SW8030216_Approved Plans_20210405

NO%
D-B
PROJECT #: PM1331
DESIGN FILE *: PM1331-2.DGN
R/W
� 13
0 j-zoo
c)
cr-
..k
I
MEN
'mm 10=00 Immon,
DRAINAGE AREA *1 = 549,330.87 SF (12.61 AC)
DRAINAGE AREA #2 = 777,788.35 SIP (17.86 AC)
R/W
FORMERLY
DISON
35. P. 491
v
APPROVED
NORTH CAROLM ENVIRONMENTAL
MANAGEMENT COMMISSION
DP40ON OF WATER QLAM
SITE PLAN
REVISIONS:
No.
I
BY
BTM
TM
I DATE
1110,3105
_DESCRIPTION
CHANGES
GENERAL CHANGES
2
4110106
ADDED
EXIT/ POOL ADDED
3
BTM
5110106
PT AND ROAD CHANGE
CHANGE
4
BTM
5130106
SHEET NUMBERS
5
BTM
715106
DRAINFIEW F14 AREA
FUTURE Lff
BTM
11013I06
ADD NEW ENTRANCE
L6
I
I
I
TOPSAIL SOUND 10XV PA'IDX'nu"
STUMP SOUND TOWNSHIP, ONLSOW COUNTY, NORTH CAROLINA
CLIENT: TOPSAIL RV PARTNERS, LLC DESIGNED:
DALE MYRICK, MANAGING MEMBER BTM
ADDRESS: 749 ALBEMARLE PLACE DRAWN:
LELAND, NC 28451 BTM
fit## CHECKED:
'0111vil
PHONE: [phone]
�,%A CAI?
RDC
VEssioy9y,9 APPROVED:
STROUD ENGINEERING, P.A.
-or -
SEAL 151A HIGHWAY 24 RDC
13343 A MOREHEAD CITY, N.C. 28557 DATE:
(252� 7/14/05
o _Z47-7479
7---FCALE
RONID D. CUL I �PIAE R P.E. V, = 100,

VICINITY MAP (N.T.S.)
WETLANDS LINE TABLE
LINE
LENGTH
BEARING
L1
38°82
N81*30'38"W
L2
143.73
S46010'
34 "W
L3
43.50
S869
40'
17 "W
L4
53.72
S38°12'41"W
L5
43°57
S76036'49"W
L6
72.74
S64030'41"W
L7
54.13
S20°
16'
28 "W
L8
91.44
S190
45'
01 "W
L9
87.68
S81007'05"W
L 10
33.12
S50-
55'
4b "W
L11
124.48
N85°41153"W
L12
43.69
S72055'08"W
LEGEND
CL CENTER LINE
DB DEED BOOK
ECM EXISTING CONCRETE MONUMENT
EIR EXISTING IRON ROD
EMN EXISTING MAGNETIC NAIL
EPK EXISTING PK NAIL
ERRS EXISTING RAILROAD SPIKE
FT FEET
GPD GALLONS PER DAY
LPP LOW PRESSURE PIPE
LTAR LONG TERM ACCEPTANCE RATE
NTS NOT TO SCALE
P PAGE
R RADIUS
R/W RIGHT OF WAY
SF SQUARE FEET
SFT SQUARE FEET
TYP TYPICAL
SHEET
ttrC #t1 OF 11
PROJ1' #' PM1331
DESIGN FILE *: PM1331-2.DGN
h
IR
NOW OR FORMERLY
HOLLY RIDGE ASSOCIATES
D.B. 995, P. 143
....,...,.. S330 „
FIELD 2 ACTIVE A
NOW OR FORMERLY lug 110
to PHASE 28
3
HOLLY RIDGE ASSOCIATES FIELD 2 EtEPAIR A
16s� 1016 g ` ' �:
R.B. 995. P. 143 �a _ 1 0&2.64
FHASE
3s.�s 25.ss1 ""
J 107 62. t8 ..
_-� ^�� O
f sat 4s -
s�'. ,.vta 35.19 7.00 0 136 to
13Y 138 8 139 6140 141 to
133 134 135
f i i06 ' v #t2 0 120 �' - ^- _ .,, ----. FIELD 2 ACTIVE B FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE t3Tt$2$ -FUTURE FUTUREn
KnAW OMIWATIOft ` "+�•�..t..��,,�
uoi `"' ^'^+ » 3T. 0 37.00 3T.00 37.00 3T. 37. 4 ST.00 3?,00 57.44 .._... �'�.
0 t 40.00 .ei�i.---c�---------------L_.._-------sii �s��`'� --- --SOUND-i:GS -•R8A -- - _ _ �._ .- - --c�-- ,�
y r M 105 0 ; 113 Sd.Od FIELD 2 REPAIR 8 �z _45 .49 7.45 3T.45 3T.49 N7.4 7.4 7_4 _.4 _ 3T_45 3T.45 W-45 33.45 37.45 37.45 37.45 37.45
r St?.Op �tw r 119s a Q o 0 0 4x o 0 o lip, per`r
345 a
142 " 143 144 345 ' 14S 14o 148 0 1496 150 a 151 352 0 153 154 5FUTURE0
•• . S 50.00 1 cn va W K, v n n n ut u�
+ 104 , 114 r 0 0 Wit- , 1) AREA OF L� FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE" FUTURg' FUTURE' FUTURE FUTURE FUTURE FUTURC FUTURE FUTURE'
74.79 a # 18 N "p 121 o QiPPCE55I DNAL FILL--� t
52.&0
i O 37.00 37. _7. 4. 3 54 . a5 a 3?.45 ,4 ?,a 4 i.45 4 ..a. 4 37.Ss o
t 344
ty cti SO.00 0 0 0 a o 0 0 0 0 o 0 o a 0 FUTURE
t a o o o Coll
0 a a o a ct o a n o
tt5 • 116 a 11T o '123 ; 124 '12$ t26 12T �; 12$ 129 11 131 132 �tT 1Tg 17$ 177 1T6 tT5 174 1T3 1i2 1Tt 170 1S8 168 16T #68 t65 t64 x, 1S3 162 1S#
tt N 1220 In � 6UTURE FUTURE FUTURE
5. S R37.00 i i 1 37. 37.00 41.00 t 41.00 37.45 3T.45 37.45 3T.4$ 37,45 37.45 37,45 37,45 31-45 St.45 3T,++5 3't.45 37.45 37.45 3i.45 37.45 57.45 3, � �t
Mat °�41.9339�--� - 8R£16S- 0AOS *3 - ;fl-� r-- - - - - - ...�. - ..,... - - - q � ...... -VT�'s�-� _ t-q�-
'ot 54 4S 28 E I t 45 SQ E - • t 50.00
+! � �� f •.. •A T. 0 7.00 +.00 7.00 •0 t. •0 37.00 3T.00 \ t y . 100 37.00 '7.00 37.00 W.00 W.00 41.35 42.40 37,45 37.45 37.45 37.45 37.45 57.4'y 37.45 3T.45 W.45 37,45 37.45 37-45 37.45 3T.45 37.55 n 343
® pp pp op pp a
r O 0 to'i n o O Q' @ a O O Ca O O O p Q Q 9 n O 0 b 8 t sR
1 1D1 0 100 99 98 p 97 96 6 95 p 94 0 93 6 92 L' 91 �: 90 �3c 180 o # 1 �, 102 183 a 184 Q t85 i86 0 18T 188 #89 6 190 191 0 192 Q 183 184 t95 13B #4T Q i98 188 2II0 0 201 0 202 203 Q
( :o sn in u< u+ w ur +n us u+ +n us ut y� ut tct So.00
F.
g11 ?, t 5 42.40 37.45 37.45u 3?.45 3t.. 45 31.45 3?.45 37.45 T,45 3?,45 3?, 45 3?.45 37.45 3T.45 37.45 37.55 led 342
0S } !tom
v ( T8 +. 7.40 37.00 3T.00 ��
1 r r+ 0 0 0 o a o a Q o �Mta'a
+ o i� a ct �t o o a o 0 0 c o a o a o t 5
f So•flb "1 T9 80 81 82 $3 $4 85 86 8T 88 • 89 t 22? 4 26 0 22S6 224 0 223 0 222 c 221 c 220 219 218 21? 0 21& a 2t5 a 214 0 213 212 0 211 0 210 0 209 a 208 20T 20S 205 0 204 ti] p 0.44
F ^ 1 Y+ .+2 >n Vl N N to to N t!t tin t Y/ ,[! +n i CT
a f t 341
t ry . tf
in T7 t _ ' _ �- 3?.Oo _ 37�00 _ 3T.dSt - 3T.Od - 3?.00 3?.00 - 37.00 3T.40 3?.00 37-4fl- __ _ - t - - _ i7.Od 37.Od St,40 - t Y - - t • - - 3 ^• - - - - w �- - i ' - �- - - - t' �,,,•, „ ,y- _ ...,.:. - - _ �,. - .
47 4 292.00 6.2T
50, C-45 -„V - - - s+1��� "£ - _ _ - - .,,.. , . ,- - 1,45-�.E - - Rt sS-Rt3A95 _ _ _ "• $. T, t
37. 0 $0 t35.4d 37.00 't?,00 31.00 37.00 37.00 3-1.00 37.00 37.00 37,00 37.00 ��'`• t L340
o ��s a �• �
c a : �' n BATH eft ^ j S o w o 0 3IIT o ca o So
#t t o 0 2A 0 228 t t o o +a o 0 a n o 9 u� u� 3�� 0.00
T5 T4 73 72 71 70 69 SH 6T 65 65 64 t m s�,a4 c 4 0 HOUSE P��� 01 229 230 231 6 to
232 233 234 235 23S 23? 238 239 240
c
+ At t t 0 37.00 37.00 37.00 37.00 37.00 37.00 ST.00 37.00 3T.00 37.00 37.00 50.66
t 46 Jj i t 1 3?.00' 3T.00` 3?.00 3?.Od 3T.00 37.0D 37.Es0 37.00 3?.Od 33.00 37.Od $t S� t 0 30$ o �:� n p
jts.4•. 38.45 8.45 35.45 38.45 33.45 "- 45 35.45 38.45 70.26 r
j fS{ �► E
<a ,;'o 47 48 ! 43 54 51 52 53 54 55 56 57 58 �t � 4 e t 62.00 t 0
251 V.
250 243 248 cs 247 ? 246 245 c 244 243 6 242 c� 241 m�
45 PHA # { f7 tv # 35L -1
1 f
�7 t t . * *1$ 36 14.
----------------- f � a.a 1.�.aS
1ETI.AtDS , "r-•1 1-��J �--- !is j 52.V0 t 338
�
33T oa
6a.4s � a o0
,lye 336
267 Rim° od n10 ra
NOW OR FORMERLY _ - _ _ - - _ _"_ =- - = = - .- - .. �� - _ _ ' ' o - - - -- - - - - 956- it - �-- - -- - 463 216 - _ _ . _.._ _ - _ _. _ 335
SLAKE r - - - - - - - - - - - - - - �$PA{!.-tflOF RQf�i3- - "' I 1 e - sal=as• 30'1 E
D.B. 160, P. 364 " - ---_ _.(_ - -_T _ ]_ � ie j�` T , .�,. ; 3t3 , ei
_____ t W 1 i i { �- f '�� �% 8 $ S $ 8 8 8 8 8 $ o ?s'� 03oF. 334 4
13 j� t tt 82.40 # 281 �; 282 t, 283 ©: 28+� 285 � 28S ,; 28? 6 288 8 289 8 290 Q 291 8 292 � 293
: 18 11 l 16 1 15 1 14 I 1 Q 3 $ 5 u+ to t. ut m ut to UN ut
�� r� t t r Otr 7. 7. 37.00 tmoo 37.00 37.00 37.00 3?.00 3T.00 3?.00 49.24 yt�ig0.
208.75 Z 3.17 ti t t N- 53.63
.j
IR N43° 31' 30 �! 1 .oaa! 3t5g wf �' R' El EIR N41 ° 35 2$ W EI 12 t (� o © o o e 8 o a
33 2 1 : tt aS 3t35 304 0� 303 309 o 301 300 �0 299 290 0 297 �0 296 295 0 294 t = 333 00
P€1oi. i ao.00 �,.. � 30.00 � ti o ,�• ,,, �
i1 SO.� 0. �. 710
4.0 37.00 3?.00 37.00 37.00 37.00 37. 37.fl0 37.00 T.2277t� ` �v 4 t` •
o t o r- 1 1 \\� - - - - - HALF-ME38�t -0ili�6- _ -- _ - _ 1 a - - - - -- - - - - - -- zs2.a9 -e- - SOtINfl-t8C3P-ROAD- -- - 2tt •a. -- -e- " o, 332 '�
x qT . 3t S � t S��TS'''$b`8 - _" - - - t Sat 4S 3Q E ten• :, ,� �
37.00 37.00 37.00 37.00 24.50 24-50 31.00 37.00 37.00 37.00 `1,p
o 0 o n o 0 o a o n r
° Or rt 319 320 321 32Z 323 324
NOW OR FORMERLY EI � R NOW OR FORMERLY � � -t � a o � a o � � 0 328
4 ?� o 0 325 32S 32T 329 a 330 A
HOLLY COASTLAND CO. ri O i sg �`' 010
D.B. 995s P. 143 .y to D.B. 876t P. 124 N a � � � t ( :� � � 0 0 `vt 37.00` 3?.00 37.{1(y 37.Od 37.00 47,50 ` 47.50 37.4o 32.00 1. Go 37.00 -1.
Q REPAIR 1A ACTIVE 1A ( REPAIR 16 ACTIVE 1B � �l STORE { a 318 o t its
too
i .A" OU11MATIOR ~h p El IR
L _._.. ____... �. ___... _.�. L__... �_ .._J _.__._ __.._j it �1.1..1 _.�.__1.� �
El EIR E$� _ w __ _ __� EI 412,$2 1� t EIR I>Ek E1NE paxlErt tlta R/W
N41 45 30 W �. _�___ 711.56 N41.45 30
COW OF ASPH&T
__ -L_-----.r_._._.---._...-_..._.- ----._....-----..----_.._-----.--.�_-__.---____..-.....,.._-- .._.._._.._....._.._-- _._...-------.._._----_._.---_ -------------"------
60' R/W i ASPHALT -PURL IC 3 sos.ss
PROPOSED ENTRANT
.._v.::.::.:.:.::.::.:.............__._,. _ �__ R/W
R!W
44 7--`- i" t_" "_ "� t- _T _ _ t_ __i {{k[{j 6t t 5 a 5; 8 310 i
{{ # } tE t 9L i
43 42 ! 41 40 39 1 38 1 37 36 35 34 33 I 32 1 - M
r t 62.00
$
S2 rr? o a 311Lo o QAv
h uaiAHos 1 y i! as j U. 62.00 t
to LNv { i {
t 19 I Z1 Ls 23 24 25 Zis { 27 28 24 30 31 t 63 i t v oo t
>K w
.tx
a
tt
� 20 t -0 tt
RIGHT OF WAY
252
Q
n 253
0
6 254
,Cot
6 255
C,
66' 256
O �
6 257 258
101
O
� 259
0 260
,o 261
0 262
� 263
a 264
37.00
3T.00
33-00
37.00
37.00
37.00 37.00
3T.00
37.00
3T.00
31.00
37.00
37.00
280
p
o 279
a
9 276
a
0 277
276
275 2T4
273
272
o
p 271
270
269C.
26e
1
C.
til
tSt
ut
`
37,00
37.00
SHEET INDEX
SHEET
PLAN
1
SITE PLAN
2
GRADING, EROSION
AND SEDIMENTATION CONTROL PLAN
3
UTILITY PLAN
4
PLAN AND PROFILE
FOR TOPSAIL LOOP ROAD
5
PLAN AND PROFILE
FOR CROSS ROADS #3
6
PLAN AND PROFILE
FOR CROSS ROADS #2
7
PLAN AND PROFILE
FOR CROSS ROADS ##4 AND #5
8
PLAN AND PROFILE
FOR SOUND LOOP ROAD
9
SEPTIC° FIELDS 4*2
AND 43 DETAIL
10
EZ TREAT SYSTEM
(PLAN VIEW)
11 A
EZ TREAT SYSTEM
(PROFILE VIEW)
11B
EZ TREAT DETAILS
11C
EZ TREAT DETAILS
r/�l�%%l%fl%�/ mom�!■�
4 t -Q,r 16 t _Ott 4 r -0 a
SHOULDER PAVEMENT SHOULDER
14 :1 10:1 jT 1
6 tt
1 E,z t I _2 1
ASPHALT
MICK STREET SEC'IIQU
N.T.S 6" STBC OR
ABC STONE
201,-0tt
RIGHT OF WAY
4'-0'*'
SHOULDER PAVEMENT
:1 10:1 ".`-_tlFT
t
6" CC.
11,,2 12 _ STREET HWESEaTiaoRN AT A
ASPHALT PORTION OF SOUND LOOP ROAD
N.T.S
6" STBC OR
ABC STONE
CURVE DATA
40�
PiORDtDIRECTION '=
S86945`30"E
CHORD DIRECTION
= S29°12'3s"E
CC
6HORD LENGTH
= 98.99
CHARD LENGTH
= 43.45
RADIUS !1
V
= 70-00
RADIUS
4..
"
LENGTH
_ 109.96
LENGTH
= 43.80
'
CHARD DIRECTION
= S3°14'30"W
CHORD DIRECTION
= s74012'360£
CHORD LENGTH
= 98.99
CHORD LENGTH
= 75.12
RADIUS
= 70.00
RADIUS
= TO.09
LENGTH
- 109.96
LENGTH
= 79.29
CHORD DIRECTION
= S60947`25"W
CHORD DIRECTION
= S3°14'30`W
CHORD LENGTH
= 30.42
CHORD LENGTH
= 98.9g
RADIUS
70.00
RAD I US
70.06
LENGTH
30- 66
LENGTH
CHORD DIRECTION
= S29012'35E
CHORD DIRECTION .'=
57801'2E"E
CHORD LENGTH
= 43.45
CHORD LENGTH
= 35.49
RAD I LLS {
= 100. 00
RAD I US
i'
= 30.00
LENGTH ''
= 43.80
LENGTH
= 37.98
et r
CHORD DIRECTION
= S29012'360E
CHORD DIRECTION
= S3a14430"W
t--
CHORD LENGTH
= 43.45
CHARD LENGTH
= 32.53-
RAD I t3s
1J
- 100.00
RADIUSig
`fJ
= 2 3.00
LENGTH
= 43.80
LENGTH
= 36.13
OEP
NOW OR FORMERLY
HARD I SON
D.B. 1T85, P. 491
TRACT AREA
ORIGINAL AREA = 16-40 AC
NEW AREA = 17.86 AC
TOTAL AREA = 34.26 AC'
NOTES
RV SPACE. TYPICAL = 37' X 50'
TOTAL RV SPACES = 345
PHASE 1 SEPTIC SYSTEM = 11,520
GPD
PHASE 2 SEPTIC SYSTEM ='21*440
GPD
PHASE 3 SEPTIC SYSTEM ='14,400
GPD
LTAR = 0°8 GPD/SF
ALL INTERSECTION RADIUS ARE 15'
UNLESS OTHERWISE NOTED
SURREY PERFORMED BY: CHARLES F.
RIGGS & ASSOC. INC.
OWNERS: TOPSAIL SOUND 'RV PARTNERS*
LLC
REFERENCE: TRACT 1 DB'1785 PG 488
REVISIONS:
APPROVED
Ng BY DATE DESCRIPTION
1 BTU 11108105 GENERAL CHMC-
MANAGEMENT COMMISSION
2 BTU 4110106 EXIT1 PW1_ AOL
DIVISION OF WATER QUAUTY
3 BTU 5110106 LOT AND ROAD Ch
<3K�Q6_1
4 BTU 5130106 SHEET NUMBEf
5 ;BTU 715106 DRAtNF1ELA FN.i
EMM LOTS
6 BTM 1013106 ADD NEW ENTRAN
IRTM I /"07 ROAD CROSS SECT

10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
F ---il
FILTER FABRIC
NCDOT 1056
TYPE 3. CLAS!
COMPACTED FIL
SILT FENCE DETAIL
NTS
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF --FASTENER ANGLE STEEL TYPE.
4, USE 6" POST WITH 3" DIAMETER.
LEGEND
CL CENTER LINE
DB DEED BOOK
ECM EXISTING CONCRETE MONUMENT
EIR EXISTING IRON ROD
EMN EXISTING MAGNETIC NAIL
EPK EXISTING PK NAIL
ERRS EXISTING RAILROAD SPIKE
FT FEET
GPD GALLONS PER DAY
LPP LOW PRESSURE PIPE
LTAR LONG TERM ACCEPTANCE RATE
NTS NOT TO SCALE
P PAGE
R RADIUS
R/W RIGHT OF WAY
SF SQUARE FEET
SFT SQUARE FEET
TYP TYPICAL
SHEET #2 OF 11
PROJECT #: PM1331
DESIGN FILE *: PM1331-2.DGN
R/W
C1 nblf 1 T AIC
SEEDING SCHEDULE
SEED BED PREPARATION
LIME----------------------------------- 2 TONS/AC..
10-10-20 ------------------------------ 1400 LBS./AC
4-20-0--------------------------------- 500 LBS. /AC ( AFTER SEEDING)
ASPHALT TACK--------------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE ------- __________________ 50 LBS. /AC
PENSACOLA BAHIAGRASS------------------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)--- 50 LBS./AC
( MAY 1 -AUGUST 31 )
TALL FESCUE ---------------- ------- --- 50 LBS. /AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)---- 50 LBS./AC
BROWNTOP MILLET ---------------------- 25 LBS. /AC
(SEPTEMBER 1 - JANUARY 31)
TALI. FESCUE60 LBS. /AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)- 60 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC
SERICEA LESPEDEZA AND 15 LBS.
WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHULLED)--------- 20LBS. LBS./AC
(APRIL 1 -- JULY 31 )
COMMON BERMUDAGRASS (HULLED)---________ 12 LBS./AC
r
bit' R/W (ASPHALT -PUBLIC)
It
x
GRAVEL —
FACE
TOP ELEVATION OF STORMWATER CLASS B RIP RAP
FLOOD STORAGE
a
�S D i MENT STORAGE_.__
4
dQ TRAP LENGTH
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN 1/2 SEDIMENT STORAGE ZONE IS
FILLED, APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF 1/2HEIGHT OF SEDIMENT STORAGE ZONE,
4. ONCE ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
STABILIZE PROPERLY.
= S" w am IRV 23.28
CONSTRUCTION SEQUENCE
1. CLEAR AND GRUB AREAS WITHIN LAND DISTRUBANCE LIMITS LINE.
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE WHERE SPECIFIED ON PLANS WITHIN AREA OF CONSTRUCTION,
4. CONSTRUCT TEMPORARY SEDIMENT TRAPS WHERE SPECIFIED.
5. ROUGH GRADE SITE.
6. INSTALL UTILITIES.
7. FINE GRADE STREET AREAS, GRADE LOTS, AND SEED AREAS TO REMAIN OUTSIDE OF PAVED AREA.
8. PAVE STREET.
9. PERFORM FINAL SEEDING AND MULCHING.
10. REMOVE TEMPORARY SEDIMENT TRAPS WITHIN DRAINAGE AREA ONCE ALL LOTS WITHIN
SAID DRAINAGE .AREA HAVE BEEN DEVELOPED.
100 0 0 100 200
I I I I I I I I I I 1 6661"
BLAND DISTURBANCE
LtMITS I17.00 ACC
SILT FENCE.
TYP
PHASE 28
92 LF 18" RCP *I.
EXISTING EDGE OF PAVEMENT
CRUSH & RUN (6" CABC)
50' MIN
STONE CONSTRICTION ENTRANCE
NTS
/ " I%f Ire I fT5Itt7 � )
.-� � fi • I I
I
tix •i.� � % j
I--ri � I j'• 1 R/lY
as AspmT
6
R1w
cnnc T rnll nnWrOnt
YARD S1ALE A —A
SCALE: 1"= 3'
,,svff,,,
e 0 to
w°"� aa11'eee "
4 ♦R
2
0
arts
•fie
e6k
40- CUI~x�
�ttd}Of��g�
NOTES
TOTAL TRACT AREA = 1,492*283.61 SF
(34.26 ACRES)
TYPICAL LOT SIZE 37'x50'
PHASE 1 - 63 LOTS
PHASE 2 - 162 LOTS
PHASE 3 -- 120 LOTS
IMPERVIOUS AREA:
LOTS: 1-19
81X30' CAMPER
101X20' PARKING
775 SF IMP. /LOT
LOTS: 20--345
81X30' CAMPER
101X20' PARKING
518 SF IMP. /LOT
@ 345 LOTS, IMPERVIOUS AREA =
183,593.00 SF
EASEMENT ROAD IMPERVIOUS AREA =
15*523.29 SF
PHASE 1 PROJECT ROADS & STORE IMP
AREA = 469199.87 SF
POOL IMP AREA (99600SF-1,500SF) =
89100 SF
PHASE 2 PROJECT ROADS IMP AREA =
59,448.54 SF
PHASE 3 PROJECT ROADS IMP AREA =
54,688.27 SF
BATH HOUSE -
908.32 SF
POOL APRON =
4,000.00 SF
TOTAL PROJECT IMPERVIOUS AREA =
3729461.29 SF
=
24.96%
REVISIONS;
Na BY I BATE DESCRIPTION
I BTM 11108105 GENERAL CHANGES
2 BTN 4110106 EX1T1 POOL ADDED
3 BTM 5110105 IOT AND ROAQ CHANGE
4 BTM 1013106 ADD NEW ENTRANCE
5 BTM 412107 PHASE 3 GRADE'S
6 BTM £113107 IMPERVIOUS COVERAGE
7 BTM 61201/0T ROAD CROSS SECTION
8 BTM 6/ei ,07
GRADING, DRAINAGE & EROSION AND SEDIMENTATION CONTROL PLAN
TO PSAIL SOUND ID V PAn "
STUMP SOUND TOWNSHIP ONLSO`W' COUNTY NORTH CAROLINA
CLIENT TOPSAIL RV PARTNERS, LLC DESIGNED:
DALE MYRICK, MANAGING MEMBER BTM
ADDRESS: 749 ALBEMARLE PLACE DRAWN:
LELAND, NC28451 BTM
PHONE: [phone] CHECKED:
RDC
7: 7 STR.OUD ENGIN ERING, P.A. A P P R(3 Q E D
' 151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
247-7479
�� p n rtA
T �•y� �a p0 SCALE: n /�
Ol�i ALD b. i� V L l_ HBR .�. 1 t r = 10 0 t
t

F1LTER +xBRl{
WCOOT 1056
TYPE 31 CL4S'_H
COMPACTED FIL
VICINITY MAP (N,T.S.)
|O' WAX. WlTH wIRE
'
~~ -if
/ T r- '- h]C E r`r- 7r 'Aft
I »
NT3
NOTE�z
1. USE WIRE A MlWlW0M OF 32" lN �IDTH, �ND 4 �[NlNU� OF
6 LINE WIRES WITH 12" STAY SPACING.
Z` USE FILTER FABRIC A MINlMUW[OF 36" I� �lDTH AND FASTEN
AOEOUArEL, TO THE wlRES'
�. PROVlDE 5' STEEL POST OF THE SELF —FASTENER �N�LE �TEE� TYpE'
4. USE 6" POST WITH 3" Dl4WETER^
C�'vSS B EROSION `
CONTROL STONE
STONE
~_[lhJE CHECK
H—CK Fl A M DETAIL N' T ' S '
STONE CONSTRUCTION ENTRANCE
NTS
<� T{�WW T #
PR{}jECT PM 1331
DESIGN
�� P��1331'D{���
N�� OH [ORIkAEALy
HOL�r RlDQE 4��UCI�TES
D.B. 995, P. 143
TREE L'AN E
�
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, ir,
133
134
It il i I I ]�.j3. 75 �/X
J L X
o.
CC)
I - 1`10 1/3 1
10
u AN
f It
1 4\o r
Ike
96
141
ff
-i c <,,,
It
14
tf
i'�4-7
44 If NOW OR FORMERLY
HARDISON
--�--��-�' / / -/- / -�--/ m��__ / u ` -).B. 1T85° P. 4�1
ao.�o
TIME SEQUENCE OF OPERATIONS
A. INITIAL ACTIVITIES:
1' INITIATE CLEARING AND GRUBBING OPERATIONS.
2' INSTALL STONE CONSTRUCTION ENTRANCES.
3' COMPLETE CLEARING AND GRUBBING OPERATIONS.
4 INSTALL SILT FENCE AND D��� 4T LOCATIONS SHOWN ON PLAN . � ~
5. ROUGH GRADE SITE, AND CONSTRUCT DITCHES AND 5W4LES~
6- INSTALL UTlLlTlES-
T' SEED ALL DISTURBED AREAS EXCEPT AREAS FOR BLDG. PADS
WITHIN 14 DAYS OF DISTURBANCE.
B. INSPECTION - HOLD POINT �
CONTRACTOR SHALL NOT PRQCEED �ITH 4NY l�PEt- RVIOUS
SURFACE CONSTRUCTION INCLUDING BUILDING FOUNDATlONS, SLABS,
SIDEWALKS OR ROADS UNTIL "ITEM A" INITIAL ACTIVITIES ARE
COMPLETED AND 4 LETTERFROM THE PROJECT ENGINEER INDICATING
THAT PERMIT REQUIREMENTS ARE MET IS RECEIVED.
C. FINAL ACTIVITIES
1^ CONSTRUCT BUILDINGS.
2~ CONSTRUCT PARKING LOT~� DRIVE WAY, S{DEWALKS, STREETS AND WALKWAYS.
3~ COMPLETE INSTALLATION OF REMAINING UNDERGROUND UTILITY FACILITIES.
4. REMUVE ACCUMULATED SED7�E�� T FRM ST0R�WATER M A N A GEMAENT DE;lCE5
AND PERFORM FINAL GRADING OF SITE.
5, CO�PLETE Fl�4L L4NDSCAPlWG'
SEEDING SCHEDULN
SEED BED PREPARATION'
LIME----------------------------------- 2 TONS/AC.
10-10-20 ------------------------------ 1.000 LBS'/A("
O-2O-D---------------------------------- 500 LBS'/AC (AFTER SEEDING)
ASPHALT TACK --------------------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE �
(FEBRUARY 1 -4PRIL 30)
TALL FESCUE---------------------------- 50 LBS./AC
PENS4COL4 B4HI4GR45S------------------- 10 LBS./AC
KORE4N OR KOBE LESPEOEZA (3CARIFIED)--- 50 LBS./AC
(MAY 1 -AUGUST 31)
.ALL FESCUE---------------------------- 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SC4RIFlED)---- 50 LBS./AC
BROWWTOP MILLET------------------------ 25 LBS./AC
(SEPTEWBER 1 - JANUARY 31)
714LL FESCUE---------------------------- GO LBS./AC
xORE4N OR KOBE LE5PEQEZA (UNSCARIFIED)- 60 1 BS./4C
FOR SLOPES 2 1 OR STEEPER ADD o 30 LBS./AC
SERlCE4 LESPEDEZ4 AND 15 LBS.
WEEPING LOVEGRASS. �
LANDSCAplNG MIXTURE �
(JANU4RY 1 - MARCH 31}
COMMON BERWUDAGRASS (UNHULLED)--------- 20LBS. LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUOACRASS (HULLED)----------- 12 LBS`/AC
/
NOTES
TOTAL TRACT AREA � 16.40 4CRE�
NOW o� FOR�ERLY TYPlC4OT SIZE 3T'x�Q'
BLAnE -� / -~~� / /
31 4� 'LOTS TOTAL
P' /
l�PERVIOUS �RE4z |
LOT�'
' *+- .- o X3O CAmPER
~ / ' --- X2O' PARIm'
I Lk
. �*u I-1- /mp./�u/
\ / ,
/Or�. I�PERvlou� 4*E� = G2^9yO SF
If 8
( | ' `
\ / / EASEMENT ROAD IWPERVlOUS A = 16,969 SF
` !/ PROJECT ROADS & STORE IMP E4 = 86^545 SF
\ /�- | POOL IWP AREA (9° 600SF-1 5nO�F) = 8` 100 SF
`
IONE
, �
\ | TOTAL PROJECT IMPERVIOUS AREA = 174.534 SF
` _
' 24 4%
\ = '
/ \
\ `
` |
1,39
\ / ��
' \ |Ld
u+� ^/
\ , � �
/ \ | -
wLT��
am
la
R/w ---- ---- ---- R/W
—T EDGE OF ASPHAL!
30.�
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--- -- -- -- -- -- --- -- -- -- -- -- �. -- -- -- -- T—
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RR/W '
_
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SCALE: 1"= G0'
Em
AC ACRE �
CL CENTER LINE
Cpp CORRUGATED PLA STlC PIPE
DB DEED BOOK
FE FINISH ELEVATlUN
FT FEET
GAL GALLON �
IMP IMPERVIOUS
LBS POUNDS
IF L{mEAL EET
��X MAXlW0W|
WTS NOT TO SCALE
P PAGE �
PE POOL ELEVATION
R R��luS
R/W RIGHT OF WAY
SF SQUAREFEET
TC TOP OF CURB
TS TOP OF SIDEWALK
T,P TrPlCAL