L28 59°56 44"W 77.45, L53 49°45,45.E 35.15, 1 MOSS BEND,SEC.1 \
L4 S 25°47'44"W 48.q2' L28 20°56'44"W 77.45' L53 16°45'45"E 35.05' MB 33. PG 55-56 , A'".
L5 S 52°14'13"W 61.93' L29 00°09'06"E 74.36, L54 61°17,14.E 49.56, ` 1 ZONE RR /I \ e \ NORTH
L6 S 81°45'33"W 83.13' L30 31°39'55"W 29.36, L55 36°03,05.E 38.02, 1 RESIDENTIAL ,'- ` \ \\ N, \
V
N H
°19'29"W3778HI
II
24'30E61, \S °01'26"W 818' °47'50"W 91.40,N °26'21"W 4.10' °17'S0"E 17.70'°07'25"W 28.17'0 S °56'36"W 9.25'1 S °01'14"W 4.72' °12'33"W 41.44' 1 \°39'59"W 9.63' °06'19"W 137.40, L61 64°5737,,E 82.77 .10 c,• °01'S7"W 9.85' °58'32"W 33.32'• °20'57"W 71.62' °48'O8"E 15.12, , .W 7.64' °09'55"E 14.88' L64 40°29'S5"E 78.79' \�� - , \` \
L16 N 60°22'14"W 28.43' L40 N
°34'13"E 18.52, L65 32°04'21"E 59.81,°11'16"W 50.60' l66 39°38'40"E 17.02' UFFER , H S
°41'20"W 45.05' 67 39°32'29"E s7.ss' AST°19'36"E 69.66, L68 26.42'36"E 71.31,°02:20:E 33.09, L69 38°05:46:E 26.75' \°05'02"E 59.78, L70 27°34'11"E 24.26' / / -1 �\\ R J�1
L22 S 88°31'27"W 19.79' L46 09°15:40"W 23.15, L71 42°53:45:E 29.65, /i.'r . c = - '7 4,5k4 - / / •, r'
L23 N 47°32'30"W 31.82' L47 45°25'49"W 13.55, L72 31°12,01"E 37.26' \ i ;:•, .. �`/j` / ^"' `�\\ \L24 N 23°75'30"W 40.40' L48 82°24'47"W 33.96' L73 32°39'10"E 28.01' \ /i ,�` / '/, -` '. Po �TT ! LS• ` , t� / t j m \
L49 39°44'32"W 44.19' / T4``.;;__ ® xvi
ILEANA PALAU \\ / i/ �/� W ,.s � „Iv-- s.; 4 1R;',..., �4-' r' � � 6� A \ •\
a •
CASTRO \I j �r «'c � �`. {fig \ 'A \ /�
RESIDENTIAL �>• a�� .1�`L-�� , nA - sa..aAr. � - �\�-.
E _ y .F -2 ! 1 s7 i�'d� � ,�\ Y�y V A 60' R/w
Riw
PN 40298 /\ '� '. .`y4&,,$p ` � I �# �i...}R' 'R'�� _`# \ 76.5' 27' B-8
LEGEND ZONE NR _/ /• \ ,,7P� y "" 'r" 1• -� �, `"' 1� ` � v "5\ 1 �'-Z j ,"� PAVING SECTION TO BE 5' 5'6.5`
FE=FINISH ELEVATION i� /• / 'Si° +0'-Ilk
SF=-SQUARE FEET �.r _ < d�4 +,y F,. sE itek t �-b L2' -,,-,- •_ \}`'`�� ^ '°3tl}{I 'Z j �µN ;Ti PER FT DETERMINED BY CBR TEST "PER FT. SLOPE '1
MBL-MINIMUM BUILDING LINE / 4.*. - 4.-A "f 4S V A'�'��'P� 416i 4 SIL '�•'1 ".•sx01�. ' 3ih�+S��' .•
IT
CB=MANHOLE / - - "f y'. 4 > p , ). I
•
CB=CATCH BASIN � �NC ��,\\ V _ FF *it x 'IF�•, J CONC.
/' ./ - �� 6, f �1 ��� �_ \\_\ \_\_ . �_ `` °" �, S,c-^• 7.4_��I} 3, 6"X 0,-4„ SIDEWALK
DI=DROP INLET --�% r. E„_ 2glib, < 't \ J\<t. .p�,\ �J CABC UNDER CURB I
FES=FLARED END SECTION //•/ V
__ mil �v- 'f'" - \ ♦�� �` `_�_�- I • \ ., \`�\\_\ � \ '\ \ -I a
FH=FIRE HYDRANT I YTQ����G��==_�� _�_- ___ -'-�`�\\ ♦`a, v "+: 30"CONCRETE CURB d GUTTER
RED=REDDUCER // �_f 6,M..HE., +�!���,+_,<.�- !�-r.¢a ����_i`I��_����1►t+4. a\ \\\\�_S�\ �r° ,s. =
�,/' \ \ 3(STANDARD TYPE(
R=RADIUS / // i." ., 'T i:N cOU, �� �- „.„.-� ;lY .lt•1�-!' ___.""Il ♦ 'A�A�= '.. '"\
GV=GATE UMBER / / / - .. y�.' T-+ \�<,/` ,�/� � ,.rr.. � �� 3EL.S�. ' \_�� _� �_ �.��\ ,\\.
PN=PIN NUMBER /� // r r :? M :<+ T ••5°/ICI / .,/.II%IIF:i%%%141140,
,,. III"%/.II:� +�� -•,„.„:___ ���_- � \�\ : 1\<� _ _ 4 �,$,_ �• - TYPICAL 27' B/B STREET SECTION
/j / - ..4 Ai •4Vi`\'L ••94, `,7 T yip .18 ` A �� i 17,1r-v i4Fatr- -,,- •, c- .\ W/SIDEWALK
` �� �) �111'I%:I I.III'%. � '_�-_ \ R.\
END EX. I rx P `` `�\`�, -/..��� �� r II : ,' / ���� � �_ �v •\\ ChM'
y,-''-�J ' Cw!\ �. �`l{' 4 �K (STANDARD TYPE)
GUARD RAIL ./ / / 4 \ lil �I ti�`' \. Vic''/ I 1� \ E 3 I�/.•' `�� S `.Q?' FLOOD LINE N.T.S.
: `7\ 1 1 ♦ /4,1% /'/ 1 �\ I D k 1\ BFE-17.3
,A\,' ,\ / / i ^ _ 'Q L! 17A6z `�y�7 �'�,, \•
. B� �j1: a .s �,© A 1iS, k111.. Tsi , � V
.., / •l N �� \ le 1 1 \� A\ ♦E '� 4' (i •I LEGEND
T 11 ���' _ jt � 7 I n 1e\'; 500 YEAR
♦ \'\ \ // /-� / -� \ ♦♦\ 11'\ �\1��'l',/ "/// - - _ _ ���� --.A M1s * ,•I,, \f 4' FLOOD LINE RIPARIAN BUFFER
BENCHMARK • \ / / \ <\• ���/, w1\,\\ � + �` �-�� _Ilp s - �, i+'i WETLANDS LINE -_.__ __.
"GRAVE"
MONUMENT /./ % \ ' �� • \� I _ ::lat1::.,_Iii‘------.Tklk:-.47:km_i,N11
'- _ _ \ 100 YEAR FOOD -•---•-•-•
..CRAVE,. .1 // 100 YEAR \ 1.1 iy II I I `_ _-- _ ~ - _ 2 ,.
•1. _ //yy/ / / FLOOD LINE 1 I ♦ TE `� ��I I�11�I � � -. _ a: `+r,:--., �\ RI` . p1•''..' S00 YEM FLOOD
(N) 674254.13 \ / G .// I , L'1.. 4' �I fff'/ -� "` .`�� _ T := -�+���-�
st)141:
(E 12516369.55 1 / {{{�� BFE=17.3 ) L? 1 i 1 ¢0 _ I , - =-_ ...tin_ -1-- s.�� y %�"S0.• I,..: �. � c',.• �.. .
• / / ` __ EX 1ST INC COMMA(MAJORI
NAD83 (20017 ' / /• i / J s g,5�,• 1 ` ( ( I < _ - 1 I \ j EXISTING CONTOWININd(1 - - ----
(PUBLISHED( •1 �% /• I I �. % ,A �\��i�l/ e1t1\ � ,r E..��,_ - 5 I\ ��•�\\ _ -.�
EL•25.80 / FLO YEAR p ` •f'�! sile: (�,, �_74NCGS MSH "GRAVE" GUARDXRAII \ 1/' / / FLOOD LINE I J ( �' `,'l f I II P ,, ., 0,i� t I �, �111 �,•IE�}E.,' Y� y' �-}� y�C\ FINISHED EIEVATION FI:32.00
(NI 674253 9608 / / �, 1� \\\ I\��� • SILT FENCE
/ n• / 1 - 1 \�1•,1 63825F \ I�IE) 2516369.1480 / - _-_ I 1 ` "w' I \♦ \-IS \ � �tLtM1T5 OF DISTURBANCE
NAD83 (200171 1 6F • L`.,_.,.. i' :4,, I
q \ 1p '. RI A 1-PAM.1 ` OPEN SPACE
EL.25.62 / I � ♦ \�- 1 .� [ �4/a «��\ �j \ TvE 1 �i ���\�� �1 .,� �-r-�
�( 11. ` , � �� PROPDSED PIPE/ I1 -� � T�---_\�\ =_` « �.7• �\ \ �' RIPARIAN BUf FER INLET PROTECTION
1.1
I I EX.GUARD /' / \ , gryvpr�s�� �EE�_ 4 � aa=��t ►+��n ► ����y.`\\ � y'.`
°����"< � EXISTING DROP INLET 0
iit
RAIL • / I I I '\ 1 \Wii 6�B;.I EN �'G�7: 2:7 e�y ra- .,s4.4.. :-.-. �►a_wwic y tE� �G�+ '1Dl, \�
F_.-.-._ .-'•/• I •'\ I I i I/ /O%.� o, ___ ___--_ ~_����= `�-A �3ry.� 6%I' � , .j�.•
PROPOSED DROP ItAET/CATCx BASIN I • I \1` rP/ ��i t+o.v.- `� e.1°� ��1���TJp ivl• \�.
A -7! !•�I%IIVP: .." -!���A,,,, '�►'I I/I`� ` 4 lT, EXISTING xa1ERL INE
EX.GUARD 1 / \ .\
‘14,\ ,\.\,
• SiiS i.II' •lik. bL elikk• n.• 44‘E
--' ill
zo• tir
F: •EA �i' ` .NT 2., ` l rr - /��.'.�V• 'I IV►. I�• v �� � I -.sa �l �� I 4- :.s �, �i1 /� -+ ♦<wir A' / - v.v
� 1 /j'_' / __ � t � �♦ 7 ��� �� ( q IM� 'l fi- \ \ ��f � � •
\5 + �.r16 0I0 -�Ti 7 6 1 1125F84\ S�rvJ 1 a� \� ��•°._ ,+. �\�I �/ 1 1 � f 41�I � O ^ !1�e \ 1�\ 1.7 ��, E� �I \, %. ��f � 1' N /\ '•\SF O O ! I I � ,� 13 / .] ..INE '1 , I8 �I� '\. °6\ ����� 1.•��\, , �• 1. O/ \'\• •,C, I• v 13Ari -4s e4 11 �Ft m _� .15b .� ' �• - �„ 1 V j � sF I �, sF / v,1 r '� ♦�
sFv, al a a� 1 .. l p*,4v \i1,,IF,L„ it 2s '4 i l,, r� i4 IilI�\ iz,o,E s,„.., �� .1, � /1- 4 .m Av/ V��1�� � _ Q �II��` I I�L•TvAL, k '��i�l .: il I 1� I .�,� u .,�,I� .� ,,,..,L it.�'^`�30' MBL W 41�\/ L aDl �1 tL\ \ III - 1� III �' w ' (I I �` \� '''� �, / �.1 E !yffl 1 � Y \.- So 0 \ w .\'A ,; ►J ;ii - . _.- i ..� . Tar zr4 ��-- --_-�x\ �`®,..__ m _ - - -=- __ - _ w-,�I '*i4 #01 (t_.i '\
Yam . � �, 4 _ yW
■-_: �1� �_ Jlk�% �� b / BEi ORE YW LCC!•
a �y r,i� r `n�.es. +s.�7Y•r�utai �a�wsucas�a_�_�_�_� .sr_____��CFI��►��__ _�►QR�d�►�SiDiJG^� � _ �w►���y�? "TDDLLEFAEE 1
1 i(r� - ZTC-- - T 2T 1m/..1. \ki"4:. M.'f����ESCIE.1 pM.•�'-�Y� 1�►"__V�.___ v -I 'I -I - I I '7 � 7 I•40 i �,
I, .P ��-<• vr-.P-., 4 v v9,514r vry v �I� "V-IAA ♦A 1� v v iI /.�/,I/.p/.�"u.,l:/%��i�'�'-O.,/"'�> .../i/� '� V.iJ ZONE RR /Y"'^
•
1 •
�: 4 • ///r //%////%////r/////////,"/I:I///%////r////,'Ili i?'t!Il?2:40 e ; .K.WTem+./%I/e/.•wvi'%i+.%� /...4I LI_I./i�k / ./.mil O-r-�`- n o k likt �/R O
i 12 � / - 30' MBL SEBESINA I YE___I�`t 17`•�► .ier,` :"0,71711 ►'*41. Oti �.rwii�i1G► �ai.�ii�LIMM a►�w�A\�'��\R���R 41'ill III � :w�E RONALD WESLEY HOAG ��
•:\ Aar _ _ _______ 12. �. 187 I 122,,'-'1.,,,,,
27' 8 BC PURL ICIi� + ti ` • +L � � I I �' D 1 P 8 a `� uR: I B 1 0� G 23
j �` , EASE6UENi IT i L / `_ PN 36060 �1 Q
/ \ t Sf'�' Eruum tt ,h s i •u. \ , 1,,,,,,,,,,,,sN
IC0 ���� ,'' 6, k11,-- .°A fe.i�. 16 2.539 19 21 22 \` . o. F G: 1�j� E� }kVV: �. hs. �I®'III \ sF /
i T I,["�1L {� ` kiklis, F \ I <ORIi S�HE3LAM999�� 719.e52 70 O 1 t3.52. \\+�J\\ �� � . 1�� 135i \ � SF IF'..... I' .1 YI '�� \ /
1 ,, J SF 17 16 •' -7.� �1�l +2SF55 t152 R ' A ER 2.6 • -
\\ t 6 '''is
!xA i ik
'SE 1��I�, �1. ,Ia R E V 1 S I 0 N S
•
NSF 1 SF \ NR AR
5s:. : � I��II° � ` �� // BY NO. DATE DESCRIPTION
1
-----.- i 1:�.s. _ "•-.\ ��lik s�., 4 1r.57y •\ \\` .� l � L76 L75 "` 1 6• EI 5 1 `! 5 11°05 46'E 382. 4 , RAB 1 9/20/21 GUC
P .DR fJ
•
1' BA. •• - L:-uuJs>ZF DISTURBANCE J \ _ '9,b� \ ♦ \ I NJ 2 tnt/22 FM/ SMT
,1 I \ E-4L` - "--+.-_ �+ �I •I -.a b,.. - .�, \ \ 1 \ Esc.•� `H ✓o\\\ i S 11805
209"E \d:a°�S > ,/" / 7/22 ADDE
I r \ \Q----` .� � ---- _ -- --�'------ MN
-- -„ - -.- �_." �'- _�_ ?,$ .._--, - ------1�--- --------------------- --- '- $ ' -- -� - _- --- -4-// /� DM 4 z/?B/zz OMIT MH
I i ------------- - --_-- __�__= -__+' -�___-----� '==------- - ZONE RRi .c .,-- -.sip�' '\Y: _' -_-% DM 5 4/27/22 GUC COMMENTS
PIPE CHART ` -
1 �-
1'��\ PIPE# TYPE CLASS SIZE LENGTH SLOPE INVERTS PIPE# TYPE CLASS SIZE LENGTH SLOPE INVERTS J PIPE# TYPE CLASS SIZE LENGTH SLOPE INVERTS UMBERTO G.FANTANA\` ---- L DM 6 6.1.22 GUC COMMENTS
I 1 P1 RCP III 18" 72' 0.80% W=26.00 E=26.58 P19 RCP III 24" 194' 0.63% E=26.50 W=25.27 P39 RCP III 18" 24' 0.50% N=21.18 S=21.29 DB 2575. PG 199 CONS RUCTION 'PLAN
PN 06922 / DM 7 7414r22 GUC COMMENTS
P2 RCP III 18" 124' 0.30% N=22.63 S=23.00 P20 RCP III 30" 90 0.35% 5=24.27 N=23.95 P40 RCP III 30" 162' 0.30% E=20.14 W=19.65 RESIDENTIAL /GENERAL (GRADING, DRAINAGE, EROSION
• \ : P2A RCP III 18" 92' 0.30% N-25.25 S=22.53 P21 RCP III 30" 24' 0.50% E=26.0 W=25.85 P41 RCP III 30" 28' 0.50% 5=19.65 N=19.51 AND SEDIMENTATION CONTROL PLAN
P3 RCP III 18" 160' 0.52% N=21.31 5=22.15 P22 RCP III 30" 160' 0.68% E=23.95 W=22.86 P42 RCP III 30" 24' 0.50% E=19.51 W=19.00 T T T T7 1-1 I C LAN-DING
I I P4 RCP III 18" 24' 0.30% E�4.20 W=24.12 P23 RCP III 30" 28' 0.68% E=20.83 W=20.64 P43 RCP III 18" 24' 0.50% E=21.00 W=20.88 _i U If( E J
1 ' j P5 RCP III 18" 176' 0.50% E=24.12 W=23.23 P24 RCP III 78" 190' 0.65% N=26.65 5=27.89 P44 RCP III 18" 220' 0.50% N=20.88 5=79.00 -
j 1 P6 RCP III 18" 144' 0.30% E=23.06 W=23.50 P25 RCP III 18" 28' 0.50% N=27.89 S=28.00 P45 RCP III 36" 140' 0.40% E=19.00 W=18.44 LINE SCHEDULE.
1
P7 RCP III 24" 160' 0.67% S=21.21 N=20.13 P26 RCP III 18" 140' 0.50% W=26.55 E=25.85 P46 RCP III 18" 82 0.50% N=18.88 5=18.76 0 TO 0
�••j H'C•9 GRIMELAND TOWNSHIP PITT COUNTY NORTH CAROLINA
1 I 1 P7A RCP III 24" 88' 0.67% S=20.03 N=19.44 P27 RCP III 18" 174' 0.50% N=25.85 5=24.80 P47 RCP III 18" 82 O.50% N-18.76 S=18.35 Line Bearing Distance •` E\ q---
1 • I P8 RCP III 30" 76' 0.357. 5=18.94 N=18.66 P28 RCP III 36" 24' 0.30% 5=16.00 N=15.90 P48 RCP III 18" 24' 0.50% E=18.85 W=78-77 Lne S 09°56'06" 67.43' /25, FES ip, BILL CLARK HOMES
O g
P9 RCP III 30" 116 0.35% W=18.16 E=17.75 P29 RCP III 18" 162' 0.50% N=17.25 S=16.44 P49 RCP III 18" 136' 0.50% E=17.97 W=18.85 L75 S 09°51'14" 123.96' �•: OWNER: OF GREENVILLE,LLC
100 50 0 100 200 P30 RCP III 30" 32' 0.30% E=16.00 W=16.16 P50 RCP III 24" 24' 0.50% E=18.132 W=18.94 L76 5 11.32'35" 131.01' S r 2O 200 E. ARL INGTON BLVD.
_ P10 RCP III 30" 20' 0.35% S=17.25 N=17.17 _ �E 1D'
P31 RCP III 30" 91' 0.30X E=16.16 W=16.44 P51 RCP III 18" 24' O.SOX W=20.44 E=20.32 L77 S 12°50'16" 175.78' 3g ADDRESS: A
�� P11 RCP III 48" 20' 0.30% W=14.66 E=14.72 L78 S 15°49'02" 129.61' B45 _ GREENVILLE. NC 27858
P32 RCP III 18" 106' 0.50% E=20.21 W=20.74 P52 RCP III 18" 70' 0.50% S=20.32 N=19.97 L79 S 16°54'00,, 85.50' PHONE:
P12 RCP III 48" 24' 0.30% E=14.66 W=14.59 LBO 5 12°03'45" 78.33' '�'1'•F4• [phone]
GRAPHIC SCALE: 1"=100' P13 RCP III 18" 24' 0.30% E=19.50 W=19.42 P33 RCP III 24" 48' 0.50% E=17.65 W=19.19 P53 RCP III 18" 84' 0.50% S=19.97 •N=19.55 L81 SOB°36'27" 308.58' O/NEEP-- DESIGNED: DATE:
P14 RCP III 24" 20' 0.30% E=19.42 W=19.36 P34 RCP III 18" 22' 0.50% E=20.74 W=20.85 P54 RCP III 18" 147' 0.50% 5=19.55 N=18.82 L82 5 06.59'29" 133.35' , qB •`",••- RAB 1/26/2I
P35 RCP III 18" 108' 0.50% N=19.91 5=22.70 L83 S 08°34'37" 15 .80'
P15 RCP III 24" 56' 0.30% N=19.31 S=19.19 P55 RCP III 24" 136' 0.40% E=17.90 W=18.44 L83 5 09°34'37" 1bl.80' STROUD ENGINEERING,P.A.DRAWN: SCALE:
PROJECT NO.: P1622-002 P16 RCP III 24" 20' 0.30% E=19.19 W=19.13 P36 RCP III 18" 220' 0.50% N=22.90 S=24.00 P56 RCP III 36" 88' 0.50% S=19.56 N=18.00 L85 S 10.12'46" 105.41' 10?-89,,
P17 RCP III 24" 52' 0.307. E=18.50 W=18.34 P37 RCP III 18" 250' 0.30% E=21.79 W=20.14 P51 RCP III 18" 24' 0.50% E=20.32 W=20.44 L87 S 11°28'04"29" 98.10' -J IIQf zii RFEN CDMMERCOSTRFEI 1"a100'
GNFEXVILLE.XDR1N CAN0.INA nsse APPROVED: SHEET C20F 24
DRAWING NO.: 007 P57 RCP III 36" 236' 0.50% S=16.38 N=19.56 L88 S 11°12'06" 25.79' LICENSETISio6-5-3BLsz1
P18 RCP III 48" 24' 0.30% E=14.59 W=14.52 P38 RCP III 18" 208' 0.50% N=20. •14 5=21.18 L88 S OS°12'O6" 25.79' RICHARD A. BROWN. P.E. RAB