20040998 Ver 1_Site Plan_20040621

STORM PIPE DATA TEMPORARY SEDIMENT TRAP DIMENSIONS: PONY FARM
RATIONAL METHOD: (DISTURBED AREM1800/0.4- STORAGE VOLUME) PINE SITE ROAD
Q=C I A Q=(0.40)(8)(A) Q=3.20(A)
: `r' TRAP LENGTH(FT) WIDTH(FT) DEPTH(FT) FOREST
ACRES
PIPE AREA(AC.) Q %SLOPE LENGTH(FT) SIZE(IN) 1 33 15 4.0
ti00Z Q gnd STILuw00D
2 85 15 4.5 SUBD
8 3.64 11.65 1.1 52 18
5 44 15 4.
0.5 40 18 0 \
D 0.51 1.63 0.5 77 18 e e 7 is is 3.o CRUEEK �
8 29 15 4.5 ROAD
NAM 9 44 15 4.5
VICINITY MAP - NOT TO SCALE
10 22.5 10 4.0
11 24 15 3.5
12 49 15 4.5
13 67 15 4.5
14 67 15 4.5
R NOW OR FORMERLY
B. TA YLOR JR
M•B• 39, P. 226
VACANT
/iii/ice \ c1
- � Z - \ �' �
OPERvr
1813
HORSE BRA C I \ _ �5
/i
/ l- N r 11 Si,S k is3 , `F ( /,G - 11� ` \
N low ' Qls 124 id' m \
^ SIS 159.79' 9S / / S \ \ 4 t 7• w x _ 2 \
S
1 YIETLAN05-
V /i Xr� 3.1 p w
BY
b.
SIS
SIS lily.
5 SIS \\
SIS
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SIS WETLANDS
! i // \ \ a�`d h ap 7 u + � ♦ \\ 24469 9 ' / u URA? 20 *�
CO
Dil h
10 1
O71 BASE
I f iQ ON vi \r� CTIQ1 �+1 �` * _ x-= FENCE
.\ _
1 sis II f ' W. TaN ESTATE - �� - _ - S e i N_ - I ► + +3- x41
' asp BASE y��VIV
\ � \
N °��OF fEaCE POST Q�x \ ti / 2.wai ft. "^'R ; ­ QN 10
E l.. -If I i l t'V V - , l �\ a32 82
Swo !, O b r - BESERVW \,a� ( / I �>Sts1 , 9 - - - �-/ - _ �� C, 14' � / eY owQe -
!° Cra \ r
1 \ RESID�N9TAL /> -
I E_ t \ \ \ \' �� ~ / / / / �� �', / � � 3�9a7.9i'',gyt- � �"M - � ,y � `r .` �]4'>�T qy
a87 acre, r _ ,
N 1 �-\-
/ s �6o \\ \ / 4 - \(N ' No• 99s9?" \\r ah \ 93
\ pa�� s� �9'
N N =, 27 O o f� 3op0. I 1\ 1 1 ° ' `� Ao 15�sIsrEP(PRIV�) - 2� �r No* R
ov; 3 / 2s3 \ / "�° I \ wcREss. ECREss. ere a0. p-is, ( R08ERTQ LORE Y 1 \
h al ^' 39a61-05 sa.ft "'� / \ ( 99 ` r / z I I / (op, �t,�P. 275) i ? i M.B. 39,%Pn i
acres /
/ Z O66 is •hh1 59_ E 3a5.56-_ �• I \ \ ti EEiS� \ / I \ J _ i VAOAN v
��►6 \ N 00 N 09 56 42• V .� / El
66.614.08 sq.ft. E 2 �' UE y 9 30-00, 21.937.35 ��0 ( I
�Eis �, s3 tee, o.�o 00 �►\ cL a �� ?30 00 33>? , 52 N zstil'OS• E 227.27a50 ,.,� / �,� / 1 C€�dETER Y
I
cluoa E R 109,3s9. * 6 <v ES
G AUG 0 4 2004
N ° 76, l+ \� 2.51 awe, �° 48 22.810.14 \ ! \ r / \
�q ft q .a �[ \ ( \ /
465.88 . � - h /
67 L78 �p.t1, \ \ tL� po^° S a>3 � -- �• a52 oa,,,
41
VAC
Af
060.
404 WETLANDS 5g9 82
1 EIS E
I 0°
EiS
v,
4.59' \�
N 21'34'55• E 538.00' ' \
CURVE TABLE FL_GEND = \ \
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT \ /
EIS EXISTING IRON STAKECl S69`I4'53"E 181.35 38• 0'14" 275.00 184.81 96.04 EA s EXISTING AXLE
NOTES: C2 N54'44' 9"W 455.58 14130'00" 1805.00 456.79 229.62 SIR EXISTING IRON PIPE
1. ACTUAL PROPERTY LINE RUNS IMTH CENTER OF CREEK. C3 S 5'S '17"W 62.25 15'33'15" 230.00 62.44 31.41 ECM = EXISTING CONCRETE MONUMENT
EPK = EXISTING IRK NAIL
2. SETBACKS: FRONT-20', SIDE STREET-20; SIDE-8'; R/W = RIGHT OF WAY \
REAR-15' OR AS SHOWN HEREON SIS = SET IRON STAKE
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS MH - MANHOLE
OTHERWISE NOTED. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS D&UE = DRAINAGE & UTILITY ESMT. PRELIMINARY SKETCH PLAN
4. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY WV = WATER VALVE GENERAL GRADING & DRAINAGE PLAN
5. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN FH = FIRE HYDRANT SEDIMENTATION & EROSION CONTROL/STORM WATER PLAN
PAVEMENT INTERSECTS TO HAVE 30' RADIUS. HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE RCP = REINFORCED CONCRETE PIPE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION MBL = MINIMUM BUILDING LINE
6. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. AS CALCULATED IS 1:10,000+; WITNESS MY S.T. = 10' X 70' SITE TRIANGLE SHOWING
7. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. PINE FOREST ACRES SECTION VI
8. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. ORIGINAL SIGNATURE, LICENSURE UMBER AN O AL i
9. DEVELOPER TO FURNISH STREET SKINS AND STOP SIGNS AT THIS DAY OF 20 iN1,,,1��, ♦ = PROPOSED ELEVATION JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
STREET INTERSECTIONS ACCORDM�IG TO STATE STANDARDS. `````���� CA ��'''�,, _► DIRECTION OF FLOW
" .. �` qO '%, JB = JUNCTION BOX PREPARED FOR
10. LOCATED IN FLOOD ZONES A" AND C AS PER FIRM h 1- �:�' S;_• �j
MAPS �f370340-0190C WITH AN EFFECTIVE JOHN L. PIERCE LS. L-2596 "T•'� F �-•� TBI = TO BE INSTALLED DIVERSIFIED INVESTORS, INC.
DATE OF JULY 2, 1987. ; _ x x = SILT FENCE
11. IT IS THE CONTRACTOR'S RESPONSOLITY TO VERIFY SOIL SEAL _ INV. = INVERT PREPARED BY
CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S 62596 - JOHN L. PIERCE & ASSOCIATES. P.A.
RESPONSIBILITY TO COMPLY WITH N.C.O.O.T.'S ',� OQ; G.V. GATE VALVE
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. = ROCK CHECK DAM 409 JOHNSON BLVD. JACKSONVILLE,JU N1 2800
TRACT DATA: ' O '••.•SUING'Cj '$ OWNER/DEVELOPER: PHONE: [phone] DATE: JUNE 14 2004
12. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND l''�-y .. qz ® RIP-RAP APRON DIVERSIFIED INVESTORS, INC.
SWALES AND TO STABILIZE SIDE SLOPES PER N
THE STATE'S EROSION CONTROL SPECIFICATIONS. TOTAL AREA = 24.57 ACRES ''>»,,��=;�Pll,�N��``� - P.O. 80X 1685 GRAPHIC SCALE REVISED JUNE 25, 2004
AVERAGE LOT SIZE - 41,952.48 S.F. ® RIP-RAP INLET PROTECTION JACKSONVILLE. NC 28540 REVISED JULY 2, 2004
13. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. SMALLEST LOT = 15.335 S.F. (LOT 11)
GRADING LIMITS 910-346-9800 100 o so 100 zoo 400
14. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM TOTAL NUMBER OF LOTS = 18
BUILDING SETBACK. RESERVED BY OWNER = 5.84 AC. BCCMP = BITUMINOUS COATED CORRUGATED METAL PIPE (NCDOT APPROVED)
15. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFICE LINEAR FEET OF STREETS = 1,245 LF
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT TYP. LOT DIMENSIONS = 86'X175' REVISED DULY 17, 2004
ON ANY ROAD 80 THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. MINIMUM LOT SIZE - 15,000 S.F. REVISED AUGUST 2, 2004 ( IN FEET )
i inch = 100 ft. REVISED JULY 27, 2004
WATER -ONSLOW COUNTY
SEWER - PRIVATE SYSTEMS SHEET 1 O F 7
DISTURBED AREA = 18 ACRES P\projects\PINE FOREST ACRES, SECTION 6\dwg\BASE.dwg 06/15/04 041634 PM EDT
REF: D.B. 973, P. 793

SLS�E SLOPE LENGTH (FT.)
`27 100
2 To 5z 75 50 OR 60' R/W
5 TO IOX 50
10 TO 2OX 25
>20X 15
Imo: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, O.N.R.C.D. 1988.
5 ft MINIMUM 2' x 2" x 46' 6 18' OR 20' PAVEMENT 6
MIN OAPPPPROV�D MAATERIAL� / r I"/FT•
SHOULDER1 4" PER FT. MIN. SHOULDER
I 10' 6' SPACING (MAX.)
. NOTE USED. �"►. \Ir 3:1 _ - _ _ - - 3:1 3:1
1800 cu ft/acre
O
5 ft MAX WELDED WIRE MESH
,� �'J SLOPE TO 6" COMPACTED STONE
O O = NATURAL GRADE
1 1/2' SF 9.58
No. 57 STONE COMPACTED EARTH 6"
o 1
MINIMUM 1' THICK w '
v v
O FILTER FABRIC •'
6' ROAD DETAIL
R.C.P. CROSS SECTION
6" BELOW SETTLED TOP DIRECTION OF CROSS-SECTION
O DESIGN SETTLED RIP-RAP RUN OFF FLOW WOODEN POST S.T.B.C. OR A.B.C.
NOT TO SCALE
TOP �� OVERFILL 6" WELDED WIRE MESH
O \ 21 MIN OR SETTLEMENT SACKFILL
EROSION NF FABRIC
"
CONTROL FABRIC GROUND LINE
A CLASS RIP
4.5' 1' THICK I I-III-I I-I I-�
is'y.•
-1 1 1_� -� (WEIR) =III-I i I-III=111-III-I 1I-
12" 2EXTRA MIN.
REQUIRED
4 ft MIN FOR NON-STABLE SOILS
RIP-RAP APRON GEO-FABRIC TO BE 5 ft 1.5 - =1 (-�
OUTLET PROTECTION INSTALLED UNDER ft I -I SECTION NEW
(NOT TO SCALE) RIP-RAP MAX i -I I- 2:1 SIDE TYPICAL INSTALLATION OF SILT FENCE
FILL _I - SLOPE MAX / NOT TO SCALE
EMERGENCY BY-PASS
FILTER I I-I' M SIDE SLOPE OF DAM BELOW SETTLED TOP EXISTING ROAD
GENERAL NOTES: FABRIC I i -
1. DURING ALL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE I
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONDING ON THE 3 ft MIN
SURFACE. NATURAL GROUND
STONE SECTION
2. IF PRECIPITATION IS EXPECTED, THE SURFACE MAY BE ROLLED WITH
A RUBBER-TIRED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE
RUNOFF. R/W R/W
3 EI OS CONTRACTOR CONTROL WILL SSU EPPTTHE
BY N.O SIBI ITT R OF MAINTAINING TEMPORARY SEDIMENT TRAP
i- _� 50' MIN.
(D-8)
/ sp�� \ ----- LENGTH
��w CGS 35'R!►DIUS
DAFT st FUN SEEDING SCHEDULE I PARENT CONSTRUCTION
ENTRANCE
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM PROFILE 12 MIN.
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO (SEE N0TE)
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY \ / GEO-FABRIC PLAN VIEW
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND MATH ASPHALT TACK
WHERE SLOPES EXCEED 4X
rrrrx
MATERIAL APPLICATION RATE Construction SomcHicutions
TEMPORARY DIVER=N DERM LIME 2
SUPERPHOSPHATE 6TONS/ACRE ACRE 25'RADIUS I ( 35'RADIUS 1. Stone des - Use MSHA obe No. 2 (2-1/Y' to I ) or AASHTO
designation
FERTIUZER(10-10-10) 1000 POUNDS/ACRE csdslesize No 2 ( 2-1/2' to 1-1/2'). Use
2. Length - As effective, but not lees than 50 fo@L
APRIL - JIJLY
R/W NADTIH 3. Thickness - Not lose Ow six (6) ikhes.
FESCUE. KY-31 50 POUNDS/ACRE 50' OR �, 4. Width - Not l«s than fid ddd of all points of
BERMUDA (HULLED) 10 POUNDS/ACRE I ingress or egrsos. Me 6 m of 12'.
JANUARY - MARCH ( I 5. Washing - When neoessery�, eI I shill be cband to
t of-
t' Wk FESCUE, KY-31 50 POUFS/ACRE remove sedw vio rt prior In re iredl,oe onto pubic ri a on
�R BEIr1UDA (UNHULLEO) 20 POUNDS/ACRE ore sfeoiizd+�wshe�et which drain shell! be s an
RYE (GRAIN) 25 POUNDS/ACRE approved sediment trap or sediment basin. All sediment
o e • • • o 0 1 (MAX) PAVEMENT VNDTH � entering y
�e°oeeee••eo° SEPTEMBER - NOVEMBER 18 OR 20 or watercourse use of san bag% gravel. boards
NO. 37 STT>!E oe000eo•�•�e�� � 1 FESCUE, KY-31 50 POUNDS/ACRE I I and be prevented en an storm dram. ditch.
oeeeeeeee• or other approved saweb.
0 o°o°eoe•� 6. MehAinance - The enrena- slid be m lntsbred In a
'0°0°0°°o°°eeie• MULCH 2 TONS/ACRE condition which wE p osoo UeeliM or flowho of
,'°o°°o°°o°°o°°o°eo°! i sedbsent onto pubile riMr =-O"} This nray regvke
°000:00000000' ASPHALT TACK 30o GALLONS/ACRE
,0°0°000°0°000 NOTE- OWNER MAY VARY SEEDING TT) COIVFOlii1 TO LIdOSCAPNiG fEOUIREi1ENT5 TYPICAL CUL-DE-SAC periodic top repair sllh a lean t stare a• smr4 ors
°°0°$°0°0e0°�' NOT TO SCALE
Iwnsnd and repot and/or d•araut.d as)r meowsee used to
0 0 0 0 0 0
0 0 0 0 0 o trap sediment. N ssdennt, eplled, dropped washed ar
'0°00°00°0°°0°°o°'c UNDER NO CIRCUMSTANCES MAY "WEEPING LOVE GRASS' BE USED. tredwd onto pubic ri�rls-d-soy rsu•t be re+rroved
bnnedlately.
GEO-FABRIC--J CLASS 'AOFAP-RW
11' MINIMUM 4' MIN" SEEDBED PWARATION NOTES:
Ir STABILIZED CONSTRUCTION ENTRANCE (D-5)
,. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
NOT TO SCALE
ROCK CHECK DAN 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G" DEEP.
SCALE, 1'- 1'0' 3. LOOSE ROCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
FILL CONSTRUC11ON NOTES: MAINTENANCE OF VEGETATION. SURFACE FOR FfM SEEDBED PREPARATION.
IAT F FINISH GRADES SHOWN.
. SHALL BE REASONABLY SMOOTH AC AND UNIFORM
-
1. THE FILL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
25, A MAXIMUM PARTICLE SIZE OF FOUR INCHES, AND SHOULD BE SPECIFICATIONS ABOVE. IN ADDITION. PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE
RELATIVELY FREE OF ORGANIC MATERIALS. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTNJZER ACCORDING 1T) 901E LEST
REPORT. DITCH TO BE LINED NTH
2. COMPACTED FILL SHOULD BE CONSTRUCTED BY SPREADING SUITABLE 6. LIME AND FERTIUZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
CENTIPEDE SOD
SOIL IN EIGHT TO TEN INCH THICK LOOSE LIFTS. DURING SEEDBED PREPARATION.
3. THE FILL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM 0 698). 3
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000 ------- ------
SQUARE FEET FOR EACH FILL LAYER.
SITE PREPARATION NOTES:
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED
AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. 1. CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY - 3' AS
'
VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS Proposed Roadside ditch REQUIRIDD
WIDTH
6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT. THE SITE. PROPOSED ROAD =-
CONTRACTOR SHOULD TEST SOIL AND SUB-SURFACE CONDITIONS TO
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE 2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED TO DETECT UNSTABLE DITCH DETAIL
./
THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- CONDITIONS AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID / NO ALE
CUT NECESSARY FOR COMPACTION. DEGRADING THE SUBGRADE
3. THE PROOFROLUNG SHOULD CONSIST OF A LOADED DUMP TRUCK OR
SIMILAR EQUIPMENT JUDGED ACCEPTABLE BY THE SITE ENGINEER.
4. THE PROOFROLLING EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER
EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PREVIOUS _ _- - Am" disturbed
PASS. 36'RCP nos to be
weeded
CONSTRUCTION SEQUENCE OF EACH SECTION
5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROLLING SHOULD
1. OBTAIN PLAN APPROVAL. BE REMOVED AND REPLACED MATH PROPERLY COMPACTED FILL 6"Rip-Rap
2. IN111ATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE. 12"THICK DETAIL SHEET
3. BEGIN STRIPPING SITE do EARTHWORK. 6. THE SITE ENGINEER SHOULD OBSERVE THE PROOFROLLING OPERATIONS
4. CONSTRUCT STORMWATER DETENTION POND. AND MAKE RECOMMENDATIONS FOR ANY UNSTABLE OR UNSUITABLE _ FOR CONSTRUCTION OF �n
5. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. CONDITIONS ENCOUNTERED. = PINE FOREST ACRES, SECTIONS YI
6. MAINTAIN STRUCTURES DURING CONSTRUCTION.
- ` JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
7. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE.
8. REMOVE TEMPORARY MEASURES. PREPARED FOR
9. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING DAYS Road Crossing DIVERSIFIED F)ED INVESTORS, INC.
AFTER COMPLETION OF ANY PHASE OF GRADING. Cross Section
Not To Scale PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: MAY 27, 2004
GRAPHIC SCALE REVISED JUNE 25, 2004
REVISED JULY 2, 2004
100 0 50 100 2a0 400
( IN FEET ) REVISED AUGUST 2, 2004
1 inch = 100 it.
SHEET 6 OF 7
PAprojects\PINE FOREST ACRES. SECTI❑N 6\dwg\BASE.dwg 06/15/04 04:1634 PM EDT

PONY
FARM
ROAD
PIN[
BLUE FORE1T
CREFK SUMO.
ROAD
404 WETLANDS sruwow r
Ml1l0,
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH
L200 144138'S7'E 59.03 L235 S3638'58'W 29.71 L305 57818'J4w 29.07 S84.35'28'E 31.10 L375 S41'30'O5'W 15.83 L410 N64VG'50'E 30.17 L445 N05'00'35'W 38•0
L270 N29'02'S4'E 38.52 L340
L201 N54'3r46'w 30.17 L236 S37'03'23'W 29.44 L271 N21O6'00'E 36.78 L306 S7134'52'W 25.24 L341 ,
S7013'43'E 31.76 L376 S6936'01'W 11.07 L411 S68'OB'36'E 36.37 L446 SJp'44'23'E 18.76
L202 N46'09'02'W 30.46 L237 S6212'14'W 22.22 L272 N04'2r20'W 48.30 L307 S64'00'31'W 38.28 L342 N3671'40'E 49.26 L377 SW48'21'W 53.90 L412 S58'OS'18'E 43.64 L447 $34'39'33E 28.92 .r7�
L203 N51'32'11'W 43.02 L236 S2938'00'W 24.59 L273 N0311'24'W 44.13 L•308 NS8'06'13'W 57.21 L343 N4334'19'E 18•50 L378 S40'S0'40'W 32.35 L413 S2511'58'E 40.68 L448 N8Z"V40'E 45.18
L204 N25'21'42'W 42.14 L239 S58'20'54'W 25.41 L274 N18'21'43-E 17.86 L•309 N35107'09'W 29.08 L.344 N39'45'03'E 3129 L379 S89'04'43W H.61 L414 S35VVOG'E 38.57 L449 S5010'39'E 9.03
L205 N13'27'4O'W 31.73 L•240 S5218'451w 38.87 L310 N49'21'SJ'W 27.95
L275 N3116'2B'E 39.53 1345 N5931'50'E 35.07 1380 H86'39'27W 20.66 L415 S5533'41'E 27.15 L450 520'06'50'E 8.20
L206 N18'05'22'W 30.55 L241 S47'26'03'W 29.06 L276 N12'43'56'W 29.68 L•311 N64'09'12W 31.53 L30 S86'31'10'E 21.67 L381 S84W50'W 16.65 L416 N24'p0'08'W 42.64 L451 S39'03'26'W 20.53
L207 N27'47'43'w 39.78 L242 S5"4'12'W 14.31 L277 N19V9'35'E 3173 L312 N651)2'43'W 20.75 L347 S76'20'47-E 24.95 L.382 N80'43'04w 42.25 L417 403VW55'W 34.68 L452 S44'54'53'W 40.94
L208 N08'36'40'E 37.01 L243 S35'05'01'W 35.D2 L.313 N63'00'12W 41.40 N87'40'02'W 38,90 L418 N19'34'S7"W 40.89 L453 S40'06'11'W 22.70 VICINITY MAP - NOT to 7,Al r
L278 Nir49'OS'W 26.03 t.34B S6816'2S'E 40.63 L3B3
L209 N27'26'26'E 24.57 44 S49'40'36'W 30.24 L279 NO3W26*E 39.11 L314 N24'3J'04'W 18.67 L349 S73'46'07'E 28.55 L384 MM-W'28'W 41.73 L419 N70'38'49'W OZ47 L454 N3r42'56'W 59.65
L210 N47'48'43'E 52.38 L248 S4M'47'W 30.21 L280 N753B'11'E 38.46 L315 N32'20'33'E 43•30 L350 S60'38'21'E 22.19 L385 NB6'25'51'W 23.42 L420 N3852'11'W 42.79 L455 NOi'1Y13'E 35.80
L211 N45'39'54'E 35.68 L246 SS8'21'08'W 33.52 L281 585Sp'58-E 34.59 L316 N19'02'03'E 41.75 L351 S8738'49"E 20.85 L386 S78+S0'1p'W 40.11 L421 N1919'42'E 29.71 L456 N21'34'21'E 7.02
L212 N57'Ot'55'E 26.63 L247 S3879'19'W 31.39 L282 N5r47'51'E 25.80 1317 N3Y42'38'E 22.14 L352
N34'21'19E 21.79 L387 S8419'43 W 39.92 L422 N71n5'04'E 33.76 L457 N137]9'13'E 132.39
L213 N40'02'22'E 29.36 L248 S52107'14'W 34.27 L283 N09'31'54'W 30.56 L318 N2678'58E 30.55 L.353 N48'3S'43'E 28.68 L388 S84'39'39'W 35.53 L423 S6719'43E 38.20 L458 S4411'45'W 19.21
L214 N59'03'01'E 25.68 L249 S48'52'24'W 25.13 L284 N04D6'13'W SZ00 1319 N3016-10-E 37.86 L354 N32'22'51'E 31.14 089 S8214'48'W 47.42 L424 S70'31'50'E 43.35 L459 S32'3r01'E 24.10
L215 N39'38'57E 25.93 L250 S20'29'02'W 37.02 L285 N1r30'34-E 41.38 L320 NIP'36'10'E 33.B9 L355 N4236'33E 21.61 L390 N63'44'56'W 27.89 L425 S62'09'21-E 39.31
L216 N53'54'56'E 33.51 L251 S0670'48'W 31.34 L286 N0332'14'W 34.22 L321 N41'53'OS'E 35.57 L356 N46'2S'SYE 33.43 L391 N31'ST12'W 17.35 L426 S30'06'30'E 42.88
L217 N4522'57E 30.43 L252 S28'03'56'W 27.32 L287 N36'46'27E 33.10 L322 N38'43'37-W 33.23 L357 N35'08'41'E 53.49 L392 N33'J6'22'E 17.54 L427 N54'48'27E 2105
L218 N5435'30'E 36.90 L253 S28'43'31'W 41.85 L288 S64'44'26'E uos 1323 N73'46'13'W 31.98 L.358 N30'29'23E 33.87 L 393 N66'0452-E 26.10 L428 N0r41.49'E 28.27
L219 N5036'03'E 47.82 L254 S34'05.38'W 29.81 L289 S86'42'1B'E 37.60 L324 N21'22'13'W 28.08 L359 N21"51'21'W 37.50 L304 N6344'31'E 52.49 L429 N70'30'49'W 43.51
L220 N52'32'24E 18.88 L255 S25"57'59'W 21.78 L290 r54WOO E 29.76 L.325 N1039'56'W 47.53 L360 N7$'J3'29'W 38.22 L395 N50'22'29'E 33.95 L430 N65'31'42'W 49.58
L221 N34'Ot'Di'E 34.30 L258 S29'40'33'W 19.09 L291 S3rM'S0'E 37.64 L326 N0577'14'W 41.72 L301 N$135'24'W 36.81 L396 N57'21'09'E 24.07 L431 N58'48'36'W 41.37
L222 N2018'47-E 32.71 L257 S53'09'56'W 20.07 L292 S47'57'01-E 37.52 L•327 N0719'06'E 54.50 L.362 N2416'49'W 42.32 L397 N19'OJ'12'E 39.65 L432 N5616'28'E 46.65
L223 N2517'42'E 31,43 L258 N1916'42'W 21.45 L293 964n8.45E 30.54 L328 N10'29'48'E 48.53 L363
N2310'04'W 36.95 L396 N40'4456'E 35.84 L433 N3735'38'E 55.48
L224 N1216'35E 20.93 L259 N113B'09'W 32.82 L294 NCMO'22'E 27.52 L•329 N4034'03'E 44.65 L364 N88'03'32'W 25.85 1.309 N4411'13'E 4552 L434 N47'07'22E 36.17
L225 N21'39'58-E 23.33 L•280 N1214'18'E 37.54 L295 N751Y48'E 31.08 L330 S85104'31'E 27.10
1365 S7716'tS'1N 20.69 L400 N39-X17'E 38.82 L435 S70'36'21'E 40.56
L226 N3519'46'E 17.12 L261 N14'3752'E X2.2 L296 N6814'55'E 31.93 L331 S88'44'06'E 52.02 L366 S1210'35W 35.49 L401 N2r4O'20'E 81.96 L436 N21.3Y54'E 20.44
L227 N2o*sr49'E 22.00 L•262 NOr34'43'E 38.63 L297 SSS'43'31'E 22.77 L332 N8r48'47'E 24.50 L367 S26'23'01-W 36.60 L402 N68'40'33'E 44.82 L437 N60'41'42W 20.43
L228 N3"7*01'E 26.80 L263 N21'39'32E 35.11 L298 S4nr58'E 23.52 L•333 N8130'56% 43.47 L360 S88'08'41'W 40.78 L403 NSY42'16'E 44.05 L438 N13'47'31'E 45.80
L229 N45'49'21'E 19.48 L264 N20'29'56'W 18.04 L299 N35MW36'E 23.18 L334 N82'34'41'E 36.47 L 369 N61'2739W 27.89 L404 N40'J8'22'E 5151 L439 N26'022-E 34.83
L230 S15'38'1B'W 39.41 L285 N4718'17'W 32.18 L300 NB8'06'43-E 47.55 L.335 N82'J6'55'E 32.10 L370 S46'32'34'W 48.63 L405 N23'14'18'E 37.46 L440 S6836'14-E 38.73
L231 S05'53'50'E 38.15 L266 N40'12'20'W 30.54 L301 Ni3M" E 64.33 L3m N84'06'10-E 46.33 L371 S1430'34'W 34.73 L406 N21'025'E 29.31 LA41 S7612'33'E 17.85
L232 S24.48'49'w 28.38 L•267 NOrM'27'W 28.40 L302 S71.31'29'W 71.55 L3J7 S87'48'13'E 27.40 L372 S13'47'03'W 44.59 L407 werw13'E 30.26 L442 N45'25'49'E 91.84
L233 S3424'29'W 39.64 L288 N0733'27'E 40.92 L303 S71'JO'29'W 23.31 L338 S8233'14'E 36.07
1373 S49'45'47E 31.83 L408 N66'20'16'E 39.45 1443 N09'02'37'W 28.45
L234 S50'51'02'W 32.67 L.269 N41'35'33'E 23.30 L.304 S68'44'07'W 22.30 L.339 S83'28'26'E 50.81 L.374 SOr3O'00"E 26.90 L409 N80'0261 34.78 1.444 N24'38'D1'W 43.72
LINE TABLE
LINE BEARING LENGTH
LI N77'04'27'W 35.10
L.2 N29'31'26-W 53.99
L3 N78'20'01'W 49.06
L4 Nit'OOb9-W 49.62
L5 N1316'08'W 50.15
L6 N1518'24'E 62.57
v N083rorE 43.93 NOW OR FORMERLY
L a N52'31'25'W 27.76 ROBERT B. TAYLOR, JR.
L9 N0811'31'W 38.77 M.B. 39. P. 226
L10 N38'42'12E 47.33
L11 N37'21'47E 51.40
L12 S32'12'08'E 7.97
4' 6i
-" 39ar3e•a 6SIS
vs s z ....� y a•ee• �
AL AL $`r
o" �• _ 0�'
�� \ u \
i �i' \ is '\ 14'24 • E SIS N
(TRAVERSE UNE IS f6' FROM EDGE OF BRANCH - l IS ACTUAL PROPERTY LINE) �31' SIS // a
CENTERLINE OF BRANCH 50. i''sIs 104 / \�ys .., `�' �?5 t}9r�._�p METLANOS
HORSE BRANCH .oh WETLANDS `J� - - ' = '
-, �;.
/ e9' ,lit+ Ib�4
J SIS 404 I N ';
WETLANDS AL 1�
_ - - AL
� .�•�;.-s��-- t tea.. ,
i StS 1 _ - - - 4 /c -v-
- ' r L31_ 3-5 43'7'318�L319;}20- c32, SIS N 2s 2' i ` - ---- - -
1 04' -_ v` �4 E f
124.68' E_ -
_ 1 9.79 SIS 404 AL ,r,- ,\ rl� _ %' `.;6: �� `�r.�;-,a71 ,.La►,
_N 19 p' SIS AL WETLANDS _ / �, �Yc :*i� G i x L Q. ti� �' �'��. r�� J7"
? T
�2
AL
AL
sis AL
sts 3, „ 1 I,� 1 404 1 w c
z AL AL f�' TD 1•� 1,070.221.87 sq R, aAIL 4 WETLANDS� 1 + 1-4�3� 9 i'4 ' t1 h 41. •`
404 i I� 24.57 OCfM AIL 1 s (a 'F l4 i_�-'� 4 AUL 5[
WETLANDS sc;� 'r' � �9[. ^ 11 1� -s _ a58 + em
AL
404 �1 &
SIS
AL AL A
CP
L�WETLANDS �_ AL
1a X ° 1
AL
I& SIS
AL
'-• �SllhVAL 41
'vAL
96
QW ��, I��r �ppC � O=_.T5 L2t1 R- `�9( � _ _ __ - Lr404
IA. AIL WETLANDS /y y
SIS �L< +2�� L2^_9 �J9 �^ �\ EI$ - _-- - _ I � AL
10
10
�- s1s �l � �,• ;�=<zy`,4 �29AL
�\\�0 AL \\\ �ti �►DEN� sJe'24'�. W 4B22B' ------_ ``� AL \°: 4~ NOW OR FORMERLY
W 404 �i%/ "4T-: _` 2�v 10 13 13 w FENCE `1� \� 1� �t �1 i�
WETLANDS <�` ``` ROBERT B. TAYLOR, JR.
/ v s 1w A to � M.B. 39, P. 226
AL R ` <; �:_3' i5e i OLD FIELD ROAD r\ s
SIS �7`R 1`�a'L252�_25=�==54�` ?� a5 a
` 355
404 °~�� r'-°9t 5=�' �22 22 t22' \ EIS \� 1 . - _L357 +L3_8 j'i�
3 6
WETLANDS `'�`s. 2�'♦�"t23�=_3 ? L128L d < 07.5 �75 �bi
404
WETLANDS
AL
u�7 �lr
�4.3z' j ae1, os /44 (�
SIS / ' lok--- :$ p
AL S
EIP ! ; ep'� I I CEMETERY // =y L45\ -trio
_�_
/ ? / 30AI 1 / // �W'N, `
LEGEND: / 20,- Isda p p A�, `
EIS - EXISTING IRON STAKE / / / / �C ��,��!yew'R�
ECM -SET IRON STAKEEXISTING CONCRETE MONUMENT ~ N/ l24A1 // doe o 2
R�IV - RIGHT OF WAY -
�v
/ DIVERSIFIED INVESTORS, INC. AL a 404 WETLANDS
PORTION OF D.B. 1897. P. 245 /
PORTION OF M.B. 43,P. 118 T L _ /
�� - / NOW OR STEWART CO SIMPSON WETLANDS SURVEY RMERLY AUG 0 4 200
� -- - - D.B. 965, P. 339
PREPARED FOR
PINE FOREST ACRES, / DIVERSIFIED INVESTORS, IN
C.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM �0,,'; 29� SECTION IV JACKSONVILLE TOWNSHIP ONSLOW COUNTY NC
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION, / / �' ��• M.B. 45, P. 209, / '
WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS AND THAT THE �tROR OF CLOSURE AS CALCULATED BY LATS. do / SL L-115 // (PINE FOREST ACRES, SECTION VI)
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DEPS. IS 1: lja pilli4 !' \I
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED / 1 `I 28 / PREPARED BY
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION WITNES MY HAND do SEAL \\ll ll24L PY OF -`'�'u"�i1 \30/ �(/ \��/ // JOHN L. PIERCE & ASSOCIATES P.A.
MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. 20� / 1
°��\ N �'�'�o��'', 409 JOHNSON BLVD. JACKSONVILLE, NC 28541
/ - - - \ / / PHONE: [phone] DATE: MAY 6, 2004
JOHN L. CE. P.LS.?t L- 96 =_ / -./i „-
SCALE: 1 - 100' F.B. 701, P. 23+
SIGN RE OF S A Y CORPS 0 E EERS OFFICAL - _ // / y
L-2596
�" GRAPHIC SCALE
400
DATE OF SIGNATURE
100 0 so 100 2W
�����/1lrllllNlll�'\
REF: M.B. 41, P. 201C `]�c1/171Clfl
0u g \
(� 7 "�v / ' \ ( IN FEET
1 inch - 100 fL
D\rro jectsVDE VEPSIF:ED IN,/EST\dwgAWETLANDS DWG 05/21,104 09:59 35 AM EDT
REV: MAY 21. 2004 (NON-JURISDICTIONAL WETLANDS)

STORM PIPE DATA TEMPORARY SEDIMENT TRAP DIMENSIONS: PONY FARM
RATIONAL METHOD:
ROAD
Q=C I A Q=(0.40)(8)(A) Q=3.20(A)
TRAP LENGTH(FT) WIDTH(FT) DEPTH(PT) PINE I TE
FOREST
1 27 15 3.5 ACRES
PIPE AREA(AC,) Q %SLOPE LENGTH(FT) SIZE(IN)
2 58 15 4.5
STILLWOOD
A 2.31 7.39 0.5 40 18
3 12 10 3.5
B 1.33 4.26 0.5 52 18 4 16 10 3.5
C 1.10 3.52 0.5 40 18 , 5 44 15 4.5 BIDE
P 6
�PER.01a. 6. 6 20 10 4.0 CREEK �.
D 0.51 1.63 0.5 77 18 ROAD
� 7 ,s 1s 3.0
N
8 29 15 4.5 VICINITY MAP - NOT TO SCALE
9 44 15 4.5
10 22.5 10 4.0
11 24 15 3.5
12 49 15 4.5
13 67 15 4.5
14 67 15 4.5
RONOW OR FORMERLY
M.B.RT B. TA n OR, JR.
39, P. 226
l
(TRAVERSE LINE Is t8' FROM EDO Q� BRANCFF - 'L� SIS
(► - -
CENTERLWE OF *RANCH',I5 AdTUA( PROPERT7 LINE) �\
FJS _ sts
-
N0. us
HORSE BRAN r LA SIS
N ta0T03' E StS Lti 2 N Ys�' SIS
N 19-30'04' E t10 57S 124.66, SIS 57y 37• y
SOS 13J.is, E r S /wry __ i 2 \
159,79' SIS
N 24'05'17- E 291,3 - S1S_
6 SS
cv X \`\
SIS /yM�/li¢+\ - ` sis \� 04
\1 �r�1�~ /� x'. q* 7 oN�
r -
e�A k w -
_ .' •TIC -_-
� Y.
SIS p _ x `I� �'UDIy4 �, 00'
PROPOSED DITCH
PROPOSED TRAP�t4 v SIDE SLOPES -
- J 3:1 SIDE SLOPES � �� o � ,�'
/ \ _
%
6 ..
5 �S + 16 �' a / 234.7
Ok
/y96A9 ,y/ g ! 7RAP�1J
A `\
v
�.
h SIS �� �` /� f ` L/ 3 4► l��l�_
JACpB I
RESERVED l k g&S 1�1 a 9Y OWNER ` t 4 6g BQ? ate. _ C�VR��.pY < X\
`/� _
� C
Wetivnd fill ti + y,+ � � � u � R/kY �
a x - -
�� ti 0 03 aC �� g 10 \ �Ir�►r L29 _
4, SIS
ta
w3 o BASF --�.�1 E
c U FENCE POST e W ' is�
�---__ S E - T f o v1 - _ - - _ --_
� 4J .10E w. .- '!� ,� �_ � -._ _, � �\ �_ - � � �_R1 ��
g 2 �SIS O 1 O M.B. T� ESTATE -� _ Q ry y e S O BASE _ -
r M N 41, QO FIELD ROAD I - - - --
TY f N
�i X '
-L -
w �E
g � CAN ` V Yiiiiiiiiiiiiiiiiiiiiiill
8S�p , _ '�
S-EC T10 VQlv - _
82
N �. 64 r - -
( 22,025.11 4t16 .0j eQ.n. ' b sQ.tt. ps \ �( 8Y AVER
51
aS1'es I ,- acres _ - - - -- ��� �" -_
T T Qf 1�
.
0.87 acres
'/. 2a.3O3s.93 '� I-A
2D' uE s 51 _o :, Q6� ,�,.;.Yt. 83
Alt' A, - � ��� � �O+� ADM LAN P ~
27,605,90 O ..,� "1� �Q� (u•i. 1545,EP( RIVAn - �. R NOK, OR F
0.63 acry'n. 39 0 e y ,` / Ir i9i t �1 ROSERT B 1q�MERLY
°ai'os >,q.rt ocre, . '�/ t ; I ���; - � t r � , - • z�s) � M.B. 39 , P LOR. ,lR.
66 ti 2 a ~ 49 /'_ EIS
ti r a
66,614 0e;n. \ ��� -� 52 2 I ( / N 2sro1'05" E 227.27°50 ° ,n . � C€A1E TER _ +, / %
Not \ \ op
109.359. LJ
O!8
J L \ 2.51 aq n' /
c� acres b 4 22,610.14 sq. r -�1 t s
8 r
76,465.89 .
1 78 eq.R \ as q' 0. 2 acresi \
J 71 607 acres
\R \
_
F
\ 1401 GROUP
r USN 21 2004 - - :
* �QkITYSEC
CURVE TABLE _ LEGEND _ -
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT EIS = EXISTING IRON STAKE -
C1 S69'14'53"E 181.35 38'30'14" 275.00 184.81 96.04 EA = EXISTING AXLE
NOTES C2 N54'44'59"W 455.58 14'30'00" 1805.00 456.79 229.62 EIP = EXISTING IRON PIPE
1 ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK. C3 S25'55'17"W 62.25 15*33'15" 230.00 62.44 31.41 ECM = EXISTING CONCRETE MONUMENT _
EPK = EXISTING PK NAIL »
2. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-15% R/W = RIGHT OF WAY WETLAND. CROSSING M A P
REAR-15' OR AS SHOWN HEREON SIS = SET IRON STAKE
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS MH = MANHOLEa PRELIMINARY / SKETCH PLAN
OTHERWISE NOTED. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS D&UE = DRAINAGE & UTILITY ESMT. D GENERAL GRADING & DRAINAGE PLAN
4. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY WV = WATER VALVE a SEDIMENTATION & EROSION CONTROL STORM WATER PLAN
5. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN FH = FIRE HYDRANT /
PAVEMENT INTERSECTS TO HAVE 30' RADIUS. HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE RCP = REINFORCED CONCRETE PIPE v
& TOPOGRAPHIC SURVEY PROVIDED BY OWNER. CLEARLY INDICATED THAT THE RECISION MBL = MINIMUM BUILDING LINE SHOWING
7. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. AS CALCULATED IS 1:10,000+-+, S T = 10' X 70' STE TRIANGLE PINE FOREST ACRES, SECTION VI
8. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. ORIGINAL SIGNATURE, LIEN AL x 45.2 s SPOT ELEVATION
THiS__1__ DAY Of _ �- L .
9 DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT f � �� _- PROPOSED ELEVATION JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
STREET INTERSECTIONS ACCORDING TO STATE STANDARDS Z�aQ E L J8 = DIRECTION FLGW PREPARED FOR
10. LOCATED IN FLOOD ZONES "A" AND "C" AS PER FIRM S = JB = JUNCTION BOX DIVERSIFIED INVESTORS, INC.
MAPS370340-0190C WITH AN EFFECTIVE - ----- -,r- - -= E.�Kea �---- -- - TBI = TO BE INSTALLED
DATE OF JULY 2, 1987. JOHN L. PIERCE*P t..S �` -x-x SILT FENCE PREPARED BY
11 T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL �i �'U ••'Q►GN�� INV. = INVERT JOHN L. PIERCE & ASSOCIATES, P.A.
CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S /i/� hINL.Q\�`��x G. = GATE VALVE
RESPONSIBILITY TO COMPLY NTH N.C.D.O.T.'S ��U1111111101 409 JOHNSON BLVD. JACKSONVILLE, NC 28541
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. TRACT DAIN: © _ ROCK CHECK DAM / EVELOPER owNER D PHONE [phone] DATES DUNE 14, 2004
12. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND RIP-RAP APRON DIVERSIFIED INVESTORS, INC.
SWALES AND TO STABILIZE SIDE SLOPES PER TOTAL AREA = 24. ACRES P.O. BOX 1685 GRAPHIC SCALE
THE STATE'S EROSION CONTROL SPECIFICATIONS. AVERAGE LOT SIZE = a',952 48 S.F. ® = RIP-RAP INLET PROTECTION JACKSONNLLE, NC 28540
13. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. SMALLEST LOT = 15.335 S F. (LOT 11) loan Mal = GRADING LIMITS 910-346-9800 100 0 50 100 200 400
14. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM TOTAL NUMBER OF LOTS = 18
BUILDING SETBACK. RESERVED BY OWNER = 5.84 AC. BCCMP = BITUMINOUS COATED CORRUGATED MEAL PIPE (NCDOT APPROVED)
15. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFICE LINEAR FEET OF STREETS = 1.245 LF
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT TYP LOT DIMENSIONS = 86'X175' ( IN FEET )
ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. MINIMUM LOT SIZE = 15.000 S.F.
1 inch = 100 ft.
WATER =ONSLOW COUNTY
SEWER - PRIVATE SYSTEMS SHEET 1 OF 7
REF. E 973, P. 793 DISTURBED AREA = 18 ACRES
J„_