20030841 Ver 1_Site Plan_20070831

ON B RAN04 ROM
vi
ALBANY DRIVE
/ o0 a _ N
ti MAMIFID FA8W01/T
WURL
/ ALL EASEMENTS ARE 20' DRA 20' DRAINAGE AND UTILITY UNLESS T ~tia
OTHERWISE NOTED.
NOTES: VICINITY MAP - NOT TO SCALE
1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
~0 X00 ~ 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10•;
REAR-15'.
Ci \ 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
N/F JOHN KOENIG
/ REGENCY P. REGENCY PARK SECT. 1 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REOUIREO. M.B. 41 P.57 SLIDE K-1104 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
D.B.1254, P 762 M.B. 41 P.57 ZONED R-7 ~~/Z(V ZONED ZONED R-7 RIP RAP AS SHOWN ON DETAIL SHEET. 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
0 / OF WAY. LOTS ARE TO REMAIN UNDISTURBED. 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
S~ 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET - 3 TO SIDEWALK PER N.C.O.O.T. AND CITY OF JACKSONVILLE'S
0 E ~/e 3 \ 8 ) ~ = SPECIFICATIONS.
ms I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. NEWPQRT DRIVE - 60' R/W 00 13. SIGHT DISTANCE ARE 10'x70' AT INTERSECTIONS.
Q TOP. 05 CO x 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
~4+q~, 6 ) I w 1 I 7 15. SIDEWALKS WILL BE CONSTRUCTED AS REOUIRED BY CITY OF _ g JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
/ 33 A4, FIOSi. NN$ ( 1 ~ ~ 88 91 > a a 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
Q g MAP #370178-00018 WITH AN EFFECTIVE E 240. 2' < 3 ZS DATE OF FEBRUARY 15. 1985 AND FEMA MAP #370340-0190C
` \ e i I t I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
}Yi !Q 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
34 a}ey 67.96 87 O # i I tl CONDITIONS PRIOR TO CONSTRUCTION k CONTRACTOR'S \ 87 b' \ - - - ' 0"T. WS RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
~7 i CO COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
\ \ 86 $ 85 - - r Q I i8. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND O m \ \ 3p ti" y I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
1132 92 JACKSONVILLE'S EROSION CONTROL SPECIFICATICNS.
35 / / Q1 A~ e'r A FILL AREA a q 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE \ 40,4n47 .a.n. I $ _ r 0.93a3 ovw I Q Y BLOCK FILTER (SEE DETAIL).
ULB 84 80 III I J I ~I$`- 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
104 4\ cp• 4 ~qy 4. ` I yc' 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
BUILDING SETBACK.
O3 \ 4\ ~0. rtr.yp• I ~S 4 a a 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST V OFF BACK OF CURB. \qt ~T 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
L 130 94 / ,6 102 102 8 \ \ 83 a a> WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
/tn,eEaJO p.lE / to O 8 \ \ / J.N aaa 37 8, a 47• / / ` 47/ g / 106 3' \ 79 kk s ; ON ANY ROAD 13E0 THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE. ?p O _ 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
95 / \ 101 To ' AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE. 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE SHOWN
~7} 26. ALL HOUSES ALONG FAWN TRAIL MAY FACE FAWN TRAIL HOWEVER CORNER \ 100 \ ~y T.' \ e \ DRIVEWAYS ON CORNER LOTS SHALL CONNECTED TO THE SIDESTREETS.
W FILL AREA
38 *4~• Y•' eY 107 / FILL AREX u, 27. LOTS 67 AND 126 HAVE BEEN OMITTED. r` CL32 wR te' 0.3 oerM J~~ \ mod' \ ~r _
128 96 , /
\ 4 ~ 110 110 03 ~o1?M
77
v 4o-l I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS EMMS MADE UNUNDER EMYSLPERVVISION (DEED REFERENCES SHOWN SURVEYED J ruse 114 76 wG n \ OAFS HEREON):INDICATED BOUNDARIES NO OF PRECISION E %q C AS CALCULATED IS 1:10,000+THE RATIO
; WITNESS MY ORIQNkA~SIGNATURE, U E~~~ NUMBER AND SEAL
O p ~y/ rye / \ \ ` 111 / / 113 a4~ 75 ~ ~ THIS I I DAY OF C rwv 2091.
'ayw \ \ 120 % 118 \ 112 112
r• JOHN L PIERCE P LS ' L-
41 / ~ \ ti,~ 117 ~ \a4
/ L82 121 SD~pRO 1y / V'
/ 116 a~ \ 73 / s ve ov %908
7e7.e7' a~/ /4. aye, 22 F f
h - _ 41 W 401 GRotip
1 72 -_l

EIS 42 o4 / \ 'po
~ ~ a m ~ 124 •^8 % 71 WATER QUALIIYSECTIOAv
6 as 48 > \ \T~ _ v ' AREA RESERVED BY OWNER
O (TO REMAIN NATURAL)
N/~ PELLETIER~ , / \ 70 3 41 ACRES TOTAL AREA OF
NO ZONING S 47 V a!7~. ` ,Qy4k / ,j WETLAND IMPACT =76,102.51 S.
(1.747 AC.)
EIS 4a 26' S1 g/„0 / \4\ nu W / / '~/~SJS 69
44 _ 46 aR 52 = O ~ 59 s q'P TRACT DATA:
4 - - ZONE R-7
68 TOTAL AREA = 41.81 ACRES
LEGEND 2660 S.F. 58 60 I+ ~iq~ AVERAGE LOT SIZE - 11,900 S.F. TOTAL NUMBER OF LOTS - 98
0 SET IRON STAKE FILL AREA
MH MANHOLE ES w~ KOENIG LINEAR FEET OF STREETS - 6031 JOHN / , F9 ! D.JOHN , P. IG TYP• LOT DIMENSIONS - 85'X 140' 762 MINIMUM LOT SIZE - 7,000 S.F. (BY ZONE)
D&UE = DRAINAGE & UTILITY ESMT. WV WATER VALVE 53 57 ZONED R-7 WATER\SEWER - CITY OF JACKSONVILLE
FH FIRE HYDRANT s s Mena • / / / ~1 61 DISTURBED AREA - 40 ACRES
RCP = REINFORCED CONCRETE PIPE ar.p~?-
MBL = MINIMUM BUILDING LINE El . / / ~v ,ry S. T. - 10' X 70' SITE TRIANGLE 14N~ / 66
x 45.2 = SPOT ELEVATION / n4) FUTURE FRASER PARK WETLAND IMPACT MAP SUBDIVISION PREPARED FOR
x m- PROPOSED ELEVATION 54 / / 56 d El O
~ - DIRECTION OF FLOW 62 INV. - INVERT REGENCY PARK SECTION II
G.V. - GATE VALVE E / 2 3 ~ OF
-X-X- - SILT FENCE / N/F h e4raal ` i / 55 % 44~ 65
CB CATCH BASIN JOHN KOENIG WILLIAMSBURG PLANTATION JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
JB - JUNCTION BOX D.B.1254, P. 782 ~,r 63\ ' TBI TO BE INSTALLED ZONED R-7 ! PREPARED BY
= ROCK CHECK DAM CURVE TABLE d 4. x/(990 JOHN L. PIERCE & ASSOCIATES, P.A.
CURVE CHORD BRC CHORD DELTA RADIUS ARC TANGENT ss 4E (q S~ d JACKSONVILLE, 540
DOUBLE CONC. BLOCK FILTER Cl 41 •W 78.25 480.00 76.33 38.25 ~'a• RF ' 64 d l *00'03 M'40" 4910-346$ OLD DATE: MARCH 11, 2002 PHONE: [phone]
C2 N 4 139.27 43 190.00 142.59 74.84 - l OWNER/DEVELOPER:
C3 N 146.80 200.00 150.10 78.78 g q~ / JOHN KOENIG SCALE: 1"=100' F.6.525 PG.31
C4 1 ' 'W 105.94 9 '40 885.00 05.75 52.99 _ *000 106" CS 4.4 ' 4°W 27.88 7 6'39w 685.78 27.86 13.83 6200 RAMSEY STREET JOB III FILE NAME: REGENCY SECT II+ FAYETTEVIL.LE, NC 910-488-1976 GRAPHIC SCALE
C8 N44.4 '1 ' 29.13 1 '4 *05" 100.00 29.24 14.72 \
..n n„ na a In ,n
G/ 74 W IHO.tlO 1 J4 1a .w ua..n ao.+v \ / '1 /i ` \ \ IW V
C8 N 4 "W X96 1 1'19" 200.00 59.31 35.00 4 REVISIONS: JULY 22, 2003
09 4'4 ' 4"W 40.33 218'39" 1000.00 40.3J 20.17 96 J CIO "W 33.11 7 300.00 33.13 18.58 i (ADJUSTED WETLAND IMPACTS)
C12 N 148.41 2-49-4o- 2965.00 146.42 73.23 \ IN P'ELR' ) NOVEMBER 11, 2003
C13 N 4 2.94 9' 278500 2.94 1.47 7 / (ADJUSTED WETLAND IMPACTS) 1 inch 100 f4
PORTION OF 0.8.1254, P. 762

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR MILUAMSA" PMKWAY
LAND SURVEYING IN NORTH CAROLINA. an
THAT THE ERROR OF CLOSURE IS N
1:10.000+. THAT THIS MAP IS NOT INTENDED TO BE RECORDED.
WITNESS MY HAND AND SEAL
THIS DAY OF~? 20A .
-AL 7
73f~F~C~F R~E~C~C-75~6- \ VICINITY SKETCH NOT TO SCALE
01 1 0 I ,~0 I
n
n~ O C~ 16 I C I I-
III ~ ! 1 / - - . I NOTES:
~Py~~~I ^ \ SETION PARK I 10I1 I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK \ 2~ \ \ I I q II I ; M 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10';
/ rho
hS~~ f rII - I- I I I 3. ALLAEASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS / / I p I I Q I I C + - I OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
24 22 #e 26 P 01 1/ N I I I S. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
Q x \ 26 3 FAIRMONT LN I ~ I I 1 OD 1 I 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
/ i 20 9 21 3~ 22 e Jr I I ~cl- I - / I I I RIP RAP AS SHOWN ON DETAIL SHEET. ~~t+l F N0 - - - - - -F- _ 8. GRADING TO BE UNITED TO RIGHT OF WAYS. CLEARING WILL
s / •8' Jr X1'41 GHT BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
404 111-11JA00 \ / _ / I / 1 ' . I I I Q~ II I I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED. 9. AL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
UNE 24 / - 8ZD 1 00 1 PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
z~y 9e'1•~ / ^J I I - I I ImII I I I I 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
76 lb 10 Pti s / L I I I ?I y I 11, ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET $ fib / - I ; L~ I i - I = II Q r TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
DRAINAGE DATA: x 3O SPECIFICATIONS.
PRE- CONSTRUCTION: ~ r, TOP- 310j~}' •SB 1.p c 'q9 I ' I J I '
0- C 1 A I I r~fr -.NV.22.47 hh 26 26 \ 12. ALL CUL-DE-SAC WILL ;a ~tr\ / _ I ser2e'27E I I I I ( I 'I II I I I I I HAVE 50' RADIUS. 001 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. 8 z > ~5 - iTtft)Q a I _ 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
0. 0.20 % 5.5 X 12.75 0- 14.03 CFS 18 d x z I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
w2.ee FPS ~C9 27 28 a X L 15. SIDEWALKS WILL BE CONSTRUCTED AS REWIRED BY CITY OF \ 30 31 I I I I I JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
8 / 4r POST- coNSrnucnoN: Jv/~1~ d? p t k o ^8 e" / 11 , d aq 8 R& -8 II I /0 N I I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
0 - C A 17 29 R 8 ?g 32 I I I r 1 I MAP #370178-0001B WITH AN EFFECTIVE
0-0.40%7%12.75 0- 35.70 CFS h , 12 10 ti ' d' e 6 4t O R A I - 6 9 8 DATE OF FEBRUARY 15, 1985 AND FEMA MAP 0370340-0190C
V- 400 FPS 1~ di L I1g II I WITH AN EFFECTIVE DATE OF JULY 2, 1987. 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
W &Y OF Sr' ~•LT - -J I I- rn I- CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S eS~• RESPONS481LITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
a~ i xeue 13 Qt. m ~_rI _ * / ro g F 8 °a00 01' , I Z ao COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
~NV.1aa 4 C4 - - m B IV~- ^ I I-I 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
0,14 / \ 16 / J ~4b• y SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
34~~ Q ~o 7 / / 4 07 8 g I 9. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
a - w~ ~C~ ~e-/ / i 4ov. F P' 4 110. ,;z I :0. ALL CATCH BASINS TO BE PROTECTE BLOCK FILTER (SEE DETAIL).
4 er C6 s4 40 O 4 D WITH DOUBLE CONCRETE
"~z o^ cap g,: ~ Vr, 1 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY 8 J 1 ? $ I S ~O I E A• - / I ~ I 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
''Ate _ N~~~ N / _ @5,~. $ g O o I I G Q r BUILDING SETBACK.
a3:i 49 ~b PI- I I I 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF EACH UE CURB 3 I' 160' 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
15 >>•BB• ? I ri3 I I I 'I II I ^ II I I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
_ I 26 99 34.25' M97' 77'W 1 ,00' I I I I I - I OAD BED OFTDUCTTILE IRON PIPETOFBE ICITY ACCEP d W 25. TWENTYYLIR EA FEET THA
4:ea i AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
~ ' 2 I - - - - a I 26 ALL INTERNAL STREETS TO BE 31' BACK TO BACK. TOP-32.3 80AO'
Z INV-20.9 PROPOSED 1 Z _ EXISTING i N 13•RCP I I I TOP_ h O
INV-28.26 I II INV-28.28 Cn PIPE-N-
FZ r 32.3 I I I I I I _
RICHMOND PARK_
M SECTIONS 11 & III
n1 ~
/ RATIONAL METHOD: 0 = CIA 0 = (0.41(7)(A)
I / 1 N 0 (2.81(A)
FUTURE DEVELOPMENT ACRES
r ~ \ Y S PIPE ON OFF 4GRADE CPS SIZEI IN) IENGTNI FTI
A 0 1.10 0.35 3.1 158
B 0.39 1.10 0.35 4.2 18 35
C 0.63 1.82 0.35 6. 9 24 193 /<F / \ I D 0.61 0 1.05 1.7 15 189
E 1.24 1.82 0.35 8.6 ?4 226
F 0.55 0 10.87 1.5 15 27
7~1 V 0 2.35 1.82 0.35 11 1 24 330 H 3.02 1.82 0.35 13 6 30 27
I 3.69 1.82 0.35 15.4 30 782 J 3.69 1.82 0.35 15.4 30 ?35
K 0.75 0 0.3h 2.1 it, 27
L 5.24 1.82 0 35 19 8 30 167 M 5.24 1.82 0.50 19.8 42 252
N 0.29 0 0.35 0.80 15 28
0 i 12.25 2.54 TO O 4„(,MP) 63
NOTE: ALL PIPES AREA TO 8E REINFORCED CONCRETE PIPE IPCPI
- UNLESS OTHERWISE NOTED.
M INTENANCE PLAN NOTE: P NOTE: NO WETLANDS DELINIATEC UNLESS SHOWN HEREON
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- GENERAL GRADING & DRAINAGE PLAN
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL LEGEND STORMWATER/EROSION CONTROL PLAN
PRACTICES AS DESIGNED. 0 = SET IRON STAKE PREPARED FOR
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED D&JE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I OF
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS WN/
- PROPERLY. 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH _ WATER VALVE OWNER/DEVELOPER iVILLIAMSBURG PLANTATION RCP FIRE REINFORCED HYDRANT CONCRETE PIPE R JOHN KOENIG JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. S.T. - 10' X 7C SITE TRIANGLE FAYETTEJILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, X 45.2 - SPOT ELEVATION 910-488-1976 JOHN L PIERCE & ASSOCIATES _P.A. X®- PROPOSED ELEVATION TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1~,a~>~ INV. INVERT
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE O4MER WILL PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY S70RMWATER AND ALL .V = DIRECTION OF FLOW PHONE [phone] DATE: NOVEMBER 3, 2000 G.V GATE VALVE ZONE R-7 TOTA AREA [ 75 ACRES •'~glj. CA iV~.• r SCALE: 1 100' F.B. PG. -X-X- SILT FENCE AVEPA~ j,:,T SIZE - 11,900 S.F. F J09 i FILE NAME:
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. Io CB CATCH BASIN TOTAL NUMBER OF OTS 3na GRAPHIC SCALE REVISED: 12/08/00
Iona .i - ,.C M.
TEW - TO BE INS'ALLED TYP. LOT DIMENSIONS = 85'X Ia0' %A L f
'tl0 0 !D 100 700 400 ROCK CHECK DAM MINIMUM LOT SIZE = 7,000 S.F. (BY ZONE G~ w -
~-T WATER\SEWCR - CITY 7A JACKSONVILLE !'RES tKEF~=°l~.'~ DOUBLE CON:- BLOCK F;LTEP. DISTURBED AREA 12 - L1 1
b M NE ( Dt rM SHEET I OF 9
i inah 100 ft
762 REF . , 54
w -

THIS iS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRAC1IMIffi k c r ' LAND SURVEYING IN NORTH CAROLINA. IR ~ WKLIAM9BURC PARKWAY
THAT THE ERROR OF CLOSURE IS z~a
1:10,000+. THAT THIS MAP IS ~ t . M
NOT INTENDED TO BE RECORDED. ?T <'ryf c5J1 ~y WITNESS MY HAND AND SEAL N
THIS;'fDAY OFjN20.1 r 4 v Y
E
JOHN CL~~ 2348 7
VICINITY SKETCH
\ NOT TO SCALE
r 0 r
\ 1' \ B IF-
11 I c G~ 16 I II I \ 00 I I
HYDE PARK I I I + - - - - - I NOTES. r P. I SECTION I I O
_ 2. SETBACKS: FRON I 35; 'ALA rNFf t -IA' ''i101 10" pro
1~ I I ~~II 1 I 1 ACTUAL PROPERTY IINF RUN% UTH CENTL.R Of i1111K 0 r Y ` , I REAR 15. 4~ ~ ~ ~ ~ I I I Ill ~--I ~ 3. ALL EASEMENTS ARf 20' URMNA(:F AND UI'IIITf ONIFS:
- - - OTHERWISE NOTED
/ - _ \ I b 1~II I 4 LOT DIMENS40NS ARF %LALED
O ON i I A I~ I I I I I I I f, SOIL DISPOSAL AND DEBRIS WAIL OF HAULED it PrfoJ1pE'D FAIRQ 00
20 2t 3,2 22 \ 7. ALL FLARED END SECtIONS TO DF LINED WITH CLASS ()NE / N T LN. / - \ I I III I I I RIP RAP AS SHOWN ON DETAIL SHEET.
8. GRADING TO BE LIMITED TO RIGHT OF WAYS, CLEARING WILL
I:~1~ I BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT I I- - ; I I OF WAY LOTS ARE TO REMAIN UNDISTURBED
22 ~B1s ~Q~ ~1 23 / ' / _ I I I I I I I
PbZhg '`i^ 24 24 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20• RADIUS AND O 25 Coll 00 1 PAVEMENT INTERSECTS TO HAVE 30' RADIUS
10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. p~ a _ ~Irl ICI I I}r& ~ r r ~ I _ 11. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREE'
/ ry' I ' 'I I p r-j TO SIDEWALK PER N.C.D,O.T. AND CITY OF JACKSONVILLE'S
i \ \ / I - I 16I I i II I I J1 I SPECIFICATIONS.
g p \ - I I - J I I I l 3 I r 0\ I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. 26 - III I b I I 00 I I I 13. SIGHT DISTANCE ARE 10•X70' AT INTERSECTIONS.
_ U I l 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
18 1 27 O I I l _ STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. \ 28 30 31 Ee I i j I I AIL - - - - r I 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
d N-'}; JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
\ q Il i I l II ' I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
.4, R 43 29 4 32 ; I I Y I I r I I I MAP #1370178-00018 WITH AN EFFECTIVE . aN i I I I DATE OF FEBRUARY 15, 1985 AND FEMA MAP #1370340-0190C
_ _ - - - - _ - S o b~ I I I I 1 - _ - I I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
- - - 1 ss ue I I d r - 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
13 # s i I Il r CONDITIONS PRIOR TO CONSTRUCTION ?4 CONTRACTOR'S 1 I ' I I I RESPONSIBILTY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
~ / ~ftt 06 00 r I I COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. J# 8 I I
_ I I - , 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND \ _ ' I I I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
A
14 O I I L - - - - _ _ JACKSONVtLLE'S EROSION CONTROL SPECIFICATIONS. m I II-~ I 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
O _ c I rPw b l I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE - I I ii I- 9i f . I II I ^ I BLOCK FILTER (SEE DETAIL).
o aUg` 4~I r I r` I I I 21. DRIVEWAY ACCESS WALL NOT BE ALLOWED ALONG WALUAMSBURG PARKWAY.
Q _ O O i
3 IsO h I I I I I I _ - - 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM p ! BUILDING SETBACK.
4 N ~e 15 y -I I I ! I I I cD 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. ' I 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
AI I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
I ~ E I I F. ON ANY ROAD BW THAT 15 10 BE ACCEBRD FOR CITY MAINTENANCE. I I cr., I I I Z 25. TWENTY LINEAR FEET OF DUCTLE IRON PPE TO BE INSTALLED
t - - - - AT ALL CROSSINGS OF WATER LINE AND REIWORED CONCRETE PPE.
i I J I 26. ALL INTNWAL STREETS TO BE 31' BACK TO BACK.
Sglt ~2 „ ; I I n O
m
o - ~r I ~I I _ I
70- I I ~I 11 I _ ~ -"9 I INV ~ II i r
y INV -1fl.W RICHMOND PARK Iw I -
i SECTIONS 11 1, 111
j
I~r
FOTURE DEVELOPMENT
\ " k a'k
i
33 f
i
MAINTENANCE PLAN NOTE: NO WETLANDS DEUNIATED UNLESS SHOWN HEREON
?-A,1 EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK ANY NEEDED REPAIRS MALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. LEGEND WATER & SEWER PLAN
2-SEDIMEN- MILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY 0 = SET IRON STAKE
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED MH = MANHOLE PREPARED FOR D6dJE - DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS WV = WATER VALVE OF
PROPERLY. 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FIRE HYDRANT
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP OWNER/DEVELOPER: WILLIAMSBURG PLANTATION R = MIREINFORCED NIMUM BUILDING CONCRETE LINE PIPE JOHN KOENIG MBL MINIMUM BU 6200 RAMSEY STREE' JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SEDIMENT FENCE MALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER S.T. 10' X 70' SITE TRIANGLE FAYETTEVILLE, NL PREPARED BY
4-ALL SEEDED AREAS MALL BE FERTIUZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910--488-1.976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A. ® =
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER_ 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 INV. = INVERT PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. a GATE VALVE ZONE = R-7 `,~„t Neenej~.
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- = SILT FENCE TOTAL AREA = 12.75 ACRES T1R r•, SCALE: 1"= 100' F.B. PG. CB CATCH BASIN AVERAGE LOT SIZE = 11,900 S.FC~~{ °p JOB # FILE NAME:
N_r TATAI wILIGCO (Y I f1TC - 19 W .1 -
F, JB = JUNCTION BOX LINEAR FEET OF STREETS =v1909 ~t v ; GRAPHIC SCALE REVISED REVISED: : 12/08/00
y# TBI TO BE INSTALLED 01/15/01 TYP. LOT DIMENSIONS 85-X 140' 7 5 k. x
1{ 4 a r = ROC( CHECK DAM MINIMUM LOT SIZE = 7.000 S.F. (BY ZON i I; J 100 ° e° 100 2°° 400
1 Y' y 4ry3 'i. WATER\SEWER = CITY OF JACKSON 1L'E DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 12 ACRES
•a SHEET 2 OF 9 •~~'+ar•hsu'"- I inch = 100 ft
Y ~
~ ~ y

T
NOTES:
1. LOCATION Of COSTING WA7M R SEWER MAINS TO BE VGKD / AT TW OF OONSIRUCn01l
i 2 CONTRACTOR TO MAINTAIN 16' VERTICAL OR 10' H6fgONTAL
WARAiION IIIE1NEEN WARM AND SEWER MAINS ( NCAC TITLE 15A• V I WOMAP70 16C, SECTION .0606} O. l
I CONTRACTOR TO LAY FORCE MAW AT EXTRA DEPTH 1D AVOID CONFLICTS WTTN STORM DRAINAGE OR OTHER uTuT1E61 /
jN0i / 4. SEWER TREATMENT BY CITY OF JAOCSONNLLE. s. OF ALL JACKSO! ALE SPEC0CA1IO PRACTICES SHALL Y ET an
~i 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS MID EXISTING Oy,
z CONDITIONS PRIOR TO CONSTRUCTION. O 7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL.
EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING. `
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SCALE HORIZONTAL = I'= LO' 40'
VFRTICAL = 4' 4' ---6 - WATER SERVICE
SEWER SERVICE
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i u Tz;. REGENCY PARK SECT. PROPERTY OF: S 8 1 NEWPORT DRI Vt
JOHN KOENIG
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JOHN L. PIERCE & ASSOCIATES, P.A. 3 OF 9
LAND SURVEYING - LAND PLANNING - YAPPING
409 JOHNSON BLVD. - JACKBONVEUX, N.C. - 28540 DISK
REVISED DECEMBER a :000 Phone [phone] - Fax [phone] FILENAME I -I
WiO V 3, 2000 SCALE AS NOTED DRAWN BNJ DESIGNED DN J08 NO.

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NOTE: ALL PIPES ARE REINFORCED CONCRETE (RCP) UNLESS OTIERMSE NOTED
ACRF9 Q ON OFF W GRADE CIS SIZt 11, C r:,I' rv0 0.5, a-35 E s ss
MAINTENANCE PLAN a c 5 c 31 s 205 id GUNI BRANCH ROAD
. 1 31 0.51 0.35 4.12 15 238 NOTES:
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT THAT THIS PLAT WAS - . 30 C 3 , '2 2 t-855 LF OF 4"HDPE(N-12) PIPE ION FROM AN ACTUAL SURVEY E 3.74 0 s~ 0 31 9.6. 24 n
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED DRAWN UNDER MY SUPERVISION FROM AN A FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- MADE UNDER MY SUPERVISION (DEED REFER F 5 0 0 0.31 4 53 24 1 TO BE INSTALLED. WCNYONO OIB~E IN (DEED REFERENCES SHOWN 01 C s C 36 .4.83 24 8,4
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. HEREON); THAT THE BOUNDARIES NOT SUR1 2-CONTRACTOR TO AVOID ALL 4RIES NOT SURVEYED ARE 6 U1 0.s 0.3E ~4 B3 2i 269 n 6 54 0.51 0.35 16.14 24 CONFLICTS WITH UTILITIES
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL CLEARLY INDICATED; THAT THE RATIO OF PF PRACTICES AS DESIGNED AS CALCULATED IS 1:10,000+; WITNESS MY HE RATIO OF PRECISION ' 6 )9 0. 5I 0 3s 17 06 30 +su ugµY pByE WITNESS MY r 6.99 0.5: 0.31 1:.06 30 18 3-CONTRACTOR TO BE RESPON-
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK ORIGINAL SIGNATURE, 'A *E NUMBER Al NUMBER AND AL 1 6 09 0.50.3: .06 30 ,46 i 7 4 0 35 8 30 346 SIBLE FOR ALL SEDIMENTATION a Z
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY THIS_ DAY. AF,.yr_ , 20 0.35 9 ' 0 346 AND EROSION CONTROL MEASURES. • a 7. a4 0.st 0.32 19 (1, 3a 39o NAYFELD
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS a '.'2 oO 0.70 2.50 1.5 3 4-ONLY NON-WOVEN GEOTEXTILE couRT F'OXt O 2 4 0.00 0.64 5,62 'B 19
PROPERLY.---_. 0 2.71 0-C0 0.64 F, 17 aa7 TO BE USED. T err 2 - 5 5 62 100 0.35 12 -9 24 "11 1
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE JOHN L PIERCE WHEN IT BECOMES ABOUT 01'3 FT DEEP AT THE FENCE. THE / 5-PIPE TO BE TIED INTO ' 6.07 0.35 18.36 39 316 2 9 75 c oa c 35 22.16 30 PROPOSED DRAINAGE SYSTEM
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A ~(V t v6 4 - cc 0.35 21 36 5' SITE I e4 11 cc L 7 7 77 7 c C OC 0, 31, 40 40.43 42 49 ONCE NEXT SECTION IS
BARRIER. i'. :9.46 1 . C 0.35 44.2- 21c DEVELOPED
4-ALL SEEDED AREAS ALL BE FERTILIZED RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE -Y03 _t 20 79 ^ OO 0 31 47 30 4,. 59 S p' 21 63 n 00 0 3:, 49.21 42 4 2,. 2, 63 +9.21 i2 - -
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. " 23 13 1 F6 z e2 42(cvv NOTES: VICINITY MAP - NOT TO SGA we 0 SIG c. 66 39 _
O 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER ALL PERPETUALLY a? 4 C. iS 2.3' 5 56
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. J / 0~ y~ryN~ \ 9 a 3 9 35 1.98 is v 1. ACTUAL PROPERTY LINE RUNS MATH CENTER OF CREEK. 00 , as a o 49 3 82 5
E B 1 03 0,49 2 34 1 i5 2069 2. SETBACKS: FRONT-35'; SIDE STREET-15•; SIDE-10'; P 5.. IF . s+ 0 as 3. 46 's 09 REAR-15'.
.:r 224 a c0 0.49 5 ,e 8 '6z 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS 2 31 c.00 . 08 5.26 i3 30 OTHERWISE NOTED.
N/F 1 1 46 0-00 1136 1.92 i6 146 !1 3 48 0.00 1108 7 92 to 300 4. LOT DIMENSIONS ARE SCALED.
JOHN KOENIG ~A~ - - / - REGENCY F 0.23 C.a2 a a -1.02 146 n, REGENCY PARK SECT.1 L 6 0.60 0 3 . 36 5 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
0.8ONE P. 762 . Q'~ M.M,11, 41 P.57 ZONED R-7 - ~ 2 M.B. 41 P.57 SLIDE K-1104 uN 1.20 0.00 1.35 15 83 7. ALL FLARED ENO SECTIONS TO BE LINED WITH CLASS ONE
/ 1 / (V 1",7- ~r/ / / ZONED EIS ZONED R-7 6•A RIP RAP AS SHOWN ON DETAIL SHEET. ~0:3s 6 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL.
0 '2.275' LT' BE AN ADDITIONAL 10 FOOT MOTH ON EACH SIDE OF RIGHT
/ OF WAY. LOTS ARE TO REMAIN UNDISTURBED I/ 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
/ PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
Jo 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
O SPECIFICATIONS.
505.1 4 / ETOP-3288 / SQ*Yr N NEWPORT DRIVE - 60' R/W Q a 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
- S 75.19 4~ mwaaDS rnp~~aWe~w O ?i•F / I I 0.7 I Y 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
JMme. I I I - N c STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. EAST-' - d2 CB .zJ Z 15. SIDEWALKS WILL BE CONSTRUCTED AS REOUIRED BY CITY OF
DRAINAGE DATA: »s i d 11. .55. RS TOP n~v z~.aa ~ _ ~ a JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
PRE- CONSTRUCTION- 90 89 y 88 / / a a 16 THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
e a=o20X5.5X 41:61 °irofi ws, ~ was, 87ze MAP /370178-00018 WITH AN EFFECTIVE 'zr E zw. z' P, 1= 3 I OATS OF FEBRUARY 15, 1985 AND FEMA MAP /370340-0190C
i 0= 45.99 CFS / PROP. / TOP 31 S~ n- (r ( MATH AN EFFECTIVE DATE OF JULY 2, 1987.
V=1.58 FPS s r i y~rx~m ti 91 / a Ex 34 4 ez°em '4 wwze.T - a: 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
POST- CONSTRUCTION: ~CCONSTRUCTION Z, 87 LQ4 / 87 Ewsr. ws I~ ¢ CONDITIONS PRIOR TO CONSTRUCTION k CONTRACTOR'S i~sr \ / - 7 N ( R RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
ENTRANCE ~ \ 0 - G I A n 0 a35 x 6-5 x u.81 132 \ \ 86 777 - C7 COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
0- = 95.12 CF9 1 ' NATURAL v= 1.91 FPS „ GRAIN 92 ~y~ M e 3 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
` ND DITCH) 35 b v°8 y Q ~C N .~z~ z k \ .I r 's • zi SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF D JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
-.A g OQ wA , $ iss,eT'~ gpoo \ \ ej\ eY 81 14 ^ :2 st CE 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. Is EN
n ~ u"7~ 131 Q 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE v~°.§4 wQO. + .s 80, I zj I r " BLOCK FILTER (SEE DETAIL).
' t GET 1ENa, 1 { ( , ~~#A~ 8 8 d o y o 93 kkb~PU 28 104 4Tro\~ 4 84 qd 82 I s 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILIJAMSBURG PARKWAY.
30 105 103 \ 00 : J I n 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
03 8 \ \ 161,7w I t$ a BUILDING SETBACK.
qX// bs LAs :,.v a°e yx~ SILT FEN \ . Ej ~,v4 I e t3° o a 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. 102 W 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
AtAA~ m,sen5a wn. ~y ` / zee awr / 37 / b' b• {`~t~ 5 v 8 8rv y y ? V A 83 j~ ~s = m WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
h~l b 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED \180 \ 101 \ *~~i,A \ 9 n / AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
' 129 ~ ° / ~~Q Ay" 410• 8 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE SHOWN
mm / 109 ~y hQJe AF 26. ALL HOUSES ALONG FAWN TRAIL MAY FACE FAWN TRAIL HOWEVER CORNER \ 100 43 . k `~;SeA
}y R?s' " °"b'T'q 38 IF~' 107 DRIVEWAYS ON CORNER LOTS SHALL BE CONNECTED TO THE SIDESTREETS 4y,• /i ~no "4t 27. LOTS 67 AND 126 HAVE BEEN OMITTED.
J~ / 28. SIDEWALKS ARE TO BE 4' WIDE AND HANDICAP ACCESSIBLE. ?5 ~e~ \ i"8!, ~7 78
' ra3 V l 128 96 Jr ~1. R, 110 Gp
ti S ~110 c 12426 v ,,~Fy / 8 ,1 0 106 6 y , 99 / / EJa
, 22
QP? 77 ' i N'`Q~~RI U
127
, r aTSS 114 76 4 \ Irv=1Ea \ \ ~j~ ~~R~
j 11s a~ a °111 /
39 98
N01E Lan aae a \'i y\ / 113 re. 75 L i D VAH LESS THAN 12%
` JO 011EWAY91NF0 R/ 120 112 3a. O ze150 A 112 ca ' I oR ssSING TI N~a 20 wEVE
I 13 ti 11a qb~ Q3. Q - - I FOOT COMPACTED LIFTS
t Al ~l aryl /
SILT FENCE a ?B 117 ~4. L~ 1~a L / ' cP 74 .P - APArAMPEO wTH A r?upcER ry\ ~ o, ~ ~ ~ / '0o J ? o ,ci-'IMP , ~ ' ~ I _ `J
q 22' _4 yd sty ~ \ < 121 ; h of . I
I
116 ' SF SF .ez i / 8 f+ oL `t' ~.4• . 122 D_.. ~b• 0 73
~syC, o.57 N
I°~ ~ ¢ ~d° qR? 49 nary 4. q ~ ~Aaiti A 173 115 k bq r ` 72 14 "HOPE STONE ' • ~ PIPE R 4
EIS SF (:4j~2) .4
48 124 r¢ u, < .Q,• - - III- I N< ~ I I
GEOTEXTILE FABRIC
43 tr\, a 50 TO COMPLETELY WRAP
N/F '104 4r\ 125 \ PELLETIER s It
NO ZONING 'fib a, " 1 STS - 717 STONE W/ V OVERLAP
S 30 COVERING TOP OF STONE
GD SUB-SURFACE DRAIN
EIS 4fi \ 45.26• O e./np \ 7 6S as DETAIL
I NOT TO SCALE
46 IOA, 1 5 404 WETLAND AREA TRACT DATA: (CURRENTLY UNDER
404 AETLAND AREA j s 45 0 52 µA.'`0, (CURRENTLY UNDER 0 e A~ G \ 68 IEIAEW BY U.S. CORPS 68 OF ENCINEERS FOR FILL ZONE - R-7
. w. ,D N p RENEW BY U.S CORPS LEGEND OF ENGINEERS FOR Ru { `7:•0, SILT FENCE • 58 60 = `Tr. °T1 TOTAL AREA = 49.45 ACRES
o = SET IRON STAKE PERU ~i X04 o ac N AVERAGE LOT SIZE = 11,900 S.F. / CD N/F TOTAL NUMBER OF LOTS = 98
N 4' MH = MANHOLE -v\ / JOHN KOENIG LINEAR FEET OF STREETS = 6221
D&UE = DRAINAGE & UnLITY ESMT 53 4r •Q' v•~' ' ° 7 WV = WATER VALVE S7 P~ ~Z D.8.1254, P. 762 TYP. LOT DIMENSIONS - 85'X 140' REVISED E PRELIMINARY/GENERAL PLAN
m TH FIRE HYDRANT S B he>. Z ! 61 L CITY 7.000 ACKSONVILZONE) ZONED R-7 - WATER\SEWELOT R SIZE -
RCP = REINFORCED CONCRETE PIPE ee.'Ut x~ Q ' DISTURBED AREA = 4C ACRES
e MBL = MINIMUM BUILDING LINE pr?cb ST = 10' X 70' SITE TRIANGLE RS ~b• v r 3 TOTAL ACREAGE IN REMNANT TRACT =±1462.6 GRADING & DRAINAGE PLAN
x 45 2 = SPOT ELEVATION kill 66 \
x ® = PROPOSED ELEVATION 4 FUTURE FRASER PARK STORMWATER/EROSION CONTROL PLAN SUBDIVISION - PREPARED FOR
=p = DIRECTION OF FLOW ' INV. = INVERT Hop 62 V 4T4
G. V. GATE VALVE ,p. TDSj•w j CD e REGENCY PARK SECTION II
-X-X- = SILT FENCE J/ N/F kb,r ~0y. 1 .
CB = CATCH BASIN JOHN KOENIG 55 Ati~ 65 ' JB JUNCTION BOX D.B.1254, P. 762 0 \ ti° N\ WILLIAMSBURG PLANTATION
TO BE INSTALLED ZONED R-7 , 4 E8P 63 ~~t• / y~ f , a JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
ROCK CHECK DAM t6 4 " PREPARED BY
if
= DOUBLE GONG BLOCK FFTER SIS ''~4Q R CURVE TABLE 64 140 " JOHN L. PIERCE & ASSOCIATES, P.A.
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: [phone] DATE: MARCH 11, 2002
Cl S41'00'05"W 76.25 9'06'40" 480.00 76.33 38.25 • q- / j OWNER/DEVELOPER" s q SCALE: 1"=100' F.8.525 PG.31 REVISED 8-13-02
C2 N24'03'25'E 139.27 43'99'00' 190.00 142.59 74.84 / JOHN KOENIG JOB # FILE NAME: REGENCY SECT 11+ REVISED 4-30-02
C3 N24'03'25'E 146.60 43'00'00' 200.00 150.10 78.78 WNDHAM LANE NOT TO BE EXTENDED CSI 541'00'05"W 105.64 9'06'40° 665.00 105.75 52.99 (AC 'WnVM nM MACTTR PI AN) RFreIIRF - 6200 RAMSEY STRE41 A FAYETTEVILLE, NC GRAPHIC, SCALF, acvlccn a_s-n?
C5 N54'42344W 27.66 21839" 685.78 27.66 13.83 OF EXCESSIVE IMPACT ON DESIGNATED
C6 N44'49'18"E 29.13 16'4505' 100.00 29.24 14.72 ILWE_TLANDS) ss No/ REVISED 9-06-02400 w a so loo 2w 1
C7 S74'55'06"W 195.96 81'34'00" 150.00 213.54 129.40 REVISIONS: 2/19/02 SHIFT W.L. - HARTFORD LN.
C8 N54'22ia'W 68.96 19'51'19" 200.00 69.31 35.00 C9 N54'42 34'W 40.33 2-18-39- 1000.00 40.33 20.17 6/11/03 CONVERTED WINOAM INTO REVISED 10-08-02
CIO 534 3F 35'W 33.11 6'19'39' 300.00 33.13 16.58 AL A!_r EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS 5-1111-03 TRC COMMENTS ~ FEET REVISED 10-09-02
PORTION OF D.81254. P. 762 C12 1464 249'46" 2965.00 146.42 73.23 `HE P WI SE N 0 TE rl 9-4-03 ADDED SUBSURFACF DRAIN SHEET 1 16
C13 2.94 0'03'39" 2765.00 2.94 1.47 n EVISED 11-127-inc02 h REVI100 ttSED 12-17-02 11-07-03 REVISE?, EWNGTON PLACE
1 -