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m NV.65.57(„II I ° ,+ ♦ $ CB 13 _ /RETAIL-LUC=3 I 1-800-6324949
H0006948 •:71''a'•:7.._.. y yr ,+CRATE 67.Oo �'�
a ~mow bwvl ?Iµw + �,I i♦t INV. 64.4G ,� HOOD 66.26 �� ,•_,
3wa 44 1 INV.I63.13 Flo- •� is + ,'I'y+ y+ O INV.60.76 / J 'EX.20'DRgINAGE '� BISO,LLC
+♦t♦,+ ® / o ---- WOODED EASEMENT(MB 30,pG 72) °.m$- N°`+ ,°s, °s z OB 1466,PG 849 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
x¢m Ex.FH dd I E%.15"Rc I w i. ...„''' sll y t* p _ -- MB 59,PG 42 / PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
LL w346°_,{I jFI:,' [ I ! *t,�` ' -r •- S .:•''. - � , ms -___�„ - / PRIOR TOCONSTRUCTION-
°= °*I o _ ;.J; + t ° r y i y';.'r Ex WOODSUNE L ° s - -- 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG
D I °`Iw °g ::a: Z ♦ *+t' j'' * y+ / 6/.°�• 4, �,�.i.- \ + •66tl POST-DEVELOPMENT DRAINAGE AREA LAND USE CHARACTERISTICS
MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
w I : 1, ♦y 't •r+♦*r*,r I'i+'�+'♦ 1 / ;y°�, t c°a 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED
1'Sra:L: r
E BENCHMARK ° ' I Yn }1{ ♦ } + YI�32�( J ., ° / / ,ms •°ems \_ ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
RAILROAD SPIKE IN I - I i� ''I'i + + .) - L + + N (+ GRATE 6fi.e9 Imo{ CB$14 - / / xm.c •°°, DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION,
(^ 1 .:;1 ' ® -I r i, :�' -` HOOD 65.94 '"./! •°,s
o. UTILITY POLE II °° N •..1-. 2 . i INV. 64.64 - T 18"RCP INV.61.51 ONSITE RESIDENTIAL MULTI-FAMILY LOT AREA DRAINING TO SCM BYPASSED ONSITE RIGHT-OF-WAY AREA WHICHEVER IS MORE STRINGENT.
ELEV.69.49' ;1w o, « I�, :1:� ' `•'' 'tom:0.902 A.C...-1 `� t+ yS +♦y 0.19E A.G. ,•m•: (24"RCP)INV.61.02` - 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
(NAVD 88) I ° o ;;.L:- r'14 I� .o'-:.' / ,°n IMPERVIOUS TRANSPORTATION CONCRETE&ASPHAL AREA =6.972 A.C. IMPERVIOUS TRANSPORTATION CONCRETE 8 ASPHALT AREA =0.371 A.C. STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED.
APPROXIMATE I I ar,l ¢I w 0.157 A.C.'•1::� '\ 'a -' I�,ri t r♦+ ® �c. -/ s>e:1- ( T) ( )
LOCATION OF �m . I I I-::I 'r ) + * rT'
Ex a Pvc 3 j P III k �o '+ ♦ 'y+'t ,� w�-T- twB - IMPERVIOUS BUILDING AREA =4.396 A.C. PERVIOUS MANAGED RESIDENTIAL(MULTI-FAMILY)AREA =0.150 A.C.
o WATERLINE q C3 O *r+r ♦+ R=50'/ w1'' '(F A 20) t+r' +
of w ° :7t t,
g qp I ; ; f•' _ CHURCH-LUC=2 PERVIOUS MANAGED RESIDENTIAL(MULTI-FAMILY)AREA = 7.884 A.C. TOTAL=0.521 A.C.
Y p GRACE CHURCH fia zs o sa 19°• 15a
1 �e°a I I' +may• t ,+ , t �K:iel" I BYPASSED ONSITE LOT AREA
w w o w k ♦ ,*1 + / OF PITT COUNTY,INC. TOTAL=19.252 A.C.
3 w - "\::''• 1' : + t 1 i + t + : l i'// DB 1026,PG 113 GRAPHIC SCALE 1-=5a
I�' '3' *+�+♦ I+'r+ r t O 091 A C ° T - -I IMPERVIOUS TRANSPORTATION(CONCRETE 8 ASPHALT)AREA =0.171 A.C.
w o c' Ix / /' ' -_ _ �` - HOOD 66.48 °,/ •ems' OFFSITE AREA DRAINING TO SCM -IMPERVIOUS BUILDING AREA =0.231 A.C. SHEET 1 OF 2
w w 3 s % 0•, Nv-6224
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¢ I CB 18 ^ I ,�' OP IMPERVIOUS TRANSPORTATION(GRAVEL)AREA =0.063 A.C. DRAINAGE AREA MAP PARCEL#87744
¢ o II \ Pr PERVIOUS WOODED(RIPARIAN ZONE 2 ONLY)AREA =0.942 A.C. THE CHARLES
-I� HOOD 66..4
c0 IX.CB �x5 3�• III
¢ °d- I ° ,° / ®IMPERVIOUS BUILDING AREA =0.086 A.C.
z HOOD 68.66 I=I to `./-. 'r " ,.',-s _ , PERVIOUS MANAGED RESIDENTIAL(MULTI-FAMILY)AREA =2.680 A.C.
INV.s4.]s -
O EX.FLARED 3 %":':6 18"RCP.o osox :••j�' itlb PERVIOUS MANAGED RESIDENTIAL(SINGLE-FAMILY)AREA =1.754 A.C. TOTAL=4.024 A.C.
w
'w HC RAMP I e s C2 ° °4 h:_. --:.,-• µc2 g o5 =/�°° REFERENCE:DEED BOOK 4253,PAGE 620E THE PITT
r'w1 I -'• _ TOTAL BYPASSED AREA=4.545 A.C. COUNTY REGISTER OF DEEDS
= EXFH eG°1 ° �^ 6e[ ,0078A.C.;;, r LFte cBy1s6 w/ ,-' �PERVIOUSMANAGEDAGRICULTURAL(CROPLAND)ARFJk =1.296A.C. GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
p/W TPEo ° I° HOOD 66.67�c
y APPROXIMATE LOCATION c s,ss l ,,`gE 444 " "•"' INV.62.92 Ti
Iwzl OF EX.B"PVC WATERLINE - dq I �; +n4s a °THE CENTERLINE OF SOUTH PRONG TOTAL=3.199 A.C.
I _ -/ \t\\\\11111111111
URNBURY DRIYL SPNN / CBop PROPERTYL TyP)BRANCH IS HE TOTAL AREA DRAINING TO SCM=22 1A.C. LC
GG�) a OF MEET NG HOUSE BRAN t OWNER- THE CHARLES ON THE CHARLES L
0 36'BIB PUBLB IF - _ Ho 6zOs� .4j''A
(50'RIW G ^� INV.53.55 \HPGE PG121 -`�O,*•*E5
cr G/>�\ -00 M03E. ,a
Rlw' gppROXIMATE L GO ATION UTP. tli c ,)� _6 1 \� 581f`ENS\ ° - = _ - ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
I s ° - SEAL (910)
1-050 NC 28305
no OF E.X.4"PE GAS MAIN
43249 PHONE: [phone]
EX CB` 3 ^FX 24 RHOOD 68.56 s �° i° , ,6°.5
HOOD,
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INV.OUT fi2.86� o J 111 ( EX.36'RCP /i z
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p - oc 63� urP PEARTREE - - CHECKED: -IP SCALE 7"=50'
9 170E-0 FAST AR27" B 25?756.
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(36"HPS)INV.58.90 // R-9S
/ 0.037 A.C. ----- I
0.018 A.C. °0 0.032 A.C. \ AGRICULTURAL-LUC=1
JOHN MARVIN TAFT
RICIA SCHELLE20 BOWEN,ETAL s o 4. L,•J ,
ESTATE FILE2071-877
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4OLF SWALE#3®1.08% SwALE I 1.674 A.C. ` 0.043 A.C.Iv
w/5:1 SIDE SLOPES' INV.fi4.50 -FES#3 N6 /
57.17 rs, STO STI-A D
::'0.014 A.C....:'• ♦ 5 CLASSB - I1
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MEETINGHOUSE / I I l B INV.5424. - EIP -� I s_,
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gyfhG"k-/' \WOODED\ '.aF SO�gUC r sz5 +a o 1. 25 OMM PG 1361 S IN o IX.SSMH /
RIDM11 NSUF O 2 'r' UTILITY lM8 EW RIM 55.11
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°�•_r / I. / ,-� \ // B�7ryK' I CIL 43.22 MB 38.PG 1361' l�
Y S ysss THE CENTS NE « ¢ IX.SSM
l
r ` - MEETING HODS i �p`I� N .RIM 65.6
-�- i• OR l �. BRANCH IS INV.42.35
�� - IX.SSMH(TIE-IN) _ __________ ' /
a1z __sse�, INV.52.63
AGRICULTURAL-LUC=1 "0L ��\ RIM 58.20. rs EX SSMH --
CLIFTON LLOYD BROCK,JR., _ IX.8":NV3N52.57crop) y� E-IN 56 EX.24"RCP
TRUSTEE UNDER THE KITTELL IX.B"INIXBINV.O430bo rn ) /
4r RIM 58.20
IRREVOCABLETRUST NEW 8"INV.IN 47.83(TOP) 3 INV.IN 47,83 /
DB 3051,PG 312 NEW 8"INV.IN 43.80 IBOTTO INV.IN 52.51
/ INV.OUT 43.60 /
OR
MULTI-FAMILY-LUG-2 WuNE / \ /15 /
FARRINGTON TRACE,LLC \
DB 3897,PG 752 d"ME 85,PG 174 / \ / �16 /
14
( SINGLE-FAMILY-LUC=1\ /
MEETING PLACE
/ ME 36,PG 736 / 17
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/ THE CHARLES
Call 72 Hours Before You Dig!
REFERENCE:DEED BOOK 4253,PAGE 62 OF THE PITT
1-800-632-4949 COUNTY REGISTER OF DEEDS
\IpRllrrryllG
IS GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE = E s s 0•w PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED r
PRIOR TO CONSTRUCTION. ' OWNER: THE CHARLES ON THE CHARLES,LLC
2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG _' SEAL
ER
MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. = 5 43249 ADDRESS:639 EXECUTNE PLACE,SUITE 400
3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO 0E PLACED f� p� FAYETTVILLE,NC 28305
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA '%c"•.„NG I H CE,•w.OP`�`
DEPARTMENT
SOMORE TRANSPORTATION,OR LOCAL JURISDICTION, �'']p�R p"A"I 11;\�\x0` PHONE: (991'0)481-05001WHICHEV ^ E$
N A SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING Baldwin Desigur--'a DESIGNED: IP APPROVED: IP
STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. 'b��
3
Consultants, PA DRAWN: MAH DATE 04124/2023
EIi0NED5NG-SURYEYMG-PIAFBNG
GREENVUE,NC 2785E 252.756.1390
1700-D EAST ARUNGTON BOULEVARD CHECKED: UPSCALE 1"=50'
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